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HomeMy WebLinkAboutCORRESPONDENCE - BID - 5681 2202988 FOSSIL CREEK (7)0 • Fire. -rated Fireguard Lid �t�veignt duume Wail vamited above g n»nd qto ragp tank. riclk One up. ITEM DESCRIPTION QUANTITY 31 Concrete Bleachers & Steps 1 32 Concrete Stairway at Concession Bldg 1 33a Concrete Stairway at Maintenance Bldg 1 33b Concrete Terraces at Lake Pavilion 1 34 Colored Concrete Bands in turf at Lake Pavilion 1 35 Sandstone Steps in Crusher -Fines Walk 11 36 Sandblast Pattern in Concrete 1,370 37 Color Stain on Concrete 1,370 38 Stairway at Roller Hockey 1 39 Entry Ramp at Playground 1 40 Concrete Mow Strip at Outfield Fence 1,064 41 Concrete Pan at Foul Line Fences 980 42 Concrete Curbwall at Baseball Backstop 120 DRAINAGE, EROSION CONTROL AND UTILITIES 43 Sidewalk Chases 17 44 12" Drain Basin 1 45 6" Inlet 2 46 8" Inlet 47 4" Clean -out 3 48 4" Perforated PVC Pipe 180 49 8" Perforated PVC Pipe 110 50 6" Solid PVC Pipe 52 51a 8" Solid PVC Pipe 110 51 b 15'Solid PVC Pipe 50 52 Concrete Endwalls for 6" Drain Pipes 1 53 Concrete Endwalls for 8" Drain Pipes 5 54 Rip Rap Armoring 100 55 Maintain Exist.Erosion Control Measures 1 SITE LIGHTING / POWER DISTRIBUTION 56 Parking Lot Lighting with controls 1 57 Trail Lighting with controls 1 58 Electrical Service to Time Walk Art Elements 1 59 Ballfield Lighting power and controls 1 60 Tennis Liohting w/ programmable control system 1 61 Basketball Lighting w/ programmable control system 1 62 Water Feature Lighting 1 63 Maint Yard Lighting 1 64 Secondary Electrical Service Park Area 1 65 Secondary Electrical Service Maintenance Bldg. 1 66 Secondary Electrical Service Irrigation Pump House 1 SITE WALLS 67 Concrete Seat Walls at Roller Hockey/Playground 245 UNIT UNIT PRICE ITEM TOTAL Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum e.a. s.f. s.f. Lump Sum Lump Sum I.f. 11 If I.f. ea. ea. ea. ea. J. I.f. ea. Cu. Yd Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum Lump Sum I.f. Fossil Creek Community Park Addendum No. 1 00300 - BID FORM Page 2 of 8 ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE 68 Concrete Curbwall at Playground 135 I.J. 69 Concrete Dugout Wall at Ballfields 800 f.s.f. 70 Modular Block Retaining Wall at Lake Edge 2,438 f.s.f. BRIDGES 71 Fossil Creek Prefabricated Bridge (89.5' length) 1 ea. 72 Fossil Creek Bridge Abutments 2 ea. 73 Adventure Island Prefabricated Bridge (35' length) 2 ea. 74 Adventure Island Bridge Abutments 4 ea. 75 Wooden Pedestrian Bridge (22' length) 1 ea. 76 Wooden Pedestrian Bridge Abutments/Supports 3 ea. METAL FENCING 77 26 foot high Ballfield Backstop 2 ea. 78 10 Foot ChainLink Fence at Ballfields 240 I.f. 79 8 Foot Chainlink Fence at Ballfields 990 I.J. 80 5 Foot Chainlink Fence at Ballfields 1,060 J. 81 Maintenance Gate at Ballfields 3 ea. 82 10 foot Chainlink Fence at Tennis Courts 1,020 If 83 4' Gate at Tennis Courts 3 ea. 84 12' Maintenance Gate at Tennis Courts 3 ea. WOOD FENCING 85 Dog Park Rail Fence w/ wire mesh 833 U. 86 Rail Fence without Wire Mesh 164 J. 87 Maintenance Yard Screen Fence 780 11 88 Sliding Gate at Maintenance Facility 2 ea. METAL RAILING 89 Stairway Handrails 202 U. 90 Ballfield Bleacher Top Rails 220 I.f. 91 Metal Guardrail 100 J. DOG PARK 92 Main Pedestrian Entry Gate w/ Arch 1 Lump Sum 93 Interior Vestibule Gate 1 Lump Sum 94 Maintenance Gate 1 Lump Sum BALLFIELDS 95 Players Benches - Backless 4 ea. 96 Players Bench with Back 4 ea. 97 Bat Racks 4 ea. 98 Trench Drain 440 11 99 Scare Boards 2 ea. 100 Foul Poles 4 ea. ITEM TOTAL Fossil Creek Community Park Addendum No. t 00300 - BID FORM Page 3 of 8 ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE ITEM TOTAL 101 Skinned Infield Mix 30,300 s.f. TENNIS COURTS 102 Asphalt Tennis Court Pavement 34,928 s.f. 103 Concrete Perimeter Beam at Tennis Court 1,020 I.J. 104 Tennis Net Posts and Related Equipment 5 ea. 105 Concrete Light Pole Pad 90 s.f. BASKETBALL COURTS 106 Asphalt Basketball Court Pavement 14,560 s.f. 107 Concrete Perimeter Beam at Basketball Court 604 I.f. 108 Basketball Post Backboard Goal and Net 4 ea. 109 Concrete Light Pole Pad 80 s.f. IN -LINE HOCKEY 110a Post Tension Concrete Slab w/ Markings (complete) 1 Lump Sum 110b In -Line Hockey Rink Assembly 1 Lump Sum SKATE PARK 111 Skate Park (complete) 1 Lump Sum WATER FEATURE 112 Turtles 2 ea. 113 Shotcrete Cliff and Upper Shallow Pool 1 Lump Sum 114 Shotcrete Runnels and Lower Shallow Pool 1 s.f. 115 Water Feature Mechanical System 1 Lump Sum 116 Stone Runnel Crossings 16 s.f. 117 Stone Outlet Covers 52 s.f. PLAYGROUND 118 Mammoth Play Element 1 ea. 119 "Galaxy''Bellatrix' 1 ea. 120 "Meteor Shower" Modified 1 ea. 121 "Super Nova" 1 ea. 122 "Vega" 1 ea. 123 "Spica 1 2 3" 3 ea. 124 Landscape Structures 'Series 5000 Swing' 1 ea. 125 "Elements" 'Fort' 1 ea. 126 "Elements"'Flow1' Modified 1 ea. 127 "Elements" Swing w/ Tot Seats (1 Bay) 1 ea. 128 "Elements" Swing w/ Belt Seats (1 Bay) 1 ea. 129 "Elements" Spring Rider'Rocker 1' 2 ea. 130 "Elements" Spring Rider'Rocker' 1 ea. 131 Landscape Structures 'T-Rex' 1 ea. 132 Landscape Structures 'Rhino -Dino) 1 ea. Fossil Creek Community Park Addendum No. 1 00300 - BID FORM Page 4 of 8 ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE 133 Landslide 1 ea. 134 Wood Fiber Playground Safety Surfacinq 13,500 s.f. 135 Rubber Matting at Swing Sets Slide Exits 12 ea. 136 Poured In Place Surfacing "Spectrapour' 200 s.f. 137 Shark Jaw Entry Feature 1 Lump Sum 138 Faux Rock Climbing Wall/Steps 1 Lump Sum ADVENTUREISLAND 139 Neanderthal Hut 1 Lump Sum 140 Fire Pit & Artifacts 1 Lump Sum 141 Loa bridge 1 Lump Sum 142 Mastadon Tusk Gateway 1 Lump Sum THE KNOLL 143 Artist Supervision of fine grading at Knoll (Cauldron) 1 Lump Sum MAIN ENTRY TIME WALKIMAIN PAVILION AREA 144 Sandstone Pavers west of Oval Pavilion 1,944 s.f. 145 Turfblock Pavers 747 s.f. 146 Artist Supervision of Time Walk Area Grading 1 Lump Sum LAKE PAVILION AREA 147 Pavilion Garden Channel 50 I.f. 148 Channel Crossing 2 ea. ARCHITECTURAL STRUCTURES 149 Oval Pavilion 1 Lump Sum 150 Restrooms at Oval Pavilion 1 Lump Sum 151 Lake Pavilion 1 Lump Sum 152 Restrooms at Lake Pavilion 1 Lump Sum 153 Playground Pavilion 1 Lump Sum 154 Ballfield Concession/RR/overlook 1 Lump Sum 155 Ballfield Score Keepers Booth 2 ea. LANDSCAPING 156 Fine Grading 11749176-1 s.f. 157 Soil Preparation - General 1,336,316 s.f. 158 Soil Preparation - Oval and Ball Diamonds 469,374 s.f. 159 Deciduous Canopy Trees 466 ea. 160 Ornamental Trees 270 ea. 161 Conifer Trees 218 ea. 162 Deciduous Shrubs 2,276 ea. 163 Evergreen Shrubs 208 ea. 164 Perennials/Grasses 2,356 ea. 165 Irrigated Seed Type 1 - Bluegrass 469,374 s.f. ITEM TOTAL Fossil Creek Community Park Addendum No. 1 00300 - BID FORM Page 5 of 8 ITEM DESCRIPTION QUANTITY 166 Irrigated Seed Type 2 - Fescue 1,239,464 167 Irrigated Seed Type 3 - Parking Islands 40,923 168 Non -Irrigated Seed 152,904 169 Wetland seed mix at Oval Pavilion and WQ Pond 6,460.0 170 Wood Mulch 55,929 171 W-6"River Cobble Mulch in Parking Islands 7,745 172 Weed Barrier Fabric 55,929 173 Sand Bed at Adventure Island and Water Feat. 6,818 174 Steel Edger 786 175 Concrete Landscape Edger 2,803 UNIT UNIT PRICE ITEM TOTAL s.f. s.f. s.f. s.f. s.f. s.f. s.f. s.f. J. I.f. IRRIGATION 176 Irrigation Pump Station Wetwell Sleeving and Intake 1 Lump Sum 177 Irrigation System (complete) 1 Lump Sum MISCELLANEOUS SITE FEATURES 178 Barbecues 6 ea. 179 Emergency Call Box 1 ea. 180 Benches - Backless 12 ea. 181 Benches - With Back 11 ea. 182 Rectangular Picnic Tables 37 ea. 183 Round Picnic Tables 10 ea. 184 Trash Receptacles 13 ea. 185 Bicycle Rack 39 ea. 186 Drinking Fountain - Playground 1 ea. 187 Drinking Fountain with Doc Bowl - Dog Park _ 1 ea. 188 Stone Bollards at Concessions Bldg. 7 ea. 189 Shotcrete Mudbank Walls/ Nautilus at Lemay Entry 1 Lump Sum SIGNAGE 190 Stop Signs 5 ea. 191 Post Mounted Fire Lane Signs 44 ea. 192 Regulatory Signs Mounted on Light Poles 9 ea. 193 Accessible Parking Signs 14 ea. MAINTENANCE FACILITY 194 Maintenance Building 1 Lump Sum 195 Irrigation Pump House/Covered Storage/Bins 1 Lump Sum TOTAL OF BASE BID Fossil Creek Community Park Addendum No. 1 00300 - BID FORM Page 6 of 8 ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE ITEM TOTAL -:,. .. , . "' .. ;,v .. .,, .. q," y„�. �,. � ::vt (nf ai 'tWiuit%i;, �� i in i!;•:e �..,, i ...i,1l1,j !Fi i i ALTERNATE NO. 1 - PRE -FABRICATED SHADE SHELTERS 1a Prefabricated Shelters 5 ea. 1b Picnic Tables 5 ea. I Crusher -Fines Pad 5 ea. 1d Trash Receptacles 5 ea. TOTAL OF ALTERNATE BID NO. 1 ALTERNATE NO.2 - PRE -FABRICATED DUGOUT SHELTERS 2a Dugout Shelters 4 ea TOTAL OF ALTERNATE BID NO. 2 ALTERNATE NO. 3 - POST TENSION CONCRETE TENNIS COURT 3a Post Tension Slab 5 ea 3b Deduct Asphalt Slab (Credit) 5 s.f. 3c Deduct Concrete Perimter Beam (Credit) 6 s.f. TOTAL OF ALTERNATE BID NO. 3 ALTERNATE NO.4 - MITIGATIVE WETLAND SEEDING 4a Wetland Seed 114,127 s.f. TOTAL OF ALTERNATE BID NO.4 $ in writing ALTERNATE NO. 5 - IMPORTED SOIL FOR SOIL CEMENT MIX 5a Imported Soil for soil cement 970 C.Y. TOTAL OF ALTERNATE BID NO. 5 00300 - BID FORM Fossil Creek Community Park Addendum No. 1 Page 7 of 8 ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE ITEM TOTAL ALTERNATE NO. 6 - SPECIAL STEEL COATINGS 6a Special Steel Coatings 1 Lump Sum TOTAL OF ALTERNATE BID NO. 6 ALTERNATE NO.7 - FUELING STATION 7a Fueling Station 1 Lump Sum TOTAL OF ALTERNATE BID NO. 7 00300 - BID FORM Fossil Creek Community Park Addendum No. 1 Page 8 of 8 02/27/2002 13:48 9702216534 FACILITIES PAGE 03 Fire -rated Fireguard. \ Lightweight double wall vaulted -,aboveground storage w lf-, For aboveground fuel storage, concrete -type tanks are good._. a IA heavy! XheKre also expensive to transport and install and almost impossible to move once they're in place. Fireguard—offemthe'safetyofUL-2065-S ei secondary- - containment...plus lightweight convenience. Fireguard" features a super lightweight insulation within the interstice, reducing total tank weight by more than half—so_it can be easily relocated! The porous insulation material allows migration -of any liquid through the interstice -to the -monitoring point- Unlike plastic liners, the steel double wall design provides 110% UL-listed secondary containment_And.Fireguard7.. conies delivered as a complete unit —with Steel Tank Institute Quality Assurance built in isn't thisthe kind of -performance - you're looking for? Fireguards" features take a lead off your mind. too. Monitoring tube for lrtterstitial kak-detection.. Zhour-fire rating.._ UL-listed supports... emergency vent fittings for inner and outer tank... optionahcompartments... plus more. With. Fireguard" you get the complete package in a capacity ranKfrom 186 to 50,,000 gallons Fireguard" is the AST that meets everyone's approval. • Meets 1994 Uniform FioreCode for TrotectedTank" Appendix 11F. UL 2085 fisted•for "-hlsulated Secondary-Containnicat Protected Type" AST$. -Meets NFPA 34f30,Acodes.(reduces sepaoanon disitance)- • inner and outer steel tanks built to UL 1412. UL Listed Secondary Containment. - • STI licensed and made to S n quality standards. •-Noexpostdcorteme -ttvspaHM90rcFaddl*.- • 30 year limited warranty. • UFC Appendix-HF ballistics protection • UFC Appendix 11F impact protection. •Passed.CaliforW2Air Resources SoaidOM)tMingregw=111c .. Weigp the-aflvanrages,..ehen pfclufp a_Eireguacd- . emergency venfing abdity during afire test ` procedure outlined tm UL 2085. Qn(y abaue- ground tanks Mitt bear the Frrvguard'• [abet are part of t)te .keel Tank tastb - tute's proven Qualiq' dssler' ..i . a i .e.•«-�� s•ii �.: y . 1 oncep srelin. rz, Eum Pmouo" RKTAMGULAR DEStGK EMERGENCY VENT FOR INNER TANK i EMERGENCYVENTFOROUTERTANK IIUIERSMTIAL MONITORING_TU8E _ 6" LIGHTWEIGHT INSULATION — STEEL OUTER UL 162..T —STEEL INNER UL 112 Ti -StdeVim LBW T.onsuR nramEaTturrrforr 02/27/2002 13:49 9702216534 FACILITIES PAGE 04 Beware of False Secondary_ Containment L 2085 has two listings for thermally insular- ed tanks: me for mngle_wall tanks and one for secondary containment (double wall). The most common fire prorectedtank models are not listed for secondary containment: Although a plastic liner may be installed between the innersteeltank and the concrete encasement, and is perceived by tank owners as secondary containment, according to Uilistings, the` Liners do not constitute secondary containment. The Bners may provide a monitorable interstice during-norm2l,use. Qudng a, fire, lacers could - melt and if the internal tank failed, product could leak out.through-cncks in the concrete,_ it this were to occur, UL testing has not determined the consequences if the concrete insulation absorbs gasoline during a pool Ame- However, a recent pool fire test conducted for Fireguard's" UL 209511ming examquences fhecoune """'UL 142 ltel quenc�es of gasoline for worar ' o ry in the interstice contanment IV absorbed by the Temngresults Orevroicrior roved that vapors I. and names vented UL 142 cueet out of the interstice in primary material as designed. The tank integrity of Fireguard -would nor be jeopardized -during such a fire. Many concrete encapsulated tanks using plastic liners arc not UL 208-i listed for -secondary son• tainment—their listing only addresses the ther- nul insulation.-Tank.customers-and regulators may not be aware that marry UL 2085 limed ranks that appear to be double waLLdon't include sec ondary containment as part of the UL timing Fireguard" is UL 2085 listed for secondary con. titinmentand uses a steel outer wall for the secondary containment. Fire and' la6haelpa Douak WaBartwrages- SecmduT Captai mat for FEW- Lop�ligtrids, PtolnYd'Ljpe,tudgrnrdea - hedtIherepailhata"M ior tbe2-houe&e- rak"aall It LitKd wotdary atioadttteat Keels requirements for 2-Four fire proteftnof the 10.NEPA30A,-4994 Un0imn Fire Code die 1993&O.C.A. National Fire Prevention Code and the SSCCI simtdard Fiie Preverraw Code. UWAsled SecoodaryContairimem provides }10%tfmuinnteM 75% insdauon material in monaorable inter- a"spseemakiragtankImapellsi r m arandacture. tainment, and resist as single wall tbamal inndadon-ULIisted secondary cbwulolnmt is lot patyi I fly .. plastic Whets (See "Beware of FAe Ako MeeIS MW &e modes d UL 2085 wed - - Ne to ship and insud-hastier forsametapadaesn2ederfto and sublet to cosdy repaim to raacldng, span ng and weathering 30-)ru'IirniW wanaloysuodatdfmralL Vades&ommWA&Lnurrrtamanubcwrer. Flregnard" links. q*tdnW and Reeungular dmos Mast dt Sigr15 ale reLw giihr anadabk: Vide ndetyofULlisted capacities Must deW5 are hawed to Jesstban. areibbk. 12,000 gallon capacities byseeaSedTinkdbylotaitonctmveady-mixnd oIkensed:for Fenit amxire third patty quality MsQuakryAssurance procedures. CYLINDRICAL DESM Air ri rL._ EMERGENCYVENTFOR .ININEIRTANK EMERGENCY VENT -FOR OUTER TA t+i INTERSTITIAL MONITORING TUB i 6' LIGHTWEIGHT INSULATION - MATERIAL WITHIN INTERSTICE n r r<< i STEEL OUTER UL 142 TANK - STEEL INNER Ut 142 TANK— TANKSUPPORTS-- Side View rig locations and dimensions. End Vitw 02/27/2002 13:48 9702216534 FACILITIES FIPJEGUARD SPECIFICATIONS CYLINDRICAL DESIGN INNEKTANKDiMENSWN&-. GUTERTANKDIMENSWt15 INNEA&OI1TEA APM GALLONS LENGIH DIAMETER LENt1TH DIAMETER HEIGHT STEEL WALL WEE C (FEET) (FEET) THICKNESS (LB 0000 10'6" 87 1 11'6" 97 97" 1 1/4" 1 15100 � GA=245R GTHFMWIDTH 5HEIGHT LENGTH. ( Dt: EI+I.I 7HICIQio54£R I-su:wrl 2000 1011' 64" 4'0. Note: Additional sizes and conftgun available upon request. GuideHi a SokiticaGon._ A) General 1. Provide Fireguard'" lightweight, themlally insuated, vaulted double -wall aboveground storage tanks. B) labeling T. Aboveground:tanis sfralfb=_UDderwttteets.Eaboratories UL 2095 label for "Insulated Secondary Containment Aboveground Tank for Flammable Liquids -Protected. Tank." T Tadbshall bear the StaiTTankbitimteFfreguard.-label. C) Product Description 4. Aboveground tanks shall be manufactured in accordance with and listed for Ubderwriters Laboratories UL 2085 "Insulated Secondary Containment Aboveground Tank for Flammable Liquids -Protected Tank:"' S. Tanks shall be manufactured in accordance with Steel Tank.lnsritute Fireguard 'Thermally ]nsutated.Above- ground Storage Tank Standards. 6. Tank shall be double wall and provide integral secondary containment by an impervious steel outer will. 7. Integral secondary containment shall'provi& taiu'ulltm 110% containment of the primary storage tark. 8. Tanks shall have ballistics protection to comply witftYL 2095 and Uniform Fire Code Appendix ]IF. *Some local ngforregulationspr may require a tlsting for a protested' tank, while oftrs may require a PAGE 05 a� r UA I tuw Cylindrical and roctarriar 1/4' 1G80D detiVIS 4r ilable. 9. Tanks shall have impacrnslsciWeLtoComply with UL . 2085 and Uniform Fire Code Appendix IIF. 10. Tanks shall have passed all the test requirementsof the California Air Resources Board (GARB). �.,. 11. Porous, lightweight concrete insulation material shall be provided between the inner and outer wall within the interstitial space and-susll allow liqulifto migtare throutglt, it to the Iranitoring point. 12. The tank desigirshallbe tested in accordance with thq procedure established in UL 2085 for insulated secondary comaimient aboveground storage tanks. 13. The thermal insulation material sball not be exposed to weattsemrganitshall be protected by the steal secondary containment outer wall. 14. 'Cao" shaUjive a 30-year warri�ry. D) Manufacturer 15. BOSS PETROLEUM PRODUCTS is a Fireguard '"- licensedmember company of -Steel Tank Institute and, subject to Steel Tank Instimte's Quality Assurance program; PETROLEUM PRODUCTS - Division of Glenwood Mentdeeturing _ Qsted-f ri misrun tank: Sold & Marketedby Tmiles Direct 301421-Y400' Fireguard- meets both require ants.. _ 1905 National Drive, Suisa 3 IA -Burtonsville, Md 20866 FAX 30L4219676 Salef3 1-800-865.5555 Manufacturing 1-808=759- 02/27/2002 13:48 9702216534 FACILITIES PAGE 06 INS'Ii-iLLATION &- TESTING MsTRUCTIONS. 1.0 L 1 TANK SITE The. kundstim for the tank must be designed -lea stlpptut the 3.3-3 If any leak., arc detected, notify the tank manufacturer. If no leaks are found, testing of the -lank is complete. total tank weight plus 100% of the weight ofthe maauvum WARNWG_Ta aroad-dloaage_:to the tads, do. I= apply air to the interstitial space between the walls of a amount of product the lank will be storing. The foundation may becompriscif of concrete; asphalt gravel or othcr-sta- -- pressure -doulik-wailtank without arc pressure in the primary trmlk tale material and must include provisions in its design to Do net apply air Interstate to the interstitial _ span. that is, Rrevent tank movement. The foundation design must also mdude provisions for droning surface water away horethe -' 3:d higher than the air pressure in the primary tank. With - lank depiessurized:. remove test piping, tcmpora" t 1.2 tank ro minimize corrosion. This tank man he Matalkd in -accordance Wilk all applies- 3.5- plugs. caps and seats. Reinstall emer e c relief vents etc.\ if tank is -equipped ble federal, state And lent environmental regatMiau and- with an emergency vem long- I manway, reassemble nsum safety coda. way cover witln_Ioag bolts supplied by lank manefacausm as - 1.3 1.4 Tank must be gteunded per local codes Tanks located in areas subject to flooding must be protected noW below. AN EMERGENCY VENT IS REQUIRED C% BOTH THE PRIMARY TANK AND THE INTERSTICE. againstflotatiurt WARNING: Remove temporary manway cover shoe -bops �- 1.5 The lank shalt be protected- and. secured from vandalism, and reassemble: manway cover with proper size: and typtof. The tank shall also be protected from accidental damage. long -bolt, with a minimum unthreaded length of 2 inches, to such n from vehicular impacts -in accordance with -ill - that when corer it-fuHy raised, thercls A 1-I/T ir5h`mits- imum space between manway cover and frame. Failure to applicable codes. pmpeily assemble cover of along -bolt manway iisc&hK 2.0- TANK HANDLING emergency venting may make vent inoperable causing raw 2.1 Equ'ipment for haodliog the tank shall be of adequate size to lifft and set the tuck. -.,r some link sizes a Perk -lift may - 1.6.- failure by overpressuneation.\ , tnstalta Qi , yr pc....;, dispensers,.and electrical wiringshalh be used for tank mo, ow ,, t. Do Am drop or drag the tank. follow Z. pp:7,:.''c requirements of codes and zoning' 2.2- Taekt alkalibe, carefully.. handled to prevent damage -tax the_ -. Ordinanw, lank coating. The use of nylon straps ispcelesrad to prevent damage to the tank coating. When using cables or chains. they shalt bo' padded and of adequate'kn$th-an& size. — 4.0 4.1 - TANKS tnslalfall permanent piping and fittings using compatible, 2.3 It is the responsibility of the 6"w to touch-up and repair thread sealant material. any damage to that coating that occurs during iransponstion.. 4.2 All unused lank openings must be properly sealed using installation- or piping installation. threaded M rt pins,0aMes or Ceps using -compatible. that* - 2.4 The hover tank mum be empty before the tack is moved. 4 3- sealant material. DD NOT WELD OM THE TANI( OR \MODIFC OR 3.0 TESTING PENETRATE THE TANK STRUCTURE IN ANY WAY \ The following sirpreaaumttstrng`shall-be performed-ar - WITHOUT'THE-EXPRESS WRITTEN PERMISSION, OF installation, THE TANK MANUFACTURER. 3.1 Install test-piping..Tcna radlyplug,cap or seal off remain-, ing to hold -pressure. If tank ft eguq*d wdb. SA CABELiRC- ' tank openings a Iong5-butt manway for emergency venting, replace man- 5.1 Tanks shall be labeled 1n accordance with all applicable way long-bolts_witlt short bolts; tighten securely-andfor if- with standard -emergency vents- remove emergency codes. 3.2 - equipped vents and cap openings to hold tank pressure as required. The air pressure used for this ten norm nor "Ce d.J pr(g (35-. 6.0 &1 - TANK ACCESSORIES AM tank- accessories "I-beinstalled As required -per local laps) nor is it to be ICU than psig (21. kpal Use agauge codes Anti -siphon device, overfill shur-off' and alaaas;i ode with .7 to S psis dial span. Set pressure relief valve in test airlupplytine-it Sprig: vents, gauges, emergency vents, etc. are Common require- menu for tirtaks- storing motor Was for {lurposr of being. Dn-ak leave rind tank uasttendtd. dispensed into motor vehicles: - Do not stand In front of walk heads or fittings when Arcs- sl rl0q; wnk. ' _ T.0 - MAINTENANCE. 3:3. The inner lank shall be pressurized to A maximum of 5 prig 7.1 Abovegroundianks are subject to basic maintenance regvi%- sit preature. ments during the­sorvieelfe. The tank vc=L is subject to 3_V1 While maintaining this air pressure,the outer. line 9" be secklantatdamage. vandalism,\and\ atmospheric degrade" tested at a maximum 5 psig in the interstitial space. Pressur• of the coating. ize she intetsake with air from the primacy tank to avoid - 7J_ The tank operator should- perform periodic walk -around oveswrization of the interstice. inispectionr to idernify areas of damage to the vessel. or fti NO E. Thc inner tank will drop in pressure when the inter- sdtial space is- pressurized, -but -should hold -steady at -the -... 7.3 coating dself. Such damage should be repaired. Periodic repainting of the surface -will be required. Tha-fre,, lower pressure. If test pressure drops below miafmvm-te- quirements of 3 psig, close off the air supply to the annular quency, of this-maimananue procedure will upon the environmental factors in the geasipm hue area where the space Then reconnect the-a7-supply-linrto- the -primary _ tank Moealcd. The operator ls reaptinsibk tDrike Riectical - tank and increase the pressure to 3 psic tnhc 4 prig ma d- these of the paint surface preparation and coating A ate Load codes may requite that able tank be, relabekr mum. Then continua leasing the. Annular space per uutrwhons. T.4 Priorpv site. preparation. is.vtial. w. ensure proper draining oG ' 3.3;2 All visible seams and welds arc to be covered with a leak sudace water (see para. 1. Tank Site . Over hose, scidement testing sdutioa. oc equivalent material. for �Iha detection -of my occur which alters the cfhxtivencas-of thtinitiaLsta- kaks. Hold test pressure in interstitial space for. on hour face water drainage provisions. Visual inspection *I that ves-� minimum. A steady drop in gauge pressure, or a stream of sell and surrounding foundation should Identify any change bubblm indicates theca may be, a teak- in, the -interstitial- in the drainage -pattern. Should stagnans surface water, be space. discovered: against: the surface of the vessel,the-tank.operr'. for should consult the installation Contractor. This informatiolt faMbW erai irvke of at Steel Tank Instftate lttetrmber. . eCappUfu SW Took twitchass.ANABIlta reserved far eaclativa sea of FDIECUAt4H"Rewsom tin ;. 02/27/2002 13:48 9702216534 FACILITIES PAGE 07 FireguardTm LIMITED WARRANTY a Limitations of Liability and Disclaimer What b Covered by sills Warranty Provided that the following conditions arc satisfied, the steel lank manufacturer (hereinafter referred to as "Warrantor') warrants the Fireguard':' tank-oader normal operating.conduieaslor 30-years fallew:ng­ d40ery of the -tank, (0 agaimu rdeasroF stored Ilquld-from the secondary. containment tank (h) failure or the primary lank causedby cracking, breakup or collapse, (iiii and that the tank was fabricated inaccordance whirr the requirements of UL 2085 and UL 142. In addition, the Warrantor warrants the tank against failure due to defective materials and workmanship for 1 yes rfolbwiag-the deivery-of tho tank. - - Upon written notification of a Fireguard"" tank failure covered by this Warranty. Warrantor's obligations under this warranty shall be limited to. at ..-thei opfiotr. lj} repair of the oftinaFsank: (::-delivery-of-a reptxemirm rank of -approximately thrsame size. design: quality of material and workmanship as the original tank; or (Iii) refund of the original purchase price. - CenddiMta td Warranty Effectevene7a ` Each such limited warranty is subject to the followingcom)isiom: - V. The fireguard"" tank must be: (1) the original installation Wcatf fn within the .tnonemat thtfted States of America. Alaska. Hawaii. and the Coris onweahh of Puerto Rica. (ii)fabricaed-by aFreguard Licensee ("Licensee") in accord fVcc with the applicable Fireguard specifications: and (iii) installed and maintained ittaccoMance with opithcablcFireguarcL installation. `instructions, which are printed in full onlhe.reverse.side, and alliapplicable codes and regular ions. 2. This; limited warrant, is not valid unless, and until'tht_warraoty, vididotion.cud Isluay eompieled-by the ustimate purchaser andreturned to Steel Tanktnslitute (STl) within-30 days aft" the date of installation or40 days after the: Licensee-s shipment. as reflected on the warranty validation card, whichever comas first. 3. To permit Warrantor to fulfill the rerms of this limited-waranty:fha purchaser represents and agmes. that, upon discovery of a suspected tank failure or leak covered by the warranty, the purchases shall give the Warrantor written notice thereof sufficiau supers it Wensor their designuedrepresentativas toaaspeetihctank. Notice to3Fhvi"tso be deemed -adequate -- notice to the Warrantor. What -is -Not C ,vered-by-thr.Warr+my Warrantor does not warrant any piping system or any Other attxhments-connected with thesteet tank. Warrantor shall not in any case be liable for (1) the cost of repair or replacement o any such piping or attachments: or (2) labor costa or Other ins W tenon costs for took replacement. Limitation of Liability and Excivaism of OlherRemardsw and Damages The liability of Warrantor or any of its affiliates or subsidiaries under this warranty, and on any claim of any ksod, including negligence, for my loss ordarrtagusbAWoot Wally case exceed -sire original purchase price oftho colt_ The.3amgofngremedy ofreplacement she)) constitute the exclusive remedy of the purchaser and the exclusiveliability of Warrantor or any affiliates or subsidiaries thereof. In no event, whether as a result ofbrcachofcentr e r warsancy; alleged rtgliseace or otherwise: shall Warrantor or any affiliates or subsidiaries thereof be liable for special. incidental, indirect or consequential damages, including, but out limited to, loss of profits or revenue, loss of on of the tank or any associatedequipment_ cost of capitaL cost -of substitute equipment. facilities a services: downtime -costs, claims of customers of the purchaser for such damages. or for damage to Property, Steel -Tack Institute ("STI"1 and Steel-Taok_Association. (-'STati1 make no-warsan% however, All limitations of fish" and exclusions of other remedies and damages herein%bill) inure to their benefit,. including, withoutlimitations, every exclusion of special, incrdenlal, Indirect or consequential damages which follows. Exclusion of Damiagn for Injury ta.Pcrsaoa. In rho event, whether as a result of breach of contract or warranty, alleged negligence or otherwise, shall Warrantor or any affiliates or subsidiaries thereof be liablefet personal injury. Consumer Notice —Thu: exclusion of Indirecrm eonsequentie damages and the Di nifadon of f nplled warrantiesheein may not tie -applicable to purchasers. who. are deemed "consumers" and who reside in States 14C do not allow the limitation of implied- warramles or the exclusion of indirect or consequential damages otherwise applipble_to eonkaMen. Morcover, if you are deemeda "consumer', you may have specific legal tights inaddition-m that set - forth in this warranty, which rights vary from state to state. Disclaimerof Ot eTWarraatia -'iHE }'CSRECOIN1 LIMITEV­WARRANT"S THEONLYWARRANTY MADE. THERE ARE NO OTHER WARRANTIES, EXPRESSOR- - s IMPLIED. INCLUDING. BUT NOT LIMITED TO, ANY IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A _ PARTICULAR PURPOSE, IN NO EVENT SHALL WARRANTOR OR ANY AFFILIATES OR SUBSIDIARIES -THEREOF BE LIABLE -FOR -LOSS OF PROFITS, INDIRECT, INCIDENTAL. SPECIAL. CONSEQUENTIAL OR OTHER SIMILAR DAMAGES_: _This Wamnty, given by the Warrantor. ismada available only by Regul, rMembemd the Steel Tank Institute... Steel Tank Institute, 570 Oakwood Road, Lake Zurich. IL 60047, 708M38.•8265. . -.leJFea6ve with imtatlaionsoa m aRcrlanutary 1:1994. - _._..._. _.._:.... __ti ...... .. . ... ... .......... ... ._ _.... _. ..........__ ... ._ _ . _ 02/27/2002 13:48 9702216534 FACILITIES r4PAGEr 0; Tuthill Traust'er 5y3tcros B Wnrldwido COM3CM LAbout Us Z - �_FWftnps 61 [Xwnatic Tank Gauged LFud Cwitrol Systems t- c � _ transfer Systems 1 ��61emationat� Terms &Conditions seare LllTWO XeaLwmawlr - one-year ww" one r ei Wwa* Product Groups: _ -E-marfUs • DG Fual,RorPU-r s. • A.0 Fuel_TZansfer.Pumps • NEW AE gWSjil:Transfef P_494 • E1.4T Cf�tfinet Prod �m,to HH PAGE Yeue OFWC rrerWNUCT oaasarmamo ` flowMet� • Fuel Transfer P..umo AWA-4sories ` • NEqufbi Pum &C essnriem. http://www-phocuixfcs.00m/pmducts/fluidpumpsldml 2/27/02 0Y/ZI/ZF7kiZ 1J:gb 'JMZZIbhJ9 hAI:ILITIES A PAGE09 Tuthill Transfer Systems n� L_ Products L!'ri�rlcl�rord�.:ontaas LAbout Us Fluid Pumps & Meters1 Automatic Tank Gauges3 Fuel control Systems] C' t.xFN4V {uKFIWo-!let$ I I {cr stystems.} i Saks.&Intemadonat� �r Terms & Conditions E-mall US I Semi AC Fuel Transfer Pumps _ (dear for ataticreW fttallations, such as tank or barrelmouatA' Fi Mda-products-You gat the accuracy, duraWtV ZM (aliebilit demard. Yott can- find the right for k pq &@ complete family ► FRI-Rite AC FuV for Your el TTrannsfer PC a • Heav�Duty_?.1..5,VoILACRpt�VHne um Seriea60Q' . Etet M_A_t!N _t)b _ RoRoWy Vane PUM _7.Q. • Heav�f DuIX H�low.AC UUllly_RotarY_Vena Putrgi ries300 s Heav�f ©utt tt5 ttdt-AE Du&t ORtxKtI�1} R..dajAV tY11�OItAQR :SDAlodau . ECoremrt- 1Y_ fSY?ttACP—O—t E_ _Senes.179Q Maek_to.EW Rite MatkPaeeA FlMM CV POLW ccpv at v oft a, o a era r .•� +ear. +w r 7 - sr.:. r :.rr: ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE ITEM TOTAL GENERAL REQUIREMENTS 1 Bid Bond 1 Lump Sum 2 Mobilization 1 Lump Sum 3 Construction Staking 1 Lump Sum 4 Traffic Control 1 Lump Sum EARTHWORK 5a Site Clearinq 20,055 S.Y. 5b Dust Control 1 Lump Sum 6 Pond Dewatering 1 Lump Sum 7a Earthwork 1 Lump Sum 7b Site Preparation and Conditioning 1 Lump Sum 7c Wetland Grading 4,800 C.Y. 7d Structural Fill at Maintenance Building (3' deep) 900 C.Y. ACCESS DRIVES, PARKING LOTS, CURB AND GUTTER 8 Aggregate Base Course 21615 ton 9 Asphalt Pavement - Heavy Duty 5,930 S.Y. 10 Asphalt Pavement - Regular Duty 19,177 S.Y. 11 Curb and Gutter 1,855 U. 12 Curb Painting 836 I.f. 13 Pavement Markings and Striping 1 Lump Sum 14 Gravel Parking Area at Maintenance Yard 1,660 S.Y. 15 Concrete Driveway/Dumpster Pad at Maintenance 1,432 S.Y. 16 Temprorary Asphalt Drivewayat Lemay Ave Entry 1 Lump Sum 17 Temporary Asphalt Driveway at Maint / Lemay Ave. 1 Lump Sum 18 Concrete Driveway Approach at Fossi Creek Parkway 1 Lump Sum 19 Concrete Crosswalk 40 S.Y. PATHS, PLAZAS, BLEACHERS AND STEPS 20a 4" Thick Std. Grey Concrete Pavement 88,60E s.f. 20b 4" Thick Beveled Concrete Edge 370 s.f. 21 5" Thick Std. Grey Concrete Pavement 10,195 s.f. 22a 5" Thk Color Concrete Pavement Trail w/ fiber mesh 32,633 s.f. 22b 5" Thick Beveled Concrete Edge at Trail Edge 3,407 s.f. 23 5" Thick Color Concrete Pavement Plaza 17,010 s.f. 24 4" Thick Color Concrete Pavement 1,548 s.f. 25 4" Thick Color Concrete Exposed Aggregate Paving 6,916 s.f. 26 Type "A" Accessible Ramps 103 s.f. 27 Type "B" Accessible Ramps 570 s.f. 28 Soil Cement Paths - 6" Thick 12,900 s.f. 29 Soil Cement Paths - 8" Thick 24,372 s.f. 30 Reject Crusher -Fines Surfacing 36,201 s.f. Fossil Creek Community Park Addendum No. 1 00300 - BID FORM Page 1 of 8