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NO. <br />DUCTILE <br />IRON <br />AND PVC PIPE <br />OUTSIDE <br />OF <br />ROADWAY OR SHOULDER <br />TRAVELED <br />WAY <br />0 <br />WATER COND177ONS REQUIRE TYPE 'C" MATERAL PER APPROVAL BY DISTRICT. DRAIN ROCK 70 <br />COMPACTION <br />PLACE 3" AC (MIN) OVER <br />12" NIDE TAPE MARKEDt90X <br />CRUSHED ROCK OR SOIL -ROCK MLX (NA77W) NOT TO EXCEED J*, UP TO A 6' MINUS MATERIAL <br />TYPE B 3/4" AB (M/N.) <br />POTABLE WATER" <br />® <br />NO NAT/VE MATER/AL WITHIN <br />NOT TO BE USED WHIN /2' OF PIPE W/OUT ENGINEERS APPROVAL. COMPACTION BY <br />12" OF SUBGRADE SPACE <br />VIBRATORY EQUIPMENT OR OTHER APPROVED DEWCES USIRCT MAY REQUIRE THAT MATERIAL <br />VARIES <br />BE SCREENED. <br />TYPE E" MATERIAL: <br />5X COMPACTION FINAL 12" <br />5 <br />SE. OF 30 PER CAL TEST 217-G ALL MATERIAL FREE EX ORGANIC MATTER MA7ERIAL 70 BE <br />Q <br />1/2" MINUS FOR 12' RPE OR SMALLER AND 3/4' MINUS FOR 16' AND LARGER MATERIAL <br />ECHANICALLY COMPACTED.) <br />1/4R x 2-1/2" S0. <br />OF C10/EXRLE FABRIC SHALL BE PLACED BETWEEN THE PIPES AND INTERMEDIATE BACKFILL <br />ZONE FOR MATERIAL NOT MEE77NO A TYPE A' OR B' MATERIAL SPEC. <br />f <br />E D" NATIVE MATERIAL 90% <br />4 p 2" <br />-- <br />FOR 2 SET SCREWS <br />IIe <br />ION /N NON -ROAD AREAS <br />- <br />-- <br />3' <br />CLR <br />Ilio <br />" OR TYPE D" <br />VAT.VE <br />�i <br />METER <br />REQUIRED <br />WHERE VALVE NUT /S /N EXCESS <br />E (W/ ENGINEERS APPROVAL) <br />PIPES, C. <br />Io ---3/4- <br />CRUSHED ROCK <br />TION <br />USE TYPE A" , B" OR E" MA 7ER/AL <br />W/ APPROVAL OF DISTRICT ENGINEER <br />9OX COMPACTION <br />- <br />- - <br />95% COMPACTION (MECHANICALLY COMPACTED) <br />(SEE NOTE <br />LOCATING WIRE /10 COPPER <br />(INSULATED) TAPED TO TOP OF PIPE. <br />OR/ENT PIPE SO THAT MANUFACTURER, <br />SIZE, MATERIAL, ETC. ARE AT THE TOP <br />OF THE PIPE. <br />BACKFILL MATERIAL: <br />TYPE A" MATERIAL: <br />3/8" MINUS IMPORTED SCREENED SAND WITH MLN. SAND EQUIVALENT OF 50 PER CAL TEST <br />iQ <br />217-G ALL GRADA IKONS TO BE APPROVED BY D/SIR/CF PRIOR TO CONSTRUC7706! <br />TYPE B" MATERIAL: <br />CLASS 2 AGGREGATE BASE PER CALSPECS. <br />TYPE 'C' MATERIAL: <br />1' UN/FORM CRUSHED OR NON CRUSHED DRAIN ROCK FREE OF ORGANIC MA FIER. GROUND <br />0 <br />WATER COND177ONS REQUIRE TYPE 'C" MATERAL PER APPROVAL BY DISTRICT. DRAIN ROCK 70 <br />COMPACTION <br />BE WRAPPED IN GEOTEX77LE FABRIC. <br />TYPE D" MATERIAL: <br />CRUSHED ROCK OR SOIL -ROCK MLX (NA77W) NOT TO EXCEED J*, UP TO A 6' MINUS MATERIAL <br />7-7/8" O.D. x 114"R <br />MAY BE USED WITH .SPECIAL CONS/DERABOINS AND CONDITKNS BY DISTRICT ENGINEER. THE <br />® <br />MATERIAL SHALL bF COMPLETELY FREE FROM 0000, ROOTS OR OTHER DELEIER/O/S MATERIAL. <br />NOT TO BE USED WHIN /2' OF PIPE W/OUT ENGINEERS APPROVAL. COMPACTION BY <br />O <br />VIBRATORY EQUIPMENT OR OTHER APPROVED DEWCES USIRCT MAY REQUIRE THAT MATERIAL <br />VARIES <br />BE SCREENED. <br />TYPE E" MATERIAL: <br />IMPORTED AND/OR NLN IMPORT (JOB) CRUSHED MA/ERAL SCREENED NON -WASHED TWIN MLN <br />5 <br />SE. OF 30 PER CAL TEST 217-G ALL MATERIAL FREE EX ORGANIC MATTER MA7ERIAL 70 BE <br />Q <br />1/2" MINUS FOR 12' RPE OR SMALLER AND 3/4' MINUS FOR 16' AND LARGER MATERIAL <br />GRADA77ONS TO INCLUDE SOME MEDIUM AND FINE SAND (/8 STEW TO /200 SIEVE). A LAYER <br />1/4R x 2-1/2" S0. <br />OF C10/EXRLE FABRIC SHALL BE PLACED BETWEEN THE PIPES AND INTERMEDIATE BACKFILL <br />ZONE FOR MATERIAL NOT MEE77NO A TYPE A' OR B' MATERIAL SPEC. <br />CLEAR <br />ITEM <br />DESCRIPTION <br />iQ <br />SEVICE SADDLE, <br />COMPACTION <br />SEE DRAWING W-3 <br />(NOTE 4) <br />1 CORPORATIO STOP, <br />0 <br />FORD 1001 (1 <br />COMPACTION <br />FORD FS 1 1.5" - 2') <br />Q3 <br />AWWA C901 <br />7-7/8" O.D. x 114"R <br />2DO PSI RATING (IPS). <br />® <br />CURB STOPS <br />1--3/4' FORD KV63-342W <br />O <br />WATER BOX: <br />VARIES <br />1"- CHRISTY B-16 <br />>1.5"- CHRISTY B-24 WITH <br />5 <br />STEEL TRAFFIC LID <br />Q <br />MESH <br />END 00MINUM FORM BOX <br />ISOLATION VALVE <br />AT PRIOR TO <br />POINT OF CONNECTION <br />FINISHED -� <br />GRADE <br />r <br />12" MIN, <br />CLR. <br />BACKFLOW REQUIRED <br />FOR DUAL SYSTEMS <br />PRESSURE REGULATOR <br />AND BACKFLOW VALVE <br />TO BE INSTALLED BY <br />DEVELOPER/OWNER <br />NOlfS,. <br />1. CREEK CROSSING OR SHALLOW TRENCH SHALL REQUIRE SPECIAL PIPE AND <br />ENCASEMENT PER APPROVAL OF DISTRICT ENGINEER. <br />2. DUCTILE IRON PIPE TO BE POLYETHYLENE WRAPPED /N SPECIFIED AREAS <br />PER APPROVAL OF DISTRICT ENGINEER. <br />3. BACKFILL SHALL BE MECHANICALLY CONSOLIDATED AND SLICED UNDER THE <br />HAUNCHES OF PIPE AT 6"-12" LIFTS OR AS RECOMMENDED BY SOIL <br />ENGINEER. <br />4. IN ROCKY OR UNYIELDING SOIL, THE TRENCH SHALL BE EXCAVATED A MIN. <br />OF /2" BELOW THE PIPE AND THE TRENCH WIDTH SHALL BE INCREASED TO <br />12" PER MANUFACTURER SPECS. <br />5. METHOD OF COMPACTION FOR MATERIAL GREATER THAN 3" MINUS <br />BACKFILL TO BE APPROVED BY DISTRICT AND SOIL ENGINEER PRIOR TO <br />BACKFILLING <br />6. PIPE TO BE PVC FOR DIAMETERS /2" AND LESS. (PRESSURE CLASS TO BE <br />DTERMINED BY DISTRICT). PIPE TO BE DUC77LE IRON FOR DIAMETERS GREATER THAN <br />12". MIN. PRESSURE CLASS 250 FOR 16" OR LARGER AND 350 FOR 12" OR <br />SMALLER. ALL DUCTILE IRON PIPE TO BE CLASS 50. <br />7. DISTRICT HILL REWIRE CUT-OFF WALLS AND TRENCHES TO CONTROL <br />PERMEABILITY AND/OR REQUIRE C£OTEXVL£ BARRIER OR WRAP FOR TYPE <br />E" MATERIAL NOT MEE77NO A TYPE A" OR B" SPEC. <br />8. TYPE D' AND E" MATERIAL MUST HAVE APPROVALS FROM SOIL ENGINEER <br />AND DISTRICT ENGINEER. <br />J; <br />(INTERMEDIATE <br />ZONE) <br />METER BOX INSTALLED <br />COMPACTION <br />TRACING WIRE <br />(NOTE 4) <br />BY CONTRACTOR <br />io <br />95% RELATIVE <br />COMPACTION <br />SERVICES <br />7-7/8" O.D. x 114"R <br />z <br />PIPES, ETC. <br />6" <br />ai <br />BY OWNER <br />VARIES <br />5 <br />CLEAR <br />6, <br />1/4R x 2-1/2" S0. <br />3 <br />f <br />r <br />4 p 2" <br />-- <br />FOR 2 SET SCREWS <br />IIe <br />VARIABLE OF FABRICATION <br />- <br />-- <br />3' <br />CLR <br />Ilio <br />.Yv <br />VAT.VE <br />�i <br />METER <br />REQUIRED <br />WHERE VALVE NUT /S /N EXCESS <br />OF 40" DEEP BELOW FINISH GRADE. <br />PIPES, C. <br />Io ---3/4- <br />CRUSHED ROCK <br />REGULATO- <br />& VALVE IF <br />INSTALLED <br />1. 5LRVIUL SAUULL SHALL NUI tlt INtlIALLtU <br />WITHIN 18" OF VALVE, JOINT OR FITTING. <br />2. SET TOP OF METER BOX FLUSH WITH SIDEWALK <br />OR AS SHOWN. <br />3. ALL TAPS SHALL BE MADE WITH MACHINE <br />GUIDE OR PILOT TAP. <br />4. THE WATER SERVICE SHALL EXTEND PERPENDICULAR <br />TO THE CENTERLINE OF THE STREET FROM THE <br />WATER MAIN TO THE METER STOP. <br />5. P.E. TUBING SHALL BE CONTINUOUS <br />6. ALL FITTINGS SHALL BE BRONZE. <br />7. STEEL INSERT STIFFENERS REQUIRED <br />ON ALL P.E. COMPRESSION JOINTS. <br />-2" SERVICE & METER BOX INSTALLATION <br />" FOR 3/4" & 1 " METERS <br />LOCKEFORD COMMUNITY SERVICES DISTRICT <br />saw <br />REVISIONS <br />DESCRIPTION DATE BY <br />W - <br />JOB NO. : 010776P4 <br />DATE : <br />SCALE HORIZ. <br />SCALE VERT.: <br />DRAWN <br />DESIGN <br />CHECK <br />A.C. <br />A.B. <br />I <br />iFo <br />C <br />s <br />ao <br />I <br />a <br />" MIN.I 6" M <br />18" MIN. <br />m <br />95% COMPACTION <br />FINAL 6 <br />NATIVE MATERIAL <br />(INTERMEDIATE <br />ZONE) <br />90% RELATIVE <br />COMPACTION <br />TRACING WIRE <br />(NOTE 4) <br />3/8 MINUS - <br />TYPE "A- <br />95% RELATIVE <br />COMPACTION <br />SERVICES <br />NOT£SI <br />I. DEPTH OF BEDDING TO VARY UPON EXISTING <br />SOIL CONDITIONS PER APPROVAL OF DISTRICT. <br />2. 12" MIN. IF TYPE "D" MATERIAL IS USED WITHIN <br />INTERMEDIATE ZONE. TYPE "D" MATERIAL TO BE <br />APPROVED BY SOILS ENGINEER AND DISTRICT ENGINEER. <br />J. FOR SINGLE SERVICE, MINIMUM TRENCH WIDTH 12". <br />4. 10 -GAUGE INSULATED SOLID COPPER LOCATING WIRE <br />REQUIRED ON ALL SERVICES LONGER THAN 5 -FEET. <br />SPLICE TO LOCATING WIRE ON MAIN PER W-9 <br />WATER SERVICE <br />TRENCH DETAIL <br />LOCKEFORD COMMUNITY SERVICES DISTRICT <br />sw uaaaa ". <br />BM <br />FINISH GRADE 0 <br />c <br />MA TERIAL <br />(DSERVICE SADDLE: JAMES JONES 996 CC. <br />®CORPORA77ON STOP: I" - FORD F1001; 1.5" - 2" FORD FB 1001. <br />© SERVICE PIPE : POLYETHYLENE PIPE (PEP) AWWA C901 200 PS/ RATING IPS (IRON PIPE SIZE). <br />dIQIES <br />1. SADDLES SHALL BE WRAPPED /N 6 MIL POLYETHYLENE AND BACKFILLED WITH SAND. <br />2 TRACING WIRE SHALL BE REQUIRED ON ALL SERVICES LONGER THAN FIVE FEET. <br />SERVICE SADDLE <br />by CONNECTION DETAIL <br />LOCKEFORD COMMUNITY SERVICES DISTRICT <br />saw s,..xs ra <br />UNPAVEDPAVED <br />AREA <br />AREA <br />0 Opoz <br />1141R x 2' SQ. <br />7-7/8" O.D. x 114"R <br />OR <br />6" <br />5-7/8" O.D. x 114'R <br />GATE VALVE <br />3/4" STEEL PIPE <br />6, <br />1/4R x 2-1/2" S0. <br />3 <br />O <br />r <br />DRILL & TAP 1/4" x 20 <br />-- <br />FOR 2 SET SCREWS <br />VARIABLE OF FABRICATION <br />EXT. <br />TO BE 12"-24" FROM <br />6 <br />FINISHED GRADE. <br />VAT.VE <br />OPZRAnNG NUT EXTENSION <br />REQUIRED <br />WHERE VALVE NUT /S /N EXCESS <br />OF 40" DEEP BELOW FINISH GRADE. <br />WIRE SPLICE NOTES• <br />1. TWIST THE WIRE A MINIMUM OF (5) TIMES ON EACH END. <br />2 INSTALL SPLIT BOLT CONNECTOR. <br />J. COVER THE ENTIRE SPL/CE WITH MASTIC TAPE WRAP <br />4. WRAP MAS77C WITH VINYL TAPE. <br />' SOLDERING MAY BE INCLUDED /N ADDITION TO THE ABOVE. <br />SPLIT BOLT WIRE TRACING WIRE SPLICE OR EQUAL <br />CONNECTOR <br />VINYL TAPE MASTIC TAPE <br />10 GA. INSULATED <br />(UF RATED) ....e " <br />SOLID COPPER WIRE <br />NO <br />1. TRACING WIRE THROUGH VALVE BOXES SHALL BE PLACED OUTSIDE OF RISER <br />BUT INSIDE OF BOX <br />2. TRACING WIRE SHALL BE SPLICED INSIDE THE VALVE BOX PER AND SHALL LOOP <br />WITHIN THE VALVE BOX WITH 18" OF SLACK WIRE. <br />3. ALL GA IE VALVES SHALL BE CENTERED /N A ONE PIECE RISER <br />STOCK WITH THE USE OF A RISER AL/NER. <br />4. OPERATOR NUTS DEEPER THAN 40 INCHES FROM FINISH GRADE SHALL REQUIRE <br />A VALVE NUT EXTENSION 2 FEET MIN/MUM /N LENGTH. <br />5. VALVE BOXES LOCATED /N A PAVED AREA SHALL BE PLACED /N A 6x6" <br />CONCRETE COLLAR. PLACEMENT SHALL BE CONTIGUOUS WITH THE UNDERSIDE OF <br />THE PROPOSED PAVEMENT. <br />6. VALVE BOXES LOCATED /N AN UNPAVED AREA SHALL BE PLACED IN A 12" DEEP <br />BY 6" WIDE CONCRETE COLLAR, THE COLLAR SHALL BEGIN AT FIN/SH GRADE. <br />7 INSTALL CONCRETE BLOCKING UNDER EN77RE PER/METER OF BOX. <br />B. VALVES AND FITTINGS SHALL BE WRAPPED /N 8 MIL POLYETHYLENE. <br />MA TFRIAI S <br />1Q CONCRETE VALVE BOX <br />2Q IVf0 INSULATED TRACING WIRE OUTS/DE RISER <br />Q3 8" RISER STOCK <br />® <br />RISER ALIGNER <br />Q PLASTIC BACKFILL TAPE <br />© CATE VALVE FOR 12"< AND BUTTERFLY VALVES FOR 16" > <br />(Z) DUCTILE IRON TEE W/ RESTRAINTS <br />® CONCRETE COLLAR (SEE NOTES) <br />9Q CONCRETE BLOCKING (SEE NOTES) <br />QO /4 REBAR AROUND CIRCUM. (TYP.) <br />EARNEST F. SMITH - CIVIL ENGINEER ELM STREET <br />221 WEST OAK STREET, SUITE B-2 PHONE (209) 334-6523 <br />LODI, CALIFORNIA 95240 FAX (209) 334-2611 STREET IMPROVEMENTS <br />DATE: 7 - A2 - <br />R.C.E. NO.: 15372 LOCKEFORD COMMUNITY SERVICES DISTRICT <br />E. F. SMITH, DESIGN ENGINEER EXP. DATE: 3-31-07 TYPICAL DETAILS <br />SHEET <br />4 <br />OF 9 <br />FILE NO. 010776P4 <br />