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HomeMy WebLinkAbout12/04/2018 10 Lions Pool; Franklin Pool; Potential Pool at MLK Jr. ParkBUSINESS OF THE CITY COUNCIL YAKIMA, WASHINGTON AGENDA STATEMENT 1 Item No. 10. For Meeting of: December 4, 2018 ITEM TITLE: Discuss capital facility needs and feasibility study for Lions and Franklin pools and a possible new outdoor pool at MLK Jr. Park SUBMITTED BY: Scott Schafer, Director of Public Works Ken Wilkinson, Parks and Recreation Manager 575-6416 SUMMARY EXPLANATION: At the November 13, 2018 City Council meeting, City Council requested a capital facility needs assessment and feasibility study for Lions and Franklin Pools and for the proposed Martin Luther King Jr. Park Community Swimming Pool. The estimate for all three feasibility studies is expected to be no more than $120,000. Lions Pool A capital facility needs assessment was completed for Lions Pool in 2015 by the swimming pool consulting firm of Counsilman — Hunsaker. Counsilman — Hunsaker is nationally recognized for their expertise in aquatics facilities. The cost of the assessment was $20,000. Attached is the Swimming Pool Assessment and Facility Audit Agreement. Since the capital facility needs assessment, staff has already taken steps to address the recommended improvements to Lions Pool. The two most significant recommended improvements were to replace the pool filtration/sanitation system and the dehumidification equipment. In 2016, the engineering design work for the new filtration and sanitation system was completed by Perteet Inc. and Counsilman — Hunsaker. Attached is the agreement the City had with Perteet Inc for $45,000 as well as the renovations for the pool filtration replacement. This project is ready to go out for bid when the time comes to actually replace the system. The dehumidification system was quoted at $80,000. This capital project will need to be budgeted when funds are available. Another recommended improvement was the refurbishment or replacement of the movable bulkhead. Staff had this originally evaluated in 2013 by Aquatic Specialty Services. The estimated cost was $49,000. The quote has been attached. Franklin Pool 2 A capital facility needs assessment for Franklin Pool is estimated at $25,000 to $30,000 according to Counsilman — Hunsaker. MLK Jr. Park Pool A Feasibility Study from Counsilman — Hunsaker for the proposed Martin Luther King Jr. Park Community Outdoor Swimming Pool was presented to City Council in July of 2018. The cost for the study was not to exceed $35,000 and is attached for review. It was at this time that City Council did not approval in proceeding with the Feasibility Study. Since that time, an update in the cost of the proposal will be needed. Estimated cost for the updated Feasibility Study is $45,000. Included within the proposal for the Martin Luther King Jr. Park Community Outdoor Pool Feasibility Study was to identify three possible schematic designs for the community outdoor pool, estimated cost to construct each of the designs and estimated operational cost for the pool. ITEM BUDGETED: No STRATEGIC PRIORITY: Neighborhood and Community Building APPROVED FOR SUBMITTAL: STAFF RECOMMENDATION: BOARD/COMMITTEE RECOMMENDATION: ATTACHMENTS: Description Upload Date d Lions Pod Assessment - Counsilman - Hunsaker 11/21/2018 Lions Pool Facility Audit proposal - Counsilman - Hunsaker 11/19/2018 Agreement with Perteet, Inc.,design engineering - Li s 11/192018 Pool filtration and sanitation system Lions Pod renovation specifications and drawings - pool 11/19/2018 filtration replacement Lions Pod movable bulkhead refurbishment estimate 11/19/2018 Feasibility Study proposal - nsilman - Hunsaker - 11/19/2018 Martin Luther King Jr. Park unity Swimming Pool Type Backup Material Backup Material Backup Material Backup Material Backup Material Backup Material 3 Swimming Pool Assessment Lions Indoor Pool 509 West Pine St. Yakima, WA kiLU Counsilman • Hunsaker AQUATICS FOR LIFE April 22nd, 2015 Denver • St. Louis • Los Angeles 314.894.1245 ■ www,chh2o.corn 10733 Sunset Office Drive • Suite 400 • St. Louis, MO 63127 4 Table of Contents Cover Letter 3 Executive Summary 5 Pool Items ............................................ 10 PoolDeck Items..............................#......................................a.,,,..,.3,,.,.....aa 23 PoolMechanical Items...,,,,..a...........................,,,,,........,,...................... 36 Conclusion 54 Opinion of Probable Cost 57 Lions Indoor Pool Swimming Pool Assessment April 22"d, 2015 2 5 April 22, 2015 Mr. Ken Wilkinson Parks & Recreation Manager 2301 Fruitvale Blvd. Yakima, WA 98902 RE: Lions Indoor Pool Swimming Pool Assessment Ken, The following report was prepared after a site visit on April 22, 2015 to the existing Indoor Aquatic Center at 509 West Pine Street in Yakima, WA. Conditions were evaluated and interviews were conducted with personnel who were familiar with the construction and operation of the facility. Field notes, meeting minutes, and photographs were utilized to prepare assessments, preliminary recommendations, and opinions to complete the scope of services outlined in the agreement between the City of Yakima and Counsilman-Hunsaker. Goals of the Facility Audit: • Review the aquatic center for deficiencies with regard to current local health code, federal law, and industry standards. • Prepare specific commentary on any necessary repairs, replacement or restoration of the swimming pool systems, including identification of issues requiring further intensive evaluation and analysis. • Prepare a general commentary on support spaces including the equipment areas. Recommend priority of renovation or replacement of aquatic center systems, (i.e., immediate, remedial, and/or long range, etc.). Provide an Opinion of Probable Construction Cost for any modifications, replacements and/or additions required for the aquatic center. Lions Indoor Pool Swimming Pool Assessment April 22nd, 2015 3 6 Should you have any questions or need additional information, please do not hesitate to call or email me at (310) 579-6731 or michaelmorehai chh2o,com. Respectfully submitted, COUNSILMAN-HUNSAKER Michael Morehart Project Engineer Lions Indoor Pool Swimming Pool Assessment April 22nd, 2015 4 7 Executive Summary Counsilman-Hunsaker completed a site visit on April 22, 2015 to the existing Lions Pool Indoor Aquatic Center in Yakima, WA. This facility consists of an Indoor 6 -Lane Stretch Competition Pool that is also utilized for instructional and recreational swimming. In addition to the pool the necessary support spaces such as locker rooms, pool and building mechanical, storage and administrative areas are provided. The facility was originally constructed in 1972 and was an open air structure. Facility Staff reported that the Lions Pool facility was covered during the non -summer swim season with a temporary cover. During the summer months the cover was removed and the pool was exposed to the environment. In 1985 the Lions Pool Facility was renovated and a permanent roof structure was installed. Both the 1972 Construction Documents as well as 1985 Renovation Plans were provided for review. The purpose of the aquatic facility audit is to identify conditions that are substandard in the pool; identify items not to current industry swimming pool design standards or codes; identify equipment that is not functional or not operating as designed; and to assist in defining a course of action regarding any necessary updates, repairs, or modifications to the pool or pool systems. In addition, an opinion of probable construction cost is provided for recommended repairs and/or updates that would serve to improve the operation of the pool and bring the pools up to current industry swimming pool design standards. This report with detailed analyses is based on the staff interviews, the visual observations during the site visit, and information provided by staff in the form of both the original 1972 Construction Documents as well as 1985 facility renovation drawings and specifications. Lions Indoor Pool Swimming Pool Assessment April 22nd, 2015 5 8 General Pool Information and Summary of Deficiencies Pool Pool Size = 112'-6" x 44'-0" (From 1972 Construction Drawings) Surface Area = 4,950 SF (From '72 CDs) Perimeter = 313' (From '72 CDs) Depth Range = 12'-0" to 3'-0" (From '72 CDs) Volume = 214,820 Gallons (28,719 C.F.) (From '72 CDs) Turnover Rate (TR) = 6 HRS (Stated by facility staff) • 6 hours or less WA State Code Requirement Flowrate = 597 GPM (Calculated, based on assumption that TR is exactly 6 HRS) Concrete pool shell with rubber paint finish and tile lane lines Fully recessed concrete gutter for perimeter overflow system CO2 (pH Buffer) Calcium Hypochlorite (Sanitizer) Diatomaceous Earth filtration system The following list summarizes modification priorities idetttified in the report divided into categories of immediate items, short terra(0 - 5' Year) items, long term (5' - 10 Year) items, and energy saving (Anytime) items. The list does not identify every priority item noted in the red Immediate 1. Replace all c posed mechanical rtaom riMing with Sell; 80 PVC 2 Add a contrasting tile band at the #-6" depth contour 3. Replace existing main drains sumps and covers with VG c Cilie system 4. repaint all depth markers and warning signs. Add additional depth; markers and 'v\rarning' signs wherever needed to comply with Washington State Code 5. Replace all corroding and missing escutcheon plates 6. Permanently anchor the existing pool lift to the deck at the shallow end 7. Fill in and repair all areas of the pool decks where water is pending, rcbar rig or cracks have formed -- 8. Replace all missing/broken tiles on pool shell -- 9. Replace the caulking for the expansion joints between the deck slabs with chlorine resistant caulking similar to Vulkem 116 or 226 10. Provide flush mounted caps for all utilized deck anchors when they are not in use - VOG Yt -e- 11. Provide color coded directional arrows to piping in the mechanical room. Install valve tags on all valves and provide a posted piping and valve schematic in accordance with industry standards - 12. Provide new vacuum gaures on the `ntake suction side of pu ps and pressure gauges on the discharge side; It 13. Install a flow meter on t1 backwash line for backwashng and pooh draining procedures=,- 14. provide a CO2 sensor and alarm for the CO2 room 15. Provide' proper 11A:IAT signage for the chemical 16. Provide Washington State Code compli nt ventila `on syst m for chemic _.roo 17. Repair natatorium dehumidifier 61 Cf 18. Replace all starting blocks and startin b ck deck anch 19. Remove springboards and install new I- eter pringbo rd 20. Install movable entry ramp > >u, , l as EaQ4-- S5 door Poo ing t'n61 Assess cr nt Apr it2 "5,2015 6 9 - 5 Years (Short -Term) . Provide new recirculation pump 2. Renovate existing d.e. filter pit to accommodate new recirculation pump 3. Provide automatic water level control system, including wet cell and water meter totalizer 4. Replace all valves with Schedule 80 PVC true union style ball valves and butterfly valves. Provide isolation valves for each piece of equipment (e.g. pump, filter system, heater, etc.) 5. Install new Regenerative Media Filtration System — L41 6. Replace pool piping from "nein drains to surge tank and install modulating float valve in surge tank A -4u g lit 01 1 ) -11'EC48 4 7. Provide new bulkhead .-- i) --- qutg'led _ fr 8. Provide a safety rail for the seris of the 3 -Meter diving board -- 5 14,-6k i eati) 9. Provide a 6" air gap between each backwash line and the backwash catch basin 10. Install a flow meter on each backwash line for backwash ng and pool draining procedures 11. Provide a sealed and ventilated chemical storage rooms for pool sanitize'. and pH buffer 12. Provide new chlorine feed system for the pool sanitizer 13, Install new Timing System and Scoreboard c pthrt15-4.„ ''.. a b 't CI 4-03- 14, Install new Pool plaster finish with ceramic tile trim 15, Provide new natatorium dehumidifier -- 5 -10 Years (Long -Term) 1. Replace the gutter systems with either new stainless steel gutter systems or new concrete gutter systems 2. Replace all of the gutter underground piping, dropout piping, main drain piping, and pressure return piping going between the pool shell and the pool mechanical room with new Schedule 80 PVC piping 3. Provide new floor inlets with directional eyeball fittings. Provide waterstops for all penetrations through concrete. Properly fill in all old inlet penetrations with concrete. 4. Replace all existing diving stands with new Durafirm stands and new diving boards — pkglij 5. Replace Pool Boiler Anytime (Energy Saving) 1. Provide thermal pool covers for when the pool is not in use to reduce pool heating costs 2. Provide stainless steel storage reels for storing the pool covers 3. Provide a VFD for each of the recirculation pump similar to a Pentair Acu-Drive (Danfoss) or H20 -Technologies Smart Pump Control System (SPCS) 4. Provide ultraviolet light (UV) disinfection and dechloramination systems for terti ry water treatment to help maintain proper water and air chemistry in the natatorium i 5. Provide digital magmeter style flow meters with digital readout for the pool retur ines _./.. L and connect to the VFD and chemical controller to ensure maximum energy efficiency -11 while maintaining the design flow rate Cii Lions Indoor Pool Swimming Pool Assessment April 22"d, 2015 7 Opinion of Probable Cost (Summary) is Refer to the complete Opinion of Probable Cost Section on Pg. 57 Immediate Items Subtotal 10% Design Contingency 10% Indirect Costs Total (2015 USD) 0 — 5 Year Items Items Subtotal 10% Design Contingency 10% Indirect Costs Total (2015 LISD) 5 — 10 Year Items Items Subtotal 10% Design Contingency 10% Indirect Costs Total (2015 USD) ytime Items Items Subtotal 10% Design Contingency 10% Indirect Costs Total (2015 USD) $238,150 $23,815 $23,815 $285,780 $747,825 $74,783 $74,783 $897390 $279,640 $27,964 $27,964 $67,778 $6,778 $6,778 $81,333 Lions Indoor Pool Swimming Pool Assessment April 22nd, 2015 8 10 11 Total Pool Replacement Cost Please refer to the following for the costs associated with constructing one (1) new pool with similar dimensions and features as the current pool at the Lions Pool Natatorium. New Pool and Pool Svstems • New Six (6) Lane x 25 Meter Stretch Pool: 4,950 SF x $200/SF = $990,000 • New Concrete Pool Deck w/.drainage: 4,000SF x $15/SF = $60,000 • New Fiberglass Bulkhead: = $90,000 • Renovations to pool mechanical and chemical rooms = $25,000 • New Pool Heating System = $25,000 • New Natatorium Dehumidification system 14,555SF x $15/SF = $220,000 Estimated Total Construction Cost = S1,410,000 *Note: The above numbers are strictly "ball park" numbers and are meant as a starting point for budgetary and planning purposes. The expected life cycle for a commercial reinforced concrete swimming pool is about fifty (50) years depending on annual maintenance and upkeep. The Lions Pool was built in 1972 and is forty-three (43) years old. Some preventative maintenance has been conducted on the swimming pools throughout its history. For its age the pool is currently functioning fine, but there are many areas for improvement. Our field observations provide evidence that the pool systems are functioning properly, but some aspects, such as the pool recirculation, are barely meeting Washington State Code requirements. Some aspects of the pool do not meet current applicable codes and industry standards. While the immediate cost for bringing the pool up to current codes and standards is not comparable to the cost of a completely new swimming pool, the age of the facility raises some concern. It may be beneficial from a longevity and value standpoint that a new swimming be considered for Yakima's Lions Natatorium. Lions Indoor Pool Swimming Pool Assessment April 22nd, 2015 9 12 I. Pool Ite s 1.1 Administrative Code 1.2 General Pool Information 1.3 Perimeter Overflow System 1.4 Structure and Finish 1.5 Pool Tunnel 1.6 Main Drains 1.7 Inlets 1.8 Warning Signs and Depth Markings 1.9 Ingress and Egress 1.10 Underwater Lights Lions Indoor Pool Swimming Pool Assessment April 22nd, 2015 10 13 A. POOL ITEMS 1.1 Administrative Code The state administrative swimming pool code referenced as "Washington State Swimming Pool Code" or referenced as "Washington State Code" in the report is as follows. Washington Administrative Code Washington State Legislature Chapter 246-260 WAC R392-302. Water Recreation Facilities. As in effect on March 27, 2014 FINA (Federation Internationale de Natation) Rules and Regulations Fina Facilities Rules PART IX: FR 1 - FR 13 2013 - 2017 International Building Code CHAPTER 4: Special Detailed Requirements Based on Use and Occupancy SECTION 414: Hazardous Materials SECTION 415: Groups H-1, H-2, H-3, H-4 AND H-5 SECTION 307: High -Hazard Group H 2012 Edition NFPA 70 National Electric Code, Article 680 Swimming Pools, Spas, Hot Tubs, Fountains, and Similar Installations 2014 Edition Virginia Graeme Baker Pool and Spa Safety Act (VGB) ASME/ANSI A112.19.81 Signed into Law on December 19, 2007 CPSC Staff Interpretation of Section 1404 issued on June 18, 2008 The administrative code requirements must be satisfied if a major modification of the pool is undertaken or if a particular item or piece of equipment is in need of repair. The recommended repairs address all administrative code items identified in this report. Lions Indoor Pool Swimming Pool Assessment April 22nd, 2015 11 14 1.2 General Pool Information Pool • Pool Size = 112'-6" x 44'-0" (From 1972 Construction Drawings) Surface Area = 4,950 SF (From '72 CDs) Perimeter = 313' (From '72 CDs) Depth Range = 12'-0" to 3'-0" (From '72 CDs) • Volume = 214,820 Gallons (28,719 C.F.) (From '72 CDs) • Turnover Rate (TR) = 6 HRS (Stated by facility staff) • 6 hours or less WA State Code Requirement • Flowrate = 597 GPM (Calculated, based on assumption that TR is exactly 6 HRS) Concrete pool shell with rubber paint finish and tile lane lines Fully recessed concrete gutter for perimeter overflow system CO2 (pH Buffer) Calcium Hypochlorite (Sanitizer) Diatomaceous Earth filtration system Lions Indoor Pool Swimming Pool Assessment April 22nd, 2015 12 15 1.3 Perimeter Overflow System The pool contains a perimeter overflow system that is best described as a fully recessed concrete gutter. The deck level is approximately 4.5" above the pool water surface. The coping at the top of the pool wall was observed to have a radius of 2". The gap between the top of the pool wall coping and the bottom of the deck slab, which allows the free flow of water into the gutter trough, was also observed to be 2" in height. The gutter trough height varies anywhere from 15" to 3'0" with a width of 2'. Due to the varying depth of the gutter and the slope, the water level in the gutter trough was observed to be inconsistent. The gutter is designed to slope towards the surge tank, thus eliminating the need for gutter drop outs. Due to the slopped trough, the gutter appeared to move water towards the surge tank at an effective rate which prevented standing water. The inside of the trough was observed to be stained and discolored in some areas. It is unknown if the gutter is watertight, but water loss was not an issue mentioned by the facility staff. The gutter lip, the coping at the top of the pool wall, was observed to be slightly damaged and stained in some areas. An uneven gutter lip could lead to inconsistent overflow in some areas along the perimeter of the gutter. The bulkhead observed at the facility consisted of four wheels which rolled directly on the wall coping. The direct contact of the bulkhead wheels have damaged the wall coping from years of use. Lions Indoor Pool Swimming Pool Assessment April 22"d, 2015 13 16 Recommendation Immediate: Confirm that the front of the gutter lip is level. In the case that the front of the gutter lip is not level, sections of the gutter lip may need to be removed and replaced as necessary. Thoroughly clean the gutter trough on a regular basis to cut down on staining and corrosion. Future: Perform a water tightness test on the gutter system to ensure that it is water tight and does not have any leaks. Replace the gutter system with either a new stainless steel gutter system or a new concrete gutter system that better captures swimmer surge and is more user friendly for egress similar to a deck level gutter or rollout gutter system. The new gutter system should have 100% capacity of the recirculation flow rate. Recommend selecting a gutter system with PVC grating covering the gutter trough opening for safety reasons. The gutter coping is currently damaged due to the placement of the bulkhead wheels. A new bulkhead shall be installed that is moved by means of a track and wheel system or is inflatable to eliminate any further coping damage. Refer to Section 2.5 for further information on the existing bulkhead and suggested replacement. Lions Indoor Pool Swimming Pool Assessment April 22"d, 2015 14 17 1.4 Structure and Finish The pool shell, which is the original 1972 construction, consists of reinforced concrete. Relatively little repairs and renovations have been completed since the pool's initial construction. The concrete pool shell appears to be in average to good shape as there were no visible signs of subsidence. The interior finish of the pool is rubber paint with tile lane markers. The paint finish was observed to be stained around the floor inlets. Facility staff noted that in the past the pool had been emptied every three (3) years to reapply the rubber paint finish. Some corrosion and staining was observed on the tile finish. Many sections of the tile grout showed signs of heavy staining. Broken and missing tiles were observed periodically in and around the pool. The pool's depth varies from 3'0" at the shallow end to 12'0" at the deep end, where the main drains and diving boards are located. The pools overall dimensions, according to the construction documents dated 1972, are 112'-6" x 44'-0". The shallow end of the pool transitions from 3'0" to 4'6" over a span of 75' (25Yds). During the site visit the bulkhead was located at the slope break where the pool slopes from 4'6" to 12'. Due to the location of the bulkhead, a floating safety line could not have been placed at the slope break between the shallow and deep sections of the pool. A designated marking line for the slope transition between the shallow and deep water was not overserved during the site visit. For more information on the warning and depth markers required by Washington State Code, refer to Section 1.7. The six (6) racing lane lines and wall targets observed in the pool appeared to be composed of black 1 inch square tiles. The tiles appeared to be in average to good condition. While the shell exhibited visible staining and corrosion, no leaks were observed nor was any water loss mentioned by the facility staff. The tile and grout were observed to Stained and dirty. Lions Indoor Pool Swimming Pool Assessment April 22nd, 2015 15 18 • The recessed steps appear to be in poor condition. Staining o[the pool finish was observed around many inlets. Gutter Coping damage due to bulkhead wheels Wati targets observed to be stained • The pool finish where the pool floor and walls meet. Recommendation Inniediate: The next time the pool is u000p|cie|y drained, replace any missing o,damaged tiles. If there is no safety marking line for the slope break between the uniform shallow end slope and the deep end of the pool either permanent painted marking line shall be painted on the shell or a fioating safety line shal! be provided. Lious Indoor Pool Swimming Poot Assessment April 22"^.20|5 16 19 1.5 Main Drains There are two (2) 12" x 12" square main drains located at the deepest part of the pool by the diving boards. The facility staff mentioned that the grates were not compliant by the Virginia Graeme Baker Pool and Spa Safety Act (VGB), ASME/ANSI A112.19.81. All main drains with dimensions 18" x 23" or smaller are classified as "blockable" and must have a VGB stamped and certified "unblockable" grate cover with tamper proof screws. Both main drain sumps are connected by means of an 8" pipe which is assumed to be cast iron. There is one (1) return line which, according to the provided pool drawings, is not hydraulically centered. The return line runs from one main drain, which is connected to the second main drain, and penetrates directly into the filter pit in the mechanical room. Generally, the main drain line is under suction, however, in this case the water flows via static pressure head to the filter tank. This pipe configuration is not ideal because both drains become useless if the single connecting sump becomes blocked. Even though this situation is unlikely it should be prepared for. According to the provided facility plans the return line from the main drains is opened and closed by way of modulating float valve. The float valve will close the main drain line when the pool water level becomes low and the surge tank level high. As the surge tank fills up it will begin to equalize into the filter tank which subsequently raises the float in the filter tank and closes the main drain line. Based on the assumed flow rate of 597 GPM, the 8" pipe currently has an estimated velocity of 3.83 fps, which is within industry standards. The assumed max return velocity of the pool piping meets the Washington State Code limit of 6 fps and therefore is code compliant. Typically, the main drain lines flow via suction to the recirculation pump. Based off of site plans provided by the facility staff each main drain is assumed to contain one (1) hydrostatic relief valve. The federal regulations of VGB were passed by Congress in 2008 and are designed to reduce the potential for suction and hair entrapment in commercial swimming pools at all suction outlets (e.g. main drains, skimmer equalizer lines, etc.). The Consumer Product Safety Commission (CPSC) is tasked with federally enforcing all VGB regulations, but due to the vast number of commercial swimming pools in the United States, enforcement most commonly is the responsibility of the local governing agencies (e.g. public health departments, building departments, etc.). Lions Indoor Pool Swimming Pool Assessment April 22nd, 2015 17 20 Recommendation Immediate: Replace both main drains with VGB compliant and stamped grates. When the pool is drained consider replacing the cast iron recirculation piping schedule 80 PVC to prevent any future damage from pipe failure. A modulating float valve was assumed to be in place due to the pool plans, but wasn't physically observed. If the main drain return does not have a modulating float valve one shall be installed. Future: When the filter system is replaced, the new system shall allow a direct pipe connection from the main drains to recirculation pump. The modulating float valve shall be located along the suction side of the recirculation pipe on the portion that passes through the surge tank. This setup will allow the main drains to run off of suction rather than static pressure. For more information on filtration system recommendations refer to Section 3.3. 1.6 Inlets The pool is equipped with 68 floor inlets. A single 6" supply line starts in the mechanical room and braches into two (2) 6" supply lines which run directly under lane markers two (2) and five (5). Once the supply lines are routed under the lane markers they each boast 34 small PVC branches that send filtered water to each inlet. The inlets are crisscrossed so that each of the two supply lines has 17 inlets on each side of its lane marker. The branch piping is assumed to be 1". The floor inlets observed at the pool did not have any type of cover. Recommendation Immediate: The current inlet configuration meets all State and Local Codes dealing with spacing and depth requirements. Every time the pool is drained, be sure to thoroughly clean each of the floor inlets to combat corrosion and staining. Future: Provide new floor inlets with directional eyeball fittings. Provide waterstops for all penetrations through concrete. Properly fill in all old inlet penetrations with concrete. Lions Indoor Pool Swimming Pool Assessment April 22nd, 2015 18 21 1.7 Warning Signs and Depth Markings Horizontal and vertical depth markers are located around the pool perimeter in multiple locations. In addition, six (6) "NO DIVING" markers were observed along the sides of the pool from the shallow end up until the bulkhead. Per Industry Standards, "No Diving Signs" and warnings should be provided with all depths of 5'-0" and less. Washington State Pool Code requires a safety line or marking line separating areas where the pool bottom breaks from the uniform shallow end slope to a steeper slope heading towards the deep end of the pool. During the site visit a marking line was not observed on the pool shell at the slope break. Because of the bulkheads position, a floating safety line could be excessive. According to Washington State Pool Code, WAC 246-260-041 Section 8, Pool depth markings shall be: (a) Located on the pool vertical wall at or above the water level so as to be easily readable from the water, in numbers at least two inches high. If overflow channels do not allow for placement of vertical wall markings above the water level, they are not required; (b) Located on the horizontal surface of pool coping or deck of pools within eighteen inches of the water's edge, easily readable while standing on the deck facing the water, in numbers at least four inches high; (c) Placed at the maximum and minimum water depths and at all points of slope change; (d) Spaced at increments of water depth of two feet or less; (e) Spaced along sides of pools al horizontal intervals of twenty-five feet or less; (1 Arranged uniformly on both sides and ends of pool; (g) Placed on all major deviations in shape; (h) Applied in a contrasting color; and (i) Made of slip -resistant material on decks. Li NC:;I It CHLORINE AUT. I N CARBON DIOXIDE Lions Indoor Pool Swimming Pool Assessment April 22"d, 2015 19 22 Recommendation Immediate: To ensure code compliance depth makers shall be installed at increments of 2' of water depth or less. Consecutive depth markers cannot be more than 25' apart. "No Diving Signs" shall be provided where ever the pool depth is five' and shallower. Install a marking line on the bottom of the pool at the 5' water depth or provide a floating safety line. Ensure all required warning and safety signage, such as HAZMAT signage, is found around the natatorium. Lions Indoor Pool Swimming Pool Assessment April 22nd, 2015 20 23 1.8 Ingress and Egress The pool has recessed steps paired with painted metal grab rails located around the pool perimeter at four (4) locations. The recessed steps were only partially recessed, with around 3" of step extending out from the wall. The steps were observed to be in fair condition and the condition of the grab rails is uncertain due to their paint exterior. The grab rails did not contain escutcheon plates. There is also a movable stainless steel and plastic staircase located in the shallow end. One portable Aqua Creek pool lift was observed at the pool facility. The pool must have two (2) means of ADA access; one (1) primary and one (1) secondary means of access. The primary access should be an ADA pool lift or ramp entry that is permanently anchored to the pool deck. The secondary means of access must be an additional pool lift, a sloped entry, a transfer system, or a compliant entry stair system. In this situation, the cheapest option would be an ADA approved portable stair system. A portable stair system was observed in the pool, however, it is unknown if it is ADA compliant. Lions Indoor Pool Swimming Pool Assessment April 22"d, 2015 21 24 Recommendation Immediate: Ensure that all new and old grab rail anchors are bonded per NEC 680 and have protective escutcheon plates. Permanently anchor the existing pool lift to the deck at the shallow end of the pool in order to meet ADA requirements. ADA code states that pool lifts must be anchored to the deck in areas where the pool depth is 48" or less if the pool has areas that shallow. Ensure the pool lift anchors are properly bonded to the pool shell. Per the new ADA guidelines, the pool lift must be installed and ready to use whenever the pool is open and in operation. The pool lift must be readily available for patrons without assistance from the staff. Replace the existing portable staircase is an entry ramp. Future: When the bulkhead is replaced ensure the new bulkhead can move along the pool wall without being damaged by the protruding steps. The bulkhead width dimensions can be specialized to prevent contact with the steps, or the steps can be altered so they don't branch off the pool wall as much as they currently do. 1.9 Underwater Lights The existing underwater lights are located on the side walls of the pool. All lights have been covered with what appeared to be a stainless steel plate and are not used. Recommendation Immediate: Confirm the existing overhead lighting in the natatorium allows the bottom of the pool to be seen at all hours of operation. Protective shielding for all lighting fixtures above walking surfaces and any of the pool surface area shall be provided. Washington State Code requires a minimum of 30 foot candles above an indoor pool surface, and 10 foot candles above any pool deck. Industry standard calls for a minimum of 30-100 foot candles above the pool surface depending on the use of the pool. Foot candle requirements increase when competitions inside the natatorium shall be televised. Future: Remove all existing light fixtures from the pool structure and repair any consequential holes or pool structure damage. Lions Indoor Pool Swimming Pool Assessment April 22"d, 2015 22 25 II. Pool Deck Items 2.1 Structure and Finish 2.2 Anchors and Escutcheons 2.3 Diving Boards 2.4 Starting Blocks 2.5 Bulkhead 2.6 Timing Equipment 2.7 Safety Equipment 2.8 Maintenance Equipment 2.9 Deck Equipment Lions Indoor Pool Swimming Pool Assessment April 22"d, 2015 23 26 B. DECK ITEMS 2.1 Structure and Finish The deck inside the Lions Pool Facility consists of broom finished concrete with painted depth markers and warning signs. The condition of the deck could be described as fair to poor. The concrete was observed to be cracked and stained in numerous places. In multiple locations rebar was visible on the deck's surface and was corroding. From the edge of the pool coping, the perimeter of the deck slopes away from the pool to a narrow slot perimeter drain. The perimeter drain consists of a small trench covered by an even smaller grating with circular holes. The perimeter trench drain empties into four (4) dropouts which were observed to be located at the four (4) corners of the pool. When inspected the dropouts appeared to be full of grit and water. It is possible that the dropouts were partially or fully blocked during the time if inspection. According to Washington State Code, `for pools fifteen hundred square feet or larger, walking deck surfaces must be at least six feet wide on fifty percent of the perimeter on indoor pools; and the remaining fifly percent perimeter of the indoor pool must be a minimum of four feet wide ". Seeing that the Lions Pool deck was greater than 6 feet wide in all areas it exceeds the state code minimum requirements. However, Washington State Code also requires that 'for pools fifteen hundred square feet or more, walking deck surfaces must be at least sixteen square feet per bather". To determine if this part of the state code is met, the total surface area of the deck should be calculated. The original construction documents from 1972 list the batherload for the pool to be 400. However using current code requirements, found in WAC 246-260-041 Section 10, the max batherload was calculated to be roughly 186 patrons. Based off a batherload of 186, the total deck area should be at least 2976 square feet. Lions Indoor Pool Swimming Pool Assessment April 22nd, 2015 24 27 Perimeter slot drain emptying into dropout Recommendation Immediate: Ensure the deck adequately slopes to drain all water to the trench drains. Repair all areas of the deck that are cracked, especially where there is exposed rebar. Repaint all deck markings with slip resistant paint. Ensure that the deck meets minimum state requirements for square footage. Lions Indoor Pool Swimming Pool Assessment April 22nd, 2015 25 28 2.2 Anchors and Escutcheons Starting block anchors were observed in the pool deck at the deep end of the pool. Several of the anchors were observed to display signs of corrosion and possible electrolysis. Few escutcheons were observed on the equipment around the pool. All deck anchors should be bonded to the pool shell per NEC 680. Recommendation Immediate: Remove and fill in any abandoned and unused deck anchors. Evaluate and confirm that all used deck anchors are properly bonded to the pool shell per NEC 680. Replace corroding escutcheon plates for all grab rail deck anchors and ensure they are properly tightened and secured. Provide flush mounted caps for all utilized deck anchors when they are not in use (e.g. stanchion anchors and starting block anchors when the backstroke flags and starting blocks are removed for recreation). Lions Indoor Pool Swimming Pool Assessment April 22"d, 2015 26 29 2.3 Diving Boards There are currently two (2) 1 -Meter springboards and one (1) 3 -Meter springboard installed for use at the deep end of the swimming pool. Due to their painted exterior it is hard to tell the true condition of the diving stands. The Washington State Code references FINA as the overarching code for facilities with diving platforms or boards greater than 1/2 Meter. The Lions Pool meets all minimum requirements spelled out by the FINA diving envelope. All diving board access steps had a slip resistant finish. The 3 -Meter diving board was not fully provided with an unobstructed hand rail/safety rail on both sides of the steps. Recommendation Immediate: Based on the facility's history and risk management concerns, it is recommended that all springboards are removed. Install a new 1 -Meter springboard in the prior location of the 3 -Meter springboard. Provide escutcheon plates for diving board ladders and support stands. Ensure all diving board stand anchors are properly bonded and installed per the manufacturer's recommendations. Wipe down the safety railings and diving stands with stainless steel cleaner on a regular basis in order to reduce corrosion. Lions Indoor Pool Swimming Pool Assessment April 22nd, 2015 27 30 2.4 Starting Blocks There are anchor slots for six (6) starting blocks for the six (6) lane, 25 Yard, race course layout. The starting blocks appear to be very old and in fair to poor condition. The height of the starting blocks above the water was not measured during the site visit, however most organizations require a maximum starting block height of 30" above the pool water surface. Recommendation Immediate: Provide new starting blocks that are compliant with the NFSHA. Ensure that all anchors are at the same elevation, completely secure, and properly bonded per NEC 680. Ensure that starting blocks are a maximum of 30" above the water surface when installed. Lions Indoor Pool Swimming Pool Assessment April 22nd, 2015 28 31 2.5 Bulkhead The bulkhead at the Lions Pool Facility was observed to be in poor condition. The actual age of the bulkhead was not recorded during the site visit. The bulkhead was observed to be a Stark fiberglass flow through bulkhead. The bulkhead moves manually, so it requires people to push or pull both ends simultaneously. The bulkhead wheels are located directly on the gutter coping and have damaged the gutter finish over the years. During the time of the site visit the bulkhead was located at the slope break between the shallow and deep ends of the pool. When located at the slope break, the bulkhead creates a 25 yard race course from the bulkhead to the shallow end wall. This course is 4'6" at its deepest point and therefore would not provide adequate depth for starting blocks. According to facility staff, the bulkhead is moved into the shallow end when the pool is to be used for competitive swimming. The only location that starting block anchors were observed was at the deep endwall. The deep end does provide adequate depth for competitive block starts. Lions Indoor Pool Swimming Pool Assessment April 22nd, 2015 29 32 Recommendation Future: Due to the age of the bulkhead, its physical condition, and the gutter coping damage it is causing, a bulkhead replacement shall be considered. If a new bulkhead is purchased as a replacement, it is recommended that an inflatable Stark bulkhead be installed. Inflatable bulkheads are beneficial because they do not require any wheels or tracks for movement. Anchors shall be installed in the pool deck at all locations where the bulkhead will be located for the various course configurations. Lions Indoor Pool Swimming Pool Assessment April 22nd, 2015 30 33 2.6 Timing Equipment A timing system was not observed at the Lions Pool Facility. A single line scoreboard was observed on the natatorium wall. The scoreboard appears to be in good condition, but it was not observed in operation at the time of the site visit. Deck plates for connection of touchpads nor other timing equipment were observed at the facility during the visit. kettles Niel-, sur..,0; IfflAipv CPro- Recommendation Immediate: Repair the scoreboard on an as needed basis. If touch pads are used, verify that the race course meets the requirements of a 75'-0" course length with touchpads installed on the endwalls. Future: Duc to the amount of swim teams that use the facility, installing a permanent timing system may be a beneficial additional to the facility and its users. The timing shall consist of deck plates, wall plates, touchpads, pace clocks, and any other equipment deemed necessary by facility staff. Colorado Timing Systems or Daktronics are the recommended timing system manufacturers. A new six (6) line scoreboard shall be considered for the facility. Lions Indoor Pool Swimming Pool Assessment April 22"d, 2015 31 34 2.7 Safety Equipment Various pieces of safety equipment can be found throughout the natatorium and its support spaces. A complete inventory was not taken at the time of this site visit. Recommendation Immediate: The aquatic safety protocol or risk management was not discussed at the time of the site visit. It would be advisable to take inventory of the present equipment to ensure compliance with all local and state codes. The following safety equipment items should be found throughout the natatorium and its support spaces. • U.S. Coast Guard approved life rings with throw ropes 1-1/2 times the width of pool (at each guard stand) • Shepherds hook minimum 12 ft. in length • Safety ropes complete with anchors at proper locations (transition depth points) • First aid kit as per health department regulations • Eye wash station at or near chemical treatment systems (wall hung package unit) • Fire extinguisher as per local code • Deck located emergency shut off switch for the pool recirculation pump Lions Indoor Pool Swimming Pool Assessment April 22nd, 2015 32 35 2.8 Maintenance Equipment The facility currently utilizes a Palintest Pool Test 9 for manual water testing protocol. Pool cleaning is provided by two (2) different types of portable vacuums. A Manual Max - Sweep and a Robotic Dolphin Wave -E 100 were observed in the storage closet nearest the diving boards. The working condition of the vacuums was not confirmed at the time of the site visit. Lions Indoor Pool Swimming Pool Assessment April 22nd, 2015 33 36 Recommendation Immediate: The Pooltest 9 by Palintest adequately meets the water testing needs of the Lions Pool facility. When using the test kit ensure to adhere to the test parameters provided in the Washington State Code. Confirm emergency action plan is in place and rules signage is approved. Also, confirm administrative code required forms, record keeping, and operating protocols and procedures are provided. 2.9 Deck Equipment Various pieces of deck equipment can be found throughout the natatorium and its support spaces. A complete inventory was not taken at the time of this site visit. Kick boards, fins, life jackets, aqua belts, weights, and other flotation devices were observed to be stored on the pool deck and in the storage closet behind the diving boards. Lions Indoor Pool Swimming Pool Assessment April 22"d, 2015 34 37 Recommendation Immediate: It appears that almost all of the pool deck equipment is stored on the pool deck. Although deck clearance does not appear to be an issue, it would be advisable to store deck equipment in a nearby storage room or support space. Lions Indoor Pool Swimming Pool Assessment April 22nd, 2015 35 38 11. Pool Mechanical Items 3.1 Piping 3.2 Pumps 3.3 Natatorium Dehumidifier and Pool Heating System 3.4 Filtration System 3.5 Surge Tank 3.6 Valves 3.7 Chemical Treatment System 3.8 Pool Water Level Control Lions Indoor Pool Swimming Pool Assessment April 22nd, 2015 36 39 C. Pool Mechanical Items 3.1 Piping The visible recirculation piping for the pool in the pool mechanical room is cast iron. The chemical feed loop piping that intersects the main recirculation loop and the fresh water fill line are 40 PVC. The piping appears to be in fair to poor condition. Some sections of the main cast iron recirculation pipe were stated to be in near failing condition by facility staff. However, visual observation could not be done due to the pipe locations. The return line from the main drains is shown as an 8" line on the '72 construction drawings. This section of pipe runs underneath the pool, comes up through the surge tank floor, and then penetrates the filter tank wall. Water flows from the main drains into the filter tank when the modulating float valve is actuated. The provided pool drawings indicated the presence of a modulating float valve, but the existence of the valve could not be confirmed from the site inspection. Very little, if any, color coding or labeling was observed on the mechanical room piping. It is industry standard to provide plumbing identification through either color coding or labels. The majority of the valves in the mechanical room have labels identifying their purpose, however there is no posted piping and valve schematic. The pool has an 8" cast iron pipe that routes water from the two (2) main drains back to the filter via static pressure head. An 8" cast iron equalizer line also routes water from the surge tank to the filter tank. It is industry standard to size gravity piping to flow at 3 fps. Due to the unique design of the pool's perimeter overflow system, there was no gravity piping to take into consideration, rather the perimeter gutter trench flowed via gravity, albeit in a pressurized condition. Washington State Code requires a 1% slope minimum for all gravity piping. In the case that a 1% slope is not provided for gravity piping, a design solution, prepared with a detailed explanation may be sufficient. The Washington State Code requires suction piping to not exceed 6 fps. The max water velocity in the main drain suction lines would be around 4 fps, assuming a flow rate of 597 GPM. The discharge piping, from the effluent end of the pool recirculation pump back to the pool, is 6" PVC, and believed to be Schedule 40 PVC. Again assuming a flow rate of 597 GPM, the discharge velocity is approximately 6.62 fps. Washington State Pool Code does not provide any guidelines on maximum or minimum discharge velocity, as long as the flow rate meets the minimum State required turnover rate. Because the discharge piping velocity falls below the typical industry maximum velocity, it can be assumed that the piping is adequately sized for the current flowrate. Lions Indoor Pool Swimming Pool Assessment April 22nd, 2015 37 40 Lions Indoor Pool Swimming Pool Assessment April 22"d, 2015 38 41 Recommendation Immediate: A majority of the mechanical room piping is in need of replacement. Industry standard for all exposed pool piping outside of the pool shell is Schedule 80 PVC. All exposed mechanical room piping including, including the recirculation loop, shall be replaced with Schedule 80 PVC. When new piping is installed, any potential future flow rates shall be considered as the basis for pipe sizing. According to facility staff the current recirculation system is sized to meet the minimum turnover required by the State. The future system should be designed to provide a faster turnover, in the range of 4 to 5 HRS. Measures should be taken to ensure that pressure piping does not exceed a velocity of 10 fps, all gravity piping does not exceed 3 fps, and all suction piping does not exceed a velocity of 6 fps in accordance with industry standards and applicable codes. Color coded directional arrows for the piping in the mechanical room should be considered but is not necessary for compliance with Washington State Code. Additionally, valve tags/labels should be located on any unidentified valves and a posted piping and valve schematic in accordance with industry standards shall be provided. Lions Indoor Pool Swimming Pool Assessment April 22nd, 2015 39 42 3.2 Pumps The pool has one recirculation pump, which was recorded as one (1) US Motors pump, model number BF30. The pump was observed to be a 15 HP, 3 phase, 60 Hz, 1770 RPM, vertically mounted recirculation pump. Facility staff noted that the pump motor was last replaced in 2013. Even though the pump was replaced recently, facility staff expressed dissatisfaction with its performance. According to facility staff the pump barely provides enough flow to meet the minimum State required turnover of 6 HRS. During the site visit no flow meters were observed. The pump strainer was in the form of a square stainless steel screen. A pressure gauge, reading 8 psi, was recorded along with a vacuum gauge reading of 5 Hg (-12.4 psi). As per industry standard, vacuum and pressure gauges are required on the suction and pressure sides of pool pumps. The pump is mounted on brackets that span over the filter tank. The motor did not appear to be bonded and the knife disconnect was not labeled. A booster pump was observed in the mechanical room by the chemical loop. According to facility staff the booster pump was installed to help circulate water through the chemical feed loop. The flow that the recirculation pump provides does not create enough pressure to simultaneously circulate the secondary chemical loop. It is unknown if the booster pump was needed before the recirculation pump was replaced in 2013. The booster pump was observed to be an Emerson % HP, 1 phase, 60 Hz, 3450 RPM, horizontally mounted pump. At the time of the site visit no flowmeters or gauges were observed on the suction or pressure sides of the pump. As per industry standard, vacuum and pressure gauges are required on the suction and pressure sides of all pumps. The pump appeared to be attached to a housekeeping pad. The motor did not appear to be bonded but a labeled knife disconnect switch was observed. Three (3) additional booster pumps were observed in the mechanical room but were not in operation. One (1) of the three (3) booster pumps was located in the old heat exchanger loop but served no purpose due to the heat exchanger being inoperable. Lions Indoor Pool Swimming Pool Assessment April 22nd, 2015 40 43 Recommendation Immediate: Replace the recirculation pump with a pump that can adequately surpass the state required turnover as well as power the chemical feed loop. To meet a 4 HR turnover the new recirculation pump will need to provide a flowrate of 895 GPM. Provide vacuum gauges on the intake suction side of all pumps and pressure gauges on the discharge side. Provide labels for the knife disconnects and ensure they are working properly. Ensure all pumps are properly bonded as per NEC 680. Future: Provide a VFD for the recirculation pump. This addition will cut down on energy costs drastically. The VFD should be a product manufactured for the commercial aquatics industry similar to a Pentair Acu-Drive (Danfoss) or H20 -Technologies Smart Pump Control System (SPCS). Provide digital magmeter style flow meters with digital readout for the pool return lines and connect to the VFD and chemical controller to ensure maximum energy efficiency while maintaining the design flow rate. The flow meter should be capable of sending a 4/20 mA signal to the VFD and chemical controller. The flow meter should be located where there are at least 10 x pipe diameters of straight pipe before and after the sensor after the filter system on the discharge side of the pump. Lions Indoor Pool Swimming Pool Assessment April 22nd, 2015 41 44 3.3 Natatorium Dehumidifier and Heating System The natatorium dehumidifier observed at the Lions Pool Facility was not in use during the site visit. According to the facility staff, the water supplied to the dehumidifier for cooling purposes was too hot and therefore could not sufficiently cool the dehumidifier down. The air and water temperatures inside the natatorium were recorded to only be a few degrees apart and the chemical controller displayed the water to be 87°F. Industry standard is to maintain air temperature approximately 2 degrees above water temperature (although not usually above 86°F), maximizing human comfort and minimizing evaporation. Evaporation of the water surface is affected by water temperature, air temperature, air velocity and relative humidity. The current pool heating system was recorded to be functioning effectively and therefore no additional immediate action is required. Due to the age of the pool boiler, a replacement should be concerned in 5-10 years. Recommendation Immediate: Repair existing dehumidification system. Future: Replace the natatorium's dehumidification system, HVAC unit, and pool boiler. Lions Indoor Pool Swimming Pool Assessment April 22"d, 2015 42 45 3.4 Filtration System Currently, the pool utilizes a vacuum diatomaceous earth filtration system. The system is composed of a filter tank which houses twenty (20) 32" square diatomaceous earth cartridges. The cartridges provide 142 SF of filter area. At the current assumed flow rate of 597 GPM, the approximate filtration rate is 4.20 GPM/SF of Filter Area. This is significantly higher than the usual standard of 1.5 GPM/SF. Higher filtration rates typically result in more backwashing, as well as deterioration of overall filtration performance. Typically Facility staff noted that the cartridges are generally bumped every two (2) weeks and the filter media is replaced every 2'/2 months. The backwash discharge from the open top filter tank is by gravity and the filter elements are cleaned by water jet sprays and/or by manual labor. As a result, only a little more than the volume of the filter tank including the spent D.E. needs to be discharged via the sanitary sewer system. The Lions Pool does not have a backwash catch basin resulting in a direct conveyance of filter backwash water to the pool sanitary sewer. Many jurisdictional authorities require a reclamation tank between the D.E. filter tank and the backwash outfall so that the spent D.E. is captured and not discharged into the sanitary sewer. The captured D.E. is then hauled to an approved dump site. The filter tank itself is open to atmosphere which is convenient for maintenance and monitoring. Two (2) wooden planks were observed to serve as a walking bridge over the filter tank. The floating planks were dangerous due to the fact that they began to sink when stepped on. Lions Indoor Pool Swimming Pool Assessment April 22"d, 2015 43 46 Recommendation Immediate: Confirm that diatomaceous earth can continually be drained directly to sewer during backwash cycles. Future: The perimeter of the filter tank shall be provided with better barriers to prevent patrons or facility staff from falling into the pit. The wooden planks inside the filter tank shall be supported in a way that they do not sink when stepped on. During the site visit the water clarity was observed to be good. While the observed water quality was good, a new filtration system is still recommended to be installed. Regenerative media filters that are under pressure in lieu of a vaccum arc becoming more common than vacuum diatomaceous earth filters because they can be more environmentally friendly and are often considered less labor intensive. The common media used in regenerative media filters is known as Pcrlite. One benefit of Perlite being environmentally friendly is that it can be routed directly to sewer after backwashing. If a closed filter system is installed, it is recommended to install an automatic air relief valve to Lions Indoor Pool Swimming Pool Assessment April 22nd, 2015 44 47 each filter. The automatic relief valves should be hard plumbed to the nearest floor drain to limit excess water from pooling on the mechanical room floor. All filter tanks should be securely anchored to a housekeeping pad and pool mechanical room floor to limit vibrations. Install a flow meter on each backwash line for backwashing and pool draining procedures. Each backwash line must have a 6" air gap prior to discharging into the backwash catch basin. Ensure the inside surfaces of the backwash catch basin are properly waterproofed. Confirm the sewer capacity with the city. If the sewer capacity cannot handle the current backwash flowrate, it would be necessary to enlarge the current backwash catch basin as coordinated with the city to meet the backwash flow rates. 3.5 Surge Tank Currently, there is one (1) surge tank at the facility. A circular manhole located in the deck serves as the main access point into the surge tank. The surge tank is located directly under the deck behind the diving boards. Water is conveyed to the surge tank via the pool's perimeter gutter and main drains. The perimeter trench drain appears to drop at a constant slope on all sides of the pool until it empties into the surge tank. At the floor of the surge tank there is a drain which sends the perimeter overflow water directly into the filter tank. The surge tank drain is noted to have some form of screen covering the opening. The '72 construction drawings indicate that the surge tank is 22'-5" x 7'-4" x 7'-5", which provides a surge capacity over 9000 gallons. It is common practice in the aquatics industry to size surge tanks for one (1) gallon of surge capacity for every square foot of pool surface area. (Note: this is in addition to the normal operating level of the water in the surge tank which is typically 36" above finish floor.) Currently, the perimeter overflow trench flows via gravity to the surge tank and the main drain lines flow via static pressure head to the filter tank. At the time of the site visit, the operating water level in the surge tank could not be confirmed in relation to the operating water level in the pool. However, based upon visual observation the operating level appeared to be at an expected level with several feet of surge capacity. It was not clear if there was waterproofing provided on the interior surfaces of the surge tank. Due to the configuration of the surge tank it seems that the only way for air to evacuate the inside of the surge tank is back out through the perimeter overflow gutter. If this isn't providing adequate ventilation, the chloramine concentration within the surge tank is most likely high. Because chloramines can attack metals contributing to corrosion, the cast iron piping located in the surge tank appeared to be in poor condition. Lions Indoor Pool Swimming Pool Assessment April 22"°, 2015 45 48 Recommendation Immediate: Replace all piping within the surge tank with Sch. 80 PVC. All piping supports found within the surge tank shall be stainless steel. If any valves are to exist within the surge tank, they must have extensions and be accessible through access ports in the surge tank lids Future: Provide new access hatch for the surge tank. No ventilation system was observed for the surge tank during the site visit. Install a ventilation system for the surge tank and vent all air to the exterior of the building. Completely waterproof the interior surfaces of the surge tank and conduct a water tightness test. Lions Indoor Pool Swimming Pool Assessment April 22nd, 2015 46 49 3.6 Valves The valves in the mechanical room are a mix of cast iron gate and ball valves, PVC ball valves, and butterfly valves. The industry standard is to use true union ball valves to allow the valve to be accessed without having to cut the connecting PVC piping for valves smaller than 3". All valves greater than 3" shall be butterfly valves. Some of the valves in the mechanical room have identification tags, but there is no posted piping and valve schematic. Recommendation Immediate: Provide valve tags for each valve and post a piping and valve chart system schematic in the pool mechanical room. Future: Replace all valves with Schedule 80 PVC true union style ball valves and butterfly valves. This upgrade would make the most sense to complete when the pool mechanical room piping is upgraded to Schedule 80 PVC. Ensure each piece of mechanical room pool equipment (e.g. pumps, filter systems, heater, etc.) has isolation valves to assist with maintenance and cleaning. Lions Indoor Pool Swimming Pool Assessment April 22"d, 2015 47 50 3.7 Chemical Treatment System The Lions Pool facility contains a chemical room located inside of the mechanical room. The chemical room contains all chemical treatment operating equipment for all the pool chemicals. The chemical room also serves as storage for all chemicals. Minimal signage was observed and the room was lacking a proper ventilation system. One large portion of the chemical room wall was cut out allowing the air to equalize with the air within the mechanical room. Currently, the pool is utilizing CO2 as the pH buffer. There is a bulk tank stored in a small chemical room near the backdoor of the mechanical room. The bulk tank has a filling point located inside a lockbox on the outside wall of the natatorium building. There are also 3 additional smaller cylinders that are located in the small chemical room. The extra cylinders appeared to be connected and ready to use in the circumstance that the bulk cylinder tank runs out of CO2. One (1) Strantrol CO2 feed system was observed in the mechanical room. Pressure gauges were observed on all cylinders in the chemical room. Gauge readings varied during the time of inspection from "order gas" seen on the small tank gauge to "120 psi" seen on the bulk tank. The only chemical signage observed indicating the presence of carbon dioxide gas was on the outside of the chemical room door. From inspection it appeared that chemicals are injected after the heating loop. Currently, the facility uses calcium hypochlorite as a sanitizer. Calcium hypochlorite is the solid form of chlorine which comes in varying sizes from small puck shaped pellets to briquettes. The calcium hypochlorite pellets and the chlorination system are stored in the same chemical room that houses the CO2. Minimal HAZMAT signage was observed in or around the chemical room. The outside of the chemical room door had a "Danger Chlorine" sign posted. Inside the chemical room a poster was observed that described how to properly handle and store the calcium hypochlorite. The facility uses one (1) Pulsar 3 Chlorination System and small oval calcium hypochlorite pellets about the size of a quarter. The injection line which supplies the Pulsar 3 system with water is located directly after the booster pump and has a small red paddle wheel flow sensor. An additional line was observed right after the Pulsar 3 injection line. The second line is shown going from the chemical loop up to the chemical controller. Because this line is on the pressure side of the pump we can tell that water is flowing from the chemical loop to the chemical controller where the water quality is read, allowing the chemical controller to make needed adjustments. A third line was observed running from the chemical controller to a location under the deck grating. It is assumed that this line is then injected into the main recirculation line or the main chemical loop right before it ties into the recirculation line. Both the CO2 and chlorine lines leave the chemical room together and fall below the deck grating at the same location. Calcium Hypochlorite (tablet chlorine) is classified as a corrosive - class 3 oxidizer. It is flammable and high in hazard. Some codes limit storage from 2 to 200 lbs. in a single location. If this maximum quantity is exceeded, this space will need to be classified as a high -hazard group H occupancy. High Hazard group occupancy ratings require sprinkler systems, non-combustible floors, storage containment requirements and fire ratings. These requirements can be found in the IBC and IFC. These areas should also be vented by the Lions Indoor Pool Swimming Pool Assessment April 22nd, 2015 48 51 requirements set forth in the International Mechanical Code (IMC). During the site visit very small quantities of calcium hypochlorite were observed, and facility staff noted that excess chemicals were stored at another facility. In regards to ventilation, Washington State Code (WAC 246-260-031 Section 17.e) states, "Owners shall provide adequate ventilation (in conformance with ASHRAE standards for pools and decks) to maintain air quality and to prevent moisture buildup in indoor areas. Design considerations must include maintaining negative pressure in the pool and deck area; providing adequate total airflow for acceptable air distribution,. and preventing short-circuiting offresh air return to exhaust. Chlorine rooms must have mechanical exhausting ventilation that includes:" • Air inlets located as far as possible from fan intakes to promote good air circulation patterns; • A minimum of one air change per minute in the chlorine room when fan is operating; • A remote switch outside the room or a door -activated switch to turn on fan before entering; • Suction for fan near the floor • Exhaust vents located to prevent chlorine contaminated air from being drawn into supply air • Screened chlorinator vents. There is one (1) chemical controller secured to the wall directly outside the chemical room opening. The chemical controller is a Becsys 5 which was installed in 2013. At the time of the site visit, the pool had a pH reading of 7.48, an ORP of 819 mV, and a temperature of 87 °F. Lions Indoor Pool Swimming Pool Assessment April 22nd, 2015 49 52 • Lions Indoor Pool Swimming Pool Assessment April 22"d, 2015 50 53 Lions Indoor Pool Swimming Pool Assessment April 22nd, 2015 51 54 Recommendation Immediate: Washington State Pool code has no specific requirements for calcium hypochlorite and CO2 being stored separately. However the International Building Code does pose restrictions on the varying amounts of chemicals that are allowed to be stored in a space based on the room's hazard rating. If less than 2001bs of Calcium Hypochlorite is to be stored at the Lion's Pool Facility the room will not need to be classified as a high hazard space and will therefore incur less restrictions. However Washington State Pool code still requires certain measures be taken for any room that will house chlorine. According to Washington State Code (WAC 246-260-031 Section 17.e), "Chlorine rooms must have mechanical exhausting ventilation that includes: Air inlets located as far as possible from fan intakes to promote good air circulation patterns; A minimum of one air change per minute in the chlorine room when fan is operating; A remote switch outside the room or a door -activated switch to turn on fan before entering; Suction for fan near the floor; Exhaust vents located to prevent chlorine contaminated air from being drawn into supply air; Screened chlorinator vents. Because the chemical room is open to the mechanical room they may both require exhausting ventilation. Provide adequate HAZMAT signage for the chemical room. Future: Provide an additional chemical room that is outfitted with the proper signage and ventilation. Provide one (1) ultraviolet (UV) light disinfection and dechloramination system for tertiary water treatment to help maintain proper water chemistry and air quality in the natatorium. Ensure an Ethernet connection is provided for remote access. Lions Indoor Pool Swimming Pool Assessment April 22"d, 2015 52 55 3.8 Pool Water Level Control The water level control system for the p001 uses a modulating float valve located within the d.e. filter tank. When the water drops to a certain height in the filter tankthe float triggers the valve to open which adds water to the filter tank. The valve will begin to close as the float rises to the desired height from the added fill water. There is also a manual fill valve located by the auto fihl line. This vaive can be actuated by a facility operator at any time. Recommendation Future: Because there appears to be no high level water sensor, it is rccommended to provide an automatic water level control system complete with a monitor located in the pool mechanical room, one (1) surge tank mounted wet cell with normal and high level sensor probes, and an automatic solenoid valve on the fill line. System to be similar to an 2LC-010 by AquiControl Technology. Provide a water totalizer meter for the domestic fihl water for the pool system with a digital readout similar to those manufactured by Sensus. It would make the most sense to complcte these upgrades when the surge tanks is repaired, replaced, or even cleaned. Lions Indoor Poo Swimming Pool Assessment 56 IV. Conclusion Lions Indoor Pool Swimming Pool Assessment April 22nd, 2015 54 57 a CONCLUSION The items/issues addressed in this report reflect only the observable conditions during the site visit. It is therefore suggested that the report be amended and/or expanded as necessary by individuals that have been involved with the day-to-day operation of the facility. Their experience and knowledge of the pool's history is vital in preparing a comprehensive appraisal of the facilities shortcomings and specific defects. Immediate 1. Replace all exposed mechanical room piping with Sch. 80 PVC 2. Add a contrasting tile band at the 4'-6" depth contour 3. Replace existing main drains sumps and covers with VGB certified system 4. Repaint all depth markers and warning signs. Add additional depth markers and warning signs wherever needed to comply with Washington State Code 5. Replace all corroding and missing escutcheon plates 6. Permanently anchor the existing pool lift to the deck at the shallow end 7. Fill in and repair all areas of the pool decks where water is ponding, rebar is showing, or cracks have formed 8. Replace all missing/broken tiles on pool shell 9. Replace the caulking for the expansion joints between the deck slabs with chlorine resistant caulking similar to Vulkem 116 or 226 10. Provide flush mounted caps for all utilized deck anchors when they are not in use 11. Provide color coded directional arrows to piping in the mechanical room. Install valve tags on all valves and provide a posted piping and valve schematic in accordance with industry standards 12. Provide new vacuum gauges on the intake suction side of the pumps and pressure gauges on the discharge side 13. Install a flow meter on the backwash line for backwashing and pool draining procedures 14. Provide a CO2 sensor and alarm for the CO2 room 15. Provide proper HAZMAT signage for the chemical rooms 16. Provide Washington State Code compliant ventilation system for chemical room 17. Repair natatorium dehumidifier 18. Replace all starting blocks and starting block deck anchors 19. Remove springboards and install new 1 -Meter springboard in prior 3 -Meter location 20. Install movable entry ramp Lions Indoor Pool Swimming Pool Assessment April 22"d, 2015 55 58 0 - 5 Years (Short -Term) 1. Provide new recirculation pump 2, Renovate existing d.e. filter pit to accommodate new recirculation pump 3. Provide automatic water level control system, including wet cell and water meter totalizer 4. Replace all valves with Schedule 80 PVC true union style ball valves and butterfly valves. Provide isolation valves for each piece of equipment (e.g. pump, filter system, heater, etc.) 5. Install new Regenerative Media Filtration System 6. Replace pool piping from main drains to surge tank and install modulating float valve in surge tank 7. Provide new bulkhead 8. Provide a safety rail for the steps of the 3 -Meter diving board 9. Provide a 6" air gap between each backwash line and the backwash catch basin 10. Install a flow meter on each backwash line for backwashing and pool draining procedures 11. Provide a sealed and ventilated chemical storage rooms for pool sanitizer and pH buffer 12. Provide new chlorine feed system for the pool sanitizer 13. Install new Timing System and Scoreboard 14. Install new Pool plaster finish with ceramic tile trim 15. Provide new natatorium dehumidifier 5 -10 Years (Long -Term) 1. Replace the gutter systems with either new stainless steel gutter systems or new concrete gutter systems 2. Replace all of the gutter underground piping, dropout piping, main drain piping, and pressure return piping going between the pool shell and the pool mechanical room with new Schedule 80 PVC piping 3. Provide new floor inlets with directional eyeball fittings. Provide waterstops for all penetrations through concrete. Properly fill in all old inlet penetrations with concrete. 4. Replace all existing diving stands with new Durafirm stands and new diving boards 5. Replace Pool Boiler Anytime (Energy Saving) 1. Provide thermal pool covers for when the pool is not in use to reduce pool heating costs 2. Provide stainless steel storage reels for storing the pool covers 3. Provide a VFD for each of the recirculation pump similar to a Pentair Acu-Drive (Danfoss) or H20 -Technologies Smart Pump Control System (SPCS) 4. Provide ultraviolet light (UV) disinfection and dechloramination systems for tertiary water treatment to help maintain proper water and air chemistry in the natatorium 5. Provide digital magmeter style flow meters with digital readout for the pool return lines and connect to the VFD and chemical controller to ensure maximum energy efficiency while maintaining the design flow rate Lions Indoor Pool Swimming Pool Assessment April 22"d, 2015 56 59 V. Opinion of Probable Cost Lions Indoor Pool Swimming Pool Assessment April 22"d, 2015 57 60 OPINION OF PROBABLE CONSTRUCTION COST Preparing a budget to restore the pools and putting the pools back into a "new" operating condition must take into account possible "surprises" that may surface during the process. Accordingly, the recommendations for remedial work and/or equipment described in this report must be assumed to be the minimum required based on visual assessments and from commentary by staff. The following opinion of probable cost addresses the items identified in this report needing repair, replacement, or renovation. The opinion of probable cost addresses the deficiencies of the aquatic center and swimming pool, safety related items for the facility, and code related items that are required by local governing agencies. Each opinion of probable cost item has a priority ranking, "Immediate" and "Short -Term" (0 - 5 Years). These items are the highest priority items that need immediate attention, are safety issues, code and regulation issues, or tasks done in conjunction with another "Immediate or Short -Term" item and should be completed within five (5) years. Priority "Long-term" (5 - 10 Years) items are items that are functioning presently but may need to be addressed in the near future or should be considered to be included with the renovation work at this time. Priority "Anytime" items are items that present energy saving opportunities that do not have to be added due to any code requirements. The opinion of probable costs provided for all of the options listed are strictly "ball park" numbers and are meant as a starting point for budgetary and planning purposes to schedule repairs in the future. Counsilman Hunsaker and the Design Team highly recommends soliciting multiple bid quotes for each item prior to contracting any work to ensure the most competitive and up to date bid numbers. Lions Indoor Pool Swimming Pool Assessment April 22nd, 2015 58 61 immediate Item Description Replacggll exposed mechanical room piping with Sch 80 PVC Asdd a contrasting.tale band at the 4' -6° depth contour 3 Replace existing main drains sumps and cokors veith VGB celgtiesinvotern 888i5 UrJT1p5 L3 13 EA trt Deist 5$4,„ fit S.3.540' 512,5100 Trate' S50,10.1 $2,500 $25,1100 Repaint all depth markers and warning signs. Add additional depth markers and warning signs wherever 4 needed to comply with Washington State Code 5 Replace all corroding and missing escutcheon plates 6 Permanently anchor the existing pool lig to the deck at the shallow end 7 Fill in and repair all areas of the pool decks where water is ponding, rebar is showing, or cracks have forrned 8 Replace all miss i ngnaroken tiles on pool shell 9 to Vulkern 116 or 226 Replace the caulking for the expansion mints between the deck slabs with chlonne resistant caulking similar 10 Provide flush mounted caps for all utilized deck anchors when they are not in use 11 :Provide color coded directional arrows to piping in the mechanical room. Install valve tags on all valves and provide a posted piping and valve schematic in accordance with industry standards Provide new vacuum gauges on the intake suction side of the pumps and pressure gauges on the discharge 12 , aide 13 Rns tall a flow rneter on the backwash line for hackwashing and pool draining piocedures 14 Provide a CO2 sensor and alarm ger the CO2 room 15 .Provide popper HAZMAT signage for the chemical rooms 30 yrovide Washington State Cade compliant del:dilation systerafor "gall -porn . 17 Repeal' Natatorium dehumidifier 18 Replace all starting blocks 19 .Replace all starting block anchors 05 Remove the 3 -Meter springboard 31 .Ins tall movable entry ramp Items Subtotal 10% Design Contingency 10% Indirect Costs Total (2015 USD) S 15 1 t S 1 LS 6 EA LS 4 1 /Unit 1 Wake a LS LS EA 1 LI EA $238,150 $23,815 $23,815 $285,7 Lions Indoor Pool Swimming Pool Assessment April 22"d, 2015 59 I 51,510 S too ammo $5,000 $ ism $50 $2,500 $100 $1,200 $.500 $20E) $5„000 $100000 $2,750 $50121 01,540 $7,000 $1500 Strom $5,000 Stow $300 $2,500 $400 $1,200 8200 $5,000 $10O,000 519,./50 $3,son $1,500 $7,000 Washington State Code Requirement Federal Law Requirement • Washington State Code Requirement, Federal ADA Law Requirement. 62 0- 5 Year 1 Provide new tecirettlation putnp 2 Renovate existing d e filter pit to accommodate new recirculation pump 3 Provide automatic vvater level control system, including wet cell and water meter totalicei tkyUn TypOs unit r„,95t 1 EA $10,000 1 L5 $29.000 Ls $12,o00 T01.211 $10,000 $2t1,1100 $12,000 Replace all valves with Schedule 80 PVC true union style hall valves .d butterfly valves Provide isolation valves kr eash piece of equipment (e.g. pump, filter system, heater, etc,) 5 install new Regenerative Media Filtration System 6 Replace pool piping from main drains to surge tank and install modulating float valve in surge tank 7 Provide new bulkhead 8 Provide a safety rail for the steps of the 3 -Meter diving board 9 Provide a 6" air gap between each backwash line and the backwash catch basin 10 Install a flow meter on each backwash line for backwashing and pool draining procedures 11 Provide a sealed and ventilated chemical storage rooms ler pool sanitizei and pH buffer 12 Provide new chlorine feed system for the pool sandizer 13 1nstall new Timing System and Scoreboard 14 Install new Pool plaster finish with ceramic tile trim 15 Rstptvvy catocdourniddhumtdirfier Items Subtotal 10% Design Contingency 10% Indirect Costs Total (2015 USD) LS $30,000 $30,000 LS $125,000 I LS $25,000 1 ) 15. $80,000 1 LS $2,S00 1 LS S1,500 EA $1,000 $125,000 100 $CSF $150 1 EA $7,,500 1 LS $50,000 7000 _ SF $20 14555 Sr $15 $747,825 $74,783 $74,783 7,390 $25,000 $90„00o $2500 $1,500 , $1,000 Confirm requirements with local $15,000 bitieftling department and Oire $7,500 S50,000 $140,000 5218,325 5 -10 Year kem DescriptiOrt Replace the gutter systems with either new stainless steel gutter systems or new concrete gutter systems Replace) all of the gutter underground piping, dropout piping, main drain piping, arid pressure return piping going between the pool shell and the pool mechanical room wtth new Schedule ao PVC piping Provide new floor inlets with directional eyeball fittings Provide waters tops for a penetrations through concrete, Properly fill in all old inlet penetrations with conereto. Replace all existing diving tands with new Ourafirm stando. and new diving boards. New Pool Boiler Items Subtotal 10% Design Contingency 10% Indirect Costs Total (2015 USD) 314 56 ittitInne LF LS 5/1ineation, 5/Unit B.,(1knit $279,640 $27,964 $27,964 $335, Lions Indoor Pool Swimming Pool Assessment April 22nd, 2015 60 . e Unit Cent Trtial $260 $81,640 $too,000 Ssoo $100,000 225 C0. 515,000 845,000 52-5000 525,000 Notes includes demolition and removal of ttes tent_ 63 4 Item NA=Ipt/on Provide thermal pool covers for when the non! is not in use to reduce pool heatiog costs ddd Provide stainless steel storage reels for storing the pool covers Anytime 1,14rtVp,o 5F Provide a VFD for each of the recirculation pump similar to a Pentair A. -Drive (Danfoss) or H20- Technolo,ties Smart Purr Control stem SPC5 Provide ultraydolet light (UV) disinfection and dechloiaminan on systems for tertiary water treatment to help maintain proper water and air chemistry in the natatorium Provide digital magmeter style flow meters with digital readout tor the pool return lines and connect to the VFD and chemica/ controller to ensure maximum energy efficiency while maintaining the design flow rate Items Subtotal 1O% Design Contingency 10% Indirect Costs Total (2015 USD) LA EA EA $67,778 $6,778 $6,778 $81,333 Lions Indoor Pool Swimming Pool Assessment April 22"d, 2015 61 UEilttast Taldtt 52 50 9.778d Stp„oao 520,000 $1,000 $1,000 $25,000 $25,000 $1,000 2,000 RESOLUTION NO. R-2015-041 A RESOLUTION authorizing the City Manager to execute an agreement with Counsilman-Hunsaker for the facility audit of Lions Pool. WHEREAS, the City is the owner of Lions Pool located at 509 West Pine Street, Yakima, Washington, and situated generally upon and within Yakima County Assessor's Parcel No. 181324-44432; and WHEREAS, the Pool is a valuable recreational resource for the community; and WHEREAS, the City intends to undertake a facility audit for Lions Pool, and WHEREAS, the Consultant possesses expertise in the field of swimming pool design and engineering; and WHEREAS, the City desires to retain the Consultant as its independent contractor for purposes of evaluating the existing Lions Pool aquatic facility, located in Yakima, WA hereinafter referred to as the "Project"; and WHEREAS, it is in the best interest of the City of Yakima to execute the attached agreement, now therefore, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF YAKIMA: The City Manager is hereby authorized and directed to execute and administer the attached and incorporated agreement between the City of Yakima and Counsilman- Hunsaker for the facility audit of Lions Pool. ADOPTED BY THE CITY COUNCIL this 7th day of April, 2015 ATTEST: Micah Cawli, Mayor 64 PA Counsilman • Hunsaker AQUATICS FOR LIFE FACILITY AUDIT AGREEMENT THIS AGREEMENT is made and entered into this 'day of 65 , 2015, by and between the CITY OF YAKIMA, hereinafter referred to as the "OWNER" and COUNSILMAN- HUNSAKER, a Missouri corporation, doing business at 10733 Sunset Office Drive, Suite 400, St. Louis, Missouri 63127-1018, hereinafter referred to as the "Consultant". WHEREAS, the Owner intends to undertake a facility audit for an aquatic center, and WHEREAS, the Consultant is a consultant possessing expertise in the field of swimming pool design and engineering, and WHEREAS, the Owner desires to retain the Consultant as its independent contractor for purposes of evaluating the existing aquatic center at the LIONS POOL, located in YAKIMA, WASHINGTON hereinafter referred to as the "Project" and, NOW, THEREFORE, in consideration of the covenants and agreements herein contained, the parties hereto agree as follows: Dallas • Denver • Los Angeles ■ St. Louis www.chh2o com 66 I. SERVICES: The Owner hereby retains the Consultant as its swimming pool engineering consultant for the proposed project. The scope of the Consultant's services are: Facility Audit 1. Prepare a commentary on the existing condition of the: • Pool structure and finishes • Recirculating system, piping, fittings, and valves • Filtration system, mechanical and overflow recovery system • Water chemistry treatment system • Pump, flow meters, gauges, and controls, etc. • Deck equipment 2. Review the pool(s) for deficiencies with regard to current local health code, federal law, and industry standards. 3. Prepare a general commentary on support spaces including the bather preparation area and equipment areas. 4. Prepare an overview commentary on the existing condition of natatorium systems including: • Deck surface - deck drainage • Interior coatings • Acoustical system • Heating system/air handling • Heating duct system • Dehumidification system • Climate control • Pool water heating • Overhead lighting/illumination, emergency lighting • Light fixture/ballast suspension system • Doors and door frames • Accessibility provision - A.D.A. • Codes and standards 5. Prepare specific commentary on any necessary repairs, replacement or restoration of the pool systems, including identification of issues requiring further intensive evaluation and analysis. 6. Recommend priority of renovation or replacement of pool systems, (i.e., immediate, remedial, and/or long range, etc.). Dallas • Denver • Los Angeles • St. Louis www chh2o.com 67 7. Provide an opinion of probable construction cost for the swimming pool(s) and address questions regarding such estimate data for the aquatic facility. The Consultant does not guarantee opinion of probable costs. 8. Submit a written report of perceived sub -standard conditions and/or shortcomings of the overall facility with commentary for possible action for correction, including identification of any equipment and/or systems requiring more intensive evaluation and analysis by the consultant and/or other consultants specializing in other disciplines. Services to be provided to Counsilman-Hunsaker will primarily consist of furnishing all available in written reports and in its most recent form for the facility including: 1. A written report (or copy of staff report) on existing construction or equipment problems and on-going maintenance problems. Note: The items in the staff report will constitute the primary focus of the survey/audit study. 2. Original construction plans and specifications and/or subsequent construction documents for repair, renovation, replacement, etc. 3. Operation and Maintenance Manuals. 4. Shop drawings or other submittal data from the original construction or from subsequent construction. 5. Submittal data or manufacturers' data on equipment now installed. 6. A written report (or copy of staff reports) on recent work completed on the pool. 7. A reported loss of water (quiescent) in 24 hours. 8. A copy of any reports from regulatory agencies listing deficiencies in the facility. 9. A copy of any accident reports (by the staff) or a list of perceived safety hazards to the user or staff. 10. A "wish list" for features or changes desired in the facility. (This list could be accommodated in a stage -progression and allowances made in any plans for future work.) 11. Cost estimates and/or proposals recently received for renovation or replacement work. 11 February 2015 Page 3 Lions Pool — Yakima, WA 68 II. EXCLUSIONS: The Consultant excludes the extensive and likely invasive examinations listed below. Extensive analysis of these areas of concern shall be authorized by the Owner as an additional service and completed by other Consultants specializing in these disciplines. 1. Structural analysis of pool shell(s). 2. Determining causes of identified water loss. 3. Geotechnical testing and analysis at the site. 4. Determining water table elevations at the site. 5. Locating aquifers at the site. 6. Locating electrical currents and their sources at and around the pool(s). 7. Equipotential bonding and grounding of the pool(s). III. DRAWINGS: All of the reports, drawings and specifications prepared by the Consultant as instruments of service are and shall be the property of the Consultant whether the project for which they are made is executed or not. The Owner shall be permitted to retain copies, including reproducible copies of the reports, drawings and specifications. IV. HOLD HARMLESS: To the fullest extent permitted by law, and notwithstanding any other provision of this Agreement, the total liability, in the aggregate, of the Consultant and the Consultant's officers, directors, partners, employees, agents and Consultant's Subconsultants, and any of them, to the Client, Owner and anyone claiming by, through or under the Client or Owner for any and all claims, losses, costs, or damages whatsoever arising out of, resulting from, or in a anyway related to the drawings, specifications, reports, conclusions and recommendations shall not exceed the total compensation received by the Consultant under this Agreement. It is intended that this limitation apply to any and all liability or cause of action however alleged or arising, unless otherwise prohibited by law. This Agreement shall be administered and interpreted under the laws of the State of Washington. Jurisdiction of litigation arising from this Agreement shall be in Washington State. If any part of this Agreement is found to conflict with applicable laws, such part shall be inoperative, null, and void insofar with said laws, but the remainder shall be in full force and effect. Venue for all disputes arising under this Agreement shall lie in a court of competent jurisdiction in Yakima County, State of Washington. V. FEES: Total fees shall not exceed $20,000.00 which includes one (1) site visit and related travel expenses. The Consultant shall submit monthly statements of basic and additional services and for reimbursable expense incurred, based upon the Consultant's hourly rate schedule for services completed at the time of billing. Reimbursable expenses shall include qualifying travel expenses, postage, express mailings, printing expenses for copies in excess of 10 of the final report and 5 draft copies, and any artwork desired, such as renderings that might be used in community publicity. Telephone and fax service are included in the basic fee. 11 February 2015 Page 4 Lions Pool — Yakima, WA 69 Owner shall make payment within thirty (30) days after receipt of invoice from Counsilman- Hunsaker. If Owner fails to make any payment due Consultant for services and expenses within forty-five (45) days after invoice date. Consultant may, after giving seven (7) days written notice to the Owner, suspend services until payment is made in full of all past due invoices for this project. To the fullest extent permitted by law, and notwithstanding any other provision of this Agreement, the total liability, in the aggregate, of Counsilman-Hunsaker and Counsilman- Hunsaker's officers, directors, partners, employees, agents and Counsilman-Hunsaker's consultants, and any of them, to Owner and anyone claiming by, through or under OWNER for any and all claims, losses, costs, or damages whatsoever arising out of, resulting from, or in any way related to the conclusions and recommendations expressed in the Facility Audit shall not exceed the total compensation received by Counsilman-Hunsaker under this Agreement. VI. ADDITIONAL SERVICES: All additional services must be authorized in writing. The Consultant shall be paid for additional services according to the following fee schedule (if not listed as a lump sum): Principal/Studio Director Site Visit Project Manager Project Engineer/Architect Design Associate Administrative $ 160.00/hour $1,500.00 / day plus expenses $13 5.00/hour $110.00/hour $90.00/hour $55.00/hour VII. TERMINATION: Each party agrees that upon the occurrence of a material breach or default of the other under the terms of this Agreement, it shall provide written notice of such default to the other. Such written notification given by the party shall specifically state the material breach or default under the terms of this Agreement. The notified party shall have thirty (30) days after such notice is given to remedy the specific breach or default. Upon the failure by the defaulting party to cure the specified breach or default within the allotted time, or recurrence of the same breach within thirty (30) days after its initial cure, the other party shall have the right to terminate this Agreement except with respect to any liabilities or obligations which, under the terms of this Agreement are to survive its termination. VIII. SCHEDULE OF WORK: The Consultant shall execute all of the tasks listed above within 60 calendar days of receipt of a signed agreement and authorization to proceed. Review periods by the Owner, or other extensions not caused by the Consultant, will be added to the 60 calendar days. 11 February 2015 Page 5 Lions Pool — Yakima, WA 70 IX. ENTIRE AGREEMENT: This agreement constitutes the entire understanding between the parties and cannot be modified except by their mutual written consent. In the event of a conflict between this Agreement and the terms of any other agreement or document pertaining to the Project, the terms and provisions of this Agreement will be controlling. IN WITNESS WHEREOF, the parties have hereunto set their hands on the day and year first above written. ACCEPTED: COUNSILMAN-HUNKER f Signature / President Title March 26, 2015 Date Client Information: Ken Wilkinson City of Yakima Parks and Recreation Manager 509.575.6005 ken.wilkinson@yakimawa.gov City of Yakima Ton 0 Rourke Print Name Title City Manager Date CITYCONTRACitiO -20 S' U72 REsoumoma-aQiS't)' 11 February 2015 Page 6 Lions Pool — Yakima, WA I E1 1. J LE BUSINESSOF THE CITY ' OUN IL YAKIMA,' WASHINGTON AGENDA STATEMENT 71 For Me ngo l leo. 5 F. Lpril 7, 2015 Resolution authorizing a Facility Audit Agreement with Counsilmari Hunsaker to evaluate capital repair/reel acem ent needs for Lions Pool Scott Schafer, Director of Public "Work Ken Wilkinson, Parks and Rerre atio Kions Pool is currently the Citi of alims.'s only indoor pool. provided nearly 45 years of service to our corlir.unit . (509) 576-6416 ing facility that has Pat -k.) and Recreation Division intends to undertake a facility audit to evaluate its capital' repEi.r/replacement needs. Parks and Recreation desires to retain a consultant as its rldependent contractor for the purpose of"evaluating the existing aquatic facilit . o nsilrli an-Hur sakes possesses such expertise in the field of swimming pool design and engineering. The scope of the consultant's servi yes are preparing a cotrirnentary on the existing condition, reviewing the pool for deficiencies, preparing specific C 0 al entary or any necessary repairs, replacement or restoration of the pool systems, recornrrlend111O priority of renovation or replacement of pool systems, providing an pini ort of p11 'balle c nstructiorl cost for the swimming pool and address questions regarding such estirll ate data for the aqua ti e facil acid subrnitting a written report: Courts -Hurl al er Till prov future rep air/rept ar ern ent needs' e: teed Twenty Thousand D oll ars (' Resolution. Other (Sp ecify) Contract: trt Date. Item Budgeted: No Funding SourceiFiscalImpact: strategic Priorit Inurttce Required? Yes City withan. indepth ons Pool. The terms o 0,000. (See attarhedAgr Odin ince: Contract Ter End Date: Amount: S' Parks Capital Fund Improve the Built Environ 60 days 000 snt o. Ken ill inson Phone: 509-575-6416 APPROVED FOR T T AL RE. END ATION: Staff respectfully requests City 'Council approve the Resolution authorizing the Agreement with Counsilman-Hunsa.ker for the facility audit of Lions Pool. ATTACHMENTS: Description L'1 memo Counsilman-Hunsaker fad lity audit CI resolution Councilman-Hunsaker facility audit CI agreement Caunsilman-Hunsaker facility audit Upload Date 1 at2']1 s a 72 Type Cover M emo R esoluti on C ontract 73 Memorandum Date: March 18, 2015 To: Honorable Mayor, Members of City Council, City Manager From: Scott Schafer, Public Works Director Ken Wilkinson, Parks and Recreation Manager Subject: Agreement between City of Yakima and Counsilman-Hunsaker Parks and Recreation intends to undertake a facility audit for Lions Pool. Counsilman-Hunsaker is a consultant possessing expertise in the field of swimming pool design and engineering. Parks and Recreation desires to retain the consultant as its independent contractor for purposes of evaluating the existing aquatic facility. The cost of the services provided by Counsilman-Hunsaker will not exceed $20,000. The scope of the consultant's services are preparing a commentary on the existing condition, reviewing the pool for deficiencies, preparing specific commentary on any necessary repairs, replacement or restoration of the pool systems, recommending priority of renovation or replacement of pool systems, providing an opinion of probable construction cost for the swimming pool and address questions regarding such estimate data for the aquatic facility and submitting a written report. BUSINESS OF THE CITY COUNCIL YAKIMA, WASHINGTON AGENDASTATEMENT 74 Item No. 6.B. For Meeting of: July 5, 2016 ITEM TITLE: Resolution authorizing an agreement with Perteet, Inc., in an amount not to exceed $45,000, to prepare design engineering plans for the Lion's Pool Improvements SUBMITTED BY: Brett Sheffield, Chief Engineer— 576-6797 SUMMARY EXPLANATION: In April 2015, the consulting firm of Counsilman-Hunsaker completed a swimming pool assessment of Lions Pool to: identify conditions that are substandard in the pool; identify equipment that is not functional or not operating as designed; and, to assist in defining a course of action regarding any necessary updates, repairs or modifications that need to be made to the pool or pool systems. Some of the items that need to be repaired soon include: replace the recirculation pump; install a new filtration system; replace pool piping from main drains to surge tank; and, replace the bulkhead. In order to select a consulting firm to develop the plans detailing the improvements, the City followed the procedures established by the State of Washington to select and recommend a professional firm using the Municipal Research and Service Center Professional Services roster process to select a firm to prepare the engineering plans detailing the desired pool improvements. As Perteet, Inc. was determined to be qualified to perform the needed design work, the costs to perform this work have been negotiated, and a professional services agreement has been developed in an amount not to exceed $45,000. A copy of the professional services agreement is attached for review. ITEM BUDGETED: STRATEGIC PRIORITY: APPROVED FOR SUBMITTAL Interim City Manager STAFF RECOMMENDATION: Adopt resolution. BOARD/COMMITTEE RECOMMENDATION: The Parks Commission recommends Council approve the agreement and resolution. ATTACHMENTS: Description Upload Date Resolution 6/24/2016 CI Professional Service Agreement 6/24/2016 Type Cover Memo Cover Memo 75 76 RESOLUTION NO. 2016 - A RESOLUTION authorizing the City Manager to execute a Professional Services Agreement with Perteet, Inc., not to exceed $45,000, to prepare design engineering plans for the Lion's Pool Improvements. WHEREAS, Lion's Pool is the only public indoor swimming facility in Yakima and is important to the quality of life for citizens', as well as, the facility used by the City's High Schools for the swimming teams; and, WHEREAS, due to the recommendations of the 2015 Swimming Pool Assessment performed for Lion's Pool, funds have been budgeted to make some of the most important improvements to Lion's Pool; and WHEREAS, the City desires to hire an engineering consulting firm to develop the plans and specifications required to make these improvements; and, WHEREAS, the City of Yakima has followed the procedure established by the State of Washington to select and recommend a professional firm using the Municipal Research and Service Center Professional Services Roster process to select a firm to perform the design work; and WHEREAS, Perteet, Inc. was determined to be qualified to perform the needed design work; and WHEREAS, the Scope of Work and Budget included in this Professional Services Agreement meet the needs and requirements of the City of Yakima for this project, now, therefore, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF YAKIMA: The City Manager is hereby authorized to execute the Professional Services Agreement with Perteet, Inc., attached hereto and incorporated herein by this reference not to exceed Forty -Five Thousand Dollars ($45,000) to provide the Professional Services as described in the Agreement. ADOPTED BY THE CITY COUNCIL this 51h day of July, 2016. Avina Gutierrez, Mayor ATTEST: Sonya Claar-Tee, City Clerk For City of Yakima Use Only: Contract No. Project No. Resolution No. SOQ No. AGREEMENT BETWEEN CITY OF YAKIMA, WASHINGTON AND PERTEET, INC. FOR PROFESSIONAL SERVICES 77 THIS AGREEMENT, made and entered into on this day of , 2016, by and between the City of Yakima, Washington, a municipal corporation with its principal office at 129 North Second Street, Yakima, WA 98901, hereinafter referred to as "CITY", and Perteet, Inc., with its principal office at 2707 Colby Avenue, Suite 900, Everett, WA 98201, hereinafter referred to as "ENGINEER"; said corporation and its principal engineers are licensed and registered to do business in the State of Washington, and will provide professional services under this Agreement for Lions Park Pool Improvements Project on behalf of the City of Yakima, Project No. , herein referred to as the "PROJECT." WITNESSETH: RECITALS WHEREAS, CITY desires to retain the ENGINEER to provide engineering services for design and construction of the PROJECT, as described in this Agreement and subsequent Amendments thereto; and WHEREAS, ENGINEER represents that it has available and offers to provide personnel with knowledge and experience necessary to satisfactorily accomplish the work within the required time and that it has no conflicts of interest prohibited by law from entering into this Agreement; NOW, THEREFORE, CITY and ENGINEER agree as follows: SECTION 1 INCORPORATION OF RECITALS 1.1 The above recitals are incorporated into these operative provisions of the Agreement. SECTION 2 SCOPE OF SERVICES 2.0.1 ENGINEER agrees to perform those services described hereafter. Unless modified in writing by both parties, duties of ENGINEER shall not be construed to exceed those services specifically set forth herein. 2.0.2 ENGINEER shall use its best efforts to maintain continuity in personnel and shall assign, Kirk Holmes as Principal -in -Charge throughout the term of this Agreement unless other personnel are approved by the CITY. 2.1 Basic Services: ENGINEER agrees to perform those tasks described in Exhibit A, entitled "Lions Park Pool Improvements Scope of Services" (WORK) which is attached hereto and made a part of this Agreement as if fully set forth herein. 2.2 Additional Services: CITY and ENGINEER agree that not all WORK to be performed by ENGINEER can be defined in detail at the time this Agreement is executed, and that additional WORK related to the Project and not covered in Exhibit A may be needed during performance of this Agreement. CITY may, at any time, by written order, direct the ENGINEER to revise portions of the PROJECT WORK previously completed in a satisfactory manner, delete portions of the PROJECT, or request that the Page 1 78 ENGINEER perform additional WORK beyond the scope of the PROJECT WORK. Such changes hereinafter shall be referred to as "Additional Services." 2.2.1 If such Additional Services cause an increase or decrease in the ENGINEER'S cost of, or time required for, performance of any services under this Agreement, a contract price and/or completion time adjustment pursuant to this Agreement shall be made and this Agreement shall be modified in writing accordingly. 2.2.2 Compensation for each such request for Additional Services shall be negotiated by the CITY and the ENGINEER according to the hourly rates set forth in Exhibit C, attached hereto and incorporated herein by this reference, and if so authorized, shall be considered part of the PROJECT WORK. The ENGINEER shall not perform any Additional Services until so authorized by CITY and agreed to by the ENGINEER in writing. 2.3 The ENGINEER must assert any claim for adjustment in writing within thirty (30) days from the date of the ENGINEER's receipt of the written notification of change. SECTION 3 CITY'S RESPONSIBILITIES 3.1 CITY -FURNISHED DATA: The CITY will provide to the ENGINEER all technical data in the CITY'S possession relating to the ENGINEER'S services on the PROJECT including information on any pre- existing conditions known to the CITY that constitute hazardous waste contamination on the PROJECT site as determined by an authorized regulatory agency. 3.2 ACCESS TO FACILITIES AND PROPERTY: The CITY will make its facilities reasonably accessible to ENGINEER as required for ENGINEER'S performance of its services and will provide labor and safety equipment as reasonably required by ENGINEER for such access. 3.3 TIMELY REVIEW: The CITY will examine the ENGINEER'S studies, reports, sketches, drawings, specifications, proposals, and other documents; obtain advice of an attorney, insurance counselor, accountant, auditor, bond and financial advisors, and other consultants as CITY deems appropriate; and render in writing decisions required of CITY in a timely manner. Such examinations and decisions, however, shall not relieve the ENGINEER of any contractual obligations nor of its duty to render professional services meeting the standards of care for its profession. 3.4 CITY shall appoint a CITY'S Representative with respect to WORK to be performed under this Agreement. CITY'S Representative shall have complete authority to transmit instructions and receive information. ENGINEER shall be entitled to reasonably rely on such instructions made by the CITY'S Representative unless otherwise directed in writing by the CITY, but ENGINEER shall be responsible for bringing to the attention of the CITY'S Representative any instructions which the ENGINEER believes are inadequate, incomplete, or inaccurate based upon the ENGINEER'S knowledge. 3.5 Any documents, services, and reports provided by the CITY to the ENGINEER are available solely as additional information to the ENGINEER and will not relieve the ENGINEER of its duties and obligations under this Agreement or at law. The ENGINEER shall be entitled to reasonably rely upon the accuracy and the completeness of such documents, services and reports, but shall be responsible for exercising customary professional care in using and reviewing such documents, services, and reports and drawing conclusions there from. SECTION 4 AUTHORIZATION, PROGRESS, AND COMPLETION 4.1 In signing this Agreement, CITY grants ENGINEER specific authorization to proceed with WORK described in Exhibit A. The time for completion is defined in Exhibit A, or as amended. Page 2 79 SECTION 5 COMPENSATION 5.1 COMPENSATION ON A TIME SPENT BASIS AT SPECIFIC HOURLY RATES: For the services described in Exhibit A, compensation shall be according to Exhibit C - Schedule of Specific Hourly Rates, attached hereto and incorporated herein by this reference. The estimated cost to perform this work, on a time spent basis, plus reimbursement for direct non -salary expenses is as shown in Exhibit B. 5.1.1 DIRECT NON -SALARY EXPENSES: Direct Non -Salary Expenses are those costs incurred on or directly for the PROJECT including, but not limited to, necessary transportation costs, including current rates for ENGINEER'S vehicles; meals and lodging; laboratory tests and analyses; printing, binding and reproduction charges; all costs associated with other outside nonprofessional services and facilities; special CITY -requested and PROJECT -related insurance and performance warranty costs; and other similar costs. Reimbursement for Direct Non -Salary Expenses will be on the basis of actual charges plus a reasonable markup, not to exceed ten percent (10%) and on the basis of current rates when furnished by ENGINEER. Estimated Direct Non -Salary Expenses are shown in Exhibit B. 5.1.1.1 Travel costs, including transportation, lodging, subsistence, and incidental expenses incurred by employees of the ENGINEER and each of the Subconsultants in connection with PROJECT WORK; provided, as follows: • That a maximum of U.S. INTERNAL REVENUE SERVICE allowed cents per mile will be paid for the operation, maintenance, and depreciation costs of company or individually owned vehicles for that portion of time they are used for PROJECT WORK. ENGINEER, whenever possible, will use the least expensive form of ground transportation. • That reimbursement for meals inclusive of tips shall not exceed a maximum of forty dollars ($40) per day per person. This rate may be adjusted on a yearly basis. • That accommodation shall be at a reasonably priced hotel/motel. • That air travel shall be by coach class, and shall be used only when absolutely necessary. 5.1.2 Telephone charges, computer charges, in-house reproduction charges, first class postage, and FAX charges are not included in the direct expense costs, but are considered included in the Schedule of Specific Hourly Billing Rates. 5.1.3 Professional Subconsultants. Professional Subconsultants are those costs for engineering, architecture, geotechnical services and similar professional services approved by the CITY. Reimbursement for Professional Subconsultants will be on the basis of actual costs billed plus a reasonable markup, not to exceed ten percent (10%) for services provided to the CITY through this Agreement. Estimated Subconsultant costs are shown in Exhibit B. 5.2 Unless specifically authorized in writing by the CITY, the total budgetary amount for this PROJECT shall not exceed Forty -Five Thousand Dollars ($45,000.00). The ENGINEER will make reasonable efforts to complete the WORK within the budget and will keep CITY informed of progress toward that end so that the budget or WORK effort can be adjusted if found necessary. The ENGINEER is not obligated to incur costs beyond the indicated budget, as may be adjusted, nor is the CITY obligated to pay the ENGINEER beyond these limits. When any budget has been increased, the ENGINEER'S excess costs expended prior to such increase will be allowable to the same extent as if such costs had been incurred after the approved increase, and provided that the City was informed in writing at the time such costs were incurred. Page 3 80 5.3 The ENGINEER shall submit to the City's Representative an invoice each month for payment for PROJECT services completed through the accounting cut-off day of the previous month. Such invoices shall be for PROJECT services and WORK performed and costs incurred prior to the date of the invoice and not covered by previously submitted invoices. The ENGINEER shall submit with each invoice a summary of time expended on the PROJECT for the current billing period, copies of subconsultant invoices, and any other supporting materials determined by the City necessary to substantiate the costs incurred. CITY will use its best efforts to pay such invoices within thirty (30) days of receipt and upon approval of the WORK done and amount billed. CITY will notify the ENGINEER promptly if any problems are noted with the invoice. CITY may question any item in an invoice, noting to ENGINEER the questionable item(s) and withholding payment for such item(s). The ENGINEER may resubmit such item(s) in a subsequent invoice together with additional supporting information required. 5.4 If payment is not made within sixty (60) days following receipt of approved invoices, interest on the unpaid balance shall accrue beginning with the sixty-first (61) day at the rate of 1.0% per month or the maximum interest rate permitted by law, whichever is less; provided, however, that no interest shall accrue pursuant to Chapter 39.76 RCW when before the date of timely payment a notice of dispute is issued in good faith by the CITY to the ENGINEER pursuant to the terms of RCW 39.76.020(4). 5.5 Final payment of any balance due the ENGINEER for PROJECT services will be made within forty- five (45) days after satisfactory completion of the services required by this Agreement as evidenced by written acceptance by CITY and after such audit or verification as CITY may deem necessary and execution and delivery by the ENGINEER of a release of all known payment claims against CITY arising under or by virtue of this Agreement, other than such payment claims, if any, as may be specifically exempted by the ENGINEER from the operation of the release in stated amounts to be set forth therein. 5.6 Payment for any PROJECT services and WORK shall not constitute a waiver or release by CITY of any claims, right, or remedy it may have against the ENGINEER under this Agreement or by law, nor shall such payment constitute a waiver, remission, or discharge by CITY of any failure or fault of the ENGINEER to satisfactorily perform the PROJECT WORK as required under this Agreement. SECTION 6 RESPONSIBILITY OF ENGINEER 6.1 The ENGINEER shall be responsible for the professional quality, technical adequacy and accuracy, timely completion, and the coordination of all plans, design, drawings, specifications, reports, and other services furnished by the ENGINEER under this Agreement. The ENGINEER shall, without additional compensation, correct or review any errors, omissions, or other deficiencies in its plans, designs, drawings, specifications, reports, and other services. The ENGINEER shall perform its WORK according to generally accepted civil engineering standards of care and consistent with achieving the PROJECT WORK within budget, on time, and in compliance with applicable laws, regulations, and permits. 6.2 CITY'S review or approval of, or payment for, any plans, drawings, designs, specifications, reports, and incidental WORK or services furnished hereunder shall not in any way relieve the ENGINEER of responsibility for the technical adequacy, completeness, or accuracy of its WORK and the PROJECT WORK. CITY'S review, approval, or payment for any of the services shall not be construed to operate as a waiver of any rights under this Agreement or at law or any cause of action arising out of the performance of this Agreement. 6.3 In performing WORK and services hereunder, the ENGINEER and its subcontractors, subconsultants, employees, agents, and representatives shall be acting as independent contractors and shall not be deemed or construed to be employees or agents of CITY in any manner whatsoever. The ENGINEER shall not hold itself out as, nor claim to be, an officer or employee of CITY by reason hereof and will Page 4 81 not make any claim, demand, or application to or for any right or privilege applicable to an officer or employee of CITY. The ENGINEER shall be solely responsible for any claims for wages or compensation by ENGINEER employees, agents, and representatives, including subconsultants and subcontractors, and shall save and hold CITY harmless therefrom. 6.4 INDEMNIFICATION: (a) ENGINEER agrees to defend, indemnify, and hold harmless the CITY, its elected and appointed officials, agents, officers, employees, agents and volunteers (hereinafter "parties protected") from (1) claims, demands, liens, lawsuits, administrative and other proceedings,(including reasonable costs and attorneys fees) and (2) judgments, awards, losses, liabilities, damages, penalties, fines, costs and expenses of any kind claimed by third parties arising out of, or related to any death, injury, damage or destruction to any person or any property to the extent caused by any negligent act, action, default, error or omission or willful misconduct arising out of the Engineer's performance under this Agreement. In the event that any lien is placed upon the City's property or any of the City's officers, employees or agents as a result of the negligence or willful misconduct of the Engineer, the Engineer shall at once cause the same to be dissolved and discharged by giving bond or otherwise. (b) CITY agrees to indemnify and hold the ENGINEER harmless from loss, cost, or expense of any kind claimed by third parties, including without limitation such loss, cost, or expense resulting from injuries to persons or damages to property, caused solely by the negligence or willful misconduct of the CITY, its employees, or agents in connection with the PROJECT. (c) If the negligence or willful misconduct of both the ENGINEER and the CITY (or a person identified above for whom each is liable) is a cause of such third party claim, the loss, cost, or expense shall be shared between the ENGINEER and the CITY in proportion to their relative degrees of negligence or willful misconduct and the right of indemnity will apply for such proportion. (d) Nothing contained in this Section or this Agreement shall be construed to create a liability or a right of indemnification in any third party. 6.5 ENGINEER'S Waiver of Employer's Immunity under Title 51 RCW. ENGINEER intends that its indemnification, defense, and hold harmless obligations set forth above in Section (a) shall operate with full effect regardless of any provision to the contrary in Title 51 RCW, Washington's Industrial Insurance Act. Accordingly, to the extent necessary to fully satisfy the ENGINEER'S indemnification, defense, and hold harmless obligations set forth above in section A, ENGINEER specifically waives any immunity granted under Title 51 RCW, and specifically assumes all potential liability for actions brought by employees of the ENGINEER against the CITY and its elected and appointed officials, officers, employees, attorneys, agents, and volunteers. The parties have mutually negotiated this waiver. ENGINEER shall similarly require that its subcontractors, and anyone directly or indirectly employed or hired by ENGINEER, and anyone for whose acts ENGINEER may be liable in connection with its performance of this Agreement, to comply with the terms of this paragraph, waive any immunity granted under Title 51 RCW, and assume all potential liability for actions brought their respective employees. 6.6 It is understood that any resident engineering or inspection provided by ENGINEER is for the purpose of determining compliance with the technical provisions of PROJECT specifications and does not constitute any form of guarantee or insurance with respect to the performance of a contractor. ENGINEER does not assume responsibility for methods or appliances used by a contractor, for a contractor's safety programs or methods, or for compliance by contractors with laws and regulations. CITY shall use its best efforts to ensure that the construction contract requires that the contractor(s) indemnify and name CITY, the CITY'S and the ENGINEER'S officers, principals, employees, agents, Page 5 82 representatives, and engineers as additional insureds on contractor's insurance policies covering PROJECT, exclusive of insurance for ENGINEER professional liability. 6.7 SUBSURFACE INVESTIGATIONS: In soils, foundation, groundwater, and other subsurface investigations, the actual characteristics may vary significantly between successive test points and sample intervals and at locations other than where observation, exploration, and investigations have been made. Because of the inherent uncertainties in subsurface evaluations, changed or unanticipated underground conditions may occur that could affect total PROJECT cost and/or execution. These conditions and cost/execution effects are not the responsibility of the ENGINEER, to the extent that ENGINEER has exercised the applicable and appropriate standard of professional care and judgment in such investigations. 6.8 The provisions of Section 6 shall survive the expiration or termination of this Agreement. SECTION 7 PROJECT SCHEDULE AND BUDGET 7.1 The general PROJECT schedule and the budget for both the entire PROJECT and its component tasks shall be as set forth in this Agreement and attachments. The project schedule and performance dates for the individual tasks shall be mutually agreed to by the CITY and the ENGINEER within fifteen (15) days after execution of this Agreement. The performance dates and budgets for tasks may be modified only upon written agreement of the parties hereto. The performance date for tasks and the completion date for the entire PROJECT shall not be extended, nor the budget increased because of any unwarranted delays attributable to the ENGINEER, but may be extended or increased by the CITY in the event of a delay caused by special services requested by the CITY or because of unavoidable delay caused by any governmental action or other conditions beyond the control of the ENGINEER which could not be reasonably anticipated. 7.2 Not later than the tenth (10) day of each calendar month during the performance of the PROJECT, the ENGINEER shall submit to the CITY'S Representative a copy of the current schedule and a written narrative description of the WORK accomplished by the ENGINEER and subconsultants on each task, indicating a good faith estimate of the percentage completion thereof on the last day of the previous month. Additional oral or written reports shall be prepared at the request of the CITY for presentation to other governmental agencies and/or to the public. SECTION 8 REUSE OF DOCUMENTS 8.1 All internal WORK products of the ENGINEER are instruments or service of this PROJECT. There shall be no reuse, change, or alteration by the CITY or others acting through or on behalf of the CITY without written permission of the ENGINEER, which shall not be unreasonably withheld and will be at the CITY's sole risk. The CITY agrees to indemnify the ENGINEER and its officers, employees, subcontractors, and affiliated corporations from all claims, damages, losses, and costs including, but not limited to, litigation expenses and attorney's fees arising out of or related to such unauthorized reuse, change, or alteration; provided, however, that the ENGINEER will not be indemnified for such claims, damages, losses, and costs including, without limitation, litigation expenses and attorney fees were caused by the ENGINEER's own negligent acts or omissions. 8.2 The ENGINEER agrees that ownership of any plans, drawings, designs, specifications, computer programs, technical reports, operating manuals, calculations, notes, and other WORK submitted or which are specified to be delivered under this Agreement or which are developed or produced and paid for under this Agreement, whether or not complete, shall be vested in the CITY. 8.3 All rights to patents, trademarks, copyrights, and trade secrets owned by ENGINEER (hereinafter "Intellectual Property") as well as any modifications, updates or enhancements to said Intellectual Page 6 83 Property during the performance of the WORK remain the property of ENGINEER, and ENGINEER does not grant CITY any right or license to such Intellectual Property. SECTION 9 AUDIT AND ACCESS TO RECORDS 9.1 The ENGINEER, including its subconsultants, shall maintain books, records, documents and other evidence directly pertinent to performance of the WORK under this Agreement in accordance with generally accepted accounting principles and practices consistently applied. The CITY, or the CITY'S duly authorized representative, shall have access to such books, records, documents, and other evidence for inspection, audit, and copying for a period of three years after completion of the PROJECT. The CITY shall also have access to such books, records, and documents during the performance of the PROJECT WORK, if deemed necessary by the CITY, to verify the ENGINEER'S WORK and invoices. 9.2 Audits conducted pursuant to this section shall be in accordance with generally accepted auditing standards and established procedures and guidelines of the reviewing or auditing agency. 9.3 The ENGINEER agrees to the disclosure of all information and reports resulting from access to records pursuant to this section provided that the ENGINEER is afforded the opportunity for an audit exit conference and an opportunity to comment and submit any supporting documentation on the pertinent portions of the draft audit report and that the final audit report will include written comments, if any, of the ENGINEER. 9.4 The ENGINEER shall ensure that the foregoing paragraphs are included in each subcontract for WORK on the Project. 9.5 Any charges of the ENGINEER paid by the CITY which are found by an audit to be inadequately substantiated shall be reimbursed to the CITY. 9.6 The records relating to the WORK shall at all times be subject to inspection by and with the approval of the CITY, bu the making of (or failure or delay in making) such inspection or approval shall not relieve ENGINEER of responsibility for the performance of WORK in accordance with this Agreement, notwithstanding the CITY'S knowledge of defective or non -complying performance, its substantiality or the ease of its discovery. ENGINEER shall provide the CITY sufficient, safe, and proper facilities, and/or send copies of the requested documents to the CITY. ENGINEER'S records relating to the WORK and PROJECT will be provided to the CITY upon the CITY'S request. 9.7 ENGINEER shall promptly furnish the CITY with such information and records which are related to the WORK of this Agreement as may be requested by the CITY. Until the expiration of six (6) years after final payment of the compensation payable under this Agreement, or the final day of work on the PROJECT, whichever is later, or for a longer period if required by law or by the Washington State Secretary of State's record retention schedule, ENGINEER shall retain and provide the CITY access to (and the CITY shall have the right to examine, audit and copy) all of ENGINEER'S books, documents, papers and records which are related to the WORK performed by ENGINEER under this Agreement. 9.8 All records relating to ENGINEER'S services under this Agreement must be made available to the CITY, and the records relating to the WORK and PROJECT are CITY records. They must be produced to third parties, if required pursuant to the Washington State Public Records Act, Chapter 42.56 RCW, or by law. All records relating to ENGINEER'S services under this Agreement must be retained by ENGINEER for the minimum period of time required pursuant to the Washington State Secretary of State's records retention schedule. 9.9 The terms of this section shall survive any expiration or termination of this Agreement. Page 7 84 SECTION 10 INSURANCE 10.1 At all times during performance of the Services, ENGINEER shall secure and maintain in effect insurance to protect the City and the ENGINEER from and against all claims, damages, losses, and expenses arising out of or resulting from the performance of this Contract. ENGINEER shall provide and maintain in force insurance in limits no less than that stated below, as applicable. The City reserves the rights to require higher limits should it deem it necessary in the best interest of the public. 10.1.1 Commercial General Liability Insurance. Before this Contract is fully executed by the parties, ENGINEER shall provide the City with a certificate of insurance as proof of commercial liability insurance and commercial umbrella liability insurance with a total liability limit of the limits required in the policy, subject to minimum limits of Two Million Dollars ($2,000,000.00) per occurrence combined single limit bodily injury and property damage, and Two Million Dollars ($2,000,000.00) general aggregate. The certificate shall clearly state who the provider is, the coverage amount, the policy number, and when the policy and provisions provided are in effect. Said policy shall be in effect for the duration of this Contract. The policy shall name the City, its elected and appointed officials, officers, agents, employees, and volunteers as additional insureds. The insured shall not cancel or change the insurance without first giving the City thirty (30) calendar days prior written notice. The insurance shall be with an insurance company or companies rated A -VII or higher in Best's Guide and admitted in the State of Washington. 10.1.2. Commercial Automobile Liability Insurance. a. If ENGINEER owns any vehicles, before this Contract is fully executed by the parties, ENGINEER shall provide the City with a certificate of insurance as proof of commercial automobile liability insurance and commercial umbrella liability insurance with a total liability limit of the limits required in the policy, subject to minimum limits of Two Million Dollars ($2,000,000.00) per occurrence combined single limit bodily injury and property damage. Automobile liability will apply to "Any Auto" and be shown on the certificate. b. If ENGINEER does not own any vehicles, only "Non -owned and Hired Automobile Liability" will be required and may be added to the commercial liability coverage at the same limits as required in that section of this Contract, which is Section 10.1.1 entitled "Commercial General Liability Insurance". c. Under either situation described above in Section 10.1.2.a. and Section 10.1.2.b., the required certificate of insurance shall clearly state who the provider is, the coverage amount, the policy number, and when the policy and provisions provided are in effect. Said policy shall be in effect for the duration of this Contract. The policy shall name the City, its elected and appointed officials, officers, agents, employees, and volunteers as additional insureds. The insured shall not cancel or change the insurance without first giving the City thirty (30) calendar days prior written notice. The insurance shall be with an insurance company or companies rated A -VII or higher in Best's Guide and admitted in the State of Washington. 10.1.3. Statutory workers' compensation and employer's liability insurance as required by state law. 10.1.4. Professional Liability Coverage. Before this Contract is fully executed by the parties, ENGINEER shall provide the City with a certificate of insurance as proof of professional liability coverage with a total liability limit of the limits required in the policy, subject to minimum limits of Two Million Dollars ($2,000,000.00) per claim, and Two Million Dollars ($2,000,000.00) aggregate. The certificate shall clearly state who the provider is, the coverage amount, the policy number, and when the policy and provisions provided are in Page 8 85 effect. Said policy shall be in effect for the duration of this Contract. The insured shall not cancel or change the insurance without first giving the City thirty (30) calendar days prior written notice. The insurance shall be with an insurance company or companies rated A - VII or higher in Best's Guide. If the policy is written on a claims made basis the coverage will continue in force for an additional two years after the completion of this contract. Failure of either or all of the additional insureds to report a claim under such insurance shall not prejudice the rights of the CITY, its officers, employees, agents, and representatives there under. The CITY and the CITY'S elected and appointed officials, officers, principals, employees, representatives, and agents shall have no obligation for payment of premiums because of being named as additional insureds under such insurance. None of the policies issued pursuant to the requirements contained herein shall be canceled, allowed to expire, or changed in any manner that affects the rights of the City until thirty (30) days after written notice to the CITY of such intended cancellation, expiration or change SECTION 11 SUBCONTRACTS 11.1 ENGINEER shall be entitled, to the extent determined appropriate by ENGINEER, to subcontract any portion of the WORK to be performed under this Agreement. 11.2 Any subconsultants or subcontractors to the ENGINEER utilized on this PROJECT, including any substitutions thereof, will be subject to prior approval by CITY, which approval shall not be unreasonably withheld. Each subcontract shall be subject to review by the CITY'S Representative, if requested, prior to the subconsultant or subcontractor proceeding with the WORK. Such review shall not constitute an approval as to the legal form or content of such subcontract. The ENGINEER shall be responsible for the architectural and engineering performance, acts, and omissions of all persons and firms performing subcontract WORK. 11.3 CITY does not anticipate ENGINEER subcontracting with any additional persons or firms for the purpose of completing this Agreement. 11.4 The ENGINEER shall submit, along with its monthly invoices, a description of all WORK completed by subconsultants and subcontractors during the preceding month and copies of all invoices thereto. SECTION 12 ASSIGNMENT 12.1 This Agreement is binding on the heirs, successors and assigns of the parties hereto. This Agreement may not be assigned by CITY or ENGINEER without prior written consent of the other, which consent will not be unreasonably withheld. It is expressly intended and agreed that no third party beneficiaries are created by this Agreement, and that the rights and remedies provided herein shall inure only to the benefit of the parties to this Agreement. SECTION 13 INTEGRATION 13.1 This Agreement represents the entire understanding of CITY and ENGINEER as to those matters contained herein. No prior oral or written understanding shall be of any force or effect with respect to those matters covered herein. This Agreement may not be modified or altered except in writing signed by both parties. SECTION 14 JURISDICTION AND VENUE 14.1 This Agreement shall be administered and interpreted under the laws of the State of Washington. Jurisdiction of litigation arising from this Agreement shall be in Washington State. If any part of this Agreement is found to conflict with applicable laws, such part shall be inoperative, null, and void insofar as it conflicts with said laws, but the remainder of this Agreement shall be in full force and Page 9 86 effect. Venue of all disputes arising under this Agreement shall be Yakima County, State of Washington. SECTION 15 EQUAL EMPLOYMENT and NONDISCRIMINATION 15.1 During the performance of this Agreement, ENGINEER and ENGINEER's subconsultants and subcontractors shall not discriminate in violation of any applicable federal, state and/or local law or regulation on the basis of age, sex, race, creed, religion, color, national origin, marital status, disability, honorably discharged veteran or military status, pregnancy, sexual orientation, and any other classification protected under federal, state, or local law. This provision shall include but not be limited to the following: employment, upgrading, demotion, transfer, recruitment, advertising, layoff or termination, rates of pay or other forms of compensation, selection for training, and the provision of services under this Agreement. ENGINEER agrees to comply with the applicable provisions of State and Federal Equal Employment Opportunity and Nondiscrimination statutes and regulations. SECTION 16 SUSPENSION OF WORK 16.1 CITY may suspend, in writing by certified mail, all or a portion of the WORK under this Agreement if unforeseen circumstances beyond CITY'S control are interfering with normal progress of the WORK. ENGINEER may suspend, in writing by certified mail, all or a portion of the WORK under this Agreement if unforeseen circumstances beyond ENGINEER's control are interfering with normal progress of the WORK. ENGINEER may suspend WORK on PROJECT in the event CITY does not pay invoices when due, except where otherwise provided by this Agreement. The time for completion of the WORK shall be extended by the number of days WORK is suspended. If the period of suspension exceeds ninety (90) days, the terms of this Agreement are subject to renegotiation, and both parties are granted the option to terminate WORK on the suspended portion of Project in accordance with SECTION 17. SECTION 17 TERMINATION OF WORK 17.1 Either party may terminate this Agreement, in whole or in part, if the other party materially breaches its obligations under this Agreement and is in default through no fault of the terminating party. However, no such termination may be effected unless the other party is given: (1) not less than fifteen (15) calendar days written notice delivered by certified mail, return receipt requested, of intent to terminate; and (2) an opportunity for consultation and for cure with the terminating party before termination. Notice shall be considered issued within seventy-two (72) hours of mailing by certified mail to the place of business of either party as set forth in this Agreement. 17.2 In addition to termination under subsection 17.1 of this Section, CITY may terminate this Agreement for its convenience, in whole or in part, provided the ENGINEER is given: (1) not less than fifteen (15) calendar days written notice delivered by certified mail, return receipt requested, of intent to terminate; and (2) an opportunity for consultation with CITY before termination. 17.3 If CITY terminates for default on the part of the ENGINEER, an adjustment in the contract price pursuant to the Agreement shall be made, but (1) no amount shall be allowed for anticipated profit on unperformed services or other WORK, and (2) any payment due to the ENGINEER at the time of termination may be adjusted to the extent of any additional costs or damages CITY has incurred, or is likely to incur, because of the ENGINEER'S breach. In such event, CITY shall consider the amount of WORK originally required which was satisfactorily completed to date of termination, whether that WORK is in a form or of a type which is usable and suitable to CITY at the date of termination and the cost to CITY of completing the WORK itself or of employing another firm to complete it. Under no circumstances shall payments made under this provision exceed the contract price. In the event of default, the ENGINEER agrees to pay CITY for any and all damages, costs, and expenses whether directly, indirectly, or consequentially caused by said default. This provision shall not preclude CITY Page 10 87 from filing claims and/or commencing litigation to secure compensation for damages incurred beyond that covered by contract retainage or other withheld payments. 17.4 If the ENGINEER terminates for default on the part of CITY or if CITY terminates for convenience, the adjustment pursuant to the Agreement shall include payment for services satisfactorily performed to the date of termination, in addition to termination settlement costs the ENGINEER reasonably incurs relating to commitments which had become firm before the termination, unless CITY determines to assume said commitments. 17.5 Upon receipt of a termination notice under subsections 17.1 or 17.2 above, the ENGINEER shall (1) promptly discontinue all services affected (unless the notice directs otherwise), and (2) deliver or otherwise make available to CITY all originals of data, drawings, specifications, calculations, reports, estimates, summaries, and such other information, documents, and materials as the ENGINEER or its subconsultants may have accumulated or prepared in performing this Agreement, whether completed or in progress, with the ENGINEER retaining copies of the same. 17.6 Upon termination under any subparagraph above, CITY reserves the right to prosecute the WORK to completion utilizing other qualified firms or individuals; provided, the ENGINEER shall have no responsibility to prosecute further WORK thereon. 17.7 If, after termination for failure of the ENGINEER to fulfill contractual obligations, it is determined that the ENGINEER has not so failed, the termination shall be deemed to have been effected for the convenience of CITY. In such event, the adjustment pursuant to the Agreement shall be determined as set forth in subparagraph 17.4 of this Section. 17.8 If, because of death, unavailability or any other occurrence, it becomes impossible for any key personnel employed by the ENGINEER in PROJECT WORK or for any corporate officer of the ENGINEER to render his services to the PROJECT, the ENGINEER shall not be relieved of its obligations to complete performance under this Agreement without the concurrence and written approval of CITY. If CITY agrees to termination of this Agreement under this provision, payment shall be made as set forth in subparagraph 17.3 of this Section. SECTION 18 DISPUTE RESOLUTION 18.1 In the event that any dispute shall arise as to the interpretation of this agreement, or in the event of a notice of default as to whether such default does constitute a breach of the contract, and if the parties hereto cannot mutually settle such differences, then the parties shall first pursue mediation as a means to resolve the dispute. If either of the afore mentioned methods are not successful then any dispute relating to this Agreement shall be decided in the courts of Yakima County, in accordance with the laws of Washington. If both parties consent in writing, other available means of dispute resolution may be implemented. Page 11 88 SECTION 19 NOTICE 19.1 Any notice required to be given under the terms of this Agreement shall be directed to the party at the address set forth below. Notice shall be considered issued and effective upon receipt thereof by the addressee -party, or seventy-two (72) hours after mailing by certified mail to the place of business set forth below, whichever is earlier. CITY: City of Yakima COPY TO: City of Yakima 129 N. 2nd Street 129 N. 2nd Street Yakima, WA 98901 Yakima, WA 98901 Attn: Brett Sheffield Attn: City Manager ENGINEER: Perteet, Inc. 2707 Colby Avenue, Suite 900 Everett, WA 98201 Attn: Kirk Holmes SECTION 20 SURVIVAL The foregoing sections of this Agreement, inclusive, shall survive the expiration or termination of this Agreement in accordance with their terms. IN WITNESS WHEREOF, the parties hereto have caused this agreement to be executed by their respective authorized officers or representatives as of the day and year first above written. CITY OF YAKIMA PERTEET, INC. Jeff Cutter Printed Name:. Title: Interim City Manager Signature Printed Name: Crystal L. Donner Title: President Date: Date: Attest City Clerk City Contract No. 2016 - Resolution No. R -2016 - Page 12 STATE OF WASHINGTON ) ss. COUNTY OF YAKIMA 89 I certify that I know or have satisfactory evidence that is the person who appeared before me, and said person acknowledged that he signed this instrument, on oath stated that he was authorized to execute the instrument, and acknowledged it as the CITY MANAGER of the CITY OF YAKIMA, to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated: Seal or Stamp (Signature) Title Printed Name My commission expires: Page 13 STATE OF WASHINGTON ) ss. COUNTY OF YAKIMA 90 I certify that I know or have satisfactory evidence that is the person who appeared before me, and said person acknowledged that he/she signed this instrument, on oath stated that he/she was authorized to execute the instrument, and acknowledged it as the of to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated: Seal or Stamp (Signature) Title Printed Name My commission expires: Page 14 EXHIBIT A SCOPE OF WORK Lions Park Pool Improvements Perteet, Inc. Project Description 91 The City of Yakima operates and maintains the Lions Park Pool and completed an aquatic facility audit in April, 2015. The Lions Park Pool was constructed in 1972 and was renovated in 1985. The 2015 audit identified needed improvements which summarized certain modification priorities based on the Washington Administrative Code, the International Building Code, the National Fire Protection Act, and the Virginia Graeme Baker Pool and Spa Safety Act. The 2015 aquatic facility audit, completed by Counsilman-Hunsaker, serves as the professional preliminary engineering report needed to proceed with the development of Plans, Specifications, and Estimates. Project Understanding The City of Yakima has requested Perteet, Inc. to facilitate and coordinate the implementation of certain improvements identified in the 2015 report. Perteet has retained the services of Counsilman-Hunsaker as a sub -consultant for this effort. This project includes the development of construction ready Plans and Specifications for city directed water quality improvements consistent with applicable standards and specifications as identified in the 2015 report. Perteet will serve as the City Representative and direct the activities of the sub -consultant. Scope of Services Task 1 — Project Coordination - Perteet will facilitate and coordinate all site visits between the sub - consultant and the City, including the preparation of meeting agendas, task lists, and action items. Task 2 — Project Management - Perteet will prepare monthly billing, prepare project reporting, and monitor and maintain the project schedule as agreed upon. Task 3 — Plan Review and Final Drawings - Perteet will coordinate plan review meetings between the Sub -consultant and the City at 50%, 90%, and 100% submittal stages. Page 15 92 Counsilman-Hunsaker will provide the following services relating to the Project: CONSTRUCTION DOCUMENTS PHASE (1) 1 -day site visit(s) A. Participate in a conference call with the Client, the Client's design team and the Owner's plus any designated staff to discuss the project, confirm the design program and the Owner's objectives. B. Provide swimming pool drawings (SP sheets) and submit to Client following the general format shown below. (Refer to attachments for description of Consultant's work and interface with engineering disciplines and the Client.) 1. Pool Site Plan (building or site background from the Client) • Design data • General notes • Reference notes 2. Piping Plan • Plan of all pool • Surge tank location and size • Filter room and chemical room locations • Location of under floor main drain piping and sizes • Building background from the Client 3. Pool Mechanical Room and Surge Tank Plans and Sections • Pool mechanical room piping plan • Pool mechanical piping diagram • Surge tank sections • Surge tank reach rod sleeve details • Access hatch • Filtration equipment • Recirculation equipment 4. Piping and Pool Mechanical Room Details • Main outlets and hydrostatic relief valve • Backwash and pool draining piping • Wall sleeve locations • Water level controller • Fill funnels • Water supply inlet • Static water line inlet • Sight sump • Chemical controller and feed systems • Schematic of water treatment system • pH adjustment schematic • Chemical room pump shelf detail Page 16 93 C. Specifications for Division 13, Section 13150 Swimming Pool. (Refer to attachments for description of Consultant's work and interface with engineering Consultants and Client.) 1. Specifications shall include sections for: • General swimming pool and equipment 2. Specifications that will be the responsibility of the Client and its respective consulting engineers include: • Architectural: natatorium building, systems, finishes, surface coatings, filter room railings, stair, ladders, signage. • Mechanical: deck drain system, pool heaters or boilers, make up water, hose bibbs, and filter backwash to sanitary. • Electrical: pump overload protection, pool equipment power supply, pool bonding and grounding per NEC680, pool mechanical room lights and circuitry. • Plumbing/Civil: subsurface drainage system under the pool(s). • Structural: pool shells, tile movement joints, surge tank, diving towers and support structures, backwash basin and pump pit. • Environmental/OSHA review: chemical SARA Title II, MSDS, OSHA signage and storm water permits. D. Coordinate SP construction drawings and specifications with Clients and design team engineers. E. Provide progress sets of SP sheets and specifications if requested by Client at the following design intervals: 1 50% 1 90% to 99% 1 100% (bid) F. Meet one (1) time for face-to-face coordination with design team and any meetings desired by the Owner on the same day. G. Review 90% to 100% completion set of construction documents (if requested) prepared by Clients and consulting engineers for swimming pool issues. H. Provide opinion of probable construction cost for the swimming pool(s) and answer questions regarding estimate data for the aquatic facility. The Consultant does not guarantee opinion of probable costs. I. Provide signed and sealed construction documents by a licensed Professional Engineer. J. Support this phase of the design with e-mail, open telephone and fax lines. BID PHASE No site visits A. Address bidders' inquiries and furnish addenda items to Client to clarify drawings and specifications, if required. Page 17 94 CONSTRUCTION ADMINISTRATION PHASE (2) 1 -day site visits A. Review submittals (shop drawings, product information and requested substitutions by manufacturers and/or contractors) with regard to the pools and its related systems. B. Observe construction of the aquatic related items during specific milestones throughout construction and submit a report following each site visit. C. Provide final observation of the aquatic facility to confirm that the pool and its related equipment have been installed as designed and specified. Submit a final punch list. D. Maintain open phone line, fax line and e-mail for the discussion of questions and issues as they arise in the development of the project. IL AGENCY REVIEW AND APPROVAL OF PLANS AND SPECIFICATIONS: All permits that are to be obtained from the Health Departments and jurisdictional authorities by the Client, relating to the work completed by the Consultant shall be done with the Consultant's assistance in filling out forms and answering questions. Once an authorized representative of a regulatory agency having jurisdiction over the Project including, but not limited to the Health Department approves the original design, the Consultant will not be required to revise or address any design changes or field modifications with enactment or revision of codes, laws or regulations or official interpretations, which necessitate changes to the previously prepared Instruments of Service; provided the Consultant will work with the design team in determining a solution at an agreed upon charge for such services. All necessary notices, obtaining all permits and payment of all government fees, and other costs in connection with construction related work, including filing all necessary drawings, preparation of all documents and obtaining all necessary approvals of governmental departments having jurisdiction for the purpose of construction completion and occupancy shall not be the responsibility of the Consultant. M. FEES: The Consultant's fee shall be a lump sum of $27,000.00 including three (3) site visits. Reimbursable travel expenses are not included in this lump sum and will be billed separately from this fee. (Site visits in excess of three (3) shall be authorized by the Client in writing in advance and compensated with fee and reimbursable expenses as Additional Services.) IV. PAYMENT SCHEDULE: The Consultant shall be paid monthly based on percentage complete for the following phases: Construction Documents Phase $20,250.00 Bid Phase $1,350.00 Construction Administration Phase $5,400.00 V. PROJECT SCHEDULE: The project schedule shall be maintained as outlined in the Agreement between the Client and the Consultant. Should the project phase schedule be delayed, through no fault of the Consultant, the Consultant's schedule will be extended commensurate with the delays created by others. Page 18 95 VI ADDITIONAL SERVICES: All additional services must be authorized in writing. The Consultant shall be paid for additional services according to the following fee schedule (if not listed as a lump sum): Principal $200.00/hour Director $175.00/hour Project Manager $150.00/hour Project Engineer/Architect $120.00/hour Design Associate $110.00/hour Administrative $70.00/hour Site Visit $1,500.00 /day * * Excluding travel expenses The following services are available as an addition to the base scope and fee provided by the Consultant. A. Record Documents The Consultant shall prepare a set of reproducible record drawings for its work showing significant changes in the work made during construction based on marked -up prints, drawings and other data furnished by the Contractor to the Consultant. The Consultant makes no representation as to the compatibility of these files with others hardware or software beyond the specified release of the referenced specifications. Fee: $1,500.00 B. Contractor Warranty Phase The Consultant will provide a pool commissioning evaluation report as a supplement to the standard punch list. In addition, a follow-up site observation prior to the expiration of the Contractor's one (1) year warranty date will be completed for confirmation that all systems are operating properly. A report will be issued identifying items that need to be addressed prior to the end of the warranty period. Fee: To be negotiated based upon agreed scope of services. Page 19 96 ATTACHMENTS TO AGREEMENT Description of CONSULTANT work and interface with Engineering Consultants and Client: MECHANICAL: 1. The Consultant will provide operational flow requirements (GPM) for potable water and sewer discharge for the pool(s). If there is a site-specific limitation, the Consultant will work with the Mechanical Engineer to size the backwash catch basin, lift pumps and/or flow limitation to meet the requirements of the site specific limitation for backwash. Equipment room sumps, sump pumps and tanks provided by other consultants. 2. The Consultant will develop a layout drawing of the pool mechanical room, showing where water and sewer connections are required. 3. Hydrostatic relief valve design will be designed and specified by the Consultant to provide temporary relief during short periods of pool draining for maintenance, not for construction de -watering. 4. Consultant shall recommend locations for hose bibbs in the natatorium and pool mechanical room based on operation and maintenance needs, if requested. 5. Surge tank sizing, location and piping by the Consultant. 6. The Consultant will recommend a minimum operating water temperature for the pool. The Consultant will provide connection tees in the pool return line for a bypass loop to the heating system. 7. The Consultant shall design stand-alone direct fired pool heating. Project Mechanical Engineer shall provide exhaust air and direct combustion air venting and gas supply to individual heaters. 8. Deck drain system selection and layout shall be by the plumbing or site engineer. The Consultant will provide a cursory review and comment on the deck drain system, if requested. 9. Under drain system to pump out below pool subsurface water before emptying pool should be on plumbing or civil sheets. The Consultant will sketch locations and suggest a lateral detail and a pipe riser detail with cover, if required. ELECTRICAL: 1. The Consultant will provide pool pump motor and pool equipment electrical requirements to Client for Electrical Engineer for its design of the pool equipment electrical systems. 2. Consultant will provide pool pump VFD equipment and electrical requirements. Electrical Engineer to furnish power to VFD and from VFD to pool pump motor. Electrical Engineer to provide all other motor starters and disconnects. 3. The Consultant will provide a general description of lighting criteria. 4. The Consultant will provide electrical engineering design of the pool equipment electrical systems and underwater pool lighting. Project Electrical Engineer will provide electrical feed to the electrical panel for the pool equipment room and general equipment room requirements such as overhead lighting, electrical outlets, and any others as required by the Client. 5. The project Electrical Engineer will provide electrical specifications for MCC and electrical panels to be coordinated with pool electrical. Page 20 97 STRUCTURAL: 1. The Structural Engineer is responsible for design and engineering of the pool shell(s) and tile movement joints, if any tile is used. The Consultant to review configuration, if requested. 2. The Consultant to furnish sketches of perimeter overflow system design and other features for coordination of the structural design of the pool shell(s). 3. The Consultant to provide catalog cut copies of manufacturers' literature for mounting dimensions and recommendations on deck equipment and equipment requiring structural support greater than a standard floor slab. 4. The Consultant to size and locate surge tank, pump pits, and backwash catch basin. The Structural Engineer will provide structural design of the concrete tanks. Page 21 98 EXHIBIT B Consultant Fee Determination Summary 2302 Dolarway Rd., Suite 1, Ellensburg, WA 98926 1 P 206.436.0518 1 F 425.339.6018 Project: Lions Park Pool Improvements Client: City of Yakima Perteet Hourly Costs Classification Senior Associate Accountant Total Hourly Costs Hours Rate 70 $190.00 6 $90.00 0 Amount $13,300.00 $ 540.00 $13,840.00 Reimbursables Expenses Mileage Total Expenses Amount $500.00 $500.00 Subconsultants Subconsultants Counsilman-Hunsaker MEP (If needed) Total Subconsultant Costs Cost $27,000.00 $3,000.00 .00 Amount $27,000.00 $ 3,000.00 $30,000.00 Contract Total 44,340.00' Prepared By: Kirk Holmes Date: June 22, 2016 Page 22 99 EXHIBIT "C" SCHEDULE OF RATES PERTEET, INC. Schedule 42016 Billing Rates Enffinerrinff, planning and Environmental Classifications Principal Senior Associate• 2016 Hourly Rate 225.0n 190_00 Senior Engineer/Manager Lead EnginecrAlanager Engineer 111. Engineer n Engineer 1 175.00 150.A1 130_00 110.00 95..00 Senior Planner/Manager Lead Planner/Ma it 'a ger Program Support. Specialist 111 Program Support Specialist 11 Program Support Specialist 1 Planner III Planner II Planner I • 160,00 140,00 115.00 105.00 80.00 11 5,00 105.00 80.00 Senior Ecologist/Manager Lead Ecologist/Manager Ecologist III Ecologist 11. Ecologist 1 160.00 140.00 115,00 100.00 80.00 Lead Technician/Designer Technician III Technician 11 Technician I 110_00 95.00 80.00 7000 Contract Adtuinistrator Accountant Graphics Specialist Clerical 95,00 90,00 90.00 75,00 Emergency Response Rate (immediate response following event) Expert Witness Rates! Consulting & Preparation Time (lM standard hourly rates Court Proceedings & Depositions (4 hour minimum) (rn 1.5 tittles hourly rates ar 1L.5 times hourly rates Page 23 PERTEET, INC Schedule (12016 Billing Rates Page 2 Direct Expenses Rate Living & travel expenses outside of service area Cost plus 10 percent Authorized SubconsuItants Cost plus 10 percent Outside Services (printing, traffic counts, etc. t Cost plus 10 percent CADD Station 510.00 per hour Project Controls! Primavera S10_00 per hour GIS I Traffic Modeling 515_00 per hour Color Copies $.50 each Mileage rrii current federal rate Survey Classificat ons Principal Surveyor Survey Manager Professional Land Surveyor II Professional Land Surveyor 1 2016 Hourly Rate 185.00 140.00 120,00 115.00 Office Technician 100,00 Field Technician111 Field Technician 0 Field Technician 1 95.00 80,00 65.00 One Person Survey Crew Two Person Survey Crew Throe Pomn Survey Crow 90_00 165,00 235,00 Direct Survey Expenses Dual Frequency GPS Receiver Robotic Total Station Data Collection System Digital Level Laser SCATITICT Survey monuments & eases Page 24 Rate $150.00 per unit per day 6100.00 per day $50.00 per day $65,00 per hour Cost plus 10 percent 100 101 PERTEET, INC Schedule of 2016 Billing Rates Page 3 Construction Classifications Construction Engineering Supervisor Construction Etigincering Manager Construction Manager Assistant Construction Manager 2t116 Hourly Rate 175.00 165_00 120.00 120M0 Construction Engineer 111 Construction Engineer 11 Construction Engineer 1 125.00 110.00 85.00 Senior Construction Observer Construction Observer 11 Constriction Observer 12(100 80.00 70.00 Senior Construction Technician Construction Technician 111 Construction Technician 11 Construction Technician 1 105_00 95.00 9000 75.00 Page 25 OUTLINE SPECIFICATIONS PART 1- GENE L 102 Lions Pool Renovation - Yakima, WA SWIMMING POOL OUTLINE SPECIFICATIONS 1.01 SUMMARY OF WORK (for general guidance-nol all inclusive) A. Introduction 1. Furnish all labor, materials, equipment and services necessary to renovate the following pool mechanical room. This work shall include all products listed in Part 2 of Section 13150/131100. B. Work included in this section 1. It is the intent of this section to place the entire responsibility for the renovation of the pool mechanical room under one vested contractor. The contractor will actually do the work noted below. Under this section the contractor will provide but is not necessarily limited to the following: a. Provide all equipment and services required for erection and delivery onto the premises of any equipment or apparatus furnished. Remove equipment from premises when no longer required. b. Provide all electrical conduit, wiring, junction boxes etc. to all low voltage pool equipment within pool filter/chemical rooms per Division 16/26 - Electrical. (Low voltage is considered less than 115 V.) c. Furnish and install all necessary piping and valving as shown on the drawings and specified herein. d. Provide winterization services for the outdoor swimming pool for a period of 12 months including a closing and opening through one winter period. The contractor shall include winterization procedures with owner training. e. Provide for the storage of all pool related equipment, materials and systems. All items are the responsibility of the contractor until accepted by owner. f. Obtain final acceptance by jurisdictional health department(s). g. Start, test, calibrate and adjust all mechanical equipment, electrical equipment, recirculation, chemical, and other supplied systems including deck, loose, maintenance, and safety equipment. Instruct the Owner's representative in the systems operation and maintenance as described herein. 1.02 SUBMITTALS A. Six (6) sets of shop drawings and engineering data shall be tabbed, indexed, referenced to the specifications, bound in 3 ring binders and submitted. Provide 8 1/2" x 11" cover sheet for each item submitted identifying item and product number. Only complete sets will be reviewed. 1.03 OPERATION AND MAINTENANCE MANUALS AND CLOSE-OUT SUBMITTALS A. Detailed operation and maintenance information shall be supplied for all equipment requiring maintenance or other attention. The equipment supplier and/or contractor shall prepare an operation and maintenance manual for all equipment. Parts lists and operating and maintenance instructions shall be furnished. 1.04 WARRANTIES September 9th, 2016 2016 COUNSILMAN-I-IUNSAKER SWIMMING POOLS 1 103 OUTLINE SPEC MATIONS Lions Pool Renovation - Yakima, WA A. The contractor warrants to the Owner and Architect that materials and equipment furnished under the contract will be of good quality and new unless otherwise required or permitted by the contract documents, that the work will be free from defects not inherent in the quality required or permitted, and that the work will conform with the requirements of the contract documents. Work not conforming to these requirements, including substitutions not properly approved and authorized may be considered defective. The Contractor's warranty may exclude remedies for damage or defect caused by abuse, improper or insufficient maintenance, improper operations, modifications not executed by the contractor or improper wear and tear under normal use. If required by the Architect, the contractor shall furnish satisfactory evidence as to the kind and quality of materials and equipment. All warranties shall be for a period of one year from the date of substantial completion or the owner begins using the pool unless otherwise specified. 1.05 RECORD DRAWINGS A. Provide a complete set of record drawings of the entire renovated mechanical system including all sub- systems. All record drawings shall be prepared in accordance with the requirements of Section 01720 and shall be a complete, stand-alone set. The CONTRACTOR shall be permitted to obtain original documents and copy them for this purpose only. Furnish the record set on compact disk (AutoCAD Release 2004 or compatible software). PART 2— PRODUCTS SECTION 13150/131100 — SWIMMING POOLS 2.01 PUMPING EQUIPMENT A. Horizontally mounted centrifugal pumps shall be utilized for the pool recirculation pump, and shall be certified by the National Sanitation Foundation (NSF) and bear the certification mark. Pump casing shall be cast iron fitted with a replaceable bronze case wear ring. Pump impeller shall be enclosed type of cast bronze, statically and dynamically balanced, and trimmed for the specified design conditions. Provide a hair and lint strainer, for each pump, of fiberglass or epoxy coated stainless steel construction with a clear observation top. Pressure gauges shall be installed on the discharge of the pumps and compound gauges shall be provided at the intake port of the pumps, after the hair and lint strainer. 2.02 FILTRATION EQUIPMENT A. Horizontal, high rate, pressure sand filters will filter the pool water every 6 hours (at a rate not to exceed 15 gallons per minute per square foot). An eleven -foot minimum (12 ft. desirable) high ceiling in the filter room should be provided for ample clearance for the filters and piping above. Filters will backwash individually. 2.03 RECIRCULATION FITTINGS A_ Main drain outlets shall have 12 gauge stainless steel frames with PVC or fiberglass grating. Grate openings shall not exceed 11/32 inch in width, providing an open flow area to allow water velocity not to exceed 1.0 fps. The grate shall be PVC and fit closely and flush with top surface of frame, and secured to frame with vandal proof fasteners. All exposed edges of main outlets shall be rounded and smooth, free of burrs and sharp edges. All main drain covers shall comply with the Virginia Graeme Baker Act and ASME A112.19.8-2007. B. The stainless steel converters shall be fabricated from 316 stainless steel. September 9th, 2016 SWIMMING POOLS © 2016 COUNSILMAN-HUNSAKER 2 104 OUTLINE SPECIFICATIONS Lions Pool Renovation - Yakima, WA A. Static water line inlet fitting for the automatic water level controller shall be provided consisting of a Cycolac body, grate and construction shield. The body shall have a 1-1/2 inch solvent weld connection and provided with an integral molded "knock -out" membrane to facilitate line pressure testing. B. Anti -vortex plates shall be provided at the suction points of the main recirculation pump(s) in the surge tank(s). Each plate shall be connected to the suction pipe via a PVC flange and shall be 24 in. x 24 in. x 1 in. thick. 2.04 PIPING SYSTEMS A. Exposed piping in the filter room and surge tank will be Schedule 80 PVC for strength and resistance to corrosion. All piping below the floor of the pool shell shall be encased in concrete and will be Schedule 40 PVC. B. Valves 3 inches and larger shall be butterfly type valves, with PVC body, 150# SWP with stainless steel shaft, polypropylene disc and replaceable resilient seat bonded to a rigid shaft and guaranteed for bubble tight shutoff from 27 inch vacuum to 150 PSI. Extended neck 2 inch beyond flanges for any insulated piping shall be provided with handle for manual operation. All valve components shall be suitable for swimming pool chlorinated water service. Butterfly valves shall be Georg Fischer Type 563, Asahi/America Type SP Pool - Pro, Chemtrol Model -B, Simtech VP series, Colonial Valve 411 Series, or approved equal. C. Valves smaller than 3 inches shall be PVC true union ball valves, full port, three-piece construction, blowout - proof stem, Viton seal with socket end connectors. D, Modulating float valve in the surge tank(s) shall have PVC body and stainless steel wafer disc. All hardware shall be non -corrodible. The float -operated valves shall be provided horizontally on the main drain lines in the surge tank(s). Valve shall consist of all non -corrosion components including shaft, float arm, pins and floats. Valve shall be suitable for mounting on a 125E class standard PVC flange. The float arm leverage weight and pivot lengths shall be adjustable to obtain desired ratio of surge tank level change to pool gutter overflow level change. Two floats and stabilizer required. Valve shall be Model FV -D XWB (Extra Weight Ball) as manufactured by MerMade Fitter, Inc. or approved equal manufactured by EPD. E. All valves will be identified in the filter room. Valves will be described as to their function and referenced in the operating instruction manual and wall mounted piping diagram to be prepared by the contractor. 2.05 CHEMICAL TREATMENT SYSTEMS A. Calcium Hypochlorite (Chlorinator Briquettes) 1. Contractor to remove and reinstall existing calcium hypochlorite feeder. B. pH Buffering System (CO2) 1. Provide a system for feeding and regulating carbon dioxide for pH reduction for the pool. The system shall consist of CO2 storage tanks, a lockable fill box for bulk delivery, a pressure reducing/automatic changeover valve, a feed unit with rate of flow adjustment, diffusion injection fittings, duckbill check valves, and all necessary interconnection tubing. C. Ultraviolet Dechloramination and Disinfections System I. It is the intent of these specifications that the swimming pool water be routinely monitored and treated by UV sterilization in the range of 220nm to 400nm to kill bacteria, viruses, molds and their spores and to continuously remove chloramines. The concentration of free chlorine residual shall at all times meet the requirements of the Health Department authority having jurisdiction over the swimming pool. September 9th, 2016 SWIMMING POOLS © 2016 COUNS1LMAN-HUNSAKER 3 105 OUTLINE SPECIFICATIONS Lions Pool Renovation - Yakima, WA Any proposed UV system must have a UL listing on the complete system, and be listed under NSF Standard 50. 2.06 WATER CHEMISTRY MONITORING AND CONTROL SYSTEMS A. A programmable chemical automation system shall be furnished for thc pool for continuous monitoring of water chemistry (ORP/FIRR, PPM, pH and temperature), Langelier Saturation Index, and for automatic control of the chemical feeders, heater, and water level. Installation of the system shall be as specified by the manufacturer and no exceptions shall be taken. A factory -authorized representative shall provide training to the owncr and the training shall be video taped per 13150/131100 specifications. 2.07 FLOW METER AND WATER METER A. Flow meters will be installed in the filtered water return lines to the pool and installed in the backwash piping. Signet flow meters will be specified. B. A water meter shall be furnished by the contractor and installed by the plumbing contractor. The water meter shall be installed downstream of the slow closing solenoid valve located at the fresh water supply over the fill funnel as shown on swimming pool drawings. The water meter shall have a non -corrodible main case, measuring chamber, and hermetically sealed register. C. Refill flow meter shall be installed on dilution piping to backwash tank. Flow meter shall be one piece meter body of injected molded polysulfone adapters, viton o -ring seals, and 316 stainless steel floats and float guide, impact resistant machined acrylic plastic body. 2.08 WATER LEVEL CONTROLLERS A. An automatic water level controller will be provided to maintain the correct water level in the pool at all times. It will consist of a proximity switch type control unit and a coaxial control wire to be connected to the plumbing system's make up water solenoid valve. A manual fill valve will also be available to bypass the automatic system. 2.09 THERMOMETERS A. Portable thermometer shall be a molded ABS plastic tube body type with the ability to measure temperature in both degrees Fahrenheit and Celsius. A 3 ft. polyethylene cord is to be attached to thermometer. Inline thermometer to be near the heating loop and shall have a 9 inch adjustable angle with a minimum 6 inch stem. C. Digital temperature indicator shall be a 115 volt, wall mounting case, sensor and a stainless steel immersion well. 2.10 WATERPROOFING A. The interior surfaces of surge tank(s) and backwash pit as well as all other on or in grade water containing vessels not otherwise required to be waterproofed shall be coated with either a high build 100% solids epoxy specifically intended for the application, or other approved waterproofing materials as noted below. The color shall be white or an approved light color. 2.11 SEALANTS A. Sealants shall be installed by the contractor, September 9th, 2016 SWIMMING POOLS 0 2016 COUNSILMAN-HUNSAKER 4 106 OUTLINE SPECIFICATIONS Lions Pool Renovation - Yakima, WA PART 3- EXECUTION 3.01 EQUIPMENT AND SYSTEMS INSTALLATION A. The contractor shall assemble and install all equipment, special parts and accessories as shown on pool drawings, specifications and shop drawings of the equipment suppliers. B. The Contractor shall furnish all anchors and inserts to be imbedded in the deck including all fittings, inserts and structure sleeves and required anchorage's as shown on the plans and as indicated in this section of specifications. Equipment shall be set true and plumb, using factory jigs where available. Removable equipment items shall be easily removable from anchors and shall fit without noticeable wobble. C. Provide templates for all equipment anchors. Provide anchor bolts of the size and spacing as required by the equipment manufacturer. All anchor bolts shall be stainless steel Type 316 and of a length capable of adequate anchorage into rough slab -on -grade allowing for finish deck tile and setting bed. Anchors shall be set and cast into place during building concrete work. Inspect all anchor settings for horizontal and vertical alignment prior to placing concrete. D. The contractor is to install all equipment and systems in accordance with manufacturer's directions. Equipment shall all be assembled and in place for final observation. E. All items necessary to complete this section are shown on the plans or described in the specifications including items that may be purchased by the Owner. Items are detailed and specified as a guide for dimensional purposes. The contractor must make provisions accordingly and submit shop drawings and submittals based on that data. END OF SWIMMING POOL OUTLINE SPECIFICATIONS September 9th, 2016 SWIMMING POOLS © 2016 COUNSILMAN-HUNSAKER 5 11 1 0 0 0 O SNOLLD]S '9 NV1d 2.1V1 INNS N01530 1004 SN On VM 'VIWYVA METER BENS 'ACT ROW METER TYPICAL PUMP. DETAL YAKIMA, WA LIONS POOL DESIGN RATt1G EXPLANATION GUIDE no A 41, POOL MECHANICAL DETALS 1 ATie SPECIALTY SERVICES 1605 South 93rd Street # EF Seattle, WA 98108 206-275-0694 Name / Address City of Yakima C/0 Doug Yakima Parks & Recreation 2301 Fruitvale Filvd, Yakima, WA, 98902 Item Non Stock Item Bi.,. Description Estimate to re -condition the Bulkhead for the Yakima Pool for work listed below ALL WORK TO BE PERFORMED AT STARK FACILITY IN ARLINGTON, WASHINGTON - Transportation of the unit to and from Yakima/Arlington - Removal of all stainless steel internal components in the existing bulkhead. - Installation of New Air Lift Ballast Chamber System. - Installation of two new fiberglass locking pins inside bulkhead (one at each end). - Installation of two over hang weight bearing pads (une at each end). - Two Access hatches to facilitate flotation valves and locking pins (one at each end). - One Blower to inflate air flotation chambers. - Repaint external surfaccs with ISO NPG Gelcoat. White non skid field surfaccs with Black targets and lane identification numbcrs (samples to be provided for owner's approval). Not included - Removal and installation of bulkhead from pool shell/building - Loading and unloading of the bulkhead onto transportation trailer in Yakima - Supply and/or installation of anchor sleeves in pool wall Optional P.O. No. Qty Terms & Conditions: Subject to Net 30, unless otherwise stated. All credit card paymcnts are subject to 3% processing fec. All returns are subject tp restocking fees plus freight. Balances past due accrue l% finance charge. If project warrants for wage adjustment, provider is 10 bc notified & upon advisement conditions apply to reflect the additional wage levels. All change orders written or oral are billable time plus material. Under no circumstances will provider be responsible for or buyer be entitled to consequential damages arising out of any delays in performance whatever. All uncertainties are billable per term. Warranty complies with manufacturerfor period of 1 year and claim period 4 months. Minimum order $250.00 excluding freight. Page 1 114 Estim ate Date 8/12/2013 Terms 50% Deposit Price Each 45,000.00 Subtotal Sales Tax (8.2%) To at Estimate # 1664 Project Total 45,000.00T SPECIALTY SERVICES 1605 South 93rd Street # EF Seattle, WA 98108 206-275-0694 Name / Address City of Yakima C/O Doug Yakima Parks & Recreation 2301 Fruitvale Blvd. Yakima, WA, 98902 Item Description - $150.00 a piece for 2" PVC gutter pin receptacles part #SB2PVC5. Two needed for each bulkhead parking location. To be shippcd with the bulkhead and installed by others. - $1,600.00 per site visit. This is per dimensions provided to us at Bulkhead at 4ft and 45ft This is estimate is only for bulkhead recondtion Estimate is good for 30 days P.O. No, Qty Terms & Conditions: Subject to Net 30, unless otherwise stated. All credit card payments are subject to 3% processing fee. All returns are subject tp restocking fees plus freight. Balances past due accrue 1% finance charge. If project warrants for wage adjustment, provider is to be notified & upon advisement conditions apply to reflect the additional wage levels. All change orders written or oral are billable time plus material. Under no circumstances will provider be responsible for or buyer be entitled to consequential damages arising out of any delays in performance whatever. All uncertainties are billable per term. Warranty complies with manufacturerfor period of 1 year and claim period 4 months. Minimum order $250.00 excluding freight. Page 2 115 Estimate Date 8/12/2013 Terms 50% Deposit Price Each Subtotal Estimate # 1664 P o ect Total $45,000.00 Sales Tax (8.2%) Total $3,690.00 $48,690.00 116 Counsalman • Hunsa ker OPERATIONS FEASIBILITY STUDY AGREEMENT THIS AGREEMENT made and entered into at St. Louis, Missouri this day of , 2018, by and between the CITY OF YAKIMA, hereinafter referred to as "the Owner" and COUNSILMAN-HUNSAKER OPERATIONS, LLC., a Missouri corporation, doing business at 10733 Sunset Office Drive, Suite 400, St. Louis, Missouri 63127-1018, hereinafter referred to as "the Consultant". WHEREAS, the City of Yakima is undertaking a Feasibility Study Plan for an outdoor pool at Martin Luther King Jr. Park, located in Yakima, WA and, WHEREAS, the Consultant is a consultant in the field of swimming pool complex planning and design, and WHEREAS, the City of Yakima, is desirous of retaining the Consultant as its independent contractor for purposes of planning the aquatic center. NOW, THEREFORE, in consideration of the covenants and agreements herein contained, the parties hereto agree as follows: I. SERVICES. The City of Yakima, hereby retains the Consultant as its aquatic planning and design consultant for the proposed project. The scope of the Consultant's services are: TASK 1 - NEEDS ANALYSIS: (1 trip) A. Meet with the steering committee, plus any designated community groups and/or individuals involved in the project to analyze needs and determine objectives. The Consultant will conduct individual interviews as necessary with, for example, local education administrators and/or athletic directors, chamber of commerce representatives, business leaders, private and public recreation providers, health professionals, competitive swim groups, swim coaches, instructors, activity programmers, youth and seniors groups, and others if requested in order to ascertain existing levels of service and the perceived needs of various user groups in the community. B. In addition to individual meetings, The Consultant will participate in a public or by invitation civic meeting to discuss the various issues concerning the proposed Dallas Denver Los Angeles St. Louis www.chh2o.com 117 facility. This discussion will include images and/or video presentations with commentary on features of other aquatic centers similar to that being considered for this project, background information on historic and contemporary issues in the industry, and an open -forum question -and -answer session to discuss concerns and needs of those individuals and groups attending the meeting. A matrix of programming priorities will be developed and discussed to prioritize programming and facility features. The Consultant will use the results of the interviews and public workshop to develop a needs profile. C. Conduct research and compile demographic information necessary to appropriately evaluate the proposed facility, including population, age distribution, income, weather analysis and economic considerations that could affect the project's viability. D. Prepare and submit an outline of a Design Program of spaces and features for the proposed aquatic center describing the pool size, shape and support spaces based on preliminary discussions and meetings noted above. E. Based on the first meeting and committee's review of the outline program, develop with the Owner or architect a Design Program for the aquatic facility with recommendations on the size and shape of the pool(s) as well as architectural and engineering features of the building and support spaces. The Design Program will address the following items: 1. Pool (or pools) or Spaces Design: Size, Depth, Configuration, Water Features, etc. 2. User Populations and Programs to be Supported 3. Pool Markings 4. Traffic Patterns 5. Deck Equipment 6. Underwater Features 7. Mechanical Features, Filter System Options, Water Treatment and Automatic Water Treatment Control 8. Support Spaces including parking, bathhouse, pool mechanical spaces, fencing, landscaping, etc. TASK 2 - CONCEPTUAL PLAN: (1 trip) A. Based on the agreed upon program, the Consultant will prepare three concepts. Typically, these concepts consist of an ideal, preferred and minimum acceptable. The ideal concept includes areas of programming without taking into account budget considerations. The preferred facility supports the design program with costs to meet the proposed budget. The minimum acceptable concept is a facility that will be considered if the project experiences limited funding. April 2, 2018 Page 2 City of Yakima 118 B. The Consultant will provide a conceptual plan of the site and support buildings. The purpose of the plans will be to illustrate ways to organize the spaces in a functional arrangement and to confirm that the support spaces will contain the areas proposed in the Design Program. C. The Consultant will prepare an Opinion of Probable Construction Cost for the pool(s) and building. Recent project bid figures of similar projects will be used as well as national estimating guides and local cost adjustment factors. The hard construction cost figures will be supplemented by a development cost factor, which will include such "soft" costs as professional fees, survey, geotechnical report, document reproduction, advertisement for bids and all anticipated expenses related to the administration of the project. The sum of these two cost figures will be the total project cost so that the Owner will have a comprehensive overview before making an informed decision about the project. D. The Consultant will meet a second time with the committee to participate in a design workshop. Preliminary concepts and program features will be reviewed and confirmed. A public meeting may or may not be held as a part of this visit. E. Following the meeting, the Consultant will make revisions to the selected plan, if necessary, and mail it to the Committee. TASK 3 - EXPENSE and REVENUE ANALYSIS: (1 trip) A. The Consultant will prepare a Feasibility Study and will develop an opinion of operations protocol for the proposed project. The following will be researched and analyzed: 1. Area Aquatic Providers 2. Market Area Demographics Population, Age, Income 3. Area Aquatic User Groups Historic Usage and Project Level of Growth 4. Facility Management Outline Facility Operating Schedule Facility Capacity Limits Organization Chart Wage Structure 5. Opinion of Probable Revenue Market Penetration Seasonal Usage Develop Fee Structure Opinion of Attendance By User Group Opinion of Revenue 6. Opinion of Probable Expenses Labor Demand Chemical Demand April 2, 2018 Page 3 City of Yakima 119 Supply Demand Maintenance and Repair Demand Utility Demand 7. Opinion of Facility Financial Performance B. The Consultant will make a final presentation to the project committee outlining the methods and results of the study. DRAWINGS. Except for reference and coordination purposes in connection with future additions or alterations to the work, drawings, specifications and other documents prepared by Counsilman-Hunsaker are instruments of the service for use solely with respect to this project and, unless otherwise provided, Counsilman-Hunsaker shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including copyright. The Consultant's drawings, specifications or their documents shall not be used by the Architect or others on other projects except by agreement in writing and with appropriate compensation to the Consultant. The Architect shall be permitted to retain copies, including reproducible copies of the reports. II. FEES: The Consultant's lump sum, Not Too Exceed fee shall include three (3) site visits which include reimbursable travel expenses. (Site visits in excess of three (3) shall be authorized by the Client in writing in advance and compensated with fee and reimbursable expenses as Additional Services.) The Lump Sum Not Too Exceed fee including site visits is $35,000, including reimbursable travel expenses. TASK 1: Needs Analysis TASK 2: Conceptual Plan(s) TASK 3: Expense and Revenue Analysis Additional Services Rates: $7,900.00 $8,200.00 $13,500.00 Principal $200. 00/hour Director $175.00/hour Project Manager $150.00/hour Proj ect Engineer/Architect $120.00/hour Design Associate $110.00/hour Administrative $70. 00/hour Site Visit $1,500.00 /day * * Excluding travel expenses The Consultant shall submit monthly invoices for services and reimbursable expenses incurred, based upon the percentage of the Consultant's services completed at the time of billing. Owner shall make payments to Consultant within forty-five (45) days of the invoice April 2, 2018 Page 4 City of Yakima 120 date. Consultant may, after giving seven (7) days written notice to the Owner, suspend services until payment is made in full of all past due invoices for this project. The Consultant shall submit monthly statements of basic and additional services and for reimbursable expense incurred, based upon the Consultant's hourly rate schedule for services completed at the time of billing. Reimbursable expenses shall include qualifying travel expenses, postage, express mailings, printing expenses for copies in excess of 10 of the final report and 5 draft copies, and any artwork desired, such as renderings, cad imaging including fly -through segments that might be used in community publicity. Telephone and fax services are included in the basic fee. Owner shall make payment within thirty (30) days after receipt of invoice from Counsilman-Hunsaker. If Owner fails to make any payment due Consultant for services and expenses within forty-five (45) days after receipt of invoice, Consultant may, after giving seven (7) days written notice to the Owner, suspend services under his Agreement until payment in full of amounts due Consultant for services and expenses have been paid. To the fullest extent permitted by law, and notwithstanding any other provision of this Agreement, the total liability, in the aggregate, of Counsilman-Hunsaker and Counsilman- Hunsaker's officers, directors, partners, employees, agents and Counsilman-Hunsaker's Consultants, and any of them, to OWNER and anyone claiming by, through or under OWNER for any and all claims, losses, costs, or damages whatsoever arising out of, resulting from, or in a any way related to the conclusions and recommendations expressed in the Feasibility Study shall not exceed the total compensation received by Counsilman- Hunsaker under this Agreement. III. TERMINATION: Each party agrees that upon the occurrence of a material breach or default of the other under the terms of this Agreement, it shall provide written notice of such default to the other. Such written notification given by the party shall specifically state the material breach or default under the terms of this Agreement. The notified party shall have thirty (30) days after such notice is given to remedy the specific breach or default. Upon the failure by the defaulting party to cure the specified breach or default within the allotted time, or recurrence of the same breach within thirty (30) days after its initial cure, the other party shall have the right to terminate this Agreement except with respect to any liabilities or obligations which, under the terms of this Agreement are to survive its termination. IV. SCHEDULE OF WORK: The Consultant shall execute all of the tasks listed above within 120 calendar days of receipt of a signed agreement and authorization to proceed. Review periods by the Owner, postponement of meetings, submittal of Owner information or other delays not caused by the Consultant, will be added to the 120 calendar days. April 2, 2018 Page 5 City of Yakima 121 V. ENTIRE AGREEMENT: This agreement constitutes the entire understanding between the parties and cannot be modified except by their mutual written consent. In the event of a conflict between his Agreement and the terms of any other agreement or document pertaining to the Project, the terms and provisions of this Agreement will be controlling. IN WITNESS WHEREOF, the parties have hereunto set their hands on the day and year first above written. ACCEPTED: COUNSILMAN-HUNSAKER OPERATIONS, LLC. CITY OF YAKIMA BY: Michael Gartland = Studio Director BY: Date: April 2, 2018 Date: Contact Information: Ken Wilkinson City of Yakima Parks and Recreation 2301 Fruitvale Blvd. Yakima, WA 98902 509-576-6416 Kenneth.wilkinson@yakimawa.gov April 2, 2018 Page 6 City of Yakima