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NO. 2" CUT THIS END OF TEE AS SHOWN 2'0" MAX. 6" OR 8" PIPE H FLEXIBLE JOINT BELL & SPIGOT OR CAULDER CPLG, SOLVENT CLAMP WELDED JOINT NOT PERMITTED PIPE TO BE PLACED AS CLOSE AS POSSIBLE LINKSEAL AND PACK W/ TO M.H. WALL AND TO BE SECURED TO THE NON -SHRINK GROUT WALL WITH STAINLESS STEEL (SS) CONC. ANCHOR BOLTS AND SS STEEL CLAMPS TWO MINIMUM 24" O.C. MAX 10_ REDWOOD BLOCK) SPACER MIDWAY BETWEEN CLAMPS ELBOW EMBEDDED 0.10' ABOVE EXIT PIPE IN CONC. 0 45' INVERT, MIN. 4 p W/ SEWER FLOW. PROFILE ILAN NOTE. 1. ALL /NS/DE DROP PIPING TO BE P. V C. OR A.B.S. 2 SOLVENT CEMENT ALL INTER/OR PIPE JO/NTS. 3. DROP CONNECTION PIPE AND FITTINGS TO BE SAME SIZE AS ENTER/NG PIPE. 4. CLAMPS TO BE STAINLESS STEEL, ANCHORED TO M.H. WALL WITH 2-1/2" STAINLESS STEEL CONCRETE ANCHOR BOLTS. 5. INTER/0R DROP SHALL BE USED WHERE THE DIFFERENCE /N ELEVATION BETWEEN THE TOP OF OUTLET PIPE AND THE INVERT OF THE FEEDER P/PE EXCEEDS 24" INTERIOR DROP " CONNECTION DETAIL " LOCKEFORD COMMUNITY SERVICES DISTRICT NOIE$ 1. CLEAN OUT GRADE TO BE PLASTIC ABS (ASTM D2661) WITH SOLVENT WELD JO/NT. OR OTHER MATER/AL PER APPROVAL OF DISTRICT. 2 FOR 4" SERVICE INSTALL ROUND, NON -TRAFFIC TYPE CONCRETE OR PVC VALVE BOX AND COVER, MARKED "SEWER" BOX INSIDE DIAMETER TO BE A MIN/MUM OF 7" AND A MAXIMUM OF 10" J. FOR SERVICES 6" OR LARGER, INSTALL ROUND, CONCRETE TRAFFIC TYPE VALVE BOX WITH CAST IRON COVER MARKED "SEWER" 4. INSTALLATION TO AVOID EXISTING UTILITY ONLY. 5. DEPTH AFTER CLEANOUT SHOULD BE 4' MINIMUM 5' MAXIMUM. EXISTING CONDITIONS MAY VARY. 6. 4x4' REDWOOD POST PAINTED GREEN AT PROPERTY LINE 4" BUILD/NG SEWER X1/8" BEND 4" Cl FRAME AND COVER IN NON -PAVED AREAS � PLACE 6x6" GONG COLLAR RAMNECK" OR EQUAL — WATER STOP ALL JOINTS GROUT ALL INTER/OR � & EXTERIOR JOINTS SMOOTH FINISH MIN PRECAST BASE 14 REBAR 0 12" 0 C IN PAVED AREAS PLACE 8"x6" CONC. COLLAR & COVER W/ 2" A. C. 1 3" M/N. 12" MAX. 1 W CONCRETE TO � PRECAST REINFORCED BE CLASS A. W CONCRETE I � REQUIRED SECTIONS AS Rf 0 __--4-MIN 3/4" CRUSHED ROCK 4' 4" 4 WATER TIGHT STOPPER LINK DEC. OF ANGLE I SEAL OR EQ PAC VAR. O PER WITH NAV-SNR/NK EACH MANHOLE I GROUT, (TYP.) 1. COWCEN7R/C CAVE UNLESS AL �ERNA AVE APPROVED BY LCS9 X w� 1 2. ALL MANHOLE BASES TO BE PRECAST UNLESS OTHERWISE s� o APPROVED BY DISTRICT �� J. BASE TO HAVE 0.1' FALL FROM INVERT INLET TO INVERT EXIT 4. CLASS A" CONCRETE 3000 PSL MIN. 18 DAYS 5. 60" MANHOLES TO BE USED FOR PIPES GREATER THAN 24" DIAMETER. 6. NO CAULDER OR REPAIR COUPLINGS WALL BE USED FOR NEW CONS7RUCACW. 7 ALL M.H. ,JOINTS TO BE TONGUE AND GROOVE, AND SEALED WITH RAMNECK" OR EQUAL. MANHOLE DETAIL ( V-24" DIAMETER PIPE ) " LOCKEFORD COMMUNITY SERVICES DISTRICT sm. 5' (VAR/ES DEPEND/NG ON EX/STING COND/TION I SIDEWALK I INSTALL PLUG MOLDED RUBBER COMPRESS/ON COUPLING, WITH STAINLESS CLAMPS CLEAN OUT SAME DIAMETER AS SERVICE SEWER. I k' (SOLID CORE) FLEX/BLE BELL & SP/GOT JOINT WITHIN 24" OF BASE GENERAL WASTEWATER NOTES 1 WORK SHALL BE ACCOMPLISHED UNDER THE APPROVAL, INSPECTION AND TO THE SATISFACTION OF LOCKEFORD COMMUNITY SERVICES DISTRICT (DISTRICT). CONSTRUCTION SHALL CONFORM TO THESE PLANS AND THE DISTRICT'S LATEST VERSION OF THE TECHNICAL SPECIFICATIONS AND STANDARD DRAWINGS. 2 CONTRACTOR SHALL SCHEDULE A PRECONSTRUCTION CONFERENCE WITH INSPECTION 5 WORKING DAYS IN ADVANCE OF DOING WORK WITHIN THE DISTRICT. CONSTRUCTION SHALL BE STARTED NO LATER THAN FIVE(5) DAYS AFTER THE PRECONSTRUCTION CONFERENCE. 3 LOCATION OF ALL UNDERGROUND FACILITIES ARE APPROXIMATE ONLY - THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION AND DEPTH OF ALL FACILITIES PRIOR TO ANY EXCAVATION. 4 CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND FACILITIES AFFECTED BY THE WORK AND SHALL CONTACT UNDERGROUND SERVICES ALERT (USA) 48 HOURS PRIOR TO ANY EXCAVATION WORK FOR DETERMINATION AND LOCATION OF UNDERGROUND UTILITIES (PHONE 1-800-642-2444) 5 CONNECTIONS TO EXISTING WATER FACILITY SHALL BE DONE BY A LICENSED CONTRACTOR IN ACCORDANCE WITH THE DISTRICT'S TECHNICAL SPECIFICATIONS AND STANDARD DRAWINGS. 6 WHERE EXCAVATIONS FOR ANY FACIUTIES CONSTRUCTION EXCEED 5 FEET IN DEPTH, CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FORM CAL/OSHA IN SACRAMENTO (PHONE 1-916-920-6123) 7 THE CONTRACTOR SHALL NOTIFY DISTRICT (INSPECTION) 48 HOURS PRIOR TO START OR RESTART OF WORK. 8 ONLY DISTRICT PERSONNEL SHALL OPERATE ANY VALVES ON EXISTING WATER SYSTEM. 9 PIPELINES SHALL BE PRESSURE TESTED, MANDRALLED AND VIDEOED IN ACCORDANCE WITH THE LATEST DISTRICT STANDARDS 10 CURBS SHALL BE MARKED WITH A "S" BRAND WHERE WATER SERVICES INTERCEPT. 11 CONTRACTOR SHALL HAVE A COPY OF THE DISTRICT'S CONSTRUCTION STANDARDS ON THE JOB. 12 REVISIONS TO THESE DRAWINGS MUST BE APPROVED IN WITTING BY THE DISTRICT. 13 THE COMPLETED PROJECT, INCLUDING ALL WORK, MATERIALS AND EQUIPMENT SHALL BE GUARANTEED BY THE DEVELOPER AND/OR CONTRACTOR FOR A PERIOD OF ONE YEAR AFTER ACCEPTANCE BY THE DISTRICT. THE DEVELOPER AND/OR CONTRACTOR SHALL BE RESPOSIBLE FOR ALL REPAIR AND REPLACEMENTS INCLUDING LABOR, MATERIALS, INSPECTION FEES AND ANY OTHER COSTS ASSOCIATED WITH THE WORK. THE DISTRICT MAY REQUIRE A BOND FOR SECURITY AT ITS DESCRETION. GENERAL NOTES LOCKEFORD COMMUNITY SERVICES DISTRICT GENERAL WATER NOTES 1 WORK SHALL BE ACCOMPLISHED UNDER THE APPROVAL, INSPECTION AND TO THE SATISFACTION OF LOCKEFORD COMMUNITY SERVICES DISTRICT (DISTRICT). CONSTRUCTION SHALL CONFORM TO THESE PLANS AND THE DISTRICT'S LATEST VERSION OF THE TECHNICAL SPECIFICATIONS AND STANDARD DRAWINGS. 2 CONTRACTOR SHALL SCHEDULE A PRECONSTRUCTION CONFERENCE WITH INSPECTION 5 WORKING DAYS IN ADVANCE OF DOING WORK WITHIN THE DISTRICT. CONSTRUCTION SHALL BE STARTED NO LATER THAN FIVE(5) DAYS AFTER THE PRECONSTRUCTION CONFERENCE. 3 LOCATION OF ALL UNDERGROUND FACILITIES ARE APPROXIMATE ONLY - THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION AND DEPTH OF ALL FACILITIES PRIOR TO ANY EXCAVATION. 4 CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND FACIUTIES AFFECTED BY THE WORK AND SHALL CONTACT UNDERGROUND SERVICES ALERT (USA) 48 HOURS PRIOR TO ANY EXCAVATION WORK FOR DETERMINATION AND LOCATION OF UNDERGROUND UTILITIES (PHONE 1-800-642-2444) 5 CONNECTIONS TO EXISTING WATER FACILITY SHALL BE DONE BY A LICENSED CONTRACTOR IN ACCORDANCE WITH THE DISTRICT'S TECHNICAL SPECIFICATIONS AND STANDARD DRAWINGS. 6 WHERE EXCAVATIONS FOR ANY FACILITIES CONSTRUCTION EXCEED 5 FEET IN DEPTH, CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FORM CAL/OSHA IN SACRAMENTO (PHONE 1-916-920-6123) 7 THE CONTRACTOR SHALL NOTIFY DISTRICT (INSPECTION) 48 HOURS PRIOR TO START OR RESTART OF WORK. 8 ONLY DISTRICT PERSONNEL SHALL OPERATE ANY VALVES ON EXISTING WATER SYSTEM. 9 PIPELINES SHALL BE STERILIZED, FLUSHED, AND PRESSURE TESTED IN ACCORDANCE WITH THE DISTRICTS TESTING AND DISINFECTION STANDARDS 10 CURBS SHALL BE MARKED WITH A "W" BRAND WHERE WATER SERVICES INTERCEPT. 11 CONTRACTOR SHALL HAVE A COPY OF THE DISTRICT'S CONSTRUCTION STANDARDS ON THE JOB, 12 REVISIONS TO THESE DRAWINGS MUST BE APPROVED IN WITTING BY THE DISTRICT. 13 THE COMPLETED PROJECT, INCLUDING ALL WORK, MATERIALS AND EQUIPMENT SHALL BE GUARANTEED BY THE DEVELOPER AND/OR CONTRACTOR FOR A PERIOD OF ONE YEAR AFTER ACCEPTANCE BY THE DISTRICT. THE DEVELOPER AND/OR CONTRACTOR SHALL BE RESPOSIBLE FOR ALL REPAIR AND REPLACEMENTS INCLUDING LABOR, MATERIALS, INSPECTION FEES AND ANY OTHER COSTS ASSOCIATED WITH THE WORK. THE DISTRICT MAY REQUIRE A BOND FOR SECURITY AT ITS DESCRETION. GENERAL NOTES "wn " LOCKEFORD COMMUNITY SERVICES DISTRICT NOES, 1. ALL SERVICE LINES SHALL BE 4" INS/DE DIAMETER UNLESS OTHERWISE NOTED. 2. SERVICES SHALL HAVE SAME BEDDING AND BACKFILL AS LATERAL SEWER. 3 CONTRACTOR SHALL USE THE MOST APPROPRIATE TYPE CONNECTION (A,B OR C) FOR THE PARTICULAR SITUATION ENCOUNTERED. 4. SERVICE SEWER SHALL HAVE MIN/MUM 4'-0" COVER AT PROPERTY LINE WHENEVER LATERAL DEPTH AND SERVICE SEWER SLOPE OF 1/4" PER FOOT (MINIMUM) PERM/T. 5. WHEN THE LATERAL SEWER DEPTH /S SUCH THAT MIN/MUM COVER AT PROPERTY LINE CANNOT BE MET THE MINIMUM SLOPE OF 1/4" PER FOOT SHALL GOVERN THE COVER. 6. PLACE CONCRETE 12" WIDE UNDER THE TEE BRANCH, THE FITTING. AND UNSUPPORTED PIPE. WHEN BEDDING MATER/AL IS USED, PLACE ADD/T/ONAL BEDDING MATER/AL TO TOP OF BEND, THE FULL WIDTH OF THE TRENCH. EASEMENT OR ---� STREET PROPERTY LINE 7 MIN. SPECIFIED COVER AT THE PROPERTY LINE SHALL BE MEASURED FROM EX/STING GROUND SURFACE OR EDGE OF ADJACENT ROADWAY, WHICHEVER /S LOWER. 8. A SPECIFIC ELEVATION AT THE PROPERTY LINE, WHEN SHOWN ON THE PLANS OR DESIGNATED BY THE ENGINEER, SHALL GOVERN. 9. M/TER FITTING SHALL BE MAX. 45: RAD/US BEND 2" x 2" S" CHISELED IN BACK OF CURB TO IDENTIFY SERVICE SEWER. 6" NIPPLE r-c M/N. OPE I STREET ELBOW PERMITTED 90' BENDEND OR MITER FITTING PLACE SERVICE LINE AGA/NSTTURBED EARTH UNDISTURBED EARTH /N KEYWAY EXCAVATED /N TRENCH WALL A MINIMUM OF SERVICE OUTSIDEWYE'S3/8" M/NUS (TYPE A) 6" NIPPLE D/AM.BEDDING MATER/ALSEf N07E N0.6BEND (AS NEEDED TRANSITION COUPLING LONG RADIUS /F 1/8 LONG RAD/US BEND NECESSARY EXISTING UTILITY LIMIT BE WELL G 118 -LONG RADIUS BEND (SEE NOTE 4) — — — — T� COMPACTED. FOR �45' M/N. MATER/AL WELL (( 11 I RWCE.D, FOR SERV Cf BELL TO BE fOEMOR WYE :' TRENCH WELL TEE OR WYE SEWER SERVICE BY KEYED INTO GENERAL CONTRACTOR USE TYPE A MATER/ALJ (SDR 26) TYPE B TYPE C 90X COMPACTION PL TYPE A CONNECTION DETAILS ABS OR PVC CLEANOUT TO GRADE (SEWER CONNECTED TO RISER) " LOCKEFORD COMMUNITY SERVICES DISTRICT SEAL: 5' MAX UNLESS OTHERWISE NOTED, 4' M/N, TO 5' MAX. SEE OIL SS -06 REVISIONS JOB N0. : 010776P5U;OFC41100 EARNEST F. SMITH -CIVIL ENGINEER SHEET DESCRIPTION DATE BY DATE ELM STREETSCALE HORIZ.221 WEST OAK STREET, SUITE B-2 PHONE (209) 33a-6523 SCALE VERT. : LODI, CALIFORNIA 95240 FAX (209) 334-2611 STREET IMPROVEMENTS DRAWN: n -- DATE: 7�FJ-�S LOCKEFORD COMMUNITY SERVICES DISTRICT 5 DESIGN : T R.C.E. NO.: 15372 OF 9 CHECK E. F. SMITH, DESIGN ENGINEER EXP. DATE: 3-31-07 TYPICAL DETAILS FILE NO, 010776P5