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912u_wt!VOTES 1. CONIIIACTaR SINquFtWASH AND AVSTALL ALL, FACIU77ES IV ACCORDANCE WFTH LEE LAKE WMf DISIRIMCT MLR) NNYER SYSTEM FACX17Y REQUIOEMEWM STANDARD SPEC07CAUFOW AND St4W4110 DR4W1IVGS. LLWD STAADW SPEC#7CAT10NS AND SWA DW DAAIIA1#GS AIW AV AILABI.E AT THE DISTRICT OFFICE: CON711AC7'OR SHALL LI IN p0SSE3SjCW OE 09"RIC71S SPEC0t7CATIONS AND STANDARD DRAWMIGS ON THE JOB SITE AT ALL ISHIES. 2 ALL MM REQUIRED BY LAW-944L.L BE ACQUIRED BY TIME APPLICANT OR TWO C0010M.10P AND ARE AIDE GIRT OF THE SPECIF1C4TONS I THE DMWW40S AND DATA HEREON ARE HEREBY MADE PART OF TIME SPECNF7CATAONS. 4. REWSAW6 RILL. NOT BE AIDE 70 THESE PLANS WITHOUT TIME APPROW4L OF LLWD. 5. APPROVAL OF THESE PLANS BY LLWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACC(0414GY COIF THE LOCAWN OR EXISTENCE OR NON-EXISTENCE OF ANY PAPE OR STRUCTURE WITHIN THE LHWIS OF MIRK. 6. CAHA1AC7OR SHALL NOTIFY THE LLWD ONE WEEK PRIOR 70 STARTMNG CONCS7R'UC710N. 7 1W LLNO INSPECTOR SHALL BE FURNISHED WITH THREE SETS OF PROJECT DR AWMIMGS. 8. 171E CONIII ACMR SMALL COWORAI TO CURRENT CAL OSHA SAFETY REQiAMEMENTS f :W CONTRACTOR SWILL SLOW 710 THE LLWD A SOILS REPORT BY A QLALrtED SIL EIMGIUEER WHICH CERTIFIES THAT ALL TRENCH BACKFILL NMS C,1OMP ACMV AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE NM'TH PROJECT SPECF)CATIONS AND LLWO SPECIFICATIONS. 1Q EACH LO7 SHALL RE SERVICED WFH A FOUR (4) -INCH SEWER LATEIW SET AT A AMAX/ GRADE 0.2W WITH A MIIMNi1M INVERT DEPTH OF 5.0 FEET BELOW THE Borrow OF TINE CURB AT THE PROPERTY LIVE. UNLESS OTNERWISE APPROVED BY THE LLWD. if. ALL LAWIEIALS SHALL. BE LOCATED AS SHOWN ON THE DRAWMMGS, A&4JCSTED UMUDER LLWO MVST•EC WN 10 MISS OIMVEIIMYS AND 07HER MOWOVEMENIS. LAIV14LS SFMLL BE 4' AIYMAIITUMN D64AETER UILESS OTHOMSE NOTED ON THE DRYAAI%GS ALL LATEAALS SNW,L H 4W A CLEAN OUT IN ACCORDANCE WITH STANDARD DNt OV00 NO S-9. LATERALS SHALL BE AAISTALLED IN ACCORDANCE WI7H LLWD STANDARD DAAWIMG NOS. S-4, S-5. S-6. AND S-7. 12. JOB-AWXIIG OF CONCRETE IS NOT PERMITTED. 13. ALL MKVWTE TESnNG REQUIRED BY THE LLWD WILL BE AT THE EXPENSE OF THE CON" CIr'TR: 14. NNE CC NNI AC70R SWU SECURE APPROVAL FROM THE LLWD INSPECTOR PRIOR TO 84CKFXLAMG OWN ANY SEWER PIPE OR WYE 15. ALL SEVER LATERALS AND AMINS S WL BE TESTED BY 'AI? TEST METHOD' AFTER COA57MACTiwL#N AS SPi'C.`FIED BY THE LLWD SPECIFICATIONS 16. ALL ACCESS HOLES (MAIM, HOLES) SHALL BE 7FSTED By 1+WCUUM TESTS' AS SPECIFIED IN THE LLWD STANCAND SPECIFICATIONS. - 17. CONIREIACTi7MR SWL PROVIDE WRITTEN NOTAFK ATIION REQUESTING A SYSTEM SHUTDOMW FV* COMMNE'CIIIDNS TU j)ffST TNG SYSTEM. SAID N07*7C4TOV SHALL BE AIDE A WOW OF THMREE WEEPS PROM To SAID SHUTDOWN TO THE LLWD DCORMCT EIMGIM N. it CCNPMPW SHALL DE'SADWE A QUALIFIED SUBPERMNIENDENT WITH FULL AUTHORITY Tif ACT aN W'R4ALF Or TIRE CONM4CTiOR. SAND SUPERINTENDENT` SHILL BE ON JCIAi SITE AT ALL IW 19. CONTWTOR _%WL PIERPORW ALL WORK UNOER RIVERSIDE COUNTY NOW DEPARTMENT AAVS I WN pN ACCOMWE WON ALL REQUIREMENTS OF SAID DEPARTMENT NMCLi CM TIBIIFFX CONTROL, PAVEMENT REMOVAL. 7E'AAP'OMRY PYWE✓MIENT (AMCLUOMTG LIGASE AIMIEAK) AND Ti7111PORARY' AND P£REIMNENT TRAFFIC STRIPPING. 20. ALL AATERMA A 1>E3DIR1i AND INSPECTION OF THE SETTER SHMLL BE IN CONfORNA7Y WITH 1W WOUIRE1r1EMT5 OF LLWD AND RIVERSIDE COUNTY STANIaWS. FANLUw TIO AEET ANY WOUIREWNTS OF THE ABOVE REFERENCED AGENCIES NILL BE CAUSE FOR REJECTION. 21. S'fME1R Vd4U ff B' J0VC' (SON 35) 1N ACCORDANCE WITH LLWD SPEC07CATONS AND S'TMVLZARLTS. Y#. AIM9981 SMALL BE CONSTRUCTED IN ACCORDANCE WITH LLWD STANDARD DAAMAMMC NO. S-12. 23. SERRER WVD# K' AND /ACMCFlLL SM'+AALL BE IN ACCORDANCE WITH LL00 STi100M DAANANC NO. S-1 AND S-2. SEWER LEGEND AND ESTIMATE OF QUA N TI TIES QTY UNIT LEGEND DESCRIPTION STD. D*NG AjW TIES FEE IS ESTI MTED AT 8 SHOULD ACTL44L COSTS BE LL GWATER, THE L'ZALMICE SHALL BE PWD TO THE DISTRICT BY THE APPLICANT. NSTALL 6' T.V.C. CL 150. C-000 SM 16W ACTUAL COSTS BE LESS. THE &V ANCE SHALL BE REFUNDED TO THE 4 SM. LF NSTALL 6- RES LW4T WEOOE VALVE (F x OT. F x F) T NSTAL.L 6- PVC (RORZS) MILK s-1 5u t0r<T' +/- EKY OF TIE AA1TlTRSiEC7I0IV Or MWESCAAL CANYON 11040 AND LEROY QUA OR PRESSURE FOR FIRE PROTECTION OR ANY OTHER PURPOSE COMTRUCT 46' OMA. PRECAST s -t4 A 006004W DMIA. T +/- N LY OF 7!E NT Y EDGE OF A CONCRETE CUL VERT 7' ? RENOVOCED CONCRETE MAMIOLL{ LAW FrACE CORNIER; 73'+/- SE'LY OF P.P. /20801; 171' E'LY OF B.M. `1 CA f ELEV. = 907.5180 COMTRUCT 40 SEWER LATERAL 3-4 EA APPROVED BY: DATE: e i �Z sT-Z p 3 (SAME MATERIAL AS SEWER MAN) s-7 0 EAC01A1ZTRUC7 4 4' SEWER CLEAN-OUT (SARK MATERIAL AS SEWER MAN) S-16 0 EA COMSTWX' BACKrLOW T( 4SAME CONsT111MCT Z- AIR t SP 23 EA S AsiEY MATERIALVALVE AS SEWER MAIM) S-ZO LOTS REQUIRING SEWER BACKELOW VALVES TINCT 140. 27940 LOTS J6.7,9,10,11,12.13. IC 17, 18,21,2Z23.24,29,30. JJ 1.37.30,3!, 40,43.44 ! 45. 19y.- DATE: Y: SEWER 6z WA TER IMPROVEMENT PLANS TRACT NO. 27946 Wv&qApt DRATE: REVISIONS Y•. RCK I N D E X 100 0 100 M A P Scale 1 " = 100 ft .E RIVERSIDE COUNTY OM. OF HMTH AMOVAL THIS IS TO CERTIFY THAT IMVETRSDE COAUN7Y OFPMRiMIENT OF HEALTH APPROVES THEOF THE ITEM IS CHECKED ABOjrE. SEWER LAYOUT ( ) NATER LIVE LAYOUT (�/)/ !EE LAKE WATER DIS, A"ROW0 FOR CONSTRUCTION: RECOMMENDED FOR APPROVAL 11 -j - t7 Deft . DATE: QTY [IIf MT#W FEF - SEM AND WA TER OpwaNans 7HMREE WEEKS PRIOR TCI CONSTIRUICIINM, A DEPOSIT FOR INSPECTION FEE WILL BE STD. DWG AjW TIES FEE IS ESTI MTED AT 8 SHOULD ACTL44L COSTS BE LL GWATER, THE L'ZALMICE SHALL BE PWD TO THE DISTRICT BY THE APPLICANT. NSTALL 6' T.V.C. CL 150. C-000 SM 16W ACTUAL COSTS BE LESS. THE &V ANCE SHALL BE REFUNDED TO THE 4 APPLICANT: FEES SUBJECT 70 CW40E N77HOU'T N077CE. FROON NSTALL 6- RES LW4T WEOOE VALVE (F x OT. F x F) KNCAtARK: . Q f GEES SOU!"9ft: ALOMMG TEMESCeAL CANYON ROAD FROM WEIRICK ROAD. 7 t0r<T' +/- EKY OF TIE AA1TlTRSiEC7I0IV Or MWESCAAL CANYON 11040 AND LEROY QUA OR PRESSURE FOR FIRE PROTECTION OR ANY OTHER PURPOSE 5111 I 2' +/- WILY OF P.P.,#10175; 4.5' +/- f'LY OF THE CENTERLINE OF EA A 006004W DMIA. T +/- N LY OF 7!E NT Y EDGE OF A CONCRETE CUL VERT 7' +/- N'LY OF THE ETW OF L.EROY S1RW. 17' +/- W'LY OFA 5' HIGH CHMW LLW-7 LLW`-6 LAW FrACE CORNIER; 73'+/- SE'LY OF P.P. /20801; 171' E'LY OF B.M. S316; A BRASS DISK STiAAVED 5316 TAM RESET 19+65. f ELEV. = 907.5180 3 6 EA APPROVED BY: DATE: e i �Z sT-Z p 1-a00 LLW-4 ?27.-2600 DATE BY MARK + rff VMI" *A f1 WPON y0f IMT MNED BY: RICK I & WATER IMPROVEMENT PUNS 0 EA 19y.- DATE: Y: SEWER 6z WA TER IMPROVEMENT PLANS TRACT NO. 27946 Wv&qApt DRATE: REVISIONS Y•. RCK I N D E X 100 0 100 M A P Scale 1 " = 100 ft .E RIVERSIDE COUNTY OM. OF HMTH AMOVAL THIS IS TO CERTIFY THAT IMVETRSDE COAUN7Y OFPMRiMIENT OF HEALTH APPROVES THEOF THE ITEM IS CHECKED ABOjrE. SEWER LAYOUT ( ) NATER LIVE LAYOUT (�/)/ !EE LAKE WATER DIS, A"ROW0 FOR CONSTRUCTION: RECOMMENDED FOR APPROVAL 11 -j - t7 Deft . DATE: QTY HECJ OpwaNans DATE: DATE. ML COUNTY L J_ r 41 _ _ R 3 35 WATER LEGEND AND ESTIMATE OF QUANTITIES QTY UNIT LEGEND DESCRIPTION STD. DWG I M.M LL 1 NSTALL 6' T.V.C. CL 150. C-000 LLW-22 LLW-2S 4 EA FROON NSTALL 6- RES LW4T WEOOE VALVE (F x OT. F x F) LLW-30 7 QUA OR PRESSURE FOR FIRE PROTECTION OR ANY OTHER PURPOSE 4 EA COIRTOIJCT STA140W i' RElEMTML LLW-7 LLW`-6 DATE f FIRE WfOMMT ASSEMBLY (6)14x2-1/2) 6 EA APPROVED BY: DATE: e i �Z sT-Z p CONSTWJCT 40 ROMA-OFF ASSEMBLY LLW-4 1 & WATER IMPROVEMENT PUNS 0 EA CONsT111MCT Z- AIR t SP LLW-'0 - CT NO. 27-~ OF * �• ~�~ AS�MBLY LLW-11 C►r►L ENa►NEEII►NO • suo rE rima • PL ANNING R CA �"O'°2WO04 WO COVER SHEET f4RLEASE 41 EA1' (WO) SM -0241 F COPPER WATER SERVICE ASSEMBLY LLW-14 1 VCALEJ 0 EA*:- AS NOTED ENCHI tK: MWALL M x 12' x 12' CAST IRON TEE CHARISSA LEACH, R.C.E. 53390 EXP. 06/30/99 1 1 EA NSTALL Ir x 60 x 6' CAST IRON TEE 1 0 EA 1 NSTALL 43 CAST WM ELBOW 0 EA 1 WSTALL 12' CAST NW END CAPS LLW-24 1 EA INSTALL 6- CAST MON END CAPS LLW-24 7 EA : • 2 CONSTN= CONCRETE TRUST ROCK LLW-26 4 EA INSTALL RITE RETROIREFLECTIVE PAVEMENT `C7 HANKERS PER RMT►. CO. FOE DEPT. STD. WATER NOTES 1. CONTRACTOR SHALL FU1WWSH AAP INSTALL ALL FACILITIES IMV ACC0400'.:E WAIN LEE LAKE WATER DISTRACT (LLM) INTER SYSTEM FACILITY REQUM 00MEI ,, S'1l AA04OW SPECIFIG1710NS AAD St4011004100 D44W NGS. LLWD STANCARD SPECF10471OW AND STANDARD DRAWMW ARE AVWAABL.E AT THE DISTRICT OFFICE. CONTRACTOR SMALL BE IN POSSESSION OF D67MNCM SPECIFICATIONS AND STANCARD DAANWKJS ON THE ' JOB SITE AT ALL YOM 2 ALL PERMITS REQUIRED BY LAW SHALL BE ACQUIRED BY THE APPLICANT OR IWIR CONIRACTOR AND ARE AMIE PART OF THE SPECIFICATIONS 3. THE DRAWINGS .MUD DATA HEREON ARE HEREBY MADE PART OF 7Hf SPECIFIiG/MNS 4. REVISIONS WILL NOT BE AAAOE 70 THESE PLANS WITHOUT THE APPROVAL OF LLWD. 5. APPROVAL OF THESE PLANS BY LLWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE LOCATION OR EXISTENCE OR NON-EX57E7W£ OF ANY L*4DEiRGROUVRD UTILITY, PIPE OR STRUCnW Mt7HIN THE LIAW7S , OF WORK 6. THE CONTRACTOR SHALL NOTIFY THE LLWD'S DISTRICT ENGINEE`ER A AIIMMAM IM OF ONE WEEK PRIOR TO BEVMNX WOW SO THAT INSPEC7IONS CAN BE ARRANGED AND PROVIDED. 7 THE LLWD INSPECTOR SHALL BE FLWASHED WITH THREE SETS OF PRa ECT DRAW M;S. 8. THE CONTRACTOR SMALL COWORM 70 CURRENT CAL OSHA SAFETY REQUIREMENTS. 9. THE CON7RACTOR SMALL SiASW TO THE LLWD A SOILS REPORT BY A 01AV.10"IIED GE07ECHNICAL EIVGV&ER NMUCH CERTIFIES 7HAT ALL TRENCH BACKFILL NMS COMPACTED AS ONREC IED BY THE SOILS Eh"VE£R IN ACCORDANCE WITH PROJECT SPECIFICATIONS AND LL11D SPECAtIC 477ONS 10. J06 -MIXING OF CQNCR6E IS NOT PEA WT7ED. 11. ALL CONCRETE TE37NyG REQL*TED BY THE LLWD WILL BE AT THE EXPENSE OF THE CONTRACTOR. 12. CONTRACTOR SHALL PROVE WWrMV NOTIFIC47ION REQUES7101I0 A SYSTEM SHUTDOWN FOR CONNECTIONS TO £OCTSIIIMC SYSTEM. SAO N01*7G4710N SIMLL BE ANOE A MINIMUM OF 7HMlEE OEM PRIOR TO SAD SHUTDOWN TO THE LLWD D67WT ENGINEER. 13. ALL CONNECTIONS OR Ir --Oa TV THE EXIS NG FACJL111ES RVOLMMRIMMG S1S7EM SHUTDOWN AND DM V4^ OF, 7W EJCW MMG FACXIIAES SHALL BE DOME AT muff OR AS APPROVED BY TME D1 79XT. 14. EACH LOT SHALL BE SERVICED WFN A IMRAIT OF 1' COPPIEN LATERAL WW METER AND BACK FLOW PROTECTION DEVICE. A 3/4 -ICH HIGH LIl7TER Va AWAL BE CHISELED IN THE IOP OF EXISTNMG CURM1 dRR M M N?ED AV IMM CLIND AT ALL N147ER SERVICE CONNEC 11 MMS. 15. AIR VACUUM AND AMR RELEASE ASSEMBLIES SHALL BE INSTALLED AV ACCO WANCE WITH LLWD STANDARD DRAWAVS LLW-9. Ur -10, OR LLW -11. AIR AELEASE HALVES SHALL BE INSTALLED AT ALL MGN POINTS AND BLOW OFFS AT ALL LOIN POINTS IM THE WATER LINE PROLE. FIRE HIMTAANITS CAN BE USED IN LEU OF A AOVO. L AMR RELEASE OR BLOW -OFF w*W LOCATED NEAR THE HIGH POINT OMR LOW POINTS AV THE PROFILE. BLOW -OFFS S44LL B£ AVS'TALLED IN CO AIF ORNIANCt TO LLMD-4. 16. ALL EXISTING FACILITIES 1O BE TIED INTO SMALL BE FIELD MIRIFTED .MAD N07ES SHALL BE SUBAfRED 10 THE DISTRICT PRIOR TO CONIrECTILlV. 17. WATER SYSTEM SMALL BE PRESSURE TESTED AV ACCORDANCE .MATH STAAAIMARO SPECIFICATIONS 18. ALL VALVES. PIPIKti AND SMALL BE DESIGAV 7O DEET OR EIXM THE SPECIFIED AMEN/ DESM PRESSURE SHOWN ON THE S9EEM M ADDITION, ALL VALVAE$ PMrELIAES AND .SHW 7E51ED AT tow HIGHER THAN 7W MMV AW PIM&W DESIGN PRESSINRf_ INDIES VNALL RE CAPABLE OF WITHSTANDING OESXW PMS M A CLOSED POSITION TESIINl6 SMALL BE PERFORATED IN TW PRESDICE OF PC DISTRICT #991ECM 19. CONTRACTOR SMALL DISMIFEff ALL PIPEL.IUES AND APFURTEWNCES ETTfE1R PRIOR TO OR AFTER THEY MANE MM SURIWIED TO M MWSTATIC LiAK4 E YE57MMG. INE METHOD OF DISIIM'ECIRIRNG III ALL G10Nw>' W 10 PMIOMSIOAIS ANNA C-001 (LAMSV. THE CONIoCEN71047RSN Or TW OOESW AIRED SO4 ALL BY THE DISTRICT AND SHALL BE AT LEAST 30APD I7 SMALL NOT 2100 Awn. CMU.CMA ATED WATER SHALL IRETIIMM M THE )LPE LOIMG E0ill TD ALL NON-SPORE-fnRNM BEACTER14 (MIN. 24 HOURS). 20. CONTRACTOR SHALL FINIMISM PffrS L AND CHEIMCAL PEST RESULTS FOR ALL FITTINGS IN ACCONADANLE TO LLMO SM0011040 S'PECFICAIRV4 21. ALL MATERIALS. WPM AND AAWWWN OF 7HE PIPE SMALL BE AMI CVWOMffy WITH THE REQUIIVbdTNIS OF LLMD AND TARE ANIMA STAAAIPIP& FMAMF 10 ANEET ANY REQUNPEMENTS OF THE AMW REFEREIICED AGENDES HEALL 1BE 04USE R'JrR . A ECTIIONI. 22. FIRE HYDRANT SMALL ME COA67N CW IM ACCORDANCE MFTIV SRDIARDA D p NOW41CS NOS. LLW-2, LLW-S. LLW-S. LLIF-A, LLIF-7, OMR LLW-8- 23. NATER LINE C01191MUCTION SKILL ME' 8- PVC (PVC, CARL OR SIM M AEX'7M"WE WITH STANDARD DONW40S NETS LL0-22 ANO LLW-23 FOR PVC PMME AND UW -28. LLW-29, AND UIF-J2 TIS OUNIf LLW-3& 24. THRUST BLOCKS SMALL BE COMSftCTED OV ACICORMSAIYCE WFN LLWD S'AMOMID DRAWINGS NO. LLW-26. L.L WA NOTE: APPROVAL Or 7m PLAN BY LEE LAKE NATER 0167MCT DOES NOT C00457TTIUTE A REPMRESEMPTIION OF THE ACCURACY OF THE LOCATION OR DaSTENCE OF ANY UAVERr+fIIO 00 UMITY PIPE'S OR EXISnNC£ OF ANY LOVERGROUMD UMn PIPES OR s7ftcnAms MFTHAIII 1HE LMM OF THE P'ROJECT. R►YERS" C0(MM FM DEPARTMENT SEWER SYSTEM CERTIFICATION WATER SYSTEM CERTIFICATIOV I CERTIFY THAT TIME DESIGN OF THE NM7ER SYSTEM S IN ACCOIINYMCE WITH THE I CER71M Y THAT THE DESIGN OF THE SEWER SYSTEM IN TRACT NO. 27946, IS IN ACCORDANCE WITH THE SEWER SYSTEM AMSTER PLAN OF LEE LAKE WATER DISTRICT I CERTIFY THAT THE DESIGN OF THE NATER SYSTEM IN TRACT NO. 279" IS If ACCOROMO CE INTH THE NATER SYSTEM A64MR PLAN OF LEE LANCE NATER V SHAGS AND DISTIRWTTON SYSTEM *ILL BE A=U0F REQUIREMENTS PMRESCRISIED BY THE RIVERSIDE COUNTY FIRE DEPARTMEW..Np ,yND THAT ASUPPLYINE THE DISTRICT HAS PROGRAMMED ADEQUATE CAPACITY r0 TREAT THE WASTES AND THAT THE NATER SERNCE; STORAGE TO SUPPLY NATER TO SAD PROJECT. THIS CERTIFICATE OQES NOT CONSTITUTE FROON PROPOSED TRACT. A GUARANTEE THAT IT MALL SUPPLY NATER TO SAD PROJECT AT ANY SPECIFIC QUA OR PRESSURE FOR FIRE PROTECTION OR ANY OTHER PURPOSE '& -t 7 BY,. DATE GEN AVAi4am DATE SHEET No. SE" I. APPROVED BY: DATE: e i �Z sT-Z p E LAKE WATER DISTRICT �w 111 111111 , -SEWER & WATER IMPROVEMENT PUNS SPOR I N DEPT., RtVERS10E COUNTY, CA. R.C.E. No. 33950 EXP. DATE: 6 � � E N 42,114 E E R s - CT NO. 27-~ OF * �• ~�~ PARED UNDER 1 O�MlE QF; C►r►L ENa►NEEII►NO • suo rE rima • PL ANNING R CA �"O'°2WO04 WO COVER SHEET FLE N*. _ r - DATE: (WO) SM -0241 F VCALEJ ���� K. HOVNANlAN INC. �� AS NOTED ENCHI tK: CHARISSA LEACH, R.C.E. 53390 EXP. 06/30/99 1 7 SEE LEFT -- -- ---_- -.� __ -- i I - _ ! 4 , k'- - - - - - -- i ♦ ! i f 4- 1 - - - --- - - -- --- -- - -- ---�- -� _ i---+- ! J -A i x ; ! E + , _-T771t A I I t . e i i'- . , �" • 1 � +- 1 ; �r i , � _ - __�--�4---4-- --+ --- -- - r r -i--I- 4- i--fi' V ♦ , E , - - - -- - - - ! - - I - t Gal t I - ; I i f , ♦ ♦ 1 , , i I ; f i - ' ♦ 1 I } ( : 1 : i '1 I i : � ; ' , t � � f i t I � , k J T -� , -+ �--�-- -� ___-t-_ __! - Y -___t , • _ _ , 1 1 i t i l f 1 I i i -i-- I ' � � � k , � 1 I k � ; � I f ♦ '-- • � E I I � - '� � � i � i i I J i ! k i fi t ♦ : ' - , i 1 t , ♦ 1 , w FF 1 [ a t ; --4 ?_ - ' t , k l t - t t y t 1 ♦ , } t, { 1 ' a , , + -t -- -- +- - i - - - - - - --- k j i , , , t • t I , , y _ - ' � : � I ' i I I - ! +� � t 1 � t ! � �• J ( � ' t !► A i I i � -� � �!�- ''. � � - __ - --_ I 1 i ---}-� 1 , r { , , , , r t ► k f , , , 1 } t : - i : k } , EI , , 1 i I 1 , t 1 ! j { t t 11 l 1 , 1 , I I T1 { e - - -- - - - - - -- - - -- 1 1 j . k 1 1 i l I I I 1 1 V ' 1 • - i - - . -_ _ -_ i t I I t 1 1 i , 4 , I f ; 1 1 1 , ! i t , ( , i . a. , 1 1 ! ! a 1 � 4- - i -- -- - - k k f i i j k t ; i r f (( , f I ` I 44 mm F6 4F 10 11 12 13� �r 14 1.5 16 17 CLAY CANYON DRIVE SEE SHEET 3 OF 32 1 TN. 22333 STA 11+20.68 WTR GOLDEN LOCUST DR. IMMWMENT PLANS SrA 9+87.00 WrR, LEMaMMM DRC EXIST. 8 *)f8 *I8' TE£ STA. 10+13.00 ► c° O1' ? A. +1 1J EXIST 8' NOT TAP ASSEMBLY SU 11 +31.68 GOfL T pg. 4 i STA 10+00.00 LEbKVAKW DSR. Lot wl STA m..LAn 80 GOtlmw LOcusr DR I "� 37A --M-+01.47 Y 77 76 S' NMIr., T1+'p. l ` L.46.99, 52. 1' 54.00' 54.00' 1 � � 4 • i STA 12+81.07 WM ' I EXISTINMG 1 4' SLOW -OFF ASSEMNLY 25 88' END r 1!i1;LMFS fwr-w CONSTAl1 noon 24 t E�MfJNm'000 DR. QM STM 14+27.58 0WUXN LOCUST DR. 21 STA 12+81.07 STA 13+87.77 W1R, TRACT Aq1' 6 F.N. ASSEAR� Y 8'� TEE 2-0 AEX&fWT SEWS WLWS 1?+11.Q7 SMR TA 14+40.38 GOLDIEN LOCUST DR. F,Jw. CL C O. NO. i STA 10+00.00 FLANMIDGE DR. MEOW COAWWX"0N 5 6 7 8 9 Tim. 13 S TTP , � 31 Trp. h L-18- 00' -1 •00' 36.00' -53 \,G -\-<D 14 10 114.31' r, 1 14+ 45 R7 ' CL /N. N.+ 3 Mw (A + F! /NrR/DCE DR. SEE sNEEr3 GOLDEN LOCUST DRIVE 1445 .EE LAKE WATER DISTRI OPERA TIONS DATE: Z CHECKED BY: DATE: lal L: I 13 S rRFEr C/! DA TA � C �� • -- -- ---_- -.� __ -- i I - _ ! 4 , k'- - - - - - -- i ♦ ! i f 4- 1 - - - --- - - -- --- -- - -- ---�- -� _ i---+- ! J -A i x ; ! E + , _-T771t A I I t . e i i'- . , �" • 1 � +- 1 ; �r i , � _ - __�--�4---4-- --+ --- -- - r r -i--I- 4- i--fi' V ♦ , E , - - - -- - - - ! - - I - t Gal t I - ; I i f , ♦ ♦ 1 , , i I ; f i - ' ♦ 1 I } ( : 1 : i '1 I i : � ; ' , t � � f i t I � , k J T -� , -+ �--�-- -� ___-t-_ __! - Y -___t , • _ _ , 1 1 i t i l f 1 I i i -i-- I ' � � � k , � 1 I k � ; � I f ♦ '-- • � E I I � - '� � � i � i i I J i ! k i fi t ♦ : ' - , i 1 t , ♦ 1 , w FF 1 [ a t ; --4 ?_ - ' t , k l t - t t y t 1 ♦ , } t, { 1 ' a , , + -t -- -- +- - i - - - - - - --- k j i , , , t • t I , , y _ - ' � : � I ' i I I - ! +� � t 1 � t ! � �• J ( � ' t !► A i I i � -� � �!�- ''. � � - __ - --_ I 1 i ---}-� 1 , r { , , , , r t ► k f , , , 1 } t : - i : k } , EI , , 1 i I 1 , t 1 ! j { t t 11 l 1 , 1 , I I T1 { e - - -- - - - - - -- - - -- 1 1 j . k 1 1 i l I I I 1 1 V ' 1 • - i - - . -_ _ -_ i t I I t 1 1 i , 4 , I f ; 1 1 1 , ! i t , ( , i . a. , 1 1 ! ! a 1 � 4- - i -- -- - - k k f i i j k t ; i r f (( , f I ` I 44 mm F6 4F 10 11 12 13� �r 14 1.5 16 17 CLAY CANYON DRIVE SEE SHEET 3 OF 32 1 TN. 22333 STA 11+20.68 WTR GOLDEN LOCUST DR. IMMWMENT PLANS SrA 9+87.00 WrR, LEMaMMM DRC EXIST. 8 *)f8 *I8' TE£ STA. 10+13.00 ► c° O1' ? A. +1 1J EXIST 8' NOT TAP ASSEMBLY SU 11 +31.68 GOfL T pg. 4 i STA 10+00.00 LEbKVAKW DSR. Lot wl STA m..LAn 80 GOtlmw LOcusr DR I "� 37A --M-+01.47 Y 77 76 S' NMIr., T1+'p. l ` L.46.99, 52. 1' 54.00' 54.00' 1 � � 4 • i STA 12+81.07 WM ' I EXISTINMG 1 4' SLOW -OFF ASSEMNLY 25 88' END r 1!i1;LMFS fwr-w CONSTAl1 noon 24 t E�MfJNm'000 DR. QM STM 14+27.58 0WUXN LOCUST DR. 21 STA 12+81.07 STA 13+87.77 W1R, TRACT Aq1' 6 F.N. ASSEAR� Y 8'� TEE 2-0 AEX&fWT SEWS WLWS 1?+11.Q7 SMR TA 14+40.38 GOLDIEN LOCUST DR. F,Jw. CL C O. NO. i STA 10+00.00 FLANMIDGE DR. MEOW COAWWX"0N 5 6 7 8 9 Tim. 13 S TTP , � 31 Trp. h L-18- 00' -1 •00' 36.00' -53 \,G -\-<D 14 10 114.31' r, 1 14+ 45 R7 ' CL /N. N.+ 3 Mw (A + F! /NrR/DCE DR. SEE sNEEr3 GOLDEN LOCUST DRIVE 1445 .EE LAKE WATER DISTRI OPERA TIONS DATE: Z CHECKED BY: DATE: lal L: I 13 S rRFEr C/! DA TA / DISTANCE /RAD./ rAN. 1 N30'05'00 159.31' . 2 N30`05 00'W 36,30' 3 24'4613' L-21935 ,R-505.00 , T-110.91 ' fA SEMEN r 'A ' s r r s#z rr 41 11 STA. ?O+M4V SM. E SENT CL N.N. NO. 4 ; I ASDATE: - A ION DEPT., RIVERSIDE C0 MTI, CA. R.C.E. No. 33M EXP. DATE: 4/301" POMPAM UNW TW o�• DATE: CHARISSA LEACH, R.C.E. 53390 EXP. 6/30/99 12 STA 16+93.03 WTR 11 6 N. AS5aWY 8, ft-sSxAEw K-" V➢ d ws 8' E)W CA END CONMSTAM )CTION STA. 16+95.03 EN©/VEERS CIVIL Emt#I mEEA/mP • spo r'E rime • PL A Mm/m0 OWO APPOR7'DAWE, PVVERSCE, CA 92504 TEL: (POR) UM -024' • FAX (909) 088-0599 AS NO= KWI WWI : SEE SHEET N0, 1 s£Ar£R coNs rRt/c r/oN No rrs (D CONSTRUCT d' P. v C. sf OCONSTRUCT MOM" RN LL.M© SID DMG. AV S-12 3O CONSTRUCT 4' SEMW LATEIK 3�CONSTRUCT 4' 84CKFLOW W&W IISSEILY PER LLOV STD DNS. NO. S-29 S£M'ER OA rA SEARING ® Doss rA'E i4m TAN. 1 N30'05'00'lr 163.31' 2 N30'05'0011' 30.,711' 3 19'16'23' L-f67.�1;A'�41M.OD;T�84.73' N'Ar£R CONsrRI/Cr/ON Noris 10• CONSTRUCT 8- C-980, CLASS 150, P.V.C. PAPELVK PEft LLOD STD. DWG. NO.S LLW'-22 * LLWl-23 11. CONSTRUCT 8- ft-.0C:AENT WMGE WILW (FXIGT,FXF) PER LLND STD, DWG. NO. LLW-30 12. CONSTRUCT 6' RESAQVVW FW NYDAANT ASSENKY PER LLMD STD. DWG. NOS. LLW--7 f LOW -8 13. CONSTRUCT 4' SOW -OFF ABY 15. CONSTRUCT 1' COPPER WINTER SMWE AS'SEMY PER LLMC STD. DWG. NO.S LLW 13&LLW 14 17. CONSTRUCT 8' X 8' X 8- CAST AM TEE PER LLIID SID. DWG. NO.S LLW-29 OCONSTRUCT 8' CAST AM EW CAPS PER STD. DM N0. LLW-24 21. CONSTRUCT TINPUST BLOCK PER LLOO STD. DWC. NO. UW -26 A/',4 r E R O A rA 01 BIEAR/NG Zo, DSSTMIC ANal rAN. 1 N30,05 00'W 106.701' 2 N30'0500'W Mor, 3 NXr05 00'W ,a, 4 &-24.55 49' L=? ,p -p ' Ti 114. -5 I' LEE LAKE WATER DISTRICTww. SEWER & WATER IMPROVEMENT PUNS TRACT NO. 2?946 0F + w GOLDEN LOCi1ST DRIVE F u w - FOR: K. NOVNAMMM INC. 5064 wMn: E j l79M- !N1 . Wit,-,_.�.....•.,,,,, - -t--7 -17 --t- T 4 t - 4 t 1 4 ff 7 7- + _4 t 42LALAI 4- rl M -L-4- I 4 t 1 r 4 -4- + Tf 17 1 14 i CA gin" 4 4 7 _4 31 4_ J- -• 4 mi s I' ff dr #f cows ritilc r1oh, #vo rrs W 0 cownwxr r P.V.C. SEWER Q CONS ftCT MWOME PER LLWV STD. DOG. NO. S-13 -n Z 7 CQ CONSTRWT 4' SEXER LATERk i l6 1T 1.� :* /if ob AV 171 22 AK f 24 0 Aff 27 + + 4. C10AWWCT NESXXWIW CLEANOUT PER LLW0 Sm �W. No. S-9, TYPM TO ALL UK LA"4LS 15 + *c A N r o y I- N'v f + CONS`7XWT 4' 84CKFLOW WW ASSEMBLY PER U00 STD W 30 21 DW. NO. S—" rrp =10.32' Im (j4 ?bon .57 50.00 50. 00' so. Do' 50.00 .00' 50.00' -JJ 44' 00. Lo 14 JL 01 CO~AW IV kf?fvrr 17 T7 1 Aftw /V CkW61S?WW7xW %4 44 20 So. L 6.30 50.00' 50.00' 50.00 50. t-460 1 STA. 19+28.07 FLINTRIDGE DR- 8 h5' (TYP) . V -m STA. 15+21.26 CANYON VIEW DR. 00, STA. 19+ 15.07 WTR WATER C 0 N S r 40?11Cr10# NOTES 7XQGE DR, STA. 15+08.35 WrR CONSTRUCT 8' C-900, CLASS 150, P.VC, PIPELINE PER LLWID STV. CANYON VIEW DR. 10. —2 —25 NO.S LLW 2 & LLW` 8 W 'X8 ' TEE DOG. 8' RESILIRNT WEDGE VALVECONSTRUCT 8- RESIDENT WEDGE W4LVE (F-XGTFXF) PER UWD SID. x 8 DW NO LLW—_JO CONSYMCT 6m AEWENTW FW HYDWNT ASSEMBLY PER LLWID STD DW. NO.S LLW-7 & LWW-8 �ry �- 4l 4v it J7 Jv J5 Jr4 15. CONSTRLACT I' COPPER NHYFR SERVICE ASSEMBLY PER LLW0 STD. DOG. NO.S UW— 15 & UW— 14 4W CONSTRUCT S' X So X 8" CAST IRON TEC PER LLWV STD. DOG. NO.S UW -29 # Z 0 C V S r a? 45 X :k W C,4 # Y # V t- 1P 0 R. CCW57NWT TM/Sr BLOCK PER LL*fD = DW NO LLW-26 # o (@ S 4r E S # gr 4r r I y ti 20. CONS7PLCT S' CAST WON END CAP PER LLWO STD. DOG NO LLW-24 12 12 21 F1 0 40 *0 1" FLINTRIDGE DRIVE SEWER v,4 r.4 E1186AAM /4, DISTANCE / 440./ TAN. I Nav*35,00 IE 1,34.15' 2 &-3I10I'120 L- 12106',R-231.00, T-04. I I' .3 AWW#4#*W 35.49' 4 A4#W'4#'W 300.00* .4 5 AN 03'44 120.84' _j_ &-10'18'48- L-35.019',ft-306.00-J-27.61' 7 N78'45 00 1010.33' T- -t--7 -17 --t- T 4 t - 4 t 1 4 ff 7 7- + _4 t 42LALAI 4- rl M -L-4- I 4 t 1 r 4 -4- + Tf 17 1 14 i CA gin" 4 4 7 _4 31 4_ J- -• 4 mi s I' ff dr #f cows ritilc r1oh, #vo rrs W 0 cownwxr r P.V.C. SEWER Q CONS ftCT MWOME PER LLWV STD. DOG. NO. S-13 -n Z 7 CQ CONSTRWT 4' SEXER LATERk i l6 1T 1.� :* /if ob AV 171 22 AK f 24 0 Aff 27 + + 4. C10AWWCT NESXXWIW CLEANOUT PER LLW0 Sm �W. No. S-9, TYPM TO ALL UK LA"4LS 15 + *c A N r o y I- N'v f + CONS`7XWT 4' 84CKFLOW WW ASSEMBLY PER U00 STD W 30 21 DW. NO. S—" rrp =10.32' Im (j4 ?bon .57 50.00 50. 00' so. Do' 50.00 .00' 50.00' -JJ 44' 00. Lo 14 JL 01 CO~AW IV kf?fvrr 17 T7 1 Aftw /V CkW61S?WW7xW %4 44 20 So. L 6.30 50.00' 50.00' 50.00 50. t-460 1 STA. 19+28.07 FLINTRIDGE DR- 8 h5' (TYP) . V -m STA. 15+21.26 CANYON VIEW DR. 00, STA. 19+ 15.07 WTR WATER C 0 N S r 40?11Cr10# NOTES 7XQGE DR, STA. 15+08.35 WrR CONSTRUCT 8' C-900, CLASS 150, P.VC, PIPELINE PER LLWID STV. CANYON VIEW DR. 10. —2 —25 NO.S LLW 2 & LLW` 8 W 'X8 ' TEE DOG. 8' RESILIRNT WEDGE VALVECONSTRUCT 8- RESIDENT WEDGE W4LVE (F-XGTFXF) PER UWD SID. x 8 DW NO LLW—_JO CONSYMCT 6m AEWENTW FW HYDWNT ASSEMBLY PER LLWID STD DW. NO.S LLW-7 & LWW-8 �ry �- 4l 4v it J7 Jv J5 Jr4 15. CONSTRLACT I' COPPER NHYFR SERVICE ASSEMBLY PER LLW0 STD. DOG. NO.S UW— 15 & UW— 14 4W CONSTRUCT S' X So X 8" CAST IRON TEC PER LLWV STD. DOG. NO.S UW -29 # Z 0 C V S r a? 45 X :k W C,4 # Y # V t- 1P 0 R. CCW57NWT TM/Sr BLOCK PER LL*fD = DW NO LLW-26 # o (@ S 4r E S # gr 4r r I y ti 20. CONS7PLCT S' CAST WON END CAP PER LLWO STD. DOG NO LLW-24 12 12 21 F1 0 40 *0 1" FLINTRIDGE DRIVE 2 1 r7 N7V4,5WIV 106.01' 17 21 _' � - SEWER v,4 r.4 E1186AAM /4, DISTANCE / 440./ TAN. I Nav*35,00 IE 1,34.15' 2 &-3I10I'120 L- 12106',R-231.00, T-04. I I' .3 AWW#4#*W 35.49' 4 A4#W'4#'W 300.00* .4 5 AN 03'44 120.84' _j_ &-10'18'48- L-35.019',ft-306.00-J-27.61' 7 N78'45 00 1010.33' 2 1 r7 N7V4,5WIV 106.01' 17 21 _' � - S r# 1-1- r CIL DA rA BEARAOG /Zi DISTANCE / RAD./ TAN. I N59*55'001E 140.15' 2 ® —31*01'12' L - 121.82, R-225. 00, T-62.44' 3 W9'03'48'W 456.30' 4 � —10` 18'48" L -54.00,R-300.00, T-27.077-- 15 N7r45 700 �*Wl 109.33' 2 1 r7 N7V4,5WIV 106.01' 17 21 _' � - ff.4 r4C# 04 TA MEAMM 4 A DISTANCE MD./ TAN. I AW53100T 153.13' 2 &-JIVI'12' L = 114-74 R-212. 00'. IfIl. 83' J AMW*4#mW SCX' 4 AWW'48'W 300.00' 5 NWW'48*W 100.00' 6 Q -10' 18'48* L-5?.86',R­287.O0rr_;3f_9O' - CHARISSA LEACH, R.C.E. 53390 EXP. 6/30 Am u I 2 1 r7 N7V4,5WIV 106.01' 17 21 _' � - '����� �LLL C& =I I - Boo -2 2 7 — 2 600�� #Ar# 8~ rff Fowl" F" of L8NL WATER DISTRIto[ I UW141 T - ML W. Iry -as ML ff AV-rlm OF; m z Z_Z olib�_ &/a - - mm malice ar Ar a it IV A! Aff R a CIVIL fNQ1XEEft1N0**vovEri#q*PLA#N1NQ W20 APPOORT 0MVE, RfVERSM CA 92504 rEL., (909) &W-0241 * FAX (909) 688-0599 LEE LAKE WATER DISTRICT SEWER & WATER IMPROVEMENT PLANS TRACT NO. .27946 FLINTRIME DRIVE �'�"'�� 3 of + APPON" FOR CONSTRUCTION: DATE BY MARK REVISIONS APPR DA M BY- RICK ENGWEERING OPERATIONS DRAWN 13Y: FXX CHECKED 1 L TRN6PORTATICN-5EPT., RIVERSIDE COUNTY, CA. R.C.E. N.M. 3.3950 96 EXP. DATE: !LNL DATE: Lfzyzs 7. F PIMED UNDER TW DATE: 1 Lli�= - RLE'No. 5084 HECKED BY: ve W: NS RIOTED BENCHMARK: ;A 1"7 SEE SHEET NO. 1 FOR: K. HOVNANIAN INC. DATE - - CHARISSA LEACH, R.C.E. 53390 EXP. 6/30 Am u 4- — - L t t 1 4 4 t 4- t 4 4 �ry i 1 1 f I i i i f i t 1A It I I i I I I i I I f i I 7 + —4- t sun)♦ ---------- -1 7- L_ t--- 14- 4t + t rr 4- 4. � j fi T J 4, 4 A - ----- + 4 1 4 f + t4 - T- —7 _4 4 4 4— _4 + T 4 4 + + --A t 4 1 + + 7 4- - ad • +1 ING _L 1. t_ - i t 4 T .►A 4 __ I --- � - __ T__ _-4-A L _t T -4- + 4 4 - + j + - I __ __ - __ - - " J_ t --j t + t -4 A 4 _4 A ff M 4 4 A 00 Ow 2 By 11 12 + Vill 24 FUTURE 8,- SEWER PER M. NO. 27947-1 STA 13+01.42 SOW lad J 2 no 15' WADE EASEMENT J �I STA 12+11.95 SIMS TO L. L. W D. FORJ CIL M. H. NO. 5 + SEWER PURPOSES J FUTURE .60 SEWER 25 PER TR. A00. 27947-1 t i Jill EASEA/ENT 4 ril rilRr cRlAf so# c r. r.v A c r # v - ?7147 'r . Is,,,* 1.: 0m 11m "1 Mi U. . j I'Lli—mal 'N, OPERATIONS DATE: DATE: r j*4 !C4 A '-7 z .0 if � n A-dZmm== JJJJJKde=== fk*SMRT&M DEPT.. RNERS4X COUNTY, CA. R.C.E. No. 33M EXP. DATE: PKF%= UNDO TM CITIL ff"INEEMINdo MYE rme * PL A NN/M0 DATE: 0420 AOWORT AVE, NVERSIDE, CA 92504 TEL, (909) OW -0241 * FAX (909) 888-0599 AS NOTED CHARISSA LEACH, R.C.E. 53390 EXP. 6/30/" BATE: JUNE, IM7 I SEE SHEET NO. - 1 sFffFR co#s T#I/c r1V# # 0 r 1"s CONSTRUCT 80 P.V.C. SIEVE OCONSTRUCT AMOKU PER LLM SIV 0M APO 5-12 SEWER 0 A rA BEARING 4 A OSrAVM / MfA/ TAN. I N78'36'56T 1803?' 2 1128'22' 40.06- 4 XNXW'/ 210.00' 3 N89'54 43 101.W' LEE LAKE WATER DISTRICT "" "° EWER & WATER AdPROVEMENT PLANS TRACT NCL 27946 w 4-sm r a 10 'IV fu ft. ASEA"dFNT A- 5w FOR: K. r"fw0`~&M INC.: not meow 411- 1pu k p, 3 tG ?War oar ' i �,:1 s •' 12 • 1'' 18 • 2>< LEVEL lr1E 22 23 22 . n VEL - 1 N• T• S• l4 -N -A r VOW r�r N �r FROM STA. 82+06.46 TO STA, 96+50.00 FROM STA. 107+67.00 TO STA. 10+10.31 ! 3 5 . 4 T j. = 75 ® AEAINVE1MMt' SDEMMLK (SEE SMUTS 12 TIVOUGM 18). N.T.S. O.M A. C. 0 84' .! d. CL . -Z_ ss' FROM STA. 8+14.00 TO STA. 19466 12' art32' 12' T T• =5.5 rx _ LEVEL LINE �• 3 � :1 W 1 I NE t- 1 60 Z 2x rm N.T.S. FROM STA`. 91+51.81 TO STA. 99+54.20 T.I.=5-5 4jKl'.J.0 _j2".I6 CCS_ GENERAL NOTES: 1. L WORK SHALL CONFORM TO THE REQUIREMENTS OF RIVERSIDE 100• FROM STA. 96+50.00 TO STA. 107+67.00 TY ROAD DEPARTMENT STANDARDS AND SPECIFICATIONS. DATED 3s' rt = 7. S ® AEAADE1iM W S�LIEMMLK (SEE 1 1 , COUNTY ORDINANCE 461 AND SUBSEQUENT AMENDMENTS. 9. Mill` �i C.SHEETS 12 TMACatA6H Ise, , R/Y R/M SUED VIDER WILL INSTALL STREET NAME SIGNS CONFORMING TO 6• COON STANDARD NO. 816 11' 22' 22' 11' ' 6' 6' 3. THE C RACTOR SHALL BE RESPONSIBLE FOR THE CLEANING OF THE , 3 o.w 5 0.0(0' 1 � LEVEL LINE __21 PROPOSE WORK AREA, AND RELOCATION AND COST OF ALL EX TING LEVEL - 21 2z 4: UT I L I T I E PERM I TEE MUST INFORM COUNTY OF CONSTRUCT I .. 1 SCHEDULE A LEAST 48 HOURS PRIOR TO BEGINNING OF C TRUCTION. N.T.S. 1 CALL 787-20 1. SLAY CANYON DRIVE 4. FROM STA. 10+67.60 TO STA, 25+92.87 p el,, C 4 6 THE ENGINEER INSTALL STREET CENTERLINE TS REQUIRED FROM STA. 41+10.00 TO STA. 48+76.06 BY RIVERSIDE C TY ORDINANCE NO. 461. FROM STA. 28+1.54 TO STA. 33+56.28 IT SHALL BE THE SPONSIBILITY OF THE DEVELOP OR CONTRACTOR 76' ,.. 4 �. 12' .. 52' 26' .. 6' Z 2x rm N.T.S. FROM STA`. 91+51.81 TO STA. 99+54.20 T.I.=5-5 4jKl'.J.0 _j2".I6 CCS_ 3 i.'Li►' i.2G� - EQUESTRIAN 2 CGin'3riCUCT C.COS S GC/» �' n O/ K TRAIL AR I S I NC FROM THE SOLE NE6L I GENCE OF THE OWNER OR THE ENGINEER. •�. . �- STit'UCT CO't'C�flf 5//'-��,(e' •�i`,�m Af �/✓c�.���'E` 3►rL' -' 22 L2%-1 FROM STA. 40+67.82 TO STA. 43+67.87 5 COV, Sr 'r Cale v//V& � t,, I _- °a:. -,til � //�/1 V �GO/i►5T G"4S T /'D�'!C �•'�'f �c�'GTwwn+�YDf�� f�i�•�.� -.�� 1 I 1 r.�- iN5r4LL �TiPC�T 7 �r �CUu-yrr � ew 5T L4(,10 mow. -� �.C. a00, 4.8. CC .� b` �i//yST�IIL S.rPtf r L/6 (' GO///�'T a� , G r �++y� i 9 CO/YST lOC4L OE�R� 5 S /U ✓ -Z , N.T.S. 11 �/� R/ T I F I CAT I ONS to I CDICSTLOCgL ,o�P�t55/a����c� �P cr"C.D K'.^ _ �' YO .'4LAII Aor. Din Am, 2r�? OI -- �CMOYE fXiSl ,8,� �,P/C • NOTE : HE CONTRACTOR SHALL NOTIFY THE FOLLOWING UT I L I S OR 1 /1Y5r41_L 5,retf r /;' f ?/CU'Y MCA! C 57.8 D/tom AEAADERIr'MG SDEMMLK (SEE SMUTS 12 TF9IOUCif1 18) AGENCIES HOURS PRIOR TO STARTING CONSTRUCTION EXCAVATION: YST4I CT TZ4( 5 4CCaCMI-v i j0ep 4,1nc: FROM STA. 128+25.78 TO STA. 137+44.35 10 • 20' 20' 10 • // T I = U S 1 Cs ' R I VERS I DE Y ROAD EASEMENT - DEC/NFJI1OR 'yam c / , R GTAM 4 At - { /4511111 - E CONSTRUCTION SEC ON s (7141 787-2031 K r7 - /v1 TAZ.Z- A- 0 RA2 CIII Av ,Civc eSrl �1Acti /00' tis ; 6 JA CONST. 6" cuO)CY PER , Z01.0.03' t / rf . �'�� Z : I GENERAL TELEPHONE : 1 (800] 422- 4133 XCRD. STD 204 IAIODIr��EDI 1- 7 /• ffiff 12' 39' IO R 1 4 1 - 1 r J Ih\�1\ i xi y\ :y : , ELS I MORE VALLEY MUNICIPAL T I STR I CT : [7147 674-3146 AVE. ` 6 I1�1 E SOUTHERN CALIFORNIA GAS AN 17141 845-2617- 18 18 0.1.y � N.T.S. ! PLANS SOUTHERN CAL IFORKI ISDN COMPANY LE -i Zr_ �. ! 2% ! 2X 1 (AT PERR I S OFF I 0714; 557-5154 21 �l// 111�� z/a EhWNI, PLANWW 3raevtr►+ Py'K�UUIEC T 6620 AIRPORT DR. RwERSI IE, CA. 915ck4 I 1 AIRPORTUNDi�Ft ERVICE ALERT: (8+00] 422- 4133 rEc: *W-0.241 FAX17A M �s S/n OWL �_MQ 1 2'50� � E ITAN WATER DISTRICT. � J�- Aid. CL. � - � V ART KNIOQP : EXT. 4 p" , S 4 N.T.S. aE ,j► h' ,� +�, �OFES,SIp i FROM STA.!4x-8&39 Tri STA. 14098&39 (LAADSCA.aE AEDMAN) �. tam `vQ��a� Msy��Z _ rnr txrrE yrs /ss,cwe.�s n1� ..,� �'! ►�. 47867 r VICINITY MAP FROM STA. 144+44.39 TO STA. 151+0527 AWA diNAW11I!i'�!P!�f �'� Dl�W ^A0ir 46 fA�Y_ 40leWAIl I1F 0/I - k ` .� EV*s12/31r99 N. T. S. T I - 7.5 t3 sA1Vd Ilflt'JC 4 4 f OiY/lr" !'�T + Tom` .A! 1 E R' s , s9 CNS. HiQ - aL AEANDE N SDEMMLK (sEE SETTS 12 THROtW4 �i LiM � 4o � �MI�Iflt`t.%X.ILY,5WFA F �d!/vTIG!'' �c'OF CA't���� SfC, iUn 5 moi' _,/ a1 _.l�trt Al C_ � ,4. B - CL *W T ,� )W r t lGa 7)' - 1 sRIM = RFV I S IOM s MATE /lrlw11WM SY 1 Ch1/r eh ! Es0 i n ser i ng . Ins. TR . 0.6 wi 1 a• ol►V Tomo oo 1 Conlon Read from • w W i r i s �' _ W' 1 y 9. S mi l w Ir Tamaaasl �M Rani f ram va 1t 1 M 100' 3 E' 1 y 1..>,.. IIIIIIIIIIIIIIIIIIII s"""`... O.w.•i11na `" ."'. ", "l.~Ave. COUNTY OF R I VERS I DE Gw Grr tlr.S Rlww... •t tba E.P. at T Canyon Rood 1 114' ' 11' 1 . • 1607913 - E s of the i wtaraoot 1140 t omrm RaaN • O' M' 1h10M ttvls } 9r1't. f1AP IF of F.P. ' = W l t•rb•� wino tonaot S6'* of ►.1.01®1781 4.i' 2 E' lV tat a �talsia�a •ltah�Oft�►1�-�MMII. - lil�m C11I1L 1 M1s. 29941: y - � DATE: - 11R.1tNMT1 ��. '"� "• •�"•� STREET y I MPRO - PLAW ` 18' lY at Ir ll A.C. bees of the I- w.y. • standard 3 1/2' iioalrtor 7.211' IF of the M' IF aha of o a 144118 T t M' 1V of tha ETV » _ hraaa fiaa >t1r •'aO' tat. aot ith eras ed. staved of Latey Rtroatt 1T'2 W blih . f..« oerewI AFFAWM Ws = � CLAY CANYON TYPICAL BECTION o OF��e !" w- _ 8411 I=. Metol �� M.R.C• t4 !._. ■itn• is fauns, 1.0' W' ly 73' 2 a' ly of 1.P. t 1!1' 2 C ll of !•11. Marr allowei / ) 12M�ZZ sllls SEETO LEFT with ftol "see of 910.6 1018 ton MWO RAWr AV Z#41IFILE 00 44 Clow. • 910.m Oso akw. • -M+n from R1♦ per Rttiv. .Co . � ! I� N0� 00iM►Y. '� I. --I& tS9 1fRE�+! . 0. FOR -1 F.B. GENERAL NOTES: 1. L WORK SHALL CONFORM TO THE REQUIREMENTS OF RIVERSIDE 100• TY ROAD DEPARTMENT STANDARDS AND SPECIFICATIONS. DATED 3s' 30, 12' 1 , COUNTY ORDINANCE 461 AND SUBSEQUENT AMENDMENTS. 2. SUED VIDER WILL INSTALL STREET NAME SIGNS CONFORMING TO 6• COON STANDARD NO. 816 t.: 3. THE C RACTOR SHALL BE RESPONSIBLE FOR THE CLEANING OF THE PROPOSE WORK AREA, AND RELOCATION AND COST OF ALL EX TING LEVEL - �2X- �r 4: UT I L I T I E PERM I TEE MUST INFORM COUNTY OF CONSTRUCT I .. 1 SCHEDULE A LEAST 48 HOURS PRIOR TO BEGINNING OF C TRUCTION. CALL 787-20 1. 4. IT SHALL BE RESPONSIBILITY OF THE CONTRACTOR 0 NOTIFY THE ENGINEER INSTALL STREET CENTERLINE TS REQUIRED IKJ BY RIVERSIDE C TY ORDINANCE NO. 461. 5. IT SHALL BE THE SPONSIBILITY OF THE DEVELOP OR CONTRACTOR TO APPLY TO THE R VERSIDE COUNTY ROAD DEPAR NT. PERMIT SECTION. FOR AN EN OACHMENT PERMIT FOR ALL K ON EXISTING COUNTY MAINTAINED R DS. AND FOR UTILITY W K WITHIN OFFERS N.T.S. OF DEDICATION FOR P IC USE. 6. ALL UNDERGROUND FACILI IES, WITH LATERA SHALL BE IN PLACE VNIM f 1116f low 1111%w PRIOR TO PAVING THE STR T SECTION I ING, BUT NOT LIMITED FROM STA. 15+10.31 TO STA. 18+95J7 TO, THE FOLLOWING: SEWER. WATER. ELEC I C . GAS. DRA I NAGE . r I = 75 7. CURB DEPRESSIONS AND DR I V AY APPR S WILL BE INSTALLED AND CONSTRUCTED ACCORDING COUNT STD. 207 AS DIRECTED IN THE FIELD. ® AEAADERNVG S,IDEMMLK (SEE SHEETS 12 THROUGH 18). R/W 8. ALL STREET SECTIONS ARE TENTH ADDITIONAL SOIL TEST SHALL BE TAKEN AFTER ROUGH GR NG TO DETERMINE THE EXACT STREET SECTION REQUIREMENT. THICKNESS SHOWN ON THESE PLANS ARE FOR BOND ESTIMATE S ONLY. USE STD. 401 IF, 22' 22' N' EXPANSIVE SOILS ARE ENCOUNT 9. ASPHALTIC EMULSION CFOG S Ll SHALL APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING P AGEMENT OF HE ASPHALT SURFACING _ LEVEL - _ 6. AND SHALL BE APPLIED AT RATE OF 0. GALLON PER SQUARE, n f1G YARD. ASPHALT EMULSION HALL CONFORM T SECTIONS 37. 39. VI 0.7.R ` 1 AND 94 OF THE STATE ST NDARD SPEC I F I CAT I S. / 10. INSTALL STREET TREES IN ACCORDANCE WITH INANCE NO.460.53. '�• 1 1 . QUANTITIES AS SHOW HEREON ARE FOR BOND ES TE PURPOSES / v/�� �`���� ONLY. NEITHER THE RIVATE ENGINEER SIGNING 8E PLANS NOR :• THE COUNTY OF RI RS I DE GUARANTEE THEIR ACCUR Y OR COMPLETENESS. 1 12. PRIME COAT RE IRED fli TO PAVING ALL GRADES I EXCESS OF TEN PERCENT. N.T.S. 13. NOTICE TO C TRACTOR: THE EXISTENCE AND LOCATION ANY CLAY CANYON DRIVE UNDERGR UTILITY PIPES OR STRUCTURES SHOWN ON T PLANS ARE OBTA I D BY A SEARCH OF THE AVAILABLE RECORDS. T THE FROM STA. 25+92.87 TO STA, 4140.00 BEST OF UR KNOWLEDGE THERE ARE NO EXISTING UTILITIES XCEPT AS SHO ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO KE T 1= G.5 air_ 4 C �•4�.,d CL. -� DUE P CAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOW AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THE PLANS. NOTICE TO CONTRACTOR 14 / SHALL BC A �'f 5a'1// 51.6/L/Tr Jl rye aeli-.%o,f-wt,e uy ea4zA ..-1 re !'PL Y Tf> %rt1L /fU,vN/,� .�f p�4rti �; �/ Jr rP,�•rS.QO�Pl/T/l7!'lt'�L t�Pr ... y ., CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE Arr1y0e&401A411''' )` `ti.'t/ c?,4Pe/4 WMAIA' �,Pf l7 i-y/T�` k1c irOf /'1iGy RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURSs AND THAT 'THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL L- I AB I L I TY . REAL OR ALLEGED . IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PEtOJECT EXCEPTING FOR LIABILITY 3 i.'Li►' i.2G� - EQUESTRIAN 2 CGin'3riCUCT C.COS S GC/» �' n O/ K TRAIL AR I S I NC FROM THE SOLE NE6L I GENCE OF THE OWNER OR THE ENGINEER. •�. . �- STit'UCT CO't'C�flf 5//'-��,(e' •�i`,�m Af �/✓c�.���'E` 3►rL' -' 22 L2%-1 FROM STA. 40+67.82 TO STA. 43+67.87 5 COV, Sr 'r Cale v//V& � t,, I _- °a:. -,til � //�/1 V �GO/i►5T G"4S T /'D�'!C �•'�'f �c�'GTwwn+�YDf�� f�i�•�.� -.�� 1 I 1 r.�- iN5r4LL �TiPC�T 7 �r �CUu-yrr � ew 5T L4(,10 mow. -� �.C. a00, 4.8. CC .� b` �i//yST�IIL S.rPtf r L/6 (' GO///�'T a� , G r �++y� i 9 CO/YST lOC4L OE�R� 5 S /U ✓ -Z , N.T.S. 11 �/� R/ T I F I CAT I ONS to I CDICSTLOCgL ,o�P�t55/a����c� �P cr"C.D K'.^ _ �' YO .'4LAII Aor. Din Am, 2r�? OI -- �CMOYE fXiSl ,8,� �,P/C • NOTE : HE CONTRACTOR SHALL NOTIFY THE FOLLOWING UT I L I S OR 1 /1Y5r41_L 5,retf r /;' f ?/CU'Y MCA! C 57.8 D/tom AEAADERIr'MG SDEMMLK (SEE SMUTS 12 TF9IOUCif1 18) AGENCIES HOURS PRIOR TO STARTING CONSTRUCTION EXCAVATION: YST4I CT TZ4( 5 4CCaCMI-v i j0ep 4,1nc: FROM STA. 128+25.78 TO STA. 137+44.35 10 • 20' 20' 10 • // T I = U S 1 Cs ' R I VERS I DE Y ROAD EASEMENT - DEC/NFJI1OR 'yam c / , R GTAM 4 At - { /4511111 - E CONSTRUCTION SEC ON s (7141 787-2031 K r7 - /v1 TAZ.Z- A- 0 RA2 CIII Av ,Civc eSrl �1Acti /00' tis ; 6 JA CONST. 6" cuO)CY PER , Z01.0.03' t / rf . �'�� Z : I GENERAL TELEPHONE : 1 (800] 422- 4133 XCRD. STD 204 IAIODIr��EDI 1- 7 /• ffiff 12' 39' IO R 1 4 1 - 1 r J Ih\�1\ i xi y\ :y : , ELS I MORE VALLEY MUNICIPAL T I STR I CT : [7147 674-3146 AVE. ` 6 I1�1 E SOUTHERN CALIFORNIA GAS AN 17141 845-2617- 18 18 0.1.y � N.T.S. ! PLANS SOUTHERN CAL IFORKI ISDN COMPANY LE -i Zr_ �. ! 2% ! 2X 1 (AT PERR I S OFF I 0714; 557-5154 21 �l// 111�� z/a EhWNI, PLANWW 3raevtr►+ Py'K�UUIEC T 6620 AIRPORT DR. RwERSI IE, CA. 915ck4 I 1 AIRPORTUNDi�Ft ERVICE ALERT: (8+00] 422- 4133 rEc: *W-0.241 FAX17A M �s S/n OWL �_MQ 1 2'50� � E ITAN WATER DISTRICT. � J�- Aid. CL. � - � V ART KNIOQP : EXT. 4 p" , S 4 N.T.S. aE ,j► h' ,� +�, �OFES,SIp i FROM STA.!4x-8&39 Tri STA. 14098&39 (LAADSCA.aE AEDMAN) �. tam `vQ��a� Msy��Z _ rnr txrrE yrs /ss,cwe.�s n1� ..,� �'! ►�. 47867 r VICINITY MAP FROM STA. 144+44.39 TO STA. 151+0527 AWA diNAW11I!i'�!P!�f �'� Dl�W ^A0ir 46 fA�Y_ 40leWAIl I1F 0/I - k ` .� EV*s12/31r99 N. T. S. T I - 7.5 t3 sA1Vd Ilflt'JC 4 4 f OiY/lr" !'�T + Tom` .A! 1 E R' s , s9 CNS. HiQ - aL AEANDE N SDEMMLK (sEE SETTS 12 THROtW4 �i LiM � 4o � �MI�Iflt`t.%X.ILY,5WFA F �d!/vTIG!'' �c'OF CA't���� SfC, iUn 5 moi' _,/ a1 _.l�trt Al C_ � ,4. B - CL *W T ,� )W r t lGa 7)' - 1 sRIM = RFV I S IOM s MATE /lrlw11WM SY 1 Ch1/r eh ! Es0 i n ser i ng . Ins. TR . 0.6 wi 1 a• ol►V Tomo oo 1 Conlon Read from • w W i r i s �' _ W' 1 y 9. S mi l w Ir Tamaaasl �M Rani f ram va 1t 1 M 100' 3 E' 1 y 1..>,.. IIIIIIIIIIIIIIIIIIII s"""`... O.w.•i11na `" ."'. ", "l.~Ave. COUNTY OF R I VERS I DE Gw Grr tlr.S Rlww... •t tba E.P. at T Canyon Rood 1 114' ' 11' 1 . • 1607913 - E s of the i wtaraoot 1140 t omrm RaaN • O' M' 1h10M ttvls } 9r1't. f1AP IF of F.P. ' = W l t•rb•� wino tonaot S6'* of ►.1.01®1781 4.i' 2 E' lV tat a �talsia�a •ltah�Oft�►1�-�MMII. - lil�m C11I1L 1 M1s. 29941: y - � DATE: - 11R.1tNMT1 ��. '"� "• •�"•� STREET y I MPRO - PLAW ` 18' lY at Ir ll A.C. bees of the I- w.y. • standard 3 1/2' iioalrtor 7.211' IF of the M' IF aha of o a 144118 T t M' 1V of tha ETV » _ hraaa fiaa >t1r •'aO' tat. aot ith eras ed. staved of Latey Rtroatt 1T'2 W blih . f..« oerewI AFFAWM Ws = � CLAY CANYON TYPICAL BECTION o OF��e !" w- _ 8411 I=. Metol �� M.R.C• t4 !._. ■itn• is fauns, 1.0' W' ly 73' 2 a' ly of 1.P. t 1!1' 2 C ll of !•11. Marr allowei / ) 12M�ZZ sllls SEETO LEFT with ftol "see of 910.6 1018 ton MWO RAWr AV Z#41IFILE 00 44 Clow. • 910.m Oso akw. • -M+n from R1♦ per Rttiv. .Co . � ! I� N0� 00iM►Y. '� I. --I& tS9 1fRE�+! . 0. FOR -1 F.B.