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I <br />Flat Strip <br />3/16% 3/4"x 1'-1" <br />L 3/16" x 3/4" x3/4" x <br />Heavy-duty hasp welded <br />to frame & door. <br />(PADLOCK BY S.J.C.0) <br />11 <br />Flat strip 3/16" x 3/4" x 1'-0 7/8"� <br />(Typ. ® Sides) <br />Angle to 1/8 <br />Flat Strip <br />3/16" x 3/4" x 3/4" x 1'-0 1/2" <br />Top & Bottom) <br />TOP VIEW <br />PLAN <br />" CHRISTY G-8 " Voive Box <br />aaeded <br />Plpe <br />rust Block <br />See Drawing No. 99 for <br />street area Installation. <br />9 <br />40 <br />•i' i 2" THREADED CAP <br />:- A 2" Gnly. Iran Rlsor. <br />+ <br />• 'X -� Concrete or A. C. Pipr cut <br />'t-- to tll . (10" I . D. min. ) <br />A. .. / 2" Galy. Iron 90' Fibre <br />2" Bronze Gate Volvo <br />with non -rising stem. - <br />i ,' STOCKHAM 8-130 or approved equal. <br />-v <br />• '� 2" THREADED SCHEDULE 60 <br />P.V.C. NIPPi.E-24"MAX. LE40TH <br />SECTION _ <br />10" Min <br />(TYp•) <br />TRENCH REPAIR: 6" Native Soil at 95% relative <br />compaction unless noted as either Aggregate <br />Base or Asphalt Concrete trench repair on the <br />Plans. <br />0. D. <br />+ 20" Min. <br />RIGID CONDUIT <br />Existing Pavement <br />Compact in 12" max. layers <br />to a min. relative compaction <br />of 95% under pavement and <br />shoulders, and 90% outside <br />shoulders. <br />Compact in 24" max. layers <br />to a min. relative compaction / <br />of 85%. _ <br />- Compact in 6" layers to a min. <br />relative compaction of 90%. - <br />O.D. F-0- 0. D. <br />+ 20" Min. <br />FLEXIBLE CONDUIT <br />0 <br />OD+12" <br />10" Min. <br />- 0. D. <br />NOTES. <br />1. Relative compaction of materials shall be tested by the State <br />of California, Dept of Transportation Testing Manual, test method No. <br />California 216 or 231. <br />2. All existing pavement shall be neatly cut to line prior to <br />trench excavation. <br />TEMP BLOWOFF DETAIL 2 TYPICAL TRENCH BACKFILL <br />18 <br />Tack Weld to C.S.P. <br />at each Dint of <br />contact &yp. ® L's) <br />DOOR DETAIL 6 <br />1 -Pair 3 1/2" Fixed -Pin <br />Hinges welded to frame and <br />inside surface of door. <br />.- <br />1/4!' Clearance (Typ.) <br />2" ® 6" N 1/8 Flat Strip <br />to C.S.P. <br />Steel plate door,plate <br />1/4" x 12" x 1'-0" <br />Roll to match frame <br />radius (R=9 1/2") <br />12" <br />COVER PLATE: <br />3/16" X 20" Dia. <br />1/167N 2-0 8" <br />6„ <br />12" x 13 Opening <br />See Detail (ED 13" 24" <br />for door detail <br />Grade Line 7 <br />7 ff <br />18" Dia. x 16 Ga. <br />24" <br />000000 <br />Galy. C.S.P. 0:00 <br />000000000 <br />000 <br />NOTE <br />After assembly, all non galvanized components shall <br />receive two (2) coats of Inertol No. 5504 aluminum <br />paint over one (1) coat of Inertol No. 636 prime coat. <br />1" Galy. Pipe <br />fittings as required <br />Provide 4-1" Dia. <br />drain holes 90 Deg. <br />apart <br />12 <br />1/8 <br />X000Ir.. <br />000 <br />C^v0000 <br />=00 0 <br />C000 <br />o. o . r` <br />Screened Vent <br />Opening <br />1" Universal Air Release <br />Valve. Crispin No. U10, or <br />approved equal. <br />1"Dia. x 2" Nipple <br />1" Bronze Gate Valve. <br />(3" Above Grade) <br />'-- 1"Dia. Pipe <br />1" Service Clamp, Rockwell <br />No. 323, or approved equal. <br />' - 8" Dia. Alt. Pipe Water Main. <br />NOTE: <br />Screened vent shall be no less than 12" <br />above adjacent grade. <br />DOOR DETAIL A <br />AIR VACUUM RELEASE <br />VALVE <br />3 <br />18 <br />18" Dia. C.S.P. Housing. <br />See Detail (A <br />1" Clean drainage rock <br />BASE B I D <br />F <br />ITEM <br />I <br />LL <br />ESTIMATED <br />U <br />UNIT OF <br />L®J <br />SCALE: <br />NONE <br />QUANTITY <br />N0. <br />r <br />I <br />QUANTITY <br />MEASURE <br />1. FORCE ACCOUNT <br />$2000.00 <br />- - - <br />2. CLEARING & GRUBBING <br />DOOR DETAIL 6 <br />1 -Pair 3 1/2" Fixed -Pin <br />Hinges welded to frame and <br />inside surface of door. <br />.- <br />1/4!' Clearance (Typ.) <br />2" ® 6" N 1/8 Flat Strip <br />to C.S.P. <br />Steel plate door,plate <br />1/4" x 12" x 1'-0" <br />Roll to match frame <br />radius (R=9 1/2") <br />12" <br />COVER PLATE: <br />3/16" X 20" Dia. <br />1/167N 2-0 8" <br />6„ <br />12" x 13 Opening <br />See Detail (ED 13" 24" <br />for door detail <br />Grade Line 7 <br />7 ff <br />18" Dia. x 16 Ga. <br />24" <br />000000 <br />Galy. C.S.P. 0:00 <br />000000000 <br />000 <br />NOTE <br />After assembly, all non galvanized components shall <br />receive two (2) coats of Inertol No. 5504 aluminum <br />paint over one (1) coat of Inertol No. 636 prime coat. <br />1" Galy. Pipe <br />fittings as required <br />Provide 4-1" Dia. <br />drain holes 90 Deg. <br />apart <br />12 <br />1/8 <br />X000Ir.. <br />000 <br />C^v0000 <br />=00 0 <br />C000 <br />o. o . r` <br />Screened Vent <br />Opening <br />1" Universal Air Release <br />Valve. Crispin No. U10, or <br />approved equal. <br />1"Dia. x 2" Nipple <br />1" Bronze Gate Valve. <br />(3" Above Grade) <br />'-- 1"Dia. Pipe <br />1" Service Clamp, Rockwell <br />No. 323, or approved equal. <br />' - 8" Dia. Alt. Pipe Water Main. <br />NOTE: <br />Screened vent shall be no less than 12" <br />above adjacent grade. <br />DOOR DETAIL A <br />AIR VACUUM RELEASE <br />VALVE <br />3 <br />18 <br />18" Dia. C.S.P. Housing. <br />See Detail (A <br />1" Clean drainage rock <br />BASE B I D <br />QUANTITIES <br />ITEM <br />ITEM <br />ESTIMATED <br />UNIT OF <br />UNIT OF <br />DESCRIPTION <br />SCALE: <br />NONE <br />QUANTITY <br />N0. <br />1. FORCE ACCOUNT <br />QUANTITY <br />MEASURE <br />1. FORCE ACCOUNT <br />$2000.00 <br />- - - <br />2. CLEARING & GRUBBING <br />1 <br />L.S. <br />3. EARTHWORK (MISC. AREAS) <br />1 <br />L.S. <br />4. AGGREGATE BASE (TRENCH REPAIR) <br />165 <br />S.Y. <br />5. A.C. MISC AREAS (TRENCH REPAIR, 0.20') <br />275 <br />S.Y. <br />6. A.C. MISC. AREAS (TRENCH REPAIR, 0.30') <br />650 <br />S.Y. <br />7. A.C. MISC AREAS (WELLSITE 0.20') <br />102 <br />S.Y. <br />8. A.C. MISC AREAS (WELLSITE 0.50') <br />170 <br />S.Y. <br />9. 6" DIA ALT PIPE <br />1160 <br />L.F. <br />10. 8" DIA ALT PIPE <br />5664 <br />L.F. <br />11. 6" GATE VALVE <br />4 <br />EA. <br />12. 8" GATE VALVE <br />16 <br />EA. <br />13. FIRE HYDRANT W/APPURTANANCES <br />13 <br />EA. <br />14. BORE AND JACK 8" DIA PIPE <br />254 <br />L.F. <br />15. DOMESTIC WATER WELL <br />1(S) <br />L.S. <br />16. PUMPING & ELECTRICAL EQUIPMENT <br />1(S) <br />L.S. <br />17. PUMP HOUSE <br />1 <br />L.S. <br />18. ANALYSES OF WATER <br />1 <br />EA. <br />19. FENCE (CL -6) <br />300(S) <br />L.F. <br />20. 16' CHAIN LINK GATE <br />1(S) <br />EA. <br />21. HOUSE SERVICE, 1" (INCL. METER) <br />38 <br />EA. <br />22. HOUSE SERVICE, 2" (INCL. METER) <br />9 <br />EA. <br />23. AIR RELIEF VALVE <br />1 <br />EA. <br />(S) Denotes Specialty item. <br />ADDITIVE ALTERNATE <br />1 <br />QUANTITIES <br />ITEM <br />DESCRIPTION <br />ESTIMATED <br />UNIT OF <br />NO. <br />SCALE: <br />NONE <br />QUANTITY <br />MEASURE <br />1. FORCE ACCOUNT <br />$800.00 <br />- - - <br />5. A.C. MISC AREAS (TRENCH REPAIR, 0.20') <br />9 <br />S.Y. <br />6. A.C. MISC. AREAS (TRENCH REPAIR, 0.30') <br />150 <br />S.Y. <br />9. 6" DIA ALT PIPE <br />1202 <br />L.F. <br />10. 8" DIA ALT PIPE <br />415 <br />L.F. <br />11. 6" GATE VALVE <br />2 <br />EA. <br />13. FIRE HYDRANT W/APPURTANANCES <br />3 <br />EA. <br />21. HOUSE SERVICES, 1" (INCL. METERS) <br />13 <br />EA. <br />-1 PROJECT ENGINEER <br />J.C. WHITE a/14 9 <br />DATE <br />CHECKED <br />DATE SUBMITTED <br />DATE <br />APPRO ED <br />DATE <br />SCALE: <br />NONE <br />CONSTRUCTION NOTES <br />AND DETAILS <br />PROJECT <br />CLEMENTS WATER SYSTEM <br />Phase 1F <br />SHEET <br />N0. <br />TOTAL <br />SHEETS <br />3l ?�fj <br />„t�ru,cP, n o <br />'���� <br />/�/y, <br />18 <br />F 18 <br />l[L <br />