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HomeMy WebLinkAbout1.6-5662 Ph 1 - 3 Record DrawingGENERAL NOTES: Islas GENERAL 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH VAUGHN WATER ALL PVC PIPE AND DUCTILE IRON FITTINGS SHALL CONFORM TO THE FOLLOWING: A PIPE SHALL CONFORM TO AWWA C900 CLASS 150 AND 200 ASTM D3139. C651, VAUGHN WATER COMPANY AND AS FOLLOWS: COMPANY STANDARDS, THE COUNTY OF KERN DEVELOPMENT STAN- B� PIPE FITTINGS SHALL BE DUCTILE IRON BELL AND SPIGOT FITTINGS CON - INSTALL ' G.V. ONE OF THE METHODS SPECIFIED IN AWWA C651 WITH AMOUNTS OF APPLIED DARDS AND STATE OF CALIFORNIA STANDARDS, AS APPLICABLE. FORMING A0111. MANAGER 2. PRIOR TO COMMENCING CONSTRUCTION, A PRECONSTRUCTION MEETING C) EACH LENGTH PIPE SHALL BE MARKED WITH THE APPLICABLE ASTM, DR, OF T H OF FOLLOWING THE FLUSHING OF THE LINE THE WATER COMPANY MAY SHALL BE ARRANGED BETWEEN THE DEVELOPER, (TS CONTRACTOR, AND PRESSURE CLASSIFICATION, NOMINAL PIPE SIZE, AND MANUFACTURERlS L A COMPANY REPRESENTATIVE SHALL TAKE WATER SAMPLE AND DELIVER THE COMPANY INSPECTOR. COMPANY MUST BE NOTIFIED 24 HOURS !N NAME OR TRADEMARK. ST: 8" P•vC. 4 _..�. - 3. ADVANCE OF THE MEETING. . AD PIPSPECIFICATIONS: AWWA 0900, CL 150 AND 200 PVC OR AS D) A CERTIFICATE OF COMPLIANCE FROM THE PIPE MANUFACTURER SHALL BE r THE TEST(S) SHALL BE INCLUDED IN THE ADMINISTRATION/INSPECTION OTHERWISE SPECIFIED HEREIN. JOINTS SHALL BE GASKET/BELL TYPE PROVIDED. E) PVC PIPE SHALL NOT DEVIATE FROM STRAIGHT BY MORE THAN 1/16 INCH EXP. 12-31-01 TESTING AND COMPLY WITH ASTM 03139 SPECIFICATION. PER FOOT (CAMBER) WHEN THE MAXIMUM OFFSET IS MEASURED FROM THE 4. ALL GATE VALVES SHALL BE MUELLER SUPER SEAL RESILIENT SEAT CONCAVE SIDE OF THE PIPE. • GATE VALVES IN ACCORDANCE WITH VAUGHN WATER COMPANY SIDS. -5. F) PVC PIPE SHAD. BE OF THE BELL AND SPIGOT TYPE. SURE, ALL ENTRAPPED AIR SHALL BE THOROUGHLY BLED OFF. FOR ALL I VALVE BOXES SHALL BE CHRISTY G5 TRAFFIC VALVE BOX WITH TRAFFIC JOINT OR SECTION OF PIPE AND THE ALLOWABLE LEAKAGE FOR THE TOTAL 519 LID MARKED 'WATER' PVC EXTENSIONS IN ACCORDANCE WITH VAUGHN STORAGE AND HANDLING AMOUNT SPECIFIED IN 'AWWA C600' OR 'AWWA M23' AS APPROPRIATE. 63 WATER COMPANY STANDARDS. EXIST. a P.V.G OF THE WATER COMPANY. BACKFILL OVER JOINTS, VALVES OR FITTINGS 6. COMPACTION REQUIREMENTS:. _ PVC PIPE SHALL BE STORED ON A SMOOTH BED. THE PIPE SHALL NOT BE IED, TESTED AND APPROVED BY THE WATER COMPANY. DEDICATED STREETS - ALL PIPELINE TRENCHES SHALL BE. BACKFILLED DROPPED OR DRAGGED. STORED PIPE SHALL BE COVERED TO PROTECT IT FROM WATER MAIN IS LAID, THE AUTHORIZED REPRESENTATIVE OF THE COMPANY f AND COMPACTED IN ACCORDANCE WITH THIS SPECIFICATION AND THE ULTRAVIOLET LIGHT (SUN'S RAYS). PVC PIPE WITH NOTICEABLE COLOR CHANGES TESTING AND DISINFECTION. IF THE PIPE THEN TESTED EXCEEDS THE p COUNTY OF KERN AND STATE OF CALIFORNIA STANDARDS, AS RESULTING FROM EXPOSURE TO ULTRAVIOLET LIGHT SHALL BE REJECTED: TESTED UNTIL IT MEETS THE ALLOWABLE LEAKAGE. APPLICABLE. I w BACKFILL 7. MINIMUM SIZE FOR SERVICE CONNECTIONS. SHALL BE 1 INCH. SINGLE EMBEDMENT AND BEDDING MATERIALS COUNTY TRANSPORTATION MANAGEMENT DEPARTMENT AND AS FOLLOWS: SERVICES, WITH SADDLES, ARE REQUIRED. NO DOUBLE SERVICES ARE CEEDING SIX (6) INCHES MAXIMUM DIMENSION. NO ROCK OR LUMP I EXCEEDING 1 INCH DIAMETER SHALL BE ALLOWED WITHIN 12' OF THE ALLOWED. SEE VAUGHN WATER COMPANY STANDARDS. EMBEDMENT MATERIALS (CLASS i, 11 AND III) SHALL CONFORM TO PARA - B) COMPACTION OF BACKFILL MATERIAL SHALL BE REQUIRED FOR ALL CORPORATION STOPS: 1' BRONZE - MUELLER B-25008;GRAPHS 6.i.1, 6.1.2 AND 6.1.3, ASTM D2321 -83A MODIFIED AS FOLLOWS: AS REQUIRED BY THE KERN COUNTY TRANSPORTATION MANAGEMENT ANGLE METER STOPS: 1' BRONZE -JAMES JONES J-1963WSG OR MODIFICATION UNDERLINED C) FLOODING OR JETTING W1LL NOT BE ALLOWED. FORD BA43-444WQ. 1-1/2" AND 2" BRONZE - MUELLER 825276 CLASS I - ANGULAR, 1/4 TO LIN GRADED STONES, INCLUDING A NUMBER •0 OR JAMES JONES J-4205; OF FILL MATERIALS THAT HAVE REGIONAL SIGNIFICANCE, SUCH AS CORAL, SLAG, SERVICE SADDLES: 1' BRONZE - JAMES JONES MODEL J -996R FOR CINDERS, CRUSHED STONE, CRUSHED GRAVEL, AND CRUSHED SHELLS. SOIL 7 fz PVC PIPE. TYPES GW AND GP ARE REQUIRED. 10 1 1 8. ALL SERVICES SHALL BE METERED. SEE VAUGHN WATER COMPANY CLASS 11 - COARSE SANDS AND GRAVELS WITH MAXIMUM PARTICLE SIZE STANDARDS. OF 1 tL INCLUDING VARIOUSLY GRADED SANDS AND GRAVELS CONTAINING METERS: i" BADGER RECORDALL COLD WATER, THERMOPLASTIC DISC SMALL PERCENTAGES OF FINES, GENERALLY GRANULAR AND NON -COHESIVE, METER, MODEL 40; 1-1/2' BADGER BRONZE DISC METER, MODEL 120; EITHER WET OR DRY. SOIL TYPES GW. SW AND SP ARE INCLUDED IN THIS 2' BADGER TURBO {I METER (LANDSCAPE ONLY), 2' BADGER RECORD- QLASS '1; ALL COMPOUND METER, 2' BADGER BRONZE DISC METER, MODEL 170. CLASS III - FINE SAND SILTY SAND AND GRAVELS SOIL TYPES SW SP TOTALIZE IN ,CUBIC FEET. SM AND GM ARE INCLUDED IN THIS CLASS MAXIMUM PARTICLE SIZE IS 1 INCH. 9. SERVICE PIPING SHALL BE 1", 1-1/2' OR 2' POLYETHYLENE PLASTIC SOIL CLASSIFICATION IS IN CONFORMANCE WITH UNIFIED SOIL CLASSIFICATION 20 TYP. TUBING IN WITH ASTM D2737 P.E. 3408 - COPPER TUBE ACCORDANCEJ-2805/2806 SYSTEM, ASTM DESIGNATION D2487 AND D2488. NATIVE SOILS MEETING THE 17 16 15 SIZE WITH STAINLESS STEEL LINERS. SEE VAUGHN WATER REQUIREMENTS FOR CLASSES I, ILAND AND 111 MATERIAL MAY BE ACCEPTED BY THE =- IMP COMPANY STANDARDS. COMPANY. ANY NATIVE EMBEDMENT MATERIALS NOT MEETING THESE CL.ASSIFI- _ ROCK _ AVENUE'°� 10. 10' AND SMALLER MAINS AND SERVICES SHALL HAVE NO LESS THAN CATIONS SHALL BE REPLACED BY IMPORTED MATERIALS THAT DO MEET THESE , 30' COVER; 12' OR LARGER MAINS SHALL HAVE NO LESS THAN 36" REQUIREMENTS. COVER. I o I I - 11. WATER MAINS SHALL BE LAID AT HIGHER ELEVATIONS THAN NEARBY BEDDIN%TRENCH BOTTOM SEWER LINES. AT CROSSINGS, WATER MAINS SHALL PASS OVER THE 55,8 ( . TOP OF SEWER LINES AND IN ADDITION, THE BOTTOM OF THE WATER THE TRENCH BOTTOM SHALL BE CONSTRUCTED TO PROVIDE A FIRM, STABLE MAIN SHALL CLEAR THE TOP OF 'COMMON' SEWER (MAIN STREET LINE) AND UNIFORM SUPPORT FOR THE FULL LENGTH OF PIPE. BELL HOLES SHALL BE BY A MINIMUM OF 12'. THE PROVISIONS OF THE COUNTY OF KERN PROVIDED AT EACH JOINT. ANY. PORTION OF THE TRENCH BOTTOM EXCAVATED REGARDING CROSSING OF WATER PIPES BY SEWERS AND SEWER LATE- BELOW GRADE SHALL BE BACKFILLED TO GRADE AND COMPACTED AS REQUIRED RALS SHALL BE STRICTLY FOLLOWED. TO PROVIDE FIRM PIPE SUPPORT. WHEN AN UNSTABLE SUB -GRADE CONDITION ills 12• FIRE HYDRANTS IN THE COUNTY OF KERN SHALL BE MUELLER SUPER IS ENCOUNTERED WHICH WILL PROVIDE INADEQUATE PIPE SUPPORT, OR WHEN lS 1 CENTURION 200, MODEL A-421, WITH 2-2 1/2' HOSE NOZZLES LEDGE ROCK, BOULDERS OR LARGE STONES ARE ENCOUNTERED, ADDITIONAL AND 1-4 1/2" POWER NOZZLE. THE COLOR SHALL BE JOHN DEERE. TRENCH DEPTH SHALL BE EXCAVATED AND REFILLED WITH SUITABLE FOUNDA- AVENUE YELLOW LION MATERIAL AND COMPACTED. 13. SEE TRACT AGREEMENT FOR FURTHER DETAILS. BEDDING PROCEDURE SHALL CONFORM TO PARAGRAPHS 8.1.1, 8:1.2 AND . 14. PRIOR TO COMMENCING CONSTRUCTION WITHIN EXISTING PUBLIC RIGHT- 8.1.3 OF ASTM D2321 -83A AND THE FOLLOWING: A) CONTRACTOR SHALL PROVIDE A UNIFORMLY COMPACTED BEDDING. IF THE OF -WAY, AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM APPRO- BEDDING DOES NOT PROVIDE AN EXISTING UNIFORMLY COMPACTED SURFACE INSTALL 425± LF. 8' PVC PRlATE GOVERNMENTAL AGENCY. IF PROJECT IS WITHIN PRIVATE PRC AT THE TRENCH BOTTOM IT SHALL BE REPLACED. 8' TEE PERTY AN EASEMENT SHALL BE OBTAINED. B) IMPORTED BEDDING MATERIAL, IF REQUIRED, SHALL BE PLACED AND COM - 15. VAUGHN WATER COMPANY SHALL INSPECT THE INSTALLATION OF THIS PACTED FOR ALL MAIN LINES AS SHOWN ON PLATE N0. fi. FLOODING OR :. 2 INSTALL TYP' 8' G.V. WATER SYSTEM TO ASSURE ITS COMPLIANCE WITH THESE PLANS. !N- JETTING OF BEDDING IS NOT ALLOWED. °1' ' INSTALL $" G.V. STALLATION SHALL BE BY SUBDIVIDER OR HIS AGENT. VAUGHN WATER C) AFTER PREPARATION OF TRENCH BOTTOM AND PRIOR TO INSTALLATION OF INSTALL ' COMPANY SHAD. MAINTAIN THE SYSTEM AFTER IT HAS BEEN ACCEPTED . WATER MAIN AND LATERALS, THE COMPANY SHALL INSPECT THE BOTTOM �. BY THE COMPANY, EXCEPT AS NOTED IN PARAGRAPH 12, ABOVE. OF THE TRENCH. I VAUGHN WATER COMPANY'S OFFICERS, EMPLOYEES, ENGINEER'S AND s' G.V PAD OTHER .CONSULTANTS SHALL BE PROVIDED FREE, UNOBSTRUCTED, AC- INSTALLATION OF PIPE, FITTINGS, HAUNCHING AND BACKFILL CESS TO THE WORK AT ALL TIMES FOR INSPECTION PURPOSES. a VAUGHN WATER COMPANY IS NOT PROVIDING SAFETY INSPECTION SER- OF PIPE ZONE 56.0 VICES. JOBSITE SAFETY IS THE RESPONSIBILITY OF SUBDIVIDER OR PVC PIPE EXPOSED TO THE SUN DURING SUMMER MONTHS SHALL BE 28 29 30 31 32 HIS AGENT PERFORMING THE INSTALLATION WORK. ALLOWED TO COOT- PRIOR TO PLACING PIPE ZONE BACKFILL IN TRENCH. 16. INSTAjjjgj^CONFORM TO AWWA STANDARDS AND COUNTY OF ALLOWANCES SHALL BE MADE FOR THE MOVEMENT OF PIPE ALONG THE MAIN 38 KERN ANDARDS, VAUGHN WATER COMPANY STAN- LINE AND AT THE LATERALS. FITTINGS SHALL BE SIZED TO RECEIVE TYPE DARDS, STATE OF CALIFORNIA STANDARDS AND THE ABOVE. IN CASE OF PIPE USED. INSTALLATION OF FITTINGS SHALL BE IN ACCORDANCE LITH OF CONFLICT, THE HIGHER STANDARD SHALL APPLY, AS DETERMINED MANUFACTURER'S INSTRUCTION MANUALS. BY THE DIRECTOR OF PUBLIC WORKS/TRANSPORTATION MANAGEMENT PIPE INSTALLATION AND HAUNCHING SHALL CONFORM TO PARAGRAPHS 17. AND .VAUGHN WATER COMPANY. CATALOGUE DATA AND AFFIDAVIT THAT ALL DELIVERED PIPE COMPLIES AND 9.1.3 OF ASTM D2321 -83A, AWWA STANDARDS AND THE WITH THE REQUIREMENTS OF AWWA C900 SHALL BE PROVIDED TO COUNTY NG: FOLLOWING: FOLLOWING: A) ALL WATER PIPE SHALL BE INSTALLED WITH A' MINIMUM 12 IN. VERTICAL OF KERN TRANSPORTATION MANAGEMENT DEPARTMENT AND VAUGHN CLEARANCE ABOVE ANY EXISTING OR PROPOSED SEWER PIPE. THE WATER COMPANY. REGULATIONS AS DESCRIBED IN THESE STANDARDS FOR SEWER CROS - _ 1 8. THIS WATER SYSTEM IS DESIGNED TO PROVIDE 1,000 GPM FIRE FLOW SINGS SHALL BE FOLLOWED CLOSELY BY THE CONTRACTOR. _ PLUS DOMESTIC FIRE FLOW. B) AFTER LAYING THE PVC PIPE, HAUNCHING SHALL BE PLACED. CARE SHALL 49 48 47 46 19. CONCRETE THRUST BLOCKS SHALL BE CONSTRUCTED AT ALL CHANGES BE TAKEN TO PLACE MATERIAL UNDER THE HAUNCHES SO THAT IT PRO - " - 43 IN DIRECTION, GRANGES IN SIZE, DEAD ENDS, FIRE HYDRANTS AND VIDES ADEQUATE SIDE SUPPORT OF THE PIPE. MATERIAL SHALL BE m. l •LOCATIONS WHERE THRUST MAY BE DEVELOPED. THRUST BLOCKS SHALL PLACED TO THE SPRING UNE OF THE PIPE AND COMPACTED BY HAND BE CONSTRUCTED PER PLATE N0.'s 7A & 7B OF VAUGHN WATER COM- OR TAMPING. PANY STANDARDS UNLESS OTHERWISE APPROVED BY VAUGHN WATER ,MECHANICAL C) MATERIALS USED FOR HAUNCHING SHALL BE THE SAME CLASS AS USED COMPANY. CHANGES IN SIZE FROM THOSE SHOWN IN PLATE NO.'s FOR BEDDING. 7A & 7B SHALL BE ACCOMPANIED BY CALCULATIONS BASED ON SOIL . D) CARE SHALL BE EXERCISED IN PLACING HAUNCHING MATERIALS TO VALUES ESTABLISHED BY A REGISTERED GEOTECHNICAL ENGINEER. PREVENT DAMAGE TO OR DISPLACEMENT OF THE WATER PIPE. 20. CONTRACTOR TO NOTIFY UNDERGROUND SERVICE ALERT (U.S.A.) TWO E) PRIOR TO PLACEMENT AND COMPACTION OF UPPER PIPE ZONE BACK - DAYS PRIOR TO EXCAVATION. PHONE 1-800-227-2600. FILL-, THE COMPANY SHALL INSPECT THE PLACEMENT OF THE WATER 21. ANY CONFLICTS WITHIN THIS SPECIFICATION OR BETWEEN THIS SPECT- MAIN AND 1' SERVICE LATERALS, HAUNCHING AND COMPACTION OF FICATION AND ANOTHER CITED SPECIFICATION SHALL BE RESOLVED BY PIPE ZONE BACKFILL APPLYING THE MORE STRINGENT SPECIFICATION, UNLESS DIRECTED F) INITIAL BACKFILL SHALL BE PLACED IN TWO STAGES; ONE TO THE TOP OTHERWISE IN WRITING BY THE COMPANY. OF THE PIPE AND THE OTHER TO A POINT AT LEAST 12 IN. OVER TOP 22. COMPANY SHALL INSPECT THE WORK OF THE CONTRACTOR TO DETER; OF THE PIPE. COMPACT EACH STAGE OF HAUNCHING AND INITIAL BACK - MINE COMPLIANCE WITH THESE PLANS AND SPECIFICATIONS. INSPEC FILL BY HAND OR MECHANICAL TAMPING TO A MINIMUM OF 90% RELATIVE 11ONS BY COMPANY INSPECTOR SHAH IN NO WAY ABSOLVE CONTRACTOR COMPACTION. IN NO CASE SHALL THE PIPE COME IN DIRECT CONTACT OF HIS RESPONSIBILITY TO COMPLY WITH THESE'PLANS AND SPECIFY -WITH THE COMPACTION EQUIPMENT. THE CONTRACTOR SHALL BACKFILL A 23. CATIONS. NO CHANGES SHALL BE MADE TO APPROVED PLANS, NOR SHALL FIELD MINIMUM OF 12 INCHES PRIOR TO COMPACTING DIRECTLY OVER THE PIPE. G) MATERIALS USED FOR THE PIPE ZONE BACKFILL SHALL BE THE SAME CHANGES BE MADE, WITHOUT PRIOR WRITTEN APPROVAL FROM VAUGHN CLASS AS THAT USED FOR HAUNCHING. WATER COMPANY: H) COMPACTION METHODS USED BY THE CONTRACTOR SHALL BE SUBJECT 24. TO THE BEST OF MY KNOWLEDGE THESE PANS MEET OR EXCEED TO REVIEW BY THE COMPANY ENGINEER. ANY PIPE COMPACTED BY - THE MINIMUM COUNTY STANDARDS. METHODS OF COMPACTION NOT RECEIVING PRIOR APPROVAL BY THE SAME SHALL BE REMOVED AT THE CONTRACTOR'S EXPENSE. 1) FLOODING OR JETTING IS NOT ALLOWED. GENERAL CONSTRUCTION AND MATERIALS NOTES: J) TESTING OF PIPE ZONE MATERIAL SHALL BE DONE FOR EACH INSTAL - ���• A MINIMUM OF 5 TESTS PER SUBDIVISION SHALT BE MADE, THIS SPECIFICATION IS WRITTEN FOR AWWA 0900 PUG PIPE FOR WATER OR 1 ZEST PER 1,000 FEET OF PIPE INSTALLED, WHICH EVER IS INSTALLATIONS. ASTM AND AWWA SPECIFICATIONS, COUNTY OF KERN, GREATER. PIPE ZONE MATERIAL NOT MEETING COMPACTION REQUIRE - STATE OF CALIFORNIA AND VAUGHN WATER COMPANY STANDARDS REFERRED MENTS SHALL BE RECOMPACTED. TO HEREIN SHALL BE THE LATEST EDITION THEREOF. CLEANING AFTER PRESSURE TESTING AND PRIOR TO ACCEPTANCE OF THE WORK, THE ENTIRE PIPELINE, INCLUDING ALL VALVES, Fll'IINGS, HYDRANTS AND OTHER ACCESSORIES, SHAH BE DISINFECTED IN ACCORDANCE WITH AWWA C651, VAUGHN WATER COMPANY AND AS FOLLOWS: Approved By CHLORINE RESIDUAL SHALL BE DETERMINED IN ACCORDANCE WITH INSTALL ' G.V. ONE OF THE METHODS SPECIFIED IN AWWA C651 WITH AMOUNTS OF APPLIED CHLORINE TO PRODUCE A DOSAGE GREATER THAN 50 PPM AND A RESIDUAL MANAGER OF NOT LESS THAN 50 PPM IN ALL PARTS OF THE LINE AFTER A 24 HOUR PERIOD HAS ELAPSED. FOLLOWING THE FLUSHING OF THE LINE THE WATER COMPANY MAY RETAIN A QUALIFIED LABORATORY TO PERFORM A BACTERIOLOGICAL TEST. L A COMPANY REPRESENTATIVE SHALL TAKE WATER SAMPLE AND DELIVER 5 TO THE SAME. SUCH TEST SHALL MEET THE STATE DEPARTMENT OF ST: 8" P•vC. 4 _..�. HEALTH SERVICES REQUIREMENTS FOR DOMESTIC WATER PURPOSES PRIOR 3 TO ACCEPTANCE OF THE LINES BY THE WATER COMPANY. THE. COST OF r THE TEST(S) SHALL BE INCLUDED IN THE ADMINISTRATION/INSPECTION INSTALL FEES PAID TO THE WATER COMPANY BY THE OWNER. EXP. 12-31-01 TESTING _S IDN DISTRIBUTION MAINS SHALL BE TESTED TO A MINIMUM HYDROSTATIC PRESSURE OF DESIGN PRESSURE OR PIPE CLASS. CLASS 150 PIPE. SHALL BE TESTED TO A MINIMUM OF 150 PSIG. THE MINIMUM DURATION OF THE • TEST SHALL BE TWO HOURS. BEFORE APPLYING THE HYDROSTATIC PRES- SURE, ALL ENTRAPPED AIR SHALL BE THOROUGHLY BLED OFF. FOR ALL I TYPES OF WATER MAINS, THERE SHALL BE NO VISIBLE LEAKAGE AT ANY JOINT OR SECTION OF PIPE AND THE ALLOWABLE LEAKAGE FOR THE TOTAL 519 LENGTHS OF ALL WATER MAINS UNDER TEST SHALL NOT EXCEED THAT w AMOUNT SPECIFIED IN 'AWWA C600' OR 'AWWA M23' AS APPROPRIATE. 63 ALL TESTS SHALL BE MADE IN THE PRESENCE OF A REPRESENTATIVE EXIST. a P.V.G OF THE WATER COMPANY. BACKFILL OVER JOINTS, VALVES OR FITTINGS SHALL NOT EXCEED THE INITIAL BACKFILL UNTIL THEY HAVE BEEN INSPEC- IED, TESTED AND APPROVED BY THE WATER COMPANY. WHEN IT IS NECESSARY TO COVER THE DITCH AS SOON AS THE WATER MAIN IS LAID, THE AUTHORIZED REPRESENTATIVE OF THE COMPANY f ENGINEER MAY PERMIT THE BACKFILLING TO BE COMPLETED PRIOR TO `s TESTING AND DISINFECTION. IF THE PIPE THEN TESTED EXCEEDS THE p ALLOWABLE LEAKAGE, THE PIPE MUST BE UNCOVERED, REPAIRED AND � TESTED UNTIL IT MEETS THE ALLOWABLE LEAKAGE. INST BY OP9(qe ACR�t O)W v I w BACKFILL THE REMAINDER OF THE TRENCH BACKFILL SHALL CONFORM WITH KERN COUNTY TRANSPORTATION MANAGEMENT DEPARTMENT AND AS FOLLOWS: A) BACKFILL MATERIAL SHALL BE FREE OF ALL ROCKS OR LUMPS EX- CEEDING SIX (6) INCHES MAXIMUM DIMENSION. NO ROCK OR LUMP I EXCEEDING 1 INCH DIAMETER SHALL BE ALLOWED WITHIN 12' OF THE PIPE. B) COMPACTION OF BACKFILL MATERIAL SHALL BE REQUIRED FOR ALL MAIN LINES AND SERVICE LATERALS AS SHOWN ON PLATE NO. 6 AND O AS REQUIRED BY THE KERN COUNTY TRANSPORTATION MANAGEMENT DEPARTMENT. 4 C) FLOODING OR JETTING W1LL NOT BE ALLOWED. SCALE: 1" = 100' WINITY MAP N.T.S. IIgSTALI-- 1 2 B.O. 25 26 27 51 52 SUMP 1TI CEDAR) CREEK_ - �•i 53 54 55 56 57 tIA1177 TAIR9�e tbir rwo 8 , INSTALL 2' B.O. HA G EISA N LEGEND ♦ FIRE HYDRANT + EXIST. FIRE HYDRANT. ml GATE VALVE (G.V.) •-1•' SINGLE SERVICE w/METER " & METER BOX (UNLESS OTHER- WISE NOTED) • 2" BLOW OFF /0 I/ 7 rz Approved By AVENUE INSTALL ' G.V. REMOVE BLow-OFF do TIE-iN 10 EXIST. 8' P.V.C. VAUGHN WATER CO. MANAGER MICHAEL UHN • L 7 G 5 ST: 8" P•vC. 4 _..�. .� 3 2 r SIN INSTALL DEE JAS AR EXP. 12-31-01 Id`I•�E . SUBnIVI _S IDN j • 8'X12' TEE 12"X 12'X 8' TEE I will INSTALL 4241- LF. 8' V A US T I N 8" 58 519 CREEK w NTA LL 687± LF. 8" PVC 63 °- EXIST. a P.V.G INSTALL ALL T8r N f INSTALL $" G.V. : RE�tovE o T e & X -1N TO EXIST. 8" P.Y.C. $" G.V. I .V.• I w PAD 4 •0 56.3 2 3 4 5 b 7 fz 8 9 10 1 1 1 z 13 '1; 2' INSTALL YNANT 24 23 22 21 20 TYP. 19 18 17 16 15 14 I =- IMP INSTALL 704± L.F. $ PVC " " _ 8"X1 2 X12 TO z _ ROCK _ AVENUE'°� TIE-IN TO EXIST. 8' P.V.C. BLOW -OFF �all' r- - I-- , PAD 22, I o I I - 55,8 ( . ills /- lS 1 SEARSPO I NT l8 AVENUE _ _ _ INSTALL 425± LF. 8' PVC INSTALL 162± LF. 8' PV 8' TEE INSTALL 525± LF. 8' PVC EXIST._ PA_. `•"' :. 2 INSTALL TYP' 8' G.V. 8 TEE INSTALL °1' ' INSTALL $" G.V. 2 TYP. INSTALL +. REMOVE 8L8 I -OFF & nE-IN TO EXIST. 8' P.Y,C �. 8 G.V. " a I s' G.V PAD r a 56.0 ' 28 29 30 31 32 33 m 34 35 36 37 38 49 48 47 46 45 44 U 43 42 41 40 39 l �I CEDAR) CREEK_ - �•i 53 54 55 56 57 tIA1177 TAIR9�e tbir rwo 8 , INSTALL 2' B.O. HA G EISA N LEGEND ♦ FIRE HYDRANT + EXIST. FIRE HYDRANT. ml GATE VALVE (G.V.) •-1•' SINGLE SERVICE w/METER " & METER BOX (UNLESS OTHER- WISE NOTED) • 2" BLOW OFF /0 I/ 7 rz No.��4 �� � TRAC.TKO. 5662 - UNIT'S I 9 -3O -m 3 2 AN T SmithTech*_ USA I'�ALC INCORPORATED HABERFELDE BUILDING 142417TH STREET RO ERT E. SMITH RCE 35473 DATE BAKERSFIELD, CALIFORNIA 93301 (805) 327-8492 FAX 327--8493 JOB NO. - 98--100 SHEET 1 OF 4 SHEET'S Approved By AVENUE INSTALL ' G.V. REMOVE BLow-OFF do TIE-iN 10 EXIST. 8' P.V.C. VAUGHN WATER CO. MANAGER MICHAEL UHN f INSTALL 505± L.F. 12" PVC ST: 8" P•vC. 4 _..�. .� ,...., 1 an R.C.E. 23042 SIN INSTALL DEE JAS AR EXP. 12-31-01 j 12" G.V. 12"X 8'X12' TEE 12"X 12'X 8' TEE I 58 519 60 61 62 63 °- � N f I w •0 fz I cn '1; 2' INSTALL YNANT , min TYP. 8 G.V. EXIST. 12 P.V.C. =- IMP INSTALL 704± L.F. $ PVC " " _ 8"X1 2 X12 TO TABLE _ ROCK _ AVENUE'°� TIE-IN TO EXIST. 8' P.V.C. BLOW -OFF �all' r- - I-- , I I - 13 /- lS 1 l7 l8 140SIMG 2' BLOWOFF TRACT 90MAW No.��4 �� � TRAC.TKO. 5662 - UNIT'S I 9 -3O -m 3 2 AN T SmithTech*_ USA I'�ALC INCORPORATED HABERFELDE BUILDING 142417TH STREET RO ERT E. SMITH RCE 35473 DATE BAKERSFIELD, CALIFORNIA 93301 (805) 327-8492 FAX 327--8493 JOB NO. - 98--100 SHEET 1 OF 4 SHEET'S Approved By VAUGHN WATER CO. MANAGER MICHAEL UHN f S Approved By ' .� ,...., 1 VAUGHN R 0. R.C.E. 23042 �._ DEE JAS AR EXP. 12-31-01 No.��4 �� � TRAC.TKO. 5662 - UNIT'S I 9 -3O -m 3 2 AN T SmithTech*_ USA I'�ALC INCORPORATED HABERFELDE BUILDING 142417TH STREET RO ERT E. SMITH RCE 35473 DATE BAKERSFIELD, CALIFORNIA 93301 (805) 327-8492 FAX 327--8493 JOB NO. - 98--100 SHEET 1 OF 4 SHEET'S I 2 BEDDING 902 COMPACTION SEE SPECIMI10NS FOR BACKFILL REQUIREMENTS BEDDM & BACKFILL MATERW. tALL MA70M PASSING 1 SIEVE) OR PER COUNTY/C171r SID 2- WVArlZED spm � O VC PPIPE PIPE a FITTING'S. ' CORPORATION STOP WRAPPED : BEARING AREA PVC C-900 .,p.• (SO. Fr) p . «moi♦iii .�i�� «fi�i�i :�Oi�i�i�i PIPE WATER MAIN — 6'-0' SIZE PLUG `A PLqq�� N.T.S. • a� 6` 3 ►' : 8' 3 ►� 4 'r 10 B PUSH CAPArun 2' • '► 12 11 FEMALE 'IFI NOTES: BLOW OFF ELEYAT1�QfN 1. ALL THRUST BLOCKS TO BE POURED AMtW UNDISTURBED SOIL CONCRETE SHAT BE REVISED: 12/9/98 PLACED BMW BELL. OF FTTTINQ. 2. BEARINQ AREAS SHOWN IN TABLE ARE BASED VAUGHN WATER COMPANY UPON ALLOWABLE SOU. PRESSURE OF 1500 pal. 3. CONCRETE 5TRFNtilil %WI BE 2000 PSI AT PERMANENT BLOW - 28 DAYS MINIMUM OFF ASSEMBLY DATE: 11/5/91 PLATE No. 2 2 BEDDING 902 COMPACTION SEE SPECIMI10NS FOR BACKFILL REQUIREMENTS BEDDM & BACKFILL MATERW. tALL MA70M PASSING 1 SIEVE) OR PER COUNTY/C171r SID TRENCH DIMENSIONS J VAUGHN WATER COMPANY SIZE W TRENCH SECTION e' 24' 3O' IN PAVED AREAS 8" 30' 30' » .3r 3e" DATE: 11/5/91 PIN NO. 6 CHRISTY 0-5 VN.vE PROP. UNE SIDEIVALK BOX UD tc I 6• ALS' sTRE�r 8»em PVo VALVE RISER sr�rmT� PIPE PROP. LIQ •. WAS FIRE HYDRANT THRUST BLOCK. TVP. SEE DETAIL A/ SECTION B....g . QATE VALVE FIRE HYDRANT cHRISTr G-5 r VALVE BOX & LID r- 2' 3'TD6' � A STD 8' BURY --N 30'NIN. e' a• THRUST BLOCK THRUST BLOCK TVP. S' TIE DEE§cl6A SECTION A:& fi/ B 1 INSTALL CORPORATION STOP BETWEEN 47 & 75' FROM VERTICAL FROM TOP OF 0 NUT TO TOP OF ANGLE METER STOP -- 1" JONES J-t883WSti OR FORD OA43-444WQ Y MIN CLR rA � O VC PPIPE MUELLER R/W CORPORATION STOP oll 1" MUELLER 623008 WATER MAIN PVC C-900 , CL --190 TEE «moi♦iii .�i�� «fi�i�i :�Oi�i�i�i �i�i♦i� — 6'-0' `A PLqq�� N.T.S. TRENCH DIMENSIONS J VAUGHN WATER COMPANY SIZE W TRENCH SECTION e' 24' 3O' IN PAVED AREAS 8" 30' 30' » .3r 3e" DATE: 11/5/91 PIN NO. 6 CHRISTY 0-5 VN.vE PROP. UNE SIDEIVALK BOX UD tc I 6• ALS' sTRE�r 8»em PVo VALVE RISER sr�rmT� PIPE PROP. LIQ •. WAS FIRE HYDRANT THRUST BLOCK. TVP. SEE DETAIL A/ SECTION B....g . QATE VALVE FIRE HYDRANT cHRISTr G-5 r VALVE BOX & LID r- 2' 3'TD6' � A STD 8' BURY --N 30'NIN. e' a• THRUST BLOCK THRUST BLOCK TVP. S' TIE DEE§cl6A SECTION A:& fi/ B 1 INSTALL CORPORATION STOP BETWEEN 47 & 75' FROM VERTICAL FROM TOP OF 0 NUT TO TOP OF ANGLE METER STOP -- 1" JONES J-t883WSti OR FORD OA43-444WQ Y MIN CLR NiYDRANi rA � O VC PPIPE MUELLER R/W CORPORATION STOP 1" MUELLER 623008 WATER MAIN PVC C-900 , CL --190 NiYDRANi rA CIL- el CL 150 VC PPIPE MUELLER R/W 8 GATE VALVE THRUST BLACKS TIP. DUMIE ELBOWwsoN , DUCTILE TEE - SIDEWALK -+-I — 6'-0' `A PLqq�� N.T.S. 1 t REVISED: 12/5/96 VAUGHN WATER COMPANY TYPICAL 1" RESIDENTIAL LONG WA'T'ER SERVICE DAZE: 11/5/91 PLATE No. 3A CHRISTY G-5 VALVE BOX&UD IETER BOX (HINOED COVER) 2ECAR90PLASM _ .N1419 - FROM TOP OF OPERATING - NUT TO TOP OF BOX ANGLE METER STOP 7' JONES J-1983WSQ OR FORD BA43-444WQ Y MIN CUi 1' P.E. nSNG •- (ASTM 2737 -PZ 3408) CORPORATION STOP 1' MUELLER B25W :-♦ 14 1 •1 • ,a I' BADGER MODEL. 00 =wcomfoR cpm WATER MAIN PVC C-900 CL -150 RE IN ED: 12/5/96 �s VAUGHN WATER COMPANY TYPICAL 1" RESIDENTIAL SHORT WATER SERVICE ►TE: 11/5/91 PLATE No. 30 ommmummmumod FIRE CmSff < ■>r I BURY PVC VALVE Rwt $10-400 PW _PIPE 6. FIRE C-400 HYDRANT PW PIPE RLW BLOCK. 111P. SECTION B:& PAW am ■ IXOOK R MUM. FIRE HYDRANT STREET CROSSING PLAN ��. OREM &WBO PLASTIC METER BOX WITH SOLID COVER. CARSON 132 t! READINO "WATER' FROM TOP OF OPERATING NUT TO TOP OF BOX GRADE INSTALL CORPORATION STOP BETWEEN 46 do 79 FROM VERTICAL. ANGLE METER STOr34--144205 OR MUSE JON S x348 4205 2' MIN OLR 1 CL -150 �� S�Tp�m,��yp 02aO S GREEN JUMBO PLASTIC METER BOX WITH SOLID COVER. CARSON 1324C-158 READI46 -NATER" 'I-, FROM TOP OF OPERATING - NUT TO TOP OF Box GRADE ANGLE METE7J-42=05 2' MUELLEROR JAMES J 2' MIN CLR 2" P E TUBING, CTS----�.� (ASTM 2737-P.E 3408) BRONZE SADDLE -- JAMES JONES J-998 Y P.E TUBING, CIS (ASTM 2737-P.E.3406) MOM 7/22/99 VAUGHN WATER COMPANY TYPICAL r LONG WATER SERVICE LTE: 12/15/93 PLATE No. 4A ErrH :e BAADER' DGTURBO n METER (LANDSCAPE ONLY) 2; BADGER RECOROALL COM ND METER 2 BADGER BRONZE DISC METER MODEL 170 TOTALTIJNQ Ir CU. FEET [COMPANY'S D�CRElml STOP 825008 + REVISED: 7/22/99 VAUGHN WATER COMPANY WATER MAN TYPICAL 2" SHORT CL WATER SERVICE DATE: 12/15/93 PLATE No. 40 ♦ to - 6'660 8111),3 .-Zfi -�') p,12-31-01 `* ? 1 I ID %R, 18 '1 -2 -3 Yv\\ , IETER BOX (HINOED COVER) 2ECAR90PLASM _ .N1419 - FROM TOP OF OPERATING - NUT TO TOP OF BOX ANGLE METER STOP 7' JONES J-1983WSQ OR FORD BA43-444WQ Y MIN CUi 1' P.E. nSNG •- (ASTM 2737 -PZ 3408) CORPORATION STOP 1' MUELLER B25W :-♦ 14 1 •1 • ,a I' BADGER MODEL. 00 =wcomfoR cpm WATER MAIN PVC C-900 CL -150 RE IN ED: 12/5/96 �s VAUGHN WATER COMPANY TYPICAL 1" RESIDENTIAL SHORT WATER SERVICE ►TE: 11/5/91 PLATE No. 30 ommmummmumod FIRE CmSff < ■>r I BURY PVC VALVE Rwt $10-400 PW _PIPE 6. FIRE C-400 HYDRANT PW PIPE RLW BLOCK. 111P. SECTION B:& PAW am ■ IXOOK R MUM. FIRE HYDRANT STREET CROSSING PLAN ��. OREM &WBO PLASTIC METER BOX WITH SOLID COVER. CARSON 132 t! READINO "WATER' FROM TOP OF OPERATING NUT TO TOP OF BOX GRADE INSTALL CORPORATION STOP BETWEEN 46 do 79 FROM VERTICAL. ANGLE METER STOr34--144205 OR MUSE JON S x348 4205 2' MIN OLR 1 CL -150 �� S�Tp�m,��yp 02aO S GREEN JUMBO PLASTIC METER BOX WITH SOLID COVER. CARSON 1324C-158 READI46 -NATER" 'I-, FROM TOP OF OPERATING - NUT TO TOP OF Box GRADE ANGLE METE7J-42=05 2' MUELLEROR JAMES J 2' MIN CLR 2" P E TUBING, CTS----�.� (ASTM 2737-P.E 3408) BRONZE SADDLE -- JAMES JONES J-998 Y P.E TUBING, CIS (ASTM 2737-P.E.3406) MOM 7/22/99 VAUGHN WATER COMPANY TYPICAL r LONG WATER SERVICE LTE: 12/15/93 PLATE No. 4A ErrH :e BAADER' DGTURBO n METER (LANDSCAPE ONLY) 2; BADGER RECOROALL COM ND METER 2 BADGER BRONZE DISC METER MODEL 170 TOTALTIJNQ Ir CU. FEET [COMPANY'S D�CRElml STOP 825008 + REVISED: 7/22/99 VAUGHN WATER COMPANY WATER MAN TYPICAL 2" SHORT CL WATER SERVICE DATE: 12/15/93 PLATE No. 40 ♦ to - 6'660 8111),3 .-Zfi -�') p,12-31-01 `* ? 1 I ID %R, 18 '1 -2 -3 Yv\\ TEE 3/S* RENFS 0' ELL ANCHOR VERTICAL L: 'F SEND �. TEE I 45' ELL CROSS CROSS 22.5! ELL NOTES: I. ALL THRUST' BLOCK$ TO BE POURED AGAINST UNDISTURBED SOIL CONCRETE SHALL BE PLACED BEHIND BELL OF FI TING. 2. BEARING AREAS SHOWN IN TABLE ARE BASED UPON ALLOWABLE SOIL PRESSURE OF 1500 psf. 3. CONCRETE SIR0401H SHALL BE 2000 PSI AT 2S DAYS MINIMUM *REQUIRES CALCULATION THRUST BLOCK SCHEDULE BASED ON 2000 PSI CONCRETE & 1500 PST: SOIL BEARING REDUCER REDUCER AREA F='D THRUSTBiOdC SUE 12X10 BEARING AREA (SQ. Fr.) 1 VAUGHN WATER COMPANY r TEE OR PWG Sar ELL OR HYDRANT 43 IAL 225' ELL THRUST BLOCK SCHEDULE 3 2 2.1 1 3 7 4 2 7 S 11 8 3 DATE 11/5/91 PLATE NO. 7A THRUST BLOCK SCHEDULE BASED ON 2000 PSI CONCRETE & 1500 PST: SOIL BEARING REDUCER REDUCER AREA F='D THRUSTBiOdC SUE 12X10 5.56 sf. 2A'X2.4' 100 9.32 of. 3.1;0.1* 1 12X8 sf. 3S .5 10X8 4.43 al. 2.1 1 106-7.37 sf. I 7 8X8 al. I DRIVE APPROACH o 3' MIN, Xf I PLAN VIEW f VALVE ANCHORS I _F3' MIN. 9416-11, PLAN VIEW V� ARFA REQ'D THR oCK 2 16.59 a f i'X .1' 10 11.51 sf. 3.4X3.4' 1/e THICK MINIMUM. 7.38' s f 2. 6 4.15 sf. 2.1 1 I NOTES: 1. ALL. THRUST BLOCKS TO BE PEED AGAINST' UNDISTURBED SOIL CONCRETE $HALL BE PLACED BEHIND BELL. OF RrTING. z BASED IMN ALLOWABLE �L UIN RE OF 1500 Pf 3. CONCRETE SYRENGTH SHALL BE 2000 PSI AT 28 DAYS MINIMUM EXISTING - SURFACING 3/8' REWCN ORCHORRODS :z 8W NG AREA MUST BE SQUARE TO 8�.. TRENCH BOTTOM Ate, N N.rs. CONCRETE 1/4' EXISTING SURFACE UT AFTER FRAME SEr TO GRADE I wore: THIS. CONDITION IN NOT PRL.. VAUGHN WATER COMPANY ONLY PLACE SEWER LATERAL A80NE WATER IF THERE IS NO OTHER ALJERNA7IVE. WATER MAIN CROSSING BELOW SEWER LATERAL DATE: 12/15/93 1PLArE No. 10A 1. DIMENSIONS TO BE SAME FOR ALL SZES OR TYPES OF OPENINGS. 2. CONCRETE MAY BE DELETED ON ROAD MDA STREETS UPON APPROVAL OF INSPECPDR. 3. CONCRETE TO BE CLASS A' (SIX SACK). 4. CONCRETE TO BE BARRICADED FOR THREE DAYS AFTER POURING. CONCRETECURE TO 5 SECTION 00-7 'CURING ICONt�xtE'IT•." OF THE MOST RECENT COUNTY -/CITY STANDARD SPECIFICATIONS EDITION PLAN N.T.S. Zr... ''!P1... NOTE: IT IS PREFERABLE TO PLACE THE SEWER LATERAL BTsL�EL WATER PIPES AND SEPERAIE THEM BY AT LEAST 12'. THIS DETAIL Turn WATER WHEN P LATERA. IS CLOSER THAN NOTES 1. DIMENSIONS TO BE SAME FOR ALL SIZES OR TYPES OF OPEN ING& 2. CONCRETE MAY BE DELETED ON ROAD MIX STREETS UPON APPROVAL OF INSPECTOR. 3. CONCRETE TO BE CLASS 'A' (SIX SACK). 4. CONCRETE TO BE BARRICADED FOR THREE DAYS AFTER POURING. S. CONCRETE CURE TO BE IN ACCORDANCE WITH SECTION 90-7 ''CURING CONCRETE' OF THE MOST RECENT 0OUMICITY STANDARD SPECIFICATIONS EDITION. S. USE CHRISTY 836 UTIUTY BOX WITH 836-610 COVER FOR 2' SERVICE USE CHRISTY B9 UTILITY BOX WITH B90 LD FOR 1' SERVICH. OF AMY& ,- W DOSHNa sU ACE FRAME LSr WCUT MTOGRADEGRADE 8` ION WATER MAIN INSTALLED OVER BUT WITHIN 12' OF CROSSING SEWER LATERAL. MINIMUM 4' CLEARANCE BETWEEN PIPES. a A3' a - CL. 150 PSI WATER PIPE SHALL BE INSTALLED AS SHOWN HEREON. MOTQALYTHREADED BY V (J .WITHPROS.S.S.S. SCfm CA waw waT PrPE wnHT wml stlosE txAMP PLASUC FAM UNDZVW4 D 1390 CASGrO. 3 1HOdC SiE71 CA99TO 2' MN. 2' LMT. WTSO 2' TNRTJIDED taqu :C rtem D taSLTT 9� 13ao Ura-PIaN9E � PVC MUNICIPAL WOR PIPE tY►91NG SPACERS Tc AS ReQUIRED TO CLEAR DRIVEWAY �y AM �yy� tp"�p�������� i0- -1 Q BEL BELL. VLA► 200 = .N.GifM{ O VI1.�TT'1" DRIVEWAY M99MW1 LxEAR�M CHAT T 1/e THICK MINIMUM. THTtUSr BLOCK DRIVE APPROACH o RJMiVE CATE VALVE, TIP. VALVE RISERS SHALL BE S" P.V.C. 3 WITH CHRISTY 0-5 CONCRETE VALVE BOX WITH CAW IRON LTD TO READ "WATER'. .12/15/93 VAUGHN WATER COMPANY GATE VALVE INSTALLATION DRIVEWAY (NO CURB RETURN) DA'I'S 11/5/91 PLATE No. SC MOTQALYTHREADED BY V (J .WITHPROS.S.S.S. SCfm CA waw waT PrPE wnHT wml stlosE txAMP PLASUC FAM UNDZVW4 D 1390 CASGrO. 3 1HOdC SiE71 CA99TO 2' MN. 2' LMT. WTSO 2' TNRTJIDED taqu :C rtem D taSLTT 9� 13ao Ura-PIaN9E � PVC MUNICIPAL WOR PIPE tY►91NG SPACERS Tc PUu-oN CA91NG Ew seeLs W RH SS WEEL �y AM �yy� tp"�p�������� i0- -1 Q BEL BELL. VLA► 200 = .N.GifM{ O VI1.�TT'1" /FASMWD �ST�N�N�lt CLAMP& END SEALS SHALL BE M99MW1 LxEAR�M CHAT T 1/e THICK MINIMUM. NOTES¢ 1. STMT. CASINO SHALL BE RISS M USING THE BORE .TACK AND/QR ROM METHOD. 2. PULL PENEMATNQ WELDS SHALL. SE USED TO JON! COW SWnDNS 3. CASING SPAOM SHALL BE INSTALLED AT 5Fr. INTERVAS OR AS RBOOMM67M BY THE PIPE MAN *VIM IN ANY CASE MWIM JOINT DEFlACnON $PAL4. CARE SHALL 9E EXE DURING NBU83AIM IN OROETt 70 PROVEN DAMAGE TO PIPE AND BELL. a. CONTRwm SHALL FouAw PIPE INSTALLATION PRCLSDURS As OErma BY THE PIPE MANUFACTURE. E SSMIN. rAWNE93 STEEL PIPE � SCHEDULE WATERFOR WAMETER PIPE I SIP£ A 8 NM M tD OR COLUMN C FOR tib a OWING SPAOW / 'B' O.D. COUPLHNi / i► O.D. PVC PIPE 0900 PVO MUNCPAL WATER PIPE CLASS 200 NVAI zj�wmv4\'p'A/ L T COP, RECT ICAB`� DATE __ y QQ "2© �02 I I - L 1J L I-.:. t7b I~- i � QJ�5 m AUNMBW. A-2224 24 CLEAR 01 IRAFRc COMER Mc r ABOVE ON0. .SURFACE NAM - COMPAQ DTO 90 • .,,�. r BRONZE GATE VALVE r W. slm. PPE CLASS it AAG. BASE COMPACtEtI 73 9OX REL 0ET4 n 1 i NI 112"x3/18' ANO NOTES 1. 700 AWURE PRO At PRW 0 WM IM SEAL FOR FRAME TO PPE 2 < CRONTAKE M MANHOLE & AIR RELEMIE VALVE PVC VITIEON $O AS 70 NOT PLACE O(CE5S LOADS ON & CONIWIOR: VERFI TFNEAD AND SIZE CONFKilIRA1TKM1 OF CORPORA W STOP WITH SUPPLIER 4, AM 1430 AN RELS= WLYE SHALL 8E EPDXY UNIM EPDXY SHALL BE AN APPROVED LNNB SYSTEM AS REQUM BY VAL" WATER COMPANY. SEE PACE 8 OF V.W.O. WATER STANDARD& NOTE ALL STEEL PIPE, VALVES, & FITTINGS SHALL BE EPDXY LINED AND COATED IA.W. AWWA C213. PIPELINE & VALVES TO BE SIZED BY ENGINEER PRIOR TO INSTALLATION. RING 9' OU15DE OF SIM AMY FROM fMpE. 16 OETAM *jr 24 C" V RCP APCA 1460 AIR RELEASE WL%4 MAY SLAPS UP TO 4S 7 Ir WIN. TOP OF PM b TO BOTIOM OF RCP L4 Cm V RCP & BEND ANGLE TO IRE TO PIPE WNL. W 0 T ERs\ CHRISTY 0-5 OFIRISTY B1730 VALVE BOX & UD UTiUTY BOX & UD lir r Li II III #c� ° ° M - - -- 5' DETECTOR CHECK VALVE DCK TYP. VWC PRIVATE SECTION A -A N.T.S. A .FDC (BY OTHERS) CHECK VALVE 2iTS NOTE THIS CONDITION IS NOT PREFERRED. ONLY PLACE SiORM DRAIN ABOVE WATER iF THERE IS NO OTHER ALTERNATIVE REVISED: 7/20/99 1 AUiAIMiRA A-2224 24' CLEVE 0 TRAFFIO COVER & AC PAVING - , NATIVE - COMlV � �..- r BRONZE WE VALVE r NY. stm. PPE Ile FOR O NWA 8 ALM PIPELINE AUGNMEAT or w" wm COww FOR INSTALLATION N PAVED AREAS 1 12'x1 S 2'z3_ /OD/8' liTsit*0 i. CONTRACTOR: VERIFY BMW= OF PIPE & FTIrIItE TO ASSURE PROPER RT AND PROAM WATER 7W SEN. FCR FRAME 10 PPE 2. CONTRACTOR: TAKE CARE TO PROTBCT FW OURNG CONSTRUCTION OF M#M= & AN RELEASE WAX IN $o AS TO NOT PLACE EXCESS I= ON 3. CONIRACIDR: VERIFY THREAD AND SIZE DOlF1fM" OF CORPORATION STOP WITH SUPPLER 4. AM 1450 AR RFIEARE VALVE SHAD. BE EPW I.M. EPDXY OWL TE AN APPROVEI) UNNGS SYSTEM AS wAM N� SEE PAW CONCRETE RING 9' OUl= OF PPE WALL, nl: '. i WITH PAVING 24' CLASS V RCP APCO 1490 AMT RF3FASE WVLVE4 MAY SIAPE UP 70 49 - 7tr MN. TOP OF PPE 10 BOTOMTOF RCP I04911AU. CORPORATION STOP BETWEEN 45' & 7S FROM VERTICAL GREEN JUMBO PLASi1C METER WITH SOLID COVER. CARSON READING 91WAT133t" FROM TOP OF C NUT TO TOP OF OR JAMES JONES J-4205 �--CORPORATION STOP 1 1/2' MUEIMR 823008 BRONZE SADDLE JAMES JONES J-996 NOTE: IT IS PREFERABLE TO PLACE THE STORM VAUGHN Ii ALM COMPA DRNN 9BI.47� WATER PIPES ANT) SEPEEATE THEM BK AT LF.A.ST 12'. THIS DETAIL WATER MAIN CROSSING 12 I" WHEN SMRM WATER PPE. DRAIN IS CLOSER THAN LESS ABOVE STORM DRA DATE: 7/12/99 PLATE No. ' \ tI� METER"FAA �& 1 1/2' METER 1 1/2' BADGER RECORDIALL COLO WATER. TOP TER MODEL 10. 20 i DBRONZE DISC- 1/2 TOTALIZING IN CU. FEET EOOMPAWS DISCRETIOFQ 1 1/2* 2�� �crs (ASYM P"SED: 7/22/99 VAUGHN WATER COMPANY TYPICAL 1 1/2" LONG WATER SERVICE iiE: 3/5/98 PLATE No. 14A • 1WWBM OF PVC PPQ' IIW EDRWN tMNEU. PVC PIPE AS90GMATION. DALLA86 TDOW& GREEN JUMBO PLASM METER BOX WITH SDLJD COYER. CARSON 1324 READING *WATER' FROM TOP OF 0 NUT TO TOP OF ANGLE MEM STOP 1 1/2' Mu8jim 02fV OR JAMES JONES J-�� ! METER F1ANOE01�At j \':1 1/2' METED 1/r BADGER t7EcoRDAtI COLD WATER. 1 1 r P.E. TUBING. MODEL 1120 RD TT-ER1 1/2 (ASN 2737-P.E. 3408) TOTALIZING IN CU. FEET ECOMPA s DISCRERONI 11 1�1lON STOP /2'MMUEIER 823008 0 + REVISED. 7/22/99 BRONZE JON�DLE 998 VAUGffid WATER COMPANY JAMES WATER -9"oG TYPICAL 1 1/2" SHORT PVC CL -150 WATER SERVICE DATE: 3/5/98 PLATE No. 148 �Q y ui N0.35473 EXP. 9-30-03 AS 11 -, t 1; L T CORRECT00000. %'y�� -5UO V141)3 ALLOIWA S LAHM MA BMW FDR PRESSURE CLASS PMN" 0900) N 20 I= LENGINS ( - 890 Pei, E - JIMOOD Peij "16 SIM in. 4 6 8 10 12 OR 14 (PC 200) 00, in. 4.800 8.900 9.050 11.100 13.200 to 0.05 N1ncnK 400726 0 0.418 11.200 11-2* 6 In.4 12.982 53.82 198.5 385.4 717.9 M. in. Mia. 4,167 12434 28.021 5ii 952 $7.018 Rth in. Cmin.) 1.200 1.72.5 2.283 2775 3,300 RD. fk CCmin) 100 144 /� 231 275 157 2 a. A 3A 2.312.1 30 P IOW. 8170 170 370 880 Ratio Rb/Do 250 250 250 250 250 ORl�� 1�) 00,8w 4.800 8.900 9.050 11.100 I&= 0.406 OAM 9.792 041n. 4f 7.884 1. 8 L IDA 12552 33.82 158.5 385.4 7179 M. in. b& 4428 10.183 22.947 42,383 71.187 Rb. in 1.200 1.725 2.283 2.775 3.300 l,00 8 100 180 44 180 1 d g eases) 1.5 5.0SO .2 o owm $.7 4.0 &0 2.3 21 A. WL 20 70 140 2111 480 [Do 'LL+O 250 230 2W 250 2,f' 0 100) 4ram, 101 .100 130Aw .tIN 004 0.2893 08.644 Di. ir1 4.382 8.314 8.282 10.158 12.080 6 tn.4 7.792 33.25 98.33 22LS 419.0 M: I& IbL 2.587 7,709 17,384 32.072 53,939 R4. in. (min.) 1.200 1.725 2.283 2,775 3,30o RLr, n n>�$ IOD 144 ISO 231 273 157 4; 1210 e 4,00 38..00 Z5 A 24 17 12 11 9 PROO Rb/0* � � � 250 � • 1WWBM OF PVC PPQ' IIW EDRWN tMNEU. PVC PIPE AS90GMATION. DALLA86 TDOW& GREEN JUMBO PLASM METER BOX WITH SDLJD COYER. CARSON 1324 READING *WATER' FROM TOP OF 0 NUT TO TOP OF ANGLE MEM STOP 1 1/2' Mu8jim 02fV OR JAMES JONES J-�� ! METER F1ANOE01�At j \':1 1/2' METED 1/r BADGER t7EcoRDAtI COLD WATER. 1 1 r P.E. TUBING. MODEL 1120 RD TT-ER1 1/2 (ASN 2737-P.E. 3408) TOTALIZING IN CU. FEET ECOMPA s DISCRERONI 11 1�1lON STOP /2'MMUEIER 823008 0 + REVISED. 7/22/99 BRONZE JON�DLE 998 VAUGffid WATER COMPANY JAMES WATER -9"oG TYPICAL 1 1/2" SHORT PVC CL -150 WATER SERVICE DATE: 3/5/98 PLATE No. 148 �Q y ui N0.35473 EXP. 9-30-03 AS 11 -, t 1; L T CORRECT00000. %'y�� -5UO V141)3