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962oo_wtJ:ai SEM 1. SEWER SYSTEM CONSTRUCTION AND MATERIALS Wa BE IN ACCORDANCE WITH 04WS STANDARDSAND SPECIFICATONS. 2. GRAVITY SEWER PRORI F ELEVATIONS ! FLOW LINE (CONDUIT 3. CONTRACTOR SHALL INSTALL VCP SEWER EXCEPT WHERE SPECIFICALLY DESIGNATED ON E STANDARDS AND SPECIFICAIRINS. 4. MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH STANDARD DRAWINGS 1 S° i THROUGH MANHOLESTHE E USED AS A FORMOR THE INVERT. 5. ALL LATERALS AN ;N—SITE CLEANOUT IN ACCORDANCE MAINLINESTANDARD DRAWING SB -52 IN ADDITION, FOR LATERALS SERVING INDUSTRIAL AND/pR COMMERCIAL DENEIOPMENTS, THE REQUIREMENTS FOR SAMPLING AND' R PRETREATMENT FACILITIES SHALL BE DETERMINED BY CONTACTING MWD9 SOURCE CONTROL DIVISION AT (951) 928-3777, EXT 6203. CLEANOUTS, WHEREat FOR ON CONSTRUCTED OR, . , STANDARD DRAWING 7. PRIOR TO CONSTRUCTION OF R SHALL EXPOSE EXISTING SEWER AND VERIFY ITS DUSTIZEENACT00NNTRW LOCATION. WHERE CONNECTING TO EXISTING MANHOLES AND INLET STUB OF PROPER SIZE EXISTS, NO ALTERATIONS BE MADETO EXISTING MANHOLE BASE OR STUB EXCEPT AS SPECIFICALLY ;.• , BY EMWD. 8. ALL SEINER 4 s LEVEL WITH THE CROWN OF THE OUTLET PIPE. AT THOR PROJECTIONS TO THE MANHOLE 9. RECONSTRUCTION ! s SHALLBE SCHEDULED AT THE CONVENIENCE OF EMIND AND SHALL BE COMPLETED WITHIN FIVE WORKING DAYS FOLLOWING ITS COMMENCEMENT r SEWER LATERALS SHALL BE ODNSMUCTED IN ACCORDENCE LOCATIONS OF WYES AND LATERALS, WHERE NOT SHOWN ON THE PLANS, ARE TO BE DETERMINED 1 PRIOR TO CONSTRUCTION TO MISS DRIVEWAYS. LATERALS ARE TO BE 4' IN DIAMETER UNLESS OTHERWISE SHOWN ON PLANS. CDNNWRON OF NEW LATMU To EXISTING SEWER ARE To BE PER srmm DRAWING WORKING11. THE CONTRACTOR IS ADVISED THAT THE WORK ON THIS PROJECT MAY INVOLVE ! ! AIR SPACE. CONTRACTORRESPONSIBLE FOR CONFINED #° TITLE 8, CALIFORNIA1 O 12. WHERE GROUNDWATER IS M! - t ALL VCP PIPE SHALL BE TREATED FOR ABSORPTION RESMANCE PER EMWDS SPECIFICATIONS. SB -157, SB -158 AND WOME k+iW :%0. MER WO • / ! • : as 'a' ! i !' ! STATE HEALTH CODE STANDARD. TRENCH REPAIR PER RIVERSIDE COUNTY STANDARD 818 3. OWNEROCgONTRACTOR SHALL BE eLE FOR REPLACEMENT/RELOCATION OF aPROJECT" ; SURVEYOR THE E)(ISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN FIELD BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECDRD OR NOT SHOWN ON THESE PLANS. } SOILS ENGINEER z SOUTHERN CAUFOFM GEOTECHNICAL O 22885 E, SAM RANCH PKWY, SUITE E C YORBA LINDA CA 92887-4624 o PHONE: (714) 685-1115 Q FAX: (714) 685-1118 ii U W w w INSTALL 60 P.V.C. C-900 DR -18 WATER PER DW STD. B-408 a INSTALL 4" P.V.C. C-9DD DR -18 WATER PER BW STD. 408 559 LF INSTALL 6'x4"x2– 2 1/2" SUPER ARE HYDRANT, PAINTED LIGHT BLUE PER EMWD STD. 0-517 Z INSTAL 10" DCDA PER EMWD STD 8-657 v n 3 EA 1" WATER SERVICE WITHOUT METER 7 EA 1 1/2" WATER SERVICE WITHOUT METER 2 EA U 9 EA LLJ tl) INSTALL 1" AV. PER EMWD STD, B-598 U INSTALL 12" FLANGED TEE 10 EA a c� INSTALL 120x4' FLANGED TEE z U 1 EA Q tr 6' RSGV s w LLJ 4" – 90° ELBOW 2 EA SITE UNTIL BELOW AGENCY IS NOTIFIED 1 EA HOT TAP 24" x 12" SADDLE OUTLET v OF INTENTION TO GRADE OR EXCAVATE � HOT TAP 8' x 6' TAPPING SLEEVE. o z I EA z 1 EA ABANDON EXIST. WATER SERVICE Q z � i } SOILS ENGINEER z SOUTHERN CAUFOFM GEOTECHNICAL O 22885 E, SAM RANCH PKWY, SUITE E C YORBA LINDA CA 92887-4624 o PHONE: (714) 685-1115 Q FAX: (714) 685-1118 ii U W INSTALL 12" P.V.C. C-900 DR -18 WATER PER EMWD STD. 8-408 z INSTALL 60 P.V.C. C-900 DR -18 WATER PER DW STD. B-408 a INSTALL 4" P.V.C. C-9DD DR -18 WATER PER BW STD. 408 559 LF INSTALL 6'x4"x2– 2 1/2" SUPER ARE HYDRANT, PAINTED LIGHT BLUE PER EMWD STD. 0-517 Z INSTAL 10" DCDA PER EMWD STD 8-657 10 EA LLJ 3 EA 1" WATER SERVICE WITHOUT METER 7 EA 1 1/2" WATER SERVICE WITHOUT METER 2 EA U 9 EA LLJ tl) INSTALL 1" AV. PER EMWD STD, B-598 U INSTALL 12" FLANGED TEE 10 EA INSTALL 12"x6" FLANGED TEE L INSTALL 120x4' FLANGED TEE 14 EA U 1 EA 12' RSGV 13 EA 6' RSGV 6 EA NO WORK SHALL BE DONE ON THIS LLJ 4" – 90° ELBOW 2 EA SITE UNTIL BELOW AGENCY IS NOTIFIED 1 EA HOT TAP 24" x 12" SADDLE OUTLET v OF INTENTION TO GRADE OR EXCAVATE 1 EA HOT TAP 8' x 6' TAPPING SLEEVE. 1 EA ABANDON AND REMOVE EX. FIRE HYDRANT ASSEMBLY. I EA INSTALL 6' BLOW OFF PER EWMO STD. B-357 1 EA ABANDON EXIST. WATER SERVICE 2 EA SUNSET i PERRIS < Q AV TOWN 0 POOLEY RD CENTER o Know wnaPs below. Q Call before voW dila, OWNER / APPLICANT FR CAL HARVILL ROAD, LLC C/O IDS REAL ESTATE GROUP 515 S. FIGUEROA ST., 16th FLOOR LOS ANGELES CA. 90071 PHONE: (213) 362-9312 RIVERSIDE COUNTY, CALIFORNIA I *FFSITE WATER AND SEWER IMPROVEMENT- PLANS FOR 6' I I I c STREET C/L w w CL' N FIRE HYDRANT MARKER N.T.S THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF HARVILL AVENUE BEING N 34'24'24' W AS PER PARCEL MAP NO. 28583 P.M.B. 191 / 3-5, IN THE UNINCORPORATED TERRITORY OF RIVERSIDE COUNTY, RECORDS OF COUNTY OF RIVERSIDE , STATE OF CALIFORNIA. a a°.�r s+ d «• ;S 1, •, + ;++1 :��. #, a-; I♦ OIDNCRETE , HEADNALL Z31 s•i`,i QM) DMIN 14AM Fr NOTE: PHASED SERVICE LATERALS DOMESTIC, IRRIGATION AND FIRE SERVICE LATERALS WILL BE INSTALLED IN PHASES. PHASE 1 SERVICES ARE LABELED AS SUCH ON THIS PLAN SET. ALL WATER SERVICES MUST BE CONSTRUCTED AT THE SAME TIME AS THE MAINLINE. WATER METERS AND BACKFLOW PREVENTERS ARE INSTALLED AS "FUTURE". DESCRIPTION REVISION NUEVO BUSINESS PARK PHASE II PARCEL MAP NO. 33530 WATER QUANTITY ESTIMATE SEWER QUANTITY ESTI DESCRIm INSTALL 12" P.V.C. C-900 DR -18 WATER PER EMWD STD. 8-408 154.2 LF INSTALL 60 P.V.C. C-900 DR -18 WATER PER DW STD. B-408 229 LF INSTALL 4" P.V.C. C-9DD DR -18 WATER PER BW STD. 408 559 LF INSTALL 6'x4"x2– 2 1/2" SUPER ARE HYDRANT, PAINTED LIGHT BLUE PER EMWD STD. 0-517 5 EA INSTAL 10" DCDA PER EMWD STD 8-657 10 EA INSTALL 8" DCDA PER EMWD STD B-657 3 EA 1" WATER SERVICE WITHOUT METER 7 EA 1 1/2" WATER SERVICE WITHOUT METER 2 EA 2" WATER SERVICE WITHOUT METER 9 EA 4' WATER SERVICE WITHOUT METER (2 EA) 78 LF INSTALL 1" AV. PER EMWD STD, B-598 1 EA INSTALL 12" FLANGED TEE 10 EA INSTALL 12"x6" FLANGED TEE 5 EA INSTALL 120x4' FLANGED TEE 14 EA INSTALL 6" FLANGED TEE 1 EA 12' RSGV 13 EA 6' RSGV 6 EA 4' RSGV 18 EA 4" – 90° ELBOW 2 EA e X 4' REDUCER 1 EA HOT TAP 24" x 12" SADDLE OUTLET 3 EA HOT TAP 16' x 4" TAPPING SLEEVE 1 EA HOT TAP 8' x 6' TAPPING SLEEVE. 1 EA ABANDON AND REMOVE EX. FIRE HYDRANT ASSEMBLY. I EA INSTALL 6' BLOW OFF PER EWMO STD. B-357 1 EA ABANDON EXIST. WATER SERVICE 2 EA SEWER QUANTITY ESTI DESCRIm C V.C.P. SEWER LATERAL PER BW STD. SB -177 30 LF 8" V.C.P. SEWER MAIN PER EMWD STD. SB -157 AND SB -158 AND SB -159 REQUIREMENTS. 1048 LF 10" V.C.P. SEWER PER EMWD STD. SB -157 AND SB -158 AND SB -159 REQUIREMENTS. 33 LF 48' PRECAST EXTRA–DEPTH MANHOLE PER EMWD STD. SB -53 WITH MANHOLE COVER AND FRAME PER EMWD STO. SB -61. 4 EA 4" V.C.P. SEWER LATERAL. PER EMWD STD. SB -177 (1 EA) 31 LF TE INTO EXISTING SEWER 3 EA 10' x 10" AC PAVEMENT PER EMWD. STD. SA -47. 100 SF ACCESS ROAD WITH 3" D.G. OVER 95% COMPACTED NATIVE 11757 SF PRIVATE ONSITE SEWER CLEANOUT PER SB -52 2 EA REQUIRED ON–SITE FIRE FLOW APPENDIX B c105.1 �t a• r RIVERSIDE COUNTY FIRE DEPARTMENT APPROVED BY: tai_ P c rIt,L+Efi+4S DATE 't /10 A 40 69 PROP COUNTY OF CITY OF ULT RLY RIVERSIDE PERRS RL4 f __ 37 37 nr 2' I 8' UVEKLAY PROP AC O'VER AB 15 15', PAVEMENT 9 EX. C&G N C EX Q C&G 2% ___4N CAPt 2,11 MAX COMPACTED UTILITY TRENCH SUBGRAaE o { 'w —EX. 12• WATER PROPOSED 8" SEWER NUEVO ROAD TYPICAL SECTION +i .i;: Ll+ii OF RESP NS : I HEREBY DECLARE THAT I AM THE ENGINM OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESKMLE CHARGE OVER DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE TUSINESS AND PROFESSIONS ME AND T14AT THE DESIGN iS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY EASTERN MUNIMN WATER DISTRICT IS CONFINED # A REVIEW ONLY ! DOES NOTOF WORK, OF MY RESP014SIBUTY FOR PROJECT DERGN. WIt + STENZELV R.C.E 111 56155 DATE Tfiienes Engineering, CIV7L ENGINEERING • LAND SURVEWNG 14349 FIRESTONE &OULEVARD LA M/RADA, CAUFORNIA 90638 N. rS PROP - '_ ___ 39' 1 39' 2' --28' 28'— z x a d� PROPOSED g A.G. OVER A.B. N,G,z ^ PAVEMENT 6° %N AX. 2:1 MAX _ PROP E'LY N.G. 2:1 MAX i SUBGRADE 5�-- ( + UTILITY TRENCH 1$.5'w UTILITY TRENCH o� a� STREET "X TYPICAL SECTION ii+ I i. ,n I,+Aiie AT fffiSr 48 HOURS PRIOR TO COMMENCING CONTRACTOR SKALL NOTIFY. 1. EASTERN a" DISTRICT FIELD °< DEPARTMENT a t 2. PERMIT AGENCY COUNTY OF r 3. UNDERGROUND SERVICE ALERT (USA) 8It .4.4 OR 811 4ALL OTHER AFFECTED AGENCIES THAT ARE NOTOF I., THE TIME LIMIT ,Ana: aq.ff_L . 1i+1[ CERTIFY DESIGN OF # . 33530 IS IN ACCORDANCE WITH THE EASTERN MUNICIPAL WATER DISTWVS SEWER SM CERTIFY DESIGN OF , , ACCORDANCEIS IN a EXPANSION OF ]EASTERN MUNICIPAL WATER DtSTRICr, AND THAT THE WATER SERVICE� STORAGE AND DISTRIBUTION SYSTEM WILL BE ADEQUATE TO PROVIDE WATER TO SUCH PROJECT. THe CERTIFICATIONDOM NOT t GUARANTEE THAT IT WLL SUPPLY WATER TO QUANTITIES,SUM PROJECT' AT ANY SPECIFIC FILDWS s,> PRESSURES #. FIRE PROTECTION OR ANY OTHER PURPOSE STERN MLMPAL iMkTM DOW DATE 6 id'ii�a7:c?Pats y�wSScy EASTERN MUNICIPAL NATER DISTRICT CIL It R.C.E NO 56155 l Exp 12-31-16 Q CM ENGIN SUBD1Visint-s DATE APPROVALS T N. T.S. SHEET INDEX SHEET 1 5 n 2 INDEX SHEET 3 'A' STREET - WATER PLAN AND LEMON AVE ja o 'A' STREET - WATER PLAN AND PROFILE 5 SEWER PLAN AND PROFILE 6 NUEVO ROAD -SEWER PLAN AND PROFILE 7 WEBSTER AVE & HARVILL AVE - 'CITRUS AVE N.T.S. u> RHODES AVE � T SUNSET PERRIS AV TOWN POOLEY RD CENTER VAN WAY z > V FLOWER LN e©LisEuM s 6 BOWEN RD SERF DA RD r ©� 140/NlTY MAP METZ RD Y 2% 70lI VSW 4 =4 AW 4 OEW TZ RD PROP - '_ ___ 39' 1 39' 2' --28' 28'— z x a d� PROPOSED g A.G. OVER A.B. N,G,z ^ PAVEMENT 6° %N AX. 2:1 MAX _ PROP E'LY N.G. 2:1 MAX i SUBGRADE 5�-- ( + UTILITY TRENCH 1$.5'w UTILITY TRENCH o� a� STREET "X TYPICAL SECTION ii+ I i. ,n I,+Aiie AT fffiSr 48 HOURS PRIOR TO COMMENCING CONTRACTOR SKALL NOTIFY. 1. EASTERN a" DISTRICT FIELD °< DEPARTMENT a t 2. PERMIT AGENCY COUNTY OF r 3. UNDERGROUND SERVICE ALERT (USA) 8It .4.4 OR 811 4ALL OTHER AFFECTED AGENCIES THAT ARE NOTOF I., THE TIME LIMIT ,Ana: aq.ff_L . 1i+1[ CERTIFY DESIGN OF # . 33530 IS IN ACCORDANCE WITH THE EASTERN MUNICIPAL WATER DISTWVS SEWER SM CERTIFY DESIGN OF , , ACCORDANCEIS IN a EXPANSION OF ]EASTERN MUNICIPAL WATER DtSTRICr, AND THAT THE WATER SERVICE� STORAGE AND DISTRIBUTION SYSTEM WILL BE ADEQUATE TO PROVIDE WATER TO SUCH PROJECT. THe CERTIFICATIONDOM NOT t GUARANTEE THAT IT WLL SUPPLY WATER TO QUANTITIES,SUM PROJECT' AT ANY SPECIFIC FILDWS s,> PRESSURES #. FIRE PROTECTION OR ANY OTHER PURPOSE STERN MLMPAL iMkTM DOW DATE 6 id'ii�a7:c?Pats y�wSScy EASTERN MUNICIPAL NATER DISTRICT CIL It R.C.E NO 56155 l Exp 12-31-16 Q CM ENGIN SUBD1Visint-s DATE APPROVALS T N. T.S. SHEET INDEX SHEET 1 TITLE SHEET 2 INDEX SHEET 3 'A' STREET - WATER PLAN AND PROFILE 4 'A' STREET - WATER PLAN AND PROFILE 5 SEWER PLAN AND PROFILE 6 NUEVO ROAD -SEWER PLAN AND PROFILE 7 WEBSTER AVE & HARVILL AVE - WATER PLAN IP 130041 "' PARCEL MAP NO. 33530 OFFSITE WATER AND SEWER IMPROVEMENT PLANS TITLE SHEET D-52382 962 00 Fug COUNTY fF­mVnX_-�,, PER U-34/51 \,�' D-14011, D-14012 EXISTING 15* V.C.P. SEWER Z PER D-34762 LEMON AVE T__ I I TI II Wm \CT.S. ITRUS AVE N. RHODES AVE r 100 V.C.P. SEWER UNE L r L PERRIS - - - - - - - - - - - - - SUNSET A TOWN 77 -4 r - --------------------- ---- --- ------------------- I \ GENIE - - - - - - \_ POOLEY RD RIVERSIDE COUNTY PRO EX. 24V CML&C WATER I -261-005 -11 WIS.- D/I P L APN 305 PER EMWD D I E� I EXISTING 25. E.M.W.D. WATER EASEMENT 61�5­7 t- -ji VAN WAY It LISE M WATER EASEMENT FLOWER LN CQ SHEET 5 �30WEN RD SERB DA RD c� MINITY MAP METZ RD -------- -- co Z'�) T"24 =WV 4 SXX MW 4 RD J. v 1�71 j PER EX Ile CMLAC W11 XIL do 0 e z'P X x J;2 CL < W 8 k W ANP At Y, 0: T Z5 V; Z PA < 'x /0 cli 0 to PER D-745 to it r B-51 In WW 4 f t U MJ_L i-IUJ PER 0-3418 MQ- IS CONNECT 'TO EX. MH. %.X tR 1-0 t I 'a, 1 11 , it It 587-v_x�.P I- San EX. 20 VIM WATER EASEMENT 16s PVC WL 1 EX I PER D-3441 R/I mP T 8 z W R/W 1l ii EX 0 EX 120 WATER Z PER 1)-744 T CIO 't kLPLIL EX o CL 0, 1W UL 04 16. Vuj 0 W 107 ZZ) MIN JZ i, llt re M.H. NO. 1 4 c. CL 61 m--- — -- ,,'`` t `. 'psN'p`� /% - ,� P/ i ' 'O e�'' I A > y I "'C4 PQCKey Zn cn j ai w °6' L1�� ' 11 1 { .��.��_ { L & m I A Is SERVICE W/O METER (8-590A) (PUBLIC IRR) is A.V. ma- FUTURE 3/4- METER (B-590) HOT TAP EXIST. 16* W WITH k 3/46 BACMOW q3 -597A) ra I PER PHASE Ix4* TAPPING EXP ----'--BY EMWD AT DeVnOPER'S EXPE116E 12" P.V.C. C-900 DR -18 1146 �& j WATER L DELW:8 N SEIM W/o METER (8-50). mm a _5AI is W/o M FURK �147 METER (8-590) rip 4: 'ryzu 3? (0-590) & (8-597A} It "58 8* DCDA 7, 7 ;rgr2 L SO LLJ PROP. co _R C" Ix Err. L < so 2 is SERVICE W/O METER (B -590A) (DOM) T:-] x -�N 7) 1" SERVICE W/O METER (B -590A) (DOM) 590) ER (B-591 PAR051 3, N FUTURE 5/8 - METER k0 8c'V1'M84CKFLM0EW' B-59 -59 r VI :E 7A) (DOM) I oj� Pm T136310 & 18s BACKFLOW (B PER PHASE 0 A 5, 10* [SDA PER PHASE 2 SEWER L R/W F V8-598 1W <✓7�&E I t rVIUKL I MULK &DVI) 6' B-0- PER PHASE 2 1 1 ' I 13�357 NORTH 12" P.V.C. C-900, DR -1 W 1 IJ 'F $ 10MI(i .1 1 & is BACKFLOW (151- 97A) Is C11 PER PHASE 2 WATER Pm \m -,7,30 1 st� � -------- LLJ El� I = Of 10" DCQA LAT. SEWER STUB WITIAt PLUG PROP. 80 VCP Qm m - b WM MAP ZD 040\ A �5 .0� SO 6. SEWER < D-35190 CL 2- SERVICE W/O METER DOM) PIL 8- 57) U FUTURE 1 1/2- -342 10 PROP ff X 30' EWMID SEWER ESMT1 piq-10.51 2 m _ ' ' 2 SCALE 03 4J2 is=1001 _p %, 1� - & I - BACKIFLOW (B -597A) 1/2 SEPARATE INSTRUMENT P L I PER PHASE 27 Ov PIN] 3-3-3-130 z_:: i 800(MAE PRIVATE 8 VCP SEWER ssssssssI . ...... -7 11 4 r H. NO. 2 SCALE I _10v I MIER SMM W/O MEIER (111-0 & B -3w W. 49 SERVICE W/O METER L�1-.993) QRR) SEWER r: 4 PAFIOE5L I RK 1 1 342) RJRK I I & 2fW 2 4 1 IIT BCOM (8-597A) PER PIMSE 2 FQRM RY-59AATA P.AA�1�IJE11 19 PER 1 0v Pm 3"3630 10* DCDA44 m 7 -�,2' SOW W/O ►METER 0-IM58 8-34 (DOM) ILI . - i 1 I' Of B-657) xj cii:"vv — — --- — — — — — — — — — — — — -- -342) — — — — — — — — —1-----------'----- — — — — — — — — A- WATER PER PHASE 2 Rmff 1 METER 8 > 24' & I/r " (B& -597g, SEE RIGHT PR SSURE ZONE 1705 HWL (D (D-14013) PER PHkSE 2 0 WATER AM SEM Appom By, IA U -30/U29 BY: L� NO WORK SHALL BE DONE ON THIS RNIERSIDE COUNTY FIRE DEPARTMENT SUBMITTEDCOUNTY OF RIVERSIDE C-) Z SITE UNTIL BELOW AGENCY IS NOTIFIED BENCH MARK BASIS OF BEARING ERSTE N MUNICIPAL WATER DISTRICT ul 0 3s 41 aw: C> OF INITENTIoN To GRADE OR ExcAvATE. TIMM#$ EnginMfll�g 517C. C-) 13-518 An III WI0. MMM MM SNEYOWS 00CWX W. *MY.W THE BEIIRINGS SHOWN HMON ARE R#VG - L4ND SUPPEMIG CML BNAGItiEE IP 130041 SID. WAS DISK STAMPED 600,37.68, 2.1 IN. NW &DING BASED ON THE CENTERLINE OF HNM.L RUJ49 f-7RESrOlVE BOULEVARD PARCEL MAP NO. 33530 CA < AVENUE BEING N 3424!24! W AS PER 1A MIAMOA CAUFORNbil 90638 __j ATCHISON, TOPEKA, AND SWA FIE RAILWAY FROM RAILROAD PARCEL MAP No. 2&r)83 P.M.B. 191 APPROVED R. NWO. 561 -0-37' 43-D-45 ' 4' < STATION AT PERRIS, 0.2 MIL SE OF ORANGE AVE, 28 FT. W 3-b, IN THE UNINDORPORNI'ED PX(714)521-4811 FAX(714)521-417J .p Expo. 12-341-1 ENGINEER OF SUBDIVISIONS DATE OFFSITE WATER AND SEWER co"' 43 L�l - A SK. 2 oF 7 Lu OF S BOUND LANE OF FIWY. 395, 53 FT. ME OF A.T. & S.F. TERRITORY OF RIVERSIDE ODUIM, I I IN rW DATE I IMPROVEMENT PLANS :> RAILROAD TWIa ON THE Top OF THE SOUTH END OF A 10' RECORDS OF COUNTY OF RIVERSIDE IIv 0 STATE OF CALIFORNIA.. APPR DATE DATE' ZYE01 Of X 16' CONCRETE C-SH.D. HEADWALL MARK DESCRIPTION Or APPROVALS INDEX SHEET o- Know what's below. DATE D-52383 r) 1�1 I C811 before you dig. I(= WPM W) affiTO = 14XM fT REVISION 962, 00 W/o ME8 (10-0 k 8A-342A}I pm 1- MEIER 1) 1 2, El 8" SEWER & Is HMO (8,-59t4 PER aW 0-34418 PLUIG MAND Mqk ti EX 18" PVC W/L D S LATEfIAL PER EX Ile CMLAC W11 XIL do 0 e z'P X x J;2 CL < W 8 k W ANP At Y, 0: T Z5 V; Z PA < 'x /0 cli 0 to PER D-745 to it r B-51 In WW 4 f t U MJ_L i-IUJ PER 0-3418 MQ- IS CONNECT 'TO EX. MH. %.X tR 1-0 t I 'a, 1 11 , it It 587-v_x�.P I- San EX. 20 VIM WATER EASEMENT 16s PVC WL 1 EX I PER D-3441 R/I mP T 8 z W R/W 1l ii EX 0 EX 120 WATER Z PER 1)-744 T CIO 't kLPLIL EX o CL 0, 1W UL 04 16. Vuj 0 W 107 ZZ) MIN JZ i, llt re M.H. NO. 1 4 c. CL 61 m--- — -- ,,'`` t `. 'psN'p`� /% - ,� P/ i ' 'O e�'' I A > y I "'C4 PQCKey Zn cn j ai w °6' L1�� ' 11 1 { .��.��_ { L & m I A Is SERVICE W/O METER (8-590A) (PUBLIC IRR) is A.V. ma- FUTURE 3/4- METER (B-590) HOT TAP EXIST. 16* W WITH k 3/46 BACMOW q3 -597A) ra I PER PHASE Ix4* TAPPING EXP ----'--BY EMWD AT DeVnOPER'S EXPE116E 12" P.V.C. C-900 DR -18 1146 �& j WATER L DELW:8 N SEIM W/o METER (8-50). mm a _5AI is W/o M FURK �147 METER (8-590) rip 4: 'ryzu 3? (0-590) & (8-597A} It "58 8* DCDA 7, 7 ;rgr2 L SO LLJ PROP. co _R C" Ix Err. L < so 2 is SERVICE W/O METER (B -590A) (DOM) T:-] x -�N 7) 1" SERVICE W/O METER (B -590A) (DOM) 590) ER (B-591 PAR051 3, N FUTURE 5/8 - METER k0 8c'V1'M84CKFLM0EW' B-59 -59 r VI :E 7A) (DOM) I oj� Pm T136310 & 18s BACKFLOW (B PER PHASE 0 A 5, 10* [SDA PER PHASE 2 SEWER L R/W F V8-598 1W <✓7�&E I t rVIUKL I MULK &DVI) 6' B-0- PER PHASE 2 1 1 ' I 13�357 NORTH 12" P.V.C. C-900, DR -1 W 1 IJ 'F $ 10MI(i .1 1 & is BACKFLOW (151- 97A) Is C11 PER PHASE 2 WATER Pm \m -,7,30 1 st� � -------- LLJ El� I = Of 10" DCQA LAT. SEWER STUB WITIAt PLUG PROP. 80 VCP Qm m - b WM MAP ZD 040\ A �5 .0� SO 6. SEWER < D-35190 CL 2- SERVICE W/O METER DOM) PIL 8- 57) U FUTURE 1 1/2- -342 10 PROP ff X 30' EWMID SEWER ESMT1 piq-10.51 2 m _ ' ' 2 SCALE 03 4J2 is=1001 _p %, 1� - & I - BACKIFLOW (B -597A) 1/2 SEPARATE INSTRUMENT P L I PER PHASE 27 Ov PIN] 3-3-3-130 z_:: i 800(MAE PRIVATE 8 VCP SEWER ssssssssI . ...... -7 11 4 r H. NO. 2 SCALE I _10v I MIER SMM W/O MEIER (111-0 & B -3w W. 49 SERVICE W/O METER L�1-.993) QRR) SEWER r: 4 PAFIOE5L I RK 1 1 342) RJRK I I & 2fW 2 4 1 IIT BCOM (8-597A) PER PIMSE 2 FQRM RY-59AATA P.AA�1�IJE11 19 PER 1 0v Pm 3"3630 10* DCDA44 m 7 -�,2' SOW W/O ►METER 0-IM58 8-34 (DOM) ILI . - i 1 I' Of B-657) xj cii:"vv — — --- — — — — — — — — — — — — -- -342) — — — — — — — — —1-----------'----- — — — — — — — — A- WATER PER PHASE 2 Rmff 1 METER 8 > 24' & I/r " (B& -597g, SEE RIGHT PR SSURE ZONE 1705 HWL (D (D-14013) PER PHkSE 2 0 WATER AM SEM Appom By, IA U -30/U29 BY: L� NO WORK SHALL BE DONE ON THIS RNIERSIDE COUNTY FIRE DEPARTMENT SUBMITTEDCOUNTY OF RIVERSIDE C-) Z SITE UNTIL BELOW AGENCY IS NOTIFIED BENCH MARK BASIS OF BEARING ERSTE N MUNICIPAL WATER DISTRICT ul 0 3s 41 aw: C> OF INITENTIoN To GRADE OR ExcAvATE. TIMM#$ EnginMfll�g 517C. C-) 13-518 An III WI0. MMM MM SNEYOWS 00CWX W. *MY.W THE BEIIRINGS SHOWN HMON ARE R#VG - L4ND SUPPEMIG CML BNAGItiEE IP 130041 SID. WAS DISK STAMPED 600,37.68, 2.1 IN. NW &DING BASED ON THE CENTERLINE OF HNM.L RUJ49 f-7RESrOlVE BOULEVARD PARCEL MAP NO. 33530 CA < AVENUE BEING N 3424!24! W AS PER 1A MIAMOA CAUFORNbil 90638 __j ATCHISON, TOPEKA, AND SWA FIE RAILWAY FROM RAILROAD PARCEL MAP No. 2&r)83 P.M.B. 191 APPROVED R. NWO. 561 -0-37' 43-D-45 ' 4' < STATION AT PERRIS, 0.2 MIL SE OF ORANGE AVE, 28 FT. W 3-b, IN THE UNINDORPORNI'ED PX(714)521-4811 FAX(714)521-417J .p Expo. 12-341-1 ENGINEER OF SUBDIVISIONS DATE OFFSITE WATER AND SEWER co"' 43 L�l - A SK. 2 oF 7 Lu OF S BOUND LANE OF FIWY. 395, 53 FT. ME OF A.T. & S.F. TERRITORY OF RIVERSIDE ODUIM, I I IN rW DATE I IMPROVEMENT PLANS :> RAILROAD TWIa ON THE Top OF THE SOUTH END OF A 10' RECORDS OF COUNTY OF RIVERSIDE IIv 0 STATE OF CALIFORNIA.. APPR DATE DATE' ZYE01 Of X 16' CONCRETE C-SH.D. HEADWALL MARK DESCRIPTION Or APPROVALS INDEX SHEET o- Know what's below. DATE D-52383 r) 1�1 I C811 before you dig. I(= WPM W) affiTO = 14XM fT REVISION 962, 00 16+00 15+00 14+00 13+00 LJ U 12• c-9 c = 21' W. OF C. LLJQ 0 1 Q �Q C.^LLJ ® i G <C. z z z JrYEj#t fr � 1 I LLj J 1 � w a Q s e r y v w J z 0- C� � Q � LL., x L t in v a C) Y NO WORK SHALL BE ©ONE ON THIS SITE UN71L BELOW AGENCY IS NOTIFIED U U OF INTEWTION TO GRADE OR EXCAVATE z o WATERLINE J d T T.117 w@ Know mars below. Q Call before dig. you q� { y n e i y i k � � z 5 F a a f . z i i S { 20' NO JOINTS 10' D.C. x419. PROFILE SCALE: r E f CDF pm VW = ? f HORIZ. — 1:40' e e e = VERT. — 1 — 4 16+00 15+00 14+00 13+00 LJ U 12• c-9 c = 21' W. OF C. LLJQ 0 1 Q �Q C.^LLJ ® i G <C. z z z PAF10�F::!r `2 Flj\/l `3 E;'00 q7 /-SEE DETAIL -B BENCH MARK I BASIS OF BEARING X IV N« Mi HEADWALL XM '29/ffift QM) UWN MUM FT Tm 12+00 REVISION L+0A L « « •:low DATE: -111 MV I (w FIRE SCALE: 1--=1 U" WATER CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT C1 W20*29* 1 460.00' 452.34' ) I LLj J 1 � w w v w J z 0- C� � Q � LL., w in v <c C) Y NO WORK SHALL BE ©ONE ON THIS SITE UN71L BELOW AGENCY IS NOTIFIED U U OF INTEWTION TO GRADE OR EXCAVATE z o J d w@ Know mars below. Q Call before dig. you PAF10�F::!r `2 Flj\/l `3 E;'00 q7 /-SEE DETAIL -B BENCH MARK I BASIS OF BEARING X IV N« Mi HEADWALL XM '29/ffift QM) UWN MUM FT Tm 12+00 REVISION L+0A L « « •:low DATE: -111 MV I (w FIRE SCALE: 1--=1 U" WATER CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT C1 W20*29* 1 460.00' 452.34' 246.35' YtF ����1'N7 Flint 0 20 40 80 120 SCALE:1 "=40' OFE {t R.C.E 1%1. 56155 Exp. 12-31-I6 Q 9��r C1 V 0- Qom? of C A��F EASTERN MUNICIPAL WATER DISTRICT CM ENGINEER OF SUBDIWSIONS DATE APPROVALS DETAIL - B (PARCEL 2) SCALE: 1"=10' COUNTY OF RIVERSIDE IP 130041 PARCEL MAP NO. 33530 OFFSITE WATER AND SEWER IMPROVEMENT PIANS "A" STREET STA. 10+25.27 TO STA. 15+50.00 D-52384 `"t (oz. UV I � CURIE V7 W I TANGENT W 56 20'29" 460.00'.1 452.34'246.35' U ` z INITIAL DATE I�eECT �' HARD. sTENZEL RCE N .56155 �a 6 Z I Q � w cn m o � � z o z z 0 Q 71 � z m �I Q w U z d c� w z w _ c� Cn U Of LLJ d O s NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED c OF INTENTION TO GRADE OR EXCAVATE v z 0 � < W (n tl Q 0 o > � Wa o Know whes below. 11fQc- Call before you dig. PARCEL W NO, 28583 PACE 191 i k 'a;°,, 4M) f 1475A6 FT DETAIL - D I WATER LINE TABLE LINE LENGTH BEARING 540.46' 1 N (r00'00' W j PJ\dJ `3'3�5 3 0 'A' ST WATER CURIE TABLE CURIE DELTA -1RADIUS LENGTH I TANGENT Ct 56 20'29" 460.00'.1 452.34'246.35' tMtE DETAIL - E 0 20 40 80 120 SCALE:1 "=40' RIVERSIDE COUNTY FIRE DEPARTMENT 12' DATE: _ -I /t8[t6 2" 14' & 1 m N 12' FxH RSGV i�. = • - = a ►I• • DETAL-E ( PARCEL - 5 } SCALE:1 "=10' 21+21.21 i DETAIL -K ( PAF SEL - 7 ) NAIL -C ( PARCEL - 6 ) SCALE:1 "=10' �'... _r T ienesFllt, 'IITEE'rilx), kc 0l141 ENG/NEERING • LAND SURVEM G 14349 RRESTONE BOULEVARD MIRADA, CALIFORNIA 9DS38 AK(714)521-4811 FAX(714)521-4173 F CLQ � ���° yt R.C.E. �� F 4 E y 12 56755 Exp. 72-31-18 \� OF C AL EASTERN MUNICIPAL L�LGt• ...ENGINEER WATER DISTRICT j"LA ;4�e C OF SUBDIVISIONS tMtE APPROVALS INITIAL DATE I�eECT �' HARD. sTENZEL RCE N .56155 SCALE:1 "=5' COUNTY OF RIVERSIDE IP 130041 PARCEL MAP NO. 33530 OFFSITE WATER AND SEWER IMPROVEMENT PLANS "A" STREET STA. 15+50.00 TO STA. 21+27.21 9G2 00 e - to 0 EX. WATER i PROPOSED 66" SO 10' x 10' AC w'xjj( �} ►�� +a" c.d. a ®I , �' \ PER PUBLIC SD PLANS P A 10+00. 00 tocotmi woo30 3 �� �-� �� \� `. REMOVE EX. SEWER AND I .z' �+ E5wl. R �`' . CONNECT TO EX. 10 V.C.P. SSR A rro • / t'� \\ 9+88.07 o sQrs#�iI ` 66 SO X-ING $ Simi BOT SO =1458.68 PIL r N o TM'u° f' \ TOP SWR= 1456.10 �- I �mDETAIL-G 20' W&E PRNA7E I i�� 9 j E +44.8D A• ST. P L lER E� j o 1, 1 16+52.25 A ST. PER PM. 33530 ma- EXISTING M.H. NO. 3 - - , PER D-34761 a 11 � S89'45!11'E a _ o L *-�9+45 _ r 1 -tom 10+46,63 �Q;kms 15' WIDE 3" THICK / 66 SO X-ING CLASS 2 BASE. BOT WTR= 14 39 o a� y PER SO PLANS TOP SD =1465.49 N ¢ o C L CL EX 24' CNLBC o Wye i D' ENTIRE BW EASEMENT SIVU BE I' 50 44.0' 23 ' ` • .0' 00M0--W-r3 DG 0 95% COMPACTED COUNTY OFRIVERSIDE AP°N. NO. 305-261 1 N,,L�. I ! PJ -\Ft CO I= 1 8 SSE RfGHT 0 20 40 80 120 PIMA S735SO "A" ST. SCALE:1 "=40' BASIS 01 1EARING IINCII MARK • f r e a3ir24!240 w As PERPARCEL MAP NO. 28W # S Mmim IT M V.C.P. SEWER LINE TABLE UNE # LENGTH ;n L1 31.14' N 89'45'52" W Q ;CL C4 r O II z I IT f [ w cn W � c z z z Ti t_ z � o � U W J t� Li ., w �Q s Li Ct U 21 0 ' z NO z S11 OF O z Q J Q � k LiLi U v Lj of iY Q to 0 EX. WATER i PROPOSED 66" SO 10' x 10' AC w'xjj( �} ►�� +a" c.d. a ®I , �' \ PER PUBLIC SD PLANS P A 10+00. 00 tocotmi woo30 3 �� �-� �� \� `. REMOVE EX. SEWER AND I .z' �+ E5wl. R �`' . CONNECT TO EX. 10 V.C.P. SSR A rro • / t'� \\ 9+88.07 o sQrs#�iI ` 66 SO X-ING $ Simi BOT SO =1458.68 PIL r N o TM'u° f' \ TOP SWR= 1456.10 �- I �mDETAIL-G 20' W&E PRNA7E I i�� 9 j E +44.8D A• ST. P L lER E� j o 1, 1 16+52.25 A ST. PER PM. 33530 ma- EXISTING M.H. NO. 3 - - , PER D-34761 a 11 � S89'45!11'E a _ o L *-�9+45 _ r 1 -tom 10+46,63 �Q;kms 15' WIDE 3" THICK / 66 SO X-ING CLASS 2 BASE. BOT WTR= 14 39 o a� y PER SO PLANS TOP SD =1465.49 N ¢ o C L CL EX 24' CNLBC o Wye i D' ENTIRE BW EASEMENT SIVU BE I' 50 44.0' 23 ' ` • .0' 00M0--W-r3 DG 0 95% COMPACTED COUNTY OFRIVERSIDE AP°N. NO. 305-261 1 N,,L�. I ! PJ -\Ft CO I= 1 8 SSE RfGHT 0 20 40 80 120 PIMA S735SO "A" ST. SCALE:1 "=40' BASIS 01 1EARING IINCII MARK • f r e a3ir24!240 w As PERPARCEL MAP NO. 28W # S Mmim IT M V.C.P. SEWER LINE TABLE UNE # LENGTH BEARNdG L1 31.14' N 89'45'52" W ui mi *COUNT( OF RIVERSIDE ENCROACMENT PERMIT FOR SEWER MAIN AND M.H. PERMT NO RIVERSIDE COUNTY DATE: pAjj 33530 - i R AP AL OF 2RIVERSI6� RIY— 7 A7 ST. I Lu by: TfMMS Engineering, A, CML ENGINEERING • LAAV SURWWNG 143.49 FIRESTONE BOULEVARD LA AIRADA CALIFORNIA 90638 PH..(714)521-4911 FAX(714)521-4173t/ 0 STENZEL RCE 56155 DATE N is N.T.S PROPOSED DRIVEWAY PER ST. PLM W=20' DETAIL -G N.T.S D-14011, D-14012 PER D-30163 C6 �` EX. 15' PVC SEWER PER D-34418 „C...\` J NUEVO RD. 11 III 0 20 40 80 120 SCALE:1 "=40' �4FESS�y * I R.C.E NO. 56155 u -s Exp. 12-31-16 Q OF C ALF EASTERN MUNICIPAL all40 I C4 r O II I IT W Ti 1----------- ,TER DISTRICT COUNTY OF RIVERSIDE .. 35 4l P 1300$1 W.O. 13-518 '-Z` ' PARCEL MAP NO. 33530 a DATE OFFSITE WATER AND SEWER OOM43-D-37 43-D-4 INITIAL DA IMPROVEMENT PLANS 5 `� "A" STREET STA. 10+00.00 TO STA. 10+33.14 D-52386 962 00 SEWER UNE TABLE LINE # LENGTH BEARING U 516.01' N 89'54'22" W L2 516,01' N 8545'89' W D-34419 9' N OF CL c OF INTENTION TO GRADE OR EXCAVATE 47 VARIES 8'-9' — AmakkAmmkilmak z 6 SEWER WT. LIT N OF CL -7. VAD REDIR WJS�0 R/W � ca n � ¢ �n jQ i j D =C Q Know what`s below. Call bOfOM YOU dig. Iii` { ; x es � fi s x 3 F u = PR • P FINISHED GRADE -� cd _. ° � - � ���1 "�I `; � '-� Wim_ - n._:�. �.».n-�.:_ a. iD � t#' STREET ton i PROPOSED. 9 GRADE . 6 r0 Ij OF STREET 3; 1 oleo f La 48 SO S= -Q07 4 r { £ VV r { E F } � i SfiA. 13+50.42 s a n 1 _ {�f ' EXIST. 48JU a { I x i s_ ! I s_ L=516.01 -81. V.C.P. SEWER UNE a- i � BEDDING PER SEI -157, 158 4 159 1 - 71i1C7177tiP1 PW 4 ` T PROFILE SCALE: < t - 4 L-516.01' -8' V.C.P. SEWER LINE ri eo ? SO'RIZ. - 1" = 40' [ CLASS 'B' BEDDING PER SB -157 158' & 159 _ v _ , VERT. - 1" = 4' 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 SEWER UNE TABLE LINE # LENGTH BEARING U 516.01' N 89'54'22" W L2 516,01' N 8545'89' W PA' Ft F_: -1 r a ° ` (STING r PVC_SEWER —_ �' ZI TSAR 81 6 STA. 19+48.70 c �� `� PIVI 33530 I r i �- EX. 18" SO RNG 8 SWR w w ir 1- 0 r�lll 33630 �- ce aA � r ` Ex�48"D� N 1�1,:L;'s m= h Z'i » o 3 POPOSEp 1' SERVE 0 METER (8-590A & B-658� �PUBLX IRR} OF B�SWR-��iD475169 ,E - 5 PER RCFG&WCD q c / cvcn N rz p �— �, EX. 30 SO � -1NG 8" SWR: P L �s w z c Q o , OT UNE IX. R FUTURE 3j4° METER (B-590) 14+91.� 1 �e DWG• NO. 4-950 wx— vov v a 6 SEWER CLEANOUT & 3/4- BACKFLOW (B-597A)EXTRA DEPTH MH NO. 1 PER RCFC & WCD DWG. NO. _ 7 iii _ I / w r Wit% "' y tf o PER SB -52 % PER PHASE1 PER SB -53 & SA -47 EX. R TOP 8 SWR � 4 3977 5 f8"- PVC WATER 0 L U aMd jj y +. �.j €tea nc�'n" 13+41.17 - - - - - - - - - - - ° r Ir+w w �r� 3r a oa x + PER ON-SITE UTILITY EX. STt M N cv eQ^ crnou nueIu / 4-9 %SHEET 4& 7 o PER 4� 9 1 a ■ �Slm L, — I PERRIS- - �a. 14+00 COLiNTY OF RIVERSID 15+00 0, 16+00 L 17+00 ULT. R W 13+50.42 \ IX. 16' PVC WATER OLD R EX AT& IX. 42' STORM DRAIN I 48 SO X-ING 8' SWR PER 0-34419 - RCFC & WCD DWG. NO 4-950 EK)T 48' SD = 1489.30 14+14.35 © i _ z STA. 22+70.26 Q 0VEEMt WATERSERVICELATERAL AND Lu U Q PROP. CATCH BASIN CORP. SM,-PNiG-SEWACt SADDLE nD PER ST. PLANS----pNB`- EMOVE EMD F BOX. f`) P o T RAF_1f'�I s3 FIR P.13M41 z N 1 _ r soosc) _ - - � ?c NEW C ` ~S -- C 22+00 23+00— r—— — ------- m Li IN - L,, ----- -- — _ — <c LLJ "` IX. 12' CML&C WATER EKE IX. AT& T CABLE UNE — C c� w -745 TOP 8' SWR = 1488.17 HOT TAP EXISTING 16 W/L WITH EX TELE \16 x 4 TAPP� SLEEVE - Ba EMWD AT DEVELOPER'S EXPENSE. C>ELIN�S QR. STA. 23+88.07 REMOVE WATER SERVICE LATERAL AND 1 EX. WATER METER -- EX, FH ^7 1 1 - CORP. STOP. PLUG SERVICE SADDLE -� (PROTECT IN PUCE) 1� AND REMOVE METER BOX. °I RJ ' PROP CATCH WIN PER ST. T _PLAINS % �( EX 4 GAS 24+00 ,I' TT OF RIVEf1 SATE 25+00 — 26+00 27+EX1 ��-R --• - --1--- E_-_= - r--- — — _ — — —� Li Q Y WULT d ry ry O NO WORK SHALL BE DONE ON THIS R R 1h1 j EX. 1 fi' PVC WATER 8' VCP SEWER IX, R I -11If. W. 2,(SEWER PER D-34419 9' N OF CL c OF INTENTION TO GRADE OR EXCAVATE 47 VARIES 8'-9' — AmakkAmmkilmak z 6 SEWER WT. LIT N OF CL -7. VAD REDIR WJS�0 R/W � ca n � ¢ �n jQ i j D =C Q Know what`s below. PERRIS- - �a. 14+00 COLiNTY OF RIVERSID 15+00 0, 16+00 L 17+00 ULT. R W 13+50.42 \ IX. 16' PVC WATER OLD R EX AT& IX. 42' STORM DRAIN I 48 SO X-ING 8' SWR PER 0-34419 - RCFC & WCD DWG. NO 4-950 EK)T 48' SD = 1489.30 14+14.35 © i _ z STA. 22+70.26 Q 0VEEMt WATERSERVICELATERAL AND Lu U Q PROP. CATCH BASIN CORP. SM,-PNiG-SEWACt SADDLE nD PER ST. PLANS----pNB`- EMOVE EMD F BOX. f`) P o T RAF_1f'�I s3 FIR P.13M41 z N 1 _ r soosc) _ - - � ?c NEW C ` ~S -- C 22+00 23+00— r—— — ------- m Li IN - L,, ----- -- — _ — <c LLJ "` IX. 12' CML&C WATER EKE IX. AT& T CABLE UNE — C c� w -745 TOP 8' SWR = 1488.17 HOT TAP EXISTING 16 W/L WITH EX TELE \16 x 4 TAPP� SLEEVE - Ba EMWD AT DEVELOPER'S EXPENSE. C>ELIN�S QR. STA. 23+88.07 REMOVE WATER SERVICE LATERAL AND 1 EX. WATER METER -- EX, FH ^7 1 1 - CORP. STOP. PLUG SERVICE SADDLE -� (PROTECT IN PUCE) 1� AND REMOVE METER BOX. °I RJ ' PROP CATCH WIN PER ST. T _PLAINS % �( EX 4 GAS 24+00 ,I' TT OF RIVEf1 SATE 25+00 — 26+00 27+EX1 ��-R --• - --1--- E_-_= - r--- — — _ — — —� Li Q Y WULT d ry ry O NO WORK SHALL BE DONE ON THIS R R 1h1 j EX. 1 fi' PVC WATER 8' VCP SEWER SITE UNTIL BELOW AGENCY IS NOTIFIED PER D-34419 9' N OF CL c OF INTENTION TO GRADE OR EXCAVATE 47 S OF SEWER LINE AT 9' NORTH OF C.L. TO MAINTAIN — AmakkAmmkilmak z MINIMUM IV CLEARANCE FROM EXIST. 16' WATER � -7. VAD REDIR � jQ i j D w c�i Know what`s below. Call bOfOM YOU dig. 4" GAS E° 7 LINE WULT CABLE UNE ULT R R 1h1 j EX. 1 fi' PVC WATER 8' VCP SEWER PER D-34419 9' N OF CL 47 S OF SEWER LINE AT 9' NORTH OF C.L. TO MAINTAIN — MINIMUM IV CLEARANCE FROM EXIST. 16' WATER Nut -7. VAD REDIR D j \d A ST. RIVERSIDE COUNTY FIRE APPROVED BY: �fZ DATE DATE: -111611(0 TIM01YOS Fng%r VM17g, CIVIL ENGINEER/NG • LoWD SURIOtWNG 14349 RRESTONE BOULEVARD LA MIRADA CALIFORN44 90S38 PH.M4)521-4811 W(714)521-4173 •ir is ! ! . �OflFESS/pyV1 Q * I R.C.E. NO. 56155 cF+�\ Exp. 12-31-16 Q 4l \ C! v L QQ? OF CA NO FOUND ON ! STORM DRAIN ON ! ELEVATIONPIPE 7! TO BE FIELD VERIFIED. EASTERN MUNICIPAL WATER DISTRICT L ENGINEER O SONS DATE APPROVALS 0 20 40 80 120 SCALE,1 "-40' COUNTY OF RIVERSIDE ;;/-4; IP 130041 to. 13-518 PARCEL MAP NO. 33530 OFFSITE WATER AND SEWER D 43 -D -3,743-n-4 IMPROVEMENT PLANS $ `F7 NUEVO RD. STA. 9+68.33 TO STA. 20+07.31 D--52387 962 00 DAYTONA DOVE PAF1 73 EX 10' VCP SEWER i3.r��`✓'rl �1�11' .119, —D-35190 R N ' EX. 54 tvk r tSD i R # _ RCFCWCD • � FaE � d M. NO. 4-921 Ad: ! s r 2n ti 139.0 39 t0$ E,X6nW 24 EX. 12" PVC WATER -cow �•? �"- o XNZda 24 xt2 ` EX. 8' SEWER PER D-35187 ,•„ o ix o W%L Y11TN VAN PER 0-35190 Ex. FH � n- d � a CtKR1 �, PER D-35187 " *¢- ` C., e: a �r t2QUTLH ULT. R n == o v DEVE1 o, = 3 o Ev a z A1Ty5FAL1 t2' 1" CORP. STOP \ tRil- - — SEWER LINE TABLE 3► �"' ! - a - - LINE j ' LENGTH BEAR SEE DETAIL—H HARVIL.L. AVE. F'1-AF1 c1✓ t 1 0 20 40 80 120 SCALE:1 "=40' HAF&II1. AVENUE HOT TAP EXISTING 24' W/L WITH 24'x12" SADDLE OUTLET CONNECTION WITH 12' FxF RS.G.V. BY EMWD AT DEVELOPER'S EXPENSE. EX. 24' CML&C WATER INSTALL 12' FxH ADAPTER, PER D-14013 1CORP. STOP — — — 4' PVC, C-900, DR -18 RESTRAINED Mff— to rr ran - 4" x 2 1f2" COMPANION FLANGE cc 4" PVC C-9(10 DI -18 a PRC OSED RESTRAINED JOINTS T. K STA, 108+74.09 12'x12"X4 FLWD TEE 4"-9D" HxF El" cn 12 r -Ai M EX R_ 4" FxF RSGV Ie FxH ;AI)AP'i1 N 4' x 2 1/2" COMPANION FLANGE 4" 4" w m BENCH MART{ t%1UNIY 5t�i�Ydit`S ( N0. �1o.3�.w 10+06.DTI d 4" Fx#I All TER(E)} z 2' 2 1 CL Ex MH NO 10 ¢ 12" PVC , C-9041 DR -18 IZ rj AND SANTA FE RAILWAY FROM RAILROAD k PER D-35190 r Q V 3 '� DC PROP. R U, o 107+00 t �p0 ' 'ice 1 EX. 24" CML&C WATER C EXIST. DWY c PER 14013 -Q — X 16' CONCRETE C.S.H.D. HEADWALL — — , PER PHASE 2 C5 STA 10B+79.34 ¢ 2' SN RVICE W 0 METER B-658 & B-344Ai SEWER LINE TABLE 3► �"' ! - a - - LINE j ' LENGTH BEAR SEE DETAIL—H HARVIL.L. AVE. F'1-AF1 c1✓ t 1 0 20 40 80 120 SCALE:1 "=40' HAF&II1. AVENUE HOT TAP EXISTING 24' W/L WITH 24'x12" SADDLE OUTLET CONNECTION WITH 12' FxF RS.G.V. BY EMWD AT DEVELOPER'S EXPENSE. EX. 24' CML&C WATER INSTALL 12' FxH ADAPTER, PER D-14013 1CORP. STOP — — — 4' PVC, C-900, DR -18 RESTRAINED Mff— to rr ran Li - 4" x 2 1f2" COMPANION FLANGE cc 4" PVC C-9(10 DI -18 a PRC OSED RESTRAINED JOINTS T. K STA, 108+74.09 12'x12"X4 FLWD TEE 4"-9D" HxF El" cn 12 r -Ai M EX R_ 4" FxF RSGV Ie FxH ;AI)AP'i1 N 4' x 2 1/2" COMPANION FLANGE 4" 4" w m BENCH MART{ t%1UNIY 5t�i�Ydit`S ( N0. �1o.3�.w ¢ d 4" Fx#I All TER(E)} z 2' 2 ¢ 12" PVC , C-9041 DR -18 IZ rj AND SANTA FE RAILWAY FROM RAILROAD REST_, . JOD+CTS r Q V 3 '� DC PROP. R U, o , �r o LLJ RA!lROA➢ TRACKS, ON THE TOP OF THE SOUTH END OF A 10' 01 w 2 CE W O MI B� 6587& B -344A IRR Q 10" DCDA B-657 FUTURE 1 112" METER (B-342) w� X 16' CONCRETE C.S.H.D. HEADWALL J PER PHASE 2 & 1 1/2' BACKFLOW (8-597A) z PER PHASE 2 C5 STA 10B+79.34 ¢ 2' SN RVICE W 0 METER B-658 & B-344Ai z w FtiTTIRE 1 1 METER - - rz- & 1 1/2' BACKFLOW (8-597A) PER PHASE 2 DETAIL — H af z SCAL.E:1 "=10' NO WORK SHALL BE DONE ON THIS Li O t� o SITE UNTIL BELOW AGENCY IS NOTIFIED F INTEN11ON TO GRADE OR EXCAVATE BENCH MART{ t%1UNIY 5t�i�Ydit`S ( N0. �1o.3�.w ¢ c SID. BRASS Det STAMPED 6DO.37.68, 21 MI. FAY ALONG ATCTDSOK TOPEKA, a AND SANTA FE RAILWAY FROM RAILROAD STATION AT PM. 01 Mi. SE OF ORANGE AVE., 28 FF. NW OF S BMW LANE OF TINY. 395, 53 F7. NE OF AT. & S.F. o �r o RA!lROA➢ TRACKS, ON THE TOP OF THE SOUTH END OF A 10' KTroW�whars below. X 16' CONCRETE C.S.H.D. HEADWALL Call before you dig. 'N/MK QUI}.} E1a=N - 1475M FT C -98M DR18 L1 13.00' N 51'15'29' E (B-657) l�J 1317 3 EX. R/W REMOVE IX. FH, 6' PAS, . -.-----NSTALL r am SUNSET o - AVE. DESCRIPTION REVISION 8'X6" TAPPING SLEEVE WITH 6" FxF RSGV BY EMWD AT DEVELOPER'S EXPENSE. INSTALL 6" FxH ADAPTER, DETAIL — J SCALE:1 "=10' Thln's Lel%'%11E'i!llt, CML ENGINEERING " LAND SURVEt?NG 14349 FIRESTONE SOULEVARO LA MIRADA, CALIFORNM 90638 Ph MA)521-4811 FAX(714)521-4173 FIAFI CC —E: 1 1\11.:\.r' -18-106 Pj\11.B3 918190--71 AND DETAIl.-G ON SHEET 5 3t ka- NO. 56155 LP Exp. 12-31-16 Q Or C AG�4 44.1 8 N N tF� p-A\F1ca..L. 2 r` IVI 3�a5l30 DSED SLOPE TR�Ei' PLAi+1S p -% — IX. 24' WIDE EMWD EASEMENT I(REC. 12/04 1,1 103847 O.R.} i 1 ill' SEK M W10 1" MEIER (8-561 DETAIL—J 1 SIA. I SA5+3.77 EXB WAM7DWD D-10212 I I HOT TAP EXISTING 8 W L 8"X6" TAPPING SLEEVE WITH 6' FxF RSGV BY EMWD AT DEVELOPER'S EXPENSE. INSTALL 6" FxH PAY] 8`3.530 ij�����SEX. 12" CML&W WATER "1 ( PER D-744 It WEBSTE R AVE. MUNICIPAL WATER DISTRICT .0 4 ENGINEER OF APPROVALS 11"DfA 0 20 40 80 120 SCALE -1"=40' COUNTY OF RIVERSIDE IP 130041 PARCEL MAP NO. 33530 OFFSITE WATER AND SEWER IMPROVEMENT PLANS HARVII.L AVE. ANO WEBSTER AVE. D--52388 9 GZ 00 �r I 8 N N tF� p-A\F1ca..L. 2 r` IVI 3�a5l30 DSED SLOPE TR�Ei' PLAi+1S p -% — IX. 24' WIDE EMWD EASEMENT I(REC. 12/04 1,1 103847 O.R.} i 1 ill' SEK M W10 1" MEIER (8-561 DETAIL—J 1 SIA. I SA5+3.77 EXB WAM7DWD D-10212 I I HOT TAP EXISTING 8 W L 8"X6" TAPPING SLEEVE WITH 6' FxF RSGV BY EMWD AT DEVELOPER'S EXPENSE. INSTALL 6" FxH PAY] 8`3.530 ij�����SEX. 12" CML&W WATER "1 ( PER D-744 It WEBSTE R AVE. MUNICIPAL WATER DISTRICT .0 4 ENGINEER OF APPROVALS 11"DfA 0 20 40 80 120 SCALE -1"=40' COUNTY OF RIVERSIDE IP 130041 PARCEL MAP NO. 33530 OFFSITE WATER AND SEWER IMPROVEMENT PLANS HARVII.L AVE. ANO WEBSTER AVE. D--52388 9 GZ 00