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2014-009 2014 Citywide Street Resurfacing Agreement with Columbia Asphalt & Gravel, Inc.
CONTRACT THIS AGREEMENT, made and entered into in triplicate, thisgOri—dayof 2014, by and between the City of Yakima, hereinafter called the Owner, and Columbia Asphalt& ravel, Inc., a Washington Corporation, hereinafter called the Contractor. WITNESSETH: That in consideration of the terms and conditions contained herein and attached and made a part of this agreement, the parties hereto covenant and agree) as follows:. I. The Contractor shall do all work and furnish all tools, materials, labor and equipment for THE BID AMOUNT OF: $16,206,237.02 for 2014 Citywide Street Resurfacing, Schedules `A"+"F". "B", "C", "D" & E", being Projects 1 through 5, of City Projects Numbered 2379 & 2381, all in accordance with, and as described in the attached plans and specifications andj the 2012 Standard Specifications for Road, Bridge, and Municipal Construction which are by this reference incorporated herein and made a part hereof, and shall perform any alterations in or additions to the work provided under this contract and every part thereof. Work shall start within ten (10) days after the Notice to Proceed and shall be completed in One Hundred Thirty (130) working days. If work has not commenced within the ten (10) days after the Notice to Proceed, the first chargeable working day shall be the 11 th day after the date on which the City issues the Notice to Proceed. If said work is not completed within the time specified, the Contractor agrees to pay to the Owner the sum specified in the Standard Specifications for each and every day said work remains uncompleted after expiration of the specified time, as liquidated damages. The Contractors shall provide and bear the expense of all equipment, work and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing the work provided for in this contract and every part thereof, except such as are mentioned in the specifications to be furnished by the City of Yakima. II. The City of Yakima hereby promises and agrees with the Contractor to employ, and does employ the Contractor to provide the materials and to do and cause to be done the above described work and to complete and finish the same according to the attached plans and specifications and the terms and conditions herein contained and hereby contracts to pay for the same according to the attached specifications and the schedule of unit or itemized prices hereto attached, at the time and in the,' manner and upon the conditions provided for in this contract. III. INDEMNIFICATION. The Contractor shall defend, indemnify, and hold harmless the City, its officers, elected officials, employees and agents from and against any and all claims, causes of action, damages, losses, and expenses of any kind or nature whatsoever, including but not limited to, attorney's fees and court costs, arising out of, relating to, or resulting from the Contractor's performance or non-performance of the services, duties and obligations required of it under this Agreement. IV. The Contractor for himself, and for his heirs, executors, administrators, successors, and assigns, does hereby agree to the full performance of all the covenants herein contained upon the part of the Contractor. V. It is further provided that no liability shall attach to the City of Yakima by reason of entering into this contract, except as expressly provided herein. IN WITNESS WHEREOF the parties hereto have caused this agreement to be executed the day and year first herein above written. Countersigned: CITY OF this Attest); day of 2014. City anager City Clerk CITY T+ u J �d —0u7 fi@N NO: i✓'oJ 4 * 23'71—I *32/ CONTRACTOR bbl. f ,471.E 1i Corporation /� � ontract 9 / - Ste, oe.l is (Print Name) Its (President, Owner, etc.) Address: coot"30Cg337 foJ'mQf U.tl-9g9fl9 RETAINAGE BOND (RCW 60.28.011) Bond No. 2179011 KNOW ALL MEN BY THESE PRESENTS, that Columbia Asphalt & Gravel, Inc. a corporation existing under and by virtue of the laws of the State of Washington and authorized to do business in the State of Washington as Principal, and North American Specialty Insurance Company, a corporation organized and existing under the laws of the State of New Hampshire and authorized to transact business in the State of Washington as Surety, are jointly and severally held and bound unto the City of Yakima as Obligee in the penal sum of Eight Hundred Ten Thousand Three Hundred Eleven and 86/100 Dollars ($810,311.86), which is 5% of the Principal's contract with Obligee for 2014 Citywide Street Resurfacing, Schedules "A + F", "B", "C", "D" & E", being Projects 1 through 5, of City Projects Numbered 2379 & 2381 WHEREAS, on the day of April, 2014 the said Principal, herein, executed a contract with the Obligee as described above. WHEREAS, said contract and RCW 60.28 require Obligee to withhold from the Principal the sum of 5% from monies earned on estimates during the progress of the construction, hereinafter referred to as earned retained funds. AND NOW WHEREAS, Principal, pursuant to RCW 60.28.011, has requested that the Obligee not retain any earned retained funds as allowed under RCW 60.28. NOW, THEREFORE, the condition of this obligation is such that the Surety is held and bound unto the Obligee in the penal sum of 5% of the final contract cost which shall include any increases due to change orders, increases in quantities of work or the addition of any new item of work. If the Principal shall use the earned retained funds, which will not be retained, for the purposes of RCW 60.28, then this obligation shall be null and void; otherwise, it shall remain in full force and effect. PROVIDED, HOWEVER that any suit under this bond must be instituted within the time period provided by applicable Washington State law. WITNESS our hands this ' day of April, 2014. Colu y.ia Asphalt & gravel, Inc. North American Specialty Insurance Company Lori, McKimmy, Attorney ' -Fact • NAS SURETY GROUP NORTH AMERICAN SPECIALTY INSURANCE COMPANY WASHINGTON INTERNATIONAL INSURANCE COMPANY GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS, THAT North American Specialty Insurance Company, a corporation duly organized and existing under laws of the State of New Hampshire, and having its principal office in the City of Manchester, New Hampshire, and Washington International Insurance Company, a corporation organized and existing under the laws of the State of New Hampshire and having its principal office in the City of Schaumburg, Illinois, each does hereby make, constitute and appoint: KENNETH J. FRICK, LORI McKIMMY and DONNA MARTINEZ JOINTLY OR SEVERALLY Its true and lawful Attorney(s)-in-Fact, to make, execute, seal and deliver, for and on its behalf and as its act and deed, bonds or other writings obligatory in the nature of a bond on behalf of each'of said Companies, as surety, on contracts of suretyship as are or may be required or permitted by law, regulation, contract or otherwise, provided that no bond or undertaking or contract or suretyship executed under this authority shall exceed the amount of: i FIFTY MILLION ($50,000,000.00) DOLLARS This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of both North American Specialty Insurance Company and Washington International Insurance Company at meetings duly called and held on the 24th of March, 2000: "RESOLVED, that any two of the Presidents, any Managing Director, any Senior Vice President, any Vice President, any Assistant Vice President, the Secretary or any Assistant Secretary be, and each or any of them hereby is authorized to execute a Power of Attorney qualifying the attorney named in the given Power of Attorney to execute on behalf of the Company bonds, undertakings and all contracts of surety, and that each or any of them hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Company; and it is FURTHER RESOLVED, that the signature of (such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be binding upon the Company when so affixed and in the future with regard to any bond, undertaking or contract of surety to which it is attached." OQOpgkSG!� t10Nq Rai F•:�� By I V• t = V SEA .o c Steven P. Anderson, Senior Vice President of Washington International Insurance Company r 't, 1973 m — & Senior Vice President of North American Specialty Insurance Company Byl David M. Layman, Vice President of Washington International Insurance Company &! Vice President of North American Specialty Insurance Company IN WITNESS WHEREOF, North American Specialty Insurance Company and Washington International Insurance Company have caused their official seals to be hereunto affixed, and these presents to be signed by their authorized officers this 17th day of May , 20 12 North American Specialty Insurance Company Washington International Insurance Company State of Illinois County of Cook ss: On this 17th day of May , 20 12, beforeme, a Notary Public personally appeared Steven P. Anderson , Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company and David M. Layman , Vice President of Washington International Insurance Company and Vice President of North American Specialty Insurance Company, personally known to me, who being by me duly sworn, acknowledged that they signed the above Power of Attorney as officers of and acknowledged said instrument to be the voluntary act and deed of their respective companies. "OFFICIAL SEAL" 0 DONNA D. SKLENS Notary Public, State of Illinois 1 My, Commission Exires 10/06/2015 kDim w AO Aldp,0 Donna D. Sklens, Notary Public I, Jeffrey Goldberg , the duly elected Assistant Secretary .t ofNorth American Specialty Insurance Company and Washington International Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney given by said North American Specialty Insurance Company and Washington International Insurance Company, which is still in full force and effect. IN WITNESS WHEREOF, I have set my hand and affixed the seals of the:Companies this !day of April , 20 14 . Jeffrey Goldberg, Vice President & Assistant Secretary of Washington International Insurance Company & North American Specialty Insurance Company Bond No. 2179010 PERFORMANCE BOND BOND TO CITY OF YAKIMA KNOW ALL MEN BY THESE PRESENTS: That whereas the City of Yakima, Washington has awarded to QD]UTaia ASIthalt & GraW1, Inc. (Contractor) hereinafter designated as the "Principal" a contract for the construction of the project designated 2014 Citywide Street Resurfacing; Projects 1 - 5, City Project Nos. 23791& 2381, all as hereto attached and made a part hereof and whereas, said principal is required under the terms of said contract to fumish a bond for the faithful performance of said contract: NOW, THEREFORE, we, the principal, and Nth P1tex1can acecdaltY insurance thtUny (Surety), a corporation, organized and existing under and by virtue of the laws of the State of N3 , duly authorized to do business in the State of Washin ton, as surety, are jointly and severally held and firmly bound unto the City of Yakima, Washington, in the penal sum of $16,206,237.U2{Tofat Contract Amount) lawful money of the United States, the payment of which we jointly and severally • bind ourselves, our heirs, executors, administrators and assigns, and successors and assigns, firmly by these presents. THE CONDITIONS OF THIS BOND IS SUCH, ttiat if the above bonded principal shall faithfully perform all of the provisions of said contract in the manner and within the time therein set forth, or within such extensions of time as may be granted under said contract, and shall pay all laborers, mechanics, sub -contractors and materialmen; the claims of any person or persons arising under the contract to the extent such claims are provided for in RCW 39.08.010; the state with respect to taxes imposed pursuant to Titles 50, 51 and 82 RCW which may be due; and all persons who shall supply said principal or sub -contractors with provisions and supplies for the carrying on of said work, and shall hold said City of Yakima, Washington, their employees, agents, and elected or appointed officials, harmless from any damage occasioned to any person or property by reason of any carelessness or negligence on the part of said principal, or any sub -contractor in the performance of said work, and shall indemnify and hold the City of Yakima, Washington, its employees, agents, and elected or appointed officials, harmless from any damage or expense by reason of failure of performance as specified in said contract, or from defects appearing or developing in the material or workmanship provided or performed under said contract after its acceptance thereof by the City of Yakima, Washington, and all claims filed in compliance with Chapter 39.08 RCW are resolved and all taxes pursuant to Titles 50 and 51 and 82 RCW have been paid, then and in that event this obligation shall be void; but1otherwise it shall be and remain in full force and effect. This obligation is entered into in pursuance of the statutes of the State of Washington, and the Ordinances of the City of Yakima, Washington. IN WITNESS»'.kIEREOF, the said principal and the said surety have caused this bond to be signed and sealed by their duly authorized officers this' ,,��}}��'' day of April , 2014. Approved as to form: 101 jPage c 1Lnhia t & (Principal) %/ By: . _46P7t.1 (Signature) (Print ame North Plrr=dcan Specialty Iiirance C1xr any (Surety) By: (Signature) Lad Nticirary iM my t (Print Name). _ At nate ir>-F (Title) NAS SURETY GROUP NORTH AMERICAN SPECIALTY INSURANCE COMPANY WASHINGTON INTERNATIONAL INSURANCE COMPANY GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS, THAT North American Specialty Insurance Company, a corporation duly organized and existing under laws of the State of New Hampshire, and having its principal office in the City of Manchester, New Hampshire, and Washington International Insurance Company, a corporation organized and existing under the laws of the State of New Hampshire and having its principal office in the City of Schaumburg, Illinois, each does hereby make, constitute and appoint: KENNETH J. FRICK, LORI McKIMMY and DONNA MARTINEZ JOINTLY OR SEVERALLY. Its true and lawful Attorney(s)-in-Fact, to make, execute, seal and deliver, for and on its behalf and as its act and deed, bonds or other writings obligatory in the nature of a bond on behalf of each of said Companies, as surety, on contracts of suretyship as are or may be required or permitted by law, regulation, contract or otherwise, provided that no bond or undertaking or contract or suretyship executed under this authority shall exceed the amount of: FIFTY MILLION ($50,000,000.00) DOLLARS This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of both North American Specialty Insurance Company and Washington International Insurance Company at meetings duly called and held on the 24th of March, 2000: "RESOLVED, that any two of the Presidents, any Managing Director, any Senior Vice President, any Vice President, any Assistant Vice President, the Secretary or any Assistant Secretary be, and each or any of them hereby is authorized to execute a Power of Attorney qualifying the attorney named in the given Power of Attorney to execute on behalf of the Company bonds, undertakings and all contracts of surety, and that each or any of them hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Company; and it is FURTHER RESOLVED, that the signature of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be binding upon the Company when so affixed and in the future with regard to any bond, undertaking or contract of surety to which it is attached." ��`yQ G�pPOg4�G � Al( SEAL .1 -¢' 1973 'm= tW?t 'ruin � NI I I I INoo By Steven P. Anderson, Senior Vice President of Washington International Insurance Company &I Senior Vice President of North American Specialty Insurance Company David M. Layman, Vice President of Washington International Insurance Company Vice President of North American Specialty Insurance Company IN WITNESS WHEREOF, North American Specialty Insurance Company and Washington International Insurance Company have caused their official seals to be hereunto affixed, and these presents to be signed by their authorized officers this 17th day of May , 20 12 . ,agpaUYnW$rrlprp o SEAL gm Ntle:t niOauNatW4� North American Specialty Insurance Company Washington International Insurance Company State of Illinois County of Cook ss: On this 17th day of May , 20 12, beforeme, a Notary Public personally appeared Steven P. Anderson , Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company and David M. Layman , Vice President of Washington International Insurance Company and Vice President of North American Specialty Insurance Company, personally known to me, who being by me duly sworn, acknowledged that they signed the above Power of Attorney as officers of and acknowledged said instrument to be the voluntary act and deed of their respective companies. "OFFICIAL SEAL" DONNA D. SKLENS ► Notary Public, State of Illinois My Commission Expires 10/06/2015 I, Jeffrey Goldberg the duly elected Assistant'Secretaiy. . of North American Specialty Insurance Company and Washington International Insurance Company, do hereby.certity that -the above and foregoing is a true and correct copy of a Power of Attorney given by said North American Specialty Insurance Company and_Washington International' Insurance Company, which is still in full force and effect. .v IN WITNESS WHEREOF, I have set my hand and affixed the_seals'of the Companies th• day of April , 20 14 Donna D. Sklens, Notary Public Jeffrey Goldberg, Vice President & Assistant Secretary of Washington International Insurance Company & North American Specialty Insurance Company Project: (Name) (Address) To: (Contractor) City of Yakima 2014 Street Resurfacing Project 129 N. 2nd Street [Eolumbia Asphalt PO Box 9337 Yakima, WA 98909 L T J Change Order Change Order Numbe Change Order Date July 15, 2014 Contract Number 2379 & 2381 Contract Date April 30 2014 You are directed to make the following changes in this Contract: Decrease the quantity of Item No. 18 in Schedule A, HMA Cl. 1/2 In. PG 64-28, by 7,150 Tons: -7,150 Tons @ $81/Ton = -$579,150 Add Item CO #1A-1: HMA Cl. 1 In. PG 70-28, 7,150 Tons @ $86.90/Ton = $621,335.00 Add Item CO #1A-2: Added Cost for Deeper Grinding, Lump Sum $7,965.00 Add Item CO #1A-3: Additional Traffic Control, 1 day @ $2,800/day = $2,800.00 The total net amount for this Change Order is $52,950.00 This Change Order is to be considered as much a part of the Contract Documents as if it was included in the original contract. Not valid until signed by both the Approving Authority and Contractor. Signature of the Contractor indicated agreement herewith, including any adjustment on the Contract Sum or Contract Time. The original Contract Sum Net change by previous The Contract Sum prior The Contract Sum will bei'. The New Contract Sum The Contract Time will The New Contract Time was Change Orders to this Change Order Increased 'L7 Decreased including this Change Order be: 0 Increased 0 Decreased will be working 0 Unchanged by this Change will be Unchanged by $ 16,206,237.02 $ $ 16,206,237.02 Order $ W52,950.00 $ 16,259,187.02 working ,�YC1„TYSCONTRACrNO.00/'-7—Op,ia �RESOLUTIBNNO'/��i7�7�� 06-1 days Contract J/ / BY ��/11.I Approval Recommended i1/ Approved abiati,....6ifeA, By By .M BB Title �' I rjli/Title VVV ��'111 "gam -7/ 24 /1,-/ Z.ktit,W By t Date 1 ( -4, no, 1“ Date Date 1 Based on DOT Form 570-001 EF Original to: 0 Contractor Copies to: 0 Region 0 Construction Administrator ❑ OSC Accounting XCity Engineering Columbia As hap. ujitno 41110 May 20, 2014 City of Yakima 129 North 2nd Street Yakima, Wa. 98901 Attention: Bob Desgrosellier Subject: City Wide Overlay, 2014 Contract: 2379 & 2381 RFP 1, Modify Grind and Overlay As requested, the following cost breakdown is for the modifications of the grinding and overlay work as discussed during the preconstruction meeting: This proposal is based on the alteration of the areas associated with 40th Avenue only, even though these unit prices should be reasonably close for other locations. 1. Change the mix design utilizing the 1 -inch rock matching the same as last year with the 70- 28 oil. • The plan quantity for the 40 th avenue is 7200 tons at $/ton 6 will be $43,200 2. Grinding changes to accommodate the 1 -inch mix design changes the depth form 1.5/10 to 2/10 taper grind as an average. Using the plan quantity as a basis of measurement including all approaches, this area equates 29,500 sy. Our subcontractor increased cost is $/sy .185 including the allowable markup. • This total for 40th equates to 29500 sy at $/sy .185 $ 5457.50 3. The added cost to haul the additional depth of asphalt grindings amounts to $2458.00. 29500 sy @ .08 average depth = 1614 tn, times 1.12 fluff = 1807tons (Original) 29500 sy @ .10 average depth = 2017 tn times 1.12 fluff = 2259 tons (Revised) • The net added tonnage hauled 452 tons at $/ton 5.44 = 2458.00 4. Traffic Control Added time associated with the additional grinding depths Our Milling Subcontractor commented that there will be at minimum 1-1/2 to 2 days added to the milling operation for 40th only. Safe Set has provided a price of $2,515.00 for a daily average crew closure and maintenance. • Additional Traffic Control at 2 days at $2,816.00.$/day =$5,632.00 Total cost associated with this proposal $ 56,747.50 Please let me know if there is any additional information. Sincerely, Victor Bohannon PO Box 9337 Yakima, WA 98909 Phone (509) 453-2063 Fax (509) 877-6963 2014 Citywide Street Resurfacing City Project No. 2379 & 2381 Change Order No. 1 Justification At the pre -construction conference, Larry Sali of Columbia Asphalt and Gravel, Inc., asked if the City would like to use a stiffer grade of asphalt with larger aggregate on 40th Avenue. During the 2013 Citywide Street Resurfacing project, this stiffer mix was used on 40th Avenue from Nob Hill Boulevard to Summitview Avenue, due to the large volume of truck traffic and the steep grades. We decided that although this will cost more, it is worth the investment. The added cost to use this stiffer mix was broken into three categories and determined as listed below. Added Cost for PG 70-28 Asphalt and 1 -Inch Minus Aggregate The additional cost per ton of Hot Mix Asphalt (HMA) for the larger rock and stiffer asphalt is $6/ton. This additional cost is verified by comparing the PG 70-28 invoice with the PG 64-28 invoice, and the additional cost for crushing and supplying the 1 -inch aggregate. The difference in cost for the liquid asphalt PG 70-28 ER versus PG 64-28 ER is $60/ton. See attached invoices. The cost to supply the 1 -inch aggregate is $18.75/ton and the estimated cost to set up and crush the 1 -inch aggregate is $7,250. The plan quantity of HMA required for 40th Avenue is 7,150 tons. The approved HMA Cl. 1 Inch PG 70-28 mix design requires 5.1% of liquid asphalt and 3% of 1 -inch aggregate. The added cost per ton of the HMA CI. 1 Inch PG 70-28 is calculated as follows: ER Binder: 7,150 Ton HMA x 5.1% = 364.65 Ton x $60 = $21,879/7,150 = $3.06/Ton 1" Agg: 7,150 Ton HMA x 3% = 214.5 Ton x $18.75 = $4,021.88/7,150 = 0.56/Ton Set Up for Crushing: $7,250/7,150 = 1.01/Ton Sub Total: 4.63/Ton Overhead & Profit (21%): 0.97/Ton WA State Sales Tax for Materials [(3.06+.56)".082): 0.30/Ton Total: $5.90/Ton Added Cost for Deeper Grinding In order to accommodate the 1 -inch mix design, the depth of the grind at the curb needs to increase from 0.15' to 0.20'. The additional cost that they have requested for the added grinding depth and the additional haul is $0.27/SY. Since the added depth represents an increase of 33% and the added cost only represents an increase of 18%, we feel that this is reasonable. The estimated amount of this additional cost is $7,965.00, as calculated below: 29,500 SY x $0.27/SY = $7,965.00 Additional Traffic Control The deeper grinding depth extended the time of the grinding by one day. The traffic control subcontractor, Safe Set, has provided backup verifying that the cost for the traffic control for a road closure averages $2,500/day. 1 day @ $2,500/day X 1.12 (prime markup) = $2,800.00 The estimated total cost of this Change Order is: • 7,150 tons of HMA @ $5.90/ton = $42,185.00 • 29,500 SY of Planing @ $0.27 = 7,965.00 • LS price for additional traffic control = 2,800.00 Total: $52,950.00 V48Western States Asphalt, Inc. Mr. Raymond Opiela Columbia Asphalt & Gravel, Inc. P.O. Box 9337 Yakima, WA 98909 Project Quote "July Asphalt Needs" Dear Customer: June 30, 2014 Western States Asphalt, Inc. (WSA) is pleased to offer the following quotations for asphalt materials to be used on the project listed above. WSA's offer is specifically conditioned upon your acceptance of WSA's Standard Terms of Sale Attached hereto, and further conditioned upon your express waiver of all terms and conditions inconsistent with the said Standard Terms of Sale that may accompany any Purchase Order or other confirmation you may send to accept this offer. PG70-28 60ER = 500 tons Max @ $700.00 per ton fob WSA's Pasco, WA facility Polarbond Antistrip $15.00 per each 1/4% addition to each ton of PG70-28 60ER The product listed above will meet WSDOT specifications as listed in their Standard Specifications: 2014 edition. Contact your freight carrier or NWTL at 509-482-7885 for a firm quote for this project. All freight charges and any taxes are the responsibility of the purchaser. Terms: Net 10 Days, late payments subject to 18% per annum interest charge from the original due date. The quoted prices for all of the products listed above will remain firm through July 31, 2014 if accepted by written notification within five (5) days of this quote date. Accessory charges are listed below. Product Returns $300.00 per load restocking fee (No credit given for diluted material & antistrip) This quotation expires at the end of the fifth (51 day after the date of this quote. Prior to expiration this offer may only be accepted by written notification received at this office indicating acceptance of this offer followed by your execution of WSA's Standard Form of Sales Agreement immediately upon receipt of the Sales Agreement. This offer is conditioned upon Customer's agreement to take product delivery solely upon all other terms and conditions contained in this offer and no other. If you have any questions concerning this quotation please don't hesitate to call me at the telephone number listed above. Sincerely, Stephen A. Van De Bogert General Manager ATT 70- 7&0 , o0 y-zg t ea ,,o0 sa,CSO e 15% -?,go P O. Box 6820 a 4327 North Thor Street o Spokane, WA 99217 o Tel 509-487-4560 o Fax 509-487-5170 Western States Asphalt, Inc. Project Quote "2014 Citywide Street Resurfacing" Dear Customer: April 10, 2014 Western States Asphalt, Inc. (WSA) is pleased to offer the following quotations for asphalt materials to be used on the project listed above. WSA's offer is specifically conditioned upon your acceptance of WSA's Standard Terms of Sale Attached hereto, and further conditioned upon your express waiver of all terms and conditions inconsistent with the said Standard Terms of Sale that may accompany any Purchase Order or other confirmation you may send to accept this offer. PG64-28 60ER Project #1 Project #2 Project #3 Project #4 Project #5 CSS -1 Polarbond Antistrip See Volume and price by project # below. 1245 tons @ $648.00 per ton fob WSA's Pasco, WA facility 1055 tons @ $648.00 per ton fob WSA's Pasco, WA facility 990 tons @ $648.00 per ton fob WSA's Pasco, WA facility 950 tons @ $648.00 per ton fob WSA's Pasco, WA facility 600 tons @ $648.00 per ton fob WSA's Pasco, WA facility =100 tons @ $525.00 per ton fob WSA's Pasco, WA facility $15.00 per each 1/4% addition to each ton of PG64-28 60ER The product listed above will meet WSDOT specifications as listed in their Standard Specifications: 2014 edition. Contact your freight carrier or Harmes Pacific Transport at 509-547-0011 for a firm quote for this project. All freight charges and any taxes are the responsibility of the purchaser. Terms: Net 10 Days, late payments subject to 181/4 per annum interest charge from the original due date. The quoted prices for all of the products listed above will follow their respective cost Price Adjustments as noted in the project specifications for the original contract period if accepted by written notification within five (5) days of this quote date. Accessory charges are listed below. Product Returns $300.00 per load restocking fee (No credit given for diluted material & antistrip) This quotation expires at the end of the fifth (5th) day after the date of this quote. Prior to expiration this offer may only be accepted by written notification received at this office indicating acceptance of this offer followed by your execution of WSA's Standard Form of Sales Agreement immediately upon receipt of the Sales Agreement. This offer is conditioned upon Customer's agreement to take product delivery solely upon all other terms and conditions contained in this offer and no other. If you have any questions concerning this quotation please don't hesitate to call me at the telephone number listed above. Sincerely, Stephen A. Van De Bogert General Manager ATT P 0 Box 6820 o 4327 North Thor Street o Spokane, WA 99217 o Tel 509-487-4560 • Fax 509-487-5170 Qv( I TRAFFIC CONTROL • . PUBLIC WORKS - I RATE TOTAL TCS OT FLAGGER OT PILOT CAR DRIVER OT 8 OTHER OT 8 2E31 $ 42.47 $ 28.31 _ , COMMERCIAL $ 42.47 24.35 5 36.53 5 28.31 42.47 $ $ $ $ TCS OT $ 33.29 $ 288.32 8 FLAGGER 1 8 OT FLAGGER 2 OT FLAGGER 3 5 24.20 $ S 24.62 $ 198.96 $ 21.20 5 5 24.62 $ 18.68 27.99$ $ 198.96 16 OT RUNNER $ 16.00 $ 5 33.29 OT Other (class a)hernp marking) Temp OT • 13.00 5 33.44 5 12.00 18.00 ye: :I* 41* *P4 532.64 $ $ 51a.06. Rmer-MVA2=12e==.72ESM HOTELTWIltiVii) OrriTlitTliataV.V2)9VIZA0 QTY usarsi tsmacrw SM,11:4 8 ' . SVZ000.001 s435 $ $ $ $ DESCRIPTION VEHICLES PRICE TOTAL i. DAY PICKUP $ 50.00 $ 50.00 1 DAV TRAFFIC TRUCK (1 TON) .5 50.00 $ 50.00 DAY PILOT CAR S 35.00 $ - DAY TMA $ 150.00 5 - wea TMA 5 650.00 $ - TYFE 2 amumNom _ MONTH FM% $ 2,000.00 $ - - 5 LIGHTS $ _ $ 15 2 HOUR ARROW BOARD $ 15.00 5 30.00 DAY ARROW BOARD 5 25.00 $ - INF_EK ARROW BOARD $ loom $ MONTH ARROW BOARD 5 250.00 $ - r me I BARRICADE $ $ - TYFE 2 amumNom _ .. _ICADE __ _ $ 2 HOUR DAY WE0( mioaaRlat bOARD MESSAGE BOARD MESSAGE BOARD MESSAGE BOARD S 30.00 60.00 5 100.00 $ • 250.00 MONTH MESSAGE BOARD $ 750.00 $ $ 69134,R,, $ $ $ 5 $ $ 5 Project CITYWIDE RESURFACING 2014 Shr day QTY DATE I I PRICE TOTAL SIGNS ENGINEER GRADE • EA SIGN STANDS EA 4X4 REUSEABLE 5 5 5 5 SIGNS HIGH INTENSITY $ 5 $ $ $ $ $ $ 5 MATERIAL . SEE NOTE 5 1,192.88 5 59.64 1 MATERIAL traf equip/gen labor $ $ 135.00 MATERIAL fuel MATERIAL MATERIAL MATERIAL 5 160.00 $ 5 135.00 160.00 41.45)544.”'' NOTE; FAUST HAVE ALL LABOR N RREST TOTAL LABOR COST TOTAL DEVICE DEPRECIATION TOTAL. EQUIPMENT COST TOTAL MATERIAL COST AtokereaVAAO; $ 1,192.88 $ 59.64 190.00 295.00 OPERATING COST OVERHEAD COST TOTAL COST PROPOSED/BILLED NET PROFIT/ LOSS % OF PROFT/ LOSS $ 1,737.52 596.44 5 2.33398 7% 2500 156,04 le MI NON REF $ _ H1 IN REF $ _ .. __ . Za tN NON REF . $ 2B IN REF $ r me I BARRICADE $ TYFE 2 amumNom _ .. _ICADE $ - TYPE IDARR - 5 LIGHTS $ . $ - $ ggWiAKt - - LIGHT PLANT $ TMA $ .....Z.......a. LMEs TRAYEL=UtaMIZS (5:14.9=0.45; R$IXTA97.:MVIV:1,1," V1.0-, ,.-wo. azr,,Ww..,,,f° “.., '..,,,E.,..1 V. 7,-11.W.' 1., * W. -A A:Mktg. t'Ir-t: - f.,.. "a.a. . a•,.r .. 7.../v.1.1.-1. .-,f,..Y .V4` :',AX:,..VIt. 1- '4 , air, Cl., 4.,..,!•... 4.11,.. i:-.41.46, r.,, t;-, • A;e4.: ,litL14-A%, 1.-- LIA':: r Ai, . ,:r111',L.11.4.,` ' , 6=0;AP r.... .."..e ..Y4.4i-.4.MTV.A 4 !MN 3A'A 1. k,A"A'13;q4; 11 .•'-; .1,./tA,.4,44, T,* '4"A";ii„,,',.,,V MATERIAL . SEE NOTE 5 1,192.88 5 59.64 1 MATERIAL traf equip/gen labor $ $ 135.00 MATERIAL fuel MATERIAL MATERIAL MATERIAL 5 160.00 $ 5 135.00 160.00 41.45)544.”'' NOTE; FAUST HAVE ALL LABOR N RREST TOTAL LABOR COST TOTAL DEVICE DEPRECIATION TOTAL. EQUIPMENT COST TOTAL MATERIAL COST AtokereaVAAO; $ 1,192.88 $ 59.64 190.00 295.00 OPERATING COST OVERHEAD COST TOTAL COST PROPOSED/BILLED NET PROFIT/ LOSS % OF PROFT/ LOSS $ 1,737.52 596.44 5 2.33398 7% 2500 156,04 Project: (Name) (Address) To: (Contractor) City of Yakima 2014 Street Resurfacing Project 129 N. 2nd Street rEolumbia Asphalt PO Box 9337 Yakima, WA 98909 L 7 1 Change Order Change Order Number 2 Change Order Date July 15, 2014 Contract Number 2379 & 2381 Contract Date April 30, 2014 You are directed to make the following changes in this Contract: Delete the section of Summitview Avenue from 56th Avenue to 63rd Avenue in Schedule A and replace it with Summitview Avenue from 16th Avenue to 7th Avenue. Add Item CO #2A-1: Added Surveying for Striping, Lump Sum, $1,254.40 Add Item CO #2A-2: Added Traffic Control, 4 days @ $2,800/day = $11,200.00 Increase Item #16, Planing Bituminous Pavement, by 1,239 SY @ $1.50/SY = $1,858.50 Increase Item #18, HMA Cl. 1/2 In. PG 64-28, by 473 Tons © $81/ton = $38,313.00 Increase Item #23, Cement Conc. Traffic Curb and Gutter, by 256 LF @ $28 = $7,168.00 Increase Item #45, Cement Concrete Sidewalk, by 137 SY @ $47/SY = $6,439.00 Increase Item #46, Cement Conc. Curb Ramp, Type Parallel A by 5 EA © $1,300/EA = $6,500.00 Increase Item #49, Cement Conc. Curb Ramp, Type Perpendicular A by 5 EA @ $1,300/EA = $6,500.00 The total net amount for this Change Order is $79,232.90 This Change Order is to be considered as much a part of the Contract Documents as if it was included in the original contract. Not valid until signed by both the Approving Authority and Contractor. Signature of the Contractor indicated agreement herewith, including any adjustment on the Contract Sum or Contract Time. The original Contract Sum was $ 16,206,237.02 Net change by previous Change Orders $ 52,950.00 The Contract Sum prior to this Change Order $ 16,259,187.02 The Contract Sum will be::lncreased ,Decreased ❑ Unchanged by this Change Order $ 1:7;9,,232.,90 ❑. The New Contract Sum including this Change Order will be $ 16,338,419.92 The Contract Time will be: ❑ Increased ❑ Decreased oO/`/-089, by XUnchanged workiNfFlga9rRACrNO. The New Contract Time will be working days RE6Al�#AA,WA: �1 e _, i — O(.I Contract./ By �g /' ,4 e Approval Recommended B Approved ��� By (%�M� Date .V1411172- Title ��Vv Titte�C„\ ,\�\l� 1 Date -7 I iLE I Date 1 q90 .iq ::te Based on DOT Form 570-001 EF Original to: ❑ Contractor Copies to: 0 Region 0 Construction Administrator 0 OSC Accounting ACity Engineering May 20, 2014 City of Yakima 129 North 2nd Street Yakima, Wa. 98901 Attention: Bob Desgrosellier Subject: City Wide Overlay, 2014 Contract: 2379 & 2381 RFP 2, Delete West Summitview and Add in East Summitview M Y_j This is written response to the City's request to eliminate the West segment of Summitview and add in the East portion of Summitview between 16th and Yakima Avenue. This change in work was requested as a swap for equal value in work, exchanging one work area for the other. After further evaluation and review of the various scopes involve; I have attached time lines associated with our original scope in comparison to the new segment. With the exception of the following items of work, unit pricing should work with the following exceptions: o Added Surveying costs for the additional striping, Don Wilton $1100 x 1.12= $1232.00 o Added Traffic control, 4 days @ 2515.00 x 1.12=$ 11,267.20 o (Traffic now has to deal with 10 intersections for the detour in contrast to two originally) The anticipated added cost for these two items $12,499.20 Considering there will be an added cost by virtue of the scope changes, we have full intentions to complete all paving within contract time line, however we want to reserve the potential for added days if they become needed for some reason that is beyond our control. The time associated with this modification amount to 4 days if needed. Please let me know if there is any additional information. Sincerely, Victor Bohannon PO Box 9337 Yakima, WA 98909 Phone (509) 453-2063 Fax (509) 877-6963 CoZ kk-p 2014 Citywide Street Resurfacing City Project No. 2379 & 2381 Change Order No. 2 Justification After the project had been awarded, the City requested to eliminate the section on Summitview Avenue from 56th Avenue to 62nd Avenue, and replace it with the section on Summitview Avenue from 7th Avenue to 16th Avenue. Columbia agreed to use the unit bid prices on all of the items, with additional compensation required for added surveying for striping and added traffic control. Added Surveying for Striping The additional work consists of topography and the subsequent re-establishing of the following: • Additional 900 linear feet of striping • Three additional multi -lane curves • Seven additional intersections • One additional lane reduction striping • Additional parking and bicycle striping The additional cost is broken down as: Survey Crew — 5 hr @ $160/hr = $ 800 Land Surveyor — 2 hr @ $100/hr = 200 Draftsman — 1.5 hr @ $80/hr = 120 Total: $1,120 $1,120 x 1.12 (prime markup) = $1,254.40 Additional Traffic Control The amount of asphalt work from 6th Avenue to 16th Avenue is about 21% more than what would have been required from 56th Avenue to 62nd Avenue. The amount of cement concrete work from 6th Avenue to 16th Avenue is more than double what would have been required from 56th Avenue to 62nd Avenue. The original work schedule showed the section of Summitview from 56th Avenue to 62nd Avenue taking 10 working days to perform the asphalt work and three days to perform the cement concrete work. Adding 21% more work results in an additional two days for the asphalt work and doubling the amount of cement concrete work results in an additional three days. They have only requested an additional four days, which is reasonable. The traffic control subcontractor, Safe Set, has provided backup verifying that the cost for the traffic control for a road closure averages $2,500/day. 4 days @ $2,500/day X 1.12 (prime markup) = $11,200.00 The estimated total cost of this Change Order is: • LS cost for additional surveying = $ 1,254.40 • LS price for additional traffic control = 11,200.00 • Estimated Additional Planing: 1,239 SY @ $3 = 1,858.50 • Estimated Additional HMA: 473 Tons @ $81 = 38,313.00 • Estimated Additional Curbing: 256 LF @ $28 = 7,168.00 • Estimated Additional Sidewalk: 137 SY @ $47 = 6,439.00 • Estimated Additional ADA Ramps: 10 EA @ $1,300 = 13,000.00 Total: $79,232.90 TRAFFIC CONTROL QTY PUHUC WORKS I RATE I TOTAL 16 TCS OT FLAGGER OT PILOT CAR DRIVER OT -_ OTHER OT COMMERCIAL TCS OT FLAGGER 1 OT FLAGGER 2 OT FLAGGER 3 OT RUNNER 07 Other (Gass a)(Iemp matkingL__ Temp OT 5 28_31 S 42.47 5 28.31 5 42.47 24.35 $ 36.53_ 5 28.31 $ 42.47_ $ 33.29 $ 24.20 5 24.62 5 21.20 5 24.62 $ 18.66 5 27.99 5 18.00 5 3329 5 13.00 $ 33.44 5 12.00 f 18.00 $ $ $ $ $ 5 $ 266.32 $ _ 5 196.96 $ 532.64 $ - $ -- - $ - w44..;; tt rTRAVEI: ;; ,. K,:,. r..,. skss n $ OrivBr,=Carvitarr'3e1 �y1r,'Yrix,,"�'� eud HOTEL O3ToraTorm wnl l$ 0.10.06 "s ID:00; l8,��st,t:48t QTY UNITS 1 1 DESCRIPTION VEHICLES 3&ob1 PRICE $ $ $ 5 $ TOTAL DAY DAY DAY DAY WEE( MONTH PICKUP TRAFFIC TRUCK (1 TON) PILOT CAR TMA TMA TMA $ 50.00 $ 50.00 S 50.00 5 35.00 $ 50.00 $ $ 150.00 5 650.00 $ 2,000.00 $ $ $ 2 ARROW BOARD 5 $ HOUR 2 ARROW BOARD DAY ARROW BOARD REX ARROW BOARD UOI1131 ARROW BOARD HOUR DAY WEER MOMH MESSAGE BOARD MESSAGE BOARD MESSAGE BOARD MESSAGE BOARD MESSAGE BOARD S _ 15.00 S 25.00 5 10400 $ 250.00 $ 30.00 S 100.00 5 250.00 $ 750.00 30.00 $ 5 $ $ - $ $ 60.00 $ $ $ $ $ $ $ 5 $ $ $ • I5 Protect: CITYWIDE RESURFACING 2014 8hr day QTY DATE I PRICE I TOTAL SIGNS ENGINEER GRADE EA EA SIGN STANDS 4X4 REUSEABLE SIGNS HIGH INTENSITY $ $ $ s ...... _,CONES-cANDELS -BARRICADES 5 _ $ 5 $ $ $ $ $ $ $ 18 IN NON REF 18 IN REF-- -.� 28111 NON REF 28 IN REF TYPE I BARRICADE TYPE 2 BARRICADE TYPE 3 BARRICADE 5 5 $ 5 $ $ $ $ LIGHT PLANT TMA $ A 6' TRAVELL AOggryy2 15,46 0.'45; Zeirgi 10% DEVICE DEP. SEE NOTE MATERIAL • VICidElartn 5 1,192.88 3 Ali 5 59.64 5 1 1 MATERIAL Irat equip/ gen labor MATERIAL fuel MATERIAL 5 135.00 3 $ 135.00 5 160.00 5 S S 160.00 MATERIAL MATERIAL S 3 or a• see s ree is goes not accoun or mo., wee en. wor , ove Ime an. gay wor . NOTE: MUS HAVE ALL LABOR IN FEAST TOTAL LABOR COST TOTAL DEVICE DEPRECIATION TOTAL EQUIPMENT COST TOTAL MATERIAL COST TRAVEL}' 5 $ 5 $ 1,19288 59.64 190.00 295.00 BER! -a OPERATING COST OVERHEAD COST TOTAL COST PROPOSED ! BILLED NET PROFIT / LOSS % OF PROFT / LOSS f $ 3 1,737.52 596.44 2.333.96 2500 $ 169.04 7% Victor Bohannon From: Don Wilton Surveying <dhwpls@aol.com> Sent: Tuesday, July 01, 2014 4:48 PM To: Victor Bohannon Subject: Summitview East vs Summitview West Victor, Our additional cost estimate for doing Summitview East (16th to Yakima Ave) vs. Summitview West is +-I $ 1100.00, base on an estimated field time of: Survey Crew 5.0 hr @ $ 160.00/hr Land Surveyor 2.0 hr @ $ 100.00/hr Draftsman 1.5 hr @ $ 80.00/hr The additional work is topography and subsequent re-establishing the following: a) Additional 900 LF b) Three additional multi -lane curves c).13 Additional intersections (counting each intersection on each side) d) One additional lane reduction striping e) Additional parking & bicycle striping Please contact me if you have any questions, Don Wilton Don Wilton Surveying PO Box 2275 Yakima, WA 98907 (509) 454-8195 (0) (509) 759-0966 (m) 1 Project: (Name) (Address) To: (Contractor) City of Yakima 2014 Street Resurfacing Project 129 N. 2nd Street [olumbia Asphalt PO Box 9337 Yakima, WA 98909 1 Change Order Change Order Number 3 Change Order Date November 19 2014 Contract Number 2379 & 2381 Contract Date April 30, 2014 You are directed to make the following changes in this Contract: Install two 2 -inch PVC conduits from the southeast corner of 2nd Street to the southwest corner of 2nd Street for future fiber optic lines. This work is done in cooperation with Yakima County, and also replaces the side- walk in poor condition at the southeast corner of 2nd Street and MLK. Add Item CO #3E-1: Installing Two 2 -inch Conduits, Lump Sum, $5,000.00 This work includes excavating, backfilling, saw -cutting and traffic control Increase Item #3—Removing Cement Conc. Sidewalk by 19.1 SY @ $41/SY = $783.10 Increase Item #4—Removing Cement Conc. Curb and Gutter by 35 LF © $18/LF = $630.00 Increase Item #20—Cement Conc. Traffic Curb and Gutter by 35 LF @ $32/LF =$1,120.00 Increase Item #22—Cement Conc. Pedestrian Curb by 6.2 LF @$23/LF = $142.60 Increase Item #44—Cement Conc. Sidewalk by 19.1 SY @ $55/SY = 1,050.50 Increase Item #48—Cement Conc. Curb Ramp, Type Perpendicular A by 1 EA @ $1,120/EA = $1,120.00 Increase Item #49—Cement Conc. Curb Ramp, Type Perpendicular B by 1 EA @ $1,090/EA = $1,090.00 The total cost for this change order is $10,936.20 This Change Order is to be considered as much a part of the Contract Documents as if it was included in the Not valid until signed by both the Approving Authority and Contractor. Signature of the Contractor indicated agreement herewith, including any adjustment on the Contract Sum or Contract Time. The original Contract Sum was $ 16,206,237.02 Net change by previous Change Orders $ 132,182.90 The Contract Sum prior to this Change Order $ 16,338,419.92 The Contract Sum will be: 0 Increased ❑ Decreased 0 Unchanged by this Change Order $ 10,936.20 The New Contract Sum including this Change Order will be $ 16,349,356.12 CITY CONTRAC f NO: ,-11 i `{ — A e!3 The Contract Time will be: 0 Increased 0 Decreased 0 Unchanged by working days DO/ r4 -U0/ The New Contract Time will be working days Contra B By Approval Recommended _ —� ........Dr Approved ByacaLlk /'� 19 �' (� 2.K 1%4 Title 11-9-)(4 Title \ Il Q WeWitt 4 // By •�' :' . . _.4 — Date II j )1q I i I Date Date / / Based on DOT Form 570-001 EF Original to: 0 Contractor Copies to: 0 Region 0 Construction Administrator 0 OSC Accounting 0 City Engineering 2014 Citywide Street Resurfacing City Project No. 2379 & 2381 Change Order No. 3 Justification In cooperation with Yakima County Technology Services, the City agreed to change order the work of installing two conduits from the southeast corner of 2nd Street and MLK to the southwest corner of 2nd Street and MLK onto the street resurfacing contract. The reason that the City agreed to this is that it provided the opportunity to replace the poor concrete located at the southeast corner of 2nd Street and MLK, provided a better location for the City's fiber optic line and the County was willing to contribute 50% of the estimated cost. The estimated cost was $9,000 and the County agreed to contribute $4,500. Columbia submitted an estimated cost of $11,600 to perform this work. After negotiations, they agreed to do the work for around $11,000. The County wouldn't contribute more than the $4,500, but the City's Information Systems agreed to contribute $3,500 to the project so we agreed to have this work done. Work was completed through a combination of increasing quantities of existing bid items and by adding one new lump sum item, "Installing Two 2 -Inch Conduits." The lump sum price of $5,000 was justified by breaking it down into the quantities of the various items of work and multiplying them by the Statewide Average low bid prices for the items as shown below. Lump Sum Work for Installing Conduit Saw -cutting: Structure Excavation Cl. B Incl. Haul: Crushed Surfacing Top Course: PVC Conduit, 2 Inch: Junction Box, 18 inch X 24 Inch: Traffic Control: Mobilization (8%) 160 LF @ $1.00/LF = 160.00 30 CY @ $25.15/CY = 754.50 55 Tons @ $18.91/Ton = 1,040.05 160 LF @ $13.07 = 2,091.20 1 EA @ $200 = 200.00 Lump Sum = 500.00 Lump Sum = 380.00 Total: $5,125.75 Reduced to: $5,000.00 Increased Bid Items: Removing Cement Conc. Sidewalk: 19.1 SY @ $41/SY = Removing Cement Conc. Curb & Gutter: 35 LF @ $18/LF = Cement Conc. Traffic Curb & Gutter: 35 LF @ $32/LF = Cement Conc. Pedestrian Curb: 6.2 LF @ $23/LF= Cement Conc. Sidewalk: 19.1 SY @ $55/SY = Cement Conc. Curb Ramp, Type Perpendicular A: 1 EA @ $1,120/EA = Cement Conc. Curb Ramp, Type Perpendicular B: 1 EA @ $1,090/EA = 783.10 630.00 1,120.00 142.60 1,050.50 1,120.00 1,090.00 Sub Total: $5,936.20 Total this Change Order: $10,936.20 KNOBEL'S ELECTRIC, INC. 801 TENNANT LANE YAKIMA, WA 98901 PHONE (509) 452-9157 FAX (509) 453-1460 QUOTATION TO: Columbia Asphalt DATE: August 18, 2014 ATTN: Victor RE: 2-2° PVC raceways for future fiber optic MLK and N. 2nd street. FAX: -Gentleman: We herewith submit our quotation on the above named job. The proposal as shown In this quotation is taken from the plans and specifications of the above named job as of the date of issue. if addenda have been made to the specifications which is directed to and affects the proposal made below, the quotation wW make note as to covering same. This quotation Is subject to strikes, accidents or causes beyond our control, and to terms and condition of a performance contract. LABOR, MATERIAL AND EQUIPMENT TO PROVIDE ELECTRICAL WORK AS FOLLOWS: • Excavating, backfifiing and compacting for 80ft of trench for road crossing on south side of Martin Luther King and North 2nd street. • Remove and hall off asphalt. �i 14044 ve..4.4 • Back fill with 518 minus gravel.0. - • Install 2- 2" PVC sch 80 race ways with pull string. QTY — PA to • 1-18" X 24" J -box. PRI <<' • Work to be done during evening hours. • Usage tax. L eaeog ? �Alr EGQUIP�"f' Lump sum $5167.82 NOTE: PRICE DOES NOT INCLUDE SAW CUTTING. NOTE: DOES NOT INCLUDE TRAFFIC CONTROL OR ROAD CLOSER. (TO BE PROVIDED BY COLUMBIA ASPHALT.) SINCERELY, Trent Thompson ESTIMATOR 43\"`")i) hen- Cvij f A C r-3 C c_1/4J-r-s AN EQUAL OPPORTUNITY EMPLOYER Quotation is for acceptance within days from above date. Sheffield, Brett From: Steve Nugent [snugent@kbacm.com] Sent: Friday, October 17, 2014 11:25 AM To: Sheffield, Brett Cc: Jim Tobin Subject: Quantities for MLK & 2nd Street The following are the measured quantities for the concrete work at the SE and SW corners of E. MLK and N. 2nd Street: SE corner: Bid Item # 3, Removing Cement Concrete Sidewalk = 1.3 SY 44, Cement Concrete Sidewalk = 1.3 SYRy fl ) SW Corner: Bid Item # 3, Removing Cement Concrete Sidewalk = i8--SY 4, Removing Cement Concrete Curb = 35.0 LF 20, Cement Concrete Traffic Curb & Gutter = 35.0 LF 22, Cement Concrete Pedestrian Curb = 6.2 LF 44, Cement Concrete Sidewalk = 17.8 SY 48, Cement Concrete Curb Ramp Type Perpendicular A = 1 EA 49, Cement Concrete Curb Ramp Type Perpendicular B = 1 EA Steve Nugent T 425.455.9720 j F 425.455.9732 j C 509.222.8249 1 snugent@kbacm.com KBA, Inc. 1 Construction Management Specialists 1 www.kbacm.com 1 City of Yakima Project: (Name) 2014 Street Resurfacing Project (Address) 129 N. 2nd Street To: (Contractor) rColumbia Asphalt PO Box 9337 Yakima, WA 98909 L 7 1 Change Order Change Order Number 4 Change Order Date April 13, 2015 Contract Number 2379 & 2381 Contract Date April 30, 2014 You are directed to make the following changes in this Contract: Resurface Lincoln Avenue from 40th Avenue to 32nd Avenue. The work includes: Add Item CO #4A-1: Planing Bituminous Pavement, 5 -Inch Depth, 655 SY @' $17.20/SY = $11,266.00 This work includes grinding, hauling and preparing for paving. Increase Item #1 -Mobilization by the Lump Sum Price of.$37,645.00 Increase Item #2—Removing Cement Conc. Sidewalk by 135 SY @ $49/SY =, $6,615.00 Increase Item #4 -Removing Cement Conc. Curb by 356 LF @ $18/LF = $6,408.00 Increase Item #6 -Pavement Repair Excavation Incl. Haul by 75 SY @ $19/SY =$1,425.00 Increase Item #1"1—Crushed Surfacing Base Course by 50 Ton @$34/Ton = $1,700.00 Increase Item #12—Crushed Surfacing Top Course by 20 Ton © $80/Ton = $1,600.00 . Increase Item #16- Planing Bituminous Pavement by 6,400 SY @ $1.50/SY = $9,600.00 Increase Item #18—HMA Cl. 1/2 In. PG 64-28 by 1,250 Ton @ $81/Ton = $101,250.00 . See Additional Items on attached sheet. • The total cost for this change order is $365,983.73. This Change Order is to be considered as much a part of the Contract Documents as if it was included in the original contract. Not valid until signed by both the Approving Authority and Contractor. Signature of the Contractor indicated agreement herewith, including any adjustment on the Contract Sum or Contract Time. The original Contract Sum Net change by previous Change The Contract Sum prior to The Contract Sum will be: The New Contract Sum including The Contract Time will be: The New Contract Time will was Orders this Change Order L) Increased ❑ Decreased this Change Order Increased-.-❑ Decreased be 160',,.,, working • ❑ Unchanged by this Change Order will be 0 Unchanged by 30 ' $ 16,206,237.02 $ 143,119.10 $ 16,349,356.12 $ 365,983.73 $ 16,715,339.85 working Alp' CONTRAcri,io:_a/y 080 e+ o:�W� 2o1y-off days Contract a... By AIA) c'116 I Reco m d d Approved Byettu,y1,274 By Title \(l' LSI }��1� a6 fn" .1 Date 4 ` I � Title �A • Date zA1 [ 41 Date (a 9 . / e ::te _ - /5— Based on DOT Form 570-001 EF Original to: 0 Contractor Copies to: 0 Region 0 Construction Administrator ❑ OSC Accounting 0 City Engineering Project: (Name) (Address) To: (Contractor) City of Yakima 2014 Street Resurfacing Project 129 N. 2nd Street ftolumbia Asphalt PO Box 9337 Yakima, WA 98909 1 Change Order Change Order Number 4 Change Order Date April 13, 2015 Contract Number 2379 & 2381 Contract Date April 30, 2014 (Work Description continued) Increase Item Increase Item Increase Item Increase Item Increase Item Increase Item Increase Item Increase Item Increase Item Increase Item Increase Item Increase Item Increase Item Increase Item #19—HMA for Pavement Repair by 350 Ton @ $105/Ton = $36,750.00 #20—HMA forPreleveling by 180 Ton @ $81/Ton = $14,580.00 #23 -Cement Conc. Traffic Curb and Gutter by356 LF @ $28/LF = $9,968.00 #25—Cement Conc. Pedestrian Curb by 184 LF @. $19/LF = $3,496.00 #27 -Paint Line by 6,300 LF @ $0.18/LF = $1,134.00 #28—Plastic Tr"affic Arrow by 5 EA @ $123.00/EA. = $615.00 #29—Painted. Wide Lane Line by 200 LF @ $0.31/LF = $62.00 #31—Plastic Stop Line by 33 LF @ $2.40/LF = $79.20 #34—Project Temporary Traffic Control by the Lump Sum price of $59,272:00 #35—Temporary Pavement Marking by 16,500 LF @ $0.15/LF = $2,475.00 #37—Frame and Grate for Catch Basin by 7 EA @ $720.00/EA = $5,040.00 #39—Adjust Valve Box by 15 EA @.$802.65/EA = $12,039.75 #40—Adjust Manhole by 14 EA @ $923.27 = $12,925.78' #41—Adjust Meter Box by 3 EA @..$80.00/EA = $240.00 Increase Item #43—Adjust Monument Case and Cover by 2 EA @$1,100/EA = $2,200.00 Increase Item #45—Cement Conc. Sidewalk by 3 SY @ $47/SY = $141.00 Increase Item #47—Cement Conc. Curb Ramp, Type Parallel B by 4 EA @ $1,300.00/EA = $5,200.00 Increase Item #48—Cement Conc. Curb Ramp, Type 4A by 4 EA @ $1,550:00/EA = $6,200.00 Increase Item #51—Cement Conc. Driveway Entrance Type 1 by 95 SY @ $53/SY = $5,035.00 Increase Item #52—Detectable Warning Surface by 16 SF @ $4.7/SF _ $752.00 Increase Item #53—Roadway Surveying by an estimated cost of $4,620.00 Increase Item #54—Property Restoration by an' estimated cost of $3,000.00 Based on DOT Form 570-001 EF Original to: 0 Contractor Copies to: 0 Region 0 Construction Administrator 0 OSC Accounting 0 City Engineering GRIND AND OVERLAY LINCOLN - 32ND AVENUE TO 40TH AVENUE ITEM NO. ITEM DESCRIPTION UNIT QTY UNIT PRICE PRICE 1 MOBILIZATION (10%) LS 1 $37,645.00 $37,645.00 2 REMOVING CEMENT CONC. SIDEWALK SY 135 $49.00 $6,615.00 3 REMOVING CEMENT CONC. CURB LF 356 $18.00 $6,408.00 4 SAWCUT PAVEMENT LF 2,650 $1.00 $2,650.00 6 PAVEMENT REPAIR EXCAVATION INCL. HAUL SY 75 $19.00 $1,425.00 11 CRUSHED SURFACING BASE COURSE TON 50 $34.00 $1,700.00 12 CRUSHED SURFACING TOP COURSE TON 20 $80.00 $1,600.00 16 PLANING BITUMINOUS PAVEMENT SY 6,400 $1.50 $9,600.00 18 HMA CL. 1/2 IN. PG 64-28 TON 1,250 $81.00 $101,250.00 19 HMA FOR PAVEMENT REPAIR TON 350 $105.00 $36,750.00 20 HMA FOR PRELEVELING TON 180 $81.00 $14,580.00 23 CEMENT CONC. TRAFFIC CURB AND GUTTER LF 356 $28.00 $9,968.00 25 CEMENT CONC. PEDESTRIAN CURB LF 184 $19.00 $3,496.00 27 PAINT LINE LF 6,300 $0.18 $1,134.00 28 PLASTIC TRAFFIC ARROW EA 5 $123.00 $615.00 29 PAINTED WIDE LANE LINE LF 200 $0.31 $62.00 31 PLASTIC STOP LINE LF 33 $2.40 $79.20 34 PROJECT TEMPORARY TRAFFIC CONTROL LS 1 $59,272.00 $59,272.00 35 TEMPORARY PAVEMENT MARKING LF 16,500 $0.15 $2,475.00 37 FRAME AND GRATE FOR CATCH BASIN EA 7 $720.00 $5,040.00 39 ADJUST VALVE BOX EA 15 $802.65 $12,039.75 40 ADJUST MANHOLE EA 14 $923.27 $12,925.78 41 ADJUST METER BOX EA 3 $80.00 $240.00 43 ADJUST MONUMENT CASE AND COVER EA 2 $1,100.00 $2,200.00 45 CEMENT CONC. SIDEWALK SY 3 $47.00 $141.00 47 CEMENT CONC. CURB RAMP, TYPE PARALLEL B EA 4 $1,300.00 $5,200.00 48 CEMENT CONC. CURB RAMP, TYPE 4A EA 4 $1,550.00 $6,200.00 51 CEMENT CONC. DRIVEWAY ENTRANCE TYPE 1 SY 95 $53.00 $5,035.00 52 DETECTABLE WARNING SURFACE SF 16 $47.00 $752.00 53 ROADWAY SURVEYING EST 1 $4,620.00 $4,620.00 54 PROPERTY RESTORATION EST 1 $3,000.00 $3,000.00 57 PLANING BITUMINOUS PAVEMENT, 5 IN. DEPTH SY 655 $17.20 $11,266.00 TOTAL I $365,983.73 iL72 elF.:C.: t**J COUNT Y. ENGINEER , •TQc:PtsEre-r LEGEND ADJUSTMENT NOTES REPLACEMENT NOTES CONSTRUCTION NOTES -.555 PEP 54 ":5 t 5 E"Mt.t.557 tt" T •i*.,;;;""; . 7-.7... A ) E otttyt)x 552.45-.,5t Att 455T ME: t5E'Q 5:5t 155" '54tAC 2.E5`55E ti X .555 cttt"AtAL t .555:Z4 itittt 455 5155A" 4"..44i1E 5 ft T et.: 5 5 ":544tt EN.:;iNEEP. 2t..?*4544 :4555515544t. tiittE44t5t4 ttiP,Ett PAttirt 54.55-5F55,4 Tto)tto 575:55 5.54EET 4 F -OR 055,552ittrit.45 F-ttLL ttEP754ittit ttEmE 5 t ttfttt455' 45. 4;5-4..2:54 44.4155 '3551. tttts. Artitt, Pit t .55.4 m„4,,;?,/ C/ECk2 3.4 I 4? LOC,44.415.14? t J1 545; T 7OF 8 tot •1: !(•„„•0„.....• • LEGEND • F.._ t`..t.1-1'..c?•—;•-• 11-: A orl,E•to0 : CL istt 0.7;AvEEN f. •••:5(t. ADJUSTMENT NOTES ADJLtt,T '554: 5:4t,'" 5555 REPLACEMENT NOTES Etti *:,:ftto t: rt,T. EW FRA••••••:f.: CONSTRUCTION NOTES it .t P 55•:. t5:55:,5•,:, A5 A. :NI A :5555 45 CA.; ••••, •"5",..tt" '55 in, t,"I ..tt 7 :75-4 .55.. 4* ;"" I :5 tttFi'tF. CA • Ctt.,!..., 44,•; 1•3 ttt AMP S' -EE'" 4 F4* 574*5 Pi•ON rE' 1;71:E E' A e E LJ.':'4*., GONNE ‘p• ENG !NEER • /-* t?Oet:tfi•t?':. L tyfi'ot. L acttrA A 0,0 E Si7,ECT 2 OF 5 TM% LEGEND 714 4 7 —77-i 74,4A7+ -4.40.4T- 4444 4 T\;7, 4E 4E No; 7 AST; :•••••'F.P: 144 4 .4k CONSTRUCTION NOTES 4.4 A 7 p2t,.. AM:1 Tf ..f,‘; • s.A4, T 27, 0+7, -ro .....7.i;?A.P:7 NAP AP1A2744,71, 155-E.:5E c.:.7:.4.) T **) • EN5 ?NEER TE. •• • r • 1".424.,..7-;e442 • 3.1(4% A if; S/ -FF 3 OF 3 SIDEWALK, CURB & RAMP NOTES A TETE 1 / / / ' .„ c: ...„-- . ...: . .. THE IHREET •-• / RE / 1 RE. E , • E7 / '',- 7 ....k.; / -,.. ' ,.;',.. / _ST. ..g g. E Eggcg, ,g. .7-, CERE i g -T7 . ....• EggiEr HER H.E. fig . . Ai '-'' _ .— , , . . ... , '.....j.,j VBER. L.. l , 4.. 4,:: i 4''' . 4. *..[-R-RDR.--2RREVRS REV*. ..CC.R.T CR:RR ..R.RT.R ERRIV.F. 3RRic...R7. 7.J KRIORRRL .R.CRRRR. — -: ,..... -.. R- - ..., i RE EE R . H. -C HE gr i aiggAgATTT :3 RVRRPRIR I, RRICE**RT RRIR, BE BASE: ON :;'..E..).*R?....Rz.R.,P.E.4.. \ 15. K7 C. Ci REE r., . • i -7... E. ..• ,R.• . . 0— .... E ,. 2 La - g - . g •Ag •• • ERESREHEHATHEERA TFir: SECOND S i D '.:. gAgAgE NUMBER. R,..iAr.. S T ATHH. OE S Y. ',...,.- TON . FE E gg• LACH ARE EACH CACHE Tiggrigii g- AO I S.7. ig. FE S F• CHEINEREREE 'Ll'..4cot.N cc:A...of-RI- Poto APPRoAcH -o. sTAV3ARD CONCRE TEC DRR, EggrEA22 R. AHA P Si EA 'EVA Rig UN SEAR tSg. RARE: DOREN To Dp,vpt,,,Ay L:Na-AN RAE,E0 RENE:CATE ASiiiii ALT AND &LASE TH_,R., RH AREHARD LEECH:REEF: Digi crEsi.:772 RENE OVE ASPHALT AND CERENSTRLECET STANDARD RERNCRETIE DRE7E 02.207 L•NCOLN RIRETHEVE ASPHALT ATM TEREARTAPLEgr S. HARR-TARE) RETEST:7E : E DRARTECAC E L RICERCA RCALACE CHRiggi F -OR CB CHER". g• E ENERHALEAHON E il CC TN L•NCCLN 122517.1 Lg g CO Fri PI ARC CURB 70R. CET CHAE7C RESHALEATHHN E NCO L 7 i 17 •i 3 0 R T 7 f R Egg ARE CHER.C. TOR CB c2R7777. EATT Ai I R. r RHRE -R 1P„ 2222 REPLACE CLERB 70ii. CB HIRAI 2 igsT-77E-TELATiON E31I.-.R.31 r ..!. : .i.,. i ; EHICCEN 1 20 g HE EA E.H. A E. E. CAHRIALTECCE CURB, LEATHECHA RE 22; FERCEROLITEERR REPLACE. ONE. PANE! gERERECELN R r P 1.. A i..... E. DA REIR....GF EE CURB 111111111 11 11 111111111 __ I 11 .173 4 272.- HE Higg HS i E. 2 7 . , R 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" #23 79 PREPARED UNDER THE DiRECT/ON OF: COUNTY ENGiNEER DViA 1s,CUR5 & RAMP NOTES L1COLN AVE. HEE4 OF 8 1-2O FT TAPER FT TO 10 FT LANES LINCOLN AVENUE FACE OF cuwe) FAGE OF CUM ea_ DO 100 FT TORA6E LANE .00 50 FT 7.00 FT TAPER E OF CURD 5.00 4.00 9.00 10 CHANNEL1ZATION N0TE5 0 PAINTED LANE LINE () PAINTED DOUBLE CENTER LINE PAINTED WIDE LINE PLASTIC STOP LINE PLASTIC TRAFFIC ARROW PAINTED WIDE DOTTED LANE LINE FACE OF CURB REVISIOW CHANNELIZATION IS REVISED FROM STATION 0+00 to 6+00 TO PROVIDE LONGER TURN LANES AT THE INTERSECTION_ REMOVE EXISTING MARKINGS FROM STA. 0+00 TO 0#60. 40 0 40 80 N TREF /7 ES' R F AC C PR Oi #2, 3 P? PREPAR.E-0 THE i)IRECTION OF: OD N TY EM:51?../EET OA TE: P j C TE ;NI LEr.? C,HEC:CE- R1_ OC; -44C E - ReV?5;c-N 1 PA ',.'MEN r /N.C.% L I rs Of VEfI!JE r; ' -)r:; 5 TA 0+ 00 TO 37A SHEET 5 OF 8 (Ay urerlay_10AVEMENT Ls1F49 City of Yakima 2016 °vela LINCOLN AVENUE F ACE Cf CURD [FACE OF CURD 13.0014.00 FACE OF CURD FACE OF CURD LI NICJE THE C)IECTION OF: 10:57^ ^u C OLA 1 F WEEk- ATE: 1/4„7://c' 1(7.00 17.00 PPC.iEC T EN0)*A.TEr,': LOCHMN_LEk AWN: CA ECKEP Dr: Q L C.:C.)-WILLEQ FACE OF CURD ty overlay_ PAVE M CHANNELIZATION NOTES 0 PAINTEP LANE LINE 0 PAINTEP POUDLE- CENTER. LINE A N T. MA /2/e: 'NG L /NCO Lki A N E 1000 TO T.A. 70+00 projectsViR City of Yoltimp 2015 SHEET 6 OF 8 0In 0 AGE0F CURB I0o 221 LINCOLN AVENUE 2.00 24t00 A 2(7.00 27.00 CHANNELIZATION N0TE5 0 PAINTED LANE LINE 0 PAINTED DOUBLE CENTER LINE 40 0 40 80 0 1;1 201 CITYWIDE S HEET RESURFACING PROJECT #2379 PROJECTENGWEER: ROBERT 1.0CHMILLER DRAWN: P. e+NcAip CHECKED Y: R. LOCHALLER WEV1510N. PAVEMENT MAelnio LINCOLN AVENUE 57-A. 20i00 TO E.O.P. SHEET 7 OF 8 W. LINCOLN AVE DAD END ROAD WORK 620-2 W20 -I 620-2 N T5 20 1 4. C.,. IT Yi/Vii5E R 11,`..;* URFA PROJ C: 7 0 / ?EPA kE LiiJL)E COLJtJTY Fr,..10.1NEF-1;.? L)A T E OJEC t EAA5 JEQ: T !, OCHAliLLE;C' C.) A Mitki: J 0 -if EO ay: P. ii.6.1CAL? j P. 1.0Cer0MiLLEP Ci,EVI k... ./ LII‘JCOL Ni A V EkiEeAL TPA FF C 1 F L.A '\ SHEET 8 OF 8 City of Yakima Engineering Division 20:1,4 CITYWIDE STREET RESURFACING PROJECT Construction Contract Specifications & Bid Documents City Project Number 2379 & 2381 129 North Second Street Yakima, WA 98901 March 2014 Phone (509) 575-6111 Fax (509) 576-6314 City Of Yakima 2014 Citywide Street Resurfacing City Project Nos. 2379 & 2381 • Project #1 • Project #2 • Project #3 • Project #4 • Project #5 21 CONTENTS CITY OF YAKIMA 2014 Citywide Street Resurfacing Project City Project Nos. 2379 & 2381 SECTION PAGE INVITATION TO BID 5 STANDARD SPECIFICATIONS Standard Specifications......... ...... ............ ...... ......... ........ ................. 7 Amendments to the 2012 Standard Specifications ..................... 7 CONTRACT PROVISIONS General Special Provisions and Contract Special Provisions 13 Project Description....................................................................... 14 1-01 Definitions......... ...... ............... ...... ...... ............... ...... 14 1-02 Bid Procedures and Conditions ............................................... 16 1-03 Award and Execution of Contract ..................................... 21 1-04 Scope of Work............... ...... ............ ...... ......... ...... ............... 23 1-05 Control of Work 23 1-06 Control of Materials......... ...... ............ ...... ......... ...... .............. 30 1-07 Legal Relations and Responsibilities to the Public ..................... 31 1-08 Prosecution and Progress ..................................................... 41 1-09 Measurement and Payment............... ...... ......... ...... ............... 45 1-10 Temporary Traffic Control 45 2-01 Clearing, Grubbing and Roadside Cleanup.................. ...... ........ 46 2-02 Removal of Structure and Obstructions... ...... ............... ...... 47 2-03 Roadway Excavation and Embankment 50 2-07 Watering . 51 2-09 Structural Excavation......... ...... ...... ............... ...... ............... 51 3-01 Aggregate Production and Acceptance 52 5-04 Hot Mix Asphalt................................................................... 53 5-05 Cement Concrete Pavement...... ...... ...... ............... ...... 58 7-01 Drains........................................................................... 66 7-04 Storm Sewers............... ...... ............ ...... ......... ...... ................ 66 7-05 Manholes, Inlets, Catch Basins & Drywells................................. 66 7-08 General Pipe Installation... ...... ......... ...... ............... ...... ......... 69 7-12 Valves for Water Mains..................... ...... ......... ...... ................ 70 7-15 Service Connections.................. ...... ............... ...... ................ 71 7-17 Sanitary Sewers............ ...... ............ ...... ......... ...... ............ ..... 72 7-18 Side Sewers.................. ...... ............ ......... ............... ...... ....... 75 8-01 Erosion Control and Water Pollution Control......... ...... ................ 76 8-04 Curbs, Gutters, and Spillways............... ...... ............... ...... ........ 76 8-13 Monument Cases............ ...... ...... ...... ............... ...... 76 3 8-14 Cement Concrete Sidewalk...... ...... ...... ............... ...... 76 8-20 Illumination, Traffic Signal Systems, Intelligent Transportation Systems and Electrical.................. ...... ...... ............... ...... 77 8-21 Permanent Signing......... ...... ............ ...... ......... ...... .............. 77 8-22 Pavement Markings.................. ...... ...... ............... ...... 78 8-30 Property Restoration 79 9-03 Aggregates.................. ...... ............ ...... ......... ...... ............ ..... 79 9-14 Erosion Control and Roadside Planting 80 STANDARD PLANS............... ...... ............ ...... ......... ...... ............... 80 Contract Form 91 Performance Bond Form......................................................................... 101 Sample Certificate of Insurance................................................................ 103 Sample Additional Insured Endorsement 104 Minimum Wage Affidavit Form 107 PREVAILING WAGE RATES Prevailing Wage Rates..................................................................... 109 PROPOSAL ProposalForm........................................................................ 111 Item Proposal Bid Sheet 113 Bid Bond Form........................................................................... 149 Proposal Signature Sheet 151 Compliance With Immigration and Naturalization Act 153 Non -Collusion Declaration...................................................... 155 Non -Discrimination Provision ................................................... 157 Women and Minority Business Enterprise Policy .................................... 159 Council Resolution........................................................................... 161 Affirmative Action Plan...................................................................... 163 Bidders Certification 165 Subcontractor's Certification.................. ...... ............ ...... ............. ........ . 167 Materially and Responsiveness............... ......... ............... ...... ....... 169 Bidders Check List 171 PLANS & DETAILS Traffic Control Plans... ...... ............... ...... ...... ............... ...... ..... Attached Construction Plans............... ...... ............ ...... ......... ...... ............ ...... Attached 4 INVITATION TO BID NOTICE IS HEREBY GIVEN that sealed bids will be received by the City Clerk of the City of Yakima, 129 North 2nd Street, Yakima, Washington, 98901 until 3:30 pm on April 10, 2014 and will then and there be opened and publicly read for the construction of CITY OF YAKIMA 2014 Citywide Street Resurfacing Project City Project Nos. 2379 & 2381 This project provides for the improvement of various street segments throughout the City. Work includes pavement repair, planing bituminous pavement, paving with hot mix asphalt, paving with cement concrete pavement, constructing curb, gutter and sidewalk, constructing ADA ramps, pavement markings, sanitary sewer replacement and other work all to be constructed in accordance with the plans and specifications as prepared by the City Engineer of the City of Yakima. This proposal solicitation consists of five (5) stand-alone projects, each similar in construction, for bidding on one or all project schedules as identified in the plans and specifications. All bid proposals shall be accompanied by a bid proposal deposit in cash, certified check, cashier's check or surety bond in an amount equal to five percent (5%) of the amount of such bid proposal. Should the successful bidder fail to enter into such contract and furnish satisfactory performance bond within the time stated in the specifications, the bid proposal deposit shall be forfeited to the City of Yakima. Complete digital project Bidding Documents are available at www.questcdn.com. You may download the digital plan documents for $20.00 by inputting Quest project # 3189969 on the website's Project Search page. Please contact QuestCDN.com at 952-233-1632 or info@questcdn.com for assistance in free membership registration, downloading, and working with this digital project information. An optional paper set of project plans and specifications may be obtained at the Office of the City Engineer located at 129 North 2nd Street (509-575-6111), upon payment in the amount of $100.00 for each set, non-refundable. Project questions should be directed to Bob Desgrosellier at 509-575-6228. Informational copies of maps, plans, and specifications are on file for inspection in the Office of the City Engineer of Yakima in Yakima, Washington. The City of Yakima in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 U.S.C. 2000d to 2000-4 and Title 49, Code of Federal Regulations, Department of Transportation, subtitle A, Office of the Secretary, Part 21, nondiscrimination in federally assisted programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively insure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color or national origin in consideration for an award. The City reserves the right to reject any or all bids and proposals. DATED this 19h day of March, 2014 PUBLISH: March 20, 2014 March 27, 2014 5 INTRODUCTION The following Amendments and Special Provisions shall be used in conjunction with the 2014 Standard Specifications for Road, Bridge, and Municipal Construction. AMENDMENTS TO THE STANDARD SPECIFICATIONS The following Amendments to the Standard Specifications are made a part of this contract and supersede any conflicting provisions of the Standard Specifications. For informational purposes, the date following each Amendment title indicates the implementation date of the Amendment or the latest date of revision. Each Amendment contains all current revisions to the applicable section of the Standard Specifications and may include references which do not apply to this particular project. Section 1-07, Legal Relations and Responsibilities to the Public January 6, 2014 1-07.2 State Taxes This section is revised to read: The Washington State Department of Revenue has issued special rules on the state sales tax. Sections 1-07.2(1) through 1-07.2(3) are meant to clarify those rules. The Contracting Agency will not adjust its payment if the Contractor bases a Bid on a misunderstood tax liability. The Contracting Agency may deduct from its payments to the Contractor, retainage or lien the bond, in the amount the Contractor owes the State Department of Revenue, whether the amount owed relates to the Contract in question or not. Any amount so deducted will be paid into the proper State fund on the contractor's behalf. For additional information on tax rates and application refer to applicable RCWs, WACs or the Department of Revenue's website. 1-07.2(1) State Sales Tax: Work Performed on City, County, or Federally -Owned Land This section including title is revised to read: 1-07.2(1) State Sales Tax: WAC 458-20-171 — Use Tax For Work designated as Rule 171, Use Tax, the Contractor shall include for compensation the amount of any taxes paid in the various unit Bid prices or other Contract amounts. Typically, these taxes are collected on materials incorporated into the project and items such as the purchase or rental of; tools, machinery, equipment, or consumable supplies not integrated into the project. The Summary of Quantities in the Contract Plans identifies those parts of the project that are subject to Use Tax under Section 1-07.2(1). 1-07.2(2) State Sales Tax: Work on State -Owned or Private Land This section including title is revised to read: 1-07.2(2) State Sales Tax: WAC 458-20-170 — Retail Sales Tax For Work designated as Rule 170, Retail Sales Tax, the Contractor shall collect from the Contracting Agency, Retail Sales Tax on the full Contract price. The Contracting Agency 7 will automatically add this Retail Sales Tax to each payment to the Contractor and for this reason; the Contractor shall not include the Retail Sales Tax in the unit Bid prices or in any other Contract amount. However, the Contracting Agency will not provide additional compensation to the Prime Contractor or Subcontractor for Retail Sales Taxes paid by the Contractor in addition to the Retail Sales Tax on the total contract amount. Typically, these taxes are collected on items such as the purchase or rental of; tools, machinery, equipment, or consumable supplies not integrated into the project. Such sales taxes shall be included in the unit Bid prices or in any other Contract amounts. The Summary of Quantities in the Contract Plans identifies those parts of the project that are subject to Retail Sales Tax under Section 1-07.2(2). 1-07.2(3) Services This section is revised to read: Any contract wholly for professional or other applicable services is generally not subject to Retail Sales Tax and therefore the Contractor shall not collect Retail Sales Tax from the Contracting Agency on those Contracts. Any incidental taxes paid as part of providing the services shall be included in the payments under the contract. Section 5-01, Cement Concrete Pavement Rehabilitation January 6, 2014 5-01.2 Materials The referenced section for the following item is revised to read: Dowel Bars 9-07.5 Section 5-04, Hot Mix Asphalt January 6, 2014 5-04.3(7)A3 Commercial Evaluation The second sentence in the first paragraph is revised to read: Mix designs for HMA accepted by commercial evaluation shall be submitted to the Project Engineer on WSDOT Form 350-042. Section 6-02, Concrete Structures January 6, 2014 6-02.3(6)A2 Cold Weather Protection The first sentence in the first paragraph is revised to read: This Specification applies when the weather forecast on the day of concrete placement predicts air temperatures below 35°F at any time during the 7 days following placement. 6-02.3(15) Date Numerals The third sentence in the first paragraph is revised to read: 8 When an existing Structure is widened or when traffic barrier is placed on an existing Structure, the date shall be for the year in which the original Structure was completed. 6-02.3(17)A Design Loads The fifth paragraph is revised to read: Live loads shall consist of a minimum uniform load of not less than 25 psf, applied over the entire falsework plan area, plus the greater of: 1. Actual weights of the deck finishing equipment applied at the rails, or; 2. A minimum load of 75 pounds per linear foot applied at the edge of the bridge deck. 6-02.3(17)J Face Lumber, Studs, Wales, and Metal Forms The second to last paragraph is deleted. 6-02.3(20) Grout for Anchor Bolts and Bridge Bearings The first five paragraphs are deleted and replaced with the following two new paragraphs: Grout shall conform to Section 9-20.3(2) for anchor bolts and for bearing assemblies with bearing plates. Grout shall conform to Section 9-20.3(3) for elastomeric bearing pads and fabric pad bearings without bearing plates. Grout shall be a workable mix with a viscosity that is suitable for the intended application. The Contractor shall receive approval from the Engineer before using the grout. 6-02.3(26)F Prestressing Reinforcement The last sentence in the fourth paragraph is revised to read: If the prestressing reinforcement will not be stressed and grouted for more than 7 calendar days after it is placed in the ducts, the Contractor shall place an approved corrosion inhibitor conforming to Federal Specification MIL -I -22110C in the ducts. Section 6-07, Painting January 6, 2014 6-07.3(10)E Surface Preparation — Full Paint Removal This section is revised to read: For structures where full removal of existing paint is specified, the Contractor shall remove any visible oil, grease, and road tar in accordance with SSPC-SP 1. Following preparation by SSPC-SP 1, all steel surfaces to be painted shall be prepared in accordance with SSPC-SP 10, near -white metal blast cleaning. Surfaces inaccessible to near -white metal blast cleaning shall be prepared in accordance with SSPC-SP 11, power tool cleaning to bare metal, as allowed by the Engineer. 9 Section 8-04, Curbs, Gutters, and Spillways January 6, 2014 8-04.3(1) Cement Concrete Curbs, Gutters, and Spillways The first sentence in the fourth paragraph is revised to read: Expansion joints in the curb or curb and gutter shall be spaced as shown in the Plans, and placed at the beginning and ends of curb returns, drainage Structures, bridges, and cold joints with existing curbs and gutters. 8-04.3(1)A Extruded Cement Concrete Curb The second sentence in the second paragraph is revised to read: Cement concrete curbs shall be anchored to the existing pavement by placing steel reinforcing bars 1 foot on each side of every joint. The third paragraph is revised to read: Steel reinforcing bars shall meet the dimensions shown in the Standard Plans. Section 8-11, Guardrail January 6, 2014 8-11.3(1)A Erection of Posts The second paragraph in this section is deleted. 8-11.3(1)C Terminal and Anchor Installation The last sentence in the last paragraph is deleted. Section 9-03, Aggregates January 6, 2014 9-03.1(2)C Use of Substandard Gradings This section including title is deleted in its entirety and replaced with the following: Vacant Section 9-07, Reinforcing Steel January 6, 2014 9-07.5(2) Corrosion Resistant Dowel Bars (for Cement Concrete Pavement) This section's title is revised to read: 9-07.5(2) Corrosion Resistant Dowel Bars (for Cement Concrete Pavement and Cement Concrete Pavement Rehabilitation) Section 9-09, Timber and Lumber January 6, 2014 9-09.3(1) General Requirements The fourth paragraph is revised to read: 101 All orders of treated timber and lumber shall be accompanied by a Certificate of Treatment record. The Certificate of Treatment showing conformance to this specification and AWPA standards shall include the following information: Name and location of the wood preserving company, Customer identification, Date of treatment and charge number, Type of chemical used and amount of retention, Treating process and identification of the Specification used, Boring records verifying treatment penetration for timber and lumber with a nominal dimension of 6" x 6" or larger, Description of material that was treated, and Signature of a responsible plant official. The fifth paragraph is deleted. The first sentence in the last paragraph is revised to read: All timber and lumber to be used in aquatic environments, unless specified otherwise in the Contract, shall be chemically treated using Western Wood Preservers Institute Best Management Practices (BMPs). Section 9-14, Erosion Control and Roadside Planting January 6, 2014 9-14.4(7) Tackifier This section is revised to read: Tackifiers are used as a tie -down for soil, compost, seed, and/or mulch. Tackifiers shall contain no growth or germination -inhibiting materials and shall not reduce infiltration rates. Tackifiers shall hydrate in water and readily blend with other slurry materials. The Contractor shall provide test results documenting the tackifier meets the requirements for Acute Toxicity, Solvents, and Heavy Metals as required in Table 1 in Section 9-14.4(2). The tests shall be performed at the manufacturer's recommended application rate. 9-14.6(2) Quality The second and third paragraphs in this section are revised to read: All plant material shall comply with State and Federal laws with respect to inspection for plant diseases and insect infestation. Plants must meet Washington State Department of Agriculture plant quarantines and have a certificate of inspection. Plants originating in Canada must be accompanied by a phytosanitary certificate stating the plants meet USDA health requirements. All plant material shall be purchased from a nursery licensed to sell plants in their state or province. Blue and black paint shall comply with the requirements for yellow paint in Section 9- 34.2(4) and Section 9-34.2(5), with the exception that blue and black paints do not need to meet the requirements for titanium dioxide, directional reflectance, and contrast ration. 121 INTRODUCTION TO THE SPECIAL PROVISIONS (August 14, 2013 APWA GSP) The work on this project shall be accomplished in accordance with the Standard Specifications for Road, Bridge and Municipal Construction, 2014 edition, as issued by the Washington State Department of Transportation (WSDOT) and the American Public Works Association (APWA), Washington State Chapter (hereafter "Standard Specifications"). The Standard Specifications, as modified or supplemented by the Amendments to the Standard Specifications and these Special Provisions, all of which are made a part of the Contract Documents, shall govern all of the Work. These Special Provisions are made up of both General Special Provisions (GSPs) from various sources, which may have project -specific fill-ins; and project -specific Special Provisions. Each Provision either supplements, modifies, or replaces the comparable Standard Specification, or is a new Provision. The deletion, amendment, alteration, or addition to any subsection or portion of the Standard Specifications is meant to pertain only to that particular portion of the section, and in no way should it be interpreted that the balance of the section does not apply. The project -specific Special Provisions are not labeled as such. The GSPs are labeled under the headers of each GSP, with the effective date of the GSP and its source. For example: (March 8, 2013 APWA GSP) (April 1, 2013 WSDOT GSP) Also incorporated into the Contract Documents by reference are: • Manual on Uniform Traffic Control Devices for Streets and Highways, currently adopted edition, with Washington State modifications, if any • Standard Plans for Road, Bridge and Municipal Construction, WSDOT/APWA, current edition • City of Yakima Standard Details Contractor shall obtain copies of these publications, at Contractor's own expense. 131 DIVISION 1 GENERAL REQUIREMENTS DESCRIPTION OF WORK (March 13, 1995) This Contract provides for the improvement of various street segments throughout the City. Work includes pavement repair, planing bituminous pavement, paving with hot mix asphalt, paving with cement concrete pavement, constructing curb, gutter and sidewalk, constructing ADA ramps, pavement markings and other work, all in accordance with the attached Contract Plans, these Contract Provisions, and the Standard Specifications. 1-01 DEFINITIONS AND TERMS 1-01.3 Definitions (March 8, 2013 APWA GSP) Delete the heading Completion Dates and the three paragraphs that follow it, and replace them with the following: Dates Bid Opening Date The date on which the Contracting Agency publicly opens and reads the Bids. Award Date The date of the formal decision of the Contracting Agency to accept the lowest responsible and responsive Bidder for the Work. Contract Execution Date The date the Contracting Agency officially binds the Agency to the Contract. Notice to Proceed Date The date stated in the Notice to Proceed on which the Contract time begins. Substantial Completion Date The day the Engineer determines the Contracting Agency has full and unrestricted use and benefit of the facilities, both from the operational and safety standpoint, any remaining traffic disruptions will be rare and brief, and only minor incidental work, replacement of temporary substitute facilities, plant establishment periods, or correction or repair remains for the Physical Completion of the total Contract. Physical Completion Date The day all of the Work is physically completed on the project. All documentation required by the Contract and required by law does not necessarily need to be furnished by the Contractor by this date. Completion Date The day all the Work specified in the Contract is completed and all the obligations of the Contractor under the contract are fulfilled by the Contractor. All documentation required by the Contract and required by law must be furnished by the Contractor before establishment of this date. Final Acceptance Date The date on which the Contracting Agency accepts the Work as complete. 141 Supplement this Section with the following: All references in the Standard Specifications, Amendments, or WSDOT General Special Provisions, to the terms "State", "Department of Transportation", "Washington State Transportation Commission", "Commission", "Secretary of Transportation", "Secretary", "Headquarters", and "State Treasurer" shall be revised to read "Contracting Agency". All references to "State Materials Laboratory" shall be revised to read "Contracting Agency designated location". All references to "final contract voucher certification" shall be interpreted to mean the final payment form established by the Contracting Agency. The venue of all causes of action arising from the advertisement, award, execution, and performance of the contract shall be in the Superior Court of the County where the Contracting Agency's headquarters are located. Additive A supplemental unit of work or group of bid items, identified separately in the Bid Proposal, which may, at the discretion of the Contracting Agency, be awarded in addition to the base bid. Alternate One of two or more units of work or groups of bid items, identified separately in the Bid Proposal, from which the Contracting Agency may make a choice between different methods or material of construction for performing the same work. Business Day A business day is any day from Monday through Friday except holidays as listed in Section 1-08.5. Contract Bond The definition in the Standard Specifications for "Contract Bond" applies to whatever bond form(s) are required by the Contract Documents, which may be a combination of a Payment Bond and a Performance Bond. Contract Documents See definition for "Contract". Contract Time The period of time established by the terms and conditions of the Contract within which the Work must be physically completed. Notice of Award The written notice from the Contracting Agency to the successful Bidder signifying the Contracting Agency's acceptance of the Bid Proposal. Notice to Proceed The written notice from the Contracting Agency or Engineer to the Contractor authorizing and directing the Contractor to proceed with the Work and establishing the date on which the Contract time begins. 151 Traffic Both vehicular and non -vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrian traffic. 1-02 BID PROCEDURES AND CONDITIONS 1-02.1 Prequalification of Bidders Delete this Section and replace it with the following: 1-02.1 Qualifications of Bidder (January 24, 2011 APWA GSP) Before award of a public works contract, a bidder must meet at least the minimum qualifications of RCW 39.04.350(1) to be considered a responsible bidder and qualified to be awarded a public works project. (******) All contractors and subcontractors interested in performing the concrete pavement work proposed in these Plans must fill out the Contractor Prequalification Form, found at the end of these Contract Documents, demonstrating that they have a minimum of five years experience of being in responsible charge of concrete street paving or have been qualified by WSDOT for constructing concrete paved road surfaces. The information submitted will be verified by the Engineer. 1-02.2 Plans and Specifications (June 27, 2011 APWA GSP) Delete this section and replace it with the following: Information as to where Bid Documents can be obtained or reviewed can be found in the Call for Bids (Advertisement for Bids) for the work. After award of the contract, plans and specifications will be issued to the Contractor at no cost as detailed below: To Prime Contractor No. of Sets Basis of Distribution Reduced plans (11" x 17") 6 Furnished automatically upon award. Contract Provisions 6 Furnished automatically upon award. Large plans (e.g., 22" x 34") N/A Furnished only upon request. Additional plans and Contract Provisions may be obtained by the Contractor from the source stated in the Call for Bids, at the Contractor's own expense. 161 Proposal Forms Delete this section and replace it with the following: The Proposal Form will identify the project and its location and describe the work. It will also list estimated quantities, units of measurement, the items of work, and the materials to be furnished at the unit bid prices. The bidder shall complete spaces on the proposal form that call for, but are not limited to, unit prices; extensions; summations; the total bid amount; signatures; date; and, where applicable, retail sales taxes and acknowledgment of addenda; the bidder's name, address, telephone number, and signature; the bidder's D/M/WBE commitment, if applicable; a State of Washington Contractor's Registration Number; and a Business License Number, if applicable. Bids shall be completed by typing or shall be printed in ink by hand, preferably in black ink. The required certifications are included as part of the Proposal Form. 1-02.6 Preparation of Proposal Section 1-02.6 is supplemented with the following: (******) Multiple Award Contract This Bid Proposal permits the bidder to submit a bid on any one or more projects identified, up to and including all five projects, at the bidder's discretion in accordance with Section 1- 02.11. Bid Proposal The bid proposal is composed of the following Projects: 1) Project #1- Constructing all items associated with Schedule A & Schedule F. 2) Project #2- Constructing all items associated with Schedule B. 3) Project #3- Constructing all items associated with Schedule C. 4) Project #4- Constructing all items associated with Schedule D. 5) Project #5- Constructing all items associated with Schedule E. Bid Procedures The bidder shall submit a price for each and every item of work included under each Project that the bidder chooses to bid on. The Contracting Agency was the right to reject any or all Bids for any specific or all of the Projects. (June 27, 2011 APWA GSP) Supplement the second paragraph with the following: 4. If a minimum bid amount has been established for any item, the unit or lump sum price must equal or exceed the minimum amount stated. 5. Any correction to a bid made by interlineation, alteration, or erasure, shall be initialed by the signer of the bid. 171 (August 2, 2004) The fifth and sixth paragraphs of Section 1-02.6 are deleted. Delete the last paragraph, and replace it with the following: The Bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner. A bid by a corporation shall be executed in the corporate name, by the president or a vice president (or other corporate officer accompanied by evidence of authority to sign). A bid by a partnership shall be executed in the partnership name, and signed by a partner. A copy of the partnership agreement shall be submitted with the Bid Form if any D/M/WBE requirements are to be satisfied through such an agreement. A bid by a joint venture shall be executed in the joint venture name and signed by a member of the joint venture. A copy of the joint venture agreement shall be submitted with the Bid Form if any D/W/MBE requirements are to be satisfied through such an agreement. 1-02.7 Bid Deposit (March 8, 2013 APWA GSP) Supplement this section with the following: Bid bonds shall contain the following: 1. Contracting Agency -assigned number for the project; 2. Name of the project; 3. The Contracting Agency named as obligee; 4. The amount of the bid bond stated either as a dollar figure or as a percentage which represents five percent of the maximum bid amount that could be awarded; 5. Signature of the bidder's officer empowered to sign official statements. The signature of the person authorized to submit the bid should agree with the signature on the bond, and the title of the person must accompany the said signature; 6. The signature of the surety's officer empowered to sign the bond and the power of attorney. If so stated in the Contract Provisions, bidder must use the bond form included in the Contract Provisions. If so stated in the Contract Provisions, cash will not be accepted for a bid deposit. 1-02.9 Delivery of Proposal (August 15, 2012 APWA GSP, Option A) Delete this section and replace it with the following: Each proposal shall be submitted in a sealed envelope, with the Project Name and Project Number as stated in the Call for Bids clearly marked on the outside of the envelope, or as otherwise required in the Bid Documents, to ensure proper handling and delivery. 181 If the project has FHWA funding and requires DBE Written Confirmation Documents or Good Faith Effort Documentation, then to be considered responsive, the Bidder shall submit with their Bid Proposal, written Confirmation Documentation from each DBE firm listed on the Bidder's completed DBE Utilization Certification, form 272-056A EF, as required by Section 1-02.6. The Contracting Agency will not open or consider any Bid Proposal that is received after the time specified in the Call for Bids for receipt of Bid Proposals, or received in a location other than that specified in the Call for Bids. 1-02.13 Irregular Proposals (March 13, 2012 APWA GSP) Revise item 1 to read: 1. A proposal will be considered irregular and will be rejected if: a. The Bidder is not prequalified when so required; b. The authorized proposal form furnished by the Contracting Agency is not used or is altered; c. The completed proposal form contains any unauthorized additions, deletions, alternate Bids, or conditions; d. The Bidder adds provisions reserving the right to reject or accept the award, or enter into the Contract; e. A price per unit cannot be determined from the Bid Proposal; f. The Proposal form is not properly executed; g. The Bidder fails to submit or properly complete a Subcontractor list, if applicable, as required in Section 1-02.6; h. The Bidder fails to submit or properly complete a Disadvantaged Business Enterprise Certification, if applicable, as required in Section 1-02.6; The Bidder fails to submit written confirmation from each DBE firm listed on the Bidder's completed DBE Utilization Certification that they are in agreement with the bidders DBE participation commitment, if applicable, as required in Section 1- 02.6, or if the written confirmation that is submitted fails to meet the requirements of the Special Provisions; The Bidder fails to submit DBE Good Faith Effort documentation, if applicable, as required in Section 1-02.6, or if the documentation that is submitted fails to demonstrate that a Good Faith Effort to meet the Condition of Award was made; k. The Bid Proposal does not constitute a definite and unqualified offer to meet the material terms of the Bid invitation; or More than one proposal is submitted for the same project from a Bidder under the same or different names. 1-02.14 Disqualification of Bidders (March 8, 2013 APWA GSP, Option A) Delete this Section and replace it with the following: A Bidder will be deemed not responsible if the Bidder does not meet the mandatory bidder responsibility criteria in RCW 39.04.350(1), as amended. 191 As evidence that the Bidder meets the mandatory bidder responsibility criteria, the apparent two lowest Bidders must submit to the Contracting Agency within 24 hours of the bid submittal deadline, documentation (sufficient in the sole judgment of the Contracting Agency) demonstrating compliance with all responsibility criteria. The Contracting Agency reserves the right to request such documentation from other Bidders as well, and to request further documentation as needed to assess bidder responsibility. The Contracting Agency also reserves the right to obtain information from third parties concerning a Bidder's compliance with the mandatory bidder responsibility criteria. If the Contracting Agency determines the Bidder does not meet the mandatory bidder responsibility criteria in RCW 39.04.350(1) and is therefore not a responsible Bidder, the Contracting Agency shall notify the Bidder in writing, with the reasons for its determination. If the Bidder disagrees with this determination, it may appeal the determination within two (2) business days of the Contracting Agency's determination by presenting its appeal and any additional information to the Contracting Agency. The Contracting Agency will consider the appeal and any additional information before issuing its final determination. If the final determination affirms that the Bidder is not responsible, the Contracting Agency will not execute a contract with any other Bidder until at least two business days after the Bidder determined to be not responsible has received the Contracting Agency's final determination. 1-02.15 Pre Award Information (August 14, 2013 APWA GSP) Revise this section to read: Before awarding any contract, the Contracting Agency may require one or more of these items or actions of the apparent lowest responsible bidder: 1. A complete statement of the origin, composition, and manufacture of any or all materials to be used, 2. Samples of these materials for quality and fitness tests, 3. A progress schedule (in a form the Contracting Agency requires) showing the order of and time required for the various phases of the work, 4. A breakdown of costs assigned to any bid item, 5. Attendance at a conference with the Engineer or representatives of the Engineer, 6. Obtain, and furnish a copy of, a business license to do business in the city or county where the work is located. 7. Any other information or action taken that is deemed necessary to ensure that the bidder is the lowest responsible bidder. Supplement this section with the following: Compliance with Immigration and Naturalization Act The City of Yakima supports the Federal Immigration, Reform and Control Act of 1986, as amended. The City requires that all contractors or business entities that contract with the City for the award of any City contract for public works in excess of Five Thousand Dollars ($5,000), or any other City contract in excess of Two Thousand Five Hundred Dollars 20 1 ($2,500), enroll in the E -Verify program or its successor, and thereafter to verify its employees proof of citizenship and authorization to work in the United States. E -Verify will be used for newly hired employees during the term of the contract only; it is not to be used for existing employees. The Contractor must remain enrolled in the program for the duration of the contract and be responsible for verification of every applicable subcontractor. If the contractor has not previously filed an E -Verify Compliance Declaration with the City, the contractor must sign the attached E -Verify Compliance Declaration and submit it to the City prior to being awarded the contract. Failure to do so may be cause for rejection of the bid. 1-03 AWARD AND EXECUTION OF PROJECT 1-03.1 Consideration of Bids (January 23, 2006 APWA GSP) Revise the first paragraph to read: After opening and reading proposals, the Contracting Agency will check them for correctness of extensions of the prices per unit and the total price. If a discrepancy exists between the price per unit and the extended amount of any bid item, the price per unit will control. If a minimum bid amount has been established for any item and the bidder's unit or lump sum price is less than the minimum specified amount, the Contracting Agency will unilaterally revise the unit or lump sum price, to the minimum specified amount and recalculate the extension. The total of extensions, corrected where necessary, including sales taxes where applicable and such additives and/or alternates as selected by the Contracting Agency, will be used by the Contracting Agency for award purposes and to fix the Awarded Contract Price amount and the amount of the contract bond. 1-03.2 Award or Contract This section is supplemented with the following: Individual contracts will be awarded to the successful bidder of each Project. The successful bidder(s) will be determined by the lowest total for each separate Project. 1-03.3 Execution of Contract (October 1, 2005 APWA GSP) Revise this section to read: Copies of the Contract Provisions, including the unsigned Form of Contract, will be available for signature by the successful bidder on the first business day following award. The number of copies to be executed by the Contractor will be determined by the Contracting Agency. Within Ten 10 calendar days after the award date, the successful bidder shall return the signed Contracting Agency -prepared contract, an insurance certification as required by Section 1-07.18, and a satisfactory bond as required by law and Section 1-03.4. Before 21 execution of the contract by the Contracting Agency, the successful bidder shall provide any pre -award information the Contracting Agency may require under Section 1-02.15. Until the Contracting Agency executes a contract, no proposal shall bind the Contracting Agency nor shall any work begin within the project limits or within Contracting Agency - furnished sites. The Contractor shall bear all risks for any work begun outside such areas and for any materials ordered before the contract is executed by the Contracting Agency. If the bidder experiences circumstances beyond their control that prevents return of the contract documents within the calendar days after the award date stated above, the Contracting Agency may grant up to a maximum of Twenty (20) additional calendar days for return of the documents, provided the Contracting Agency deems the circumstances warrant it. 1-03.4 Contract Bond (October 1, 2005 APWA GSP) Revise the first paragraph to read: The successful bidder shall provide an executed contract bond for the full contract amount. This contract bond shall: 1. Be on a Contracting Agency -furnished form; 2. Be signed by an approved surety (or sureties) that: a. Is registered with the Washington State Insurance Commissioner, and b. Appears on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner, 3. Be conditioned upon the faithful performance of the contract by the Contractor within the prescribed time; 4. Guarantee that the surety shall indemnify, defend, and protect the Contracting Agency against any claim of direct or indirect loss resulting from the failure: a. Of the Contractor (or any of the employees, subcontractors, or lower tier subcontractors of the Contractor) to faithfully perform the contract, or b. Of the Contractor (or the subcontractors or lower tier subcontractors of the Contractor) to pay all laborers, mechanics, subcontractors, lower tier subcontractors, materialperson, or any other person who provides supplies or provisions for carrying out the work; 5. Be accompanied by a power of attorney for the Surety's officer empowered to sign the bond; and 6. Be signed by an officer of the Contractor empowered to sign official statements (sole proprietor or partner). If the Contractor is a corporation, the bond must be signed by the president or vice-president, unless accompanied by written proof of the authority of the individual signing the bond to bind the corporation (i.e., corporate resolution, power of attorney or a letter to such effect by the president or vice-president). 22 1 1-04 SCOPE OF THE WORK 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda (March 13, 2012 APWA GSP) Revise the second paragraph to read: Any inconsistency in the parts of the contract shall be resolved by following this order of precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth): 1. Addenda, 2. Proposal Form, 3. Special Provisions, 4. Contract Plans, 5. Amendments to the Standard Specifications, 6. Standard Specifications, 7. Contracting Agency's Standard Plans or Details (if any), and 8. WSDOT Standard Plans for Road, Bridge, and Municipal Construction. 1-05 CONTROL OF WORK 1-05.4 Conformity With And Deviations From Plans And Stakes Supplement this section with the following: (******) Contractor Surveying — Roadway The Contractor shall be responsible for setting, maintaining, and resetting all alignment stakes, slope stakes, and grades necessary for the construction of the roadbed, drainage, surfacing, paving, channelization and pavement marking, illumination and signals, guardrails and barriers, and signing. Calculations, surveying, and measuring required for setting and maintaining the necessary lines and grades shall be the Contractor's responsibility. The Contractor shall inform the Engineer when monuments are discovered that were not identified in the Plans and construction activity may disturb or damage the monuments. All monuments noted on the plans "DO NOT DISTURB" shall be protected throughout the length of the project or be replaced at the Contractors expense. Detailed survey records shall be maintained, including a description of the work performed on each shift, the methods utilized, and the control points used. The record shall be adequate to allow the survey to be reproduced. A copy of each day's record shall be provided to the Engineer within three working days after the end of the shift. 23 1 The meaning of words and terms used in this provision shall be as listed in "Definitions of Surveying and Associated Terms" current edition, published by the American Congress on Surveying and Mapping and the American Society of Civil Engineers. The survey work shall include but not be limited to the following: 1. Establish, the centerlines of all alignments, by placing hubs, stakes, or marks on centerline or on offsets to centerline at all curve points (PCs, PTs, and PIs) and at points on the alignments spaced no further than 50 feet. 2. Establish clearing limits, placing stakes at all angle points and at intermediate points not more than 50 feet apart. The clearing and grubbing limits shall be 5 feet beyond the toe of a fill and 10 feet beyond the top of a cut unless otherwise shown in the Plans. 3. Establish grading limits, placing slope stakes at centerline increments not more than 50 feet apart. Establish offset reference to all slope stakes. If Global Positioning Satellite (GPS) Machine Controls are used to provide grade control, then slope stakes may be omitted at the discretion of the Contractor 4. Establish the horizontal and vertical location of all drainage features, placing offset stakes to all drainage structures and to pipes at a horizontal interval not greater than 25 feet. 5. Establish roadbed and surfacing elevations by placing stakes at the top of subgrade and at the top of each course of surfacing. Subgrade and surfacing stakes shall be set at horizontal intervals not greater than 50 feet in tangent sections, 25 feet in curve sections with a radius less than 300 feet, and at 10 -foot intervals in intersection radii with a radius less than 10 feet. Transversely, stakes shall be placed at all locations where the roadway slope changes and at additional points such that the transverse spacing of stakes is not more than 12 feet. If GPS Machine Controls are used to provide grade control, then roadbed and surfacing stakes may be omitted at the discretion of the Contractor. 6. Establish intermediate elevation benchmarks as needed to check work throughout the project. 7. Provide references for paving pins at 25 -foot intervals or provide simultaneous surveying to establish location and elevation of paving pins as they are being placed. 8. For all other types of construction included in this provision, (including but not limited to channelization and pavement marking, illumination and signals, guardrails and barriers, and signing) provide staking and layout as necessary to adequately locate, construct, and check the specific construction activity. 9. Contractor shall determine if changes are needed to the profiles or roadway sections shown in the Contract Plans in order to achieve proper smoothness and drainage where matching into existing features, such as a smooth transition from new pavement to existing pavement. The Contractor shall submit these changes to the Project Engineer for review and approval 10 days prior to the beginning of work 24 1 10. For all types of construction included in this provision, provide staking and/or layouts as necessary to adequately locate existing utilities during construction activities and to locate and adjust existing utilities to final grades. 11. All work necessary to reestablish and layout channelization and pavement markings back to the existing configurations and spacing. 12. All work necessary to layout channelization and pavement markings, per standard details, when proposed channelization and pavement marking plans revise existing configurations. 13. Establish the horizontal and vertical location of all drainage features, placing offset stakes to all drainage structures to be able to place structures along existing curb lines. To determine pipe invert elevations and pipe grades to maintain minimum cover requirements as shown in the plans. 14. All work necessary to construct curb ramps according to standard details and ADA requirements. 15. To provide staking and/or layouts as necessary to determine the limits of subgrade, and crushed surfacing base course for the areas shown on the plans as roadway excavation. The Contractor shall provide the Contracting Agency copies of any calculations and staking data when requested by the Engineer. The Contractor shall ensure a surveying accuracy within the following tolerances: Slope stakes Subgrade grade stakes set 0.04 feet below grade Vertical Horizontal ±0.10 feet ±0.10 feet ±0.01 feet ±0.5 feet (parallel to alignment) ±0.1 feet (normal to alignment) Stationing on roadway N/A ±0.1 feet Alignment on roadway N/A ±0.04 feet Surfacing grade stakes ±0.01 feet ±0.5 feet (parallel to alignment) ±0.1 feet (normal to alignment) Roadway paving pins for surfacing or paving ±0.01 feet 25 1 ±0.2 feet (parallel to alignment) ±0.1 feet (normal to alignment) The Contracting Agency may spot-check the Contractor's surveying. These spot-checks will not change the requirements for normal checking by the Contractor. When staking roadway alignment and stationing, the Contractor shall perform independent checks from different secondary control to ensure that the points staked are within the specified survey accuracy tolerances. The Contractor shall calculate coordinates for the alignment. The Contracting Agency will verify these coordinates prior to issuing approval to the Contractor for commencing with the work. The Contracting Agency will require up to seven calendar days from the date the data is received. Contract work to be performed using contractor -provided stakes shall not begin until the stakes are approved by the Contracting Agency. Such approval shall not relieve the Contractor of responsibility for the accuracy of the stakes. Stakes shall be marked in accordance with Standard Plan A10.10. When stakes are needed that are not described in the Plans, then those stakes shall be marked, at no additional cost to the Contracting Agency as ordered by the Engineer. Payment Payment will be made in accordance with Section 1-04.1 for the following bid item when included in the proposal: "Roadway Surveying", lump sum. The lump sum contract price for "Roadway Surveying" shall be full pay for all labor, equipment, materials, and supervision utilized to perform the Work specified, including any resurveying, checking, correction of errors, replacement of missing or damaged stakes, and coordination efforts. 1-05.7 Removal of Defective and Unauthorized Work (October 1, 2005 APWA GSP) Supplement this section with the following: If the Contractor fails to remedy defective or unauthorized work within the time specified in a written notice from the Engineer, or fails to perform any part of the work required by the Contract Documents, the Engineer may correct and remedy such work as may be identified in the written notice, with Contracting Agency forces or by such other means as the Contracting Agency may deem necessary. If the Contractor fails to comply with a written order to remedy what the Engineer determines to be an emergency situation, the Engineer may have the defective and unauthorized work corrected immediately, have the rejected work removed and replaced, or have work the Contractor refuses to perform completed by using Contracting Agency or other forces. An emergency situation is any situation when, in the opinion of the Engineer, a delay in its remedy could be potentially unsafe, or might cause serious risk of loss or damage to the public. 26 1 Direct or indirect costs incurred by the Contracting Agency attributable to correcting and remedying defective or unauthorized work, or work the Contractor failed or refused to perform, shall be paid by the Contractor. Payment will be deducted by the Engineer from monies due, or to become due, the Contractor. Such direct and indirect costs shall include in particular, but without limitation, compensation for additional professional services required, and costs for repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor's unauthorized work. No adjustment in contract time or compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the Contracting Agency's rights provided by this Section. The rights exercised under the provisions of this section shall not diminish the Contracting Agency's right to pursue any other avenue for additional remedy or damages with respect to the Contractor's failure to perform the work as required. 1-05.11 Final Inspection Delete this section and replace it with the following: 1-05.11 Final Inspections and Operational Testing (October 1, 2005 APWA GSP) 1-05.11(1) Substantial Completion Date When the Contractor considers the work to be substantially complete, the Contractor shall so notify the Engineer and request the Engineer establish the Substantial Completion Date. The Contractor's request shall list the specific items of work that remain to be completed in order to reach physical completion. The Engineer will schedule an inspection of the work with the Contractor to determine the status of completion. The Engineer may also establish the Substantial Completion Date unilaterally. If, after this inspection, the Engineer concurs with the Contractor that the work is substantially complete and ready for its intended use, the Engineer, by written notice to the Contractor, will set the Substantial Completion Date. If, after this inspection the Engineer does not consider the work substantially complete and ready for its intended use, the Engineer will, by written notice, so notify the Contractor giving the reasons therefor. Upon receipt of written notice concurring in or denying substantial completion, whichever is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the work necessary to reach Substantial and Physical Completion. The Contractor shall provide the Engineer with a revised schedule indicating when the Contractor expects to reach substantial and physical completion of the work. The above process shall be repeated until the Engineer establishes the Substantial Completion Date and the Contractor considers the work physically complete and ready for final inspection. 1-05.11(2) Final Inspection and Physical Completion Date When the Contractor considers the work physically complete and ready for final inspection, the Contractor by written notice, shall request the Engineer to schedule a final inspection. 27 1 The Engineer will set a date for final inspection. The Engineer and the Contractor will then make a final inspection and the Engineer will notify the Contractor in writing of all particulars in which the final inspection reveals the work incomplete or unacceptable. The Contractor shall immediately take such corrective measures as are necessary to remedy the listed deficiencies. Corrective work shall be pursued vigorously, diligently, and without interruption until physical completion of the listed deficiencies. This process will continue until the Engineer is satisfied the listed deficiencies have been corrected. If action to correct the listed deficiencies is not initiated within 7 days after receipt of the written notice listing the deficiencies, the Engineer may, upon written notice to the Contractor, take whatever steps are necessary to correct those deficiencies pursuant to Section 1-05.7. The Contractor will not be allowed an extension of contract time because of a delay in the performance of the work attributable to the exercise of the Engineer's right hereunder. Upon correction of all deficiencies, the Engineer will notify the Contractor and the Contracting Agency, in writing, of the date upon which the work was considered physically complete. That date shall constitute the Physical Completion Date of the contract, but shall not imply acceptance of the work or that all the obligations of the Contractor under the contract have been fulfilled. 1-05.11(3) Operational Testing It is the intent of the Contracting Agency to have at the Physical Completion Date a complete and operable system. Therefore when the work involves the installation of machinery or other mechanical equipment; street lighting, electrical distribution or signal systems; irrigation systems; buildings; or other similar work it may be desirable for the Engineer to have the Contractor operate and test the work for a period of time after final inspection but prior to the physical completion date. Whenever items of work are listed in the Contract Provisions for operational testing they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the Physical Completion Date. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment which prove faulty, or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date cannot be established until testing and corrections have been completed to the satisfaction of the Engineer. The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing, shall be included in the unit contract prices related to the system being tested, unless specifically set forth otherwise in the proposal. Operational and test periods, when required by the Engineer, shall not affect a manufacturer's guaranties or warranties furnished under the terms of the contract. Add the following new section: 1-05.12(1) One -Year Guarantee Period (March 8, 2013 APWA GSP) 28 1 The Contractor shall return to the project and repair or replace all defects in workmanship and material discovered within one year after Final Acceptance of the Work. The Contractor shall start work to remedy any such defects within 7 calendar days of receiving Contracting Agency's written notice of a defect, and shall complete such work within the time stated in the Contracting Agency's notice. In case of an emergency, where damage may result from delay or where loss of services may result, such corrections may be made by the Contracting Agency's own forces or another contractor, in which case the cost of corrections shall be paid by the Contractor. In the event the Contractor does not accomplish corrections within the time specified, the work will be otherwise accomplished and the cost of same shall be paid by the Contractor. When corrections of defects are made, the Contractor shall then be responsible for correcting all defects in workmanship and materials in the corrected work for one year after acceptance of the corrections by Contracting Agency. This guarantee is supplemental to and does not limit or affect the requirements that the Contractor's work comply with the requirements of the Contract or any other legal rights or remedies of the Contracting Agency. 1-05.13 Superintendents, Labor and Equipment of Contractor (August 14, 2013 APWA GSP) Delete the sixth and seventh paragraphs of this section. 1-05.14 Cooperation With Other Contractors Section 1-05.14 is supplemented with the following: (March 13, 1995) Other Contracts Or Other Work It is anticipated that the following work adjacent to or within the limits of this project will be performed by others during the course of this project and will require coordination of the work: 64th Avenue Roadway Widening, City of Yakima project The five (5) projects included in these contract specifications are in close proximity to each other. 1-05.15 Method of Serving Notices (March 25, 2009 APWA GSP) Revise the second paragraph to read: All correspondence from the Contractor shall be directed to the Project Engineer. All correspondence from the Contractor constituting any notification, notice of protest, notice of dispute, or other correspondence constituting notification required to be furnished under the Contract, must be in paper format, hand delivered or sent via mail delivery service to the Proiect Engineer's office. Electronic copies such as e-mails or electronically delivered copies of correspondence will not constitute such notice and will not comply with the requirements of the Contract. 29 1 Add the following new section: 1-05.16 Water and Power (October 1, 2005 APWA GSP) The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the work, unless the contract includes power and water as a pay item. 1-06 CONTROL OF MATERIAL 1-06.2 Acceptance of Materials 1-06.2(1) Samples and Tests for Acceptance This section is supplemented with the following: The Contractor shall be responsible for scheduling and paying for all material testing required for this project. All testing services shall be performed by an independent, certified testing firm and/or laboratory meeting the approval of the Engineer. The Contractor shall submit information relating to the qualifications of the proposed testing firm to the Engineer for review and approval prior to the preconstruction conference. The testing frequencies listed below may be modified to assure compliance with specifications. In each case, the Engineer may require additional tests be performed at the Contractor's expense, if test results do not meet the required densities and results. Moisture density curves for each type of material encountered and copies of all test results shall be submitted to the Engineer as construction progresses for Trench Backfilling, Embankment Compaction, Subgrade Preparation, and Ballast and Crushed Surfacing. The sampling frequency is as follows: Trench Backfilling Compaction tests shall be taken at a frequency and at depths sufficient to document that the required density has been achieved. At a minimum, one (1) compaction test shall be taken for each 100 linear feet of main pipeline trench and one (1) test for each street crossing. At alternating 100 -foot locations along the main trench line, tests shall be taken at 1 -foot, 2 -foot and 3 -foot depths below finish grade. Compaction shall conform to Section 7-08.3(3) or 7-10.3(11) as applicable to the pipeline being constructed. At a minimum, compaction within the roadway area shall be to at least 95% of maximum density as determined by ASTM D 1557 (Modified Proctor). Subgrade Preparation Compaction tests shall be taken at a frequency sufficient to document that the required density has been achieved. At a minimum, one (1) compaction test shall be taken for every 5,000 square feet of surface area for each lift of roadway subgrade. Subgrade compaction shall be as specified in Section 2-06.3(2). Ballast and Crushed Surfacing 30 Compaction tests shall be taken at a frequency sufficient to document that the required density has been achieved. At a minimum, one (1) compaction test shall be taken for every 5,000 square feet of surface area for each lift of ballast or crushed surfacing. Compaction of ballast and crushed surfacing shall be as specified in Section 4-04.3(5). Hot Mix Asphalt Copies of the maximum Rice density test for each class of asphalt concrete pavement and copies of all test results shall be provided to the Engineer as construction progresses. Sampling and testing of HMA mixture shall be as specified in Section 5-04.3(8) of the Standard Specifications. Compaction testing of HMA shall be as specified in Section 5-04.3(10) of the Standard Specifications. Cement Concrete Curb, Gutter and Sidewalk One test shall be taken for every 500 cubic yards of concrete placed for curb, gutter or sidewalk. The concrete shall be tested for temperature, air content, slump and compressive strength. Cement Concrete Pavement Testing for Cement Concrete Pavement shall be in accordance with Section 5- 05.3(4)A. 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.1 Laws to be Observed (October 1, 2005 APWA GSP) Supplement this section with the following: In cases of conflict between different safety regulations, the more stringent regulation shall apply. The Washington State Department of Labor and Industries shall be the sole and paramount administrative agency responsible for the administration of the provisions of the Washington Industrial Safety and Health Act of 1973 (WISHA). The Contractor shall maintain at the project site office, or other well-known place at the project site, all articles necessary for providing first aid to the injured. The Contractor shall establish, publish, and make known to all employees, procedures for ensuring immediate removal to a hospital, or doctor's care, persons, including employees, who may have been injured on the project site. Employees should not be permitted to work on the project site before the Contractor has established and made known procedures for removal of injured persons to a hospital or a doctor's care. The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the Contractor's plant, appliances, and methods, and for any damage or injury resulting from 31 1 their failure, or improper maintenance, use, or operation. The Contractor shall be solely and completely responsible for the conditions of the project site, including safety for all persons and property in the performance of the work. This requirement shall apply continuously, and not be limited to normal working hours. The required or implied duty of the Engineer to conduct construction review of the Contractor's performance does not, and shall not, be intended to include review and adequacy of the Contractor's safety measures in, on, or near the project site. 1-07.2 State Taxes Delete this section, including its sub -sections, in its entirety and replace it with the following: 1-07.2 State Sales Tax (June 27, 2011 APWA GSP) The Washington State Department of Revenue has issued special rules on the State sales tax. Sections 1-07.2(1) through 1-07.2(3) are meant to clarify those rules. The Contractor should contact the Washington State Department of Revenue for answers to questions in this area. The Contracting Agency will not adjust its payment if the Contractor bases a bid on a misunderstood tax liability. The Contractor shall include all Contractor -paid taxes in the unit bid prices or other contract amounts. In some cases, however, state retail sales tax will not be included. Section 1- 07.2(2) describes this exception. The Contracting Agency will pay the retained percentage (or release the Contract Bond if a FHWA-funded Project) only if the Contractor has obtained from the Washington State Department of Revenue a certificate showing that all contract -related taxes have been paid (RCW 60.28.051). The Contracting Agency may deduct from its payments to the Contractor any amount the Contractor may owe the Washington State Department of Revenue, whether the amount owed relates to this contract or not. Any amount so deducted will be paid into the proper State fund. 1-07.2(1) State Sales Tax — Rule 171 WAC 458-20-171, and its related rules, apply to building, repairing, or improving streets, roads, etc., which are owned by a municipal corporation, or political subdivision of the state, or by the United States, and which are used primarily for foot or vehicular traffic. This includes storm or combined sewer systems within and included as a part of the street or road drainage system and power lines when such are part of the roadway lighting system. For work performed in such cases, the Contractor shall include Washington State Retail Sales Taxes in the various unit bid item prices, or other contract amounts, including those that the Contractor pays on the purchase of the materials, equipment, or supplies used or consumed in doing the work. 1-07.2(2) State Sales Tax — Rule 170 WAC 458-20-170, and its related rules, apply to the constructing and repairing of new or existing buildings, or other structures, upon real property. This includes, but is not limited to, the construction of streets, roads, highways, etc., owned by the state of Washington; water mains and their appurtenances; sanitary sewers and sewage disposal systems unless such 32 1 sewers and disposal systems are within, and a part of, a street or road drainage system; telephone, telegraph, electrical power distribution lines, or other conduits or lines in or above streets or roads, unless such power lines become a part of a street or road lighting system; and installing or attaching of any article of tangible personal property in or to real property, whether or not such personal property becomes a part of the realty by virtue of installation. For work performed in such cases, the Contractor shall collect from the Contracting Agency, retail sales tax on the full contract price. The Contracting Agency will automatically add this sales tax to each payment to the Contractor. For this reason, the Contractor shall not include the retail sales tax in the unit bid item prices, or in any other contract amount subject to Rule 170, with the following exception. Exception: The Contracting Agency will not add in sales tax for a payment the Contractor or a subcontractor makes on the purchase or rental of tools, machinery, equipment, or consumable supplies not integrated into the project. Such sales taxes shall be included in the unit bid item prices or in any other contract amount. 1-07.2(3) Services The Contractor shall not collect retail sales tax from the Contracting Agency on any contract wholly for professional or other services (as defined in Washington State Department of Revenue Rules 138 and 244). 1-07.5 Environmental Regulations 1-07.5(4) Air Quality Section 1-07.5(4) is supplemented with the following: (******) The local air pollution authority is the Yakima Regional Clean Air Authority, (509) 574-1410. 1-07.6 Permits And Licenses Section 1-07.6 is supplemented with the following: (******) The Contractor shall have or obtain a valid City of Yakima Business license for the duration of this project. 1-07.13 Contractor's Responsibility for Work 1-07.13(4) Repair of Damage Section 1-07.13(4) is revised to read: (August 6, 2001) The Contractor shall promptly repair all damage to either temporary or permanent work as directed by the Engineer. For damage qualifying for relief under Sections 1-07.13(1), 1- 07.13(2) or 1-07.13(3), payment will be made in accordance with Section 1-04.4. Payment 33 1 will be limited to repair of damaged work only. No payment will be made for delay or disruption of work. 1-07.17 Utilities and Similar Facilities Section 1-07.17 is supplemented with the following: (April 2, 2007) Locations and dimensions shown in the Plans for existing facilities are in accordance with available information obtained without uncovering, measuring, or other verification. The following addresses and telephone numbers of utility companies known or suspected of having facilities within the project limits are supplied for the Contractor's convenience: City of Yakima Water Division Charter Communications 2301 Fruitvale Blvd 1005 N. 16th Ave. Yakima, WA 989402 Yakima, WA 98902 509-576-9196 50-575-1697 City of Yakima Wastewater Division Cascade Natural Gas Corp. 22220 E. Viola Ave. 401 N. 1St St. Yakima, WA 98901 Yakima, WA 98901 509-575-6077 509-457-5905 Centurylink Nob Will Water 8 W. 2nd Ave., Room 304 6111 Tieton Dr. Yakima, WA 98902 Yakima, WA 98908 509-575-7183 509-966-0272 Pacific Power PO Box 1729 Yakima, WA 98907 509-575-3146 1-07.18 Public Liability and Property Damage Insurance Delete this section in its entirety, and replace it with the following: 1-07.18 Insurance (January 24, 2011 APWA GSP) 1-07.18(1) General Requirements A. The Contractor shall obtain the insurance described in this section from insurers approved by the State Insurance Commissioner pursuant to RCW Title 48. The insurance must be provided by an insurer with a rating of A-: VII or higher in the A.M. Best's Key Rating Guide, which is licensed to do business in the state of Washington (or issued as a surplus line by a Washington Surplus lines broker). The Contracting Agency reserves the right to approve or reject the insurance provided, based on the insurer (including financial condition), terms and coverage, the Certificate of Insurance, and/or endorsements. 34 1 B. The Contractor shall keep this insurance in force during the term of the Contract and for thirty (30) days after the Physical Completion date, unless otherwise indicated (see C. below). C. If any insurance policy is written on a claims made form, its retroactive date, and that of all subsequent renewals, shall be no later than the effective date of this Contract. The policy shall state that coverage is claims made, and state the retroactive date. Claims -made form coverage shall be maintained by the Contractor for a minimum of 36 months following the Final Completion or earlier termination of this Contract, and the Contractor shall annually provide the Contracting Agency with proof of renewal. If renewal of the claims made form of coverage becomes unavailable, or economically prohibitive, the Contractor shall purchase an extended reporting period ("tail") or execute another form of guarantee acceptable to the Contracting Agency to assure financial responsibility for liability for services performed. D. The insurance policies shall contain a "cross liability" provision. E. The Contractor's and all subcontractor's insurance coverage shall be primary and non- contributory insurance as respects the Contracting Agency's insurance, self-insurance, or insurance pool coverage. F. The Contractor shall provide the Contracting Agency and all Additional Insured with written notice of any policy cancellation, within two business days of their receipt of such notice. G. Upon request, the Contractor shall forward to the Contracting Agency a full and certified copy of the insurance policy(s). H. The Contractor shall not begin work under the Contract until the required insurance has been obtained and approved by the Contracting Agency. I. Failure on the part of the Contractor to maintain the insurance as required shall constitute a material breach of contract, upon which the Contracting Agency may, after giving five business days' notice to the Contractor to correct the breach, immediately terminate the Contract or, at its discretion, procure or renew such insurance and pay any and all premiums in connection therewith, with any sums so expended to be repaid to the Contracting Agency on demand, or at the sole discretion of the Contracting Agency, offset against funds due the Contractor from the Contracting Agency. J. All costs for insurance shall be incidental to and included in the unit or lump sum prices of the contract and no additional payment will be made. 1-07.18(2) Additional Insured All insurance policies, with the exception of Professional Liability and Workers Compensation, shall name the following listed entities as additional insured(s): • the Contracting Agency and its officers, elected officials, employees, agents, and volunteers • appointed officials The above -listed entities shall be additional insured(s) for the full available limits of liability maintained by the Contractor, whether primary, excess, contingent or otherwise, irrespective of whether such limits maintained by the Contractor are greater than those required by this 35 1 Contract, and irrespective of whether the Certificate of Insurance provided by the Contractor pursuant to 1-07.18(3) describes limits lower than those maintained by the Contractor. 1-07.18(3) Subcontractors Contractor shall ensure that each subcontractor of every tier obtains and maintains at a minimum the insurance coverages listed in 1-07.18(5)A and 1-07.18(5)B. Upon request of the Contracting Agency, the Contractor shall provide evidence of such insurance. 1-07.18(4) Evidence of Insurance The Contractor shall deliver to the Contracting Agency a Certificate(s) of Insurance and endorsements for each policy of insurance meeting the requirements set forth herein when the Contractor delivers the signed Contract for the work. The certificate and endorsements must conform to the following requirements: 1. An ACORD certificate or a form determined by the Contracting Agency to be equivalent. 2. Copies of all endorsements naming Contracting Agency and all other entities listed in 1- 07.18(2) as Additional Insured(s), showing the policy number. The Contractor may submit a copy of any blanket additional insured clause from its policies instead of a separate endorsement. A statement of additional insured status on an ACORD Certificate of Insurance shall not satisfy this requirement. 3. Any other amendatory endorsements to show the coverage required herein. 1-07.18(5) Coverages and Limits The insurance shall provide the minimum coverages and limits set forth below. Providing coverage in these stated minimum limits shall not be construed to relieve the Contractor from liability in excess of such limits. All deductibles and self-insured retentions must be disclosed and are subject to approval by the Contracting Agency. The cost of any claim payments falling within the deductible shall be the responsibility of the Contractor. 1-07.18(5)A Commercial General Liability A policy of Commercial General Liability Insurance, including: Per project aggregate Premises/Operations Liability Products/Completed Operations — for a period of one year following final acceptance of the work. Personal/Advertising Injury Contractual Liability Independent Contractors Liability Stop Gap / Employers' Liability Explosion, Collapse, or Underground Property Damage (XCU) Blasting (only required when the Contractor's work under this Contract includes exposures to which this specified coverage responds) Such policy must provide the following minimum limits: $1,000,000 Each Occurrence $2,000,000 General Aggregate $1,000,000 Products & Completed Operations Aggregate 36 1 $1,000,000 Personal & Advertising Injury, each offence Stop Gap / Employers' Liability $1,000,000 $1,000,000 $1,000,000 Each Accident Disease - Policy Limit Disease - Each Employee 1-07.18(5)B Automobile Liability Automobile Liability for owned, non -owned, hired, and leased vehicles, with an MCS 90 endorsement and a CA 9948 endorsement attached if "pollutants" are to be transported. Such policy(ies) must provide the following minimum limit: $1,000,000 combined single limit 1-07.18(5)C Workers' Compensation The Contractor shall comply with Workers' Compensation coverage as required by the Industrial Insurance laws of the state of Washington. 1-07.23 Public Convenience and Safety Section 1-07.23 is supplemented with the following: (******) The Contractor shall notify all property owners and tenants of detours, street and alley closures, or other restrictions that may interfere with their access. Notification shall be at least twenty-four (24) hours in advance for residential property, and at least forty-eight (48) hours in advance for commercial property. If personal contact with the occupant is not possible, the Contractor shall leave written notification. Emergency traffic, such as police, fire, and disaster units, shall be provided access at all times. In addition, the Contractor shall coordinate his activities with all disposal firms and transit bus service that may be operating in the project area. 1-07.23(1) Construction Under Traffic Section 1-07.23(1) is supplemented with the following: (******) Add the following to the third paragraph: 6. The Contractor shall maintain vehicular and pedestrian access to businesses at all times that businesses are open unless the Contractor provides the Engineer with written agreement from the business owner for alternate accesses, hours of work or other agreements. Add the following to the sixth paragraph: 7. Open trenches and excavations shall be protected with proper barricades and at night they shall be distinctively indicated by adequately placed lights. 37 1 The Contractor shall stage work to maintain access to and egress from all properties at all times. Contractor may consider work immediately in front of business access to be done during non -business hours or schedule an agreeable time with each business owner. A safe pedestrian access shall be provided at all times through or around the current work areas. Where, in the opinion of the Engineer, parking is a hazard to through traffic or to the construction work, parking may be restricted either entirely or during the time when it creates a hazard. Signs for restricting parking shall be approved by the City and placed by the Contractor. The Contractor shall be responsible for and shall maintain all such signs. The replacement of signs restricting parking shall be as approved by the Engineer. (January 2, 2012) Work Zone Clear Zone The Work Zone Clear Zone (WZCZ) applies during working and nonworking hours. The WZCZ applies only to temporary roadside objects introduced by the Contractor's operations and does not apply to preexisting conditions or permanent Work. Those work operations that are actively in progress shall be in accordance with adopted and approved Traffic Control Plans, and other contract requirements. During nonworking hours equipment or materials shall not be within the WZCZ unless they are protected by permanent guardrail or temporary concrete barrier. The use of temporary concrete barrier shall be permitted only if the Engineer approves the installation and location. During actual hours of work, unless protected as described above, only materials absolutely necessary to construction shall be within the WZCZ and only construction vehicles absolutely necessary to construction shall be allowed within the WZCZ or allowed to stop or park on the shoulder of the roadway. The Contractor's nonessential vehicles and employees private vehicles shall not be permitted to park within the WZCZ at any time unless protected as described above. Deviation from the above requirements shall not occur unless the Contractor has requested the deviation in writing and the Engineer has provided written approval. Minimum WZCZ distances are measured from the edge of traveled way and will be determined as follows: Regulatory Posted Speed Distance From Traveled Way (Feet) 35 mph or less 10* 40 mph 15 45 to 55 mph 20 60 mph or greater 30 * or 2 -feet beyond the outside edge of sidewalk 38 1 Minimum Work Zone Clear Zone Distance (August 7, 2006) Lane closures are subject to the following restrictions: Except for grinding and paving work on Washington Avenue, Nob Hill Boulevard, Tieton Drive, Yakima Avenue, Summitview Boulevard, 3rd Avenue, 16th Avenue and 40th Avenue, single lane closures are allowed between the hours of 8:00 a.m. and 4:00 p.m, Monday -Friday. Multi lane closures and full road closures are allowed between the hours of 7:00 pm and 6:00 am. If the Engineer determines the permitted closure hours adversely affect traffic, the Engineer may adjust the hours accordingly. The Engineer will notify the Contractor in writing of any change in the closure hours. No lane closures will be allowed on a holiday or holiday weekend, or after 12:00 PM (noon) on a day prior to a holiday or holiday weekend. Holidays that occur on Friday, Saturday, Sunday or Monday are considered a holiday weekend. 1-07.23(2) Construction and Maintenance of Detours Section 1-07.23(2) is supplemented with the following: (******) No full street closure shall be allowed from 6:00 a.m. to 7:00 p.m. The Contractor shall make a written request to the Engineer for each nighttime closure a minimum of five working days prior to the closure. Each request shall include a full detour and signing plan and approximate times of closure. Closures or detours shall not proceed until approved in writing by the Engineer. The Contractor shall provide notification to the public of any intended road closure or detour for three days prior to the road closure. This notification shall be provided by Variable Message Signs (VMS) or other approved method. The Contractor shall notify the local fire and police departments before the beginning of operations so that these agencies may reroute their emergency vehicles around the construction zone. If rerouting is not possible, as determined by the fire or police departments, the Contractor shall provide reasonable access through the construction zone at all times. 1-07.24 Rights of Way (October 1, 2005 APWA GSP) Delete this section in its entirety, and replace it with the following: Street right of way lines, limits of easements, and limits of construction permits are indicated in the Plans. The Contractor's construction activities shall be confined within these limits, unless arrangements for use of private property are made. 39 1 Generally, the Contracting Agency will have obtained, prior to bid opening, all rights of way and easements, both permanent and temporary, necessary for carrying out the work. Exceptions to this are noted in the Bid Documents or will be brought to the Contractor's attention by a duly issued Addendum. Whenever any of the work is accomplished on or through property other than public right of way, the Contractor shall meet and fulfill all covenants and stipulations of any easement agreement obtained by the Contracting Agency from the owner of the private property. Copies of the easement agreements may be included in the Contract Provisions or made available to the Contractor as soon as practical after they have been obtained by the Engineer. Whenever easements or rights of entry have not been acquired prior to advertising, these areas are so noted in the Plans. The Contractor shall not proceed with any portion of the work in areas where right of way, easements or rights of entry have not been acquired until the Engineer certifies to the Contractor that the right of way or easement is available or that the right of entry has been received. If the Contractor is delayed due to acts of omission on the part of the Contracting Agency in obtaining easements, rights of entry or right of way, the Contractor will be entitled to an extension of time. The Contractor agrees that such delay shall not be a breach of contract. Each property owner shall be given 48 hours notice prior to entry by the Contractor. This includes entry onto easements and private property where private improvements must be adjusted. The Contractor shall be responsible for providing, without expense or liability to the Contracting Agency, any additional land and access thereto that the Contractor may desire for temporary construction facilities, storage of materials, or other Contractor needs. However, before using any private property, whether adjoining the work or not, the Contractor shall file with the Engineer a written permission of the private property owner, and, upon vacating the premises, a written release from the property owner of each property disturbed or otherwise interfered with by reasons of construction pursued under this contract. The statement shall be signed by the private property owner, or proper authority acting for the owner of the private property affected, stating that permission has been granted to use the property and all necessary permits have been obtained or, in the case of a release, that the restoration of the property has been satisfactorily accomplished. The statement shall include the parcel number, address, and date of signature. Written releases must be filed with the Engineer before the Completion Date will be established. Add the following new section: 1-07.28 Safety Standards All work shall be performed in accordance with all applicable local, state, and federal health and safety codes, standards, regulations, and/or accepted industry standards. It shall be the responsibility of the Contractor to ensure that his work force and the public are adequately protected against any hazards. The Contracting Agency shall have the authority at all times to issue a stop work order at no penalty to the Contracting Agency if, in its opinion, working conditions present an undue hazard to the public, property, or the work force. Such authority shall not, however, relieve the Contractor of responsibility for the maintenance of safe working conditions or assess any 40 1 responsibility to the Contracting Agency or Engineer for the identification of any or all unsafe conditions. 1-08 PROSECUTION AND PROGRESS Add the following new section: 1-08.0 Preliminary Matters (May 25, 2006 APWA GSP) Add the following new section: 1-08.0(1) Preconstruction Conference (October 10, 2008 APWA GSP) Prior to the Contractor beginning the work, a preconstruction conference will be held between the Contractor, the Engineer and such other interested parties as may be invited. The purpose of the preconstruction conference will be: 1. To review the initial progress schedule; 2. To establish a working understanding among the various parties associated or affected by the work; 3. To establish and review procedures for progress payment, notifications, approvals, submittals, etc.; 4. To establish normal working hours for the work; 5. To review safety standards and traffic control; and 6. To discuss such other related items as may be pertinent to the work. The Contractor shall prepare and submit at the preconstruction conference the following: 1. A breakdown of all lump sum items; 2. A preliminary schedule of working drawing submittals; and 3. A list of material sources for approval if applicable. 1-08.3 Progress Schedule Section 1-08.3 is supplemented with the following: (******) The Contractor shall prepare and submit to the Engineer a Construction Progress and Completion Schedule using the Bar Graph or Critical Path Method. Items in the Schedule shall be arranged in the order and sequence in which they will be performed. The schedule shall conform to the working modification by the Engineer. The schedule shall be drawn to a time scale, shown along the base of the diagram, using an appropriate measurement per day with weekends and holidays indicated. The Construction Progress Schedule shall be continuously updated and, if necessary, redrawn upon the first working day of each month or upon issuance of any Change Order, which substantially affects the scheduling. Copies (2 prints or 1 reproducible of newly updated Schedules shall be forwarded to the Engineer, as directed, immediately upon preparation. 41 If the Contractor proceeds with work not indicated on this weekly activity schedule, or in a sequence differing form the which he has shown on this schedule, the Engineer may order the Contractor to delay unscheduled activities until they are included on a subsequent weekly activity schedule. 1-08.4 Prosecution of Work Delete this section in its entirety, and replace it with the following: 1-08.4 Notice to Proceed and Prosecution of Work (June 27, 2011 APWA GSP) Notice to Proceed will be given after the Contract has been executed and the contract bond and evidence of insurance have been approved and filed by the Contracting Agency. The Contractor shall not commence with the work until the Notice to Proceed has been given by the Engineer. The Contractor shall commence construction activities on the project site within ten days of the Notice to Proceed Date, unless otherwise approved in writing. The Contractor shall diligently pursue the work to the physical completion date within the time specified in the Contract. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the Contract. When shown in the Plans, the first order of work shall be the installation of high visibility fencing to delineate all areas for protection or restoration, as described in the Contract. Installation of high visibility fencing adjacent to the roadway shall occur after the placement of all necessary signs and traffic control devices in accordance with 1-10.1(2). Upon construction of the fencing, the Contractor shall request the Engineer to inspect the fence. No other work shall be performed on the site until the Contracting Agency has accepted the installation of high visibility fencing, as described in the Contract. 1-08.5 Time for Completion (August 14, 2013 APWA GSP, Option A) Revise the third and fourth paragraphs to read: Contract time shall begin on the first working day following the Notice to Proceed Date. Each working day shall be charged to the contract as it occurs, until the contract work is physically complete. If substantial completion has been granted and all the authorized working days have been used, charging of working days will cease. Each week the Engineer will provide the Contractor a statement that shows the number of working days: (1) charged to the contract the week before; (2) specified for the physical completion of the contract; and (3) remaining for the physical completion of the contract. The statement will also show the nonworking days and any partial or whole day the Engineer declares as unworkable. Within 10 calendar days after the date of each statement, the Contractor shall file a written protest of any alleged discrepancies in it. To be considered by the Engineer, the protest shall be in sufficient detail to enable the Engineer to ascertain the basis and amount of time disputed. By not filing such detailed protest in that period, the Contractor 42 1 shall be deemed as having accepted the statement as correct. If the Contractor is approved to work 10 hours a day and 4 days a week (a 4-10 schedule) and the fifth day of the week in which a 4-10 shift is worked would ordinarily be charged as a working day then the fifth day of that week will be charged as a working day whether or not the Contractor works on that day. Revise the sixth paragraph to read: The Engineer will give the Contractor written notice of the completion date of the contract after all the Contractor's obligations under the contract have been performed by the Contractor. The following events must occur before the Completion Date can be established: 1. The physical work on the project must be complete; and 2. The Contractor must furnish all documentation required by the contract and required by law, to allow the Contracting Agency to process final acceptance of the contract. The following documents must be received by the Project Engineer prior to establishing a completion date: a. Certified Payrolls (per Section 1-07.9(5)). b. Material Acceptance Certification Documents c. Quarterly Reports of Amounts Credited as DBE Participation, as required by the Contract Provisions. d. Final Contract Voucher Certification e. Copies of the approved "Affidavit of Prevailing Wages Paid" for the Contractor and all Subcontractors f. Property owner releases per Section 1-07.24 (******) The Contractor shall complete all physical Contract Work within the number of working days per each of the following Projects: • Project #1 — 125 working days • Project #2 — 115 working days • Project #3 — 105 working days • Project #4 — 130 working days • Project #5 — 75 working days Working days are not cumulative for Contractors awarded multiple Projects. Contractors awarded more than one project shall complete all physical Contract Work within 130 working days. 1-08.9 Liquidated Damages (August 14, 2013 APWA GSP) Revise the fourth paragraph to read: When the Contract Work has progressed to Substantial Completion as defined in the Contract, the Engineer may determine that the work is Substantially Complete. The Engineer will notify the Contractor in writing of the Substantial Completion Date. For 43 1 overruns in Contract time occurring after the date so established, the formula for liquidated damages shown above will not apply. For overruns in Contract time occurring after the Substantial Completion Date, liquidated damages shall be assessed on the basis of direct engineering and related costs assignable to the project until the actual Physical Completion Date of all the Contract Work. The Contractor shall complete the remaining Work as promptly as possible. Upon request by the Project Engineer, the Contractor shall furnish a written schedule for completing the physical Work on the Contract. Add the following new section: 1-08.11 Sequence of Work (NEW SECTION) This section is added: (******) Allowed Day Work All work to install traffic control items, sidewalk/curb removals, sidewalk/curb placement, pavement repairs, utility adjustments, and pavement markings that can occur in a single lane closure are allowed during the hours of 8:00 a.m. and 4:00 p.m. All items of work are allowed on the following streets: • S. 44th Avenue, from Nob Hill Blvd. to Tieton Drive (Project #1) • S. 19th Avenue, from Tieton Drive to Chestnut Avenue (Project #2) • S. 6th Street, from Pacific Avenue to Yakima Avenue (Project #5) • N. 6th Street, from Yakima Avenue to H Street (Project #5) • S. 24th Avenue, from Washington to Nob Hill (Project # 2) • 4th Avenue, from Walnut to `D' Street (Project #4) • S. 5th Avenue from Walnut Street to `D' Street (Project #4) • Mead, from 11th Avenue to 10th Street (Project #3) Required Night Work All planing, asphalt preleveling and asphalt overlay work shall be conducted during the hours of 7:00 p.m. to 6:00 a.m, except for the streets listed in `Allowed Day Work". Restricted Work All work required in the following locations shall be scheduled to occur between June 17th and August 23rd: • Tieton Drive, from 44th Ave. to 40th Ave. (Project #1) • S. 44th Avenue, from Nob Hill to Tieton Drive (Project #1) • Tieton Drive, from 21St Ave. to 19th Ave. (Project #2) • S. 19th Avenue, from Tieton Drive to Chestnut Avenue (Project #2) Nob Hill Boulevard and 40th Avenue Intersection All work required to overlay this intersection with Cement Concrete Pavement shall be completed in one weekend, beginning at 9:00 pm Friday night and being completed by 5:00 am Monday morning. The intersection will be closed during this work, and detours shall be in place and signed. Portable changeable message signs shall be placed to notify the public, beginning one week prior to the intersection closure through the closure. 44 1-09 MEASUREMENT AND PAYMENT 1-09.6 Force Account (October 10, 2008 APWA GSP) Supplement this section with the following: The Contracting Agency has estimated and included in the Proposal, dollar amounts for all items to be paid per force account, only to provide a common proposal for Bidders. All such dollar amounts are to become a part of Contractor's total bid. However, the Contracting Agency does not warrant expressly or by implication, that the actual amount of work will correspond with those estimates. Payment will be made on the basis of the amount of work actually authorized by Engineer. 1-09.9 Payments (March 13, 2012 APWA GSP) Supplement this section with the following: Lump sum item breakdowns are not required when the bid price for the lump sum item is less than $20,000. 1-10 TEMPORARY TRAFFIC CONTORL 1-10.2 Traffic Control Management 1-10.2(1) General Section 1-10.2(1) is supplemented with the following: (December 1, 2008) Only training with WSDOT TCS card and WSDOT training curriculum is recognized in the State of Washington. The Traffic Control Supervisor shall be certified by one of the following: The Northwest Laborers -Employers Training Trust 27055 Ohio Ave. Kingston, WA 98346 (360) 297-3035 Evergreen Safety Council 401 Pontius Ave. N. Seattle, WA 98109 1-800-521-0778 or (206) 382-4090 The American Traffic Safety Services Association 15 Riverside Parkway, Suite 100 45 Fredericksburg, Virginia 22406-1022 Training Dept. Toll Free (877) 642-4637 Phone: (540) 368-1701 1-10.4 Measurement 1-10.4(1) Lump Sum Bid for Project (No Unit Items) Section 1-10.4(1) is supplemented with the following: (August 2, 2004) The proposal contains the item "Project Temporary Traffic Control," lump sum. The provisions of Section 1-10.4(1) shall apply. DIVISION 2 EARTHWORK 2-01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP 2-01.3 Construction Requirements 2-01.3(4) Roadside Cleanup Supplement this section with the following: It is the intent of the Contract to effectively prevent the deposition of debris on streets in areas of public traffic or where such debris may be transported into a drainage system. When construction operations are such that debris from the work is deposited on the roadway surfaces, the Contractor will remove all such debris before the end of the work day. Should daily removal be insufficient to keep the streets clean, the Contractor shall perform removal operations on a more frequent basis. If the Engineer determines that a more frequent cleaning is impractical or if the Contractor fails to keep the streets free from deposits and debris resulting from the work, the Contractor shall, upon order of the Engineer, provide facilities for and remove all deposits from the tires or between wheels before trucks or other equipment will be allowed to travel over paved streets. Should the Contractor fail or refuse to clean the streets in question, or the trucks or equipment in question, the Engineer may order the work suspended at the Contractor's risk until compliance with Contractor's obligations is assured, or the Engineer may order the streets in question cleaned by others and such costs incurred by the City in achieving compliance with these contract requirements, including cleaning of the streets, shall be deducted from moneys due or to become due the Contractor next monthly estimate. The Contractor shall have not claim for delay or additional costs should the Engineer choose to suspend the Contractor's work until compliance is achieved. 46 1 2-01.5 Payment Section 2-01.5 is revised as follows: (******) There shall be no payment for roadside cleanup. Any work performed for roadside cleanup shall be incidental to other bid items. 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 2-02.3 Construction Requirements Section 2-02.3 is supplemented with the following: (******) Approximate pavement removal areas are shown on the plans. The Contractor and the Engineer shall verify the pavement removal areas prior to any construction activities. The Contractor shall, by means of using suitable equipment, sawcut along the marked lines of removal, to the full roadway depth, such that a straight line of removal is secured. Concrete curb, gutter and sidewalks shall be removed to the nearest existing expansiont joint if practical. If not practical to remove to the nearest joint, the Contractor shall saw cut these structures in neat vertical and straight transverse horizontal line to provide a matching joint for the new construction. The removal of the concrete shall include remove of any subgrade necessary to construct the curb and sidewalk improvements, including 2 inches of crushed surfacing top course underneath. The materials to be removed under this section shall become the property of the Contractor. The Contractor shall remove and dispose of the materials outside of the project limits. Any damage caused to the pavement, curb, gutter or sidewalk, due to the Contractor's operation that is scheduled to remain, shall be repaired by the Contractor to the satisfaction of the Engineer at no expense to the Contracting Agency. 2-02.3(3) Removal of Pavements, Sidewalks, Curbs and Gutters Item 1 of Section 2-02.3(3) is replaced with the following: (******) 1. Haul broken -up pieces to some off -project site obtained by the Contractor Section 2-02.3(3) is supplemented with the following: (******) The following information is provided as a reference for existing pavement thicknesses: Schedule A Roadways S. 40th Ave 47 Sta 25+50 SB Outside Lane 4" ACP S. 40th Ave W. Lincoln Ave W. Summitview Ave W. Tieton Dr. W. Tieton Dr. S. 44th Ave. S. 44th Ave. W. Nob Hill Blvd. W. Nob Hill Blvd. Sta 69+50 Sta 16+50 Sta 8+50 Sta 5+50 Sta 17+00 Sta 20+00 Sta 30+75 Sta 7+50 Sta 36+00 Schedule B Roadways S. 24th Ave Sta 22+75 S. 24th Ave Sta 54+00 W. Tieton Dr. W. Tieton Dr. S. 16th Ave. S. 16th Ave. S. 16th Ave. W. Yakima Ave. Sta 19+00 Sta 50+75 Sta 19+00 Sta 42+75 Sta 69+50 Sta 3+50 Schedule C Roadways W. Mead Ave. W. Mead Ave. W. Washington Ave W. Washington Ave Schedule D Roadways W. Walnut Ave. W Walnut Ave W. MLK Blvd. W. Lincoln Ave. W. Lincoln Ave. W. Lincoln Ave. W. Lincoln Ave. W. D St. S. Pierce Ave S. 5th Ave. N 4th Ave. N. 3rd Ave. 7th Street 8th Street SB Outside Lane EB Outside Lane EB Outside Lane EB Outside Lane WB Outside Lane SB Lane SB Lane WB Outside Lane WB Outside Lane NB Outside Lane NB Outside Lane EB Inside Lane WB Outside Lane NB Outside Lane NB Outside Lane NB Outside Lane EB Outside Lane Sta 29+75 Sta 75+50 Sta 38+50 Sta 90+75 Sta 6+75 Sta 18+00 Sta 5+75 Sta 16+50 Sta 16+75 Sta 39+50 Sta 40+00 Sta 21+25 Sta 14+50 Sta 3+24 Sta 33+75 Sta 13+00 @MLK @MLK Schedule E Roadways S. 6th St. Sta 17+00 S. 6th St. Sta 52+00 N. 6th St. Sta 77+50 E. Lincoln Ave. Sta 49+50 E. MLK Blvd. Sta 24+00 E. MLK Blvd. Sta 36+00 48 1 EB Lane EB Outside Lane WB Outside Lane WB Outisde Lane EB Lane Two Way Left Turn Lane EB Left Lane EB Outside Lane WB Outside Lane WB Left Parking Lane WB Left Lane WB Lane SB Lane SB Outside Lane NB Lane SB Inside Lane NB Lane SB Lane SB Lane WB Right Lane EB Right Lane EB Center Lane 14" ACP 2 %2" ACP 5" ACP 11" ACP 9 %2" ACP 3" ACP 4" ACP 4 %2" ACP 12" ACP 3 %2" ACP 3 %2" ACP 8" ACP 3 %2" ACP 3 %2" ACP 3 %2" ACP 3 %2" ACP 3 %2" ACP 6" ACP 4" ACP 3 %2" ACP 4 %2" ACP 2" ACP & 6 %2" Conc. 5 %2' ACP & 5" Conc. 2" ACP 4 %2" ACP 4 %2" ACP 4" ACP 2 %2' ACP & 7" Conc. 5 %2" ACP 2 %2" ACP 5" ACP, over Conc. 5" ACP 5" ACP 2" ACP. Over Conc. 2 %2" ACP 5 %2" ACP, over Macadam 6" ACP 5" ACP 3 %2" ACP 7 %2" ACP, over Conc. 2 %2" ACP (Cores were taken in February 2014, cores can be viewed at the County's Maintenance Shop located at S. 1216 S. 18th Street, Yakima, WA) Add the following new section: 2-02.3(4) Removing Catch Basins (******) Where shown on the plans, the Contractor shall completely remove existing catch basins, including connecting pipe, where applicable. Damaged or broken pipe designated to remain shall be replaced by the Contractor at no additional cost. All debris shall become the property of the Contractor and shall be removed from the project limits. The Contractor shall backfill voids resulting from the removal operations by placing and compacting Crushed Surfacing Top Course in accordance with Section 2-09 of the Standard Specifications. Abandoned pipe shall be plugged in accordance with Section 7-08.3(4), Plugging Existing Pipe. 2-02.4 Measurement Section 2-02.4 is supplemented with the following: (October 25, 1999) Sidewalk removal will be measured by the square yard. (September 8, 1997) Curb removal will be measured by the linear foot. Removing asphalt pavement will be measured by the square foot. (******) Sawcutting pavement for pavement repair per Section 5-04.3(5)E will be measured by linear foot along the limits of the pavement removal areas. Sawcutting for sidewalk or curb removal shall be incidental to "Removing Cement Conc. Sidewalk", and "Removing Cement Concrete Curb." Removal of concrete barrier sections will be measured per each, for each section of concrete barrier removed, regardless of length or size of barrier. Removal of catch basins will be measured per each. Removing sanitary sewer pipe will be measured by the linear foot. 2-02.5 Payment Section 2-02.5 is supplemented with the following: (September 30, 1996) "Removing Asphalt Pavement", per square yard. 49 1 (November 3, 1999) "Removing Cement Conc. Sidewalk", per square yard. (September 8, 1997) "Removing Cement Conc. Curb", per linear foot. (******) The Contractor shall make all excavations including haul and disposal, regardless of depth, required for constructing curb, sidewalks, curb ramps, and driveways that includes 2 inches of crushed surfacing top course underneath, according to the plans and standard details. All costs thereof shall be included in the Contract price "Removing Cement Conc. " "Sawcut Pavement", per linear foot. The unit Contract price per linear foot for "Sawcut Pavement," shall include all labor, equipment and materials necessary to sawcut the roadway pavement to full depth. "Removing Concrete Barrier Section", per each. The unit Contract price per each for "Removing Concrete Barrier Section" shall include all labor, equipment and materials necessary to remove and dispose of existing concrete barrier sections. "Removing Catch Basin", per each The unit Contract price per each for "Removing Catch Basin" shall be full pay for performing the work as specified, and removal of associated pipes as noted on plans. The cost to remove connecting pipe as shown in the Plans or as directed by the Engineer, and to replace broken or damaged pipe to remain shall be considered incidental and included in the unit price for "Removing Catch Basin". "Removing Sanitary Sewer Pipe", per linear foot The unit Contract price per each for "Removing Sanitary Sewer Pipe" shall be full pay for all work necessary to remove the sanitary sewer pipe, including haul. 2-03 ROADWAY EXCAVATION AND EMBANKMENT 2-03.3 Construction Requirements Section 2-03.3 is supplemented with the following: (******) In areas indicated on the plans for roadway excavation, the Contractor shall remove the existing asphalt roadway or asphalt overlay over concrete roadway; existing base and existing subgrade, between the existing curbs, necessary to construct a new roadway section of 6 inches of HMA Class %2 In. PG 64-28 (two lifts) and 9 inches of Crushed Surfacing Base Course and to lower the existing roadways profile and/or cross slope as needed. 50 2-07 WATERING 2-07.3 Construction Requirements Section 2-07.3 is supplemented with the following: (******) The Contractor shall secure permission from and comply with all requirements of the water utility before obtaining water from fire hydrants. The Contractor shall notify the Engineer as soon as such permission is granted. The Contractor shall use hydrant wrenches only to open hydrants. While using hydrants, the Contractor shall make certain that the hydrant valve is fully open in order to prevent damage to the hydrant valve. A metered hydrant connection furnished by the water utility shall be used as an auxiliary valve on the outlet line for control purposes. Fire hydrant valves shall be closed slowly to avoid a surge in the system causing undue pressure on the water lines. The Contractor shall carefully note the importance of following these directions. If a hydrant is damaged due to the Contractor or an employee of the Contractor, the Contractor shall immediately notify the water utility so that the damage can be repaired as quickly as possible. Upon completing the use of the hydrants, the Contractor shall notify the water utility so that the hydrants may be inspected for possible damage. Any damage resulting from the use of the hydrants by the Contractor will be repaired by the water utility, and the cost thereof shall be withheld, if necessary, form the final payment to the Contractor. The Contractor shall furnish all equipment and tools, except the metered hydrant connection, that may be necessary to meet the requirements of the water distribution agency pertaining to hydrant use. Violation of these requirements will result in fines and will lay the Contactor liable for damage suits because of malfunctioning of damaged fire hydrants, in the event of fire. 2-07.4 Measurement Section 2-07.4 is supplemented with the following: (******) There will be no measurement for water. 2-07.5 Payment Section 2-07.5 is supplemented with the following: (******) All costs to provide and apply water shall be incidental to construction. All costs shall be included in other contract pay items. 2-09 STRUCTURAL EXCAVATION 51 1 2-09.5 Payment Section 2-09.5 is supplemented with the following: (******) No payment will be made for "Structural "Excavation Class B" and "Shoring or Extra Excavation Class B" for the installation of storm water pipes, underdrains, catch basins and concrete inlets. 3-01 AGGREGATE PRODUCTION AND ACCEPTANCE 3-01.3 State Furnished Material Sources Section 3-01.3 is supplemented with the following: Yakima County might have a quarry site(s) that could potentially be used to produce the mineral aggregate. If used, it shall be the Contractor's responsibility to verify that the rock is an approved source for mineral aggregate. To access the site(s), contact David Veley, Yakima County Equipment Manager at (509) 574-2405. 52 DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS 5-04 HOT MIX ASPHALT 5-04.3(5) E Pavement Repair The first sentence of the second paragraph of Section 5-04.3(5)E is revised to read: (******) Pavement repair shall be completed prior to the overlay. Approximate pavement removal areas are shown on the plans. The Contractor and the Engineer shall verify the pavement removal areas prior to any construction activities. The Engineer will determine the excavation depth, which may vary up to a depth of 1 foot below the roadway's existing asphalt thickness. On concrete roadways with an existing asphalt overlay, the contractor shall remove the asphalt to the top of the existing concrete. 5-04.3(7)A2 Statistical or Nonstatistical Evaluation (January 16, 2014 APWA GSP) Delete this section and replace it with the following: Mix designs for HMA accepted by Nonstatistical or Commercial evaluation shall; • Be submitted to the Project Engineer on WSDOT Form 350-042 • Have the aggregate structure and asphalt binder content determined in accordance with WSDOT Standard Operating Procedure 732 and meet the requirements of Sections 9-03.8(2) and 9-03.8(6). • Have anti -strip requirements, if any, for the proposed mix design determined in accordance with WSDOT Test Method T 718 or based on historic anti -strip and aggregate source compatibility from WSDOT lab testing. Anti -strip evaluation of HMA mix designs utilized that include RAP will be completed without the inclusion of the RAP. At or prior to the preconstruction meeting, the contractor shall provide one of the following mix design verification certifications for Contracting Agency review; • The proposed mix design indicated on a WSDOT mix design/anti-strip report that is within one year of the approval date • The proposed HMA mix design submittal (Form 350-042) with the seal and certification (stamp & signature) of a valid licensed Washington State Professional Engineer. • The proposed mix design by a qualified City or County laboratory mix design report that is within one year of the approval date. The mix design will be performed by a lab accredited by a national authority such as Laboratory Accreditation Bureau, L -A -B for Construction Materials Testing, The Construction Materials Engineering Council (CMEC's) ISO 17025 or AASHTO Accreditation Program 53 1 (AAP) and shall supply evidence of participation in the AASHTO Material Reference Laboratory (AMRL) program. At the discretion of the Engineer, agencies may accept mix designs verified beyond the one year verification period with a certification from the Contractor that the materials and sources are the same as those shown on the original mix design. 5-04.3(8)A1 General (January 16, 2014 APWA GSP) Delete this section and replace it with the following: Acceptance of HMA shall be as defined under nonstatistical or commercial evaluation. Nonstatistical evaluation will be used for all HMA not designated as Commercial HMA in the contract documents. The mix design will be the initial JMF for the class of HMA. The Contractor may request a change in the JMF. Any adjustments to the JMF will require the approval of the Project Engineer and must be made in accordance with Section 9-03.8(7). Commercial evaluation may be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, and pavement repair. Other nonstructural applications of HMA accepted by commercial evaluation shall be as approved by the Project Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Project Engineer. Commercial HMA can be accepted by a contractor certificate of compliance letter stating the material meets the HMA requirements defined in the contract. 5-04.3(8)A4 Definition of Sampling Lot and Sublot (January 16, 2014 APWA GSP) Section 5-04.3(8)A4 is supplemented with the following: For HMA in a structural application, sampling and testing for total project quantities less than 400 tons is at the discretion of the engineer. For HMA used in a structural application and with a total project quantity less than 800 tons but more than 400 tons, a minimum of one acceptance test shall be performed: If test results are found to be within specification requirements, additional testing will be at the engineers discretion. ii. If test results are found not to be within specification requirements, additional testing as needed to determine a CPF shall be performed. 5-04.3(8)A5 Test Results (January 16, 2014 APWA GSP) The first paragraph of this section is deleted. 54 1 5-04.3(8)A6 Test Methods (January 16, 2014 APWA GSP) Delete this section and replace it with the following: Testing of HMA for compliance of Va will be at the option of the Contracting Agency. If tested, compliance of Va will be use WSDOT Standard Operating Procedure SOP 731. Testing for compliance of asphalt binder content will be by WSDOT FOP for AASHTO T 308. Testing for compliance of gradation will be by WAQTC FOP for AASHTO T 27/T 11. 5-04.3(10) Compaction 5-04.3(10)B Control 5-04.3(10)B1 General The last sentence in the fourth paragraph in Section 5-04.3(10)B1 is revised to read: (August 3, 2009) HMA that is used for preleveling shall be compacted with a pneumatic tire roller unless otherwise approved by the Engineer. 5-04.3(12) Joints Section 5-04.3(12) is supplemented with the following: (January 5, 2004) The HMA overlay shall be feathered to produce a smooth riding connection to the existing pavement. HMA utilized in the construction of the feathered connections shall be modified by eliminating the coarse aggregate from the mix at the Contractor's plant or the commercial source or by raking the joint on the roadway, to the satisfaction of the Engineer. 5-04.3(13) Surface Smoothness The second sentence of Section 5-04.3(13) is revised to read: (January 5, 2004) The completed surface of the wearing course shall not vary more than 1/4 inch from the lower edge of a 10 -foot straightedge placed on the surface parallel to centerline. Section 5-04.3(13) is supplemented with the following: When utility appurtenances such as manhole rings and covers, catch basin frame and grates, monuments, meter boxese and valve boxes are located within the HMA pavement area, these items are either to be removed or not put in place until after the paving operation has been completed. The location of each utility appurtenance and all monuments shall be referenced prior to the start of paving operations and a temporary covering shall be placed 55 1 over the appurtenances to facilitate the continuous paving operation. The location of each water valve shall be marked on the surface of the new pavement within 24 hours of the placement of the pavement. After paving has been completed, the Contractor shall furnish, install and adjust new castings and covers on all new and existing public utility structures and monuments, as shown in the plans within 10 working days of pavement construction. Utility casting shall not be adjusted until the paving is complete. After which, the center of each structure and each monument shall be relocated from the references previously established by the Contractor. The HMA shall be cut and removed to a neat circle, the diameter of which shall be equal to the outside diameter of the rim plus two feet. The new rim shall be placed on cement concrete or adjustment rings and wedged up to the desired grade. The base materials shall be removed and Class 3000 cement concrete shall be placed within the entire volume of the excavation up to, but not to exceed, 1-1/2 inches below the finished pavement surface. On the following day, the concrete, the edges of the HMA and the outer edge of the casting shall be painted with a hot asphalt tack coat. HMA Class 3/8 In. shall then be placed and compacted with hand tampers and a patching roller. The completed patch shall match the existing paved surface for texture, density and uniformity of grade. The joint between the patch and existing pavement shall then be painted with hot asphalt cement or asphalt emulsion and shall be immediately covered with dry paving sand before the asphalt cement solidifies. 5-04.3(14) Planing Bituminous Pavement Section 5-04.3(14) is supplemented with the following: (January 5, 2004) The Contractor shall perform the planing operations no more than 21 calendar days ahead of the time the planed area is to be paved with HMA, unless otherwise allowed by the Engineer in writing. (August 3, 2009) Beveled Edge Planing A beveled edge shall be constructed in areas that will not be paved during the same work shift. The Contractor shall use a beveled cutter on the mandrel of the planing equipment, or other approved method(s), to eliminate the vertical edge(s). The beveled edge(s) shall be constructed at a 4:1 slope. The Contractor shall provide temporary asphalt wedges or other approved method(s) to eliminate vertical edge(s) at all beginning and ending grinding limits, driveways, cross streets and alleys during the same work shift. The Contractor shall provide proper notice to the City of Yakima Traffic Division (Doug Metz, 509-945-2527) to coordinate the change over from loop activated traffic signals to camera 56 1 activated traffic signals for the following intersections, prior to planing or any other construction activities that may impact the operation of these signals: • 1St Street and Washington Avenue Signal • 3rd Avenue and Washington Avenue Signal • Cornell Avenue and Washington Avenue Signal • 10th Avenue and Washington Avenue Signal • 32nd Avenue and Tieton Drive Signal • 44th Avenue and Tieton Drive Signal • 48th Avenue and Tieton Drive Signal The purchase and installation of traffic cameras will be borne by the City of Yakima. 5-04.3(16) Weather Limitations The first sentence of Section 5-04.3(16) is revised to read: (August 3, 2009) HMA for wearing course shall not be placed on any travelled way from November 1st and through March 31st of the following year without written approval from the Engineer. 5-04.4 Measurement Section 5-04.5 is supplemented with the following: (******) Planing a minimum of 6 inches of bituminous pavement, whether in a single pass or multiple passes, at the intersection of 40th Ave and Nob Hill Blvd will be measured by the square yard. 5-04.5 Payment Section 5-04.5 is supplemented with the following: (January 6, 2014) Anti -Stripping Additive" by calculation. "Anti -Stripping Additive" will be paid for in accordance with Section 1-09.6 except that no overhead, profit or other costs shall be allowed. Payment shall be made only for the invoice cost of the additive. The quantity of asphalt binder shall not be reduced by the quantity of anti -stripping additive used. For the purpose of providing a common Proposal for all Bidders, the Contracting Agency has entered an amount in the Proposal to become a part of the total Bid by the Contractor. (******) "Planing Bituminous Pavement (6 In. Depth)", per square yard. The unit Contact price per square yard for "Planing Bituminous Pavement (6 In. Depth)" shall be full payment for all costs incurred to perform the Work as described in Section 5- 07.3(14), a full 6 Inches in depth. 57 1 5-04.5(1)B Price Adjustments for Quality of HMA Compaction (January 16, 2014 APWA GSP) Delete this section and replace it with the following: The maximum CPF of a compaction lot is 1.00. For each compaction lot of HMA when the CPF is less than 1.00, a Nonconforming Compaction Factor (NCCF) will be determined. THE NCCF equals the algebraic difference of CPF minus 1.00 multiplied by 40 percent. The Compaction Price Adjustment will be calculated as the product of the NCCF, the quantity of HMA in the lot in tons and the unit contract price per ton of the mix. 5-05 CEMENT CONCRETE PAVEMENT 5-05.1 Description Section 5-05.1 is supplemented with the following: (******) This work shall consist of constructing a Portland cement concrete inlay of the existing HMA surfaced pavement at the intersection of 40th Avenue and Nob Hill Boulevard. The intersection will be closed during the time that this work takes place, and the work shall be done so that the intersection closure will not last more than one weekend. The closure of the intersection shall begin at 9:00 pm on a Friday night and be opened to traffic by 5:00 am on the following Monday morning. 5-05.2 Materials Section 5-05.2 is supplemented with the following: (******) Synthetic Fibers Synthetic fibers shall be Type III according to ASTM C 1116. The synthetic fiber shall be a monofilament of bundled monofilament with a minimum length of 1.0 inch and a maximum length of 2.5 inches, and shall have a maximum aspect ratio (length divided by the equivalent diameter of the fiber) of 150. The synthetic fibers shall be added to the concrete and mixed per the manufacturer's recommendation. The synthetic fibers used on this project shall be one of the following: ABC Polymer Industries 300 M.H. Williams Drive Helena, AL 35080 Ph: 205-620-9882 Producer/Supplier No. 6638-01 58 1 General Resource Technology 2978 Center Court Eagan, MN 55121-1257 Ph: 800-324-8154 Producer/Supplier No. 5204-01 "TUF-MAX DOT" Dosage Rate: 4.5 lbs/cy BASF Corporation 23700 Chagrin Boulevard Cleveland, OH 44122 Ph: 216-839-7500 Producer/Supplier No. 4179-04 "MASTERFIBER MAC MATRIX" Dosage Rate: 4 lbs/cy The Euclid Chemical Company 19218 Redwood Road Cleveland, OH 44110-2799 Ph: 800-321-7628 Producer/Supplier No. 614-01 "TUF-STRAND SF" Dosage Rate: 5 lbs/cy 5-05.3 Construction Requirements Section 5-05.3 is supplemented with the following: "ADVANTAGE STRUCTURAL FIBER" Dosage Rate: 4 lbs/cy W.R. Grace & Company 62 Whittemore Drive Cambridge, MA 02140-1692 Ph: 617-498-4555 Producer/Supplier No. 767-01 "STRUX 90/40" Dosage Rate: 4 lbs/cy (******) Qualifications All contractors or subcontractors interested in performing the proposed street paving work must be prequalified by the City of Yakima, and shall demonstrate that they have had a minimum of five years of being in responsible charge of concrete street paving or qualified by WSDOT for constructing concrete paved road surfaces Preparation of Existing Pavement The area to be inlaid shall be milled as shown in the plans. When patching is required, the patches shall be milled or their surface given a rough texture. Following milling, the surface shall be cleaned with a mechanical broom, compressed air or water. 5-05.3(1) Concrete Mix Design for Paving Section 5-05.3(1) is supplemented with the following: (******) The contractor shall provide a mix design that will reach a minimum of 2500 psi prior to opening the intersection to traffic. All of the work within the intersection, including the concrete curing time shall be completed within 56 hours. 5-05.3(3) C Finishing Equipment This section is deleted in its entirety. 5-05.3(3) E Smoothness Testing Equipment This section is deleted in its entirety. Add the following new section: (******) 59 1 5-05.3(3) F Paving Equipment All paving equipment shall be inspected by the Engineer a minimum of 24 hours prior to use. 5-05.3(8) Joints Section 5-05.3(8) is supplemented with the following: (******) A site-specific jointing plan shall be prepared by the Contractor and submitted to the Engineer for approval at least 1 week prior to the commencement of any cement concrete pavement placement. No cement concrete pavement shall be placed until the Contractor has received from the Engineer written approval of the Contractor's proposed jointing plan. Joints shall be constructed at locations identified in the Contractor's jointing plan, which has been approved by the Engineer. In general, distance between joints shall be no more than 6 feet and no single panel shall exceed a width to length ratio of 1.2:1. Joints shall intersect at as not less than a 60 degree angle and the Engineer shall have final authority on the jointing patterns. The jointing plan shall include existing gutter flow elevations and proposed elevations of the concrete pavement's panels, every 25 feet, to ensure proper drainage of the roadway is maintained, to construct a 2% crown on 40th Ave. through the intersection and to transition Nob Hill Blvd. roadway grade to match the grades of 40th Ave. at the intersection. 5-05.3(8) B Sealing Sawed Contraction Joints The first portion of the first sentence of Section 5-05.3(8) B is revised to read: (******) "Sawed contraction joints shall be filled with a gray joint sealant filler..." 5-05.3(11) Finishing The third paragraph of Section 5-05.3(11) shall be revised to read as follows: (******) The pavement shall be given a final finish surface by texturing with an Astro Turf drag perpendicular to the centerline of the pavement. If the texturing equipment has not been previously approved, a test section shall be constructed prior to approval of the equipment. If the pavement has a raised curb without a formed concrete gutter, the texturing shall end two feet from the curb line. 5-05.3(12) Surface Smoothness (Revised) Delete the first five paragraphs of Section 5-05.3(12) in its entirety. Revise the sixth paragraph as follows: (******) The finished pavement parallel to the centerline shall be uniform to a degree that no variations greater than 1/8 inch are present when tested with a 10 -foot straightedge. 5-05.3(17) Opening to Traffic Section 5-05.3(17) is revised to read: 60 1 (August 5, 2013) Maturity Testing for Concrete Pavement The pavement shall not be opened to traffic until the maturity -strength relationship demonstrates the pavement has a minimum compressive strength of 2,500 psi and approval of the Project Engineer. The pavement shall be cleaned prior to opening to traffic. The Contractor shall establish a Maturity Value on the approved concrete mix through the use of a testing program following the WSDOT test procedure for estimating concrete strength. The Contractor shall establish the strength maturity relationship at least 14 calendar days prior to the production pours. The Contractor shall notify the Project Engineer 7 days prior to performing the Strength Maturity Relationship as to the time, date and location where the Strength Maturity Relationship will be performed. Referenced Strength Maturity Relationships from previous mix designs shall not be allowed. A Strength Maturity Relationship shall be developed for each mix used on the project. The Contractor shall be responsible for the installation of the maturity logger/sensors within the concrete pavement pour area. For panel replacements performed under Section 5-01, place a minimum of four loggers/sensors at two different locations. Two in one of the first few panel replacements and two in the last panel replacement of the day, each day. For continuous concrete paving operations performed under Section 5-05, place a minimum of four loggers/sensors, two at the beginning and two at the end of the concrete pour, each day. The Contractor shall maintain the integrity of the logger/sensors and wires during concrete pouring, finishing and curing operations or until the maturity information is no longer needed. The Contractor shall perform the Quality Control Procedure to Verify the Strength -Maturity Relationship on days 1 and 2 of concrete placement as indicated in the test procedure. The Contractor shall develop a Quality Control Plan based on the Strength -Maturity Relationship to monitor and provide remedial action to ensure the concrete meets design strengths. Any alteration in mix proportions of source or type of any material, in excess of those tolerable by batching variability shall require the development of a new strength -maturity relationship prior to its use at the Contractors time and expense. Alterations include a change in type, source, or proportion of cement, fly ash, coarse aggregate, fine aggregate, or admixtures. A change in water-to-cementitious material ratio greater than 5.0 percent requires the development of a new strength -maturity relationship. Maturity Method Test Procedure This test method provides a procedure for estimating concrete strength by means of the maturity method. The maturity method is based on strength gain as a function of temperature and time. This method is a modification of ASTM C1074-98 covering the procedures for estimating concrete strength by means of the maturity method. The maturity method consists of three steps: ■ Develop strength -maturity relationship 61 1 • Estimate in-place strength • Verify strength -maturity relationship. The Nurse -Saul "temperature -time factor (TTF)" maturity index shall be used in this test method, with a datum temperature of 0°C (32 °F). Apparatus • If the maturity meter has input capability for datum temperature, verify that the proper value of the datum temperature has been selected prior to each use. • Intellirock maturity system (or approved equivalent). This system shall include the logger/sensor, handheld reader, and software. • The data obtained from the maturity meter shall be unalterable and un -interruptible. • The same brand and type of maturity meters shall be used in the field as those used to develop and verify the strength -maturity relationship. • Logger/sensor wire grade shall be larger than or equal to 20 awg. Contractors Procedure to Develop Strength -Maturity Relationship Step Action 1 For every concrete design that will be evaluated by the maturity method, prepare a minimum of 21 cylinders in accordance with FOP for AASHTO T 23. Additional cylinders should be cast to avoid having to repeat the procedure. The mixture proportions and constituents of the concrete shall be the same as those of the job concrete whose strength will be estimated using this practice. The minimum size of each batch shall be approximately 3 m3 (4 yd3). 2 Fresh concrete testing for each batch shall include concrete placement temperature, slump, and air content in accordance with FOP for AASHTO T 309, FOP for AASHTO T 119, and FOP for AASHTO T 152. 3 Embed loggers/sensors in at least two cylinders. Loggers/sensors shall be placed 2-4 inches from any surface. Activate the loggers/sensors. 4 Cure the cylinders in accordance with FOP for AASHTO T 23. 5 Perform compression strength tests in accordance with FOP for AASHTO T 22 to target 2,500 psi for opening to traffic. In targeting the opening to traffic requirement and to properly characterize and validate the maturity calibration curve at least three of target cylinder breaks must be broken prior to 2,500 psi. Test three cylinders at each age and compute the average strength. The cylinders with loggers/sensors may be tested if additional cylinders are needed. If a cylinder is obviously defective (for example, out of round, not square, damaged due to handling), the cylinder shall be discarded. If an individual cylinder strength is greater than 10 percent outside the average of three cylinders, the cylinder can be considered defective and be discarded. When two of the three cylinders are defective, a new batch must be evaluated unless additional acceptable cylinders are available. 6 At each test age, record the individual and average values of 62 1 Contractors Procedure to Estimate In -Place Strength Step maturity and strength for each batch on a permanent data sheet 7 Plot the average strengths as a function of the average maturity values, with data points shown. Using a computer spreadsheet program such as Microsoft Excel, calculate a point-to-point interpolation through the data. The resulting curve is the strength - maturity relationship to be used for estimating the strength of the concrete mixture placed in the field. When developing the strength -maturity relationship, the spreadsheet software allows the Contractor to develop the corresponding maturity equation, which defines the strength -maturity relationship. The Engineer should carefully examine the data for "outliers", faulty cylinder breaks, or faulty maturity readings. The Engineer should use judgment to determine if certain points should be discarded, or retested, or whether the entire strength -maturity relationship should be regenerated. Contractors Procedure to Estimate In -Place Strength Step Action 1 Prior to or at the time of concrete placement, install loggers/sensors at the frequency specified. Loggers/sensors shall be placed a minimum of 2 ft. from a panel edge 4 to 5 inches from the panel surface. Loggers/sensors may be tied to reinforcing steel, but should not be in direct contact with the reinforcing steel or formwork. 2 As soon as practical after concrete placement, connect and activate the maturity meter(s). 3 The Contractor shall provide to the Engineer, prior to the opening the pavement to traffic, encrypted data files (with software to read the files) of the maturity data from the loggers/sensors. Data shall be provided until the maturity is at a value that is equal to or greater than the required strength for that concrete mixture, as determined by the strength -maturity relationship. Additionally, data shall be provided on a record log. 63 Contractors Quality Control Procedure to Verify Strength -Maturity Relationship Step Action 1 At the specified verification interval make three cylinders in accordance with FOP for AASHTO T 23. 2 Embed a logger/sensor in one cylinder. Loggers/sensors shall be placed 2-4 inches from any surface. Activate the logger/sensor as soon as possible. 3 Cure the cylinders in accordance with FOP for AASHTO T 23. 4 Perform compression strength tests on all three of the cylinders in accordance with FOP for AASHTO T 22 to verify strength and time to reach 2,500 psi for opening to traffic. Compute the average strength of the cylinders. If a cylinder is obviously defective (for example, out of round, not square, damaged due to handling), the cylinder shall be discarded. If any individual cylinder strength is greater than 10 percent outside the average of three cylinders, that cylinder will be considered defective and be discarded. When two of the three cylinders are defective, the verification procedure will have to be repeated starting at step 1. 5 Record on a permanent data sheet the maturity value at the time of compression testing and individual and average strengths established from the cylinder breaks. Also record the predicted strength based on the strength -maturity relationship established for that particular concrete design, and the percent difference between average and predicted values. The strength maturity relationship is verified when the predicted strength established from the average strength maturity relationship and the cylinder breaks are within 10 percent. A copy of the data sheet and an encrypted file for the maturity data shall be provided to the Engineer on a daily basis. Add the following new section: (******) 5-05.18 Just in Time Training Just In Time Training (JITT) is a formal class for the joint training of Contractor and Contracting Agency employees that will be associated with the construction or rehabilitation of Cement Concrete Pavement. Training The Contractor shall provide a JITT instructor who is experienced with the specified pavement construction methods, materials, and tests. The instructor shall not be an employee of the Contractor or the Contracting Agency. JITT shall be at a facility provided by the Contractor unless otherwise agreed to by the Project Engineer. The following personnel are required to attend the JITT: 1. Representing the Contractor: The Superintendent, foremen and key construction personnel associated with the work. 2. Representing the Contracting Agency: The Project Engineer or Assistant Project Engineer and key inspection assistants. 64 1 JITT shall meet the following requirements: 1. At least 4 hours long or a length agreed to by the Project Engineer. 2. Cover all aspects of work methods, equipment and materials the Contractor is proposing to use. 3. Conducted within 3 miles of the job site or at a mutually agreed to location. 4. Completed before the start of paving. 5. Conducted during normal working hours. 6. At the Contractors option, JITT may be an extension of a prepaying conference. Submittals A minimum of 5 calendar days before JITT the Contractor shall submit to the Project Engineer the instructor's name and qualifications, the JITT facility's location, and 1 copy each of any course, handout, and presentation materials. 5-05.4 Measurement Section 5-05.4 is supplemented with the following: (******) There will be no measurement for lump sum item "Just in Time Training". 5-05.5 Payment Section 5-05.5 is supplemented with the following: (******) All costs in connection with conducting concrete pavement maturity testing and surface cleaning prior to opening to traffic shall be included in the unit Contract price per cubic yard for "Cement Conc. Pavement". (******) "Just In Time Training", lump sum. The lump sum Contract price for "Just In Time Training", shall be full compensation for all costs incurred by the Contractor to provide training as described in Section 5-05.18. 65 1 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS AND CONDUITS 7-01 DRAINS 7-01.2 Materials Section 7-01.2 is supplemented with the following: (******) Construction Geosynthetic 7-01.4 Measurement The second paragraph of Section 7-01.4 is deleted. 7-01.4 Payment 9-33 (******) All costs associated with structure excavation, hauling and disposing of excavation, shoring, backfilling and compacting, connecting to catch basins/inlets shall be included in the unit Contract price for the type and size of underdrain installed. 7-04 STORM SEWERS 7-04.2 Materials Section 7-04.2 is supplemented with the following: (******) Ductile Iron Storm Sewer Pipe 9-05.13 7-04.5 Payment Section 7-04.5 is supplemented with the following: (******) Ductile Iron Storm Sewer Pipe In. Diam.", per linear foot. 7-05 MANHOLES, INLETS, CATCH BASINS AND DRYWELLS 7-05.3 Construction Requirements 7-05.3(1) Adjusting Manholes and Catch Basins to Grade Section 7-05.3(1) is supplemented with the following: (******) 66 1 Manholes, catch basin frame and grates, and other utility castings shall be adjusted to final grade in accordance with the procedure outlined in Section 5-04.3(13) of the Special Provisions. All adjusted sanitary sewer and storm drain manhole rings and lids shall be replaced with locking manhole rings and lids supplied by the City at no cost to the Contractor. The following County Drainage Improvement District "DID" manholes shall be replaced with locking manhole rings and lids supplied by the County at no cost to the Contractor: • Tieton Dr. Sta.49+60, 12' Lt. Schedule B • 16th Ave. Sta 10+75, 17' Lt. Schedule B • 16th Ave. Sta 16+00, 17' Lt. Schedule B • 16th Ave. Sta 17+30, 26' Lt. Schedule B • 16th Ave. Sta 19+45, 18' Lt. Schedule B • 16th Ave. Sta 23+70, 19' Lt. Schedule B • 16th Ave. Sta 25+95, 19' Lt. Schedule B • 16th Ave. Sta 30+70, 17' Lt. Schedule B • 16th Ave. Sta 30+85, 17' Lt. Schedule B • 16th Ave. Sta 35+10, 20' Lt. Schedule B • Washington Ave. Sta 34+55, 13' Lt. Schedule C • Washington Ave. Sta 37+10, 11' Lt. Schedule C • Washington Ave. Sta 46+45, 32' Rt. Schedule C Contractor shall use the existing manhole rings and lids for the remaining "DID" manholes and any other unidentified manhole lids to be adjusted. The lids shall be placed such that the lid will open against traffic. The Contractor shall remove and dispose of the existing castings. The locking manhole rings and lids shall be picked up from the Wastewater Collections Shop located at 204 W. Pine Street at the Contractor's expense. The locking lids are marked as "Sewer" for the City sanitary sewer system and "Storm" for the City storm drain system. The Contractor will be responsible for placing the correct lid on each system manhole upon completion of adjustment. The Contractor shall notify the Wastewater Collections Shop a minimum of 24 hours in advance (509-576-6302) to ensure that the facility will be open when scheduling the pickup of the rings and lids. The Contractor will need to supply the forklift for loading of the lids. Where shown on the plans, the Contractor shall remove the frames (w/o hoods) and grates of existing catch basins. The Contractor shall remove and dispose of these castings. The contractor shall provide and install new frame and vaned grates at these locations. The casting shall meet the requirements of Section 9-05.15 of the Standard Specifications and WSDOT Standard Plans B-30.10-01 and B-30.30-01. The grates and frames shall be adjusted to the face of curb and elevation set to ensure proper gutter flow to the structure. 7-05.4 Measurement Section 7-05.4 is supplemented with the following: 67 1 Furnishing and installing a new frame and grate will be measured per each. Installing a new outside drop to an existing manhole will be measured per each Connection to an existing manhole will be measured per each. 7-05.5 Payment Section 7-05.5 is supplemented with the following: (******) All costs associated with structure excavation, hauling and disposing of excavation, shoring, backfilling and compacting, connecting existing pipes to new catch basin or inlets shall be included in the unit Contract price for catch basins and concrete inlets. "Frame and Grate for Catch Basin", per each The unit Contract price for "Frame and Grate for Catch Basin for Catch Basin" per each, shall be full pay for all labor, materials, and equipment to furnish and install a new frame and grate on an existing structure, adjust the new frame to final grade and dispose of the existing frame and grate. Removal of pavement, curb, and sidewalk necessary to remove the existing frame and any pavement or concrete work to restore the roadway and curb/sidewalk back to original configuration shall be paid for under other bid items. "Adjustment of Third Party Utilities," by force account as provided in Section 1-09.6. Adjustments of third party utilities shall be paid by other adjustment bid items, if the actual work involved is similar to those bid item descriptions. If the actual work to adjust third party utilities is not comparable to other bid items and/or involves additional work, payment shall be made under this item. To provide a common Proposal for all Bidders, the Contracting Agency has entered an amount in the Proposal to become a part of the Contractor's total Bid. " IN. PVC Outside Drop", per each The unit Contract price for " IN. PVC Outside Drop" per each, shall be full pay for all labor, materials, and equipment to furnish and install a PVC drop connection to an existing manhole as shown in the plans, work included but not limited to excavation, shoring, backfilling, compacting, PVC pipe and fittings, stainless steel fasteners, control density fill, cleanout frame and grate, concrete collar, and all other work necessary to install the outside drop. "Connection to Existing Manhole," per each The unit Contract price per each for "Connection to Existing Manhole" shall be full pay to complete the work, including excavation, core drilling, pipe connection, grouting, re - channeling, and ladder adjustment. The unit Contract price per each for "Manhole 48 In. Diam. Type 1", shall be full compensation for all labor, materials, tools, and equipment necessary to furnish and install the manhole to the depth shown on the plans including, but not necessarily limited to, excavation, structural shoring or extra excavation, dewatering, fittings, crushed surfacing top 68 1 course for foundation base, reinforcement, cement concrete base, manhole, boot, channeling, steps, adjustment rings, mortar, grout, frame and cover, collar, adjustment to finished grade, backfill, compaction, and removal of excess material. 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS 7-08.2 Materials Section 7-08.2 is replaced with the following: (******) Gravel Backfill for Foundations Gravel Backfill for Pipe Zone Bedding (CSTC) Trench Backfill (CSTC) 7-08.3(3) Backfilling Section 7-08.3(3) is replaced with the following: 9-03.12(1) 9-03.9(3) 9-03.9(3) (******) All street crossing for storm water pipe trenches and all other areas as directed by the Engineer shall be backfilled for the full depth of the trenches with Crushed Surfacing Top Course. 7-08.3(4) Plugging Existing Pipe Section 7-08.3(4) is replaced with the following: (******) Sanitary sewer lines being abandoned under this Contract shall be filled with controlled density fill per the following mix or approved equal. The controlled density fill must have a strength of at least 100 PSI and shall have flow characteristics appropriate for filling a sanitary sewer. The mix design for the controlled density fill and the method of installation shall be approved by the Engineer prior to beginning operation. Cement slurry used to fill abandoned pipes shall have the following properties: Material Reference Material Property Cement, ASTM C 150 Type I / II Slurry Density, ASTM C 138 65 pcf (minimum) Foamed Slurry Density, ASTM C 45 pcf (minimum) Water/Cement Ratio 0.9 (maximum) Flow, ASTM C939 18 seconds (maximum) Shrinkage, ASTM C827 non -shrink Bleeding, ASTM C232 no bleed Set Time, ASTM C403 3 — 6 hours' Compressive Strength ASTM C403 @ 24 hours 75 psi (minimum) ASTM C495 @ 7 days 150 psi (minimum) ASTM C495 @ 28 days 250 psi (minimum) 1 Set time depends on temperature and site conditions 69 1 7-08.4 Measurement Section 7-08.4 is replaced with the following: (******) Crushed surfacing top course used for trench backfill and pipe zone bedding will be measured by the ton, including haul, as specified in Section 4-04. Plugging pipes will be measured per each, for each plug installed. "Structure Excavation Class B Incl. Haul," and `Shoring or Extra Excavation Class B", will be measured for sanitary sewers and will not be measured for storm sewer lines. Filling abandoned pipes with controlled density fill shall be measured by the linear foot 7-08.5 Payment Section 7-08.5 is supplemented with the following (******) All costs associated with structure excavation, hauling and disposing of excavation, shoring, backfilling and compacting, connecting to catch basins/inlets shall be included in the unit Contract price for the type and size of storm water pipe installed. All costs in jointing dissimilar pipe with a coupling shall be included in the unit Contract price per foot for the size and type of pipe being jointed. "Abandon and Fill Existing Plpe," per linear foot. The unit Contract price for "Abandon and Fill Existing Pipe" per linear foot, shall be full pay for all construction tasks to fill these pipes, to verify that these pipes are full, and to perform required refilling or remedial work. 7-12 VALVES FOR WATER MAINS Add the following new section: 7-12.3(2) Adjust Valve Box (******) Contractor shall replace the top section of all existing valve boxes that need to be adjusted to grade. A sufficient area shall be excavated to enable the upper section of the water valve box to be removed. No debris shall be allowed to fall into the existing water valve box. Contractor shall install a new top section and shall meet the requirements of City of Yakima Standard Detail W2. Valve boxes shall be adjusted to conform to final finished grades. Valve boxes shall be adjusted to final grade in accordance with the procedure outlined in Section 5-04.3(13) of 70 the Special Provisions. The valve box shall be set to an elevation tolerance of one-fourth inch (1/4") to one-half inch (1/2") below finished grade. Where existing valve boxes are located in the proposed sidewalk, they shall be adjusted to finish grade prior to placing the concrete. In the event that the existing valve box is plugged or blocked with debris, the Contractor shall use whatever means necessary to remove such debris, leaving the valve installation in a fully operable condition. All valve boxes will be inspected during final walk-thru to verify that the valve box is plumb and that the valve wrench can be placed on the operating nut. 7-12.4 Measurement Section 7-12.4 is supplemented with the following: Adjust valve box will be measured per each, for each valve box adjusted. 7-12.5 Payment Section 7-12.5 is supplemented with the following: (******) "Adjust Valve Box", per each. The unit Contract price per each for "Adjust Valve Box" shall be full pay for all labor, equipment and materials required to remove, dispose, furnish and adjust the valve box. 7-15 SERVICE CONNECTIONS 7-15.3 Construction Requirements Section 7-15.3 is supplemented with the following: (******) Where existing meter boxes are located in the roadway, meter boxes shall be adjusted to final grade in accordance with the procedure outlined in Section 5-04.3(13) of the Special Provisions. Where existing meter boxes are located in the sidewalk, they shall be adjusted to finish grade prior to placing the concrete. 7-15.4 Measurement Section 7-15.4 is supplemented with the following: (******) Adjust valve box will be measured per each, for each meter box adjusted. 7-15.5 Payment 71 1 Section 7-15.5 is supplemented with the following: (******) "Adjust Meter Box", per each. The unit Contract price per each for "Adjust Meter Box" shall be full pay for all labor, equipment and materials required to adjust the meter box to final grade. 7-17 SANITARY SEWERS 7-17.2 Materials Section 7-17.2 is supplemented with the following: (******) PVC Sanitary Sewer Pipe: Solid Wall Polyvinyl chloride pipe shall conform to the requirements of ASTM D 3034 SDR 35. PVC fittings for sanitary sewer pipe such as wyes, plugs, caps, etc., shall be flexible gasket joint fittings acceptable for use and connection to PVC sanitary sewer pipe. Detectable Marker Tape: Marker tape shall be a detectable type and shall be marked "SEWER," and shall conform to Section 9-15.18 of the Standard Specifications. 7-17.3 Construction Requirements 7-17.3(1) Protection of Existing Sewerage Facilities Section 7-17.3(1) is supplemented with the following: (******) Maintaining Sewage Flow The Contractor shall install temporary bypass systems to maintain uninterrupted sanitary service where construction work will interfere with sewage in the existing sanitary system. The bypass shall be made by diverting the effluent flow at an upstream access manhole/pipe and pumping it through a separate conduit to a downstream reentry point in the same sewer system. The effluent level in the bypass pumping manhole shall not be allowed to rise more than 1 foot above the crown of the incoming sewer pipe. The following information is provided as a reference for designing bypass systems: • 8 Conc. Pipe, Nob Hill Blvd. between 48th Ave. and 46th Ave. o Peak Flow = 60 gpm (7:00 a.m. to 9:00 a.m.) o Average Flow = 35 gpm • 8 in. Conc. Pipe, Tieton Dr between 45th Ave and 44th Ave. o Average Flow = 20 gpm • 8 in. Conc. Pipe, Nob Hill Blvd between 36th Ave and 34th Ave. o Average Flow = 10 gpm 72 • 8 in. Conc. Pipe, Nob Hill Blvd between 34th Ave and 32nd Ave. o Average Flow = 10 gpm The Contractor shall be responsible for determining the bypass pumping capacity required. The Contractor pumping shall be capable of handling all solids typically found in sanitary sewers, including rocks and other debris. Submittals. The Contractor shall submit drawings and complete design data in accordance with the Special Provisions showing methods and equipment proposed to utilize at all locations for maintain sewage flow. The submittal shall include the following information: 1. An order of work and duration for maintaining sewage flow 2. Drawing indicating the location of temporary sewer plugs and bypass discharge lines 3. Capacities of pumps, prime movers, and standby equipment. 4. Design calculations providing adequacy of the bypassing system and selected equipment. 5. Drawings and design calculations of temporary bulkheads. 6. Traffic control plan for bypass discharge piping. Protection Where sewer pumping is required, the Contractor shall ensure that service is not disrupted. No bypassing to the ground surface, receiving waters, or any method which results in groundwater contamination or potential health hazards shall be permitted. Scheduling Temporary systems for sewage pumping shall not be shut down between shifts, on holidays or weekends, or during work stoppages without permission from the Engineer. Standby Equipment The Contractor shall maintain on site sufficient equipment and materials to ensure continuous and successful operation of the bypass systems. Standby pumps shall be fueled and operational at all times. The Contractor shall maintain on site a sufficient number of valves, tees, elbows, connections, tools, sewer plugs, piping and other parts or system hardware to ensure immediate repair or modification of any part of the system as necessary. If electric pumps are being used, standby generators shall be available to ensure continuity of the pumping operation in the event of a power failure. Execution Temporary sewage pumping shall be accomplished by routing the contributing flow away from the Contractor's work. The Contractor shall provide temporary pumps, conduits, and other equipment necessary to bypass the sewer flow. Contractor shall furnish the necessary labor and supervision to set up and operate the pumping and bypass system. Pumps and bypass lines shall be of adequate capacity and size to control the flows. Installation of the Contractor's equipment shall not cause sewers to surcharge during maximum flows. Damages The Contractor shall clean up all sewage spills in accordance with Section 1-07.15(1). 73 1 The Contractor shall be responsible for any damages to public and private properties that may result from inadequate or improper design, installation, maintenance, and operation of bypassing, including mechanical or electrical failures. 7-17.3(2) Cleaning and Testing 7-17.3(2)A General Section 7-17.3(2)A is supplemented with the following: (******) All sanitary sewer pipes and appurtenances shall be cleaned and tested after backfilling. Air testing of the gravity sewer pipeline will be required. Deflection testing of the pipeline will also be required prior to final HMA surface restoration. Deflection testing shall be done by pulling a steel mandrel through the pipe. All testing shall be witnessed by the Engineer. 7-17.3(2)H Television Inspection Section 7-17.3(2)H is supplemented with the following: (******) Delete the first paragraph of this section and supplement it with the following: All newly installed sewer lines shall be inspected by the use of television cameras before the final tie-ins are made. The City of Yakima will provide television inspection. The Contractor shall notify the Engineer a minimum of one week prior to coordinating/scheduling any television inspection(s). 7-17.4 Measurement Section 7-17.4 is supplemented with the following: (******) No specific unit of measurement will apply to the lump sum item "Maintaining Sewage Flow". 7-17.5 Payment Section 7-17.5 is supplemented with the following: (******) "Maintaining Sewage Flow", lump sum. The lump sum price for Maintaining Sewage Flow shall include all costs for the labor, materials, tools, and equipment for carrying out the work required to successfully transfer sewage flows around the construction area, to include, but not limited to, bypass pumping, pipe installation as specified herein, piping and piping connections, temporary connections (if any), temporary manholes (if any), temporary tees, couplings, and fittings (if any), pumping equipment, stand-by equipment, fuel, operator's labor, removal of all temporary equipment and materials, and dealing with all other interferences, all as shown on the Plans and as specified herein. 74 1 7-18 SIDE SEWERS 7-18.4 Measurement Section 7-18.4 is supplemented with the following: (******) Removing an existing side sewer and reconnecting the side sewer to the new sanitary sewer line will be measured per each. 7-18.5 Payment Section 7-18.5 is supplemented with the following: (******) "Side Sewer Connection", per each. The unit Contract price per each for "Side Sewer Connection" shall be full pay for all labor, equipment and materials required to remove an existing side sewer line from the existing sanitary sewer line, plug the existing sanitary sewer line, extend the side sewer line and reconnect the side sewer to the new sanitary sewer line, as shown in Yakima Std Detail S5. 75 DIVISION 8 MISCELLANEOUS CONSTRUCTION 8-01 EROSION CONTROL AND WATER POLLUTION CONTROL 8-01.5 Payment Section 8-01.5 is replaced with the following: (******) All costs to comply with this section shall be incidental to the Contract. 8-04 CURBS, GUTTERS, AND SPILLWAYS 8-04.3(1) Cement Concrete Curbs, Gutters, and Spillway The first paragraph of Section 8-04.3(1) is deleted and replaced with the following: (******) Cement concrete curb, curb and gutter, gutter and spillway shall be constructed with air entrained concrete Class 4000 conforming to the requirements of Section 6-02. 8-13 MONUMENT CASES 8-13.4 Measurement Section 8-13.4 is supplemented with the following: (******) Adjusting monument case and covers will be measured per each,. 8-13.5 Payment Section 8-13.5 is supplemented with the following: (******) "Adjust Monument Case and Cover", per each. The unit Contract price per each for "Adjust Monument Case and Cover" shall be full pay for all labor, equipment and materials required to adjust the monument case and cover to final grade. 8-14 CEMENT CONCRETE SIDEWALK 8-14.3 Construction Requirements Section 8-14.3 is deleted and replaced with the following: (******) 76 1 The concrete in the sidewalks and curb ramps shall be air entrained concrete Class 4000 conforming to the requirements of Section 6-02. 8-14.3(3) Placing and Finishing Concrete Section 8-14.3(3) is supplemented with the following: (******) All sidewalk not located within driveway approach areas shall be four -inch thick cement concrete over a two inch base of crushed surfacing top course. All sidewalk located within a driveway approach area shall be six inch thick cement concrete over a two inch base of crushed surfacing top course. See City of Yakima Standard Detail R-5. 8-14.5 Payment Section 8-14.5 is supplemented with the following: (******) No payment will be made for detectable warning surfaces when installed as part of "Cement Conc. Curb Ramp Type " bid item. 8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, INTELLIGENT TRANSPORTATION SYSTEMS, AND ELECTRICAL 8-20.4 Measurement Section 8-20.4 is supplemented with the following: (******) Adjusting existing junction boxes to grade will be measured per each,. 8-20.5 Payment Section 8-20.5 is supplemented with the following: (******) "Adjust Junction Box", per each. The unit Contract price per each for "Adjust Junction Box" shall be full pay for all labor, equipment and materials required to adjust the junction box to final grade. 8-21 PERMANENT SIGNING 8-21.2 Materials Section 8-21.2 is supplemented with the following: (******) Perforated Steel Square Sign Post System All new signs and relocated signs shall be installed on a steel post. Steel sign post systems shall be square, pre -punched galvanized steel tubing, that are NCHRP 350 Test Level 3 77 1 Certified and FHWA approved. The steel sign post system shall include all anchor sleeves, and other hardware required for a complete sign installation. System Acceptance Systems listed in the current QPL will be accepted per the QPL approval code. Systems not listed in the QPL will be accepted based on a Supplier's Certificate of Compliance. The Supplier's Certificate of Compliance will be a contract specific letter from the supplier stating the system is NCHRP 350 Test Level 3 compliant. 8-21.5 Payment Section 8-21.5 is supplemented with the following: (******) All costs to relocate existing signs and install 36 inch traffic delineator posts as shown in the plans shall be included in the lump sum contract price for "Permanent Signing." 8-22 PAVEMENT MARKING 8-22.3 Construction Requirements 8-22.3(1) Preliminary Spotting The first sentence of Section 8-22.3(1) is revised to the following: (******) The Contractor shall determine the necessary control points from surveying the existing channelization and/or from the use of standard plans to provide the preliminary spotting of the lines before marking begin. 8-22.4 Measurement Section 8-22.4 is supplemented with the following: (******) Crosswalks that use Plastic Wide Lane Lines shall be 12 inches in width. Add the following new section: 8-30 PROPERTY RESTORATION 8-30.1 Description The work shall consist of repair of any incidental damages to landscaping, fencing, private irrigation, top soil, turf, reconnection or realignment of side services, or other miscellaneous items within or adjacent to the project area, as directed by the Engineer. This includes complete replacement of items that are beyond repair as determined by the Engineer. 8-30.5 Payment 78 1 Payment will be made for the following bid items: "Property Restoration", by force account as provided in Section 1-09.6. To provide a common Proposal for all Bidders, the Contracting Agency has entered an amount in the Proposal to become a part of the Contractor's total Bid. DIVISION 9 MATERIALS 9-03 AGGREGATES 9-03.8(2) HMA Test Requirements (March 10, 2010 APWA GSP) Section 9-03.8(2) is supplemented with the following: ESAL's The number of ESAL's for the design and acceptance of the HMA shall be *** 1 *** million. 9-03.8(7) HMA Tolerances and Adjustments (March 10, 2010 APWA GSP) Delete Item 1 and replace it with the following: 1. Job Mix Formula Tolerances. After the JMF is determined as required in 5-04.3(7)A, the constituents of the mixture at the time of acceptance shall conform to the following tolerances: These tolerance limits constitute the allowable limits as described in Section 1-06.2. The tolerance limit for aggregate shall not exceed the limits of the control points section, except the tolerance limits for sieves designated as 100% passing will be 99-100. The tolerance limits on sieves shall only apply to sieves with control points. 79 1 Nonstatistical Evaluation Commercial Evaluation Aggregate, percent passing 1", %", %2", and 3/8" sieves ±6% ±8% U.S. No. 4 sieve ±6% ±8% U.S. No. 8 sieve ±6% ±8% U.S. No. 200 sieve ±2.0% ±3.0% Asphalt Binder ±0.5% ±0.7% These tolerance limits constitute the allowable limits as described in Section 1-06.2. The tolerance limit for aggregate shall not exceed the limits of the control points section, except the tolerance limits for sieves designated as 100% passing will be 99-100. The tolerance limits on sieves shall only apply to sieves with control points. 79 1 9-14 EROSION CONTROL AND ROADSIDE PLANTING 9-14.1 Soil 9-14.1(1) Topsoil Type A (******) The topsoil shall be commercial grade topsoil that consists of sandy loam, with soil particles within the following percentages: clay; 0-20; silt; 25-50; sand; 50-70. The clay content is optional. Topsoil shall be free of organic material (January 6, 2014) Standard Plans The State of Washington Standard Plans for Road, Bridge and Municipal Construction M21-01 transmitted under Publications Transmittal No. PT 13-037, effective August 5, 2013 is made a part of this contract. The Standard Plans are revised as follows: A-50.10 Sheet 2 of 2, Plan, with Single Slope Barrier, reference C -14a is revised to C-70.10 A-50.20 Sheet 2 of 2, Plan, with Anchored Barrier, reference C -14a is revised to C-70.10 A-50.30 Sheet 2 of 2, Plan (top), reference C -14a is revised to C-70.10 B-10.20 and B-10.40 Substitute "step" in lieu of "handhold" on plan B-25.20 Add Note 7. See Standard Specification Section 8-04 for Curb and Gutter requirements B-90.40 Offset & Bend details, add the subtitle, "Plan View" above titles C -16a Note 1, reference C-28.40 is revised to C-20.10 C -16b Note 3, reference C-28.40 is revised to C-20.10 C-20.10 All callouts for "W6 x 9 STEEL POST" are revised to read "W6 x 9 STEEL POST OR 6 x 8 TIMBER POST." 80 1 Isometric View, callout, "W6 x 9 x 6' LONG STEEL POST" is revised to read ""W6 x 9 x 6' LONG STEEL POST OR 6 x 8 x 6' LONG TIMBER POST." Add General Note 5. "All posts for any standard barrier run shall be of the same type: timber or steel." C-20.40 All callouts for "W6 x 9 STEEL POST" are revised to read "W6 x 9 STEEL POST OR 6 x 8 TIMBER POST." C-20.42 The callout for "W6 x 9 STEEL POST" is revised to read "W6 x 9 STEEL POST OR 6 x 8 TIMBER POST." C-22.14 Section B, callout, " 5/8" x 2" LONG BUTTON HEAD BOLT WITH 7/32" OVAL GRIP, CUT WASHER, AND HEX NUT" is revised to read " 5/8" x 2" LONG BUTTON HEAD BOLT WITH 7/32" OVAL GRIP, CUT WASHER, AND HEX NUT FOR STEEL POST OR 5/8" x 10" LONG BUTTON HEAD BOLT WITH 7/32" OVAL GRIP, CUT WASHER, AND HEX NUT FOR TIMBER POST" C-22.16 Section B, callout, " 5/8" x 2" LONG BUTTON HEAD BOLT WITH 7/32" OVAL GRIP, CUT WASHER, AND HEX NUT" is revised to read " 5/8" x 2" LONG BUTTON HEAD BOLT WITH 7/32" OVAL GRIP, CUT WASHER, AND HEX NUT FOR STEEL POST OR 5/8" x 10" LONG BUTTON HEAD BOLT WITH 7/32" OVAL GRIP, CUT WASHER, AND HEX NUT FOR TIMBER POST" C-23.60 Add General Note 7. "Posts shall match those of connecting run: timber or steel." C-25.18 General Notes, Note 6 is revised to read " Posts 1 and 2 are 10 x 10 timber or W6 x 15 steel posts - 7' - 6" long. Posts 3 through 9 are 6 x 8 timber or W6 x 9 steel posts - 6' - 0' long.." C-25.80 Add General Note 5. "All posts for any standard barrier run shall be of the same type: timber or steel." C-70.10 Elevation, and Barrier Connection Detail, callout for premolded joint filler, revise'/4" to 3/8" Note 1, revise '/4" to 3/8". The Welded Wire Reinforcing Substitution Option Table is deleted. The note, "*Optional Substitutions to Welded Wire Reinforcements shall conform to Standard Specification Sections 6-10 and 9-07" is revised to read: "Steel Welded Wire Reinforcement Deformed, for Concrete may be substituted for reinforcing steel in accordance with Standard Specification 6-10.3." C-75.10 Elevation, callout for premolded joint filler, revise Y4" to 3/8", Note 1, revise Y4" to 3/8". 81 1 The Welded Wire Reinforcing Substitution Option Table is deleted. The note, "*Optional Substitutions to Welded Wire Reinforcements shall conform to Standard Specification Sections 6-10 and 9-07" is revised to read: "Steel Welded Wire Reinforcement Deformed, for Concrete may be substituted for reinforcing steel in accordance with Standard Specification 6-10.3." C-75.20 Elevation, callout for premolded joint filler, revise Y4" to 3/8", Note 1, revise Y4" to 3/8". The Welded Wire Reinforcing Substitution Option Table is deleted. The note, "*Optional Substitutions to Welded Wire Reinforcements shall conform to Standard Specification Sections 6-10 and 9-07" is revised to read: "Steel Welded Wire Reinforcement Deformed, for Concrete may be substituted for reinforcing steel in accordance with Standard Specification 6-10.3." C-75.30 Elevation, and Plan views, callout for premolded joint filler, revise '/4" to 3/8" ", Note 1, revise '/4" to 3/8". The Welded Wire Reinforcing Substitution Option Table is deleted. The note, "*Optional Substitutions to Welded Wire Reinforcements shall conform to Standard Specification Sections 6-10 and 9-07" is revised to read: "Steel Welded Wire Reinforcement Deformed, for Concrete may be substituted for reinforcing steel in accordance with Standard Specification 6-10.3." C-80.10 The Welded Wire Reinforcing Substitution Option Table is deleted. The note, "*Optional Substitutions to Welded Wire Reinforcements shall conform to Standard Specification Sections 6-10 and 9-07" is revised to read: "Steel Welded Wire Reinforcement Deformed, for Concrete may be substituted for reinforcing steel in accordance with Standard Specification 6-10.3." C-80.20 The Welded Wire Reinforcing Substitution Option Table is deleted. The note, "*Optional Substitutions to Welded Wire Reinforcements shall conform to Standard Specification Sections 6-10 and 9-07" is revised to read: "Steel Welded Wire Reinforcement Deformed, for Concrete may be substituted for reinforcing steel in accordance with Standard Specification 6-10.3." C-80.30 The Welded Wire Reinforcing Substitution Option Table is deleted. The note, "*Optional Substitutions to Welded Wire Reinforcements shall conform to Standard Specification Sections 6-10 and 9-07" is revised to read: "Steel Welded Wire Reinforcement Deformed, for Concrete may be substituted for reinforcing steel in accordance with Standard Specification 6-10.3." C-80.40 The Welded Wire Reinforcing Substitution Option Table is deleted. The note, "*Optional Substitutions to Welded Wire Reinforcements shall conform to Standard Specification Sections 6-10 and 9-07" is revised to read: "Steel Welded Wire Reinforcement Deformed, for Concrete may be substituted for reinforcing steel in accordance with Standard Specification 6-10.3." 82 1 C-85.14 General Notes, Note 1, reference to Standard Plan C-13 is revised to C-70.10 C-85.15 General Notes, Note 2, reference to Standard Plan C-13 is revised to C-70.10 C-85.16 General Notes, Note 1, reference to Standard Plan C-13 is revised to C-70.10 C-85.18 General Notes, Note 1, reference to Standard Plan C-13 is revised to C-70.10 C-85.20 General Notes, Note 3, reference to Standard Plan C-13 is revised to C-70.10 F-10.12 Note 1. See Standard Plan F-30.10 for Curb Expansion and Contraction Joint spacing. Is revised to read; "See Standard Plan F-30.10 for Curb Expansion and Contraction Joint spacing and see Standard Specification section 8-04 and 9-04 for additional requirements." F-10.62 Plan Title, Precast Concrete Sloped Mountable Curb is revised to read; "Precast Sloped Mountable Curb" F-10.64 Plan Title, Plan Title, Precast Concrete Dual Faced Sloped Mountable Curb is revised to read; "Precast Dual Faced Sloped Mountable Curb" F-30.10 Sections, left side of sheet, (4 places), dimension, Sidewalk - 6' - 0" MIN.(See Contract) is revised to read; "Sidewalk (See Contract)" Section, top middle of sheet, dimension, Sidewalk - 6' - 0" MIN. (See Contract) is revised to read; "Sidewalk (See Contract)" F-80.10 callout, top middle of sheet, Match Sidewalk Width See Contract Plans - 4' - 0" MIN. is revised to read; "Match Sidewalk Width See Contract Plans" dimension, PLAN VIEW TYPE 2, (2 places), 4' - 0" MIN, is revised to read; "(See Contract)" dimension, SECTION C, See Contract Plans - 4' - 0" MIN. is revised to read; "See Contract Plans" G-60.20 Side View, callout, "Anchor Rod - 1-3/4" Diam. x 4'-4" Threaded 8" Min. Each End; W/ 2 Washers & 4 Heavy Hex Nuts - Galvanize Exposed Anchor Rod End for 1'-0" Min." is revised to read; "Anchor Rod - 1-3/4" Diam. x 4'-4" Threaded 8" Min. Each End; W/ 2 Washers & 6 Heavy Hex Nuts - Galvanize Exposed Anchor Rod End for 1'-0" Min." G-60.30 End View, callout, "Anchor Rod - 1-3/4" Diam. x 4'-4" Threaded 8" Min. Each End; W/ 2 Washers & 4 Heavy Hex Nuts - Galvanize Exposed Anchor Rod End for 1'-0" Min." is 83 1 revised to read; "Anchor Rod - 1-3/4" Diam. x 4'-4" Threaded 8" Min. Each End; W/ 2 Washers & 6 Heavy Hex Nuts - Galvanize Exposed Anchor Rod End for 1'-0" Min." H-70.20 Sheet 2, Spacing Detail, Mailbox Support Type 1, reference to Standard Plan 1-70.10 is revised to H-70.10 J -3b Sheet 2 of 2, Plan View of Service Cabinet, Boxed Note, "SEE STANDARD PLAN J -6C..." is revised to read: "SEE STANDARD PLAN J-10.10..." Sheet 2 of 2, Plan View of Service Cabinet Notes, references to Std. Plan J -9a are revised to J-60.05 (3 instances). Sheet 2 of 2, "Right Side of Service Cabinet" detail, callout, "1 5/8" x 2 7/16" 12 GA. SLOTTED STEEL CHANNEL BRACKETS (3 REQ'D), EMBED 12"MIN. IN FOUNDATION." Is revised to read: "1-5/8" x 3-1/4", 12 GA. BACK TO BACK SLOTTED STEEL CHANNEL BRACKETS (3 REQ'D), EMBED 12" MIN. IN FOUNDATION" J-10.10 Note 2."The contractor shall install the conduits in the locations shown. Conduits shall extend 2" min. above the coupling. The conduit containing unfused utility conductors shall extend into the utility chase." is revised to read: "The contractor shall install the conduits in the locations shown. Conduits shall extend 2" min. above the coupling. The grounded end bushing on GRS conduit and the end bell bushing on PVC conduit shall extend 3" max. above the coupling. The conduit containing unfused utility conductors shall extend into the utility chase." Note 4. "The cabinets shall be attached to the foundation with 4 each: 1/2" x 12" x 2" x 4" hot dip galv. anchor bolts, washers, and nuts. Stainless steel epoxy anchors may be used as an alternative, and shall be 1/2" diam. x 9", or 5/8" diam. x 8". Bolts shall extend 1 1/2" min. to 2" max. above the concrete pad." is revised to read: "The cabinets shall be attached to the foundation with 4 each: %2" x 12" x 2" x 4" anchor bolts, washers, and nuts conforming to Section 9-06.5(1) and galvanized after fabrication in accordance with AASHTO M 232. Stainless steel epoxy anchors may be used as an alternative, and shall be %2" diameter x 9", or 5/8" diameter x 8". Threaded Rod (conforming to ASTM F 593), washers (conforming to ASTM A 240), and nuts (conforming to ASTM F 594), all shall be Type 304 stainless steel. Bolts shall extend 1 %2" min. to 2" max. above the concrete pad." J-10.15 ANCHOR BOLT detail, callout - ASTM A307 with washer and nut - Galvanized per AASHTO M 232 is revised to read; "Anchor bolts, washers, and nuts conforming to Section 9-06.5(1) and galvanized after fabrication in accordance with AASHTO M 232 " J-15.10 Elevation View (3x), Depth dimension, reads; "Depth - See Std. Spec. 9-20.3(14)E and Contract", revised to read; "Depth - See Std. Spec. 8-20.3(13)A and Contract" J-15.15 84 1 General Notes, Note 3, reference to Standard Plan J -7c is revised to J-27.15 J-20.10 Foundation Detail, callout, "%2" diameter steel hex nut, with 1 %2" flat washer (2) each req'd per anchor bolt" is revised to read; %2" diameter steel heavy hex nut, with %2" flat washer (2) each req'd per anchor bolt J-20.11 Sheet 1, View A, callout, "%2" x 26" full thread ~ (4) required %2" hex nuts ~ (4) required per anchor bolt" is revised to read; "%2" x 24" full thread ~ (4) required %2" heavy hex nuts ~ (4) required per anchor bolt" Section B, callout, "1/2" diameter steel hex nut, with %2" flat washer, (2) required per anchor bolt" is revised to read; 1/2" diameter steel heavy hex nut, with %2" flat washer, (2) required per anchor bolt Sheet 2, Elevation, callout, "Anchor bolt %2" x 28" full thread ~ (4) required %2" hex nuts ~ (4) required per anchor bolt" is revised to read: Anchor bolt 3/4" x 36" full thread - (4) required 3/4" heavy hex nuts - (4) required per anchor bolt" J-20.16 Elevation, callout, "1/4" Premolded Joint Filler" is revised to read; "3/8" Premolded Joint Filler" Add General Note 9. "Junction Box serving the Standard shall preferably be located 5' - 0" (10' - 0" Max.) from the Standard." J-21.10 Sheet 1, Round Concrete Foundation Detail, Elevation, callout, "%" hex nuts, steel, (4) Req'd. per Anchor Bolt" is revised to read; Anchor bolt %" x 30" full thread - (4) required %" heavy hex nuts, steel, (4) Req'd. per Anchor Bolt Sheet 1, Square Concrete Foundation Detail, Elevation, callout, "%" hex nuts, steel, (4) Req'd. per Anchor Bolt" is revised to read; Anchor bolt %" x 30" full thread - (4) required %" heavy hex nuts, steel, (4) Req'd. per Anchor Bolt Sheet 1, Detail C, callout, "Base Plate Assembly - %2" Diam. steel hex nut, with 1 %2" flat washer, 2 each req'd per anchor bolt - minimum of 2 threads above top of nut or 5/8" maximum (Typ.)" is revised to read; Base Plate Assembly - 3/4" heavy hex nut, with %" flat washer, 2 each req'd per anchor bolt - minimum of 2 threads above top of nut or 5/8" maximum (Typ.)" Sheet 2, Round Concrete Foundation Detail, Elevation, callout, "Anchor Bolts - (4) req'd per assembly (Typ.)" is revised to read; Anchor Bolt %" x 30" full thread - (4) req'd per assembly (Typ.)" Callout, "3/4" hex nuts, steel - (4) req'd. per anchor bolt" is revised to read; 3/4" heavy hex nuts, steel - (4) req'd. per anchor bolt Sheet 2, Round Concrete Foundation Detail, Elevation, callout, "Anchor Bolts - (4) req'd per assembly (Typ.)" is revised to read; Anchor Bolt %" x 30" full thread - (4) req'd per assembly (Typ.)" 85 1 Callout, "3/4" hex nuts, steel - (4) req'd. per anchor bolt" is revised to read; 3/4" heavy hex nuts, steel - (4) req'd. per anchor bolt J-22.15 Ramp Meter Signal Standard, elevation, dimension 4' - 6" is revised to read; 6'-0" J-29.10 Galvanized Welded Wire Mesh detail, callout - "Drill and Tap for 1/4" Diam. Cap Screw, 3 Places, @ 9" center, all 4 edges S.S. Screw, ASTM F593 and washer" Is revised to read; "Drill and Tap for 1/4" Diam. Cap Screw, 3 Places, @ 9" center, all 4 edges S.S. Screw, ASTM F593 and washer. Liberally coat the threads with Anti -seize Compound." J-29.15 Title, "Camera Pole Standard" is revised to read; "Camera Pole Standard Details" J-29-16 Title, "Camera Pole Standard Details" is revised to read; "Camera Pole Details" J-60.14 All references to J -16b (6x) are revised to read; J-60.11 J-75.40 Detail C, callout- EQUIPMENT GROUNDING CONDUCTOR - CLAMP TO STEEL REINFORCING BAR, SIZE PER NEC MIN. SIZE # 8 Is revised to read; EQUIPMENT GROUNDING CONDUCTOR - CLAMP TO STEEL REINFORCING BAR, SIZE PER NEC minimum size # 4 AWG Detail C, callout - Stainless Steel, selftapping 1/4" Diam. Screw w/ S.S. Washer, space approx. 9" O.C. is revised to read; "Stainless Steel, selftapping 1/4" Diam. Screw w/ S.S. Washer, space approx. 9" O.C., liberally coat the threads with Anti -seize compound" J-75.45 Detail D, callout- EQUIPMENT GROUNDING CONDUCTOR - CLAMP TO STEEL REINFORCING BAR, SIZE PER NEC. MIN. SIZE # 8 Is revised to read: EQUIPMENT GROUNDING CONDUCTOR - CLAMP TO STEEL REINFORCING BAR, SIZE PER NEC minimum size # 4 AWG Detail C, callout - Stainless Steel, selftapping 1/4" Diam. Screw w/ S.S. Washer, space approx. 9" O.C. is revised to read; "Stainless Steel, selftapping 1/4" Diam. Screw w/ S.S. Washer, space approx. 9" O.C., liberally coat the threads with Anti -seize compound" J-90.10 Section B, callout, "Hardware Mounting Rack - S. S. 1-5/8" Slotted Channel" is revised to read: "Hardware Mounting Rack (Typ.) - Type 304 S. S. 1-5/8" Slotted Channel" J-90.20 Section B, callout, "Hardware Mounting Rack (Typ.) - S. S. 1-5/8" Slotted Channel" is revised to read: "Hardware Mounting Rack (Typ.) - Type 304 S. S. 1-5/8" Slotted Channel" 86 1 K-80.30 In the NARROW BASE, END view, the reference to Std. Plan C -8e is revised to Std. Plan K-80.35 The following are the Standard Plan numbers applicable at the time this project was advertised. The date shown with each plan number is the publication approval date shown in the lower right-hand corner of that plan. Standard Plans showing different dates shall not be used in this contract. A-10.10-00 8/7/07 A-30.35-00 10/12/07 A-50.20-01... 9/22/09 A-10.20-00 10/5/07 A-40.00-00 8/11/09 A-50.30-00.......11/17/08 A-10.30-00 10/5/07 A-40.10-02 6/2/11 A-50.40-00.......11/17/08 A-20.10-00 8/31/07 A-40.15-00 8/11/09 A-60.10-01 10/14/09 A-30.10-00 11/8/07 A-40.20-02 5/29/13 A-60.20-02 6/2/11 A-30.15-00 11/8/07 A-40.50-01 6/2/11 A-60.30-00 11/8/07 A-30.30-01 6/16/11 A-50.10-00.......11/17/08 A-60.40-00 8/31/07 B-5.20-01 6/16/11 B-30.50-01 4/26/12 B-75.20-01 6/10/08 B-5.40-01 6/16/11 B-30.70-03 4/26/12 B-75.50-01 6/10/08 B-5.60-01 6/16/11 B-30.80-00 6/8/06 B-75.60-00 6/8/06 B-10.20-01 2/7/12 B-30.90-01 9/20/07 B-80.20-00 6/8/06 B-10.40-00 6/1/06 B-35.20-00 6/8/06 B-80.40-00 6/1/06 B-10.60-00 6/8/06 B-35.40-00 6/8/06 B-82.20-00 6/1/06 B-15.20-01 2/7/12 B-40.20-00 6/1/06 B-85.10-01 6/10/08 B-15.40-01 2/7/12 B-40.40-01 6/16/10 B-85.20-00 6/1/06 B-15.60-01 2/7/12 B-45.20-00 6/1/06 B-85.30-00 6/1/06 B-20.20-02 3/16/12 B-45.40-00 6/1/06 B-85.40-00 6/8/06 B-20.40-03 3/16/12 B-50.20-00 6/1/06 B-85.50-01 6/10/08 B-20.60-03 3/15/12 B-55.20-00 6/1/06 B-90.10-00 6/8/06 B-25.20-01 3/15/12 B-60.20-00 6/8/06 B-90.20-00 6/8/06 B-25.60-00 6/1/06 B-60.40-00 6/1/06 B-90.30-00 6/8/06 B-30.10-01 4/26/12 B-65.20-01 4/26/12 B-90.40-00 6/8/06 B-30.20-02 4/26/12 B-65.40-00 6/1/06 B-90.50-00 6/8/06 B-30.30-01 4/26/12 B-70.20-00 6/1/06 B-95.20-01 2/3/09 B-30.40-01 4/26/12 B-70.60-00 6/1/06 B-95.40-00 6/8/06 0-1 6/16/11 0-6 5/30/97 0-23.60-02 6/21/12 0 -la 10/14/09 C -6a 10/14/09 C.24.10-00 7/12/12 0-1b 6/16/11 C -6c 1/6/00 0-25.18-03 7/2/12 C- lc 5/30/97 C -6d 5/30/97 C-25.20-05 7/2/12 0-1d 10/31/03 C -6f 7/25/97 0-25.22-04 7/2/12 0-2 1/6/00 0-7 6/16/11 0-25.26-02 7/2/12 C -2a 6/21/06 C -7a 6/16/11 0-25.80-02 7/2/12 C -2b 6/21/06 0-8 2/10/09 0-40.14-02 7/2/12 0-2c 6/21/06 0-8a 7/25/97 0-40.16-02 7/2/12 0-2d 6/21/06 0-8b 6/27/11 0-40.18-02 7/2/12 0-2e 6/21/06 0-8e 2/21/07 0-70.10-00 4/8/12 0-2f 3/14/97 0-8f 6/30/04 0-75.10-00 4/8/12 0-2g 7/27/01 0-10 6/3/10 0-75.20-00 4/8/12 0-2h 3/28/97 0-16a 6/3/10 0-75.30-00 4/8/12 87 1 C -2i 3/28/97 C -2j 6/12/98 C -2k 7/27/01 C -2n 7/27/01 C -2o 7/13/01 C -2p 10/31/03 C-3 7/2/12 C -3a 10/4/05 C -3b 6/27/11 C -3c 6/27/11 C -4b 6/8/06 C -4e 2/20/03 C -4f 7/2/12 D-2.04-00 11/10/05 D-2.06-01 1/6/09 D-2.08-00 11/10/05 D-2.14-00 11/10/05 D-2.16-00 11/10/05 D-2.18-00 11/10/05 D-2.20-00 11/10/05 D-2.32-00 11/10/05 D-2.34-01 1/6/09 D-2.36-02 1/6/09 D-2.42-00 11/10/05 D-2.44-00 11/10/05 D-2.60-00 11/10/05 D-2.62-00 11/10/05 D-2.46-00 11/10/05 E-1 E-2 C -16b 6/3/10 C-20.10-01 6/20/13 C-20.14-02 7/2/12 C-20.15-01 7/2/12 C-20.18-01 7/2/12 C-20.19-01 7/2/12 C-20.40-03 7/2/12 C-20.42-03 7/2/12 C-20.45.01 7/2/12 C-22.14-02 6/16/11 C-22.16-03 4/18/12 C-22.40-02 6/16/10 C-22.45.00 6/16/11 D-2.48-00 11/10/05 D-2.64-01 1/6/09 D-2.66-00 11/10/05 D-2.68-00 11/10/05 D-2.80-00 11/10/05 D-2.82-00 11/10/05 D-2.84-00 11/10/05 D-2.86-00 11/10/05 D-2.88-00 11/10/05 D-2.92-00 11/10/05 D-3.09-00 5/17/12 D-3.10-01......5/29/13 D-3.11-02...... 5/29/13 D-3.15-02......6/10/13 D-3.16-02... ...D-3.16-02......5/29/13 2/21/07 E-4 8/27/03 5/29/98 E -4a 8/27/03 F-10.12-02 6/16/11 F-10.16-00 12/20/06 F-10.18-00 6/27/11 F-10.40-02 6/21/12 F-10.42-00 1/23/07 G-10.10-00 9/20/07 G-20.10-00 9/20/07 G-22.10-01 7/3/08 G-24.10-00 11/8/07 G-24.20-01 2/7/12 G-24.30-01 2/7/12 G-24.40-03 6/20/13 G-24.50-02 6/20/13 H-10.10-00 H-10.15-00 88 1 F-10.62-01 9/05/07 F-10.64-02 7/3/08 F-30.10-02 6/20/13 F-40.12-02 6/20/13 F-40.14-02 6/20/13 G-24.60-02 5/20/13 G-25.10-04 6/10/13 G-30.10-02 6/20/13 G-50.10-01 6/20/13 G-60.10-02 6/10/13 G-60.20-01 6/27/11 G-60.30-01 6/27/11 G-70.10-02 6/10/13 7/3/08 H-32.10-00 9/20/07 7/3/08 H-60.10-01 7/3/08 C-80.10-00 4/8/12 C-80.20-00 4/8/12 C-80.30-00 4/8/12 C-80.40-00 4/8/12 C-80.50-00 4/8/12 C-85.10-00 4/8/12 C-85.11-00 4/8/12 C-85.14-00 6/16/11 C-85.15-00 6/16/11 C-85.16-00 6/16/11 C-85-18-00 6/16/11 C-85.20-00 6/16/11 C-90.10-00 7/3/08 D-3.17-01... 5/17/12 D-4 12/11/98 D-6 6/19/98 D-10.10-01 12/2/08 D-10.15-01 12/2/08 D-10.20-00 7/8/08 D-10.25-00 7/8/08 D-10.30-00 7/8/08 D-10.35-00 7/8/08 D-10.40-01 12/2/08 D-10.45-01 12/2/08 D-15.10-01 12/2/08 D-15.20-02 6/2/11 D-15.30-01 12/02/08 F-40.15-02 6/20/13 F-40.16-02 6/20/13 F-45.10-01 6/21/12 F-80.10-02 3/15/12 G-70.20-02....6/10/13 G-70.30-02 6/10/13 G-90.10-015/11 /11 G-90.20-023/22/ 13 G-90.30-023/22/ 13 G-90.40-0110/14/09 G-95.10-01 6/2/11 G-95.20-02 6/2/11 G-95.30-02 6/2/11 H-70.10-01 2/7/12 H-70.20-01 2/16/12 H-30.10-00 10/12/07 H-60.20-01 7/3/08 H-70.30-02 2/7/12 1-10.10-01 8/11/09 1-30.20-00 9/20/07 1-40.20-00 1-30.10-02 3/22/13 1-30.30-01 6/10/13 1-50.20-01 1-30.15-02 3/22/13 1-30.40-01 6/10/13 1-60.10-01 1-30.16-00 3/22/13 1-30.60-00 5/29/13 1-60.20-01 1-30.17-00 3/22/13 1-40.10-00 9/20/07 1-80.10-01 J-3 8/1/97 J-26.15-01 5/17/12 J -3b 3/4/05 J-27.10-00 3/15/12 J -3c 6/24/02 J-27.15-00 3/15/12 J-10 7/18/97 J-28.10-01 5/11/11 J-10.10-01...... 5/11/11 J-28.22-00 8/07/07 J-10.15-00 7/2/12 J-28.24-00 8/07/07 J-10.22-00 5/29/13 J-28.26-01 12/02/08 J-15.10-00 5/18/12 J-28.30-02 6/27/11 J-15.15-00...... 6/16/10 J-28.40-01 10/14/09 J-28.42-00 8/07/07 J-28.45-01 6/27/11 6/10/13 J-28.50-02 6/2/11 6/10/13 J-28.60-01 6/2/11 6/10/13 J-28.70-01 5/11/11 7/12/12 J-29.10-00 6/27/11 5/20/13 J-29.15-00 6/27/11 7/12/12 J-29.16-01 6/20/13 6/10/13 J-40.10-03 5/20/13 6/10/13 J-40.20-01 5/17/12 6/10/13 J-40.30-035/20/13 6/10/13 J-40.35-015/29/13 6/10/13 J-40.36-015/20/13 6/10/13 J-40.37-015/20/13 6/10/13 J-40.38-01 5/20/13 3/15/12 J-40.39-005/20/13 J-20.10-02 J-20.11-01 J-20.15-02 J-20.16-01 J-20.20-02 J-20.26-01 J-21.10-03 J-21.15-01 J-21.16-01 J-21.17-01 J-21.20-01 J-22.15-01 J-22.16-02 J-26.10-02 K-70.20-00 2/15/07 K-80.10-00 2/21/07 K-80.20-00 12/20/06 K-80.30-00 2/21/07 K-80.35-00 2/21/07 K-80.37-00 2/21/07 9/20/07 6/10/13 6/10/13 6/10/13 8/11/09 J-40.40-00...... 5/20/13 J-50.10-00.......6/3/11 J-50.11-00.......6/3/11 J-50.12-00.......6/3/11 J-50.15-00.......6/3/11 J-50.16-01.......3/22/13 J-50.20-00.......6/3/11 J-50.25-00.......6/3/11 J-50.30-00.......6/3/11 J-60.05-00.......6/16/11 J-60.11-00.......5/20/13 J-60.12-00.......5/20/13 J-60.13-00.......6/16/10 J-60.14-00...... 6/16/10 J-75.10-01......5/11/11 J-75.20-00...... 2/10/09 J-75.30-01... ... .5/11/11 J-75.40-00......10/14/09 J-75.45-00......10/14/09 J-90.10-01.......6/27/11 J-90.20-01.......6/27/11 L-10.10-02 6/21/12 L-40.10-02 6/21/12 L-70.10-01 L-20.10-02 6/21/12 L-40.15-01 6/16/11 L-70.20-01 L-30.10-01 6/16/11 L-40.20-02 6/21/12 5/21/08 5/21/08 89 1 M-1.20-02 6/3/11 M-9.60-00.. .2/10/09 M-40.10-02 5/11/11 M-1.40-02 6/3/11 M-11.10-01 1/30/07 M-40.20-00...10/12/07 M-1.60-02 6/3/11 M-15.10-01 2/6/07 M-40.30-00 9/20/07 M-1.80-03 6/3/11 M-17.10-02 7/3/08 M-40.40-00 9/20/07 M-2.20-02 6/3/11 M-20.10-02 6/3/11 M-40.50-00 9/20/07 M-3.10-03 6/3/11 M-20.20-01 1/30/07 M-40.60-00 9/20/07 M-3.20-02 6/3/11 M-20.30-02 10/14/09 M-60.10-01 6/3/11 M-3.30-03 6/3/11 M-20.40-02 6/3/11 M-60.20-02 6/27/11 M-3.40-03 6/3/11 M-20.50-02 6/3/11 M-65.10-02 5/11/11 M-3.50-02 6/3/11 M-24.20-01 5/31/06 M-80.10-01 6/3/11 M-5.10-02 6/3/11 M-24.40-01 5/31/06 M-80.20-00 6/10/08 M-7.50-01 1/30/07 M-24.50-00 6/16/11 M-80.30-00 6/10/08 M-9.50-01 1/30/07 M-24.60-03 5/11/11 90 1 CONTRACT THIS AGREEMENT, made and entered into in triplicate, this City of Yakima, hereinafter called the Owner, and Contractor. WITNESSETH: That in consideration of the terms and conditions contained herein the parties hereto covenant and agree as follows: day of , 2013, by and between the . a Washington Corporation, hereinafter called the and attached and made a part of this agreement, I. The Contractor shall do all work and furnish all tools, materials, labor and equipment for THE BID AMOUNT OF: $ for 2014 Citywide Street Resurfacing, Project #1, City Project Nos. 2379 & 2381, all in accordance with, and as described in the attached plans and specifications and the 2012 Standard Specifications for Road, Bridge, and Municipal Construction which are by this reference incorporated herein and made a part hereof, and shall perform any alterations in or additions to the work provided under this contract and every part thereof. Work shall start within ten (10) days after the Notice to Proceed and shall be completed in One Hundred Twenty - Five (125) working days. If work has not commenced within the ten (10) days after the Notice to Proceed, the first chargeable working day shall be the 11th day after the date on which the City issues the Notice to Proceed. If said work is not completed within the time specified, the Contractor agrees to pay to the Owner the sum specified in the Standard Specifications for each and every day said work remains uncompleted after expiration of the specified time, as liquidated damages. The Contractors shall provide and bear the expense of all equipment, work and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing the work provided for in this contract and every part thereof, except such as are mentioned in the specifications to be furnished by the City of Yakima. II. The City of Yakima hereby promises and agrees with the Contractor to employ, and does employ the Contractor to provide the materials and to do and cause to be done the above described work and to complete and finish the same according to the attached plans and specifications and the terms and conditions herein contained and hereby contracts to pay for the same according to the attached specifications and the schedule of unit or itemized prices hereto attached, at the time and in the manner and upon the conditions provided for in this contract. III. INDEMNIFICATION. The Contractor shall defend, indemnify, and hold harmless the City, its officers, elected officials, employees and agents from and against any and all claims, causes of action, damages, losses, and expenses of any kind or nature whatsoever, including but not limited to, attorney's fees and court costs, arising out of, relating to, or resulting from the Contractor's performance or non-performance of the services, duties and obligations required of it under this Agreement. IV. The Contractor for himself, and for his heirs, executors, administrators, successors, and assigns, does hereby agree to the full performance of all the covenants herein contained upon the part of the Contractor. V. It is further provided that no liability shall attach to the City of Yakima by reason of entering into this contract, except as expressly provided herein. IN WITNESS WHEREOF the parties hereto have caused this agreement to be executed the day and year first herein above written. Countersigned: CITY OF YAKIMA CONTRACTOR this day of 2013. City Manager Attest: 91 1 By: Contractor , a Corporation City Clerk Its (Print Name) Address: (President, Owner, etc.) 92 1 CONTRACT THIS AGREEMENT, made and entered into in triplicate, this City of Yakima, hereinafter called the Owner, and Contractor. WITNESSETH: That in consideration of the terms and conditions contained herein the parties hereto covenant and agree as follows: day of , 2013, by and between the . a Washington Corporation, hereinafter called the and attached and made a part of this agreement, I. The Contractor shall do all work and furnish all tools, materials, labor and equipment for THE BID AMOUNT OF: $ for 2014 Citywide Street Resurfacing, Project #2, City Project No. 2379, all in accordance with, and as described in the attached plans and specifications and the 2012 Standard Specifications for Road, Bridge, and Municipal Construction which are by this reference incorporated herein and made a part hereof, and shall perform any alterations in or additions to the work provided under this contract and every part thereof. Work shall start within ten (10) days after the Notice to Proceed and shall be completed in One Hundred Fifteen (115) working days. If work has not commenced within the ten (10) days after the Notice to Proceed, the first chargeable working day shall be the 11th day after the date on which the City issues the Notice to Proceed. If said work is not completed within the time specified, the Contractor agrees to pay to the Owner the sum specified in the Standard Specifications for each and every day said work remains uncompleted after expiration of the specified time, as liquidated damages. The Contractors shall provide and bear the expense of all equipment, work and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing the work provided for in this contract and every part thereof, except such as are mentioned in the specifications to be furnished by the City of Yakima. II. The City of Yakima hereby promises and agrees with the Contractor to employ, and does employ the Contractor to provide the materials and to do and cause to be done the above described work and to complete and finish the same according to the attached plans and specifications and the terms and conditions herein contained and hereby contracts to pay for the same according to the attached specifications and the schedule of unit or itemized prices hereto attached, at the time and in the manner and upon the conditions provided for in this contract. III. INDEMNIFICATION. The Contractor shall defend, indemnify, and hold harmless the City, its officers, elected officials, employees and agents from and against any and all claims, causes of action, damages, losses, and expenses of any kind or nature whatsoever, including but not limited to, attorney's fees and court costs, arising out of, relating to, or resulting from the Contractor's performance or non-performance of the services, duties and obligations required of it under this Agreement. IV. The Contractor for himself, and for his heirs, executors, administrators, successors, and assigns, does hereby agree to the full performance of all the covenants herein contained upon the part of the Contractor. V. It is further provided that no liability shall attach to the City of Yakima by reason of entering into this contract, except as expressly provided herein. IN WITNESS WHEREOF the parties hereto have caused this agreement to be executed the day and year first herein above written. Countersigned: CITY OF YAKIMA CONTRACTOR this day of 2013. City Manager Attest: 93 1 By: Contractor , a Corporation City Clerk Its (Print Name) Address: (President, Owner, etc.) 94 1 CONTRACT THIS AGREEMENT, made and entered into in triplicate, this City of Yakima, hereinafter called the Owner, and Contractor. WITNESSETH: That in consideration of the terms and conditions contained herein the parties hereto covenant and agree as follows: day of , 2013, by and between the . a Washington Corporation, hereinafter called the and attached and made a part of this agreement, I. The Contractor shall do all work and furnish all tools, materials, labor and equipment for THE BID AMOUNT OF: $ for 2014 Citywide Street Resurfacing, Project #3, City Project No. 2379, all in accordance with, and as described in the attached plans and specifications and the 2012 Standard Specifications for Road, Bridge, and Municipal Construction which are by this reference incorporated herein and made a part hereof, and shall perform any alterations in or additions to the work provided under this contract and every part thereof. Work shall start within ten (10) days after the Notice to Proceed and shall be completed in One Hundred Five (105) working days. If work has not commenced within the ten (10) days after the Notice to Proceed, the first chargeable working day shall be the 11th day after the date on which the City issues the Notice to Proceed. If said work is not completed within the time specified, the Contractor agrees to pay to the Owner the sum specified in the Standard Specifications for each and every day said work remains uncompleted after expiration of the specified time, as liquidated damages. The Contractors shall provide and bear the expense of all equipment, work and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing the work provided for in this contract and every part thereof, except such as are mentioned in the specifications to be furnished by the City of Yakima. II. The City of Yakima hereby promises and agrees with the Contractor to employ, and does employ the Contractor to provide the materials and to do and cause to be done the above described work and to complete and finish the same according to the attached plans and specifications and the terms and conditions herein contained and hereby contracts to pay for the same according to the attached specifications and the schedule of unit or itemized prices hereto attached, at the time and in the manner and upon the conditions provided for in this contract. III. INDEMNIFICATION. The Contractor shall defend, indemnify, and hold harmless the City, its officers, elected officials, employees and agents from and against any and all claims, causes of action, damages, losses, and expenses of any kind or nature whatsoever, including but not limited to, attorney's fees and court costs, arising out of, relating to, or resulting from the Contractor's performance or non-performance of the services, duties and obligations required of it under this Agreement. IV. The Contractor for himself, and for his heirs, executors, administrators, successors, and assigns, does hereby agree to the full performance of all the covenants herein contained upon the part of the Contractor. V. It is further provided that no liability shall attach to the City of Yakima by reason of entering into this contract, except as expressly provided herein. IN WITNESS WHEREOF the parties hereto have caused this agreement to be executed the day and year first herein above written. Countersigned: CITY OF YAKIMA CONTRACTOR this day of 2013. City Manager Attest: 95 1 By: Contractor , a Corporation City Clerk Its (Print Name) Address: (President, Owner, etc.) 96 1 CONTRACT THIS AGREEMENT, made and entered into in triplicate, this City of Yakima, hereinafter called the Owner, and Contractor. WITNESSETH: That in consideration of the terms and conditions contained herein the parties hereto covenant and agree as follows: day of , 2013, by and between the . a Washington Corporation, hereinafter called the and attached and made a part of this agreement, I. The Contractor shall do all work and furnish all tools, materials, labor and equipment for THE BID AMOUNT OF: $ for 2014 Citywide Street Resurfacing, Project #4, City Project No. 2379, all in accordance with, and as described in the attached plans and specifications and the 2012 Standard Specifications for Road, Bridge, and Municipal Construction which are by this reference incorporated herein and made a part hereof, and shall perform any alterations in or additions to the work provided under this contract and every part thereof. Work shall start within ten (10) days after the Notice to Proceed and shall be completed in One Hundred Thirty (130) working days. If work has not commenced within the ten (10) days after the Notice to Proceed, the first chargeable working day shall be the 11th day after the date on which the City issues the Notice to Proceed. If said work is not completed within the time specified, the Contractor agrees to pay to the Owner the sum specified in the Standard Specifications for each and every day said work remains uncompleted after expiration of the specified time, as liquidated damages. The Contractors shall provide and bear the expense of all equipment, work and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing the work provided for in this contract and every part thereof, except such as are mentioned in the specifications to be furnished by the City of Yakima. II. The City of Yakima hereby promises and agrees with the Contractor to employ, and does employ the Contractor to provide the materials and to do and cause to be done the above described work and to complete and finish the same according to the attached plans and specifications and the terms and conditions herein contained and hereby contracts to pay for the same according to the attached specifications and the schedule of unit or itemized prices hereto attached, at the time and in the manner and upon the conditions provided for in this contract. III. INDEMNIFICATION. The Contractor shall defend, indemnify, and hold harmless the City, its officers, elected officials, employees and agents from and against any and all claims, causes of action, damages, losses, and expenses of any kind or nature whatsoever, including but not limited to, attorney's fees and court costs, arising out of, relating to, or resulting from the Contractor's performance or non-performance of the services, duties and obligations required of it under this Agreement. IV. The Contractor for himself, and for his heirs, executors, administrators, successors, and assigns, does hereby agree to the full performance of all the covenants herein contained upon the part of the Contractor. V. It is further provided that no liability shall attach to the City of Yakima by reason of entering into this contract, except as expressly provided herein. IN WITNESS WHEREOF the parties hereto have caused this agreement to be executed the day and year first herein above written. Countersigned: CITY OF YAKIMA CONTRACTOR this day of 2013. City Manager Attest: 97 1 By: Contractor , a Corporation City Clerk Its (Print Name) Address: (President, Owner, etc.) 98 1 CONTRACT THIS AGREEMENT, made and entered into in triplicate, this _— City of Yakima, hereinafter called the Owner, and Contractor. WITNESSETH: That in consideration of the terms and conditions contained herein the parties hereto covenant and agree as follows: day of , 2013, by and between the . a Washington Corporation, hereinafter called the and attached and made a part of this agreement, I. The Contractor shall do all work and furnish all tools, materials, labor and equipment for THE BID AMOUNT OF: $ for 2014 Citywide Street Resurfacing, Project #5, City Project No. 2379, all in accordance with, and as described in the attached plans and specifications and the 2012 Standard Specifications for Road, Bridge, and Municipal Construction which are by this reference incorporated herein and made a part hereof, and shall perform any alterations in or additions to the work provided under this contract and every part thereof. Work shall start within ten (10) days after the Notice to Proceed and shall be completed in Seventy -Five (75) working days. If work has not commenced within the ten (10) days after the Notice to Proceed, the first chargeable working day shall be the 11th day after the date on which the City issues the Notice to Proceed. If said work is not completed within the time specified, the Contractor agrees to pay to the Owner the sum specified in the Standard Specifications for each and every day said work remains uncompleted after expiration of the specified time, as liquidated damages. The Contractors shall provide and bear the expense of all equipment, work and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing the work provided for in this contract and every part thereof, except such as are mentioned in the specifications to be furnished by the City of Yakima. II. The City of Yakima hereby promises and agrees with the Contractor to employ, and does employ the Contractor to provide the materials and to do and cause to be done the above described work and to complete and finish the same according to the attached plans and specifications and the terms and conditions herein contained and hereby contracts to pay for the same according to the attached specifications and the schedule of unit or itemized prices hereto attached, at the time and in the manner and upon the conditions provided for in this contract. III. INDEMNIFICATION. The Contractor shall defend, indemnify, and hold harmless the City, its officers, elected officials, employees and agents from and against any and all claims, causes of action, damages, losses, and expenses of any kind or nature whatsoever, including but not limited to, attorney's fees and court costs, arising out of, relating to, or resulting from the Contractor's performance or non-performance of the services, duties and obligations required of it under this Agreement. IV. The Contractor for himself, and for his heirs, executors, administrators, successors, and assigns, does hereby agree to the full performance of all the covenants herein contained upon the part of the Contractor. V. It is further provided that no liability shall attach to the City of Yakima by reason of entering into this contract, except as expressly provided herein. IN WITNESS WHEREOF the parties hereto have caused this agreement to be executed the day and year first herein above written. Countersigned: CITY OF YAKIMA CONTRACTOR this day of 2013. City Manager Attest: 99 1 By: Contractor , a Corporation City Clerk Its (Print Name) Address: (President, Owner, etc.) 100 1 PERFORMANCE BOND BOND TO CITY OF YAKIMA KNOW ALL MEN BY THESE PRESENTS: That whereas the City of Yakima, Washington has awarded to (Contractor) hereinafter designated as the "Principal" a contract for the construction of the project designated 2014 Citywide Street Resurfacing, Projects 1 - 5, City Project Nos. 2379 & 2381, all as hereto attached and made a part hereof and whereas, said principal is required under the terms of said contract to furnish a bond for the faithful performance of said contract: NOW, THEREFORE, we, the principal, and (Surety), a corporation, organized and existing under and by virtue of the laws of the State of , duly authorized to do business in the State of Washington, as surety, are jointly and severally held and firmly bound unto the City of Yakima, Washington, in the penal sum of $ (Total Contract Amount) lawful money of the United States, the payment of which we jointly and severally bind ourselves, our heirs, executors, administrators and assigns, and successors and assigns, firmly by these presents. THE CONDITIONS OF THIS BOND IS SUCH, that if the above bonded principal shall faithfully perform all of the provisions of said contract in the manner and within the time therein set forth, or within such extensions of time as may be granted under said contract, and shall pay all laborers, mechanics, sub -contractors and materialmen; the claims of any person or persons arising under the contract to the extent such claims are provided for in RCW 39.08.010; the state with respect to taxes imposed pursuant to Titles 50, 51 and 82 RCW which may be due; and all persons who shall supply said principal or sub -contractors with provisions and supplies for the carrying on of said work, and shall hold said City of Yakima, Washington, their employees, agents, and elected or appointed officials, harmless from any damage occasioned to any person or property by reason of any carelessness or negligence on the part of said principal, or any sub -contractor in the performance of said work, and shall indemnify and hold the City of Yakima, Washington, its employees, agents, and elected or appointed officials, harmless from any damage or expense by reason of failure of performance as specified in said contract, or from defects appearing or developing in the material or workmanship provided or performed under said contract after its acceptance thereof by the City of Yakima, Washington, and all claims filed in compliance with Chapter 39.08 RCW are resolved and all taxes pursuant to Titles 50 and 51 and 82 RCW have been paid, then and in that event this obligation shall be void; but otherwise it shall be and remain in full force and effect. This obligation is entered into in pursuance of the statutes of the State of Washington, and the Ordinances of the City of Yakima, Washington. IN WITNESS WHEREOF, the said principal and the said surety have caused this bond to be signed and sealed by their duly authorized officers this day of , 20 . Approved as to form (Title) (City Attorney) 101 1 (Principal) By (Signature) (Print Name) (Surety) By (Signature) (Print Name) (Title) 102 1 AC©R1.7 CERTIFICATE OF LIABILITY INSURANCE DATE (MM OOlYYYY) / (20 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER n5Urance Agent Address City, Stale, ZIP Code INSURED Contractors Name Contractors Address CONTACT NAME: ...................................._..__......................................................_...................... PHONE FAX IAJC, No, Est!: .... IA/C, No): E-MAIL ADDRESS: PRODUCER CUSTOMER ID 0: INSURER A : INSURER B : INSURER C: INSURER D : INSURER E INSURER F INSURERIS) AFFORDINQ " A- VII or better adm. RAGE arrier NAIC COVERAGES CERTIFICATE NUMBER: (Certificate No.) REVISION NUMBER: See below THIS IS 10 CERTIFY THAT THE POLICIES INDICATED. NOTWITHSTANDING ANY REQUIREMENT, CERTIFICATE MAY BE ISSUED OR MAY EXCLUSIONS AND CONDITIONS OF SUCH ..................0DL............ ILSR TYPE OF INSURANCE LTR: OF INSURANCE: LISTED BELOW HAVE BEEN ISSUED TO TERM OR CONDITION OF ANY CONTRACT PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY AADSL ISUBUBN; : POLICY EFF 1NSRILNYOI POLICY NUMBER :iMMfDD1YYYYl THE INSURED NAMED ABOVE FOR THE POLICY PERIOD OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, PAID CLAIMS. POLICY EXP LIMITS IMMIDDlYYYYI A GENERAL LIABILITY X : COMMERCIAL GENERAL LIABILITY CLAIMS -MADE X t)CCUN GENT AGGREGATE LIMIT APPLIOS PER. . eoLicv . X , JEGI I ; Loi: X Py No. olic Dale Date EACH OCCURRENCE 1.000.000 LE/WAGE RENTED REEMISES {Fe coi urrerrax) ',REMISES( NICD EXP /Any one person) PERSONAL 8 ACV INJURY GENERAL AGGREGATE PRODUCTS COMP:OPAGG 5 100,000 5 5,000 S I: 1011.000 $ 0.000!X(1 5 P.0110.IHNl $ A AUTOMOBILE LIABILITY }( AGE' A1,110 All. OWNED AUTOS SCHEDULED AUTOSBODILY HIRED AUTOS NUN -OWNED AUT(10 Policy No. Date Dale COMBINED SINGLE LIMIT (La accideitli 5 1.000.0W BODILY INJURY (Per persue., INJURY lFer eceidenl) ................................................... P `ROTC DAMAGE d1 1( $ 5 . $ $ A • X i UMBRELLA LIAR X LICCUI1 EXCESS LIAB CLAIMS -MADE ' 001)11{5CERT F RETENTION 5 OIicy Dale Dale EACH OCCURRENCE • AGGREGATE $ 10.10.000 $ 1.O00.000 $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY TY r N ANY PRCIPH15?UH:PAKTNE EXECT'rlVi """"""' OMI'ICE ,500MBER EXCLUDED -r (Mandatory in NHI """""""""""" If yes. dexrGbe under DESCRIPTION OF OPERATIONS be.nw H! A Policy No. Date Stop Gap/Employers Liability Dafe-----.i0J3Y.LIM!].5.. ENG 5IATU, x 01 H-; . Eft E.L. EAC!: ACCIDENT E.L. DISEASE - CA EMPLOYE[ ......_.."__- E I. 0150450 POLICY LIMIT 5 1.0(0,0110 S 11%0l *30 5 1 000,000 DESCRIPTION OF OPERATIONS I LOCATIONS 0 VEHICLES )A ACORD 1St. Additional Remarks Schedule, If mare space is required) (Project Name and Project Number) The Cily of Yakima, its agents, employees. volunteers, and elected and appointed officials are additional insureds. 10 Days Notice of Cancellation due to Non-payrnent of Premium. 30 Days Notice for all nther reasons. CERTIFICATE HOLDER CANCELLATION City of Yakima 129 N 2nd Street Yakima, WA 98901 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Agent Signature (The oenifrcma repines ce•sfiero ):: 0f05443 sso ed 1,., ! vr.:.=cern 5 1988-2009 ACORD CORPORATION. All righ ACORD 25 (2004109) The ACORD name and logo are registered marks of ACORD 103 1 eserved. COMMERCIAL GENERAL LIABILITY WN GL 49 01 09 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED OWNERS, LESSEES OR CONTRACTORS - AUTOMATIC STATUS WHEN REQUIRED IN CONSTRUCTION AGREEMENT WITH YOU PRIMARY AND NONCONTRIBUTORY This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. Section II — Who Is An Insured is amended to include as an additional insured any person or or- ganization for whom you are performing operations when you and such person or organization have agreed in writing in a contract or agreement that such person or organization be added as an addi- tional insured on your policy. Such person or or- ganization is an additional insured only with respect to liability for "bodily injury", "property damage" or personal and advertising injurycaused, in whole or in part, by: 1. Your acts or omissions; or 2. The acls or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured. A person's or organization's status as an additional insured under this endorsement ends when your operations for that additional insured are com- pleted. B. The Limits of Insurance applicable to the additional insured are those specified in the written contract or written agreement or in the Declarations of this policy, whichever is less. These Limits of Insur- ance are incrusive of, and nol in addition to Limits of Insurance shown in the Declarations, C. With respect to the insurance afforded to these additional insureds, the following additional exclu- sions appfy: This insurance does not apply to: 1. "Bodily injury", "property damage" or "personal and advertising injury" arising out of the render- ing of, or the failure to render, any professional architectural, engineering or surveying services, including WN GL 49 01 09 1U4 1 Inclthde5 copyrighted malcriai or In irani: a. The preparing, approving, or failing to pre- pare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifica- tions; or b. Supervisory, inspection, architectural or engineering activities. 2. "Bodily injury" or 'property damage' occurring after: a. All work, including materials, parts or equip- ment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or b. That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontrac- tor engaged in performing operations for a principal as a part c)11 the same p • D. As respects the coverage provided under this en- dorsement, Paragraph 4.b. of the Other Insurance Condition is deleted and replaced by the following: 4. Other Insurance b. Excess Insurance This insurance is excess over any other insurance naming the additional insured as an insured whether primary, excess, contin- gent or on any other basis unless the written contract or agreement described in A. above specifically requires that this insurance be provided on either a primary basis or a pri- mary and noncontributory basis. e Sen.ces Office Inc. r.th s permis,iort. Page 1 of 1 POLICY NUMBER: CPP 1009640 01 COMMERCIAL GENERAL LIABILITY CG 25 03 05 pp, THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED CONSTRUCTION PROJECT(S) GENERAL AGGREGATE LIMIT T hi s endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE rDesignated Construction Projects: CPITEIVCAGET NOPLFEISN T811 A N CE REFERENCING FORM CG2503 Information required to complete this Schedule, it not shown above, will be shown in the Declarations. A. For all sums which the insured becomes le- gally obligated to pay as damages caused by 'occurrences" under Section I - Coverage A, and for all medical expenses caused by acci- dents under Section I - Coverage C, which can be attributed only to ongoing operations at a single designated construction project shown in the Schedule above: 1. A separate Designated Construction Proj- ect General Aggregate Limit applies to each designated construction project, and that limit is equal to the amount of the General Aggregate Limit shown in the Declarations. 2. The Designated Construction Project Gen- eral Aggregate Limit is the most we will pay for the sum of all damages under Coverage J. except damages because of "bodily injuryor "property damage" included in the "products -completed oper- ations hazard', and for medical expenses under Coverage C regardless of the number of: a. Insureds; b. Claims made or "suits" brought; or c, Persons or organizations making claims or bringing "suits". 3. Any payments made under Coverage A for damages or under Coverage C for medical expenses shall reduce the Desig- nated Construction Project General Aggre- CG 25 03 05 09 105 1 gate Limit for that designated construction project. Such payments shall not reduce the General Aggregate Limit shown in the Declarations nor shell they reduce any other Designated Construction Project General Aggregate Limit for any other designated construction project shown in the Schedule above. 4. The limits shown in the Declarations for Each Occurrence, Damage To Premises Rented To You and Medical Expense continue to apply. However, instead of being subject to the General Aggregate Limit shown in the Declarations, such limits will be subject to the applicable Designated Construction Project General Aggregate Limit. B. For all sums which the insured becomes legally obligated to pay as damages caused by •occurrences " under Section I - Coverage A, and for all medical expenses caused by acel 9 under Meotion 1 - Cov C, which carioca De - ibuted only to ongoing operations at a single designated construction project shown in the Schedule above: 1. Any payments made under Coverage A for damages or under Coverage C for medical expenses shall reduce the amount available under the General Aggregate Limit or the Products -completed Opera- tions Aggregate Limit, whichever is ap- plicable; and e Insurance Services Office, Inc„ 2008 Page 1 of 2 Wolters Kluwer Financial Services 1 Uritorm Forms Tm 2. Such payments shall not reduce any Des- ignated Construction Project General Aggregate Limit. C. When coverage for liability arising out of the. "products-complete.d operations hanird- is Provided, any payments for damages because of "bodily injuryor "property damage' in eluded in the 'products -completed operations hazard' will reduce the Products -completed Operations Aggregate Link, and not reduce the General Aggregate Limit nor the Desig- nated Construction Project General Aggregate Limit. Page 2 of 2 D. If the applicable designated construction pro - ac! has been abandoned, delayed, or aban- doned and then restarted, or if the authorized contracting parties deviate from plans, blue- prints, designs, specifications ur timetables, the project will still be deemed to be the SamF! construction project, E. The provisions of Section III - Limits Of In, surance not otherwise modified by this endorsement shall continue to apply as stipulated. Insurance Services Office, Inc., 2008 CG 25 03 05 09 MINIMUM WAGE AFFIDAVIT STATE OF WASHINGTON ) ) ss COUNTY OF YAKIMA ) I, the undersigned, having been duly sworn, depose, say and certify that in connection with the performance of the work, payment for which this voucher is submitted, I have paid the following rate per hour to each classification of laborers, workmen, or mechanics, as indicated upon the attached list, now referred to and by such reference incorporated in and made an integral part hereof, for all such employed in the performance of such work; and no laborer, workman or mechanic so employed upon such work has been paid less than the prevailing rate of wage or less than the minimum rate of wages as specified in the principal contract; that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein is true to my knowledge and belief. Subscribed and sworn to before me on this 201 Contractor day of Notary Public in and for the State of Washington residing at 107 1 108 1 PREVAILING WAGE RATES The prevailing rate of wages to be paid to all workmen, laborers, or mechanics employed in the performance of any part of this contract shall be in accordance with the provisions of Chapter 39.12 RCW, as amended. The rules and regulations of the Department of Labor and Industries are by reference made a part of this contract as though fully set forth herein. The current schedule of prevailing wage rates for the locality or localities where this contract will be performed, as determined by the Industrial Statistician of the Department of Labor and Industries, are included in these contract documents. Inasmuch as the contractor will be held responsible for paying the prevailing wages, it is imperative that all contractors familiarize themselves with the current wage rates, as determined by the Industrial Statistician of the Department of Labor and Industries, before submitting bids based on these specifications. In case any dispute arises as to what are the prevailing rates of wages for work of a similar nature and such dispute cannot be adjusted by the parties in interest, including labor and management representatives, the matter shall be referred for arbitration to the Director of the Department of Labor and Industries of the State and his decision therein shall be final and conclusive and biding on all parties involved in the dispute as provided for by RCW 39.12.060 as amended. Current prevailing wage rules and data can be furnished by the Industrial Statistician upon request. You may submit your request to: Department of Labor and Industries ESAC Division PO Box 44540 Olympia, Washington 98504-4540 Telephone: 360-902-5335 109 1 Page 1 of 14 State of Washington Department of Labor & Industries Prevailing Wage Section - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, worker's wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements are provided on the Benefit Code Key. Journey Level Prevailing Wage Rates for the Effective Date: 3/19/2014 County, Trdc. JobC a o]at i 0 1 ! agt,:., Holiday Overtime Note Yakima ,' mermoiiTir, v• eri,i.ers Journey Level $17.83 1 Yakima1en1Picers Journey Level $64.44 5N 1C Yakima Eick==f&ofl Journey Level $42.38 5A 1M Yakima Er rildiriq Service Ernpicy€dos Janitor $9.32 1 Yakima BidnSeicLpkyees Shampooer $11.14 1 Yakima Fi!rilding Serv?ce Employees Waxer $9.32 1 Yakima Bidn, . ,ce .: ,Pes Window Cleaner $9.32 1 Yakima Cat-iinitMakers ;iri S.11C;:.Li Journey Level $16.35 1 Yakima Cameriters Journey Level $29.72 1 Yakima Ceir !C nt. Masoi) Journey Level $38.15 7B 1N Yakima Dr s Ei: I ender -s Diver $105.37 5D 1M 8A Yakima ',* ii a c r idiii:.? Diver On Standby $59.50 5D 1M Yakima Dr s Ei: I ender -s Diver Tender $54.82 5D 1M Yakima ' ii a eridrif:? Surface Rcv Et Rov Operator $54.82 5D 1M Yakima Diver S a Tenders Surface Rcv Et Rov Operator Tender $51.07 5A 1B Yakima r-..+r-eili-2,ii. v,"r(eN Assistant Engineer $53.00 5D 3F Yakima r , 0, k 7•F„; Assistant Mate (Deckhand) $52.58 5D 3F Yakima r-..+r-eili-2,ii. v,"r(eN Boatmen $52.30 5D 3F Yakima r ' 2.!...211L..„. Engineer Welder $54.04 5D 3F Yakima r-..+r-eili-2,ii. v,"r(eN Leverman, Hydraulic $55.17 5D 3F Yakima r 1 ecl,:?!:: ,,o, k ..":' „ Mates $52.30 5D 3F Yakima r-..+r-eili-2,ii. v,"r(eN Oiler $52.58 5D 3F Yakima DyApictor Journey Level $39.28 5D 1M Yakima Dr:Try/ail Tapers Journey Level $34.06 7E 1P YakimaEleCtr,„_ HAVI: .-? Mafntenans,,.., Journey Level $43.32 1 Yakima Dler.:Arciris - Irri-ide Cable Splicer $56.36 5A lE Yakima Eict:tric ;r,:ie Journey Level $54.45 5A 1E Yakima Dler.:trciris - Irri-ide Welder $58.27 5A 1E Yakima Eict:tr ic - .ii,:cri pi Shcir) Craftsman $15.37 1 Wednesday, Mach 19, 2014 3/19/2014 Page 2 of 14 Yakima EtecU/ictena - Idtatox Shen Journey Level S14.69 T Yakima Elise tztcians ' Pobs*rUne ����ict.D. Cable Splicer $68.33 54 4A Yakima E(ec1riciaru ' Powettime ����t.SF Certified Line Welder $62.50 5A4A Yakima BecRr{ctitre. 'powettine CiomstRJR tion Groundperson G42.56 5A44 Yakima Construction Heavy Line Equipment Operator S6I.50 544A Yakima Construction Journey Level Lineperson S6I.50 54 4,4 Yakima Construction Line Equipment Operator S52.47 5444 Yakima Elects, vstsuntlist . Pole Sprayer S62.50 5444 Yakima EiectrIcians' Pone/{ine [�h.LEIL.U.21:1 Powderperson $46.55 544A Yakima EiectronicTechnicians Journey Level $23.40 1 Yakima Mechanic S80.14 7D 4A Yakima Elevator [onstrmcto/s Mechanic In Charge $86.77 7D 44 Yakima PnoducIts Craftsman - In -Factory Work Onty $9.32 Y Yakima �O����t. Journey Leve( - In -Factory Work Only $9.32 1 Yakima FenceErectorS Fence Erector $13.79 1 Yakima Journey Level $24.62 1 Yakima GUa:biers Journey Level $22.43 61 1B Yakima 4ahestosWor|ver� Journey Level S25.32 Y Yakima Journey Level S34.85 Y Yakima Hoct Carriers �MaSonTenders Journey Level $34.42 �4 I| Yakima Journey Level $9.32 Y Yakima IN Journey Level S9.32 1 Yakima RenroteCR} ntrot, Cleaner Operator, Foamer Operator $9.73 Y Yakima Sewer aVVaterskp,:p*n)sEpz, Grout Truck Operator $11.48 1 RenroteCR} rtrot Yakima Se+er'ft YVaterSystems 8 Remote Centrist Head Operator $12.78 Y Yakima |nsu*(tIon/[(eaning/Settbn8{f Technician $9.32 1 Setuer a Water Systems Ens Yakima tn� penti /[{ i /Se 1 Of Sewer Ss YyaterS\tsten)s tbdit. TvTruck Operator S1O.53 1 RemnteCont[n( Yakima |nsu(ationddppL(catoo Journey Level $39.28 5D 1M Yakima |ronwo/kem Journeyman $53.19 7N 10 Yakima Cabot c t:s Air, Gas 0r Etectric Vibrating Screed $]].44 7A I| Wednesday, Mach 19, 2014 3/19/2014 Page 3 of 14 Yakima L,,3:,,_`/mo Airtrac Drill Operator S34.42 7A I| Yakima L�r*ers Ballast Regutar Machine $33.44 74 31 8atchVYeighman S31.40 7A 31 Yakima L,..312,:,.: (2, Brick Pavers $33.44 74 31 Yakima ;.; _ Brush Cutter $]].44 7A 31 Yakima L,..312,:,.: (2, Brush Hog Feeder $33.44 74 31 Yakima ,. Burner $]].44 7A 31 Yakima Lubo/'e: Caisson Worker $34.42 7A ]| Yakima ,. Carpenter Tender $]].44 7A ]| Yakima Lubo/'e: Cement Dumper -paving $34.01 7431 Yakima ,. Cement Finisher Tender $]].44 7A 31 Yakima nbore: Change House OrDry Shack $]].44 74 31 Yakima 1,:��r2;-: Chipping Gun (under 30 Lbs.) $]].44 7A ]| Yakima nbore: Chipping Gun(30 Lbs. And Over) $34.01 74 31 Yakima L::.t:b�If-::I Choker Setter $]].44 7A 31 Yakima nbore: Chuck Tender $]].44 74 31 Yakima L::.t:b�If-::I Clary Power Spreader $34.01 7A 31 Yakima nbore: Clean-up Laborer $]].44 74 31 Yakima Labor�-s Concrete Dumper/chute Operator $34.01 7A ]| Yakima n:::o/'e: Concrete Form Stripper $]].44 7A ]} Yakima L,2horers Concrete Ptacement Crew $34.01 74 31 Yakima n:::o/'e: Concrete Saw Operator/core Driller $34.01 7A ]} Yakima ;.; _ Crusher Feeder S31.40 7A 31 Yakima L,..312,:,.: (2, Curing Laborer $33.44 74 31 Yakima ���r 2; Demolition: Wrecking Et Moving (incl. Charred Material) $]].44 7A ]| Yakima L::::::b�If-::I Ditch Digger $]].44 7A 31 Yakima Lnbo/'e: Diver $34.42 74 31 Yakima L::::::b�If-::I Drill Operator (hvdrauUc'diamond) $34.01 7A 31 Yakima Laborem Dry Stack Walls $]].44 7A 31 Yakima Lubo/m Dump Person $]].44 7431 Yakima Laborerx Epoxy Technician $]].44 7A 31 Yakima Erosion Controi Worker $]].44 74 31 Yakima Laborerx Faiier a Bucker Chain Saw $34.01 7A 31 Yakima Fine Graders $]].44 74 31 Yakima Labor�rs Firewatch S31.40 7A 31 Yakima ,. Form Setter $]].44 7A 31 Yakima Lubo/'e: GabianBasket Builders $]].44 7A ]| Yakima ,. General Laborer $]].44 7A 31 Yakima Lubo/'e: Grade Checker a Transit Person $34.42 7431 Yakima ,. Grinders $]].44 7A 31 Yakima Lnbo/'e: Grout Machine Tender $]].44 74 31 Yakima ���r 2; Gnoutmen(pressune)inciuding Post Tension Beams S34.01 7A ]| Yakima Laborerx GuageandLockTender $34.52 7A 31 8� Wednesday, Mach 19, 2014 3/19/2014 Page 4 of 14 Yakima Llato/mo Guardrail Erector $]].44 7A 31 Yakima La r*ers Hazardous Waste Worker (level A) $34.4I 74 31 Hazardous Waste Worker (level B) S34.01 7A 31 Yakima Lahorers Hazardous Waste Worker (level C) $33.44 74 31 Yakima ,?,,,,,,,,...,,,, High Scaler S34.43 7A ]| Yakima Lahorers Jackhammer $34.01 74 31 Yakima ,. Laserbeam Operator S34.01 7A ]| Yakima Lubo/'e: Maintenance Person $]].44 7A ]| Yakima ,. Manhoie8uiider'mudman S34.01 7A 31 Yakima Lubo/'e: Material Yard Person $]].44 7431 Yakima ,. Motorman -dinky Locomotive S34.01 7A ]| Yakima Lnbo/'e: Nozzleman (concrete Pump, Green Cutter When Using Combination Of High Pressure Mr a Water On Concrete Et Rock, Sandblast, Gunite, Shotcrete, Water Bia $34.01 7431 Yakima Pavement Breaker $34.01 74 31 Yakima Laborers Pilot Car $31.40 74 31 Yakima Pipe Layer(lead) $34.42 74 31 Yakima Laborers Pipe Layer/tailor $34.01 74 ]| Yakima Laborerx Pipe Pot Tender $34.01 7A 31 Yakima PipeReUner S34.01 74 31 Yakima Laborerx Pipe Wrapper $34.01 7A 31 Yakima Pot Tender $]].44 74 31 Yakima Laborers Powderman S34.42 7,4 31 Yakima Powderman's Helper $]].44 74 31 Yakima Laborers Power Jacks S34.01 7,4 31 Yakima Railroad Spike Pulier - Power S34.01 74 31 Yakima LaborerS Raker - Asphalt S34.42 7A ]} Yakima Re'timberman S34.43 74 31 Yakima LaborerS Remote Equipment Operator S34.01 7,4 31 Yakima Rigger/signal Person S34.01 74 31 Yakima LaborerS Rip Rap Person S33.44 7,4 31 Yakima LFqb.[ Rivet Buster $34.01 74 3X1 Yakima LaborerS Rodder S34.01 7,4 31 Yakima Scaffold Erector $]].44 7431 Yakima LaborerS Scale Person S33.44 7,4 31 Yakima Labore IS Sioper(over Z[/') $34.01 7A ]| Yakima Lnbo/'e: SioperSprayer $]].44 74 31 Yakima Laborerx Spreader (concrete) $34.01 7A 31 Yakima Lnbo/'e: Stake Hopper $]].44 74 31 Yakima Laborerx Stock Piler $]].44 7A 31 Yakima Lutor cis Tamper Et Similar Electric, Air Et Gas Operated Tools S34.01 74 ]| Yakima Tamper (multiple Et Self- propelled) S34.01 74 31 Yakima Lflb2.[f[f. TinnberPeoon'Sevver(iagger' $34.01 74 3X Wednesday, Mach 19, 2014 3/19/2014 Page 5 of 14 Wednesday, Mach 19, 2014 3/19/2014 Shorer Et Cribber) Yakima E_<msxssca,, Toolroom Person (at Jobsite) $33.44 7A 31 Yakima L;<>f>e{ ;. Topper $33.44 7A 31 Yakima E_<msxssca,, Track Laborer $33.44 7A 31 Yakima 1 ; f>e{=`- Track Liner (power) $34.01 7A 31 Yakima E_<msxssca,, Traffic Control Laborer $33.29 7A 31 8R Yakima 1 ; f>e{=`- Traffic Control Supervisor $33.29 7A 31 8R Yakima 1... ,. _ Truck Spotter $33.44 7A 31 Yakima 1 ; f>e{=`- Tugger Operator $34.01 7A 31 Yakima 1... ,. _ Tunnel Work -Miner $34.52 7A 31 8� Yakima 1;f>e{=`- Vibrator $34.01 7A 31 Yakima €._ xz'<_ Vinyl Seamer $33.44 7A 31 Yakima 1;f>e{=`- Watchman $28.66 7A 31 Yakima €._ xz'<_ Welder $34.01 7A 31 Yakima €;xss;}t..r;;; Well Point Laborer $34.01 7A 31 Yakima €._ xz'<_ Window Washer/cleaner $28.66 7A 31 Yakima ris,`?f r::s": Jx� :t xzr S.�F:•uv: ; 'rJu;_'vi General Laborer Et Topman $33.44 7A 31 Yakima L; .ss:}fr::;.. JElist-xzr t.�£:• ,r,: :r Pipe Layer $34.01 7A 31 Yakima 1._ ,.f•:::, «.:}. t:.:;rf.,xr{_F.:i:rz Irrigation Or Lawn Sprinkler Installers $9.32 1 Yakima €._ ;f•:::, «.:>. t..:.:;rf.,xr{_F.:i:rz Landscape Equipment Operators Or Truck Drivers $15.45 1 Yakima Landscaping Or Planting Laborers $9.32 1 Yakima L; t:c= r Journey Level $38.68 5D 1M Yakima .r:s i{,.}•, x_xv, smr Journey Level $42.38 5A 1M Yakima Fitter $12.00 1 Yakima I':. -x_ >:>ric$v<<;e ;r: `x cfk:s Laborer $10.31 1 Yakima Machine Operator $11.32 1 Yakima I':. -x_ >:>ric$v<<;e ;r: `x cfk:s Painter $12.00 1 Yakima i:. z ..: t>; :.:, .r; s€} ,".;,a>f'� Welder $11.32 1 Yakima I!t i.i ^ it}r Journey Level $26.05 1 Yakima iE'Fs Journey Level $14.11 1 Yakima 1;;;;?, ..................................... Journey Level $29.36 6Z 1W Yakima i't+ € xi,;s Journey Level $50.30 5D 1M Yakima ' ?. `}'. Journey Level $49.29 79 1R Yakima 1 ;y<rsc:,s.<rl 't 1 <.�; €� rv.tas:.!;��x�: ,; Journey Level $9.32 1 Yakima Journey Level $74.29 6Z 1� Yakima Asphalt Plant Operators $53.49 7A 3C 8P Yakima Assistant Engineer $50.22 7A 3C 8P Yakima Barrier Machine (zipper) $53.00 7A 3C 8P Yakima 1%L ;rim x e}_:i,m',F;vrs,m:{ r>x_,s: Batch Plant Operator, Concrete $53.00 7A 3C 8P Yakima Bobcat $50.22 7A 3C 8P Yakima 1%L ;rim x e}_:i,m',F;vrs,m:{ r>x_,s: Brokk - Remote Demolition Equipment $50.22 7A 3C 8P Yakima 1%L.;,;r�ms e}_:ii"`v'F....°i{:':r.:'``:::: Brooms $50.22 7A 3C 8P Wednesday, Mach 19, 2014 3/19/2014 Page 6 of 14 Yakima I%L "gym x e }_:i,m.,F;vrs,m:{ r> _,s: Bump Cutter $53.00 7A 3C 8P Yakima l'<:>, .`' Vii, _cif = s`E fF..mif =ca::,.:r= :; Cableways $53.49 7A 3C 8P Yakima I%L.;,, �m s c?i:';F;? €.:.._t '{':>'° `:= Chipper $53.00 7A 3C 8P Yakima l'<:>, .`' Vii, _cif = s`E fF..mif =ca::,.:r= :; Compressor $50.22 7A 3C 8P Yakima I%L.;,, �m r cr .<i.,F 3vr .;_.? { ; ,< Concrete Pump: Truck Mount With Boom Attachment Over 42 M $53.49 7A 3C 8P Yakima z%L rm;r..._er .<is.:F3vr..;._3 { ? ,< Concrete Finish Machine -laser Screed $50.22 7A 3C 8P Yakima Concrete Pump - Mounted Or Trailer High Pressure Line Pump, Pump High Pressure. $52.58 7A 3C 8P Yakima Concrete Pump: Truck Mount With Boom Attachment Up To 42m $53.00 7A 3C 8P Yakima Conveyors $52.58 7A 3C 8P Yakima Cranes: 20 Tons Through 44 Tons With Attachments $53.00 7A 3C 8P Yakima ".:, �r.:F:}lY; f„f ;l;;r f< „Y ....................................... Cranes: 100 Tons Through 199 Tons, Or 150' Of Boom (Including Jib With Attachments) $54.04 7A 3C 8P Yakima Cranes: 200 Tons To 300 Tons, Or 250' Of Boom (including Jib With Attachments) $54.61 7A 3C 8P Yakima Cranes: 45 Tons Through 99 Tons, Under 150' Of Boom (including Jib With Attachments) $53.49 7A 3C 8P Yakima (>;;x;;(;?;ilx;;r:L fml;-rt t;;r<; Cranes: A -frame - 10 Tons And Under $50.22 7A 3C 8P Yakima:';i°::Jc:`°:$:;4r:<< k F:;°:....::fr..=:;:::'{ $:`::. Cranes: Friction 100 Tons Through 199 Tons $54.61 7A 3C 8P Yakima l:; >..w:>f Ca.;ir. <. e=,f..;? r. f::>t..r:ss: Cranes: Friction Over 200 Tons $55.17 7A 3C 8P Yakima ' <> l:;r.=':tt- r:L fml-raa<:<< Cranes: Over 300 Tons Or 300' Of Boom (including Jib With Attachments) $55.17 7A 3C 8P Yakima m..._m._..m...,w......m.._.....m.m�.m.mmm...._.....m.m..._m.� m....m.m......m..m.m._.m..m Cranes: Through 19 Tons With Attachments A -frame Over 10 Tons $52.58 7A 3C 8P Yakima a.., # <;,�-,t,}- i�',...t€�_ .,x-{�.a �:7�_=cap€..�.rm=;��:; Crusher $53.00 7A 3C 8P Yakima i.:,<%3: -%f4.. ?....r < .t Deck Engineer/deck Winches (power) $53.00 7A 3C 8P Yakima Derricks, On Building Work $53.49 7A 3C 8P Yakima Dozers D-9 a Under $52.58 7A 3C 8P Yakima 1L.;,;,,:. ci: . F;ur{;•.•;f>;rrzr•$;•• ....................................... Drill Oilers: Auger Type, Truck Or Crane Mount $52.58 7A 3C 8P Yakima l:; >..w:>f Ca,:.,ir. <. e=,f..;? r. f::>t..r:ss: Drilling Machine $53.00 7A 3C 8P Yakima €='s :jf s ,1.;<%fS-i f4.. ?...iC{ <'i .0 Elevator And Man -lift: Permanent And Shaft Type $50.22 7A 3C 8P Yakima : Finishing Machine, Bidwell And Gamaco Et Similar Equipment $53.00 7A 3C 8P Yakima 1L.;,;,,:. ci:. F;ur{;•.•;f>;rrzr•$;•• ....................................... Forklift: 3000 Lbs And Over With Attachments $52.58 7A 3C 8P Yakima 1L.;,;,,:. crr aim: F:.ur{.'f> r,.$.„ Forklifts: Under 3000 Lbs. With Attachments $50.22 7A 3C 8P Wednesday, Mach 19, 2014 3/19/2014 Page 7 of 14 Yakima f";cn,ef EQ, .ii.:;i 1 !eW_ 0:A.2f ,:;.2_) :.; Grade Engineer: Using Blue Prints, Cut Sheets, Etc $53.00 7A 3C 8P Yakima P, , , _,;._.; Gradechecker/stakeman $50.22 7A 3C 8P Yakima Priv'rti Ec;aiipinent UpersPans., Guardrail Punch $53.00 7A3C 8P Yakima f -, caper :;zill.li 1 IC rit Qpc [ ,:;._;231:.; Hard Tail End Dump Articulating Off- Road Equipment 45 Yards. Et Over $53.49 7A 3C 8P Yakima f-,caRef_ Opef ,:;._;_);:.; Hard Tail End Dump Articulating Off-road Equipment Under 45 Yards $53.00 7A3C 8P Yakima P 0,,;',:::*r Ec ;!iprneric Opers;Lc, T S Horizontal/directional Drill Locator $52.58 7A 3C 8P Yakima Paves ens. Ciserators Horizontal/directional Drill Operator $53.00 7A 3C 8P Yakima F`!22-.YfIT. EgI:APIItI17 cl:::Eat2IT. Hydralifts/boom Trucks Over 10 Tons $52.58 7A 3C 8P Yakima ':::c?..:;::E L'4.L(Piif r.:(c.c.i.:(:ig'::2:I. Hydralifts/boom Trucks, 10 Tons And Under $50.22 7A 3C 8P Yakima '' r. Loader, Overhead 8 Yards. Et Over $54.04 7A 3C 8P Yakima E.1.)Ats iTIMfrtr17,SSE.f;F:r21.7.,; Loader, Overhead, 6 Yards. But Not Including 8 Yards $53.49 7A 3C 8P Yakima , -„AIALLi,::! , - .a Loaders, Overhead Under 6 Yards $53.00 7A 3C 8P Yakima Pairer E(.1;!iprneric Opers;Lc, T S Loaders, Plant Feed $53.00 7A 3C 8P Yakima r.1:-..t.2,:r..,I Loaders: Elevating Type Belt $52.58 7A 3C 8P Yakima Pairer E(.1;!iprneric Opers;Lc, T S Locomotives, All $53.00 7A 3C 8P Yakima F`!22-.YfIT. EgI:APIIitlff: cl:::Eat.2IT. Material Transfer Device $53.00 7A 3C 8P Yakima Pairer E(.1;!iprneric Opers;Lc, T S Mechanics, All (leadmen - $0.50 Per Hour Over Mechanic) $54.04 7,43C 8P Yakima Pairer E(.1;!iprneric Opers;Lc, T S Motor Patrol Grader - Non- finishing $52.58 7,43C 8P Yakima Paves E:Ci i i.riine ns Csr erators Motor Patrol Graders, Finishing $53.49 7A 3C 8P _ Yakima Eg-.....I: ati,Ii.:INI.:?::: '.,2Etr...:21(]!I; Mucking Machine, Mole, Tunnel Drill, Boring, Road Header And/or Shield $53.49 7A 3C 8P Yakima Pa ser Equiprt&;ric Gperaton:: Oil Distributors, Blower Distribution Et Mulch Seeding Operator $50.22 7A3C 8P Yakima I' ()% ' , e r 1);4,4Wineilf: c)pee a 1,:::irr Outside Hoists (elevators And Manlifts), Air Tuggers,strato $52.58 7A 3C 8P Yakima Pt:N./ei :7.(:.:,',IiriMnf.:. (. :1:.,e- ra k, s Overhead, Bridge Type Crane: 20 Tons Through 44 Tons $53.00 7A 3C 8P Yakima Pt:N./ei :7.(:.:,'LliriMnf.:. (. :1:.,e- ra k, s Overhead, Bridge Type: 100 Tons And Over $54.04 7A 3C 8P Yakima P(i- yo r f, .,i:f'i GT(' r::,.t( Overhead, Bridge Type: 45 Tons Through 99 Tons $53.49 7A3C 8P Yakima P(i- yor ,, , .4,c,r ::,.tors. Pavement Breaker $50.22 7A 3C 8P Yakima Pciv.,ei :7.(:.(uipment. (y,er-ak,;s Pile Driver (other Than Crane Mount) $53.00 7A 3C 8P Yakima Pciv.,ei I:r.c.:,uipmnI.j)e-r-,--1.I..(,s Plant Oiler - Asphalt, Crusher $52.58 7A 3C 8P Yakima P‘s;.,,,er Eq,.;ipinei ir Opel al,:::irr Posthole Digger, Mechanical $50.22 7A 3C 8P Yakima I;;_v-7(2r ,,J;(..;:a;Qnt Cper i..3 'jj 1 r'.; Power Plant $50.22 7A 3C 8P Wednesday, Mach 19, 2014 3/19/2014 Page 8 of 14 Yakima ��in,erEQuipineW_ OperW_oo Pumps - Water $50.22 7A }C 8P Yakima Power Eouip/nenir0perztors Quad 9, Hd 41, D10 And Over $53.44 74 3C 8P Yakima Quick Tower ' No Cab, Under 100 Feet In Height Based To Boom $50.22 7A }[ 8p Yakima �crv,eI.Q!:Af�inen1]]QeL:Olcip.; Remote Control Operator On Rubber Tired Earth Moving Equipment S53.49 7A ]I 8P Yakima f -,o*'crEqu1 p/ocn_Opmru1up.; Rigger And 8eiiman $50.22 74 3C 8P Yakima powerEquip,nent Operators RoKagon $53.49 7A lC 8P Yakima Rolier, Other Than Plant Mix $50.22 74 3C 8P Yakima powerEquipment Opera/ors Roller, Plant Mix Or Multi-tift Materials $52.58 7A 3C 8P Yakima puuerEcwprnent OperatorS Roto'miK, Roto -grinder S53.00 7A 3C 8P Yakima Saws - Concrete S5I.58 74 3C 8P Yakima puu'er Equiprne':orS Scraper, Self Propelled Under 45 Yards S53.00 7A 3C 8P Yakima po^+er Equipnr;en� Operators Scrapers - Concrete Et Carry All $52.58 74 l[ 8P Yakima Scrapers, Self-propelled: 45 Yards And Over $53.49 74 3C 8P Yakima pr,/ - ,i Service Engineers - Equipment $52.58 �� J[ 8p Yakima p., -_�1:j| Shotcrete/gunite Equipment $50.2I 74 l[ 8P Yakima puwerEpu{nrnent 0peratsrs Shovel , Excavator, Backhoe, Tractors Under 15 Metric Tons. $52.58 7A }[ 8P Yakima puu'erEquiprnent OperatorS Shovel, Excavator, Backhoe: Over 30 Metric Tons To 50 Metric Tons S53.49 7A 3C 8P Yakima po^+erEquipnr;ent Operators Shovel, Excavator, Backhoes, Tractors: 15 To 30 Metric Tons $53.00 74 3C 8P Yakima p���IT.._EllIA.Iita|lff.a121.1 Shovel, Excavator, Backhoes: Over 50 Metric Tons To 90 Metric Tons $54.04 74 l[ 8P Yakima Po^+erEC; uipnr;ent Cr, perators Shovel, Excavator, Backhoes: Over 90 Metric Tons $54.61 74 l[ 8p Yakima pment Opera to rs ShpformPawero $53.49 74 3C 8P Yakima po',.\q'' ._�1„I.i.P[:).ff!!::._Dn!I:21.(2[ Spreader, Topsider a Screedman $53.49 7A lC 0/ Yakima 1) il";e: il to. OpOpera to rs SubgraderTrimmer $53.00 74 3C 8P Yakima Tower Bucket Elevators $52.58 7A 3C 8P Yakima p il";e il to. Opera to rs Tower Crane Over 175'in Height, Base To Boom $54.61 74 3C 8P Yakima Po`verEqui p men �°pe/ators Tower Crane UpTo 175' In Height Base To Boom $54.04 74][ 8P Yakima Po`verEqui p men �°pe/ators Transporters, AllTrack Or Truck Type $53.49 74][ 8P Yakima Trenching Machines $52.58 7A ]I 0/ Yakima p il";e il to. Opera to rs Truck Crane Oiler/driver - 100 Tons And Over $53.00 74 3C 8P Yakima Po`ver Equip men F,: °pe/ators Truck Crane Oiler/driver Under 100 Tons $52.58 74][ 8P Yakima Po`ver Equip men F,: °pe/ators TruckMount Portable Conveyor $53.00 74 3C 8P Yakima P��,(.2rFqQ4t18eU�OclaAci_ri.:.:, Welder $53.49 74 3C 8P Yakima Po`verEqui p men �°pe/ators Wheel Tractors, FarmaKTvpe $50.22 74 3C 8P Wednesday, Mach 19, 2014 3/19/2014 Page 9 of 14 Yakima Power Euriot f tent Ureter a tot rt Yo Yo Pay Dozer $53.00 7A 3[ 8P Yakima Power Equip nenr. dtpernators' Asphalt Plant Operators $53.49 7A 3C 8P Yakima Power EQAu��0i:temttao_ Assistant Engineer $50.22 7A3C 8P Yakima Power Err 6;Niemt 0ueratoo Uodera/round Seam- terWater Barrier Machine (zipper) $53.00 7A3C 8P Yakima Under QroundSey/arEr Water Batch Plant Operator, Concrete S53.00 7A3[ 8P Yakima Undeq. groundSe*/ara Water Bobcat S50.23 7A 3C 8P Yakima Power EtsrLdn If ear Underground Sewer Et Water Brokk - Remote Demolition Equipment S50.23 74 3C 8P Yakima Brooms S50.23 74 3C 8P Yakima Power Equipment OPerators' Bump Cutter $53.00 743[ 8P Yakima Power Equipment Operators' Cableways $53.49 743[ 8P Yakima Chipper $53.00 74 3C 8P Yakima UndergoundSe*/ara Ettae/� Compressor $50.22 7A l[ 8P Yakima iindergroundSewer t± Water Concrete Pump: Truck Mount With Boom Attachment Over 42 M S53.49 7A 3C 8P Yakima UndertaraprM Sewer Et Water Concrete Finish Machine -laser Screed S50.22 7A 3C 8P Yakima Concrete Pump - Mounted Or Trailer High Pressure Line Pump, Pump High Pressure. S5I.58 7A J[ 0z Yakima Pre ter Equipnpenc�pe,ators' Concrete Pump: Truck Mount With Boom Attachment Up To 42m S53.00 74 3C 8P Yakima 9o^verEnuir)nnenr,Oreratnrs' Conveyors S5I.58 �� I[ �p Yakima Untlerp/oumdSewer- Or water Cranes: 20 Tons Through 44 Tons With Attachments S53.00 7A3C 8P Yakima 0odc:sj ouodScarp; a Water Cranes: 1UUTons Through 1VV Tons, Or 150' Of Boom (Including Jib With .Attachments) $54.04 7A IC 8p Yakima UnPera/oumdSewer- Or water Cranes: 200 Tons To 300 Tons, Or 25{/DfBoom (inctuding Jib With Attachments) $54.61 7A 3C 8P Yakima Power EquiNaemtOuerateo UndereroundSewer�VYater Cranes: 45 Tons Through 99 Tons, Under 15O'Of800nn(including Jib With Attachments) G53.44 7A3C 8P Yakima Power EquiNaemtOuerateo UndereseendStrvor�VYater Cranes: A-frame'1UTons And Under G50.22 7A3C 8P Yakima Power EquiNaemtOuerateo UndereroundSeater la'teeter Cranes: Friction 100 Tons Through 199 Tons $54.61 7A 3C 8P Yakima Under groundSey/er aVYii :er Cranes: Friction Over 200 Tons $55.17 7A 3C 8P Yakima Power Etokupre nr r rt. t a Under Prot ndSev/er aVYa:er Cranes: Over ]O0Tons Or]O0'Of Boom (including Jib With $55.17 7A 3C 8P Wednesday, Mach 19, 2014 3/19/2014 Page 10 of 14 Wednesday, Mach 19, 2014 3/19/2014 Attachments) Yakima Pieper EuitiEi near Opeirntors' Pip. riroirind Sarivirr Et. ass parr Cranes: Through 19 Tons With Attachments .4 -frame Over 10 Tons $52.58 7A3C 8P Yakima kJridordroundSitvvar 'Et.\Vaaer Crusher S53.00 7.4 3C 8P Yakima Power Equipment Operators Deck Engineer/deck Winches (power) S53.00 7A JC 8p Yakima pEerier Equionnent Operators- dinciervi di- E. 'later Derricks, On Building Work $53.49 7A I[ 8P Yakima powerEqLipnnent Operators' Dozers D-9 Et Under $52.58 7,4 3C 8P Yakima Perrier EquipmentOperators- Drill Oilers: Auger Type, Truck Or Crane Mount $52.58 7A 3C 8P Yakima Undeground&e*/ara Water� Drilling Machine $53.00 7A l[ 8P Yakima iindergroundSewer tit Priateir Elevator And Man'hft:Permanent And Shaft Type S50.22 7A 3C 8P Yakima tinEerairound Sewer r± 'Mater Finishing Machine, Bidwell And Gamaco Et Similar Equipment S53.00 7A 3C 8P Yakima Forklift: 3000 Lbs And Over With Attachments S5I.58 7A 3C 8P Yakima Power Equipment Operators' Forklifts: Under 3000 Lbs. With Attachments $50.23 743[ 8P Yakima PowerEquipment Operators- Grade Engineer: Using Blue Prints, Cut Sheets, Etc $53.00 7,4 JC 8p Yakima iotnderriiiipo/rndSewerF33 �03a03e3� Gradechecker/otakennun $50.22 7,4 3C 8P Yakima di de 1 333!round Sewer 1a Water Guardrail Punch S53.00 74 3C 8P Yakima Poi Ter Equipnienc 0 per attire ' Hard Tail End Dump Articulating Off- Road Equipment 45 Yards. Et Over S53.49 743C 8P Yakima rideriot d SP We I F33 Hard Tail End Dump Articulating Off-road Equipment Under 45 Yards G53.00 7A }[ 8P Yakima Po'"erEquipnet ir&pe/ators' Hurizontai/dinectionaiDriii Locator $52.58 7A3C 8P Yakima Po'"erEquipnet ir&pe/ators' Hurizontai/dinectionaiDriii Operator $53.00 7A3C 8P Yakima Primer EquiNaemtOuerateo UnderlroundSewer�VYater Hydratifts/boom Trucks Over 10 Tons G52.58 7A3C 8P Yakima Primer EquiNaemtOuerateo UnderlroundSewer�VYater Hvdrabhs/buonnTrucks, 10 Tons And Under G50.22 7A3C 8P Yakima Untier ;;/oumiii Sewer- ErPlater Loader, Overhead 8 Yards. Et Over S54.04 7A 3C 8P Yakima Untier ;;/oumiii Sewer- Er YYater Loader, Overhead, 6 Yards. But Not Including 8 Yards S53.49 7A 3C 8P Yakima pov/er Equipment iiiiiperatnrs Loaders, Overhead Under 6 Yards S53.00 7.4 3C 8P Yakima pov/er Equipment iiiiiperatnrs Loaders, Plant Feed S53.00 7.4 3C 8P Yakima power E0 3.14p31ne13i: Dperatorsc Loaders: Elevating Type Belt $52.58 7A I[ 8P Wednesday, Mach 19, 2014 3/19/2014 Page 11 of 14 Wednesday, Mach 19, 2014 3/19/2014 Urtrier weir ndStew, ra\VaU:f r Yakima Power Equip dent: 0perators' Locomotives, All $53.00 7A3C 8P Yakima Powe,E4uiukremk Ouerateo_ Material Transfer Device G53.00 7A3C 8P Yakima Power E4u-;Nfife mt3 0ueratoo Uodert/rotund Seset- EtWriter Mechanics, All (leadmen - $0.50 Per Hour Over Mechanic) G54.04 7A3C 8P Yakima Under QroundSerest 0 Water Motor Patrol Grader - Non- finishing S5I.58 7A3[ 8P Yakima Under3333roundSerest a Water Motor Patrol Graders, Finishing S53.49 7A 3C 8P Yakima Power Etn,ejolf ter t iindergroundSewer Et Water Mucking Machine, Mole, Tunnet Drill, Boring, Road Header And/or Shield S53.49 7A 3C 8P Yakima UndergroundSerest a Water Oil Distributors, Blower Distribution Et Mulch Seeding Operator $50.22 7A l[ 8P Yakima Perrier Err uipmentOperators- Outside Hoists (etevators And Manbfty)' Air Tuggers,strato $52.58 �� JC 8p Yakima Under e.po/itnd Sewer F-3. �1133`aI'e33 Overhead, Bridge Type Crane: 20 Tons Through 44 Tons $53.00 7A 3C 8P Yakima Unde f 333round Seeie[1aWatet- Overhead, Bridge Type: 100 Tons And Over S54.04 7A 3C 8P Yakima Underaitortne Sewer Et snlater Overhead, Bridge Type: 45 Tons Through 99 Tons S53.49 7A 3C 8P Yakima Underaitortne Sewer Et snlater Pavement Breaker S50.22 7A 3C 8P Yakima Posen rEnt ltrinitentOrteraterr; ' Undei EtroundSesnor8i ',Eat et Pite Driver (other Than Crane Mount) S53.00 7A 3C 8P Yakima paper Etter 33fnet tr&r)e/ators' Undei EtroundSewer 8i a/atet PiantOiber-Ayphait, Crusher $52.58 7A 3[ 8P Yakima Under d F3' Posthole Digger, Mechanical $50.22 TA ]{ 8P Yakima Power Plant G50.22 7A 3C 8P Yakima Power E4uil)memt(I:11)eratoo Pumps - Water G50.22 7A 3C 8P UnderttruundSewer EsVVater Yakima Power quta/manLQocrause s Quad V'Hd41,D1OAnd Over S53.49 7A 3C 8P UnderttruundSewer EsVVater Yakima Untier ts/oumdSewer Er water Quick Tower - No Cab, Under 100 Feet In Height Based To Boom S50.23 7A 3C 8P Yakima Under ts/oumd Sewer Er water Remote Control Operator On Rubber Tired Earth Moving Equipment S53.49 7A I[ 8P Yakima Under ts/oumdSewer ErYYater Rigger And Betlman S50.23 7A 3C 8P Yakima Under ts/oumdSewer ErYYater Roiiagnn S53.49 7A 3C 8P Yakinna Power Equipment 0 133eraIfnrs Roller, Other Than Plant Mix S50.23 7A 3C 8P Yakima pov/erEquipment 0 133eraIfnrs Roller, Plant Mix OrMulti-lift Materials S52.58 7A 3C 8P Yakima Power E�.33 3. prnent Ott eratore- Roto'miiL Roto -grinder $53.00 7A I[ 8P Wednesday, Mach 19, 2014 3/19/2014 Page 12 of 14 Wednesday, Mach 19, 2014 3/19/2014 � is';{Nc�?'t:Y's'i?t.##-it:7 ✓ie.`•rV-;_`; :.f 'v�`Ju'_%".. Yakima l'<:r,.` t '_fis3sl3`E'fF..tf'tfa'#,:..:rt s Saws - Concrete $52.58 7A 3C 8P Yakima Scraper, Self Propelled Under 45 Yards $53.00 7A 3C 8P Yakima Scrapers - Concrete Et Carry All $52.58 7A 3C 8P Yakima Scrapers, Self-propelled: 45 Yards And Over $53.49 7A 3C 8P Yakima I%L.;,,r�mse' c}_:iiF:v.r.s{r..s - �.s,t€E` +:s;-<'•i:E'it€ xp.':.;,:•c`i h:z. u=%3i:"�v. Service Engineers - Equipment $52.58 7A 3C 8P Yakima Shotcrete/gunite Equipment $50.22 7A 3C 8P Yakima Shovel Excavator, Backhoe, Tractors Under 15 Metric Tons. $52.58 7A 3C 8P Yakima Shovel, Excavator, Backhoe: Over 30 Metric Tons To 50 Metric Tons $53.49 7A 3C 8P Yakima Shovel, Excavator, Backhoes, Tractors: 15 To 30 Metric Tons $53.00 7A 3C 8P Yakima Shovel, Excavator, Backhoes: Over 50 Metric Tons To 90 Metric Tons $54.04 7A 3C 8P Yakima Shovel, Excavator, Backhoes: Over 90 Metric Tons $54.61 7A — 3C — 8P Yakima ;.:;:!s:�E:rrt•fae.cl „',f::.,f,°,-„ r? ::•,;..�Axa.,- Slipform Pavers $53.49 7A 3C 8P Yakima Spreader, Topsider Et Screedman $53.49 7A 3C 8P Yakima _;:':if x_'::L fm -rt t:e;<<,•• Subgrader Trimmer $53.00 7A 3C 8P Yakima <> l:;rv}il:x;:r?L fml:art'Li::;<'<;," Tower Bucket Elevators $52.58 7A 3C 8P Yakima l:; >'..`J:>f Ca.;.#ir. <. e=,f..;? r f::>e..Ar:ss." Tower Crane Over 175'in Height, Base To Boom $54.61 7A 3C 8P '17. .:l } -} t.t. L.? Yakima l:; >'..`J:>f Ca.;.#ir. <. e=,f..;? r, f::>e..Ar:ss." z <3.. F Tower Crane Up To 175' In Height Base To Boom $54.04 7A — 3C — 8P Yakima ..................................................:................................... Transporters, All Track Or Truck Type $53.49 7A 3C 8P Yakima Trenching Machines $52.58 7A 3C 8P Yakima #.:;<_--;:=_-#._. (_+#.:r< .t Truck Crane Oiler/driver - 100 Tons And Over $53.00 7A — 3C 8P Se=:,, a { '^ ==t. r Yakima €=';;„ :jf ' 5:,,13i-' Truck Crane Oiler/driver Under 100 Tons $52.58 7A — 3C — 8P Yakima Truck Mount Portable Conveyor $53.00 7A 3C 8P Yakima 1L.;,;r{ e crrimee#`ue{"'f> r,.$.••.. .e ....._..—e ..�#�Sle„)t rl.e .ii_. ': 1......! .{'.�. •:yt.t L.'...? Welder $53.49 7A 3C 8P Yakima ';: , :r + Mixt * <t;: #t '''x:g-:# tt .e ....._..—e ..�#�Sle„)t rl.e .ii_. ': 1......! .{'.�. •:yt.t L.'...? Wheel Tractors, Farmall Type $50.22 7A 3C 8P Yakima Yo Yo Pay Dozer $53.00 7A 3C 8P Yakima Journey Level In Charge $44.86 5A 4A Wednesday, Mach 19, 2014 3/19/2014 Page 13 of 14 Wednesday, Mach 19, 2014 3/19/2014 7rPei oars Yakima PoYverLine CkearanceTree ���Oo)..I Spray Person $42.58 5A4A Yakima Powe, Line Clearance see TllilifO�.E.1) Tree Equipment Operator $44.86 5A4A Yakima Power Line Clear /enc�I see Skimmers Tree Trimmer G40.08 5A44 Yakima Power Liras Cacaronca Tr CC Trimmers Tree Trimmer Groundperson S30.20 54 4,4 Yakima Mei: hmnCS Journey Level $28.11 1 Yakima Journey Level S29.0O 1 Yakima Resident1ai[arpenters Journey Level $17.14 1 Yakima R a a er a IPA. Ce t tis Journey Level $11.86 1 Yakima Residential Dr\xvai(4pPiicators Journey Level $18.00 1 Yakima Journey Level $17.00 1 Yakima Residential Electricians Journey Level $31.98 1 Yakima Rea ier a Journey Level SI2.43 61 16 Yakima Residential. insulation Applicators: Journey Level $14.38 1 Yakima Journey Level $11.02 1 Yakima Rexidentia[x%arbie Setters Journey Level $29.00 1 Yakima RCS identin( Painters Journey Level S16.33 1 Yakima Pipef/liters Journey Level SI0.55 1 Yakima Conrtiboor rot Met hankree Journey Level $28.11 1 Yakima Journey Level (Field or Shop) S37.83 5.4 1X Yakima Residential Soft Hoer Layers Journey Level $17.55 1 Yakima ���21.111.1. Journey Level $9.32 1 Yakima Journey Level $16.00 1 Yakima Journey Level S9.32 1 Yakima Journey Level $17.00 Y Yakima Residential Ti(eSetters Journey Level $16.78 1 Yakima 6.22.:E.L.s Journey Level S12.00 Y Yakima Sheet Metal. Workers Journey Level (Field or Shop) $51.41 54 1X Yakima ����� Journey Level $14.65 Y Yakima Etc11:218 Journey Level $14.65 Y Yakima FoitFloor Layers Journey Level $23.11 541N Yakima Journey Level S9.32 1 Yakima Sprinkits r Fitters (Fire Protection) Journey Level $26.36 1 Yakima StrVctunai) Journey Level $1].2] 1 Yakima 1;11LLO,i�5�IO Journey Level S42.38 5A 1M Yakima Street). And Park1npLot Sweeper 1)11)11.))11:.1).1r011 Journey Level $9.33 1 Wednesday, Mach 19, 2014 3/19/2014 Page 14 of 14 Yakima Survey,::/::; Assistant Construction Site Surveyor S5I.58 7A 3C 8P Yakima ������i.:*:,i Chainman S5I.06 7A 3C 8P Yakima Suu.ve;u.:7-, Construction Site Surveyor $53.49 743[ 8P Yakima Journey Level S20.00 1 Yakima Te[ephuoe Line[mn:bructiao ' 1.:ytside Cable Splicer $36.01 5426 Yakima Te[ephuoe Line[o::tructiao ' Cut5 ide Hote Digger/Ground Person $20.05 54 26 Yakima Outside Installer (Repairer) S34.50 54 26 Yakima Outside Special Aparatus Installer | S36.01 5A 26 Yakima Outside Special Apparatus Installer II $35.27 5428 Yakima Di1,ide Telephone Equipment Operator (Heavy) $36.01 5428 Yakima Te(ephone Line Construction - ��;Q:id2 Telephone Equipment Operator (Light) S33.47 5A28 Yakima Te(ephone Line [onstruction - 0!,.i.p:;:rde. Telephone Lineperson S33.47 5A28 Yakima T&phone !...h -e [oostn'otiur - Outside Television Groundperson $19.04 5A 2B Yakima Outside TeievisionLinepemon/|nstaKer $25.27 5A 2B Yakima Television System Technician $30.20 5A 2B Yakima Outside Television Technician $27.09 5A 2B Yakima TeiephnneLine[onstruction ' Tree Trimmer $]].47 5A 26 Yakima Terrarzu */or{**rs Journey Level $]].05 5A 1M Yakima TiteSetcers Journey Level S33.05 54 1M Yakima *rite-, ^»arb<e � Terrazzo Finishers Journey Level $28.97 5A 1M Yakima Traf f ic ControiSttipers Journey Level $42.33 74 1K Yakima T/uCk[/ri«er\ Asphalt Mix $14.19 1 Yakima Truck Di Dump Truck EtTraiier(c.vva'76O) S37.56 61 2G Yakima T/uCkDri«e/s DunnpTruck(c.vva'760) $37.56 61 2G Yakima Truck Di OtherTrucks(c.vva'7h0) S37.56 61 2G Yakima T[t�i�I��1:s Transit Mixer $38.96 1 Yakima Well L;'/iUets a lrriqatiun Pi ntP Irrigation Pump Installer $25.44 1 ���11:!.. Yakima \$e{<DriKers.-L{rn8aF:im8PiuZyl Oiler $9.32 1 Yakima \$eU Dri.Kers .-L {rnqaF:iun Pumt„ iryLa{hzo Well Driller $18.00 1 Wednesday, Mach 19, 2014 3/19/2014 Washington State Department of Labor and Industries Policy Statement (Regarding the Production of "Standard" or "Non-standard" Items) Below is the department's (State L&I's) list of criteria to be used in determining whether a prefabricated item is "standard" or "non-standard". For items not appearing on WSDOT's predetermined list, these criteria shall be used by the Contractor (and the Contractor's subcontractors, agents to subcontractors, suppliers, manufacturers, and fabricators) to determine coverage under RCW 39.12. The production, in the State of Washington, of non-standard items is covered by RCW 39.12, and the production of standard items is not. The production of any item outside the State of Washington is not covered by RCW 39.12. 1. Is the item fabricated for a public works project? If not, it is not subject to RCW 39.12. If it is, go to question 2. 2. Is the item fabricated on the public works jobsite? If it is, the work is covered under RCW 39.12. If not, go to question 3. 3. Is the item fabricated in an assembly/fabrication plant set up for, and dedicated primarily to, the public works project? If it is, the work is covered by RCW 39.12. If not, go to question 4. 4. Does the item require any assembly, cutting, modification or other fabrication by the supplier? If not, the work is not covered by RCW 39.12. If yes, go to question 5. 5. Is the prefabricated item intended for the public works project typically an inventory item which could reasonably be sold on the general market? If not, the work is covered by RCW 39.12. If yes, go to question 6. 6. Does the specific prefabricated item, generally defined as standard, have any unusual characteristics such as shape, type of material, strength requirements, finish, etc? If yes, the work is covered under RCW 39.12. Any firm with questions regarding the policy, WSDOT's Predetermined List, or for determinations of covered and non -covered workers shall be directed to State L&I at (360) 902-5330. Supplemental to Wage Rates 1 03/05/2014 Edition, Published February 5th, 2013 WSDOT's Predetermined List for Suppliers - Manufactures - Fabricator Below is a list of potentially prefabricated items, originally furnished by WSDOT to Washington State Department of Labor and Industries, that may be considered non- standard and therefore covered by the prevailing wage law, RCW 39.12. Items marked with an X in the "YES" column should be considered to be non-standard and therefore covered by RCW 39.12. Items marked with an X in the "NO" column should be considered to be standard and therefore not covered. Of course, exceptions to this general list may occur, and in that case shall be evaluated according to the criteria described in State and L&I's policy statement. ITEM DESCRIPTION YES 1. Metal rectangular frames, solid metal covers, herringbone grates, and bi-directional vaned grates for Catch Basin Types 1, 1L, 1P, and 2 and Concrete Inlets. See Std. Plans 2. Metal circular frames (rings) and covers, circular grates, and prefabricated ladders for Manhole Types 1, 2, and 3, Drywell Types 1, 2, and 3 and Catch Basin Type 2. See Std. Plans ................................................................................................................................................................................................................................................................ 3. Prefabricated steel grate supports and welded grates, metal frames and dual vaned grates, and Type 1, 2, and 3 structural tubing grates for Drop Inlets. See Std. Plans. 4. Concrete Pipe - Plain Concrete pipe and reinforced concrete pipe Class 2 to 5 sizes smaller than 60 inch diameter. 5. Concrete Pipe - Plain Concrete pipe and reinforced concrete pipe Class 2 to 5 sizes larger than 60 inch diameter. 6. Corrugated Steel Pipe - Steel lock seam corrugated pipe for culverts and storm sewers, sizes 30 inch to 120 inches in diameter. May also be treated, 1 thru 5. 7. Corrugated Aluminum Pipe - Aluminum lock seam corrugated pipe for culverts and storm sewers, sizes 30 inch to 120 inches in diameter. May also be treated, #5. Supplemental to Wage Rates 2 03/05/2014 Edition, Published February 5th, 2013 ITEM DESCRIPTION YES NO 8. Anchor Bolts & Nuts - Anchor Bolts and Nuts, for mounting sign structures, luminaries and other items, shall be made from commercial bolt stock. See Contract Plans and Std. Plans for size and material type. 9. Aluminum Pedestrian Handrail - Pedestrian handrail conforming to the type and material specifications set forth in the contract plans. Welding of aluminum shall be in accordance with Section 9-28.14(3). 10. Major Structural Steel Fabrication - Fabrication of major steel items such as trusses, beams, girders, etc., for bridges. 11. Minor Structural Steel Fabrication - Fabrication of minor steel Items such as special hangers, brackets, access doors for structures, access ladders for irrigation boxes, bridge expansion joint systems, etc., involving welding, cutting, punching and/or boring of holes. See Contact Plans for item description and shop drawings. 12. Aluminum Bridge Railing Type BP - Metal bridge railing conforming to the type and material specifications set forth in the Contract Plans. Welding of aluminum shall be in accordance with Section 9-28.14(3). 13. Concrete Piling--Precast-Prestressed concrete piling for use as 55 and 70 ton concrete piling. Concrete to conform to Section 9-19.1 of Std. Spec.. 14. Precast Manhole Types 1, 2, and 3 with cones, adjustment sections and flat top slabs. See Std. Plans. 15. Precast Drywell Types 1, 2, and with cones and adjustment Sections. See Std. Plans. 16. Precast Catch Basin - Catch Basin type 1, IL, 1P, and 2 With adjustment sections. See Std. Plans. X X X X X X X X X Supplemental to Wage Rates 3 03/05/2014 Edition, Published February 5th, 2013 ITEM DESCRIPTION YES NO 17. Precast Concrete Inlet - with adjustment sections, See Std. Plans 18. Precast Drop Inlet Type 1 and 2 with metal grate supports. See Std. Plans. 19. Precast Grate Inlet Type 2 with extension and top units. See Std. Plans 20. Metal frames, vaned grates, and hoods for Combination Inlets. See Std. Plans 21. Precast Concrete Utility Vaults - Precast Concrete utility vaults of various sizes. Used for in ground storage of utility facilities and controls. See Contract Plans for size and construction requirements. Shop drawings are to be provided for approval prior to casting 22. Vault Risers - For use with Valve Vaults and Utilities Vaults. 23. Valve Vault - For use with underground utilities. See Contract Plans for details. 24. Precast Concrete Barrier - Precast Concrete Barrier for use as new barrier or may also be used as Temporary Concrete Barrier. Only new state approved barrier may be used as permanent barrier. 25. Reinforced Earth Wall Panels — Reinforced Earth Wall Panels in size and shape as shown in the Plans. Fabrication plant has annual approval for methods and materials to be used. See Shop Drawing. Fabrication at other locations may be approved, after facilities inspection, contact HQ. Lab. 26. Precast Concrete Walls - Precast Concrete Walls - tilt -up wall panel in size and shape as shown in Plans. Fabrication plant has annual approval for methods and materials to be used X X Supplemental to Wage Rates 4 03/05/2014 Edition, Published February 5th, 2013 ITEM DESCRIPTION 27. Precast Railroad Crossings - Concrete Crossing Structure Slabs. ...................................................................................................................................................................................................................................................................................................................................................................... 28. 12, 18 and 26 inch Standard Precast Prestressed Girder — Standard Precast Prestressed Girder for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)A 29. Prestressed Concrete Girder Series 4-14 - Prestressed Concrete Girders for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)A 30. Prestressed Tri -Beam Girder - Prestressed Tri -Beam Girders for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)A 31. Prestressed Precast Hollow -Core Slab — Precast Prestressed Hollow -core slab for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)A. 32. Prestressed -Bulb Tee Girder - Bulb Tee Prestressed Girder for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)A 33. Monument Case and Cover See Std. Plan. Supplemental to Wage Rates 03/05/2014 Edition, Published February 5th, 2013 YES X X X X X X NO ITEM DESCRIPTION YES NO 34. Cantilever Sign Structure - Cantilever Sign Structure fabricated from steel tubing meeting AASHTO-M-183. See Std. Plans, and Contract Plans for details. The steel structure shall be galvanized after fabrication in accordance with AASHTO-M-111. 35. Mono -tube Sign Structures - Mono -tube Sign Bridge fabricated to details shown in the Plans. Shop drawings for approval are required prior to fabrication. 36. Steel Sign Bridges - Steel Sign Bridges fabricated from steel tubing meeting AASHTO-M-138 for Aluminum Alloys. See Std. Plans, and Contract Plans for details. The steel structure shall be galvanized after fabrication in accordance with AASHTO-M-111. 37. Steel Sign Post - Fabricated Steel Sign Posts as detailed in Std Plans. Shop drawings for approval are to be provided prior to fabrication 38. Light Standard -Prestressed - Spun, prestressed, hollow concrete poles. 39. Light Standards - Lighting Standards for use on highway illumination systems, poles to be fabricated to conform with methods and materials as specified on Std. Plans. See Specia Provisions for pre -approved drawings. 40. Traffic Signal Standards - Traffic Signal Standards for use on highway and/or street signal systems. Standards to be fabricated to conform with methods and material as specified on Std. Plans. See Special Provisions for pre -approved drawings 41. Precast Concrete Sloped Mountable Curb (Single and DualFaced) See Std. Plans. X X X X X X Supplemental to Wage Rates 6 03/05/2014 Edition, Published February 5th, 2013 ITEM DESCRIPTION YES NO 42. Traffic Signs - Prior to approval of a Fabricator of Traffic Signs, the sources of the following materials must be submitted and approved for reflective sheeting, legend material, and aluminum sheeting. NOTE: *** Fabrication inspection required. Only signs tagged "Fabrication Approved" by WSDOT Sign Fabrication Inspector to be installed 43. Cutting & bending reinforcing steel 44. Guardrail components 45. Aggregates/Concrete mixes 46. Asphalt 47. Fiber fabrics 48. Electrical wiring/components 49. treated or untreated timber pile 50. Girder pads (elastomeric bearing) 51. Standard Dimension lumber 52. Irrigation components Supplemental to Wage Rates 03/05/2014 Edition, Published February 5th, 2013 X Custom Message X Std Signing Message ............................ X X Custom Standard End Sec Sec Covered by WAC 296-127-018 Covered by WAC 296-127-018 X X X X X ITEM DESCRIPTION YES 53. Fencing materials 54. Guide Posts ............................................................................................................................................................................................................. 55. Traffic Buttons ............................................................................................................................................................................................................. 56. Epoxy 57. Cribbing ............................................................................................................................................................................................................. 58. Water distribution materials ............................................................................................................................................................................................................. 59. Steel "H" piles 60. Steel pipe for concrete pile casings ............................................................................................................................................................................................................. 61. Steel pile tips, standard 62. Steel pile tips, custom Prefabricated items specifically produced for public works projects that are prefabricated in a county other than the county wherein the public works project is to be completed, the wage for the offsite prefabrication shall be the applicable prevailing wage for the county in which the actual prefabrication takes place. It is the manufacturer of the prefabricated product to verify that the correct county wage rates are applied to work they perform. See RCW 39.12.010 (The definition of 'locality" in RCW 39.12.010(2) contains the phrase "wherein the physical work is being performed." The department interprets this phrase to mean the actual work site. Supplemental to Wage Rates 8 03/05/2014 Edition, Published February 5th, 2013 WSDOT's List of State Occupations not applicable to Heavy and Highway Construction Projects This project is subject to the state hourly minimum rates for wages and fringe benefits in the contract provisions, as provided by the state Department of Labor and Industries. The following list of occupations, is comprised of those occupations that are not normally used in the construction of heavy and highway projects. When considering job classifications for use and / or payment when bidding on, or building heavy and highway construction projects for, or administered by WSDOT, these Occupations will be excepted from the included "Washington State Prevailing Wage Rates For Public Work Contracts" documents. • Building Service Employees • Electrical Fixture Maintenance Workers • Electricians - Motor Shop • Heating Equipment Mechanics • Industrial Engine and Machine Mechanics • Industrial Power Vacuum Cleaners • Inspection, Cleaning, Sealing of Water Systems by Remote Control • Laborers - Underground Sewer & Water • Machinists (Hydroelectric Site Work) • Modular Buildings • Playground & Park Equipment Installers • Power Equipment Operators - Underground Sewer & Water • Residential ***ALL ASSOCIATED RATES*** • Sign Makers and Installers (Non -Electrical) • Sign Makers and Installers (Electrical) • Stage Rigging Mechanics (Non Structural) The following occupations may be used only as outlined in the preceding text concerning "WSDOT's list for Suppliers - Manufacturers - Fabricators" • Fabricated Precast Concrete Products • Metal Fabrication (In Shop) Definitions for the Scope of Work for prevailing wages may be found at the Washington State Department of Labor and Industries web site and in WAC Chapter 296-127. Supplemental to Wage Rates 9 03/05/2014 Edition, Published February 5th, 2013 Washington State Department of Labor and Industries Policy Statements (Regarding Production and Delivery of Gravel, Concrete, Asphalt, etc.) WAC 296-127-018 Agency filings affecting this section Coverage and exemptions of workers involved in the production and delivery of gravel, concrete, asphalt, or similar materials. (1) The materials covered under this section include but are not limited to: Sand, gravel, crushed rock, concrete, asphalt, or other similar materials. (2) All workers, regardless of by whom employed, are subject to the provisions of chapter 39.12 RCW when they perform any or all of the following functions: (a) They deliver or discharge any of the above -listed materials to a public works project site: (i) At one or more point(s) directly upon the location where the material will be incorporated into the project; or (ii) At multiple points at the project; or (iii) Adjacent to the location and coordinated with the incorporation of those materials. (b) They wait at or near a public works project site to perform any tasks subject to this section of the rule. (c) They remove any materials from a public works construction site pursuant to contract requirements or specifications (e.g., excavated materials, materials from demolished structures, clean-up materials, etc.). (d) They work in a materials production facility (e.g., batch plant, borrow pit, rock quarry, etc.,) which is established for a public works project for the specific, but not necessarily exclusive, purpose of supplying materials for the project. (e) They deliver concrete to a public works site regardless of the method of incorporation. (f) They assist or participate in the incorporation of any materials into the public works project. Supplemental to Wage Rates 10 03/05/2014 Edition, Published February 5th, 2013 (3) All travel time that relates to the work covered under subsection (2) of this section requires the payment of prevailing wages. Travel time includes time spent waiting to load, loading, transporting, waiting to unload, and delivering materials. Travel time would include all time spent in travel in support of a public works project whether the vehicle is empty or full. For example, travel time spent returning to a supply source to obtain another load of material for use on a public works site or returning to the public works site to obtain another load of excavated material is time spent in travel that is subject to prevailing wage. Travel to a supply source, including travel from a public works site, to obtain materials for use on a private project would not be travel subject to the prevailing wage. (4) Workers are not subject to the provisions of chapter 39.12 RCW when they deliver materials to a stockpile. (a) A "stockpile" is defined as materials delivered to a pile located away from the site of incorporation such that the stockpiled materials must be physically moved from the stockpile and transported to another location on the project site in order to be incorporated into the project. (b) A stockpile does not include any of the functions described in subsection (2)(a) through (f) of this section; nor does a stockpile include materials delivered or distributed to multiple locations upon the project site; nor does a stockpile include materials dumped at the place of incorporation, or adjacent to the location and coordinated with the incorporation. (5) The applicable prevailing wage rate shall be determined by the locality in which the work is performed. Workers subject to subsection (2)(d) of this section, who produce such materials at an off-site facility shall be paid the applicable prevailing wage rates for the county in which the off-site facility is located. Workers subject to subsection (2) of this section, who deliver such materials to a public works project site shall be paid the applicable prevailing wage rates for the county in which the public works project is located. [Statutory Authority: Chapter 39.12 RCW, RCW 43.22.051 and 43.22.270. 08-24-101, § 296-127-018, filed 12/2/08, effective 1/2/09. Statutory Authority: Chapters 39.04 and 39.12 RCW and RCW 43.22.270. 92-01-104 and 92-08-101, § 296-127-018, filed 12/18/91 and 4/1/92, effective 8/31/92.] Supplemental to Wage Rates 11 03/05/2014 Edition, Published February 5th, 2013 Benefit Code Key — Effective 3-5-2014 thru 8-30-2014 ************************************************************************************************************ Overtime Codes Overtime calculations are based on the hourly rate actually paid to the worker. On public works projects, the hourly rate must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for the worker. 1. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RAPE OF WAGE. B. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. C. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. D. The first two (2) hours before or after a five -eight (8) hour workweek day or a four -ten (10) hour workweek day and the first eight (8) hours worked the next day after either workweek shall be paid at one and one-half times the hourly rate of wage. All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly rate of wage. E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. G. The first ten (10) hours worked on Saturdays and the first ten (10) hours worked on a fifth calendar weekday in a four -ten hour schedule, shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions or equipment breakdown) shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. L All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage. J. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over ten (10) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. K. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. M. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 1 Benefit Code Key — Effective 3-5-2014 thru 8-30-2014 1. N. All hours worked on Saturdays (except makeup days) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 0. The first ten (10) hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays, holidays and after twelve (12) hours, Monday through Friday and after ten (10) hours on Saturday shall be paid at double the hourly rate of wage. P. All hours worked on Saturdays (except makeup days if circumstances warrant) and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays (except Christmas day) shall be paid at double the hourly rate of wage. All hours worked on Christmas day shall be paid at two and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. S. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays and all other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. V. All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Thanksgiving Day and Christmas day shall be paid at double the hourly rate of wage. W. All hours worked on Saturdays and Sundays (except make-up days due to conditions beyond the control of the employer)) shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. X. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. When holiday falls on Saturday or Sunday, the day before Saturday, Friday, and the day after Sunday, Monday, shall be considered the holiday and all work performed shall be paid at double the hourly rate of wage. Y. All hours worked outside the hours of 5:00 am and 5:00 pm (or such other hours as may be agreed upon by any employer and the employee) and all hours worked in excess of eight (8) hours per day (10 hours per day for a 4 x 10 workweek) and on Saturdays and holidays (except labor day) shall be paid at one and one-half times the hourly rate of wage. (except for employees who are absent from work without prior approval on a scheduled workday during the workweek shall be paid at the straight -time rate until they have worked 8 hours in a day (10 in a 4 x 10 workweek) or 40 hours during that workweek.) All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and Labor Day shall be paid at double the hourly rate of wage. Z. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay. 2 Benefit Code Key — Effective 3-5-2014 thru 8-30-2014 2 ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RAPE OF WAGE. B. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. C. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at two times the hourly rate of wage. F. The first eight (8) hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday pay. All hours worked in excess of eight (8) hours on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. O. All hours worked on Sundays and holidays shall be paid at one and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays and all hours worked over sixty (60) in one week shall be paid at double the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage. W. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage. The first eight (8) hours worked on the fifth day shall be paid at one and one-half times the hourly rate of wage. All other hours worked on the fifth, sixth, and seventh days and on holidays shall be paid at double the hourly rate of wage. 3. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RAPE OF WAGE. A. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at time and one-half the straight time rate. Hours worked over twelve hours (12) in a single shift and all work performed after 6:00 pm Saturday to 6:00 am Monday and holidays shall be paid at double the straight time rate of pay. Any shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar ($1.00) per hour for all hours worked that shift. The employer shall have the sole discretion to assign overtime work to employees. Primary consideration for overtime work shall be given to employees regularly assigned to the work to be performed on overtime situations. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. B. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 3 Benefit Code Key — Effective 3-5-2014 thru 8-30-2014 3. C. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. D. All hours worked between the hours of 6:00 pm and 6:00 am, Monday through Saturday, shall be paid at a premium rate of 15% over the hourly rate of wage. All other hours worked after 6:00 am on Saturdays, shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. E. All hours worked Sundays and holidays shall be paid at double the hourly rate of wage. Each week, once 40 hours of straight time work is achieved, then any hours worked over 10 hours per day Monday through Saturday shall be paid at double the hourly wage rate. F. All hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All work performed on Sundays between March 16th and October 14th and all Holidays shall be compensated for at two (2) times the regular rate of pay. Work performed on Sundays between October 15th and March 15th shall be compensated at one and one half (1-1/2) times the regular rate of pay. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. In the event the job is down due to weather conditions during a five day work week (Monday through Friday) or a four day -ten hour work week (Tuesday through Friday) then Saturday may be worked as a voluntary make-up day at the straight time rate. However, Saturday shall not be utilized as a make-up day when a holiday falls on Friday. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 4. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RAPE OF WAGE. A. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage. Holiday Codes 5. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, and Christmas Day (7). B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, the day before Christmas, and Christmas Day (8). C. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). D. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). 4 Benefit Code Key — Effective 3-5-2014 thru 8-30-2014 5. H. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Day after Thanksgiving Day, And Christmas (6). L Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). J. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Eve Day, And Christmas Day (7). K. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). L. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, And Christmas Day (8). N. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (9). P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday And Saturday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). If A Holiday Falls On Sunday, The Following Monday Shall Be Considered As A Holiday. Q. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day, One -Half Day Before Christmas Day, And Christmas Day. (7 1/2). S. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day Thanksgiving Day, And Christmas Day (7). T Paid Holidays: New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, Christmas Day, And The Day Before Or After Christmas (9). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Holiday Codes Continued 6. A. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (8). E. Paid Holidays: New Year's Day, Day Before Or After New Year's Day, Presidents Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day, Christmas Day, And A Half -Day On Christmas Eve Day. (9 1/2). G. Paid Holidays: New Year's Day, Martin Luther King Jr. Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, The Friday After Thanksgiving Day, Christmas Day, And Christmas Eve Day (11). H. Paid Holidays: New Year's Day, New Year's Eve Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, Christmas Day, The Day After Christmas, And A Floating Holiday (10). 5 Benefit Code Key — Effective 3-5-2014 thru 8-30-2014 6. L Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, And Christmas Day (7). T Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Last Working Day Before Christmas Day, And Christmas Day (9). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7). If a holiday falls on Saturday, the preceding Friday shall be considered as the holiday. If a holiday falls on Sunday, the following Monday shall be considered as the holiday. Holiday Codes Continued 7. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday And Saturday After Thanksgiving Day, And Christmas Day (8). Any Holiday Which Falls On A Sunday Shall Be Observed As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. C. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. D. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President's Day. Any paid holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. F. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the last working day before Christmas day and Christmas day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. 6 Benefit Code Key — Effective 3-5-2014 thru 8-30-2014 7. L Holidays: New Year's Day, President's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. J. Holidays: New Year's Day, Independence Day, Memorial Day, Labor Day Thanksgiving Day and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day before Christmas Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. M. Paid Holidays: New Year's Day, The Day after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, And the Day after or before Christmas Day 10). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. When Christmas falls on a Saturday, the preceding Friday shall be observed as a holiday. O. Paid Holidays: New Year's Day, The Day After Or Before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, Christmas Day, The Day After Or Before Christmas Day, And The Employees Birthday. 11). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. R. Paid Holidays: New Year's Day, the day after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day after or before Christmas Day (10). If any of the listed holidays fall on Saturday, the preceding Friday shall be observed as the holiday. If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, Christmas Day, The Day After Christmas, And A Floating Holiday (9). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. 7 Benefit Code Key — Effective 3-5-2014 thru 8-30-2014 Note Codes 8. A. In addition to the hourly wage and fringe benefits, the following depth premiums apply to depths of fifty feet or more: Over 50' To 100' -$2.00 per Foot for Each Foot Over 50 Feet Over 100' To 150' -$3.00 per Foot for Each Foot Over 100 Feet Over 150' To 220' -$4.00 per Foot for Each Foot Over 150 Feet Over 220' -$5.00 per Foot for Each Foot Over 220 Feet C. In addition to the hourly wage and fringe benefits, the following depth premiums apply to depths of fifty feet or more: Over 50' To 100' -$1.00 per Foot for Each Foot Over 50 Feet Over 100' To 150' -$1.50 per Foot for Each Foot Over 100 Feet Over 150' To 200' -$2.00 per Foot for Each Foot Over 150 Feet Over 200' -Divers May Name Their Own Price D. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour. L. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $0.75, Level B: $0.50, And Level C: $0.25. M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A & B: $1.00, Levels C & D: $0.50. N. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00, Level B: $0.75, Level C: $0.50, And Level D: $0.25. P. Workers on hazmat projects receive additional hourly premiums as follows -Class A Suit: $2.00, Class B Suit: $1.50, Class C Suit: $1.00, And Class D Suit $0.50. Q. The highest pressure registered on the gauge for an accumulated time of more than fifteen (15) minutes during the shift shall be used in determining the scale paid. R. Effective August 31, 2012 — A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized A Traffic Control Laborer performs the setup, maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. These classifications are only effective on or after August 31, 2012. S. Effective August 31, 2012 — A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012. T Effective August 31, 2012 — A Traffic Control Laborer performs the setup, maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012. 8 PROPOSAL To the City Clerk Yakima, Washington This certifies that the undersigned has examined the location of: City of Yakima 2014 Citywide Street Resurfacing, Projects 1 - 5 City of Yakima Project Nos. 2379 & 2381 and that the plans, specifications and contract governing the work embraced in this improvement, and the method by which payment will be made for said work, is understood. The undersigned hereby proposes to undertake and complete the work embraced in this improvement, or as much thereof as can be completed with the money available in accordance with the said plans, specifications and contract, and the following schedule of rates and prices. NOTE: Unit prices for all items, all extensions, and total amount of bid, shall be shown, and be written in ink or typed. Show unit prices in figures only. Figures written to the right of the dot (decimal) in the dollars column shall be considered as cents. 1121 ITEM PROPOSAL BID SHEET City of Yakima 2014 Citywide Street Resurfacing, Project #1 City Project No. 2379 Schedule A: (1of3) ITEM NO. PROPOSAL ITEM PAYMENT SECTION QTY. UNIT UNIT PRICE DOLLARS AMOUNT DOLLARS 1 MOBILIZATION 1-09.7 1 L.S. 2 REMOVING CEMENT CONC. SIDEWALK 2-02.5 1,360 S.Y. 3 REMOVING CEMENT CONCRETE CURB 2-02.5 2,950 L.F. 4 SAWCUT PAVEMENT 2-02.5 9,750 L.F. 5 REMOVING CATCH BASIN 2-02.5 5 EACH 6 PAVEMENT REPAIR EXCAVATION INCL. HAUL 2-03.5 3,630 S.Y. 7 ROADWAY EXCAVATION INCL. HAUL 2-03.5 3,500 C.Y. 8 CATCH BASIN TYPE 1 7-05.5 1 EACH 9 CONCRETE INLET 7-05.5 4 EACH 10 DUCTILE IRON STORM SEWER PIPE 8 IN. DIAM. 7-04.5 110 L.F. 11 CRUSHED SURFACING BASE COURSE 4-04.5 5,960 TON 12 CRUSHED SURFACING TOP COURSE 4-04.5 190 TON 13 ANTI -STRIPPING ADDITIVE 5-04.5 1 EST. $ 12,500.00 14 CEMENT CONC. PAVEMENT 5-05.5 620 C.Y. 15 JUST IN TIME TRAINING 5-05.5 1 L.S. 16 PLANING BITUMINOUS PAVEMENT 5-04.5 74,300 S.Y. 17 PLANING BITUMINOUS PAVEMENT (6 IN. DEPTH) 5-04.5 3,350 S.Y. 18 HMACL. 1/21N. PG64-28 5-04.5 19,650 TON 19 HMA FOR PAVEMENT REPAIR CI. 1/2 IN. PG 64-28 5-04.5 1,220 TON 20 HMA FOR PRELEVELING CL. 1/2 IN. PG 64-28 5-04.5 3,800 TON 21 JOB MIX COMPLIANCE PRICE ADJUSTMENT 5-04.5 1 CALC. $ 1.00 22 COMPACTION PRICE ADJUSTMENT 5-04.5 1 CALC. $ -1.00 1131 1141 ITEM PROPOSAL BID SHEET City of Yakima 2014 Citywide Street Resurfacing, Project #1 City Project No. 2379 Schedule A: (2of3) ITEM NO. PROPOSAL ITEM PAYMENT SECTION QTY. UNIT UNIT PRICE DOLLARS AMOUNT DOLLARS 23 CEMENT CONC. TRAFFIC CURB AND GUTTER 8-04.5 2,780 L.F. 24 CEMENT CONC. TRAFFIC CURB 8-04.5 50 L.F. 25 CEMENT CONC. PEDESTRIAN CURB 8-04.5 1,650 L.F. 26 DUAL -FACED CEMENT CONC. TRAFFIC CURB 8-04.5 240 L.F. 27 PAINT LINE 8-22.5 65,000 L.F. 28 PLASTIC TRAFFIC ARROW 8-22.5 96 EACH 29 PAINTED WIDE LANE LINE 8-22.5 5,000 L.F. 30 PLASTIC WIDE LANE LINE 8-22.5 4,635 L.F. 31 PLASTIC STOP LINE 8-22.5 1,250 L.F. 32 PLASTIC CROSSWALK LINE 8-22.5 420 S.F. 33 PLASTIC TRAFFIC LETTER 8-22.5 8 EACH 34 PROJECT TEMPORARY TRAFFIC CONTROL 1-10.5 1 L.S. 35 TEMPORARY PAVEMENT MARKING 8-23.5 75,900 L.F. 36 PERMANENT SIGNING 8-21.5 1 L.S. 37 FRAME AND GRATE FOR CATCH BASINS 7-05.5 56 EACH 38 ADJUST CATCH BASIN 7-05.5 10 EACH 39 ADJUST VALVE BOX 7-12.5 180 EACH 40 ADJUST MANHOLE 7-05.5 84 EACH 41 ADJUST METER BOX 7-15.5 1 EACH 42 ADJUST JUNCTION BOX 8-20.5 6 EACH 43 ADJUST MONUMENT CASE AND COVER 8-13.5 10 EACH 44 PLUGGING EXISTING PIPE 7-08.5 4 EACH 1151 1161 ITEM PROPOSAL BID SHEET City of Yakima 2014 Citywide Street Resurfacing, Project #1 City Project No. 2379 Schedule A: (3 of 3) ITEM NO. PROPOSAL ITEM PAYMENT SECTION QTY. UNIT UNIT PRICE DOLLARS AMOUNT DOLLARS 45 CEMENT CONC. SIDEWALK 8-14.5 420 S.Y. 46 CEMENT CONC. CURB RAMP TYPE PARALLEL A 8-14.5 62 EACH 47 CEMENT CONC. CURB RAMP TYPE PARALLEL B 8-14.5 15 EACH 48 CEMENT CONC. CURB RAMP TYPE 4A 8-14.5 23 EACH 49 CEMENT CONC. CURB RAMP TYPE PERPENDICULAR A 8-14.5 8 EACH 50 CEMENT CONC. CURB RAMP TYPE SINGLE DIRECTION A 8-14.5 1 EACH 51 CEMENT CONC. DRIVEWAY ENTRANCE TYPE 1 8-06.5 50 S.Y. 52 DETECTABLE WARNING SURFACE 8-14.5 120 S.F. 53 ROADWAY SURVEYING 1-05.4 1 L.S. 54 PROPERTY RESTORATION 8-30.5 1 EST. $ 30, 000.00 55 MINOR CHANGE 1-04.4(1) 1 CALC. $ 15,000.00 56 SPCC PLAN 1-07.15 1 L.S. Schedule "A" Total: 117 1 1181 ITEM PROPOSAL BID SHEET City of Yakima 2014 Citywide Street Resurfacing, Project #1 City Project No. 2381 Schedule F: (1 of 2) ITEM NO. PROPOSAL ITEM PAYMENT SECTION QTY. UNIT UNIT PRICE DOLLARS AMOUNT DOLLARS 1 MOBILIZATION 1-09.7 1 L.S. 2 REMOVING ASPHALT PAVEMENT 2-02.5 580 S.Y. 3 REMOVING CEMENT CONC. SIDEWALK 2-02.5 65 S.Y. 4 REMOVING CEMENT CONCRETE CURB 2-02.5 80 L.F. 5 SAWCUT PAVEMENT 2-02.5 720 L.F. 6 REMOVING PIPE 2-02.5 215 L.F. 7 ABANDON AND FILL EXISTING PIPE 7-08.5 340 L.F. 8 PVC SANITARY SEWER PIPE 8 IN. DIAM. 7-17.5 540 L.F 9 8 IN. PVC OUTSIDE DROP 7-05.5 2 EACH 10 CONNECTION TO EXISTING MANHOLE 7-05.5 7 EACH 11 SIDE SEWER CONNECTION 7-18.5 1 EACH 12 MANHOLE 48 IN. DIAM. TYPE 1 7-05.5 2 EACH 13 MAINTAINING SEWAGE FLOW 7-17.5 1 L.S. 14 CRUSHED SURFACING BASE COURSE 4-04.5 65 TON 15 CRUSHED SURFACING TOP COURSE 4-04.5 10 TON 16 HMA CL. 1/2 IN. PG 64-28 5-04.5 220 TON 17 CEMENT CONC. TRAFFIC CURB AND GUTTER 8-04.5 80 L.F. 18 PROJECT TEMPORARY TRAFFIC CONTROL 1-10.5 1 L.S. 19 STRUCTURE EXCAVATION CLASS B INCL. HAUL 7-08.5 610 C.Y. 20 SHORING OR EXTRA EXCAVATION CLASS B 7-08.5 5,000 S.F. 21 REMOVAL AND REPLACEMENT OF UNSUITABLE MATERIAL 7-09.5 70 C.Y. 22 BANK RUN GRAVEL FOR TRENCH BACKFILL 7-09.5 460 C.Y. 1191 120 1 ITEM PROPOSAL BID SHEET City of Yakima 2014 Citywide Street Resurfacing, Project #1 City Project No. 2381 Schedule F: (1 of 2) ITEM NO. PROPOSAL ITEM PAYMENT SECTION QTY. UNIT UNIT PRICE DOLLARS AMOUNT DOLLARS 23 CEMENT CONC. SIDEWALK 8-14.5 50 S.Y. 24 CEMENT CONC. DRIVEWAY ENTRANCE TYPE 1 8-06.5 15 S.Y. 25 ROADWAY SURVEYING 1-05.4 1 L.S. 26 PROPERTY RESTORATION 8-30.5 1 EST. $ 20,000.00 27 MINOR CHANGE 1-04.4(1) 1 CALC. $ 10,000.00 Schedule "F" Subtotal: +8.2% Sales Tax: Schedule "F" Total: 121 l 122 1 ITEM PROPOSAL BID SHEET City of Yakima 2014 Citywide Street Resurfacing, Project #2 City Project No. 2379 Schedule B: (1of3) ITEM NO. PROPOSAL ITEM PAYMENT SECTION QTY. UNIT UNIT PRICE DOLLARS AMOUNT DOLLARS 1 MOBILIZATION 1-09.7 1 L.S. 2 REMOVING CEMENT CONC. SIDEWALK 2-02.5 680 S.Y. 3 REMOVING CEMENT CONCRETE CURB 2-02.5 1,660 L.F. 4 SAWCUT PAVEMENT 2-02.5 5,710 L.F. 5 PAVEMENT REPAIR EXCAVATION INCL. HAUL 2-03.5 1,970 S.Y. 6 CRUSHED SURFACING BASE COURSE 4-04.5 1,225 TON 7 CRUSHED SURFACING TOP COURSE 4-04.5 90 TON 8 ANTI -STRIPPING ADDITIVE 5-04.5 1 EST. $ 14,000.00 9 PLANING BITUMINOUS PAVEMENT 5-04.5 60,900 SY 10 HMACL. 1/21N. PG64-28 5-04.5 16,200 TON 11 HMA FOR PAVEMENT REPAIR CI. 1/2 IN. PG 64-28 5-04.5 700 TON 12 HMA FOR PRELEVELING CL. 1/2 IN. PG 64-28 5-04.5 4,150 TON 13 JOB MIX COMPLIANCE PRICE ADJUSTMENT 5-04.5 1 CALC. $ -1.00 14 COMPACTION PRICE ADJUSTMENT 5-04.5 1 CALC. $ -1.00 15 CEMENT CONC. TRAFFIC CURB AND GUTTER 8-04.5 1,660 L.F. 16 CEMENT CONC. PEDESTRIAN CURB 8-04.5 770 L.F. 17 PAINT LINE 8-22.5 59,900 L.F. 18 PLASTIC TRAFFIC ARROW 8-22.5 35 EACH 19 PAINTED WIDE LANE LINE 8-22.5 1,980 L.F. 20 PLASTIC WIDE LANE LINE 8-22.5 2,280 L.F. 21 PLASTIC STOP LINE 8-22.5 930 L.F. 22 PLASTIC CROSSWALK LINE 8-22.5 868 S.F. 123 124 1 ITEM PROPOSAL BID SHEET City of Yakima 2014 Citywide Street Resurfacing, Project #2 City Project No. 2379 Schedule B: (2 of 3) ITEM NO. PROPOSAL ITEM PAYMENT SECTION QTY. UNIT UNIT PRICE DOLLARS AMOUNT DOLLARS 23 PLASTIC TRAFFIC LETTER 8-22.5 4 EACH 24 PROJECT TEMPORARY TRAFFIC CONTROL 1-10.5 1 L.S. 25 TEMPORARY PAVEMENT MARKING 8-23.5 62,700 L.F. 26 PERMANENT SIGNING 8-21.5 1 L.S. 27 FRAME AND GRATE FOR CATCH BASIN 7-05.5 58 EACH 28 ADJUST CATCH BASIN 7-05.5 2 EACH 29 ADJUST VALVE BOX 7-12.5 177 EACH 30 ADJUST MANHOLE 7-05.5 88 EACH 31 ADJUST METER BOX 7-15.5 3 EACH 32 ADJUST JUNCTION BOX 8-20.5 3 EACH 33 ADJUST MONUMENT CASE AND COVER 8-13.5 17 EACH 34 ADJUST OF THIRD PARTY UTILITIES 7-05.5 1 EST. $ 1,000.00 35 CEMENT CONC. SIDEWALK 8-14.5 240 S.Y. 36 CEMENT CONC. CURB RAMP TYPE PARALLEL A 8-14.5 12 EACH 37 CEMENT CONC. CURB RAMP TYPE PARALLEL B 8-14.5 1 EACH 38 CEMENT CONC. CURB RAMP TYPE 4A 8-14.5 21 EACH 39 CEMENT CONC. CURB RAMP TYPE PERPENDICULAR A 8-14.5 2 EACH 40 CEMENT CONC. CURB RAMP TYPE PERPENDICULAR B 8-14.5 4 EACH 41 CEMENT CONC. CURB RAMP TYPE SINGLE DIRECTION A 8-14.5 12 EACH 42 CEMENT CONC. DRIVEWAY ENTRANCE TYPE 1 8-06.5 15 S.Y. 43 DETECTABLE WARNING SURFACE 8-14.5 112 S.F. 44 ROADWAY SURVEYING 1-05.4 1 L.S. 125 126 1 ITEM PROPOSAL BID SHEET City of Yakima 2014 Citywide Street Resurfacing, Project #2 City Project No. 2379 Schedule B: (3 of 3) ITEM NO. PROPOSAL ITEM PAYMENT SECTION QTY. UNIT UNIT PRICE DOLLARS AMOUNT DOLLARS 45 PROPERTY RESTORATION 8-30.5 1 EST. $ 25,000.00 46 MINOR CHANGE 1-04.4(1) 1 CALC. $ 15,000.00 47 SPCC PLAN 1-07.15 1 L.S. Schedule "B" Total: 127 l 128 1 ITEM PROPOSAL BID SHEET City of Yakima 2014 Citywide Street Resurfacing, Project #3 City Project No. 2379 Schedule C: (1 of 3) ITEM NO. PROPOSAL ITEM PAYMENT SECTION QTY. UNIT UNIT PRICE DOLLARS AMOUNT DOLLARS 1 MOBILIZATION 1-09.7 1 L.S. 2 REMOVING CEMENT CONC. SIDEWALK 2-02.5 1,270 S.Y. 3 REMOVING CEMENT CONCRETE CURB 2-02.5 2,270 L.F. 4 SAWCUT PAVEMENT 2-02.5 17,350 L.F. 5 REMOVING CATCH BASIN 2-02.5 3 EACH 6 PAVEMENT REPAIR EXCAVATION INCL. HAUL 2-03.5 5,570 S.Y. 7 CATCH BASIN TYPE 1 7-05.5 3 EACH 8 CRUSHED SURFACING BASE COURSE 4-04.5 3,440 TON 9 CRUSHED SURFACING TOP COURSE 4-04.5 150 TON 10 ANTI -STRIPPING ADDITIVE 5-04.5 1 EST. $ 12,500.00 11 PLANING BITUMINOUS PAVEMENT 5-04.5 76,300 SY 12 HMACL. 1/21N. PG64-28 5-04.5 14,600 TON 13 HMA FOR PAVEMENT REPAIR Cl. 1/2 IN. PG 64-28 5-04.5 1,910 TON 14 HMA FOR PRELEVELING CL. 1/2 IN. PG 64-28 5-04.5 3,300 TON 15 JOB MIX COMPLIANCE PRICE ADJUSTMENT 5-04.5 1 CALC. $ -1.00 16 COMPACTION PRICE ADJUSTMENT 5-04.5 1 CALC. $ 1.00 17 CEMENT CONC. TRAFFIC CURB AND GUTTER 8-04.5 2,320 L.F. 18 CEMENT CONC. PEDESTRIAN CURB 8-04.5 1,410 L.F. 19 PAINT LINE 8-22.5 57,700 L.F. 20 PLASTIC TRAFFIC ARROW 8-22.5 43 EACH 21 PAINTED WIDE LANE LINE 8-22.5 1,550 L.F. 22 PLASTIC WIDE LANE LINE 8-22.5 2,250 L.F. 129 130 1 ITEM PROPOSAL BID SHEET City of Yakima 2014 Citywide Street Resurfacing, Project #3 City Project No. 2379 Schedule C: (2 of 3) ITEM NO. PROPOSAL ITEM PAYMENT SECTION QTY. UNIT UNIT PRICE DOLLARS AMOUNT DOLLARS 23 PLASTIC STOP LINE 8-22.5 650 L.F. 24 PLASTIC TRAFFIC LETTER 8-22.5 8 EACH 25 PLASTIC RAILROAD CROSSING SYMBOL 8-22.5 8 EACH 26 PROJECT TEMPORARY TRAFFIC CONTROL 1-10.5 1 L.S. 27 TEMPORARY PAVEMENT MARKING 8-23.5 60,700 L.F. 28 PERMANENT SIGNING 8-21.5 1 L.S. 29 FRAME AND GRATE FOR CATCH BASIN 7-05.5 53 EACH 30 ADJUST CATCH BASIN 7-05.5 1 EACH 31 ADJUST VALVE BOX 7-12.5 135 EACH 32 ADJUST MANHOLE 7-05.5 99 EACH 33 ADJUST METER BOX 7-15.5 6 EACH 34 ADJUST JUNCTION BOX 8-20.5 12 EACH 35 ADJUST MONUMENT CASE AND COVER 8-13.5 15 EACH 36 CEMENT CONC. SIDEWALK 8-14.5 385 S.Y. 37 CEMENT CONC. CURB RAMP TYPE PARALLEL A 8-14.5 37 EACH 38 CEMENT CONC. CURB RAMP TYPE PARALLEL B 8-14.5 44 EACH 39 CEMENT CONC. CURB RAMP TYPE 4A 8-14.5 6 EACH 40 DETECTABLE WARNING SURFACE 8-14.5 200 S.F. 131 132 1 ITEM PROPOSAL BID SHEET City of Yakima 2014 Citywide Street Resurfacing, Project #3 City Project No. 2379 Schedule C: (3 of 3) ITEM NO. PROPOSAL ITEM PAYMENT SECTION QTY. UNIT UNIT PRICE DOLLARS AMOUNT DOLLARS 41 ROADWAY SURVEYING 1-05.4 1 L.S. 42 PROPERTY RESTORATION 8-30.5 1 EST. $ 25,000.00 43 MINOR CHANGE 1-04.4(1) 1 CALC. $ 15,000.00 44 SPCC PLAN 1-07.15 1 L.S. Schedule "C" Total: 133 1 134 1 ITEM PROPOSAL BID SHEET City of Yakima 2014 Citywide Street Resurfacing, Project #4 City Project No. 2379 Schedule D: (1 of 3) ITEM NO. PROPOSAL ITEM PAYMENT SECTION QTY. UNIT UNIT PRICE DOLLARS AMOUNT DOLLARS 1 MOBILIZATION 1-09.7 1 L.S. 2 CLEARING AND GRUBBING 1 L.S. 3 REMOVING CEMENT CONC. SIDEWALK 2-02.5 2,350 S.Y. 4 REMOVING CEMENT CONCRETE CURB 2-02.5 4,510 L.F. 5 REMOVING CONCRETE BARRIER SECTION 2-02.5 11 EACH 6 REMOVING CATCH BASIN 2-02.5 1 EACH 7 SAWCUT PAVEMENT 2-02.5 10,990 L.F. 8 PAVEMENT REPAIR EXCAVATION INCL. HAUL 2-03.5 4,960 S.Y. 9 CATCH BASIN TYPE 1 7-05.5 1 EACH 10 CRUSHED SURFACING TOP COURSE 4-04.5 210 TON 11 CRUSHED SURFACING BASE COURSE 4-04.5 3,030 TON 12 ANTI -STRIPPING ADDITIVE 5-04.5 1 EST. $ 17,500.00 13 PLANING BITUMINOUS PAVEMNT 5-04.5 103,250 SY 14 HMACL. 1/21N. PG64-28 5-04.5 13,600 TON 15 HMA FOR PAVEMENT REPAIR Cl. 1/2 IN. PG 64-28 5-04.5 1,740 TON 16 HMA FOR PRELEVELING CL. 1/2 IN. PG 64-28 5-04.5 3,700 TON 17 JOB MIX COMPLIANCE PRICE ADJUSTMENT 5-04.5 1 CALC. $ 1.00 18 COMPACTION PRICE ADJUSTMENT 5-04.5 1 CALC. $ 1.00 19 CEMENT CONC. TRAFFIC CURB AND GUTTER 8-04.5 3,980 L.F. 20 CEMENT CONC. TRAFFIC CURB 8-04.5 440 L.F. 21 DUAL -FACED CEMENT CONC. TRAFFIC CURB 8-04.5 265 L.F. 22 CEMENT CONC. PEDESTRIAN CURB 8-04.5 1,650 L.F. 135 136 1 ITEM PROPOSAL BID SHEET City of Yakima 2014 Citywide Street Resurfacing, Project #4 City Project No. 2379 Schedule D: (2 of 3) ITEM NO. PROPOSAL ITEM PAYMENT SECTION QTY. UNIT UNIT PRICE DOLLARS AMOUNT DOLLARS 23 REMOVING AND RESETTING EXISTING PERMANENT BARRIE 50 L.F. 24 PAINT LINE 8-22.5 50,400 L.F. 25 PLASTIC TRAFFIC ARROW 8-22.5 96 EACH 26 PAINTED WIDE LANE LINE 8-22.5 4,980 L.F. 27 PLASTIC WIDE LANE LINE 8-22.5 6,090 L.F. 28 PLASTIC STOP LINE 8-22.5 1,170 L.F. 29 PLASTIC CROSSWALK LINE 8-22.5 160 S.F. 30 PLASTIC RAILROAD CROSSING SYMBOL 8-22.5 6 EACH 31 PAINTED ACCESS PARKING SPACE SYMBOL 8-22.5 3 EACH 32 PLASTIC BICYCLE LANE SYMBOL 8-22.5 18 EACH 33 PLASTIC TRAFFIC LETTER 8-22.5 20 EACH 34 PROJECT TEMPORARY TRAFFIC CONTROL 1-10.5 1 L.S. 35 TEMPORARY PAVEMENT MARKING 8-23.5 59,400 L.F. 36 PERMANENT SIGNING 8-21.5 1 L.S. 37 ADJUST CATCH BASIN 7-05.5 5 EACH 38 FRAME AND GRATE FOR CATCH BASIN 7-05.5 25 EACH 39 ADJUST VALVE BOX 7-12.5 126 EACH 40 ADJUST MANHOLE 7-05.5 30 EACH 41 ADJUST METER BOX 7-15.5 1 EACH 42 ADJUST JUNCTION BOX 8-20.5 2 EACH 43 ADJUST MONUMENT CASE AND COVER 8-13.5 8 EACH 44 ADJUSTMENT OF THIRD PARTY UTILITIES 7-05.5 1 EST. $ 18,000.00 137 138 1 ITEM PROPOSAL BID SHEET City of Yakima 2014 Citywide Street Resurfacing, Project #4 City Project No. 2379 Schedule D: (3 of 3) ITEM NO. PROPOSAL ITEM PAYMENT SECTION QTY. UNIT UNIT PRICE DOLLARS AMOUNT DOLLARS 45 CEMENT CONC. SIDEWALK 8-14.5 1,300 S.Y. 46 CEMENT CONC. DRIVEWAY ENTRANCE TYPE 2 8-06.5 80 S.Y. 47 CEMENT CONC. CURB RAMP TYPE PARALLEL A 8-14.5 3 EACH 48 CEMENT CONC. CURB RAMP TYPE PARALLEL B 8-14.5 2 EACH 49 CEMENT CONC. CURB RAMP TYPE 4A 8-14.5 10 EACH 50 CEMENT CONC. CURB RAMP TYPE PERPENDICULAR A 8-14.5 19 EACH 51 CEMENT CONC. CURB RAMP TYPE PERPENDICULAR B 8-14.5 105 EACH 52 CEMENT CONC. CURB RAMP TYPE SINGLE DIRECTION A 8-14.5 8 EACH 53 DETECTABLE WARNING SURFACE 8-14.5 512 S.F. 54 ROADWAY SURVEYING 1-05.4 1 L.S. 55 PROPERTY RESTORATION 8-30.5 1 EST. $ 40,000.00 56 MINOR CHANGE 1-04.4(1) 1 CALC. $ 15,000.00 57 SPCC PLAN 1-07.15 1 L.S. Schedule "D" Total: 139 I 140 1 ITEM PROPOSAL BID SHEET City of Yakima 2014 Citywide Street Resurfacing, Project #5 City Project No. 2379 Schedule E: (1of3) ITEM NO. PROPOSAL ITEM PAYMENT SECTION QTY. UNIT UNIT PRICE DOLLARS AMOUNT DOLLARS 1 MOBILIZATION 1-09.7 1 L.S. 2 CLEARING AND GRUBBING 2-01.5 1 L.S. 3 REMOVING CEMENT CONC. SIDEWALK 2-02.5 1,760 S.Y. 4 REMOVING CEMENT CONCRETE CURB 2-02.5 3,280 L.F. 5 SAWCUT PAVEMENT 2-02.5 6,600 L.F. 6 ROADWAY EXCAVATION INCL. HAUL 2-03.5 1,500 C.Y. 7 PAVEMENT REPAIR EXCAVATION INCL. HAUL 2-03.5 2,000 S.Y. 8 UNDERDRAIN PIPE 6 IN. DIAM. 7-01.5 75 L.F. 9 CATCH BASIN TYPE 1 7-05.5 2 EACH 10 CRUSHED SURFACING BASE COURSE 4-04.5 2,400 TON 11 CRUSHED SURFACING TOP COURSE 4-04.5 160 TON 12 ANTI -STRIPPING ADDITIVE 5-04.5 1 EST. $ 10,000.00 13 PLANING BITUMINOUS PAVEMNT 5-04.5 75,900 SY 14 HMACL. 1/2 IN. PG 64-28 5-04.5 9,000 TON 15 HMA FOR PAVEMENT REPAIR CI. 1/2 IN. PG 64-28 5-04.5 750 TON 16 HMA FOR PRELEVELING CL. 1/2 IN. PG 64-28 5-04.5 2,300 TON 17 JOB MIX COMPLIANCE PRICE ADJUSTMENT 5-04.5 1 CALC. $ 1.00 18 COMPACTION PRICE ADJUSTMENT 5-04.5 1 CALC. $ 1.00 19 TOPSOIL TYPE A 8-02.5 5 C.Y. 20 CEMENT CONC. TRAFFIC CURB AND GUTTER 8-04.5 2,940 L.F. 21 CEMENT CONC. TRAFFIC CURB 8-04.5 340 L.F. 22 CEMENT CONC. PEDESTRIAN CURB 8-04.5 1,850 L.F. 141 142 1 ITEM PROPOSAL BID SHEET City of Yakima 2014 Citywide Street Resurfacing, Project #5 City Project No. 2379 Schedule E: (2of3) ITEM NO. PROPOSAL ITEM PAYMENT SECTION QTY. UNIT UNIT PRICE DOLLARS AMOUNT DOLLARS 23 PAINT LINE 8-22.5 33,700 L.F. 24 PLASTIC TRAFFIC ARROW 8-22.5 76 EACH 25 PAINTED WIDE LANE LINE 8-22.5 1,730 L.F. 26 PLASTIC WIDE LANE LINE 8-22.5 2,700 L.F. 27 PLASTIC STOP LINE 8-22.5 640 L.F. 28 PLASTIC CROSSWALK LINE 8-22.5 386 S.F. 29 PLASTIC BICYCLE LANE SYMBOL 8-22.5 54 EACH 30 PLASTIC TRAFFIC LETTER 8-22.5 12 EACH 31 PROJECT TEMPORARY TRAFFIC CONTROL 1-10.5 1 L.S. 32 TEMPORARY PAVEMENT MARKING 8-23.5 40,000 L.F. 33 PERMANENT SIGNING 8-21.5 1 L.S. 34 GRAVEL BACKFILL FOR DRAIN 7-01.5 10 C.Y. 35 ADJUST CATCH BASIN 7-05.5 7 EACH 36 FRAME AND GRATE FOR CATCH BASIN 7-05.5 37 EACH 37 ADJUST VALVE BOX 7-12.5 65 EACH 38 ADJUST MANHOLE 7-05.5 40 EACH 39 ADJUST METER BOX 7-15.5 1 EACH 40 ADJUST JUNCTION BOX 8-20.5 1 EACH 41 ADJUST MONUMENT CASE AND COVER 8-13.5 15 EACH 42 ADJUSTMENT OF THIRD PARTY UTILITIES 7-05.5 1 EST. $ 3,000.00 43 CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE 2-02.5 70 S.Y. 44 CEMENT CONC. SIDEWALK 8-14.5 410 S.Y. 143 144 1 ITEM PROPOSAL BID SHEET City of Yakima 2014 Citywide Street Resurfacing, Project #5 City Project No. 2379 Schedule E: (3 of 3) ITEM NO. PROPOSAL ITEM PAYMENT SECTION QTY. UNIT UNIT PRICE DOLLARS AMOUNT DOLLARS 45 CEMENT CONC. DRIVEWAY ENTRANCE TYPE 1 8-06.5 104 S.Y. 46 CEMENT CONC. CURB RAMP TYPE PARALLEL A 8-14.5 2 EACH 47 CEMENT CONC. CURB RAMP TYPE PARALLEL B 8-14.5 24 EACH 48 CEMENT CONC. CURB RAMP TYPE PERPENDICULAR A 8-14.5 17 EACH 49 CEMENTCONC. CURB RAMP TYPE PERPENDICULAR B 8-14.5 114 EACH 50 DETECTABLE WARNING SURFACE 8-14.5 64 S.F. 51 ROADWAY SURVEYING 1-05.4 1 L.S. 52 PROPERTY RESTORATION 8-30.5 1 EST. $ 30,000.00 53 MINOR CHANGE 1-04.4(1) 1 CALC. $ 15,000.00 54 SPCC PLAN 1-07.15 1 L.S. Schedule "E" Total: 145 I 146 1 ITEM PROPOSAL BID SHEET City of Yakima 2014 Citywide Street Resurfacing, Projects 1 - 5 City Project No. 2379 PROJECT TOTALS: PROJECT #1: Schedule "A" Total: + Schedule "F" Total: = Project 1 Total: PROJECT #2 Schedule "B" Total: PROJECT #3 Schedule "C" Total: PROJECT #4 Schedule "D" Total: PROJECT #5 Schedule "E" Total: 147 148 1 BID BOND FORM Herewith find deposit in the form of a certified check, cashiers check, or cash in the amount of $ which amount is not less than five percent of the total bid. Sign Here BID BOND KNOW ALL MEN BY THESE PRESENTS: That we, , as principal, and , as Surety, are held and firmly bound unto the City of Yakima, as Obligee, in the penal sum of Dollars, for the payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for , according to the terms of the proposal or bid made by the Principal therefore, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damages, the amount of this bond. SIGNED, SEALED AND DATED THIS DAY OF , 20 Principal Surety 20 Received return of deposit in the sum of $ 149 1 150 1 PROPOSAL 2014 Citywide Street Resurfacing, Projects 1 - 5 City Project Nos. 2379 & 2381 The bidder is hereby advised that by signature of this proposal he/she is deemed to have acknowledged all requirements and signed all certificates contained herein. A proposal guaranty in an amount of five percent (5%) of the total bid, based upon the approximate estimate of quantities at the above prices and in the form as indicated below, is attached hereto: CASH 0 IN THE AMOUNT OF CASHIER'S CHECK 0 DOLLARS CERTIFIED CHECK ❑ ($ ) PAYABLE TO THE CITY OF YAKIMA PROPOSAL BOND 0 IN THE AMOUNT OF 5% OF THE BID ** Receipt is hereby acknowledged of addendum(s) No.(s) & PROPOSAL MUST BE SIGNED PHONE NUMBER FIRM NAME SIGNATURE OF AUTHORIZED OFFICIAL(s) (ADDRESS) STATE OF WASHINGTON CONTRACTORS LICENSE NUMBER FEDERAL ID No. 1 1 C WA STATE EMPLOYMENT SECURITY REFERENCE NO. Note: 151 (1) This proposal form is not transferable and any alteration of the firm's name entered hereon without prior permission from the Secretary of Transportation will be cause for considering the proposal irregular and subsequent rejection of the bid. (2) Please refer to section 1-02.6 of the standard specifications, re: "Preparation of Proposal," or "Article 4" of the Instructions to Bidders for building construction jobs. (3) Should it be necessary to modify this proposal either in writing or by electronic means, please make reference to the following proposal number in your communication. 152 1 COMPLIANCE WITH IMMIGRATION AND NATURALIZATION ACT The City of Yakima supports the Federal Immigration, Reform and Control Act of 1986, as amended. The City requires that all contractors or business entities that contract with the City for the award of any City contract for public works in excess of Five Thousand Dollars ($5,000), or any other city contract in excess of Two Thousand Five Hundred Dollars ($2,500), enroll in the E -Verify program or its successor, and thereafter to verify its employees' proof of citizenship and authorization to work in the United States. E -Verify will be used for newly hired employees during the term of the contract ONLY: it is NOT to be used for existing employees. The Contractor must remain enrolled in the program for the duration of the contract and be responsible for verification of every applicable subcontractor. The contractor shall sign and return with their bid response the E -Verify Declaration below. Failure to do so may be cause for rejection of bid. E -VERIFY COMPLIANCE DECLARATION The undersigned declares, under penalty of perjury under the laws of Washington State that: 1. By submitting this Declaration, I certify that I do not and will not, during the performance of this contract, employ illegal alien workers, or otherwise violate the provisions of the Federal Immigration Reform and Control Act of 1986. 2. I agree to enroll in E -Verify prior to the start date of any contract issued by the City of Yakima to ensure that my workforce is legal to work in the United States of America. I agree to use E -Verify for all newly hired employees during the length of the contract. 3. I certify that I am duly authorized to sign this declaration on behalf of my company. 4. I acknowledge that the City of Yakima reserves the right to require evidence of enrollment of the E -Verify program at any time and that non-compliance could lead to suspension of this contract. Firm Name: Dated this day of , 20 Signature: Printed Name: Phone #: Email Address: 153 1 154 1 NON -COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct: 1. That the undersigned person(s), firm, association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and have agreed to the provisions of this declaration. NOTICE TO ALL BIDDERS To report bid rigging activities call: I -800-424-9071 The U.S. Department of Transportation (USDOT) operates the above toll-free "hotline" Monday through Friday, 8:00 a.m. to 5:00 p.m., Eastern time. Anyone with knowledge of possible bid rigging, bidder collusion, or other fraudulent activities should use the "hotline" to report such activities. The "hotline" is part of USDOT's continuing effort to identify and investigate highway construction contract fraud and abuse and is operated under the direction of the USDOT Inspector General. All information will be treated confidentially and caller anonymity will be respected. 155 1 156 1 NON-DISCRIMINATION PROVISION During the performance of this contract, the contractor agrees as follows: (1) The contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. The contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, color, religion, sex or national origin. Such action shall include, but not be limited to the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided by the contracting officer setting forth the provisions of this nondiscrimination clause. *(2) The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex or national origin. *(3) The contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice, to be provided by the agency contracting officer, advising the labor union or workers' representative of the contractor's commitments under Section 202 of Executive Order No. 11246 of September 24, 1965, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. "(4) The contractor will comply with all provisions of Executive Order No. 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. *(5) The contractor will furnish all information and reports required by Executive Order No. 11246 of September 24, 1965, and by the rules regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the contracting agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders. "(6) In the event of the contractor's noncompliance with the nondiscrimination clauses of this contract or with any such rules, regulations, or orders, this contract may be canceled, terminated, or suspended in whole or in part and the contractor may be declared ineligible for further Government contracts in accordance with procedures authorized in Executive Order No. 11246 of September 24, 1965, and such other sanctions may be imposed and remedies involved as provided in Executive Order No. 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. "(7) The contractor will include the provisions of Paragraphs (1) through (7) in every subcontract or purchase order unless exempted by rules, regulations, or orders 01 the Secretary of Labor issued pursuant to Section 204 of Executive Order No. 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The contractor will take such action with respect to any subcontract or purchase order as the contracting agency may direct as a means of enforcing such provisions including sanctions for noncompliance: Provided however, that in the event the contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the contracting agency, the contractor may request the United States to enter into such litigation to protect the interests of the United States." 157 1 158 1 WOMEN AND MINORITY BUSINESS ENTERPRISE POLICY It is the policy of the City of Yakima that women and minority business enterprises shall have the maximum opportunity to participate in the performance of work relating to the City's activities. To this end, the City is committed to take all necessary and reasonable steps in accordance with state and federal rules and regulations to ensure women and minority business enterprises the maximum opportunity to compete for and to perform contracts. In order to enhance opportunities for women and minority businesses to participate in certain contractor opportunities with the City of Yakima, and as a recipient of federal and state financial assistance, the City is committed to a women and minority business enterprise utilization program. The City is determined to maximize women and minority business opportunities through participation in the competitive bidding process through women and minority business enterprise affirmative action programs administratively established by the City Manager and monitored and implemented in accordance with state and federal rules and regulations. All women and minority business enterprise programs shall include specific goals for participation of women and minority businesses in City projects of at least ten percent (10%) of the total dollar value of City contract over $10,000. Goals shall be reviewed and updated annually by the City Manager for applicability and to ensure that the intent of this policy is accomplished. This statement of policy will be widely disseminated to all managers, supervisors, minorities and women employed by the City of Yakima as well as to contractors, vendors, suppliers, minorities and women who may seek the City's procurement and construction contracts related to the women and minority business enterprise programs. Contractors associations will be made aware of construction projects affected by this policy through all available avenues to assure that plans/specifications, bid forms, and invitations to bid are as widely distributed as possible. 159 1 160 1 RESOLUTION NO. D - 48 1 6 A RESOLUTION adopting a "Women And Minority Business Enterprise Policy" for the City of Yakima, WHEREAS, the City of Yakima is the recipient of federal and state assistance which assistance carries with it the obli- gation of contracting with Women And Minority Business Enter- prises for the performance of public works, and WHEREAS, it is the intention of the City of Yakima that Women And Minority Business Enterprises shall have the maximum practicable opportunity to participate in the performance of such public works, and WHEREAS, the City of Yakima is determined to maximize Women And Minority Business Enterprise opportunities for parti- cipation in its competitive bidding process through the adoption of the "Women And Minority Business Enterprise Policy" statement attached hereto, now, therefore, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF YAKIMA: The City Council hereby adopts the "Women And Minority Business Enterprise Policy", a copy of which is attached hereto and by reference made a part hereof. ADOPTED BY THE CITY COUNCIL this ?tday of 1983. ATTEST: 161 1 162 1 AFFIRMATIVE ACTION PLAN The bidders, contractors and subcontractors will not be eligible for award of a contract under this Advertisement for Bids unless it certifies as prescribed, that it adopts the minimum goals and timetable of minority and women workforce utilization and specific affirmative action steps as set forth by the City of Yakima, This is directed at increasing minority and women workforce utilization by means of applying good faith efforts to carrying out such steps. However, no contractor or subcontractor shall be found to be in noncompliance solely on account of its failure to meet its goals within its timetables, but such contractor shall be given the opportunity to demonstrate that it has instituted all of the specific affirmative action steps specified by the City of Yakima, and has made every good faith effort to make these steps work toward the attainment of its goals, all to the purpose of expanding minority and women workforce utilization on all of its projects in the City of Yakima, Washington. In all cases, the compliance of a bidder, contractor or subcontractor will be determined in accordance with its respective obligations under the terms of these Bid Conditions. All bidders and all contractors and subcontractors performing or to perform work on projects subject to these Bid Conditions hereby agree to inform their subcontractors of their respective obligations under the terms and requirements of these Bid Conditions, including the provisions relating to goals of minority and women employment and training. Specific Affirmative Action Steps Bidders, contractors and subcontractors subject to this contract must engage in affirmative action directed at increasing minority and women workforce utilization, which is at least as extensive and as specific as the following steps: a. The contractor shall notify community organizations that the contractor has employment opportunities available and shall maintain records of the organizations' response. b. The contractor shall maintain a file of the names and addresses of each minority and women worker referred to him and what action was taken with respect to each such referred worker, and if the worker was not employed, the reasons therefore. If such worker was not sent to the union hiring hall for referral or if such worker was not employed by the contractor, the contractor's file shall document this and the reasons therefore. c. The contractor shall promptly notify the City of Yakima Engineering Division an Contract Compliance Officer when the union or unions with whom the contractor has collective bargaining agreement has not referred to the contractor a minority or woman worker sent by the contractor or the contractor has other information that the union referral process has impeded him in his efforts to meet his goal. d. The contractor shall participate in training programs in the area, especially those funded by the Department of Labor. e. The contractor shall disseminate his EEO policy within his own organization by including it in any policy manual; by publicizing it in company newspapers, annual reports, etc., by conducting staff, employee and union representatives' meetings to explain and discuss the policy; by posting of the policy; and by specific review of the policy with minority employees. f. The contractor shall disseminate his EEO policy externally by informing and discussing it with all recruitment sources; by advertising in news media, specifically including minority news media; and by notifying and discussing it with all subcontractors and suppliers. 163 1 g. The contractor shall make specific efforts and constant personal (both written and oral) recruitment efforts directed at all minority or women organizations, schools with minority students, minority recruitment organizations and minority training organizations, within the contractor's recruitment areas. h. The contractor shall make specific efforts to encourage present minority employees to recruit their friends and relatives. i. The contractor shall validate all man specifications; selection requirements, tests, etc. j. The contractor shall make every effort to promote after school, summer and vacation employment to minority youth. k. The contractor shall develop on-the-job training opportunities and participate and assist in any association or employer group training programs relevant to the contractor's employee needs consistent with its obligations under this bid. I. The contractor shall continually inventory and evaluate all minority and women personnel for promotion opportunities and encourage minority and women employees to seek such opportunities. m. The contractor shall make sure that seniority practices, job classifications, etc., do not have a discriminatory effect. n. The contractor shall make certain that all facilities and company activities are non- segregated. o. The contractor shall continually monitor all personnel activities to ensure that his EEO policy is being carried out. p. The contractor shall solicit bids for subcontracts from available minority and women subcontractors, engaged in the trades covered by these Bid Conditions, including circulation of minority and women contractor associations. q. 164 1 Non cooperation: In the event the union is unable to provide the contractor with a reasonable flow of minority and women referrals within the time limit set forth in the collective bargaining agreements, the contractor shall, through independent recruitment efforts, fill the employment vacancies without regard to race, color, religion, sex or national origin, making full efforts to obtain qualified and/or qualifiable minorities and women. (The U.S. Department of Labor has held that it shall be no excuse that the union with which the contractor has a collective bargaining agreement providing for exclusive referral failed to refer minority or women employees.) In the event the union referral practice prevents the contractor from meeting the obligations pursuant to Executive Order 11246 and 23 CFR Part 230 as amended, and the Standard Specifications, such contractor shall immediately notify the City of Yakima Engineering Department or the City of Yakima Compliance Officer. BIDDER'S CERTIFICATION A bidder will not be eligible for award of a contract under this invitation for bids unless such bidder has submitted as a part of its bid the following certification, which will be deemed a part of the resulting contract: certifies that: (BIDDER) 1. It intends to use the following listed construction trades in the work under the contract and; as to those trades for which it is required by these Bid Conditions to comply with these Bid Conditions, it adopts the minimum minority and women workforce utilization goals and the specific affirmative action steps for all construction work (both federal and non-federal) in the Yakima, Washington area subject to these Bid Conditions, those trades being: and; 2. It will obtain from each of its subcontractors and submit to the contracting or administering agency prior to the award of any sub -contract under this contract the Subcontractor Certification required by these Bid Conditions. (Signature of Authorized Representative of Bidder) 165 1 166 1 SUBCONTRACTOR CERTIFICATION Subcontractors' Certification is not required at the time of bid. This Certification must be completed by each subcontractor prior to award of any subcontract. certifies that: (SUBCONTRACTOR) 1. It intends to use the following listed construction trades in the work under the subcontract and; As to those trades for which it is required by these Bid Conditions to comply with these Bid Conditions, it adopts the minimum minority and women workforce utilization goals and the specific affirmative action steps for all construction work (both federal and non-federal) in Yakima, Washington, subject to these Bid Condition, those trades being: and; 2. It will obtain from each of its subcontractors prior to the award of any subcontract under this subcontract the Subcontractor Certification required by these Bid conditions. (Signature of Authorized Representative of Subcontractor 167 1 168 1 Materially and Responsiveness The certification required to be made by the bidder pursuant to these Bid Conditions is material, and will govern the bidder's performance on the project and will be made a part of his bid. Failure to submit the certification will render the bid non responsive. Compliance and Enforcement Contractors are responsible for informing their subcontractor (regardless of tier) as to their respective obligations under the conditions of the contract here (as applicable). Bidders, contractors and subcontractors hereby agree to refrain from entering into any contract or contract modification subject to Executive Order 11246, as amended on September 24, 1965, with a contractor debarred from, or who is determined not to be a responsible' bidder for, government contracts and federally assisted construction contracts pursuant to Executive Order. The bidder, contractor or subcontractor shall carry out such sanctions and penalties for violation of the equal opportunity clause including suspension, termination and cancellation of existing subcontracts as may be imposed or ordered by the administering agency, the contracting agency or the Office of Federal Contract Compliance pursuant to the Executive Order. Any bidder, or contractor or subcontractor who shall fail to carry out such sanctions and penalties shall be deemed to be in non-compliance with these Bid Conditions and Executive Order 11246, as amended. Nothing herein is intended to relieve any contractor or subcontractor during the term of its contract on this project from compliance with Executive Order 11246, as amended, and the Equal Opportunity Clause of its contract. Violation of any substantial requirement in the affirmative action plan by a contractor or subcontractor covered by these Bid Conditions including the failure of such contractor or subcontractor to make a good faith effort to meet it fair share of the trade's goals of minority and women workforce utilization, and shall be grounds for imposition of the sanctions and penalties provided at Section 209 (a) of Executive Order 11246, as amended. Each agency shall review its contractors' and subcontractors' employment practices during the performance of the contract. If the agency determines that the affirmative action plan no longer represents effective affirmative action, it shall so notify the Office of Federal Contract Compliance which shall be solely responsible for any final determination of that question and the Consequences thereof. In regard to these conditions, if the contractor or subcontractor meets its goals or if the contractor or subcontractor can demonstrate that it has made every good faith effort to meet those goals, the contractor of the subcontractor shall be presumed to be in compliance with Executive Order 11246, as amended, the implementing regulations and its obligations under these Bid Conditions and no formal sanctions or proceedings leading toward sanctions shall be instituted unless the agency otherwise determines that the contractor or subcontractor is not providing equal employment opportunities. In judging whether a contractor or subcontractor has met its goals, the agency will consider each contractors or subcontractor's minority and women workforce utilization and will not take into consideration the minority and women workforce utilization of its subcontractors. Where the agency finds that the contractor or subcontractor has failed to comply with the requirement of Executive Order 11246, as amended, the implementing regulations and its obligations under these Bid Conditions, the agency shall take such action and impose such sanctions as may be appropriate under Executive Order and the regulations. When the agency proceeds with such formal action, it has the burden of proving that the contractor has not met the requirements of these Bid Conditions, but the contractor's failure to meet his goals shall shift to him the requirement to come forward with evidence to show that he has met the "good faith" requirements of these Bid Conditions by instituting at least the Specific Affirmative Action steps listed above and by making every good faith effort to make those steps work toward the attainment of its goals within its timetables. The pendency of such formal proceedings shall be taken into consideration by Federal agencies in determining whether such contractor or Subcontractor can comply with the 169 1 requirements of Executive Order 11246, as amended, and is therefore a "responsible prospective contractor" within the meaning of the Federal Procurement Regulations. It shall be no excuse that the union with which the contractor has a collective bargaining agreement providing for exclusive referral failed to refer minority and women employees. The procedures set forth in these conditions shall not apply to any contract when the head of the contracting or administering agency determines that such contract is essential to the national security and that its award without following such procedures is necessary to the national security. Upon making such a determination, the agency head will notify, in writing, the Director of the Office of Federal Contractor Compliance within thirty days. Requests for exemptions from these Bid Conditions must be made in writing, with justification, to the: Director Office of Federal Contractor Compliance U.S. Department of Labor Washington, D.C. 20210 and shall be forwarded through and with the endorsement of the agency head. Contractors and subcontractors must keep such records and file such reports relating to the provisions of these Bid Conditions as shall be required by the contracting or administering agency or the Office of Federal Contractor Compliance. 170 1 BIDDER'S CHECK LIST The bidder's attention is especially called to the following forms, which must be executed, as required, and submitted on the form purchased from the City and bound in the Contract Documents: A. PROPOSAL The unit prices, extensions and total amounts bid must be shown in the spaces provided. B. BID BOND ACCOMPANYING BID This Bid Bond form is to be executed by the bidder and the surety company unless bid is accompanied by a certified check. The amount of this bond shall be not less than 5% of the total amount bid and may be shown in dollars or on a percentage basis. C. BIDDER'S CERTIFICATION D. PROPOSAL SIGNATURE SHEET Must be filled in and signed by the bidder. Any Addenda must be acknowledged. The following forms are to be executed after the contract is awarded: A. CONTRACT This agreement is to be executed by the successful bidder. B. PERFORMANCE BOND To be executed by the successful bidder and his/her surety company. C. CERTIFICATE OF INSURANCE Refer to attached Informational Certificate of Insurance and Additional Insured Endorsement. Also refer to Section 1-07.18 (APWA) of the Standard Specifications and Special Provisions. D. E -VERIFY COMPLIANCE DECLARATION Refer to Section 1-02.15. A signed E -Verify Compliance Declaration must be submitted or on file with the City. 171 1 APPENDIX A STANDARD PLANS THROUGH JOINTS ON EACH SIDE OF AND AROUND EACH UTILITY APPURTENANCE, FOR HANDICAP RAMP SIZE AND POSITION, SEE APPLICABLE STANDARD DETAILS. SIDEWALK JOINTING .5' CEMENT CONCRETE - COMPACTED SUBGRADE 0.17 MIN. CSTC (COMPACTED DEPTH) 6" SIDEWALK SECTION 0.33' CEMENT CONCRETE COMPACTED SUBGRADE 0,17MIN. CSTC (COMPACTED DEPTH) 4" STANDARD SECTION NOTES 1. THROUGH JOINTS WITH 3/8" JOINT MATERIAL SHALL BE PLACED AT 20' INTERVALS OR MATCH EXISTING CURB JOINTS. 2. 1 1/2" DEEP DUMMY JOINTS SHALL BE SCORED INTO THE CONCRETE AT ALTERNATING 10' INTERVALS. 3. "V" GROOVES SHALL BE PLACED AT 5' INTERVALS. 4. ALL JOINTS, "V" GROOVES, AND EDGES SHALL BE FINISHED WITH AN EDGER HAVING A 114" RADIUS. 5. SEE PLANS FOR WIDTH AND POSITION OF SIDEWALK. 6. WSDOT CLASS 3000 CONCRETE WITH COARSE AGGREGATE GRADING NO. 5. City Of Yakima City of Yakima - Standard Detail Engineering Division . CEmENT CONCRETE SIDEWALK R5 129 North Second Street Yakima, Washington NOT TO SCALE Revision 03-2011 PLAN VIEW PLACE MANHOLE OPENING OVER STEPS NOTES: t PRECAST ADJUSTMENT SECTIONS SHALL BE. LEVELEC WITH GROUT ONLY. SECTIONS SHALL BE FINISH GROUTED INSIDE AND OUT AND SHALL BE INSPECTED BY THE CITY ENGINEER PRIOR TO BACKFILL NO WOOD SHIMS SHALL BE ALLOWED, 2. PIPES TO BE GROUTED IN PLACE. GROUT SHALL BE NON -GYPSUM TYPE GROUT AS APPROVED BY THE CITY ENGINEER. NO PRIVATE LINE CONNECTIONS SHALL BE MADE INTO MANHOLES. 4. BASE IS TO BE CAST -IN-PLACE UTILIZING CL 4000 CONCRETE. SECTION A -A SECTION B -B CAST-IRON FRAME & COVER PER SPECIFICATIONS ADJUSTMENT SECTIONS) SHALL BE GROUTED. PRECAST ECCENTRIC CONE SECTION PRECAST SECTION PRECAST SECTION BASE 0.10DROP IN CHANNELS ACROSS MANHOLE City Of Yakima Engineering Division 129 North Second Street Yakima, Washington City of Yakima - Standard Detail SANITARY SEWER MANHOLE SI NOT TO SCALE Revision 05-201D SIDE SEVVER SANITARY SEWER MAIN TEE -WYE (STD) PLAN VIEW 18" *4 REBAR BURIED 6"-12" BELOW FINISH GRADE TIED IN MARKER TAPE SIDE SEWER NOTES 1. SIDE SEWER CONNECTIONS NEW SANITARY SEWER MAINS SHALL BE MADE WITH TEES OR WYES AS DIRECTED. ALL CONNECTIONS TO THE STUBS AND EXISTING SEWER MAINS SHALL BE MADE W1TH "RIGIE TYPE" COUPLERS. ANY DEVIATIONS FROM THIS SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO USE.. 2. WHERE DEPTH IS INSUFFICIENT TO ALLOW CONNECTION AS SHOWN, CONNECT SERVICE AS DIRECTED BY ENGINEER. ALL SIDE SEWER MATERIALS SHALL BE PVC SEWER PIPE CONFORMING TO THE REQUIREMENTS OF SECTION 7-18.2 OF THE STANDARD SPECIFICATIONS. 4 TERMINATE SIDE SEWERAT RAV LINE UNLESS OTHERWISE DIRECTED BY THE ENGINEER DR OTHERWISE ON PLANS. MINIMUM SLOPES ARE AS FOLLOWS: 4" DIA. PIPE = 0.02 ftift 0. BACKFILL VVIT HIN THE RIGHT OF WAY SHALL BE CRUSHED SURFACING TOP COURSE FULL DEPTH AS DIRECTED BY THE ENGINEER. WYE (AS REQUIRED) 7. BACKFLOVV PREVENTER REQUIRED ON ALL CONNECTIONS M B. NO SERVICE CONNECTIONS TO PIPES 12" OR LARGER VVITHCUT PRIOR APPROVAL OF THE CITY ENGINEER. N SLOPE - SEE NOTE DETECTABLE MARKER TAPE PER STD. SPECS PLACE 12" ABOVE ENTIRE LENGTH OF SIDE SEWER 22 1/2° OR 45BENDS AS REQUIRED PLUG OR CAP AS REQUIRED SECTION A -A TEE -WEE City Of Yakima Engineering Division 29 North Second Street Yakima, Washington OBSTRUCTION \ IN THIS AREA/ N SLOPE - SEE NOTE TEE -WYE -7 CONNECTION AT OBSTRUCTION City of Yakima - Standard Detail SIDE SEWER CONNECTION s5 NOT TO SCALE Revision 09-2013 FACE OF CURD PAVEMENT JOIN)" CONDITON RECLAN,,YAAR EFAME ISOLATION jOU.IT - WA" rPtEMOLCEO Jfl9 FILL -ER TIE 4AR BAR, ;-CA4L, C.PACINC., , • 0 C ••••••••••••••••••••• :SC/LAI-ION JOWL 3/.1" PPR:MOLDED JOPLT ERLER LESS r THAN 4* • V° CONDITION E PAVEMENT .:0iNT MT.". --„ \ • \- FAL,E mi9E3 .• AO.IUSTTO PAVEMENT JOINT FACE OF CURE -"*" pop) ••••:" PAN:TrIMFNT 10:NT --' CONDI-NON El SAR - ft 5 8A0, 30" LONG •••••, SPACE -0.2 6" O.O. / • / CIRCULAR FRAME 150umon .r2ANT - PREMOLOPO JOINT rrILEP t FES O LE55 TAM ; • 4* • yr ! • • • • 1.1F,LiAL JOINT —; USUAL TRACK ;1":"F.! COATI TRACY CONDITION I iSULATiON PAD :SCIATICA P1EM.0:..DED ..10fNT VORE TAP - BAH; NT LONG SPACIM% ISULAT16,./N .71.4' PREI,IOLUED _)I.1_ FRIER MORt, E.00E 1.0ER \ RECTAPGULAR ••• E,LLME CONDMON r R AnJUS7I0 FAVEMENT JOINT ,,TYP"; PAVET000) T ARMY FAC.. cann ISCLATION L'OINT 21e: P.fEMOLDED CIRCOLAR FRA.M.E ,ACE Of: CURB ISOLA:RCN JOAO- pAvraMEN'T LOINT I;REAVOLDEC JOINT 111.I.EP. CONDITION "P. 01- OSE ONET) I5OLA1lcri JOINT PRE.P,Oi..1070 JOINT ru PAREUENT ARAI CAP ) ••••T COilDrf*ION c ,TION JOKT PROLL*) LOIN: FILLET? PAVEMENT ../L1,NT iTYP.) coNvriON .J LESS TITTA FA0F C)F CURTI -- ) PAVEMEr 17 LCIL1- iFf',..': '- RECIANGCLAR ATTME ,T))) (00),48fRACCA TART SHORAI) ISE:LAllON jOik-r ••• eRsmoz.vErs• 'INT FILLER CONDITION D (71 .00 RAR 5 CAR, )— YR WAG SCATRAT T A 0 C CRCULAR Ji3INT - PAVEMENT/. Ye 17YI) .LS:N1 FILLER CONDITION NOTE ALL CONTJMON.F. ARE ,Fil'ICWN IN PLAN VIEK PCC PAVEMENT ISOLATION JOINTS STANDARD PLAN A-40.15-00 SHEET 1 OF 2 ShEELS APPROVED ,OR PUBLICATION Pasco Clakotich !ll 08-11-09 IV It If3,6•(N11,f, VW. VO 0 z CONDMON DRILL A 7 DIAM. FULL -DEPTH HaLE, • FILL WITH JOINT SEALER - • A CONDITION C • FAVENcjil JOINT ry*PJ T -JOINT OETAIL TYPICAL ISOLATION JOINT GUIDELINES CONDITION LI FEATURE EDO-ES, FLANOES OR COLIGINVOUS LERMA L DISTANCE UPS IN T1.1.7 FACE THROUGH THE rtaQUNE.APtT PM/POEN-ERECTION PAVEMENT SECTION TRANSVERSE. ,KIINT CATCH BASIN OR USE COMBINATION 3RATE CATCH 3ASIN OR cwet:tknoir GRATE USE q. CA.TC,h ILABIN OR COMBINATION GRATE USE CHAIT INLET, 17AP:1.1E1A5:1N OR CC/NI:RE-It INLET is GRATE INLET, CATCH wira OP CONCRETE INLET GRATE iNLET, cxr,:ii BASIN OR CONCRETE INLET. * MANINOUi, OR uSE CA ICH 4AIT VIE 2 MANHOLE 444 CArcH BASIN TYPE 2 mAriHoLE CR cA:rcH BASIN TYPE 2 MANHOLE CR ATOM RAIN TvN * 'MN RE0TAW:IA.4D GRATE CAST INTO Anv oNENT spcmoil USE ltEE USE I 1I USE ! 4 FT FROM JOINT 4 Fl FROM JOINT t. 4 Fr FROM 2011,11' .> 4 FT FROM JOINT 4 FT FROM oiCIFir 4 F7 MOM ..C.INT •T COPDmON c CONDITION CONDITIONEI PLAN TYPICAL APPLICATIONS ISOLATION :OINK - 3M• PREMOLDEO JOINT FILLER EDGES, FLANGES 04 LIPS /-I1 PAVFMENT SECTION SECTION 7 is•OiATIOri JOINT — 14" PREMULDED JOINT FILLER CONDITION I PAVEMENT JOINT crYtt.; ISOLATION' JOINT 34 PREM.OLDED JOINT FLIER. CONDITION CONTINUOUS VERTICAL ,----- FACE THROUGH TIE , S PAVEL', SZCINA SECTION El CONDITION .1 PCC PAVEMENT ISOLATION JOINTS STANDARD PLAN A-40.15-00 SHEET 2 OF ) SHEETS APPROVED FOR PUBLICATION Pasco Bakotich 111 08-11-09 51Ait ”1,2111 EPIC:WO V—ZiP WerabInVor, State noyartimeoi ef lreneWtaten BY: IJSA CYF FRAME AND VANED EtiltAti ..>- ...‹.. ...--'' ii _, 2", 4", 6", 12", OR 24' L ONE El LIAR FOR 6" NE1561T INCREMENT (SEAMED EGLYALL'() RECTANGULAR ADJUSTMENT SECTION PRECAST BASE SECTION PIPE ALLOWANCES PIPE MATERIAL. INSIDE DIAMETER REINFCRCEE OR 12" PLAIN CONCRETE All METAL PIPE 15' 6; SSP * TD. SPEC, 9-05.26) 12' 15" F-10FILE WAIL PVC (STD. SPEC. 3-05.12(2)1 15' * CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES 1. As acceptable alternatives to the rebar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specificat(ons), or wire mesh having a minimum area of 0.12 square inches per foot shall bri used with the minimum required rebar shown M the ALTERNATIVE_ PRECAST BASE SECTION. Wire mesh shall not be planed in the knockouts. 2. The knockout diameter shall r.ol be greater than 20, Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-043. 3. The maximum depth from the finished grade to the lowest pipe Invert shall be 5. 4. The frame and grate may be Installed with the flange down, or integrally cast Into the adjustment section with flange up. 5. The Precast Base Section may have a ruurded floor, and the walls may be sloped at a rate ol 1:24 or steeper. 5. The opening shall be measured at the top of the Precast Base Section, 7. Ali pickup holes shall be gmuted full after the basin has been placed. NI:27E 1) ALTERNATiVE PRECAST BASE SECTION CATCH BASIN TYPE 1 STANDARD PLAN B-5.20-01 SHEET 1 OF 1 SHEET APPROVED FOR NFU. !CATION Pasco Bakotic.h :II 06-16-11 AIMA IMIE 51'32/ Woohf Veri D•paerno n1 ITnanspor.rion Tar MANHOLE RING AND COVER b 'Cr RING ----: GRAVEL HACK -Fr.:. FOR PIPE ZONE SEDDING 4 S -PS CR LADOE 24,1 SLOPE. n GIHLULAR SECT:ON (OPP. I L'IrrCE TRIC ONESE1ION CHANNEL ANL) SHELF REINFORCiNG STEEL. (TYPL SEPARATE BASE PRECAST INTEGRAL BASE ?RECAST will RISER NOTES 1. Knockouts shall have a well thic4cness ot 2" minimum to 2.5" maximum. 2. For pipe alrowancas, see Standard Plan B-10/1 MANHOLE DIMENSION TABLE DIAM. MIN, WAIL THICKNESS MIN, BASE THICKNESS MAXIMUM I MINIMUM KNOCKOUTI DISTANCE SIZE BETWEEN KNOCKOUTS 48" 4' 54" 60" 5' 6' 3G" 42" a" 48' rs• 8" MANHOLE TYPE 1 STANDARD PLAN B-15.20-01 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakotich 111 02-07-12 sTATEOLVVILNCNEEli VATE v71 WaglIngren Ske• 0.pcalm.r.1 of Tromporlerrion P3 BAR EACH CORNER #3 BAR EACH SIDE TOP Argo BOTTOM FRAME AND VANED GRATE Jo, 1 5" OR 12" ONE #3 BAR HOOP FOR 6" HEIGHT TVVO #3 BAR HOOPS FOR 12 HEIGHT RECTANGULAR ADJUSTMENT SECTION PRECAST BASE SECTION PIPE ALLOWANCES PIPE ' , TER1AL MAXIMUM INSIDE DIAMETER REINFORCED OR PLAIN CONCRETE ALL METAL PIPE 12" 15" CPSSP * (STD. SPEC. 9-05.23) 1- 12' SOLID WALL PVC (STD. SPEC 9-05.12(117 15" PROFILE WALL PVC (STD. SPEC 9-35 12(2); 15 " * CORRUGATED POLYETHYLENE STORM SEWER PIPE #3 BAR EACH CORNER 18" MIN. ONE #3 BAR #3 BAR HOOP ACROSS BOTTOM NOTES 1. As acceptable alternatives to the rebar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), or wire mesh having a minimum area of 0.12 square inches per foot shall be used with the minimum required rebar shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed in the knockouts. 2. The knockout diameter shall not be greater than 18". Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5'. 4. The frame and grate may be installed with the flange up or down. The frame may be cast into the adjustment section. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1:24 or steeper. 6. The opening shall be measured at the top of the precast base section. 7. All pickup hoies shail be grouted full after the inlet has been placed. ALTERNATIVE PRECAST BASE SECTION 1 EXPIRES JUL( 1. ZIPS? 1 CONCRETE INLET STANDARD PLAN B-25.60-00 SRIEFT 1 r)! 1 gix4xE-1. APPROVED FR PUFILICP,ION Harold J. Peteefeso 06-01-06 INTATE DET,14 rhGlere, n., Tr.7, A'ruh:rvarrk Zoo.cennwl ref TFRI.,11.1liar, DRAWN BY: LISA CYFOFiD 29 114" ?Ch.T-OriwN EI•OLE (TYRI -b.f•• 11 NE (SEE • OCTA t d NOTE 2) TOP SECTION NOTES Ti1 la frame Is dasIgried Lo a/xurr.mooate 20' ,/ 24' grates el or./vers as shown on Standard Plans B-30,20, 30.W, B -3U.40, and 0-30.90. 2. Bet -down capreq.;r,,.1 en Xi terrine, gratns, and envars, unless seedbed otherwise ;n 9/e Con ir9(.1.. Pro/wine 2 holes n the frame that are vertically elighrri with the grata or cover sloth. -RID framo shall accept tne 5/6 - 11 NC r Allen head cap screw by be ;flg tspl,ed, or other approved machanism. Llxation of 'oolt.down holes varies by manufacturer. 3. Refer to Standard 5 ti Uon 9-(5.1512) tor additional remsrements. FRAME CAST INTO PRECAST ADJUSTMENT SEcrom - SEE 9rahuAeo PladN FO' .ADJUSTMENT SECT/ON DETAJLE DETAIL RE iSESSEO ALIEN HEAD LAP scacw 5/F- 1/ Nc x 20 F GE 1,1, ORATE SECTION BOLT -DOWN DETAIL EEE N.T5 2 RECTANGULAR FRAME (REVERSIBLE) STANDARD PLAN B-30.1 ISOMETRIC VIEW SETANINO THE VANIATIONE EMEET 1 0E1 SHEET KEPRIPJED FOR PUBIS:AI 4.7,4 Pasco Bakc.,tich 111 04/26112 •ra, L.141,1Et, 0.41 AMP 7.71 Y1.1,Inwan51.Or,klirm. Id Tr u,frartai. TOP SECTION r;-:\ - SEE DETAti. MOTE,: SEE:THEE NOTES 1Eolt-down capability 's required or all frames, grdtes. and cover4, unless specified otherwise in e Contract Provide 2 :Was r the frame that are verticaFiy aligned with the grate or cover slots. 'rhe frame shall accept the 5/EV - 1 NC 7 Allen head cap screw by being Li. .d or other approved mechanism. Location of bolt - dawn holes varies by manufacturer. For frame derails. see Standard Plan R•30.10. 3. Refer to Standard Specification 9-0515(2) For acklibOnal reseirevSents. ISOMETRIC RECTANGU VANED G TE STANDARD P - O. 0 SHEET• 01. 1 SHEET PPP H (IED rok PueucArroN Pasco Bakotkh t 26/12 F.IE C MON !KANE. 1411. v,71,01.2.1.*Agron Sfto• Nporrn so Trtreepe 412 rdAkr. 0/4 be 0204. HOLE 84" or 9C4' FLAT SLAB TOP 2' cryr.,, 72' FLAT SLAB TOP e 7' *PACI70 1' MIN. 2 12" KAX VS HAAS e 71SF,AC:N12 1' MIK 2 1:26AP10, Fr. t-rvr) SPACSNG 1" MIN. 't 722' MAX. 43", 54", or FO" FLAT SLAB TOP TYPICAL ORIENTATION FOR ACCESS AND STEPS 24' MIN 401 ECCENTRIC CONE SECTION 12' 646N. 4". STEP II" OR 12' oNr 4.313AR HON' FOR 5' :WO 04 ?AR HO'202 236 1r RECTANGULAR ADJUSTMENT SECTION <S,^. As an acceptable alternative to retmr, wire mesh having a minimum area at CI 12 square inches per feat may be used for adjustment sections. <1>ONE 03 MR HOOP 4" CIRCULAR ADJUSTMENT SECTION NOTE Ladder rungs For nianholes and catch basins shall meet the r61qLit1rle21a of AASHTO f41 199 12" 2 -fin PREFABRICATED LADDER MISCELLANEOUS DETAILS FOR 0 INAGE STRUCTURES STANDARD PLAN B-30.90-01 SHEET 1 OF 1 SHEET APPROVEC FOR 0JOLIC66P.ON Pasco Bakofich 111 09-20-07 CO -MK ccro, LIN n .7! /MK Vor,hirrron Vein Oso,crinlan, of fronton...Non FACE OF CURB MATCH ROADWAY SLOPE 1/2" Ft ROADWAY 1.11 12 12 12 57 57 57 VARIES 12TO 24: FACE CF CURB VARIES 10' TO 22' ;SEE CONTI/LACE) 1' 0. a 1" R. MATCH ROADWAY SLOPE 1/2' R. ROADWAY 111/2'- 117/2' 1 DUAL -FACED CEMENT CONCRETE TRAFFIC CURB AND GU R 1 1' R CEMENT CONCRETE DIR ASPHALT CONCRETE IE SIDEWALK OR PATTI 3/5' PREMOLCED JOINT FILLER (WIEN ADJACENT TO DEMENT CONCRETE' SIDEWALK; CEMENT CONCRETE PEDESTRIAN CURB FACE OF CURB FACE OF CURS VARIES 12' 70 24:, VARES F° 1' 10' TO 22' I I' (SEE CONTRACT; -.. RC'ADIAMY 3/4' 1" R. 1 3/4" DUAL -FACED CEMENT CONCRETE TRAFFIC CURB trir R. FACE OF CURB EAU 00 CURB MATCH ROACWAY SLOPE 1/2' R. 1 CEMENT CONCRETE TRAFFIC CURB AND GUTTER 1/2' K VARIES FROM , tri TO 5' I 5. J ROADWAY 12." CEMENT CONCRETE CURB RAMP, LANDING, OR DRIVEWAY 1- R. ENTRANCE PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT CURB RAMPS, LANDINGS, AND DRIVEWAY ENTRANCES EACE CF CURE ROA:LUNA": 1/33 Ft. 3 1/2' VARIES 1' R VARIES FROM 8' 10 0. MAINTAIN 111: 8V SLOPE ON SIDE OF CURB MATCH ROADWAY SLOPE DEPRESSED CURB SECTION AT CURB RAMPS AND DRIVEWAY ENTRANCES ? 1/4" 3' 4' 1/4' A. 1M CEMENT CONCRETE TRAFFIC CURB NOTE ROADWAY 1. Sea Standard Plan F-30.10 for Curb Expansion and Contraction Joint spacing. FACE OF 0115 MOUNTABLE CEMENT CONCRETE TRAFFIC CURB RIALLWAY FLUSH WITH GUTTER PAN Al CURB I RAMP ENTRANCE - tr2" VERTICAL 1.15 Al DRIVEWAY ENTRANCE CEMENT CONCRETE CURBS STANDARD PLAN F-10.12-02 S710'1 OF 1 SHEET x555.7i,u7.0 705, 5ki131t057/0s Pasco Bakolich 111 06-16-11 NT, KI.,0,131161CYCUP.t. inSAnbn Shrt• Deroi,irm. crt I ronrpo rM1s, n Tr A 3 SIDEWALK - 0* .7 MIN. (SEE CONTRACT) ROUPIMINEI _; 1/2- Ft (TYE. Max._ 440 SEE RAISE: EDGE DETAIL - THIS SHEET F,JR SIDE TREATMENT SEE CiRIER SIDEWALK SECTIONS CORP NOT INCLUDED IN DID ITEM - r SEE 9TANUARD PLAN F.12.12 PREMOIDED - JOINT FILLER WITH RAISED EDGE SIDEWALK 3 - FE MN. (SEE CONTRA(.T) TTRE.1 ROUNDING eit, it, Sy ALL CUT SLOPES? FINISHEc GRADE V' RELow T• TOP OF CONCRETE SURFACE CURB NOT INCLUKD IN WO ITEM - F SEE STANDARD PLAN F.10.12 PREMOLDEC ‘741 JOINT FILLER ADJACENT TO CURS (STEEP FILL SLOPES) BRIDGE OR FF0E:STET FtNU BARRIER - SEE CONTRACT PLANS FLUSH VERTICAL WALL - SEE DETAIL FOR SIDE 'I REATMENT SEE once SIDEWALK SECTIONS T. TT 7 7 x-rTi Lor PREMoTtlE0 JOINT FILLER ADJACENT TO CURB SIDEWALK - - 0 MIN. (SEE CONTRACT) r lir R. (TYR; 2.04‘ MAx • 3.11- PREMOLDEC- ._ riLLEFt (TTP) tl. WALL OR 3ARRIER CURE NOT INCLUDED IN SID ITEM SEE STANDARD PLAN F.10.12 /2" R. (TVP) NOTE SIDEVvAT K .04 MIN. (see C)NTRACT) 2.� MAX. SEE CURS FACE DETAIL MONOLITHIC CEMENT CONCRETE CURB AND SIDEWALK Four feet of the sidewalk width shei1 be t -e minimum periesvian R(.4-cissible route free of vertical and Fiona:Mel obstrJctons. Gratings, Access Covers, Junction Boxes, Cable Vaiiks, Pull Boxes ane other appurtenances within the sidewalk must have slip resistant surfaces, he flush with surfarm, ar.d match grade of die sidevralk SIDEINAI.K • Priseoinsn JO TP FILLER SIDEWALK ADJACENT TO WALL DETAIL CURS NOT INCLUDED IN 02 ITEM - SEE STANDARD PLAN F-10,1 ADJACENT TO CURB AND RAILING OR WALL MIN. Sj1XAL33.-5 rfMIN. • SUFFER STRIP • ;SEE CONTRACT; (SEE CONTF1A.C1) CURS NOT INCLUDE() IN MU HEM - SE STANDARD PLAN F.10.12 FINISHED GRADE 1' BELOW TOP OF CONCRETE SURFACE ICA PLANTING- FLUSH rt, PAN.,E0 ADJACENT TO BUFFER S'rRip SEE Z: CONTRACTION JOINT 612 FACE UV CURE 5 Ifr , ,33 CURB FACE DETAIL EXTENT) SIDEVUALK TRANSVERSE :,:XPANSION JOINTS TO INCLUDE CURB ;FULL DEPTH) OOMEC FINISH (TYP ) MEE, SMOOTH TROWELED PERIMETER CEMENT CONCRETE CLINES (CURB AND GUTTER SHOWN! r** NOT INCLUDED IN BID ITEM SEE STANDARD PLAN F-10.12 „TT , CONTRACTION JDINT 133 S1DEWALX ONLY EXPANSION JOINT IN BOTH CURE AND SIDEWALK 1' R ISOMEr RIC VIEW JOINT AND FINISH RAISED EDGE DETAIL EXTEND SIDEWALK TRANSVERSE ,i0INT5 FO INCLUDE RAJSED EDGE pfu.2,40IGE2 PLLER - EXPANSION JOINT DETAIL 17 TO 114' - ° • ID7 CONTRACTION JOINT CEMENT CONCRETE SID ALK STANDARD PLAN F-30.10-02 SHEET 1 OF 1 SHEET APPROVE!: FOR PLI9tICAT7ON Pasco Baknfich II! 6/20113 51,111 .1.. 11.11"E npl.n 0fl. llopereerner4 al Trnn•porlagan SEE CONTRACT PLftNS EXPANSION JOrWl TYPT - SEE STANDARD PLAN F-30.10 CURB AND G LU ri G PEDESTRIAN CURD TEESOTE9 L 4•• CT MIN. ITYPT - _ SEE CONTRACT PLANS CURB RAMP - FACE OF CURD 1 CROSSWALX PLAN VIEW TYPE PARALLEL A CURB RAMP SIEWALK DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F-40.10 EPRESSED CLAP A GUI ER SEE CONTRACT P 35 EXPANSION JOINT (T) - SEE STANDARD PLAN F -a0.10 \ LANDING PEDESTRIAN CURB - SEE NOTE 9 CURB 5 GUTTER - DETECTABLE YARNING SURFACE - SEE STANDARD PIAN 5-45111 CURE RAMP El* MIN (TYP - SEE CONTRACT PLANS PACE OF CURB It GRADE BREAK couRTER sLOM TOP OF 5 0% tlii!)1- noADwAy L ' CEMENT CONCRETE PEDESTRIAN CURB - SEE NOTE 0 ‘- LANDING SECTION _ DETECTABLE WARNING SURFACE SEE STANDARD PLAN F.4.sia 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details, See Centred Plans for width end placement or sidawaR. — DEPRESSED CURB & GLITTER CROSSWALK NOTES 1. Provide a separate Curb Ramp for each marked or unmarked crosswalk. Curb Ramp location shall be placed within the with of the associated ciosswalk, or as shown in Me Contact Plans, 2. Where "GRADE BREAK" is called out, the entire length of the grade break between the Ma adjacent surface planes shall be flush. 3. Co not p Gratings, Junction Bakes, Access Covers, or other appurte- :” nances in front of the Curb Ramp or on any pan cf the Curb Ramp or Landing. See Contact Plans for the curb design spedfied. See Standard Plan F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and Pedestrian Curb oetails. PLAN VIEW TYPE PARALLEL B DEPRESSED CURB & GUI It - - SEE STANDARD PLAN F-10.12 AND NOTE 0 "CEMENT CONCRETE CURB RAMP TYPE PARALLEL A" PAY LIMIT - SEE NOTES .1 ISOMETRIC TYPE PARALLEL A PAY LIMIT SIOFWALK 6. The Bid Item "C;err,ent Concrete Curb Ramp Type _" does not ndude the adjacent Curb, Curb and Guttsr, Depressed Cum and Gutter, Pedestrian Curb, or Sidewalks. 7. The Curb Ramp maximum running slope shall not require the ramp length to exceed 15 feet to avoid chasing the slope indefinitely when connecting to sleep grades. When applying the 15 -font max. length, the running slope of the curb ramp shall be as flat as feasible. 8. Curb Ramp, Landing, and Flares shall receive bream finish. See Standard Specifications 0-14. Pedestrian Curb may be omittnd if the ground surface at the back of the Curb Ramp endlor Landing will be et the same elevation es the Curb Ramp cr Landing and there will be no material to retain. 4°- 3" MIN. GRADE BREAK Im"..._currfelCi PLANS • CURB RAMP L 3..a• EXPANSION JOINT (TYP.) - SEE STANDARD PLAN F-30.19 SECTION "CEMENT CONCRETE CURS RAMP TYPE PARALLEL E PAY LIMIT - SEE NOTE DING ISOMETRIC VIEW TYPE PARALLEL B PAY LIMIT LEGEND L PRDESTRIAN CURB - SEE NOTE 9 SLOPE IN EITHER ERECTION PA LLEL CURB RAMP STANDARD PLAN F-40.12-02 SHEET 1 LP 1 SHEET ROVED FOR PUELICATI Pasco Bakotkh 111 DI TrArEC,4104LIMINELP TE WerAlnapon Slam Npamr.ord of LnalsporNeinn TANDIND GRADE BREAK - SEE CONTRACT PLANS - 4' - 7 MIN CEMENT CONCRETE SIDEWALK - SEE NOTE 5 FLARE -YE) NB" EXPANSION JOINT MT.] SEE STANDARD PLAN F -34L10 CURB RAMP WIDTH 4 IT MIN LANDING TO MATCH CURB RAMP 41011-1- SEE CONTRACT PLANS GRADE BREAK LANDING SEE CONTRACT PLANS CURB RAMP -Ns r 4' TT MIN. CEMENT CONCRETE SIDEWALX - _ SEE NOTE 5 PROVIDE SMOOTH _ TRANSITION TO LIIDEVVALK WIDTH OW.) RD RAMP GRAVE BREAK CURB, OR CURET AND GUTTER - • SEE NOTE 4 FACE CE CURB 7 MEASURED PARALLEL J To CUFIEI (TYP.) 510P€ TREATMENT - SEE STANDARD PLAN F-30.10 CROSS SEE CONTRACT PLANS - , ET MIN. EXPANSION JOINT TTYP.) - SEE --- STANDARD RAN F43,10 CURB RAMP WIDTH 4' - SMIN. LANCING IC MATCH cowl RAMP W.OTH - SEE CONTRACT PLANS NOTES I Provide a separate Curb Ramp for each marked or unmarked cosswalk. Curb Ramp ft -ration shall be placed within the wkttli of the associated crosswalk or as shewn in the Contract Plans. R 2 Mere "GRADE BREAK is called out. the entire length of the grade tweak between the two adjacent Suffers planes shall be !lush. 3. Do not place Gratings, Junction Boxes, Amass Covers, or other appurte- nances in frunt uf the Curt Remp or on any par of the Curb Remp or SEE CONTRACT PLANS - Landing. 4. See the Contract Plans for the curb design specified, See Standard Plan LEPER WIDTH - MATCH TO F-10.12 for Curb. Curb and Gutter, Depressed Curb and Gutter, and 01113 RAMP DET•TH (TPPI Pedestien Curb dedels. TRANSITION TO SIDEWALK SUFFER, I PRESENT, 01/ TO BACK OF CURS (TYP.1 - - SEE CONTRACT PLANS tr., CURB, OR CURB AND GUT ER - DETECTABLE. WARNING SURFACE SEE NOTE 4 SEE STANDARDPLAN F-45:10 DEPRESSED curia AND GUTTER - SEE NOTE 4 PLAN VI TYPE PERPENDICULAR A 1,E MIN. SEE CONTRACT FLANS 5.0% MAX. DETECTABLE WARNiNG SURFACE - SEE STANDARD PLAN F-46 10 15' - MAX - SEE NOTE? GRADE BREAK 3. FACE Of CURB CEMENT CONCRETE PEDESTRAN CURB - SEE NOTE 4 DETECTABLE WARN:NO SURFACE - SEE STANDARD PLAN F-46.10 DEPRESSED CURB AND C R CROSSWALK PLAN VIEW TYPE PERPENDICULAR B (SHOWN WITH eLrEFER) iE BREAK COUNTER SLOPE - SD% MAX. TOP OF ROADWAY LANDING CURS RAMP SECTION DEPRESSED CURB AND CUTTER SEE STANDARD PLAN 1-1 1115 CEMENT CoNCRETE PEDESTRIAN CURB - SEE !CITE 4 CEMENT CONCRETE CURB RAMP 'TYPE 4 PERPENDICULAR 13" PAY umTT - SEE NO rE -,' 5. See Standard Plan F-13.10 for Cement Concrete Sidewalk details. See Contract Piens for width and placement of sidewalk. 0. The Old Item "Cement Concrete Curh Ramp Type " eines not include the ad:recant Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian Curb, or Sidewalk. 7. The Cut Ramp maximum running &nee shall not require the ramp length to exceed 15 -feet te avoid chasing the slope indefatitely when connecting to steep grades. 1.111 -len applying the 15 -toot maximum length, the running slope of the Curb Ramp shell as fiat as feasible. 8. Cuib Ramp, Landing, and Flame sheli remive broom finish. Seo Standard Specifications 8.14. LEGEND SLOPE IN EITHER DIRECTION „...- CEMENT CONC. 'TTE- CURB AND GLTIER - SEE NOTE 4 CURB RADIUS DETAIL (01 DETECTABLE WARNINC- SURFACE SEE STANDARD PLAN E.45.10 DEPRESSED CURS AND CUTTER - SEE NOTE 4 ISOMETRIC VI E PERPENDICULAR A PAY LIMIT ISOMETRIC VIEW TYPE PERPENDICULAR B PAY LIMIT PERPENDICULAR CURB MP STANDARD PLAN F-40.15-02 SHEET 1 OF 1 SHEET APERCTITED 11314 PULIUCATION Pasco Bakorich 111 6/20113 LIAM VAlt Ems,. 4Trefok. Hhuhingfor 111-. Deporenxe Trolgneaflon MATCH SIDEWALK WIDTh - Lr MIN. -.SEE CONTRACT PLANS Dre EXPANSION JOINT iTYP.; - SEE STANDARD PLAN F-30.10 SIDEWALK _ - SEE NOTE 6 PEDESTRIAN CURB I 4- - SEE NOTE 50 11 /- LANDING 5* • cr MIN. / PEDESTRIAN CURD - SEE NOTE 10 MATCIII SIDEWALK WIDTP. - 4 VMIN. SEE coNTRAci PLANS — ?X EXPANSION JOINT - SEE STANDARD PLAN F-30.10 BUFFER STRIP - SEE CONTRACT PLANS RN IJOIJELL LCUF PEDESJRAN CROSSING CURD RAMP CLLISURE -5/GN L FACE OF CURB N VIEW TYPE SINGLE DIRECTION A TE SIDEWALK- SEE NOTE 9 TAELE WARNING SUiTACE DUFFER TANDARD PLAN F-45.10 STRIP 15- MAX SEE NOTE6 GRADE BREAK SIDEWALK SEE NOTE a -A C'R.OE ER MATER SIOEWAIA WIDTH - 4' Cr MIN. - SEE CONTRACT PLANS CURB RAMP BUFFER STRIP FEDESTRIAN CURB - SEE NOTE ID PEDESTRIAN CROSSING CLCSURE SRA DETECTABLE WARNING SURFACE SFF STANDARD PLAN F-45.10 / GRADE BREAK 20% MAX i CLRS RAMP SEC N - LANDING COUNTER SLOPE 5.0% MM. TOP OF • ROADWAY DEPRESSED CURE GUTTER - SEE STANDARD PLAN F•11312 'COAENT CONCRETE CURB RAMP r TYPE SINOLE DIRECT/ON A" PAY LIMIT •• - SEE NOTE 7 ISOMETRIC VI SINGLE DIRECTION A PAY LIMIT RADIUS _ CORNER PEDESTRIAN CURB Et" ANGLE RADIUS MAY VARY GRADE BREAK SIDEWALK - SEE NOTE 6 DE17CTABLE WARNING SURFACE SEE STANDARD PLAN F -4E10 .URB 4 GUTTER - SEE 60 ±9 FACE OF -0066 RAMP CURD PLAN VIEW TYPE SINGLE DIRECTION B 1g • L"' MAX SEE NOTE NOTES 1. This plan is to be used where perlesbian crossing in one direction is riot permitted. 2. Curb ramp location shall be placed within the width ur the associated crosswalk, ur as shown In the Contract Plans, 3. Where "GRADE BREAK" is called out, the entire length of he grade break between the the adjacent surface planes shall bo flush. 4. Do not place gratings, junction boxes, access covers or other appurten- ances in front of trio curb ramp or on any port of the curb ramp or landing.. 5. See the Contract Dovanents For the curb design specified, See Standard Plan F-10,12 for Curb, Curb and Gutter, Depressed Curb and Gutter and Pedestrian Curb details. 6. See Siandard Plan F-30.10 for Cement Concrete Sidewalk Details, See contract plans for width and placement of sidewalk. 7. The hid item "Cement Corsuete Curb Ramp Type " dues nut include the adjaair,t Curb or (Curb and Guitar), Depressed Curb and Gutter, Pedestrian Curb or Sidewalk, or The pedestrian crossing closure sgn. B. The cunt) ramp maximum running slope shali nal require the ramp length to exceed 15 feet to avoid chasing the slope irkiefinitery when connecting lo steep grades. When applying the 15 foot maximum length; the running slope of the curb ramp shall be as flat as feasible. 9. Curt) ramps and landings shall receive broom finish. See Standard Specifications 6-14. 10. Pedestrian Curb may be omitted lithe ground surface et the back, of the Curb Ramp and/or landing will be at the same elevation as the Curb Ramp or Landing and there will be no material to retain. /- GRADE BREAK - Er DETAIL le CURB RAMP SECTIONte 'CEMENT CONCRFTF CURB RAMP TYPE SINGLE CIRECTION 13' PAY LIMIT - SEE NOTE 7 DETECTABLE WARNING SURFACE SEE STANDARD PLAN 6-40.10 DEPRESSED CURB AND GUTTER - SEE NOTE 5 ISOMETRIC VIEW TYPE SINGLE DIRECTION B PAY LIMIT LEGEND SLOPE IN EITI-ER DIRECTION SINGLE D RECTION CURB MP STANDARD PLAN F-40.16-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakotich 111 6120)13 'TATE LACIPIE. CAM hingtun Sim N Ompertrneni Trianparbilmn TRUNCATED SEF NO' CURE 1 A tsj LANOIT:0 - L TRUNCATED DOME SECTION CURB RAMP, LANDING, CUT- D3R0'104 014 WALK -WAY SEE STANDAR'Ll SPEDEICATIDNS FOR COLOR OF SURFACE TRUNCATED DOME DETAILS OFFSET ZEE NOTE WALKWAY WIDT1-1 OF r WALKWAY DETECTABLE WARNING SURFACE 1DWS) - SEE NOTE 4 RACK OE CURB SINGLE DIRECTION CURB RAMP (GRADE BREAK BETWEEN CURB AND LANDING 413 FT. FROM RACK OF CURB) (SEE NOTE 6) CURB WALKWAY LANDING DiRECTION OF TRAVEL ACK OF CURB - SEE NOTE 2 SINGLE DIRECTION CURB RAMP (GRADE BREAK BETWEEN curie AND LAN)ING' a 5 FT FROM BACK OF CURB) ().EE ROTES) •- LANDING 4 .4 BACK OF CURB SEE 21015 -E,„ DETECTABLE INARNiNG - SURFACE (DNS) - SEE NOTE' 3 -E\s. CURB AND GU R 'rte. thr ALI APPLICATIONS MATCH ro WIDTH ON GURB RAMP, LANDING. CUT -THROUGH OR WALKWAY DETECTABLE WARNING SURFACE DETAIL - CURB rimite DEM CTABLP WARNING EUTITACE (CMS) - SEE NOTE 3 F L AY BACK OE CURB - SFE NOTE? DETECTABLE WARNING SURFACE tONS, SEE NUTS 'AY MOTH OF GURU RAMF PERPENDICULAR CURB RAMP (GEE NOTE 6) DETECTABLE. WARNING SURFACE COWS: SEE NOTES 4 4 7 CURB RAMP ,- WALKWAY LANDING RACK OF CURB - _ SEE NOTE 2 I VAIJIH OE I LAtkalSie PARALLEL CURB RAMP (SEE NOTE 6) D CTALILE WARNING URFACE (DWS) - SEE NOSE 3 WIDTH OF CURB RAMP, • LANDiNG, OR WALKWAY WIDTH OF CUT -THROUGH (TYP ETECTAULE WARNIN SURFACE (TYP.) - SPE NOTE 2 BACK CF CURB - SEE hdrc ISLAND CUT -THROUGH DETECTABLE WARNING SURFACE MT.) SEE NOTE 3 0 PEDESTRIAN RAILROAD CROSSING NOTES 1. The Detectable Warning Surface (CWS) shall meanie the full width of the curb ramp ;exc(usive of flares) or the landing. 2. The Detectable Warning Surface shag be placed at the hack of curb, and need not follow the radius. 3. The rows of truncated domes shall be aaed to be perpendicular s Ma grade break at the back of cult. 4. The row of truncated domes shall he aligned to be parallel to the direction of travel. 5. It curb and gutter are nut preseritsuch as a shared -use path connection, the Detectable. Warning Surface shall be pieced at the pavement edge. E. Sae Standard Plans for sidewalk and curb ramp details. 7. If Li curb ramp is :squired, the location of the DBMICI2P-)161 Wnming Surface must he at 1113 bottom of the raciip and within the required distance from the mil. hen the grade break between the curb ramp and the landing is less than or equal to 5 rc bom the hack of curb at all points, place the DeEictible VVeming Surface on the hofforn of the curb ramp. 41.E.11H BACK OF CURB - e SEE NU TE MEDIAN CUT -THROUGH _ BACK or CURB - SEE NOTE WID1H LW SHARED: USE PATH 01;7 WALKm WAY e.) WIDTH OF 0111 -THROUGH ROUNDABOUT SPLI 11 4R ISLAND PAVEMENT EDGE 0 DETECTABLE WARNING SURFACE iows, - PLACEMENT GUIDELINES SHARED -USE 11111 013 WALKWAY L,LIFR SHARED -USE PATH CONNECTION DETECTABLE WARNING SURFACE STANDARD PLAN F-45.10-01 D-EET 1 CF 1 SHEET APPROVED FUR PUBLICATION Pasco Bakorich 06/21/12 31.1. S11,1• EIRCOMET) FINIS1-1 MP.) \\ (TYP ) VARIES 5EE CONTRACT PLANS SEE NOVE 1 ,4-5)1NT (TY!", - (*MAN ESTI.10 GRADE' BREAK IA! 15 MAX. SEE NOTE E 2.3% MAK. a PLAN VIEW TYPE 1 VARIES - SEE 0NTRACT PLANS NC T STEEPER THAN NEAD GRADE -71 CEMENT CONC. PEDESTRIAN CURE ;T/P." (WNEN sEECIFIEO IN CONTRACT) SEP STANDARD PIAN F•10.12 'EMENT CUNC SIDEWALK CEMENT CONCRETE CURE ouTTER (SEE NOTE 1) WADE BREAK 8.3% MAX PEDESTRIAN RAMP L CEMENT CONCNETE ' BREAK SVEANAIX (TYP ) SECTION SEE CONTRACT MANS SEE CONTRAcT pLAN5 OFSVEINAY RAMP -' nervEwAv WEE NCTE 7) SEE CONTRACT SECTION PLANS 2.056 MAX. • D5 RAMP 305- EXPANSION JOINT (1Y1'.' - SEE STANDAR() PLAN F -38L10 17 MAX. UP EFTIWEEN •-• ROAOWA/ OE );.R 1. CURB, OR SEE CONTRACT FLANS DEPPESSED VOFtS & GOITER (SEE NOTE 1) EAPANSION JOINT iTr'( - SEE. STANDARD PLAN F-30.10 'CEMENT CONCRETE DAIVCAtAx EAVIRANEE FYNE 1" PAY LIMTIS • - DRTVEWAY (SEE NOTE 7) CL ALM CONCRETE PER STANDARD SPEC. 8411.3 ISOM Ic TYPE 1 PAY 1 M1TS 5A1" EANANSION JOINT TTYP.1 - 5E1E STANDARD PLAN E45(11:1 CEMENT (.ONDRV SIDEWALK MATCH SIDEINALA more! CONTRACT MANS - - FAIN. NOTES MARES - r -E -E coNTRA,:r PLANS E NOTE BROCMED - FII 0I CRNEWAY .,' ENTRANCE I" SIDE.NALIT / T.TYP.1 CEMENT CONCRETE CURB A CUTTER WEE NOTE 71; 5' • TE TF) Er7E.) 1. When the driveway width exceeds 15 feet constnictA oll depth expansion joint with az joint 6Ie alone the dliveway centerline. See Standard Plan F-30.10. Conntuct expansion joints parallel with tho csantenino es required at 15 feet mzxlmurr. spacing when driveway widths exmed 3'1 fret 2, See Standard Plan F-30.1(1 for 01k -swirl,. detalls. 3. Curb and guaer shcrwri; see tie Conuad. Plans Fc' r the wt.) design speclfied. See Standard Plan F•16.12 for Curb Details. CRS/MAY WEE NO*F0 7) SIDEWALK -' 17e ‘TYP.) Avoirl placing drainage stuctures, junion boxes or other atztruclioris in trent of driveway ontran,xis. 5. Whore "GRADE BREAK' is rallied out, the entire length ot the fire behyeen tho two acent surface Wanes shall he lush. 6. The uarb ramp rnexirnum Nnelng slope shall not require the :amp length to uxuted 15 feet to avoid chasing the slope inclefinitely when connecting 5 steep grades. when applying the 15 Mat max, ienth, (Jia running s'ospo of he curb tamp shall be es Pat as leasable. 7, Pay item dam rot ineurde driveway. See Contract Plans. \. CRIVEINAY TAPER (TYP.) PLAN VIEW TYPE 2 DRIVEWAY ENTRANCE .51051 SLOPE TrYP ) 1t7MAX. 'JP BETINEEN SEE ((TAE•T PLANS SEE pLAN5 , R;11ADWAY CUTER 5CLIRE, - - C" MIN "- OP SEE CONVPACT DEPRESSED CLTRE1 /- GUTTER (SEE NOTE )) —1 "CEMENT CONCRETE ORWEWAY ENTRANCE 5/00 2" PAY Umn's LTRIVEVAY (SEE NETTE. 7) N. „.• • 4c•oo CONCRETE _ PEP STANDARD SPEC. 8-06 NS" EXPANSION JP '11 ) SEE 111ANDATIO MAN F.5LJ.10 LEGEND SLOPE IN E:Ti-IEP DIRECTICH - ISOMETRIC VIEW TYPE 2 — PAY LIMITS ORP/E1AAN ISWP CEMENT CONCRETE DRIV AY ENT • ^ NCE TYPES 1,29 3 & 4 STANDARD PLAN F-80.10-02 59 111 1 09S-IEL APPRCNE9 50R PLI1L)CATIC1 Rakotich111 03-15-12 07. PLINC.fr E.30,13. TE LL•po in mere rd Trornpmf imo EflOOMED k TYE 7_0% MAX. CEMENT CONLIBESE DONALK VARIES - SEE CLIPFEI.A.CI' PLANS , • ,'. MATCH SIDEWALK WIDTH ...,, • - ,..,..„... \\ ,--, ,. \ \ , \ \ \ \ \ , L, Zir EXPAJJLI!CN JC1NT SEE S'TANGAISU PLAN F-33.101 MAIC -1 SIDEI.VALM 'Atur 4. - CONTRACT PLANB \ NIMIFER STRM 1r7' R ;TYR.; 043 EWAY (SEE NOTE 7; SZE NOTE 1 PLAN VIEW TYPE 3 MAPCli SiLlEV.IALK WILY:11, GEE CON'rRACT sEE CONTRACT PIANs - N M:ti 2 • AA, • SIDE.WAL K 3.13' EXPANSK/N J01311 (1 4P.) - SEE STANOArtl PLAN E.2L1.10 ;.; :DRIVEWAY RAMP - CEPSEE L'13 CL/R514 01/1 11413 NCIE 3 SECTION ^CEMENT CONCRETE ORIVE'•NAY _ ENTN.AJNOE IYPE 3" PAS UMiT CiftIVEMIAY mo -re T) \ CL. 43CC CONCRETE c PER STANDARD SPEC.8.04.3 • 2' • 0' 11P) I43 Aux. 413 41E1WEEN ROADIAVAY GUTTER A (rIU41), OR SEE CONTRACT PLANS TRIO VIEW TYPE 3 PAY LIMITS , CEMENI' CONCRETE 17 '1l & Go (TER SEE NOTE 3 SI:in/EWAN ENTRANCE SiDE St.OPE VARIES - E3sPANSION 01011,11 (1 Y12.) - SEE sTktif/PRUP_ANF•A)..11) "CEMENT CONCRETE ORWEINAY ENTRANCE TYPE 4PAY LIMIT 01711.7.ALAY NOTE CL 40/30 LICACRETE FEN S'TANUAEL1 SPEC,. 0,04i.3 • /13 CONTRACT ?LANS - 5 u 1111CC5,4CL: /- FINISH crfp.., \-\\ 1.1( ()RIVEsIA.. 'AV ENTRANCE SEE NOTE 41 7EGLOIIE (TVP PLAN VIEW TYPE a* CEMENT CONCRETE cURB A Gu1i111. SEE IN017, 3 THIS ENTRANCE TYPE LALL NOT SE iLO ALONG A PEOES-7,11A14 ROUTE SLE CONTEACT PLANS r24. (1*YR ) •.._•_,• .-_,•,_• DR1VaNAY (SEE NOTE 7) RAMP SECTION ISOMETRIC VIEW TYPE .1 PAY LIMITS I fr WAX. LIP BETWEEN ROACWAY GUTTER & SEE CONTPACT' PLAIrS DO,RESSED 04413 & 01)fTER SEE NOTE 3 CEMENT CONC ET E DR1V AY ENT CE TYPES 1, 2, 3 & 4 STANDARD PLAN F-80.10-02 SNEET 7 Or AppnvEl) FOR PUBLICATION Pasco Bakradch /21 03-15-12 AMe. 3..3, 41/ 77cr3. Dopdtornoni 411 Tram,. r1Vier rATL SPUN POST - OR 11 2 1,4" SQUARE, 12 -. GAGE STEEL !UBE I (.1L W.' UNE \ irM SIGN POST - 2 MC SQUARE, 12 GACkE S TEEL: V3E LANE *RIVET 0,R CuRNER ADUT WiT11 Nur - AND WASHERS - 2RECJLIIRED TOM OF TOWER SQUARE FUGE FINISHED GROCNO LINE' ccmoAcTED NAT:NZ - SLACKI,ILL MATERIAL Ali! ELEVATION c.,:77,FTH.•7c7 I Ir ,OLAM ELEVATION SIGN POST 213' SQUAHEC 12 GAGE STEEL TLME I FINISHED • , GROUND, o w LINE Ls, I '40TA.7iFiv" I STAE0.17.ER FIN — _ 130i.T CLEAN-OL1 RAR Fon sleN PrEsc LOWER SIGN POST ANC HDR N- -2 13T SMMARE 123'(E sn-cw, TuDE COMPACTE7 1.4111VF: SAC.KFILL MAT TYPE ST -1 SIGN SUPPORT TYPE ST -2 SIGN SUPPORT NY N Sq,1-1.ER1 515N FAOE HA5 TYPS \ ON IX SHEETING , '[)AY. TEL FLAT WASHER PAM.. 1 Ifr LONG 1IE3c HEAD ELLILT SIGN POST SIGN PANEL --- . 0 O 0 0 • 0 SS 0 0 I 0 I 0 0 1 3 0 Si I CS O Si 0 I 0 0 TYPE ST -1 ara• WY. / HEAD NuT r DAM. STEP', Q ' LOCK WASHEH 0 -tc SION POST ,f••••-‘ DETAIL ; B o SIGN POST 0 0 LOWER SIGN POST ISUP-Th' TYPE ST -2 ELEVATION TYPE ST -3 SIGN SUPPORT SIGN MIST --, I I Is I 0 STABILIT_EH FIN 0 I .3 I a a a isms WEDGE AtiCHOR HEX SCAM MTN NUT L,Em, ANGLE; " m AND MASHER MGT.) 1401.es-rot, FOR GN POST MA Okr UT TYPE ST -3 SION PANa E I FN FIRAG E. 'al-1EN PIE.F,IFFET - SEE sTe.Pi.Aw a- ------ wen posi. - 2 1,2", SQUARE, IF GAGE _ STICEI TIJEE - SEE NOTE BOTTOM Fp I10• GROUND LINE \ „ o I . NOTE S t Dimensions ter the ewes used to assemble tho base coo- necti.a. ore irstentionaliy Rot shown. Dace mimeo...sere pate...tea, reamMolume products that are in comp:1We.. WM leCel-IRP 3E0 crash test critesia. The r3P.Fe manacle. debels are one sheen or) Mir, plan io elesIsate hew the earls are. assentiad. 2. For 'He" iwier to the Sign Specircealion Sheet In the. ConlraLi. 3. A 2" post Mill a 2 1/4" PSST anchor, ar a 2 1;4" post with a I— 2 112' PSST anchor way be reit:slat:Fere •- e.7 S a Gentraet Plans. 1 -I -C2 TOT, oF SION --, TOP OF Ri SIGN POST t \ ' I KV OE LQYVE111 • •• SOOARE TUBE. 2' ELEVA [ION TYPE ST -4 SIGN SUPPORT Heti STee FOR SIGN POST LOWER -.QGN ?DST' EliFPCLR T - "-. T GAGE, HOIFJIP GAFF., HEAVY DUTY ANCHFIR c,1 'I— COMMERCIAL coNcRETE 1101 -TDM / Or SIGN rzi sew PANEL ,_ 0 01 S',GN POST iss 0 0 0 0 c a o LOWER SIGN PCS'T StiPPORE 0 0 A; 0 0 0 I 1 TYPE ST -4 SION POST STEEL SIGN SUPPORT TYPES ST -I ST -4 ?iFx nOLTWTVNur ASO WASHER Ei'sP.1 INSTALLATION DETAILS STANDARD PLAN G-24.50-02 SHU-T GF SHEirr APPROVED 771 PUBLICATION anew EISCM FOR ERSE/POET Pasco BakotIch fit 6/20/13 SsiF aL Er MANNELELNG DEVICE cr.p.)— SEE Nore ` a 2aJ' r tANOENI tryn E - CURVE (PEP.) 4' L— YELLOW TAPE 5rrRipE a HOT MIXED ASPHALT PAVEMENT IMI TE TAPE (OR FAINT) STRIPE 35` YELLOW 'T RPM ITYP.1 - SEE NOTE 5 NE ROADWAY a RS BITUMINOUS SURFACE TREATMENT WINTE'D4pM1 - SEE* NOTE5 HOT MIXED ASPHALT PAVEMENT BITUMINOUS SURFACE TREATMENT ONE-WAY OLJ E ROADWAY t— 'TAPE STRIPE HOT MIXED ASPHALT PAVEMENT YELLOW TRPM TYP - SEE NOTE 5 29 z TEMPORARY Ttirti ARROW ETYR.) BITUMINOUS SURFACE TREATMENT AY 3 NE LEFT TURN ROADWAY NOTES For Iong turn proiDcL5 conflicting pavenonnt markings that are no !,ongar applir,able Oar ne removed or cblitaTated. Temporaiy markings shall he usor: ner.e5sary. 2. For Ho; MIxed Asphalt Paverrtrot, a bamporary striping tape shall installed in conjunction with DO NOT PASS and "PASS WITH CARE" sign locations. 3, terriperary rod -de Relinealrori with Channellzation Oevit.es optional. The appropriale tsper !anon shall her ti2. See SIandital Plan K.2-1.7.1: for minimum ham length 4. For lung term prate5t5 nanannelizatiorjpayemen1 marking plan sIx LI he iroplemented. 5. Temporary Raiser: Pavement Marker (TRPNlj ;rimy h uraset on a pattern Spicing O.C. to simulate a solid line. TEMP CHANNE STANDA RY TION PLAN K-70.20-00 SNEET. 1 OE 1 511E -ET APPROM: FOR FIRNICATICN Ken L Smith 02-15-07 I TA, WirxttE. MT! *Ts Wee0tNitl S tert• iTraraporork, ORA:AN BY FERN IN 6' 10 12° SHCLADER FT MIN. EDGE CF 'RAVELED — WAY SIGN INSTALLATION SIGN 6 TO 12: SOULDR EFJGE OF RAVELED WAY CURB FACE CURS 2' MIN. MIN. 3' MAX. PRIMARY SIGN SIGN INSTALLATION (FILL SECTION) (CURB SECTION) TO 12' SHOULDER ; MIN Y MN EDGE OF TRAVELED WAY FACE OF BARRIER OR ULIAR0q/AIL SIGN INSTALLATION (BEHIND TRAFFIC BARRIER) SIGN if 10 12' SI-ICULDER 1 MIN EDGE or TRAVELED WAY Cr MIN 0' MAY. SIGN INTTH SUPPLEMENTAL PLAQUE INSTALLATION (FILL SECTION) SUPPLEMENTAL PLAQUE PRIMMLY 5)05 SUPPLEMENTAL PLAQUE SmOii 1.0 E EDGE OF TPAVELED WAY EDGE Of SIGN SHALL NCI INTRUL)L ON EDGE OF SillENNAU( CURB FACE CURE SIDEWALK SIGN V SIGN INSTALLATION (SIDEWALK AND CURB SECTION) 6' TO 12' SHOULDER E EDGE OF TRAVELED — WAY MW V l CATCH SIGN INSTALLATION (DITCH SECTION) NOTES 1. [kir sign Installation Petal's, see SW. Plan 173 - series. 2. In rural areas, the "V' Height oar! be a !Y!inirriurri of 7 feet for primary signs and 6 feet for the supplemental piagues for greater visibility, as direr -tee by Me engineer. 3 The height Tor signs, with an area of more than 50 square feet and two or more sign supports, is 7 feet in both rural arid urban areas. HEIGHT V RURAL URBAN TO tiOITOPO CE SIGN TO BOTTOM OF ,INO SUPPLEMENTAL SUPPLEMENTAL PLAQUE PLAQUE: IEN REQUIRED) 5° MINIMUM MtNIMI,!M r MINIMUM Fr *SWUM SIGN CLASS A CONSTRUCTION SIGNING INSTALLATION STANDARD PLAN K-80.10-00 SHEFT 1 OF 1 SHF.ET APPROVE.° FOR 511131.1CA NON Ken L. Smith 02-21-07 sINN,CNCM1E1.1erM OAR, 771 WashrnpPon !kr, n•pnr,m•rd eel Tnalop..vilmn BY USA CYFORD 1.1(X2 MIN. ACCELERATION LANE LENGTH -4- OPTIONAL ROTTED EXTENSION UNE NO PASS STRIP ON APPROACH EQUAL TO APPROACH TAPER A DOUBLE CENTERLINE 1YELLOW) (NARROW PATTERN) (OR PAINTED MEDIAN IF LEFT ••*3 OPT/ONAJ. (SEE CONTRACT) 1-16311S ARE PR)NINITED) 1/2 L STEPPING POINT FOR LEF1'.TURN LANE V 'DECELERATION LANE LENGTH , WIDE 1.ANE 1JNE ! L. T. APPROACH TAPER A OPTIONAL DOTTED EXTENSION LINE WHITE EDGE LINE INSIDE RADIUS OF LEFT -TURNING VEHICLE STOPPING POINT! FOR LEFT -TURN LANE OPTIONAL NOTES (SEE CONTRACT) LEFT -TURN CHANNELIZATION TEE INTERSECTION WITH ACCELERATION LANE IOW 5T 5 •- DOUBLE CENTERLINE .YELLOIN1 (NARROW PATTERN) 1. The charinelization shown on this plan assumes optimal roadway geometric design The dimensions may vary to tit existing conditions. See Contract. 2. The channalizatkm shown ori this plan is for a two -ane highway. The :hannelization plan may be used on fourlane undivided highways with the appropriate considerations. 3. Centerline striping an the approach to rjsr channelization shall he No Pass in accordance wilh MUTCD figure 3B-15. Centerline striping on the depanure from raised chenradization shall be determined by en engineering study. 4. Centerline striping on the approach to and departure from painted channelizabon shall be determined by en engineering stUey. 5. Centerline striping on tour -lane undivided highways shall be a douhle centerline. 5. The two Type 2.t.(SL) Traffic Mows shown in the left-om storage lane are optional, but recommended. Arrows may be added for longe- storage lanes or deleted for shorter storage ianes. See Contract Plans. APPROACH TAPER A 1,36.1ITE EDGE UNE WIDE. LANE • 1 • i • CENTERLINE STRIPE (SEE NOTES! EDGELINE INSIDE RADIUS OF 1.FFETTLIRN1N0 VEHICLE APPROACH TAFIER A VARIES - SEE !-*-- CONTRACT PLANS TH15 OIMENSION 15 BASED CN A (2TURN LANE WIDTH OPTIONAL DOTTED • EXTENSION LNE LEFT -TURN CHANNELIZATION TEE INTERSECTION VARIES1;425) ARIES (SEE 1 (SEE CONTRACT"! !CONTRACT) LINE LAN DOUBLE GENDER. LNE (YELLOW) 11,1ARROW PATTERN) R TE EDGE LINE • • OPTIONAL DOTTED !! EXTENSION LINE (BOTH DIRECTIONS) LEFT -TURN CHANNELIZATION BACK-TO-BACK LEFT -TURN LANES •-. DOUBLE CENTERLINE (YELLOW) (NARROW PATTERN) (SEE NOTF.S) LEGEND L = 12° 'iypical lane Wicilh, See Contract. for speci5ed lane widlhs. Type 21 (St.) Traffic Arrow Type 6R (SR) Traffic Arrow CENTF.RLINE ETFVFE POSTED SPEED SO MPH SS MPH APTPROAC TAPER A8 I ENEION 50 MPH 35C 33o 300 612 5.2 45 MPH 217 45' 40 MPH 247 10' 35 MPH 210' 20 MPH 25 MPH 150' 25' 20 MPH 1213 LEFT -TURN CHANNELI TION TEE INTERSECTION AND BACK- CK TURN LANES STANDARD PLAN M-3.30-03 SHEET 1 OF 1 SHEET APPROVED F013 PUEILICATION Pasco Bakotich 111 05-03-11 WE /E5/r.di a1TE Wirohinron SW* D•perrirner. of Irtirsper.3041 174, STOPPING POINT FCR LEFT !URN LANE -r- STOPPiNC POINT FOR _ LEFT TURN LANE SEE CONTRACT FOR LENGTH Cr STOFiAGE LANE 5E -1 1 H , 14 WIDE LANE ITNE APPROACH TAPER E OPTIONAL oroJED EXIENSICN UNE Er• DOUBLE CENTERLINE (YELLOW) - (NARROW PATTERN) LEFT -TURN CHANNELIZATION REDUCED TAPER LENGTHS - SYMMETRICAL WIDENING (FOR LIMITED USE IN URBAN AREAS WITH P0511'13 SPEEDS OF 40 MPH DR LESS) APPROACH TAPER .1 SEE CONTRACT FOR LENGTH CF STORAGE TAME , 50 T 5ty • „ CENFERONE SIN Pr - •Eirr. NO MS DOUBLE (.ENTERUNE trELLOog (NARROW PATIERN) - • • ....... - • • • ...... • • • • • .... • • • • • • • • - • ....• • WIDE LANE LINE OPTIONAL DOTTED EXTENSION UNE WHITE EDOE LINE LEFT -TURN CHANNELIZATION REDUCED TAPER LENGTHS - ASYMMETRICAL WIDENING RIGHT OF CENTER LINE (FOR UM(TE0 USE IN URBAN AREAS WITH POSTED SPEEDS Of 40 MPH OR LESS) SEE CONTRACT- FOR LENGTH oF STORAGE LANE 50 STOPPING POINT FOR LEFT TURN LANE SE CIETILINAL 0O110 CATCNSiON LiNE DOUBLE. CENTERLINE (YELLOW ;NARROW PATTERN) NOTES 1 The channelization shown on this plan assumes optimal roadway geometric: design, The dimensions may vary la fit exisbng conditions. See Contract. The channelization shown on this plan is for a two-lane highway. The channelization plan may be used on four -lane undivided highways with the appropriate considerations. 3. Centerline striping on the appmach to raised char.nelization shall be No Pass in auccrdance with MUTCD figure 3E-15. Centerline striping on the departure from raised channelization shall be determined by an engineering study. 4 Centerline striping ori the approach to and departure from painted uh,annelization shah be datennined by an engineering study. 5. Centerline striping on four lane undivided highways shall be a double centerline. 6 The two Type 2L (SL) Traffic, ArroildS shown 111 the :eft -Wm storage lane are optional, but recommended. Arrows may be added fur lorror storage lanes of deleted far shorter storage lanes. Sr Contract Plans. CENTERLINE STRIPE SEE NOTES JF MARKING A TANTE LANE UNE APPROACHTAPER J WHITE EDGE UNE LEFT -TURN CHANNELIZATION REDUCED TAPER LENGTHS - ASYMMETRICAL WIDENING LEFT OF CENTER LINE (FOR LIMITED USE IN URBAN AREAS WITH POSTED SPEEDS OF 40 MPH OR LESSI LEGEND L 12Typical Lane VvIdth, Sea Contact for specified lane widths. Type 2L (SL) Traffic AOOW SPEED APPROACH i 0 i„„,„ TAPER 1 " G H APTI'acAz1-1 TMEN 1 DiMENSION K 40 MPH lEs' 2T 3201 53' 35 • 123 70 240' 41' 0014014 401 15 the 30' 25 MPH 53' 10' 125' 21' 20 MPH 40' 7* 13' COVITLE CENTER UNE RADIUS = RESPECTIVE H od< OPTIONAL MARKED DECELERATION TAPER (FOR LIMITED USE IN URBAN AREAS) (-:FIETEEXEESS TRIP E LEFT -TURN CHANNEL! TION REDUCED TAPERS STANDARD PLAN M-3.20-02 SHEET 1 Of 1 SHEET APPROVED !-1314'r'1.1W.ICATION Pasco Bakotich 111 06-03-11 Trxrt CC31. ,ndaingIona Skate Ompeleirmat of Ircanporlatien STOPPING POINT FOR LEI -1 TURN LANE. SEE CONTRACT FOR LENGTH OF STORAGE LANE 'METE EDGE ,r LINE 5I4) MAX. TWO-WAY LEFT-TUFIN ETNTERUNE TINONVAY LEFOTURN CENTER ONE !T =NOV ....orOo odor, E UNE DOUBLE CENTERLINE (YELLOW': (1•LARROW PATTERN) TAPER F ri-88 NOTES LEFT -TURN CHANNELIZATION IN TWO-WAY LEFT -TURN LANE WHITE EDGE LINE OTTCPPINO POINT FOR LEFT IIJRN LANE — - — 5EE CONTRACT FOR TENCTO! I OF 510NAGS AN: _ 50 .1 I .7- DOODLE CENTERLINE (YELLOW) ;NARROW PATTERN', TWO,WAY LEFr-TURN LANE TRANSITION so" ! ! CPTIONAL 9C1ITED r EXTENSION JNE 'i'EL LINE WOE LANE IINE C5111111$ CENTERLINE (YELLOW; jPIATIROW PATTERN) LEFT -TURN CHANNELIZATION IN PAINTED MEDIAN ITE EDGE LIN - PAINTER DR PLASTIC. MEDIAN - E1U-- DETAL CENTERLINE STRIPE TSEE NOTES) 0 EST1ON OF TRAFFIC 1. !The channeiiznticri shown on ',his plan assumes optimal roadway geometric design. The dimensions may why to fit exisilng conditions. Soo Contract. 2. Thu channelization shown en this plan i5 for a two-lane highway. The channelization plan may be used on founiane undivided highways wit, 510 opprooliale considerations. Centeointi striping or the approach to raised chennellzetion shot.; be Jr Pass in ar=rdance with MUTCD figure 351,15. Centerline striping on the departure from raised channelizAtion shah he de:ermined by an engineering study. 4 Centerline srliulng or, die approach to arid departure from painted channelizstron shoji be determined by an engineering study. 5. Centerline striping or, founlane undivided highways shall be a double cenierline. G. !The hvo Typo 2L (SL) Traffic Arrows shown in the left -turn storage lane are optionaL but recommended. Arrows may he added for longer storage lanes or deleted for shorter storage lanes. See Contract Pns. POSTED SPEED I .NSION E NIGH SPEED APPROAC.1-1 TAPER CO MPH 55 MPH 1 50 MPH TOO MO' IS 330 150 100 180 ; 270' - 10 MPH LOW SPEED 120' 1 241' 120' 210' 15 MPH r 3 120 ; TOO° 0 MPH 120 1 150 lity 12.0. Can be reduced to a minimum of if,C0; to increase storage capacity. 45 MPH 25 MPH 25 MPH YRU.O/Ni CROSSHATCH YELLOW EDGE LINE MARKING DIRECTION GE TRAFFIC PAINTED OR PLASTIC MEDIAN CUMrO-F 0 LONELTIJIONAL MARKINGS YELLOW EDGE UNE LEGEND L 12Typical Lane 'add,. See Contact for spec ted lane widths. Type. 21_ ISL) Traffc ARCM 0 -WAY LEFT -TURN AND MEDIAN CHANNEL! •TION STANDARD PLAN M-3.40-03 , SHEET PROVE) FOR PLIBL1CAT:ON Pasco Bakofich 111 06-03-11 51.110C.I.O,Loaae-Ok mire Wersh4,21.1, 1'Is D•puolon•nt ol Nurupwr. Fan War WOE LANE UNE EiCYCLE LANE SYMEUL LAYOUT TOTAL MARKING .4,63E/ 7, — 32ot0.. t. LOGE OF hIME LAE.*: did item "ec:e. L.66fl6 Symbor didimiss Bide Lime Pi,,,Nti erid Bike Rider Sydrittril C) 2' it II' Whim Lime Ad-dw de) Hike Ride: Symbril 1" ediirride, EKE RIDER s...ymao.L DETAIL AHEA FT GENERAL Nr.ivi MARKNG 1/E/ 4 .2..5 F.ST,'EFT LANE ARFiCiel DETAIL SSe CT.,Farac;/ k's.WitsVr, znii material reddiderriertia. t BICYCLE LANe SYMBOL LAYOUT STANDARD PLAN ril--01 r.;ViC71 1 ::;1- AON,10vEL F07. PLisLicixtRiN Ken L ,7tvitft 7 0071, f'3,744TO 47 V71:11?(.3.13.,pan 13•Ar.D..3*.klam Vt431,4301411.4, STOP UNE 1E32E. k INE TOrt ROADWAY 22317177217LINE R. 0) 6.; r DI It 2 1 22s / • k 1 1,k \ 1 2 t i i EiNtE UNE SYMBOL DETAIL GENERAL NOTE •.'92e• ex,etrael re( location and material renoirerneres ER10 15 1" SQUAFE2 "R" DETAIL STOP :DEL MPH DT 25 52 FL 110 120 FT 25 150 Fk. ED :225 FL ELL 31X2 71. 5.2 375 Ft 55 1150 SO 252 EL do2 S50 51 0EVIE215•10N5 S5 -CN "ERE APPF122,11./r2TE. SEE:Oki/RACE LANE LINE OR ROADWAY CENTLIPLAILE KEY NOTES LAythrr LAYOUT arAL MARANC, AIREA - teER 25° ruirttE. LANE; los ttr, 1512,F2. STANDARD SYMBOL QT.) Eir.! Hum "Ilabrned Grossini ilichr(1es "X" synitvi, letters, and Mb; t?' when Imon- yerne lines. \Y.) 24' white transverse Itrst (.) Adate Warning :Ilion (riot Included f;tR Oressine Symbol Bid linin) y) 'LciSI012 I. he 125' frOrn the nearest faifIY approximately R feet from RR ;ate, ir prosent. EDGE LINE IT; Tr -1 EAL PAARIETN2I NILEE I1 E12 12 WEIE LANE/ ALTERNATIVE SYMBOL ' I I, I ;I 6 SYMBOL DETAIL 2:PRE 2, 200? -1 RAILROAD CROSSING LAYOUT STANDARD PLAN M-11.10-01 SMELT 1 OP SFIE.177 2\ermovao Rai% PUE1.151F11011 Non L. Smith 0140-07 fl .rmhkzirr, Slcie fl.,r-w.. J IrowyscrrlaNcro tatttIFWALK CCNCRETE rttirritrt / SFIOULCiIR alttEINALX ECI-CtlIt CONCRAFIE fli- OULLTR / 214202222 FTUCROZaKIALK ItAfiAL4E1...t%tt FittuttEttYAY TYPICAL APPLICATIONS rtxte CII C3rIrRitlit GUTTER SHOULRElt ARCA It roR titIOULDERS 2voE FOR aHOULDFRS EA/FR 4 InfaE INSTALL CrioSTANALX UNITE IN — Sh011tDER AREA.3 ONLY WHEN AO:in.:ENT TO A SifiCWAlic OR A Et ERARA'IE WALKWAY (TYR j CROSSWALK TINE EDGE OF PAVEMENT, OR FACE: OF CORR (oATHOOT ril.IrcER) 0EDGE r titflLTTEFI PAR cAretEri THERE IS CUM.] our.felii (TYP.I BIRCV,411...K 22.222t: 2101222222.Titt *22317222 StiOLLDER 1MIN EDGE IF 7iNiF.I.E3 WAY noAnwAy CRP, .7 MAX. (T(P) LANE STTIP JTA Lo.NE LANE DETAIL NOTES I. See the Contract Plans for locations of cmssinalk centerlines. 2 To the maximum ex -tent possiblecurb ramp ttentertir,e should be perpe I-Kilt:altar to the croSSWarnt ceittefIlrie. 3, To the rr.axitnurn extent possible, crosswalks should to perpendicular to vie centerline r.f the trawled way. tt, ETXI2 OF TRAVIILEO WAY I:MOULDER ARE,A ipttIREtt, .tlY-IfST 3, nit't CROSSWALI( LAYOUT STANDARD PLAN M-15.10-01 SHEET 1 OF 1 S-IFE APPRONJ'Ert 709 PUBLICATION Ken 1_. Smith 02-06-07 1.11- 1.Ir WIN 0.1f1IrtlY rva-e. 1,,n0en L. n•par...en, CENTERLINE & LANE LINE EDGE LINE & SOLID LANE LINE NT?ASF 'At tSSC :H NO -PASS LINE & TWO-WAY LEFT -TURN CE NE REVERSIBLE LANE LINE WIDE BROKEN LANE LINE WIDE DOTTED LANE LINE DOTTED EXTENSION LINE DOTTED LANE U N E DOUBLE CENTER SEF. Cf}NT,SAST Fr?R Es »•3 =4 WIDE LANE LINE NE DOUBLE WIDE LANE" UNE SES C.SNIS:ACT FOS LE,SSTk BARRIER CENTERLINE Nets 2. Cage Una shah tat whiffs en Ma agia taiga at traveled way, and yeIh;w on the res.I malt: !saywted way am cr.t-way roadwayas}. stoic Latae tine shah rm a/ a n. The d a:Phan beWeti5 the Ones et :rCEnoabie C€s?•ceeOoa shot tet 12" evarywhere, except at for ienti rth thin^'aZutich rwc.}Sorrow read-- widths ead..wk.1 hs c` lC `artt or imat Lana: ,cane mates) may specify a cry LONGITUDINAL MARKING PATTERNS STANDARD PLAN M-2fl 1O -O2 SYMBOL X LANE t 4' a- - _ TYPE 15 TRAFFIC ARROW 'AREA 0.1.7 : ELLIPSE IP \-• rre :66. is `' \ .9.:•• I Eq .•'ii ..... i MARKING AREA 734 SOFT. TYPE 25R (RIGHT) TRAFFIC ARROW MIRROR IMAGE OF TYPE 2SL TRAFFIC ARROW (SHOWN AT REDUCED SCALE) 4" SYMBOL X LANE CENTERUNE Ei-IJPST: "A" CENTER POINT DE ELLIPSES GEM 15 4' SUOARE MARKINU AREA 7,73 Sari-. - ELLIFSE Axis er ELLIPSE "A:1 AXIS TYPE 25L (LEFT) TRAFFIC ARROW NOTE Use Ihe illmer6ions sliaam on thia pian tar each typn Ti-affir: Arrow being plaserd on roadways with a posttra speed limit ef 40 mph or lower. SYMOCJL X LANE - CENTER POINT OF ELLIPSES GRIT IS 4' riQUARE MARKjNG AREA 1+83 SOFT 1C" ELLI.PEE 'A' ?XS 14 • Er ELLIPSE 'A* AXIS ElJJPSE "A' ELLIPSE -e• 6 47 5 b :0 MARKING AREA 14.03 SQ.FT. JJJ TYPE 3SR (RIGHT) TRAFFIC ARROW MIRROR IMAGE or 7. TT PE 151 TRAFFIC ARROW iSHOP AT REDUCED SCALE) TYPE 35L (LEFT) TRAFFIC ARROW SYMME171ICAL ABDIfT r..ENTERLINE MARKNG AREA 17•P5 SO. Fr. TYPE 45 TRAFFIC ARROW ELLIPSE P415 I St, b T 5 CENTER POINT 0, ELUPSS•ES - ELLIESE "8' AXIS .SXP!i4 AUGUS ?0,07 I E1 '4-t SYMBOL M KINGS TRAFFIC ARROWS FOR LOW SPEED ROADWAYS STANDARD PLAN M-24.40-01 1 Of 7 SI II El 5 APPROVED FOS PUriLISATION Harold J. Peterfeso O541-06 G-74,7,... X Ell VIC, WasKrivor. S•Erg, Kaportmentai T.arviamwrAtm SYMBOL & LANE CENTERLINE 1' - 2" SYMMETRiCAL ABOUT CENTERLINE GRID IS 4' SQUARE MARKING ONNEA 15 58 SOFT CENTER POINT OF ELLIPSES - -.8 ELLIPSE AXIS -- ELLIPSE, -F3AXIS TYPE 75 FFIC ARROW SYMBOL & LANE 4" TYPE 6 TRAFFIC ARROW LANK c. - MARKING AR5.A 15,5450 ET TYPE 6SL CLEFT) TRAFFIC ARROW MANK1888 88LEA 8814 SO FT. TYPE ESF: (RIGNI71 TRAFFIC ARROW MIRROR 1,4t/k22E. OF TYPE I.MIPROPED A7/2T 88IN:TERLiniN (SHOWN &T rErrocm.: DPIRES ALXLIST 5, 20071 SYMBOL MARKINGS T FFIC ARROWS FOR LOW SPEED ROADWAYS STANDARD PLAN M-24.40-01 51IEET 2 OF 2 SHEETS 42F110v0o FOR PufiLiOATION Harold J. Peterfeso 05-31-06 811MIL 117):Icial10.0rn Poi. Depar,rni TronsparIV!on 151A11-.11,3104 1,110,11-1, :14rr. - UNLESS GTHERWSF. CONTP.A.r.7 r 0ELL PP VE,1 SHOOL:00.1-. STOP LINE WHITE OR YELLOW - SEE CONTRACT PLANS kLARIONCi AREA 11.7.1 SO FT. HALF .AitLE MARKER /... EDGE LINE MARKING ANSA r SU,FT CHEVRON OR DIAGONAL I-ULL MILE MARKER CROSSHATCH MARKING W=.13FOR POSTED SPEED LIMIT OF 40 MPH OR LOWER W-,. /2' FOR POSTED SPEED LIMIT OF 45 MPH OR HIGHER AERIAL SURVEILLANCE MARKERS BEN TERUNE JUNCT:Obi BOX, , PULL BOX OR CABLE VAiiLT JUNCTION SOX, PULL BOX CK BLF VALST MARKING AREA 0.56 SO. FT JUNCTION BOX, PULL BOX, OR CABLE VAULT MARKINGS PAvED SHol.P.DER 4' TYP. ; NO'rES 1. If Rumble Strips are pfeSent, install marismg outside cf L' e Rumble Strip CENTERLJNE OF CROSS CUI.vE.FIT s,,es ANGLE 07 CROSS CULVERT / SHO..ILDER /- EDGE LINE 1 , 74 MARKING AREA 1.10 SP.FT. DRAINAGE STRUCTURE INLET DRAINAGE MARKING MARKING ARA - sd SP FT CROSS CUL.VERT SYMBOL MARKINGS MISCELLANEOUS STANDARD PLAN M-24.60-03 SHEFT 1 CF 2 RHFET; APHROVS 0 FOR PUHLICATION Pasco Sakotich III 05-11-11 SIAM ENERNEL4 our lon 514. eparlrnd nt .1 Dan cp• Organ GRID IS 4" SOLJARF, MARKING AREA 4 1A1 512 FT ACCESS PARKING SPACE SYMBOL (MINIMUM) :11,41 I 1 04400 15 4" S.411.0,4+.0 MaPARKII AREA "4 3 N3 P3.1 rr ACCES5 RKSNS SPACE symact (STANCARD .• 0' F 4 4' TOTAL MARKING AREA = 25 44 SC.I.I.°F WHITE EPPE ',O rr BLUE la 55 so FL ACCESS PARKING SPACE SYMBOL (STANDARD) W1T11 BLUE BACKGROUND ANO WHITE BORDER IREE1UIRED FOR CEMENT CONCRETE SURFACE'S) SYLIP—N— LANE SYMBOL MARKING E AHEAD SYMBOL T "! 2 A [1 USE 6 NG ARt.01 ! 400 NIA 1 LE S 45 10 5. 1S 0 Ng) 1 45 MPH OR GREATER ! 01. PE 2 .3" 1 - 61 7 1 LESS THAN AS MP/.1 I 075 SO ET. 2" - 7 1' - 3-1 3' - 0' 3' 0" 45 MPH CR GREATER ! 1013 51.1.400 14, MANKIND AREA 17.04 .170.FT SPEED BLIMP SYMBOL 10' 3 • 47 10 (4) TOTAL MANIUNC AREA - 1149 2,0 F1 we4114 4 CR 51.1.01! 01(2E 6012 SO F11. ACCESS PARKING SPACE SYMBOL (MINIAIUM) WITH GIME BACHCRE1111141 AND WHITE BORDER ?REQUIRED FOR CEMENT CONCRETE SURFA(..ES) YIELG AHEAD 3YY,110L DA 'T ET P3 1511M4470 OF 4 NE LANE S. PT Th -LD LINE SYM(101. :3400.00,0(7 O'mR')!.0 PE0411PED FOR TRA145VERSE 31E50 1.9NE - SEE ((.101 ',.1) SYMBOL RKINGS MISCELLANEOUS STANDARD PLAN M-24.60-03 SHEET 2 GF 2 SHEETS APPROVED FOR PUBLICATION Pasco Bakottch 111 05-11-11 111110K,K.F. InCEA DAT5 Ming bn SF. 50porlmen1 cri T ronsperful kon 5 VEHECE.17 MiEEI. PAW HIEL11.1-SPEED A:TUC...ATONE IRAFF£C LANE •• rWo. I MIK. E EE EE:f kEE.E.DGE ONE LOW !PC TRArEEEEXEE E..0iE.EEE EEETEEEEE:LEEEE EEE.Ef. E E'.'4E7i.g...51PEEEE.FEED kkEEEPEEJC.ES.ETECPE3 PE‘TIEES £ VE.24ECSPV.ECIEE., APPE...ECATECRE; IiEVE.IEEFEE.E7. LANE. :E'rE tr:CLa P.E.EiElEs .4.E.n...Y.E'EATEEES3,1 EEVEEN7 E.:5E:fEFE NOTE 1. Typically, our dines the letter cr rumeral height — minimum, up to ten times — maximum, or according to Rans. :m3,7,.."EsEEEEEEEEEEE LU'? ,I.' PEED APPLICAT100 TRAFFIC LETTER AND HOME L APPLICATIONS STANDARD PLAN M-30.10-01 SIELET E'VE 7 ii.F.E.1ES Al‘ElE'RE7,1117,P ,E(.114 PLEELECOrN Pam, Bakofich HI 06.0341 C.CrA. :ATE V7i1 Wa4t,^0.', tot tra,_:,---sa-raafaaas71 FatTasaattastttata.-a- ..... •t -at a • to •• .... • •:•=•-•: ... -- - --- 7 - 4c..4 -447:444.7-1. MQ ,...1„... IL 177..-:P9 " U AHEAD L.:I,: f‘if..L F.FER Tr; 1.!..AN ry' 4,4444....4444.444.::41.41 Ht.:7a. I LC:TI.ERS 5 DAWN HY. USA. C'eFORD 1L1' iii01.1 'LP:TIERS -- - -- ---- • I.444.4m4.44.4 L • -9 45.44 - tar" tar - Ttt - -- ------ --------- . ----- rj i 4:- .. :::' H r.. 1••••• ,Sr..... NOTE i ... I rr. ' LEI -K:1113 ' IL • '4r4 t.44 -4:44r, 4414-14-44-144244 n44 ------- ------- :44-5M444'44:4'4S444.444444:4444! 4'..4.4:4444:4447,447.4.7--.4.:4 14'44E4 .....7214.4 --- 4- .4 r 1.,--LLCERS DRAWL,: W FERN LIDDEL 1 — I / SIX FOO. I HIG1-1 LETTERS A1140 NUMERAL5 SI-IONN ON A Tmeta oacH scamRiii GroD TEN FOOT HIGH LETTERS SI -10 ON A FIVE. INCH SQUARE GRID FOR USE ON ROA • AVS WITH A POSTED SPEED OF 40 MPH OR LESS /' 1 /Th 1 I-; 1 I xPRE3 di/G1/51 2505.1 TRAFFIC LETTERS AND NUME LS (LOW SPEED ROADWAYS) STANDARD PLAN M-80.30-00 S11EPT 1 CF 1 SHEET APPROVED FOR POHL1O.A NON Pasco Bakotich 0640-08 rAIE OK1E v71 • Viaal1rphpro SR -1• Prpaentor,1 d Trt.cparlefion CITY OF YAKIMA 2014 CITYWIDE STREET RESURFACING PROJECT #2379 SCHEDULE "A" T A 4041.1 AVE .;:rt"-ti4 44 .4 r" n ••9 '7J7 f r•t:•!,.tt 0,0;04 1 . , 440- .........4.40040,....4 441'4,444 ) )*!! 4.11.„ •41.1 2.• ' N, 4 k�74: 4. 4 4, , '44. 4,440•1"21&„!•:',, ARR.4.-" R.! )4 n t.,, :-..-,.. A, -A A -c• A 4 , '!!!! .!!! "'"ed 44" 94 4.4 4 • ??.; • y , . E -.0A, • 5 Ait • "‘"4 xi • 1-0.0 4,10 A .•••• ••• tc•oati• SUMMITv AVE. LIM a" I t., f••1. '# 4 ......r............,•••4•:•,, . • *toe C.• ' .•••••4•2.• 4.01, LINiLOLN AVE. LIWT5 •• AAA tot • •••4;• • -----4 .4 4i 4 0404.44.04-0 11; -4 4 4 4 *;. ',,f.n..t.,•••••••-t• 7,1 •!•• 1:1 I •Zi •••••••••••• •••••• 1 4 4 4 .•!. , A• 4 A AAAAAA.,1 -AA Al A 1 .., A • A At .i '', •••,....t.:-• 4. i''• ,.*. f, 4 , . 4 •• (A-••- •• 1 :itta, ••••.c i•Dt-a p 4 ••'' r •-•-' 444, 4. 4•4•414. At. • 410A 4,111 0 !) T I TON DR . JMT • .1 -• J. 5.1 1, .. . • . -44 -444444 —4—.14 444444• ..-, • -1 411, '- 4 i 14-AARAA 96,, A• •••• A AI A ,,, - •'. 4 • '••"4 t. .r 2! •,• 4,7:•••... f•-, t;i ;••-•-• ' s'• r ••*, •••• 4, 4 4.-- ; ,c4„...«..• •••,,,; :,,,:i Z1, 4•7; •• ' 4 ..7 4 4-444 I 'k— '4•••• •••—r--'4;'''', RR. 0... 4..• : )4,11 a A )11i 4 AA rr , ; 44,44444 -4044 4.1* • • • 0,4 • • .1„„ AA,: ••• .1.*E ...." i Ft' 4. .,•,, 4 A A A .1 • • 1100, • , . • 4 •• 4 -4 41 -L V. L1MITS A 1,4•04, A 1 .4, .4 I !!) •—• .4* • ;•,••• 4 • 4 4 or, • 4 • AAA INDEX SIHE.E.1. I SHEET 2 SHEET 3 5HE.41. 4-5 SHEETS 6-13 SHEETS I4- IS SHEETS 1E015 SHEET 19 SHEETS 20-22 SHEET. 23 SHEETS 24-26 SHEET 27 SHEETS 25-30 SHEET 31 SHEETS 32-37 SHEET 35 SHEETS 39-40 SHEETS 41-44 SHEETS 45-50 SHEETS 51-52 5HELTS 53-54 SHEETS 55-56 SHEETS 57-55 SHEETS 59-62 COVER SHEET; INVEX AND VICINITY MAP SUMMARY OF QUANTITIES TYPICAL ROAD SECTIONS DETAILS 40TH AVE PLAN VIEWS 4046 AVE. SIDEWALK CURB ANT) RAMP NOTES INCOLN AVE. PLAN VIEWS LINCOLN AVE. SIDEWALK CURD AND RAMP NOTE5 SUMMITVIEW AVE. PLAN VIEWS SUMMITVIEW AVE. SIDEWALK CURD AND RAMP NOTES TIETON P. PLAN VIEWS TIETON PR. SIDEWALK CURD AND RAMP NOTES 5. 44TH AVE. PLAN VIEWS 5. 44TH AVE. SIDEWALK CUP.b AND RAMP NOTES NO5 HILL DLVD. PLAN VIEWS NOD HILL bLVD. E 5. 40TH AVE CONCRETE JOINTS E PE -TAILS NOD HILL. BLVD. SIDEWALK CURD AND RAMP NOTES GENERAL TRAFFIC CONTROL PLANS PAVEMENT MARKING 401-I-1 AVE. PAVEMENT MARKING LINCOLN AVE. PAVEMENT MARKING SUMM1TVIEW AVE. PAVEMENT MARKING TIETON DP. PAVEMENT MARKING 5. 44TH AVE. PAVEMENT MARKING NOD HILL BLVD. LEGEND STORM WATER MANHOLE LID SANITARY SEWER MANHOLE LIP cp) DID MANHOLE (1) THIRD PARTY UTILITY COVER X WATER VALVE DOX Cat CATCH DASIN WATER METER BOX N JUNCTION SOX MONUMENT CASE AND COVER HYDRANT APPROVED FOR CONSTRUCTION CITY CF YAKIMA: PATE: 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" #2379 P?EPA PEP U N e "HON OF: COLJrJTY ENGINEER 77--: PROJECT- ENGINEER: •-• ' CHECIEO bri 4 7:• it 777,417994 • V IONS. •• co vER HEET INDEX, VICINITY MAP AND LEGEND SHEET 1 OF 62 SCHEDULE A -SUMMARY OF QUANTITIES ITEM P001 ITEM DESCRIPTION UNITS:. 40TH AVE. UCOLN AVE_ SUMMITMEW AVE. TIFTON DR. ; 44TH AVE. 508 HILL BLVD. TOTAL CIITY c orrtre 4.;:tee, :Ave to Frutvale . E'ivd GROUP 1 3204 Ave la 2410 Are GROUP 2 62n0 Ave 10 5645 Ave -r. GROUP 3 451h Ave Is 401n 1050 141.9tvd to Ave. , Te1c1 Dr. r • GROVE 4 • GROUP 5 48111 Are to 3200 Ave. GROUP 6 GROUPI PREPARATION RO P 4 61401275 GROUF8 1 2 43BLAT1JN REI30120SSSSJT 501012. $IOEWALS 15 S Y L.5 LS 390 270 1.5 L $ 19 L.S • I 50 120 90 440 1.360 3RE-:At:WING CEMENT CONCRETE CLARE LF 1.070 520 160 150 220 050 . 2,950 4 SAWCUT PAVEMENT 5 REMOVING CATCH A :V 1.51 EACH 3.702 0 2.600 5 0 500 14150 10010 0 0 51 0 : 9.750 5 550 0 0 2 760 541 N'T CONG. PEDEST RAN C URa UAL -FACED CEMENT CONC 71445176 )30419 R G 6 PAVEP.ENT REPAIR EXCAVA ' 4.1,1.:.. 9.5 1.323 . 1.290 1 0 220 101822 , 3.631 7 • . AY EXCAVATION r 0 , 0 0 0 3.500 0 1 3.500 STORMSEWER , • : ., 8 CATCH -BASIN TYPE 1 E Ar.;:ei ; G 1 10 0 0 0 1 9 COK.ICRETE INLET 10 DUCTILE IRON STORM ,SEWER PIPE 9 N DiAM EAC'H i 0 i. r i 0 4 0 0 0 0 4 ° .r. 110 . 0 0 0 110 P1051712TRAFFO ARROW P4JNT90W06IANELJNE EACH 28 . 3.555 0 C SURFACING 11 CR USHE o 51.)RFACING BASE COURSE 12 CRUSHED SURFACI.NG TOP COURSE • TON i 410 TON 1 50 800 0 40 * 10 . 140 • 3.TM N. 10 510 50 5,960 : 190 UOU10 ASPHALT 13 *1" -STRIPPING ADDITNE , EST EST. r EST 981 EST 501' . EST 26-0 1 1 476 130 591 122' 1841 4.035 5.263 45'.:, P1.OSTICSTOP LIN E PLASTIC CROSSWALK LINE CEMENT CONCRETE PAVEMENT . 4 CEMENT CONC. PAVEMENT C 9 - 1.6 ... 0 '3 • • • 0 0 0 620 : 620 15 JUST IN TIME TRANING 1.9 15 L.S 15. ; LS 15.1 HOT MIS ASPHALT . • • . • • ' 16 5114102512511717410008 514V0550575Y : 250500; 6.950 9,823 6.5002.000 23,500 74,300 17 PLANNG BITLAINOUS PAVE ME NT fi IN SOPTHj 18 HMA GL. 102110 P064-28 5.5 0 o 0 0 0 , 3.550 TON 7.150 1.3511 1 1.850 1,550 3.250 4 500 3.550 19 650 19 HMA FOR PAVEMENT REPAIR 51.1+21N PG 64-28 TON 400 450 0 50• • 0 400 500 • 105 1 CALC CALC • CALC1 250 1 220 29 HMA FOR PRELEVEINO CL la N. 7(25428 21 JOB MX COWLIANCE 714100 70.4.75TME N7 c.00.c 1 400 4.1,7, GA.. C CALC. 1.000 1... 3.800 1 22 C 0 AFACTC)N PRICE ADAJSTXENT colc.t CALC CALC (1.41.12 00112 12010. 0010. 1 SCHEDULE A -SUMMARY UNIT 40TH AVE. 14e8 IQ F 1,..r11"a`•,.. - OF QUANTITIES (cont. TOTAL. QTY P40S''''"*I'''-e.' 11E14 DESCRIPTION UCOLN AVE. 1•:',11 'A' ' 2401 Ale, • SUMMITSIEW AVE. ' 60 A.e Icr 56.th Ave TIE TON DR. 421f. ,*,,e'4•4).7 Aie 44TH AVE. iNOB HILL BLVD. 1 rro6 64* 5'c Is I 4610 Ave Is 3ZrAd -,etx Or Ave GROUPI 25600P2GROUP RO P 4 61401275 GROUF8 TRAFFIC E NT CONC. TRAFFIC CURB AND GUTTER 125110E077 CONC. TRAFFIC 01209 L.F 1.51 550 520 550 0 0 2 760 541 N'T CONG. PEDEST RAN C URa UAL -FACED CEMENT CONC 71445176 )30419 L.F 1. F 430 240 332 0 0 40 0 75 1 SSC 0 0240 1.5.541 27 74010T11940 LF 21502 ., 2550 16 502, 65003 28 29 P1051712TRAFFO ARROW P4JNT90W06IANELJNE EACH 28 . 3.555 0 C 1 • . 156 13 j 1 41 0 11150 36 5 Xr0 30 31.... 37 ,'LAS ELINE 16 6301.1 95 .._.._ 0 129 26-0 1 1 476 130 591 122' 1841 4.035 5.263 45'.:, P1.OSTICSTOP LIN E PLASTIC CROSSWALK LINE 1 F 5 F 550 90 0 • . 130 71087(0 TRAFFC LETTER PROJECT TF APORAR y 714.07516) 009011401. EAC 81 L.5 S .1.5 8 0 . ... L 5 0 L.5 1,‘ c L S 1.5 8 1 T RARY PAVEMENT MARKING 1 28,257.510 70, i 95)2 3.000 99,73) 7.5.920 PER MANE. wr 5*NING 15 15. 1.5 12 • 15 15 OTHER ITEMS EACH • . ze • a 7 • - 4 I 0 1 . 1, - FRAME AN') GRATE FOR CATCH BASINS ADJUST CATCH BASIN 39 40 ADJUST VALVE BOX ADJUST MANEKXE ACH 07,1-I 26 a . 34 18 14 • 5 27 6I 23 7 7 30 ADJUST METER 005 00 42 43 ADJUST ..1UNCTON SOX ADAJST 610 Nat NT CA E AND COVE R EACH 50010 3 19 0 0 _ 4 E 10 44 45 PLUG016. E XISTING PFPE CEACNIT CONIC. SIDEWALK EACht. 0 i 4 59 100 15 41 (5 3 45 41 95 4 425 45 C ,• C CUR TYPE PARALLEL A EACH 17 4 4 63 .................. 15 47 C.', 0 UR . TYPE PARALLELS EACH. 7 C€NE105120510 CU14BR3M7TYPE4A 6012441 la 5 o. 49E6E10FG0, 50 . 1 B RA/1,1. TYPE PERPENDC:6 R A ...... ......._...........................................................______ ._ 12858001 5010) CURD RAMP TYPE 550GLE DR ECT.z.',N A EACH EACH 2 . 1 0 0 24 0 0 1 0 e 1 5112558901(3090) DRIVEWAY EN7RANCETYPE 25 '(0 7. 11 0 0 541 52 53 DETECTABLE WARNINGSURFACE R0AD9V466L4VE10143 5 E86 0.5" i . L.5 ;i 19 1 L.S 1.5 15 ............................ 15 1.8 120 . ......... 5.4 55 PROPERTY RESTORATION FOR CHANGE 957 CALC EST CALC EST EST, CALC 1 CA,C T 00112 057 EST ........ CAL.: CA:.0 56 P C LAN 15 15 L5 1.5 19 LS L 5 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE #2379 PREPAREC) UNPE THE D1RECTION OF: COUNTY ENGINEER PROJECT ENGINEER: Or.,16:1:1v • F.:Cc; ORAWN: rON:r C9-lEGKE0 Dr: 5. 0.124193121593 SUMMARY OF QUANTITIES SHEET 2 OF 62 111 0 cr, 4 'or 5' 10 10 •,6 710 6 0 EXISTING CURD_ AND GLITTER HMA OVERLAY TO MATCH CURB ELEV. 17.04 HMA OVERLAY THIC3+4.NF.5.5 0.20 Al CENTERLINE lIMA OVERLAY 17.V4.k -EXISTING ASPHALT PAVEMENT SURFACE 0.00 AT 12' FROM CURD* G EXTENTS I 5' AT CURB LINE TYPICAL SECTION NT5 40TH AVENUE-. B.C.P. TO STA. 75+251 II' FROM D.O.P. TO STA, 224001 SUMMITVIEW AVE. B.C.P. TO E E.Q.P. NOD HILL BLVD. B.O.P. TO STA. 26+33+ NOD HILL tiLvr). STA. 29+351 TO E.O.F. HA OVERLAY TO MATCH CURB ELEV. HMA OVERLAY THICKNESS 0.20' EXISTING CURD AND GUTTER 0.15HMA WEARING COURSE 0,35' HMA BASE COURSE - 0.75' CRUSHED SURFACING BASE COURSE EXISTING CURD AND GUTTER EXISTING ISLAND WITH CURBING " • NG CURB ITER iMA OVERLAY TO MATCH CURB ELEV, HMA OVERLAY TK04NE.55 0.20' 1-77,71,;-±7-1;ZZ:3;ZZ Z270 —EXISTING ASPHALT PAVEMENT 5LIZ=AGE 0.15, FULL WIDTH EXTENTS TYPICAL SECTION NTS 40TH AVENUE STA. 75t7.5/ TO E ROADWAY EXCAVATION LIMIT EXISTING, 0Ljb AND CUTTER HMA OVERLAYTHICKNESS 0.15' AT CENTERLINE_ HMA OVERLAY i0 EXISTING ASPHALT PAVEMENT SURFACE TYPICAL S ION NTS 5 44TH AVENUE 5 0 P TO STA 17,90,z HMA OVERLAY TC MATCH OURS ELEV. EXISTING CURE AND GUTTER kik 0.00' AT 10' FROM C.I.J5 EXISTING CURD AND GUTTER HMA OVERLAY TO MATCA-1 CUP5 FLEV. 10 .0' HMA OVERLAY THICVNESS 0.15 AT CENT EPLINJE —HMA OVERLAY 10.0° ASPHALT PAVEMENT SUPFAC.E 0.00' AT 10' FROM CURD XTENT 5 0' AT CURB LINE TYPICAL SAY727/0Ar NT5 LINCOLN AVENUE 5 0 P TO E.Q.P. T1ET0N DR. 5.0.P. TO E.O.P. 5. 441-0 1749Q1 TO 27.4401 0.50' CONCRETE PAVEMENT EXISTING CURB J AND GLITTER EXISTING SASE \VEXISTING CURS AND SUTTER N4G ASPHALT PAvEmENT SURFACE GRINE) 0.50' FULL WIDTH TYPICAL SECTION NTS E.XISTING AND GUTTER NOS HILL DLVD. STA. 264-351 TO 5TA. 29t38±, SLOPE=VAQIES 5. 40TH AVE I 50't NORTH AND AND SOU'1H OF NOS HILL SL VD, C.L, * SLOPE,r2ch 0.15' HMA WEARING COURSE 0.35' HMA BASE COURSE - 0.75' CRUSHED SURFACING SASE COURSE EXISTING CURD AND GUTTER ROADWAY EXCAVATION LIMIT . . - • .•.- • -. EXISTING ASPHALT PAVEMENT .51,1WF ACE TYPICAL SECTION NTS 5. 44 TH AVENUE 22+401 TO E.O.P. EXISTING CLRS AN:3 GUTTER 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE ',4" #2379 OF: Yt t1 S t qr• A 7. ,--,k3G/LEC T EN:C7iNE-3E..-3e4 GHECKEG REV15,CN: TYPICAL ROAP 5ECTION5 PETA /L5 SHEET 3 OF 62 .J GLASS 3000 CEMENIT CONCRETE FULL DEPTH OF SECTION irs /2" Pi AGE AND COMPACT CRUSHED SURFACING TOP (JOUR SE 2" CLASS "EY ASPHALT UTILITY ADJUSTMENT •••• ASPHAi. T PAVFME:IN T 'I‘' ii://;.'..../...'••*:/:....;;•!'-7/:4:•/*:5:::: •••• • 1.7. • b„ GROUT ALL JOINT S •• bASE. COURSE 1. WITH NON: -GYPSUM GROUT. ••• \*:\ K" !•'\ \I . '. 45° ENDS TYPICA - FOP OF PAVEMENT " YELL04V TRAFFIC DELINEATOR POST TYP. 20TYPICAL -1 Tr T5P'. 10" WIDE DUAL FACED GEMENT CONCRETE TRAFFIC CU R5 PER WSDOT STD. PLAN E I O.I 2-02 MEDIAN CURB DETAIL NTS N. 40TH AVE 5TA blt5 TO STA 62+84 N. 40TH AVE STA PA 30 TO STA f..55t15 .4.1111f F MANHOLE DIRECTION OF TRAFFIC HINGED MANHOLE COVER ORIENTATION NTS EXISTING PAVEMENT - DEPTH VARIES ASPHALT CONCRETE PATCH LIMITS SLOPE 2% AP -'LY CCS- SANE) TO SEAL THE SURFACE JOINTS APPLY CGS- I TO EDGES OF REPAIR SECTION ANP TO SURFACE OF CONCRETE, IF OVERLAYED. COMPACTED EARTH HMA CL. /2" PG b4-25 @ 1.5 TIMES DEPTH OF EXISTING ASPHAL T 0.5' MIN. (COMPACTED DEPTH IN 2 EQUAL LIFT) MACEC) DEPTH) T CONCRETE SURFACING PATCH DETAIL Nis 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" #2379 Pr.,OJEC T. EIVC-4NEER: WIWOOM CHEGKEP PETA1L..5 (1) SHEET 4 OF 62 CE.MENT CONCRETE SIDEWALK RAMP TYPE 4A 318' EXPANSION JOINT (SEE SID. PLAN F-3,3 10) SIDEWALK MAJOR STREET 2f, MAX / CEMENT CONCRETE SIDEWALK SECTION • RATIIIJS POINT or CURB RETURN CE ME N I CONCIIt, I L: FIE DES IRIAN CURB 2' 0' ..cri,yee; DETECTA8IF WARNING PATTERN (SEE DETAIL) PLAN VIEW SIDEWALK RAMP TYPE 4A LAYOUT TOP (Jr ROADWAY GEMPNT CONCRETE CU , CUTE FR (SEE NOTE 4? CEMENT CONC SI:LEV/ALE/ / MAW' Nu Ft .1 C. ANDING , T 3/8- EXPANSION JOINT (SEE 511) PLAN F 30 101 _ r LANDING 1- w w cc 0 z CIJRFI, 0l CURB ANI) GUI IIJ4 CEMENT CONCREEE PEDESTRIAN CDP111 (SEE STD PLAN F-4:0 1'21 7- - DI I L1 I AI31 I WARNING MIFF RN (ST 1)1'1 All ) SECTION (B) FI USH CEMENT C0NC RAMP TOP OF POMMAY DLPRLSSTO CL1145 & 11 Lk (SE I:. Nor I 4 NOTES 1. This layout is used to providc access to a single crosswalk parallel to the major street. The bid item "Cement Conc. Sidewalk Ramp Type 4A" does not include the adjacent Curb (or Curb Gutter), the Sidewalk, or the Cement Conc. Ped estrian Curb, 2 Ramp slopes shall not be steeper than 1211:1V. 3. Avoid placing drainage structures, junction boxes or other obstructions in front of ramp access areas. 4 Curb & Glitter is shown, see the Contract Plans for the curb design specified See Standard Plan f•10.12-02 for curb delays See Sid. Plan" --3C.10-02 for sidewalk joint placernein and details. 5 The bottom of he ramp shall have a level area (not in excess of 2% in any direction), 4' 4', SECTION A RAMF' © @.) A 0 CO @ PLAN v77, D A B D MIN. I MAX. 1 515" 2 3:8' 112 1/16' 314/ //4 TIES PATTERN AREA SHALL ELEVATION BE YELLO'N IN COLOR DETECTABLE WARNING PATTERN DETAIL TOP OF ROADWAY DEPRESSED CURB & GUT TER (SEE' NOTE 4) ISOMETRIC VIEW CURB TYPE 4A DETAIL (nts) 5F.D CONC. PirOPO!".?EP CONC. INLET -**** H.M.A. IFY MIN. COVE SHED SUPT2ACINS TOP COL.R5E )IAM. C.I. PIPE STORM DRAIN INSTALLATION (nts) SAWCUT CR NEAREST JOINT REMOVE CUP, AND GUTTER AS NECESSARY TO REPLACE FRAME AN) GRATE REPLACE FRAME ANC/ GRATE EMCVE EXISTING GUTTER PAN .41 5' 5` CURB REPLACEMENT @ CATCH BASINS (nts) 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" # 23 79 PPEPAP.Ef) UNDER THE DIk'EGTION OF: COUNT E NGINEER PATE: 0.0 • . PQ0JFC r ENGINEE A • ; PRA WN: VI.5C4// .• CHE CKE 13 Y: PETAIL5 (2) SHEET 5 OF 62 @ ADJUST MANHOLE LID TO GRADE e ADJUST VALVE BOX TO GRADE GRIND EXISTING PAVEMENT (0.15 DEPTH) 0 REMOVE EX. CB FRAME t GRATE. INSTALL NEW FRAME t GRATE (E) REMOVE EX. CB FRAME HOOD t GRATE. INSTALL NEW FRAME t GRATE ONLY FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. SIDEWALK/ CURB/ RAMP MODIFICATION, SEE SHEET 14 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" #2379 PREPARED' UNDER THE DIRECTION OF: 0 7 '7 F.:- 116/ *.\! k /34 ...7/4/19 , '\ PROJECT ENGINEER: ROBERT LOCHMILLER DRAWN: CHECKED BY: D. KINCAID R. LOCHMILLER t2EVISION1 ‘.. N. 4077-1 AVENUE 8.0.P. TO 5TA. 20+00 SHEET 6 OF 62 Q: \Civil 3D projects\R City of Yakima 2014 Overlay \Schedule A \schedule_A_DWG TO PDF SHEETS.dwg, 40 th(1), 3/11/2014 9:2+50 AM GRIND EXISTING PAVEMENT (0.15 DEPTH) @ ADJUST MANHOLE TO GRADE ADJUST VALVE BOX TO GRADE e ADJUST MONUMENT TO GRADE 0 REMOVE EX. CB FRAM t GRATE. fra FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH INSTALL NEW FRAME t GRATE SIZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. SIDEWALK/ CURB/ RAMP MODIFICATION, SEE SHEET 14 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" #2379 PREPARED' UNDER THE DIRECTION OF: (»'! 7 '7 F.:- 116/ *.\! k /3.47Z : ../"/J9 , '\ PROJECT ENGINEER: ROBERT LOCHMILLER DRAWN: CHECKED BY: D. K INCAID R. LOCHMILLER REVISION1 ‘.. N. 4077-1 AVENUE .STA. 20+00 70 5 TA. 30+00 SHEET 7 OF 62 Q: \Civil 3D projects\R City of Yakima 2014 Overlay \Schedule A \schedule_A_DWG TO PDF SHEETS.dwg, 40 th(2), 3/11/2014 9:26:01 AM ir N. 40TH AVENUE LEGEND FULL DEPTH PAVEMENT REMOVAL GRIND EXISTING PAVEMENT (0.15 DEPTH) ADJUSTMENT NOTES eADJUST VALVE BOX TO GRADE ADJUST MONUMENT TO GRADE REPLACEMENT NOTES 0 REMOVE EX. CB FRAME t GRATE. INSTALL NEW FRAME E GRATE CONSTRUCTION NOTES Sexie FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. ri7t SIDEWALK/ CURD/ RAMP MODIFICATION, SEE SHEET 14 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" #23 79 PREPARED' UNDER THE DIRECTION OF: 0 Y N U*.\! /34 ...7/4/19 , '\ PROJECT ENGINEER: ROBERT LOCHMILLER DRAWN: CHECKED BY: D. KINCAID R. LOCHMILLER REVISION1 N. 40Th1 AVENUE .STA. 30+00 70 .STA. 40+00 SHEET 8 OF 62 Q: \Civil 3D projects\R City of Yakima 2014 Overlay \Schedule A \schedule_A_DWG TO PDF SHEETS.dwg, 40 th(3), 3/11/2014 9:26:06 AM ()REMOVE EX. CB FRAME GRATE. INSTALL NEW FRAME e GRATE GRIND EXISTING PAVEMENT (0.15 DEPTH) lea FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. n SIDEWALK/ CURB/ RAMP MODIFICATION, SEE SHEET 14 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" #2379 PREPARED' UNDER THE DIRECTION OF: 0 7 '7 F.:116/ *.\! k /34 ra: ...7/4/19 , '\ PROJECT ENGINEER: ROBERT LOCHMILLER DRAWN: CHECKED BY: D. K INCAID R. LOCHMILLER REVISION ‘.. N. 40TH AVENUE STA. 40+00 TO .5 TA . 50+00 SHEET 9 OF 62 Q: \Civil 3D projects\R City of Yakima 2014 Overlay \Schedule A \schedule_A_DWG TO PDF SHEETS.dwg, 40 th(4), 3/11/2014 9:27:06 AM N. 40TH AVENUE iTItNIIIIIP 4 12' 12' 51.00 52.00 53.00 1111:,x, f LEGEND FULL DEPTH PAVEMENT REMOVAL GRIND EXISTING PAVEMENT (0.15' DEPTH) REPLACEMENT NOTES °REMOVE EX. CD FRAME 4 GRATE. INSTALL NEW FRAME e GRATE E> REMOVE EX. C5 FRAME HOOD GRATE. INSTALL NEW FRAME E GRATE ONLY CONSTRUCTION NOTES 12 6 12' iex#FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. [Ti SIDEWALK/ CURB/ RAMP MODIFICATION, SEE SHEET 14 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" #2379 PREPARED' UNDER THE DIRECTION OF: , '\ PROJECT ENGINEER: ROBERT LOCHMILLER DRAWN: CHECKED BY: D. KINCAID R. LOCHMILLER t2EVISION1 N. 40TH AVENUE .STA. 50+00 70 .STA. 60+00 SHEET 10 OF 62 Q: \Civil 3D projects\R City of Yakima 2014 Overlay \Schedule A \schedule_A_DWG TO PDF SHEETS.dwg, 40 th(5), 3/11/2014 9:27:11 AM N. 40TH AVENUE LEGEND FULL DEPTH PAVEMENT REMOVAL GRIND EXISTING PAVEMENT (O. 15 DEPTH) A*, gg ADJUSTMENT NOTES 0 ADJUST MONUMENT TO GRADE f 12' 48' 12' t 48' CONSTRUCTION NOTES 1 12' 12' 64400 t Wx#' FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. IT SIDEWALK/ CURB/ RAMP MODIFICATION, SEE SHEET 14 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" #23 7 9 PREPARED' UNDER THE DIRECTION OF: 0 Y /34 ...7/4/19 , '\ PROJECT ENGINEER: ROBERT LOCHMILLER DRAWN: CHECKED BY: D. K INCAID R. LOCHMILLER REVISION ‘.. N. 4077-1 AVENUE STA. 60+00 TO 5TA. 70+00 SHEET 11 OF 62 Q: \Civil 3D projects\R City of Yakima 2014 Overlay \Schedule A \schedule_A_DWG TO PDF SHEETS.dwg, 40 th(6), 3/11/2014 9:27:16 AM I 21 111 1 2' moo • -- N. 40TH AVENUE 0 * NKNO . 0* LJJ 12' 0* LEGEND ADJUSTMENT NOTES REPLACEMENT NOTES FULL DEPTH PAVEMENT REMOVAL @ADJUST MANHOLE TO GRADE @REMOVE EX. CB FRAME E GRATE. e E ADJUST VALVE BOX TO GRADE INSTALL NEW FRAME GRATE GRIND EXISTING PAVEMENT (0.15' DEPTH) 73100 7 7 5IW FOR LA O CONSTRUCTION NOTES ;Mg 0 0 (it N #'0' FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. SIDEWALK/ CURB/ RAMP MODIFICATION, SEE SHEET 14 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" #2379 PREPARED' UNDER THE DIRECTION OF: , '\ PROJECT ENGINEER: ROBERT LOCHMILLER DRAWN: CHECKED BY: D. KINCAID R. LOCHMILLER REVISION1 N. 40TH AVENUE *STA. 70+00 70 .STA. 79+00 SHEET 12 OF 62 Q: \Civil 3D projects\R City of Yakima 2014 Overlay \Schedule A \schedule_A_DWG TO PDF SHEETS.dwg, 40 th(7), 3/11/2014 9:27:21 AM T X. TRAFFIC, ISLANDS 4tog.filx,mgestisx • .„ 0 REMOVE EX. CD FRAME GRATE. INSTALL NEW FRAME E GRATE Wx#' FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. GRIND EXISTING PAVEMENT (0.15 DEPTH) 71 SIDEWALK/ CURB/ RAMP MODIFICATION, SEE SHEET 15 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" #23 79 PREPARED' UNDER THE DIRECTION OF: 0 7 '7 F.:- 116/ *.\! k /34 ...7/4/19 , '\ PROJECT ENGINEER: ROBERT LOCHMILLER DRAWN: CHECKED BY: D. KINCAID R. LOCHMILLER t2EVISION N. 4077-1 AVENUE .STA. 79+00 TO E.O.P. SHEET 13 OF 62 Q: \Civil 3D projects\R City of Yakima 2014 Overlay \Schedule A \schedule_A_DWG TO PDF SHEETS.dwg, 40 th(8), 3/11/2014 9:27:26 AM 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" #2379 7; 1 411 if:11111 i I 1) LY. 4; (:)C4.11111 f 1. 4,*(;zic SIDEWALK, CURB & RAMP NOTES 40TH AVE (1) SHEET 14 OF 62 7. ••:•.. A \ f NOT,fr, SIDEWALK, CURB & RAMP NOTES 4. _ Q- Q., ,-; •, _ ,.. , „ ... q.? , '''..-' - • a , c q.- - , ., .. , ..".1 %-• NOTE.. THE 1:111ST NUM3ER Ci' F.- ' Q.1 4 L., o or "CODE DESIGNATION* REFERS TO 1H1 SHEET .:". •-- , ,N, .,_ CI ••• ,L, . N ,,:....; t... / , ' ,, ' - ".F.2 (".7 - '' ..... NUMB0ER or THE CON1RAC1 u 5' 0 (..1) PLANS. 11-11 SECOND ? •??. . NUMBER REFERS TC) THE 0 . .- i---. - •-: SIDEWALK/CURB NUMBER. 4-, F.,../ .". 4.., 4.- is 7 : ‘-.. , ,‘., NOTE: APPROX. QUANTITIES NECESSARY TO REMOVE AND CONSTRUCT SIDEV.,'AL< AND CURB IMPROVEMENTS VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOV4. ACTUAL QUANTITIES MAY VARY, PAYMENT ,.‘;`11.1. BE BASED ON FIELD MEASUREMENTS. ROAD STATION 01F. S.Y. L.I. EON L.E. L.F. I .F . L.F. 5.Y. EACH EACH EACH EACH EACEICACH S.Y. S.Y. S.F. Comment"; 6 •1. 40TH 12+10 RT 12.2 77 7 22 17 2.8 6 7 40TH 17.F60 . 81 11.7 21 2 21 . 17 2.2 6 3 40TH 14+90 RT 6.0 6.0 8 REMOVE/REP _IR PERF'NDlCU1 AR RAMP PO • • C I ONLY ANL) 'STALL DE TECTABFE ', RNING SUREACE 6 -4 401H [5130 81. 6.0 6.1.I 8 REMOVE/REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSIALL DETECTABLE WARNING SURF ACE 6 -5 40TH 15+30 LT 9.4 17 1 17 17 6 -6 40TH 15+80 LT 9.4 17 1 17 17 1 6 -7 10TH 17-+10 RT 6.0 6.0 8 REMOVE/REPO R PERPENDICULAR RAMP PORTION ONLY AND INSTALL DETECTABLE_ WARNING SURFACE 6 .8 40TH 17+50 RT 44.4 80 D 8u 15 5.5 1 24 6 -9 40TH 19+75 RT 8.3 15 15 83 7 -10 401H 22+10 RT 12.4 15 2 15 50 1 7 -11 40TH 22*60 LT 106 19 2 19 17 7 -12 40TH 254-30 LT 9.4 17 1 17 17 7 -13 40TH 25+75 IT 16.9 23 2 23 22 7 11 101.H 26480 RE 9.4 17 1 17 17 8 15 40TH 35+10 LT 9.4 17 1 1/ 17 • • • 8 -16 40TH 35.170 Li 9.4 17 1 17 17 1 8 ' 4018 35+10 RT 10.4 15 2 15 4.5 8 .18 40TH 35+70 RT 9.4 17 1 17 17 . 19 • 40TH 48140 LT 15.0 77 2 77 . 16 9 20 40TH 49+00 RT 6.0 6.0 8 REMOVE/RI:POUR PERPENDICULAR RAMP PORTION ONLY ANO INSTALL 01 EECTABLE WARNING SURFACE 10 71 40TH 55+40 1.1. 0.4 17 1 17 17 10 22 40TH 55+ 90 LT 14.3 11 2 12 1.0 .23 4018 55+90 RT 6.0 * 6.08 REMOVE/REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTALL DETECTABLE WARNING SURF ACE 11 74 4014-4 61180 RT 11.0 20 2 20 16 • 11 25 10TH 62+ 20 RT 11.0 70 2 70 16 17 26 4411H 61...35 11 11 150 INSTALL EXTRUDED CURB IN (461(1-8 01 6040 11.) ELIMINATE 1.1.11 TURN MOVEMENTS 12 . .27 40TH 74+90 LT 5 15 41.1 1 NSTALL NEW RAMP AND SIDEWALK 1.0 BUS STOP 12 28 101H 26+10 LI 9.4 1/ 1 17 17 12 .2940TH 76+00 RT 6.0 • 6.C' A ICULAR RAMP PORTION ONLY AND INS VALI, DcrEcrAE-31:;1* WARNING SURFACE* REMOVE/RU(2'JF PERPENDICULAR . Totals for this sheet 798.8 458 39 458 322 150 105.6 13 5 2 0 1 1 24 0 48 0 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" #2379 7; 1 411 if:11111 i I 1) LY. 4; (:)C4.11111 f 1. 4,*(;zic SIDEWALK, CURB & RAMP NOTES 40TH AVE (1) SHEET 14 OF 62 7. ••:•.. A \ f NOT,fr, SIDEWALK/ CURB & RAMP NOTES NOTS: THE FIRST NUMBER OF 'CODE DESIGNATION REFERS 10 THE SHEET NUMBER OF THE CONTRACT PLANS. THE SECOND NUMBER REFERS TO THE SIDEVVALK/CURB NUMBER. . , ., . ,d ,,-. , A,.. ., . .„::. . - cS - , ' .- •4., .._\ .ci• . . . . ' CI kt, NOTE: APPROX. QUANTITIES NECESSARY 70 REMOVE AND CONSTRUCT SIDEWAK AND CURB , ‘4_, )MPROVEMENTS. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. ACTUAL - QUANTITIES MAY VARY, PAYMENT WILL BE BASED ON FIELD MEASUREMENTS. ROAD STATION OFF. S.Y. L.F. TON L.F. L.F. L.F. L.F. S.Y. EACH EACH EACH EACH EACH EACH S.Y. 5.Y. 5.F. Comments 13 30 40TH 79+50 LT 6.0 6.0 8 REMOVE/REPOUR PERPENDICULAR RAMP PORTION ONLY ANC) INSTALL DETECTABLE WARNING SURFACE 13 -31 40TH 79+95 LT 6.0 6.0 8 REMOVE/REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTALL DETECTABLE WARNING SURFACE 13 -32 40TH 79+50 RT 9.4 17 1 17 17 13 33 40TH 80+70 RT 9.4 17 3 17 46 17 9.3 1 CONVERT PAINTED TRAFFIC ISLAND TO A RAISED TRAFFIC ISLAND 13 -34 40TH 83+00 LT 9.4 17 1 17 17 . . 13 -35 40TH . 83+85 LT 9.4 17 1 . 17 17 13 -36 40TH 84+00 RT 6.0 6.0 8 PERPENDICULAR RAMP PORTION ONLY AND INSTALL DETECTABLE WARNING SURFACE 13 -37 40TH 84+50 RT 6.0 6.0 8 .REMOVE/REPOUR REMOVE/REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTALL DETECTABLE WARNING SURFACE 13 -38 40TH 84+30 LT 170 85 13 -39 40TH 84+70 TT 11.0 20 2 20 16 13 -40 40TH 85+05 LT 11.0 20 2 20 16 1 13 -41 40TH 87+30 LT 6.0 6.0 8 REMOVE/REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTALL DETECTABLE WARNING SURFACE . . . . . . Totals for Uns sheet Totals 89.6 778 10 108 45 100 . 85 . 39.3 4 2 0 0 0 0 0 0 40 0 0 388.4 736 49 566 46 422 235 144.9 17 7 2 0 1 1 24 0 88 0 0 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" #2379 • • COUNTY ENGINEER DATE: PRC),I.FCr EN(.31NER• H. LOCHMLLLER DRAWN. D. KINCA(i) CHECKED AY: FT 1 OCHi'vTILLER RITVISION: SIDEWALK, CURB & RAMP NOTES 40TH AVE. (2) SHEET 15 OF 62 3D het) il, AV,...A.10(NA%vitsvoi GRIND EXISTING PAVEMENT (0.10 DEPTH) ADJUST MANHOLE LID TO GRADE ADJUST VALVE BOX TO GRADE e ADJUST MONUMENT TO GRADE REMOVE EX. CB FRAME E GRATE. INSTALL NEW FRAME GRATE e REMOVE EXISTING C. INSTALL NEW CONCRETE INLET IN CURB LINE AND AVOID PLACING AT BOTTOM OF NEW CURB RAMP. e ABANDON AND PLUG EXISTING 12 IN. PIPE. INSTALL NEW IN. DUCTILE IRON STORM PIPE BETWEEN NEW CONCRETE INLETS. Wgie FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. SIDEWALK/ CURB/ RAMP MODIFICATION, SEE SHEET 19 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" #2379 PREPARED' UNDER THE DIRECTION OF: 0 7 '7 F.:- 116/ *.\! k /34 ...7/4/19 , '\ PROJECT ENGINEER: R013ERT LOCHMILLER DRAWN: CHECKED 13Y: D. K INCAID R. LOCHMILLER REVISION ‘.. LINCOLN AVENUE SOP .5TA. 0+00 TO 5TA. 10+00 SHEET 16 OF 62 QACivil 3D projects\R City of Yakima 2014 Overlay \Schedule A \schedule_A_DWG TO PDF SHEETS.dwg, Lincoln (1), 3/11/2014 9:31:51 AM •• • • @ ADJUST MANHOLE LID TO GRADE e ADJUST VALVE BOX TO GRADE GRIND EXISTING PAVEMENT (0.10' DEPTH) REMOVE EX. CB FRAME HOOD e GRATE. INSTALL NEW FRAME e GRATE ONLY e REMOVE EX. CB. INSTALL NEW TYPE I CB IN CURB LINE. CONNECT EXISTING PIPES. Wgie FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. SIDEWALK/ CURB/ RAMP MODIFICATION, SEE SHEET 19 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" #2379 PREPARED' UNDER THE DIRECTION OF: 0 7 7 F.:1\167 k /34 ...7/4/19 , '\ PROJECT ENGINEER: R013ERT LOCHMILLER DRAWN: CHECKED BY: D. IC INCAIV R. LOCHMILLER REVISION1 LINCOLN AVENUE *STA. 10+00 70 5TA. 20+00 SHEET 17 OF 62 QACivil 3D projects\R City of Yakima 2014 Overlay \Schedule A \schedule_A_DWG TO PDF SHEETS.dwg, Lincoln (2), 3/11/2014 9:32:58 AM .111$211.,4: GRIND EXISTING PAVEMENT (0. ICY DEPTH) ()ADJUST MANHOLE LID TO GRADE e ADJUST VALVE BOX TO GRADE ADJUST MONUMENT TO GRADE ()REMOVE EX. CB FRAME t GRATE. INSTALL NEW FRAME E GRATE SIZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. #'04' FULL DEPTH PAVEMENT REMOVAL APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH IT SIDEWALK/ CURB/ RAMP MODIFICATION, 5EE SHEET 19 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" #2379 PREPARED' UNDER THE DIRECTION OF: 0 7 7 F.:1\167 k /34 ...7/4/19 , '\ PROJECT ENGINEER: R013ERT LOCHMILLER DRAWN: CHECKED BY: D. KINCAID R. LOCHMILLER t2EVISION1 LINCOLN AVENUE .STA. 20+00 70 E.O.P. SHEET 18 OF 62 QACivil 3D projects\R City of Yakima 2014 Overlay \Schedule A \schedule_A_DWG TO PDF SHEETS.dwg, Lincoln (3), 3/11/2014 9:33:03 AM S1DEWA K CURB , RAMP NOTES NOTE: THE FIRST NUMBER OF "CODE DESIGNATION REFERS. TO THE SHEET NUMBER OF THE CONTRACT PLANS. THF SECOND NUMBER REFERS TO THE SIDEWALK/CURB NUMBER. - c.,.. ,.. . c.7 * • • . cL, (-.., --4, -I,.. • 4,... 4....., 7 . - . . NOTE: APPROX. QUANTITIES NECESSARY TO REMOVE AND CONSTRUCT SIDEWALK AND CURB IMPROVEMENTS. VERIFY LOCATIONS WITH ENG I NEER PRIOR TO REMOVAL ACTUAL CWI lUANTITiE5 MAY VARY, PAYMENT LL BE BASED ON FIELD MEASUREMENTS. ROAD STATION OFF. 5.Y. L.F. TON L.F. L.F. L.F. L.F. 5.Y. EACH EACH EACH EACH E.4CH EACH 5.Y. S.Y. 5.E. Comments 16 -1 LI NCOLN 00+05 RT 8.2 19 1 19 15 16 -2 LI NCOLN 00+60 RT 5.6 19 1 19 15 1 16 -3 LINCOLN 3+25 RT 5.6 19 1 19 15 16 -4 LINCOLN 3+75 RT 5.6 19 1 19 15 16 -5 LINCOLN 4+80 RT 28.2 32 3 32 13.315 . REPLACE DAMAGED SIDEWALK AND DRIVEWAY 16 -6 LINCOLN 7420 RT 5.6 19 1 19 15 16 -7 LINCOLN 7+60 RT 5.6 19 1 19 15 17 -8 LINCOLN 10+00 RT 5.6 19 1 19 15 17 -9 LINCOLN 10+50 RT 5.6 19 1 19 15 17 -10 LINCOLN 13+25 LT 15.0 27 2 27 17 4.7 17 -11 LINCOLN 13425 RT 10.5 25 2 25 17 1 17 -12 LINCOLN 13+40 RT 5.5 19 1 19 15 17 -13 LINCOLN 16+50 RT 5.6 19 1 19 15 17 -14 LINCOLN 17+10 RT 5.6 19 1 19 15 4 . . 18 -15 LINCOLN 18+00 RT 16.7 2 16.7 . REPLACE DAMAGED SIDEWALK 18 -16 LINCOLN 20+00 RT 5.6 19 1 19 15 18 -17 LINCOLN 20+30 RT 38.9 19 3 19 15 33.3 1 REPLACE DAMAGED SIDEWALK 18 -18 LINCOLN 21-425 RT 16.7 2 16.7 REPLACE DAMAGED SIDEWALK 18 -19 LINCOLN 23+25 RT 5.6 19 1 19 15 18 -20 LINCOLN . 23+70 RT 5.6 19 1 19 15 18 -21 LINCOLN 26+40 LT 32.1 30 4 30 28 11.2 18 -22 LINCOLN 254-40 RT 16.3 22 2 22 29 ' i 1 INSTALL PARALLEL B IN EXISTING LANDSCAPE BUFFER 18 -23 LINCOLN 27+00 RT 6.9 15 1 15 15 1.7 1 RAMP SIDEWALK ON 24TH AVE. DOWN TO BOTTOM OE RAMP (8.3% MAX) Totals for this sheet 26'/.3 436 35 436 331 0 97.6 4 1 0 0 0 16 15 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE '1A'1 #2379 PHM;L:M Etv'C'VNFIcri: LOCHM. L CHECKED BY: H. LOC:, fM/1. R VISVN: SIDEWALK. CURB & RAMP NOTES LICOLN AVE. SHEET 19 OF 62 0.00 12' 54' SUMMITVIEW AVENUE 1 12' 1 12' 54' LEGEND FULL DEPTH PAVEMENT REMOVAL GRIND EXISTING PAVEMENT (0.15' DEPTH) ADJUSTMENT NOTES gADJU5T MANHOLE LID TO GRADE e ADJUST VALVE BOX TO GRADE O. ADJUST METER BOX TO GRADE * Y .(5) * 8-.00 REPLACEMENT NOTES REMOVE EX. CB FRAME t GRATE. INSTALL NEW FRAME t GRATE • ....XX.: • • • • • • • • • • • • • • • • • • • • • • • • •• •••• •• • K CONSTRUCTION NOTES 20' b2' 4#' It' FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. IT SIDEWALK/ CURB/ RAMP MODIFICATION, SEE SHEET 23 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" #2379 PREPARED' UNDER THE DIRECTION OF: 0 7 7 F.:- 116/ *.\! k /34 .7-7,.././ 9 / '\ PROJECT ENGINEER: R013ERT LOCHMILLER DRAWN: CHECKED BY: D. KINCAID R. LOCHMILLER REVISION1 ‘.. 5UMMITVIEW AVENUE SOP .5TA. 0+00 TO 5TA. 10+00 SHEET 20 OF 62 4 10:05:30 AM QACivil 3D projects\R0 City of Yakima 2014 Overlay \Schedule A \schedule_A_DWG TO PDF SHEETS.dwg, Summtvie 4 W.; 12' 12' 54' wI 16+00 2 SUMMITVIEW AVENUE * 1 12' 12' LEGEND FULL DEPTH PAVEMENT REMOVAL GRIND EXISTING PAVEMENT (0.15' DEPTH) 54' ADJUSTMENT NOTES REPLACEMENT NOTES @ADJUST MANHOLE LID TO GRADE O. REMOVE EX. CB FRAME t GRATE. (0 t GRATE ' ADJUST VALVE BOX TO GRADE INSTALL NEW FRAME 18.00 I 4 4 40 * CONSTRUCTION NOTES #'0' FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. SIDEWALK/ CURD/ RAMP MODIFICATION, SEE SHEET 23 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" #2379 PREPARED' UNDER THE DIRECTION OF: 0 7 7 F.:- 116/ /34 ...7/4/19 / '\ PROJECT ENGINEER: ROBERT LOCHMILLER DRAWN: CHECKED BY: D. KINCAID R. LOCHMILLER t2EVISION1 ‘.. 5UMMITVIEW AVENUE .5 TA . 10+00 TO 5TA. 20+00 SHEET 21 OF 62 4 10:06:32 AM QACivil 3D projects\R0 City of Yakima 2014 Overlay \Schedule A \schedule_A_DWG TO PDF SHEETS.dwg, Summtvie GRIND EXISTING PAVEMENT (0.15DEPTH) 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" #2379 PREPARED' UNDER THE DIRECTION OF: 0 7 '7 F.:- 116/ *.\! k /34 ...7/4/19 , '\ PROJECT ENGINEER: ROBERT LOCHMILLER DRAWN: CHECKED BY: D. K INCAID R. LOCHMILLER REVISION1 ‘.. 5UMMITIVEW AVENUE .STA. 20+00 70 E.O.P. SHEET 22 OF 62 4 10:06:37 AM QACivil 3D projects\R City of Yakima 2014 Overlay \Schedule A \schedule_A_DWG TO PDF SHEETS.dwg, Summtvie SIDEWALK CURB & RAMP NOTES ,. .,. _,..--,? , _c,..• r.. .:, ..,0 . '•.. )A ., .L., ....,,°.‘.- :-.:, •-.—,.1.,-, ,. ' S , C. .., s, \sc : '5, , 4: . 4, 4.,41 Q, .c.:- -.. A. • . . ' 4 6, ,e- e, ,,. .:, , ,,,,, , , , , _ , ,• „7,3- c.,5,- ,;:.i. : Y - ;N •,',N '''''' '• ? % ,Z; NOT1.111- FIRST NUMBIR OF -, -..• - :.'' --.. Nr '',7 • .S SN'' (001 DESIGNATION DESIGNATION REFERS . ,,''- 45.' -":•• k.., L kr k,.., , . . . . . TO TI•ir.. SHEET NUMBER OF TIII:. •,.• c• () 'Z. ' NOTE.. APPROX. QUANTITIES NECESSARY TO REMOVE AND CONSTRUCT SIDEWAIK AND CURB 0 0 '-, 49 (9 CONTRACT PLANS. nit: (.., (.., . . , . (' , ,.. ,:.. --.. .,. SECOND NUMBLR REFERS TO 6 ,. -, ,.. IMPROVEMENTS. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMAL. ACTUAL .. 4....‘, t_' -'-r • =:‘...-7 z', =.c, ..‘7,; "z- •\ .0. % ,.? - .,:.•?' • %- i - PIE SIDEWALK/CURB NUMBER. .. • 4k, (.. (... ,... QUANTITIES MAY VARY, PAYMENT WILL BE BASED ON FIELD MEASUREN1ENTS. L• (...) C., ROAD STATION OFF. S.Y. LF. TON LF. L.F. L.F. L.F. 5 Y. EACH 5ACI-1 EACH EACH EACH FACIi S.Y. S.Y. S.F. Comment!, 20 -1 SUMMITVIEW 0. 20 LT 6.06.0 8 REMOVE/REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTAI I. DETE.C1ABLE WARNING SURFACE 20 -2 SUMMITVIEW 0 -80 . LT 6.0 0.0 . 8 REMOVE/RL POUR PERPENDICULAR RAMP PORTION ONLY AND INSTALL DETECTABLE WARNING SURFACE 20 -3 SUMMITVIEW 2+25 RT 5.6 19 1 19 151 70 -4 SUMMITVIEW 2485 RT 5.6 19 1 19 15 1 20 -5SUMMITVIEW 4+80 RT 5.6 19 1 19 15 20 •6 SUMMITVIFW 5+30 RT 5.6 19 1 19 15 21 -7 SUMMITVIEW 4 1405 LI 5.6 19 1 19 15 21 -8 SUMMITVIEW 15+50 T 5.6 19 1 19 15 . .- Totals for this sheet 45.6 114 6 114 0 90 12.0 0 0 0 0 0 - 6 0 0 16 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" #2379 Of: 01,71tVN. KI '1r rfy: 11 d (10 hilL Lk 11 Vi.;,*()1\1 • SIDEWALK. CURB & RAMP NOTES SUMMITVIEW AVE. SHEET 23 OF 62 "••••••••!.........Kie.••••••••••••••••••••••t, K... • • GRIND EXISTING PAVEMENT (0.10 DEPTH) ADJUST MANHOLE LID TO GRADE ADJUST VALVE BOX TO GRADE €) ADJUST JUNCTION BOX TO GRADE WK#' FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT FM' 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. n SIDEWALK/ CUR/ RAMP MODIFICATION, SEE SHEET 27 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" #2379 PREPARED' UNDER THE DIRECTION OF: 0 Y /*\! /34 ...7/4/19 , '\ PROJECT ENGINEER: R013ERT LOCHMILLER DRAWN: CHECKED BY: D. KINCAID R. LOCHMILLER REVISIOM TIETON DRIVE 13.0P. TO 5TA. 10+00 SHEET 24 OF 62 QACivil 3D projects\R City of Yakima 2014 Overlay \Schedule A \schedule_kDWG TO PDF SHEETS.dwg, Tieton2 (1), 3/11/2014 10:14:16 AM • GRIND EXISTING PAVEMENT (0.10 DEPTH) ADJUST MANHOLE LID TO GRADE ADJUST VALVE BOX TO GRADE e ADJUST MONUMENT TO GRADE WK#' FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT FM' 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. n SIDEWALK/ CUR/ RAMP MODIFICATION, SEE SHEET 27 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" #2379 PREPARED' UNDER THE DIRECTION OF: (F...)1\17 /74 , '\ PROJECT ENGINEER: R013ERT LOCHMILLER DRAWN: CHECKED BY: D. KINCAID R. LOCHMILLER t2EVISION1 ‘.. TIETON DRIVE .5 TA . 10+00 TO 5TA. 20+00 SHEET 25 OF 62 QACivil 3D projects\R City of Yakima 2014 Overlay \Schedule A \schedule_kDWG TO PDF SHEETS.dwg, Tieton2 (2), 3/11/2014 10:16:33 AM €) ADJUST MANHOLE LID TO GRADE 8 ADJUST VALVE BOX TO GRADE GRIND EXISTING PAVEMENT (0.10 DEPTH) 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" #2379 PREPARED' UNDER THE DIRECTION OF: 0 7 '7 F.:- 116/ *.\! k /34 ...7/4/19 , '\ PROJECT ENGINEER: R013ERT LOCHMILLER DRAWN: CHECKED BY: D. KINCAID R. LOCHMILLER t2EVISION1 ‘.. TIETON DRIVE .STA. 20+00 TO E.O.P. SHEET 26 OF 62 Q: \Civil 3D projects\R City of Yakima 2014 Overlay \Schedule A \schedule_A_DWG TO PDF SHEETS.dwg, Tieton2 (3), 3/11/2014 10:16:38 AM 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" #2379 Pi-40.11'Cr FP;(*PAIEET?: LC.I.Ct-h1QLE VIS (ON SIDEWALK. CURB & RAMP NOTES TIETON DR. SHEET 27 OF 62 34 711,', r N.DTt, SIDEWALK CURB & ,RAMP NOTES NOTE: ThIE FIRST NUMBLR 01.5IbNA I ION THE SHLE f OF TliE PLANS. Thif REFERS 0 0 .,. 44., % , /-... (..7 .tn 4+4 C., 2 ... 0 t, ..:,.. ,c, • . „ . .• c.. -R c'..,- . ,. ii • ,' ,.. . , ,. 0 ••:, A`. .,, g 1';:* ' -i • '' ' . d'. ' ' ‘••• ' V / .i s S :..."' Q.: L.s „ , q -,17 k../ l../ li • 2 2 „ * 14., ,-, .0 , NOTE: APPROX. QUANT TS NECESSARY TO REMOVE AND CONSTRUCT 5!DEW/ALK AND CURB ,..., iMPROVEMENTS. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. ACTUAL : --' c- ,2 (.:,‘-. QUANTITIES MAY VARY, PAYMENT WILL BE BASED ON FIELD MEASUREMENTS, U F "LOW.. Rh. FENS TO NUMBER CONTRACT SECOND NUMBER TO THE SIDE-WALK/CURB NUMBER. ROAD STATION OFF. S.Y. I..F. TON L.F. L.F. L F. L F. 5.Y. EACH EACH EACH EACi I EACH EACH 5.Y S.Y. S.F. Comments 24 -1 111 TON 0+80 LT 6.0 15 1 15 24 -2 TIETON 0+80 Rr 9.4 17 1 17 17 24 -3 TIETON 31.50 LT 10.3 15 2 1S 4.3 24 -4 TIETON 4+00 LT 11.0 20 2 70 16 24 -5 TIETON 6470 LT 9.4 17 1 17 17 24 -6 TIETON 7+30 LT 9.4 17 1 17 17 25 -7 TIETON 10+20 LT 9.4 17 1 17 17 25 -8 TIETON 10+70 LT 11.0 20 2 20 16 25 -9 TIETON 10+20 RT 9.4 17 1 17 17 1 25 -10 TIETON 10+70 RT 11.0 20 2 20 16 25 1 TIETON 18+35 LT 16.6 2 B.3 8.3 REPLACE DEPRESSED SIDEWALK AND DAMAGED DRIVEWAY . . . . • . • • • . • Totals for this sheet 112.9 175 16 175 0 3.33 0 12.6 5 3 2 0 0 0 8 0 0 0 0 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" #2379 Pi-40.11'Cr FP;(*PAIEET?: LC.I.Ct-h1QLE VIS (ON SIDEWALK. CURB & RAMP NOTES TIETON DR. SHEET 27 OF 62 34 711,', r N.DTt, S. 44TH AVENUE 081 (0* 20' I 0' t 40' 11.10 16+00 20' 40' 10' 1 ss 174,00 50' 11 aiim LEGEND ADJUSTMENT NOTES REPLACEMENT NOTES GRIND EXISTING PAVEMENT (0.10' DEPTH) E)ADJUST MANHOLE LID TO GRADE O.REMOVE EX. CB FRAME E GRATE. E ADJUST VALVOX TO GRADE INSTALL NEW FRAME t GRATE )E B ROADWAY EXCAVATION 1e400 10' CONSTRUCTION NOTES 10' 10' 4 #'x#FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 b FT BY b FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. 71. SIDEWALK/ CURB/ RAMP MODIFICATION, SEE SHEET 31 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" #23 79 PREPARED' UNDER THE DIRECTION OF: 0 ...1;".17 /7.4 / '\ PROJECT ENGINEER: R013ERT LOCHMILLER DRAWN: CHECKED BY: D. KINCAID R. LOCHMILLER t2EVISION1 .5 4477-/ AVENUE 8.0.P. TO 5TA. 20+00 SHEET 28 OF 62 Q: \Civil 3D projects\R City of Yakima 2014 Overlay \Schedule A \schedule_A_DWG TO PDF SHEETS.dwg, 44th(1), 3/11,2014 10:25:24 AM 0 0 0 2 10' S. 44TH AVENUE 38' LEGEND • •••• •• . 26000 GRIND EXISTING PAVEMENT (0.10' DEPTH) ROADWAY EXCAVATION 24+00 IH! ADJUSTMENT NOTES 0 ADJUST CATCH BASIN TO GRADE ADJUST MANHOLE LID TO GRADE e ADJUST VALVE BOX TO GRADE REPLACEMENT NOTES 0 REMOVE EX. CB FRAME t GRATE. INSTALL NEW FRAME E GRATE 2E5+00 29+00 EOM 25 • • .:....•••••5, 0 0 CONSTRUCTION NOTES SIDEWALK/ CURB/ RAMP MODIFICATION, SEE SHEET 31 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" #2379 PREPARED' UNDER THE DIRECTION OF: 0 7 7 F:1167 /74 ra: 9 , '\ PROJECT ENGINEER: R013ERT LOCHMILLER DRAWN: CHECKED BY: D. KINCAID R. LOCHMILLER t2EVISION1 .5 4477-/ AVENUE 5 TA. 20+00 70 5 TA. 30+00 SHEET 29 OF 62 QACivil 3D projects\R City of Yakima 2014 Overlay \Schedule A \schedule_kDWG TO PDF SHEETS.dwg, 44th 35' - 0 g LEGEND GRIND EXISTING PAVEMENT (0.10' DEPTH) ROADWAY EXCAVATION S. 44TH AVENUE g Ea 52+00 35' ADJUSTMENT NOTES ADJUST MANHOLE LID TO GRADE 8 ADJUST VALVE BOX TO GRADE 0 55+00 40' 54 4 * tn g 75 1- 0 ev. 39' 0 0 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" #2379 PREPARED' UNDER THE DIRECTION OF: 0 7 '7 F.:- 116/ k /34 ...7/4/19 / '\ PROJECT ENGINEER: R013ERT LOCHMILLER DRAWN: CHECKED 13Y: D. K INCAID R. LOCHMILLER t2EVISION1 ‘.. .5 4477-/ AVENUE 5 TA. 30+00 70 E.O.P. SHEET 30 OF 62 1/2014 10:26:40 AM Q:\C:v:I 3D projects\R0 City of Yakima 2014 Overlay \Schedule A \schedule_A_DWG TO PDF SHEETS.dwg, SIDEWALK/ CURB & RAMP NOTES NOTE: THE FIRST NUMBER DESIGNATION THE SHEET OF THE PLANS. THE REFERS N.- 2.. , 4Z) Ci - 6--:- ..,, c., .., . , 4., . - NOTE: APPROX. QUANTITIES NECESSARY TO REMOVE AND CONSTRUCT SIDEWALK ;IAD CURB IMPROVEMENTS. VERIFY LOCATIONS WITH EfIGINEER PRIOR T0 REMOVAL. ACTUAL QUANTITIES MAY VARY, PAYMENT ',,../ILL BE BASED ON FIELD MEA5URELIEV5. OF 'CODE REFERS TO NUMBER CONTRACT SECOND NUMBER TO THF SIDEWALK/CURB NUMBER. ROAD STATION OFF. S.Y. L.F. TON L.F. L.F. L.F. L.F. 5:Y. EACH EACH EACH EACH EACH EACH 5.Y. 5.Y. 5.F. Comments 28 -1 44TH 17+40 LT 9.4 17 1 17 17 29 -2 44TH 17+40 RI 9.4 17 1 17 17 29 -3 44TH 18+45 LT 5_6 5.0 I REPLACED DEPRESSED 5IDEWAt_K 29 -4 44TH 22+50 LT 41.0 35 5 35 35.0 29 -5 44TH 23+10 LT 35 35 REPLACE DAMAGED CURB, GRADE TO DRAIN TO CATCH BASIN 29 -6 44TH 22+50 RT 22.2 40 3 40 34 2.8 7 PROVID1-7 5LANDING BETWEEN RAMPS 29 -7 44TH 29+50 LT 15 15 REPLACE DAMAGED CURB, GRADE TO DRAIN TO CATCH BASIN Totals for this sheet 87.6 159 10 159 0 68 0 43.4 4 1 0 0 0 0 0 0 0 0 0 • 3 — •rr (-Jr c•••• 'Or 0,2. 2.3.11 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" #2379 COUNTY ENGINEER C r 1-N6 INC EH: ff 00-01 I E R VC? AWN: 0 Kir.,C A) CH[ (_K1 BY: LOCBMILLER !it:: VISION. SIDEWALK. CURB & RAMP NOTES 44TH AVE. SHEET 31 OF 62 GRIND EXISTING PAVEMENT (0.15 DEPTH) 0 ADJUST MANHOLE LID TO GRADE 0 ADJUST VALVE BOX TO GRADE 0 ADJUST JUNCTION BOX TO GRADE 0 REMOVE EX. CB FRAME t GRATE. INSTALL NEW FRAME GRATE 5IZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. tt'x#FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH HT SIDEWALK/ CURB/ RAMP MODIFICATION, SEE SHEET 35 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" #23 79 PREPARED' UNDER THE DIRECTION OF: (»'! 7 '7 F.:- 116/ *.\! k /3.47Z : ../"/J9 , '\ PROJECT ENGINEER: R013ERT LOCHMILLER DRAWN: CHECKED 13Y: D. KINCAID R. LOCHMILLER t2EVISION1 ‘.. NOS HILL L3LV12 TO 5TA. 10+00 SHEET 32 OF 62 Q: \Civil 3D projects\R City of Yakima 2014 Overlay \Schedule A \schedule_A revised basemap.dwg, Nob Hill (1), 3/12/2014 6:37:31 AM 12' 124 45' 80' t 42:444.{.4.44444 LEGEND FULL DEPTH PAVEMENT REMOVAL * GRIND EXISTING PAVEMENT (0.15 DEPTH) NOB HILL BLVD 12400 * • 1'l 1.1 ADJUSTMENT NOTES REPLACEMENT NOTES @ ADJUST MANHOLE LID TO GRADE (7) REMOVE EX. CB FRAME GRATE. E> ADJUST VALVE BOX TO GRADE INSTALL NEW FRAME GRATE ADJUST JUNCTION BOX TO GRADE CONSTRUCTION NOTES V." iex#' FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. [Ti SIDEWALK/ CURB/ RAMP MODIFICATION, SEE SHEET 38 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" #23 7 9 PREPARED' UNDER THE DIRECTION OF: Cx 0 7 7 F.:1\167 k /74 ra: ...7/4/19 , '\ PROJECT ENGINEER: ROBERT LOCHMILLER DRAWN: CHECKED BY: D. KINCAID R. LOCHMILLER REVISION1 NOS HILL L3LV12 .5TA. 10+00 TO 5TA. 20+00 SHEET 33 OF 62 Q: 3D projects\R City of Yakima 2014 Overlay \Schedule A \schedule_A revised basemap.dwg, Nob Hill (2), 3/12/2014 6:39:03 AM GRIND EXISTING PAVEMENT (O. 15 DEPTH) GEMENT CONCRETE PAVEMENT (SEE SHEET 38) 0 ADJUST MANHOLE LID TO GRADE Cj) ADJUST VALVE E:PDX TO GRADE ADJUST MONUMENT TO GRADE 0 REMOVE EX. C5 FRAME t GRATE. INSTALL NEW FRAME t GRATE *'x#' FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT 13Y 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. n SIDEWALK/ CURB/ RAMP MODIFICATION, SEE SHEET 35 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" #23 79 PREPARED' UNDER THE DIRECTION OF: 0 7 '7 F.:- 116/ *.\! k /34 ...7/4/19 , '\ PROJECT ENGINEER: R013ERT LOCHMILLER DRAWN: CHECKED BY: D. KINCAID R. LOCHMILLER t2EVISION1 ‘.. NOS HILL BLVD .STA. 20+00 TO 5 TA. 30+00 SHEET 34 OF 62 Q: \Civil 3D projects\R City of Yakima 2014 Overlay \Schedule A \schedule_A revised basemap.dwg, Nob Hill (3), 3/12/2014 6:39:08 AM 0 0 4 kr) 0 0 400 100' gigggigTeggligiggigig * It 12' 31r00 12' Ta" LEGEND FULL DEPTH PAVEMENT REMOVAL wtt 12' 12' GRIND EXISTING PAVEMENT (0.15' DEPTH) v. 53' NOB HILL BLVD 4 4, Si 33.00 ADJUSTMENT NOTES CONSTRUCTION NOTES g. ADJUST MANHOLE LID TO GRADE e ADJUST BOX TO GRADE @ADJUST MONUMENT TO GRADE #'x#' FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. HT SIDEWALK/ CURB/ RAMP MODIFICATION, SEE SHEET 38 FOR DESCRIPTION 0 0 0 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" #23 79 PREPARED' UNDER THE DIRECTION OF: g.I.K 0 g\lig-gig-k /7.4 III: , '\ PROJECT ENGINEER: R013ERT LOCHMILLER DRAWN: CHECKED BY: D. KINCAID R. LOCHMILLER t2EVISIONK NOS HILL L3LV12 STA. 30+00 TO .STA. 40+00 SHEET 35 OF 62 Q: \Civil 3D projects\R City of Yakima 2014 Overlay \Schedule A \schedule_A revised basemap.dwg, Nob Hill (4), 3/12/2014 6:39:16 AM EB 12' 1 12' LEGEND FULL DEPTH PAVEMENT REMOVAL GRIND EXISTING PAVEMENT (0.15' DEPTH) NOB HILL BLVD 42 1.1 EB 55' 47+00 ADJUSTMENT NOTES €)ADJUST MANHOLE LID TO GRADE €)/ ADJUST VALVE BOX TO GRADE e ADJUST MONUMENT TO GRADE cr; cs - • • CONSTRUCTION NOTES tit 44 WK#' FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT FM' 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. n SIDEWALK/ CUR/ RAMP MODIFICATION, SEE SHEET 39 FOR DESCRIPTION 0 0 1-1 45. 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" #2379 PREPARED' UNDER THE DIRECTION OF: 0 7 7 ft 116/ /34 7t: ...7/4/19 / '\ PROJECT ENGINEER: R013ERT LOCHMILLER DRAWN: CHECKED BY: D. KINCAID R. LOCHMILLER t2EVISION1 NOS HILL L3LV12 .STA. 40+00 TO .STA. 50+00 SHEET 36 OF 62 Q: 3D projects\R City of Yakima 2014 Overlay \Schedule A \schedule_A revised basemap.dwg, Nob Hill (5), 3/12/2014 6:39:23 AM 0 51.00 12 1 2' 5 • ...Z...,;;;" •••*!.. 52 * NOB HILL BLVD s 54+0 54150 I • "Ne 52 • S 40TH AVE. 5EE 5HEET 34 5EE 5HEET 34 LEGEND FULL DEPTH PAVEMENT REMOVAL GRIND EXISTING PAVEMENT (0. IV DEPTH) ADJUSTMENT NOTES REPLACEMENT NOTES (D ADJUST CATCH BASIN TO GRADE €) ADJUST MANHOLE LID TO GRADE ADJUST VALVE BOX TO GRADE CEMENT CONCRETE PAVEMENT (SEE SHEET 36) REMOVE EX. CB FRAME t GRATE. INSTALL NEW FRAME t GRATE CONSTRUCTION NOTES #' FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 b FT ESY b FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. Fl SIDEWALK/ CURB/ RAMP MODIFICATION, 5EE SHEET 39 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" #2379 PREPARED' UNDER THE DIRECTION OF: 0 _.11'.17 /7.4 , '\ PROJECT ENGINEER: R013ERT LOCHMILLER DRAWN: CHECKED BY: D. KINCAID R. LOCHMILLER t2EVISION1 NOS HILL BLVD .STA. 50+00 TO E.O.P. SHEET 37 OF 62 Q: 3D projects\R City of Yakima 2014 Overlay \Schedule A \schedule_A revised basemap.dwg, Nob Hill (6), 3/12/2014 6:39:26 AM LONGITUDINAL JOINTS AT LANE EDGES MIDDLE OF LANES 5-6* 2.0HMA TRANSITION] 6.0.± TYP. TRANSVERSE JOINTS EXISTING CURS AND GUTTE H.M.A. TYPICAL JOINT DETAIL SAWED GROOVE -WIDTH I/4" -SEE STD. SPEC 5-05.3(5)5 EXISTING, H.M.A. LONGITUDINAL AND TRAVERSE JOINTS 7 , NOB HILL BLVD ....... • • **** TYPICAL JOINT PATTE GRIND 0.15 DEPTH SAWCUT b" DEPTH 6" EXISTING H.M.A. 2' 2" 20' H M . A . TRANSITION DETAIL MA TCHL INE 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" #2379 PREPARED' UNDER THE DIRECTION OF: 0 7 7 F.:- 1\16-/ *.\! k f3A ...7/4/19 I" '\ PROJECT ENGINEER: R013ERT LOCHMILLER DRAWN: CHECKED 13Y: D. K INCAID R. LOCHMILLER REVISION NOS HILL EL V12 AND 5. 40TH AVE CONCRETE JOINTS AND DETAILS SHEET 38 OF 62 Q: 3D projects\R City of Yakima 2014 Overlay \Schedule A \schedule_A revised basemap.dwg, ConcreiE joints, 3/12/2014 6:39:33 AM 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" #2379 COUNTY ENGINEER DATE: f. r'i-k ).11-.1.-; LIVCiLNEELL. LO(hLLLC? ()HAWN: 1). KfAILA11) CHEL3K170 011: FL LOCLIMILLER VS10 SIDEWALK, CURB & RAMP NOTES NOB HILL BLVD. SHEET 39 OF 62 CR..VR.,1 R, %RR R ERR. 0f RA..., .RR 14 tRo,RWRS,.R.R.ittiR. S.thre,IL SIDEWALK, CURB & RAMP NOTES NUTE: TH FIRST NUMBER DESIGNATION TO THE SHEET THE CONTRACT THE SECOND REFERS TO THE NUMBER. 4i. (.-, • . ••,.. ' , . * . R k., . „ _ 4..,- /., o ':1 ' • .,. -E 7 _ - NOTE: APPROX. QUANTITIES NECESSARY TO REMOVE AND CONSTRUCT SIDEWALK AND CURB IMPROVEMENTS. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL ACTUAL QUANTITIES MAY VARY, PAYMENT WILL BE BASED ON FIELD MEASUREMENTS. OF "CODE REFERS NUMBER OF PLANS. NUMBER SIDEWALK/CURB ROAD STATION OFF. S.Y. L.E. TON L.F. 1 1 L L.F. L.F. 5.Y. EACH EACH EACH EACH EACH EACH 5.Y. 5.Y. S.F. Comments 32 -1 NOB HILL 1+40 LT 11.1 20 2 20 17 1,7 32 -2 NO13 HILL 2+10 LT 11.1 20 2 20 17 1,71 32 -3 NOB HILL 1+40 RT 11.1 20 2 20 17 1,7 . . . 32 -4 NOB HILL 2+10 RT 11.1 20 2 20 17 1.7 32 -5 NOB HILL 9+80 RT 9.4 17 1 17 11 . . . 33 -6 NOB HILL 10+30 RT 9.4 17 17 . 33 -7 NOB HILL 10+50 LT 3.3 3.3 REPLACE DAMAGED SIDEWALK 33 -8 NOB HILL 13+10 LT 11.1 20 2 20 5.1 33 -9 NOB HILL 134 10 RT 6.0 6.0 8 REMOVE/REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTALL DETEC1 ABLE WARNING SURFACE 33 -10 NOB HILL 14+50 LT 20.7 15 3 15 14.7 33 -11 NOB HILL 14+50 RT 9.4 17 1 17 17 33 -12 NOB HILL 14+85 RT 9.4 . 17 1 17 17 • 33 13 NOB HILL 17+40 RT 9.4 17 1 17 17 33 14 NOB HILL 1/495 BT 9.4 17 1 17 17 34 15 NOB HILL 20+10 RT . 11.0 20 2 20 16 • • • 34 -16 NOB HILL 2050-.4 RT 11.0 20 2 20 16 34 -17 NOB HILL 21+15 LT 9.4 17 2 17 17 34 -18 NOB HILL 21+60 LT 9.4 17 1 17 17 34 -19 NOB HILL 24+1.0 IT 9.4 17 1 17 17 . 34 20 NOB HILL 24+60 LT 6.0 6.0 8 REMOVE/REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTALL DETECTABLE WARNING SURFACE 34 -21 NOB HILL 24+30 RT 9.4 17 1 17 • 17 34 -22 8013 HILL 24+/0 81 9.4 1/ 1 17 17 34 -23 NOB HILL 27+50 LT 9.4 17 1 17 17 34 -24 NOB HILL 28+25 LT 6.0 18 1 18 34 -25 NOB HILL 27+50 RT 9.4 17 1 17 17 34 26 NOB HILL 28+25 RI 9.4 17 1 1/ 1/ 35 -27 NOB HILL . 34+15 LT 11.1 20 2 20 17 1.7 • 35 28 NOB HILL 34+60 I.T 13.9 25 2 25 1/ 4.4 35 29 NOB HILL 34+15 HT 11.1 20 2 20 17 1.7 35 30 NOB H11.1 394-10 LI 13.9 25 2 25 11 4.4 35 31 809 0111 39155 11 11.1 20 7 20 17 1.7 . • • Totals for this sheet 312.2 521 42 521 0 423 0 55.8 23 3 2 0 0 0 0 0 16 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" #2379 COUNTY ENGINEER DATE: f. r'i-k ).11-.1.-; LIVCiLNEELL. LO(hLLLC? ()HAWN: 1). KfAILA11) CHEL3K170 011: FL LOCLIMILLER VS10 SIDEWALK, CURB & RAMP NOTES NOB HILL BLVD. SHEET 39 OF 62 CR..VR.,1 R, %RR R ERR. 0f RA..., .RR 14 tRo,RWRS,.R.R.ittiR. S.thre,IL SIDEWALK CURB SIDEWALK, RAMP NOTES Ngr L; TI IL FIRST NUMBER OF 'CODE. DESIGNATION- REFERS TO THE 51114.1 NUMBER OF THEc, CONTRACT PLANS. THE SECOND NUMBER REFERS , TO THE SIDEWAI KJEURB ,0 0 NUMBER. , _ . .. .,... - 0 • /.., , ,•7 . , • , ' ,. 4., 4.4 _--- , • C -i '',• i0; . . .. ;- , 0 ., 4,.. . ..,.. . .,,:• ,%• %.' q - - . • ..-\ • " . ...,.. , , , NOTE.: ,.. APPROX, QUANTITIES NECESSARY TO REMOVE AND CONSTRUCT YDEWALK AND CURB IMPROVEMENTS. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. ACTUAL QUANTITIES MAY VARY, PAYMENT WILL BE BASED ON FIELD MEASUREMENTS. 130AD STATION OFF. S.Y. L.F. TON L.F. L.F. L.F. L.F. S.Y. LACH [ACI I LACI I LACI I EACH EACH 5.Y. 5.Y. S.F. Comments 36 -32 NOB HILL. 41+80 LT 11.1 20 1 70 17 1.7 36 -33 NUL' HILL 42+30 LT 13.9 25 2 75 17 4 4.4 36 -34 NOB I-IILL 47+30 IT 13.9 25 2 25 17 4.4 1 36 -35 NOB HILL 47+80 LT 9,4 17 1 17 17 35 -36 NOB HILL 47+30 RT 13.9 25 2 25 17 4 4.4 36 -37 NOB HILL 47+80 1(1 9.4 17 1 17 17 37 -38 NOB HILL 50+65 LT 11.1 20 2 20 17 1.7 37 -39 NOB HILL 51+05 LT 13.9 25 2 25 17 4.4 37 -40 NOB HILL 53-80 LT 21.1 30 3 30 14,2 2 3i/ -41 NOB HILL 53+80 RT 9.4 17 1 17 17 ) * . • 0 Totts for this sheet Totals 127.1 221 18 221 0 153 0 35.2 9 0 2 0 0 0 0 0 0 0 0 439.3 742 60 742 0 576 0 91.0 37 3 4 0 0 0 0 0 16 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" #2379 COUNTY ENGINEER DATE: AIL .11 NI IINI 1I I. I )i 1 7 I I? 1)10 WN 1 /\/NC/1 CHt•Ck11)13Y, Loo rmn 1 1? HI VISION SIDEWALK, CURB & RAMP NOTES NOB HILL BLVD. (2) SHEET 40 OF 62 0 ,fahma ,;214 ,A +' NoTc, 11N1.AWGED VIEW FOP TH15 APEA 333 N41/1A AAA, K.7 R ?,„ ROAD RR / ROAD \ R.; WORK/ WORK ) 11s.'-- AHEAD ..3 /111 \'' , \ /1 / \ *AAA. AHEAD/ ROAD,..„.??' W20- 1 ( WORK 1112/; 1•11'„ AIiEAD ;--/ W2°- 1 W20- 1 „<1311 ROAD WORK : AHEAD ,; W2 0 - ROAD :111, WORK AHEAD ,, ' W2 0- N. 40TH AVE WORK AHEAD • W120 - 1 '.,..!,151.; RE14<„,..?? ROAD111\„.,. (11, WORK W71- 170 1 R'11 W20- ROAD '13 <1/4 WORK AHEAD "7 133•<, /1- W20- END ROAD WORK 320-2 200' : 200' W21-1701 GRA.° /:•1.:* AAA PAAA AAA .• W5-200 t 0 200' 200' 200' N It Ao.1 0 ENLARGED VIEW ROAD WORK \ AHEAD /1 W20- I ,-711 ROAD \ WDRK ) AHEAD„/ W20- I 1 \ 01 — 350' END ROAD WORK 320-2 ............. Ato ROAD-. WORK „;',• \ AHEAD,/ W20- ROAD 3.1 WORK AHEAD 20- 1 N 41/1h Ani ROAD WORK ..3\ Ak AHEAD W2 0 - .17'3?-? .5P1C•011z9 (4' PAVEAIENT , W8-200 1 END ROAD WORK 320-2 350' 100' W2 1- P0 1 ??....„ ' ROAD \ 7 ,./ ,/,? ROAD 1-1"<;„ ,?' , WORK WORK )? ,,7R OA D N, \\1 - AHEAD ,/ ‘1`1".,AHEAD/.51 ,./' '77, N \,./ WORK W20- 1 W20- I 147„.„/? -1111 W20-1 END „AlOrGitCYCLES\ ROAD WORK 11 \USE LURE IAR,O0A: AHEAD W20- E \ 44 1131.* 1 i i 44 0 ENO 11 ROAD WORK 320-2 620- 2 ENDe/NNNED\ W2 I - 170 ROAD WORK 11PAVEMT 320-2 • ROAD • c„. WORK \ AHEAD •??.. ,;< W20-1 -31/4 W18-2001 ROAD („. WDRK 111111. N AI E AD W20- 2: ::'• „.411 ROAD WORK .,•1• W20- 1 END ROAD WORK 320-2 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A” #23 79 • A f*. • • • AAAAA ;3* 37.; 7,.•?< SHEET 41 OF 62 Q: \1:11, 'Jr) prolecis P.R CitY ROAD AHEAD / / ROAD W20 WORK \\AI 1EA W20-1 END ROAD WORK 1 620- 7f- \ //ROAD WORK \AHEAD/ W20-1 > <I W. LINCOLN AVE 'v1.1.•1RK r AD 411.1 US!' RR" LA •••r"..„ W21-1701 z 700* GR.rra.lr. P.WEVENT W-200 END ROAD WORK if G20-2 C,T,T.RefaET-.. uSE EAT REP.F • CAUTION W2I-1701 / ROAD wORK AHEAD W20-1 \\ R OAD \ WORK ):1 W70-1 ROAD \ WORK ) ‘, AHEM) 7/ WORK AHEAD W20- RO WORK AHPAD W20-1 W20- /tOAD NH EAC ,/ W20-1 0, ROAD 1,VORK \AH W20- , ROAD OR K /ROAD \ \At1MD / WORK > \ --' W20- 1 ./ROAD\ .,, \),:k\FH: WOLARKD4/.) W20-1 SUMMITVIEW AVE ROAD WORK \\At-1,EA/D W20-1 ,410 TORCfCt E VSE EXTREME) A70V W21-1701 0' END ROAD WORK (720-2 Nor'.° WORK AHEAD W20 - '''.1RVOORDK \\)) AHEM WS -2001 W20-1 N 66th Ave oo Summitview Ave 200' 0 0 1 0 0 E L,) uJ Summitview Ave ROAD WORK \‘)A11EAD \it W20-1 tiYC1C) CL E,X1,RE..11) W21 - 170 1 CADY:Y.2 PAVEMENI 7- S.. W5-2001 ROAD \z,„„ WORK AHEAD W20-1 END ROAD WORK 520-2 • N NTS 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" #2379 )1, )A; : (1: 0 lq 0 (I: it\ni 1 E F 1 4 A AIN. ft: P A k I k • -„ A Or; kr:iv- ',Jr AI r. • \ I ir•.: [A, SHEET 42 OF 62 0 END ROAD WORK ); 620-2 fttt ROAD VOR N / W26- + •. END ROAD 1WORK 620-2 o ',ft/ woRic \t\k,AHEAD ROAD kft 'fff ftt• W2 0 - \\AHEAD 't *NOP ;Yr' 20- //ROAD Vd0RX ROM) \ WORK W20— 1 ‘AHEAD W20 - TIETON DR. HOAO Vg)Fil•( \HEAD/ W20- 1 • > <1 Tieton Dr 100' 50' — ( ROAD l,„\\ WORK \ AHEAD / W20- W-2OO I 1O'CRC:YEtES VSE EXTREM, (L' ,/' W2 -1l01 END 11 ROAD, WORK 11 f.4 620-2 / ROAD\ INORK AHEAD W70- <-• GROC*,:r.• K.VEVIEN7 W6-2001 r)TC,TV;YC', E. EXTR EM • WORK -17 ROAD W 0 R 4, \AHEAD W20- W20- 1 END ROAD fr;ORK 620-2 END *_ ROAD WORK • 620-2 OCVE:: RVEVEU` OTC. USE EXTREME AUII0 • W21-1701 350' A WORK AHEA W20— I ROAD WORK AHEA W20-1 S 44th Ave S. 44TH AVE. ROAD WORK AHEAD W20— 0 100' RC WORK AHEAD W20- 1 \ • • /ROAD WORK N AHEAD ,/ 100' S 44th Ave RCAC NCRK 2oo' W20- 1 ROADN, WORK AHEAD / w20-; — 100' 00' 0 ROAL W.YRK W8.-200 1 W20-1 44th Ave END ROAD WCR?( 620-2 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" #2379 r :) A. : , • . „ 4:7 (iir; e: A oftt.. f rtt to AVE. Caar;)+L A N5 SHEET 43 OF 62 14 !OAR AM RARIONARVRAO AANcReduIR A LICAFFIC CONTROL:0 W. NOB HILL BLVD. /-4\ ROAD WORK AHEAD W20 -I W5-200 EXT REM CAU7:C. ' W2I-1701 ROAD WORK AHEAD W20 - END ROAD WORK j. 620-2 ;'," ROAD \ ( WORK / AHEAD /1 W20- 1 ROAD WORK \j, AHEAD • ROAD W20-1 W20- I W Nob HJ B vd Cowden PI Vincenta Dr r W Prasch Ave /ROAD WORK C; COVED PrWEMENT W5-2001 ..0rJRCYCLE- USE EA IREM CATD ROAD WORK AHEL ROAD WORK \AHEAD ROAD WORK AHEAD W20- i 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" #23 79 *so(' t..J ROAD WORK W2 1-1701 W20- I W21-1701 C ET C;4Ef6" 13 .C6 LOCH.4;;LLE10. ."1 GRDOYE';'. FAVEVEN W5-2001 VS:). k!A Fr (T.,' 11/ SHEET 44 OF 62 ',RRF r akima ;,111.4 flvi-r1;105rtetilitc AV.; 6 00 AVALANCHE .00 MATCH EXISTING PAVEMENT MAKINGS N. 40TH AVENUE FACE ACE 15,00 14.00 - FACE 01 CUWC) FACE 01 GuD CHAN ZAT1ON N0TE-5 (1) PAINTED LANE LINE PAINTED POLIBLE CENTER LINE PAINTED WIDE LINE PLASTIC STOP LINE PLASTIC TRAFFIC ARROW PLASTIC WIDE LINE—I2" MATCH EXISTING PAVEMENT MARKINGS 40 0 40 80 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" #23 79 14,71 Ai.7?7:7E1) 11\01::.: 7 17i: 1.)177-71 : .71 OF:: C01 11.\11-77. 1 1\16.51111.::.1.-::::-..? 7 A r'o 114.\11. L:k: of 1 ); .1 Meiji 4.); A W,c, c' 'f• Or: c 1 ivA,Y1'.1,1\1(.; N. 41)7 .0 .1') TA. SHEET 45 OF 62 lid cj 1 76400 RICHEY RD. N. 40TH AVENUE — fACE OF CU CHANNELIZA noN NOTES 0 PAINTED LANE LINE (3) PAINTED DOUBLE CENTER LINE ,(1) PAINTED WIDE LINE (E)) PLASTIC STOP LINE 0 PLASTIC TRAFFIC ARROW 40 0 40 o0 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE IA" #237 \„4..7if iNIPE. r -.)i.4.2!:(7. OF: N j' : 1.'00 11 01 1 0001 00: 1.0001 101 ; 0( ; IM1I (0 (TY frr: C2, t OCIHMILLEtZ? [ vlyi • Mi ) 1,1\f 01/1 AV EMIL:: .., A .0 7 0 0 SHEET 46 OF 62 N. 40TH AVENUE 00 A F CURE FACE OF CURD 41.0 ACE OF CURD 37,00 42.00 47•00 FACE OF CURD CHANNELIZATION NOTES O PAINTED LANE LINE 0 PAINTED DOUBLE CENTER LINE ® PAINTED WIDE LINE 0; PLASTIC STOP LINE ® PLASTIC TRAFFIC ARROW 0 PLASTIC WIDE LINE -12" 40 0 40 80 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" #2379 Li rq 7- I- (F. F.) C TONI OF: 01: EE F A T POI3F 1 GCH4iLL Et=? V,'N, ) 0 cHEC.1.•:CG ik i,- F.4 A47" • 7 A . ±1) + 00 TO (-)T A . 0 +00 SHEET 47 OF 62 1.001010Munotti APA VACNII JD 0007rst,',,DR ctty 01 YArrna :+111 N. 40TH AVENUE FACE OF CURD FACE OF CURB FACE OF CURD FACE OF CURD CHANNELIZATION NOTES PAINTED LANE LINE 0 PAINTED DOUBLE CENTER LINE 0 PAINTED WIPE LINE ® PLASTIC STOP LINE 0 PLASTIC TRAFFIC ARROW 0, PLASTIC WIPE LINE -12" W MEDIAN CURB -PAINT GURE1 (YELLOW) - IN5TALL 3b" DELINEATOR POST (YELLOW) EVERY 20 FT. TYP, SEE DETAIL 40 40 80 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" 2379 1--)T771E f" A LI NIT) r I) 1 --.1,7::"TC 0i OF: rive INEEP t)A r-:-?o_Ec r 7-LOCHM::LEQ 44:4A CH; Q() hY Q L OCHMQL.EQ 2E V f 6604 A vpvitri t1/4.1 7 MA et, N. 4OTH AVEt»JE 00 A (.).5 0 LJ SHEET 48 OF 62 MAR4MG.c1,9, 4o Vi/P14 b:S.4:// 441 F N. 40TH AVENUE 67.00 6F5t00 FACE OF Gura) CAI ) PACE OF CURD FACE OF CURD 7E5.00 EXISTING RAISE -E) 15LAK!0 • Ek 'STING RAI I 5I_ANP CHANNEL IZATION NOTES PAINTED LANE LINE ® PAINTED CENTER LINE WITH NO PASS LINE "AINTED DOUBLE CENTER LINE 40 PAINTED WIDE LINE 0 PAINTED RAILROAD CROSSING SYMBOL ® PLASTIC, STOP LINE PLASTIC CROSSWALK LINE 0 PLASTIC. TRAFFIC ARROW 65 PAINT EXISTING CURD YELLOW PAINT EXISTING CU RE3 WHITE PLASTIC WIDE LINE -I2" cj) FACE OF CURD PX15TING RAISED ISLAND 40 40 80 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" #23 79 C.: 1**I31.1\417-1-I.F..' C:1-11 !.: fvf,A.T....?klIg(7) A ; A . 1.0 1-,,(*.,), 5 *.r*' SHEET 49 OF 62 Ic EXISTING RAISED ISLAND - N. 40TH AVENUE EXISTING RAISED ISLAND 82 1.00 MATCH EXISTING PAVEMENT MARKINGS NEW RAISED ISLAND - PAINT CURB (YELLOW) DIAN CURB -PAINT CURD (YELLOW) - INSTALL 36" DELINEATOR POST (YELLOW) EVERY 20 FT. TYP, SEE DETAIL FACE OF CORD EXISTING RAISED ISLAND 54+00 85.00 8T.75 CHANNELIZAT1ON N0TE5 ® PAINTED LANE LINE ® PAINTED DOUBLE CENTER LINE (74) PAINTED WIDE LINE PLASTIC STOP LINE ® PLASTIC TRAFFIC ARROW ® PAINTED EDGE LINE • PLASTIC TRAFFIC LETTER • WIDE DOTTED LANE LINE O PAINT EXISTING CURE!) YELLOW O PLASTIC WIDE LINE -12" FACE OF CURB 40 MATCH EXISTIN PAVEMENT MARKINGS 40 80 FACE OF CURB 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" #23 79 P Elf) A i;.1.;E: P LI ND LT' I) I CI: 7 I\J OF: (1, 0.1.1N T ‘r• [INC; I E E L.. • 0:::+0 E ELEEYINIEETLE POILLELLEF OCHL, L EFL ALLEL CHLE GE:EP SY: 4.• J. OJ riAviEmr..ETNT A.4 Ai (-3 . 4017-i A ‘t../ ENUE . 0 90 [0 E.: fl P SHEET 50 OF 62 W. LINCOLN AVE 000 1+00 MATCH EXISTING / PAVEMENT MARKINGS r FACE OF CURD ACE OF CU13E3 7+00 3,-00 1=1 FACE OF CURE) CHANNEL1ZATI0N NOTES 0 PAINTED LANE LINE @ PAINTED DOLJbLE CENTER LINE 0 PLASTIC CROSSWALK 0 PLASTIC WIDE LINE -12" FACE Of CURD 40 0 40 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE 'An #23 79 P a? .[-/ 1-.3 i Tal ON Y 171 NG 7\JEF-1.? T ific. 0 fin fifi EER: L PA' AW/ A' cHE-ceE,r) R. cCia.M.IL LER [ V.7E:ML-7 MA (-) W.:,OL.N SHEET 51 OF 62 UNC(. -21,1 J, if I lin 7:04:35 AN! 2.0O 27TH AVE. 17400 1 22400 W. LINCOLN AVE TTI r FACE OF CURD FACE. OF CURD FACE OF CURD 23.00 2.1.00 \- FACE OF CURD CHANWELIZATION NOTE5 PAINTED LANE LINE 01 ® PAINTED DOUBLE CENTER LINE PLASTIC WIDE LINE- 12' MATCH EXISTING PAVEMENT MARKINGS AGE F CURD 19.00 40 0 40 8C 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE 'A" #23 79 P r h\JEEE ( P.7; S • 0.'0\1 of 44 btr2kr SHEET 52 OF 62 SUMMITVIEW AVE. FACE OF- CURB MATCH EXISTING PAVEMENT MARKINGS FACE OF CLAM ••• FACE OF CURB I 4 y0-- 15- LI FACE OE CURS CHANNEL IZA TI ON NO TE5 CO PAINTED LANE LINE (E) PAINTED CENTER LINE WITH NO PASS LINE 06 PLASTIC TRAFFIC ARROW 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" #2379 P\16,/t\ ; • ; ;;;.; ;•%.•1•.; tj ;-.1;* Vv."' ; • {. VI I.) r, . 40 0 40 o0 SHEET 53 OF 62 SUMMITVIEW AVE. CHANNELIZATION NOTES 0 PAINTLANE LINE 0 PAINTED CENTER LINE WITH NO PA55 LINE PAINTED DOUBLE CENTER LINE 0 PAIN/TED WIPE LINE PLASTIC STOP LINE 0 PLASTIC TRAFFIC ARROW 40 40 80 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" #2379 UNII)E T C T ION : EJ E E I 67 I EJ E E E? ()A Ti:: fr'kr<) TT T T1 MT ER: -"0111:!' (.7L. .""vfiL EA? ()TT A AN: r C C Prr, NT. A aT R R. 1.? ull? T E4 A E Ej (2 / A V oo T SHEET 54 OF 62 14 '1:115:32 4 0 00 cri TIETON DR. FACE OF CURB 11+00 12+00 A EZA 0 OE PAINTED LANE LINE PAINTED D0LJE5LE CENTER LINE ® PAINTED WIDE LINE 0 PLASTIC STOP LINE ® PLASTIC TRAFFIC Apeow PLASTIC WIDE LINE -12" FACE OF CURB FACE OF CURD FACE OF CURB 40 O 40 80 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" #2379 iff iiff of..) tif t C (ILJ tr)A [E.: fT-1....1; 1 1,s1 (1: • !AL:: I:: I?: 1 at? A VV, 'f P. L LE re r)A 1.1 r ON . 0 . 0 T A . 0 SHEET 55 OF 62 11 Li.:v,,St.11eclu'w TIETON INSTAL CENIF,R P3-95 P3-9dP INSTALL LAN: CLY P3 -9D P3-9cP INSTALL P3-95 ‘Z3-9ce INSTALL ONLY P3-9(5 P3-9dP CNANNELIZATION NOTES 0 PAINTED LANE LINE 0 PAINTED CENTER LINE WITH NO PA55 LINE ® PAINTED DOUBLE CENTER LINE 0 PAINTED WIDE LINE (0 PLASTIC STOP LINE 0 PLASTIC TRAFFIC ARROW 0 0 4- MA TCHL INE 40 0 40 80 MA TC -1L INE 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" #23 79 ) NJ I ON OF: r -r LOCHM.'LLEC? T 7kr: NC) SHEET 56 OF 62 rc ell.COPrldk:„A glirvt! gaijrxt.;',RR Gr.( Yeko,a VQJ 4 Chcrlo. S. 44TH AVENUE FACE OF Ct.:Re 12400 13,00 E4.00 F ACE CE GURD 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" FACE OF CURD FACE OF CORD I fp t 00 I 0 0 19.00 20 FACE OF CURD 21,00 22. ACE OF CuRD FACE OF CURD CHANNELIZAr(oni NOTES (1-_) PAINTED DOUBLE CENTER LINE (x-3) PAINTED WIDE LINE S_Ej PLASTIC STOP LINE PLASTIC CROSSWALK LINE PAINTED SKIP CENTER LIME 03 PLASTIC WIDE LINE -I2" 5 lGIViNG NOTES _DC:ATE SIGN TO E5ACIC OF WIAL. #2379 E 04 f L.CTiO NI A: ! V a I N 12 CHECkW LOC i 1 4 10.,1: 7 4( SHEET 57 OF 62 .10.DtojeliNsRil City 01 26.00 4 31'00 CHANNEL IZATION NO TE5 3) PAINTED DOLDLE CENTER LINE PAINTED WIDE LINE q..) PLASTIC STOP LINE PLASTIC CRO5SWALV. LiNE 0 PLASTIC TRAFFIC ARROW () PAINTED SP CENTER LrNE FACE OF CURE) S. 44TH AVENUE 27+00 32100 2.00 FACE OF CURD 33.00 29.00 40 0 40 60 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" 42579 f) JtJL2ET0?i 01,1 : AIG IC ',T.:El? CHEcEP fY: LOC -N. r r.:).)k.1... !NC, A SHEET 58 OF 62 .9* FACE OF Cu [ NOB HILL BLVD FACE OF CUR5 888 0. 00 1.00 3TO 4+00 MATCH EXISTING PAVEMENT MARKINGS cri FACE OF CURB 6.00 7.00 ii -FACE OF CURD 5.00 /f -FACE OF CURE) FACE OF CURD 9.00 0 CHANNELIZATION NOTES A E ANE LINE ANTED VOLIDLE CENTER LINE. PAINTED WIDE LINE CO PLASTIC .STOP LINE 0 PLASTIC CROSSWALK PLASTIC TRAFFIC Al?OW (1)3 PLASTIC WIDE LINE -I2" FACE OF CURe. 40 0 40 80 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" #23 79 1,-) A TP 88 -.III:II 8 E2. bY; L .;;;C,LL:LIL E SHEET 59 OF 62 16+00 I 7 tO0 NOB HILL BLVD (li 2 tOO FACE OF CURES FACE OF CURD CHANNELIZATION NOTES 0 PAINTED LANE LINE 0 PAINTED CENTER LINE WITH NO PA55 LINE ® PAINTED DOUBLE CENTER LINE 0 PAINTED WIPE LINE 0 PLASTIC 5TOP LINE 0 PLASTIC TRAFFIC ARROW 0 PAINTED POTTED EXTENSION LINE 0 PLASTIC. WIPE UNE. -12" NTALL GENIER LAVE ONLY R3 -9E5 f23-9dP AG OF CU3 FACE OF CIAO? 40 40 50 INSTALL GEN liEt _ONLY_ R3 -9B ) R3-9cP MA TC HL. IN 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "il" #23 79 P1,."1:: :1.) Li 1\11.)E.: 1/1! .) 11: r 7 (9,1 LI OL17VTY 111 116:71.N1F- 1.)74. 1M.! LEA? CHF Y: P A . 0 cHokir..,.. VT lAni M A .C..?/! N 1 /11 L4. 0.).. „ fl SHEET 60 OF 62 31;00 NOB HILL BLVD FACE OF CURD - AC" OF CURB 38..00 3 -00 4.00 FACE OF CURB CHANNIELIZAT 0 HOYES PAINTED LANE LINE PAINTED CENTER LINJE WITH NO PASS LINE (6) PLASTIC TRAFFIC ARPOW 42.00 00 FACE OF CURE) 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" #23 79 711...);k1 Or: f *F. X? I. DC:FOX; Ft? /*; *4 ,1.i MA L LL VE). SHEET 61 OF 62 NOB HILL BLVD FACE OF C.Oen FACE OF CURD INSTALL LA NLY R3 -9D R3-9cP iFAGE OF cu CHANNELIZATION NOTES O PAINTED LANE LINE ® PAINTED CENTER LINE WITH NO PASS LINE ® PAINTED DOUBLE. CENTER LINE (el) PAINTED WIDE LINE 0 PLASTIC STOP LINE ® PLASTIC TRAFFIC ARROW 0 PLASTIC WIDE LINE- l2" R3 -9D R3-9dP MATCH EXISTING PAVEMENT MARKINGS S. 40TH AVE. MATCH EXISTING PAVEMENT MARKINGS SE SHEET 5 . 32ND AVE, 54.50 40 0 40 8 0 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "A" #23 79 f- 4 A T./ • if 4 14; i (4 17 ON OF: ft4i14 EP, 334 : :4.44 .4444344 C.-EC:44E17 544 Loc-4k4i.u..--e 1 tvf 4 1- /1j9 ,41..." 1414 4 L. L. V 4) . : 0 P . SHEET 62 OF 62 aql 2:07:54 AM 34 c 0 1 2- CITY OF YAKIMA 2014 CITYWIDE STREET RESURFACING PROJECT #2379 SCHEDULE "B" INDEX SHEET 1 COVER SHEET: INDEX SHEET 2 VICINITY MAPS SHEET 3 SUMMARY OF QUANTITIES SHEET 4-5 TYPICAL ROAD SECTIONS e DETAILS 5HEET 6 DETAILS (2) SHEET 7-12 5. 24TH AVENUE PLAN VIEWS SHEET 13 5_ 24TH AVE, SIDEWALK, CURD e RAMP NOTES SHEET 14-19 TIETON DRIVE PLAN VIEWS SHEET 20-21 TIETON 2Q, 5IDEwALK, CURD e RAMP NOTES SHEET 22-23 5. 19TH AVENUE PLAN VIEWS SHEET 24-31 I STH AVENUE PLAN VIEWS SHEET 32 16TH AVE„ SiDEWALK, CURD 4 RAMP NOTES SHEET 33-34 W. YAKIMA AVENUE PLAN VIEWS SHEET 35 W. YAKIMA AVE., SIDEWALK, CURD t RAW NOTES SHEET 36-37 N. IbTH AVENUE PLAN VIEWS SHEET 38-40 GENERAL TRAFFIC CONTROL PLANS SHEET 41-44 PAVEMENT MARKING 5. 24TH AVENUE SHEET 45-45 PAVEMENT MARKING TIETON DRIVE SHEET 49-54 PAVEMENT MARKING ISTH AVENUE SHEET 55 PAVEMENT MARKING W. YAKIMA AVENUE SHEET 56 PAVEMENT MARKING NJ. 16TH AVENUE LEGEND STORM WATER MANHOLE LIO CATCH DASIN SANITARY E3EWEP MANHOLE LID WATER METER 50X PID MANHOLE JUNCTION DOX THIRD PARTY UTILITY COVER MONUMENT CASE AND COVER WATER VALVE SOX HYDRANT APPROVED FOR CONSTRUCTION CITY OP' YAKIMA: PATE: 201A- CITYWIDE STREET RESURFACING PROJECT SCHEDULE " #2379 PeEPAeE13 LINDEP THE PlECTIONI OF: PROJECT ENGINEER: ' • I I. I..: PRAWN: CHECKEP f3Y: le, V/tON COVER 5HEET: ftJPEX SHEET 1 OF 56 VICINITY MAP 3,1 44 cztheac...1.1: Acd ACC!, „it Af14. .11.1,2E. LA!, AL,L, LA• ALAcice. e PA, 31 - r3 :3 • .1 fc. .11.1 ALL PALALted; LILA LL.ALLL, IbTH AVENUE •••!.. H4TH AVENUE r .0. eL ,L1 cf L1.. 41 tc1 .151 :1 ........1iialccl. . Le 33 /1 L4 551,Ccicccro •*3 z,.1 .e• 4f5 L r. 31 .< Lie tE TONI DRIVE ,I TS LLU.AliC.L9 511; 111.1...,c• 3i 3: ; LA 1 -1 4.4 ...121A.ILLC 1*CC- ccioccc.111AL1L15h511A 1 .3.3.ia.333! 1'11111'. 24TH AVEN E IT5 f3r.L. Cc1- 41 .111, 11e.1.2.1.11.:CL • 1 ALA1A1M19, L Aceccc, Act ; —:ti cic A.C.• col Ailyuc.cce A ;IVAAE<L, LA: 2*4 LL. A cc. ceoc... Act .1 3.1 !!!!r, • , P t • A •• -- !!!c Apt thLEfiaLr. A c 1.1t1117:3—C1.11...c.f cc: *LCA 15 I ? 11 c 4 **3 LIPILive C.L.At P: VICINITY MAP ...• L LALA., .., ii..4.3!.., 43.4,4e .., t 4. 1 'i LI. '. I V! 411 3. L. LL AvENJE. ONIIT5 ?: 14 ...: *3* 1111:.4,A AL 4 acc.c:Lc • • L LLt. 1,4 1•51...L..ACcicc ALE. ALL 47..L.A Act 1111 :5 .15 L :3 r ' r! •• ! 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "S" # 23 79 PPE'. r--) A O'ZC) LINDER THE PRECTION1 OF: COUNTY EIJS/NEE DATE: 4. PROJECT- ENGINEER: DeAviv.: ON, CHEGICEP :3; c..34m:LI3,--J?.. VICINITY MARS SHEET 2 OF 56 SCHEDULE B -SUMMARY OF QUANT TIES 1 NO ITEM DEscRe-notv UNITS 24TH AVE. TTETON DR. WashinglQn to 32nd /kw NIIH6 1641) Ave 3 4 PREPARA1TO 502111ZAT ION REktOVING CEWNT CONC SIDEWALK. • EL:1.17,1NC C EWNT CONCRETE CURB SAWC1.11 PAVEMENT GRADING S S L L GROUP 1 GROUP 2 5 LS 200 340 406 660 950 1.800 19TH AVE. Ti2tori Dr. to ChesIrtu ANT GROUP 3 16111 AVE. Nob Hi i0 Enplewooct GROUP 4 YAKIMA AVE. 68i Ave Is 1261 GROUP 5 I. S. 0 0 25 I. 20 310 2,025 L S. 120 290 850 16TH AVE_ RNer RO, to Sri 12 GROUP 6 TOTAL QTY L 5. 0 0 60 1 680 1 660 5 710 rA‘,,Ekt NT REPAJF? ExCAVMION INCL. -1A....4 7 SURFACING 'Ri SHED SURFACING BASE COURSE ..RUSHED SURFACING TOP COURSE S 550 710 40 15 1970, TON TON 18, 34 40 440 5 LIQUID ASPHALT ANTI ING ADDIT IVE HOT NI LX ASP H.A LT 9 PLANING BITUMIN6015 PAVEMENT 10 HMACL 1.2 IN. PG 54-28 11 H F PAVENENT REPAIR CI I 204 2G6426 12 HMA FOR rRELEVELING CA 1/704 P564-22 13 X COMPLIANCE PRICE. ADJUSTITNT 14 VACTION PRICE ADJUSTEFNT TRAFFIC NT CONC. TF1JF(IC CURB AND GUTTER EST SY TON TON TON CALC. CA. C L 11/ C TENT CONC. PEDESTRIAN CURB' L F 17 PAINT LINE L.F 18 PLASTIC TRAFFIC ARROW EST 13.200 3 900 100 1.630 CALC CALC EST. 15,500 3250 190 650 CALC CALC 400 660 300 14.000 370 11 900 EST 2 700 350 5 100 CAI C CAL C EST. 23.950 6.660 250 1200 CA!. C CALC. 250 10 2C 0 1.225 90 EST 4.600 650 150 200 CAL C CAL.C. 2 0 20,760 19 PAINTED VIDE LANE LINE EACH LF 275 330 0 0 20 PLASTIC %MD E LANE LINE 21 PLASTIC STOP iNC 22 PLASTIC CROSSVVALK LINE 23 PLASTIC TRAFFIC LETTER 24 PROJECT TEWORARY TRAFFiC CONTROL 25 1 ENFORARY PAVE!VENT MARK/NG 76 PERSSANENTSIGNING OTHER ITEMS 27 ('RAMEAND GRATE FOR CATCH BASIN 28 ADJUST CATCH BASIN 29 ADJUST VALVE BOX 30 ADJUST t.LANHOLE 31 ADJUST AFTER BOX 32 ADJUST JUNCTION BOX L.F. j, 330 460 L r 120 159 SF 240 3.10 EACH 4 0 LS 15 LS L.F. 14 400 15.900 I. S 15 L S EACU EACt-, EACH EACh EAC4 EACH0 10 20 13 78 31 0 0 11 0 LS 0 0 2 0 0 0 EST. 050 1 250 5 200 CAL C CALC. 50.000 16.200 700 4 150 1 0 0 Y70 .000 7,300 59,930 14 1.050 325 0 1.980 1,400 0 0 2.280 660 0 0 930 288 0 0 808 0 0 0 4 L.S. 5.5 L.S. 1 23200 3.400 5,800 62,700 L.S. L.S. L.S. 1 27 8 0 58 1 0 0 2 65 11 1 177 37 3 2 88 2 6 0 3 T NVAUMENT AN D COVER CH 2 0 0 34 THIRD PARTY UTILITIES EST EST EST EST 1 EST EST. 35 CEIWNT CONC SIDEWALK S Y 70 110 50 0 240 36 MENT CDNC CURB RAW PT -'E PA EL A Ex.-; 4 7 37 CEM/N( CONC CURB RA5 TWE P16AL LEL B EACH 1 38 CEP& NT CONC CURB RAW TYPE 4A 39 CEMENT CONC. CURB RAW TYPE PERPEN;:i',.;'..4.R A 40 CEMENT CONC CURB RAW TYPE PERPEND:C,ULAR B 41 CEMENT CDNC CURB RAW TYPE SINGLE DIRECTION A 42 CE0..£NT CONC. DRIVEWAY EN TRANCE TOPE 1 43 DETECTABLE WARNiNG SURFACE 44 ROADWAY SURVE YIN G 45 PROPERTY RESTORATtON 46 TIN OR CHANGE 47 SPCC PLAN EACH 0 18 EACH 0 2 EACH 0 0 EACH 9 3 S Y 0 0 5 F. 8 104 LS LS L.S EST EST EST CALC CALC CALC. LS LS I_ S 0 0 3 0 0 LS0 EST. CALC 15 1 0 0 3 0 0 0 0 4 0 0 15 0 0 0 0 0 L S L 5 EST EST EST CALC CALC CALC. LS L.S L,S 21 2 4 12 15 112 1 1 201 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "6" #2379 PROJECT. ENGINEER= PRAWN= CHECXEC) /3 '-'0 6,F.GC44./.43-0ER .SUMMARY OF QUANT1T1E5 SHEET 3 OF 56 EXISTING CUP,D AND GUTTER HMA OVERLAY 10 MATCH C.URb ELEV. LCY FIMA OVERLY THIC.KNE 0.20' Al CF.NTE-RI.INE HMA OVERLAY f1.0' ExI5TING A SPHAL 1 PAVEMENT SUR.'f- ACE GRIND 0.00 AT 1 FROM CURT., INC EXTENTS 0.15 AT CURD LINE EXISTING CUR AND GUTTER EXISTING CUR AND 61.1 TE TYPICAL SECTION NT 5 5. 241H AVENUE 0.0.P. 10 HMA OVERL AY TO MATCH URB ELEV, I I.0' • HMA OVERLAY THICKNESS 0.15' Al CENTERLINE. HMA OVERLAY X1STING ASPHALT PAVEMENT SURFACE 0.00 AT 11' FROM CURD 0 EXTENTS RIND 0.10' AT CURD LINE TYPICAL SECTION NTS TIETON DRIVE D.0.P. TO E.0.P. HMA OVERLAY TO MATCH CURD ELEV. ...,..r7: . /, HMA OVERLAY THICKNESS 0,15' AT CENTERLINE HMA OVERLAY EXISTING CONG. PAVEMENT HMA OVERLAY THICKNESS 0.10' & FACE OF CURD EXIST ING CURL • ANC) GUTTER EXISTING CURD AND GUTTER GRIND EXISTING ASPHALT OVERLAY SURFACE DOWN TQ CONC PANEL GRIND 0.00' @ EDGE OF CONC. PANEL --- GRINDING EXTENTS GRIND 0.10' AT CURD LINE TYPICAL SECTION NTS 5. I 9TH AVENUE D.O.P, TO STA. t10.25 HMA OVERLAY THICV.NES5 0.10 le? FACE OF CURD EXISTING CURD AND &UTTER EXIST1NG CURD AND GLITTER IMA OVERLAY THICKNESS 0.15' AT CENTERLINE I1MA OVERLAY - EXISTING CONC. PAVEMENT -IMA OVERLAY THICKNESS FACE OF CORD EXISTING ASPHALT OVERLAY .FAC,E DOWN TO CONC. PANEL. TYPICAL SECTION NTS 5. 19TH AVENUE SIA. 110,25 TO E.O.P. MA OVERLAY TO MATCH ..URD ELEV, I2.0'• HMA OVERLAY THICKNESS 0.20' AT CENTERLINE HMA OVERLAY 12.0'• EXISTING ASPHALT PAVEMENT SURFACE RIND 0.00 AT 12' FROM CURD!, 0 EXTENTS .15' AT CURD LINE TYPICAL SECTION NTS IbTH AVENUE (SOUTH SECTION) D.O.P. TO E.O.P. • I I' FROM STA. 2.3+001 TO E.0.P. MA OVERLAY 10 MATCH ORD ELEV. 1.0'• HMA OVERLAY THICKNESS 0.15' AT CENTERLINE HMA OVERLAY 11,0' EXISTING ASPHALT PAVEMENT SURFACE - GRIND 0.00' AT I I' FROM CURD* — GRINDING EXTENTS GRIND 0.10' AT CURD LINE TYPICAL SECTION NTS YAKIMA AVENUE D.O.P. TO E.O.P. .16 FROM STA. 7,75 LT TO E.O.P. LT, EXISTING CURD AND GUTTER EXISTING CURD AND GUT TER 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "B" #2379 PeEPAkEP LINPE HE P1PECTION OF: COUNTY (G/NEE' PA.FE: PkOJEG ENGINEER': ()PAWN: Mil CV!5!' CHECKEP TYPICAL ROAP 5ECTION5 c PETALS SHEET 4 OF 56 EXISTING CURD AND GUT T ER HMA OVERLAY TO MA *IJR1.5 ELEV. 10.0' ILMA OVERL A.' THICVNESS ,2.0' AT CENTERLINE: HMA OVERLAY — EXIST IN6 ASPHALT PAVEMENT SURFACA: --- GRIND 0.00Al 10' FROM CURB — GRINDING E.XTENT5 --- GRIND 0,15' AT CUPLINE TYPICAL SECTION NTS N. I 6TH AVENUE (NORTH SECTION) ,(;) P. TO STA. 14+00 LT 13.0.P. 10 STA. 16450 RT. HMA OVERLAY THICKNESS 0.20' SHOULDER FEATHER HMA TO 0.00' • EXISTING ASPHALT PAVEMENT SURFACE TYPICAL SECTION NTS N. IbTH AVENUE (NORTH SECTION) STA. 1.4 tO0 TO E.O.P. LT. STA. 16+60 TO E E.O.P. RT. EXIST NG CURD AND GLITTER. r SHOULDER F EA THER HMA TO 0.0' CLASS 000 CEMENT CONCRE TE FULL PEPTh OF -- SECT ION LESS I I /2" AS "G" ASPHAI. 12" vi ASPHAL T PAVEMENT s: PLACE AND GOMPAC1 CRUSHED SURF ACNE, TOP COURSE UTILITY ADJUSTMENT NTS BASE COURSE* GOUT ALL JOIN TS WITH NON -GYPSUM GROUT. HINGED E IDE OF MANHOLE DIRECTION OF TRAFIC HOLE COVER ORIENTATION NTS EXISTING PAVEMENT - DEPTH VARIES ASPHAL CONCRETE PATCH LIMI T5 SLOPE 2% APPLY 005-1 t SAND TO SEAL 1HE SURFACE JOINT6, APPLY CGS- I TO EDGES OF REPAIR SECTION AND 1.0 SURFACE OF CONCRETE, IF ()MERL A YE.D. *FL r -r-r I I I COMPACTED EARTH I • HMA CI— 1/2" P6 64-28 2 1.5 TIMES DEPTH OF E XISTING ASPHALT, 0.5' MIN. (COMPACTED DEPTH IN 2 EQUAL LIFTS: CSE3C (COMPACTED DEPTH) ASPHALT CONCRETE SURFACING PATCH DETAIL N TS 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "B" 237 PQEPAP.Ep uwEe THE CJIRECTION OF: COUNT' Y ENGINEE12 1)ATE: PROjECT ENG/NEER: DRAWN: • CHECkIEP LY: TYPICAL POAP 5E61-101\15 DETAILS SHEET 5 OF 56 CEMENT CONCRETE SIDEWALK RAMP *TYPE A 315' EXT'ANSION JOINT (SLE SID PLAN 1%30.10) SIDEWALK MAJOR STREET 2% MAX CEMF.NT CONCRETE SIC/EL/VALK RADIUS DOINT OL CURET RETURN CONCRI: 11. PEDES IRIAN CURB 1' 0" OFTECTARI E PATTERN (SFF DFTAII PLAN VIEW SIDEWALK RAMP TYPE 4A LAYOUT SECTIO CEMENT CONC SITIEWALK / N11/1 1 KI 1 ;1 I ANDINC/ tr. 3.'6" EXPANSION JOINT (SEE STO PLAN F-30.10) j TOP OF ROADWAY CEMENT CONCRFTE CTIRR& (UTTER (SFF NOTE 4; w w c.O 0 CURE OR CURE AND (RATER CEMENT CONCRETE PEDESTRIAN CURB (SEE STD PLAN 0 12) - (-11II C [Alit I WARNING PATTERN (SET 1)1 TAII) LANDING SECTION CB NOTES This layout is used to provide access to a single crosswalk parallel to the major street. The bid item "Cement Com-, Sidewalk Ramp Type 4A" does not include the adjacent Cub (or Curb & Gutter) the Sidewalk. or the Gement Conc Ped estrian Curb. 2 Ramp slopes shalt lot be sleeper than 12ti1:1V. 3 Avoid placing drainage structures, junction boxes UT other obstructions in front of ramp access areas 4 Curb & Gutter is shown, see the Contract Plans for the curb design specified See Standard Plan f-10.12.02 for curb details 5 See Std. Plan F-3U10-lii for sidewalk joint placement and details E The bottom of the ramp shall have o level ;iirea (not in excess of 2% in any direction). 4' x 4'. A RAMP A PLAN - AX A 1 5/6 5i3 C 7:16' 3M" 0 7,'a' 1 716* TI 15 PATTERN AREA SHALL ELEVATION BE YELLOW IN COLOR DETECTABLE WARNING PATTERN DETAIL VAITI .S () to 6' CI'PdT'Ii CONC HAW' TOE TIT P LIAO Y OL.PRLSSLO CURB & Gui f (SET NWT 41 SECTION TOP Off ROADWAY DE: P R S D CURE & CAJVIER (SFir NOT ISOMETRIC VIEW CURB TYPE 4A DETAIL (nts) SAWCUT OR NEARE.ST JOINT —REMOVE CURE:, AND GurTEP A5 NECESSARY TO REPLACE FRAME AV.) CRATE REPLACE FRAME ANO GRATE r" ?EMCVE / EXISTINC-7 / GUTTER PAN 5' 4- 5' CURB REPLACEMENT @ CATCH BASINS (nts) 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "B" # 23 79 F--7REPAREP UNPER THE DIRECTION OF: COUNTY ENGINEER PATE:: PROJECTENOINE ER: PPA M: CHECKED f3Y: S2[41*P.,:f ETA/L5 (2) SHEET 6 OF 56 Qo 11' I I' S. 24TH AVENUE 12 • •• ...••••••••••• ••• ••••••••?•11.......••• a. • .....:,••••••••••••• 4 * LEGEND FULL DEPTH PAVEMENT REMOVAL GRIND EXISTING PAVEMENT (0.15 DEPTH) I I' I I' 46' • ADJUSTMENT NOTES ADJUST MANHOLE LID TO GRADE ADJUST VALVE BOX TO GRADE ADJUST METER BOX TO GRADE REPLACEMENT NOTES REMOVE EX. CB FRAME HOOD t GRATE. INSTALL NEW FRAME t GRATE ONLY 4 CONSTRUCTION NOTES FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 b FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. IT SIDEWALK/ CURD/ RAMP MODIFICATION, SEE SHEET 13 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "B" #2379 PREPARED' UNDER THE DIRECTION OF: 0 Li 1\ f24 TE: , '\ PROJECT ENGINEER: R013 LOCHMILLER DRAWN: CHECKED BY: J. MATTHEWS R. LOCHMILLER t2EVISION1 5 24TH AVENUE 8.0.P. TO 5TA. 20+00 SHEET 7 OF 56 QACivil 3D projects\R City of Yakima 2014 Overlay \Schedule Mschedule3_dwg to pdf base.dwg, 24th(1), 3/11/2014 10:59:12 AM ADJUSTMENT NOTES e ADJUST VALVE BOX TO GRADE lex#FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 b FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. GRIND EXISTING PAVEMENT (0.15 DEPTH) IT SIDEWALK/ CURD/ RAMP MODIFICATION, SEE SHEET 13 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "B" #2379 PREPARED' UNDER THE DIRECTION OF: 14 • E fr 0 Li ryiN f24 TE: , '\ PROJECT ENGINEER: R013 LOCHMILLER DRAWN: CHECKED BY: J. MATTHEWS R. LOCHMILLER t2EVISION1 5 24TH AVENUE *STA. 20+00 TO 5 TA. 30+00 SHEET 8 OF 56 Q: \Civil 3D projects\R City of Yakima 2014 Overlay \Schedule B \scheduleit dwg to pdf base.dwg, 24th(2), 3/11/2014 10:59:19 AM ADJUST MANHOLE LID TO GRADE e REMOVE EX. CB FRAME GRATE. 4a ADJUST MONUMENT TO GRADE INSTALL NEW FRAME E GRATE lex#FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 b FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. GRIND EXISTING PAVEMENT (0.15 DEPTH) IT SIDEWALK/ CURD/ RAMP MODIFICATION, SEE SHEET 13 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "B" #2379 PREPARED' UNDER THE DIRECTION OF: 0 Li ryiN f24 TE: , '\ PROJECT ENGINEER: R013 LOCHMILLER DRAWN: CHECKED BY: J. MATTHEWS R. LOCHMILLER t2EVISION1 5 24TH AVENUE .STA. 30+00 70 5TA. 39+00 SHEET 9 OF 56 QACivil 3D projects\R City of Yakima 2014 Overlay \Schedule Mschedule3_dwg to pdf base.dwg, 24th(3), 3/11/2014 10:59:24 AM S. 24TH AVENUE 4 * 46' I I' I I' 46' isvimiliggEFER]iNEERBEism, LEGEND FULL DEPTH PAVEMENT REMOVAL GRIND EXISTING PAVEMENT (0.15' DEPTH) 464-00 ADJUSTMENT NOTES ADJUST MANHOLE LID TO GRADE ADJUST VALVE BOX TO GRADE e ADJUST MONUMENT TO GRADE 47 *.. REPLACEMENT NOTES e REMOVE EX. CB FRAME GRATE. INSTALL NEW FRAME E GRATE CONSTRUCTION NOTES lex#FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 b FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. IT SIDEWALK/ CURD/ RAMP MODIFICATION, SEE SHEET 13 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "B" #2379 PREPARED' UNDER THE DIRECTION OF: 0 Li 1\1Y fr.).4 , '\ PROJECT ENGINEER: ROB LOCHMILLER DRAWN: CHECKED BY: J. MATTHEWS R. LOCHMILLER t2EVISION1 5 24TH AVENUE *STA. 39+00 70 5TA. 49+00 SHEET 10 OF 56 QACivil 3D projects\R City of Yakima 2014 Overlay \Schedule Mschedule3_dwg to pdf base.dwg, 24th(4), 3/11/2014 11:00:29 AM GRIND EXISTING PAVEMENT (0.15 DEPTH) ADJUST MANHOLE LID TO GRADE ADJUST COMMUNICATION LID TO GRADE e, ADJUST VALVE BOX TO GRADE e REMOVE EX. CB FRAME GRATE. INSTALL NEW FRAME E GRATE REMOVE EX. CB FRAME HOOD E GRATE. INSTALL NEW FRAME E GRATE ONLY lex#FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 b FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. IT SIDEWALK/ CURD/ RAMP MODIFICATION, SEE SHEET 13 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "B" #2379 PREPARED' UNDER THE DIRECTION OF: 0 Li ryiN f24 TE: , '\ PROJECT ENGINEER: ROB LOCHMILLER DRAWN: CHECKED BY: J. MATTHEWS R. LOCHMILLER I2EVISIOM 5 24TH AVENUE .5 TA . 49+00 70 5TA. 59+00 SHEET 11 OF 56 QACivil 3D projects\R City of Yakima 2014 Overlay \Schedule Mschedule3_dwg to pdf base.dwg, 24th(5), 3/11/2014 11:00:34 AM LEGEND FULL DEPTH PAVEMENT REMOVAL GRIND EXISTING PAVEMENT (0.15' DEPTH) I 1' r 56' 1 Ent 16' S. 24TH AVENUE 10' s ADJUSTMENT NOTES €) ADJUST MANHOLE LID TO GRADE 8 ADJUST VALVE BOX TO GRADE 61.50 CONSTRUCTION NOTES #x# FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 b FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. IT SIDEWALK/ CURD/ RAMP MODIFICATION, SEE SHEET 13 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "B" #2379 PREPARED' UNDER THE DIRECTION OF: 0 Li 1\1Y f*,) fr.).4 TE: , '\ PROJECT ENGINEER: R013 LOCHMILLER DRAWN: CHECKED BY: J. MATTHEWS R. LOCHMILLER t2EVISION1 5 24TH AVENUE .5 TA . 59+00 TO E.O.P. SHEET 12 OF 56 QACivil 3D projects\R City of Yakima 2014 Overlay \Schedule Mschedule3_dwg to pdf base.dwg, 24th(6), 3/11/2014 11:00:39 AM SIDEWALK, CURB & RAMP NOTES NOTE: THE FIRSI NUMBER OE "CODE DESIGNATION REFERS TO THE SHEET NUMBER OE THE CONTRACT PLANS. THE SEC.OND NUMBER REFERS TO THE SIDEWALK/CURB NUMBER. _."' ,..0 2- o A. 2 •cl- <4., ca 0 2 ,,, s- 0 (...., •-••• 7- ,-:., 0 C.( 2 0 - ., , • , ,T ."',' ,,,,c •,'.-" ,,-'-' <4' 6' 0..- r ,,::• , ,c,`r „ , . ,q.sr 4 ,: ,...-1/4' , ' L .:" i - Q: -, c., L. _\' (2- -N- -S' 4z gr: - g-3 . Q ,-C..-; 2. 0- 0 NO1E: APPROX QUANTITIES NECESSARY TO REMOVE AND CONSTRUCT SIDEWALK AND CURB (.., A..A.,(-' A..0 A. A. 2 IMPROVEMENIS. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REN1CVAL. ACTUAl. .1‹, ' 4,... sv QUANTITIES MAY VARY, PAYMENT WILL I3E BASEL) ON FIELD MEASUREMENTS <4,, c ROAD STATION OFF. 5.Y. L.F. TON L.F. L.F. 1 F. L.F. S.Y. EACH EACH EACH EACH EACH EACH 5.Y. S.Y. S.F. Comments 7 -1 24TH 11410 LT 13.9 2 13.9 REPLACE DAMAGED AND DEPRESSED SIDEWALK 7 -2 2470 1650 LT 11.1 20 2 20 11.1 REPLACE DEPRESSED CURB AT BRIDGE ENDS 7 -3 24TH 16+60 RT 5_6 20 1 20 5.6 REPLACE DEPRESSED CURB AT BRIDGE ENDS 8 -4 24TH 21+50 LT 14.7 15 2 15 27 3,91 . RAMP SIDEWALK ON RACQUET LN. DOWN TO BOTTOM OF SINGLE DIRECTION RAMP (8_3% MAX) 8 -5 24TH 22+00 LT 8.7 8 1 8 22 8 6 74TH 28+75 LT 20 20 REPLACE DAMAGED CURB 9 -7 24TH 34+60 LT 9.4 17 1 17 17 9 -8 24TH 35+10 LT 14.7 15 2 15 27 3.9 1 RAMP SIDEWALK ON MEAD AVE. DOWN TO BOTTOM OF SINGLE DIRECTION RAMP (3.3% MAX) 10 -9 24TH 40+20 RT 10 10 REPLACE DAMAGED CURB 10 -10 24TH 41+20 RT 8.1 8 1 8 22 10 -11 24TH 43+70 RT 14.7 15 2 15 27 3.9 1 RAMP SIDEWALK ON LOGAN AVE. DOWN TO BOTTOM OF SINGLE DIRECTION RAMP 8.33(i MAX) 10 -12 74TH 45+50 IT 87 8 1 8 22 10 -13 24TH 46+00 LT 8.7 8 1 8 22 10 -14 24TH 48410 RT 8.7 8 1 8 22 2.3 10 -15 24TH 48+50 RT 23.3 21 3 21 39 7.6 1 1 RAMP SIDEWALK ON VIOLA AVE. DOWN TO Borrom OF SINGLE DIRECTION RAMP (3.3% MAX) 10 -16 24TH 48+60 LT 94 17 1 17 17 11 -17 24TH 52+75 LT 11 11 11 -18 24TH 53+20 LT 15.6 28 2 28 17 6.1 11 -19 24TH 56+60 LT 4.0 4.0 REPLACE DAMAGED SIDEWALK 12 -20 24TH 59+10 RT 30 30 . . REPLACE DAMAGED CURB 12-71 24TH 61+00 RT 9.4 17 1 17 17 1 12 -22 24TH 61+00 LT 6.0 6.0 8 REMOVE/REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTALL DETECTABLE WARNING SURFACE Totals for this sheet 194.7 296 24 296 0 298 0 68,3 4 1 0 0 9 0 0 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "B" #2379 COUNTY ENGINEER in:: 1 1:,14311f..1::i: H Luc:Hrdu WS CHE CK L 0 BY: LOCH1vIII.LE:H SIDEWALK. CURB & RAMP NOTES 24TH AVE. 4•..0 C.1v 4014 f.),,:avVrA *, # • • 44' 20' 4.444 444 2+00 TIETON DRIVE LEGEND FULL DEPTH PAVEMENT REMOVAL GRIND EXISTING PAVEMENT (0.10 DEPTH) ,10,111, It00 4+00 ADJUSTMENT NOTES ADJUST MANHOLE LID TO GRADE ADJUST VALVE BOX TO GRADE e ADJUST MONUMENT TO GRADE REPLACEMENT NOTES e REMOVE EX. CB FRAME GRATE. INSTALL NEW FRAME E GRATE 4 CONSTRUCTION NOTES lex#' FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 b FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. IT SIDEWALK/ CURD/ RAMP MODIFICATION, SEE SHEET 20 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "B" #2379 PREPARED' UNDER THE DIRECTION OF: 0 Li 1\ E." I\jr-ri l*") .1f; , '\ PROJECT ENGINEER: R013 LOCHMILLER DRAWN: CHECKED BY: J. MATTHEWS R. LOCHMILLER REVISION1 ‘• TIETON DRIVE 13.0P. TO 5TA. 10+00 SHEET 14 OF 56 Q: \Civil 3D projects\R City of Yakima 2014 Overlay \Schedule B \scheduleit dwg to pdf base.dwg, Te TIETON DRIVE LEGEND FULL DEPTH PAVEMENT REMOVAL GRIND EXISTING PAVEMENT (0.10 DEPTH) *** Si' ADJUSTMENT NOTES ADJUST MANHOLE LID TO GRADE 8 ADJUST VALVE BOX TO GRADE 9 El EB REPLACEMENT NOTES REMOVE EX. CB FRAME HOOD t GRATE. INSTALL NEW FRAME t GRATE ONLY CONSTRUCTION NOTES lex#FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 b FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. IT SIDEWALK/ CURD/ RAMP MODIFICATION, SEE SHEET 20 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "B" #2379 PREPARED' UNDER THE DIRECTION OF: 0 Li ryiN f24 TE: j-7:09 , '\ PROJECT ENGINEER: R013 LOCHMILLER DRAWN: CHECKED BY: J. MATTHEWS R. LOCHMILLER I2EVISIOM TIETON DRIVE .5 TA . 10+00 TO 5TA. 20+00 SHEET 15 OF 56 QACivil 3D projects\R City of Yakima 2014 Overlay \Schedule Mschedule3_dwg to pdf base.dwg, Teto '". I I' 44' 221.00 TIETON DRIVE .......... CA" I l' i.. • X 44' *1 27.00 LEGEND FULL DEPTH PAVEMENT REMOVAL GRIND EXISTING PAVEMENT (0.10' DEPTH) ADJUSTMENT NOTES ADJUST MANHOLE LID TO GRADE ADJUST VALVE BOX TO GRADE ADJUST MONUMENT TO GRADE REPLACEMENT NOTES @REMOVE EX. CB FRAME GRATE. INSTALL NEW FRAME t GRATE REMOVE EX. CB FRAME HOOD e GRATE. INSTALL NEW FRAME t GRATE ONLY CONSTRUCTION NOTES cri it'xie FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. IT SIDEWALK/ CURD/ RAMP MODIFICATION, SEE SHEET 20 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "B" #2379 PREPARED' UNDER THE DIRECTION OF: 0 LIN &Airy 13.4 *ID , '\ PROJECT ENGINEER: R013 LOCHMILLER DRAWN: CHECKED BY: J. MATTHEWS R. LOCHMILLER t2EVISION1 TIETON DRIVE .STA. 20+00 70 5 TA. 30+00 SHEET 16 OF 56 Q: \Civil 3D projects\R City of Yakima 2014 Overlay \Schedule B \scheduleit dwg to pdf base.dwg, Te et ADJUST MANHOLE LID TO GRADE qi> ADJUST VALVE BOX TO GRADE GRIND EXISTING PAVEMENT (0.10 DEPTH) ()REMOVE EX. CB FRAME t GRATE. INSTALL NEW FRAME t GRATE ()REMOVE EX. CB FRAME HOOD t GRATE. INSTALL NEW FRAME t GRATE ONLY 1 4. Wx+1. FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH 5IZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. fr SIDEWALK/ CURB/ RAMP MODIFICATION, SEE SHEET 20 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "B" #2379 PREPARED' UNDER THE DIRECTION OF: 0 Li \Y NE. f24 TE: j-7:09 , '\ PROJECT ENGINEER: R013 LOCHMILLER DRAWN: CHECKER BY: J. MATTI-Eft R. LOCHMILLER REVISION: TIETON DRIVE 5 TA. 30+00 70 .STA. 40+00 SHEET 17 OF 56 QACivil 3D projects\R City of Yakima 2014 Overlay \Schedule Mschedule3_dwg to pdf base.dwg, Teto I l' 41s00 44' TIETON DRIVE 4 0 * XIS 15700 , 6 44000 1 10' LEGEND FULL DEPTH PAVEMENT REMOVAL GRIND EXISTING PAVEMENT (0.10 DEPTH) ADJUSTMENT NOTES 'ADJUST CATCH BASIN TO GRADE et ADJUST MANHOLE LID TO GRADE e, ADJUST VALVE BOX TO GRADE e ADJUST JUNCTION BOX TO GRADE REPLACEMENT NOTES REMOVE EX. CB FRAME HOOD t GRATE. INSTALL NEW FRAME t GRATE ONLY CONSTRUCTION NOTES #'x#FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 b FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. IT SIDEWALK/ CURD/ RAMP MODIFICATION, SEE SHEET 21 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "B" #2379 PREPARED' UNDER THE DIRECTION OF: 0 Li ryiN f24 TE: j-7:09 , '\ PROJECT ENGINEER: R013 LOCHMILLER DRAWN: CHECKED BY: J. MATTHEWS R. LOCHMILLER REVISION1 TIETON DRIVE .STA. 40+00 70 .STA. 50+00 SHEET 18 OF 56 Q: \Civil 3D projects\R City of Yakima 2014 Overlay \Schedule B \scheduleit dwg to pdf base.dwg, Te 0 0 61 - kr) I I' 44' TIETON DRIVE 52 4.0 0 5.6.0017', le X LEGEND FULL DEPTH PAVEMENT REMOVAL GRIND EXISTING PAVEMENT (0.10 DEPTH) GRIND EXISTING PAVEMENT (0.15' DEPTH) X 56+50 -6- ADJUSTMENT NOTES ADJUST MANHOLE LID TO GRADE ADJUST VALVE BOX TO GRADE REPLACEMENT NOTES REMOVE EX. CB FRAME HOOD t GRATE. INSTALL NEW FRAME t GRATE ONLY CONSTRUCTION NOTES lex#FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 b FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. IT SIDEWALK/ CURD/ RAMP MODIFICATION, SEE SHEET 21 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "B" #2379 PREPARED' UNDER THE DIRECTION OF: 0 Li `..! i'.24 YE: j-7:09 , '\ PROJECT ENGINEER: R013 LOCHMILLER DRAWN: CHECKED BY: J. MATTHEWS R. LOCHMILLER t2EVISION1 TIETON DRIVE .STA. 50+00 TO E.O.P. SHEET 19 OF 56 14 11:09:21 AM Q:\CvI 3D projects\R0 City of Yakima 2014 Overlay \Schedule B \schedule_B_dwg to pdf base.dwg, Tebo SIDEWALK, CURB & RAMP NOTES NOTE: THE FIRST. NUN -BER DESIGNATION TO THE SHEET THE CONTRACT TI -IE SECOND REFERS TO THE NUMBER. --. ,..., (:.• ., .:...•' ..:. ...._ c.i Q.7. . C ... - '• iz.--* ..1/4.- c.,_. , _ • .., ,....• , , . , J NOTE APPROX. QUANTITIES NFCFSSARY TO REMOVE AND CONSTRUCT SIDEWALK AND CURB INIPROVEMENTS. VERIFY LOCATIONS WITH ENGINEER PRIOR 10 REMOVAL. ACTUAL '-. `:-.: ' .<$, QUANTITIES MAY VARY, PAYMENT WIa BE BASED ON FIELD MEASUREMENTS. OF "cam:: REFERS NUMBER Or PLANS. NUMBER SIDEWALK/CUTI8 ROAD STATION 01 F_S.Y. _F. TON 1. L.F. LF L.F. F. . 5.Y. EACH EACri EACH EACH EACH EACh S.Y. 5 ¥ S.1. Comments 14 -1. TIETON 3+00 1 6.0 6.0 8 REMOVE/REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTALL DETECTABLE WARNING- SURFACE 14 -2 1 116 N 350 LT 50 6.0 FiENIOVE/REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTALL DETECTABLE WARNING SURFACE 14 -3 TIETC)N 3+00 RT 50 61 8 R MOVE/REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTALL DETECTABLE WARNING SURFACE 14 -4 TIETON 350 RT 60 6.0 8 MOVE/REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTALL DETECTABLE WARNING SURFACE 14 -5 TIETON 6425 LT .100. 14 -6 TIETON 6+75 1 606.. RE VE/REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTALL DETECTABLE WARNING SURFACE 14 -7 TIETON 6+40 81 611 6.1 8 RE OVE/REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTALL DETECTABLE WARNING SURFAC.F. 14 -8 TIETON 6+80 T 6.7 15 1 15 11 1 .4 -9 DETON 9+65 RT 6.7 15 1 15 11 1 15 10 TIFTON 1000 R 6.7 15 1 15 11 1 15 -11 TILTON 16+20 11 ..- 17 3 37 11 1 15 12 11TON 17+00 LT 9.4 17 1 17 17 15 -13 TIETON 19+50 IT 9.4 17 1 17 17 15 -14 TIETON 19+50 81 67 1_1 1 -11 1 15-15 TIETON 19+90 RT 6.7 15 1 15 11 1 16 16 TIETON 20+20 1' 60 13 1 13 11 1 16 17 TE1ON 22+90 11 50 13 1 13 11 16 -18 TIE TON 23+25 LT 60. 15 -19 TIETON 22+80 RT 6.7 15 1 15 11 1 16 -20 TIETON 23+20 RT 6.7 15 1 15 11 1 16-21 TIETON 26+10 6.0 13 1 13 11 1 16 -22 TIETON 26+50 LI 6.0 13 1 13 11 1 16 23 TIETON 26+20 81* 6.7 15 1 15 11 1 16- 4 TIETON 26450 RT 6. 15 1 15 11 1 1625 TIETON 29+50 RI 60.; REMOVE/REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTALL DETECTABLE WARNING SURFACE 16 -26 TIETON 29+30 RT 6.0 53 8 REMOVE/REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTALL DETECTABLE WARNING SURF ACE 7 27 TIETON 32+00 RT 60 6.0 8 REMOVE/REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTALL DETECTABLE WARNING SURFACE 17 28 TIETON 32+40 RT 57 15 1 15 32 1 17-29 TIETON 36+10 RT 6.0 10 10 6.,.) 8 RE VE/REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTALL DETECTABLE WARNING SURFACE 17 -30 TIETON 36+40 RT 6.7 15 1 15 11 1 1-31 TIFTON 39+40 RT 60 6.3 8 REMOVE/REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTALL DETECTABLE WARNING SURFACE 7 -- 2 TIETON 39+70 RT 6.7 15 1 15 11 1 Totals for this sheet 214.6 324 22 324 0 24965.0 3 0 6 6 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "B" #2379 15 Ef? CHECKL Y: Locrimaitin f3f- t "1:3; SIDEWALK, CURB & RAMP NOTES TIETON DR. (1) SIDEWALK CURB & RAMP NOTES NgaHfFIRST , NUMBLL OCOD DESIGNATION RI 0 TO [01 1-NUMM OF TH1: (+ow -kiwi- PLANS. Thil SECOND NUMPE.111111E RS TO TI B. SIDEWALK/CUR II A- NUMBER. , -% - .„N9 i-'''' c .s- c`,,', :-.'-ii... (, Li • Sz- -Q '4, L., ,‘.. , .,,i-:iY © 4rQ1 ,.. . i --.9 -' . .'-' E, Q- ) :' Q. 0, +Sr 4- .i ii.7 ,::; 9 'c c e •• ii'i sr Q., c.7 C, ''; ,:.r.' ii,.., .,,,%• '' , (.,... o ....., ,-, L., Q - YCi- - ''c,S,p•,c-i.: .tQ,";, Q(.'4+','-' )--' ' II. •: 19 .t, QTFI ) NOTE: APPROX QUANIES NECES10 MCO SARY fli MOVE AND NS1RUCT SWLK iDLIAAND CURL; iiIii..• ,Ili• ...- ‘4, ,i.i ,i‘, .%i- %-• .%-• IMPROVE:MI-N[5. VERILY Too\ noNs WITH ENGINL ER' CRIOR 10 REMOVAL ACELJAL (( S' o; L.LlIAN 111 IL 5 MAY VARY. PAYMLN 1 W IL L t3 L. RASE u ON IiIi_LO M1 AslF131Mt NIS ROAD STATION OFF. S.Y. L.E. TON I .E. L.E. I.F. L.F. 5.Y. EACH EACH EACH EACH EAC.H EACH 5.Y. S.Y. S.F. Cornmems 18 -33 TIE TON 42+50 LT 16.7 14 14 9,9 WIDEN SIDEWALK ON BACKS:DE OF SIG NAI 901.1. TO PROVIDE 41T OF ADA ACCESS EV: 0 INC 1. ' 18 .34 TIETON 43400 LT 11 4 17 17 8 35 TIE N 47+50 RT 13.7 27 77 8.7 18 -36 TIETON /3+00 T 12.0 12.0 16 REN101/1/REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTALL DETECTABLE. \.VARFLING SURFACEIX21 18 37- TIETON 45 L 75 LT 15.1 17 17 -3818 TIETON 40+25 LT 10 10 RAISE CURB 0.15 FT AT CONCRETE PANEL FOR OVERLAY ON 19111 AVE. 18 -39 TIETON 15-+80 RI 12.3 26 2 26 17 1 18 -40 TIETON 46430 RT 12.3 26 2 26 17 18 -41 TIETON 49 +10 RT 13.7 20 2 20 20 2.9 1 RAMP SIDEWALK ON 18TH AVE. DOWN TO LiOTTOM OF SINGLE DIRECTION RAMP (8.3I.IiiI. MAXI 18 -42 TIETON 46+50 RT 7.9 15 1 15 13 19 1 RAMP SIDEWALK ON 18TH AVE. DOWN TO BOTTOM OF SINGLE DIRECTION RAMP (E 3Y: MAX) 19 -43 TIETON 57+80 LT 9.0 15 1 15 15 3.3 1 RAMP SIDEWALK ON 17TH AVE. DOWN TO BOTTOM OF SINGLE DIRECTION RAMP IE.3, MAX) 19 -14 TIETON 55+40 RT 15 15 REM ACE DAMAGED CURB . . . Totals for this sheet Totals 172.1 702 15 202 0 115 0 38.7 4 0 2 0 3 0 0 16 0 336.7 526 37 526 0 365 0 104.7 7 0 2 0 3 18 0 0 104 0 0 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "B" #2379 PREPARED LINDEFI THE DIRECTION OF: rri irAir FL I rit H v miv,v cote:Kr ro, A VI iAllt Ell i (11,SC )t SIDEWALK. CURB & RAMP NOTES TIETON DR. (2) SHEET 21 OF 56 0+00 64 N DI S. 19TH AVENUE • 9' 1+00 24.00 EDGE OF OVERLAY AT FACE OF ORB 30', 2?' LEGEND FULL DEPTH PAVEMENT REMOVAL GRIND EXISTING PAVEMENT (0.10 DEPTH) ADJUSTMENT NOTES e ADJUST VALVE BOX TO GRADE CONSTRUCTION NOTES #`01' FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "B" #2379 PREPARED' UNDER THE DIRECTION OF: 0 Li \Y NE. f.24 , '\ PROJECT ENGINEER: R013 LOCHMILLER DRAWN: CHECKER BY: J. MATTI-Eft R. LOCHMILLER REVISION: 5. I9TH AVENUE TO STA. 9+00 SHEET 22 OF 56 14 11:11:39 AM QACivil 3D projects\R9 City of Yakima 2014 Overlay \Schedule B\schedule_B_dwg to pdf base.dwg, 19th (1), GRIND EXISTING PAVEMENT (0.10DEPTH) 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "B" #2379 PREPARED' UNDER THE DIRECTION OF: 0 Li ryiN TE: , '\ PROJECT ENGINEER: R013 LOCHMILLER DRAWN: CHECKED BY: J. MATTHEWS R. LOCHMILLER REVISION1 5. 19TH AVENUE .STA. 9+00 TO E.O.P. SHEET 23 OF 56 QACivil 3D projects\R City of Yakima 2014 Overlay \Schedule Mscheduleit dwg to pdf base.dwg, 19th (2), yr, sI 88 8 75' 1 12' LEGEND FULL DEPTH PAVEMENT REMOVAL GRIND EXISTING PAVEMENT (0.15' DEPTH) 48' ADJUSTMENT NOTES ADJUST MANHOLE LID TO GRADE ADJUST VALVE BOX TO GRADE E)ADJUST JUNCTION BOX TO GRADE ADJUST MONUMENT TO GRADE 16TH AVENUE Ea 12' Vwj CONSTRUCTION NOTES • 19 Ea 46' #'Kti' FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT DY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. 0 0 0 CN 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "B" #2379 PREPARED' UNDER THE DIRECTION OF: Lt , Niry f:•• / '\ PROJECT ENGINEER: R013 LOCHMILLER DRAWN: CHECKED BY: J. MATTHEWS R. LOCHMILLER t2EVISION1 16TH AVENUE 8.0.P. TO 5TA. 20+00 SHEET 24 OF 56 QACivil 3D projects\R5 City of Yakima 2014 Overlay \Schedule Mschedule_B_dwg to pdf base.dwg, 16th(1), 3/11/2014 11:14:52 AM 0 0 m 16TH AVENUE 22+00 ea 12' 24 0 0 1:1; 25 - 46' al • .. 27 LEGEND FULL DEPTH PAVEMENT REMOVAL GRIND EXISTING PAVEMENT (0.15' DEPTH) ADJUSTMENT NOTES €)ADJUST MANHOLE LID TO GRADE ADJUST VALVE BOX TO GRADE E)ADJUST JUNCTION BOX TO GRADE ADJUST MONUMENT TO GRADE REPLACEMENT NOTES e REMOVE EX. CB FRAME GRATE. INSTALL NEW FRAME E GRATE ES CONSTRUCTION NOTES #'x#FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 b FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "B" #2379 PREPARED' UNDER THE DIRECTION OF: 0 Li Ni ryiN f.24 , '\ PROJECT ENGINEER: R013 LOCHMILLER DRAWN: CHECKED BY: J. MATTHEWS R. LOCHMILLER t2EVISION1 / 6TH AVENUE *STA. 20+00 TO .5 TA . 30+00 SHEET 25 OF 56 QACivil 3D projects\R City of Yakima 2014 Overlay \Schedule Mschedule_B_dwg to pdf base.dwg, 16th(2), 3/11/2014 11:16:04 AM 16TH AVENUE LEGEND FULL DEPTH PAVEMENT REMOVAL GRIND EXISTING PAVEMENT (0.15 DEPTH) GROUP 2 GROUP I I' 40 I I ADJUSTMENT NOTES °ADJUST CATCH BASIN TO GRADE ADJUST MANHOLE LID TO GRADE ADJUST VALVE BOX TO GRADE ADJUST METER BOX TO GRADE ADJUST JUNCTION BOX TO GRADE ADJUST MONUMENT TO GRADE REPLACEMENT NOTES REMOVE EX. CB FRAME E GRATE. INSTALL NEW FRAME E GRATE @REMOVE EX. Cer FRAME HOOD E GRATE. INSTALL NEW FRAME E GRATE ONLY CONSTRUCTION NOTES lexi4' FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 b FT F3Y b FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. SIDEWALK/ CURB/ RAMP MODIFICATION, SEE SHEET 32 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "B" #2379 PREPARED' UNDER THE DIRECTION OF: 0 Li Ni ryiN 17.) , '\ PROJECT ENGINEER: R013 LOCHMILLER DRAWN: CHECKED BY: J. MATTHEWS R. LOCHMILLER t2EVISION1 / TH AVENUE .STA. 30+00 70 .STA. 40+00 SHEET 26 OF 56 QACivil 3D projects\R City of Yakima 2014 Overlay \Schedule Mschedule_B_dwg to pdf base.dwg, 16th(3), 3/11/2014 11:16:09 AM 4744V-; GRIND EXISTING PAVEMENT (0.15 DEPTH) e ADJUST VALVE BOX TO GRADE ADJUST JUNCTION BOX TO GRADE ADJUST MONUMENT TO GRADE WK#' FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "B" #2379 PREPARED' UNDER THE DIRECTION OF: 0 Li ryiN f24 TE: , '\ PROJECT ENGINEER: R013 LOCHMILLER DRAWN: CHECKED BY: J. MATTHEWS R. LOCHMILLER t2EVISION1 / TH AVENUE STA. 40+00 TO .5 TA . 50+00 SHEET 27 OF 56 QACivil 3D projects\R City of Yakima 2014 Overlay \Schedule Mschedule_B_dwg to pdf base.dwg, 16th(4), 3/11/2014 11:16:14 AM 52.00 16TH AVENUE • 52' t•-• ' cr) Eff —1 55.00 1 52' I I' I1' GROUP 4 GROUP 5 1 I I' 15 59+60 LEGEND FULL DEPTH PAVEMENT REMOVAL GRIND EXISTING PAVEMENT (0.15 DEPTH) ADJUSTMENT NOTES e/ ADJUST MANHOLE LID TO GRADE 4E) ADJUST VALVE BOX TO GRADE e ADJUST MONUMENT TO GRADE • CONSTRUCTION NOTES WK#' FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT FYY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "B" #23 7 9 PREPARED' UNDER THE DIRECTION OF: V 4. 0 Li `,1Y f.:24 j-7:09 , '\ PROJECT ENGINEER: R013 LOCHMILLER DRAWN: CHECKED BY: J. MATTHEWS R. LOCHMILLER t2EVISION1 I6TH AVENUE STA. 50+00 70 .STA. 60+00 SHEET 28 OF 56 Q: \Civil 3D projects\R City of Yakima 2014 Overlay \Schedule B \scheduleit dwg to pdf base.dwg, 16th(5), 3/11/2014 11:16:19 AM 16TH AVENUE LEGEND FULL DEPTH PAVEMENT REMOVAL GRIND EXISTING PAVEMENT (0.15 DEPTH) I I ' t 1 11' 47' 6 67.00 ADJUSTMENT NOTES ADJUST MANHOLE LID TO GRADE ADJUST VALVE BOX TO GRADE E), ADJUST JUNCTION BOX TO GRADE ADJUST MONUMENT TO GRADE 11' ....... 6.: 6 6' patimomirtk... 4 •••• ••••••••••6 REPLACEMENT NOTES e REMOVE EX. CB FRAME t GRATE. INSTALL NEW FRAME t GRATE ,g)REMOVE EX. CB FRAME HOOD t GRATE. INSTALL NEW FRAME t GRATE ONLY CONSTRUCTION NOTES 14'xie FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "B" #2379 PREPARED' UNDER THE DIRECTION OF: 0 Li 1\J 1'..2 TT:: j-7:09 , '\ PROJECT ENGINEER: R013 LOCHMILLER DRAWN: CHECKED BY: J. MATTHEWS R. LOCHMILLER t2EVISION1 /6TH AVENUE .STA. 60+00 TO 5TA. 70+00 SHEET 29 OF 56 QACivil 3D projects\R City of Yakima 2014 Overlay \Schedule Mschedule_B_dwg to pdf base.dwg, 16th(6), 3/11/2014 11:16:24 AM ••••••Mi•••••••••,. GRIND EXISTING PAVEMENT (0.15 DEPTH) @ADJUSTMANHOLE LID TO GRADE ADJUST VALVE BOX TO GRADE e. ADJUST METER BOX TO GRADE ,€) ADJUST JUNCTION BOX TO GRADE ADJUST MONUMENT TO GRADE () REMOVE EX. CB FRAME t GRATE. INSTALL NEW FRAME t GRATE .@ REMOVE EX. CB FRAME HOOD t GRATE. INSTALL NEW FRAME t GRATE ONLY #4'xie FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. SIDEWALK/ CURB/ RAMP MODIFICATION, SEE SHEET 32 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "B" #2379 PREPARED' UNDER THE DIRECTION OF: 0 Li \Y NE. f24 TE: j-7:09 , '\ PROJECT ENGINEER: R013 LOCHMILLER DRAWN: CHECKER BY: J. MATTHEWS R. LOCHMILLER REVISION: 1677-1 AVENUE .5TA. 70+00 70 5TA. 50+50 SHEET 30 OF 56 QACivil 3D projects\R City of Yakima 2014 Overlay \Schedule Mschedule_B_dwg to pdf base.dwg, 16th(7), 3/11/2014 11:16:29 AM GRIND EXISTING PAVEMENT (0.15 DEPTH) ADJUST MANHOLE LID TO GRADE ADJUST VALVE BOX TO GRADE ADJUST METER BOX TO GRADE e REMOVE EX. CB FRAME t GRATE. INSTALL NEW FRAME t GRATE 14'xie FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 b FT BY b FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "B" #2379 PREPARED' UNDER THE DIRECTION OF: 0 Li ryiN f24 TE: , '\ PROJECT ENGINEER: R013 LOCHMILLER DRAWN: CHECKED BY: J. MATTHEWS R. LOCHMILLER t2EVISION1 / TH AVENUE *STA. 80+50 TO E.O.P. SHEET 31 OF 56 QACivil 3D projects\R City of Yakima 2014 Overlay \Schedule Mschedule3_dwg to pdf base.dwg, 16th(8), 3/11/2014 11:16:34 AM 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "B" #2379 R. C)Cfr e1:1;L111 ORA TM CHECKED BY: R. LOC:IO/LI ER 'E V' - SIDEWALK, CURB & RAMP NOTES 16TH AVE. (1) SHEET 32 OF 56 :.::., (‹, L., a s,9 ,.., ci., 2..,:* ,-,,, .."-i' ,- t..., -1,- - &,,, .1.. ,-,.;. t..., , --c&- L.,' .9.7 (..., g (...: .::* ,•- Li '.. , . s.' :T SIDEWALK, •-;‘'. . . .,S- ci.,, (.) t , Nz.• -c• 4,., q sf...i. -...-` . • CURB & RAMP , Q. „ c.,- , .,,. ..-3- ..., ,.,, , ,-, (, .c.,_,,°-' (Z,.' '''. ,G'' ,,= \Q-' ‘c , in cL, a. 4.... Q., a. q. , ,::..'' q. a. q. ,,, • i. ...- ....' Q. -1' *k• •-) '-,' 6.— C3- , A.-. h. NOTE. .• 4-...., ‘4., •"' 4'• NOTES NCDE: I HE 11 SI NUMBER OF "CODE DESIGNATION REFERS TO THE SHEET NUMBER OF THE CONTRACT PLANS. THE SECOND NUMBER REFERS TO THE SIDEWALK/CURB NUMBER. APPROX. QUANTITIES NECESSARY TO REMOVE AND CONSTRUCT SIDEWALK AND CURB IMPROVEMENTS. voitrY LOCATIONS 1,11TH ENGINEER PRIOR TO REMOVAL ACTUAL QUANTITIES MAY VARY, PAYMENT WILL BE BASED ON FIELD MEASUREMENTS. ROAD STATION DEL 5.Y, I...F. TON L.F. I.E. L.F. L.F. S.Y. EACH EACH EACH EACH EACH EACH S.Y. S.Y. S.F. CernmentS 26 -1 16111 36'50 RT 8.3 15 15 8.3 F1EGRADE GUTTER FLOW TO REMOVE DIP 30 -2 16TH 78450 • RT 11.1 . 20 20 11 REPLACE DAMAGED DRIVEWAY • • . • • • • Totals for this F,hect 19.4 35 1 35 8_3 0 0 0 u 0 Q 11 0 0 0 0 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "B" #2379 R. C)Cfr e1:1;L111 ORA TM CHECKED BY: R. LOC:IO/LI ER 'E V' - SIDEWALK, CURB & RAMP NOTES 16TH AVE. (1) SHEET 32 OF 56 I I' YAKIMA AVENUE 4 44 hop go * I 1' 44' LEGEND FULL DEPTH PAVEMENT REMOVAL GRIND EXISTING PAVEMENT (0.10' DEPTH) I ADJUSTMENT NOTES ADJUST MANHOLE LID TO GRADE 8 ADJUST VALVE BOX TO GRADE REPLACEMENT NOTES e REMOVE EX. CB FRAME t GRATE. INSTALL NEW FRAME t GRATE CONSTRUCTION NOTES fexie FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 b FT BY b FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. 17 SIDEWALK/ CURB/ RAMP MODIFICATION, SEE SHEET 35 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "B" #2379 PREPARED' UNDER THE DIRECTION OF: 0 LIN E.- \ TE: , '\ PROJECT ENGINEER: R013 LOCHMILLER DRAWN: CHECKED BY: J. MATTHEWS R. LOCHMILLER t2EVISIOab YAKIMA AVENUE TO 5TA. 10+00 SHEET 33 OF 56 3/11/2014 11:18:40 AM QACivil 3D projects\R0 City of Yakima 2014 Overlay \Schedule 8 \schedule3_dwg to pdf base.dwg YAKIMA AVENUE LEGEND FULL DEPTH PAVEMENT REMOVAL GRIND EXISTING PAVEMENT (0.10 DEPTH) ADJUSTMENT NOTES cF) ADJUST MANHOLE LID TO GRADE 8 ADJUST VALVE BOX TO GRADE 15+00 19+50 REPLACEMENT NOTES CONSTRUCTION NOTES 0 REMOVE EX. CB FRAME t GRATE. INSTALL NEW FRAME t GRATE r OW FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. fl SIDEWALK/ CURB/ RAMP MODIFICATION, SEE SHEET 35 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "B" #23 79 PREPARED' UNDER THE DIRECTION OF: 0 Li ryiN f24 TE: j-7:09 , '\ PROJECT ENGINEER: R013 LOCHMILLER DRAWN: CHECKED BY: J. MATTHEWS R. LOCHMILLER t2EVISION1 YAKIMA AVENUE .5 TA . 10+00 TO E.O.P. SHEET 34 OF 56 QACivil 3D projects\R City of Yakima 2014 Overlay \Schedule Mschedule3_dwg to pdf base.dwg, Yakima (2), 3/11/2014 11:19:51 AM 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "B" #2379 COUNTY ENGINEER DATE: A40):V? I 13 150.::0?`,.!?! i 0 I 11 ircr.**?,4 (1.3CA."1. (3'r' 1. 4 C) 315333 11.13 in 1';:4'iON SIDEWALK, CURB & RAMP NOTES YAKIMA AVE. SHEET 35 QF 56 SIDEWALK CURB & RAMP NOTES Nflif.. THE HRST NI.1M14111 OF "conr orsiciNATIoN REFERS 10 Ttlf SHEFT NUM111.11 Of THE\ CONTRA11 PI ANS. It ir SF.C.OND NUN -3M R1EERS TO Tlif SIDE WAI K7Ct1111i NUMBER. - A, ‘,. , cc ...... . ' ‘Z. ' %.;-.. /..,„ ....) . ; q). 5 : .,4.:. • ,.... •,' V 1:7I ,...`T.I• r.,, -- , • , • , . / . ,-... , -.. ,. .- . Q - . -• 4 Q,',. . . , c .• : ' • ' ,.,,. ' ' •0 . ,i„ :-1,` II -I- ....- - , , , , e, .--,.. . ....- ' 7. C ---.' .',.,.. , .,(..:'' • ..,. .:-' '.: <7,'" q • q. , • : -, 'V <, ... i.... ' ,,,i. - • - 4 .„_%. ..- - ,r -1, •c,, 0 , e 4 . . . z ... .,,,. , . . , :,. r .,.., .,,,,, • Q Q / --;; - --. II -'• -L../ -% •... •••• ,... ..... , cc. 0 (9 (_, L.,,, , .: APPROX QUANTITIES' i',FCFSSARY TO REMOVE AND CONSTRUCT SIDEV.,,ALK ANL) 6111113 r.., A., ••-.. •••• .I• ;.T. -,.. , IMPROVEM1NTS. VERIFY I ()CATIONS WITH r NOINEF 8 PRIOR TO REN1001. ACTUAL. 4 \-' 4 4 ' L'Y ji- QUANTITIES MAY VARY, PAYMENT W3 L 131 BASED ON 111111 N•1FASURI,MENTS ROAD STATION Orr SA, L.F. TON L.E. LT . LH L.F. S.Y. FA EA [A [A FA EA .... '. S.Y. S.F. Continc•nis 33 •1 YAKIMA 4.0.1/11 LT 11.1 20 1 20 11.1 RE " ' r ('24Y DEPREssioN 33 -7 YAKIMA 4425 LT /11.7 70 0 70 17.1 • • 24 REPLACE DAN1AG3D DRIVEWAY AND REMOVE EASTERN 10-;IVEWAV DEPRESSION 33 -3 YAKIMA 4+00 RT 10.0 18 2 lEi 11 33 .4 YAKIMA 4+50 RT 10.0 lb ' 13 11 33 -5 YAKIMA 7-1-75 LT 5 1 • 5 12 1 INSTALL IN EXISTING LANDSCAPE BUFFER 33 -6 YAKIMA 7+75 17 17.1 5 2 12 10.1 33 -7 YAKIMA 8415 RT 10.0 18 2 18 1] 33 -8 YAKIMA 8+70 RT 9_4 19 1 19 17 34 -0 YAKIMA 18 80 LT 5 5 1 1 INSTALL. IN EXISTING LANDSCAPE BUFFER 34 -10 YAKIMA 11+20 LT 5 12 1 INSTALL IN EXISTING LANDSCAPE BUFFER 34 -11 YAKIMA 31+30 RT 6.7 19 19 6.7 REMOVE RAMP AND REPLACE WITH SIDEWALK 4 • * • . • • • • • Totals for this sheet 116.0 2U2 17 707 0 98 0 45.0 0 4 74 0 0 0 0 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "B" #2379 COUNTY ENGINEER DATE: A40):V? I 13 150.::0?`,.!?! i 0 I 11 ircr.**?,4 (1.3CA."1. (3'r' 1. 4 C) 315333 11.13 in 1';:4'iON SIDEWALK, CURB & RAMP NOTES YAKIMA AVE. SHEET 35 QF 56 OF OVER1-AY • GRIND EXISTING PAVEMENT (0.15' DEPTH) ADJUST MANHOLE LID TO GRADE 8 ADJUST VALVE BOX TO GRADE WK#' FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT FM' 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "B" #23 79 PREPARED' UNDER THE DIRECTION OF: 0 Li Ni ryiN 17.) , '\ PROJECT ENGINEER: R013 LOCHMILLER DRAWN: CHECKED BY: J. MATTHEWS R. LOCHMILLER REVISIOM N. I6TH AVENUE B.O.P. TO 5TA. 20+00 SHEET 36 OF 56 /2014 11:25:27 AM Q: \Civil 3D projects\R0 City of Yakima 2014 Overlay \Schedule B \scheduleit dwg to pdf base.dwg, WK#' FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH 5IZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. GRIND EXISTING PAVEMENT (0.10 DEPTH) 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "B" #2379 PREPARED' UNDER THE DIRECTION OF: 0 Li ryiN f24 TE: , '\ PROJECT ENGINEER: R013 LOCHMILLER DRAWN: CHECKED BY: J. MATTHEWS R. LOCHMILLER REVISIOM N. I6TH AVENUE .STA. 20+00 TO E.O.P. SHEET 37 OF 56 Q: \Civil 3D projects\R City of Yakima 2014 Overlay \Schedule B \scheduleit dwg to pdf base.dwg, 16T1-1_1 (2), 3/11/2014 11:26:23 At' / ROAD WORK \AHEAD/ W20- I END 11 ROAD WORK 620-2 =,'•'• ROAD' */;ORK W20 - S. 24TH AVENUE \ AHEAD W20- / ROAD \ k„, 'WORK :\•;•. W20 - e OK RoAD W5-2001 E R EN' W2 -70l END 11 11, ROAD WORK Ki 620-2 1 V.;KONCYCLE. EXTREMF,.; \CAI; 24th 1 END ROAD WORK 11 620-2 ROAD\ WORK Al EAD/ W20-1 _ . ROAD \ 1,/3/5 Ave. WORK KK, AHEAD W20-1 c WORK \\AHEAD/ W20- I END 11 ROAD WORK 11 620-2 /ROAD WORK 'HEAD W20 -I 5 25,1 Ave END 11 ROAD WORK .1 620-2 / ROAD •KK.K. WORK ,rkD, W20-1 END ROAD ArORK 620-2 / ROAD WORK AHEA W20- c)r '100' ROAD WORK A-IEAD W20- tIOO 000' ROAD WORN AHEAD ROAD WORK AHEAD / W20- ±100 1100' JL ROAD WORK AHEAD F.AVEMENI W20-1 Oda -2001 !,11TWILE. 1.1S E EXTR CAL TIO W21-1701 ROAD WORK AHEAD W20-1 s100' /// /ROAD, e1; 'A'ORK AHEA, /ROADN„ f47,,, WORK , / ROAD '•••2/ • W20 -I W20- WOR AMEADK ROAD WORK AHEAD W20-1 W20-1 /100' t 001 • ±100' 1 100 xi ROAD WORK \'*;1,WHEAD W20-1 7111111KK.,, WORK 741, AHEAD/ ***9 '999' W20 -i TIETON DRIVE ROAD •s\ A.HEAD/9 W20-1 ROAD K, WORK •;K \k-"EAD • W20- I 1100' ROAD WORK AHEAD/ W20- 1 r*K\ ,, ROAD WORK k AHEAD ' W20- 1 ROAD WORK Al IEAD \USE ExTll1' \.17 W21-1701 "C'•• R A D . ORA \AHEA-' W20-1 NITS 1 100. W20-1 *100' 11001 1100' el 00' TORK ROAD.\\,, W20- 1 fe WORK -. AHEAD/ W20-1 '4 1 ton 2 0' tiop• ROAD •,„ WORK \ ‘••\--, AHEAD ("'' • WORK ) W20- I AHEAD \y" W20-1 ROAD WORK AHEAD W20-1 ROAD W20- I WORK / AHEAD/7 ROAD VVORK AHEAD END ` ROAD •s', ROAD WORK WORK W20-1 W20- 1 AHEAD 620-2 W20- 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "B" #2379 r. EH'KK3H,KK4-7Ai: ,MIttAvu r Dr :t• E K(.;;KK/KM;1. EKKK 5. 24TH AVENUE e TIETOki DRIVE GENERAL TRAFFIC CONTROL PLAN SHEET 38 OF 56 / ROAD iv WORK .AHEr W20- I 13, f01511:ICL*3.73, VSE EATREMp>. e, CALI 11r1N /' \ (../ 3,.. V,.'ORK AHEAD/ / / ROAD \ 3.1- AHEAD ,,/.. .e..1' W20- I \ / W20- 1 W21-1701 4.1 A ENIJ rj ROAD WORK 020-2 OAD* '( WORK AHEAD,,, W20- 1 • ROAD 1,3, WORK .•::11 W0- 200' 350' • END !! I] ROAD WORK 620-2 33. ,31 ROAD \ ‘1\ WORK' • (3,{WORK AHEAD • W20 -I W20- I END :1 ROAD WORK 070 -2 *44. 4 I I • ; ;',...3;*„....** • •• • ROAD '0,10RK 3• A11EAD,,,„1- W2C- I 00' 16TH AVENUE *3.., 1•33; <0ADAILAD 3].. WORK 31] W20-1 100' 200' 31' '33 -1- ROA' 113. R K 1E.AD3.317 W20-1 .51 11.11 1,, 11:,,t 4, A (00' 70 200' 200' / ,,3"1 • 33, • U.% EX R3 OAJIl,' W2I-1701 •'''' /LC 12'E :':-..r:N-.:.; .." ,,.\ •\_../. \ . ..\WB -2001 4. ROAD \ \AHEAD ../ W20-1 ii••• ROAD '33.1 WORK '13,AHEAD W20-1 100' • ••• (3/ ROAD WORK '11'3 AHEAD 1%. W20-1 / ROAD 1•VORK ) AHE.AD W20-1 •13; /AD' K • WORK W20-1 / / ROAD (1\ `WORK AHEAD/i/ W20- 1 00' • WORK 33 AREAD/.y/. ' W20-1 200' '511, (33.3 // ROAD '113 AHEAD N'•\333/ W20 - ROAD 3t., e," WORK ; \ AHEAD/ s' W20-1 100' 2 2 7 100' ROAD -13 6.13, 4YORK \.,A11E N20- I \3, ROAD \ /71 \ WORK ). 3335 .•```‘,.._ AHEAD .(1' 3,11 GRAT:3.13 **** PAVEMErrf W20-1 W8-2001 200' ••^- 100' 100' 100' 100' 100' 100' 00' 100' 0' ROA.0 1..0 WORK ••.`4 /1* AHEAD .3/ W120-1 ROAD /ROA \ .3„ /1' . WORK ) W20-1 ';. 3.;k, WORK N., RAti7A0 N W20/1 W20- I AVvIA°ERAr) 2]] / ROAD 3 WORK/AHEAD / W20- I /•••\ ROAD .37 ROAD WORK K( WORK ..‘i; AHEAD/ \AHEAD/ •13 W20- 1 W7O- 1 AD \'3., WORK AilEAD W20-1 v.• ROAD ' ROAD '13.. :3:- ••••'113, AHEAD 33' ROAD , A31EA0 RORK ‘'‘f „.3 ARE AD.3,3' W20-1 V‘1() R K 411 .13 WORK ,, 3%7 W20-1 W70-1 > OAD it WORK ) fEAD •14 W20-1 200' -••• j: END ROAD WORK ji 620-7 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "B" #23 79 S) 11!*\01].:;2 ].!..,?/.:] c Ch\J OF]: rp\I 13\11331 Pi$3.1.11 C. 1.1113 ,111,3LE A?: ;3% A WN • P141.1.33 W hP. (11:'3H11,13 V.? 16 TH AVENUE GENERAL TRAFFIC CONTROL PLA L N ;I SHEET 39 OF 55 .153. '112r W. YAKIMA AVENUE ,71\71.77-7.\(1.7771,, \,\71777;T77w77. • W5-2001 \ W20 1 620-2 r 00' W21-1701 END IC, ROADWORK 620-2 S. 19TH AVENUE N. 16TH AVENUE / ROAD ccc., AHEAD/ / ROM.) w20_1 G. WORK N•• W20-1 W20-1 ,27 z_cpEixnioyc.,:oms.•,,71. 35(71— ,,,,,,, 4,7 \ W21 I A..R1:°::::U:2.; • ..c•cfc. • c-c.k.... ",, Pi::i ill Ns / W20 -I W21-1701 WS -200i 1717 350 W21-1701 3 0' 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "6" #237 c.7.7:1"77 1777.: W, YAKIMA AVE., 5. I9TH AVE. e 16TH AVE. GENERAL TRAFFIC CONTROL PLANS SHEET 40 OF 56 S. 24TH AVENUE FACE OF CUVR FACE OF CURE> FACE OF CURD FACE OF CURB ACE OF CURB 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "5" #2379 NUIE C T 10 : 21, .e.r ,2 E.) 1,2172. ofe 2ItGO T2,1;."(.6.26 2:22-2262,72E re: 6:202E2 62:2•2 6°24,22. Fe A 2/2.12. ;2266 c22622.2.67262 FACE DF Cu CHANNEL IZATION NOTES (J) PAINTED LANE LINE ® PAINTED DOUBLE CENTER LINE • PAINTED WIDE LINE ().) PLASTIC STOP LINE ® PLASTIC TRAFFIC ARROW a PLASTIC. WIDE LINE - 12" 5/GIVIN.IG NOTE RELOCATE 516N TO BACK OF WALK ChT:CVE17 EY:4* k. 0Cf-iM.q.. LER 7. "6 .72 PAVEMENT MARKING 5. 24TH AVENUE TO TA. 254-00 SHEET 41 OF 56 S. 24TH AVENUE FACE OF CURD FACE OF CURD FACE OF CURD 36.00 37.00 35.00 39.00 FACE OF CURD CHANNELIZA-rfoN NO "FES 0 PAINTED LANE LINE ® PAINTED DOUBLE CENTER LINE g PLASTIC STOP LINE 40 0 C) 40 Lu 40 80 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "B" #2379 "st 1"1:E. T) L1.4!)? CECkEP EY: &". _ ....... PAVEMENT MARKING 5. 24TH AVENUE STA. 25+00 TO STA. 40+00 SHEET 42 OF 56 jr VARR t•Ily Ydkirncs 41700 46,00 FACE OF CURD LOGAN AVE. S. 24TH AVENUE 42+00 r ACE OF 400 CHANNELIZATION NIOTE5 0 PAINTED LANE LINE PAINTED DOUBLE CENTER LINE ® PLASTIC STOP LINE 0 PLASTIC CQ055WALK LINE SIGNING NOTES 53t 00 LOCATE SIGN TO bACK OF WALK 54.00 ^FOVE OF CLAD 40 ri 40 MA TC/ -1L !NE 80 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "B" # 23 79 Fit. ikt*It C Oft! Or-: 1.AAA 7 ttt: :1, to LOCH:V:77:7.1Z e tt. titt *72 ttotttt PAVEMENT MARKING 5. 24TH AVENUE 5TA. 40+00 TO 5TA. 55+00 SHEET 43 OF 56 FALEor cuP.D 5E+00 57/00 FACE. OF CURB FACE OF GUREI 61.50 CHANNE1.../ZATIONJ NOTE5 PAINTED LANE LINE PAINTED DOLJDLE. CENTER LINE PAINTED WIDE LINE PLASTIC STOP LINE 0 PLASTIC TRAFFIC ARROW g PLASTIC TRAFFIC LETTER 0 PLASTIC WIDE LINE - 12" S. 24TH AVENUE FAGE OF CURL) 40 0 40 60 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "B" #2379 :3 APE FE. Of E (1ai 0!\f f2 fY: ;.? PAVEMENT MAPK1NG S. 2477-1 AVENUE STA. 55+00 TO E.O.P. SHEET 44 OF 56 TIETON DRIVE FACE O Cu FACE OF CURD FACE OF CURD FACE OF CURD FACE OF CURD I !.00 FACE OF CURD .2.01,Ericto 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE '8" #2379 fl) LiP,,,VErk? OF: CHANNEL IZATfON1 NOTES PAINTED LANE LINE PAINTED DOLJOILE CENTER LINE • PAINTED WIDE LINE • PLASTIC STOP LINJE ® PLASTIC TRAFFIC ARROW (I) PLASTIC WIDE LINE — 12" PAVEMENT MARKIN TIETON DRIVE B.D.P. TO .STA. 151-00 40 0 40 ri SHEET 45 OF 56 26.00 FACE OF CURES TIETON DRIVE FACE OF Cu J7.00 22.00 23.00 S. 27TH AVE. ANNIFLIZA TION NO FL:15 PAINTED LANE. LINE () PAINTED DOUL5LE CENTER LINE 0 PAINTED WIDE LINE ® PLASTIC TRAFFIC ARROW FACE OF CUB S. 2,1TH AvF 40 b0 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "B" #23 79 333333.333.333 333.3333:3317.R3 :•'1A• 4 A i ; ;3334.3 _ :7. r f...) Y: L ;AMA. FAA PAVEMENT MARKING TIETON DRIVE .STA. 15+00 TO 5T -A. 50+00 SHEET 46 OF 56 FACE_ OF CURD FACE OF CLIkei 3brOO cc 32400 TIETON DRIVE CHANNEL IZA*1-10N NOTE 5 0 PAINTED LANE LINE (S.) PAINTED DOUBLE CENTER LINE (.)) PLASTIC; STOP LINE (1) PLASTIC CROSSWALK LINE 40 0 40 80 1 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "5" #237 T.,5 7-1 0Pi Of::: CT: CT) f: IV NI /NEE 7 T ENOINEER: Occi,&4:: 11::e 1)1A WN CHLCk1) (Y PAVEMENT MARKING TIETON DRIVE STA. 30+00 TO 5 TA. 45+00 SHEET 47 OF 56 7.7 on, T ETON DRIVE •FACE OF CURD 44+00 0 1 9- 49+00 FACE OF CURD A E OF CURD 53,00 54+00 FACE OF CURB 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "B" #23 79 f 'A 7 0 t • (9 E E 11) A : CHANNEL1ZATION NOTES PAINTED LANE. LINE PAINTED DOUBLE CENTER LINE PAINTED WIDE LINE 0 PLASTIC STOP LINE ® PLASTIC -TRAFFI(, ARROW @j) PLASTIC WIDE LINE - 12" .S1GNING NOTES RELOCATE SIGN TO BACK OF WALK 7-7475.7(77777 t.4 I E ItE t C ittt .1.4FA CHEC k•••.E-12 t5 sr: .1. MAI 7 FE W.-, (F. (.0.-LH.Mit.i. C't.F PAVEMENT MARKING TIETON DRIVE STA. 45+00 TO E.O.P. 40 0 40 50 SHEET 48 OF 56 10,00 - FACE OF N. 16TH AVENUE FACE OF CURB CF-ONNELIZATION NOTES (L) PAINTED LANE LINE 3 PAINTED DOUBLE CENTER LINE ® PAINTED WIDE LINE (6) PLASTIC 5TOP LINE 07 PLASTIC CROSSWALK LINE (3) PLASTIC TRAFFIC ARROW PLASTIC WIDE LINE - 12" 40 0 40 80 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "8" 237 A2E-.1.: 0 LIN117.,)E .L;1? PAVEMENT MAPMG N. /6TH AVENUE 5.0.P. TO 5TA. 20+00 N. 16TH AVENUE FAC.E OF CURD 2Is 00 22+00 23- 00 FACE OF CURD 25.00 74,00 ARL INGTON 7.7 C1.--IANNELIZATION JO 1E5 (3) PAINTED LANE LINE. PAINTED DOUE5LE CENTER LINE PLASTIC, STOP LINE CD PLASTIC CROSSWALK LINE tO 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE #2379 It :11.1 01 1ra. "NE /.:1. : Pi:7777r' E779,1...77:EP: 7 77,7f b LOChLF PAVEMENT MARKING N. /67TH AVENUE STA. 20+00 TO 5 TA. 35+00 SHEET 50 OF 56 N. 16TH AVENUE FACE OF CURB 3 .00 394 00 FACE OF CURD FACE OF CORD 41.00474)0 44.00 FACE OF CURD FACE OF CURB 47.00 48.00 FACE OF CURB CHANINE ZA7-101\I tiOTES (I) PAINTED LANE LINE C) PAINTED POODLE CENTER LINE ® PAINTED WIPE LINE () PLASTIC STOP LINE (fi) PLASTIC WIPE LINE - 12" 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "6" 2379 • : -• ( 1(..A.! , ............... PAVEMENT MARKING / 6 TH AVENUE STA, 35+00 TO 5TA. 501-00 40 0 40 b 0 SHEET 51 OF 56 N. 16TH AVENUE 5 2 A E OF CURD FAC E F CHANNELIZATIONI NOTES O PAINTED LANE LINE 0 PAINTED DOUBLE CENTER LINE ® PAINTED WIDE LINE 0 PLASTIC STOP LINE ® PLASTIC TRAFFIC ARROW 0 PLASTIC WIDE LINE - r2" 62,00 61:0 FACE QF CURD / JIG NOTES ELOGATE SIGN TO BACK OF WALK ‘1. 40 0 40 80 F—t 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "B" #23 79 r„ p 1-..)E7 r E:piF::croi OF: 1‘,1(„il NIL fi ; r HE ( V fY: r k. i,to PAVEMENT MARKING N. 16TH AVENUE STA. 50+00 TO STA. 65+00 SHEET 52 OF 56 bb00 FACE OF CORD r 6-7.00 BROWNS AVE, 72.00 16TH AVENUE FOLSON AVE FACE OF CURD FACE OF CURD CHANNELIZATION NOTE5 I) PAINTED LANE LINE ® PAINTED DOUBLE CENTER LINE 0 PAINTED WIDE LINE fe PLASTIC STOP LINE 0 PLASTIC WAFFIC AkROW 0 PLASTIC WIDE LINE - 12" 79.00 - FACE OF CURB 40 0 40 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "B" # 2_3 79 i".1...•.1..;* SY: ; • !).`, PAVEMENT MAKING N. /6TH AVENUE 5TA. b5,,00 TO 5TA. 501-00 SI-/EET 53 OF 56 N. 16TH AVENUE 52+00 CHANNELIZATION NOTE5 • PAINTED LANE LINE (i.) PAINTED DOUDLE CENTER LINE O PAINTED WIDE LINE O PLASTIC STOP LINE ® PLASTIC TRAFFIC ARROW Lu ROOSEVELT FACE OF CURD 07.00 LU 90+00 FACE OF CURD 40 0 40 60 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "8" #23 79 re) „11.71:433 1.E. totI OF: I\]'I. R1(1.711\11. E / 3 . 311 t4(,+...if 0( .1 1A -?A Wr2 t,14 1 11.i13. (*.HE 1.:::}(10,4t .![ 13 PAVEMENT MARKING N. /6 TH AVENUE 5 TA. 80-t00 TO E.O.P. SHEET 54 OF 56 • 0 2.00 W. YAKIMA AVENUE CHANNELIZATION NOTE5 0 PAINTED LANE LINE ® PAINTED DOUBLE CENTER LINE 0 PAINTED WIDE LINE ig PLASTIC STOP LINE 0 PLASTiG TRAFFIC ARROW PAINTED EDGE LINE 0) PLASTIC WIDE LINE - 12" 11100 FACE 0E CURD 3400 b,00 4s00 OF SHOULDER 13,00 FAOE OF CURB 045° IN16 PAVEMENT MAI2KIN6. 40 0 40 o0 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "0" #23 79 1-.),41:,?E,1,3 Li 1\112E r E e 7 -!0J OF: ff.: If .)1 if\/ f fi • f f\j(*)1Ej1 .1* T• (...fE) 1 r PAVEMENT" MARKING W. YAOMA AVENUE ti.O.P. TO E.O.P. SHEET 55 OF 56 N. 16TH AVENUE -- FAG • C0 F3-00 41 00 FACE OF CURD E -E OF SHOULDER Gi--/ANNELIZATION NOTE PAINTED LANE LINE PAINTED CENTER LINE WITH NO PASS LINE (3) PAINTED DOUDLE CENTER LNE PLASTIC TRAFFIC ARROW () PAINTED EDGE UNE OF SHOULDER REVISION: CHANNELIZATION IS REVISED FROM STA. 10+00 TO STA. 23+75 TO PROVIDE 4 THRU LANES (12') AND A TWO WAY LEFT TURN LANE (12'). REMOVE EXISTING MARKINGS FROM STA, 10+00 TO STA. 12+25. MATCH EX;5TING PAVEMENT MARI4ING 40 0 40 SO 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "B" #2379 PAVEMENT MARKING N. I6TH AVENUE F.O.P. TO E.O.P. SHEET 56 OF 56 CITY OF YAKIMA 20/4 CITYWIDE STREET RESURFACING PROJECT #2379 SCHEDULE "C" VICINIT .AP .;; .7000.1.; # t 4...00e0r, • to. TLI4 A4 d L ;Lif.1 ;Li ir; ai 1,f Oft I: 1 _1 i ; r ; ,,I j 1 • ; 1 ; ; 1 1 ' tt.,0,04,. re.,000,00 00." . •*,'",„ tt-0i..-0•,..4 i--- Li.L.L.i.#4...ii• • Li , ,,,,„, i , 5, HILL 5012: **T I T EAt AVE. MIT 5 a n •„. A5FIN TON AVE r ;LILL; .430:0040 INDEX SHEET I COVER SHEET: INDEX AND VICINITY MAP SHEET 2 SUMMARY OF CUANTiTIES SHEET 3 TYPICAL ROAD SECTIONS C DETAILS SHEET 4 DETAILS (2) SHEETS 5-6 NOD HILL. LVD. PLAN VIEWS: SHEET 7 NOD HILL DLVD. SIDEWALK CURD AND RAMP NOTES SHEETS 5-16 MEAD AVE. PLAN VIEWS SHEETS 17-15 MEAD AVE. SIDEWALK CUR AND RAMP NOTES SHEETS 19-29 WASHINGTON AVE. PLAN VIEWS SHEETS 30 WASHINGTON AVE. SIDEWALK CURD AND RAMP N7TES SHEETS 31-32 GENERAL TRAFFIC CONTROL PLANS SHEETS 53-34 PAVEMENT MARKING NiO D HILL DLV. SHEETS 35-40 PAVEMENT MARKING MEAD AVE. SHEETS 41-47 PAVEMENT MARKING WASHINGTON AVE. LEGEND STORM WATER MANHOLE LID SANITARY SEWER MANHOLE LID DD MANHOLE THIRD PARTY UTILITY COVER WATER VALVE 30X Eo; CATCH BASIN WATER METER 50X JUNCTION DOX rc,‘. MONUMENT CASE Al42 COVER HYDRANT APPROVED FOR CONSTRUCTION CITY OF YAKIMA: DATE 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "C" #237 COLAITY ENGINEER PATE: -;„ • • PROJEC T EPOG;NEE12:. 6PAWN: .• QE 5/ONY, CHECEC) bY: L COVER _SHEET INDEX, VICINITY MAP AND LEGEND SHEET 1 OF 47 ITE M NO SCHEDULE C -SUMMARY STE M DESCRIPTION UNITS OF QUANTITIES NOB HILL BLVD 3r0 Ave to 8 noe MEAD AVE 1010 Ave to Far Aye T ' TOTALQTY WASHINGTON AVE 111; Ave to 1st 14 GROUP 1 GROUP 2 GROUP D 1 3 4 .5 PREPARATION .510LIILVATION L3 LS LS LS ;G. Cl- 51 r ! T CONC SID 1....WALK S Y 1E:5 76kI 355 1 270 REmoviNG CEMENT CONCRL.Ilii CU F-03 5 AViC 1,1pAvEmEN I REMO,,SNG CATCH BAS:N L r 2,-,0 1.FT00 410 2 270 1 400 4750 12 'sC, 17 :WI EACH 0 3 0 3 GRADING PAVEMENT REF' 'R EAC4 ATION 9ICL HAUL S Y ;.., 0 1.610 3650 5.570 7 S TORM SEWER CATCH BASIN TYPE 1 EACH , , . TOfl T0N SURFACING C • SHED SURFACH1G &ASC. COURSE 100 '170 2220 3 440 MIS HED SURFACING TOP 1001 RI 25.T 1(5) 25 1.52 LIQUID ASPHALT 1 10 AITI-33T9 PF IGADDETiVEEST 857 EST HOT MD( ASPHALT 11 12 17 14 1.5 IING 811POI1. US PAVE 5115 5 SY TON 5, 1 41.351 2,, , t HMA CL 12 IN PG 64-28 1.t:50 4..6.59 5400 14603) W.,14 FOR PAVEVEN I REPAIR CI .1/2 91 P05175 TON TON CALC 130 620 1 230 1 ',0 HMA FOR PRELENtLINGCL 1.r, AN.: P06326 43)0 CALC 1 700 11300 3700 0 N7X COMPLIANCE PRICE AVM l/STr, N1 CALC CALC 16 CONTPAC;PON4 PRICE ADJUSTMENT CALC CALC CALC CALC TRAFFIC I 1.540 17 :: EMI, NT CoNC: TRAFFC CURB NiD GUTTER 1 F 260 520 2,320 18 10 CEMENT CONC. PEDESTRIAN CLIRB L F . 225 6.000 1.035 09 700 150 1.410 PANT LTNE 31 COO 10' 23)PLASTC T C 17 12 14 43 21 PPJI'lTEDW DE LNIC 1h7.IE L F 160 340 1 050 1 5.50 22 _ C', wIDE , E L F 740 1 3 2.250 2-3 P 571C STOP LINE L F 40 241) 370 551) 24 7- 2E. PLASTI' TRN1IC LETTER EACH 0 0 4 L 5 5 5 PLASTIC RAILROAD CROSSNG SYMBOL EACH L S 0 PROJECT TEMPORARY TRAFFIC CONTROL L S 13 1 27 n TEMPORARY PAWN *Vir MAR KHIG L F 6.500 L S 21.6(5) 32.45V 80 71(1 PER'NATNENT SIGN!NG 15 L 5 1 5 OTHER ITEMS 29 FRA E G E R CATC iN EACH 42 11 53 70 AD S10ATCHBA3H1 EAC/ -31 31 AOJ,STVALVtI3OX EACH 9 8' 45 135 32 ADJ .2ST MANHOLE EACH 10 44 45 3,3 ADJ3ST METER Box EAc H 03 5 34 A ,N6T413 CTION BO: EACH 0 5 7 12 Ns ADJJST MONLIL:ENT CASE NID COVER EACH 0 815 36 CENT NT Co NC SIDEWALK S Y 15 140 220 365 37 CEMENT CONC CURB RAMP TYPE PAPAL LE L A ' 8 23 6 37 36 'ESENT CONC CURB RANIP TYPE PA.RALLEL B EAC/1 4 37 3 4-: 39 CEMEITCOC cLIRB RAMP TYPE EACH 2 40 DETECTABLEWARN3 05 RFACE S.F.5- 8 0 102 2130 41 ROADWAYSR G 03 15 13 LS 42 P OPERTY RESTORATION EST EST EST 43 !MCA CI-MGE CAW CALC C,ALC. 44 SPCC PLAN 55 L5 LS LS 1 2014 CITYWIDE STREET RESURFACING PROJECT #2379 COUNTY ENGINEER PA TE: _SEC 0 ENGINEER: 7.: RA vW CHECKED 5Y: A'm in5-10N, 5UMMARY OF OLJAN 7-1 T 1E5 SHEET 2 OF 47 MA OVERLAY TO MATCH CURB ELEV. J HMA OVERLAY THICKNESS 0.20' AT CENTERLINE A OVERLAY 10.0' • • •*7-- 7.7 • EXI5 .NG ASPHALT PAVEMENT SURFACE .00AT 10 FROM CURD EXTENT5 'D 0.15 AT CURD LINE EXISTING CURB AND GUTTER TYPICAL SECTION NTS NOB HILL DLVD. D.O.P. TO E.O.P. HMA OVERLAY TO MATCH URD ELEV. EXISTING GLAD AND GUTTER 711 HMA OVERLAY THICKNESS 0.15' AT CENTERLINE HMA OVERLAY XISTING ASPHALT PAVEMENT SURFACE 0-10% FULL. WIDTH EXTENTS TYPICAL SECTION NTS MEAD AVENUE D-O.P. TO B3/60t HMA OVERLAY TO MATCH RD ELEV. I 0 .0' EXISTING CURD AND GUTTER A OVERLAY THICKNESS .15 AT CENTERLINE HMA OVERLAY 10.0' TING ASPHALT PAVEMENT SURFACE ND 0.00' AT 10 FROM CURD NDING EXTENTS 0.10' AT CURB LINE TYPICAL SECTION NT5 MEAD AVENUE b+00t TO E.O.P. HMA OVERLAY TO MATCH CURB ELEV. EXISTING CURD AND GLITTER EXISTING CURD AND GUTTER HMA OVERLAY THICKNESS 0.20' AT CENTERLINE HMA OVERLAY 2 EXISTING CURD AND GUTTER EXISTING ASPHALT PAVEMENT SURFACE - GRIND 0.00' AT 12' FROM CURD NDING EXTENTS 0.15' AT CURB LINE TYPICAL SECTION NTS WASHINGTON AVENUE D 0.P. TO E.0 P EXISTING CURD AND GUTTER EXISTING CURB AND GUTTER CLASS 3000 CEMENT GONGRETE FULL DEPTH OF - SECTION LESS r /7" ASPHALT PAVEMENT c'L 1' k? A 13 1.•• PLACE AND COMPACT CRUSHED SURFACING TOP COURSE UTILITY ADJUSTMENT NTS GROU-5. ALL JOINTS WITH NON -GYPSUM GROUT. HINGED •AANHOLE 0N0 TAFlC OLE COVER ORIENTATION NT5 EXISTING PAVEMENT - DEPTH VARIES ASPHALT CONCRETE PATCH LlMlfS SLOPE = 2% APPLY GC5-1 4 SAND 1-0 SEAL THE SURFACE JOINTS. APPLY CGS- I TO EDGES OF REPAIR SECTION AND TO SURFACE OF CONCRETE. IF OVERLAYED. COMPACTED EAR HMA CL. 1/2" P.5 b4-25 @ 1.5 TIMES DEPTH OF EXISTING ASPHALT. 0.5 MIN. (COMPACTED DEPTH N 2 EOUAL LIFTS) G (COMPACTED DEPTH) ASPHALT CONCRETE SURFACING PATCH DETAIL NT5 to., f 1\ L; f \Li SCHEDULE "C" COUNTY ENGINEEP PATE: PROJECT ENGINEER i1 :r br? DRAWN: CHEGIE0 SY ., 47E-W506J, TYPICAL ROAD 5ECTIONI5 PETAIL5 SHEET 3 OF 47 settriN, '41.7190[1 fi: 1.1.\0013D Inyl.,/41.IRR City CEMENT CONCRETE SIDEWALK RAMP TYPE 4A 3/8** EXPANSION JOINT (SEE STD PLAN F•30 10') SIDEWALK < ; MAJOR STREET Ti;MAX '•a• RADIUS PONT OF CURE, RETURN CA:NIL-NT CONCRETE PLUEST RIAN CORP DETECTABLE WARNING PATTERN (SEE nFrAll.) PLAN VIEW SIDEWALK RAMP TYPE 4A LAYOUT - •-• CEMENT CONCRETE SIDEWALK SECTION TOP OF ROADWAY CEMENT CONC RE I E. CURB 2.. GUTTER (SEF NOTE 4) CEMENT CONC SIDEM.ALK RAMP Nur EXCELO 8:130• - - LANDING 1'8" EXPANSION JOINT • (SEE STD PLAN F-20 1C) 1 LAN ID <;.-2 MINOR STREET CURB OP, CURB AND GUTTER CEMENT CONCRETE PEDESTRIAN CURB (SEE STD PLAN F-10.12) 2' - 0" - OTA EC TAB) F WARNING RAI -TERN (STL UL IAL) FL USH 16 - SECTION CE_31I CEMENT CONC RAMP TOP OF RI/ADV./AY DEPRLSSLL) CURB S GuTroi (SEE NOTE 4.'; NOTES 1. This layout is used to provide access to a single crosswalk parallel to the major street. The bid item ''Cement Conc. Sidewalk Ramp Type 4A" does rot include the adjacent Curb (or Curb & Gutter). the Sidewalk, or the Cement Conc. Ped- estrian Curb, 2. Ramp slopes shall not be steeper than 12H.1V. 3. Avoid placing drainage. struilures. junction boxes or other obstructions in front of ramp access areas. 4 Curb & Glitter is shown, see the Contract Plans for the curb design specified. See Standard Plan F-10.12-02 for curb details 5. See Std. Plan F-30.10-02 for sidewalk joint placement and dela Is. 6 The bottom of the ramp shall have a level area (not in excess of 21/4 in any direction). 4' w 4' A RAMP @ @ @ A PLAN c 13 ELEVATION IN, MAX. A 1 549" 2 .3!5" B 5,3 1 1!7' 7(16" 3/4" LI 7B 1 Nh' THIS PATTERN AREA SI IALL BE YELLOW IN COLOR DETECTABLE WARNING PATTERN DETAIL VARIES 0 to 5'. SECTION TOP OF ROADWAY / DEPRESSED CURB 8. GUTTER (SFE NOTE 4, ISOMETRIC VIEW CURB TYPE 4A DETAIL (nts) **: A R NEAREST JOINT OVE CURD AND GLiTER A5 NECESSARY TO REPLACE FRAME AN13 GRATE -REPLACE FRAME ANO GRATE /— REMOVE EXISTtN.S GLITTER PAN 5' CURB RE.PLACEMEN7' @ CATCH BASINS (nts) 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "C" #23 79 PREPARED UNDER THE D/RECTION OF: COON ENIG/NEE PROJECT ENGINEER': 12 AWN: CHEGKEO **, !ON: ........••••••••0 • PETAIL5 (2) SHEET 4 OF 47 ADJUSTMENT NOTES g ADJUST MANHOLE LID TO GRADE e ADJUST VALVE BOX TO GRADE GRIND EXISTING PAVEMENT (0.15 DEPTH) iexie FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. fl SIDEWALK/ CURB/ RAMP MODIFICATION, SEE SHEET 7 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "C" #2379 PREPARED' UNDER THE DIRECTION OF: 0 7 '7- F.:1\167 k /34 ...7/4/19 , '\ PROJECT ENGINEER: ROBERT LOCHMILLER DRAWN: CHECKED BY: D. KINCAID R. LOCHMILLER REVISION ‘.. NOB HILL t3LV0. .5 TA . 10+00 TO 5TA. 20+00 SHEET 5 OF 47 Q: \Civil 3D projects\R City of Yakima 2014 Overlay \Schedule C \PLOT TO PDF SHEET.dwg, Nob_1, 3/11/2014 11:33 icr 50' LEGEND FULL DEPTH PAVEMENT REMOVAL GRIND EXISTING PAVEMENT (0.15 DEPTH) 22,00 W. NOB HILL BLVD. z 21,o0 ADJUSTMENT NOTES @ADJUST MANHOLE LID TO GRADE e ADJUST VALVE BOX TO GRADE 23.00 0 0' CONSTRUCTION NOTES Wx#' FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. fl SIDEWALK/ CURB/ RAMP MODIFICATION, SEE SHEET 7 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "C" #2379 PREPARED' UNDER THE DIRECTION OF: 0 7 '7- F:1\167 /74 ra: 9 , '\ PROJECT ENGINEER: R013ERT LOCHMILLER DRAWN: CHECKED BY: D. K INCAID R. LOCHMILLER REVISION NOB HILL t3LVD. *STA. 20+00 TO E.O.P. SHEET 6 OF 47 Q: \Civil 3D projects\R City of Yakima 2014 Overlay \Schedule C \PLOT TO PDF SHEET.dwg, Nob_l (2), 3/11/2014 11:34:33 AM 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE 11011 #2379 ).i.f 1.,V1)?Ni-1-1? SIDEWALK.CURB & RAMP NOTES NOB HILL BLVD. SHEET 7 OF 47 SIDEWALK CURB SIDEWALK, RAMP NOTES NOTIL; THE FIRST NUMBER OF "CODE: DI.SIG NATION REFERS TO 1-11F 5111 1 I NUMILES 01 THE CONINACT 'IAN S THE SECOND NUMBER REFERS TO THE SIDEWALK/CURI1 NUMRER. Q., '- -,. 47 , . ., ::.,. J •-, .. ., 41 '-•,. -,- , •• ,_ , .,_:.3- ,.,,,, .- ...,• ,-). .., • ,,,, k-' ..\., , ""‘ 3: ..,, • ,...i" fy- cs),_^ ,-,:t, , CZ'.. • ('-' '-',.- 'T.7 .0 --, ))--, -17-„.• ' -...) --,•5 )1) ' • (.= +, , • I. • Ld• \\ ,1-.' ,0 0 ..&,•• 0 . 2. ,. , L., . ca C.) NO1E: APPROX. QUANTITIES NECESSARY [1) REMOVE AND CONS E RUC1 SIDEWALK ANL) CURB N- ••• -:.,I- INAPROVEME NTS. VERITY LOCATIONS WITH ENGINEER PRIOR 10 REMOVAL. ACTUAL Q.•4-‘, ,`"'• ,-V •-`'- QUANII HES MAY VARY, L'AYME N I WII1 RF 13ASED ON F•IFI I) MEASUREMENTS .,-,.• ,..• c., •,., L., ROAD STATION OFF. S.Y. F 1L.F.' N L F 1...F. 1..F. L.F. S. EACH EACH 1 41 [1 ACH EACH EAC ., . Y. S.Y. S F. Cornroonts 5 1 NOS I•LILI '11100 LT 15.6 28 2 78 17 5 0 1 5 .2 NOB HILL J100 RT 10.6 19 7 19 I 17 5 .3 NOB /HU 13+75 LT 6.7 12 1 12 16 5 -4 NOB HILL 14+25 LT 6.7 12 3 17 16 5 5 NOB HILI. 17+00 IT 111 70 2 20 17 1 5 -6 NOB HILL 17+50 LT 12.2 22 2 22 17 1 6 -7 NOB HILL 20+40 LT 10_6 19 1 19 17 II 6 8 NOB HU 70+80 LT 6.7 12 1 12 16 • 6 -9 NOB HILL 20+40 RT 15.6 19 2 19 17 1 6 -10 NOB HILL 20+80 RT 8.3 15 1 15 16 2,C 6 -11 NOB HILL 23+50 LT 6.0 6.0 8 REMOVE AND REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTALL DETECTABLE WARNING SURFACE 6 -12 NOB HILL 24+30 LT 15.6 19 7 19 17 6 -13 NOB HILL 73+60 RT 5,4 16 1 16 11 1 6 -14 NOB HILL 24+-10 RT 13.9 25 2 25 17 6 -15 NOB HILL 26+25 RT 8.9 70 1 20 11 1 • • .._ • . • . . • . • • • • Totals for thi.s sheet 153.9 258 21 258 0 222 0 13.0 8 4 0 0 0 2 0 0 8 0 0 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE 11011 #2379 ).i.f 1.,V1)?Ni-1-1? SIDEWALK.CURB & RAMP NOTES NOB HILL BLVD. SHEET 7 OF 47 * * • W. MEAD AVE. 42' LEGEND FULL DEPTH PAVEMENT REMOVAL GRIND EXISTING PAVEMENT (0.1DEPTH) ADJUSTMENT NOTES g ADJUST MANHOLE LID TO GRADE c) ADJUST VALVE BOX TO GRADE ADJUST JUNCTION BOX TO GRADE 0 ADJUST MONUMENT TO GRADE cr; si 1.6+,007, REPLACEMENT NOTES .0 REMOVE EX. CB FRAME GRATE. INSTALL NEW FRAME GRATE 4g)REMOVE EX. CB FRAME HOOD t GRATE. INSTALL NEW FRAME GRATE ONLY 194G0 CONSTRUCTION NOTES kr) • 2,44iii4„,, #'x#' FULL DEPTH PAVEMENT REMOVAL APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. n SIDEWALK/ CURB/ RAMP MODIFICATION, SEE SHEET 17 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "C" #2379 PREPARED' UNDER THE DIRECTION OF: 0 7 '7- F.:- /34 ...7/4/19 , '\ PROJECT ENGINEER: RO5ERT LOCHMILLER DRAWN: CHECKED BY: D. KINCAID R. LOCHMILLER t2EVISION1 MEAD AVE. .5 TA . 10+00 TO 5TA. 20+0 SHEET 8 OF 47 /2014 11:37:14 AM QACivil 3D projects\R0 City of Yakima 2014 Overlay \Schedule C \PLOT TO PDF SHEET.dwg, 42' 212, JO EB LEGEND FULL DEPTH PAVEMENT REMOVAL GRIND EXISTING PAVEMENT (0.1DEPTH) W. MEAD AVE. 221;0 421 B3 OCATE GION ADJUSTMENT NOTES ADJUST MANHOLE LID TO GRADE eADJU5T VALVE BOX TO GRADE ADJUST METER BOX TO GRADE °ADJUST MONUMENT TO GRADE 2 t B3 400 GRINDING (0.15' TO 0.40') 03 REPLACEMENT NOTES CONSTRUCTION NOTES e REMOVE EX. CB FRAME t GRATE. INSTALL NEW FRAME t GRATE iex#' FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. H SIDEWALK/ CURB/ RAMP MODIFICATION, SEE SHEET 17 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "C" #23 79 PREPARED' UNDER THE DIRECTION OF: 0 7 Y /7.4 ra: / '\ PROJECT ENGINEER: R013ERT LOCHMILLER DRAWN: CHECKED BY: D. IC INCAIV R. LOCHMILLER REVISION1 MEAD AVE. *STA. 20+00 TO 5 TA. 30+00 SHEET 9 OF 47 14 1138:46 AM Q: \Civil 3D projects\R City of Yakima 2014 Overlay \Schedule C \PLOT TO PDF SHEET.dwg, Mead_l x Eo Ell LEGEND 42' FULL DEPTH PAVEMENT REMOVAL GRIND EXISTING PAVEMENT (0.1DEPTH) W. MEAD AVE. 31:X • ADPOMAL DEPTH GRINDING ADJUSTMENT NOTES 0, ADJUST MANHOLE LID TO GRADE ,E) ADJUST VALVE BOX TO GRADE 50' :1614;4 REPLACEMENT NOTES C) REMOVE EX. CB FRAME t GRATE. INSTALL NEW FRAME t GRATE (E) REMOVE EX. CB. INSTALL NEW TYPE I CB N CURB LINE. CONNECT EXISTING PIPES. CONSTRUCTION NOTES 4O Ma FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. H SIDEWALK/ CURB/ RAMP MODIFICATION, SEE SHEET 17 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "C" #23 7 9 PREPARED' UNDER THE DIRECTION OF: 0 7 '7- F.:1\147 /74 ra: 9 / '\ PROJECT ENGINEER: R013ERT LOCHMILLER DRAWN: CHECKED BY: D. KINCAID R. LOCHMILLER REVISION1 MEAD AVE. STA. 30+00 70 .STA. 40+00 SHEET 10 OF 47 14 1138:51 AM QACivil 3D projects\R City of Yakima 2014 Overlay \Schedule C \PLOT TO PDF SHEET.dwg, M W. MEAD AVE . „,...soggogisogm lizid.P.••••• ..• I • Ea 45-t0.0 RELOCATE 5I61,4 LEGEND FULL DEPTH PAVEMENT REMOVAL GRIND EXISTING PAVEMENT (0.1DEPTH) ADJUSTMENT NOTES g ADJUST MANHOLE LID TO GRADE €) ADJUST VALVE BOX TO GRADE tE) ADJUST JUNCTION BOX TO GRADE ADJUST MONUMENT TO GRADE .1$ REPLACEMENT NOTES Of REMOVE EX. CB FRAME t GRATE. INSTALL NEW FRAME t GRATE g REMOVE EX. CB FRAME HOOD t GRATE. INSTALL NEW FRAME t GRATE ONLY CONSTRUCTION NOTES Efi Wx#' FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. n SIDEWALK/ CURB/ RAMP MODIFICATION, SEE SHEET 17 t 18 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "C" #2379 PREPARED' UNDER THE DIRECTION OF: 0 7 '7- F.: N(--/ k /34 ...7/4/19 , '\ PROJECT ENGINEER: ROBERT LOCHMILLER DRAWN: CHECKED BY: D. K INCAID R. LOCHMILLER t2EVISION1 ‘.. MEAD AVE. STA. 40+00 TO .STA. 50+00 SHEET 11 OF 47 14 1138:56 AM Q: \Civil 3D projects\R City of Yakima 2014 Overlay \Schedule C \PLOT TO PDF SHEET.dwg, Mead_l •••• • • • --;:•:•••• El • • •••,• •• • • GRIND EXISTING PAVEMENT (0.1DEPTH) (D ADJUST MANHOLE LID TO GRADE €), ADJUST VALVE BOX TO GRADE (E) ADJUST METER BOX TO GRADE ADJUST MONUMENT TO GRADE e REMOVE EX. CD FRAME t GRATE. INSTALL NEW FRAME t GRATE 0 REMOVE EX. CB FRAME HOOD t GRATE. INSTALL NEW FRAME t GRATE ONLY it'x#' FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. n SIDEWALK/ CURD/ RAMP MODIFICATION, SEE SHEET 18 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "C" #23 7 9 PREPARED' UNDER THE DIRECTION OF: 0 7 '7- F.:- 1\16-/ f\li.•-•: k /34 ra: ...7/4/19 , '\ PROJECT ENGINEER: R013ERT LOCHMILLER DRAWN: CHECKED BY: D. KINCAID R. LOCHMILLER t2EVISIONI MEAD AVE. .STA. 50+00 TO .STA. 60+00 SHEET 12 OF 47 14 1139:01 AM QACivil 3D projects\R City of Yakima 2014 Overlay \Schedule C \PLOT TO PDF SHEET.dwg, M q-) uJ z pa 61+00 LEGEND W. MEAD AVE. 46' FULL DEPTH PAVEMENT REMOVAL GRIND EXISTING PAVEMENT (0.1DEPTH) ADJUSTMENT NOTES @ADJUST MANHOLE LID TO GRADE 0 ADJUST VALVE BOX TO GRADE ADJUST MONUMENT TO GRADE 65410 REPLACEMENT NOTES REMOVE EX. CB FRAME GRATE. INSTALL NEW FRAME 4 GRATE REMOVE EX. CB FRAME HOOD GRATE. INSTALL NEW FRAME GRATE ONLY CONSTRUCTION NOTES ) Ea if'x#' FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE IS 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. n SIDEWALK/ CURB/ RAMP MODIFICATION, SEE SHEET IB FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "C" #23 79 PREPARED' UNDER THE DIRECTION OF: Cv 0 7 '7- F.: i\v/ k /34 ra: ...7////19 , '\ PROJECT ENGINEER: R013ERT LOCHMILLER DRAWN: CHECKED BY: D. KINCAID R. LOCHMILLER t2EVISION1 MEAD AVE. STA. 60+00 70 5TA. 70+00 SHEET 13 OF 47 14 1139:06 AM Q: \Civil 3D projects\R City of Yakima 2014 Overlay \Schedule C \PLOT TO PDF SHEET.dwg, Mead_l g ADJUST MANHOLE LID TO GRADE e REMOVE EX. CD FRAME E GRATE. Ci ADJUST VALVE BOX TO GRADE INSTALL NEW FRAME t GRATE GRIND EXISTING PAVEMENT (0.1DEPTH) 4%4' FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. n SIDEWALK/ CURB/ RAMP MODIFICATION, SEE SHEET 16 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "C" #2379 PREPARED' UNDER THE DIRECTION OF: 0 7 '7- F.:1\167 k /34 ...7/4/19 , '\ PROJECT ENGINEER: R013ERT LOCHMILLER DRAWN: CHECKED BY: D. KINCAID R. LOCHMILLER t2EVISION1 ‘.. MEAD AVE. .STA. 70+00 70 .5 ra . 80+00 SHEET 14 OF 47 14 1139:11 AM Q: \Civil 3D projects\R City of Yakima 2014 Overlay \Schedule C \PLOT TO PDF SHEET.dwg, Mead_l E. MEAD AVE . 0 0 46' z 1— Cd *X. ............... •TI tr; BB LEGEND FULL DEPTH PAVEMENT REMOVAL GRIND EXISTING PAVEMENT (0.1DEPTH) ADJUSTMENT NOTES @ ADJUST MANHOLE LID TO GRADE @ ADJUST VALVE BOX TO GRADE c, ADJUST MONUMENT TO GRADE REPLACEMENT NOTES C) REMOVE EX. CB FRAME GRATE. INSTALL NEW FRAME 4 GRATE @ REMOVE EX. CB FRAME HOOD C GRATE. INSTALL NEW FRAME GRATE ONLY CONSTRUCTION NOTES fi'xie FULL. DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 b FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. n SIDEWALK/ CURB/ RAMP MODIFICATION, SEE SHEET 18 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "C" #23 79 PREPARED' UNDER THE DIRECTION OF: 0 7 '7- F.: k /34 ra: ...7/4/19 , '\ PROJECT ENGINEER: ROBERT LOCHMILLER DRAWN: CHECKED BY: D. KINCAID R. LOCHMILLER REVISIOM MEAD AVE. .STA. 80+00 TO .STA. 90+00 SHEET 15 OF 47 14 1139:16 AM Q: \Civil 3D projects\R City of Yakima 2014 Overlay \Schedule C \PLOT TO PDF SHEET.dwg, Mead_l • WM' E. MEAD AVE . 1 0' 10' 92400 9 LEGEND FULL DEPTH PAVEMENT REMOVAL GRIND EXISTING PAVEMENT (0.1DEPTH) ADJUSTMENT NOTES e ADJUST VALVE BOX TO GRADE e ADJUST MONUMENT TO GRADE REPLACEMENT NOTES @REMOVE EX. CB FRAME GRATE. INSTALL NEW FRAME 4 GRATE @REMOVE EX. CB FRAME HOOD GRATE. INSTALL NEW FRAME t GRATE ONLY 3.. 4 CONSTRUCTION NOTES -.3343:33.3 332:#333#03#33333333333a3.33.3333333t 4t- iex#' FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. fl SIDEWALK/ CURB/ RAMP MODIFICATION, SEE SHEET 18 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "C" #2379 PREPARED' UNDER THE DIRECTION OF: 0 7 '7- F.:1\147 k /34 , '\ PROJECT ENGINEER: ROBERT LOCHMILLER DRAWN: CHECKED BY: D. K INCAID R. LOCHMILLER REVISION MEAD AVE. STA. 90+00 TO E.O.P. SHEET 16 OF 47 14 1139:21 AM Q: \Civil 3D projects\R City of Yakima 2014 Overlay \Schedule C \PLOT TO PDF SHEET.dwg, Mead_l 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE C" #2379 (.I LOCHUiLLE )[?4 WN KINCAID CHECKED BY. LOCHMti. ER REOSION SIDEWALK, CURB & RAMP NOTES MEAD AVE (1) i SHEET 17 OF 47 SIDEWALK CURB & RAMP NOTES NOTE: THE FIRST NUMBER DESIGNATION THE SHEET OF THE PLANS. THE REFERS . +4, 4.,. 4Q . „ , . •:. ... . - . : - - NOTE: APPROX. QUANTITIES NECESSARY TO REMOVE AND CONSTRUCT SIDEWA...K AND CURB IMPROVEMENTSVERIFY LOCATIONS WITH ENGINEER PRIOR TO REMO7AL. ACTUAi. QUANTITIES MAY VARY, PAYMENT WILL BE BASED ON FIELD MEASUREMENTS OF "CODE REFERS TO NUMBER CONTRACT SECOND NUMBER TO THE SIDEWALK/CURB NUMBER. ROAD STATION OFF_ S.Y. L_F. TON L F L F L F L L.F. F 5.Y [ACH EACH EAC EACH EACH EACH LACI I SY. S.Y. S.F. Comments 8 -1 MEAD 11+40 LT 12.0 12 2 12 16 8 -2 MEAD 14+10 LT 17+7 19 7 19 17 8 -3 MEAD 14+70 LT 17_7 19 7 19 17 8 -4 MEAD 14+10 RT 12.6 16 2 16 16 8 -.5 MEAD 14+60 RT 76_0 39 3 39 34 8 -6 MEAD 15+85 LT 5.6 10 1 10 5.6 8 -7 MEAD 1740 RT 7.3 11 1 11 16 1 8 -8 MEAD 17+70 RT 7.3 11 1 11 16 1 9 -9 MEAD 20+70 LT 7.3 11 1 11 16 1. 9 -10 MEAD 71+10 LT 78.0 35 3 36 33 3.9 9 -11 MEAD 20+60 RT 7.3 11 1 11 16 1 9 -12 MEAD 71+00 RT 30.0 45 3 45 33 10.8 1 9 -13 MEAD 234-90 LT 30.3 39 3 39 33 10+8 1 1 9 -14 MEAD 24+30 LT 7.3 • 11 1 11 16 1 9 -15 MEAD 23+90 RT 30.3 39 3 39 33 10.8 i 1 9 -16 MEAD 24+30 RT 7.3 14 1 14 16 9 -17 MEAD 27+15 LT 13.2 17 2 17 17 9 -18 MEAD 27+60 IT 14.0 18 2 18 17 9 -19 MEAD 27+15 RT 14.0 18 2 18 17 9 -20 MEAD 27+60 81 13.2 17 2 17 17 10 -21 MEAD 30+50 LT 8.6 31 1 11 16 10 -22 MEAD 30+90 LT 8.6 11 1 11 16 10 -23 MEAD 30+60 RT 9.0 17 1 17 12 10 -24 MEAD 31+00 RT 9.0 17 1 17 12 1 10 -25 MEAD 33+80 LT 8,6 11 1 11 16 1 10 -26 MEAD 34+20 LT 8_6 11 1 11 16 10 -77 MEAD 33+70 RT 9.3 18 1 18 12 10 -28 MEAD 34+20 RT 9.3 17 1 17 12 1 10 -29 MEAD 37+10 LT 9.3 17 1 17 17 10 -30 MEAD 37+60 LT 9.3 17 1 17 17 10 -31 MEAD 37+10 RT 8.6 11 1 11 16 10 -32 MEAD 374-60 RT 9.3 17 1 17 17 11 -33 MEAD 41+00 RT 18.9 28 2 28 17 7.3 Totals for this sheet 424.8 616 52 616 0 592 0 49.2 15 17 0 0 0 4 0 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE C" #2379 (.I LOCHUiLLE )[?4 WN KINCAID CHECKED BY. LOCHMti. ER REOSION SIDEWALK, CURB & RAMP NOTES MEAD AVE (1) i SHEET 17 OF 47 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE C" #2379 IcP t! 03 15V 1 r0 VN CFO -0 HY' ioyf: L.00 Mit. U. SIDEWALK, CURB & RAMP NOTES MEAD AVE. (2) SIDEWALK/ CURB & RAMP NOTES NOEL THE FIRST NUMBER OI "C001 DESIGNATION REFERS TO THE 511511 NUMFIE R ('11 I HE CON I RAC I PLANS. 151 SECOND NUMBER REFERS TO , THE 51DEWALK/CURI1 NUMBER. I'P (_, 0 R A? , ..-,, •,... _ -> 7 T. ..k.. sz. <,... ,,.' 0'Q:.•• , .._.,-..`;/-• (-3'4 ..,,, ,0 2. (4., .•-• ‘, - - , iz: ..: ... ..... , ,.:. ..... ,--, A . . R.- ...c cc -% .- :. 4..... ...-, _ , -.. - f 'I'' "" ... ," , ., ., " , 7„ N01[: APPROX. MAN Trrii:S NLCESSARY 10 RE1)..1()V1.. ANI) CONS1RUCT SIDEWALK AND CURB - IMPROVTMENIS. VF.HIEY LOC'ATIONS WITH ENGINEER PRIOR TO REIv10VAL. ACTUAL -,.. 'V - ,, QUANTITIES MAY VARY, PAYMEN! WILL. BE. BASED ON FIELD MEASUREMENTS. ROAD STATION opli. S.Y. 1.1. TON I .r. I .1'. 1.1. L.r. SA EACH CACH EACH 1405 EACH 14CH 5.Y. S.Y. S.F. C.ornments 11 34 MEAD 43+5U LT 23.3 35 3 35 33 3.9 1 11 .35 MEAD 44+10 LT 7.3 11 1 11 15 .1 • 11 36 MEAD 43460 RT 74.0 35 3 36 33 5.3 11 .37 MEAD 44+10 RT 10.0 15 1 15 16 11 38 MEAD 41+10 LT 7.3 11 1 11. 16 11 39 MEAD 47+40 LT 77.3 41 :3 41 33 8.7 11 40 MEAD 47+10 RT 7.3 11 1 11 16 1 11 -41 MEAD 4760 EtT 11.3 17 2 17 17 1. 12 -42 MEAD 50+30 LT 7.3 11 1 11 16 12 43 MEAD 50+80 LT 9.4 17 1 17 17 12 .44 MEAD 50+50 RT 17.7 9 2 19 16 1 12 45 MEAD 50+90 RT 6.1 11 1 11 16 1 12 -46 MEAD 53+70 LT 8.7 13 1 13 16 12 -47 MEAD 54+00 LT 7.3 11 1 11 15 1, • • 12 -48 MEAL) 53+-80 RE 7.3 11 1 11 16 . . . _ 12 49 MEAD 54+20 RT 14.1 22 2 27 17 12 .50 MEAD 57+00 LT 8.7 13 1 13 16 17 .51 MEAD 57+30 LT 6.1 11 1 11 16 12 52 MEAD 57+10 RT 14.7 77 2 22 16 • 12 .53 MPAD 57150 RI 70,3 67 2 67 17 55.61 . . . -, REMOVE DEPRESSED CURB AND DAMA •• • ••• D • ALK 13 -54 MEAD 60+50 81 7.3 11 1 11 16 • 13 55 MEAD 60+80 131 7.3 11 1 11 16 14 56 MEAD 104-40 LI 13.3 20 70 13..I. 15 57 MEAD 80+70 RT 7.3 11 1 11 15 15 58 MEAD 80+90 RT 51 REMOVE (31.11 118 CURB ANO REPLACE WITH 450541.3 15 59 MEAD 81+10 RT 7.3 11 1 11 16 15 .60 MEAD 87100 RT 30 30 REPLACE DAMAGED CURB 15 .61 M541) 90+75 RI 10 10 RE ACE DAMAGED CURB Totals for this sheet Totals 333.6 560 35 509 0 439 86.b ' 20 0 0 0 0 0 0 0 753.4 1176 87 1125 0 1031 0 135.0 23 37 0 0 0 4 0 0 0 0 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE C" #2379 IcP t! 03 15V 1 r0 VN CFO -0 HY' ioyf: L.00 Mit. U. SIDEWALK, CURB & RAMP NOTES MEAD AVE. (2) 4D ADJUST LID TO GRADE iexie FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH ADJU5T VALVE BOX TO GRADE SIZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. GRIND EXISTING PAVEMENT (0.15 DEPTH) 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "C" #2379 PREPARED' UNDER THE DIRECTION OF: 0 7 '7- F.:1\167 k /34 ...7/4/19 , '\ PROJECT ENGINEER: ROBERT LOCHMILLER DRAWN: CHECKED BY: D. K INCAID R. LOCHMILLER REVISION1 ‘.. WA5H1NGTON AVE. 5TA. 10+00 70 5TA. /9+50 SHEET 19 OF 47 Q: \Civil 3D projects\R City of Yakima 2014 Overlay \Schedule C \PLOT TO PDF SHEET.dwg, WA_1, 3/11/2014 11:43:45 AM GRIND EXISTING PAVEMENT (0.15 DEPTH) @ADJUST MANHOLE LID TO GRADE ADJUST VALVE 50X TO GRADE ADJUST MONUMENT TO GRADE @REMOVE EX. C5 FRAME t GRATE. INSTALL NEW FRAME t GRATE #'x#FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. n SIDEWALK/ CUR/ RAMP MODIFICATION, SEE SHEET 30 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "C" #2379 PREPARED' UNDER THE DIRECTION OF: 0 7 '7- F.:1\167 /74 ra: 9 , '\ PROJECT ENGINEER: R013ERT LOCHMILLER DRAWN: CHECKED BY: D. KINCAID R. LOCHMILLER REVISION1 WASHINGTON AVE. 5 TA. /9+50 TO 5 TA. 30+00 SHEET 20 OF 47 Q: \Civil 3D projects\R City of Yakima 2014 Overlay \Schedule C \PLOT TO PDF SHEET.dwg, WA_1 (2), 3/11/2014 11:44:56 AM GRIND EXISTING PAVEMENT (0.15 DEPTH) ADJU5T CATCH BASIN TO GRADE gADJU51 MANHOLE LID TO GRADE €) ADJUST VALVE BOX TO GRADE (A) ADJUST MONUMENT TO GRADE iexie FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. fl SIDEWALK/ CURB/ RAMP MODIFICATION, SEE SHEET 30 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "C" #2379 PREPARED' UNDER THE DIRECTION OF: 0 7 '7- F.:1\167 k /34 ...7/4/19 , '\ PROJECT ENGINEER: ROBERT LOCHMILLER DRAWN: CHECKED BY: D. KINCAID R. LOCHMILLER t2EVISION ‘.. WA5HINGTON AVE. STA. 30+00 TO 5TA. 39+00 SHEET 21 OF 47 Q: \Civil 3D projects\R City of Yakima 2014 Overlay \Schedule C \PLOT TO PDF SHEET.dwg, WA_1 (3), 3/11/2 *Vita-- • GRIND EXISTING PAVEMENT (0.15 DEPTH) gADJU5T MANHOLE LID TO GRADE 0 ADJUST VALVE BOX TO GRADE 0 ADJUST MONUMENT TO GRADE iexie FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. fl SIDEWALK/ CURB/ RAMP MODIFICATION, SEE SHEET 30 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "C" #2379 PREPARED' UNDER THE DIRECTION OF: 0 7 '7- F.:1\167 k /34 ...7/4/19 , '\ PROJECT ENGINEER: ROBERT LOCHMILLER DRAWN: CHECKED BY: D. K INCAID R. LOCHMILLER REVISION WA5HINGTON AVE. .5 TA . 39+00 70 5TA. 49+00 SHEET 22 OF 47 11:45:06 AM QACivil 3D projects\R6 City of Yakima 2014 Overlay \Schedule C \PLOT TO PDF SHEET.dwg, WA_ gADJU5T MANHOLE LID TO GRADE 0 ADJUST VALVE BOX TO GRADE GRIND EXISTING PAVEMENT (0.15 DEPTH) 44'x # FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. fl SIDEWALK/ CURB/ RAMP MODIFICATION, SEE SHEET 30 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "C" #2379 PREPARED' UNDER THE DIRECTION OF: 0 7 '7- F.:1\167 k /34 ...7/4/19 , '\ PROJECT ENGINEER: R013ERT LOCHMILLER DRAWN: CHECKED 13Y: D. KINCAID R. LOCHMILLER REVISION1 ‘.. WA5HINGTON AVE. .5 TA . 49+00 TO 5TA. 59+00 SHEET 23 OF 47 Q: \Civil 3D projects\R City of Yakima 2014 Overlay \Schedule C \PLOT TO PDF SHEET.dwg, WA_1 (5), 3/11/2014 11:45:11 AM GRIND EXISTING PAVEMENT (0.15 DEPTH) tg. ADJUST MANHOLE LID TO GRADE C. ADJUST VALVE BOX TO GRADE () ADJUST JUNCTION BOX TO GRADE 0 ADJUST MONUMENT TO GRADE REMOVE EX. CB FRAME HOOD t GRATE. INSTALL NEW FRAME GRATE ONLY iexie FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. n SIDEWALK/ CURB/ RAMP MODIFICATION, SEE SHEET 30 FOR DESCRIPTION GRIND EXISTING PAVEMENT (0.1DEPTH) 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "C" #23 7 9 PREPARED' UNDER THE DIRECTION OF: 0 7 '7- F.:1\167 k /34 ...7/4/19 , '\ PROJECT ENGINEER: ROBERT LOCHMILLER DRAWN: CHECKED BY: D. KINCAID R. LOCHMILLER t2EVISION ‘.. WASHINGTON AVE. .5 TA . 59+00 70 5TA. 69+00 SHEET 24 OF 47 Q: \Civil 3D projects\R City of Yakima 2014 Overlay \Schedule C \PLOT TO PDF SHEET.dwg, WA_1 (6), 3/11/2014 11:45:16 AM C) ADJUST MANHOLE LID TO GRADE C) REMOVE EX. CB FRAME E GRATE. E) ADJUST VALVE BOX TO GRADE INSTALL NEW FRAME 4 GRATE GRIND EXISTING PAVEMENT (0.15 DEPTH) 1.1'xie FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. H SIDEWALK/ CURB/ RAMP MODIFICATION, SEE SHEET 30 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "C" #23 79 PREPARED' UNDER THE DIRECTION OF: 0 Y N /*\! /34 ra: ...7/4/19 , '\ PROJECT ENGINEER: R013ERT LOCHMILLER DRAWN: CHECKED BY: D. KINCAID R. LOCHMILLER t2EVISION ‘.. WA5HINGTON AVE. .5 TA . 69+00 70 .STA. 79+00 SHEET 25 OF 47 1/2014 11:45:21 AM QACivil 3D projects\R0 City of Yakima 2014 Overlay \Schedule C \PLOT TO PDF SHEET.dwg, WA_ GRIND EXISTING PAVEMENT (0.15 DEPTH) gADJU5T MANHOLE LID TO GRADE 0 ADJUST VALVE BOX TO GRADE 0 ADJUST MONUMENT TO GRADE iexie FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "C" #2379 PREPARED' UNDER THE DIRECTION OF: 0 7 '7- F.:1\167 k /34 ...7/4/19 , '\ PROJECT ENGINEER: ROBERT LOCHMILLER DRAWN: CHECKED BY: D. KINCAID R. LOCHMILLER REVISION ‘.. WA5HINGTON AVE. STA. 79+00 TO 5TA. 59+00 SHEET 26 OF 47 Q: \Civil 3D projects\R City of Yakima 2014 Overlay \Schedule C \PLOT TO PDF SHEET.dwg, WA_1 (8), 3/11/2014 11:45:26 AM • ADJUST MANHOLE LID TO GRADE €) ADJUST VALVE t5OX TO GRADE GRIND EXISTING PAVEMENT (0.15 DEPTH) (1) REMOVE EX. CB FRAME t GRATE. INSTALL NEW FRAME t GRATE REMOVE EX. CB FRAME HOOD t GRATE. INSTALL NEW FRAME GRATE ONLY Wa FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. n SIDEWALK/ CURB/ RAMP MODIFICATION, SEE SHEET 30 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "C" #2379 PREPARED' UNDER THE DIRECTION OF: 0 7 '7- F.:1\167 k /34 ra: ...7/4/19 , '\ PROJECT ENGINEER: ROBERT LOCHMILLER DRAWN: CHECKED BY: D. K INCAID R. LOCHMILLER REVISION WASHINGTON AVE. *STA. 89+00 TO 5TA. 99+00 SHEET 27 OF 47 Q: \Civil 3D projects\R City of Yakima 2014 Overlay \Schedule C \PLOT TO PDF SHEET.dwg, WA_1 (9), 3/11/2014 11:45:31 AM (g) ADJU5T MANHOLE LID TO GRADE °REMOVE EX. CB FRAME t GRATE. ADJUST VALVE BOX TO GRADE INSTALL NEW FRAME t GRATE #x#' FULL DEPTH PAVEMENT REMOVAL APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. GRIND EXISTING PAVEMENT (0.15 DEPTH) 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "C" #2379 PREPARED' UNDER THE DIRECTION OF: 0 7 '7 F.:- 116/ *.\! k /34 ...7/4/19 , '\ PROJECT ENGINEER: R013ERT LOCHMILLER DRAWN: CHECKED 13Y: D. K INCAID R. LOCHMILLER REVISION WA5H1NGTON AVE. .STA. 99+00 70 5TA. 109+00 SHEET 28 OF 47 Q: \Civil 3D projects\R City of Yakima 2014 Overlay \Schedule C \PLOT TO PDF SHEET.dwg, WA_1 (10), 3/11/2014 11:45,36 AM 0 0 0 47: 1 12' E. WASHINGTON AVE I 2 * t E. WASHINGTON AVE 20' cel) • S. 3RD AVE 48' LEGEND FULL DEPTH PAVEMENT REMOVAL GRIND EXISTING PAVEMENT (0.15 DEPTH) GRIND EXISTING PAVEMENT (0.1DEPTH) ADJUSTMENT NOTES REPLACEMENT NOTES g ADJUST MANHOLE LID TO GRADE 0 ADJUST VALVE BOX TO GRADE ADJUST JUNCTION BOX TO GRADE ADJUST MONUMENT TO GRADE 0 REMOVE EX. CB FRAME t GRATE. INSTALL NEW FRAME t GRATE CONSTRUCTION NOTES frx#' FULL DEPTH PAVEMENT REMOVAL APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. n SIDEWALK/ CURB/ RAMP MODIFICATION, SEE SHEET 30 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "C" #23 79 PREPARED' UNDER THE DIRECTION OF: 0 7 '7- F.:1\167 k /34 ...7/4/19 , '\ PROJECT ENGINEER: RO5ERT LOCHMILLER DRAWN: CHECKED 13r: D. KINCAID R. LOCHMILLER t2EVISION WASHINGTON AVE. 5TA. 109+00 TO E.O.P. SHEET 29 OF 47 14 11:45:41 All Q:\C:v:I 3D projects\R City of Yakima 2014 Overlay \Schedule C \PLOT TO PDF SHEET.dwg, WA_1 (11), 3 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "C" #2379 NC3INEE F1: It 1 (1( :to,l1t.t171-1 1:111.4WN: KN(Aft) CHECKED b: Y. Ei 1 OCtiktfi t SIDEWALK; CURB & RAMP NOTES WASHINGTON AVE. SI-IEET 30 OF 47 ,C .kr; rOjE:trARP (or, YA, SIDEWALK, CURB & RAMP NOTES NOTE: THE FIRST NUIvIDER DESIGNATN IO THE SHEET OF THE PLANS. THE REFERS , ./ • 6,',., - - - , ...,, ,..; A ,.' .,--.(.' ‘4., '..- ? 0 6. ' ,,./6, , .. . %• 6, C ,.. ,., ..., . , . : s., C., - ‘_., NOTE: APPROX. QUANTITIES NECESSARY TO REMOVE AND CONSTRUCT SIDEWALK AND CURE3 ,-,.., IMPROVEMENTS. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. ACTUAL 6, . QUANTITIES MAY VARY, PAYMENT WILL DE RASED ON FIELD MEASUREMENTS_ OF "CODE REFERS TO NUMBER CONTRACT SECOND NUMBER TO THE 5IDEWALK/CLIRD NUMBER. ROAD STATION OFF. 5.Y. L.F. TON Li:. L.F. I. .F. L.F. S.Y. EA EA EA EA EA EA S.Y. S.Y. S.F. Comments 20 -1 WASH. 20.00 LT 5.0 10 10 6.0 8 . REMOVE/REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTALL DETECTABLE WARNING SURFACE 20 -2 WASH. 20+40 LT 6.0 6.0 8 REMOVE/REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTALL DETECTABLE WARNING SURFACE 20 -3 WASH. 20+00 RT 6.0 18 18 6.0 .. 8 REMOVE/REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTALL DETECTABLE WARNING SURFACE 20 -4 WASH. 20+40 RT 6. • 6.0 8 REMOVE/REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTALL DITE.C.TABLE WARNING SURFACE 20 5 WASH. 21+30 LT 6.0 8 8 6.0 8 REMOVE/REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTAL l DElf.CTABLE. WARNING SURFACE 70 - 6 WASH LT 6.0. 6.0 . 8 RE•MOVE/REPOULA(]NIR PERPENDICUR RAMP PORTION NI Y AND INSTAL1 PETE( TAlli F WARNINC; SuliTAIF 20 -7 WASH. 26+60 LT 6.0 6.0 PERPENDICULAR RAMP PORTION ONLY AND INSTAI L DETECTABI F WARNING SURFACE )0 -8 W4511 27+00 • LT 6.0 6.0 •REMOVE/FIF.POUR 8 REMOVE/REPOUR PERPENDICUI AR RAMP PORTION ONLY AND INSTAL, DETECTABLE WARNING SURFACE. )1 -0 WASH. 33+10 I T 6 0 8 8 0 8 REMOVE/RE:TOUR PERPENDICULAR RAMP PORTION ONLY AND INSTAL L DE TECTABL 1 WARNING SURFACE. 21 -10 A • LT 6.0 6.0 8 R • VE/REPC R PERPENDICULAR RAMP PORTION ONLY AND INSTAL DETEC1A3LE WARNINGDETECTABLERFACE 21 -11 WASH. 33+70 LT 6.0 10 10 6.0 8 REMOVE/REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTALL DETECTABLE WARNING SURFACE 21 -12 WASH. .33+70 LT 6.0 6.0 8 REMOVE/REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTALL DETECTABLE VvARNINC, SURFACE 21 -13 WASH. 36+40 RT 6.0 15 15 6.0 8 SEE PREVIOUS COMMENT AND REGRADE CURB TO DRAIN TO GB 21 -14 WASH. 37+00 RT 60 25 7 6.0 8 REN1OV REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTALL DETECTABLE WARNING SURFACE 22 -1 WASH. 39+70 LT 6.0 10 10 60 8 REMOVE/REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTALL. DETECTABLE WARNINO SURFACE 22 . -16 WASH. . 40+70 LT 6_0 10 10 6.0 8 REMOVE/REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTALL DETECTABLE WARNINO SURFACE 27 -17 WASH. 46+30 LT 6.0 10 10 6.0 8 REMOVE/REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTALL DETECTABLE WARNING SURFACE 72 -18- WASH. 46+80 LT 6.0 10 10 6.0 8 REMOVE/REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTALL DETECTABLE WARNING SURFACE 22 -19 WASH. 46+30 RT 6.0 6.0 8 REMOVE/REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTALL DETECTABLE WARNING SURFACE 22 -20 WASH. 46+80 RT 6.0 6.0 REMOVE/REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTALL DETECTABLE WARNING SURFACE 72 -21 WASH. 46+30 LT 6,0 10 10 6.0 8 REMOVE/REPOLIR PERPENDICULAR RAMP PORTION ONLY AND INSTALL DETECTABLE WARNING SURFACE 22 -22 WASH. 46+80 LT 6.0 6,0 •23 REMOVE/REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTAL( DETECTABLE WARNING SURFACE -23 WASH. 55+80 LT 6.0 6.0 R OVE/REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTALL DETECTABLE WARNING SURFACE 23 -24 WASH. 56+40 1.1 6,0 6.0 8 REMOVE./REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTALL DETECTABLE WARNING SURFACE 24 25 WASH. 59+50 LT 18.7 28 7 28 17 703 1 24 -26 VVASLI. 60+30 IT 30.0 45 3 45 17 18.7 24 I -27 WASH. 59+50 RT . 13.0 27 2 7) 17 6.7 24 -28 WASH. 60+30 RI 22 7 34 3 34 . 17 . 11.3 1 • 25 -79 WASH. 65.50 RT 40.0 •40 0 REPLACE DAMEAGED SIDEWALK 75 -30 WASH 69+60 RT 7.3 13 1 13 16 1.3 25 -31 WASH. 70+00 RT 7.3 18 1 18 16 4.7 27 -12 WASH. 93+40 , RT 19.3 29 2 29 16 12.0 27 -33 WASH. 93+80 RT 15.3 73 2 73 17 4.0 29 -34 WASH. 114+80 RT 28.0 42 3 42 17 16.7 1 REMOVE EXISTING CURB RAMP Totals for this sheet .... 350.5 403 73 403 0 150 0 265.7 63 0 0 0 . 192 0 . 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "C" #2379 NC3INEE F1: It 1 (1( :to,l1t.t171-1 1:111.4WN: KN(Aft) CHECKED b: Y. Ei 1 OCtiktfi t SIDEWALK; CURB & RAMP NOTES WASHINGTON AVE. SI-IEET 30 OF 47 ,C .kr; rOjE:trARP (or, YA, kuAu 073 K W2C.1- ROAD WORK bi (720 W Nut E3lvd or.: • • ok. , °O .o.O.. ROAD O.,.. ..-- ROAD o, ..;;°' ROAD *O - i.:?•••• WORK I.'..;!:: •,{.. WORK 2 , ,• -",...„ jrM/ ''', N.IEN7,...;--- •••`\.,111;-.AD/i .•.°;.,..../o° ....',.... / W20 - 1 7120- 1 W70 I W21-- 1'70 1 W20- 1 1. Pciwich Ave. ROA•l'ON'ot'v.);ORK • W5-2001 W2 W20 1 W8-200 1 G20-2 W20 -I DflkC.E CAT W21-170 •)/ ;;1•0:2.:7 i2 TLI W2 1 - 1 70 END ROAD i.'ORK 020-2 SHEET 31 OF 47 W Washington Ave Ron wOR( )) \AHEAD/ W20-1 0 0J END ROAD t!'i'ORK 620-2 t I 00' 6y'crY .,4•• W5-2001 „R• -A„ / ROAD WORK \ AI tEAD !!!:7 W20- I 5 ROAD W20-1 •-• c 100' ROAD • AHEAD ra W20 -1 WASHINGTON AVE 0? w W20-1 W20- I 1100' 1100' • ROAD R„ • ••• WORK ti!lEAD4.1 W20- I Vhd ht'!•ri AV 1.^) Wor,hil 'Wort Alit?. 7 ROAD \A AHEAD W20-1 350! anglon Av /7\ ROAD VtrORK AHEAD •E" W2C- :10U 0 'CY !!\.• „R! ROAD 2, R, WORK ,2,i) W20-1 1 00 00' 0 /;•• ROAD 'WORK \AHEAD ••••' W20-1 I 1 00' ROAD (! WORK W20- :100! c 0 •;•?E' ROAD i., •Z,„!!! WORK `!..2 Ai FAD W20- I ROACN, /0:.K ki•LAD \.• W2-0- t . 0 WORK W21-1701 PHEAD W20-1 100`••••• 1.-350* Washington Ave `• --At 100' / ROAD *WORK AHEAD/ \ W20-1 Wb -2001 ROAD 44,, ',I WORK AHEAD ••'• • W20- 1 • •-•-, . •• E.ND ROAD WORK 620-2 E Washington Ave 0 IlOCE E Washington Ave /ROAD AORK HEAD W20 W20- NTS 1,,/ El: F,--•-•-? 1- T : • SHEET 32 OF 47 W. NOB HILL BLVD. FACE CT CuRD 104)0 r 4.00 ACE OF CURD MATCH EXISTING PAVEMENT MARKINGS FACE OF CURD A� OF CURD 7 hi 0 77 (7):,.../ 01:: FACE OF CURD FACE OF CURD CHANNELiZATION NOTc5 5/GIVING NOTES (7) PAINTED LANE LINE (2) PAINTED CENTER LINE WITH NO PA55 LINE ® PAINTED DOUBLE CENTER LINE • PAINTED WIPE LINE • PLASTIC STOP LINE ® PLASTIC TRAFFIC ARROW O PLASTIC. WE LINE -I2" RELOCATE SIGN TO DACK OF WALK • • v J. 2050 SHEET 33 OF 47 ACP — FACE OF CLJ W. NOB HILL BLVD. 22.00 FACE OF CURB ROCK AYE 24,00 A ZA TE PAINTED LANE. LINE 2) PAINTED CENTER LINE WITH NO PASS LANE - PAINTED DOUHLE CENTER LINE 4 PAINTED WIPE LINE PLASTIC TRAFFIC ARROW FACE OF CURB 5/6 NiNG TE RELOCATE SIGN TO HACK OF WALK MATCH EXISTING PAVEMENT MARKINGS 7,1,1.00 4,() 0 40 8> 0 ;0' ') •I 14 4 / IL E C T. I ( tv 1..) A : • I- ktf. 1.• 0.0! f L. ;..? * A (".Jfzc 1 R. .6t.? 1);\ CJI! VP, i) /') 1,0 4) 14 SHEET 34 OF 47 MATCH Exi5TING PAVEME:NT MARKINGS 10.00 Lij W. MEAD AVE. ACV: OF CURD 1 .00 - 4.00 1 AGE I 6.10 0 FACE OF CL 21 .00 CHANNELIZATIONI NJ 71:5 PAINTED CENTER LINE WITH NO PASS LINE PAINTED DOUBLE CENTER LINE (±)) PAINTED EDGE 1.INE PAINTED 510P CENTER LINE PLASTIC 81CYCLE LANE SYMBOL (-2 A 17.0 0 22.00 FACE OF CURD oi 10.100 .516VI110 kOTES A C ATE SIGN TO DACV.. OF WALV. • , 24,00 40 40 50 SHEET 35 OF 47 FACE OF CURB 3140 27.00 W. MEAD AVE. CORNELL AVE. 32+00 FACE OF CUR'D 37400 CHANNELIZATION NOTES 0 PAINTED LANE LINE @ PAINTED DOUBLE CENTER LINE (8) PLASTIC TRAFFIC ARROW 0 PAINTED EDGE LINE (0 PAINTED 5ICIP CENTER LINE cr; -FAC[ ,: OF 25,00 33+00 341+00 r FACE OF CURB 40 0 40 8.0 17 A 11,..-1.7 1„..) .1):*1?.[1: 7 ON 0* ;NJ fa,...„! E N! E.. L EA? CHE Celt," Y: :72 At V A/. tvfAe /:,63 r ) (IL/ I . t 0 00 SHEET 36 OF 47 42+00 - FACE u W. MEAD AVE. 43+00 4 b+ 00 471.00 FACE OF CURD FACE OF cueo FAC E OF Cu S. 2ND AVE 44.00 A E Of CURD :IT ...:--2z. ---- ck --,_ ---___ r...) C) Ec GHANNELIZATION NOTES 0 PAINTED LANE LINE (D) PAINTED DOUDLE CENTER LINE 0 PAINTED WIDE LINE ® PLASTIC. STOP LINE ® PLASTIC TRAFFIC ARROW 0 PLASTIC, WIDE L INE— 12" FACE OF CURE, 516NINC-7 NOTES A ELOGATE SIGN TO RACK OF WALK 54.00 40 0 40 RQ + r .••• ; ; • ?).. I (12) 1‘.• ) - • • •• • • ) Ch'ECA:6:17, r: L0C-iMLL 7: 4 ') A k. A 4() 0)9 0 1; rlri• • SHEET 37 OF 47 - r A (;F: OF CURD 57,00 W. MEAD AVE. 55+00 59+00 ACE OF Cl..325 FACE OF CL.1126 CHANNELIZATION.1 NiOrE5 (j) PAINTED LANE LINE ® PAINTED DOUDLE CENTER UNE (5) PLASTIC WAI020AD CPP5.5ING SYNADOL WiO—I 40 40 80 / ) r [.•...1\1.11:;• 1 t5r SHEET 38 OF 47 INSTALL 0 PAINTED LANE LINE PAINTED CENTER LINE WITH NO PASS LINE PAINTED DOODLE CENTER LINE PAINTED WIDE LINE PLASTIC RAILROAD CRO55iN5 5YME5OL PLASTIC STOP LINE PLASTIC TRAFFIC ARROW PLASTIC WIDE LINE—I2" 44-'14 4. 'J..) kE 11(31\1 ;. • . '4;1 444. :4.44 • 4,4,4.r/tor:. (.444 4.44EL) !..4fr - r 4 : r "*. r • / SHEET 39 OF 47 FACE OF CURD FAO.: OF- COM 87.00 W. MEAD AVE. MATCH E X ISTING PAVEMENT MAR4IN35 94+00 95, CHANNEL IZATION NOTE 5 0 PAINTED LANE LINE PAINTED CENTER LINE WITH NO PASS L)NE (3) PANTED DOUbLE CENTER LINE (1 PAINTED WIPE LINE PL AST IC TRAFFIC ARROW PAINTED EPEE I. INF PLASTIC, WIDE LINE- 12" 40 0 40 0 / / ' f AT! A t it\R"-:7 SHEET 40 OF 47 10+00 1 1 +00 MATCH EXISTING PAVEMENT MARKINGS W. WASHINGTON AVE F 12+00 FAC:, OF CURD 13+00 9+00 CF!AHtJEL. IZATION NOTES PAINTEP LANE I. INE PAINTED POLJE,LE CENTER LINE 40 I-, _I -I 40 80 t. A ) ; I tVAIII2 f• -•:*E. A r • L !, E.:VA 14:N: sy: 1 '71 V! RI i ( i1t,f(r ()Ai A **j/;O0Oj() ) , I) 0 SHEET 41 OF 47 W. WASHINGTON AVE FACE OF CURD CHANNELCHAtJfJEL IZATIO?'i 1\10TE:5 (-I.) PAINTED LANE LINE (3) PAINTEP 1)OUE5LE CENTER LINE (4) PAINTED WIPE LINE (0 PLASTIC 5TOP LINE PLASTIC TRAFFIC APROW PLASTIC WIPE. LINE- 12" Oj 327C*0- F ACE OF CURD 31t00 FACE OF CURD FACE OF CURD 36,00 39.00 MATCF-iL \!E/,5 TA. 40 0 4080 1)(1!• /1 7ThT Villa/ 11 V ; C ; ; r. *L.!. n*, 11 "r" • !.._,"_••• (1-7::+1:1 t• 1 1.:(! 1.1 0 : y oof L. Era R I. a ..-mah' raf- ; I1 MA11:1::: . „;-; J..) . • 't .21 Lv• SHEET 42 OF 47 41+00 W. WASHINGTON AVE 42.00 FrACE 0i CURD 43.00 -FACE OF CURD CHANNELIZATION NOTES PAINTED LANE LINE PAINTED DOUBLE CENTER LINE 0 PAINTED WIDE LINE 0 PLASTIC STOP LINE ® PLASTIC TRAFFIC ARROW 0 PLASTIC WIDE LINE -I2" 52,00 FACE 01• . . FACE OF CURD 53.00 40 0 4C 4.Jv.o/ . r.... I-) r / P NIP!' 2 C ION/ F . . C. Hi: 4.4 14 4;4 15 'T`: k. 1. 4 11\-P-9 -QJJ AV E ;* A 4 0 00 TO SHEET 43 OF 47 4: 9.`,,Cbril prunx.L5 illy El! Yeorn:1 56.00 W. WASHINGTON AVE 57.00 , FACE OF CURD FACE OF CORD HLINE 57A. FACE OF CURD 62, 64+00 - \ - FACE OF CURD FACE OF CURB 66+00 ACE r cu2H CF-IANNELIZATION NOTE5 (J. PAINTED LANE LINE (3) PAINTED DOUBLE CENTER LINE PAINTED WIDE LINE 0 PLASTIC STOP LINE (E:ID PLASTIC TRAFFIC ARROW 0 PLASTIC TRAFFIC LETTER 0 PLASTIC WIDE LINE -I2" S. 3RD. AVE 40 MATCH EXISTING PAVEMENT MARKINGS 40 80 r 1) NI) LE..C--? 11-( (..; 7 + ON OF: (*) i ( Ci ;\i A Tr: , • \ 7 t N(71Ni- f•- 7 1 (X.HMU LE 81' 1.818A 888: ;1L 1/E.488LP P ;PC RV ; R. 1 OC.PRftl. f; 88888.8u VElk41:1:11/4,/ 7 tvUll i V.,/ A .(1-)F1 NO '1 01'.1 A WE. T A 5.5 0 0 10 A / (.) SHEET 44 OF 47 8 11 8 8 8 .?; 71.0c) W. WASHINGTON AVE 72 77+00 FACE OE CURD FACE OF CURD FACE OF CURD —FACE OF CURD 75+90 75+00 79+00 FACE OF CURD CHANNE1....IZArION J07TS PAINTED LANE LINE 0 PAINTED VOUDLE CjiNIEJ2 LINE 40 0 80 2014 re;y Tp ; 4 ,LE-ni "p 2._ 7(-} PkT 13/1, 1) or:.? —II 1! : 7-1(),\I ry Ltt 1Q**Q0 T LER g.tt 1:22/1 CHECkE L) . ;QC 0 Q. t.00 QAttti.i.EQ ,A, NI 1..)1<" WA. /1AJ(7 01'0,1 A Vf' ; A 19 0 I • SHEET 45 OF 47 W. WASHINGTON AVE 2t00 ACE OF CURD FACE OF Cu FACE OF Cu 9 LONGFIBRE CHANNELIZATION NOTES 0 PAINTED LANE LINE (E) PAINTED DOLJDLE CENTER LINE 0 PLASTIC RAILROAD CROSSING SYMe)OL CO PLASTIC STOP LINE RELOCATE EXISTING WIO-I SIGN FROM 5TA 194+60 40 40 80 RLE T!E; T ()I J.', T Y E E IT7-3 17: . • ••• •• • E'EaDEEC 7. E tnE:91.\,'E. fe: k?(OA,731-..k L C.! EQ1' EX=?A AVV: • CV/E(XE0 V 4,Y; A VE:Vot,1 A V/ P-1 1 (..7. T ON A IVE [7,) [A. ft 00 if !--.)T A 1 ()000 SHEET 46 OF 47 W. WASHINGTON AVE - FACE OF CURS RELOCATE EXISTING W10 -I 5ISN FROM STA 1- I Ob+00 10.3,00 104+00 ACE OF CURB r FACE OF CURD '09t00 AGE OE Cu A E OF CURB (I C4.' C4-4" :4. • 4 :4, 115.00 FACE OF CURB CHANNELIZATION NOTES O PAINTED LANE LINE (-2) PAINTED CENTER LINE WITH NO PASS UNE () PAINTED DOLJDLE CENTER LINE O PAINTED WIDE LINE O PLASTIC RAILROAD GROSSING SYMBOL e PLASTIC STOP LINE C7) PLASTIC CROSSWALK LINE 0 PLASTIC. TRAFFIC ARROW 0 PLASTIC WIPE LINE -I2" 40 0 40 80 00 1 E.C.* r SHEET 47 OF 47 CITY OF YAKIMA 2014 urruDE STREET RESURFACING PROJECT #2379 SCHEDULE "D" VICINITY AMP REI5C1..e 511 1.5,141C11 .1.11 117 •7.1 11771112.1 171 fr.ht555, A,. .41 • ,•:‘ •**** • :A. W. '0' 5T. LIMITS -0\ , ‘ \ \ 1 \ \ --J\ -7 —••• ' ..‘'A I J \\ ‘ *; I .j.!.."----)1, .—\ „ \ \ \ \ - \ \ if:t• \•• PIERCE AVENUE LIMITS 5 71: ,11 4TH AVENUE LIMIT5 \\*..n =.\-- • ...• \ \ .. ; \ V.1 ;1 \ I 51411....11F104)00 04 \;.• \04 A;;;\,j4 • t 1,4.•:;;;..J.J....; I .4 1 INDEX SHEET I SHEET 2 SHEET 3 SHEET 4 SHEET. 5— SHEET 9 SHEET 10-12 SHEET 13 SHEET. I4—I5 SHEET i9-20 SHEET 21-23 SHEET 24 SHEET 25-26 SHEET 27 SHEET 25 SHEET 29 SHEET 30-33 SHEET 34 SHEET 35-37 SHEET 35 SHEET 39-43 SHEET 44-46 5HEET 47-48 SHEET 49-52 SHEET 53—S4 SHEET 55 SHEET 56 SHEET 57-55 SHEET 59-60 COVER. SHEET: INDEX AND VICINITY MAP SUMMARY OF QUANTITIES TYPICAL ROAD SECTIONS C DETAILS DETAILS (2) W. WALNUT STREET PLAN VIEWS W. WALNUT 5T„ SIDEWALK, CURD 4 RAMP NOTES W. MLK DOULEVARD PLAN VIEWS W. MI.K DLVP., SIDEWALK, CURD AM7 NOTES W. LINCOLN AVENUE PLAN VIEWS W. LINCOLN AVE„ SIDEWALK. CURD t RAMP NOTES W. '0' STREET PLAN VIEWS W. '0' 5T., SIDEWALK, CURD t RAMP NOTES PIERCE AVENUE PLAN VIEWS PIERCE AVENuE, SIPE-WALK. CURD t RAMP NOTES 5TH AVENUE PLAN VIEWS 5TH AVE., SIDEWALK, CURD t RAMP NOTES 4TH AVENUE PLAN VIEWS 4TH AVE., SIDEWALK, CURD t RAMP NOTES 3RP AVENUE PLAN VIEWS 3RD AVE., SIDEWALK, CURE) RAMP NOTES GENERAL TRAFFIC CONTROL PLANS PAVEMENT MARKING W. WALNUT STREET PAVEMENT MARKING W. ML K DOULEVARD PAVEMENT MARKING W. LINCOLN AVENUE PAVEMENT MARKING W. '0' STREET PAVEMENT MARKING- PIERCE AVENUE PAVEMENT MARKING 5TH AVENUE PAVEMENT MARKING 4TH AVENUE PAVEMENT MARKING 3RD AVENuE LECE.ArD (6)- (A) STORM WATER MANHOLE LID CATCH BASIN SANITARY SEWER MANHOLE LID WATER METER FOX PIP MANHOLE JUNCTION DOX THIRD PARTY UTILITY COVER MONUMENT CASE A'.0 COVER 1,,Xj WATER VALVE 50X HYDRANT APPROVED FOR CONSTRUCTION CITY OF YAKIMA: DATE: 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "D" #2379 peEPAeEP unoEe THE C "HON OF: COUNTY ENIGINEEr PATE: rwo.J.E:c r ENGINEER: DRAWN: Ch•lEGKEI) E1Y: .;•"•; ,•••*. COVER 5HEET: INDEX AND VICINITY MAP SHEET 1 OF 60 SCHEDULE D -SUMMARY OF QUANTITIES I 05 El Of 51RINION V!. VJAL MI AVF. 17. P.1 L. 14 fi I.VD. Vi. LUICOUI I:, 551 *; P 5 IRE E 1 !.7:4fle 1:-, 1: ;I:. Pir Ril: AVE Yrlt AV: S,,,,:e.:,, *,,5..-,,, E75i41,1 ; ,•,,, 1, ,:: GROuP i JPGAVI ,:. .: 3 .-.;.,, E :7 F:' -re''. 10T,L OTT RIOTS P 5 GROUP 2 GROUP GSQUP 4 GROUP!, GROUP 6 GROUP PREPARATION 1 L1OBILJZATIOIN L S I_ s I.. 1, LO 20. L0, L S L0. LS , • 2 C LE ARIF -1G AND GRUBBING 10 L 0 L L'i l 5 I_ 0 L 5 L 5 L 5 L 5 • 3 REMOVING CEMENT C.001C SIDEV:'ALK .5 Y 40:0 450 640 130 310 190 23-3 1:30 4 REMOVING CE %TENT CONCRE'rE CURB 1 F 640 430 1.290 reI..f.i , 210 17c810 e.',7 -_,--j 5 REMOLTIO CONCRETE BARRER SECTION EACH o 2 9 0 0 0 C. 0 11 E. REM01.01iG CATCH BASIN EACH 0 0 0 0 0 0 1. 7 5/8:7C1r PAVE /LENT 1 F 7(0 1 0130 2 100 450 580 1 50 2.'cr-7.0 '3 3:--.0 -!"3 990, - - - - GRADING . .. _ . _ . ..... 8 _ PAVE',.- HT RE Ps 0 E YCAVATIO1! I1!CL HAUL 5 Y 270 6(10 950 1E0 1E0 10 1 7'..:: 1 .000 4 P31-01 STORM SEWER o CATCH 55A501 TYPE 1 EACH 0 0 0 i 0 . , . 1 SURFACING 10 RLISHED SURFACING TOP COURSE T00.1 35 30 60 10. 35 10 23 15 11 ..R...15HED SHREACI.113 BASE COURSE TON 0 4003 620 110 10.0 0 1 150 65C: 30301 12 LIOUID ASPHALT, ANTLSTR;PPING ADDITIVE EST EST EST EST EST E.S1 • •I EST EST HOT MIX ASPHALT 13 PLAN81GBITUm!NOUS PA1/EIMI'IT SY 21.400 14.200 2'. 700 8 350 31(0. 70)5" 19 0.00 8 1 10•:-.:. 250 14 Hr..IA CL 112 IN PG 84-2E; TON 2 300 1.550 3.000 1 400 750 2 •300 1 C.:77,0 12 600 15 HMA FOR PAVEMENT REPAIR CI 1,-2IN PC.; 6J-213 TO' 100 230 1330 60 80 10 603 350 1 40 18 HMA FOR PRELEVELf.T!C; CL 1.'2111 PGE4--28, TON 550 400 800 400 100 200 606 (10)2 3 700 17 J05 l'AX COMPLIANCE PRICE ADJUST!...Er,T CALC CALC CALC CALE: CALC CALC CALC CALC CALC 1 16 C OT,IPAC PON PRIE;E AIDJuSTmEN T CAL C. CALC CALC CALC CALC CAL0 CALC CALC CALC 1 TRAFFIC 19 CEOIEIIT 0)0 7 TRAFFiC CURB AND GLITTER L E 400 433 040 250 210 140 670 60,0, .1.0-0I0 20 CEMErIT 0)0)7 TRAFFIC CURB LF 170 0 240 0 0 30 0 1 0 440 21 DUAL-FAL:ED CEMENT 00150 TRAFFIC 2308 L F 0 84. --..---.-........ 1E0 ........ . 0 0 1 0 0 0 265 22 0.. E.1.IEN 4 C.C;NC PEC,ESTAIJ CURB LF. 560 2101 4:'i 1I'0 i-V.:r & 120 170 ! 650 23 REMOVING A.1ORESETP,HGEXSTINGPERf•LNIENT BARRER LF 0 50 0 0 0 0 0 C .50 24 PAIIT LINE L F 7 800 7 100 1352(10 1.900 700 7600 5.000 17.000 5-0 40.2 25 PLASTIC TRAFFIC ARR06V EACH 28 15 23 0 8 :02 0 13 70 25 PA:14ED vViDE LANE ENE L E 1 540) 650 5E0 1 150 480 2.50 0 2* 4 0180 27 PLASTIC 0.H0E LANE LJNE L F 1.95: 1.580 1.300 120 0 .580 C 5E0 0703 28 PLASTIC'. STOP LINE I_ T aka 160 1E0 20 0 110 15.0 200 •: 17.7: 20 PLASTIC CROSSI2.1ALK LI?!E 00 0 0 0 0 0 0 160 0 30 PLASTIC RAILROAD CROSS1HGSY6'BC)L •• EACH 4 0 0 2 0 0 0 0 '31 PAU TED ACCESS PARKING SPACE SYMEOL .... EACH 0 0 0 0 0 0 3 0 3 32 PLASTIC BiCYCLE LA:JE SYMBOL EACH 0 10 8, 0 0 0 0 0 '0 33 PLASTIC: TRAFFIC; LETTER EAC -5 8 0 6 0 4 0 0 c 20 34 PROJECT TE0I.PORARY TRAFFIC CONTROL LS L S 55 L S 0 0 L S LS LS L 5 1 35 TEMPO RARY PAVEILEIJ T MARKINC3 LF. 12.000 9.500 15 WO 3 203 1 20)0 470)) 20(12 11 C. E(141 36 PER6ANENT SI.C.4liNG LS LS LO LS LO L6 1 LO LS LO 1 OTHER ITEMS 37 - - ----- ADJUST CATCH SAS]'; ---- ----- ---------- - ------ - - - - - - EACH 2 0 0 0 0 1 1 1 17_. 3.8 FRAME AND GRATE FOR CATCH BASIN EACH 5 .5 11 1 1 1 0 C 2.5 39 ADJUST VALVE BOX EACH 26 29 17 17 2 5 12 : 112:5 40 ADJUST MANHOLE EACH 7 4 10 1 3 2 . 1 2 30 41 ADJL 1..• TER BOX EACH1 0 0 o cc 42 ADJUST JLJNOTION Os' 1 H 1 1 0 0 0 0 0 0 43 ADJUST LIONUME NT CASE AND COVER EACH 2 2 1 2 0 0 0 ! 8 44 ADJUSTMEHT OF THIRD PARTY u TILITES EST EST EST EST EST EST EST EST EST * 4!.. CEME.NT C011,0 SI,20E.I.VALK S Y 740 200 390 50 150 Ek 120. 70 40; CEMENT CONC DRIVEVIAY ENTRA::CE TYPE 2 S Y 0 24 32 24 0 0 0 C ei.> 47 CEMENT CONC CURB RA1LP TYPE PA.RALLEL A EACH 2 0 0 0 1 0 0 0 --, _ 48 C E0IEN T (105 0) CURE RAMP TYPE PAR,ALLEL 6 EACH 1 0 1 0 C 0 .... 0 2 40 CEMENT CO11.3 (.1U05 RAI•JP 1 'OE 4A EACH 2 0 7 0 0 0 0 50 CEMENT CO0C CURE] RAMP TYPE PERPENDICULAR A EACH 4 5 0 1 2 3 ................ , 1 lc) 51 CEMENT CONC CURB RA3.1P TYPE PERPENDICULAR 5 EAC* 18 2217 14 4 0 0' 14 ;05 52 CEMENT CONC CURB RA;r1P TYPE .51,14GLE 05050)700 4. EACH 0 0 8 01 0 0 0' j 0 18 53 DETECTABLE ViARNING SURFACE 55- 16-1 95 136 6 16 8 85 0 512 54 ROADViAY SURVEYING LS LO L.S LS LS LS 55 06 L 5 1 55 PROPERTY RESTORATION EST EST EST (57 EST EST EST EST EST 1 56 TAN° R CHANGE. CALC CALC CALC CALC CALC CALC , CALC C.400 CALC 1 57 SPCC PLAN LS LS L SL5 LS • I LS -.LS LS 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "D" 2379 peEPAeEr) UNDER THE DIRECTION OF: COUNTY ENGINEER PATE: PROJECT ENGINEER: 7''', '/_. ()RAW EV 5500/ C0EC7170 SY: LP "1 1 1'7'5 8 SUMMARY OF QUANTITIES SHEET 2 OF 60 EXISTING CURD HMA OVERLAY TO MATCH CLJPI3 ELEV. 12.0' HMA OVERLAY THIC.1<NE55 0.15 Ar CEN.TERI..INE HMA OVERLAY X IST ING CONCRETE PAVEMENT@ EXISTING ASPHALT PAVEMENTSURFACE - GRIND 0.00' AT 12 FROM C1JRD -E4RINDING E TEN -- GRIND 0.10AT C..UPD LINE TYPICAL SECTION NTS LINO,OLN AVENUE.. STA. 2E5400 TO STA. tilcIit 10 W. D' STREET' D_O.P. TO STA. 1.75t -70 '0' STREET STA. /3 tip° TO E.O.P. 5. 4TH AVENUE D .0,P TO STA. 15,t50 :)RD AVENUE D.O.P. 10 E EXIST UNG CURD AN I) GU riE, • SEE SPECIAL PROVISIONS SECTION 2-02 FOR STREET LOCATIONS WITH CONCRETE. EXISTING CURD HMA OVERLAY TO MATCH CURD ELEV. HMA OVERLAY :THICKNESS 0.15' AT CENTERLINE HMA OVERLAY EXISTING CONCRETE PAVEMENT. XI STING ASPHALT PAVEMENT SURFACE NO 0.10', FULL WIDTH INC EXTENTS TYPICAL SECTION NTS W. WALNUT STREET t5 0 P. TO E.O.P. W. MLIC. DLVO. G.O.P. TO E.O.P. W. LINCOLN AVENUE G.G.P. TO STA. 12f3/00 W. LINCOLN AVENUE STA. $44+ IC TO E.O.P. W. 'D' STREET STA. 126120 TO STA. ±31$60 PIERCE AVENUE B.D.P. TO STA. 117+50 (SD LANES ONLY PIERCE AVENUE 5 TA. 171.50 TO E,0 P. (FULL WIDTH) 5. 5TH AVENUE 5.0.P. TO E,0 P, 5. 4TH AVENUE STA. 15f 50 TO E .0.P. PAVEMENT - DEPTH VARIES ASPHALT CONCRETE PATGH LIMITS • , NE:RETIE PAVEMENT PANELS 1;i• III. cONAAciLL) EXISTING CURD AND GUTTER APPLY CGS- Ii SAND 10 SEAL THE SURFACE JOINT'S. APPLY CGS- I TO EDGES OF REPAIR SECTION AND TO SURFACE OF CONCRE TE, IF OVERLAYED. HMA CL. /2” PG 64-28 MATCH PEPTH EXISTING ASPHALT. ASP T CONCRETE SURFACING OVER CONCRETE PAVEMENT PATCH DETAIL NTS CLASS :5000 CEMENT OONCRE TE. F UL I. DEPTH OF --A SECTION E..55 I I /7" I I/2" CL AS. “S" ASPHALT. 12' ASPHALT P A Vi..MEN r PL ACE AND COMPACT CRUSHED SURFACING TOP COUR.SE UTILITY ADJUSTMENT N r5 bASE GOL9SE GROUT ALL. JOINTS WI rH NON-GYPSi_IM GPOL) I&E. SIDE OF MANHOLE DIRECTION OF TRAFFIC HINGED HOLE COVER ORIENTATION NTS EXISTING PAVEMENT - DEPTH VARIES ASPHALT CONCRETE PATCH LIMITS SLOPE - APPLY GCS- SAND TO 5EAL THE __ SURFACE JOINTS. APPLYGCS- I TO EDGES OF REPAIR SECTION AND TO SURFACE OF CONCRETE. IF OVERLAYED. : C-OMPACTED EARTH •I HMA CL. 1/2'P6 b4 -2P, @ 1.5 TIMES DEPTH OF MSTING ASPHALT, 0.5' M.N. (COMPA(.TED DEPTH IN 2 EQUAL L/F TS) CSDC (COMPACTED DEPTH) ASP T CONCRETE SURFACING PATCH DETAIL NT5 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "D" #2.379 couni rY ENGINEER DA TE: PROJECT ENGINEER: UR/1 WN: CHECKED bY: r. 4. wE'oSiON. TYPICAL ROAD 5ECTION5 PET/01_5 SHEET 3 OF 60 45• ENL)" ) TYPICAI E' • -++ OF PAVEMENT - E," (.7' YELLOW .1PAEFIC I.XLINEATOP POST 'TIP. N. 4 -20' 1YE'ICAL 9 A 4 MEDIAN CURB DETAIL NT !I: LINCOLN r/E.1,.:)LAM) El 77400 • f.;AS' - 1,0 FT • WEST LEG + e)) FT .5' • SCUTH LEG -O FT TYP. M,X DLVP.. 51'A 104;0 TO 5TA 21+45 10" WIPE PuAL FACED CEMENT CONCRETE TRAFFIC CL.2E5 PER W5901 STE%. PLAN F10.12-02 CEMENT CDNCP.ETE SIDEWALK RAMP TYPE 471 XSEXPANSION JOINT (SEE ST[) PLAN F -3r3 10; SIDEWALK <7.! MAJOR STREET 211; MAX • • CEMENT CONCRErE SjOEWALK RADIUS POINT OF CURB RETURN 117 C.Z; r_ 17791er DEMENI CONCR*IE PEDES1RIAN CURB DETECTABLE WARNING PATTERN (SEE DF.TAII) PLAN VIEW SIDEWALK RAMP TYPE 4A LAYOUT TCP OP R 0,, DVJAY i • CEMENT CONCRETE CL/RB 6 GLIFFER SECTION (-) (SFF NOTE 4'; CEMENT CONC RIDEVVAiKHAW' N INt Ern 33°, --. I ANLYNC, :11• EXPAN.MON JI) 4l S[[ STC) PLAN E•371 IC; r ... • - '' ' 1 LANNY.; MINOR STREET if:, CURB, IJR CuRa AND UJTTER cumENT CONCR T. IP PEDESTRIAN C1JR6 (SEE STD PLAN E-10.12) 2' - C** - DE TECTAHLE: VJARNING PAI 11 RN ,SL llL 1 AII SECTION PI LISH CONC RAMP F7CJA(A,V,AY It P111..551 11 8 CUI r LB 011. NO11; 4' NOTES 1. This layout is used to provide access to a siriale crosswalk parallel to the major s(reet. The bid item "Cement Conc. Sidewalk Ramp Type 4Xl does not include the adjacent Curb (or Curb & Guner) the Sy.dewalk, or the Cement Conc. Ped- estrian Curb. 2. Ramp slopes shall not be steeper than 12H:IV. 3. Avoid placing drainage structures, jtinction boxes or other obstructions in Iron! of ramp access areas. 4. Curb a Gutter is shown, see the Contract Plans for the curb design specified. See Standard Plan F-10.1242 for curb details 5. See Std Plan1-30.11,1-(72 for sidewalk joint placement and details 6. The bottom of the ramp shall have a level area (not in excess of 2% in any direction). 4' v SECTION A RA NIP 0 , A ' Q) PLAN c 12 A 155 B C ir,6** 12 7141 MAX. 2 Z1** 112 3747 1 Ttl 5* THIS PATTERN AREA SIIALL ELEVATION BE YELLOW IN COLOR DETECTABLE WARNING PATTERN DETAIL VARIES 0 10 6' TOP OF ROADWAY DEPRESSED CURB 3 CUTTER ISFF NOTE 4) ISOMETRIC VIEW CURB TYPE 4A DETAIL (nts) F SAWCUT OR NEAREST JOINT REMOVE CU I2e) AND GUTTER A5 NECESSARY TO REPLACE FRAME AND GRATE REPLAZE FRAME AN GRATE REMOVE EXISTING GUTTER PAN ,99 5' CURB REPLACEMENT @ CATCH BASINS (nts) 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "D" #2379 PROJEC r ENGINEER: f.90:-' A r r9 -D;?1,9 (55 ORAWM CHECKED bY iMiloLFq" Rew.54omi PETAIL5 (2) SHEET 4 OF 60 7 999 W. WALNUT STREET 15' 24' • 2r0r! 24/17 mow 6 LEGEND FULL DEPTH PAVEMENT REMOVAL GRIND EXISTING PAVEMENT (0.10 DEPTH) ADJUSTMENT NOTES (E> ADJUST MANHOLE LID TO GRADE ADJUST VALVE BOX TO GRADE (E) ADJUST JUNCTION BOX TO GRADE ADJUST MONUMENT TO GRADE „too tttt. 6k060 6 52' REPLACEMENT NOTES e REMOVE EX. CB FRAME GRATE. INSTALL NEW FRAME E GRATE CONSTRUCTION NOTES #x# FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 b FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. IT SIDEWALK/ CURD/ RAMP MODIFICATION, SEE SHEET 9 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "D" #2379 PREPARED' UNDER THE DIRECTION OF: 0 7 7 foltiti-/ golit-tolto /74 ra: ...7/4/19 , '\ PROJECT ENGINEER: RANDY SQUARE -BRIGGS DRAWN: CHECKED BY: J. MATTHEWS R. LOCHMILLER t2EVISION1 W. WALNUT 5TREET 8.0P. TO 5TA. 10+00 SHEET 5 OF 60 QACivil 3D projects\R City of Yakima 2014 Overlay \Schedule D \scheduleD_DWG TO PDF.dwg, Walnut (1), 3/11/2014 11:48:32 AM tt. ii -5j W. WALNUT STREET 54' 12,400 • LEGEND FULL DEPTH PAVEMENT REMOVAL GRIND EXISTING PAVEMENT (0.10 DEPTH) ADJUSTMENT NOTES 16<x) i9vao REPLACEMENT NOTES ADJUST CATCH BASIN TO GRADE e REMOVE EX. CB FRAME t GRATE. eE t ADJUST MANHOLE LID TO GRADE INSTALL NEW FRAME GRATE et ADJUST THIRD PARTY UTILITY LID TO GRADE e ADJUST VALVE BOX TO GRADE St ADJUST METER BOX TO GRADE CONSTRUCTION NOTES eN lex#FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 b FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. IT SIDEWALK/ CURD/ RAMP MODIFICATION, SEE SHEET 9 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "D" #23 7 9 PREPARED' UNDER THE DIRECTION OF: 0 7 7 F.:1\167 k /34 ...7/4/19 , '\ PROJECT ENGINEER: RANDY SQUARE—BRIGGS DRAWN: CHECKED BY: J. MATTHEWS R. LOCHMILLER t2EVISION1 W. WALNUT 5TREET .5 TA . 10+00 TO 5TA. 20+00 SHEET 6 OF 60 Q: \Civil 3D projectsn City of Yakima 2014 Overlay \Schedule D \scheduleD_DWG TO PDF.dwg, Walnut (2), 3/11/2014 11:49:18 AM 0 0 0 0 501 LEGEND 7fr..400 z2+00 W. WALNUT STREET $ ADJUSTMENT NOTES REPLACEMENT NOTES GRIND EXISTING PAVEMENT (0.10 DEPTH) @ADJUST CATCH BASIN TO GRADE e REMOVE EX. CB FRAME GRATE. eE t ADJUST MANHOLE LID TO GRADE INSTALL NEW FRAME GRATE et ADJUST THIRD PARTY UTILITY LID TO GRADE e ADJUST VALVE BOX TO GRADE $ 240;4) 57 CONSTRUCTION NOTES 0 0 0 (r) #'x#FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 b FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. IT SIDEWALK/ CURD/ RAMP MODIFICATION, SEE SHEET 9 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "D" #2379 PREPARED' UNDER THE DIRECTION OF: 0 7 7 F.:- /74 ra: ...7/4/19 , '\ PROJECT ENGINEER: RANDY SQUARE -BRIGGS DRAWN: CHECKED BY: J. MATTHEWS R. LOCHMILLER t2EVISION1 W. WALNUT 5TREET .STA. 20+00 70 5 TA. 30+00 SHEET 7 OF 60 QACivil 3D projects\R City of Yakima 2014 Overlay \Schedule D \scheduleD_DWG TO PDF.dwg, Walnut (3), 3/11/2014 11:49:23 AM 4 er) W. WALNUT STREET • 55' LEGEND GRIND EXISTING PAVEMENT (0.10 DEPTH) ADJUSTMENT NOTES CONSTRUCTION NOTES @'ADJUST THIRD PARTY UTILITY LID TO GRADE €t ADJUST VALVE BOX TO GRADE e ADJUST MONUMENT TO GRADE lex#FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 b FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. IT SIDEWALK/ CURD/ RAMP MODIFICATION, SEE SHEET 9 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "D" #2379 PREPARED' UNDER THE DIRECTION OF: 0 7 7 F.:- 116/ *.\! k /34 ...7/4/19 , '\ PROJECT ENGINEER: RANDY SQUARE -BRIGGS DRAWN: CHECKED BY: J. MATTHEWS R. LOCHMILLER REVISION1 W. WALNUT 5TREET STA. 30+00 70 E.O.P. SHEET 8 OF 60 Q: \Civil 3D projectsn City of Yakima 2014 Overlay \Schedule D \scheduleD_DWG TO PDF.dwg, Walnut (4), 3/11/2014 11:49:28 AM 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "D" #2379 PROJEC I ENCIUVEI,E1 ILIAND Y OARE-BHiLiOS [JRA WN J. tt. r [HEWS CHECKED HY: H. QC:WILLER RE VISION: SIDEWALK, CURB AND RAMP NOTES W WALNUT SHEET 9 OF 60 C 213 2000,0200. C 0; 02, 20; 4 0224 02244-0,40:2 :24 ,4220-24044,0040. 4 20004 020 C2140. SIDEWALK, CURB & RAMP NOTES NOTE. THE FIRST , TO ,• . . .' . .. . ;...,,, . . . - .. ' . c •. c:.: . ' , •-" . • . c. - . . . . . .. NOTE- APPROX. QUANTITIES NECESSARY TO REMOVE AND CONSTRUCT SIDEWALK AND CURB . IMF'ROVEMENTS. VERIFY LOCATIONS WITH ENGINEER PRIOR 70 REMOVAL. ACTUAL ' ; QUANTITIES MAY VARY, PAYMENT WILL BE BASED ON FIELD MEASUREMENTS. NUMBER OF 'CODE DESIGNATION REFERS TO THE SHEET NUMBER OF THE CONTRACT. PLANS. THE SECOND NUMBER REFERS THE SIDEWALK/CURB NUMBER. ROAD STATION OFF. S.Y. LI. TON LI. L.F. LF. LF. S.Y. EACH EACH EACH EACH EACH EACH S.Y. S.Y. 5.6. Comments 5 -1 WALNUT 00+50 LT. 16.0 41 1 41 24 2 REPLACE DAMAGED CURB 5 .2 WALNUT 00+50 RT. 16.0 16 2 16 24 2 5 -3 WALNUT 01+00 fil.. 16.0 40 1 40 24 6.3 2 REPLACE DAMAGED CURB 5 -4 WALNUT 01+10 LT. 33.3 25 4 26 65 333 16 RAMP SIDEWALK DOWN ON BOTH STREETS (8.352 MAX) RAISED ISLAND BETWEEN RAMPS 5 -5 WALNUT 04+20 LT. 16.2 19 2 19 16.2 16 RAMP SIDEWALK DOWN ON BOTH STREETS (8.3% MAX), PROVIDE DOMES FOR BOTH CROSSINGS 5 -6 WALNUT 04+30 RT. 16.0 16 1 16 24 2 5 -7 WALNUT 05+00 LT. 8.0 16 1 16 24 2 5 -8 WALNUT 05+00 RT. 8.0 16 1 16 24 2 5 -9 WALNUT 05+50 LT. 130 130 REPLACE DAMAGED CURB 5 -10 WALNUT 06+60 RT. 24 3.0 24 REPLACE DAMAGED SIDEWALK 5 -11 WALNUT 08+00 RT. 12.0 12 12 12.0 16 REMOVE/REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTALL DETECTABLE WARNING SUREACE 5 -12 WALNUT 08+20 LT. 12.0 17.0 16 R ; VE/REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTALL DETECTABLE WARNING SURFACE 5 -13 WALNUT 09+10 LT. 12.0 12.0 16 REMOVE/REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTALL DETECTABLE WARNING SURFACE 5 -14 WALNUT 09+10 RT. 12.0 12.0 16 REMOVE/REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTALL DETECTABLE WARNING SURFACE 6 -15 WALNUT 10+65 LT. 14.2 2.0 14.2 REPLACE DAMAGED SIDEWALK 6 -16 WALNUT 12+20 LT. 16.8 17 2 17 42 8.8 16 RAMP SIDEWALK DOWN ON BOTH STREETS (8.3% MAX) RAISE() ISLAND BETWEEN RAMPS 6 -17 WALNUT 12+25 RT. 16.0 41 2 41 24 2 REPLACE DAMAGED CURB 6 -18 WALNUT 13+00 LT. 16.0 16 2 16 24 2 6 -19 WALNUT 13+05 RT. 35.0 16 2 35 24 2 REPLACE DAMAGED CURB 7 .20 WALNUT 20+25 LT. 19.3 17 2 17 12.0 7 -21 WALNUT 20+75 RT. 6.0 6.0 8 REMOVE/REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTALL DETECTABLE WARNING SURFACE 7 -22 WALNUT 21+()5 RT. 7.3 11 2 11 16 7 -23 WALNUT 24+-1.0 LT. 12.3 17 1 17 7.5 7 -24 WALNUT 24+20 RT. 13.5 21 2 21 7 -25 WALNUT 24+80 LT. 12.3 17 1 17 7.5 7 -26 WALNUT 24+65 RT. 13.5 21 2 21 1 7 -27 WALNUT 29+75 LT. 12.7 18 2 18 18 7 -28 WALNUT 29+65 RT, 12.7 24 2 24 18 1 REPLACE DAMAGED CURB 8 -29 WALNUT 30+25 LIT 12.0 12.0 16 REMOVE/REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTALL DETECTABLE WARNING SURFACE 8 -30 WALNUT 30+25 RT, 12.0 12.0 16 REMOVE/REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTALL DETECTABLE WARNING SURFACE 8 -31 WALNUT 33+40 LT. 12,0 12.0 16 REMOVE/REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTALL DETECTABLE WARNING SURFACE 8 -32 WALNUT 33+40 RT. 12.0 12.0 16 REMOVE/REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTALL DETECTABLE WARNING SURFACE Totals for this sheet 457.1 573 35 421 166 0 375 231.8 2 4 18 0 2 184 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "D" #2379 PROJEC I ENCIUVEI,E1 ILIAND Y OARE-BHiLiOS [JRA WN J. tt. r [HEWS CHECKED HY: H. QC:WILLER RE VISION: SIDEWALK, CURB AND RAMP NOTES W WALNUT SHEET 9 OF 60 C 213 2000,0200. C 0; 02, 20; 4 0224 02244-0,40:2 :24 ,4220-24044,0040. 4 20004 020 C2140. MINATE GAP IN DA •REMOVE TWO NO • USE SECTIONS FROM * RESET NOSE SECt•ib V• MLK BOULEVARD .7.1+f10 V L. REMOVE TREE AND ROOTS UNDER SIDEWALK 46' 7.00 LIj • ••••••••••••••• LEGEND FULL DEPTH PAVEMENT REMOVAL GRIND EXISTING PAVEMENT (0.10 DEPTH) ADJUSTMENT NOTES (DADJUST MANHOLE LID TO GRADE e ADJUST VALVE BOX TO GRADE ADJUST JUNCTION BOX TO GRADE C:t*ADJUST MONUMENT TO GRADE REPLACEMENT NOTES ()REMOVE EX. CB FRAME t GRATE. INSTALL NEW FRAME t GRATE CONSTRUCTION NOTES Wxtt. FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. fr SIDEWALK/ CURB/ RAMP MODIFICATION, SEE SHEET 13 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "D" #2379 PREPARED' UNDER THE DIRECTION OF: 0 7 7 F.:1167 /74 ra: ..7/4/19 / '\ PROJECT ENGINEER: RANDY 5OVARE-E3RIG65 DRAWN: CHECKER BY: J. MATTHEWS R. LOCHMILLER REVISION: MLK bOULEVARD TO 5 TA . 10+00 SHEET 10 OF 60 QACivil 3D projects\R City of Yakima 2014 Overlay \Schedule D \scheduleD_DWG TO PDF.dwg, 50' isOn MLK BOULEVARD GROUP 7 GROUP 2 50' i 7+ CIO • LEGEND FULL DEPTH PAVEMENT REMOVAL GRIND EXISTING PAVEMENT (0.10 DEPTH) ADJUSTMENT NOTES REPLACEMENT NOTES 50' e. ADJUST THIRD PARTY UTILITY LID TO GRADE (DREMOVE EX. CB FRAME t GRATE. 8 ADJUST VALVE OX TO GRADE INSTALL NEW FRAME t GRATE B I 9 • CONSTRUCTION NOTES lex#FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 b FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. IT SIDEWALK/ CURD/ RAMP MODIFICATION, SEE SHEET 13 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "D" #2379 PREPARED' UNDER THE DIRECTION OF: 0 Y N U*.\! /34 ...7/4/19 / '\ PROJECT ENGINEER: RANDY SQUARE -BRIGGS DRAWN: CHECKED BY: J. MATTHEWS R. LOCHMILLER REVISION1 MLK bOULEVARD .5 TA . 10+00 70 5TA. 20+00 SHEET 11 OF 60 QACivil 3D projects\R City of Yakima 2014 Overlay \Schedule D \scheduleD_DWG TO PDF.dwg, LEGEND FULL DEPTH PAVEMENT REMOVAL GRIND EXISTING PAVEMENT (0.10 DEPTH) 50' ?.2 *PO ADJUSTMENT NOTES MLK BOULEVARD all ° REPLACEMENT NOTES CONSTRUCTION NOTES ADJUST MANHOLE LID TO GRADE e REMOVE EX. CB FRAME GRATE. E ADJUST THIRD PARTY UTILITY LID TO GRADE INSTALL NEW FRAME GRATE e,ADJUST VALVE BOX TO GRADE lex#FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 b FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. IT SIDEWALK/ CURD/ RAMP MODIFICATION, SEE SHEET 13 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "D" #2379 PREPARED' UNDER THE DIRECTION OF: 0 7 7 F.,- 116/ /74 ra: ...7/4/19 , '\ PROJECT ENGINEER: RANDY SQUARE -BRIGGS DRAWN: CHECKED BY: J. MATTHEWS R. LOCHMILLER REVISION1 MLK bOULEVARO .STA. 20+00 70 E.O.P. SHEET 12 OF 60 14 11:55:00 AM Q: \Civil 3D projects\R City of Yakima 2014 Overlay \Schedule D \schedule 0_DWG TO PDF.dwg, 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "D" #23 79 PREPARED UNDER THE DIRECTION OF r ii);/(4;;.; 01;ALYN: 1 WI 11..(:1tt. 1i) tt 1 (1(:f 01.4i1 11' SIDEWALK, CURB & RAMP NOTES W. MLK BLVD. SHEET 13 OF 60 Q c;,,, 2014 Nra, Sch1-4 S DE A l< CURB & RAMP NOTES NOIE: 0,,,- ) Q. 0 :.-. , ,4. N: .'' l' WE 11651 01 "COUL 4,.., 0 ••': •,.7. S TO .. , REIM1:'• `'''‘ ,4'.' _.% %-: ,,, ) /•••• ' : , f A, nh., \-.:` v- •;:' f A.' 1 ••:.* NUMBER O . - ,-:;:, ,..,7 . ,.7.,•.-) , Q. 1. PI ANS. ..... , ( ' ./ NUMOE.R (11' 6, - , ,.. , .. . TO rrir .f. ...:.• , C. ' Noll: APPROX. 01JANIIIII S NI (1 TO REMOVE AND CONSTRUCT 5101:WALK AND CURB _.N ..s.- ...- . ..,.. ,IrorRovimENTS. 1/1 RIEY 1 OCA t IONS WITH EEL_ / \I. K/C01411 0 0 --): ,..,: '.,..; . NGINEER PRIOR 1 0 RMOVAACTUAL --,T -.-. 4,...-- .-. C.11JANT1111:5 MAY VARY, l'AYMEN1 WILL BE BASED ON FTELD MEASUREMENTS. . 1,,, q.- / NUMBER Ut SIGNATION 101 50) 11 THE CONTRACT THE SECOND REFERS slur. \ A NUMBER ROAD 51 A1ION or F. 5.Y. LI.. .10N 1 1 1. L.r. LS. S.Y. EACH EACH EACH EACH 1 AOl 1 EACH S.Y. S.Y. S.E. Comment,' 10 -1 W MLK 0+40 RT. 16.0 3C. 36 1 REMOVE. RAMPS AND 5I1)EWA1K, REPI ACE CURB, AND Et IMINATE CROSSING,' 10 -2 W M I. K 1+15 85 ! 10 •3 W MIK 3+75 LT. 10.0 16 1 1G 74 10 -4 WMIK 3+75 Rf. 10.0 16 1 16 24 2 10 .5 W MLK 4+50 LT. 18.0 16 1 16 24 2 10 -5 W MLK 4+50 RT. 12.0 1:1..0 16 REMOVE/REPOUR PERPENDICULAR RAMP PORTION ONI..Y AND INSTAIL DETEC.TABLE WARNING SURFACE 10 -7 W MLK 5+05 I.T. 24.2 140 10 24.2 REMOVE AND REPLACE DAMAGED CURB AND SIDEWAI K 10 -8 W MLK 7+75 LT. 18.0 16 1 16 24 7 ADJUST JUNCTION BOX WITHIN RAMP 10 -9 W MIK 7+75 RE. 12.0 12.016 • REMOVE/REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTALL DETECTABLE WARNING SURFACE 10 -10 W MLX 8+50 IT 18.0 16 1 16 24 2 10 -11 W MLK 8+50 RT. 18.0 16 1 16 24 2 11 -12 VV MLK 11+80 ET. 16.0 16 1 16 24 11 -13 W MLK 11+80 RT. 16.0 16 1 16 24 2 11 -11 W NILK 12+45 LT. 16.0 16 1 16 24 11 -15 W MLK 12+45 RT. 16.0 16 1 16 24 11 -16 W MLK 14+10 IT. 24.0 18 3.0 18 24 REPAIR DAMAGED SIDEWAI K AND ALLEY ENTRANCE 11 -17 W MIK 15+75 LT. 16.0 16 1 16 24 2 11 -18 17r M11< 1S -47S RT. 17.0 12.0 15 R . • ' EPOUR P1 RPENDICULAR RAMP PORTION ONLY AND INSTALL DETECTABLE. WARNING SURFACE:. 11 .19 W MI K 16-455 LT. 17,0 12.0 16 REMOVE/REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTALL DETECTABLE WARNING SURFACE 11 7.0 W MLK 16155 RT. 17.0 NEI 16 REMOVE/R1 POURPERPENDICULAR RAMP PORTION ONLY AND INSTALL DHECIA011.:. WARNING; SURFACE: 11 .11 W MLK 1905 L.T. 21.6 30 3 3021.0 . 11 -12 W MLK 19475 RT. 22.7 71 3 21 16.7 17 -23 W MLK 7.0+60 1.1, 22.7 30 3 3016.7 . 17 24 W MEK 20160 RT. 21.6 '30 3 3021.6 . 17 -25 W MI_K 73f70 LI. 27.6 30 3 30 21.6 11 -16 W MLK 23470 RT. 12.0 12.0 16 REMOVI/REPOUR Pt RITE.NDICIAAR RAM)' PORTION ONLY AND INSTALL DETECTABLE WARNING SURFACE Totals for this sheet 448.4 381 79 381 0 85 764 194.4 0 0 5 21 0 0 0 24 96 0 0 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "D" #23 79 PREPARED UNDER THE DIRECTION OF r ii);/(4;;.; 01;ALYN: 1 WI 11..(:1tt. 1i) tt 1 (1(:f 01.4i1 11' SIDEWALK, CURB & RAMP NOTES W. MLK BLVD. SHEET 13 OF 60 Q c;,,, 2014 Nra, Sch1-4 yt e REMOVE EX. CB FRAME GRATE. INSTALL NEW FRAME E GRATE lex#FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 b FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. GRIND EXISTING PAVEMENT (0.10 DEPTH) IT SIDEWALK/ CURD/ RAMP MODIFICATION, SEE SHEET 19 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "D" #2379 PREPARED' UNDER THE DIRECTION OF: 0 7 '7 F.:- 116/ *.\! k /34 ...7/4/19 , '\ PROJECT ENGINEER: RANDY SQUARE -BRIGGS DRAWN: CHECKED BY: J. MATTHEWS R. LOCHMILLER REVISION1 W. LINCOLN AVENUE TO 5TA. 10+00 SHEET 14 OF 60 Q: \Civil 3D projectsn City of Yakima 2014 Overlay \Schedule D \scheduleD_DWG TO PDF.dwg, Lincoln (1), 3/11/2014 12:01:22 PM g GRIND EXISTING PAVEMENT (0.10 DEPTH) ADJUST MANHOLE LID TO GRADE ADJUST VALVE BOX TO GRADE e ADJUST MONUMENT TO GRADE REPLACEMENT NOTES e REMOVE EX. CE' FRAME E GRATE. INSTALL NEW FRAME E GRATE #')cIV FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. IT SIDEWALK/ CURB/ RAMP MODIFICATION, SEE SHEET 19 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "D" #2379 PREPARED' UNDER THE DIRECTION OF: 0 7 '7 F.:- 116/ *.\! k /34 ...7/4/19 , '\ PROJECT ENGINEER: RANDY SQUARE—BRIGGS DRAWN: CHECKED BY: J. MATTHEWS R. LOCHMILLER t2EVISION1 W. LINCOLN AVENUE .5 TA . 10+00 TO 5TA. 20+00 SHEET 15 OF 60 Q: \Civil 3D projectsn City of Yakima 2014 Overlay \Schedule D \scheduleD_DWG TO PDF.dwg, Lincoln (2), 3/11/2014 12:02:08 PM A. 25+00 2' 45' LEGEND W. LINCOLN AVENUE EGON AVE. '45-tr.°0 41. 24.00 43' CN ;2' 43' 2 FULL DEPTH PAVEMENT REMOVAL GRIND EXISTING PAVEMENT (0.10 DEPTH) ADJUSTMENT NOTES @ADJUSTMANHOLE LID TO GRADE eADJUST VALVE BOX TO GRADE A CONSTRUCTION NOTES lex#FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 b FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. REPLACEMENT NOTES IT SIDEWALK/ CURD/ RAMP MODIFICATION, SEE SHEET 19 FOR DESCRIPTION 40 REMOVE EX. GB FRAME E GRATE. INSTALL NEW FRAME E GRATE 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "D" #2379 PREPARED' UNDER THE DIRECTION OF: (»'! 7 7 F.:- 116/ /34 7:. ../"/J9 , '\ PROJECT ENGINEER: RANDY SQUARE -BRIGGS DRAWN: CHECKED BY: J. MATTHEWS R. LOCHMILLER I2EVISIOM W. LINCOLN AVENUE .STA. 20+00 TO 5 TA. 30+00 SHEET 16 OF 60 Q: \Civil 3D projectsn City of Yakima 2014 Overlay \Schedule D \scheduleD_DWG TO PDF.dwg, Lincoln (3), 3/11/2014 12:02:13 PM 1 12' 50' 2 W. LINCOLN AVENUE • • t r2; 50' 0 0 4.0 1 12' 7 2' 50' GROUP 3 GROUP 7 LEGEND FULL DEPTH PAVEMENT REMOVAL GRIND EXISTING PAVEMENT (0.10 DEPTH) ADJUSTMENT NOTES ADJUST MANHOLE LID TO GRADE CONSTRUCTION NOTES lex#FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6. FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. IT SIDEWALK/ CURD/ RAMP MODIFICATION, SEE SHEET 19 E 20 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "D" #23 79 PREPARED' UNDER THE DIRECTION OF: 0 7 7 F.:1\167 /34 ra: ...7/4/19 / '\ PROJECT ENGINEER: RANDY SQUARE -BRIGGS DRAWN: CHECKED BY: J. MATTHEWS R. LOCHMILLER t2EVISION1 W. LINCOLN AVENUE .STA. 30+00 TO .STA. 40+00 SHEET 17 OF 60 Q: \Civil 3D projectsn City of Yakima 2014 Overlay \Schedule D \scheduleD_DWG TO PDF.dwg, Lincoln (4), 3/11/2014 12:02:18 PM 0 0 0 12' 12* Et 0) GROUP 5 GROUP 3 W. LINCOLN AVENUE 4 42 12' 47+00 LEGEND FULL DEPTH PAVEMENT REMOVAL GRIND EXISTING PAVEMENT (0.10 DEPTH) ADJUSTMENT NOTES 12' 50' 12' €) ADJUST MANHOLE LID TO GRADE ADJUST THIRD PARTY UTILITY LID TO GRADE ADJUST VALVE BOX TO GRADE • REPLACEMENT NOTES 0 REMOVE EX. CB FRAME t GRATE. INSTALL NEW FRAME GRATE 50' 4 0 0 1- 4- • II CONSTRUCTION NOTES lex#FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6. FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. Ft SIDEWALK/ CURD/ RAMP MODIFICATION, SEE SHEET 20 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "D" #2379 PREPARED' UNDER THE DIRECTION OF: 0 7 Y 6/ AI E /7.4 , '\ PROJECT ENGINEER: RANDY SQUARE -BRIGGS DRAWN: CHECKED BY: J. MATTHEWS R. LOCHMILLER t2EVISION1 W. LINCOLN AVENUE .STA. 40+00 TO E.O.P. SHEET 18 OF 60 Q: \Civil 3D projectsn City of Yakima 2014 Overlay \Schedule D \scheduleD_DWG TO PDF.dwg, Lincoln (5), 3/11/2014 12:02:23 PM SIDEWALK, CURB & RAMP NOTES NC/TE: THE FIRST : „, NUMBER , THE SHEET CONERACT . SECOND TO THE NUMBER, , , ...5.- ,.. ,...„, • , , . , c .._,..q q q , .c:, ',. ..,.• ,•- (_- ' .- ' . , . . , 4.... NOTE: APPROX. QUANTITIES NECESSARY TO REMOVE AND CONSTRUCT SIDEWALK AND CURB . . IMPROVEMENTS_ VERIFY LOCATIONS WITH ENGINEER PRIOR 70 REMOVAL. ACTUAL -,-..' QUANTITIES MAY VARY, PAYMENT WILL BE BASED ON FIELD MEASUREMENTS. 4, (.., OF "CODE DESIGNATION REFERS TO NUMBER OF THE PLANS. THE NUMBER REFERS SIDEWALK/CURB ROAD STATION OFF_ 5.Y. L.F. TON LE. L.F. L.F. L.F, S.Y. EACH EACH EACH EACH EACH EACH S.Y. 5.Y. S.F. Comments 14 -1 W LINCOI.N 7+25 RT. 8.0 8 1 8 12 14 -2 W LINCOLN 7+60 RI_ 11.4 8 1 8 12 3 4 14 -3 W LINCOLN 8+20 RT. 46.6 4 40.6 REPAIR DAMAGED SIDEWALK 14 -4 W LINCOLN 8+40 LT. 9_0 15 1 15 15 3.3 1 RAMP SIDEWAI.K ON LEWIS AVE. DOWN TO BOTTOM OF SINGLE DIRECTION RAMP (8.3% MAX) 14 -5 W LINCOLN 8+85 LT. 9,0 15 1 15 15 3.3 1 RAMP SIDEWALK ON LEWIS AVE. DOWN TO BOTTOM OF SINGLE DIRECTION RAMP (8.3% MAX) 15 -6 W LINCOLN 10+70 RT. 14.0 2 14.0 REPAIR DAMAGED SIDEWALK 15 -7 W LINCOLN 12+15 RT. 11.8 2 11.8 REPAIR DAMAGED SIDEWALK 15 -8 W LINCOLN 12+50 11.. 5.6 2 5,6 REPAIR DAMAGED SIDEWALK 15 -9 W LINCOLN 12+95 11. 0.0 15 1 15 15 3.3 1 RAMP SIDEWALK ON CLARK AVE. DOWN TO BOTTOM OF SINGLE DIRECTION RAMP (8.3% MAX) 15 10 W LINCOLN 13+00 RI. 6.4 14 1 7 17 15 -11 W LINCOLN 13+35 (J.9.0 . 15 15 15 3.3 . RAMP 510EWALK ON CLARK AVE. DOWN TO BOTTOM OF SINGLE- DIRECTION RAMP (8.3% MAX) 15 -12 W LINCOLN 13+35 01. 6.4 14 1 1 17 15 -13 W LINCOLN 16+65 RT. 16 16 REPAIR DAMAGED CURB 15 -14 W LINCOLN 17+15 RT. 23.9 7 2 1 219 REPAIR DAMAGED SIDEWALK AND CURB 15 -15 W LINCOLN 17+40 LT. 9.0 15 1 15 15 3.3 1 RAMP SIDEWALK ON aUSTER AVE. DOWN TO BOTTOM OF SINGLE DIRECTION RAMP (8.3% MAX) 15 -16 W LINCOLN 17+55 RT. 5.0 8 1 8 12 15 -17 W LINCOLN 17+95 LT. 0.0 15 1 15 15 13 1 RAMP SIDEWALK ON CLUSTER AVE. DOWN TO BOTTOM OF SINGLE DIRECTION RAMP (8.3% MAX) 15 -18 W LINCOLN 174-95 RT, 6_7 8 1 8 12 2.7 16 -19 W LINCOLN 22+25 LT, 6.7 15 1 15 11 16 -20 W LINCOLN 22+25 RT, 6.7 8 1 8 12 2.7 16-21 WLINCOLN 22+65 LT. 6.7 15 1 15 11 16 -22 W LINCOLN 22+65 RT. 6.7 15 1 15 11 16 -23 W LINCOLN 26+00 RT. 70 70 REPAIR DAMAGED CURB/INSTALL DUAL SIDED CENTERLINE TRAFFIC CURB 16 -24 W LINCOLN 26+80 LT. 9.0 15 1 15 15 3.3 1 RAMP SIDEWALK ON PIERCE AVE. DOWN TO BOTTOM OF SINGLE DIRECTION RAMP (8.3% MAX) 16 -25 WLINCOLN 27+20 LT. 6.7 15 1 15 11 16 -26 W LINCOLN 27+20 RT. 240 240 RECONSTRUCT ISLAND WITH TRAFFIC CURB, FILL WITH CSTC, ANI) CAP WITH 2" HMA 16 -27 W LINCOLN 28+00 LT. 100 180 REPLACE EXISTING C -CURB & CONC. BARRIER WITH 0041 r ACED CURReN 6, EACH LECr C -AL i'511.4109 6 -28 W LINCOLN 28+95 LT. 6.7 15 3 15 11 1 16 -29 W LINCOLN 29+95 LT. 21.6 26 1 26 24 14.6 7 REPLACE DAMAGED SIDEWALK 17 -30 W LINCOLN 28+95 RT. 16.0 16 1 16 24 2 17 -31 VI LINCOLN 29+95 RT. 16.0 29 1 29 24 2 REPALCE DAMAGED CURB Totals fur this sheet 302.6 752 34 398 240 180 326 149.4 0 0 0 11 7 7 0 0 0 0 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "D" #2379 JEGT FisiGiNErn AtaTY SULTAH1 E1FliGiTti OTIAWN: MA • ci-IFGKED BY: )(./ .t4 TER VIS101`1 41 J1'4 SIDEWALK, CURB & RAMP NOTES W. LINCOLN AVE. SHEET 19 OF 60 ,.(333 3:13 r33.3:3,3333R 33, ot 33, ma .)1:q ,333333.,3N,331t3, Xt e3, 33,333S d33,333 3,333 Sr, Nt, SIDEWALK, CURB & RAMP NOTES ,.:,_ ,-_,,, ,..,:. ... Q7 , ; c.,- .-.., • .7',•:* .:: ,....: 4- ,,,, Li+ L '•'. '•) 4.-3. ,,i,*‘7". ..(.57 C.) ' : Q c.•'`'. ,Q"''' ' ''' , -V .. .., .., --• 1L, --, Q • ,..,., ,-.) -:,•)* - "2 A 1/4 . , ( J 4 1 '.." . S - ..-'Z' ' , r'': '9. NA t,10 1( 1 IIL FIRST- NUfV1EiLli ..si'-' ' .,V.' ',•' `‘,7•" ‘.;•• ,.: \ *PC00EDEIONAIICA . S . C• • Q.,'. %s .z..) REFERS TO THE SHEET st- ,- ,- NUMBER OF THE CONTRACT 4,.) NOTE: APPROX. QUANTITIES NECESSARY TO REMOVE AND CONSTRUCT SIDEWALK AND CURB (--)e - t)" PLANS. THE SECOND . , ' . L IMPROVEMENTS. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. ACTUAL NUMBER REFERS TO THE 0 0 SIDEWALK/CURB NUMBE. Q.. L . !..' ' QUANTITIES MAY VARY, PAYMENT WILL BE BASED ON FIELD MEASUREMENTS. R. , -,-L ROAD STA:DON DEL S.Y. ..r. 'ION 0 F. 0. LE L.F. J. S.Y. [ACH EACH EACH EACH EACH EACH S.Y. 5.Y. S.F. Comments 17 -32 W LINCOLN 33+10 LT. 12.0 120 16 REMOVE/REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTALL DETECTABLE WARNING SURFACE 17 -33 W LINCOLN 34+00 . 120 12.0 16 0 ': REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTALL DETECTABLE WARNING SURFACE 17 -34 W LINCOLN 34+00 RT. 12.0 17.0 16 REMOVE/REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTALL DETECTABLE WARNING SURFACE 7 -35 W LINCOLN 34+30 RI 31 34 REPAIR DAMAGED CURB 17 -36 W LINCOLN 35+50 LT 310 20 3 20 31 REPAIR DAN1AGE0 CURB AND CONSTRUCT DIRVEWAY 17 -37 W LINCOLN 35+50 RT. 25 25 REPLACE DAMAGED CURB 17 -38 W LINCOLN 35+30 LT. 28.0 3 28.0 REPLACE DAMAGED SIDEWALK 17 -39 W LINCOLN • 36+75 RT. . . 12 12 REPLACE DAMAGED CURB 17 -40 W LINCOLN 4 37+20 LI. 16.0 42 1 42 24 2 RAISE CURB GRADE 17 -41 W LINCOLN 37+20 RT. 28.9 33 3 33 36 21 1 8 RAMP SIDEWALK ON BOTH STREETS TO BOTTOM or LANDING (8. °AMAX)TO CROSS 4TH. 17 -42 W LINCOLN 37+95 Lt_ 8,0 16 1 16 24 2 17 -43 W LINCOLN 37+95 RT. 8.0 28 1 28 24 2 REPLACE DAMAGED CURB 17 -44 W LINCOLN 3050 LT. 22.0 3 22.0 11010 ACE DAMAGED SIDEWALK 1/ -45 W LINCOLN 39+50 FFT 1 18 REPAIR DAMAGED CURB 18-46 W LINCOLN 40+15 LT. 20 20 REPAIR DAMAGED CURB 18-47 W LINCOLN 41+15 LT. 12.0 12.0 16 REMOVE/REPOUK PERPENDICULAR ILAMP POR HON ONLY AND INSTALL DETECTABLE WARNING SURFACE 18 AR W LINCOLN 41+15 RT. 12.0 62 62 170 16 REMOVE/REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTALL DETECTABLE WARNING SURFACE 18-49 W LINCOLN 41+95 LT. 12.0 12.0 16 REMOVE/REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTALL DETECTABLE WARNING SURFACE 1-50 W LINCOLN 41+95 RT. 12.0 12.0 16 REMOVE/REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTALL DETECTABLE WARNING SURFACE -51 W LINCOLN 44+65 RT L 12 REPLACE DAMAGED CURB 18-52 W LINCOLN 45+05 RT. 27.5 42 3 42 21.61 REPLACE DAMAGED CURB 18-53 W LINCOLN 45f95 LT. 27.6 30 3 30 21.6 . 18 -54 W LINCOLN 45+95 RT. 27.6 30 3 30 21.6 1 -55 W LINCOLN 49+10 LT. 12.5 11 2 11 16 5.2 18 -56 W LINCOLN 49+10 RT. 12.0 12M 16 REMOVE/REPOUR PERPENDICULAR RAMP P0111 ON ONLY AND INSTALL DETECTABLE WARNING SURFACE Totals for thus sheet ToTals 333.2 435 76 4.35 0 0 123 2310 0 1 3 0 1 0 0 33 130 0 0 635.8 1187 60 833 240 1110 450 385.4 0 1 3 17 8 136 0 (1 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "D" #2379 ER ••.° St')L+11 ?If' • i •?*j CC; S DRA M.471n, WS CHEC:KFn CHM4 I. ER SIDEWALK, CURB & RAMP NOTES W. LINCOLN AVE. SHEET 20 OF 60 JLL '4? ItUiI4fIflhITfI' 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "D" #2379 -711p.,731,,w GRIND EXISTING PAVEMENT (0.10 DEPTH) e# ADJUST THIRD PARTY UTILITY LID TO GRADE #')c#' FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. 8 ADJUST VALVE BOX TO GRADE n SIDEWALK/ CURB/ RAMP MODIFICATION, SEE SHEET 24 FOR DESCRIPTION 60UNrr PAITt ;:r////9 , '\ PROJECT ENGINEER: RANDY SQUARE -BRIGGS DRAWN: CHECKED BY: J. MATTHEWS R. LOCHMILLER t2EVISION1 W. 5TREET 8.0.P. TO 5TA. 20+00 SHEET 21 OF 60 Q: \Civil 3D projects\R City of Yakima 2014 Overlay \Schedule D \scheduleD_DWG TO PDF.dwg, 0_1, 3/11/2014 12:41:06 PM 0 0 0 0 t71 12' 50' 20' LEGEND FULL DEPTH PAVEMENT REMOVAL GRIND EXISTING PAVEMENT (0.10 DEPTH) 22000 27.00 ADJUSTMENT NOTES €)ADJUST MANHOLE LID TO GRADE ADJUST THIRD PARTY UTILITY LID TO GRADE e,ADJUST VALVE BOX TO GRADE ADJUST MONUMENT TO GRADE STREET 2 CONSTRUCTION NOTES 24400 2 WK#' FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH 5IZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "D" #23 7 9 60UNrr PAITt , '\ PROJECT ENGINEER: RANDY SQUARE -BRIGGS DRAWN: CHECKED BY: J. MATTHEWS R. LOCHMILLER t2EVISION1 W. 5TREET .STA. 20+00 70 5 TA. 30+00 SHEET 22 OF 60 QACivil 3D projects\R City of Yakima 2014 Overlay \Schedule D \scheduleD_DWG TO PDF.dwg, 0_2, 3/11/2014 12:49:38 PM A. 301-00 51,00 LEGEND FULL DEPTH PAVEMENT REMOVAL • GRIND EXISTING PAVEMENT (0.10 DEPTH) ************ 2 12' 'D' STREET 35+00 ADJUSTMENT NOTES REPLACEMENT NOTES ADJUST VALVE BOX TO GRADE e ADJUST MONUMENT TO GRADE C)REMOVE EX. CB FRAME t GRATE. INSTALL NEW FRAME GRATE 34+W CONSTRUCTION NOTES ege #'x#FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 b FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. IT SIDEWALK/ CURD/ RAMP MODIFICATION, SEE SHEET 24 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "D" #2379 60UNrr PAITt , '\ PROJECT ENGINEER: RANDY SQUARE -BRIGGS DRAWN: CHECKED BY: J. MATTHEWS R. LOCHMILLER t2EVISION1 W. 5TREET .STA. 30+00 TO E.O.P. SHEET 23 OF 60 QACivil 3D projects\R City of Yakima 2014 Overlay \Schedule D \scheduleD_DWG TO PDF.dwg, 0_3, 3/11/2014 12:49:42 PM 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "D" #2379 COUNTY ENGINEER DATE: .JLC 4,1;`,,0*,` 5'jyARE-13R,6*GS Of -0 WAJ: .t.•:!A I !HEWS C:f-fEs:WL-E' 6Y: LOC',!!/LER i'- 14 SIDEWALK, CURB & RAMP NOTES W. D STREET SHEET 24 0F60 SIDEWALK, CURB & RAMP NOTES NOTE: THE FIRST , cc., • 0 .. „. . „T, •,.:_, ' „., _ . — •:..:,„ NUMBER _ ' 4 , :I IN . ESNATC) DIG Tiff SHEET 4t. OF TILE %'• -7 . . .. : . • '..; . -. PLANS. THE L.7 . . , L. L. ' NOTE: APPROX. QUANTITIES NECESSARY TO REMOVE AND CONSTRUCT SICEWALK AND CURB . REFERS _&" '4, •,.?. IMPROVEMENTS. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. ACTUAL 0 .f ,-., ,-.. ,,(:,:.. L.,- ,-,.., , , . .'"' QUANTITIES MAY VARY, PAYMENT WILL BF BASED ON FIELD MEASUREMENTS • C-4' ' OF "CODE. REFERS TO NUMBER CONTRACT SECOND NUMBER .1C) THE SIDEWALK/CURB NUMBER. ROAD STATION OFF. S.Y. I..F. TON L.F. L.F. L.F. L.F. S.Y. EACH EACH EACH EACH EACH EACH S.Y. S.Y. 5.E. Comments 21 -1 W 13 ST 12+05 LT. 24.0 18 18 24 RECONSTRUCT DRIVEWAY 21 -2 W 0 ST 12+05 RT. 29 29 REPLACE DAMAGED CURB 21 3 'N 0 ST. 13+65 LT. 10.7 16 1 16 74 1.7 2 21 -4 W 0 51 13+65 81. 9.3 16 1 16 24 1.3 2 21 5 W 0 ST 14+40 LT. 8.0 16 1 16 24 1.3 21 -6 W 051 14+10 RT. 16.0 16 1 16 24 8 2 INSTALL NEW RAMP IN LANDSCAPE BUFFER 21 -7 W D 5T 15495 RT. 10 10 REPLACE DAMAGED CURB 21 -8 W 051 16+05 LT. 18 18 REPLACE DAMAGED CURB 21 -9 W 051 17+65 RT. 4.0 8 1 8 12 21 -10 W 0 ST 17+65 LT. 8.0 16 1 16 24 1.3 2 INSTALL NEW RAMP IN LANDSCAPE BUFFER 21 -11 W 051 18+25 I.T. 8.0 16 1 16 24 1.3 2 INSTALL NEW RAMP IN LANDSCAPE BUFFER 23 -12 W D Si 18+50 RI. 4.0 8 1 8 12 23 -13 W D ST 31+11) LT. 21 21 REPLACE DAMAGED CURB 23 -14 W 0 ST 34+85 LT. 27.6 30 3 30 21.6 23 -15 W D ST 34+85 RT. 6.0 6.0 8 REMOVE/REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTALL DETECTABLE WARNING SURFACE / — i Totals for this sheet 125.6 238 11 238 0 0 168 43.5 0 0 1 14 0 0 0 24 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "D" #2379 COUNTY ENGINEER DATE: .JLC 4,1;`,,0*,` 5'jyARE-13R,6*GS Of -0 WAJ: .t.•:!A I !HEWS C:f-fEs:WL-E' 6Y: LOC',!!/LER i'- 14 SIDEWALK, CURB & RAMP NOTES W. D STREET SHEET 24 0F60 2 20' 2.,Q0 PIERCE AVE. LEGEND FULL DEPTH PAVEMENT REMOVAL GRIND EXISTING PAVEMENT (0.10 DEPTH) ADJUSTMENT NOTES 0 ADJUST MANHOLE LID TO GRADE @ADJUST THIRD PARTY UTILITY LID TO GRADE ADJUST VALVE BOX TO GRADE REPLACEMENT NOTES ()REMOVE EX. CB FRAME GRATE. INSTALL NEW FRAME e GRATE CI TY TO TRENCH CONDUIT FOR FUTURE PEDESTRIAN SIGNAL CONSTRUCTION NOTES Wxf FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. Fir SIDEWALK/ CURB/ RAMP MODIFICATION, SEE SHEET 27 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "D" #2379 PREPARED' UNDER THE DIRECTION OF: 0 7 '7- F.:1\167 f34 .7/4/19 , '\ PROJECT ENGINEER: RANDY 5OVARE—E3RIG65 DRAWN: CHECKER BY: J. MATTHEWS R. LOCHMILLER REVISION: PIERCE AVENUE 13.0.12. TO 5 TA. 20+00 SHEET 25 OF 60 Q: \Civil 3D projects\R City of Yakima 2014 Overlay \Schedule D \scheduleD_DWG TO PDF.dwg, Rerce (1), 3/11/2014 12:58:16 PM GRIND EXISTING PAVEMENT (0.10 DEPTH) WK#' FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH 5IZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. n SIDEWALK/ CUR/ RAMP MODIFICATION, SEE SHEET 27 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "D" #2379 PREPARED' UNDER THE DIRECTION OF: 0 7 '7 F.:- 116/ *.\! k /34 ...7/4/19 , '\ PROJECT ENGINEER: RANDY SQUARE -BRIGGS DRAWN: CHECKED BY: J. MATTHEWS R. LOCHMILLER I2EVISIOM PIERCE AVENUE .STA. 20+00 TO E.O.P. SHEET 26 OF 60 Q: \Civil 3D projects\R City of Yakima 2014 Overlay \Schedule D \scheduleD_DWG TO PDF.dwg, Rerce (2), 3/11/2014 12:58:57 PM 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE D" #2379 COUNTY ENGINEER DATE: N(..;1(Vi •1 Cf: 1.rills.q SOl1/11;1...1/.1.14.;(;:- OflAWN &f.A. MI 5'S CH)• ;I< Hy. (.11 ?Mil 1/. 0 HI s SIDEWALK, CURB & RAMP NOTES PIERCE AVE. SHEET 27 OF 60 SIDEWALK, CURB & RAMP NOTES ,... ..-, - , q) „C...., S: -, ,, -,`' .„. NOTE:. 101 FIRST,,..., ,c) , ,-; (;) /.• ,'" ,,--.• ,.7 NUMBER 01. 'CODE ' .‘.... g q Q. "' :'. - .•=,. -,t• (.-; 1)1 SIGNAIION1.0.11-115 10 ' . '" Q.7.. Ifil: S1041 NUM 13111 01. ,,,,, -:'.• - ' .S. __ 1I11 CONTRACT HANS. ' . . . * s.% FILE SECOND NUMBER , 00 - NO11: APPROX. QUAN111.1ES NECESSARY TO RI. IVIOVE. ANI) CONSIROCT SIDEWALK AND C.UF113 REFERS 10 1111. , .. ' . ' S IMPROVEMENTS. VERIFY LOCATIONS vat H ENGINEER PRIOR TO urviovAL. ACTUAL SIDEWALK/CURT . , . %-- ,. , QUAN1IIIES MAY VARY, PAYMENT WILL BE BASED ON HELD MEASURE 11 NTS NUMBER. . ,• P,OAD STATION OFF. 5,Y. L.F. ION I I.F. L.F. I.F. I..E. S,Y, EACH EACH EACH EACH EAC.11 EACH S.Y. S.Y. 5.1, Comments 25 -1 PIERCE 1(1+25 11. 6.4 28 1 28 1/ 25 2 PIERCE 10+25 11T. 12.F) :30 2 30 .18 25 -3 PIERCE 11+60 LT. 30 30 REPLACE DAMAGED CURB 25 .4 PIERCE 1.3+00 LI. 12.3 26 1 26 6.3 25 -5 PIERCE 13+30 I.T. 16.2 19 2 19 16.2 16 RAMP SIDEWALK DOWN ON BOTH STREETS (3.3% MAX), PROVIDE DOMES FOR BOTH CROSSINGS 25 -6 PIERCE 13+30 RT, 27.6 30 3 3D 21.6 1 REPLACE DAMAGED SIDEWALK 25 -7 PIERCE 14+80 ET. 10.0 1 10.0 REPLACE DAMAGED SIDEWALK 25 -8 PIERCE 16+40 cr. 8.0 8 8 12 25 -9 PIERCE 16+75 LT. 8.0 8 1 8 12 25 -10 PIERCE 17+15 I.T. 10.3 1 10.3 REPLACE DAMAGED SIDEWALK 25 -11 PIERCE 18+15 I.T. 67 2 5 67.7 91- P1 ACF DAMAGED SIDEWALK 25 -12 PIERCE 19+55 RT. 19.9 2 8 12 11.9 25 -13 PIERCE 20+05 I.T. 8.0 8 1 8 12 25 -14 PIERCE 21+45 LT. 4,7 1 4.7 R.. ACE DAMAGED SIDEWALK . . • «_. • Totals tot -this sheet 210.6 195 27 195 0 0 83 148.2 1 0 2 4 0 1 0 0 16 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE D" #2379 COUNTY ENGINEER DATE: N(..;1(Vi •1 Cf: 1.rills.q SOl1/11;1...1/.1.14.;(;:- OflAWN &f.A. MI 5'S CH)• ;I< Hy. (.11 ?Mil 1/. 0 HI s SIDEWALK, CURB & RAMP NOTES PIERCE AVE. SHEET 27 OF 60 6400 '.1404.1 5TH AVENUE 3.c Q 4400 LEGEND FULL DEPTH PAVEMENT REMOVAL GRIND EXISTING PAVEMENT (0.10' DEPTH) ADJUSTMENT NOTES AI ADJUST CATCH BASIN TO GRADE et ADJUST MANHOLE LID TO GRADE Q ADJUST VALVE BOX TO GRADE REPLACEMENT NOTES REMOVE EX. CB FRAME HOOD t GRATE. INSTALL NEW FRAME t GRATE ONLY CONSTRUCTION NOTES #'x#' FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. IT SIDEWALK/ CURB/ RAMP MODIFICATION, SEE SHEET 29 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "D" #2379 PROJECT ENGINEER: RANDY SQUARE -BRIGGS DRAWN: CHECKED BY: J. MATTHEWS R. LOCHMILLER REVISION- 5TH AVENUE B.O.P. TO 5TA. 10+00 SHEET 28 OF 60 D\schedule D_DWG TO PDF Q:\Civil 3D projects\RR City of Yakima 2014 Overla 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE D" #2379 COUNTY ENGINEER DATE: PRO.,±707 ENCi:41.:. ER - ORA ,1 MA TiriFiLiiivis CHECKEE2 B ali' ER BEOSfON: SIDEWALK, CURB & RAMP NOTES 5TH AVE. SHEET 29 OF 60 SIDEWALK CURB & RAMP NOTES NOTE: THE FIRST TO .. , ' , - S- , . i i -i:.) ,iii; i Si L - ' • c..... -Li: :-. . .-.• i.., --1,-- ,i" kc. . - ..i ci NOTE: APPROX. QUANTITIES NECESSARY ro REMOVE AND CONSTRUCT SIDEWALK AND CURB IMPROVErVIENTS. VERIFY LOCATIONS WITH ENGINEER PRIOR 10 REMOVAL. ACTUAL QUANTITIES MAY VARY, PAYMENT WILL BE BASED ON FIELD MEASUREMENTS. NUMBER OF "CODE- DESIGNATION REFERS. TO THE SHEET NUMBER OF THE CONTRACT PLANS. THE SECOND NUMBER REFERS THE 5IDEVVALK/CURB, NUMBER. ROAD STATION OFF. 5.Y. L.F. TON L.F. L.F. L.F. L.F. 5.Y. EACH EACH EACH EACH EACH EACH S.Y. 5.Y. S.F. Comments 28 -1 5 FIFTH 1+20 LT. 30 30 REPLACE DAMAGED CURB 28 -2 5 FIFTH 2+70 LT. 70.0 2 20.0 REPLACE DAMAGED SIDEWALK 28 -3 5 FIFTH 4+45 LT. 22.0 17 1 17 16.0 1 REPLACE DAMAGED CURB 28 -1 5 FIFTH 4+45 RT. 60 6.0 • 8 REMOVE/REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTALL DETECTABLE WARNING SURFACE 28 .5 5 FIFTH 5+10 LT. 22.0 17 1 17 16.0 28 -6 5 FIFTH 5-4-10 RT. 22.0 17 1 17 16.0 28 .7 5 FIFTH 7+50 LT. 74 74 R P ACE DAMAGED CURB • , • •• Totals for this sheet 92.0 155 5 125 30 0 0 74.0 0 0 3 0 0 0 0 0 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE D" #2379 COUNTY ENGINEER DATE: PRO.,±707 ENCi:41.:. ER - ORA ,1 MA TiriFiLiiivis CHECKEE2 B ali' ER BEOSfON: SIDEWALK, CURB & RAMP NOTES 5TH AVE. SHEET 29 OF 60 0+00 12' • -.Y.., Wiyery,.....m 4TH AVENUE Lf 2' LEGEND ADJUSTMENT NOTES FULL DEPTH PAVEMENT REMOVAL @ ADJUST MANHOLE LID TO GRADE GRIND EXISTING PAVEMENT (0.10 DEPTH) CONSTRUCTION NOTES WK#' FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH 5IZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. n SIDEWALK/ CURD/ RAMP MODIFICATION, SEE SHEET 34 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "D" #2379 PREPARED' UNDER THE DIRECTION OF: (F.)117Y E /7.4 , '\ PROJECT ENGINEER: RANDY SQUARE -BRIGGS DRAWN: CHECKED BY: J. MATTHEWS R. LOCHMILLER t2EVISION1 4T1-1 AVENUE TO 5TA. 10+00 SHEET 30 OF 60 /2014 1:06:09 Pri Q:\CvI 3D projects\R6 City of Yakima 2014 Overlay \Schedule D \schedule 0_DWG TO PDF.dwg, 4th (1) 55' 1.2+0,1 4TH AVENUE 13400 1 LEGEND FULL DEPTH PAVEMENT REMOVAL GRIND EXISTING PAVEMENT (0.10 DEPTH) 17, 00 ADJUSTMENT NOTES e ADJUST VALVE BOX TO GRADE :9+00 CONSTRUCTION NOTES lex#FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 b FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. IT SIDEWALK/ CURD/ RAMP MODIFICATION, SEE SHEET 34 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "D" #2379 PREPARED' UNDER THE DIRECTION OF: 0 7 '7 I. \I /34 ra: ../"/J9 , '\ PROJECT ENGINEER: RANDY SQUARE -BRIGGS DRAWN: CHECKED BY: J. MATTHEWS R. LOCHMILLER REVISION1 4T1-1 AVENUE .5 TA . 10+00 TO 5TA. 20+00 SHEET 31 OF 60 QACivil 3D projects\R City of Yakima 2014 Overlay \Schedule D \scheduleD_DWG TO PDF.dwg, 4th ADJUST CATCH BASIN TO GRADE lex#FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM ADJUST VALVE OX TO GRADE PATCH SIZE 15 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. 8 B GRIND EXISTING PAVEMENT (0.10 DEPTH) IT SIDEWALK/ CURD/ RAMP MODIFICATION, SEE SHEET 34 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "D" #23 79 PREPARED' UNDER THE DIRECTION OF: 0 7 '7 F.:- 116/ *.\! k /34 ...7/4/19 , '\ PROJECT ENGINEER: RANDY SQUARE -BRIGGS DRAWN: CHECKED BY: J. MATTHEWS R. LOCHMILLER REVISION1 4TH AVENUE .STA. 20+00 TO 5TA. 35+00 SHEET 32 OF 60 /2014 1:06:55 PM QACivil 3D projects\R6 City of Yakima 2014 Overlay \Schedule D \scheduleD_DWG TO PDF.dwg, 4th 4TH AVENUE • 4 17' LEGEND FULL DEPTH PAVEMENT REMOVAL GRIND EXISTING PAVEMENT (0.10 DEPTH) 42 ADJUSTMENT NOTES e ADJUST VALVE BOX TO GRADE 4 MY: • r•-• 0-1 CONSTRUCTION NOTES 0 0 0 1- q-) lex#FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 b FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. IT SIDEWALK/ CURD/ RAMP MODIFICATION, SEE SHEET 34 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "D" #2379 PREPARED' UNDER THE DIRECTION OF: (F...)1\17Y E /7.4 / '\ PROJECT ENGINEER: RANDY SQUARE -BRIGGS DRAWN: CHECKED BY: J. MATTHEWS R. LOCHMILLER REVISION1 4T7-1 AVENUE .5 TA . 35+00 TO E.O.P. SHEET 33 OF 60 /2014 1:07:00 PM QACivil 3D projects\R0 City of Yakima 2014 Overlay \Schedule D \scheduleD_DWG TO PDF.dwg, 4th SIDEWALK, CURB & RAMP NOTES NOTE: THE FIRST NUER MB OF "CODE. DESIGNATION REFERS TO THE SHEET NUMBER OF THE CONTRACT PLANS. THE SECOND NUMBER REFERS TO THE SIDEWALK/CURB NUMBER. Q.., 0 \i- zt., .. 4- ... , .-- . • .:; .., -,,,N , ,:. -,.• ,-:. N- _ . „ , .. , ,--:, c( . : i" ,...." s:" (3 L., --z.i.' --?.-.‘ \-- L, ., Q." ,"'' • cf, . :... - — cc - - ' NOTE: APPROX. QUANTITIES NECESSARY TO REMOVE AND CONSTRUCT SICEWALK AND CURB - Q. IMPROVEMENTS. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. ACTUAL , ' ,.. .' QUANTITIES MAY VARY, PAYMENT WILL BE BASED ON FIELD MEASUREMENTS. ROAD STATION OFF. S ¥ 1 L.F. TON 1 L.F. F L L. F. L.F. SY EACH EACH E• CH EACH EACH CAC— 5.Y. 5.Y. S.F. Comments • 0 -1 5 FOURTH 6+10 LT. 12,0 12.0 16 30-2 5 FOURTH 8+90 I.T. 12,0 12.0 16 30 -3 OURTH 890 RT. 12.0 120 16 1-4 5 FOURTH 104-65 LT. 6.0 6.0 3 REMOVE/REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTALL DETECTABLE WARNING SURFACE 31-5 OURTH 10+65 RT. 6.0 6.0 8 REMOVE/RLPOUR PERPENDICULAR RAMP PORTION ONLY ANO INSTALL DETECTABLE WARNING SURFACE 1-6 5 OURTH 11+25 RT. 18.3 42 42 12.3 1 REPLACE DAMAGED CURB 31-7 5 FOURTH 11+35 LT. 8 8 REPLACE DAMAGED CURB 31.8 5 EOURTH 12+80 RT 80 80 REPI_ACE DAMAGED CURB 31 -. 5 FOURTH 1345 RT. 6.0 1 60 REPLACE DAMAGED CURB 31 -10 5 FOURTH 14+60 RT. 42.2 34 4 34 42,2 REPLACE DAMAGED CURB AND SIDEWALK -•11 5 FOURTH 15+45 11 80 24 1 24 24 2 REPLACE DAMAGED CURB 31-12 S FOURTH 15+45 RT. 10.7 78 28 74 2.7 2 REPLACE DAMAGED CURB 31-3 5 FOURTH 16+10 RT. 14,0 28 1 28 24 6 2 REPLACE DAMAGED CURB 31-14 5 FOURTH 16+10 IT 11 3 30 1 30 14 3..3 REPLACE DAMAGED CURB 31.1 5 FOURTH 17+25 LT. 202 202 REPLACE DAMAGED CURB 15 31_ 5 FOURTH 18+15 87 6 65 REPLACE DAMAGED CURB -17 5 FOURTH 18+75 IT s4 84 REPLACE DAMAGED CURB 31-8 5 FOURTH 19+65 LT. 95 95 REPLACE DAMAGED CURB 32 -19 5 FOURTH 32+15 RT 18 18 REPLACE DAMAGED 0689 3? 20 5 FOURTH 32+90 RT. 47 47 REPLACE DAMAGED CURB 32 -21 Sf URTH 3490 LT. 16.0 15 1 16 24 32 -22 5 FOURTH 34+90 RT. 150 16 1 16 24 7 33 23 SFOURTH 35+50 LT. 16.0 16 1 16 24 2 33-24 5 FOURTH 35+55 LT_ 16.0 16 1 16 24 33 -2 OURTH 44+25 RT 15 15 REPLACE DAMAGED CURB Totals for this sheet 277.5 864 4 864 192 1205 3 1 30 0 0 0 0 64 0 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "0" #2379 COUNTY ENGINEER DATE: r PROJE C T ENO', TITER P4 N.T.ior. SOTO FTT IG CT 5' ,1 T TEE 'T`SS C; HECK SY: R OCHMI FR RE t`TETT SIDEWALK, CURB & RAMP NOTES 4TH AVE. SHEET 34 OF 60 • It 201- 12' 58' 2 3RD AVENUE St ,111111111111111111111111111111FIE-::FRIBr.... 12' 1 66' LEGEND FULL DEPTH PAVEMENT REMOVAL GRIND EXISTING PAVEMENT (0.10 DEPTH) ADJUSTMENT NOTES ADJUST CATCH BASIN TO GRADE (ADJUST MANHOLE LID TO GRADE e ADJUST THIRD PARTY UTILITY LID TO GRADE ()ADJUST VALVE BOX TO GRADE ADJUST MONUMENT TO GRADE REPLACEMENT NOTES (D REMOVE EX. C. INSTALL NEW TYPE I CB IN CURB LINE. CONNECT EXISTING PIPES. CONSTRUCTION NOTES lex#FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 b FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. IT SIDEWALK/ CURD/ RAMP MODIFICATION, SEE SHEET 35 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "D" #2379 PREPARED' UNDER THE DIRECTION OF: 0 7 '7 F. U*. /74 ra: ...7////19 , '\ PROJECT ENGINEER: RANDY SQUARE -BRIGGS DRAWN: CHECKED BY: J. MATTHEWS R. LOCHMILLER REVISION1 .5)20 AVENUE TO 5TA. 10+00 SHEET 35 OF 60 /2014 1:16:48 PM Q:\C:v:I 3D projects\R6 City of Yakima 2014 Overlay \Schedule D \schedule 0_DWG TO PDF.dwg, 3rd 0 0 4 0 3RD AVENUE 14+00 I 2 LEGEND FULL DEPTH PAVEMENT REMOVAL GRIND EXISTING PAVEMENT (0.10 DEPTH) ADJUSTMENT NOTES €) ADJUST THIRD PARTY UTILITY LID TO GRADE 8 ADJUST VALVE BOX TO GRADE • „. CONSTRUCTION NOTES 0 lex#FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6. FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. IT SIDEWALK/ CURD/ RAMP MODIFICATION, SEE SHEET 35 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "D" #2379 PREPARED' UNDER THE DIRECTION OF: 0 7 Y E /7.4 / '\ PROJECT ENGINEER: RANDY SQUARE—BRIGGS DRAWN: CHECKED BY: J. MATTHEWS R. LOCHMILLER t2EVISION1 3RD AVENUE .5 TA . 10+00 70 5TA. 20+00 SHEET 36 OF 60 /2014 1:17:29 PM QACivil 3D projects\R0 City of Yakima 2014 Overlay \Schedule D \scheduleD_DWG TO PDF.dwg, 3rd (2), 0 0 61 - 3RD AVENUE 2 4 * 0 0 cy 5 ' 27+00 25165 CO Vr LEGEND FULL DEPTH PAVEMENT REMOVAL GRIND EXISTING PAVEMENT (0.10 DEPTH) ADJUSTMENT NOTES C> ADJUST THIRD PARTY UTILITY LID TO GRADE 8 ADJUST VALVE BOX TO GRADE CONSTRUCTION NOTES lex#FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 b FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. IT SIDEWALK/ CURD/ RAMP MODIFICATION, SEE SHEET 38 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "D" #2379 PREPARED' UNDER THE DIRECTION OF: 0 7 '7- F.:- f(--/ /34 ra: ...7/4/19 , '\ PROJECT ENGINEER: RANDY SQUARE -BRIGGS DRAWN: CHECKED BY: J. MATTHEWS R. LOCHMILLER REVISION1 .5)20 AVENUE *STA. 20+00 70 E.O.P. SHEET 37 OF 60 /2014 1:17:39 PM QACivil 3D projects\R0 City of Yakima 2014 Overlay \Schedule D \scheduleD_DWG TO PDF.dwg, 3rd (3 NOTE: THE FIRST NUMBER OF "CODE DESIGNATION REFERS TO THE SHEET NUMBER OF THE CONTRACT PLANS. THE SECOND NUMBER REFERS TO THE 5I0EWALK/CURE1 NUMBER. ROAD 35 -1 5 THIRD 35 -2 5 THIRD 35 -3 5 THIRD 35 -4 5 THIRD 35 -5 5 THIRD 35 -6 5 THIRD 35 -7 S THIRD 36 -8 5 THIRD 36 -9 S THIRD 36 -10 5 THIRD 36 -11 ST1IRD 36 -12 S THIRD 36 -13 5 THIRD 36 -14 STHIRIIJ 37 -15 5 THIRD 37 -16 5 THIRD 37 -17 5 THIRD 37 -18 5 THIRD STATION 1+20 2+65 4+50 4+50 5+10 5+10 5+95 11+60 13+05 14+25 14+25 14+90 14+90 16+25 21+10 22+00 25+15 27+35 SIDEWALK, CURB & RAMP NOTES OFF. S.Y. RT LT. LT. 4.0 RT. 4.0 LT. 8.0 RT. 10.0 LT. LT. LT. 8.0 RT. 8.0 • LT. 9.3 RT. 8.0 RT. 66.7 RT. RT. LT RT Totals for this sheet 126.0 L.F. TON L.F. L.F. 25 37 28 16 25 37 28 34 34 18 18 25 25 16 3 16 16 28 1 26 28 1 28 5 20 20 30 50 30 256 256 643 13 643 L.F. L.F. 12 12 24 24 24 24 24 24 5.Y. EACH EACH EACH EACH EACH EACH SA. S.Y. 5,5. 2 1.3 • 2 65.7 • 0 168 70.0 14 0 • NOTE: APPROX. QUANTITIES NECESSARY TO REMOVE AND CONSTRUCT SIDEWALK AND CURB IMPROVEMENTS. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. ACTUAL QUANTITIES MAY VARY, PAYMENT WILL BE BASED ON HELD MEASUREMEN1S, REPLACE DAMAGED CURB REPLACE DAMAGE -0 CURB REPLACE DAMAGED CURB REPLACE DAMAGED CURB REPLACE DAMAGED CURB REPLACE DAMAGED CURB REPLACE DAMAGED CURB REPLACE DAMAGED SIDEWALK REPLACE DAMAGED CURB REPLACE DAMAGED CURB REPLACE MISSING CURB REPLACE DAMAGED CURB Comments 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "0" #2379 COUNTY ENGINEER DATE: F'RO.'ECT rNCINFEA RAW)** 5004 R TUG Zi.TS DJ.SVQ BY. T S CHI-CKED 9 /I. CICHM/!.1. ER RL VIS;ON: SIDEWALK, CURB AND RAMP NOTES 3RD AVE. SHEET 38 OF 60 W 1/1.:linu1 31- \ % ROAD • WORK AHEAD / W20- 77' \ /ROAD WORK ) AHEAD e. W20 -I END -I-1 ROADIAIORK ji ..P. • I G20-2 CF.OrNEN -044'ENT OTORGVa VSE EXTREME CAUTITN 21-170 W:3-2001 k, t I 00' ROAD WORK \ AHEAD I/ W20- .t100' . : 1 f ROAD (/ WORK \_/ W20 - WALNUT STREET // ROAD \ WORK AHEAD ,47 \ W20- I t 00' 3100' ROAD WORK AHEAD W20.- i t/'••„ ROAD \ WORK 1 AHEAD W20 - /10 ' ±100. 1 JO - ROAD WORK / AHEA/D/// W20- */ //1 -- ROAD WORK /11, W20- ."1/73I.T./.././...../.T./... USE EXTP.b.W.T../. CXSEILL' ;;;" kifr • 'LLik W21-170 e) -.00t 1100' /ROAD WORK "\\ AHEAD • W20-1 RDA* 'WORK 7 N.RAD W20- I 200* END ROAD WORK :1 520-2 1200 TS GROOVED P4VEME',f ROAD WORK AHEAD MLK BOULEVARD -I ROAD \ WORK AHEAD ' RO WORK AH- D W20- orj7GRCYLLE \ USE EXTRELI CAUTID W20 - W2 I - I 701 END ROADWORK G20-2 I roc' ICTOKDCLE •SE CA./TIC. GRDOVED 21-1701 1/00' IN A ; 7-- 4., ROAD WORK \ AHEAD W20- 1 / ROAD WORK AHEAD W20-1 4f ROAD ** WORK AHEAD W20- I 1100' /ROAD WORK AHEAD W20- 1100' ROAD WORK AHEAD ' ROAD WORK A4EAD.71/7 ' • W20-1 1100' , 4 ROAD 1-- ,/- WORK .. I VV20 - i -I ---- t100` ROAD 111'' *SO RK A1-EA0 W20- 1 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "D" #2379 ei7113 LAI)I-E e /..);:e[E. c 7 IC1,1 0 RI ‘1" 5 INF:F-1 ? i////: /-.//,//C.k*//.1.)E r: 9 P. L OCHMil-k-IEK16 • • WALNUT 5 TPEET e MLK bouLEvAeo GENERAL TRAFFIC CONTROL PLAN SHEET 39 OF 60 .."1/ END ROAD WORK 020-2 22 0 (5, ROAD •-•••,k. OR K •)). A HEAD W20 - 200 110 2200 — (•,•(> AV, LINCOLN AVENUE /ROAD W OR K ,••;;• \•,..„. if, AD/ W20-1 2100' ,.eR,,OuARDK AHEAD /,/ 1100' 1::!! ROAD VdORK W20•- 1 2100' 1 '• ROAD ( WORK MEAD W20-- 2 100' !!) ROAD. •*-r. WORK A'iEAD 1'• W20- 100' r , , \\ ,..-, ..., 7 ROAD ,.....:. .... '''N , (.,., WORK '...., (,,:* '645i' 00';[‘,.,• •''', (,`10. Tr.AGY;..4,, \ po i LAD /,'' ^.:, PP LE'VN1 .,USE E 2 ifiEkil .!!!!' \\ '',k!! , ,,,,,C.,.‘A U T i 0,..1.,..:!! c .., W20- I Wt:22001 W21-1701 i MCA., '"). r • ' . • -....... ..._ .._ _,....--- 4YORK \ AHEAD/ W20- I 1100' \,/" ":„ ROA': WORK ) \\AliEkoD W20- I /ROAD \ 'WORK \ AHEAD/ W20- 2100' 1 f r.> ..;" ROAD ,. WORK AHEAD / W20-1 /' \ /ROAD WORK ARFAD W20- _A. ROAD WORK \.,A1-1EAD/I VV20-1 2100' ./• ROAD WORK W20-1 • !!cl 1/41.1 ROAD • 'WORK •*;) NAHEA0/./ W 1 2100' JL F2DAD e WORK • \AHEAD/ W20-1 ROAD '+.1„ WORK \AHEAD/ W20-1 ROAD \ WORK •\.,,,AHEAX W20-1 /ROAD \ WORK ••',) \\•,k,‘A.F1EAD W20- 1 1 ROAD WORK ,;•::**. \AHEAD W20-1 E!!S1/4, 2 100' W21-170 1 We):2001" 2200' 1100' 2200' ROAD 'k.. wORK W20- I 2200' END ROAD WORK G20-2 14 EA j!! ROAD r WORK W20-1 00' / ROAD WORK AKFAD : 7.; W20 -- N T 5 NTS 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "D" #23 79 • 1..)ik)E- T 1(1)1Q (4_ (7 1\1E: r*: LINCOLN AVENUE GENERAL TRAFFIC CONTROL PLAN SHEET 40 OF 60 / ROAD /ROAD \ ,,./ ROAD \ \ WORK \ri\ VVORK :;),) r.WORK N AHEAD,/ \AHEAD W20- W20 -I W20- 11 END '(,R,OAD WORK / 1 G20-2 / -A X.vE72, Avu,4E):7 W5-200 'DTURTVCLE) USE EKIREMP CCTIOy7 W2I-1701 OI t C 0' ROAD 1WORK ,)) \AHEAD/ W20- I [001 ROAD ArORK \ AHEAD W20-1 0' 'DSTREET „/ ROAD cs WORK \ AHEAD W `1„1) 1100' f 4') W20-1 I 1 0 ' 1 00' ''▪ ),. „:87)).1,..., 4,.„. ).....,„, ..") .. .).'''. R0e),0 ',.... i, Vi0FON ..,, ...,. W*ORK ,..: ,„),Ivc.:'));));;, NA: -„AD ' \''. AIi,--AD ,),'''.. / TTE EVTR..q.,... ,,,,• ,, .:AJT (;:! W20 -I l W20- \)„ ROAD ROAD '\ ROAD -\., Ihro 2 roRK / WORK \ / AHEAD • AHEAD //' \\--,\ AHEA// D ''' - "4 W20- - W20-1 :100 t100' W2I- -2001 ROAD ),.. „„. WORK AHEAD W20 - t 100 END ROAD WORK 1. G.. 20-2 )/ ROAD WORK 20-1 W20- I NT 5 ROA WORK AHEA )), W20 -I o' W20 - PIERCE AVENUE ROAD WORK AHEAD W20- W20 - CMCC YEE. PAVEMENT USE EXI REUE CA'JTiC`u W21 -1701 -2001 0 11 0 . WORK AHEAD/ if END 20-1 11 ROAD WORK G20-2 ROAD WORK AHEAD W20- 1 a r-1.6 ROAD WORK AHEAD W20- W20- I 00' 1100' /c'N / ROAD WORK „.> AHEAD „„).,7 W20-1 ROAD WORK ) AHEAD W20- 1 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "0" #2379 r). E A .«-,?E E) Elk.? 101\1 OF': '1: 4'' 2) f ) 8' 88'75 E r.7. 7 8: '877) 8 NE 8 88 77 )7; 7; !...) -bre')1:565 77))7 -.' 48 C188. -8;k181.9 E8Y: . .+8.8 )78 )).7.- 8'. W. V 5 TREET E PIERCE AVENUE GENERAL TRAFFIC CONTROL PLAN SHEET 41 OF 60 5TH AVENUE EXTREME,/ CA1i 1 ION • W2 1- 70 1 r C2r:71 21 0 11027 W21-1701 :,- .... .-, /''''ROAX' 1'74 ,,''''':, END •i ROAD WORK1; 1:i ROAD '...,. WORK „r,.., ,. WORK 620-2 %,„Al-tE7 01 \AHEAD 't.... / W20-1 W20-1 ir! END ':11 11 ROAD WORK !!!!!!•,., (/(ROAD! WORK ) ..„1/ ' W20 - y 610-1 0, ROAD C.,c- WORK '; AHEAD /) 4/ •\\,, W20-1 !I END ROAD WORK 620-2 ROAD % WORK \ AHEAD W20- _ ,/ ROAD \‘•:!!:, (../ WORK s..1 !kr, •!,' \ AHEAD ‘%.t0 W20 - l• • 4TH AVENUE \ ROAD "% WORK AHEAD r W20- 1 R,, OAD N'ORK \ AHEAD ,/7 7.2 W20 - ROAD WORK ) AHEAD/,'•••/ W20- „,''' ROAD WORK \./ W20-1 W21-1701 06 5-2001 11001 27 711000 I I o00 o' ROAD \ ••< WORK ) • hj.lEAD W20 - ROAD" „t't ROAD ..( WORK ••'') \/ WORK W20 -1 tf•\ ..., ROAD C WORK W20- \.. ROAD e WORK \AHEAD W20- I ROAD ‘•\ WORK AHEAD / \.! W20 - Roc WORK AHEAD • W20 - / ROAD WORK ';',) AHEAD W20 - END U ROAD WORK !!ji 620-2 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "D” #2379 k...)LE.E) [ T (:)/...1 N 7- P A 11:: 7 .1;0 if <I. Tf Fg!: 7. I'. kV *!. 1 A g 1. r5k: (776, '777 Cf. (.4:E. T., 01'.. MA 7 7 1! 227, 17..'r V'12701,4 • 1 5 TH AVENUE 4TH AVENUE GENERAL TRAFFIC CONTROL PLAN SHEET 42 OF 60 3RD AVENUE 4,r A., W20— 1 I 100' 2100' A ve tr. TORCNC...b SEEXTREhiE CAUTICM ROAD WORK ss, AHEAD W20-1 W21-1701 ROAO WORK AHEAD W20—I W20-1 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "D" #2379 (:) A I.:21E [...)F-2 T 1:7 E 6 T ON* [)A PROJECTMS. ;NE: A--.? A NE:M." Q: -E bRiSGi 4E.E2A WEE C-14EECKEE44 E Y: MA VP- Wf,- OL"Mit LER :11* - 3P0 AVENUE GENERAL TRAFFIC CONTROL PLAN SHEET 43 OF 60 0.00 W. WALNUT STREET F. OF CURE, ACE OF CORD ....... ..... • " " " " • • • • • • • • • • • • " " " " FACE OF CiJRE) r- FACE OF CURD C1--/ANNELIZATION NOTES PAINTED LANE L. 1NE ANTED CENTER LINE WITH NO PASS LINE c PAINTED DOUDLE CENTER LINE (4) PAINTED WIDE LINE - (ED PLASTIC 5TOP LINE PLA5TIC TRAFF IC ARROW PAINTED ED6E LINE PLASTIC TRAFFIC LETTER PLASTIC WIDE LINE - 12" ci; .. sammona4l leki NG NO TE.5 E TALL SIGN IN ROADWAY 40 0 40 80 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "D" #2379 • :** ;;;'• •*:•-'•" 3;..• PAVEMENT MARKING W. WALNUT STREET B.O.P. To .STA. 15+00 SHEET 44 OF 60 W. WALNUT STREET vi 12. [FACE OF CURB CHANINELIZATION J0 7E5 PAINTED LANE LINE C2) PAINTED CENTER LINE WITH NO PA55 LINE 0 PAINTED DOUBLE CENTER LINJE (et) PAINTED WIDE LINE 0 PLASTIC RAILROAD CROSSING SYMBOL e PLASTIC STOP LINE ® PLASTIC TRAFFIC ARROW 0 PLASTIC WIDE LINE — 12" 5/GNIING NOTES ELOCATE SIGN TO PACK OF WALK 40 0 40 60 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "D" #2379 ijr\IL)FiP_ pf t3,7?fl.; {55 CHE-a• ,/.4 R. LCML:EQ PAVEMENT MARKING W. WALNUT 5TPEET 5 TA. 15+00 TO 5TA. 30+00 SHEET 45 OF 60 7- CHANNEL IZAT.10 0 I' PAIN1TE.D LANE LINE (2) PAINTED CENTER LINJE WITH ND PA55 LINE (:3) PAINTED DOLJeJLE CENTER LINE. (4) PAINTED WIDE. LINE PLASTIC RAILROAD CROSSING SYMBOL (b) PLASTIC STOP LINE 0 PLASTIC CROSSWALK LINE PLASTIC TRAFFIC ARROW () PLASTIC WIPE LINE - 12" W. WALNUT STREET •ACE OF CURIS 1ST STREET. 34.00 40 40 80 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "D" #23 79 i: Li 1 72 1- Li.: coo or: i* • ,;•.../ PAVEMENT MARKING W. WALNUT 5TREET 5TA. 30+00 TO E.O.P. SHEET 46 OF 60 / / 0 0400/ t EXISTING WAI5ED —I5LANP (74 W. MLK BOULEVARD NEW MEPIAN CUr7D -PAINT CURD YELLOW -IN5TALL 36" PELIINFATOR POSTS (YELLOW) EVERY 20 FT (TYP.), 5EF PETAIL5 2.1 FACE OF CURB FACE OF CURB 400 4400 FACE OF CURB I 1100 13,100 FACE OF CURB CHANNEL1ZATION NOTES 0 PAINTED LANE LINE 0 PAINTED DOUBLE CENTER LINE ® PAINTED WIDE LINE e PLASTIC STOP LINE ® PLASTIC TRAFFIC ARROW (03 PAINTED EDGE LINE 0 PLASTIC BICYCLE LANE SYMBOL O PAINT EXISTING CURB YELLOW 0 PLASTIC WIDE LINE - 12" 40 0 40 80 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "D" #2379 I: E U 1:3 11E' CTi0t OF:; (-. °LINTY ENE; E 12, P[ujE:/:»• / EC?: i./.',;H)( 55U/APF-- t5R :1665 WH: :AA 'r rj-i•EW1.-• C/. r_c/C.t PAVEMENT MARKING W. MLK BOULEVAPP B.D.P. TO .STA. 15+00 SHEET 47 OF 60 W. MLK BOULEVARD - FACE OF COP+) FACE OF CURB 16,00 9.00 ZA 0 0 Fc) FAINTED LANE LINE PAINTED WIPE LINE LASTIG STOP LINE PLASTIC TRAFFIC ARROW PAINTED EDGE LINE ASTIG DICYCLE LANE SYMBOL PLASTIC WIDE LINE - 12" 24.00 24.50 40 40 80 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE 7)D" #23 79 :••• ••^-. ; • ?•.;•.•' U.' 41, i F PAVEMENT MARKING MLK bOULEVARC) STA. 154-00 TO E.O.P. SHEET 48 OF 60 LU 0.00 W. LINCOLN AVE. -.FACE: or • .?1. FACE OF CURD 3. 00 11.00 FACE OF CURD 12.00 13.00 ACE OF CURD C....1ANNEL.IZAT1ON NOTES PAINTED LANE LINE AINTEP POLZLE CENTER LINE PAINTED WIPE LINE PLASTIC TRAFFIC ARROW 4.00 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "D" #23 79 T L 5. 5. 554 r.55'. 5.557;5 5..• .5 A • „7 0%747. "7 7 77,7 ri77,0. PAVEMENT MARKING kV. LINCOLN AVENUE B.D.P. TO 5TA. 10+00 SHEET 49 OF 60 W. LINCOLN AVE. C:) 21+00 22+00 Lu z o o f\*TI:11 Lu rx o ACE OF CURD FACE OF CURB 27+ 28+00 29+00 NEW MEDIAN CURB -PAINT CURD YELLOW -INSTALL 3(7' PELIINEATOR POSTS (YELLOW) EVERY 20 FT (TYP.), SEE DETAILS CHANNELIZATION NOTE5 0 PAINTED LANE LINE ® PAINTED POUDLE CENTER LINE ® PAINTED WIDE LINE (6) PLASTIC TRAFFIC ARROW 0 PLASTIC TRAFFIC LETTER u NEW RAISED ISLAND -PAINT CURE3 YELLOW 5IGN/N6 NOTES REINSTALL_ SIGN IN ISLAND 40 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "D" 2379 PA k?,::1), II11E-: 01\S OF \ A -1:-.14 L •:.?"-5 (HEC) EY 3 tuf A I 2.LOCHJ:i\t-U-2 _17 PAVEMENT MAPI6NG W. LINCOLN AVENUE .STA. 15+00 TO .STA. 30+00 SHEET 50 OF 60 -r+ 4 32,00 W. LINCOLN AVE. 7 FACE OF C 0 • FACE OF CUkd FACE OF CURB CHANNELIZATION NOTES PAINTED LANE. LINE PANTED WIDE LINE PLASTIC STOP LINE PLASTIC TRAFFIC, ARROW PAINTED EDGE LINE AST1C TQAFFIC LETTE PLASTIC D1CYCLE LANE SIMISOL PLASTIC WIDE LINE - 12" FACE OF CURD 40 0 40 80 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "D" #23 79 7-1()1.4 '- CXEP .15 IFR PAVEMENT MARKING W. LINCOLN AVENUE 5TA. 30-r00 TO 5TA, 45+00 SHEET 51 OF 60 3//1N,14 2 2(1,4 wry, (6? C ANNEL IZA TION N \ PAINTED LANE LINE • LA51.1C: STOP LINE PLA!I;11C TRAFFIC ARROW PAINTED ECCE LINE - PLASTIC DICYCLE LANE SYME5OL PLASTIC WIDE LINE - 12" W. LINCOLN AVE. — FACE OF cuwu FACE OF CUR9 45.00 40 cr) 50 40 80 2074 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "D" #2379 PA Liqr.-47\Q I ON/ C C E-..710/NEF.c..? ic itcc'cick-c: LJAk.f, y: cr. PL?WIN: J. TT1-1EW 1. LQLLRc.:14,1 ?frViEr*O.V.: PAVEMENT MARKING kV. LINCOLN AVENUE 5TA. 45+00 TO E.O.P. SHEET 52 OF 60 Lfl 101,00 0 1*00 lb.00 21.00 'D STREET -FACE OF COW) 12400 34,00 FACE OF CURD CHANNELIZATION NOTE') PAINTED LANE LINE PAINTED DOU5LE CENTERLINE ® PAINTED WIDE LINE ® PAINTED EDGE LINE PAINTED 4" SOLID PARKING LINE 17.00 FACE OF CURD 22.00 FACE OF CURD N. 3RD AVE. PAVEMENT 23.00 FACE OF CURD 4.,00 9•00 20 74.00 25 40 0 40 [=Ea;z=z- 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "0" #2379 (7..ar 01.,1 OF: A i:**1:1) LOCHM41f1/ PAVEMENT MARKING W. '0' 57-PEET B.O.P. TO .5 TA . 25+00 SHEET 53 OF 60 2f, # 00 FRONT ST. 27+00 'D' STREET [— EDGE OF —FACE OF Cl/kf) CHANNELIZATIONI 0TE )A1NTED LANE LINE AINTED POUDLE CENTER LINE AINTED WOE LINE (5) PLASTIC, RAILROAD CROSSING SYME5OL (E2) PLASTIC STOP LINE 03 PAINTED EDGE LINE 0 PLASTIC WIDE LINE — 12" 40 40 80 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "D" 112379 r.) PAVEMENT MARKING W. 5 TREET 5TA. 25+00 TO E.O.P. SHEET 54 OF 60 I. 10.00 FACE OF CURD 15,100 PIERCE AVENUE r- 200 LCO . CORD 14.00 I 5 00 FACE OF CURD FACE OF CURD - FACE OF CURD CHANNIEL/ZATION NOTE PAINTEU DOLIDLE CENTER LINE PAINTED WIDE 1.INE PLASTIC', STOP LINE PLASTIC TRAFEIC ARROW PLASTIC TRAFFIC, LETTER PAINT EXISTING CURE) YELLOW PAINTED EXISTING CURD/ WHITE 22.00 40 0 40 80 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "D" #2379 E.".;(f.f.) tr,* PAVEMENT MARKING PIERCE AVENUE 13.0.P. TO E.O.P. SHEET 55 OF 60 5TH AVENUE FACE OF CURD 5+00 FACE OF CUR5 FACE OF CURD CHANNEL IZATION NOTES O PAINTED LANE LINE (2) PAINTED CENTER LINE WITH NO PA55 LINE PAINTED DOUBLE CENTER LINE (4) PAINTED WIDE LINE 0 PLA5TIG STOP LINE O PLASTIC TRAFFIC ARROW ® PAINTED EDGE LINE e) PLASTIC WIDE LINE - 12" 10+50 40 0 40 80 A 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "D" #23 79 LINDE7=-:.? F-1 c, OP," OF - P.e0 E5? C C 2. MA 12. .—Esv PAVEMENT MARKING 5TH AVENUE TO E.O.P. SHEET 56 OF 60 0.00 1100 N 7+00 FACE OF CURD ? / i / i KJ/ 1,HANIVELIZA r r()Nr0TE.) PAINTED LANE LINE. PLASTIC. STOP LINE PLASTIC Ck055WALK LINE PAINTED 4" SOLID PARKING LINE 2+00 FACE OF CURD 6.00 FACE OF CURD 9,00 =mi —OM NM= VIM 13+00 14+00 1b+00 U D FACE OF CURD 40 0 40 80 —L-- 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "D" #2379 /..///:,-...//./LE/ PAVEMENT MARKING 4TH AVENUE B.D.P. TO W.SPRUCE 5T. r SHEET 57 OF 60 YAKRA ifA A VF. 4TH AVENUE FACE OF CURD 33,00 41.00 YP. 42.00 CNANIVELIZATION NOTES 0 PAINTED LANE LINE (1) PAINTED DOUBLE CENTER LINE PLASTIC STOP LINE 0 PAINTED 4' SOLID PARKING LINE (I) PAINTED ACCESS PARKING SPACE SYMBOL WITH BACKGROUND FACE OF CURS 43.00 40 0 44.80 40 t / 60 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "D" #2379 ,OCH!..4:LL Ek' PAVEMENT MARKING 4TH AVENUE W. YAKIMA AVE. TO E.O.P. SHEET 58 OF 60 401 Vbfii,14 11:411 .'M Er) 1-- 47 2+00 3RD AVENUE FA • FAGar c• FACE OF C1I2H 4.00 CI-IANNELIZATION 1\107E ( PAINTED LANE LINE PAINIEU 1)01.1bLE CENTE LINE. PAINTED WIPE LINE PLASTIC STOP LINE ® PLASTIC TRAFFIC ArNOW PAINTED EP6E. LINE PLASTIC WIPE LINE - 12" FACE OF CUQE5 12.00 13+00 FACE OF CURB I4.00 5+ 1.1 40 0 40 80 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "D" #23 79 7'1 01\ t' Or 44' fttst t PAVEMENT MARKING 3R0 AVENUE O.P. TO STA. 15+00 SHEET 59 OF 60 FACE OF CURD 3RD AVENUE .......... 16.ao choo le,00 FACE OF cuizo. FACE CF CURD CHANNEL IZA T/0 0- Ef) (I) PAINTED LANE LINE PAINTED DOUBLE CENTER LINE PAINTED WIDE LINE. PLASTIC STOP LINE PLASTIC TRAFFIC ARROW PLASTIC WIDE LINE - 12" 5 0 40 0 40 80 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "D" #2379 ,,17711) 1.70NL)LF7 J1-1! 7 ION OF: rtitq7 t7. i4 4 4.;. • 444 1.11 • 414 4114 111 ; 1 1'1;4 11 1. F.? ANL.) 11 '1401 /1; 1115.14 • 7(4(4 1`4; Pr? 41 0.4141, .10.•••4 r -T wi Pt. PO' .c(:ffA:. 1.H.4 PAVEMENT MARKING 3P0 AVENUE 5TA. 15#00 TO E.O.P. SHEET 60 OF 60 CITY OF YAKIMA 2014 CITYWIDE STREET RESURFACING PROJECT #2379 SCHEDULE "E" SHEET 1 SHEET 2 SHEET 3 SHEET 4 SHEETS 5-9 SHEET 10 SHEETS 11-14 SHEET 15 SHEETS 16-19 SHEE5T 20-21 SHEETS 22-24 SHEET 25 SHEETS 2b-27 SHEETS 25-30 SHEETS 31-33 SHEETS 34-35 INDEX COVER SHEET: INDEX AND VICINITY MAP SUMMARY OF QUANTITIES TYPICAL ROAD SECTIONS e DETAILS DETAILS (2) 5. 6TH 5T. PLAN ViEWS S. 6TH ST, SIDEWALK CU R5 AND RAMP NOTES N. bTH 5T. PLAN VIEWS: N. 6TH ST, SIDEWALK CURE!: AND RAMP NOTES E. LINCOLN AVE, PLAN VIEWS E. LINCOLN AVE, SIDEWALK (web AND RAMP NOTES E. M.L.K. JR. 5LVID. PLAN VIEWS E. M.L.K. J. DLVO. SIDEWALK GURD AND RAMP NOTES - GENERAL TRAFFIC CONTROL PLANS PAVEMENT MARKING 6TH. 5T, PAVEMENT MARKING E. LINCOLN AVE. PAVEMENT MARKING E. JR. 3LVD. 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "E" #23 79 PPAEP UNDER 77-1E DIRECTION OF: 54S5.5....1.55t 5_, \••''.— *tot \ „PA, r, AF. 4.........F.AAJPF :.''. \-• tfi. ;7 INA FAO "A 4-i LEGEND E.£ E MAAFF F 4-4 STORM WATER MANHOLE LID SANITARY SEWER MANHOLE LIE) DID MANHOLE THIRD PARTY UTILITY COVER WATER VALVE 50X CATCH ASIN WATER METER BOX JUNCTION BOX MONUMENT CASE AND COVER HYDRANT F,20,15—C r ENGdAJEFP: WN: CHECKED .p.E-Vf5/Ohfi 1 /74.D14 !0: ._ A AA• `5! APPROVED FOR CONSTRUCTION trl CITY OF YAKIMk DATE: COVER SHEET INPEX, VICINITY MAP ANP LEGENP UtY (.9 Yak mei —5554.1.5. SHEET 1 OF 35 11!. 114 NO 1 2 4R SCHEDULE E -SU III. &I 111. SCR IP 1111111 rREPARA11011 100 E.;111/,AT ,0 fl MARY 5 i 5: S Y L 4-. OF QUANTITIES S.6r r4.6111 si tsoCoi N AVI - - - to Y114 -"'l Ayr: 10, *;.1 SI I(.. i 10111 Ya km1).1 A i.• I. 1154 '',;1 C,Noi,P 1 cla(*)il.•: (IU) IV 3 1 1.1:- L 0 1 I. S 10. I. 51 490 40 e...1: 1.3210 130 500 I TALK III VII. • •• •• • 1.:41.! lo E Oh SI GROLIP 4 L 5 506 870 101 /11. Q1 Y 1 (GO, 1 3260 CL EAR Ilk; kr.) T.;RLIE/FL I JC-; IiEMOVT•IC CET..ENT CONC. SIDE‘.•^J,IK Er,10Vi CEr..flir CONCRETE CURB SAVJCUT PA,..1..t:l'0 L 6 3200 55 1 2.',..0 1.150 6 600 GRAVEL BACKFILL ITOR oRAIN c: Y 0 10 0 0 161 , 35 AD..11.1 CATCI I BASIN EN:1-4 0 . 0 6 R IV:AY EXCAVATION 116L. 4-LAJI C Y 0 0 0 1.500 1 5 7 PA1+EW NT REPAR EXCAVATIC1J INC L HAJ l S Y ,010 30 -150 2-10 2 .0 36 65 . L F . .. . ..............................................................................................----- 0 .. 750 — 12 11 6 DRAINAGE 39 ur 3!"..IERIJRFiN FIPE G N 014.1 6 TS 0 e 1 47 AD3uST JUNCTION BOX EACH I 0 0 01 ci STORM SE VtfR ......... E. A.C.3r/ ............ 0 2 0 .. 1 ..._______ CATCH BASIN TYPE 1 42 ADJUSTMENT 061L5R0 PARTY L./Tun/Ts • EST. 1 EsT. SUR6lU EST 1--1- 1 43 ................. CONSTRLK7TION GEOTEXTLE FOR UNID-1.RGROUND DRAiNACE .............................................................................. .. .. . .. ...... 6' Y 0 1C CRU HED .5 HO 11 C., ASF TOS 5 20.0 300 12N 2,400 it CUS1E0 FACT,: T 0 C RSE TOS 40 10 70 47 100 46 'NT CONC. CUR RAW 151E PARALLEL A EACH 1 2 0 0 0 2 47 CEAT_NT CONC. CURRMI' TYPE PARALLEL B 12 0(110 ASP14A1.1 FST EST EST EST 55 1 ,N10 31 RIPPING ADD0'NE 1 49 .E5'[NTC0NC CURB RAMP TYPE PEkFFNDICINO6I EACH , 4 50 0 24 36 114 50 ETEC -TABLE 1NARNI.6G SURFACE . 13 14 HOT MIX ASPHALT 60Y TO r; 21600 2150 16 103 1.750 21.700 2.363 13 510 ._ 7!;. 0 9.000 11 f4J111.3. 6ITU1Jr.1,01,1S PAVE1.1 IT 111%11CL 1.12111 P564-21 2.250 If; III', 'OR PA,,,ENEFIT REPAR C! 1.2. IN P564 70 30l 375 121 170 90 751 16 Hit, A FOR PRELEWJ4G 1,2 ! FIT;64-28 TON 100 560 600 453 7 3 0 17 - - X.x. 00%.1.P.L14410E PR10E AIII.J001 1...t-E,IT C '' C CALC. CAC CLC'Ali:1 L 5 L. 5 10 0.1...FACTION PRICE'S1r1T CALLC IC ALC CPSC 'ALE EROSKMICONTROI P540 ROAOS(DF P19411 11115 10 I U3I3LLIL i yii-.. r-,. C 3' 0 5 TRAFFIC 20 CEMENT C011C TRAFFC CURE AND GUTTER L I, 1 300 13 7.940 21 CE.MENT CONC I — ' CURB L 5' 12 22 340 22 CESILINT CONC . P5055761IN/ . L F 07 53 6E0 451 1.650 23 PP21TL64E .F 6 ON 3.622 10.600 4.c.;00 33100 24 P TP.PFRCR•VV E -H 3 33 33 76 2E PA., ITED WDE LANE LINE L F 5 190 550 460 1130 26 PLA5T0 MOE LA !E LE 4 . 710 14W 2,7 27 FLAST 1.013 !J' L.F 14C 120 242 140 643 71,4; PI AtiTIC. CR 5'5"7.4, I< •IF SF 79C 1 0 96 386 29 ' IC ELME S61%. EACH 38 0 6 0 04 30 PLASTIC TRAFFIC LETTER EACH 0 0 0 12 12 31 1TRO.5CT TESPORARY TRAFFiC CONTROL 1 5 1 S L S 15 L S 1 32 rERFORIVIYPN.EVENT 1143/4.Ii1/ 5 1 F 17 C0 4.6 5 12 676, 7.000 40.000 33 PERT:MEM 5G1•13/3 L S 65 15 L.5 LS1 161 MI SCHEDULE E -SUMMARY OF QUANTITIES 5.61111SI. N. 6111 SI. 11111,1 DI S(140.18)11 1 s FLRA: A. c' l? Y,1*,;".3 0'.' Y:i'r7,.....:i A FIT fs: G P...):_q, 1 ,:d. DL P 2 (CONT.) i E . LINC01 N AVI 1 1 MI 1( RIM /. , _ . 1 I.,: St ',f1 1', 5-T1 r./...T3 T:•I. ! CP.,Ts.1') 3 I C,RN.S*4 DI Ai. OTHEROTIIERITEM5 _ _ • 34 GRAVEL BACKFILL ITOR oRAIN c: Y 0 10 0 0 10 35 AD..11.1 CATCI I BASIN EN:1-4 0 . 0 .. . ' 2 , 3e, EI4%1E AND GRATE FOR CAI CL I LIASIN E AO. i 2 14 7 37 '37 A0JU13T VALVE Box , AL: H 11,-, S 5 36 65 35 ''r 1 E EACH 10 12 11 7 40 39 ADJUST f.C.TER BOX EA.C1,. 0 0 e 1 47 AD3uST JUNCTION BOX EACH I 0 0 01 41 ADJUST MONUMENT CASE ANT) C.OvE R . EACH 1 2 3 0 3 15 42 ADJUSTMENT 061L5R0 PARTY L./Tun/Ts • EST. 1 EsT. 1 ST EST 1--1- 1 43 ................. CONSTRLK7TION GEOTEXTLE FOR UNID-1.RGROUND DRAiNACE .............................................................................. .. .. . .. ...... 6' Y 0 70 0 0 ! 70 44 CEAENT CONC SIDEWALK S Y 33 172 269) 410 45 Et.ENT CONC. DRIVEWAY ENTRANCE TYPE I S Y 1 0 0. 74 3,7, 194 46 'NT CONC. CUR RAW 151E PARALLEL A EACH 1 2 0 0 0 2 47 CEAT_NT CONC. CURRMI' TYPE PARALLEL B EACH 2 4 is 0 j 24 4 C E kE NT C'0NC. CURB RAPPYPE PERPEND904 A FAEH 1 5 9 a 17 49 .E5'[NTC0NC CURB RAMP TYPE PEkFFNDICINO6I EACH , 4 50 0 24 36 114 50 ETEC -TABLE 1NARNI.6G SURFACE . S F i e o 16 40 64 61 ROADWAY SURVEYING • L 5 L.S. L.'S 65 ............... L.5. .......... 1 57 PROPERTY RE STORADON • EST. EST EST EST EZT 1 ....................................... 53 MNOR CHANGE . CAL C CA.0 CA1,C CPUC CoN_C 54 SPCC, PLAN : LO i 5 L 5 L. 5 LO 1 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "E" #2379 COUNTY EIVGINEEI DATE: • PROJECT ati&INEER: ' (A "A. • 'A ORA. WRI: CPIECKEP DY : 5UMMARY OF OLJANT1T1E5 SHEET 2 OF 35 EXISTING CU HMA OVERLAY TO MATCH CURD; ELEV. HMA OVERLAY 1-HiCKNE:S1.' 0.15' AT CN11INE HMA 0 VCRLAY EXISTING CONCRETE PAVE:ME:NT • - EXISTING ASPHALT PAVEMENT SURFACE GINE) 0.10, FULL WIDTH GRINDING EXTENTS TYPICAL SECTION NTS 6TH sr. D.O.P.'CO E.O.P. E. LINCOLN AVE. f.0.P. TO E .0.P. E. M.L.K. J. DLV[). D.O.P. TO STA. 37+63t • SEE SPECIAL PROVISIONS SECTION 2-02, FOR STREET LOCATIONS WITH CONCRETE 0.15HMA WEARING COURSE 0.35 HMA EASE COURSE 0.75' CRUSHED SURFACING DASE COURSE EXISTING CURD AND GUTTER. ROADWAY _ EXCAVATION LIMIT EXISTING ASPHALT PAVEMENT SURFACE FINISHED SLOPE 2% MAX. TYPICAL SECTION NT 5 N. 7TH ST . 50' EACH SIDE OF MLK LVD. N. TH ST, 100' EACH SIDE OF ACK DL VP. MLK DLV[). STA. 37-rb0t TO E.O.P. MLK DLVD, STA 1.4e301 TO 35+30i _ EXISTING CURD AND GUTTER EXISTING CURD AND GUTTER CL ASS 3000 CEMENT CONCRETE EULL DEPTH OF SECTION LESS I I/2" — I 1/2" CLASS "0" ASPHALT 12" PLACE AND COMPAC CRUSI-IED SURFACING TOP COURSE UTILITY ADJUSTMENT NT5 LXISTIN6 PAVEMENT - DEPTH VARIES ASPHALT CONCRETE PATCH L NITS SLOPE - 2% . .1.....1 , ETE PAVEMENT COMPACTED EARTH:111 1;1 1.11 1 Hi ;I; ;1. 1.1 i:•• ,.//1// • 1. P AL T PAVEMENT DASE COURSE GROUT ALL JOIN TS WITH NI0N-GYPSOM GROUT. APPLY 005-1 SAND TO SEAL THE SURFACE JOINTS. APPLY 005-1 TO EDGES OF REPAIR SECTION ANP TO SURFACE OF CONCRETE, IF OVERLAYED. HMA CL. 1/2' PG 44-26 MATCH PEPTH OF EXIST ING ASPHALT. ASPHALT CONCRETE SURFACING OVER CONCRETE PAVEMENT PATCH DETAIL NTS PAVEMENT - DEPTH VARIES ASPHALT CONCRETE PATCH LIMITS SLOPE 2 APPLY 005-1 t SAND 10 SEAL THE SURFACE JOINTS. APPLY CC5- I TO EDGES OF REPAIR SECTION AND TO SURFACE OF CONCRETE, IF; OVERLAYED. Trr '7. .--ooNAF3AC.,1Er) A0-11-1 I I MA CL. 1/2" PG 64-2o @ 1.5 TIMES DEPTH OE EXISTING ASPHALT. .5' MIN. (COMPACTED DEPTH IN 2 EQUAL LIFTS) C (COMPACTED DEPTH) ASPHALT CONCRETE SURFACING PATCH DETAIL NT5 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "E" 2379 COUNTY ENGINEER PATE: PROJECT ENC,/NEER: ORA WM CHECKED V1510N;, 1 TYPICAL ROAD 5EGTION5 DETAIL5 SHEET 3 OF 35 HINGED HO IN- E SIDE. ANHOL E DIRECTION OF TRAFFIC COVER ORIENTATION Nr5 PROPOSED CU R5 AND GUTTER TOPSOIL AS NEEDS PROPOSED CATCH DA5IN HMA GL. 1/2" PG 64-25 MATCH DEPTH OF EXISTING ASPHALT, 0.5MIN. LO C.5..C. GEOTEXTILE FABRIC • GRAVEL BACKFILL FOR DRAIN • TOPSOIL TYPE A ACTED EARTH UNPERPRAIN PIPE 5 IN. DIAM. APPLY CCS -I C SAND TO SEAL THE SURFACE JOINTS. APPLY CCS -1 TO EDGES OF REPAIR SECTION AND TO SURFACE OF CONCRETE, IF OVERLAYED, UNDERDRAIN DETAIL ('nts) N. 6TH 5T, STA. 55+50* TO STA. 56405i LT. 611-1 ST. STA, 564651 TO STA. 5E,t55i LT. SAWCUT OR NEAREST JOINT rREMOVE CURD AND GUTTER A5 NECESSARY TO REPLACE FRAME AND GRATE ir2EPLACE FRAME AND GRATE REMOVE EXISTING GUTTER PAN CURB REPLACEMENT' @ CATCH BASINS (nts) 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "E" #2379 COUNTY ENG/NEE PA TE: (PWOJECT ENIGNEE12: peAWN: CHECKED DY: 4'. CEVI5ION: PETAIL5 (2) SHEET 4 OF 35 10t25 S. 6TH STREET LEGEND FULL DEPTH PAVEMENT REMOVAL GRIND EXISTING PAVEMENT (0.10DEPTH) 49' 13,00 REPLACEMENT NOTES CONSTRUCTION NOTES (ig REMOVE EX. CB FRAME HOOD t GRATE. INSTALL NEW FRAME t GRATE ONLY tea FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. SIDEWALK/ CURB/ RAMP MODIFICATION, SEE SHEET 10 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "E" #2379 PREPARED' UNDER THE DIRECTION OF: 0 7 '7- F.:1\167 k /34 ...7/4/19 , '\ PROJECT ENGINEER: RANDY SQUARE -BRIGGS DRAWN: CHECKED BY: D. K INCAID R. SQUARE -80665 REVISION .5. 6 TH 5TREET TO 5 TA. 15+00 SHEET 5 OF 35 Q: \Civil 3D projects\R City of Yakima 2014 Overlay \Schedule E \Schedule E_DWG TO PDF.dwg, 6T1-1 ST Al, 3/11/2014 1:38:56 PM S. 6TH STREET LEGEND FULL DEPTH PAVEMENT REMOVAL GRIND EXISTING PAVEMENT (0.10DEPTH) 17,00 4e; 22+00 ADJUSTMENT NOTES REPLACEMENT NOTES ip ADJUST MANHOLE LID TO GRADE O.REMOVE EX. CB FRAME E GRATE. e e ADJUST VALVE BOX TO GRADE INSTALL NEW FRAME GRATE g REMOVE EX. CB FRAME HOOD 4 GRATE. INSTALL NEW FRAME GRATE ONLY CONSTRUCTION NOTES 16E11 FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH 5IZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. H SIDEWALK/ CURB/ RAMP MODIFICATION, SEE SHEET 10 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "E" #2379 PREPARED' UNDER THE DIRECTION OF: 0 7 '7- F.:- N(--/ \IF: k /34 ...7/4/19 , '\ PROJECT ENGINEER: RANDY SQUARE—BRIGGS DRAWN: CHECKED BY: D. K INCAID R. SQUARE -80565 e2EVISION1 .5. 6 TH STREET .STA. 15+00 TO 5 7-A . 25+00 SHEET 6 OF 35 Q: \Civil 3D projects\R City of Yakima 2014 Overlay \Schedule E \Schedule E_DWG TO PDF.dwg, A2, 3/11/2014 1:39:48 PM Cr) S. 6TH STREET 27+00 LEGEND FULL DEPTH PAVEMENT REMOVAL GRIND EXISTING PAVEMENT (0.10DEPTH) • 54400 ADJUSTMENT NOTES 0 ADJUST MANHOLE LID TO GRADE €} ADJUST VALVE BOX TO GRADE (3 ADJUST MONUMENT COVER TO GRADE REPLACEMENT NOTES (E* REMOVE EX. CB FRAME HOOD t GRATE, INSTALL NEW FRAME t GRATE ONLY SIZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. CONSTRUCTION NOTES Wa FULL DEPTH PAVEMENT REMOVAL APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIDEWALK/ CURB/ RAMP MODIFICATION, SEE SHEET 10 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "E" #2379 PREPARED' UNDER THE DIRECTION OF: 0 7 '7- F.:1\167 f34 .7/4/19 , '\ PROJECT ENGINEER: RANDY 5OVARE-E3RIG65 DRAWN: CHECKER BY: D. g INCA'," R. SQUARE -1066S REVISION: .5. (TH 5TREET .51A. 25+00 70 5TA. 35+00 SHEET 7 OF 35 Q: \Civil 3D projects\R City of Yakima 2014 Overlay \Schedule E \Schedule E_DWG TO PDF.dwg, A3, 3/11/2014 1:39:53 PM .2•••;.•• •••1•.!•••••• ••••••' • •*••••••••• • • • • *********:.7'......"..... ()ADJUST MANHOLE LID TO GRADE e ADJUST VALVE BOX TO GRADE GRIND EXISTING PAVEMENT (OA CY DEPTH) ()REMOVE EX. CB FRAME t GRATE. INSTALL NEW FRAME t GRATE 4DREMOVE EX. CB FRAME HOOD t GRATE. INSTALL NEW FRAME t GRATE ONLY tea FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 b FT BY b FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. SIDEWALK/ CURB/ RAMP MODIFICATION, SEE SHEET 10 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "E" #2379 PREPARED' UNDER THE DIRECTION OF: 0 7 '7- F.:1\167 ?'*.\li.H11._1-k /34 ...7/4/19 , '\ PROJECT ENGINEER: RANDY SQUARE -BRIGGS DRAWN: CHECKED BY: D. K INCAID R. SQUARE -80565 REVISION1 .5. 6 TH 5TREET 5TA. 35+00 70 5TA. 45+00 SHEET 8 OF 35 QACivil 3D projects\R City of Yakima 2014 Overlay \Schedule E \Schedule E_DWG TO PDF.dwg, A4, 3/11/2014 1:39:58 PM REMOVE TREE AND ROOTS UNDER SIDEWALK GRIND EXISTING PAVEMENT (0.10DEPTH) g ADJUST MANHOLE LID TO GRADE e ADJUST VALVE BOX TO GRADE e ADJUST MONUMENT COVER TO GRADE e REMOVE EX. CE, FRAME 4 GRATE. INSTALL NEW FRAME GRATE REMOVE EX. CI3 FRAME HOOD GRATE. INSTALL NEW FRAME t GRATE ONLY flIx“. FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT 15Y 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. SIDEWALK/ CURB/ RAMP MODIFICATION, SEE SHEET 10 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "E" #2379 PREPARED' UNDER THE DIRECTION OF: 0 7 '7- F.:1\167 /34 ...7/4/19 , '\ PROJECT ENGINEER: RANDY SQUARE -BRIGGS DRAWN: CHECKED BY: D. KINCAID R. SQUARE -80565 t2EVISIONI .5. 6 TH 5TREET .5 TA . 45+00 70 5TA. 55+00 SHEET 9 OF 35 Q: \Civil 3D projects\R City of Yakima 2014 Overlay \Schedule E \Schedule E_DWG TO PDF.dwg, A5, 3/11/2014 1:40:03 PM SIDEWALK CURB & RAMP NOTES NOTE: 701 FIRST NUM01.1i OF "cont. DESIGNATION R11.1 R5 10 T1-il 5I.111 1 NUMBER or rvir CON1RACI PLANS I HE SECOND NUMBER RIVERS 10 11-11. SIDIVVALK/C., URII NUMI1ER sr. '' •;`-' '' -1'. ,, ... .. , ' .7.7, . .. (-.,, .. ln '::: 7- .., • •t•,. ,.... %. .. t, ( --.. -X• r - --- c: i ;i:.• (.., - „ , - . , siJ N,' -C... •,_,' - ,.., , S- • ..., .. .. „-1.., ..:1' - •;,'• %.• c. , ' , . • ._., .i." ., ,.- ,• , ,..,-. ,, - •,,,.. -:,- ,,e ,..,..','• •:. ';'' •Y' . „.• - /.., 1 ' , 1 ..;. 'N- . NOlf ' APPROX. OLIAN1111E5 NECESSARY 10 REMOVE AND CONSTRUCI Sur WA1 K ANI) Cl.)1;b' IMPR1)V1 mi. N.1 S. Vi RIF Y EOCA I IONS 0VIi11 ENGINEER PRIOR TO REMOVAL. AC TUAI QUANTITIES MAY VARY, PAYM17NI WILL BF BASED ON 11H 0 81EASURT MINTS. ROA 2 S HUN 011 S.Y. J.. TUN ...E. Lt. ... 1 5.Y.TACH EACH EACII EACH EACH LACH S.Y. S.Y. S.1. Comments 5 1 610 ST. 10150 LT 6.0 5 8 81 MOV[ PERPENDICULAR RAMP 808 r108 owl' AND IN5im.L1/111:CTAB1.E WARNING SURFACE 5 •2 6TH SI. 10+50 RT 12.7 18 2 18 18 1 -3 61551. 10+911 LI 17.3 17 1 17 5 .4 6.1-5 ST. 10+90 RI 7.3 11 2 11 16 6 5 6.1H 51. IS -i10 LI 16.0 11 1 16 24 2 6 6 611-151, 15+1U RT 16.0 10 1 16 24 2 6 -7 6TH ST. 15-150 LT 16.0 16 1 16 24 2 6 -8 6TH ST. 15+50 RT 16.0 16 1 16 24 2 6 -9 STH ST 70+50 IT 16 0 16 1 16 24 2 6 -10 615 51 20+80 HI 16.0 16 1 16 24 2 6 11 6TH 51. 21420 LT 23.0 40 3 40 34 3.0 6 -12 60 ST. 22+10 LI 40 40 REPLACE DAMAGED CURB 7 -13 6th ST. 25+60 LT 16.0 30 1 30 24 7 REPLACE DAMAGED CURB 7 -14 6th ST. 76+05 LT 16.0 16 1 16 24 2 7 15 6th SI. 26+00 RI 16.0 16 1 16 24 2 7 -16 Gth ST. 30+35 LT 16.0 16 1 16 24 2 7 17 6th ST. 30+35 RT 16.0 33 1 33 24 2 REPLACE DAMAGED CURB 7 -18 Gth ST. 30+90 LT 16.0 16 1 16 24 2 7 -19 6th ST. 30+90 RT 16.0 42 1 42 24 2 REPLACE DAMAGED CURB 7 -20 6th 51. 31400 LT 404 404 REPLACE DAMAGED CURB 7 -21 6th ST. 34+10 RT 45 45 REPLACE DAMAGED CURB 8 22 6th 5T. 35+15 LT 16.0 42 1 42 21 2 REPLACE DAMAGED CURB 8 -23 fish ST. 35+15 RT 16.0 47 1 47 24 7 REPLACE DAMAGED CURB 8 24 6th ST. 35+70 IT 16.0 16 1 16 24 2 8 .25 6th ST. 35+70 RT 16.0 42 1 42 24 2 REPLACE DAMAGED CURB 8 26 61651. 39+95 LT 16.0 16 1 16 24 2 8 -77 fith ST. 39+95 RI 16.0 16 1 16 24 2 8 78 6th ST. 411+45 Li 16.0 16 1 16 24 2 8 -79 6111 51 40+45 RT 16.0 16 1 16 24 2 8 -30 6th ST. 42+10 RT 80 80 REPLACE DAMAGED CURB 9 -31 6111ST. 48+40 RT 20.0 20.0 REPLACE DAMAGED AND FI EVATFD SIDEWALK 9 -32 6011 ST. 49+60 T 1 16 1 1 24 2 9 33 6th ST. 49+60 EU 16.0 16 16 24 2 9 -34 6th5T 5005 T 60 16 1 16 24 2 9 -35 6th ST. 50-05 RT 16_ 16 1 1 21 2 9-36 bth ST 5080 T 17 17 REPLACE DAMAGED CURB Totals for this sheet 1811207 33 1207 0 6158 0 798 2 1 50 0 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "E" #2379 COUNTY ENGINEER DATE. T ENC17A(FER: .541ii,i1R1.-HEireK3S D KAT: AO C HE CK CORY R LOCHMILL ER HI: IPS:ON SIDEWALK, CURB & RAMP NOTES S. 6TH STREET SHEET 10 OF 35 N1 - CI CI 00 OL Di DD • INSTALL TYPE I CATCH BASIN, 5TA 55+751 LT. INSTALL TYPE I CATCH BASIN, 5TA 56+751 LT. INSTALL UNDERDRAIN, SEE DETAIL SHEET 4 GRIND EXISTING PAVEMENT (0.10' DEPTH) ()ADJUST CATCH BASIN TO GRADE g ADJUST MANHOLE LID TO GRADE €), ADJUST VALVE BOX TO GRADE eADJU5T MONUMENT COVER TO GRADE °REMOVE EX. CB FRAME GRATE. INSTALL NEW FRAME 4 GRATE 41x fe FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM SIZE 15 b FT BY b FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. Ei SIDEWALK/ CURB/ RAMP MODIFICATION, SEE SHEET 15 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "E" #23 7 9 PREPARED' UNDER THE DIRECTION OF: 0 7 '7- F.:- 1\16-/ /34 ...7/4/19 , '\ PROJECT ENGINEER: RANDY SQUARE -BRIGGS DRAWN: CHECKED BY: D. K INCAID R. SQUARE -80665 t2EVISION1 N. 6TH 5TREET .5 TA . 55+00 70 5TA. 65+00 SHEET 11 OF 35 QACivil 3D projects\R City of Yakima 2014 Overlay \Schedule E \Schedule E_DWG TO PDF.dwg, A6, 3/11/2014 2:08:42 PM GRIND EXISTING PAVEMENT (0.10DEPTH) C) ADJUST MANHOLE LID TO GRADE (F) ADJUST VALVE BOX TO GRADE e ADJUST MONUMENT COVER TO GRADE ilia FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH 5IZE 15 6 FT 13Y 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "E" #2379 PREPARED' UNDER THE DIRECTION OF: 0 7 '7- N \IF: k /34 ...7/4/19 , '\ PROJECT ENGINEER: RANDY SQUARE -BRIGGS DRAWN: CHECKED BY: D. K INCAID R. SQUARE -80665 REVISION ‘.. N. 6TH 5TREET .5 TA . 65+00 70 57-A. 75+00 SHEET 12 OF 35 Q: \Civil 3D projects\R City of Yakima 2014 Overlay \Schedule E \Schedule E_DWG TO PDF.dwg, A7, 3/11/2014 2:09:34 PM TfI GRIND EXISTING PAVEMENT (0.10DEPTH) €) ADJUST MANHOLE LID TO GRADE e ADJUST VALVE BOX TO GRADE e ADJUST MONUMENT COVER TO GRADE it'xit' FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH 5IZE 15 6 FT 13Y 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "E" #2379 PREPARED' UNDER THE DIRECTION OF: 0 7 '7- F.:1\167 k /34 ...7/4/19 , '\ PROJECT ENGINEER: RANDY SQUARE -BRIGGS DRAWN: CHECKED BY: D. K INCAID R. SQUARE -80665 t2EVISION1 N. 6TH 5TREET STA. 75+00 70 5TA. 55+00 SHEET 13 OF 35 Q: \Civil 3D projects\R City of Yakima 2014 Overlay \Schedule E \Schedule E_DWG TO PDF.dwg, A-8, 3/11/2014 2:09:39 PM 0 0 N. 6TH STREET LEGEND 91+00 FULL DEPTH PAVEMENT REMOVAL GRIND EXISTING PAVEMENT (0.10DEPTH) : . . 92+00 $ •.. 93+25 Lit ADJUSTMENT NOTES CONSTRUCTION NOTES g ADJUST MANHOLE LID TO GRADE Vx#' FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH 5IZE 15 6 FT ESY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "E" #2379 PREPARED' UNDER THE DIRECTION OF: (F.)1\17Y E /7.4 , '\ PROJECT ENGINEER: RANDY SQUARE -BRIGGS DRAWN: CHECKED BY: D. K INCAID R. SQUARE-MI665 t2EVISIONI ‘.. N. 6TH 51REET *STA. 85+00 TO E.O.P. SHEET 14 OF 35 Q: \Civil 3D projects\R City of Yakima 2014 Overlay \Schedule E \Schedule E_DWG TO PDF.dwg, A-9, 3/11/2014 2:09:44 PM 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "E" #2379 PHr OE FC ENG wr..Eri. H 1H4Wf EJ KN 4') CHECKED HY: SQUAHE- BRIGGS REVIS7ON SIDEWALK, CURB & RAMP NOTES N. 6TH STREET SHEET 15 OF 35 SIDEWALK, CURB & RAMP NOTES NOTE: THE FIRST NUMBER DESIGNATION THE SI IEZT , OF THE . PLANS THE REFERS . . ,.., . ‘,...., . . . e, , . - . NOTE: APPROX. QUANTITIES NECESSARY TO REMOVE AND CONSTRUCT SIDEWALK AND CURB IMPROVEMENTS. VERIFY LOCATIONS V.IITH ENGINEER PRIOR TO REMOVAL. ACTUAL ,-Q (9 QUANTITIES MAY VARY, PAYMENT VILL BE BASED ON F1E11) MEASUREMEN1S, OF "CODE REFERS TO NUMBER CONTRACT SECOND NUMBER TO THE SIDEWALK/CURB NUMBER. ROAD STATION OFF. 5.Y. L.F. TON L.F. L.F. L.F. L.F. S.Y. EACH EACH EACH EACH EAC1 [ACH 5S.Y. 5.Y. 5.1. Comments 11 -1 N. 6TH ST, 55475 LT 55 55 SLOPE CURB TO DRAIN TO NEW CATCH BASIN 1 11 -2 N. 6TH ST. 56+30 HT 4.4 1 4.4 REPLACE DAMAGED SIDEWALK 11 -3 N_ 6TH ST. 56+80 1.1. 20 20 * SLOPE CURB TO DRAIN TO NEW CATCH BASIN 11 -4 NJ_ 6TH ST 59+30 RT 16.0 16 1 16 24 11 -5 N STH ST. 60+00 T 160 16 1 16 24 2 * 4 • • • Totals for this sheet 36.4 107 3 107 0 45 0 4.4 0 0 0 4 - 0 0 0 0 0 0 0 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "E" #2379 PHr OE FC ENG wr..Eri. H 1H4Wf EJ KN 4') CHECKED HY: SQUAHE- BRIGGS REVIS7ON SIDEWALK, CURB & RAMP NOTES N. 6TH STREET SHEET 15 OF 35 • IF 55' • ozo-okoOftiOok 50' E. LINCOLN AVE. 10 40' 19?0 40' LEGEND FULL DEPTH PAVEMENT REMOVAL GRIND EXISTING PAVEMENT (0.10' DEPTH) ADJUSTMENT NOTES a ADJUST CATCH BASIN TO GRADE @ ADJUST MANHOLE LID TO GRADE ADJUST THIRD PARTY UTILITY LID TO GRADE e ADJUST VALVE BOX TO GRADE a ADJUST METER BOX TO GRADE @ ADJUST MONUMENT TO GRADE REPLACEMENT NOTES REMOVE EX. CB FRAME t GRATE. INSTALL NEW FRAME t GRATE CONSTRUCTION NOTES 14'x4#' FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. SIDEWALK/ CURB/ RAMP MODIFICATION, SEE SHEET 20 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "E" #2379 PREPARED' UNDER THE DIRECTION OF: 0 7 '7- Fr 1\167 k /34 7:: ...7/4/19 / '\ PROJECT ENGINEER: RANDY SQUARE -BRIGGS DRAWN: CHECKED BY: D. K INCAID R. SQUARE -80565 REVISION1 E. LINCOLN AVE. 8.0P. TO 5TA. 20+00 SHEET 16 OF 35 Q: \Civil 3D projects\R City of Yakima 2014 Overlay \Schedule E \Schedule E_DWG TO PDF.dwg, LINCOLN_C1, 3/11/2014 2:12:08 PM •••••••• GRIND EXISTING PAVEMENT (0.10DEPTH) ADJUST CATCH BASIN TO GRADE ADJUST MANHOLE LID TO GRADE ADJUST THIRD PARTY UTILITY LID TO GRADE ADJUST VALVE BOX TO GRADE e ADJUST MONUMENT TO GRADE e REMOVE EX. CE5 FRAME t GRATE. INSTALL NEW FRAME t GRATE SIZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. ft'x#' FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIDEWALK/ CURB/ RAMP MODIFICATION, SEE SHEET 20 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "E" #23 79 PREPARED' UNDER THE DIRECTION OF: 0 7 '7- N \I k /34 ...7/4/19 , '\ PROJECT ENGINEER: RANDY SQUARE -BRIGGS DRAWN: CHECKED BY: D. K INCAID R. SQUARE -80565 REVISION1 E. LINCOLN AVE. .STA. 20+00 TO 5 TA. 30+00 SHEET 17 OF 35 Q: \Civil 3D projects\R City of Yakima 2014 Overlay \Schedule E \Schedule E_DWG TO PDF.dwg, C2, 3/11/2014 2:12:59 PM GROUP 2 E. LINCOLN AVE. RELOCATE SIGNS 5241.4 55' 54400 34 Lu • RELOCATE SIGNS 30' LEGEND FULL DEPTH PAVEMENT REMOVAL GRIND EXISTING PAVEMENT (0.10° DEPTH) ADJUSTMENT NOTES ADJUST MANHOLE LID TO GRADE 8 ADJUST VALVE BOX TO GRADE ADJUST MONUMENT TO GRADE REPLACEMENT NOTES @REMOVE EX. CB FRAME e GRATE. INSTALL NEW FRAME E GRATE CONSTRUCTION NOTES #x#' FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. SIDEWALK/ CURB/ RAMP MODIFICATION, SEE SHEET 20-21 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "E" #23 79 PREPARED' UNDER THE DIRECTION OF: 0 7 7 F.:1\167 k /34 ...7/4/19 , '\ PROJECT ENGINEER: RANDY SQUARE—BRIGGS DRAWN: CHECKED BY: D. K INCAID R. SQUARE -80665 t2EVISIONI ‘.. E. LINCOLN AVE. .STA. 30+00 TO .STA. 40+00 SHEET 18 OF 35 Q: \Civil 3D projects\R City of Yakima 2014 Overlay \Schedule E \Schedule E_DWG TO PDF.dwg, C3, 3/11/2014 2:13:04 PM • •••••••••••• ••••••••••• C) ADJUST MANHOLE LID TO GRADE e ADJUST MONUMENT TO GRADE Vx#' FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT ESY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. GRIND EXISTING PAVEMENT (0.10DEPTH) HT SIDEWALK/ CURES/ RAMP MODIFICATION, SEE SHEET 21 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "E" #2379 PREPARED' UNDER THE DIRECTION OF: 0 7 '7- F.:1\167 k /34 ...7/4/19 , '\ PROJECT ENGINEER: RANDY SQUARE -BRIGGS DRAWN: CHECKED BY: D. K INCAID R. SQUARE -80665 t2EVISION1 E. LINCOLN AVE. STA. 40+00 TO E.O.P. SHEET 19 OF 35 Q: \Civil 3D projects\R City of Yakima 2014 Overlay \Schedule E \Schedule E_DWG TO PDF.dwg, C4, 3/11/2014 2:13:09 PM 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "E" #23 79 PHOJCCT 8()(JAHl7-HHIGGS CHECKED 8Y: H. lOCHMILLEH SIDEWALK, CURB & RAMP NOTES E. LINCOLN AVE. SHEET 20 OF 35 0 0.04 +r .1.4+ 2024 Ow,r04 EV:0•.,01NAL:0,40,011s, 0,10: • .000,0:, SIDEWALK, CURB & RAMP NOTES NOTE: THE FIRST NUMBER . DESIGNATION THE SHEET OF THE PLANS. THE REFERS ...,. . ...,. ....„ . ,,. -.. . . , , , .. _ . . . ,-,..- Q.., _ .., r... - _ . NOTE: APPROX. QUANTITIES NECESSARY TO REMOVE AND CONSTRUCT SIDEWALK AND CURLi IMPROVEMENTS. VERIFY LOCATL. IONS WITH ENGINEER PRIOR TO REMOVAACTUAL 4-.. - QUANTITIES MAY VARY, PAYMENT WILL BE BASED ON FIELD MEASUREMENTS. OF "CODE REFERS TO NUMBER CONTRACT SECOND NUMBER TO IHE SIDEWALK/CURB NUMBER, ROAD STATION OFF. S.Y. L.F. TON L.E. 1,.F. L.E. L.F. S.Y. EACH EACH EACH EACH EACH EACH S.Y. 5.Y. 5.F. Comments 16 -1 E LINCOLN 10+80 LT 27 27 1 27 21 16 -2 E LINCOLN 10480 RT 18.3 17 1 17 6 . 16 -3 E LINCOLN 12+35 LT 21 21 REPALCE DAMAGED SIDEWALK 16 -4 E LINCOLN 14+00 11 16.0 16 1 8 8 24 2 16 -5 E LINCOLN 14+00 RT 16.0 16 1 16 24 2 16 -6 E LINCOLN 14+70 CT 18.0 1 1 8 8 24 2.0 2 16 -7 E LINCOLN 14+70 RT 16.0 1 1 16 24 2 16 -8 E LINCOLN 18+05 LT 16.0 16 1 8 8 24 2 1.5 -9 E LINCOLN 18+05 RT 18.0 16 1 16 24 2.0 . 16 -10 E LINCOLN 18+65 LT 19.0 16 1 8 8 24 2.0 16 -11 E LINCOLN 18465 RT 16.0 16 1 16 24 2 17 -12 1 LINCOLN 224-10 LT 12.3 17 1 17 17 13 E LINCOLN 22+10 RT 12.3 17 1 17 17 .14 E LINCOLN 22+75 LT • 13.3 36 2 36 16 6.0 . 17 -15 F LINCOLN 22+15 RT 10.3 18 2 18 lb 3.0 17 -16 E LINCOLN 24+40 LT 34.0 32 4 32 34 REPLACE DAMAGED DRIVEWAY 17 -17 E LINCOLN 24+40 RT 21.0 24 3 24 21 REPLACE DAMAGED DRIVEWAY 17 -18 E LINCOLN 26+00 LT 17.4 16 2 16 16 9.4 17 -19 E LINCOLN 26400 RT 17.4 32 2 32 16 9.4 17 -20 E LINCOLN 26+60 LT 18.6 60 4 60 32 2.6 2 17 .21 E LINCOLN 26+60 RT 18.6 48 4 48 32 2.6 17 -22 E LINCOLN 27+15 LT 9,3 16 2 16 16 1.3 17 23 E LINCOLN 27+13 RT 9.3 16 2 16 16 1.3 17 -24 E LINCOLN 28+75 LT 20 20 REPLACE DAMAGED CURB 17 -25 E LINCOLN 28+75 RT 19.0 27 2 27 1.9 REPLACE DAMAGED DRIVEWAY 18 -26 1 LINCOLN 30+40 LT 9.3 11 2 11 16 1.3 18 -27 1 LINCOLN 30+40 RT 9.3 11 2 11 16 1.3 18 -78 E LINCOLN 31415 LT 9_3 11 2 11 16 1.3 18 -29 E LINCOLN 31+15 RT 9.3 11. 2 11 16 1.3 18 -30 1 LINCOLN 324-15 RT 14 14 REPLACE DAMAGED SIDEWALK 18 .31 E LINCOLN 33+55 LT 21 21 REPLACE DAMAGED CURB 18 -32 1 LINCOLN 34440 LT 9.3 11 2 11 16 1.3 Totals for this sheet 473.6 627 51 514 113 432 0 110.1 0 15 4 16 0 0 0 74 0 0 (I 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "E" #23 79 PHOJCCT 8()(JAHl7-HHIGGS CHECKED 8Y: H. lOCHMILLEH SIDEWALK, CURB & RAMP NOTES E. LINCOLN AVE. SHEET 20 OF 35 0 0.04 +r .1.4+ 2024 Ow,r04 EV:0•.,01NAL:0,40,011s, 0,10: • .000,0:, SIDEWALK CURB & RAMP NOTES NO11::, TILE FR..,T NUMf11.11 111 "COM 1/1 S1C,NA r 1(..)N 1-0..1116 10111E SHE L. I NUM111.8 OF THL CON I RAC] HANS. WI. SECOND NUM1111i10.11iS TO 181 SIDEWALK/CURB NUM81 R. s - ' , - '-• ' ..„, • ,::'.' ; , .. ..., • 7 Tr :, ,S- ‘., s..' C• . ,,_.., „, , ..- s.. .c.-) s..,,, ' T- -.• '''.• c, 0* ..', • ,--,• , `..c. .. , .••. .s.' . „., ._. -.' 7 ,„ „ ...:;:' ,...,- Q.:• !..." -.,:..c C.,-) C.? .--..' .0* .C.' ...••• :•-..- , , .:. ,,,,., ci' .„.: ,:, • ct, 0 j' C. , ,,. ._ ,..-„-• : , 0 ,,,. ,-.-' ,,-..- r,-- ' ' , ,- ,,,- , .,;:r „: „: . ('- ,..'...- N011-. APPROX. LILIAN lir IES NECESSARY 10 REMOVE AND CONST ROC 1 SIDEWAI K ANI) CURH , IMPROVEM1 Ni S. VERILY LOCATIONS WI ENGINEER 181011 TO REMOVAL_ ACT UAL ' ..C.• • (WAN] I I IES MAY VARY, PAYMENT Wil 1 BE BASED ON FIELD MEASUREMENT S. ROAD 51 Al 0E1. S.Y. L.F. TON L.E. I.E. I.E. LI S.Y. EACH r AC 0 EACH F. ACH 1 ACH EACH S.Y. S.Y. S.F. Comments 18 -33 E LINCOLN 34410 RI 9.3 11 7 11 16 1.3 18 -34 E LINCOLN 34490 LT 9.3 11 7 11 16 1.3 18 -35 E LINCOLN 341-90 RT 9.3 11 7 11 16 1.3 1. • 18 36 F. LINCOLN 38410 LT .1.3.0 17 1 17 27 13.0 2 8 RAMP SIDEWALK DOWN ON BOTH STREETS (8.3% MAX), PROVIDE LANDING AND INSTALL TRUNCATED DOMES 18 -37 E LINCOLN! 38+15 RI 13.0 17 1 17 27 13.0 7 8 RAMP SIDEWALK DOWN ON ROTH STREETS (8.3% MAXI, PROVIDE LANDING AND INSTALL TRUNCATED DOMES 18 -38 E LINCOLN 38475 1.1 16.0 16 1 16 24 18 -39 E LINCOLN 38475 RT 16.0 16 1 16 24 2 19 -4U E LINCOLN 4041.1S RI 8.0 1 8.0 REP .A .. . A AGE ' . ' A K 19 -41 E LINCOLN 42400 LT 16.0 16 1 16 24 2 INSTALL PEDESTRIAN CURB ON ONE SIDE 01 RAMP 19 -42 E LINCOLN 42400 RT 16.0 16 1 16 24 2 INSTALL PEDESTRIAN CURB ON ONE SIDE OF RAMP 19 -43 1 LINCOLN 42-4-50 LT 32.0 12 1 12 24 16.0 7 .. REPLACE . A 1AGED SIDEWALK 19 14 1 LINCOLN 47+50 RT 16.0 16 1 1.6 24 2 • • • . r • • • • 4. • Totals for this 0eet Totals 173.9 159 15 159 0 246 0 53.9 0 3 4 12 0 0 0 0 16 0 0 647.5 786 66 673 113 678 0 164.0 0 18 8 2S 0 0 0 74 16 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "E" #2379 COUNTY ENGINEER DATE: --• ..:• Pat) frt.'? .1",,*(jIAlt I SC,V.A.Aiii i?,?••111'N KiAit?.4;1? 0 ft 0 01. 1 (V:HMUi SIDEWALK, CURB & RAMP NOTES E. LINCOLN AVE SHEET 21 OF 35 .... • ••• . • 10+00 knoo 60' E. MARTIN LUTHER KING JR. BLVD. 511 12 • • .::••••; 12. • .................................. 52' WA WAWA'. V LEGEND FULL DEPTH PAVEMENT REMOVAL GRIND EXISTING PAVEMENT (0.10DEPTH) ADJUSTMENT NOTES 0 ADJUST MANHOLE LID TO GRADE €2, ADJUST VALVE BOX TO GRADE (3 ADJUST MONUMENT TO GRADE •;•,:::?' • • • •:;;L*7*********—LI,L****"*In REPLACEMENT NOTES e REMOVE EX. CB FRAME 6 GRATE. INSTALL NEW FRAME 4 GRATE CONSTRUCTION NOTES 11.01 FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT e,y 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. T. SIDEWALK/ CURD/ RAMP MODIFICATION, SEE SHEET 25 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "E" #23 79 PREPARED' UNDER THE DIRECTION OF: 0 7 7 F.:1\167 /74 ra: 9 , '\ PROJECT ENGINEER: RANDY SQUARE -BRIGGS DRAWN: CHECKED BY: D. KINCAID R. SQUARE -80665 t2EVISION1 E. M.L.K. JR. 13LVO, 8.0.P. TO 5TA. 20+00 SHEET 22 OF 35 Q: \Civil 3D projects\R City of Yakima 2014 Overlay \Schedule E \Schedule E_DWG TO PDF.dwg, MLK J., 3/11/2014 2:25:06 PM 21+00 E. MARTIN LUTHER KING JR. BLVD. REMOVE FLASHING DEACONS (7) • 22.00 51' ' 3 W. 47"14 ST. ••••••'.•;•....0 • A5 NEEDED TO REGRADE DRIVEWAY 3 27# 00 30' 26+00 LEGEND FULL DEPTH PAVEMENT REMOVAL GRIND EXISTING PAVEMENT (0.10DEPTH) 5 ADJUSTMENT NOTES ADJUST CATCH BASIN TO GRADE ADJUST MANHOLE LID TO GRADE et ADJUST VALVE BOX TO GRADE ADJUST JUNCTION BOX TO GRADE REPLACEMENT NOTES REMOVE EX. CB FRAME 4 &RATE. INSTALL NEW FRAME 4 GRATE 4DREMOVE EX. CB FRAME HOOD 4 GRATE. INSTALL NEW FRAME 4 GRATE ONLY CONSTRUCTION NOTES #'x#' FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. SIDEWALK/ CURB/ RAMP MODIFICATION, SEE SHEET 25 FOR DESCRIPTION 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "E" #2379 PREPARED' UNDER THE DIRECTION OF: 0 Y 116-,./ /74 ra: ...7/4/19 , '\ PROJECT ENGINEER: RANDY SQUARE -BRIGGS DRAWN: CHECKED BY: D. K INCAID R. SQUARE-MI665 REVISION1 ‘.. E. M.L.K. JR. 13LVO, .STA. 20+00 70 5 TA. 30+00 SHEET 23 OF 35 Q: \Civil 3D projects\R City of Yakima 2014 Overlay \Schedule E \Schedule E_DWG TO PDF.dwg, MLK_2, 3/11/2014 2:26:02 PM E. MARTIN LUTHER KING JR. BLVD. GROUP 2 CONSTRUCTION NOTES ff'xii' FULL DEPTH PAVEMENT REMOVAL, APPROXIMATE LOCATION AND PATCH SIZE. MINIMUM PATCH SIZE 15 6 FT BY 6 FT. VERIFY LOCATIONS WITH ENGINEER PRIOR TO REMOVAL. SIDEWALK/ CURB/ RAMP MODIFICATION, SEE SHEET 25 FOR DESCRIPTION REGRADE AND LOWER INTERSECTION REGRADE AND LOWER INTERSECTION LEGEND FULL DEPTH PAVEMENT REMOVAL GRIND EXISTING PAVEMENT (0.10DEPTH) ROADWAY EXCAVATION ADJUSTMENT NOTES ADJUST VALVE BOX TO GRADE e ADJUST MONUMENT TO GRADE REPLACEMENT NOTES REMOVE EX. CB FRAME t GRATE. INSTALL NEW FRAME GRATE 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "E" #2379 PREPARED' UNDER THE DIRECTION OF: 0 7 7 N /34 ...7/4/19 , '\ PROJECT ENGINEER: RANDY SQUARE -BRIGGS DRAWN: CHECKED BY: D. K INCAID R. SQUARE -80665 REVISION ‘.. E. M.L.K. JR. 13LVO, STA. 30+00 TO E.O.P. SHEET 24 OF 35 Q: \Civil 3D projects\R City of Yakima 2014 Overlay \Schedule E \Schedule E_DWG TO PDF.dwg, MLK_3, 3/11/2014 2:26:07 PM 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "E" #2379 COUNTY ENGINEER DATE • P.; gill (:1 If? schinm •rorici.Hs I.+ ILL:tiLII 1.1Y: ()1:1(N11111-'); 44 VP -4( iN SIDEWALK, CURB & RAMP NOTES E. MLK BLVD. SHEET 25 OF 35 SIDEWALK CURB & ,RAMP NOTES N.911: 1HL 1 His 1 NUMBER 0 1' "COM lit SIGNATION REFERS TO THE sHr FI NUMBIR OF I CON'IRAGI I'LANS, 1HE SECOND NUMIIIR 131 135 - TO THE SIDEWALK/CURB NUMBER . -9 . * A , S • ,•:_,' ..S. kL: sj (_.+ C' -9 ., q- ;."; .,,-:- (..) ,:„,• t... CJ '-e, (4., , , -I': • "'' ,;:i S (Z.,' (.., , „ , _ ..: _N- - --„, , , , , ,--z- - ...- 7' . "',. ".. (,..1) .• , '-.L- :' 7.-^ 0 NOTE: APPROX. QUANTITIES NECESSARY 10 REMOVE. AND CONS] RUC! SIDEWAl K AND CURB . ... , . IMPROVEMENTS. VI RIEY I OGAT IONS WI TIT ENGINEER PRIOR TO REMOVAL ArlI.JAI ,-... .. . „ QUANTITIES MAY VARY, PAYMENT WII 1 131 BASED ON 11E10 MEE ' 4.., ASUREMNTS. ROAD STATION 014. S.Y. L.E. ION L.E. L.E. L.F. L.F. S.Y. EACH EACH EACH EACH EACH EACH S.Y. 5.Y. S.F. Comments 77 1 E MI K 10+90 LT 12.0 12E1 16 REMOVE/REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSIALL DtTECTABI F WARNING SURFACE 72 .2 F MI K 1400 11 12.0 12.0 16 131 '0U14 PERPENDICULAR RAMP ('DIMON ONI Y AND INS I ALL DL IECI ABLE WARNING SURI ACI. 72 3 E MI.K 18+20 131 16.0 33 1 33 12 1 1 PUDLSrRIAN CURB ON ONE SIDE OF TYPE A RAMP, REPLACE DAMAGED CURB 22 -4 E MLK 18+20 RT 21.7 17 3 17 15.7 22 -5 E MLK 1.8+85 IT 75.7 14 3 25 12 6 1 8 REMOVE/REPOUR PERPENDICULAR RAMP PORTION ONLY AND INSTALL DEFECIABLE WARNING SURFACE 22 -6 E MLK 18+85 RT 25.7 17 3 17 1'3.7 1 REPLACE DAMAGED DRIVEWAY 23 -7 E MLK 20+50 RT 40.1 52 52 13.4 27 23 -8 1 MLK 27+25 LT 8 8 1 8 12 23 -9 E MLK 22+25 , RT 12.3 17 1 17 1 73 10 E MLK 22+65 RT 12.3 17 1 17 73 11 1 MI K 22+80 LT 8 8 1 8 12 23 12 E MLK 26+15 LT 16 16 1 16 24 . 2 23 -13 1 MLK 26+15 RT 29.9 37 3 32 1.2. 20.0 2 ,PEDESTRIAN CURB ON ONE 51010) TYPE A RAMP, REPLACE DAMAGED CURB 23 -14 1 MLK 26+65 LT 16 16 1 11' 24 . . REPLACE DAMAGED SIDEWALK 23 15 E MLK 76+65 RI 34.6 16 1 lb 24 18.6 2 . 23 '16 E MIK 77+25 LT 16 16 1 16 24 ,. 23 7 1 MI_K 27+75 RT 9.5 16 1 8 8 74 1.5 7 23 18 E MLK 79+40 LE 45.1 5 45.1 141 P14131 1/AN1A6 EEL SIDEWALK 74 10 E MLK 30+55 LT 20.0 16 1 16 24 4 24 20 E MLK 30+55 RT 16.0 16 1 16 742 . 74 -21 1 MLK 31+25 LT 27.7 16 3 16 74 6.7 2 24 27 1 MLK 31+25 RI 1/.4 16 1 113 74 14 7 . . 24 73 L MIK 34+60 LT 17.3 16 1 16 24 1.3 2 24 .24 1 MLK 3460 RT 16,7 16 1 8 8 24 0.7 2 24 25 [MLK 35+05 1.1 16 16 1 8 8 24 2 24 26 L. MLK 35+115 HT 16 16 1 8 8 24 2 74 -27 1 MLK 38+30 LT 20.7 92 1 92 24 4.2 2 RF:GRADE CURB 101OWER INTERSECTION 24 .28 E MLK 38+30 RE 19 99 1 90 13.0 REGRADE CURB TO LOWER INTERSECTION 74 29 E MI 11 38+90 (1 16 90 1 90 24 7 REGRADE CUR3 TO LOWER INTERSECTION 24 -30 E MI_K 38+90 RT 16.7 87 1 87 24 0.7 2 RE.GRADE CURB TO LOWER INTERSECTION . Totals for this sheet 575.7 791 39 589 213 444 0 196.5 0 0 8 36 0 0 27 0 40 0 0 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "E" #2379 COUNTY ENGINEER DATE • P.; gill (:1 If? schinm •rorici.Hs I.+ ILL:tiLII 1.1Y: ()1:1(N11111-'); 44 VP -4( iN SIDEWALK, CURB & RAMP NOTES E. MLK BLVD. SHEET 25 OF 35 END ROAD W'ORK 620-2 loVORK .... ‘•,,, /7 % • ..•:••• i•.:••• :,, ,Y.... ....',• W20 •• / 0/0 N 0 AU Ns /7''' ROAD :..., ( WORK .",..) ., j...' • WORK ,C) "1:'- °- 1 AHEAD ,,...:. ":.: AI lEAU .. ,„..cz „...$- , 7 .. , . W20- 1 W20- I ROAIJ WORK AI ILA ,7••• ROAD • .// APEN) ../7•• , ROAD «20)-1 IVORK Al I EA 0 „.7 e W20- 1 %, WORK lEAD ROAD e, WORK W20- I W20-1 6TH ST. )))))) ROAD N e wow, W20- 1 r..): WORK AHEAD W20-1 ROAD e WORK AHFAD 4"/ ROAD W20- 1 WORK AHEAD W20-1 S NalThes ve S Nache, 10 1 0 100' I 100' 100' 00 1 100' 100' f 100' -5 w ROAD WORK • AHEAD ,..... (Z.P.L.CE0 \ .• ), ROAD «20- `1 P;',,, VEN I '' :4WORK 1) )- 0 / W20-1 ,'/ /0/7 lir0) ,`,, W0-200IrALt;y,,, ')-,..,' W20-1 W71-1701 ROAD 7 WORK )5' \ ROAD \ W20-1 „" "\AIIE.Ay W20- I ROAD .4`. WORK AHEAD ""' / \ W70-1 wORK AIIEAOJ W20- 1 W20 -I 0/R AD k, WORK 7/0 AHLAD /ROAD AHEAD W20-1 R 0 WORK 2?; AHEAD «20-1 \ ROAD WORK ROAD W20-1 ()) WORK >.) ,NAHLAD/./. W20-1 .,"; ROAD WORK 101EAD ( W20-1 / ROAD/ (,), I.VORK AHEAD / ,--.., '\/' e•\, W20-1 , C Alil Ir.M,3/ W21-1701 0' !my ir roo' N fith St / ROAD WORK a AHEAD .)" , / "' \ ROAD W20-1 WORK s''') AHEAD / W20-1 / WORK \1 Ey W20-1 • ROAD WO?• AHEAD W20-1 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "E" 42379 P A 1)::?1::.' L. 1.')/Pf. ION OF: ,/ T 1\i())) I 1. • 7-77•7:7) 7 /7 /77.7); 70/77/17))7* )76). 7/47,77 • bk7776 7:7 , ... ..... ..:.. .. . . ........ P.L. 'A 1177f. I r) IF (VE 0 177' I, i))7711) 1 6 77t..),..1)11)))6 b.)));()))') 1 4))? V i))))))),))i•• • - — 6) ' 7.2 (26 TTTJ'A Tr) -71/1, T: 6 OH T?OL TA A SHEET 26 OF 35 / ROAD \*, / WORK ,••••••••---••-•,•••••••,.. A H EAC01 ENO • ROAD WORK 620-2 * \/ W20-1 200' E MLK • • \ WORK z, AhlEAD/ W20- I 100' R0' D\ K W20-1 iE Linc.olo AY 100' • 100' - 1- C., z 7 .G'•\ / ROAD WORK f.) iEAC ,•;" W20 -I E. LINCOLN AVE 100 7— 71" 100' 7 WORK W20 71- 1 00' ROC , • \s, WCRK ti_AD W20-1 / ROAD WORK \\READ VV26 -1 100' E lincOln ye 00' 1 -a z ROAD N. AHEAD YV 20 100' / ROAL, WORK W70-1 / W8-200 i 00M WORK \ Cyr' W20-1 E MLK Blvd RoAD \ WORK ••", AHEAD / W20 -I ROAD le,`ORK ; \AHEAD \ , W20-1 W20-1 ROAD r‘'ORK A 1,AD VV20- RCA() \ oORK • •*.t.. W20-1 BOAC WORK AREA W20-1 / OD \ WORK • 4/ AHEAD W20- W20- W20-1 W20-1 ROAD '•VORK AHEAD/ W20-1 • WORK ,A AHEAD 4,44- W20-1 E. MARTIN LUTHER KING JR. BLVD. •/, ROAD 0••• .0 WORK \44AltEAD,,/ W20-1 ROAD 'r RK / W20 - W20-1 ROAD WORK AHEAD W20-1 ROAD W'ORK AHEAD W20-1 r END 11,„.......ROAD WORK , 620-2 ;00' 100' 100' E MLK Blvd 100' 200' z1 z 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "E" #2379 • .• • t.tr r 5•`..1jA,1:71E-5.5.55 W5-2001 WORK A HE W20-1 • / BOAC • 'WORK W20-1 •• MAC ''...., \• / AViE4C,,0* W20- ROAD WORK AHEAD W20-1 W20 -I SHEET 27 OF 35 96:51:30 AM 7 2 • INSTALL - 7 AHEL)jI111 R3-17aP INSTALL NE R3-17 (r) S. 6TH STREET INSTALL rp Pc F. lAsli P3-17 P3-17bP 10425 r NSTALL (15i.S.E_LASI R3- o CHANNEL_ IZAT-ION NOTES 0 PAINTED DOUBLE CENTER LINE 0 PAINTED WIDE LINE ® PLASTIC STOP LINE 0 PLASTIC CROSSWALK LINE ® PLASTIC TRAFFIC ARROW 0 PAINTED EDGE LINE 0 PAINTED SKIP CENTER LINE PLASTIC- BICYCLE LANE SYMBOL FACE OF CURD ACE OF CURD 8' 22.00 23.00 NE 5TA. 20+00 • CN 25 2 INSTALL ko:KE LAN EI R3- 17 ACE OF CURD 5. a' I REVISION: -CHANNEL1ZATION 15 REVISED FROM PACIFIC AVE. TO E. CHE5INUT ST. TO PROVIDE 8PARALLEL PARKING LANE5, 5' 5/CYCLE LANES ANO ±12' TRAFFIC LANES 40 40 50 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "E" #23 79 A IFLF) T.) hi:21-.7 C170 JJ • \I • • 1 0 SP.;555 ?A LlCE-D Sr! 60LiA - g.r.26(35 t1A / IV (-7- OH , t, , • 0 0 SHEET 28 OF 35 7h400 S. 6TH STREET INSTALL 44. LAEJ• -17 4; IKJ R3-17 FACE OF CURD E. SPPUCE -FACE OF CURD 41.00 rpIKE R5-17 12' , 42.00 E. WALNUT ST. FACE OF CUQD FACE OF CuRD INSTALL R3- FlaP FACE OF CURD --FACE OF CURD INSTALL F(.. t54!)J R3-17 R3-17bP a' I CHANNELIZATION NOTES PAINTED DOUBLE CENTER LINE () PAINTED WIDE LINE (0 PLASTIC 5 TOP LINE O PLASTIC CROSSWALK LINE 0 PLASTIC TRAFFIC ARROW 0 PAINTED EDGE LINE 0 PAINTED SKIP CENTER LINE o PLASTIC ICYCLE LANE STME3OL O PLASTIC WIDE LINE -12" 40 0 40 F. CHESTNUT ST 50.00 60 40, 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "E" #23 79 c OF: • r•-* / . .j SHEET 29 OF 35 t 00 bbrO0 71.0C FACE OF CURD FACE OF Cu Le) LLJ 74s00 I 0 N. 6TH STREET 57100 b CHANNEL /ZA rioi NO PAINTED DOUBLE CENTER LINE PANTEP WIPE LINE PLASTIC STOP LINE PLASTIC TRAFFIC ARROW PAINTED SKIP CENTER LINE PLASTIC WIPE LINE -I2" -FACE OF CURD -FACE OF CURB 79,00 h'3.00 -ACE OF cu -FACE OF CURD 64. 0 0 barn° tk. 64* 0 69.00 LINCOLN AVE 0 0 50+00 40 0 11 I 0 0 0 LU L.] NO PAVEMENT MARKING NORTH OF G 5T, 40 b0 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "E" #23 79 E ir P . 0 0 SHEET 30 OF 35 3 • E. LINCOLN AVE. N. 2ND ST LU -4 16.00 CHANNELIZATION 1‘,I0TE5 PAINTED LANE LINE PAINTED POUDLE CENTER LINE f)) PAINTED WIPE LINE PLASTIC, STOP LINE () PLASTIC TRAFFIC ARROW () PAINTED EDGE LINE (2) PLASTIC BICYCLE LANE SYMBOL 0 WIPE POTTED LANE LINE (1) PAINTEP POTTED EXTENSION LINE PLASTIC WE LINE -I2" 516/V1N/6 NOTES ELOGATE I&N TO BACK OF WALK 40 0 40 80 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "E" #2379 1 f0 OF: ,tv! T. -:k": j (12 / • ; • SHEET 31 OF 35 E. LINCOLN AVE. 2b. 2b,00 29FC0 33,00 340L, CI-MNINJEL IZATION N10 TE 5 0 PAINTED LANE LINE PAINTED DOUBLE CENTER LINE PAINTED WIDE LINE 0 PLASTIC, 'TCP LINE 0 PLASTIC TRAFFIC ARROW ()i PAINTED EDGE LINE @) PLASTIC BICYCLE LANE SYMBOL 0 PAINTED DOTTED EXTENSION LINE 5IGNIN6 tJ0TE5 [ARELOCATE SIGN TO BACK OF WALK 40 0 40 60 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE 1- n #237 1 7 ION OP: 7 M A . 1'1%1C A . 4 0 r SHEET 32 OF 35 00) F. 7, 41.00 42.00 E. LINCOLN AVE. 43000 44 CHANNL-7--: ZATION) NJ07E5 O PAINTED LANE LINE O PAINTED WIDE LINE 0 PLASTIC STOP LINE ® PLASTIC TRAFFIC ARROW 0 PAINTED EDGE LINE 16,99 40 0 40 50 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "E" #2379 i9•9:::999•9:19-99. ;999999* 999999 k•-•9•-•• -959•999j95 ...799.9 +99: • '999 9.79 9979. : 4.6'6 • R . • SHEET 33 OF 35 E. MARTIN LUTHER KING JR. BLVD. CHANNELIZATION NOTES 0 PAINTED LANE LINE PAINTED WIDE LINE le PLASTIC STOP LINE ® PLASTIC TRAFFIC ARROW (1) PLASTIC CROSSWALK 03 PAINTED EDGE LINE 0 PLASTIC WIDE LINE -I2" 40 0 40 50 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "E" #23 79 ?EPA k ;1-,) LiiDE FRON OF: co L. T F= rr Peajlz ir 1..? A kV Y L* A k.55 5(75 P'RA P k1CAJ2 QtZ Vi5i0°Z 1 • O c“Er (Z' t5 ,`.5Qf055 PA VFW.. ki 1 E M 115 L r.; Tr) TA 2 0. 0 SHEET 34 OF 35 a ACHES 31.00 o ' 27.00 N. NACHES 32.00 E. MARTIN LUTHER KING JR. BLVD. 2a.oc) 33.00 CHANINELIZATION1 NOTES PAINTED LANE LINE PAINTED WIDE LINE PLASTIC STOP LINE ® PLASTIC TRAFFIC ARROW (9 PAINTED EDGE LINE PLASTIC 1-AFFIC LETTER >LU- -44 -J 39.CC 40 0 40 80 2014 CITYWIDE STREET RESURFACING PROJECT SCHEDULE "E" # 2.3 79 ;[. rJ'-T.101\1 ,iff: cif/ iff.„i-i• sr. .1.11\i(7; [...71,./k Ag. ifs VAff\kf . . ; A If:: SHEET 35 OF 35 CITY OF riliralA 2014 SEWER REHABILITATION PROJECT #2381 SCHEDULE F" VICINIJT MAP 1 iL4t <I t.711 tf.11 %cll.Ile pp.e J— V Qs. rL ri1:4,CRr.9gr. rn Ct el .1 t V) rc: t- ._ __ > .(', a1 .c. ,...-) ,t _.it Zi I LI Pr -'d l '-' ) li 7., 01 T 1 til c -- 1 si I 1°7;.f 419g. g ..• • ..• .. Lii, ..• .f..1 0,........., i ... 0 .0°Vr 0102.; 1 .. aL•I I cr 74 --:., 0, ..• - :s..1 0AV iltig4.: c; '! 01 i] . , I V. ] .4... i ..• ..• < i . : ___ Ave LC) ... ._.__ ._ ,.., .. L %- c ,,,- > ',/ --''. Ian 1...), > 44TH AND TIETON LOCATION oi 'i. .. .lin. , n_...t if: r....; ...... Cir s) ,,, . > .... LPL .., • _c. 1- :•• '.') 40TH AND NOD HILL LOCATION q 1-.- .r ...r. k i-- rb k - sb rt 4TH AND NO HILL LOCATION tr,11..C>.1.Y..........1 — p W Nob -Y•j- Hill lvdoh , Ic..awlen Pi , 1 < rcch Am ..: Clinton Wy ,c, ..01 ‘.t. '1 (N. '4 W St > < Pr o ‘ri •r. ,>, v ‘- .f..-.) -4- 36TH AND NOb HILLLOGATIO bbserstb [1- Viocent _E 1 /,' Pr Q,,, c.11 0 r en rn C.1i n 1 06 Y, . v c. vv Pra4ct .A,e c < ,r.-- -- _ ___Glin_f_Qr. W y L. y ,,f, 1-.. C.c]rcl A./ * <. reI sr, .-T-1 n7 VI L.Iin.t.9.c... ' 5 <Coro', 43 1- Ave, 'clic. , c_S;Lc.1..._Iiie ,• V, ..)Ja Ct _r; \- _..... W . Or P1 1,/k.lear, Pr .4; "•••••••••• , 36Th Ave „ ,r n Sus,on Ave ‘11 y . "....:V.: • ve _V.i w ..Av .. > <,) Li in Ave< --1 <r. ---1 cv .. .r. a5,1- ie_vie re 0 < r C' . - .4 - ' '; .1-1 H , I, .,, , ' 1_ eLira ._....- 1 W LO . A _r1,.e.g...:.•! ..t) ri,1 Vv L ckgor, A e w i n ,,e_c;_n •7, .: St _ • ,I e -‘,.0 > < •e W Loon c > <W I , I °I n .,1v c > P ..i Lo INDEX SHEET I SHEET 2 SHEET 3 SHEET 4 5HEET 5 COVER SHEET: INDEX AND VI TY MAP SUMMARY OF QUANTITIES AND NOTES 45TH C Ni HILL 44TH t TIETON, 36TH t NOD HILL, C 34TH t NOD HILL DETAILS LEGEND Dock of Pitch back of Walk errn-existing Dot. of Ditch -existing CL -New Road ,L -Existing Rood urb DID -existing Edge of Oil Existing R/W Fence -barbed Fence -Board Fence_Chain Gas Grape Line Guardrail Gutter Hop Line Irrigation New Edge of Road Anchor bench Mork Catch basin Control Point DID -Inlet PIP -Manhole Gas -Meter Gas -Valve Grape -Pole Hedge High Water Hop Pole invert Elev. New HMA area — . • — „ 0 0 CD MN Me Er 0.0 Irrig.-Dlow irrig.-Purnp Irrig.-5tandpipe irrig.-5prinkler Irrig.-Volve Mailbox Orchard Power-Jbox Power -Panel Power -Pole Property Corner Riprap Rockery Oil Power-Aeriar Pnwer-Underground Property LIne Railroad Tracks p/W Smut try Sewer 5ech1ert Line -Approx. Section Line-ararfer Section Line-5ixteenth Shoulder-exisfMg 5feam Storm Proin Telephone -Aerial Telephone -Underground Television -Aerial TeIevision-Underground Toe -existing Water New Cement Concrete 5idewalk/Driveway 5an.-Proinfield Tele.-Pedistal A Dan .-Manhole rec.-Pole -9- 5an.-5eptic Tele. -Vault -M- Dection Corner Tree-Con. Service Pole 0 Tree -Pec. a) S hrub Tv-Cabox Wi Sign JL Water -Faucet 5torm-Manhole ..- Wafer -Fire Hyd, -�- ream Barb c, Water -Meter EH Stream Dill c=c-,.;=oci Water -Valve 0 S treet Light c:1-3:( Wafer-Wel/ 0 Durfoce Inlet 0 Wafer Surface 7 -etc. -Manhole TMIH Yard Light • '.• Existing Pipe to 7c7C tsstss,b. be Removed Ps.S APPROVED FOR CONSTRUCTION CITY OF YAKIMA: DATE: 1 2014 CITYWIDE SEWER REHABILITATION PROJECT SCHEDULE "F" #23&I COUNTY ENGINEER PATE: ,‘ PROJECT ENGINEER: brE PRAWN; CHECKED 13Y: 1,".'/NCA,147 P.7. I. OC.tAln. COVER 5HEET INDEX, VICINITY MAP AND LEGEND SHEET 1 OF 5 C..‘Ciril 3D r.roleci‘RR ON of Yakima 2311 Overlay Schedule Pciitlk SCHEDULE F -SUMMARY OF QUANTITIES ITEM NO ITEM DESCRIPTION UNITS NOB HILL BLVD TIETON DR. NOB HILL BLVD NOB HILL BLVD TOTAL Q TY 48th Ave. to 461.11 Ave 45th Ave. to 44th Ave 36th Ave. to 34th Ave 34th A'e. to 34rd Ave. GROUP 1 GROUP 2 GROUP 3 GROUP 4 PREP ' - ' TION BI DON LS..S L,S LS, LS 2 REMOVING REMO'4NSASPHALTPAMENT S Y 480 40 30 30 580 3 REMOVING CEMENT CONC SID . S Y 15 20 15 15 65 4 REMO\1NGCEMENTCONCRETECURB LE. 20 30 15 15 80 5 SAWCUT PAVEMENT L F. 505 60 80 75 720 6 REMOV1NBPIPE LF 100 55 30 30 215 7 ABANDONAND FILL TING PIPE L F. 340 0 0 340 SANT ' 'Y S ER 8 PVC SANFIARY SEWER PIPE 8 IN D 3 L F 425 55 30 30 540 BIN PVC OUTSIDE DROP EACN 0 1 1 0 2 10 CONNECTION TO ESTtNG r HOLE EACH 2 2 2 1 7 11 SIDESEWERCONNECTION EACH EACH 1 2 0 0 0 0 0 0 1 2 12 MANHOLE 48 IN DIAM TYPE 1 13 FJNTAININGSEWAGEFLOW LS. LS LS LS L.S. 1 SURFACING 14 CRUSHED SURFACING BASE COURSE TON 50 5 5 15 CRUSHED SURFACING TOP COURSE TON 2 4 2 2 10 HOT MIXASPHALT 16 HMACL ?2 IN PG64-28 TON 170 20 10 20 220 T' . FIC 17 CEMENT CONC TRPFFiC CURB AND GUTTER L F. 20 30 15 15 80 18 PROJECITEMPORARYTRPFFICCONTROL LS LS LS LS LS OTHER tTEMS 19 STURCTURE EXCAVATION CLASSBINCL HAUL C.Y. 500 60 20 30 610 20 SHORINGOREXTRAEXCAVATIONCLASSB SE 4050 550 150 250 5000 21 REMOVALAND REPLACEMENT OF UNS'JITBLE MATENLAL. C.Y. 50 10 5 5 70 22 BANK RUN GRAVEL FOR TRENCH BACKFILL C Y. 375 45 15 25 460 , CEMENT CONC SIDEWALK S.Y. 15 5 15 15 50 24 CEMENT CONC DRIVEWAY ENTRANCE TYPE 1 S.Y 0 15 0 0 15 25 ROADWAY SURVEYING LS L.S.S L LS L. S L S. 1 26 PROPERTY RESTORATION EST, EST. EST EST. EST 27 MINOR CHANGE CALC CALC CALC CALC CALC. 1 PROJECT CONTROL: 1) ALL COORDINATES ARE IN WA STATE PLANE SOUTH, VERTICAL DATUM NAVD BB. 2) DA515 OF HEARING AND COORDINATES: PROJECT COORDINATES BASED UPON OCCUPATION OF SURROUNDING SECTION CORNERS WITH A TRIMDLE Rb RECEIVER CONNECTED VIA CELLULAR NETWORK FOR CORRECTIONS. 3) SURVEY EQUIPMENT: TRIMDLE Rb GPS RECEIVER WITH A T5C2 DATA COLLECTOR AND CELLULAR MODEM. GENERAL NOTE& I) UTILITIE5 SHOWN ON PLANS ARE EASED ON THE 13E5T INFORMATION AVAILABLE AND ARE APPROXIMATE ONLY. THE CONTRACTOR 5HALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES AND AGREES TO DE RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT DE OCCASIONED BY THE CONTRACTORS FAILURE TO LOCATE AND PRESERVE ALL UNDERGROUND UTILITIES. 2) CALLOUTS REFERRING TO W5POT STANDARD SPECIFICATIONS 5HALL MEAN TO REFER TO WSPOT STANDARD SPECIFICATIONS FOR ROAD, DODGE, AND MUNICIPAL CONSTRUCTION, 2014. 2014 CITYWIDE SEWER REHABILITATION PROJECT SCHEDULE "F" #238 I PROJECT ENGINEER: WO5L1?7" LOCHMLLE? PRAWN: CHECKED BY: KPIGA LOCHMILLE12 VISION; 5UMMARY OF QUANTITIE5 NOTE5 SHEET 2 OF 5 Z014 Overlayt5thecluie Pit 31) riraiticisIRR City of Ya UPON INSTALLATION OF NEW 5" SANITARY SEWER TO EAST, INCLUDING TIE-IN AT MH#4, GROUT CONNECTION TO EXISTING MANHOLE THROUGH EXISTING 5" SEWER PENETRATION AND MATCH INVERT EMOVE EX. coNCErE PIPE A ECESSARY TO NSTALL NEW ANITARY SEWER LINE NOB HILL BLVD. REMOVE AND REPLACE EX. CURD AND SIDEWALK TO EXISTING EXPANSION JOINT A5 NECESSARY TO INSTALL SANITARY SEWER LINE REMOVE EX. CONCRETE PIPE AS NECESSARY TO INSTALL NEW SANITARY SEWER LINE PROTECT EX. CATCH BASIN E PIPE STA 0+22 TO STA 4+55 ABANDON - - AND FILL EX. SANITARY SEWER LINE PROTECT EX, CATCH BASIN E PIPE OVE PAVEMENT TO URD AND GUTTER 0 AT SEWER ANORECONNECT TO NEW 5.' SANITARY SEWER PER YAKIMA CITY STD. PLAN 455 0 5 • H#1 (EX.) AW —SAW SAW SAW MH#2 (NEW) +00 2+00 A -SAW 5A SAW SAW N 9 '06"E 0 0 0 0 0 HMA TRENCH PATCH (TYP.) SEE DETAIL 3+00 H43 (NEW) 4+00 -MH#4 (EX.) 5+00 2014 CITYWIDE SEWER REHABILITATION PROJECT SCHEDULE "F" #238 I PREPARED UNDER THE DIRECTION OF: • • 5 130P STA 0+00.00 456573.7244 E 1622214.5440 SEWER FLOW RATE: PEAK FLOW: 60 GPM (7 AM -9 AM) AVERAGE: 35 GPM MH41 EXi5I1NE, 55M1-1 STA = 0122.57, -23,22 L RIM = x1145..30 !E N. IN.1139.45 (5" EX. GONO.) 10 W, (5" EX. ;ONC.) !E 0, OLJT.I 139.45 (5" EX. CONIC.) -REMOVE 1 E E, OUT- I 139,45 (5" PVC) UPON INSTALLATION OF NEW 5" SANITARY SEWER TO WEST, INCLUDING TIE. -IN AT MH# I, GROUT CONNECTION TO EXISTING MANHOLE THROUGH EXISTING 5" SEWER PENETRATION AND MATCH INVERT NOTES: 1) MANHOLE TYPE I PER YAKIMA STD PLAN 51 AND W5DOT STD PLAN 5-15.20-01 AND 5-30.90-01 2) OREINTATION FOR ACCESS AND 5TEP5 SHALL BE OVER THE DOWNSTREAM PIPE OF EACH NEW MANHOLE. 3) MANHOLE CIRCULAR FRAME5 AND LIDS PER DETAIL 4) PIPE ZONE BEDDING AND BACKFILL PER DETAIL ON SHEET 5 5) ADJUST NEW AND EXISTING MANHOLES TO GRADE PER YAKIMA STD PLAN 53 6) REPLACE REMOVED OR DAMAGED SIDEWALK PER YAKIMA STD PLAN R5 Mkit2 45" (7)1A MANHOLE TYPE STA _= -25 00 -15 15 _ RIM - t 1145 40 E W, N=1139 15 (8' PVC) IE 3, OUT= 13,C5 (5" FVC) M9143 48" DIA, MANHOLE TYPE 1 STA 3+80.00 -17.64 L PIM - +1145.50 10 W, iN-1138.34 (8" PVC) 1E E. OUT -11_36.24 (5" PVC) EOP STA = 5+00.00 N , 456575.3647 E 1522714.5225 40 0 40 80 MH (14 EXISTING S5MH STA 4.57.50, -21.52 QiM :3 W. 1N-1137.95 (0" EX. CONC.) -123MOVE 10 15, 1N-1137.95 (5" PVC) IE E. OUT -1137.95 (5" EX. CONC.) EXISTING: FIDE OPTICS (DEPTH UNKNOWN} — — — — ISTiNG S1SNAL G (DE.PTH UNKNOWN) --- Ex:STINE) SloPM (APPDX. LOCATIC/N) 2 50 5" PVC 5-0 WATER LINE (DEPTH UNKNOWN) 99 LE 5" PV::: 5.0.29% EXISTING GAS (DEPTH UNKNOWN) 94 LF 8" PVC. 5-0 30% 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00 3+25 3+50 3+75 4+00 4+25 4+50 PROJECT ENGINEER: ROBERT LOCHMILLE;7 D. WW.0/1i0 R. LOCHMiLLEP CHECKEP BY: PRAWN: E V1510h14 N0E3 HILL LVD. AND 48TH AVE SHEET 3 OF 5 Id SEWER, 212F/20117: 1" 3 2014 CITYWIDE SEWER REHABILITATION PROJECT SCHEDULE "F" 4238 I PREPARED UNDER THE DIRECTION OF: COTUE: ,NTYEN, G fN ,,-EER r)A PROJECT ENGINEER: ET OC_HMQL.E.e. RA WN: K;NCAli) VISION - E 44TH $ TIETON, 3677-1 $ NOB HILL, $ 34TH $ NOE, HILL SHEET 4 OF 5 0 Anvil 30 trojectitiAR City of Yakima 2014 Overlay;Scheituie FADESIGN‘2331 DF3 Lu > < S. 36TH AVE. •LOCATE ', OGATE EX. B" CONG. 5ANITARY SEWER LINE AT BACK OF WALK, SAWCUT EXISTING PIPE, VERIFY/MATCH I.E. AND CONNECT WITH SEWER CLAMP COUPLING (ROMAG INDUSTRIES) EX. 8" CONC. SANITARY SEWER LINE AT BACK OF WALK, SAWCUT EXISTING PIPE, VERIFY/MATCH I.E. AND CONNECT WITH SEWER CLAMP COUPLING (ROMAC INDUSTRIES) HMA TRENCH PATCH (TYP.) SEE DETAIL REPAVE DRIVEWAY WITH 0.3' HMA • ' • : 41: •:, . ;<!- • • . • . , * ' PROTECT EX. RETAINING WALL t FENCE x %- , ,.... „ 4) cn iri u_ z! 0 • 1- • in a Lu b o I • .• ' • REMOVE EX. 8" CONCRETE PIPE AND OUTSIDE DROP, I STALL NEW 8" PVC SANITARY SEWER LINE AT SAME ALIGNMENT AND PROFILE INSTALL NEW OUTSIDE DROP PER DETAIL. GROUT CONNECTION TO MANHOLE THROUGH EXISTING SEWER PENETRATION AND MATCH INVERT. HMA TREPAVE PARKINGRENCH PATCH (TYP.) LOT WITH 0.3' HMA ! ;•' ::::i4,',,'••1:: SEE DETAIL _ ' , „ XX ° •7. ,... , 1. • cm o . • . a a 11! < • . , i• -, HMA TRENCH SEE DETAIL RESTORE LANDSCAPING PROTECT EX. FENGE - PATCH (TYP.) REPAVE DRIVEWAY : , -• .1 1- > . a • 1 REMOVE AND REPLACE EX. CURES AND DRIVEWAY TO EXISTING EXPANSION JOINT AS NECESSARY TO INSTALL SANITARY SEWER LINE. INSTALL IS' WIDE DRIVEWAY TYPE I . REMOVE AND REPLACE EX. CURD AND SIDEWALK TO EXISTING EXPANSION JOINT AS NECESSARY TO INSTALL SANITARY SEWER LINE 1-° : • “ u -i LL • o in Lu in r- 44 . :,- * PEMOVE EX. 8" CONCRETE PIPE AND OUTSIDE DROP. INSTALL NEW_ 8" PVC SANITARY SEWER LINE AT SAME ALIGNMENT AND PROFILE. INSTALL NEW OUTSIDE DROP PER DETAIL . GROUT CONNECTIONS TO MANHOLE THROUGH EXI5TING SEWER PENETRATIONS AND MATCH MATCH INVERTS. :;, - ... ! . Pr, .••••• ... .., ' REMOVE EX. 8" CONCRETE PIPE, INSTALL NEW 8" PVC SANITARY SEWER LINE AT SAME ALIGNMENT AND PR.OFILE. GROUT CONNECTION TO MANHOLE THROUGH EXISTING SEWER PENETRATION ANDMATCH INVERT • it WITH 0.3' HMA PEXISTING RETAININ6 WALL. CONTRACTOR SHALL DETERMINE MEANS AND METHODS OF INSTALLING NEW ci. X o . .. . a a LLJ„ S. :„. 44TH AVE. SEWER AVERAGE: FLOW 40 . . , , S. 33RD AVE. RATE: 10 GPM 0 40 80 LOGATE Ex & coo, 5ANITARY SEWER LINE AT LINE UNDERNEATH THE EXI TI RETAINNO WALL. BACK OF WALK, SAWCUT EXISTING PIPE, VERIFY/MATCH I.E. AND CONNECT WITH SEWER CLAMP COUPLING (ROMAC NPUSTRIES) REMOVE AND REPLACE EX. CURB AND SIDEWALK TO EXISTING EXPANSION JOINT A5 NECESSARY TO INSTALL SANITARY SEWER LINE COORDINATE WITH POWER COMPANY TO SUPPORT POLE DURING WORK 5EWER FLOW RATE: AVERAGE: 10 GPM 40 0 40 80 SEWER FLOW RATE: AVERAGE: 20 GPM 40 0 40 80 1-I •-1 t 1 1 EXISTING SSMH PIM - t 1179.75 EXISTING OSMH RIM < 11;51.13 IE W, IN=1141.46 (10' E.X. CONC.) IE E, OUT -I 140.56 (10" EX. CONC.) IE N. IN -1145.54 (511 EX.1 - REMOVE IE N, 1N-1141.49 (6" EX. CONC.) - REMOVE IE N, IN -1145.54 5'' PVC W/OUTSIDE DROP) '(4 .49 EXISTING .55MI-i ±47.96: RIM = 1 i IE 5, OUT -1165.05 (5” EX, CONC.) IE E, N- 6505 (5" EX. CONC.) - REMOVE IE El, IN -1169.94 (8" E.X. CONC.) - REMOVE 1E- N, NP 6994 (8" PVC W/OUTSIDE DROP) -1168.05 -----,— = 1135.1 . ----- IE k IN-85(i0EXCONC.) , - 1" . .) IE EOJT- 138.53 00EXCONC 115.) IE N, - IL. 8.35 (5" EX - REMOVE , - II IE NIN=38.35 (8" PVC) rt — --- GAS PIPE -•• .- CONCUll FOR (DEPTi•I ,*" ILLUMINATION UNKNOWN) (DEPTUNKNOWN) H . • Q --------EXISTING WATER. LINE (0E_PTH UNKNOWN) 15T. • " F " 8" EX. CDNC. " 02NDLIIT FCR • u,--II.t.uMINATION . (DEPTH UNKNOWN) ••••• EXISTING STORM (APPDX. LOCATION) ±30 11. PVC EXISTING NTCRM (APROX. LOCATIC ) C,ONIDU1T rok ,• 0--------i LLUMI NATION (.2EPTH UNKNOWN) ±0 LF 8" PVC CONNECT •.t MATCH I.E. CONNECT tI MATCH I.E. — CONNECT t MATCH I.E. 2014 CITYWIDE SEWER REHABILITATION PROJECT SCHEDULE "F" 4238 I PREPARED UNDER THE DIRECTION OF: COTUE: ,NTYEN, G fN ,,-EER r)A PROJECT ENGINEER: ET OC_HMQL.E.e. RA WN: K;NCAli) VISION - E 44TH $ TIETON, 3677-1 $ NOB HILL, $ 34TH $ NOE, HILL SHEET 4 OF 5 0 Anvil 30 trojectitiAR City of Yakima 2014 Overlay;Scheituie FADESIGN‘2331 DF3 111 SPECIAL CORED PiC,RHOLE FOP MULTIPLE PICKING OPTIONS (1) LO/J& CAM --- (OFF OF TAIL) /-1.1 RECESSED LETTERING* = (GARAMOND FONT) PLAN VIEW ,our X I" 5=LOTTED HOLES (4( PLACE5 31 1/4" I (2RECESSED LETIERING• (GARAMOUD FONT) A TRAFFIC (CUSTOM L060 1 1/2' REOESSFD Le riEfING• (GAPAMON) FOOT) COVER SECTION AA 2c Our 9i16" FRAME SECTION A -A SEWER CAST GASKET eROOVE FCR NEOPRENE GASKET COVER SECTION B -B NIELPREIJE GASKET (INSTALLED DURING ASSEMSLY; HINGE & GASKET VIEW LOCKING VIEW HOLE FRkME & COVER NTS SAFETY CATCH AT 90= FRAME SECTION B -B REMOVAL AT 120' TRAFFIC HINGE POSITONS DIRECTION EXISTING PAVEMENT - DEPTH VARIES l' MIN. OR LIMITS 4OWN ON THE PLANS REMOVAL E REPLACEMENT OF UNSUITABLE MATERIAL, PER THE DIRECTION OF THE ENGINEER. SEE DETAIL TRENCH PATCHING " 6'' HMA CL, I/2" PG 64-2B EXCAVATION PAYMENT LINE PIPE I. —15" N. OR LIMITS SHOWN ON THE PLANS BANK RUN GRAVEL FOR TRENCH BACKFILL OR C.S.B.C. CRUSHED SURFACING TOP COURSE SHALL BE USED FOR PIPE ZONE BEDDING CAL TRENCH SECTION AND TRENCH PATCH NTS 1 112 " CLASS ASPHALT CLASS 3000 18- "MINIMLiNf". CEMENT CONCRETE 9" RISER — CONTROL DENSITY FILL STAINLESS STEEL _ STRAP AND FITTINGS (T) SLOPE TO MANHOLE PVC CROSS STAINLESS STEEL STRAP ANC FITTINGS CONTROL DENSITY FILL STAINLESS STEEL STRAP AND FITTINGS NOTES: 1. PIPE USED FOR DROP SHALL BE 8" PVC. FINISHED TRADE APPROVED SEWER CLEANOUT FRAME & COVER PIPE TO BE CUT FLUSH AND GROUTED WAT ERTIGHT FLEXIBLE GASKET A LOK OR EQUAL WATERTIGHT FLEXIBLE GASKET A•LOK OR EQUAL FLOW 2 BACKFILL OF STRUCTURES, MANHOLES AND DROP -PIPES SHALL BE IN ACCORDANCE WITH SECTION 2-09 OF THE WSDOT STANDARD SPECIFICATION AND BE BACKFILLED IN 24" LIFTS AND THEN COMPACTED UTILIZING CSTC MATERIAL NOT TO EXCEED 5/8" IN SIZE. 3. SEE PLANS FOR PIPE INVERTS. 4. STAINLESS STEEL STRAPPING SHALL CONSIST OF STAINLESS UNISTRUT WITH UNISTRUT AROUND PIPE OR STAINLESS STEEL U -BOLT, FLAT WASHERS, AND HEX NUTS OR AS APPROVED BY THE CITY ENGINEER. VERTICAL SPACING SHALL NOT EXCEED 36" BETWEEN SUPPORTS. OUTSIDE DROP DETAIL NTS 2014 CITYWIDE SEWER REHABILITATION PROJECT SCHEDULE "F" #238 I • PREPARED UNDER THE PICT/ON OF: COUNTY ENG/NEEP DATE: • 1 PROJECT ENGINEER: ?OEL OCHMIL LEP DRAWN: CHECKED SY: L. kIkZ,Ahr7 LOCHMiLLEW REV1510N. PETAIL5 SHEET 5 OF 5