HomeMy WebLinkAbout01/06/2009 08 "H" Street Fruitvale Canal Wasteway ReportBUSINESS OF THE CITY COUNCIL
YAKIMA, WASHINGTON
AGENDA STATEMENT
Item No.
For Meeting of January 6, 2009
ITEM TITLE: Report on H Street Fruitvale Canal Wasteway 6th Ave to 9th St.
SUBMITTED BY: David Brown, Water/Irrigation Manager
CONTACT PERSON/TELEPHONE: David Brown, 575-6204
SUMMARY EXPLANATION:
The attached preliminary design report relates to the piping of the Fruitvale Canal
Wasteway. The Wasteway begins at 10th Ave and Willow, at the end of the Fruitvale
Canal. The Wasteway is piped from 10th Ave. and Willow to 6th Ave. and Willow, the
Wasteway is then mostly open ditch to approximately 9th St and "H" St. The planning costs
represented in the report are for minimal cover over the pipe. Included in this report are
preliminary construction cost estimates for piping the Wasteway, these estimates are
broken up into three phases.
To provide pedestrian pathway improvements to the approximately 4,600 feet of open
canal the cost is about $4,100,000, please see the Project Summary completed by
Huibregtse Louman Associates for the Federal Stimulus Package.
With respect to maintenance of the facility, over the past several years the Irrigation
Division has been repairing the fence, cleaning trash and debris, and cut brush and trees
in an effort to maintain and improve the aesthetics of the wasteway. The fencing itself
presents a maintenance problem in that absent its removal, equipment cannot access the
ditch for cleaning operations.
Resolution Ordinance Other (Specify) Staff Report
Contract Mail to (name and address):
Phone:
Funding Source
APPROVED FOR SUBMITTAL:
City Mana
STAFF RECOMMENDATION:Accept report
COUNCIL ACTION:
Jurisdiction:
Contact Person:
Project Title:
Association of Washington Cities
FEDERAL STIMULUS PACKAGE
PROJECT SUMMARY
City of Yakima
Dave Brown, Water/Irrigation Division Manager
2301 Fruitvale Boulevard
Yakima, WA 98902
Phone: (509) 575-6204
Fruitvale Canal Pipeline and
Pedestrian Pathway Improvements
Total Cost and Size of Project:
•
Federal Stimulus Requested:
Estimated Number of Jobs:
Permit Status:
Project Readiness:
$4,100,000
Through piping improvements, this project removes
an existing open, deep canal that runs approximately
4,600 linear feet through the center of the City, and
provides for improved pedestrian safety and mobility.
$3,600,000
100-150 Jobs.
This project improves access and frontage to
commercial, industrial, and residential properties; and
correlates with the City of Yakima regional effort
toward improving hundreds of acres of commercial
and industrial property adjacent to Interstate 82.
Additionally, this project continues a primary regional
pathway through the City center, linking the east and
west sides of Yakima.
No permits are required for this project, unless
specifically required by potential funding.
This project could advertise for bids within 4-6 months"
pending receipt of funding. A preliminary design
study for canal improvements was completed in May
2008 including topographic survey, utility research,
and preliminary design.
City of Yakima
• Fruitvale Canal Improvements Study
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TABLE OF CONTENTS
Page No.
EXECUTIVE SUMMARY 2
PURPOSE AND SCOPE OF STUDY 2
RECOMMENDED IMPROVEMENTS..._., 2
ESTIMATED PROJECT COSTS 2
SECTION 1 — INTRODUCTION 4
1.1 BACKGROUND 4
1.2 SCOPE AND AUTHORIZATION 4
SECTION 2 — GOALS AND DESIGN CRITERIA 6
2.1 GOALS 6
2.2 DESIGN CRITERIA 6
SECTION 3 — EVALUATION AND PROPOSED IMPROVEMENTS 8
3.1 PIPE SIZE AND TYPE 8
3.2 ACCESS STRUCTURE TYPE AND LOCATIONS 8
3.3 STORM DRAIN CONNECTIONS 8
3.4 CONCRETE SIDE SLOPE PANEL REMOVALS 9
3.5 BRIDGE SPAN REMOVALS 9
3.6 UTILITY COORDINATION 9
3.7 PROPOSED IMPROVEMENTS 9
3.8 PHASING PROPOSAL 10
SECTION 4 — PROJECT COST ESTIMATE 11
4.1 COST ESTIMATING CRITERIA 11
4.2 COST ESTIMATE 11
APPENDIX — Vicinity Map — Project Limits
Existing Condition Photos
Existing Topography Drawings of Project Limits
G:\PROJECTS\2008108030\Fruitvale Study Report doc
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Fruitvale Canal Improvements Study
EXECUTIVE SUMMARY
PURPOSE AND SCOPE OF STUDY
This report presents the results of a preliminary design study for the piping a major portion of
the City of Yakima's Fruitvale Canal located between North 6th Avenue and North 7th Street. An
investigation was conducted for the purpose of developing recommendations for design and
construction, and was done in accordance with the direction of the City of Yakima's
Water/Irrigation Department.
The project limits was surveyed and photographed to determine all physical constraints that
would need to be addressed in the recommended design. Utility crossings and connections,
both private and public, were noted and included in our design. Results of the field
investigations were analyzed to develop recommendations for the proposed piping of the canal.
Field topography and specific under crossing details are presented in the Appendix.
This report has been prepared to summarize the information obtained during this study and to
present our conclusions and recommendations based on the proposed construction and the
conditions encountered. Design assumptions and a discussion of physical constraints and
constructability are included in the report.
RECOMMENDED IMPROVEMENTS
The results of our analysis have brought us to the following conclusions and recommendations.
• Construct a single 42" diameter pipe line with a capacity of approximately 60 cfs to
replace the existing open canal.
• Construct a new flow control structure at the Old Union Ditch diversion at the east end of
the project with new weir gates, trash rack(s) and security fencing.
• Provide access structures at regular intervals for maintenance of the pipeline.
• Remove all existing street, alley, and sidewalk spans and replace with backfill and
roadway restoration.
• Restore storm drainage connections to current storm drainage design standards or
relocate to new retention locations.
• Backfill new pipeline to minimum cover requirements and hydroseed.
• Remove chain link fence except along private properties.
• Postpone piping the BNSF property until more favorable requirements can be negotiated
with BNSF.
ESTIMATED PROJECT COSTS
After determining the overall estimated costs for the entire project, it is recommended the
project be divided into three phases of construction. A summary of estimated capital costs for
each phase of construction is provided in Table ES.1.
G \PROJECTS\2008\08030\Fruitvale Study Report doc 2
Table ES. 1 Summary of Estimated Project Costs
Fruitvale Canal Improvements
City of Yakima
Construction Phase Estimated Project Costs (1)
Phase 1 — N. 6th Ave. to BNSF Property
Phase 2 — N. Front St. to N. 7th St.
Phase 3 — BNSF Property Only
$ 757,333
$1,282,590
$1,216,885
Note:
(1) Capital costs include a 25% contingency, engineering and construction administration at 25%, an 8.1% tax
cost, and escalation factor.
G 1PP,OJECTSl2OD8iJ8030',Frur;vale STUCIV Reportaoc 3
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Section 1
INTRODUCTION
1.1 BACKGROUND
The Fruitvale Canal Improvement Preliminary Design study includes engineering services to
review, recommend, and oversee improvements to one of the City of Yakima's major irrigation
canals. When originally constructed in the early 1900's, the Fruitvale Canal was an open
irrigation canal originating at its diversion from the Naches River. The canal was routed
southeasterly along Powerhouse Road, then east along Lincoln Avenue to a point where its
flows dropped through a small power plant before continuing northeasterly to Willow Street and
then east to where it out falls to the Yakima River. Various canal systems along this route divert
their share of water from the Fruitvale Canal. Near the intersection of N. 10th Avenue and
Willow Street, a portion of the Old Union Canal joins what flow is left in the Fruitvale Canal.
From this point the majority of the flow in the Fruitvale Canal consists of a portion of the Old
Union Canal estimated at 7 cfs and the remaining flow being ground water infiltration into
various storm drain systems connected to the Old Union Canal estimated to be 36 cfs.
The section of Fruitvale Canal involved in this study is the last major open canal section. Other
portions of this canal system have been piped and pedestrian pathways constructed over the
canal right-of-way. The canal crosses under seventeen separate concrete bridge spans and
four timber railroad bridge spans. In addition there are several locations east of N. 1st Street,
where concrete sidewalk slabs span the canal. There are two utility pipelines believed to be
General 308 Irrigation System lines that cross aerially over the open canal between N. 4th
Avenue and N. 6th Avenue. Most all other utility crossings were found to be attached to the
street or alley bridge structures. The canal right-of-way is fenced all around with chain-link
fence except where the canal crosses Burlington Northern Santa Fe Railroad property.
A major overhead transmission and distribution power line is located within the canal way. An
abandoned railroad spur line is adjacent to the canal right-of-way from N. Front Street to N. 7th
Street.
The existing canal is an open ditch with cast -in-place concrete sidewall panels lining the canal
for its entire length. The condition of the concrete canal lining panels varies from intact and in-
place to completely failed and falling into the bottom of canal, or in some cases completely
missing. It is approximated 60% to 70% of the concrete side panels have failed. The entire
length of the canal's bottom is covered with rock and sediment to varying depths. Grass, weed
and tree root intrusions, tires, and other debris can be observed all along the canal.
Concrete bridge spans at City streets, alleys, and sidewalks vary in the size and type of each
span. This study does not include any inspection and/or analysis of the structural condition and
capacity of each structure.
Existing storm drain lines found to outlet to the canal at six locations will need to be a
consideration in the piping design.
1.2 SCOPE AND AUTHORIZATION
The scope of this improvement study deals with the section of Fruitvale Canal from N. 6th
Avenue to N. 7th Street. The major contemplated improvement for the Fruitvale Canal is to pipe
and backfill the open canal from N. 6th Avenue to N. 7th Street. In an effort to provide an efficient
and safe irrigation canal system, the City initiated the preparation of a Fruitvale Canal
G•v.PROJECTS12008\08030VFruitvale Study Report.doc 4
Improvement Preliminary Design Study. Huibregtse, Louman Associates, Inc. (HLA) was
requested to prepare this design study, which included the following tasks:
• Project development meetings and coordination with the City
• Field investigations and data collection
• Recommended Construction Methods and Materials
• Development of implementation schedule and costs.
Several planning level assumptions were made during the study, and are documented in the
report. Should future conditions deviate from the assumptions stated in this report, revisions
and adjustments to the report recommendations would likely be necessary.
G:\PROJECT•S,2008108030\Fruitva!e Stud Report.doc 5
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CITY OF YAKIMA
WATER & IRRIGATION DEPARTMENT
FRUITVALE CANAL IMPROVEMENTS
STUDY
Prepared by:
Huibregtse, Louman Associates, Inc.
♦ CIVIL ENGINEERING • LAND SURVEYING • PLANNING
801 North 39th Avenue •Yokimo, WA 98902
(509) 966-7000 ♦ FAX (509) 965-3800
Gene Soules, PE
HLA Project No. 08030
2301 Fruitvale Blvd. Phone (509) 576-6480
Yakima, WA 98902 Fax (509) 575-6187
MAY 2008
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Section 2
GOALS AND DESIGN CRITERIA
To meet the City's desire to pipe the irrigation canal the following initial design goals and criteria
were used to determine the preliminary design.
2.1 GOALS
The major goals of this canal piping project are:
• Provide piping to replace the open canal with an equivalent flow capacity.
• Provide good maintenance access features.
• Minimize debris, sediment, and tree root intrusions which may restrict flow.
• Eliminate the need for structural street, sidewalk and alleys bridge spans over the canal
and their maintenance and inspection costs.
• Reduce the City's liability risk for an open canal.
• Design improvements to be compatible with developing a pedestrian pathway in the
future possibly connecting to the Greenway Pathway.
2.2 DESIGN CRITERIA
Maintenance considerations to be included in our design criteria are:
• Access ports for cleaning should be installed at a maximum of 600 feet spacing.
• Access ports need to be located where Vac -truck equipments can easily access.
• Access ports should provide sump for sediment catchment during operation and
cleaning.
• Provide access structures for trash rack cleaning and flow regulation at N. 7th Street.
Construction considerations to be included in our design criteria are:
• Clearance over canal piping shall be 1 foot minimum to finish rigid pavement grade.
• Clearance over canal piping shall be 1 foot minimum to bottom of flexible pavement
grade.
• Removal of concrete sidewall panels will be necessary to place new piping west of N.
Front Street and some damaged panels east of N. Front Street.
• Remove all spans across the canal and replace with backfill and appropriate surfacing.
• Removal of major arterial bridge decks shall require major traffic control.
G \PROJ_CTS a0B'38O30\Fru iaale Study R.epor'.doc 6
• Piping across BNSF property will require removal of four timber bridge structures. The
structures will be replaced with structural concrete beams over the new pipe. This work
will require some staging to keep trains moving.
• Concrete work should avoid the colder winter temperatures.
Timing and scheduling consideration to be included in our design criteria are:
• Work shall be done during the off -irrigation season, generally between October and
March.
• Depending on available funding, completion of the total project may take several winters.
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Section 3
EVALUATION AND PROPOSED IMPROVEMENTS
3.1 PIPE SIZE AND TYPE
In determining the recommended pipe material and diameter, it was necessary to first determine
the existing maximum flow rates. Through discussions with the City Irrigation and Waste Water
Divisions, flows in the Fruitvale Canal at N. 6th Avenue were determined to be largely from storm
water system infiltration and around 7 cfs from the Old Union Canal. Using measurements of
the high water mark (taken at the pipe discharging to the Fruitvale Canal at the upstream end of
this study), the average hydraulic grade line and pipe roughness factor, the calculated flows are
around 47 cfs. A single 42" diameter pipe will provide a flow capacity of approximately 60 cfs,
allowing for 6" of silt in the bottom of the pipe opening.
The field investigation found six locations within the project limits where existing storm drain
flows discharge to the Fruitvale Canal. After discussions with the City's Waste Water Division, it
was decided these flows will be allowed to discharge to the new canal pipeline. Some form of
pretreatment of these flows may be necessary. Determination of the method and design for any
pretreatment is outside the scope of this study.
The types of pipe considered in this design study were High Density Polyethylene (HDPE),
corrugated PE, and corrugated PVC. Corrugated metal pipe or concrete pipe were not
considered due to the problem with joints not being water or silt tight as is the plastic pipes. The
corrugated PVC pipe has the advantage of being stronger and stiffer than the corrugated PE
pipe and has a thinner wall thickness, but is not available in 42" diameter. HDPE pipe provides
the best infiltration and exfiltration performance with joints being completely fused in the field.
HDPE takes specialized equipment and certified contractors for installation. Also because of its
thick shell thickness HDPE has less inside diameter and therefore less conveyance capacity
compared to the corrugated PE pipe. The additional effort in installation, material cost, and
reduced conveyance capacity eliminates HDPE from further consideration. It is recommended
corrugated PE pipe be used to construct the new canal pipeline.
3.2 ACCESS STRUCTURE TYPE AND LOCATIONS
Two types of access structures were considered to provide maintenance at regular intervals
along the piping project. The first type is a traffic bearing precast concrete vault with 24"
diameter man access opening. The height of the vault would match the finish backfill grade
over the pipeline and at the bottom provide a 1 foot deep sump for sediment capture and
removal. The other type of access structure considered was a 42" diameter tee installed in the
pipeline and a 42" riser extended to a reinforced concrete slab with a manhole casting at
finished grade. Both types of structures would be traffic bearing and provide sufficient access
for a vac -truck cleaning equipment. The vault structure would allow man access to the bottom
of vault where the tee type of structure would not. The tee structure would be Tess expensive to
construct. If not cost prohibitive, it is recommended to use concrete vault access structures.
3.3 STORM DRAIN CONNECTIONS
110 At the direction of the Waste Water Division all existing storm drain connections will be
connected to the new canal pipeline. It is recommended some type of pretreatment or
G=:\PROJEC`S\2OOFtiO8O3O\-ruitvale Study Report.doc 8
screening be included at the storm drainage source to prevent debris being directed to the new
pipeline.
3.4 CONCRETE SIDE SLOPE PANEL REMOVAL
A Targe percentage of the existing concrete side slope panels have deteriorated and slid or
fallen over into the bottom the open canal. In order to properly construct the new pipeline these
concrete panels should be removed and disposed of. This is particularly true in the canal west
of N. Front Street where the canal bottom is narrower than is east of N. Front Street. Where
panels are in good condition, are not displaced and do not interfere with the installation of the
new canal piping, it is recommended they be left in-place to save costs.
3.5 BRIDGE SPAN REMOVALS
In most cases where the existing canal crosses under a street, alley, or concrete sidewalk
spans, the concrete side slope panels exist. In a majority of these crossings the deteriorated
condition of the concrete panels would require their removal in order to place the new pipeline.
Limited room under most of these structures preclude the use any conventional power
equipment for their removal. Manual removal of these concrete panels, pipe bedding
excavation, placement of the pipeline, and the backfilling and compaction would be very difficult
and costly.
It is recommended each street, alley and sidewalk span be removed and the new pipeline
installed using conventional equipment and methods. This would better ensure the proper
placement of the pipeline and would eliminate these traffic and pedestrian bearing structures
from the City's inventory. The streets, alleys, and sidewalks would be repaired to City
construction standards.
3.6 UTILITY COORDINATION
The project will involve coordination with both public and private utilities including the City of
Yakima Water and Irrigation and Waste Water Departments, Cascade Natural Gas, Pacific
Power, and Burlington Northern Santa Fe Railroad. There are six existing irrigation pipelines
that cross aerially over the new canal pipeline. Construction of the new canal pipeline is
anticipated to be during winter shutdown so any adjustments or relocation of these lines should
not be a problem. As discussed earlier, there are several storm drains that will be connected to
the new canal pipeline. No problems with these connections are assumed. Temporary or
permanent relocations of the gas company's lines will be coordinated per the City's franchise
agreements. There is a major transmission power pole line all along and adjacent to the new
canal pipeline. There may be need for the power company to provide support of their poles
while work is being done near them.
3.7 PROPOSED IMPROVEMENTS
Based on the design and evaluation criteria discussed in Sections 2 and 3, the following
improvements are recommended.
• Construct a single 42" diameter pipe line with a capacity of approximately 60 cfs to
replace the existing open canal.
G:\PROJECTS\2008108030\Fruitvale Study Report.doc 2
• Construct a new flow control structure at the Old Union Ditch diversion at the east end of
the project with new weir gates, trash rack(s) and security fencing.
• Provide access structures at regular intervals for maintenance of the pipeline.
• Remove all existing street, alley, and sidewalk spans and replace with backfill and
roadway restoration.
• Restore storm drainage connections to current storm drainage design standards or
relocate to new retention locations.
• Backfill new pipeline to minimum cover requirements and hydroseed.
• Remove chain link fence except along private properties.
• Postpone piping the BNSF property until more favorable requirements can be negotiated
with BNSF.
3.8 PHASING OF IMPROVEMENTS
In discussions with the various divisions of the City involved in the recommended improvements
there is a lack of available funding sources at least in the near future to contemplate the
completion of the entire project in one contract.
It is assumed as funding becomes available, these improvements will be done in multiple
phases. It would be recommended the work begin at N. 6th Avenue and progress easterly to N.
7th Street. That portion of canal crossing the Burlington Northern Santa Fe Railroad property
would not be piped until such time it becomes a priority with the City.
G:\PROJECTS\2008\08030\Fruitvale Stud}' Report.doc 10
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Section 4
PROJECT COST ESTIMATE
4.1 COST ESTIMATING CRITERIA
The cost estimates presented in this study are opinions developed from previous construction
bid tabulations, information from material suppliers, and experience on other projects. The
estimates were prepared to allow budgeting and project phasing, and to allow evaluation of
customer rates and funding participation from various divisions in the City.
4.2 COST ESTIMATE
Estimated project costs are presented in Table 4.1. Costs are summarized for each proposed
phase of work and show the total project costs for construction, engineering and administration,
taxes, contingency, and escalation.
Table 4.1 Preliminary Cost Estimate
City of Yakima
Fruitvale Canal Improvements
Phase 1
Phase 2
Phase 3
(6th Ave to BNSF)
(BNSF to 7th St.)
(BNSF Crossing)
Items
Total
Total
Total
$1,460,300
Mobilization
$40,800
$69,000
$65,500
Project Temporary Traffic Control
$20,000
$25,000
$20,000
Remove Existing Fence
$8,750
$12,000
$0
Concrete Liner Removal
$30,000
$40,500
$4,750
Remove Exist 60" RCP
$1,000
$0
$0
Concrete Structure Removal (Alleys)
$0
$8,000
$0
Concrete Sidewalk Removal
$4,125
$0
$0
Timber Canal Cover Removal
$0
$0
$1,300
Concrete Bridge Removal
$36,750
$99,000
$0
Timber Bridge Removal
$0
$0
$100,000
BNSF Labor, Permits, Material, etc Costs
$0
$0
$480,000
Unclassified Excavation Including Haul
$5,500
$8,500
$1,500
PE Pipe, 42 In. Diam.
$174,900
$300,300
$37,400
Select Backfill
$30,000
$81,250
$5,000
Storm Drain Connection
$600
$3,000
$0
Access Manhole/Vault
$24,000
$30,000
$0
Cement Concrete Curb and Gutter
$3,850
$8,400
$0
Cement Concrete Sidewalk
$1,300
$10,400
$0
Asphalt Roadway Repair
$16,900
$44,200
$0
Concrete Roadway Repair
$42,500
$0
$0
Hydroseeding
$2,400
$1,600
$0
Weir Gates
$0
$8,000
$0
Chain Link Fence, 6 ft high w/gate
$0
$2,800
$0
Trash Rack
$0
$2,400
$0
Minor Change
$5,000
$5,000
$5,000
Subtotal $448,375
$759,350
$720,450
Contingency 25%
$112,094
$189,838
$180,113
Sales Tax 8.1%
$45,398
$76,884
$72,946
Engineering and Administration 25%
$151,467
$256,518
$243,377
ESTIMATED PROJECT COST
$757,300
$1,282,600
$1,216,900
PROPOSED CONSTRUCTION
2008-2009
2009-2010
2014-2015
ESCALATION
0%
- 5%
20%
TOTAL ESTIMATE PROJECT COST
$757,300
$1,346,700
$1,460,300
GAPROJECTS'200808030\Fruitvale Study Repori.doc 11
APPENDIX
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• PROJECT LIMITS
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VICINITY MAP
CITY OF YAKIMA
WATER & IRRIGATION DEPARTMENT
FRU!TVALE CANAL IMPROVEMENTS
HLA PROJECT NO. 08030
•
N. 6TH AVE. TO N. 4TH AVE.
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1
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N. 4TH AVE. TO N. 1ST AVE.
•
2
•
BNSF PROPERTY TO N. FRONT ST.
3
• • •
N. FRONT ST. TO N. 1ST ST.
4
•
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N. IST ST. TO N. 2ND ST.
5
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N. 2ND ST. TO N. 3RD ST.
6
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N. 3RD ST. TO N. NACHES AVE.
7
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N. NACHES AVE. TO N. 7TH ST.
8
• • •
OLD UNION DITCH DIVERSION AT N. 7TH ST.
9
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VICINITY MAP
NOT TO SCALE
LEGEND
EXISTING FEATURES NEW FEATURES
CONDUITS
FENCE
GAS LINE
SANITARY SEWER
DOMESTIC WATER
STORM DRAIN
OVERHEAD POWER
IRRIGATION
TREE
UTILITY POLE
MANHOLE
ORYWELL
CATCH BASIN
FIRE HYDRANT
WATER VALVE
WATER BLOWOFF
SPLICE BOX
STREET LIGHT
WATER METER
DATUM ELEVATION
11114‘`4 Hulbregtse, Louman Associates, Inco
✓ CIVIL ENGINEERING • LAND SURVEYING • PLANNING .
801 North 39th Avenue rrYakima, WA 98902
(509) 966-7000 t• FAX (509) 965-3800
FRUITVALE CANAL
IMPROVEME ITS
HLA JOB No. 08030
AY 2008
SHEET 1
SHEET 2
SHEET 3
SHEET 4
SHEET 5
SHEET 6
SHEET 7
SHEET 8
SHEET 9
SHEET 10
SHEET 11
SHEET INDEX
COVER SHEET
PLAN AND PROFILE B.O.P. - 6+00
PLAN AND PROFILE 6+00 - 11+00
PLAN AND PROFILE 11+00 - 16+00
PLAN AND PROFILE 16+00 - 21+00
PLAN AND PROFILE 21+00 - 26+00
PLAN AND PROFILE 26+00 - 31+00
PLAN AND PROFILE 31+00 - 36+00
PLAN AND PROFILE 36+00 - 41+00
PLAN AND PROFILE 41+00 - 46+00
PLAN AND PROFILE 46+00 - E.O.P.
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FRUITVALE CANAL
IMPROVEMENTS
REVISION
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ENTERED BY: AJH
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PROFILE: RCPRFO10.dwg
CITY OF YAKIMA
FRUITVALE CANAL
IMPROVEMENTS
REVISION
DATE
DESIGNED BY: GWS
ENTERED BY: AJH
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CIVIL ENGINEERING • LAND SURVEYING • PLANNING
801 North 39th Avenue +Yakima, WA 98902
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CITY OF YAKIMA
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CIVIL ENGINEERING • LAND SURVEYING • PLANNING
801 North 39th Avenue ',Yakima, WA 98902
(509) 966-7000 FAX (509) 965-3800
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SUEJECT TO
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JOB NUMBER:
08030
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FILE NAMES:
DRAWING: SHEETS.dwg
PLAN: 08030.dwg
PROFILE: RCPRF010.dwg
CITY OF YAKIMA
FRUITVALE CANAL
IMPROVEMENTS
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AJH
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CITY OF YAKIMA
FRUITVALE CANAL
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Hulbregtse, Lotman Associates, Inc.
7-47' CIVIL ENGINEERING • LAND SURVEYING • PLANNING
801 North 39th Avenue *Yakima, WA 98902
(509) 966-7000 FAX (509) 965-3800
JOB NUMBER:
08030
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SUEJECT 7'0
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NIEVDSEION
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REVISION
DATE
DATE:
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41+00
2-22-08
FILE NAMES:
DRAWNG: SHEETS.dwg
PLAN: 08030.dwg
PROFILE: RCPRF010.dwg
DESIGNED BY:
ENTERED BY:
GWS
AJH
CITY OF YAKIMA
FRUITVALE CANAL
IMPROVEMENTS
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Huibregtse, Louman Associates, Inc.
CIVIL ENGINEERING • LAND SURVEYING • PLANNING
801 North 39th Avenue +Yakima, WA 98902
(509) 966-7000 .1. FAX (509) 965-3800
SUZJECT TO
KalAY
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JOB NUMBER: DATE:
08030 2-22-08
FILE NAMES:
DRAWING: SHEETS.dwg
PLAN: 08030.dwg
PROFILE: RCPRF002.dwg
CITY OF YAKIMA
FRUITVALE CANAL
IMPROVEMENTS
REVISION
DATE
DESIGNED BY: GWS
ENTERED BY: AJH
PLAN AND PROFILE STA. 41+00 TO 46+00
SHEET
10
OF
X
JOB NUMBER:
08030
CIVIL ENGINEERING • LAND SURVEYING • PLANNING
801 North 39th Avenue a Yakima, WA 98902
(509) 966-7000 . FAX (509) 965-3800
PJ ll _ LIVLI
SUBJECT TOO
EMMY
REVISDON
DATE:
2-22-08
FILE NAMES:
DRAWING: SHEETS.dwg
PLAN: 08030.dwg
PROFILE: RCPRF010.dwg
DESIGNED BY: GWS
ENTERED BY: AJH
CITY OF YAKIMA
FRUITVALE CANAL
IMPROVEMENTS
PLAN AND PROFILE STA. 46+00 TO E.O.P.