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913pp_wt- a \ 'r I i n 44 -1 WATER AND SEWER I MPROVEMM- =- _ �� � TRACT NO �7 _ � - �•�� � � �; � 9G a. JD- 'AWr RIVERSIDE �, COUNTY OF �wwa. .� -�r7►i �l'a- _ �Talf'M�s' I P �.j 1 Mts.+*+o sc -� � K 6. 1 tIZA.K ,r WAff LATtit t ,ltrMC AVIS �ctST. ARI'/ I+�1rH E.M.W.D. WATER NOTES I E.M.W.D. SEWER NOTES I ,, • S MLL sE IN t ia"111 c M isr I V B �t I i. MATEfi.IIE AND i I M.K N0VA u w a 3 2 WITM OW STAICOMDS AND SI ECIFICATIO NS . 1 . SEWER CONSTRUCTION AND MATER I ALS SNA1.0 NI ACO E 1tt TH 7 6 5 4 _ l l 1 }, } t 1 9 EMWD' S STANDARDS AND SIIEC IF I CAT I Oli . i - - - - - - H. M&'! - 2. PRIOR To C@ TMXTION OF PIPELIINE. CONTRACTOR SMALL • H I I l I I e e I E>SSE � MATER SYSTEM AID VIINIFY ITS EXISTINS p. GRAVITY SEWER PROFILE ELEVATIONQ ARE 1, �LSA1 LIlt1OM1IT I Tl . INK Mt i S - I- _ - 1 P1.E1tATi Mr LOCATION. £' 3. OQITRACTOR HAS THE OPT 1011 TO INSTALL P1, �Ot HRS• - - - -- - - - N,- a s..a ouTt.sT' 1 _ +TM 1" f * F 3 . �• SWIM �CTI� SHOLL 69 I'm X s/a' EXIT WHERE SPECIFICALLY DES I GNATE D III !1 I� !IM ST T a " = ks-dLV. Or mMrt4 or 'SDUNLESS 1111110110121 me! ANOI SMALL OW ON As NECESSARYAND SPECIFICATIONS. _ I Wali' "vtL,vmA& =Power TO RAIDS IIAI'M Stn. SSIIRVIO M SMALL BE INSTALLED IN ACCORD- 4. MANHOLES SHALL SE CONSTRUCTED IN WITM on. MIM. I PAWALL. SRN �S/�I11 A10E �'TM SIM. !Ills . !-DSO . _ SB- HIS. 9B-55. SB -'S8 AND U-51. AS APR 1S11rS.E . � • p 4. AIA 1IALrli I1IISTAL.LlD IN WITH STD. SEVER MAINS MAY BE LAID THROUGH THE IIAMIIII ANSI USED M A I ARNP I J 1 8 19 21 - - OMS . SH!!M '2.) . FORM FOR THE INVERT. _ - �_--- I I 1 I 11 12 13 14 15 16 17 9. MATES! SIYSTDI PROFILE ELEVATIONS ARE TO CENTERLINE (CENTERS MM ALL RESIDENTIAL LATERALS SHALL HAVE A A96m T IM IIGL1fMlAIICE I I I I i 1 /N[ 1f` W. L. /IMI VD D -�7) PIPE WITH STD. DWG. 5B - 51• 6 . ALL PMC PIPE THROUGH • I1lCM SHMALL BE TYPE C->iOQ. CLASS 5. PRIOR TO CONSTRUCTION OF SEWER. SMALL E>�lOSE } } I I 1 to �T ISLE MOTED OTI ANISE . PIK SMALL CONFORM EXISTING SEWER AND VERIFY ITS EX IST IRM S EVAT ION AND I I i TO ATMA SPECIFICATIONS. LOCATION. WHERE CONNECTING TO EX 1ST IID RAS NO "LET +� I . i 1 I 1 "' 1 � 1 � �. � � 1 � � i I I I I STUB OF PROPER SIZE EXISTS. NO ALi'ERATIDD SIMLL E MAZE i I 7 . INSTALL LOCATOR MIRE OVER MATM MIN PPR91 STD . DNS. R! -OW, TO EXISTING MANHOLE SASEOR STUB EST AS SMIF ICALLY I 1 I I I i I } 1 i • . FINE N�MOMMTS SHALL ME INSTALL® IN WITH STD. AUTHOR I ZED BY EMWD . I I 1 I I i - - L - �,,t ' ' OMS . ♦M! COLOR COOED ORION. 6. ALL SEWER INLETS AT THE MANHOLE 914ALL VaCM TMAT ITS CwOIHM�I L i - - - �- - - ` - - ` - - - - - - .1 - - - - -J - - -� - - - SE LEVEL WITH THE CROWN OF THE OUTLET . AT THEIR QCT I ly[ A6. t 9. TIN GARY SLOW -OFFS SHALL RE I!S'TRA IN ACCORDANCE MITH STD. TO THE MANHOLE CENTERLINE. I f EXAsT f" dE�✓i�2 I 7. SEWER LATERALS SHALL SNE CONSTRUCTED IN WITH } SSrEE NorE . GIA/ tNEs r .� - - - T - - - - , - - --i - - ♦'T / . EMENT//1r10'r i4 . FITTII� FOR P . V . C . PIPE SMALL SE DUCTILE OR GREY INN. STD. DWG. S5- 1'77- [AS APPROPRIAM . LOCATIOS r - r - r - T - - .R FITTDM SMALL SIE FLAMSED, NOLTDH ISCMANICAL JOINTS. OR OF WYES AND LATERALS. WMERE NOT SHOWN ON PLANS. AMIE TO M grAcPUS*-ON JOIMM AND SHALL RIE CdIIT MOTAR LINED AND DETERMINED IN THE FIELD PRIOR TO COISTASTION- TO MIM IWrAM : AAPMt TM } COATED PER E . M . M . D . STANDARDS AND SPECIFICATIONS . DRIVEWAYS . ALL LATERALS ARE TO IE 4" DIAMETER IA�EM } I I I I 1 ' -SIN+= it. P0.YE11NYLEIE ALL OIIRiTILE OR GREY IRON FITTINGS OTFERW I SE SHOWN ON PLANS. i - - - I I I I I 1 I I I I 1 I I I I SMALL SIE POLYETHLEME E1ICIISIID AT 1VME TIRE OF INSTALLATION 8. THE CONTRACTOR IS ADVISED THAT THE WOW SN THIS POIT . I 1 1 FM E.M.M.D. STANDARDS AND SPECiFlCAT20MB• MAY INVOLVE WORKING IN A CONFINED AIR SPACE. C M1IRAC OR p f 1 1 I I 1 _ } } } I I I I- -L -------I-- _ SMALL BE RESPONSIBLE FOR "CONFINED AIR MACE" ARTICLE �► • �AO it . JOINT RESTRAINERS. LINIIEIIS. STALL BE USED ON 108 TITLE 8 CALIFORNIA ADMINISTRATIVE OSE. l�Ar�� ALL MAIN LIME PIPE JOIMTES MITMIM !ECT IF1ED LIMITS. AND ALL _ JOINTS OF MATER APPURTENANCES LATERALS OFF MAIN -LINE. PER E:M.M.D. 9. WHERE GROUNDWATER 13 ENCOUNTERED. ALL VQ PIPE SHALL E SPECIFICATIONS. TREATED FOR AstORPTION RESISTANCE PSR EMM/© . - NEN. A6. / r SPI I F L CAT IONS. r{ AiMdTALL McH. o✓lFR 13. TYPICAL FOR ALL TEES OUTSIDE OF MAIM -LINE JOINT RESTRAINT LIMITS . sx�sT sEw�c.r�c NI Atl>DITION TO iESTMIMIMS JOINTS GRIM riANICH SIDE OF TEE.RESTRAIN E-- TSSTiNQ � M.N. e,"AKovT MTM RESIDE JOINTS AND INSTALL A FULL 20' LENGTH OF PIPE ON EACH A1/Ta rs x/sT SIM OF TEE RUM (WHERE POSSI" . 10. ALL PIPE ZONE BACKFILL SHALL BE IN AC10S>MAMCE WITH STD. DWC . SII - M37, M ARD 1". ' INDEX MAP i+ i�11E RAISED RRIR-E�I� �e�T MARKEits .fMAL�- !1R II. AA[1ChMTER NIk-VEb SHALL BE Wrllf►TlliLED PER IRL"FIi0�1 OF y SCALE 1 "=100" I CEI!'T/FY THAT THE �dW CIF TME WArxg © ~` 0 TO WRK rIA'E M1f0itAMT LOCATIdW3 IRT TM! DtiECTIDN E . �1. D . GENERAL NOTES OP T MST COON Ty 1 YS PEC TVr ^ ti1Y MNG FINAL 66.4LA r AND THE fel FORM Pf_UM O1NG CODE ANIp 3�LL RINE ICILNTI Ir! fe BY sysraM /S IN 4CC'�A�AACAIh STN I'm& MW 111646MT 6TRI P INQ 'THEr ® SYM H30L- ON LOTS 3 - <5, 10 - 12 Z. f 14 y IPE d* U/AWAfAkg* ft t sCl�rs /EX> SY 'r. = I . ALL YORK SHALL COWt� TO THE DES I GN AND COMTRUCT I ON STAI�DARD6 R/Vses acas car ft>rE al�Ivrrrr�+Ewr SEWER CERTIFICATION OF EASTERN I'1UNICIPAL HATER DISTRICT [EMWD] FOR PATER AND • _ idATER l FGFI� �� �(aE� OF EASTERN N MLW4WER FACILITIES. N 4 I CERTIFY THAT THE 'DESIGN OF THE SEWER SYSTEM IN TRACT NO. 27 1 t f\J AL ICAI�jTE,rw,,,�ry s a*TE I S I N ACCORDANCE WITH THE EASTERN MUN I C I PAL SLATER D I LTR IGT' s . C. &. A6. sass AWxp A47W T- 30 �7 T SYSTEM MASTER PLAN AND THE DISTRICT HAS MMtA1�ED ADEQIAiE ZR I TY 2. C�OXMfTRJICTOiIR SHALL KEEP A COMPLETE RECORD OF ANY CONSTRUCTION DR. R s �li.E1iT S SHALL MASE SUCH INFORMATION AVAILABLE TO THE PRIVATE � SAW VALVIE �� LIQ TO TREAT WASTES FROM THE PROPOSED TRACT. ENGINEER FOR PREPARATION OF 'AS -QUILT" DRAWINGS. THE "AS -BUILT" DRAW I NGS SHALL E' SUBM I TTED TO EMYD FOR APPROVAL PRIOR TO WATSON RPD . PIAT SITE - - - -EXISTING EWER LINE ACCEPTANCE � THE PROJECT . BRIITTE�LY VALVE EASTERN MUNICIPAL WATER DISTRICT - : 4 +o � g � • -�'�' LINE V I TN 3. Ali. FACILITIES ,BALL BE IN PLACE BEFORE PAVING. _1/I� EXSECTION LATERALS ~ STATE 91 HUY. 74 ~-♦ •MTM PETER �S _ # . EPANA�T ION OF SEVER AMS! WATER L I NES MUST COMPLY WITH THE V s1rwN GATE: i - R I VERS I DE COUNTY HEALTH DEPARTMENT STANDARDS AS SHOWN ON 4c BTA/EAI� FIRE ISE BY CIVIL ENG I NEER OF SUBD I V I S I ONS / R I V . Co. STD. PLAN .609. AND SHALL MEET OR EXCEED THE ~ ci.TY l 1lAMT .i-'1 REQUIREMENTS OF EMWiD AND THE STATE OF CALIFORNIA DEPARTMENT �+ BLVD. OF HEALTH. z '+`' yI - • EX19TIM YAMLINE LIMITED I TED TO GOD FEET ALONG Y KARIOFF Q ►� VALVE WATER CERTIFICATION 5 . OPEN TRENCH AT ANY ONE TIME SMALL � I 1�'AR BROAD RIGHT-OF-WAY UNLESS ISE APPROVED BY THE DISTRICT. . .� � S I I CERTIFY THAT, THE DESIGN OF TNS= WATER IN TRAM 1 � TRENCH SE BACff I AND COM PACTED AT TIE CONCLUSIOHM OFINALL001lIIMTIEIN �' OiM� CL:e�AN O+�T IS IN ACCO�tDAHMCE WITH THE PATER SYST01EACH DA. A. V. i A.R. �Slp MUNICIPAL WATER DISTRICT. AHl1 THAT THE WA SIURF AGE *_ AS A REST OF THE -{&}- MMPLOAG MAMHotE ' TRACT I BUTTHIS H I SSYCERRT I F I CAT M DOES NOT SamSTEM WILL BE ADEQUATE TO� T IT TRUCTEO BY THE CONTRACTOR r COIINTRACTURS OPERAT I OWNS SHIRK E IEC0 11 } -7. - REMENT8. •• PRESSURES LFOR AF�RETP'ROTIQI Olt OTHER fi1AMtIT � _ i TO THE LOCAL � AGENCIES AEOIIJI W. - VICINTY MAP 7. ALL REVISIONS m THESE DRAWINGS MUST BE APPROVED BY EMUD. NOTES ESTIMATED QUANTITIES 8. IT 16 THE CONITRACTOlS RESM'O�#I♦I L I TY TO PROTECT ANY STREET NOT TO SCALE EAdTERN MUNICIPAL WATER DISTRICT MO 1UMENTATTO N IN PLACE. If ANY MONUMENT IS D I STuaED apt DE 3CR I PT I ON TD . DUC OUAN . REV I S I ais r ., Y CONTRACTOR WILL BE REOUIRED TO CONTRACT WITH \ r DESTROYED. THE PAL 6' S' S� r/'L A RES I STERED l,Ati� SURVEYOR FOR THE RE- ESTABL I SHMMENT AND MAPP I MQ OF THE DE$TRROY mMMENT . - BY MIM. MIM. 11TH. 1 S'P.V.C. YA INE C-200. 01.-160 1011 CIVIL ENGINEER OF SU6DIVISIONS r: VA.'a'k ` + 9. O>NUAiIT I T I ES AS MaHIOAllA1 HEREON ARE FOR 60i''b ESTIMATE PUAPOES OSLY • 6 �'�` D I SCLA I E'ER , � • LY VALVE 2 EA r IE I THER THE PR I VATS ENC I #NEER SIGNING THESE PLANE NtIIIR EMIR GI.WARAMTEE 3 •' IL LENT SEAT BATE ALVE 3 EA THE TIME LINT T a DRAWINGS APPROlVAL SHALL BE THEIR ACCURACY OR ClOMIDLETEIEsB . 4 - Z EA NOTIFICATIONS . - - SIX 011j MdITMi FROM THE DATE AN THE CERTIFICATION. sea I F. ASSEMBLY =1 4"x i-2Yz) B-� _ - 4 EA ` { 10. THE VONTRACTIiR � O BTA I N ALL UTILITY AGENCY. AND I F Em11TRUCT I ON HAS DRANOTWINGS COMMENCED BE W I TM I N STATED - M � - COUNTY OF OF RIVERSIDE PERMITS FOR THE CONSTRUCTION OF FACILITIES. TIME. EMH11D IEOU I RES DRAWINGS BE REV I EYED BY THE F r 41IET TAM' I � CONTRACTOR SHALL NOTIFY RIVERSIDE CORMrTY !R#IS�ORTAT I OSN � DES I CN ENGINEER FOIL POSS I BLE CHANCES I N MASTS S Y SLOW OFF ♦ t EA CONSTRUCTION SECTION AT R I VERS I DE [909) z�s-SItIBs AT LEAST PLANNED SIZING AND CHANGES IN SPEC IF I CAT I ONS AND - TWO WORKING DAYS IN ADVANCE OF STARTING O1�THRJCT I OSI. �s STAADNRDS . Y p -_ -- 1 ICE ♦ Z AT LEAST TWO WORKING DAYS PRIOR TO COMI'EIEING CO��TOJCTNN BEAR( 11-13- 3 10 CONTRACTOR SHALL NOTIFY: 11 1" CORP. STW 3 s IN THE INTERSECTION OF M�APES ROAD AND I 1 SIL.UE PAV ROA KWT MARKS Mrs .4- EASTERN MUNICIPAL WATER D I QTR I CT (902) 7W ISM MEN I FEE ROAD A 1 • I ICON PIPE I k CAP ATTENTION: JIM WYATT }+' DELL Mlpr RI NT W MARKED COUNTY SURVEYOR . 1 t�OE STRUCTURES 14 uNOERONROUND SERVICE ALERT QJSAI 1- �0�1- '•SiraD _ 'ELEV. 1S23.N - K �, SO) . CALIF F. EAS CO . (USA) i - [1lOOl - Lt7- tir ,i DATE : t 953 ALL UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTIERi h ND I CATED WITH THEIR !0 N LINE f'SE I'S'! Lf AND iHNDE S10WN1 ON THE REGOROS EXAM I REO ARE I 80 . CALIF F. ED I80N CO.O (USA) 1- [BOOL - sa"7.�rlplp APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THEE PLANS 1 177 _ -+ _ I LF T f APPROVAL. IS T OR PROCEEDING WITH IMPROVEMENT PWJIlSWJUwrT THERETO ACNEEs TO ASSUME 40• ©lA. � ^ _ 9 EA GENERAL TELEPHONE RUGA) 1-111001- zZ7"'S� T ' LIABILITY AND TO HOLD THE UND IDLED HIAIRrLESS FOR ANY DAMAGES RE T IMC - GtxRlTY FIRE �?'T • FRAM THE EXISTENCE OF UNDENiDaRiil UTILITIES OR STRUCTURES NOT IEPEIS3N " a rrrtR ` - - 13' I NLAMD VALLEY tCASLEV 15 I ON OUSAI 1 In 111 • � ` I VERS I OE CALL s TOLL. PREE TO THE W/OlRS IMSED . NOT INDICATED ON TMS PUQL I C RECORDS EXAMINED. 31. LO. aAwK 1 M i _ . LOCATED AT V WITH REPORTED 00 SHOWN ON RECORDS EXAMINED . THE •Y• es - BY: I i TOI TAME DIE PRET I O NARY MEANNES TO PROTECT 9r PACK`Mll�r'sIt YA L VO - 41 15 THE UTILITIES STRUCTURES wom MMD OTHER UTILITIES OIRR ff Cf t _ATE_ C AiJOvT - Sd-sz _ R � TITLE: ZE7 - ZvI0 FMM AT THE SITE. IT SHALL BE THE CONITRACTOR' S RESPONSIBILITY TO s NOT I FY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE ' .DATE: . _ TS NM Ils OMS !� Yw NI STARTING WORK - _ -" I R IVERS I DE COUNTY WAM * sum RECOr'1l�i+ltiED FOR AL AL p/IPPS We OEPARTWNT OF !MATH EAEIEINI MIAIICiPAL HATER IDIOM= APPROVAL ��. 33!64 oit. }aha aimEit>iN�lt of w1RDNsvtsuMls cfvo, �f AP'RROVED DATE- _ DATE - .C.E. !f, t dd� 5 %w. �. .z.� !f, t dd� 5 :.� �...._� � mss,. .,w aI IN f y_ Y tCAL#AJA 11W. f } : - �— jL , } _ POMLE SCALE 14?RIZ► I" = 40, - VERT 1" . 4' a 7 a 7 J 1p t O�Ir. I,� SEE JwAr r *.,z SMR C � wf 8 � � � r h Ai�iJY/Al1 C/WLiF eon' D' 14 A- .4 VENT DA CA YL EE TOP d' SwILS K*d a3 : \ ! 7 X70 «i crRr�.tE 10 /9 0 SOL A19 *V&WOOO COWW*lSEE aIYEET Ari. t f It, 1 1• - EMD A3rm � Af �/� rs 9 *i.TaO C�i�iV%E e M1440 VI � `� 2 � �r a rr�c c-*eo a. 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TrPiCAL ALL MA0VH0LE5 WlrHIN 4A4V0W^WE"7- (my DE✓ELOOER) AA�'�' m� AWgoj : REMOVE TOP ep- a FAFA 7� SLE AV E N I D A R A M A DA T`] ,�= ti 40' f La APrRO�MED LL - - EASTERN I'1 mICIPAL VATER DISMICJWAT Aye, dALVABE. 5LURRY ALL THE ZSN&N1iVG *0rrdM LSFQUENCE Gly CD/N*TRACT/ON Calk TOLL FREE A-WT�0W OF THE /NA,�VHOLE. �• � /. SEWER MUST DE CaMbTRUCTED FOR FJVT/SPE 5. ABANDON cSE�'✓�R /N f1VFJV/QR RAMA,O�q 1 3. PReorf' TO THE E x /a rI SE ti�ER e�1 ^BA+y O )CWOJFCT EXCEPT 190e SECTION BETWEEN MH. No.9 40't�r V S ONS THE NEW .SEWER SHALL BE INSPECTED 0%0 440 EXIST. MCH. /IT STA.CIVIL ENGINEER OF SUEDI I IRCCEPTED le7WC EM. W.D. /N.3AEC T27Yt AS "i -i-- 4ZZ-�41 � Y Z. INS,�ECT Ani 4c'rEpr- ABo✓E ME1vT/ONED SEYvE�I. ; _ r A3 THE SEWEe LArEATAL6 AN AYtAM0,q �T En. RAMADA C'LEAMEMTE A✓E1V64 .7 AVEN/G1q CjqrLEE. 3- DrA�ss 1�'ISMf MCH. 'l 717 Ex/ST MH AT. STA. /AP f ZZSCALE: I �� ALS imrwrta+ 4. 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