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HomeMy WebLinkAbout2006 CON California Commercial Pools - Pool Renovation Change Order #5RESOLUTION NO. 2006-115 RESOLUTION OF THE CITY COUNCIL OF THE CITY OF NATIONAL CITY AUTHORIZING THE CITY ENGINEER TO EXECUTE CHANGE ORDER NO. 5 WITH CALIFORNIA COMMERCIAL POOLS, INC. FOR THE INSTALLATION OF A WATER SLIDE FOR THE NEW ACTIVITY POOL IN THE AMOUNT OF $158,469, AS PART OF THE NATIONAL CITY MUNICIPAL SWIMMING POOL RENOVATION PROJECT WHEREAS, the contract for the National City Municipal Swimming Pool Renovation Project (Project') was awarded to California Commercial Pools on May 17, 2005, by the adoption of Resolution No. 2005-99; and WHEREAS, the installation of the water slide for the new activity pool was originally included in the swimming pools renovation project contract, but due to financial difficulties, it was removed; and WHEREAS, the City is now in a better financial condition allowing the installation of the water slide for the new activity pool to be included in the Project. NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of National City hereby authorizes the City Engineer to execute Change Order No. 5 with California Commercial Pool in the amount of $158,469 for the installation of the water slide for the new activity pool as part of the National City Municipal Swimming Pool Renovation Project. PASSED and ADOPTED this 2oth day of June, 2006. is nzun , Mayor ATTEST: r Mich el R. Della, ' ity Clerk APPROVED AS TO FORM: George H, Eiser, III City Attorney Passed and adopted by the Council of the City of National City, California, on June 20, 2006, by the following vote, to -wit: Ayes: Councilmembers: Morrison, Natividad, Parra, Zarate. Nays: None. Absent: Inzunza. Abstain: None. AUTHENTICATED BY: NICK INZUNZA Mayor of the City of National City, California City CIrk of the City o'National City, California By: Deputy I HEREBY CERTIFY that the above and foregoing is a full, true and correct copy of RESOLUTION NO. 2006-115 of the City of National City, California, passed and adopted by the Council of said City on June 20, 2006. City Clerk of the City of National City, California By: Deputy City of National City, California COUNCIL AGENDA STATEMENT June 20, 2006 MEETING DATE AGENDA ITEM NO. 35 (a) TEM LK Resolution of the City Council of National City approving Change Order Number Five with California commercial Pools, Inc. for the installation of a water slide for the new Activity Pool in the amount of $158,469 as part of the National City Municipal Swimming Pool Renovation Project and authorizing the City Engineer to execute the Change Order (Pool project is primarily being funded by State Parks Grant) PREPARED BY Din Daneshfar DEPARTMENT EXPLANATION See attached explanation. Engineering 4387 Environmental Review X N/A Financial Statement Change Order is for $158,469. The funds are available in the following accounts: 303-409-500-598-4097 ($ 197,181) Account No. STAFF RECOMMENDATION Adopt the Resolution. BOARD / COMMISSION RECOMMENDATION N/A ATTACHMENTS ( Listed Below) Resolution No. e2C)C 0 1. Resolution 2. Change Order Number Five A-200 (9/80) RE: Resolution of the City Council of National City approving Change Order Number Five with California Commercial Pools, Inc. for the installation of a water slide for the new Activity Pool in the amount of $158,469 as part of the National City Municipal Swimming Pool Renovation Project and authorizing the City Engineer to execute the Change Order (Pool project is primarily being funded by State Parks Grant) The purpose of the Change Order Number Five is to include an installation of a water slide for the new activity pool into the existing Municipal Swimming Pools Renovation project. The installation of the water slide was originally included in the swimming pools renovation project contract. Due to the financial difficulties this work was excluded from the original contract. Now, with the proposition D passed on June 6th, the staff has recommended to include the water slide in the contract. Various state grant and local funds have been invested to make the municipal swimming pool facility up-to-date. With this additional feature the City's swimming pool facility will be compatible with the most of the advanced pool facilities in the region. A thicker concrete slab with the plumbing and electrical fixtures have been already installed under the water slide as a part of the original contract. The staff has negotiated the cost and schedule with the Contractor. The total cost to install the slide will be $158,469. The waiting time to deliver the slide will be thirteen weeks. The work will be completed within seventeen weeks. See attached contract change request (proposed costs and schedules) dated June 13, 2006 along with the specifications for the detailed information. Currently, the construction of the Swimming Pools Renovation has been completed and the Contractor is working on a few unfinished items to meet the facilities opening date. RESOLUTION NO. 2006 — RESOLUTION OF THE CITY COUNCIL OF THE CITY OF NATIONAL CITY AUTHORIZING THE CITY ENGINEER TO EXECUTE CHANGE ORDER NO. 5 WITH CALIFORNIA COMMERCIAL POOLS, INC. FOR THE INSTALLATION OF A WATER SLIDE FOR THE NEW ACTIVITY POOL IN THE AMOUNT OF $158,469, AS PART OF THE NATIONAL CITY MUNICIPAL SWIMMING POOL RENOVATION PROJECT WHEREAS, the contract for the National City Municipal Swimming Pool Renovation Project ("Project") was awarded to California Commercial Pools on May 17, 2005, by the adoption of Resolution No. 2005-99; and WHEREAS, the installation of the water slide for the new activity pool was originally included in the swimming pools renovation project contract, but due to financial difficulties, it was removed; and WHEREAS, the City is now in a better financial condition allowing the installation of the water slide for the new activity pool to be included in the Project. NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of National City hereby authorizes the City Engineer to execute Change Order No. 5 with California Commercial Pool in the amount of $158,469 for the installation of the water slide for the new activity pool as part of the National City Municipal Swimming Pool Renovation Project. PASSED and ADOPTED this 2oth day of June, 2006. Nick Inzunza, Mayor ATTEST: Michael R. Dalla, City Clerk APPROVED AS TO FORM: George H. Eiser, III City Attorney CHANGE ORDER CIO Number 5 To (Contractor): California CIO Initiation Date: June 8, 2006 Commercial Pools, Project: Municipal Swimming Pool Renovation Inc. Project Specification No.: 04-13 A Change Order is hereby recommended for the following work in the amount identified in this document: DESCRIPTION OF CHANGE: This change order is to install a water slide on the southeast side of the new Activity Pool as shown on the original construction plans. See attached contract change request (proposed costs and schedules) dated June 13, 2006. COST RECONCILATION: Costs were reviewed by the Architect and City Project Manager and negotiated with the Contractor. Construction Contract Accounting Summary: The original Contract Amount $ 991,000.00 The original Contract Amount (Alternative 1) $ 435,000.00 Net change by previously authorized Change Orders $ 133,637.00 The contract Amount prior to this Change Orders $1,559,637.00 With the Change Order request the Contract cost is increased by $ 158,469.00 New Contract Amount $1,718,106.00 Change in Contract Time: Contract Completion Date: Recommended for Approval by: 90 Working Days October 27, 2006 CITY PROJECT MANAGER DATE PROJECT ACHITECT/JONES&MADHAVAN DATE Approved by: CONTRACTOR/CALIFORNIA COMMERCIAL DATE POOLS, INC. CITY OF NATIONAL CITY DATE CC: Construction File Inspector USA SLde Inc - Microeall Inretncl v2ib[a as'^ip'-. htiiarenl cSor options rCp:e t gnl'nnrm Del Acrobat pltq+n e 2001 USA Sado, Inc nN noble ntrow& 103Sla l E20:4100,0004o01 ; 1O" US4i0/bPY, l4soh II USA Side Ire. - Mia... �•ldY:tMf 1. r1 RnQ 18" I--! EDGE OF POOL WALL RECOMMENDED MINIMUM POOL AREA RESERVED FOR SUDE OPERATION IS 10' x 20' WITH MINIMUM WATER DEPTH OF 36". STANDARD LAYOUT MODEL # MPF-140S3 BASE SPECIFICATIONS RIDE LENGTH 134.58' CENTERUNE LENGTH 111.00' TOWER HEIGHT 16.33' LANDING HEIGHT 9.33' SLOPE 14.85X OPEN FLUME WIDTH 36.00" CENTERUNE RADIUS 52.00" STAIRWAY WIDTH 36.00" STAIRWAY CONF1G 7/11 DESIGNED WATER FLOW 800 GPM PUMP MOTOR 10 HP --.) PREUMINARY LAYOUT — FOR REVIEW AND APPROVAL ONLY. NOT FOR CONSTRUCTION ii4A SLIDE USA SLIDE, INC PHONE: 770 297 1551 1180 AIRPORT PARKWAY 1 800 872 7543 GAINESVILLE, GEORGIA FAX: 770 297 9633 30501 USA www.usaslide.com CONFIDENTIAL - PROPERTY OF USA SLIDE, INC MP-140 - 36"w STAIRWAY [MODEL MOOEL 1:MP-140 DRAWN BY MEB D. DATE JAN. 31, 2000 SCALE = 1'-0" REVISION DWG. NO. 1 40XF36 96/12/29?6 23:11 9033941639 OA. COMM POOLS PA5E 02/16 CALIFOR.. COMM 'CIAO 'o June 1 _ ,2006 City of National City 1243 National City Blvd. National City, CA 91950 Attn: Din Daneshfar RE: Change Order Request Enclosed: Estimate Summary for Change Order Proposal 6(Revised) CONTRACT CHANGE REOUEST California Commercial Pools will furnish the necessary supervision, labor, materials, tools, and equipment to provide and install the new USA Slide for S158,469.00 (One Hundred Fifty Eight Thousand Four Hundred Sixty Nine Dollars and No Cents). Slide to be installed on currently installed concrete deck. Reference Sheets A 1.1 and A l..2 from the project drawings for slide location. Proposal Parameters: California Commercial Pools requires a tots: of rgn working days for the installation once the slide is delivered. There is approximately a 12-14 week lend time once the slide is ordered. California Commercial Pools will not he held responsible for delivery delays due to circumstances beyond our control. A 25% deposit of the quoted amount is due with the purchase order. California Commercial Pools requires this amount be included in the most current pay application request and will not issue the pmucnase order until the pay request authorization is provided. The balance is due net 30 days after equipment delivery. Slide pump is to be installed on the pool ceck below the slide. No costs are included for any work not specifically listed above. Exclusions: 1. Engineering, Surveying, Structural Calculations, Soils Reports 2. Design, 3. Permits, Fees, Bonds, Licenses, Taxes, Any Required Submissions by Local Authorities 4. Any pool and/or concrete work not noted above Sincerely, California Commercial Pools Project Manager 2255 E. Auto Centre Dr., Glendora, CA 91740 / ph:909.394.1280 fax:909.394.1630 / CAL LUC. No. 415172 86/12/2006 23:11 9053941630 CAL COMM PCGLS PAGE 03/16 EqWpment Fork Lift Material Labor Description Provide and Install New Slide CAUFORN k CO7MMER A� O IS Quantity Unit Unit Cod Total 12 EA $ 275.00 $ 3,300.00 Subtotal $ 3,300.00 Description Quantity Unit Unit Cost Total MPFI40S3 Water Slide I EA $94.348.48 $ 94.348.48 10 HP Three Phase Pump I EA $ 4,250.00 $ 4,250.00 Schedule 80 Pipe 40 LF $ 20.00 $ 800.00 Schedule 80 Rttings 5 EA $ 275.00 $ 1,375.00 Flow Meter 1 EA $ 400.00 $ 400.00 Glue I GAL $ 52.00 $ 52.00 Primer I GAL $ 45.00 $ 45.00 Pipe Straps & Supports 10 EA $ 23.00 $ 250.00 Conduit 40 LF $ 0.81 $ 32.40 Wire 900 LF $ 0.19 $ :71.00 Mag Starer and Disconnect 1 EA $ 1,500.00 $ 1,500.00 Emergency Stop 1 EA $ 500.00 $ 500.00 Check Valve 1 EA . $ 500.00 $ 500.00 Intake/Discharge Pump Valves 2 EA $ 300.00 $ 600.00 No Hub Couplings 2 EA $ 30.00 $ 60.00 Subtotal $ 104,863.88 Description Quantity Unit Unit Cost Total Water Slide Installation I EA $22,500.00 $ 22.500.0C. Journey Man (Electrician) 10 HR $ 41.79 $ 417.90 Plumber 10 HR $ 43.65 $ 436.50 Journey Mac (Laborer) 10 FIR $ 38.98 $ 389.80 Laborer 20 HR $ 33.58 $ 671.6C Estimator/Pmject Manager 2 HR $ 75.00 $ 150.00 Subtotal $ 24,565.80 Commercial General Liability Insurance Subcoaaactor Overhead snd Profi•_ Contractor Overhead and Prufi: Bonds and Insurance Subtotal Equipment, Material, Labor $ 132,749.68 15.00% $ 3,684.87 Subtotal $ 136 434.55 0.00% $ - Subtotal $ 136,434.55 15.00% $ 20,465.18 Subtotal $ 156,1199.73 1.00% $ 1,569.00 TOTAL $ 158,468.73 06/12/2006 23:11 3C33S41620 FROM :USA SLIDE INC CAL COMM FOOLS PAX NO. :7702979633 PACE 04/16 Nov. 09 2005 0943AM P2 USA Mini Park Set s . • I n I, Al, •, •-• .`•• 06/12/2006 23:1. 9093941630 FROM :USR SLIDE INC r CAL COMM POOLS FRX NC. :7702979633 htChw'A.L FLANGE Part 3 - DETAIL VIEWS Nov. I.O'AWAL:, FLANGE 7vPtCAL FLUME PROFILE'S 3" -a. 1" 1 � 3/16" TO 1 1/2• TYP r! T `)E .fit 9. 09 2025 09:47AM /-- CEO COAT - ISO NPC LAYER 24 OZ, WOVEN AWING SPRAY / CHOD LAYLP - ^.E:. COAT - ISO NPO PAGE 13/16 PI1 06/12/2006 23:11 9033941630 FROM :USA SLIDE INC CAL. COMM P33Ls FAX NO. :7702979633 PAGE 14/16 Nov. 09 2005 09:47AM P12 Pat 3 - DITAIL VIlW3 Co STUB ON BOTTOM OF START TUB SECT ON 6.0 x 5 3/4" RUBBER COUPLING 'W/ 2 ADJUSTABLE HOS. CAPS 6"sz, NOP. a4C PIPE P•P' © START �_(:' U^., 96/12/21J9. 23: i. 303394' E. (3 CAL O Mil POOLS .S PA, E 15/16 =Rdr, : LEP SLIDE IOC FAX N0. :7702979633 Nay. 29 2005 09:46AM Pi3 USA SI,ce, int 1150 Airport VarKwt.y Gainesvl!!e,GA 30501 Ph. ilh: 17 ): ... Gr.x: ;':t0i 217-4,4533 rpb p„V. 8C0 572 %943 Putt 4 - LANDING POOL. INFORMATION 4.01 For Installation Into a swimming poet Or separate landing pool for slide exit, recommendations are as follows: A. The minimum allowable water depth is 3 feet. A minimum clearance of 5 feel Is required On each aide of the flume terminus measured from the centerline of the Aurae section. B. For a single flume, a tending area of 10 feat wide by 20 het long 1s the minimum allowable. C. The slide exit height shalt be approximately 2 Inches above static water Willi. O. The bottom of the lanoline noel should be smooth and level for a distance of at east 18 feet out in front of the pool entry section. E. Tne landino area requires a hleh capacity exit with handrails. Part a — u.ea Y ODNSCOIRATIOIN FOR WATER SLIM[ OWNERS 5.0 1 Below are listed the safety considerations for water silos owners. A. All employees should be trained in the safe operation and usaoe of the water slide. This tralnino should be reviewed at regular fnrervrls throughout the operating season. B. Be sure that the slide rules are posted where the riders can read and understand them before using the water slide. C. Be sure that riders DO NOT ride the water slide headfirst. Headfirst riding can lead to submarining and contact with the pool bottom, which can cause spinal Injuries, paralysis, or death. D. The slide can only be used when supervised and with water flowing down the Hume sections. E. Do not allow users to come down the water slide steps, except in an emergency. (If the water slide is to be shut down during breaks, we recommend stopplrg riders at the bottom of the tower prior to the break and then allow the rider on the tower to ride down the slide thereby emptying the water slide by break time.) F. Isolate pump area under structure and lower flume areas from public oy use of a perimeter fence. Provide means of a positive '.ock off tne water slide structure. H, Shut water slide down during any maintenance time. I Be sure a documented emergency plan is available to all employees and they are aware of it. Record it with a local authority and the fire rescue service. '. Water slide shoud have an emergency shJtoff (provided pJrchase r/owner) easily Accessible to the slide operators. 1L 96/12/2ZaS 23:11 S?35-1530 �a— '"'Y �5 FAX NO. :7702979633 Nov. 09 200S 09:46AM P14 FROM :L'SA SLIDE INC /'till USA Slide, :n: 1 1 RC A Vrnn^h Parlru•nv *4uig c;ainesvole, GA 30501 Phone: (770)297-155t F?4-(770)297-963 ""e: Free: 1 80C 872 7543 K. Water slide should be well lighted during evening and nighttime operations. L No one should be allowed to use the water suds with metal parts such as buckets, buttons, locker pits,. safety pits, or teas attached to their batting suits, shorts, or other wearing apparel. The gel cost finish is very her but cannot withstand direct metal contact Repeated stretching of the surface will shorten the life of the fteralass flume sections. M. Mats are not required or recommended for use in the Mini Park Series"' water slides because the slide surface is designed for body sliding. N. USA Slice Inc., water slide equipment, by design, has en intended specific use. tads of maintenance and/or rider usage of this piece, In a marcher other than the intended use for which it was designed, can result In serious Injury. O. Any attempt to altar, adapt, change, attach to, or assemble the product for any purpose other than Its Intended use, as stated in these Water Slide Speditcatloas and the Installation, Operations, and Maintenance Manual, Is strl by prohibited. Pert 6 — SAFETY MANAGE 5.01 Below suggested rules and regulations are listed rcr the safe operation of the Mini Park Series' water Ode. A. These rules are generally accepted industry wide. e. It should be noted that Inral rnnnn nr nuinennoe miry* rvn,, r additional controls. C. Signs should 7e posted identifying the proper ndlno position ano all rises and regulations. D. Ensure that water slide safety rules are posted where use's cart read and understand them before using the slide. E. Failure to follow rules can result In serious Injury. �9 06/12/2936 23:1_ 9003941E30 CAL C JMM POOLS FAX 143. :7702979633 �A 95/;6 hiov, fag 2295 09:44AM P3 FRI21 :USA SLIDE INC OSAStUt USA SIiCe.Inc 11E0 Airport Parkway Galnesvtt'e, GA 30501 Phone! (770;2 97-1E51 Fax: (7 %0) 297-P5:3 To I Frez.. I li^G 872 7143 Part 1— CIMIRAL 1.03 IIQOpe A. Fiberglass water slide Mail be USA Slide, Inc., standard Mln! Park Series water slide system complete with steel tower, support structures, and req,,tred mechanical appurtenances as manufactured and distributed by USA Slide, Inc. of Gainesville, Georgia. 1.02. Coda A. The work of these spedll ations are considered to be In compliance with the Guideline for Risk Management and Operating Safety prepared by the World Weterpark Association and the elealdt.sed Safety Guidelines for . Recreational water Slide Plumes. Plans, spedlkatloes, and calculations were prepared by a .professional engineer licensed to practice by the State of Georgis. 2.03 SubsnIttat A. The water slide manufacturer shall submit three (3) copies of the u,hmrttnl ,ira'tiinna rev review. sonrovel. and installation. t .ne.s ttlr,rlurs beltway. stenos. and Mendlana A. At the ate, store water slide components In safe areas, out of the way of traffic and other construction. Also, store materials to tow easy mess for tner.Mnnn .,,fn I,n.ntihr.sr,nn Voar, M.N mrvnh.rn nff the nm,mA. I;ctno panes, platfomis, or other supports. Protect water slide components end materials from erosion and deterioration. B. If required, provide safety barricades or other like measures for the protection of the public and adjacent property. C. Exercise care In handling of water slide components to prevent excessive stress and abrasions 1.03 Options A. Available for all Mini Park Series water slides I. Higher load conditions than specified, If dictated by special area, climate, or climate condldons. 2. Conditions other than sheeted. if dictated by special coce requirements. 1.03 Sbeclfkatlon Champs A. JSA Slide, Inc., reserves the right to make spedficatior changes without notification. 1, °S/:.2/2??5 2??:1_ S093941630 PROM :U3a SLIDE INC CAL COMN FCCLS FAX NO. : e rors79633 PAGE 06/16 Nov. 09 2005 09:44Ai1 P4 M Sll=E USA Slide, Inc 11SO AlrportParkwai Geinesv.l:e, ;,A 30501 Phne.(770)297-1551 Fey. .(77))t97-9633 8Ct1 97.; 'S4. i Met 2 - DRAM SPECIPICATIONS 2.01 Fiberglass Plume Section A. fiberglass flume sections will conform to design dimensions of Mini Park Series spedflcatlons. B. 'lume Dimensions: 1. Ail flume sections shall be U-shaped, molded fiberglass approximately 36' x 24" In cross-section with nominal 5' side rail ®ttenelons. 2. Slide surface shall be of a smooth finish v4th factory machined round and smooth side rail edges. C. Ride Configurations: 1 Ail ride configurations shall be ponstructed from Mini Park Series standard sections consisting of: Start Section Right Helical Radius (103.6 degrees) Left Helical Radius (103.6 degrees) Right Helical Radius (50.0 degrees) Left Helical Radius (50.0 degrees) Strelght Section Pool Entry Section Flume Saddle O. Fbergiass Laminate Materials: 1. Getcoet: Cook Composites or equal, I50-NPG gel coat containing UV Inhibitors that have been tailored for marine and/or aquatic use 18 to 20 mils thick ride surface. Color of owners' choice, 10 mils exterior cosdflo on the exposed fiberpless• 2. .am nate thickness of 3/16" co 1/4' lay-up throughout flume section. Firmer. :nmi natp thicknpcc hulit uo to i/R" with one laver of 24 oc,nce wnvM roving throughout the flume body between layers of chop. Glass to resin ratio of approxlma:eiy 35 to 65. Fillers are not allowed. 3. Sack side of flume to be sanded free of burrs and sprayed with ISO-NPG gel coat containing Lti Inhibitors and a wax surfacing agent. AC edges to be trimmed and sanded dull, rounded edge and covered with same gel coat used on flume back E. ''ndtvidual Fiberglass Sections 1. Starting section seat and silda surface are smooth with Integral oulit in ride water distribution chamber and two recessed weber outlets (5" x 4" U-snapeo) tor oiszrlootion or water into the title path. Ire start section is designed for one rider to sit down on a 15-inch seat height ensuring a safe rider loseing procedure. 2. The cross sections: shape of the radial rbergtess'lume unit is molded to control oscillation accumulation 2. 06/12/23D6 23:11 SO33941630 F1 :USA SLIDE INC CAL COMM POOLS FAX ND. .7782979633 PAGE 07/16 Nov. 29 2805 89:45AM PS eA # USA Slide, Inc. 11 SO Airport Parkway Gainesville. GA 30501 Pncrc: (770; 297-13S i Fax: (7701297 4633 Ti;oFree: I 300 B72 75• 3. Non radial fiberglass flume units are pre -molded to preclse degrees of change hi ascent or descent to provide smooth transition from shallow graduations to deep descents. 4. All units shell be fabricated and joined to provide a smooth transition throughout. 5. Sections are joined at the I. flange, which is pre -marked and factory drilled ensuring best alignment In ride path, 6. Ioiring of flume sections shell be with 3/5 •stainless steel hex -head bolts, flat washers, lock washers, and hex nut on three inch centers et each joint. 7. Flume units to be side or bottom mounted to support arms with Grade S, 5/8" galvanized steel hex head bolts with flat washers, lock washers, and hex head rut. 2.02 Structural Steel A. Melon Leads 1. The Water slide shall be designed for the following minimum IONO conditions. 2. In addition to the weight of the structure, the water slide flume support system shall be designed for a uniform, vertical live load of SO pounds per linear foot cf flume with a dynamic Impact factor of two. This design load shall be determined to be adequate by a full-scale load test. 3. A uniform lateral load generated by centripetal accelerations shall be considered to act In conjunction with the vert cal dead and live loads. 4. Tower deck, landing deck, and stairs designed for 103 pounds per square foot I.ve load. B. Structural Steel 1. All rolled shapes, plates, rods, and miscellaneous steel Items shag: conform to ASTM A35, Fy=36 KSI. Structural tube shall conform to ASTM AS00, Grade B,Fy.46 KSI. Plpe shall conform to ASTM A501 or ASTM A53, Fy*36 KSI. 2. Aii bolted connections, unless otherwise noted, shall be made with high strength bolts, ASTM A325 Type N. 3. Steel angles and plates shall conform to ASTM A36, 4. Structural steel shall be fabricated and erected according to the AISC "Specification for the Design Fabricat:on and =rection cf Structural Steel for @wilding." 5. AU welds shed be made by welders certified as passing test required by the AWS for the type of work required. Welding shalt be performed with En XX series electrodes. 06/12/2006 23:11 503394153E C MM PV7.S FAX Iva. :7722979633 -4GE :fin,:s Nov. 09 2225 09:45AM PE FRAM :USA SLIDE INC IISA SLOE USA Slide, Inc 1 1A 0 A IrpOrt Parkway Gainesville, GA 305C: Prone: (7';,) 2Y'-1`51 Far:;770; 297-95°? i nil F'ye• : St: B72 7593 C. Commies Protection Notes 1. Pipe columns, tie arms, support anus, etc., shall be brushed off and sandblast cleaned in accordance with SSPC-SF or power tool cleaned (SSP-SP3) and hot dipped i3alvenimed. D. TowerStnsetwei 1. Tower Coiumn; 9" standard 'Sae with 1" thick cap end 1" base piste. 2. Deck Framing: Perimeter channels - C4 x 5.4 Cross Members C4 x 5.4 Bottom Connection plate - 1" 1. Decking: 3/16"thick 30031122,aluminum diamond pattern safety tread plate or Flbergrate and/or Flberplate. 2. Railing: 1 1/2"x 1 1/2' x 14 GA tubular steel top rail ant side posts, 1/2 square vertical steel pickets on 4" centers. 3. Misc. Steel: ASTM A-36. i4endtaii a-Otair & Landinpa: 1 1/2' x 1 1/2" x 14 GA tubular steel top rail and side posts, 1/2" square vertical steel pickets on 4"center. P. Mime Support Stmotives; _. Support Columns B" standard pipe with domed cap and base plates. 2. Bottom Tle Arms: 4"y4'x3/16"tubular steel, ASTMA-36 3. Fiume Support Arms: 4"x 4"x 3/16" tubular steel, with telescoping 2 1/2" x 3 1/2 " x 3!16'tubular steel sections, both ASTM A•36. 4. Misc. Steel: ASTM A-36. 5. Fiume Connection Plates: Flume Connection Plate 1/4' x 2 1/2". G. Steal Erection: t. General: Comply with the AISC specifications end Code of Standard Practice, and as specified. Maintain work In a safe and stable condition during erection. 2. Temporary Bracing: Provide temporary connections of sufficient strength to bear imposed loads. Remove temporary members and connections when permanent members are In place and final connections are made. Provide temporary guidelines to achieve broiler alignment of the structures as erection proceeds. 3. =lead Assembly: Set structure; members to the lines and elevations indicated. Align and adjust the various members forming a part ore comalete frame or structure and other surfaces, which wi!! oe :n permanent ccncact before assembly. Perform necessary adjustments to compensate for discrepancies .n elevations and alignment. 4. 06/12/2(1?6 23:1_ 39=3941630 CAL OJMM POJLS PAGE 09/16 FRCri :USA SLIDE INC .10 /cMSASLI&E FPX 143. :7792979E33 Nov. 09 2025 09:45111 P7 r.,.. 1180 Airport Parkway Gainesville, CiA 3050I Pnnner(770)27.151 f?>' (7?0) 297-9653 To-- F'ee 80o 872 .7E43 2.03 Punp / ►lumbiltp / Matiluentail A. The nominal water volume requirements range from approximately 650 gpm to BOO gpm for our standard Mini Park Series water slides that range from 43'to 210'rlde length. B. The pump/motor units available (purchased as an option by purchaser) through USA Slide, Inc., which produce this volume of water flow are s 7. 1/2 hp and 10 hp. These pump units are typically 3 phase 60 cycle,130/460 volts, capable of operation at 208 volts, however, single phase la available It required, C Pumps may be installed above ground or below ground to accommodate customer preference. Possible methods are; 1. beck Mounted. Typically, the pump Is located underneath the water slide tower where the steel support structure acts as a natural restriction to slide patrons but still allows acceaslollity to water slice operators. 1. Dry Pit. Typkally, the pump may be located in a pit with a check valve in the suction line to ensure constant prime. The pit should have a wen in ewer not s„efera Writer end r rover that prevent areidenta} entry without restricting air ventilation. Ventilation In accordance with manufacturer recommendations for the pump motor must be provided. Additionally, a sump chamber and pump must be provided to remove any water that accumulates In the pump pit. D. The standard plumbing system available (purchased as an option by purchas or) through USA Slide, Inc Is an "O ver-the-Deck" configuration and utilizes an 8" suction and 6"disc horse PVC schedule 40 pipe distribution system. The system comes with a minimum number of fittings, along with a suction basket and foot valve for the suction line, and a butterfly valve for the discharge piping Raw meter, he scare a action flange is a molded in 6"fberglass pipe that accommodates a 6"rubber fernco. For all systems, a butterfly valve Is • recommended between the pump and the start section to allow for adjustmento`tne water flow to the start section. E. The standard suction basket supplied with each Over -the -Deck hydraulic configuration is an 18" diameter by 32" tall cylinder. It Is constructed of 20 gauge stainless steel perforated sheet rolled into a cylinder, The top and bottom of the cylinder are constructed of PVC . Tnls suction basket is Intended for applications where the plumbing to the pump Inlet is run at or above deck level. F. The arrangement, generai location, and size of all piping are clearly shown, Instal; all piping accurately to grade and alignment. Should structural or other conditions require Installation of mains or any of the piping differently from the manner shown, the contractor shall consult with the owner and obtain written approval for all changes before proceeding with the work. G. All piping shall be'nstailed and anchorec as shown or as may oe reaulred to prevent undue strain on the oloino. N. The electrical supply is the responslb ity of the purchaser/owner My.; shall furnish a 3 phase or 1 phase, 230/.60-volt serv:re aid associated motor or eject-Ical controls. 86/12,'20c16 23:1i 9093941630 CAL COMM =70L3 FROM :USA SL 1 DE INC FAX NO. : 7702979633 S:DE MoUN1 CONNECTION Part 3 - DITAIL VIaWS Nov. 09 2005 09:46PM PE BOTTCM MOUNT CONNECTION FLUME SUPPORT INSERT 3 1/2" SOVARE TUBE Fv,MS SUPPORT ARM 4 SQUARE 7UBE B"0 STEEL COLUMN /-- 1" STEEL BASE PLATE. /_;4) 3/4 "NTWEDGE ANCeOR �/.-- C9 U0-,7AEETARBM — CONCRETE POCL DECK R'_LME SkJPFCFT e:.RyS — MIN1=AQ< SGR1=S 6. 96/12/2006 23:11 9033941639 CAL COMM POJLS PAr 11/16 Part 3 - DETAIL WOWS 1-1/2" SG. 140A STEEL TUBING '/2` SO. STEEL PICKET 3,/16' A10.11144 SAFETY 'READ PLATE C4 x 3.4 OECK CHANNEL STEEL CECK SASE FATE S: EEL COLUMN CAP PLAT 6' STEEL COLUMN (.; 3/4"m wECBE ANC=.OR SITE_ BASF. PLA'TM TOA1iER CONciGURA" O''.! — MINPAR-< SERIES 7. 06/12/2035 23:11 9033941530 FROM :USA SIDE INC CAL 03MM POLLS FI*( NO. :7732979633 PAGE 12/16 -4•0414 Part 3 - DETAIL VIEWS Nov. 09 2005 09:46AM P10 SECURE WATERSuDE BASE PLATES TO EXISTING 4" (MINIMUM) CONCRETE POOL DECK WITH 3/4-t0 it B 1/4" WEDGE ANCHORS. FOOTING REQUIREMENTS - EXIST;NG POOL DECK THCKEN CONCRETE DECK SLAB TO A 36 x 36 x 9" CONFIGURATION UNDER SLOE COLUMNS. SECURE wATERSUOE BASE PLATES TO POOL DECK WITH 3/4-1D x 6 1/4" WEDGE ANCHORS FOOTING REQUIREMENTS - NEW POOL DECK hx)- - 48' --oxi --� 3- TYP, I 'I}� . t h.1. Y .. I / lLi. ,. 24' j 3" ;A) — af4 EACH; WAY 012" ON CEV'ER PLACE A 46 x 48 x 24" DEEP CONCRETE FOUNDATION BLOCK REINFORCED WITH +4 BARS AT 12" CENTERS EACH WAY, CONCRETE SHALL HAVE A 28 DAY COMPRESSION STRENGTH OF 3,0OC PS. SECURE WATERSUDE 36SE PLATES TO FOUNDATION WM 3/4-10 1. 6 1/4" WEDGE ANCHORS. 'OUNOATION NOTE : UNLESS OTHERWISE. SPECIFIED, ALL FOLNOATIONS Si0.,LO BE PLACED ON SUITABLE SOIL WIT,- A BEARING CAPAGTY OF NOT LESS THAN 2,000 POUNDS PER SQUARE FOOT. 'OUNDATK)IS MUST EXTEND '0 THE APPROPRIATE DEPTH FOR SOIL CONDITIONS AND '.N NO CASE SHOULD THEY SE LESS THAN THE LOCAL CODE REOu4REMENT FOR FROST DEf*i Al THE SLICE INSTALLATION SITE. F'O2TI\G PEOL;IREMENUS - NC POOL DECK B.