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HomeMy WebLinkAboutTR 28214-5 PGP PLAN NO 16-173-16-180 As Built P EC1, E GI?A DING PZ A N 1�w GENERAL N07ES.• TEI?I?A CZ-5 A T A Z 9ERHIZ Z RANCH �yrolcH Ro I ALL WORK SHALL B£ DONE /N WITH TH THE CITY OF LAKE ELSINORE ocs d ��P MUNICIPAL CODE, CHAPTER 15 72.4N0 APPLICABLE STANDARDS AND SPECIFICATIONS Q; ` �� \ AND THE LATEST ED/TIpN OF THE UNIFORM BUILDING CODE(UBG), CFA PTER 33 �( TRACTa2 A PERM/T SHALL BE OBTAINED FROM THE EMG/NE£RING DEPARTMENT C/TY OF LXE NO. J//�/�/'j/� L/,�//G. `,/�� J //�j� //j ; UN AIN STV Z OTS EL.S/MORE PRIOR TO ANY OPERAT/OHS IOU�"202 I ��� "r THE DEVELOPER AND-OR THE CONTRACTOR SHALL NOTIFY ALL U pfi COMPANIES Cl Ty � A //E f� 1 �J CA z P AND USA. ALERT;'-800-422-4J33J FORTY EIGHT(48,% HOURSS PRIOR TO � CRADlNG. ' Z IFOI?Ni 4 THE CONTRACTOR SHALL NOTIFY THE C17'ENGlN£ER/NG DEPARTMENT AT LEAST TWENTY-FOUR ;24) 'OURS IN ADVANCE OF BEGJNN/NC GRADING OPERATIONS y 5 DUST SHALL 8£ CONTROLLED BY WATERINC OR OTHER METHODS APPROVED BY THE GNGINEER'S"RECOf;Dj.L,­.NGI NOTE: \PF RIVERSIDE 0I7Y ENGINEER THIS RECORD t NG HAS BEEN PREPARED IN PART BASED ON INFORMATIO^; NN'SHED 9Y OT ERS WHIZ E H 5 RM TICN IS 6 CUT SLOPES SHALL 8E NO STEEPER THAN Z HORIZONTAL TC VERT/CAL, UNLESS 6ELIEVE BE RELIABLE KV) ENG''.EE S M-S NO RESP 3-ITY FOR THE A-C RA Ds 5 HA rNG \ OTHERWISE APPROVED; AND .SHALL BE SHOWN ON THE PLAN ANYERRORSOROM:SIONS H Mr NCOR- .TED INTO T AS A RESULT OF ItKJn -.!--rMATION- RROVICEDTO t S T. FILL SWIPES SHALL BE HA STEEPER THAN 2 F10N ANAL TC 1 VERT/C:AL UNLESS ANY PERSON.ENTRY OR AGENCY P ANNINC -ION IN YLC/LAITY MAP OTHERWISE APPROVED SHALL BE SHOWN ON PLAN, AND SHALL NOT HAVE LESS THE VICINITY .:F THESE IM OVEM ED TO THAN 90% RE/AT'VE 'COMPACTION OUT TO THE FINISHED SURFACE CGNDuCTTHE hNNINDEPENDENT EXIST- SOILS ENGINEER. VCT �' ING FIELD CONC 'ON, P-Oj D ANY C "!. KWC ENGINEERS DOES NOT WARRANT OR GUARA4 E �CIJRACY 8 FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMYNED BY THE OF THE RECORD DRAWINGS PE RA GEOSClEN ES 1NC MODIFIED THREE (J) LAYER A.S T M D-,'--,5 7-70 TEST METHOD 4088C COUNTY CENTER DRIVE SHEET INDEX SUITE,R 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETAPON ANC DEBRIS, SCARIFIED, AND Rae. ExP DATE 7EMECULA, CA 92591 SHEET 1 TITLE SHEET INSPECTED BY THE GRADING INSPECTOR AND APPROVED SDJ[S TES77NG AGENCY (951; 600-9271 SHEET 2 ....... T ......., fND£X, LEGEND, YPICAL SECT7QNS PR/OR T� THE PLACING OF F1LL CONTACT GRAYSON WALKER, GE SHEET J." _DETAIL SHEET 10 ALL FILL MATERIAL SHALL BE CLEAN EARTH NO FIL: SHALL BE PLACED UNTIL GENERAL NOTES rCONTINUED>' 'lE T 4-T.'. .-PRECISE GRADING SHEETS PREPARATION OF ROUND iS APPROVED 6. THE SOtLs ENc1NEER OWNER/.APPLICANT Ej`/GINEf R.• SHE, 8 ERQSlON CONTROL SHEET 25 EROSION CONTROL: .ALL GRADED SCOPES SHALL BE PLANTED WITH R0551 ICE 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS PLANT OR ANOTHER APPROVED GROUNG COVER, A1` OWE'VE INCHES (12� ON XB HOME KWC E,NGMlEERS THAN J�'PER FOOT -OR A MINIMUM OF ,THREE'3' FEET THEN 7$ (MINIMUM) Tp CENTER SLOPES OVER FIFTEEN FEET(15,' /A' v&TO, HEIGHT /N AOD/T10N TO 363/0 INLAND ✓ALL£,"OR 1B80 COMPTON aV yVUE, SUITE 10p UFIUTY NOTES FLOW LINE OF EARTH SWALE GROUND COVER, SHALL BE PLAN7Z_fl WITH APPROVED TREES, SHRUBS OR WILDOMAR, CY4 92595 CORONA, CA. 9288 -3370 WATER. ELSINORE VALLEY MUNICIPAL WATER DISTR/CT COMBINATION THEREOF SHRUBS SHALL B£PLANTED AT TEN FEET(10) ON (957) 697-5300 (951) 734-2130 ELSIN EMLL STREET 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLIPS SHALL 8E I%IF CUT OR FILL CENTER,- TREES AT TWENTY FEET;20;' ON CENTER, COMB1NA770NS RFTE£N FEET CONTACT ✓ERNELL WILLIAMS, P.IM ATTN MIKE C TAIN' RE JIJ1 CHANEY CA 9T SLOPE/S L£SS THAN :EN FELT(10 AND 2� !F CJT OR FILL 1S GREATER THAN (IS) ON CENTER SLOPES OVER THREE FEE (3) JN VERTICAL HEIGHT SHALL LAKE (951) 674-3F TEN FEET(10). DRAINAGE SWALES SHALL BE A MINIMUM OF 0.5'DEEP AND HAVE PERMANENT/RRIGA770N SYSTEMS WlTH ELiCXFLOW PR£V£NTlON DEV/CES PER OR CONSTRUCTED A M!N/MUM Of .WO FEET <', ROM TH£ TOP OF CUT OR FILL U B C �ISIS OF BE}IJtfyING SEWER ELSINORE 1ALLEY MUNICIPAL WATER DISTRICT S[OPES YIJ75 CHANEY STREET 26 APPROVED PROTECT/1/E MEASURES AND TEMPORARY DRAINAGE PROV/SlONS MUST THE BASIS OF BEARING FOR ryJS MAP WAS TAKEN FROM TH£ )ATE PLANE LAKE ELSINORE, CA. 92JJ! 13 PROVIDE 5'WIDE 8Y 1'H/GH BERM OR EOUIVALEN`ALONG THE TOP OF ALL FILL 8E USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT (957) 674-3/46 SLOPES OVER 5 HIGH COORDINATE SYSTEM. CCS 83, ZONE 6 BASED UPON MG^S Pplly i7LBERw AND 27 APPROVED EROSION PREVENTIVE DEVICES SHALL 8E PROVIDED AND MAINTAINED POINT 'WALKER" B£!Nc .V52*2530" W GAS SQUTNERN CAL/FORMA GAS Co. 14. I'Z OWS£A BROW DITCH, DESIGNED TO HANDLE ONE HUNDRED !100f YEAR STORM DURING THE R4/NY SEASON AND Stl4L1 BE IN PLACE AT THE END OF E4CH 104 7 W L U&IF AVENUE REDLFLOWS ALONG 7H£ TOP OF CUT SLOPES DAY'S WORK 1981 OS, G04 92374 15 NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE (909) 335-7828 28. ALL WORK SHALL CONFORM TO THE 077r AN D STATE T PERMJTTE✓_ ORDERS CIJNSTRUC ION SAFETY SOILS ENGINEER.' PHONE VERIZON ROS 40710 CALIFORNIA OAKS ROAD 16 A SOILS ENGINEER SHALL BE RE REPORT Ic THE DEVELOPER, Tp SUf'ERV/SE GRADING 29 THE LQCAAON AND PROTECTlpN pF ALL UTlL/77ES IS THE RESPONSIB/L/TY OF THE ESE GRAD/LAG PL gNS HAVE BEEN REV/EWER BY THE UNDERSI( ED AND FOU MURR/£TA, t A 92562 AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDES FOUNDATION R£OU/REM£N1S PERM17TEE TO BE IN CONFORMANCE WITH THE RECOMMENDATIONS AND SP /FlCATlONS (951) 290-72B7 SUBD/VISIONS) AND cXPANSIVE CHARACTERISTICS OF THE SOIL OUTLINED IN THE SOILS AND GEOLOGICAL RECONNA1SSrWCE RE RT PREPARE «� 3O AN APPROVED SET OF GRADING PLANS SHALL BE Oti ,LT 108 SlrE AT ALL TIME FOR THIS DE/ELGPM£N,r ELECTRICSO CAL. EDISON CO. 17 GRADING CERTIFICATION' 8Y' THE 'JEVELOPEr?'S CIVIL ENGINEER AND A FINAL # *j 25100 MENEFE£ROAD COMPACTION REPORT BY A SOILS ENGINEER SHALL BE SUBMITTED Tp THE BUItD/NG 31. SANITARY FACIZ177ES SHALL 8E UVNTAINED ON THE Sl FROM BEC/NNINC TO ROMOLANO, CA. 92585 AND ENGINEERING DEPARTMENTS' PRIOR 7,7 ISSUANCE OF BU/LO11VG PERMITS: COMPLETION OF GRADING OPEM7701V: j� - 1 (951) 928-8207 (951) 820-5498 78 THE SOILS ENGINEERING INLA7EVAT/ON DATED DECEMBER B, WETS PREPARED BY 32. ALL SLOPES SHAll BE PLANTED AND IRRIGATION FACILITIES SAMa 8E PROVIDED GRA✓ON ? WALKER GE,�$1.I EXP S/S 7 DATE �/Zi/1L PE7RA GEOSC/£LACES NC OgTEO DECEMBER g WETS AND THE ENG/NEERING PRINCIPAL ENG/VEER FRE RIVERSIDE COUNTY FIRE DEPARTMENT EOLOGIC INVESTIGATION DATED DECEMBER 8, 2015 PREPARED BY PE7R4 FOR ALL SLOPES /N EXCESS Of THREE(3) FEET VERTICAL HEIGHT WITHIN NINETY 408E LEMON STREET, 2ND FLOOR 0 OSC/ENCES, /NC, SHALL BE CONS/DERE7 A PART IF THIS GRADING PLAN AND (90) DAYS AFTER COMPLETION OF ROUGH GRAD/LAG AND SHALL B£IN .ACCORDANCE W17H CITY OF LAKE ELSINORE GRADING ORDINANCE NO. 882 RIVERSIDE, 4. 92502 SHALL B£IN COMPLIANCE PRIOR R951; DES_ 77 TO THE APPROVAL OF FINAL INSPEC77pN ENGINEERS NOPCE- ;ABLE TIME WARNER CABLE I A REGISTERED CML ENG/VEER OR LICENSED LAND SURVEYOR SHALL SUBMIT 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJEC,`SHALT FAM/LIAR/ZE 1. CONTRAr 0R AGREES HAT HE SHALL ASSUME SOLE AND C0 LETE 53017 CRESSIDA STREET ERTIFICATION OF 8U11DING PAD ELEVATION WHERE SPECIFrC ELEVATIONS ARE HIMSELF WITH THE SIT£AND 8£SOLELY RESPONSIBLE FOR ANY DAMAGE Tp RESPONSIBILITY FOR JOB 5/7E CQNDITIONS DURING THE C0414 IF OF LAKE ELSINORE, CA 92532 REQUIRED, THE EL£VAnow (WITH RESPECT TI MEAN SEA LEVEL) SHALL SE GIVEN- IF EXISTING FACILITIES RESUL771VO DIRECTLY OR /ND/REC7Z'FROM HIS OPER4TI0N5, COIVSTROC7ON, INCLUDING SHALL B S4Ff7Y OF ALL PERSONS AND P ERTY THIS (888) 211-7546 ACT AN ELEVATONN WITH RESPECT TO AD/ACENT GROUND SURFACE/S REQUIRED, THE WHETHER OR NOT SUCH FACILITIES.ARE SHOWN ON THESE PLANS. QUIREMENT SHALL APPlY CONTINUOUSLY AND NOr 8E L/M/ D TO NORMAL UAL DISTANCE ABOVE THE ADJACENT GROUND E GIVEN REWORKING HOURS THE CONTRACTOR SHALL D£FENL? /NDEMN! AND HOLD TH£ 20. ALL PROPERTY CORNERS SHALL BE CLEARL r DELINEATED 1N THE FIELD PRIOR TO 34. THE DESIGN ENP TOR SHALL PROiTDE A MINIMUM OF ONE(7) BLUE TOP PER OWNER AND ENGINEER HARLE5'S FROM ANY AND ALL LIAB/L/ REAL OR ALLEGED, COMMENCEMENT OF ANY CONSTRUCTION/CRADlNG F!N/SHED PAD, PR/OR TO ROUGH GRADE APPROVAL N -70NNECT1pN WITH THE PERFORMANCE OF WORK ON 7H/S AWECT EXCEPTING LEGAL DESCRIPTION FOR LABIUTY ARISING FROM THE SOLE NEGLIGENCE OF THE WNER OR 21. 57A8/LJTY CALCULAT70VS W1TH A SAFETY FACTOR OF AT LEAS' 1.5 SH41Z BE � ��QYI����� �GINN/LAG OPERATION ✓ANUARr 29, 201E ENGINEER TS '60-202 OF `RACT NO 28214--> IN THE CITY OF LAXE SUBMITTED SY A SOILS ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS COUPLE/ON ✓ULY 2017 ELS1N0RE, COUNTY OF RIVERSIDE, STATE OF CA41FORNA FILED IN FOR CUT AND FILL SLOPES OVER THIRTY FEE?(30 /N VERTICAL HfloHr 2 ALL UNOERGROUND UT/LJTtES OR STRUCTURES, REPORTED OR SOUND ON PUBLIC MAP BOOK 403, PAGES 36 THROUGH 41 OF MAPS RECORDS OF 35 NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION ,!'EATER RECORDS, ARE INDICATED W1TH THEIR APPRQX/MATE LOCATION D EXTENT THE SAID COUNTY THAN THREE INCHES (3 J WILL BE PLACED 1N FILLS WI.rH/N ROADBED AREAS OR 22 A f7lAL COMPACTION REPORT WILL 8E REOU/RED FOR AL FILLS GREATER TF/RN ONE OWNER., BY ACCEPTING THESE PLANS OR PROCEEDING WITH T IMPROVEMENTS (1) FOOT THREE FEET NO OF FINISH GRADES, UNLESS THE LOCAT70N s FAtG1LS, AN0 HEREON, AGREES TO ASSUME L1A811JTY AND HOLD THE ENGIN RE HARMLESS ESAM47 D ,EARTHWORK OUAN77TIES DISPOSAL M QDS ARE Sf'ECIF7CALLY APPROVED 8Y THE SQ/LS ENG/NEER FOR ANY DAMAGES R£SULT7NG F7?pM THE EX/STNECE OF UND GROUND UT/L/77E5 a 23 IF STEEP SLOP/LAG Tt:RRA/N OCCURS UPON WHICH FILL 1S TO BE PLACED, JT MUST 37 TH££NGYNEER MUSt SET GRgOE STAKES FOR ALL DRA/NAG£DEV/CES AND O8,T4/N OR STRUCTURES NOT REPORTED O INDICATED ON PjJBL/C Rf OROS, OR THOSE ON-SITE£ARIHHORK pUANT/TIES BE CLEARED, KEYED AN0 BENCHED INTO FIRM NATURAL SOIL :FOR FULL SUPPORT. INSPECTION BEFORE APPROVAL. CONSTRUCTED AT VARIANCE W/Ty REPORTED OR RECORD LO IONS THE PREPARATION SHALL 8E APPROVED BY A REGISTERED SOILS ENG/NEER PRIOR TO CONTRACTOR IS REQUIRED TO TAKE DU£PRECAUTIONARY ME RES TO PR07-Cr i GRADING SUMMARY CUT(C Y-) FILL (C..Y-) PLACEMENT OF FILL MAJERAC. SLOPES GREATER THAN 5' ARE REOU/RED TO $£ 38 GRAfXAM, PLANS WILL NOT Ef APPROVED UNP,L AL[ RETAINING WALLS AR£ TN£ U77CITlE-5 OR STRUCTURES SHOWN AND ANY OTFAER FOUN AT THE STIE IT RAW ?UANT/T!£S 2,365 p hEYEO AND BENCHED. SHALL BE THE CON7RACTOR'S RESPONSIBILITY TO NOTIFY TH OWNERS OF ALL APPF01¢D BY THE BLN1DtNG DEPARIa/ENT UrIL%TIES OR STRUCTURES CONCERNED BEFORE STARTING TOTAL AREA = 721 ACRES e 4. H SOILS ENGINEER SHOULD INSPECT TYE CONSrRUG'TIIN /N THE FOLLDWINC 39. THIS SITE hAS 08TAINE0 A NATT1 POLLUTION PREVEN770N EL/M/NAT/ON SYSTEM STAGES (NPDES) PERM/T TO REGUL47F MUNICIPAL AND /NDUS7R/AL STORM WATER 3 TH£ ENGINEER PREP A. UPON COMPLETION OF CLEAR/LAG ANC D(/RING EXCAVATION AND BEFORE ARING THESE PLANS WILL NOT BE-RESPp, IBLE FOR, OR NOTE. THE A80VE QUAN7T77£S HAVE 8EEN £STJMMTED BY THE DISCHARGES LAB[E FOR UNAUTHORIZED CHANGES TO OR USES OF THREE N5. ALL ENGINEER ,FOR Pf-RUIT PURPOSES ONLY, THE CONTRACTOR SFtALL t?ACKRZL TU ALW IVAL, LOLL'✓VIAL AND TERRACED AREAS AND ANY IVPDES WD1D 19 37C368354- DATE PERM"%ISSUED ✓AN 14, 2014. CHANGES TO 7HES£PLAN5 MUST BE/N WF3T/LAG.AND MUST APPROVED BY DE7ERM/NE HIS OWN QUANTITIES AND H£/5 SOLELY RESPONSIBLE SUBSTRUCTURES THE PREPARER OF THESE PLANS FOR DEIERMJNlNG THE AMOUNT AND CAST OF/MPoRT/EXPORT 8 DURING ALL ROUGH GRADING AND OPERATIONS lNCCUIItNG )ORE-COMPACTION 40 DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL ORSTRUC77ONS NO AND OTHER GRADING OUAN77TIES FOR TH/S PROJECT o BENCHING AND )_)OIV OPERATIONS SU/CLANGS OR WALLS SHALL BE PLACED WITHIN EASEMENT LIMITS TEMPORARY 4, OUANTITTES SHOWN HEREON APE PROV/0ED FOR BONDING PU OSES DAILY a C DURING INSTALLAT/ON OF BUTTRESS AND CANYON SUB-DRAINS ANp FILTER IMPROVEMENTSS ARE SUBJECT TO REMOVAL 4- OWNERS EXPENSE CON7RACrGRS SHALL 8E RESPONSIBLE FOR VERIFYING ALL 0 PAES PRIOR TO SOURCE OF IMPORT MATERAL FOR S17F SHALL BE IDENT7F7ED WHEN AL, B/DDlNG FOR CONSTRUCTION PRIOR TO ISSUANCE OF GRADING PERMIT i O. WHEN ANY UNL'SUAC GRAD/LAG CONDITIONS ARE ENCOIJNTEREO DURING CONSTRUCTION /'+L i WDID.° 9 37C3&8654 �I.at, 4 MARK REVISIONS ARPR DATA THESE PLANS HAVE BEEN NT AHED FOR COMPLIANCE WITH A APPROPRIATE PREPARED BY SEA. kOFES i A� CONDITIONS OF DEVELOPMENT ANC/OR CfT�'AND STATE LAWS AND HAVE BEEN Y FOUND ACCEPTABLE ;_Ak- -.'_JINOpr SHEET — y/� yc E WAS/ EERS GN0.EAGINEERS•PLANNERS SURVEYORS r No.642U ^� ARE Imo• 9�, �,_ TRACT NO. 28214-5 ' E u.6/3o�T T S BENCH A/ARK: PRECISE GRADING PLAN OF SHEETS ET 1�2l�1V KEN RUKAVINA, RCE No, 42866 DATE MIKE C. TAING �+ /� g INTERIOF ITV ENGINEER£ P.E. No 64263 -.---_--- DATE 3},4l£ 1Vi R�\e ELfYATlCAY.-915356.45 RISC LTI07J 116D-2V2 FIE NoCfTY . OF Cht.\� I DATE. J-'i-26-15 SF£SHEET M2 1 FOR LfSC I i I LE JI7rEET „I CONSTRUCT/ON NOTES AND OUANT/T)t EST/MATE • 1. t/ of INSTALL 4-SCH£DDAC£40 PVC. DRAW P/PE AT 0..5.1 ARV SLOP£ 6,S.tC L.F "�r�tl• C INSTAL[ 9'ORNN AND GRATE, NOS 990 AND 931, OR APPROVED EOIta[. 176 EA TRACT 28214-4 U3 AfSTALL 4-POP-UP DRA/A41GE Emmm,, AIDS,%421 OR APPROVED EQUAL. 86 EA. TRACT 28214-4 ' `�+. FUTURE SCHOOL SITE PUBLIC PARK S C INSTALL 3'X 7'CONCRETE 7R4SH PAD. 4J EA. ��" NOTE 1NE ABOVE O[64V7777ES HAVE BEEN E371AA47£D BY 'HE ENGlNEE77 FOR PERMIT PURPOSES ONLY THE CONTRACTOR 5MLL OfTERM/N£HIS OWN OU4Vn7ZF: r • . NarEs' r I WWLS AND FENCES-SHALL E1E C`ONSTRI/CIED PER SEPARI7E PLANS AND PERM/T 2 7N£CONTRACTOR SHALL B£RESPONSIBLE TO 000RDWArE NORK!N CLOSE NIT PROXAY WPT 7NE UIX177E3; ,STRUCTURES, DRAINAGE, iAAOSCAPAk; ETC. 57.0 .�. 202 J`. •�,, .-. � . PLAN I PUNPUNPLAN 4 P(AN 5i _ 2 P`'�..,�,_ I. L _ _...._ k :.1' � ! 198 197 1 Y US£J s_. /'/CAL HO 'LA/VS 7B •. LOT TABLE - •'� I` - .. "' ' NB3 I ... `a' ri. - `'.._ car Ao?FA (Sr) I A, J APN na FUTURE'4TI1�,G�. :. + ,...�may, ' ,1 s `�'�.� �,�.., ,. >::,ysa.: _ ;60.. r0,958 S.F i,o2s sF -�e j r 28 ` _ _. fez 1 62 8,846 S 5.997 389 30 jFA Y s es ,Be B9 A .w'` �` 5 J � __is,� aa4s+_—sF�s.ss�sF 3ss-73o-or9 ..• 64�_a 645 SF 5,727 SF 1 389-730-M /65 1 8264 S 1 S.F 3e9-730-p21 -__166 d032 SF a054 SF. -W-739-023 r t _ _ G' ♦ ' ,'' _� N �' SYMBOLS _vs7 dole s�F��os4 sF .ems-73o-0 RCEic- rT _ O 1 F' 16B d 103B 5 F g,1 i4 S.F+ ft-710--00225474J EX/57N CON7JUR ECL'ATKN f73 9 - SF 1 389-730 _•._ p- -�,I f72 ..,771 �. " �'a 1 - p r -- — BUILDING SE7B4CX LINE 170 8.193 S.F 5,127 SF 389-730-026 .+ _ - _. r 387 SF 5,288 SF JB9-730-027 . ~ ,-/ 7 8, 172 i 6.431 S �5.292 SF 1 389-730-028 730--029 FhWSH .. _ .>.:_,�' ?- FIGa nOK GRAL',E 173 8.195 S.F , 5,007 SF. I J89-730-OM 167 P. `_"�+.,_�.y�,�,,_ FS = F/N/SHED SURFACE 175 7539 S.F 5.172 SF 389-731-031 00f q1 r -66 ,._..,, �_'- i 1 ' 'Y'"♦-•...:. .:: _ ."�-. ., HIGH POW 176_6.3J2—SF-1'-'6,093 SF�Je9-731-00I �i..,t 1 ` •M ..'r- ' HP !-177 AM5 S.F 5,585 SF. 389-731-= INV AVERT 178 5,213 Sr 5,21J SF 389-731-003 t\` ``' �, • -..lsg,-� �54 Js3 -,. MAN = MINIMUM 180 5,too S.F 5,100 SF. 389-731-005� 6, � GB GRAOf BREAK 18? 5.100 SF 5 100 SF 389--731-006 1b7 '389-73T-0D7 r: '�• TC = TOP OF CURB '-TA r 1 F L 5 -. , ,6U� rF �f8I 5,,100 S.F. IQ,100 S.F, F 33-889-9--77-31 I = TOP OF F0077NG 85 Do SF 389-7371---0-00111 20 IY = 70P OF WALL f86 5,100 SF, 5,raa SF R8- 50SF 1/ ' / 24D 1871 -731 P LANE J8 $fo7$ 5,'100 SF 389-731-013/NDEX MAP - 1 RlGH7 OF Ws1Y 189 6,637 SF 6,637 SF -W-731-014 y - r., A 1gD 7,737 SF 5,600 SF JB9-731-015 \`-o� \.\ ,-yU£-- _ PUBL/C UTIWY EASEMENT 191 7083 S.F 551 SF -W-731-016 .•r_{ ,j��•. SHEET NUMBER ' ._ -All __--- UNDER SIDEWALK OR4/N 192 7,092 S�_ -.S 506 F F 389-731-0t?'I .. ..!.�•'i�..ter • ,93 r - -1 IO1 5.F 5 49 SF'.399-73T-018 ; lR4CT BOUNCd4RY _194 7110 SF. 5486 5 389-731-019 1 7.129 S.F 5,466 SF -W-731--021 E SLOPE PER RCP 195 20 S.F 5,471 S.F 389-731-W --- F 1g7 '139 SF 5,461 SF 389-731-022 = PROP SLOPE PER INNS PLAN 19 7,747 SF S'446 SF ,789-731-p13 0 T63 S.F 5,437 SF "-731-024 1 ?00 -' 7369 3 F t 5,628 S.F 389-73 r-025 r O4YL/0HT UN£ 20, 71,6g6 S.F 5,875 SF 369-73T I ---.__.--I o 1 002 SF 6,646 SF 389-731-027 rorA JIJ,942 S. 236,846 SF - TOP OF CURB CLEVA77OYV AW 7301 SF 5,508 SF --- L 4w 1z749 SF 7,426 SF j 'RECORD IDIRAWINC ..._._.__.- .._... .___. _._ -._........ _... ........_.. . ,.._..,....,._-.___. 7UBUUR STEEL FENCE FEN SEPARATE PLAN �._._WN. _ - A SEWER a4CKFLOW PREVEN710N"CC'S'REOUIRED PER CPC 710 = tmVn FENCE PET,'SEPARAAIE PLAN 3 R.C.E. EXP. DATE .. o FOR THE FOLLOWING 4075: FRONT YARD CAI(/BLOCX WALL PER S£PAA3ATE PUN ' COTS J61-165, 170, 171. 179, f80. !85-188 197, f98 � :.....a „�.=�-.�.: EXIS77NG NULL AND FENCE 40 U 40 ac .. = CONCRETE AIOW CURB SG'ALE!N FEET �Q4 0�/ 1125.114 ----_'o = PROJECT GRADING LJAW75 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRATE PREPARED B opRpFES$/ v OF LAKE ELSINORE sHEe 2 ' SEAL CONDRWNS OF DEVELOPMENT AND/OR CITv ANC STATE SAWS AND HAVE BEEN -- FOVNO ACCEPTABLE E/YO�'VEEAS p W No.64263 7RA,r.T V 2i',7214--J` 8 ac Exp.6f30/17 S BENCH MARK: PRECISE GRADING PUN SHEETS KEN RUKAVINA,RCE No. 42866 — DATE MIKE C. TAING DATE _ C-95-J3 INDEX ALAf; LEGEND, BILE No. INTERIM CITY ENGINEER P.E. No. 64263 �''rEOFV�tFO�a`P SEEE SHE hY7. F1NJ OFSC AND TYPICAL SECRONS �. CITY OF LAKE ELSINORE GATE: JO-16-l5 z SOUTH R/W R/w FLEV. �- - - ♦:. Asa rsw..a.r .� tea: Ursa.. 6C' _ y 1 SEE WAL.: 4NG E£NCE PLAN' ffp/ft 1'R _ iyP save Gar. s'nr v +su m� aa.r.vtvmgar 19' _ 31. PER ; ERZ PERMIT 20%"� au� ;1 ? •� aml .,.«.mm 3'PUEn1c s" unLrr ESMr t `, j �oy l3�1lY AREA Go.SCrRR LAL TE WALL >EkG /A?T 7L WALK WALK 06 � I Z H W, y1 ,kv _ m r,acm wa�+ra,mnararere+ em a y ,awcre�a,�e T 2. _ -!k -1 �0. ) ,.�—WAL 2 OPfiYlN6a ��"-'� wbsm.o'ewu�eg swre�e o�.ase me rarer +m+e.rnscw D7sr 01340E 21 A SWAL£ -. {�+u •.- p�.,�-�--'•��� ri;' 2�r TC1 MEET .. -_ � - INv I ���N �. i Wi� � •.-. %,4ND5G9PE-- r',- _ drG CAPE PARKWAY __ t•- �' ARCIf D/i4N BRd4NN.9 CIRCLE voT.a�Scace —�--= wil, Luetcnew of fzvw \ s'�{*PORu►oRAYvs6e FAUrM Mors _ •+� or a�q, o".r„ ■,.,,,,Ir..a. >WAL . r^BE-c;RAOCP G 7'29 MIN r'. 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I WALLS AND FENCES SHALL BE CONSTRUCTED 20' 0 20, 46 PER SEPARATE PLANS AND PERMIT. 2. THE CONTRACTOR SHALL BE RESPONSIBLE SCALE LN AfET TO COORDINATE WORK IN CLOSE PROXIMITYWITH u, , STRUCTURES, DRNNAGE, two y 1/2 5 i/6 LANDSCAPING,b MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY SEAL OFESS/ AAF �` i CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN �OPR C t�l - -._. CITY OF LAKE ELSINORE SHEET 4 � - FOUND ACCEPTABLE 4.�` 4•E Aiy F - V;E'NOIAIAF ;S i e+� ^m�tNararns.n�Nexs.suavEvoas 6 . ,�. a ITdACT IUD. 28214-5 OF o AzZu12 0%30/17 BENCH MARK: PREC/SE GRADING PLAN SHEETS 63 --- sA ~ r No. AING J sr rvl �e 1 a� PRECISE GRADING SHE FILE No. K RItKANNA, RCE No. 428ti6 DATE MIKE C. 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WALLS AND FENCES SHALL BE CONSTRUCTED 20' O 1t1' 40' 60" PER SEPARATE PLANS AND PERMIT. 2-THE CONTRACTOR SHALL BE RESPONSIBLE SCALE IN FEET TO COORDINATE WORK IN CLOSE PROXIMITY UOb b v I/�/K WITH THE UTILITIES, STRUCTURES, DRAINAGE, LANDSCAPING, ETC. MARK REVISIONS APPR, DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED B`r. SEAL CONDITIONS OF DEVELOPMENT AND/OP CM AND STATE LAWS AND HAVE BEEN �p�CE�7r"`Fl _ CITY OF LAKE ELSINORE SHEET ,5 $FA FOUND ACCEPTABLE 4,Q, 4-E 47 F IE/YEJIT TRACT NO. 28214-5 w No.64-263 muww wur.nnc+m.cowaa�a r��-ym.u�-ru-vw P.E. No. 64263 _- *s7' CI L>n * BENCH MARK: PRECISE GRADING PUN CF SHEETS S • __ _ •J T I Exp.6J30,1t, a SCALE:' KEN RUKAVINA, RCE No. 42666 DATE MIKE C. .AtNG INTERIM CITY ENGINEER C-91w Aou P�yCE{+,.I5£�+�rV7V'fi/1lNG � FILE N., CITY OF LAKE ELSINORE gTEQf CAL�FO�t\ DA E: 10-26-15 T�� I � LV/,� 1(!/�'18..J SE£57lEf'T NO 1"OR[7Ls'G: CONSTRUCTION NOTES.• t Q INSTALL 4'SCN£DLKE 40 RYC. DAWV PIPE A 05X MAY SLOP£. Q2 INSTALL 9-00M AND GR4r£, NLTS 990 AND 9-TZ OR APPR44EXJ£OLkL. r U WSTALL 4-Pa--UP DRU1446£EA#77ER, ADS/421 OR APPROW£D£OUk. TRACT OQL SitE ® AVSTALL X x T'CONCRETE 7R45H PAD. FUTURE SCN _ - — I , i 9A BR64NNA CIRCLE l lo, U /1'RI►+ 1w _.. _.... / - - -4 1415.48 ���.. .1415.O - 141 - __._74f4. _._. 14J3 .. Mr .17 ---- -------- __ _ �!hI� h� jl� y�^� Iryl� k�`f[�". 7`• `�i ��i! . ,�� -.i � 1— =� I - 1 HP 17,0 (r HP �.._ `_o�v a^ h� HP j• HP IYitit� 941 71f' 6.10 rc h 4 ,,� °i �, 15. -�'`- `, 1&x rc�2'�' t, 4 4 .�I 4 T` z 510 rc 1 T82 PLAN 3 !N� 16 TO rc hti b. 5 6" sstOa taeSl `g'� lSpO rG ,1 i �- 4 11 1�S4 I' h 15 40 1T —� 4• F1"a rs1GBT jj t.9 1 1 lAP-TP/AN.5R7 yp y t , '!9f /BRR HPPAOa14166 GF=!4/610 h HP aCl hAfP PAO=1475 6' 1 a, fF 1417,27 5' 19! IARI a Fr 1et6J� - T P.�p=as1P-1 iL 9� r„F=�s16.60 n ti h 4 i Alma 1srs� - cr=14rsx 1 _ HP fF'=141767 ' 4' 1 ��(`�HP Fr �47EJ7 4 y r,I 141710 - hp cv=r415 m J B 50 >5.90 rG p { p 1J4- 2) £, .H 20% S� „, 3" 2 T6 t370 ( 1 1 tNV vµ --- ---�"'� 4 AvW 11�11` / �•r-+-- � `oit 1 2.0% 't6.8tJ 7T,' t 7 ' Rom' S90 7G i � 5.60 7S p 15.10 IG ,15,2 rn! + ' o O ��i- !NV tf AVV poi i �`-HP NP tip` p i- �-1. !NV WPC t4.1 tNP ti` r 11580 rG MI 2 C% 73 90/ANC° ,1fiJ�TG y >4. /NV �,� �I �4.80 7f ,,�0. 5 mt`•%6T —(� ti� h �� diI 1 7;2 •3 NV L' 14 1 40 SF Sf� E� ET NO 4 w oN E NOTE. REFER TO APPROVED ROUGH GRADING PLANS FOR TRACT. 28214-5. REFER TO APPROVED STORM DRAIN PLANS T - - FOR TRACT. 28214-5. re? ?awa fi�ste'aIlt{` N S 1. WALLS AND FENCES SNAIL BE CONSTRLICTEO 20 0 20" 40" 60' PER SEPARATE PLANS AND PERMIT. 2.THE CONTRACTOR SHALL BE RESPOW48LE SCALE/At F£t7 TO COORDINATE WORK IN CLOSE PROXIMITY WTl`H THE UTWTIES, STRUCTURES, DRAINAGE, Vaa OY I/2J!It LANDSCAPING, ETC. 3 i 0 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED 81'. SEAL Y^�'ESS1p,I, CITY OF LAKE ELSINORE sHEET 6 CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE C T4�2 d' EJYQL�ReS— r[�w/�T p e / No.64263 c m Asv'C NO. 2 21'�- g - « EXP.6/Vl �A - BENCH MARK: PRECISE Gl��AOING PLAN °F sHEETs KEN RUKA �42866 DATE MIKE G. TAING r DATE� P/riUSE G7TAONG S FILE No. INTERIM CITY ENGINEER P.E. No. 64263 grfOF CAl1FOR�\ DATE: JO-pB-t5 SEE NET S �� L07J 190-194 CITY OF TAKE ELSINORE COIVSTRUCr/ON NOTES- INSTALL 4"SLH£DULE 40 PVC 0,W PIPE AT 0.5X AMV SLOPE iU1 INSTALL 9"DRAIN AND GRATF, NOS 990 AND 9J2 OR APPROVED£DUAL. INSTALL 4'PoP-41P ORAMNGE EAN77ER• ws p21 0R APPROVED EDL44L. INsrAU J'.r 7'cDNCRvr mAsH PAD F' X \ 14-4 \ T p 28 pl - FUrURE SCN t • 11, r�pld �\ --- - __. --- --- ------- --- -------------- ------ -- ,z ---- 01 - -- O BRIANIVA CIRCLE -- L 41 .7 1477 `!� 41 76.86 !416.f0. /41594 rc- _ �,� � �.- �r� I ry N "� -- --- --- - - _ _.f- i . i v o h a a ry i N4^ "�' � I �~l� � HP oel \ 2 40 TGS 4 . /Nv . FL ` 0 .I 1010 rG '� __.� 1 9.90 rG HP ,'•i HP °0 4 HP y ql� ^ k n 5.25" ����� 5' PV ,.,_ 1 19.B0 TC 1 ry .ti' 1 9.00 7G 4 �i '-� BB0 rG ! ':'b "� N - ._ BTD rG 4 :.Iy M III i+�20 4 PUN 5B / 4 I h p 2 1 i O%NV 1 \ r 7..50 TG h ( �i Js2a9 HP "- PLAN 5 ro J99!PLAN 4B _ 7 1B.00_TG 1, ? oV' Ho 1421.37 1D1 ZAR h 5 (4, 77 TC JaFS PLAN 4C i v PAp-J120.4 J m,442os7 e' PAp 18.50 rG 1 5 1 PAp-,44 "1 cF=1420.90 NP fs=142107 k � I� 1 6' 2 J97 FYNv 5B IT<141e 17 •J '�\ r / ''- 5' A'' I42040 „�� CF 1479.90 J' CF 1479.4C l4p PAo=14fes '/9ii PLAN cF.,4J750 6 19.40 rG " B.2S'fF 1f19.17 Pep-u1B1 s HPD/hN� --0Zo /Sl_�f PA0=1419.0 *' .,iJs.sv st =,tJs.n 11�1 1 INV a NP O Hp rT J4/9.67 4O. / --41 1 .10 TRV ° H l:ate y04 :�z 1 Bj lad �'8� n� 1790 r z� o� N +ri 7850 rG J. 10fi 10T 1 9 00 7C w ?3d 2 20 TO DS X 90 7C I � -q-- h h 9.40 7G �'&� 40 TG 1/ 1 O� P N HP - 'INV." HP O Hp r }z ut FG - I I �,$ h ,�I� hi 2.D% 0 "5I O'R 7B0 7C '� �If e?' 20X _ .!•' 1._ / .0 .m til ��IB 70 IG I ryl'1 . //V 1J , 2 710 7G •_„ R rFG FG F.1G,6..,•' i HP1 Fa s2T, _-.... 4s7J' 5,.00 A 51.00 00' 57m SEE SHEET NO . 5 E 0 � o NOT REFER TO APPROVED ROUGH GRADING PUNS L FOR TRACT. 28214-5. REFER TO APPROVED STORM DRAIN PUNS "_---- FOR TRACT. 28214-5. t. WALLS AND FENCES SNAIL BE CONSTRUCTED 2 10 0 10' 40 e0' PER SEPARATE PLANS AND PERMIT. Y .... 2. T}IE CONTRACTOR SHALL BE RESPONSIBLE SCALE!N fE£T -`-- TO COORDINATE WORK IN CLOSE PR07(NNTYWITH THE u 0V 1/25/1= 1 LANDSCAPING, ETC' STRUCTURES, DRAINAGE, THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY SEAL VpOFES$/ �r LAKE ELSINORE SHEET ti�Ak REVISIONS APPR. DATE __ CONDITIONS OF DEVELOPMENT AND/OR CITY 4N0 SPATE LAWS AND HAVE BEEN �O C. CIT" OF FOUND ACCEPTABLE h�R- �' -1 F SAAMOWERS _ , a No.64263 c `"" 5 "�" TRACT NO. 2"14-5 8 ,aeo myarn,•WL vurt,ao•m,au,a axes+-ssm•sa,-rw-ciao -- Exp.6/30/17 SCALE. BENCH MARK. PRECISE GRADING PLAN OF sHEus qq RUKAVINA, RG£'W-42866 DATE MIKE C. TAING ----- T OA -- * * /_20• C-95-JJ PRECIS£ GRADING S FILE No. o LEE. INTERIM CITY ENGINEER P.E. No. 64263 `�qr CIV1 ¢�\P £LEblTKA1h 1"45 ALSL CITY OF LAKE ELSINORE eOF CAI.L� DATE: 10-26-15 W��'V' I f2AP G"SC LOTS 195-202 anion Lhl E A CES A r AL BERIAL L RA MC 1'CCONSTRUCT ONSTRUCT CHECK DAMS PERT FENCE OR FIBER ROIL �J TAIL ___ sO j'� /► � � 3 INLET PROTECTION PER DETAIL r RA r Imo. 28214 L0 rS 5 4 SOIL STABILIZATION APPLICATION BIER rr,Y F LAIC" EL SINORE, ALIF J�N, 6 ��E ANASTEMAAG BAR S 6 SANITARY WASTE MANAGEMENT ...---_ 1. AH erosion canto Pintos sty be m accordance with City of take Estrhae ONinance Nos.529,77Z 1237.toes.construction seta Beat 7NOFF G BI:Fe+' a-a sax Managemem Preefieea i®diP'a),and sta lards outlined*town the L E�tdre kfarhuihl _ am f?t(,lr' to GA ;WOv�'' 2'x 2'STMt" 2 The develMrakonftackir is fa'any diectrarges by subcontractors. rM-5 4 E4 3. In rasa of emergency,�l 808 WEIRiCH(responsible person)at 619-954.6941(24atwir phone mamba). SrA*r 4 Devices to reduce erosion damage shall!cot be placed mOved or ram"red without the approval of gas Detector ofPantie Woks o:man attnei -it,bytheparse`risponsibteforgradur9apere�tlr+s•3 FT (0.9 M) MIN, g F, 5, Areas Mat are cleared and graded shall be tainted to only the potion of Ore ants Oral is neaessarY fo au atvcbon"he nshaall be managed to minimum tun exposure tine of dbtrubed�areas through phasing and sc hedging of grading aid Me�of "•.,v _5"d✓PAtW STREE75 t L temporary mid pamharga t s�stahtlizatkn,N 6. Once disturbed,graded elopes exceeding a 3:1 ratio stole tln(to)feet in#a nt(tempaary o :.1 sih�l ba s efized if trey m Sesedr,sit slopi predicted 2 a4l-tw AA0= /JiV MtYOAR Mill .'Allm Construction aces"beT vegetated as earl'as feasible after distu be ce and within 7-dayscomp Son storm event. GAP BETWEEN SAGS TWO LAYERS OF GRAVEL BAGS i OR j i C +o�W 7 FigThe slopes at Me tag be Iles air moat drain away from Ore rop of Me alai at Me ca�awn of�n wetland oar ACTS AS SPILLWAY YNTN ENDS OVERLAPPED '{' L(f /BY C.4TCN BASf11/ Pf�OTEC�/4J�V t'" boa 6 The"Voundelcontro she"be asp°nslWa and eve sg'posted°n to ate air will ins'putt i s Mtc stems where well s kO! i ! LA941�C770N 9, cahadied by watering a Other methods approved by the City Er r. 7RACr 28214-4 ,.... ", ,. 6Oi TO FLATS 5E-70 OF A7TACHAkNI �':Jt TNF S*F)l' rFA" _ i -7 e to.Pfecal a devices to reduce amnion damage within the aeveloo naN�i be shown on the approval plan. PUBLIC PARK 5/TF XOtk 11 Des"feWltes at at drainage inlets for the Waded site step be designed fw a Twenty-five(25)re Six B)trout sum eMeneety N.%S. —F- Mill f They mrfar be detailed m the Moats.assign and apedRq rerxnamendaiknns stint be mubenited for the rakow+ng: `+ E U37 OR f7A4.SWfl7 6WOLAo— a)DeshN basin volume based on gradient and nature of soft. tit The extent of ad graded areas and Identification of any temporary soil nheaaaes. r fzz FRONT i/!£l4 !S DE t9�W c)sae of detailing basin Quest pie and overflow 7^ //�L'� d)Dike requirements.Show minimum wait width,mope of w�,percent compaction etc. ! Ff Ncf a)Outet maf�rts l mt Ore desii�rq)basin shag not exceed downstream GmRatorss,with Ow exception of overflow.whiff is b be Y _ J�;,(A7E.SE-7 Ur'A7TACiMrE7vr YJ'Of'r,WE SwVaP TE,t'T dase9rtad m WovMs capacity of t.5 the maximum d�gn tea. iZ NecessetX rrhateneis shag be avaiiabte orn•srhe Ina a carvemiene rocatbrts to farkfkate rapid rxnstudtion E'O temporary levice6 o to N_T,S, repair ant damaged erosion canto resume whan a 50%dambe or greater of rain within a 48 hoc period s forecast tut Lake Elam"by the Nato"Oceank and Atmospheric Agency(HdM), 13 Bill shag be maintained and i . Ail M"Mtk proffictve worsen emGW devices shown shag be en WSW a the end of each waking day when the five gin�rain probability faecaet exceeds fifty Percent(60%i- # �,� �` 1J 14 After a rainstorm,all project generated s�and debris shag be removed from cheek banns,mete puttee drams artd Moss,drains and s' ) ; - 4xs� pipes of adIsdam propartas and desd ing seems and the bases pumpled dry.Any graded elope B l damaged during a rainatoml ... - ^. t+ji' -> �E::: Snell also be immedi. repeaed.Failure to provide effective mamr smi,e mzy resat ere penalise- I --- , i. q� t <<2t , h ; •^7'y f f 15-Dischtlr"of contaminated sods m surface aroaion is prohibited. 1, j 16.Cmstrf�Am swans potttar shall be stabilized with a Combination bt talc and Muster Water yeawound to prevent tnadtixk" Rarttte steep sweeping Do fig be OerfarTreo on a#9eved stasis nvnere treL*N+9 re obeat�d. Vacuum sweepers shy be used when sleet swaeWn9 becomes inefleceve. ram , " w wroeffi r s�nm Water aakaat Naea 's '<�aa• r / `s w� 'r`�._ 1 in contractor are responsible fat and d the SWPPP40provedd,pro-gtmdod Slil i }11r(,.',','`r'm'Lmprr`n7q �' `� r ~•Y T�' -. frmt Me Catifomia Storm water Quality Association(CASQA) f for cm86hectm m retain sediments ttwn ernes c.< .r 1, �.ras 1 �' �-* sr ,r c. disturbed onsiea to me maximum extern practksble. The erosion canto include trial sti wr n on t3�clan and applicable � ;J,.�. __.^ i _ r h a If i/� jI,r - ;, SWPPP as well as any additional erosion contro rmeasurse,(e.g.,myarossedeng,mooning of straw.graveWiagWng:diversion ditches " `t+i1b of i�i i! ' , `�_J i re�fgm basins,aft)restated by field conditions to prevent emsim smote the ntaMection of dirt mrW o debris Into axtatrng public - L -�3 -_ f"•-"_` / L� weft andlor onto ANY prase of construction OPwgb rfs. . g r. n sr. 1 s c t in 1 1 Pia duttrt0 M � ) r � � � z. stunt water Pak,l�t Prevention Plan fsA�PP)shag se kept on-site and tfrega available ups request of a a t,a l` /� .� r •%, ,,c,,:, E i,i, 3, sr a,. ..si j. _ _ "J ,�f, . -,.,, Regional water CAusi ty Conhol Board(RKK]CB)-Santa Ana Region aidkr'that CA y a Lake Etsinae- m° ,,h t t p w _ -, �, i t e��_ g r 3- Construction skis sttag be maintained M such a condition tart an anfdpaled alarm does not wastes o`pollutants of>he afa. h / l o s,� �r-- y 1 WWW o of mate"other tan storm water(rim-storm wale)are proltg5kad except as a zed by a individual NPOES permt t ) �' u� statewide Gerteral Permit.Construction Activity. ' \ _j\ )It If" 4. Potential p�rtants include but are not Wnbd to:staid or squid chemical Vie:we from pants,scans. Hs,aWv - �_ ��_ ) a s,�, sty detergents,glues,lone,pagodas,hem.fertilizers,wood Pre�akves,aid asbestos doers.pall flakes or stucco : ' ,v -'_--._s ,?i. sr' d7 qa, '`b+w,x. ,:- -. v'�ra fuels.ads eubM1eants,and hydraulic,radiator o battery Raids:concrete and related cNGrxJ o cvrin9 residues:fkratabie wastes:wastes .,'are `war w is,�, sr•yr. 57<' s r.5 <9' super-ctoM9#ed p wa wo y x ' rani Stearn claankhg o dheaThkal ;waste from street deanahg;and water trot+ S/TE �-r.9a� ,Ir,4 _ -""�i .'' av q", r /i azar.-- o i line Rusreing and ttegOn9.armn9 conetrtw�lOn:disposal a such me�hels e4wutd occur n a�edlkd and cantrorNtl area FuruRF RAcr � - f � 282,14 4 �r AlULTlFAAIJL r l"�+r on.ake physically separated fhrom Potential sfmm water nnoff.e�h u1tm�dsposai in accordance with loeal_sr�and faders! aK "r ' °� ,,y�'E 5. Rog07 +equmrneM and winless washing snag be contained a conssuetorr s and mug na ba ehctrarged m neeON"waters rr sLZir _r- 1�? - i i�a �''"'xrl : 2 Ma bead sknii<tan system. 'i4. �, no g 6. Appropriate BMPs for construckon-rofatori materials.wastes,slogs o residues shag as emWenenteu to asmmude c,reduce transport hem Ore situ W stral d taciitles,a b wind or rur r t adJdiming properties Y ` •`rsr }�f>3 i 4 `:°f'•= I - - ~ �l s 7. MshoW stagni and staging sari shag be established. Fuel all Portable toileta.'•k7 al 9�mid powders scrag haw secondary contaminant and be stated away ran ail private i public stmn water conveyer"systems.sidewelka.dgMfa'd-wala and Row-lines. y �--_�_ rlewoe red�, as - _. "m1 -�.,_`• -_Y s.ri t ) B AN portable mixers shalt caw Wasik;goers underneath with gravel bags pieces on Me doval side of tre goers to cldischarges 9. Contraded street will mW be allowed prior to this aPPgcatton of asphalt costs and owy whin erg Mermen dramega inlets are protected. washing r i e �-''`��j � ' ^ „-..i ~ ..: r ^, 52 � 7P'`2u `�"• _.__ s s - ,a to.All construction arntados and subcontractor personnel are to W made aware of to required Sill and(Mood _ f housakeetal measures for 9re sits and associated conahuctbn staging seas_ � yv,^.Fs', project anY ndwaW 9W has miltatod into uc tim situ is prOn"sd. co er nnetet Etdmxnstm so r - •",�,jy� �•�"v ' -i ce ,C_e.,__ a'. ,,,,w Disdutivni;noncmtemkna groundwater a groundwater produced by dewa��ig actvfgas may require a Natrona Pollutant aloefiarge . :Tin rs ). r - - \ ,,, y w `> .� r�qcv _ u to.vet' System(Niel p from that Regional Water Quality Central Board. I 1 I V � , ?2-Storm water runoff snag not be directed over an slopes without permanent down dram installed. Erosion and sediment cotes , "�l •c r I, ,, ,I.V i I S z h Includ'ng marlenahos are required m WF exposed slopes un g srARdat Pen wmm ianascafwi9 Odra ter i0o%stops ' t i - t F'm ,i T air + _ n` Protection must be in piece prior to the"grim of the Rnat MagCall d occupancy. 13.Vegetation clearing and brushing activities shed not be Initiated dunn9 the wet seaam of any winch art nor adequately protected with basins or other sumcciml drainage or coal measures ,a stockpiles of son shag Propeh"secured with Still to eliminate or reduce sediment transportran the�to steals,drainage .�sr �� t _�:/ �i--Ar-�r � , e�� ��,•n.r '..,.. facilities covered;w adjacent sent pro shall be erackaaeon wired. Stodhplks mace" period of is days a muse shag be - m 15.Special atfmnim sW be given to Pteparaton (REAP) required i rR4CT 2 74-5 .52 %' t:r i Level a as marMatea Ole Sawa Ana Regbnat Board NPOES Permit General Pamdt Pin Activities Wised on site Reek \`•1P trr EXlSTJNG S/DE,N77At J I `� " -' i t -�` _ `i,.� `-, 16.At the and zff Ada day of construction actvky,erg construction dais grid weare materials snail be eaaactad and propeM disposed of in gasti or recycle bit*. 17.TWA ant obtained a National Pollution Prevention Elimination System A (NPOES)Pit to Construction Stem water v, NPOES wale#9 17c368654 DATE wDlo ISSUED:`l13f2014 A 18-The undersigned civil engineer:a qualified OSP aanto QSD wilt review Ph"InsM'A erosiorh control and insure that work re!n accordance with Me approved titan. x _ r 1' J0di Menard (Si}prsture}7(CPSWQ Na.678,E1&H�lg,902)(Edge)(6t49) '` "'-TT' � Tr-'" `� �I�- 9 MARK REVISIONS APPR, DATE THESEPLANS Have�N MONED FOR COMPUAMM 1i THE APPRE)PRaTE PREPARED air � �� ___ fF oevewPa W All CITY Oro STATE LAWS Add HAVE KEN C(TY t7f LAKE ELSINORE st�ET(� FOUND ACCEMaU �148 C� e1'`lCI + m� wacurcro:acisa .�-a.rm TR4C7 N13 28214-5 8 ( H MAW. EROSION CONTROL PLAN � sHE�Ts KENRtA(AVta, RCE 42866 DATE Certified Storm Water Professionals krs c--sue M far to" EIIM M. /JW..4t5 Arm INTEM CRY ENGINM DATE t0 1v-15 Mr 9OUT NO I FAR/:M CiTY OF LAKE EIIANDRE