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G176 - G184
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G176 - G184
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Last modified
3/8/2016 3:11:04 PM
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ORM DRAIN MAINTENANC STORM DRAIN STORM DRAIN <br /> CLEAN EXISTING 18"� STORM DRAIN STORM DRAIN MODIFIED 18"0 STORM DRAI H SADDLE TYPE D- 18 12"� RCP CL III 1290 RCP CL V <br /> DRAINAGE FACILITIES INLET CATCH BASIN (21 "� RCP CL III) INLET CATCH BASIN Location Quantity Location Quantity Location uantity <br /> Loc tion Quantity Location Quantity Location Quantity Location Q "tlty Sta. 4+01 .27 1 Each <br /> Hobart Ave. 403 LF Hobart Ave. 175 LF <br /> GIANONE PARK GARDEN ACRES GARDEN ACRES Sto. 7+85.3 1 Each <br /> GIANON PARK Auto Ave. 6 Each Washington St. 259 LF Washington St. 10 EACH Sta. 9+85.98 1 Each Total 403 LF Total 175 LF <br /> g Sta. 12+46.00 1 Each <br /> Auto e. Rhode Island 5 Each Cardinal Ave. 343 LF RM DRAIN <br /> T � al 10 EACH <br /> Rhode land 4 Each 1 4 Each <br /> Gilchrist ve. Gilchrist Ave. Total 602 LF STORM DRAIN <br /> L.S. Total 15 Each " <br /> GARDEN ACR GARDEN ACRES 18"0 RCP CL III 21 0 RCP CL V) <br /> Washington Washington St. 21 Each p�� STOR DRAIN STORM DRAIN MAINTENA <br /> Horner Ave. Horner Ave. 29 Each STORM DRAIN " Location Quantity ation Quantity <br /> Ardelle Ave. 12 Each " 12 C CL-200 HOLE TYPE 1 CW—S7 <br /> Cardinal Ave. 13 Each (24"0 RCP CL III) Quantity Location Quantity ocaticn Quanti Hobart Ave. 30 LF <br /> PLANIN ASPHALT Total 75 Each Total 30 t1' Hobart Ave. 528 LF <br /> Location Quantity sta. 1+so 1 Each ' ,,, <br /> CONCRETE AVEMENT GARDEN AC Total sea LF <br /> GARDEN ACRES Woshin on St. 356 LF Total 1 Each cA �x <br /> Washington St. 283 LF Total 356 LF t LEAN EXISTING <br /> Location Quantity STORM DRAIN MAINTENANCE Hamer Ave. 284 LF STORM DRAIN <br /> HOLE SADDLE TYPE D- 18 Cardinal Ave. 210 LF SLURRY SEAL DRAINAGE FACILITIES (24"0 RCP CL III) <br /> G ANONE PARK Total 777 LF <br /> Auto Ave. 165 S.Y. Location Quantity REGRADE EXISTING LATEX MODIFIED TYPE Location Quantity Location Quantity i <br /> Rhode Island 188 S.Y. DRAINAGE DITCHES Location Quantity Hobart Ave. `G LS <br /> Gilchrist Ave. 344 S.Y. GARDEN ACRES 10 Each 277 LF <br /> Washington St. STORM DRAIN Location' Quantity Hobart Ave. <br /> Total 697 S.Y. Horner Ave. 7 Each <br /> Ardelle Ave. 4 Each (30"0 RCP CL III) Hobart Ave. 3,267 s.Y. REGRADE EXISTIN Total 2 L <br /> Cardinal Ave. (reconstruct 1) 3 Each GARDEN ACRES <br /> Location (,� ntjty Washington St. 89 LF 3,267 Total 3,267 S.Y. DRAINAGE DITCHES <br /> ADJUST MAINTENANCE HO Total 24 Each STORM DRAIN <br /> Total 292 LF 18"0 STORM DRAIN 300 RCP CL III <br /> GARDEN ACRES Location Quantity <br /> FRAMES AND COVERS Washington St. 304 LF <br /> Location Quantity STORM DRAIN MAINTENANCE Homer Ave. 543 LF INLET CATCH BASIN F'" L •on Quantity <br /> Cardinal Ave. 245 LF Hobart Ave. (if necessary) 80 LF <br /> HOLE TYPE 1 CW—S7 Location uanttty Total 80 LF Hobart 294 LF <br /> GIANONE PARK otal 1 ,092 LF <br /> Auto Ave. 2 Each Location Quantity <br /> Hobart Ave. 18 Each Total 294 LF <br /> Rhode Island 2 Each Total 18 Each <br /> Gilchrist Ave. 2 Each MNONE PARK <br /> Auto Ave. 3 Each STO DRAINALTERNATVE DID " <br /> Total 6 Each Gnode hristsAve. 2 Each 36land 3 Each " RCP CL III <br /> Total 8 Each Location Quantity <br /> GARDEN RES <br /> DRIVEWAYS (TYPE D) Horner ve. 3 Each GARDEN RES <br /> - EBEI= MAR AYE. TO WAI=KE <br /> Total 3 Each er Ave. 1,163 LF <br /> LF <br /> Location Number Quantity Ave. 1,os9 <br /> Total 2,262 LF <br /> GIANONE PARK ST M DRAIN <br /> Auto Ave. (8) 123 S.Y. 12"0 CP CL 111 CLEAN EXISTING ASPHALT CONCRETE STORM DRAIN MAINTENANCE STORM DRAIN <br /> Rhode Island (6) 94 S.Y. <br /> Gilchrist Ave. (13) 176 S.Y. Location Quant STORM DRAIN DRAINAGE FACILITIES TYPE B HOLE TYPE 1 CW—S7 24"0 RCP CL III <br /> Total 393 S.Y. GIANONE PARK (42"0 RCP CL V) <br /> Location Quantity Location Quantity Location Quantity Location Quantity <br /> Auto Ave. to LF <br /> Rhode Island Ave. 103 LF Location Quantity GIANONE PARK GIANONE PARK GW>NONE PARK <br /> Gilchrist Ave. 92 LF GIANONE PARK Florida Ave. 3 Each Florida Ave. 422 LF <br /> Florida Ave. <br /> ASPHALT CONCRETE GARDEN ACRES Sunset Ave. L S Florida Ave, 300 Tons Sunset Ave. 1 Each Total 422 LF <br /> �G of 305 LF Washington St. 1,759 LF Totten Ave. 2 Each <br /> GARDEN ACRES q Totten Ave. Sunset Ave. 85 Tons <br /> TYPE B Total 1 ,759 LF Totten Ave. 194 Tons <br /> Washington $t. 725 LF Total 6 Each <br /> Pavement repair 67 Tons REGRADE EXISTING <br /> Location Quantity Horner Ave. 756 LF <br /> Ardelle Ave. 410 LF PLANING ASPHALT <br /> GIANONEPL <br /> PARK Cardinal Ave. 516 LF PAVEMENT REPAIR Total 646 Tons STORM DRAIN DRAINAGE DITCHES <br /> Auto Ave. 163 Tons Total 2, 07 LF Locat►on Quantity CONCRETE PAVEMENT 12"0 RCP CL III Location Quantity <br /> Rhode Island 145 Tons Mian Quantity SEWER ©ROP MAINTENANCE <br /> Gilchrist Ave. 116 Tons GW14DW PARK Location Quantity GIANONE PARK <br /> Pavement Repair 167 Tons ORM DRAIN Auto Avenue i <br /> GIANONE PARK HOLE MODIFICATION GIANONE PARK Florida Ave. 87 LF <br /> Rhode Island Avenue 200 S.Y. Florida Ave. 316 S.Y. Totten Ave. 203 LF <br /> " Location Florida Ave. 142 LF <br /> Total 591 Tons 1 g 0 RCP CL III Gilchrist Avenue Sunset Ave. 58 S.Y. <br /> Totten Ave. 214 S.Y. GWANONE PARK Sunset Ave. 20 LF Total 290 LF <br /> LOC on Quantity GARDEN ACRESunset Ave. Totten Ave. 158 LF <br /> SLURRY SEAL Total ssa S.Y.sY8"0 PVC sewer Pipe 20 LF <br /> ONE PARK E. Washington street Total 320 LF PAVEMENT REPAIR <br /> LATEX MODIFIED TYPE II Gilchrist Ave. 429 LF Homer Avenue 300 S.Y. Sanitary Sealer MH (CW-S7) 1 Each <br /> Total 429 LF Ardelle Avenue Core Drop SSMH 1 Each Location Quantity <br /> Location Quantity ordinal Avenue ADJUST MAINTENANCE HOLE plug Exist. Drop Invert 1 Each STORM DRAIN <br /> Total 500 S.Y. FRAMES AND COVERS GIANONE PARK <br /> GARDEN ACRES Dispose of Exist. 8 • Pipe 20 LF 15"0 RCP CL III Florida Avenue <br /> Washington St. 9,209 GARDEN ACRES 78 Location Quantity Sunset Avenue 200 S.Y. <br /> Location Quantity Totten Street <br /> 9 Washington Ave. <br /> 6,16 S.Y. Horner Ave. GIANONE PARK 18"0 STORM DRAIN GIANONE PARK <br /> Horner Ave. 173 LF <br /> Ardelle Ave. 125 S.Y. Total 251 LF Florida Ave. 3 Each INLET CATCH BASIN Florida Ave. 467 LF <br /> Cardinal Ave. STO TREAtMENT UNIT Sunset Ave. 1 Each Totten Ave. 20 LF <br /> 22,499 S.Y. STORM DRAIN Location Quantity Totten Ave. 1 Each Location entity Total 487 LF <br /> 18"0 RCP CL III GW4NONE PARK Total 5 Each GLAMNE PARK STORM TREATMENT UNIT <br /> Florida Ave. 8 Each <br /> AMPED Auto Avenue 1 EACH Sunset Ave. 1 Each STORM DRAIN Location Quantity <br /> COLORED, Location QUantlty Rhode Island Avenu 1 EACH Totten Ave. 6 Each (18"0 RCP CL III GIANONE PARK <br /> ASPHALT ONCRETE GIANONE PARK Gilchrietr Avenue 1 EACH <br /> Total 3 EACH DRIVEWAYS (TYPE D) Total 15 Each Quantity <br /> Location Quantity Auto Ave. Sae Location Quant• Sunset Avenue 1 EACH <br /> Rhode Island Ave. 483 LFGIANONE PARK Total 989 LF Total 1 EACH <br /> Location Number Quantity <br /> GIANONE PARK STORM DRAIN MAINTENANCE Florida Ave. 5 LF <br /> Auto Aven 453 SF GARDEN ACRES GIANONE PARK Sunset Ave. 202 LF <br /> Rhode 1 and Avenue 470 SF Washington St. 75 LF HOLE SADDLE TYPE D- 18 Totten Ave. 555 LF <br /> Horner Ave. 35 LF Florida Ave. (29) 453 S.Y. <br /> Total 923 SF Total 110 LF Sunset Ave. (1) 14 S.Y. Location Quantity Total 762 LF <br /> Totten Ave. (11) 167 S.Y. GIANONE PARK <br /> Florida Ave. 1 Each <br /> Total 634 S.Y. Sunset Ave. 1 Each <br /> Totten Ave. 1 Each FLORIDA AVENUE, SUNSET AVENUE, <br /> Total 3 Each AND TOTTEN AVENUE <br /> GIANONE PARK AREA <br /> STORM DRAINAGE 1-13 <br /> Call Rev DATE DESCRIPTION DATE AGEN. DATE COW DEPARTMENT OF PUBLIC WORKS <br /> beforeDfu4 SAN JOAQUIN COUNTY, CALIFORNIA <br /> i-800-1-800-642-1444 SCAM' SHEET NO. 27 <br /> ------W G.C. WALLACE OF CALIFORNIA, INC. C- 27 <br /> Engineers/Planners/Surveyors DRAW+. of 30SHEETS <br /> PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE 2150 RIVER PLAZA DR., SUITE 100, SACRAMENTO, CA 95833 aeac: 277- 001 <br /> SUSAN M. MEHL GE XIONG 10/04 <br /> /•%/ ��' TELEPHONE: (916) 286-7600*FAX: (916) 286-7601 ASSUE W�: PROJECT N0. <br />
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