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865u_wtWATER & SEWER PLANS FOR TRACT GENERAL NOTLO' FOR CONSTRUCTION OF WATER PIPELINES VICINITY MAP t�/�rE/g Q�,g�riry- Esrl,�/9rE Qi - 8° P,V,C. C-900----------------------------914 L,F, Q - 1' WATER SERVICE LATERAL W/METER BOX W-0070_39 EA, Q ---- 8' GATE VALVE ------------------------------- -1 EA. Q5 - B CAP ---------------------------------------1 EA, ® ---- i' A,V,&A,R, PER W-0460----------------------1 EA,, 0 - 8. 45' ELBOW ---------------------------------4 EA, STD, FIRE -HYDRANT PER W-0580 -----------------¢ EA,zL l? 4PBLOWOFF PER W-0214------------------------1 EA, ® ---- TWRUSTBLOCKS PER W-1570----------------------5 EA, r 45rAI-L ei-UF 96r(09FcrrV*Ve ,-fARK6U---- 4- eA, APPROVED BY WES'T'ERN MUNICIPAL WATER DISTRICT F CONSTRUCTION G17 c.vic ENG' N !t CE 4621¢ DATE VOID AFT 1 YEAR FROM THIS DATE J INDEX MAP SCALE: 1"-100' LEGEND PROPOSED WATERLINE EXISTING WATERLINE OR BY OTHERS GATE VALVE, TAPPING VALVE _41 EXISTING GATE VALVE ' TEE, FLANGED ELBOW 90 , FLANGED BLIND FLANGE t ' ,CROSS FLANGED- L �JL ( HOT TAP REDUCER, FLANGED, ECCENTRIC TYPE EXISTING REDUCER WATER SERVICE CA.T64ZAL. WLTR tdAVTEK SaX PER W-,06713 BLOW -OFF VALVE AISSEMPLY "- Fes 530. NO. WA -(7[4.3B T T EXISTING BLOW -OFF VALVE ASSEMBLY AIR VACUUM & AIR RELEASE VALVE ASSEMBLY PER STD. DWG. NO. ( WA -027.18 ) L EXISTING AIR VACUUM &AIR RELEASE VALVE 1 STANDARD FIRE HYDRANT ASSEMBLY PER STD. OWG. NO. ( WA -033.8 ) ` -fTt EXISTING FIRE HYDRANT CO DE P SEWER MANHOLE OLEANOUT WITH B" RISER / SEWER LATERALS SHALL BE 4 V.C.P. UNLESS OTHERWISE INDICATED. EXACT LOCATIONS OF WYESAND 1. SEWER SYSTEM SHALL BE CONSTRUCTED BY THE DEVELOPER FOR DEDICATION TO WESTERN MUNICIPAL :t. WATER SYSTEM111MALLSECONSTRUCTED BY THE DEVELOPER FOR DEDICATION TOWESTERNMUNtOtPAL WATER 2+36.0 CURB FACE AT EACH SERVICE LATERAL LOCATION AND A STEEL ROD Oft STAKE SHALL BE INSTALLED AT THE DISTRICT. CONSTRUCTION, MATERIALS, TESTINGAND INSPECTION VALLCOWLY WITH WESTERN MUNICIPAL 2+41.0 END OF EACH SEWER LATERA- TO ASSIST IN LOCATING AT LATER DATE. WATERDISTRiCr$ STANDARDS. THE INSTALLATION SHALL MEET OR QED THE REOUIREMENTSOF ALL PUBLIC \ of -9. MUNICIPAL WATER DISTRICT'S STANDARDS. THE INSTALLATION SHALL MEET OR EXCEED THE REctumom"s AGENCIES HAA+ING JURISDICTION AND THE AMERICAN WATER WORMS ASSOCIATION (AW.W.A) STANDARDS. j/ SERVICE LATERAL TO ASSIST WITH FUTURE LOCATION. TAPE SHALL BE PLACED AT LEAST Ir ABOVE THE PIPE FAILURE TO MEET' THESE REQUIREMENTS WILL BE CAUSE FOR REJECTION. OF THE PUBLIC AGENCY (CITY OR COUNTY) HAVING JURISDICTION, THE CURRENT EDITION OF THE S , - 2, CONSTRUCTION OF THE WATER SYSTEM SHALL NOT COMMENCE UNNL A FINAL MAP HAS BEEN RECORDED BY 10. ALL SEWERS SHALL BE BALLED, AIR TESTED AND VIDEO INSPECTED PRIOR Tfl ACCEPTANCt THE DISTRRCT:. RIVERSIDE COUNTY AND THE DEVELOPER'S ENGINEER HAS CERTIFIED THAT ALL STREETS ARE CONSTRUCTED It. SURFACE IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE RECONSTRUCTED BYTNE TO FINAL GRADE. WATERLINES SHALL BE INSTALLED AFTER CONSTRUCTION OF CURB & GUTTER, SEWER, STORM 3+99.0 a, DRAIN, AND PRIOR TO THE PLACEMENT OF CROSS -GUTTER% SPAND L -S, AND PAVING. 12. S. PIPE, FITTINGS, VALVES AND APPURTENANCES SHALL BE OF THE PIPE PRESSURE CLASS (NOT W.W.P. CLASS) CAUSE FOR. REJECTION. SEWER PIPE SMALL BE EXTRA STRENGTH VITRIFIED CLAY PIPE (VCP) +,LESS ! SHOWN ON THE PROFILE OF THESE PLANS. (NOTE: CAST IRON FITTIN✓ $ SHI&L NOT BE ALLOWED.) 13. ANY REVISIONS TO THESE DRAWINGS MUST BE APPROVED IN WRITING BY WESTERN :MUNICIPAL WATEROISTRT. OTHERWISE APPROVED BY THE MANAGER OF ENGINEERING. 14. 4. MINIMUM COVER OVER PIPE SHALL BE 48 INCHES. WHEN THE WATERLINE ENCOUNTERS AN OBSTRUCTION AND ' - CROSSING OVER THE OBSTRUCTION WILL RESULT IN LESS THAN 48" OF COVER OVER THE WATERLINE, THE AS -BUILT SEWER WATER LATERAD 15, THE CONTRACTOR IS ADVISED THAT THE WORK ON THIS PROJECT MAY INVOLVE WORKING IN A`CONFINW AIR+ WATERLINE SHALL CROSS UNDER THE OBSTRUCTION (MIN. 6 CLEARANCE). BYRNERSIDECOUNTY ANOTHEDEVELOPERS ENGINEER HAS CERTIFIED THATALL STREETS ARE CONSTRUCTED SPACE, CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH "CONFINED AIR SPACE",: ARTICLE 108, 10 5.99.0 6+16.0 CONTRACTOR SMALL SHORE ALL TRENCHES AND CONDUCT ALL CONSTP�ICTION IN ACCORDANCE WITH ' .: CAL -OSHA REQUIREMENTS AND SHALL DETERMINE DEPTH AND LOCATIOFI OF EXISTING UNDERGROUND 31 CONTRACTOR SHALL SHORE ALL TRENCHES AND CONDUCT ALL CONSTRUCTION IN ACCORDANCE WIT ' FACILITIES PRIOR TO TRENCHING, OPEN TRENCH AT ANY ONE TIME SHALL BE LIMITED TO 500' ALONG ROAD 12 6+68.0 RIGHT OFWAY AND SHALL BE BACKFILLED AND COMPACTED At THE CONCLUSION OF EACH DAY. BACKFILL CAL -OSHA REQUIREMENTS AND SHALL DETERMINE DEPTH AND LOCATION OF EXISTING UNDERGROUND 6+94.0 -SHALL SE COMPACTED TO THE GREATER OF 50% RELATIVE DENSITY, EQUIVALENT TO THE SURROUNDING 7+09.0 7+12.0 GROUND, OR TO THE REQUIREMENTS OF THE AGENCY HAVING: JURISDICTION. (CONTACT UNDERGROUND 7+04.0 \ SERVICE ALERT •.1-800.422-4133 PRIOR TO ANY EXCAVA TOR ) 7+69.0 it, PIPE SHALL BE HANDLED SO AS TO PROTECT PIPEATALL TIMES AND SHALL BELAREFULLY BEDDED TFfl'PROVIDE Ilk' 1+9-0 CONTINUOUS 99#1AINGAND TO PREVENT UNEVEN SETTLEMENT. PIPE SHALLBE'PROTECTED AGAINST FLOTATION SERVICE ALERT - 1-800-4224433 PR16R TO ANY EXCAVATION.) 7+84.0 AT ALL TIMES. OPEN EMS SHALL BE SEALED AT ALL TIMES WHEN CONSTRUCTION IS NOT IN PROGRESS. 11+229.0 4. PIPE SHALL BE HANDLED SO AS TO PROTECT PIPE AT ALL TIMES AND SHALL BE CAREFULLY BEDDED TO PROVIDE 8+54.0 da^, 7. PIPE JOINTS SHALLNOT BE DEFLECTED AT ANY ANGLEGfA1)Si THE MAXIMUM ANGLE RECOMMENDED CONTINUOUS BEARING AND PREVENT UNEVEN SETTLEMENT. PIPE SHALL BE PROTECTED AGAINST FLOTATION 8+64.0 BY THE RPE CTURER. ALL WELD JOINTS SWALL BE MS+U „ R?AS& 9+25.0 8, TAPS ON PIPELiNB " BE INSTALLED PER DISTRICT S7ANDATIDS APPR6VED IN THE FIELD BY WMWD " ' 4+-38.0 INSPECTOR TIONS TO STING W.M.W,D. PIPELINES TO , , L11 ONLY BY WESTERN IS NOT IN PROGRESS. y 9-+-35.0 MUNICIPALW It TAICT FORCES AND SHALL BE AT DEVELOPER CONTRACTOR TO FIELD VERIFY 9+48.0 9+48.0 BOTHHORIZON*, VERTICAI LOCATIONS OF EXISTINGWATERF!ThiCONSTRUCTION. 9+33.0 m 9-+-20.0 9+13.0 t TEST PR8,$ ^ L BE 150% OF PIPE CLASS RATING {LE.: CLASS X25 PSI TEST), SHALL BE UNDER 22 ' CONTR3UCUS IN ON, AND SHALL BE IN ACCORDANCE WITH 1 •ki STANDARD PROCEDURE. 8+47.0 to, SURFACE : §DAMAGED AS A RESULT OF THE C* TOWS OPERATIONS SHALL BE 8+12.0 t RECOMMALIO IrD )i THE CONTRACTOR TO THE REQUIREMENTS )F T, AGENCY HAVING JURISDICTION. 7+69,0 11. FIRE HYDRANTS ANDAIR VALVES TO BE LOCATED PER AGENCY HAVING AOSDIOTtON. 7+96.0 ` ^ t2. WATER METERS TOLOCATED IN THE FIELD AS DIRECTED BY THE =DEVEOPER AND APPROVED BY W.M. W. D. 7+26.0 '! A'W` SHALL. BE IMPRINTED ON CURB FACE AT EACH SERVICE LATERAL (IiNtTER) LOCATION. 26 e , 7+01.0 6+71.0 4 1& CONTRACTOR SHAUL PLACE 14 GA SOLID COPPER LOCATOR WIRE WITHH14L C900 PVC PIPE TO ASSIST WITH 6+17.0 °1,.. FUTURE LOCATION. 4AAE SHALL BE PLACED AT LEAST 8" ABOVE THE PftBUT NOT DEEPER THAN 4' FROM 6+05.0 28 PROPOSED FINISHED GRADE 4+06.0 3+84.0 4+91.0 29 14; THE DEVELOPER SHALL PROVIDE ONE SET OF PRINTS SHOWING ALL "AS -BUILT" CONDITIONS INCLUDING THE ' ^. 'STATIONING OF SERVICE LATERAL CONNECTIONS AS A CONDITION OF FINAL. APPROVAL. 3+11.0 1S, ANY REVISION TO THESE DRAWINGS MUST BE APPROVED IN WRITING BY WESTERN MUNICIPAL WATER DISTRICT. 3+32.0 t&, THE CONTRACTOR IS ADVISED THAT THE WORK ON THIS PROTECT MAY INVOLVE WORKING IN A CONFINED AIR 2+72.6 2+71.0 $PACE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH "OONFINED AIR SPACE", ARTICLE 108, " 2+55.0 TITLE 8, CALIFORNIA ADMINISTRATIVE CODE, 2+60.0 33 2+01.0 2+01.0 y 2+16.0 r 1 +90.0 1+90.0 1+80.0 1+8!10 35 1+75.0 1+75.0 1+62.0 1+62.0 36 WATER CERTIFICATION' t ; , I CERTIFY THAT THE DESIGX(i' THE WATER SYSTEM IN TRACT Iii. 2$328 i 37 1+28.0 AS.IN ACCORDANCE -WITH TH9*ATER SYSTEM EXPANSION PLANS OF THE- HE 1+23.0 1+23.0 WESTERN WESTERN MUNICIPAL WATEiI 01STRSCT AND THAT THE WATER SERVICE, STORAGE . 1 < 1+07.0 AND DISTRIBUTION SYSTEM: V%L BE ADEQUATE TO PROVIDE WATER SERVICE TO 1+12.0 39 SUCH TRACT. THIS CERTIFIC;ION DOES NOT CONSTITUTE A GUARANTEE THAT ^�l 0+52.0 0+49.0 ^ IT wmz, SUPPLY WATER TO TRACT AT ANY: SPECIFIC QUANTITIES, FLOWS i OR ORESSURES F. FIRE PR 1C i`^Y OTHER PURPOSE. ------------------s -- Gev L BNOII4ETvRy.;. .. _ . DATE -. BENCH MARK: A BRASS DISK STAMPED ML86 1971 IN TOP OF CONCRETE POST 3' ABOVE GROLM 1.9 MILES SOUTHEAST OF THE INTERSECTION OF LA SIERRA AND VICTORIA AVE- TO A 'T' INTERSECTION OF LA SIERRA AND A PAVED DRIVEWAY, 100 FEET SOUTHWEST OF THE INTERSECTION. 6 FEET MORIN OF P-P.i 1843987, 2 FEET EAST OF A MARKER POST. ELEV. - 1111.020 Underground Service Alert Call : Toll Free 1-800 422 4`33 48 Mass Blot You Dig VICINITY MAP t�/�rE/g Q�,g�riry- Esrl,�/9rE Qi - 8° P,V,C. C-900----------------------------914 L,F, Q - 1' WATER SERVICE LATERAL W/METER BOX W-0070_39 EA, Q ---- 8' GATE VALVE ------------------------------- -1 EA. Q5 - B CAP ---------------------------------------1 EA, ® ---- i' A,V,&A,R, PER W-0460----------------------1 EA,, 0 - 8. 45' ELBOW ---------------------------------4 EA, STD, FIRE -HYDRANT PER W-0580 -----------------¢ EA,zL l? 4PBLOWOFF PER W-0214------------------------1 EA, ® ---- TWRUSTBLOCKS PER W-1570----------------------5 EA, r 45rAI-L ei-UF 96r(09FcrrV*Ve ,-fARK6U---- 4- eA, APPROVED BY WES'T'ERN MUNICIPAL WATER DISTRICT F CONSTRUCTION G17 c.vic ENG' N !t CE 4621¢ DATE VOID AFT 1 YEAR FROM THIS DATE J INDEX MAP SCALE: 1"-100' LEGEND PROPOSED WATERLINE EXISTING WATERLINE OR BY OTHERS GATE VALVE, TAPPING VALVE _41 EXISTING GATE VALVE ' TEE, FLANGED ELBOW 90 , FLANGED BLIND FLANGE t ' ,CROSS FLANGED- L �JL ( HOT TAP REDUCER, FLANGED, ECCENTRIC TYPE EXISTING REDUCER WATER SERVICE CA.T64ZAL. WLTR tdAVTEK SaX PER W-,06713 BLOW -OFF VALVE AISSEMPLY "- Fes 530. NO. WA -(7[4.3B T T EXISTING BLOW -OFF VALVE ASSEMBLY AIR VACUUM & AIR RELEASE VALVE ASSEMBLY PER STD. DWG. NO. ( WA -027.18 ) L EXISTING AIR VACUUM &AIR RELEASE VALVE 1 STANDARD FIRE HYDRANT ASSEMBLY PER STD. OWG. NO. ( WA -033.8 ) ` -fTt EXISTING FIRE HYDRANT CO DE P SEWER MANHOLE OLEANOUT WITH B" RISER / SEWER LATERALS SHALL BE 4 V.C.P. UNLESS OTHERWISE INDICATED. EXACT LOCATIONS OF WYESAND 1. SEWER SYSTEM SHALL BE CONSTRUCTED BY THE DEVELOPER FOR DEDICATION TO WESTERN MUNICIPAL LATERALS ARE TO BE ESTABLISHED IN THE FIELD PRIOR TO INSTALLATION. AN "S" SHALL- BE IMPRINTED ON THE -. 2+36.0 CURB FACE AT EACH SERVICE LATERAL LOCATION AND A STEEL ROD Oft STAKE SHALL BE INSTALLED AT THE WATER DISTRICT. CONSTRUCTION, MATERIALS, TESTING AND INSPECTION SHALL COMPLY WITH WESTER( 2+41.0 END OF EACH SEWER LATERA- TO ASSIST IN LOCATING AT LATER DATE. 3 \ of -9. MUNICIPAL WATER DISTRICT'S STANDARDS. THE INSTALLATION SHALL MEET OR EXCEED THE REctumom"s , j/ SERVICE LATERAL TO ASSIST WITH FUTURE LOCATION. TAPE SHALL BE PLACED AT LEAST Ir ABOVE THE PIPE 3+00.0 OF THE PUBLIC AGENCY (CITY OR COUNTY) HAVING JURISDICTION, THE CURRENT EDITION OF THE S , - BUT NOT DEEPER THAN 4' F M THE HE PROPOSED FINISHED GRADE. � '/ 10. ALL SEWERS SHALL BE BALLED, AIR TESTED AND VIDEO INSPECTED PRIOR Tfl ACCEPTANCt THE DISTRRCT:. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOKI, AND THE AMERICAN SOO iYCiR It. SURFACE IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE RECONSTRUCTED BYTNE 3+71.0 3+99.0 TESTING AND MATERIALS (ASTM) STANDARDS. FAILURE TO MEET ANY OF THE ABOVE RECUIREMENTS-Nd6d. 4+06.0 12. -- - --- CAUSE FOR. REJECTION. SEWER PIPE SMALL BE EXTRA STRENGTH VITRIFIED CLAY PIPE (VCP) +,LESS STATIONING OF SEWER LATERAL CONNECTIONS AS A CONDITION OF FINAL APPROVAL ; 7 13. ANY REVISIONS TO THESE DRAWINGS MUST BE APPROVED IN WRITING BY WESTERN :MUNICIPAL WATEROISTRT. OTHERWISE APPROVED BY THE MANAGER OF ENGINEERING. 14. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF BACKWATER VALVES, WHERE ASGUIF 5�f : #4 ,;, 2. CONSTRUCTION OF THE SEWER SYSTEM SHALL NOT COMMENCE UNTIL A FINAL MAP HAS BEEN RECORDED 5+47.0 AS -BUILT SEWER WATER LATERAD 15, THE CONTRACTOR IS ADVISED THAT THE WORK ON THIS PROJECT MAY INVOLVE WORKING IN A`CONFINW AIR+ e BYRNERSIDECOUNTY ANOTHEDEVELOPERS ENGINEER HAS CERTIFIED THATALL STREETS ARE CONSTRUCTED SPACE, CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH "CONFINED AIR SPACE",: ARTICLE 108, 10 5.99.0 6+16.0 TO FINAL GRADE FOR CURB AND GUTTER. ' 11 6+34.0 31 CONTRACTOR SHALL SHORE ALL TRENCHES AND CONDUCT ALL CONSTRUCTION IN ACCORDANCE WIT ' 6+29.0 12 6+68.0 6+89.0 CAL -OSHA REQUIREMENTS AND SHALL DETERMINE DEPTH AND LOCATION OF EXISTING UNDERGROUND 6+94.0 3\ 7+09.0 7+12.0 FACILITIES PRIOR TO TRENCHING. OPEN TRENCH AT ANY ONE TIME SHALL BE LIMITED TO 500' ALONO ROAD 7+04.0 \ 1+49.0 7+69.0 RIGHT OF WAY AND SHALL BE BACKFILLED AND COMPACTED AT THE CONCLUSION OF EACH DAY. (CONTACT 7+74.0 Ilk' 1+9-0 7+89.0 SERVICE ALERT - 1-800-4224433 PR16R TO ANY EXCAVATION.) 7+84.0 16 11+229.0 4. PIPE SHALL BE HANDLED SO AS TO PROTECT PIPE AT ALL TIMES AND SHALL BE CAREFULLY BEDDED TO PROVIDE 8+54.0 17 - l3+69,0 8+69.0 CONTINUOUS BEARING AND PREVENT UNEVEN SETTLEMENT. PIPE SHALL BE PROTECTED AGAINST FLOTATION 8+64.0 \ 0+09:0 9+25.0 AT ALL TIMES. OPEN ENDS OF INSTALLED SEWER PIPE SHALL BE SEALED AT ALL TIMES WHEN CONSTRUCTION.- , 19 4+-38.0 9+38.0 IS NOT IN PROGRESS. y 9-+-35.0 20 9+48.0 9+48.0 9+30.0 9+33.0 CAUT/ON I E)(101N! AV WATER PIiE L/NE AND TELEMMY C88LE P90-rECT /A/ PLACE 11 5. PIPE JOINTS SHALL NOT BE DEFLECTED AT ANY ANGLE GREATER THAN THE MAXIMUM ANGLE RECOMMENDED BY THE PIPE MANUFACTURER. �3 6. CONNECTIONS TO EXISTING W.M.W.D. SEWER LINES SHALL NOT BE ACCOMPLISHED UNLESS DISTRICT j INSPECTOR 1S PRESENT. THE DISTRICT MAY ELECT TO MAKE THE CONNECTION AT THE EXPENSE OF THE DEVELOPER. CONTRACTOR TO FIELD VERIFY BOTH 190RIZONTALAND VERTICAL LOCATIONS OF EXISTING SEWER LINES PRIOR TO CONSTRUCTION. 7. BACKFILL SHALL BE COMPACTED TO THE GREATER OF 90% RELATIVE DENSITY, EQUIVALENT TO THE SURROUNDING GROUND, OR TO THE REQUIREMENTS OF THE AGENCY HAVING JURISDICTION. y 8. SEWER LATERALS SHALL BE 4 V.C.P. UNLESS OTHERWISE INDICATED. EXACT LOCATIONS OF WYESAND AS -BUILT SEWER 7 LATERALS ARE TO BE ESTABLISHED IN THE FIELD PRIOR TO INSTALLATION. AN "S" SHALL- BE IMPRINTED ON THE -. 2+36.0 CURB FACE AT EACH SERVICE LATERAL LOCATION AND A STEEL ROD Oft STAKE SHALL BE INSTALLED AT THE 2+41.0 2+41.0 END OF EACH SEWER LATERA- TO ASSIST IN LOCATING AT LATER DATE. 3 \ of -9. UNLESS WANED BY THE DISTRICT, 2" WIDE METALLIC LOCATOR TAPE SHALL BE PLACED WITREICH .SEWERAND 2+82.0 3 SERVICE LATERAL TO ASSIST WITH FUTURE LOCATION. TAPE SHALL BE PLACED AT LEAST Ir ABOVE THE PIPE 3+00.0 2+33.02+93.0 BUT NOT DEEPER THAN 4' F M THE HE PROPOSED FINISHED GRADE. � J 10. ALL SEWERS SHALL BE BALLED, AIR TESTED AND VIDEO INSPECTED PRIOR Tfl ACCEPTANCt THE DISTRRCT:. 3+44.0 It. SURFACE IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE RECONSTRUCTED BYTNE 3+71.0 3+99.0 CONTRACTOR TO THE REQUIREMENTS OF THE AGENCY (CITY OR COUNTY) HAYING JURISDICTION. 4+06.0 12. THE DEVELOPER SHALL PROVIDE ONE SET OF PRINTS SHOWING ALL AS -BUILT" OONDITIONS INCLUDING THE 4+19.0 4+14,P_1\ STATIONING OF SEWER LATERAL CONNECTIONS AS A CONDITION OF FINAL APPROVAL ; 7 13. ANY REVISIONS TO THESE DRAWINGS MUST BE APPROVED IN WRITING BY WESTERN :MUNICIPAL WATEROISTRT. i , S 14. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF BACKWATER VALVES, WHERE ASGUIF 5+41.5 PER UNIFORM PLUMBING CODE, SECTION 409, AND PER WMWD STD. W-1120. 5+47.0 AS -BUILT SEWER WATER LATERAD 15, THE CONTRACTOR IS ADVISED THAT THE WORK ON THIS PROJECT MAY INVOLVE WORKING IN A`CONFINW AIR+ e 5+58.0 SPACE, CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH "CONFINED AIR SPACE",: ARTICLE 108, 10 LOT 1t PLAN STA. SEWER AS -BUILT SEWER ULAN STA. WATER AS-IIUTLT WATER 1 2+36.0 2+18.4 2+41.0 2+41.0 2 2+55.0 2+76.6 2+64.0 2+82.0 3 3+00.0 3+00.0 2+33.02+93.0 4 3+39.0 3+39. 0 3+44.0 3+34.0 5 3+71.0 3+99.0 3+80.00 4+06.0 6 4+19.0 4+19.0 4+14,P_1\ 4+14.0 7 4+30.0 4+30.0 4+31.0 4+31.0 8 5+24.0 5+41.5 5+19.0 5+47.0 9 5+63.0 5+63.0 5+58.0 5+58.0 10 5.99.0 6+16.0 5+94.0 6+22.0 11 6+34.0 6+34.0 6+29.0 6+29.0 12 6+68.0 6+89.0 6+63.0 6+94.0 13 7+09.0 7+12.0 7+04.0 7+04.0 14 1+49.0 7+69.0 7+44.0 7+74.0 15 1+9-0 7+89.0 7+84.0 7+84.0 16 11+229.0 8+49.0 8+24.0 8+54.0 17 - l3+69,0 8+69.0 8+64.0 8+64.0 18 0+09:0 9+25.0 9+04.0 9+30.0 19 4+-38.0 9+38.0 9+35.0 9-+-35.0 20 9+48.0 9+48.0 9+30.0 9+33.0 21 9-+-20.0 9+13.0 9+25.0 9+18.0 22 8.1-52.0 8+77.0 8+47.0 8+82.0 23 8+12.0 8+12.0 8+07.0 8+07.0 24 7+69,0 7+91.0 7+64.0 7+96.0 25 7+26.0 7+26.0 7+21.0 7+21.0 26 6+76.0 7+01.0 6+71.0 7+06.0 27 6+17.0 6+11.0 6+12.0 6+05.0 28 3+89.0 4+06.0 3+84.0 4+91.0 29 3+49.0 3+49.0 3+44.0 3+44.0 30 3+11.0 3+27.0 3+06.0 3+32.0 31 2+76.0 2+72.6 2+71.0 2+67.6 32 2+30.0 2+55.0 2+21.0 2+60.0 33 2+01.0 2+01.0 2+W0 2+16.0 34 1 +90.0 1+90.0 1+80.0 1+8!10 35 1+75.0 1+75.0 1+62.0 1+62.0 36 1+47.0 1+56.0 1 +57.0 1+5T.0 37 1+28.0 1+28.0 1+23.0 1+23.0 38 0+87.0 1+07.0 0+82.0 1+12.0 39 9+63.0 0+52.0 0+49.0 0+47.0 TITLE 8, CALIFORNIA ADMINISTRATIVE CODE. rzvy SEWER CERTIFICATION' I CERTIFY THAT TIIE DESIGN OF THE SEWER SYSTEM: IN TRACT NO. i B3 Z� IS IN ACCORDANCE WITH THE SEWER SYSTEM EXPANSION PLANS OF THE WESTERN MUNICIPAL WATER DISTRICT AND THAT TIIE WASTE DISPOSAL SYSTEM )S 4D£QUA TEAT TRIS TWE TO TRE A ED WASTES FROM THE PIWP06ED TRACT. 0104 ENGINEER, RCE 44 /? _ DATE _ SEWER QUANTITY ESTIMATE ?D. B' V . C . P .--------------------------------- 9/9...5' o- 21 4' V.C.P. 22 4' X S' WYE ------------------------------- �---23 MANHOLE ( PER W-lo7D)---------------- Oill9/YHOLE (TEY/79//YUS Prr W- !49©)------- I E 0 - rRwTY t9P RIVERSIDE IhlSTALL BAC.ICWA.T€R VALVE ®N L-.Ci"5 t 3,g�9�13-1 I -f ER >APITMENT OP 14EALTH av 11 77 8 SEWER MAIN _ n G� Ile- .� .> ww,..�, a ...a.._,.� :z co ///J' 4' HOUSE LATERAL {- SY! un A/Ie�Em ir! �- EXISTING B' SEWER MAIN APPROVED BY ! 6Y: PATE , I " Q �e '���, iVIL - \� ' MATe 1 REVISIONS �L>NrJE"6 Yalew gev fff.LoL. A%L6vGfF<2) 49 ® REV. "I'R- No. FROM. TR. 23)56�$iNAM15 5111,7-7 V -• r DATE: REGISTERED CIVIL ENGINEER NO ROAD COMMISSIONER ISIDE COUNTY, CALIF Cffiunmsaker &Assod ates, Inc. ning • Engineering • Surveying t are Hugbes • Irvin, Caljyomia 92718 • (714) 583-1010 SCALE BENCH MARK. DRAWN BY SEE LEFT C>4111 -m C \. I- I I I z� IF coal 1°' APPROVED FOR WESTERN MUNCIPAL' - ©@i:� ESS1 WATER DISTRICT FOR CONSTRUCTION re 7 I0/vll -mN'G 1 re -as. 4&,Zls PATEo �Vil�� VOID AFTER ONE YEAR FROM THI' DATE _; , Huncaker & Associates, Inc. :.'!YrF m�s'e,i, R ��,. o Plcsnttf *Engineering •Su n P R3,„ 2--,�'�9,�.. 7%irree Hughes • Iruine, California 92718 • (714) 583-1010 APPROVU-1 BY: <�SEE S/�EET /YO/ PLOT PI RE 14 : O `d DATE W-MwWM - Rt:Y FH� LOG �'AOGE.fJ f/;. C2 � 3I14/s� CZEV. -M. NO. FROM 't'R. Z3156 .... 5% 14'7 ....- _ � J J�:3'� ice"' .e'"�t%' '.�, rte" t'i?'!'G'" // �G' 4G�" 3,�164A �/. �2' 30. d/' .•. _ .— Ai?/S" 8 C>4111 -m C \. I- I I I z� IF coal 1°' APPROVED FOR WESTERN MUNCIPAL' - ©@i:� ESS1 WATER DISTRICT FOR CONSTRUCTION re 7 I0/vll -mN'G 1 re -as. 4&,Zls PATEo �Vil�� VOID AFTER ONE YEAR FROM THI' DATE _; , Huncaker & Associates, Inc. :.'!YrF m�s'e,i, R ��,. o Plcsnttf *Engineering •Su n P R3,„ 2--,�'�9,�.. 7%irree Hughes • Iruine, California 92718 • (714) 583-1010 APPROVU-1 BY: <�SEE S/�EET /YO/ PLOT PI rw' h. p�\niY Pt-.A.tv.41B. i., jo:IF -I EEX. =. aW PEYEL E GOWTRACTORI C-40mom"m wrrh wrTH w. M. ty p iN6PEifoR •r.ry vJ( Y�wh / Afawyl" sPaC.Y 17 /rc /5 '3 C/.9CL1r cv N �N p p hl-� G � e� + do Op Aja s 0 21 'y' l 5.af' `0 O �. IZ • �. ��C R.9p0.00 L�304. � a \11 r( 47 002 A Lup gip. 0 .St " INSTAL C B °GAP Tf1RuST 13LOck, / "A.R. ¢° A-V P" W- 4X60 AND #" OldwoAc eFe W- e,2/rf T 'Coll � B OFES N0.1 M61 v/#rie)? 6✓yYEhI /.5 IVOT 5 .4 PMer of T#/5 sof CAL* REVISIONS: DATE wmmm ac, 'DaWr. A RO D K_ E✓. F q. A--vraw A-PPEp off5rr6 5 5 2A -S 28 5/t/dry REGISTERED CIVIL ENGINEER NO. DATE: Lt 217E Iza/e,. TIcsI i Qc1�IRIG®v b o% FOR ROAD COMMISSIONER s, RIVERSIDE COUNTY, CALIF. DATE: SCALE: f•I�F/`� /'Op' BENCH MARK: DRAWN 9Y: iYATE".9 CroeorAE G0.9T�' Q v 'IF oyo etio 0 \Z� 2 r 47 002 A Lup gip. 0 .St " INSTAL C B °GAP Tf1RuST 13LOck, / "A.R. ¢° A-V P" W- 4X60 AND #" OldwoAc eFe W- e,2/rf T 'Coll � B OFES N0.1 M61 v/#rie)? 6✓yYEhI /.5 IVOT 5 .4 PMer of T#/5 sof CAL* REVISIONS: DATE wmmm ac, 'DaWr. A RO D K_ E✓. F q. A--vraw A-PPEp off5rr6 5 5 2A -S 28 5/t/dry REGISTERED CIVIL ENGINEER NO. DATE: Lt 217E Iza/e,. TIcsI i Qc1�IRIG®v b o% FOR ROAD COMMISSIONER s, RIVERSIDE COUNTY, CALIF. DATE: SCALE: f•I�F/`� /'Op' BENCH MARK: DRAWN 9Y: iYATE".9 CroeorAE G0.9T�' Q v 'IF z TRACT NO. 18325 COUNTY OF RIVERSIDE WATER r a SEWER yPL.ANS n O. IF OR: ,l. P R404r- 4D l we. 1`.9. J 9.3, To. - 14T2 \q 0 ,3D 0+08.00 = /+73.89 BALL 8"A8"A8" r€E 08„ y ANP THkdSr Bcxk . X ' o .4 z ir, 4 b /B 9.3, To. - 14T2 \q 0 ,3D 0+08.00 = /+73.89 BALL 8"A8"A8" r€E 08„ y ANP THkdSr Bcxk . X ' o .4 z ir, 4 N /B E a z 9.3, To. - 14T2 \q 0 ,3D 0+08.00 = /+73.89 BALL 8"A8"A8" r€E 08„ y ANP THkdSr Bcxk . X ' o .4 z ir, 4 N /B a, PB p J� /+47D4 REMOVAL OF E X. 8" B. F CONN TO EY.6"C.ML. OA ./V 6Y <.,,� k�y'�� DEt�Fr-O/�FRS G^NiRACTOR, GOdItDiNFfYE \ 0 6) �\� , a ,�U'�_ WriH W. M. wD. 1ni5pECr#R j`yEET /YO Z s m0. ©© COtiIST. M.1l 40 s I.A.LZ �v9TE,4f sEs�-E,� ��9/�s ' xR0 , • : 501lTX T.99CT /YO. /7Z/s-3 r J, N a wo y�r�G lo!poew 4r1loT cG a - No Ell 5 YS TEM /5 NOT CoINSTRuGTEO AS o4 REVISIONS: WESTERN MUNICIPAL WATER. I ZL /Q'FV. Hf. Lo z . 1 *rrw vol- D fft i YEAR raw THIS DATE I w Zee 'C�2 / n%/ \ 4fl3 q.+ O5 INSTALL 5%.Y T -E &ATE VAL\/E �,Af AND-mevs➢' 6 • a�LK `�. o4. A-}s�.oS Bp A,44 k 1 z�,9 • N sB'OO �J % 4 /2 /5 e vSr,9 e" CAP rH?U57 8(0ck, 1" A.R.l A.V. PER W -0460 qN0 4" &LOWLI�F OF TH/5 P14AI o�F2 w-°21¢ D�ITEw.M.w.V �� I*� ' A�iP OVAD #: DATE: I1 APPROVED C",� �? NO. 17061 m Exp.fill �9 or Cr,t'b`DQ .. REGISTERED CIVIL ENGINEER NO. 04 r:�lsrwa-nc�l EXplizEs �/3DI� LJ FOR ROAD COMMISSIONER DATE: 9 RIVERSIDE COUNTY, CALIF 3/ � 9 G Hunsaker ��&{neerbw � Amocfrates.,, Inc. ong Ti.+ree Hesgl5m +'Jnt w, CuiifomO 92718 • (714) 583-1010 ; BENCH MARK: SCALE /" _ �' naAwm ov .iE� XlWle-% /YO/ TRACT NO. 2832.8 COUNTY OF RIVERSIDE WATER a SEWER PLANS FOR J. V. P1804E Ca. We. I F.B a o .4 z TRACT NO. 2832.8 COUNTY OF RIVERSIDE WATER a SEWER PLANS FOR J. V. P1804E Ca. We. I F.B a QAO TRACT NO. 2832.8 COUNTY OF RIVERSIDE WATER a SEWER PLANS FOR J. V. P1804E Ca. We. I F.B a