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Home My WebLink AboutCentral Place AS BUILT PGP GENERAL NOTES TREE INCHES(3-)Will BE RACED N FILLS WTHIN ROADBED AREAS OR 1HEE FEET I ' 1. ALL WOW SHALL BE DOVE N ACCORDANCE NTH A THE CITY O LACE OELSINOREAND ARE SPECIFICALLY FM91 MASER, EDUNLESSBY THE LOCATION, MATERIALS, AND DISPOSAL.1E7110DS CITY OF LAKE ELSINORE ININCFM CODE,CHAPTER 1572 AND APPLICABLE STANDARDS AND SPECIFICATIONS AND ARE SIPEfLFICALLY APPROVED BY THE SOILS ENfIEDt. THE LATEST EDITION OF THE UNIFORM BUILDING CODE(URC.),CHAPTER 33. 37. THE ENC#iEIIt MUST SET GR� STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN 2 A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF LAKE INSPECTION BEFORE APPROVA. N ELSINOBE,PRIOR M ANY OPERATIONS A GRADING PLANS'ALL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED I THE DEVELOPER AD/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AID BY THE BUILDING DEPARTMENT. if U.SA AUERT(1-800-42L NOTIFY FORTY-EIGHT(48)HOURS PRIOR 70 GRADING. T1I5 SITE HAS OBTAINED RED A NATIONAL AL AND PREVENTION STORM SYSTEM PARCEL 1 8 OF TTM 37284 4. THE CONTRACTOR HOURS NOTIFY THE CITY EKING EGRAD DEPARTMENT AT LEAST (WDES)RPEAMIT TO REGULATE ILNICPAL Nq INDUSTRIAL STORY WATER � TWENTY-FOUR(24)H1OUR5 N ADVANCE O BEGINNING GRADING OPERATIONS OPSOIARGESNPDES 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE WDD/ 8 M77706 DATE PERMIT ISSUED: OCTOBER 4,2016 CITY EIIGIEER. 40. DRAINAGE EASEMENTS'ALL BE KEPT CLEAR OF ALL OBSTRUCTIONS NO BUILDINGS OR 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS WALLS SHALL BE PLACED WTHIN EASEMENT LIMITS TEMPORARY YPR01OE11TS ARE OLL SLOE APPROVED,AID SHALL E STHAN 2N THE PLAN. SUBJECT TO REMOVAL AT OWNER'S EXPENSE CENTRAL PLAZA 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HHORIZONTA TO 1 VERTIJJ, lMIE55 OTHERWISE APPROVED,SHALL BE SHOWN ON PLAN,AND SHALL NOT HAVE LESS THAN c, W%RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. ENGINEER'S NOTICE & FILLS SHALL BE COPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE INSPECT THREE(3)LAYER AST.M.D-I557-70 TEST METHOD. 1. CONTRACTORFHS SHALL ASSUME SOLE AND REQUIREMENT SINl, ..Y .OH PRECISE GRADING PLANS 9. FILL AREAS BULL BE CLEANED OF ALL VEGETATION AND DEBRIS, SCARIFIED. AND SITE CONDIT06 LAIRNG THE COURSE OF CONSTRUCTION,INCLUDING SAFETY OF ALL PROJECT SITE TOINSPECTED BY THE O WADING INSPECTOR ND APPROVED SOILS TESTING AGENCY PRIOR q� TO THE PLACING(IF FILL. LIMITED TO NORMAL WORKING HOURS.THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD 10. All FILL MATERIAL STALL BE CLEAN EARTH. NO FILL SHALL BE PLACED LINTY_ THE OWNER AND ENGINEER HARLESS FROM ANY AND AL IIABN TY.REAL OR ALLEGED,IN iO a. •/j�, PREPARATION OF GROUND IS APPROVED BY THE SOILS ENG114m. CONNECTION NTH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY 11. FINISH GRACE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN ARISING FROM THE SOLE WGLXENCE OF THE OWNER AND ENGINEER. ER. %-PER FOOT FOR A MINIMUM OF THREE(3)FEET,THEN 1%(MINIMUM)TO FLOW LINE 2 ALL UNDERGROUND UTILITIES OR STRUCTURES,REPORTED OR FOND ON PUS IC RECORDS, OF EARTH SWINE. ARE INDICATED NTH THEN APPROXIMATE LOCATION AND EXTEND.THE OWNER,BY ACCEPTING y� 12 IINMNIM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%F SLUT OR FILL THESE PLANS OR PROCEEDING NTH THE IMPROVEMENTS HEREON.AGREES TO ASSUME LIABILITY AND HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE . SLOPE IS LESS THAN SEMI FEET ALL ARID 2x IF OUT OR FILL 5 GREATER THAN TEN EXISTNECE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON 9 FEET(M O DRAINAGE SWAES SHALL BE A OF CUTI(P ILL CLOP AND CONSTRUCTED A PUBLIC RECORDS,OR THOSE CONSTRUCTED AT VARIANCE WTH REPORTED OR RECORD MINIMUM O TWO FEET(2�FROM THE TOP(IF CUT OR FILL SLOPES. LOCATIONS.THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIOWY MEASURES TO ! Z 13. PROVIDE 5' ODE BY 1' HIGHBERM OR EQUIVALENT ALONG THE TOP OFALL FILL PROTECT THE UTILITIES S A STRUCTURES SHOWN AND ANY OTHER FOUND AT SITE IT SHALL - _ �+ SLOPES OVER 5'HIGH BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR ;). 14. PROVIDE A BROW DITCLI,DESIGNED TO HANDLE ONE HUNDRED(100)YEAR STRM FLOWS THE ENGINEER CONCERNED RIN BEFORE$TANKS NORM. 3. THE EN(LgFERR PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR,OR UABEE FOR ALONG THE TOP R CUT LOPES UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS, 15. NO OBSTRUCTOR OF ROOD PLANS OR NATURAL WATER COURSES STALL ff 4. QUANTITIES SHOWN HERON ARE PROMIDED FOR BODING PURPOSES ONLY CONTRACTORS �CE�_ AL A_V uE - _-' _ VICINITY MAP PERMITTED. SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR TO BIDDING FOR NOT TO SCALE 16. A SONS ENGNEIIt SNAIL BERETAINED BY THE DEVELOPER TO SUPERVISE GRADING CONSTRUCTION. AND PROVIDE A FINAL SOILS REPORT WNLH INaUOES FOUNDATION REQUIREMENTS - EX ON, (SUBDIVISIONS)AND EXPANSIVE CHARACTERSTI S OF THE SOIL SOILS ENGINEER'S CERTIFICATE 17. GRADING CERTIFICATION BY THE DEVELOPQPS CIVIL ENGINEER AND A FINAL COMPACTION - - - _ - INDEXDRAWN OWNER/DEVE SCHOOL DISTRICT REPORT BY A SOILS D#GI EER SHALL BE SIBI11110 TO THE BUILDING AND ENGINEERING 1. ALL GRADING SHALL BE DONE UNDER OBSERVATION AND TESTING BY A QUALIFIED CIVIL ,+ , - �c - OF DRAWINGS LbPER DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS. ENGINEER OR GEOTECNCAL ENGINEER AND.IF REQUIRED,BOTH A QUALIFIED CIVIL ENGINEER f -" - -- _. PROPOSED R/r ` ;T h j HiFC-PRP ELSINORE,LLC LAVE ELSINORE UNIFIES SCHOOL OR GEOTECFIR'.AL ENGINEER ANO AN ENGINEERING GEOLOGIST.ALL GRADING MUST BE 1 INDEX N0, DESCRIPTION 417 291H STREET DISTRICT 1& THE SOILS ENGINEERING INVESTIGATION DATED JbLT3-2015 PREPARED 8Y SAIEMI PERFORMED N ACCORDANCE WITH APPLICABLE CITY ORDNANCE AND THE RECOMMENDATIONS 1' / rAD 6 + 1 ()F 16 TITLE SHEET NEWPORT BEACH,CA 92663 5�di SST G 9 FN(iI AR- COIF, INC. AND BY AL II IGI GEOLOGIC G INVESTIGATION, INC.. H DATED AND SPECIFICATIONS SET FORTH N THE SOILS REPORT OR GEOLOGICAL(EOTEONICAL E FEgiUARY 29�2014 PREPARED BY BAILEY DRSHALL E GROUP. INC.. SHALL ff INVESTIGATION ENTITLED: / V PAD N Wit! i ! 2 OF 16 NOTES 9GREG 49-7LUK� 951-253-7000 ZM CONSIDERED A PERT BE GIFTS GRADING PLAN AND SHALL BE N COMPLIANCE. Si{ _ 19. A REGISTERED CIVIL ENGINEER OR LKL.NSED LAND SURVEYOR SHALL SUBMIT { - A GEOTECHWCAL 00EEERNG NWSTIGATON,PROPOSED CENTRAL PLAZA SEC COLLIER L c�.' ?I 3 OF 16 DEYGJTON PLAN 949-433-8595 CERTIFICATION OF BUILDING PAD ELEVATION. WERE SPECIFIC ELEVATNNS ARE - �' REQUIRED,THE ELEVATION(NTH RESPECT TO MI:AR SEA LEVEL)SHALL BE OVOI.F AR AVENUE AND CENTRAL AVENUE LAKE ELSINORE,CALIFORNIA PREPARED BY SMEII �� P _ - {. t X WATER/SEWEIi 4 OF 16 HORIZONTAL CONTROL PLAN ENGINEERING GROUP,INC.DATED FEB 29,2016(PROJECT N0.3-216-012) - + EVJLWD EIFVATON NTH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, LIFE ACTUAL '�^ 1..,i I I + ARCHITECT DISTANCE ABOVE THE ADJACENT GRIND SHALL BE GIVEN. 2 SUBSURFACE SOILS WTHIN THE SITE ARE PRONE TO LIQUEFACTION UNDER HIGH GROUND ,� ..F%M/W i 1 5 OF 16 HORIZONTAL CONTROL PLAN P.O.BOX J000 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED N THE FIELD PRIOR TO -_ I I '' GK PIERCE ARCHITECTS LAKE ELSPM CA 9WI SHAKING ACCELERATIN DURING AN EARTHHQUAKE.OUR PRELMWARY CALCUAIIONS NDIGTED s W -- Q I 6 OF 16 HORIZONTAL CONTROL PLAN 3 OVERTIME COMMENCEMENT OF ANY CONSTRUCTION/GRADING. THAT THE BUILDING AREAS,AND AT LEAST 5 FEET BEYOND,SHOULD BE OVER-EXCAVATED TO - - t i--.II'I f- (951)674-3146 21. STABILITY CALCULATIONS NTH A SAFETY FACTOR OF AT LEAST 1.5 SHALL BE A DEPTH OF 2 FEET BELOW EXISTING GRADE OR 2 FEET BELOW PROPOSED FOOTINGS, C _ -- - I i S; AUSO NEJO,CA 926M SUBMITTED BY A SOILS ENCIEER TO THE BUILDING AND D"IEIIWG DEPARTMENTS WLCEVER IS GREATER,AND THE RESULTING EXCAVATION SHOULD BE BADOL1ID WITH A I' .?' -0- � 1� 7 OF 16 PRECISE GRADING PLAN FOR CUT AND FILL SLOPES OVER THIRTY FEET(W)N VERTICAL HEIGHT. LAYERED SYSTEM OF 00EFRED FILL AND GEOGRID REINFORCING FABRIC. v W� a _ .. R1 rt;, GLENNN PIERCE,AIA ELECTRWATY 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE(1) - ` r -- d- - s;'•- 8 O 16 PRECISE GRAOIIG PLAN 949-344-2710 SWIFEN CALIFORNIA ED19O1 FOOT. ANY UNDOCUMENTED AND UNCOMPACTED FILLS ENCOUNTERED DURING WADING SHOULD BE j,. I - - -- - -1 9 OF 16 PRECISE GRADING PLAN REMOVED AND REPLACED NTH ENGINEERED FILL THE DEPTH OF THE OVER-IXGVAIIOI ri - (800)855-4555 M. F SLEEP SLOPING TERRAIN NcalRs LL'ON WHICH FILL 1S TO ff PLACED.IT MUST ff SHOULD BE MEASURED FROM EXISTING(BOND OR ROUGH PAD GRADE,WHICHEVER IS i._.W - - _ _ .y. 10 OF 16 PRECISE GRADING DETAINS ENGINEER CLEARED, KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. GREATER.A PRELIMINARY ffSI(W PROCEDURE IS PROVIDED BELOW. FAIN.DESIGN WILL ff �' - -¢-- I Q PREPARATION SHALL BE APPROVED BY A iEpS1EBED SOILS R)NCII�! PRIOR TO PROVIDED BY THE GEDGHID MANUFACTURER ALONG NTH OUR OFFICE.CABAL SEISMIC __ - - - - _ _ 11 OF 16 PRECISE GRADING CA055-SECTIONS h DETAILS DAVID EVANS AND ASSOCIATES TELEPHONE ADl PLACANDEMENT OF FILL MATERIAL.SLOPES GREATER 1HAN 5:1 ARE REQUIRED TO BE KEYED INDUCED SETTLEMENT OF THE STE IS STILL ANTICIPATED WHEN LIQUEFACTION OCCURM. S. ( - - 4200 COICOURS DRIVE,SLATE 150 ti` O\ _ {- - 12 OF 16 STORY DRAW PLAN(NORTH) ONTARIO,CA 91764 VERIZON 24. THE SOUS ENGINEER SHNLLD INSPECT THE CONSTRUCTION N THE FOLLOWING STAGES PRIOR 70 PLACING THE(ENGIRD,THE BOTTOM OF THE sLIerMTADE SNOOD BE SCARIFIED TO A _ 13 of 16 STORM DRAW PLAN(SOUTH) GABE RODRIGUEZ.PE (800y 463-5000 A)UPON COMPLETION OF aFAlI1G AND SIRING EXCAVATION ND BEFORE DEPTH OF 8 INCHES,MOISTURE CONDITIONED TO NEAR(F111K1Y M015RURE,AND BECOIPACTm ...,. - . _�.:. - 71 L 9D9-912-7395 EIAOM OF N1DVIA.,COI VIAL AND TERRACED AREAS AND ANY SUBSTRUCTURES TO A MINMN OF 95 PERCENT(90%FOR COHESIVE SOIL)RELATIVE COMPACTION BASED ON - - j 14 OF 16 STORM DRAIN DETENSHON BASIN GAS C 8)DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION, ASTM D 1557(LATEST EDITION). -}• BENCHING AND FILLING OPERATIONS. j f i 15 OF 16 EROSION CONTROL PLAN C)SIRING WSTNUION BE BUTTRESS AND CANYON SUB-TRANS AND FILTER THE FIRST LAYER OF GEOGRID REINFORCEMENT WILL BE PLACED DIRECTLY ON THE PREPARED / 1 i I. SOUTHERN C"ONIA f/j MATERIAL. SIBGRADE AT A DEPTH OF 2 FEET BELOW EXISTING GRADE OR 2 FEET BELOW PROPOSED P ! YA.IOR NIA" MAJOR EROSION CONTROL PLAN GAS COMPANY T D)WEN MY UNUSUAL GRADING CONDITIONS ARE ENf:OW1FRED SIRING FOOTINGS,WIC4EVER IS DEEPER.THE GEOGRID MATERIAL SHOULD BE OVERLAPPED A MIN IM C R - i (300)427-2200 W 001157RI1CTON. OF 3 FEET W ALL DIRECTIONS THE N7ERI.00K BETWEEN THE RESORT AND ENGINEERED FILL W MAJOR Q, I >WILL PROVIDE LOAD TRANSFER NO VEHICLES MAY TRAVERSE THE GEOGRID PRIOR TO n A 1 - --- LEGEND AND SYMBOLS 25. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED NTH ROSEA ICE PLAN'OR W PIAfE]IEN7 OFTHE ENGINEEREDFILL COVER. ANOTHER APPROVED GRIND COVER, AT TWELVE waifs (12' IN CENTER. SLOPES . OVER FIFTEEN FEET 05')N VERTICAL HEIGHT,IN ADDITION TO GROUND COVER,SHALL ( - +{d'A' + Z� CONCRETE REMOVAL AC ASPHALT CONCRETE SD STORY DRAIN BE RANTED WITH APPROVED TREES, SIRIIBS OR COMBINATION 7FEAEOF. SHRUBS THE NEXT LAYER OF GEOGRID""BE PLACED ON TOP OF THE COMPACTED ENGIEI RFD l -. [ I I i - � ASPHALT REMOVAL AVE AVENUE STD STANDARD STALL BE PLANTED AT TEN FEET(10�ON CENTER; TREES AT TWENTY FEET GROG ON FILL THIS AND SUBSEQUENT LAYERS VIED ONLY BE OVERLAPPED A MNMLIY OF 1 FOOT ON - - II I CENTER COIBNATIONS FIFTEEN FEET(15')ON CENTER.SLOPES OVER THREE FEET(31 ALL SIDES.THE FILL SOILS EXCAVATED FROM THE AREA BENEATH THE STRUCTURE MAY ff r �,,,1 I i I ;~ @ .7, -r- CHAIN LINO FENCE DOT BOTTOM STD SDEWALK N VERTICAL HEIGHT SAL HAVE PERMANENT IRRIGATION SYSTEMS WTH BACKFLOW MOISTURE CONDITOHED AND RECOMPACTED BETWEEN G:OIRD LAYERS AS REI F(RCED FILL. C, ' I !! 'F^ F PREVENTION DEVICES PER U.B.C. _ d ') �LG EXISTING RIGHT-OF-WAY CB CATCH BASIN SWR SEVER LINE THE REINFORCED FILL SHOULD BE YOS7ILE CONDITIONED TO TEAR OPINILIM Y0M5RNE r _" ,_ r _ { !' M. APPROVED PROTECTIVE MEG URES ANDS TEMPORARY DRAINAGE CRADwG PROJECT THE MUST BE CONTENT AND DRY MPADENS BASED MI MUM OF ASTI D 5 PERCEN77 TEST��FOR COHESIVE SOL)OFUSED TO PROTECT + EXISTING EDGE O'PAVflEIT CL CFN7ERLIIE TC TOP OF CURB 27. APPROVED EROSION PREVENTIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DIRID --�- .-; HI ( OP OF GRADE 'N ■ CATCH BASIN X CHAIN LW F94CE OVA DW DOMESTIC WATER T r1IIFP11OE MANHOLE THE RAINY SEASON AND SHALL BE N PLACE AT THE END O EACH DAYS WORK E EAST TMH 26 ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. A TOTAL OF TWO(2)GEOGRID LAYERS,WCLUONG THE LAYER AT THE BASE OF THE 1N EP EDGE(F DAVEMENT -" `--, i' op STREET LIGHT T' TRAFFIC SIGNAL 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY O THE EXCAVATION SHOULD BE INSTALLED AT VERTICAL INCREMENTS OF 1 FOOT.THE GEOGRID -•- P - -_v�----4 `-•. t d'o. PQRMITTEE LAYERS SHOULD EXTEND TO A MINIMUM OF 5 FELT BEYOND THE EXTERIOR FOOTING PM E10 i 't ® CEASE INTERCEPTOR EX EXISTING W ..EST OF TFIE STRUCTURE.THE(E(X,TID REINFORCEMENT FABRIC SHOUT CONSIST BE 1EIISANNiX7 FF FLASHED FLOOR 30. AN APPROVED SET O WADING PLANS SHALL BE ON THE JOB SITE AT ALL TIME. GEOGRID.ANY ADDITIONAL(INSTABLE SOILS VIM BUILDING AREAS SHOULD BE EXCAVATED Y �, ;• -( �Ti _ SIGN X-INGCROSSNG 31. SANITARY FACIITES SHALL BE MAINTAINED ON THE SITE FROM BEONNNG TO AND BAIXFILLED NTH 04GIEIItED FILL MONUMENT FH FINE HYDRANT FL FLOW LINE COMPLETION OF GRADING OPERATION. .-... r 32 ALL SLOPES SMALL BE PRINTED AND IRRIGATION FACILITIES SHALL BE PRONGED FOR IT IS RECOMMENDED THAT THE ENTIRE SITE BE EXCAVATED AT ONCE,AND SAILS I*i -�.. -_ EXISTING CONTOURS ! ALL 10-ES N EXCESS OF THREE(3)FEET VERTICAL HEIGHT WD IN MALTY(90)DAYS BESTOCIONLED ON ADJACENT OR NEARBY PROPERTIES.THE FIBER OPTIC THE GEOGRID AND EXCAVATED SOIL ' MAY THEN BE PLACED AND RECOPACTED AS RECOMEDED HERE. I. -ROD- PROPOSED CONTOURS AFTER C01P1E110N OF ROUGH WADING AND SHALL BE IN ACCORDANCE WTH CITY OF - �' LAKE EI9FGRE GRADING ORDINANCE 40. 892 PRIOR TO THE APPROVAL OF FINAL PROPERTY LINE FS FINISHED SURFACE ASSESSORS PARCEL NYMMR NSPECTON. ALTERNATIVELY,THE CONTRACTOR MAY ELECT TO EXCAVATE THE SHE N TMO STAGS,WERE I FIN FIRE WATER 31 ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF EXCAVATED SILL CAN BE STOI(PLED OVER ONE-HALF OF THE SHE WILE THE OTHER HALE ' - - _..- FLOWIHE IS MITIGATED.HOWEVER,IF THE CONTRACTOR ELECTS THE OPTION OF TWO STAGES OVER THE E INVERT ELEVATION NTH THE SITE AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACLI11E5 I INDEX MAP RESIL.TNG DIRECTLY O. INDIRECTLY FROM HIS OPERATIONS WHETHER OR NOT SUCH FIRST HIED SHOULTIOND O USING ONE STAGE,A HALF. MINIMUM H 5 FEET TH GEOGRID FROM THE - T�lP SLOPE NT INTERSECTION PARCEL 2 377-OW-OW FIRST HALF SFIOILD OVERLAP THE SECOND HAf.FUR7HEIIORRE,THE OVERLAPPING GEOGRID I SCALE i'=80' FACILITIES ARE SHIOWI ON 11Eg PLATS. SHOULD BE PROTECTED FROMDAMAGES WICH MAY BE CAUSED BY OPERATING EQUIPMENT.IT fX1R8 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE(1)BRIE TOP PER FINISHED IS FURTHER RECOMMENDED WHAT FLEXIBLE UTILITY CONNECTIONS BE USED FOR THE PROJECT MH MANHOLE PARCEL 4 S77_OBD-014-{ PAR,PRIOR TO ROUGH GRADE APPROVAL FUTURE CND WON MONUMENT u 3S APPROXIMATE DATE OF: 3. THESE GRADING PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED AND FOND TO BE N CUTTER Q BEGINNING OPERATION: OCTOBER 2O6 CONFORMANCE NTH THE RECOMMENDATIONS AND SPECIFICATIONS OUTLINED N THE SOILS AND POST-CONSTRUCTION PERMANENT MPN NORTH caPLETON: OCTOBER 30,2017 cEaacxAL RECONNAISSANCE REPORT PREPARED FAIR THIS DEYELOP►ENT. OPERATION i MAINTENANCE PROCEDURE DETAILS a. EARTHWORK QUANTITIsi d PL PROPERTY LINE 36. NO ROC(OR OTHER MEMX38LE MATEIAL NTH A MAXIMUM DIENSION GREATER THAN SM WATER MANAGEMENT AND DISWARGE CONTROL MAINTENANCE AGREEMENT APPROVAL NO.: _____= TEMPORARY REDWOOD HEADER PROP PROPOSED RAW CUT VOLUME: Z670 CY � I�� C - �f'/p-20/7 DAM RESPONSIBLE PARTY DESIGNEE. OWNER ® RETAINING WALL PT POINT RAW FILL VOLUME: 46,850 CY I I . (LARORCE JANG, R(E N0: 247E DATE INSPECTION MAINTENANCE SERVILE SERVICE RESPONSIBLE SHEET RAM' RIGHT-OF-WAY a SENIOR GEOTEaNICAL ENGINEER MP DESCRIPTION MAINTENANCE METHOD S SOUTH GRADING PERMIT NO. FREQUENCY FREQUENCY REQUIRED MIE1F100 PARTY NILIMBXS) - o su1 XXXXX KIMIw RaYNCi bWIOw. _, DElEN1LON BASIN 3/YEAR 3/YEAR OR AS NEEDED VISUAL.USE VACW TRUCK ANNUALLY TRU ANNUALLY YAIIFAC711RE ER EWR SFIEET 7 WDID NO. 4 Ci1aNYLiI,Wyw,y 9J/Jb 3V M/10/l7 8 3310377706 MARK REMSIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE DAVID EVANS CENTRAL PLAZA CITY OF LAKE ELSINORE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE Am ASSOCIATES Inc. ESSi SHF�T 7 0 ItPlLSiD I.OFI G0161NLVtl�TMRLIPLM40ELAP6+A'MV70N.D tUQMDLNhlult fa7 GtNtLA1.OL.VVEW WHIP 3-15-4 LAWS AND A PERMIT MAY BE ISSUED. 4141 E.NirW EmpIm OW,Sub250 \V.� Roo.?, BENCH MARK: PANEL 1-8 OF TPM 37254 OnWio CaYlomh 91764 y e SCALE: OTY OF LANE ELSINOI E BM ' 16 tt ebeVA*twh CNVAA.YAL TN.MAWINY LO ONRIaCN'YMOVR 90 A&FRaIq 2vCiLtO f4VpNaVVAC Ph_:909.481.5750 Fw:9(WA61.5757 AS SHOVM ON PLANS B-96-5x ONsm SQUARE ON .. No.89948^� . -Z1-17 •Ems.oe/3D/18* SwLV AL1Nq THE CDITF]W1NE rr TITLE SHEET ILAVIM►QN'FMLE qp C RLI'RWBD (F HIEADWHL APPROXIMATELY 45' SHEETS A4-fSU/GT iPEI/S/OV6 IO(/S�/EET�j 7A 9A ND/2 }� -LO-14 BRAD FA(E2ELL R 43920 DATE P E E SUPERVISION )F: �7jf CIVIL �T`� DATE: COIUDR AVENUE AD 46 SWLY To FILE No. CITY ENGINEER OiAzlz 0 CAl1V ELEV.: SOUTHERLY(H 0,29"`"°""' CITY OF LAKE ELSINORE A ;x a I+ — — — — - tan _f - �, I DEMOLITION NOTES v� 4�7 CENTRAL AVENUE 4SS — - -- / ITEM pESCRPTION ' '� .E;, _ FIRE HYDRANT TO BE RELOCATED B 2� _ -'�?, - I-- - - - t ... `'s •�t +°' jtl" Q2 EXISTING CHAIN LINK FENCE TO BE REMOVED r 2.089 lF i --— — rIN, ABATE EXISTING TRAFFIC SIGNAL TO BE RELOCATED BY SEPARATE PLAN AREA 1 EXISTING HEADWALL TO BE REMOVED 4.4-ch 250 LF Q EEXISI NG DITCH TO BE REMOVED AC y... .__' - "'" _— --_ � I © EXISTING CONCRETE AND BRENO ASE TO BE REMOVED 013 T ��- .. NEW R/'ll ® :1 '� - ' ` I' EA Q EXISTING MNLBOX TO BE REMOVED 1 ;..., • � i .• '1 BY SEPARATE � • - Q a TING POWER POLE TO BE RELOCATED }, Q EXIS PLAN 3 9EXISTING SIGN To BE RELOCATED BY SEPARATE PLAN e EA r®�I ,a EIOSITNG WATER METER TO BE REMOVED 2 / 1 f PAD I I r I $$ . ( tt E70STING ASPHALT AND BASE TO BE RElIOVED O'er #UTURE ® �. I I FUTURE . ' - ,: EXISTING TS PUALBOX TO BE RELOCATED BY SEPARATE PLAN 7 �` B PAD I 12 E" EA PAD _ ,3 EX157NNc sK7N To BE REMOVED ; 1 I 4 t 4 EXISTING WATER VALVE TO BE RELOCATED BY SEPARATE PLAN 3 t I 1 EA EX1STNc GAS METER TO BE REMOVED f '1�� i .. P ® ®® ' wo I d 1I - -` � -: • ,a E)eSTMNG FO MH TO BE RELOCATED BY SEPARATE PLAN N/A EA 152 LF Q EXI -, + � r t7 STING AC BERM TO BE REMOVED ® ® I > EXISTING CURB k GUTTER TO BE REMOVED 91 LF L I �Ex Rn I I I 1 ; °j GRADING NOTES I -, ITEM DEsaIPT10N QUANTITY e8.625 SF CONSTRUCT 3•AC/6•AB OVER COMPACTED SUBGRADE CONSTRUCT 3•AC/9.5'AB OVER COMPACTED SUBGRADE 55,660 SF 1 I r O PLAN CONSTRUCT 6•CURB ONLY(TYPE 6A)PER CITY OF LAKE ELSINORE STD 5.035 LF I arTg AREA !^I.i'!' N CONSTRUCT 6'CURB AND GUTTER(TYPE 6)PER CITY OF LAKE ELSNNORE STD PLAN 200 1,460 LF �,. .��. T �, i f r V e'RIBBON GUTTER PER DETAIL ON SHEET 11 755 LF ADA SIDEWALK RAMP PER DETAILS ON SHEET 109 EA SHEET sJF _S89 ! 0'_' � 4•tllac Pcc SIDEWALK PER an aF TAKE ELSINgtE STD PLAN 210 _ _ _ IB (3 ® _ + -' ,- 0'TC TO 6'TC a1RB TRANSITION FACE APPLIED TRUNCATED DOMES PER DETAIL ON SHEET 11 12 EA ® - r r! - {- CONSTRUCT TRASH ENCLOSURE PER ARCHITECT'S PUMPS 5 EA ---- 4=tya. PROPOSED WHEELS PER ARCHITECT PLANS - t5 EA EA 0' t I ' 32 PROPOSED SIGN PER ARCHITECT PLANS 9 - O Q CONSTRUCT REDWOOD HEADER PER DETAIL LF i i t- r - ,-----� - �Y\ _ 1 {. Q CONSTRUCT 6.5•PCC/ PPE" N 4 �� C - , ( 65 Lf T N ® CONSTRUCT 6'TO 8•WRB VANNSITION ONLY TYPE 6A PER CITY OF LAKE ELSINORE STD F D CONSTRUCT 8'Mlle ( ) .# 142 LF I '� PLAN 203 7 6 LF CONSTRUCT 0•TC TO 8'TC aM TRANSITION 865 LF 'a`�,•. 1 .4 y { -.I. 0 CONSTRUCT GRADED SWALE 7 s MAJOR MAJOR MAJOR I,. H=s'MAX 270 LF C D F �I ' - Q z CONSTRUCT RETAINING WALL PER SPPWG STD.DWG s18 3 TYPE B, MAJOR STORM DRAIN NOTES 1 A _� -t DESCRIPTION QUANTITY•` 1 !' ITEM INSTALL 12•HOPE STORM DRAIN PIPE 1,000 LF r too LF ® INSTALL 9'HDPE STORM DRAM PIPE STORM DRAIN PIPE lF ® INSTALL 18•HOPE Q INSTALL 24•HOPE STORM DRAIN PIPE INDEX MAP ! INSTALL SO MAMNaE N0.1 PER RCFC OwG./MH251 { 1 I { .';� 1 ® INSTALL GRATED LIFT(SEE PLAN FOR SIZING),:E?NSEN PRECAST OR APPROVED EQUAL 4 EA I I' { + , scALE: t'=4o' I ' I L a7 INSTALL CURB NET PER CITY OF TAKE ELSINORE STD PLAN 302A 2 EA ( I I r - ® INSTALL 30•HOPE STORM DRAIN PIPE(ABS OR APPROVED EQUAL) 40 LF r t • \\ r� ! ' I#( ® CONSTRUCT 4'X4'DROP IxET(dENSEN PRECAST OR APPROVED EQUAL) 1 v { EA 1 CONSTRUCT STORMGAIE W11FT STRUCTURE PER DETAIL ON SHEET 14 U P EX FIL .. - .___• 4,.:.. _ i gilt - � � + j!'g]IT Ie firk-wbdow. t va 0� li2o�P7 _- - Cdl"bdm CENTRAL PLAZA CITY OF LAKE ELSINORE SHEET Z A,PPR, DATE THESE PLANS HAVE BEEN REVIEMED FOR COMPLIANCE VATH THE DAVID EVANf ESSi _ ENT AND OR CITY AND STATE AMwA SOCIAT[S ttro. s9 Ro BENCH MARK: PARCEL t-e OF TPM 37284 VELOPM o S APP ROPRIATE CON DITIONS OF DE / S � REVISION OF , MARK eaa,suW.zso 7 g - - LAWS AND A PERMIT MAY BE ISSUED. Out E.Rrrd emv t SCALE' �-� 3-�_� o„tr;o calm,:.ans4 _m T- an OF LAKE,7.91LDRE BM /�CJ-I3U/LT R_909,481.5750 Fa.:909.4a1.5757 AS SHOWN ON PLANS 8-96-55: cLtISIED SQUARE ON 7 SHEETS Ho.69948^' ` OF HEADWALL APPROXIMATELY 45' NOTES FlLE No. oo/b/1a* COU AVE THE CflNT,DKINE OF FWONDER,-VNUE SUPERVISION OF: CIVIU DATE: Wu�n*WY AND 45'SWLY TO BRAD FAGRELL, R 43920 �� THE SXtI1THF%r END OF HEADWALL , 1.0 � J DATE 06A-? Q�CAItF ELEV.: 1270.68(HAND 29) - CITY ENGINEER A `� -ATE-- CITY OF LAKE ELSINORE SM DEMOLITION NOTES 4&8 CENTRAL AVMU ------ ITEM DESCRIPTION QUANTITY (D E)OSTING FIRE HYDRANT TO BE RELOCATED BY SEPARATE PI-AN 2 EA 4, + w AJ V @ DOSTING CHAIN LINK FENCE M BE REMOVED i,4. zoo LF OFFEM AREA k Q,-2.5-1. E)OSTING TRAI SIGNAL TO BE RELOCATED BY SEPARATE PILAN 2 EA \A 4.4-cla EA @ EXISTING HEADWALL TO BE REMOVED 1 + EXISITNG DITCH M BE REUIOVED 250 LF AND BASE M BE REMOVED 0.13 AC V_ E)OSTING MAILBOX M BE REMOVED I EA — — — — — — — — — — — — — EMSTING POWER POLE M BE RELOCATED BY SEPARATE PLAN 3 EA ,t • rr EXISTING SIGN TO BE RELOCATED BY SEPARATE PLAN 8 EA A MTNG WATER METER M BE REMOtAD 2 EA 2 PAD a EXISTING ASPHALT AM BASE M BE REMOVED 0.09 AC @ EXISTING TS PULUBOX M BE RELOCATED BY SEPARATE PLAN 7 EA FUTURE PAD @ DUSTING SIGN M BE REMOVED 2 EA A 4 it 14 DOSTING WATER VALVE M BE RELOCATED BY SEPARATE PLAN 3 EA IL I @ EXISTING GAS METER M BE RENIM 1 EA EXISTING FO WH TO BE RELOCATED BY SEPARATE PLAN N/A EA k pit EXISTING AC BERM TO BE REMOVED 152 LF 19 �'k_j V=� L----------- E)GSTING CURB&GUTTER M BE REMOVED 91 LF GRADING NOTES ITEM DESCRIPTM QUANTITY IJ _C_/I'AB OVER COMPACTED SUBGRAIDE 90.985 sF -4] @ CONSTRUCT Y AC/9.5'AB OVER COMPACTED SUBGRADE 5500 SF @ CONSTRUCT 6'CURB ONLY(TYPE 6A)PER CITY OF LAKE ELSINORE STD 5,070 LF PLAN 202 Offs AREA A; n24 CONSTRUCT 6'CURB AND GUTTER(TYPE 6)PER CITY OF LAKE ELSINORE STD PLAN 200 1720 LF 7 SHE CONSTRUCT 4W GUTTER PER DETAIL ON SHEET 11 755 zl� 5&9 2.5-ch (.5, CONSTRUCT ADA SIDEWALK RAMP PER DETAILS ON SHEET 10 11 EA S�W�T 47 P(�E W�II(ALK PE�9Z f L4!��§M 18 1 i 19 j 0'TO M 6*TO CURB TRANSITION 10 C06 115 LF is y INSTALL SURFACE APPLIED TRUNCATED DOMES PER DETAIL ON SHEET 11 12 EA Q A CONSTRUCT TRASH EWMAIRi PER ARiCtkdYSlkA'NS- - - - - - - -- - - 6 EA 2 . . . . . . - - - - - - 0.- 11 PROPOSED WHEELSTOP PER ARCHITECT PLANS 15 EA .1 it 1:1.;!!i it Qm 0i _11ilklild PROPOSED SIGN PER ARCHITECT PLANS 9 EA I:J;-3 I @ CONSTRUCT REDWOOD HEADER PER DETAIL 235 LF ;111 lift'! CONSTRUCT 6.5*PCIC/7*AB 4,435 SF - - - - - - - - - - v! CONSTRUCT I TO 8'CURB TRANSITION 195 LF CONSTRUCT W CURB ONLY(TYPE BA)PER CITY OF LAKE ELSINORE STD 190 LF PLAN 203 I M"OR MAJOR MAJOR CONSTRUCT 0'TO M Ir TO CURB TRANSITION a LF CONSTRUCT GRADED SWALE US LF C D M MAJOR CONSTRUCT RETAINING WALL PER Sli SM.DWG 618-3 TYPE B.H-6'MAX 270 LF ill Jill! A/A STORM DRAIN NOTES 17N DESCRIPTION aumnTy 1,000 LF INSTALL 1f HOPE STOW DRAIN PIPE @ INSTALL r HOPE STORM DRAIN PIPE 100 LF @ INSTALL 1r HOPE STORM DRAIN PIPE M5 LF i,.IRS INSTALL 24"HOPE STOW PIPE 7o LF INDEX MAP SCALE- 1'-40' IN! INSTALL SO MANHOLE 40.1 PER RCFC Di I WH251 3 EA INSTALL GRATED INLET(SEE PLAN FOR SIZINGI•ENSEN PRECAST OR APPROVED EQUAL 4 EA @ INSTALL CURB INLET PER CITY OF LAKE ELSINORE STD"302A 2 EA ro IIIINSTALL 0 HOPE STOW DRAIN PIPE(A8S OR APPROVED EQUAL) 40 LF CONSTRUCT 4X4'DROP INLET(J34SEN PRECAST OR APPROVED EQUAL) I EA Id PL I. CONSTRUCT SMRMGATE OUTLET STRUCTURE PER DETAIL ON SHEET 14 1 EA ---------------- 17% 2 PA FOR L REIIIISION ONLY: ESs DAVID EVANS&ASSOCIATES INC, 4141 E.NLW WK BLIA SIBS 2W 011TAR11%CA IIIN4 4111 11i IAN'! I ANTE 1*E 11E 111111110 vmw wban Wow. )6,y ?�f E 4v 0 .3/r It#- + �jlj� MARK REVISIONS EOW DATE APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE MATH THE DAVID[VANS CENTRAL PLAZA CITY OF LAKE ELSINORE SHEET 2A A.1 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE ASSOCIATES mc. ESS/ .5 SmZ8T 4 31 REVISED QUANTITIES REVISED PAD I M SHOW PROPOSED CONDITIONS GNR 01/30/18 -3 T 3-1-r,18 LAWS AND A PERMIT MAY BE ISSUED. 4141 E.W-d ErlIpir.EIW,Suft 250 ROO BENCH MARK: PARCEL 1-8 OF TPM 37254 -6alL7- C7 9 iil�* 3-70-ICI Onh.-C40oi.91704 SCALE: CITY OF LAME ELSINCRE BM w- PhT9019,481.5750 F—909.481.5757 -95-55: 16 a:2 kt No sli �t AS SHOWN ON PLANS 0 CHISLIED SOLIARE ON TOP /a,j A"k 3-11 PREPARED UNDER THE SUPERVISION OF: • 1 09/30/18 OF HEADWALL APPROMMATEI-Y 4V SHEETS Sli ALONG THE CENTERIUME OF NOTES E p BRAD FAGIRELL. R&43920 DATE - Civil- DATE: COLLIER AM"AND 4W SWILY To nLE No. CITY ENGINEER Or OALkli THE SOUTHERLY(END OF HEADWALL GAURILL Ag l,0 CITY Of LAKE ELSI I It RU 5994B OXV.: 127(155 NA\V 29) • NOIRE �u, TS Ts \ C I DEMOLITION NOTES o i o-N70STING FIRE HYDRANT TO BE RELOCATED BY SEPARATE PLAN �y c n o 2o-EI0STMIC CRAW LINK FENCE T(1 BE REMOVED Q5—EXISTING TRAFFIC SIGNAL TO BE RELOCATED BY SEPARATE PLAN 11 i __ CENTRAL AVENUE— rs o--0OSTNG HEADWALL TO BE REMOVED $ So-E09TNG DITCH TO BE REMOVED r 8 I + 102+00 103N•00 104t00 105+00 /06+00 107+00 108+00 6Q-0OS191G CONCRETE AND BASE TO BE REMOVED -- EX.R/W ��E_ 7—EXISTING MAILBOX TO BE REMOVED 3 g 9 12 EX /W —— o-06STNG POWER POLE TO BE RELOCATED BY SEPARATE PLAN 9 9 «•� � R=10' TYP T`S o-DO51RNG SIGN 1b BE RELOCATED BY SEPARATE PLAN t8 N43'4750.00•E - �s @--«SITNG WATER METER TO BE REMOVED s 9 sx " � ( ( )C—y�+ &� �k 11 SING ASPHALT AND BASE TO BE BELOVED 3 s 12 I �� // //,v+ 12 x I I I 12 9 rT°s t2 SING TS PULLBOX TO BE RELOCATED BY SEPARATE PUN 1k +/�' SEE NOTE/I(TYPICAL) I I s in ,] STING SIGN To BE REMOVED N \ I 4 `1A �� EX.R/W / IRb u STING WATER VALVE TO BE RELOCATED BY SEPARATE PLAN y 18 5 �� a�0.0$ / 2 /� is STING GAS METER TO BE REMOVED e 77nn ,�,� r I I D 5 I 1 I N + ryy'V�^? EX R/W j i Z X I "STING FO MH TO BE RELOCATED BY SEPARATE PLAN 'NJDIP�`'ti )> t7 STINVAC BERM TO BE REMOVED f S o ` E74 R/W CALIRANS R/YI "STING CURB k GUTTER TO BE REMOVED I fG P f I I °O I I -I o I I ' ITY SIGN O NOTE S1 v` / I `J I N i I NO CONSTRUCTION OR GRADING WTHIN 17 I I 8 �t^f0 I y /J /1 �0.0 9�0 ; I1 IN ruvx 10'OF TINE POLES MTHOUT SCE CLEARANCE s I R=10'(TIP) O ono 12IN TLACE HEADWAU / I 6 12 12 2 Z �I — ———————— ——————— — — — — — — — — - pppp W I j 10 MILL LINE(WATER METER) LEGEND: I ij 7a,'I I ABANDON IN PUCE ® CONCRETE REMOVAL AC ASPHALT CONCRETE $ ti N e ® ASPHALT REMOVAL EP EDGE OF PAVEMENT T 04AIN LINK FENCE EX EASTING •' �' I y 1 Gl EXISTING RIGHT-OF-WAY FO FINER OPTIC i c EXISTING EDGE OF PAVEMENT MH MANHOLE 1 2 I IL PROPERTY LINE R/W RIGHT-OF-WAY i X CHAIN LIW FENCE REMOVAL SO STORM MAIN I Q7.1 TMH TELEPHONE AWNq.E EX R/w I I z yti I 1S I O I ' `I r EXISTING CAL R/W I 9 O0, s 1yo nAqt I 275 I - I� �' I � 2 `I ,5 tr r W F I 14 EX PROPERTY UK2 � 2 07 I I C I z W I I ) .2•E - - - - - - - - - - I 1i III--------- �— Q N--- - ° IFr --- V an no f �s I I IS I I� I I 40 0 40 <E' scale , feet NN Lm*w .wb@n blow. Ci1SN �Ob OV 9/10//7 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE VWTH THE DAVID%ANi CENTRAL PLAZA CITY OF LAKE ELSINORE SHEET S a= APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE ArlsAiiOC1AT[i 1w0. LAWS AND A PERMIT MAY BE ISSUED. 4141 E.Iowd F�t1na.Sur 250 ESSNOu• PARCEL 1-e OF TPY 3725a .�} 3-po-L, pooh BENCH MARK: /.13-9W/LT arrw C.wom.91764 y a SCALE: CITY OF LAKE ELSWK 8M 16 7-k Phrr:909.4l1.5750 I=909.451.5757 � 8-95-Bx pYSLED SQUARE ON OF Zl a ... AS SHOWN ON PLANS HEADWALL APPROXIMATELY 45' SFNEE75 ^ SWLY ALA THE CENTERLINE OF DEMOLITION PLAN Y P R SUPERVISION OF: CIVIL DATE: COLLIER AVENUE AND 4W SWLY TO FlLE No. BRAD FAGRELL. R 43920 DATE ?� 1 THE SOUTHERLr END of HEADWALL CITY ENGINEER - — ELEV.: 1270.65(NAw 29) CITY Of LAKES ELSINORE 1, 3 E u f c CENTRAL AVENUE I —�-- — — ---- ------ ———— ———— ————————— -- - 1 t 1 � PAD 2 C ---, a FUTURE I « �. a C1 Lzm C/a 1214 dry i t W PAD 1 R t r+a un.,^ W I I FUTURE I ., Lp �, O a I I PAD 4 Z. cc Lin I i f -- — IL u1a u35x u3sj r m_ 37 RuaI I 1 r s 0 I L21a b � � •-- cs3 a� � � t I I I ,W. r 49 _ _ uu i I L235 W / CIS Cw'M.G� _ - U-4ds, 07 L223 -� I / CM W d0 L71 C7� __09 " _ /I { �`+ � � d'.� L273 qSt � �a d{2 d0.7 u C dM L. I ce f II 01 C2 UP c O L13 L77 daaO L70 drd l CS C3 d{ L73 p I 1 t 1 1 l97 LI01 CIA ds L74 d2 p2 LimfSL 7L7 1 t I � 16 !/ s 1. a I L243 EAS7RIG I � � ''• � 0 G J° ��d >` � �� .`� tR I4r u� � L162 L"0 i L,a, d21 t > ° . LWAll I r � �`° 70-- —��.----L110'' �� lb— -CP Gam— a'� I i � 3 .;a�•Y cn c7o _ � � ® L7 ue3 cm— L1a0 d10� I Ili 1 L1M 1197 CS6'� L1123= l2W d31 n 1` J L150 _ f' L170 Cp CU .^. d3lr L1 - R_ �_g d15 d24 1!a .L173 J = L1N d07 a29 - LIa6 L f :( CI16 pe J I dxas � J J 1 i L171 p�•C!i �a utl d{ Lill CS7 d37 d1 L17a d01• 12 d13 dIS Llr7 d19 d23 L1lE d� MATCHLINE - SEE SHEET 5 � I IIs a 0 30rnnn, 0 1 Knw��l1wl1lh�aAftA t - 30 bakw. cede I wb�1 mpN !�awY11 i MARK RENSIONS APPR. DATE / SHEET 4 DAVID NANi CENTRAL PLAZA CITY OF LAKE ELSINORE meAsiOCIATti we. c ao PARCEL t e OF TPY 372e4 aR I AGi-F3�licr 3-�-19 �utE.nt aCWWrrAm91siJY250 S �� o�, BENCH MARK: odrio caalanY.917ea SCALE: a ' Plow:ON./31.5750 Fa:a06.{at.5757 -'< n�i CRY OF LAKE ELSOM BY .. �o Ka aiNN"!e AS SHOWN ON PLANS OFOS-55: cwsLED SCUAAE ON OF ' a Y * 00130h8* aF NEAOMAU APMAMA7ELY ws' HORIZONTAL SHEETS SWLY ALONG THE CENTERLINE OF P - ND SUPERVISION OF: �jjf, lv \dtr DATE: n+E�n "Y Ho OF HEADWALL CONTROL PLAN FlLE N0. F* _ E ELEV.: 1270.68(NAND 29) I 1 I ' _.,. CENTRAL AVENUE 71 — 14344 `_ a — — — — — — — — - — ' 1 LI rr x PAD 2 asIle us ! I� ( PAD 1I I (O7. un, FUTURE I I +t i a, ,� PAD 4 I �' t l ! � I � x um r �- R u" �.. - f ! I Ltie 1. I I�1 t I L233 ? i f'; J --Lu-W — I i - p36rMlAS C7 Lm p)et I as ® La37 I }�ip ea 44 LMpet C1 2 c73 ' L70 l pp ..� W g / C14 L73 p1 p/It�L132 cm c22 L77 peCIS I a{ cN Le7 L2W pie C13 L74 a2 I�1 U33 fJ4 C21 L7e c2D I .57 y LZII ow I Jil l� '11 L_ I I pM v4. V u163 l NEl 7— t c7t�co o �L10 peg U12! I cu 1 I !+ I f t I (. as j 34 JJJfJfJfJ _ T p U70 $ �\1i.��U" �J CIO? Llet3 R i g cite Lm Me L124 LIN .' on L174 fJ1"W �pµ L114 CS7� —lie = CN Lt7e p„"l p13 (\ pte :( ' p23 uee p� r, I i '+ ( tis MATCHLINE - SEE SHEET 5 s 0 a rc a o' ti o 0 U FOR 1 REVISION ONLY: \1 i �OF R 4141 L EVANS h ASSOCIATES INC. O R {N1 VINO EIAE tL,Q SUIE 230 ONTAI .CA(ON)4 �i _ H� (101) 61-375050 • is e 4E 30 0 300 x a r./ CIVIL < IGew"an blow. �Q CALtF a,e PE ROE eewe •cd. 1'= 30' t••t iE WON"relewYm MARK REVISIONS EOW DATE APPR. DATE D"ID[VAN• CENTRAL PLAZA CITY OF LAKE ELSINORE SWEET 80 REVISED CURB INFORMATION,ADDED DRIVE THRU GNR 01 30 18 14eAiiOC1AT[�Na. QpffESSI0�,� t / / -1 1 4ut EOMrcCaYb i.ene4 zso � noa SCALE: p Y OF I-W MARK: tw PARCEL t-e OF TPM 372e4 �o A,*-5d1LT !sR 2-28!7 3,tr_I Ph 909.481.5750CaW Pu 90Y.4b1.s7s7 � e-Ylf-5& Tsum SWAM ON OF �� an <u p,.6994e H AS SHOWN ON PUNS PREP D UNDER THE SUPERVISION OF: • .oe/3o/te. a:HEADWALL APP'RENTO ELY 4s' HORIZONTAL SHEETS Eo SWLY ALONG 71E f1<711t%eE OF CIVIL f \< DATE: COLLIER AVENUE AND 45'SWLY TO CONTROL PLAN FILE No. �€ B CALF THE SOUTNF7e.Y Flo 2 NFADWALL c o' Etcv.: 1270.ee(NAw za) o I ' i I I i i i � MATCHLINE -SEE SHEET 4 ► n% Leto nM _CMI 1 L2a I MAJOR B MAJOR C MAJOR D / "El- _, ,►� MAJOR A n% r � I VA t ! 1sowI� II g LL I i; I s O �- i Ln5 n« I > 1 I 1} I Lim uw `n7. nn�Lm cm I ` n7y Cl73_1276.n74 n75 La¢n75 Cl, C170 i. ! r 1 ae nM n93 C197 nµ I I 1 + r g i Ui3 CIA TIP. nM3%ns� ua¢ na I Clio na nM.. n% I — — — — — — _ - - - - _ _ — — — — — — — — — — — — — — — — _� t-7_ _ � ld ml I al Q1 ' - S ' I 8 v W 30 0 30 0 ,•_ 30 Kam wYMti bNow. 'pa6 Cd8flb myw MARK REVISIONS APPR. DATE DAVID 9VANi CENTRAL PLAZA CITY OF LAKE ELSINORE SHEET S we ASSOCI ATti... E%i ,3-Z,o-�9 4141E.R6rd80 BWp,SWb250 ,t�9,�� Rop4 ,+ SCALE: BENCH MARK: PARCEL 1-8 OF 1P11 37254 a /dal' U/LT OnWb C.IMMri 9178 y4T` N CITY OF LAM ELS*M E ew 16 Plw.r:909.481.5750 Fa 900.461.5757 No.69946 AS SHOwN ON PLANSB-%5-5& CHMLM SWAM ON OSVFf WAHPPROAMAIELY 4.. HORIZONTAL OF 4 : /,or6• P P D E SUPERVISION OF: �7 CryAV ()ATE; COLLIER TAMMIEHERLY AND 4s'swLY TO CONTROL PLAN or CAL1f .; 127OLOS INAENDW 291EAD.W.L d� __1 I 1 ' I MATCHLINE - SEE SHEET 4 L2W } ar nr CIDD y.�'.'..�• _ f - ► I l L393 c47 , It _. ... I { �, i� � -iI /' 1.ti `,IIl�lII��F•, )I : ttt 1 I I) , MAJOR B MAJOR C MAJOR D EP � I MAJOR A cm 1 VA d ` � ,-tf�� +.IrT 1, 1 I � t i �t t� •` lit 1 Q Yp! IN I p, nE L� . - I � !`t . . .,t. (!1 Cn CIA I I It! (( �i CND Lno L170 C173 LDD CI7WWHH�Q CI7s� I.M CI71 ur I i�l t.i.tli_t r - i t t 1 _ C� I I € L20 CON C�CI1113 CI97 C194 40 CHO ,Yr L jp� 775 + �J , AV Ir ZX L313 CN7 CIDf LD7 ar CN4 1]r cm CIr A. I CIN CIr C7q _ II I L3, _ - - - -� - - - - L757- - -- - - - - } its;;,, t. Iri 8 8 I 0 I U U O FOR 1 REIISION ONLY: N Ewl DAWD EVANS t AS S INC. ROp 4141E F1PRE ILIA SD 210 QfGp CA wN j D17D4 _ • w (Dr)4M-37D0 /a �E CWII �* rWe � O 30 60 or a IIBBw wYBI'a bllOrY. �� GrEL_wq �7i vE IIN /I��1111OOrr CAILF DAIS DCWD 1•= 30' fwt i o Vi1Vn�lOy011 MARK REVISIONS EOW DATE APPR. DATE DAV1 [VAN! noEIS14CENTRAL PLAZA CITY OF LAKE ELSINORE SHEET SA ml A44sAi0OC1ATS:Iwo PARCEL 1-B OF 7PM 372S4REVISED CURB INFORMAIION,REVISED LANDSCAPE AREAS,REVISED MAJOR D LOADING AREA GNR 01/30/18 ,?-��.{ 4141 E MWIO EaM. BIM,Sulb 250BErICH MARK:O9.481 6750 FIwW. 909.7i4 SCALE: CITY OF LAKE ELSINORE SM 16 aA5-61JILT ag 2-28-19 R'�' 3-20-11 vna,.:Da.481.s7so F.ic aCB.4e1.57s7 AS SHOWN ON PLANS B-Ds-3& cNam SQUARE oN OF PREPARED UNDER THE SUPERNSI�1 oF: of HEADWALL APPRQIWA7ELr,s• HORIZONTALS E THE UTHE IIIE CE OF HE E.D CIF �� O DATE: l,;,� SNE LA}LY T CONTROL PLAN FILE No. =o EZ ��3�� ELEV.: 127QDB(HAW 2D) eg ��RR(�(�66 Nl1}F c J u LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE / LENGTH BEARING LINE / LENGTH BEARING LINE / LENGTH BEARING UNE / LENGTH BEARING LINE LENGTH BEARING LINE / LENGTH BEARING UNE / LENGTH BEARING LINE / LENGTH BEARING LINE / LENGTH BEARING UNE / LENGTH BEARING LINE ,I LENGTH BEARING LINE / LENGTH BEARING L1 6.00 S88'42'50'W L21 6.00 S88'450'11i L41 6.00 S88'42'50'W L61 6.00 S88.4Y50'W IN 0.99 1,143-450'E L125 14.00 N43'42 500E Li 46 13.36 N461710'W LI74 17.00 S43042'50'W L202 110.85 S461710'E L234 2.00 N4617IVW L278 13.00 N4617.48-W L311 14.00 S461710'E L2 6.00 N011710'W L22 6.00 N01171'W L42 6.D0 N011710'W L62 6.00 N011710'W IN 28.18 NW36-49-W L126 9.00 S461710'E L149 13.00 S461710'E L175 3.00 S461710'E L205 6.96 N461Y10'W L235 26.00 N4342'50'E L279 81.00 N43'42'12'E L313 13.69 54342'12 W L3 6.00 N88'42'50'E L23 6.00 S0117'1 E L43 6.00 S011710'E L63 6.00 S01171O'E L89 A39 N4617'10'W L127 12-99 S43'42'50'W L150 45.00 S43'4Y5O'W L176 17.74 N4617W'10' L207 13.01 S43'42'50'W L236 2.00 S461710'E L280 13.00 S461748E L314 26.00 S461748'E L4 6.00 SD11710'E L24 6.00 N88'42' L44 6.00 N88'42'501 L64 6.00 N88.42'50'E L90 15.00 S43'42'50'W LI28 15.50 S4617'10'E L151 13.04 N461710'W L178 1&00 N43.42'50'E L208 126.01 N461710'W L237 27.00 N4342'50'E L252 13.52 N4342'12'E L315 32.00 N461748'W L5 6.00 S88'42'50'110 L25 6.00 S88'4Y W L45 6.00 S88'4Y50'W L65 6.00 S88'42'50'W L92 10.48 N43'42'45E L129 5.50 N4342'50'E L155 71.00 N4617'10'W L179 12.00 N461Y2O'W L209 13.00 N43'42'50'E L238 13.00 S461710'E L285 1.73 S43'42'12'W L318 26.00 S461748'E L6 6.00 N0117'10'W L26 6.00 N01171 W L46 6.00 N0117'10'W L66 6.00 N011710'a' L93 3.80 S43'42'50'W L130 5.50 S4Y42'50'W L157 13.00 S4342'50'W L180 5.00 S43'42'50'W L214 13.00 S43-42-50OW 1240 10.99 N43-4Y50'E L286 1.70 N43-42-12-E L321 32.00 N461748'W' L7 6.00 S0117'1O'E L27 6.00 S01171 'E L47 6.00 S011710'E L67 6.00 50117100E L94 162.22 N5020'1TW L131 12.50 S461710'E L158 63.00 N461710'W L181 9.00 S4617100E L215 27.00 S461710'E L241 64.28 S4616'13'E L290 14.58 S43'42'12'W L323 6.00 S88'42'50'W L8 6.00 N88'42'50'E L28 6.00 N88'42'50'E L48 6.00 N88'42'50'E L68 6.00 N88'42'50'E L95 33.40 S0936'49'E L132 26.00 S4342'50'W L159 14.00 N43'42'50'E L182 16.00 S43'42'50'W L216 200 S43'42'50'W L242 100 S391743E L292 12.92 N461710'W L324 6.00 N011710W L9 6.00 S88'42'50'W L29 6.00 S88'42'5VW L49 5.00 S88'42'50'W L69 26.00 S43-42.50-W L97 16.15 r L133 3200 N43'4Y5O'E L162 3200 N43'42'50'E L183 1.00 S43'42'50'W L217 26.00 S4617'10'E L243 16.00 N50'42'17 E L293 36.00 S43'42'12'W L325 6.00 S011710'E C5 L10 6.00 N011710'W L30 6.00 NO117'1'W L50 5.00 ND117'10'W L70 3200 N4342'50'E L98 1&00 L134 14.00 N461710'W U63 26.00 S43'42'50'W L184 11.46 S461710'E L218 2.00 N4Y42'50'E L245 126.00 S391743'E L294 33.00 S461710'E L326 6.00 N88'42'50'E ! L11 6.00 S0117'10'E L31 6.00 S0117 0'E L51 6.00 S011710'E L71 26.00 S4342'50'W L99 13.00 L135 36.00 N43'4Y50'E L164 32.00 N43-42'50'E L185 7.00 N461710'W L219 1&00 S461710'E 1257 461.84 S43'42'12'W L296 18.18 S43'42'1YW L327 6.33 S88'4Y50'W ! Z L12 6.00 N88'42'50'E L32 6.00 N88'42' 'E L52 6.00 N88'42'50'E L72 32.00 N43'4Y50'E L101 7.00 Ll36 200 N4a1710W L165 26.00 S43'42'50'W L186 3200 N4342'50'E L221 13.00 N43'42'50'E L258 79.12 N3346'21'E L297 67.70 S52'41'14'W L328 6.33 N011710W �' L13 6.00 S88'42'50'W L33 6.00 S88'4Y 'W L53 6.00 S88'42'50'W L73 26.00 S43'42'50'W L109 153DO L137 26.00 N43'42'50'E L166 13.46 S461710'E L187 26.00 S43'42'50'W L222 81.00 S461710'E L260 344.32 N43'42'50'E L298 43.94 N52'41'14'E L329 6.00 S011710'E L14 6.00 N011Y10'W L34 6.00 NO117 'W L54 6.00 N0117'10'W L74 32.00 N4342'50'E 1,110 200 N4Y42'50'E L138 2.00 S461710'E L167 6.00 S43'42'50'W L188 1256 S43-42-50-W L223 14.00 S43.42'50'W L263 1257 S49'42'50'W L300 2.09 S4617'48'E L330 633 N88'42*50'E L15 6.00 S0117'1 O'E L35 6.00 S011710'E L55 6.00 S011710'E L77 26.00 S43'42'50'W L111 25.99 S4616'42'E L139 9.00 N43'42'50'E L168 10.00 N461710'W RL198201.77 24 N43'42'S0'E L224 14.00 H4342'50'E 1265 13.02 N4556'47 E L302 27.12 543'4212W L331 13.00 55o'4Prw L16 6.00 N88'42'50'E L36 6.00 N88'42'50'E L56 6.00 N88'42'50'E L78 3200 N43'42'50'E L112 15.00 S43'4Y5O'W L140 15.20 N461710'W L169 25.00 N43'42'50'E 00 N461710'W L225 31.02 S43'42'50'W L267 3.30 S4424'08'E L304 2.10 N461710'W L33.3 2.47 53917430E L17 6.00 S88'42'50'W L37 6.00 S88'42'50'W L57 6.00 S88'42'50'W L81 4.24 S46D712'E L113 &01 S4618'41'E L141 4.38 S7610'29'E L170 25.00 N43'4Y5O'E 50 N4342'50'E L227 6.05 S011710'E L269 1&62 S4Y42'12'W L305 2.10 S461710'E L335 1298 N5014'34'E L18 6.00 N011710'W L38 6.00 N0117'10'W L58 6.00 N0117'10'W L83 15.00 N461710'W L114 1.64 H43'4250E L142 14.26 N4342'50'E L171 6.00 S461710'E 22 S391743E L229 3.00 S4617'10'E 1272 39.45 N461710'W L307 3.00 S4342'12'W L337 80.30 S4424'08'E L19 6.00 S011710'E L39 6.00 S011710'E L59 6.00 S0117'1 O'E L84 6200 N43'42'50'E L115 20.67 N461710'W L143 69.41 N5020'02'W L172 6.00 N4617'10'W N461710'W L232 12.79 N461710'W L273 1.77 S43'42'12'W L3D9 14.00 N4617'10'W L338 13.00 S4535'52'W 6.00 NW42-50-E L40 6.00 N88'42'S0'E L60 6.00 N88'42S0E L87 15.00 54617100E L124 1.27 546160480E L144 55.67 N33'46'21 E L173 24.92 N43'42'50'E 47 S461110-E L233 18.00 N43'42'50'E L276 13.49 N43-42-12-E L310 36.00 S43-42-12-W L340 14.36 S4424'O8'E CURVE TABLE CURVE TABLE CURVE TABLE CURVE TABLE CURVE TABLE CURVE TABLE CURVE TABLE CURVE / LENGTH RADIUS DELTA TANGENT CURVE / LENGTH RADIUS DELTA TANGENT CURVE / LENGTH RADIUS DELTA TANGENT CURVE / LENGTH RADIUS DELTA TANGENT CURVE / LENGTH RADIUS DELTA TANGENT CURVE / LENGTH RADIUS DELTA TANGENT CURVE # LENGTH RADIUS DELTA TANGENT C2 7.85' 5.00' 90DO'00' 5.00' C43 4.71 3.00' 90'00'00' 3.00' C72 4.71' 3.00' 90D0'00' 3.00' C94 3.14' 2.00' 90D0'00' 2.00' C134 11.67' 20.00' 3325'27' 6.00' C170 9.23' 6.00' 88U6'19" 5.80' C191 3.14' 2.00' 90D0'00' 200' C3 3.14' 200' 90100'00' 2.00' C48 5.58' 6.00' 5319*39' 3.01' C73 3.14' 200' 90D0'00' 200' C95 15.60' 10.00' 8921'23' 9.89' C135 2.56' 1.00' 14634'33' 3.33' C171 15.71' 10.00' 90'00'38' 10.DO' C193 3.14' ZOO' 90100'00' 2.00' C5 114' 2.00' 90'00'00' 2.00' C49 6.63' 3.00' 126'40'21' 5.97' C74 7.85' 5.00' 90'00'00' 5.00' C96 7.76' 5.00' 8853'55' 4.90' C136 29.99' 20.00' 8554'14' 1&62' C172 2.29' 1.00' 131D413' 220' C194 7.85' 5.00' 90'00'00' 5.00' 06 7.85' 5.00' 9OD0'00' 5.00' C50 4.71' 3.00' 9000'00' 3.00' C75 3.14' 2.00' " 90D0'00' 200' C97 3.14' 2.00' 90D0'00' 200' Ci37 9.85' 6.DO' 94D5'46' 6.45' C173 5.12' 6.00' 4855'37' 27S C195 7AV 5.00' 90DO'00' 5.00' C7 7.85' 5.00' 90'00'00' 5.00' C51 9.42' 6.00' 9000'00' 6.00' C76 3.14' 200' 90D0'00' 2.00' C99 7.82' 5.00' 8933'57' 4.96' Cl38 4.71' 3.00' 90D0'00' 3.00' C174 4.74' 2.94' 9210'17' 3.06' C196 3.14' 2.00' 90D0'DO' 2.00' ! co 3.14' 2.00' 90'00'00' 2.00' C55 4.71' 3.00' 90'00'00' 3.00' C77 3.14' 2.00' 90D0'00' 2.00' C1O1 3.14' 200' 90D0'00' 2.00' C139 4.71' 3.00' 90D0'00' 3.00' C175 4.71' 3.00' 90'00'DO' 3.00' C197 3.14' 2.00' 90D0'00' 2.00' i C9 3.14' 2.00' 9000'00' 2.00' C56 9.42' 6.00' 90'00'00' 6.00' C78 7.85' 5.00' W-00'00' 5.00' C103 3.14' 2.00' 90,00,00, ZOO' C140 9.47' 9.50' 57'0504' 5.17 C176 4.99' 6.00' 4T40'09' 265' C190 4.71' 3.00' 90D0'00' 3.00' Y C CIO 7.85' 5.00' 90D0'00' 5.00' C57 10.29' 20.00' 2928'42' 5.26' C79 4.71' 3.00' 90D0'00' 3.00' C107 318' 200' 91D6'04' 2.04' C145 4.71' 3.00' 9ODO'OO' 3.00' Cl77 2.31' 1.DO' 13219'51' 226' C199 4.73' 3.00' 9020'25' 3.02' C11 7.85' 5.00' 90,00,00, 5.00' C58 2.11' 2.00' 6031'18' 1.17' C80 7.85' 5.00' 90'00'00' 5.00' C108 4.71' 100' 90D0'00' 3.DO' C151 7.95' 5.00' 91D6'04' 5.10' C178 2.31' 1.00' 132D8'10' 2.25' C200 171.70' 2007.00' 454'06' 85.90' C12 3.14' 2.00' 90D0'00' 2.00' C61 1.57' 1.00' 8959'38' 1.00' C81 3.14' 200' 90D0'00' 200' C110 3.14' 200' 90D0'00' 2.DO' C153 3.1C 2.00' 88S3'56' 1.96' C179 5.01' 6.00' 4751'50' 2.66' C201 4.71' 3.00' 9000'00' 3.00' C13 3.14' 2.DO' 90D0'00' 2.00' 062 1.57' 1.00' 90'00'00* 1.00' CO2 1.57 1.00' 90D0'00' 1.00' C112 4.19' 200' 12000'00' 3.46' C155 15.71' 20.00' 45D0W &28' C180 4.71' 3.00' 90DO'38' 3.00' C14 7.86 5.00' 90D0'00' 5.00' 063 7.85' 5.00' 90D0'DO' 5.00' 083 3.14' 200' 90DO'00' 2.00' C113 6.28' 6.00' 6000'00' 3.46' C156 4.71' 3.00' 90'00`00' 3.00' C181 9.42' 6.00' 89'S9'22' 6.OV C19 7.85' 5.00' 90'00'00' 5.00' C64 3.14' 2.00' 90D0'00' 200' C84 7.85' 5.00' 90D0'00' 5.00' C115 7.85' 5.00' 90D0'00' 5.00' C162 8.74' 7.00' 7131'50' 5.04' C182 11.31' &00' 81D0'58' 6.83' C20 3.14' 2.00' 90D0'00' 2.00' C65 1.56' 3.00' 2953'19' 0.80' C85 7.85' 5.00' 9OD0'00' 5.00' C116 3.14' 2.00' 9000'00' 2.00' C163 5.68' 3.00' 10828'10' 4.16' C193 12.5Y &00' 90100'00' &00' C21 3.14' 2.00' 90D0'00' 2.00' 066 3.15 3.00' 60D6'41' 1.74' C86 4.19' 2.00' 120WW 3.46' C118 3.14' 200' 9DD0'OO' 200' C164 4.71' 3.00' 90W'04' 3.DO' C184 3.14' 2.DO' 90D0'38' 200' C22 7.85 5.00' 90D0'00' 5.00' C67 13.97 10.00' 80D3'31' 8.40' C87 6.28' 6.00' 60D0'00' 146' C119 7.85' 5.00' 901DO'00' 5.00' C165 &68' 50.00' 956'29' 4.35' CI85 3.14' 2.00' 8959'22' 2-OW C33 4.71' 3.00' 90WOV 3.00' C68 7.60' 5.00' 87D530' 4.75' Cm &42' 6.00' 8024'21' 5.07 C121 14.49' 10.00' 83DO'33' &85' C166 37.54' 2&00' 76'48'48' 22.20' C186 3.14' 200' 90D038' 2.00' C39 4.71' 3.00' 90D0'00' 3.00' C69 4.86 3.00 9254'30' 3.16' C89 3.14' 2OV 90*00'00* 200' C123 5.05' 6.00' 4811'23' 2.68' C167 3.81' 200' 10913'13' 281' C187 3.14' 200' 8959'22' 2.00' C41 5.58' 6.00' 5319'39' 3.01' C70 4.44 3.00 84'S042 2.74' C91 7.85' 5.00' 90D0'OO' 5.00' C124 6.90' 3.00' 131'48'37' 6.71' C168 10.05' 2069.00' 4D7'01' 7256' C188 7.115' 5.00' 9000'00" 5.00' C41 3.84' 6.00' 36'40'21' 1.99' C71 10.3Y 7.00 84'S042 6.40' C92 3.14' 200' 901DO'00' 200' C128 5.08' 3.00' 9659'27' 3.39' C169 4.69' 3.00' 8939'06' 298' C190 7.85' 5.00' 90D0'00' 5.00' $ s g � J 4 Z m • w& <E Kmw wha11t bekw. 0d811Ya1wYndsf MARK REVISIONS APPR. DATE DAVID EVAN: ESSia CENTRAL PLAZA CITY OF LAKE ELSINORE SHEET _ A�i-bU/LT 3-2n-19 141wAiiOCIATEs Iwo. • g ry 4141 E.kYanE Engn BNd,S.Y.250 �� a0e�� SCALE: BENCH MARK: PARCEL 1-8 OF 7Pw 37284 �� Onto CaYlo 91764 CITY OF LAKE ELSINORE OW 16 Ph-:909.481.5750 Fax:909.481.5757 ti n 8-95-� pMSID SOLIARE ON .. N. e9948 2 AS SHOWN ON PLANS OF a Y * /�/te* OF HEADWALL APPROMMATELY 45' HORIZONTAL � � `� \� SwLY ALONG THE CEN70WW OF P UND E SUPERVISION OF: CIVR DATE: COLLIER AYEMX AND 45'SwLY To FXX No. 2 Cr�1 THE SOIJW 1LY END OF HEADWALL CONTROL PLAN i ELEV.: 127aee(NAw 29) ,-O aal LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE ) TABLE ABLE 1 LINE / LENGTH BEARING LINE / LENGTH BEARING LINE LENGTH BEARING LINE / LENGTH BEARING LINE / LENGTH BEARING LINE / LENGTH BEARING LINE / LENGTH BEARING LINE / LENGTH BEARING LINE / LENGTH BEARING LINE / LENGTH BEARING LINE LENGTH BEARING !\� UNE / LENGTH BEARING L1 6.00 S88'42'50'W L23 6.00 S0117.10-E L45 6.00 S88'42'50"W L67 6.00 SD11710'E L98 1&00 N461710"W L136 2.00 N461710"W L165 26.00 S4T4V50'W L1B8 12.56 S4T42'50-W L224 14.00 N4T4Y50"E 9 13.62 'Yt 1 L309 14.00 N461710'W L341 0.97 N461710"W L2 6.00 N011710"W L24 6.00 N88'42'50'E L46 6.00 N011710"W L68 6.00 N88'42'50"E L99 13.00 N4T42'50'E L137 26.00 N4T42 WE L166 13.46 S461710'E L189 12.24 N4T42'50'E L225 31.02 S43'42'50"W' L272 22.35 NSB28'S7"W / L310 36.00 S43'42'12"W' ( L342 6.00 N8610'21"W L3 6.00 N88'4Y50"E L25 6.00 SW4Z50'W L47 6.00 SO11710'E L69 26.00 S43'42'50'W L101 7.00 N4617'10"W L138 200 S461710'E L167 6.00 S4342'50'W L190 54.00 N4617101Y L227 6.08 S0117'10'E 1 L273 1. S43-4 12 L311 14.00 S461710'E (>>> L Sg,3p N481710"W L4 6.00 SDI1710'E L25 6.00 N011710"W L48 6.00 N88'42'50"E L70 3200 N43'42'S0'E L109 15100 S461710"E L139 9.00 N4342'50'E L169 10.00 N461710"W L191 15.50 N4T42'50'E L229 3.00 54617'10"E L276 13.49 N4T42'1YE L313 1169 S4T42'12'W / L344 91.23 N43'4Y50'E L5 6.00 5884Y50"W L27 6.00 5011710"E L49 6.00 58842'S0'W L71 26.00 S43-42.50'W L110 100 N4Y4Y50"E L140 15.20 N461710'W L169 25.00 N43'42'S0"E L192 49.22 S391743E L232 1279 N4617'10'W L278 1100 46 7 L314 26.00 S461748'E (\j Lys 4.24 5461710'E LB 5.00 ND11710"W L28 6.00 N88'42'50"E L50 6.00 N0117'10"W L72 3200 N43'4Y50"E L111 25.99 S4618'42"E L141 4.38 S7610'29'E L770 25.00 N4T42'5D'E L198 201.77 N461710"W L233 1&00 N4342'50'E L279 72.00 N43'4Y12'E L315 3200 N461748"W LW 6.47 N8610'21'W L7 6.00 S011710'E L29 6.00 S88'4Y50'W L51 6.00 SDI7710'E L73 26.00 S43'4250"W L112 15.00 S4342'50'W L 42 14. 'E L171 6.00 S461710'E Li99 33.47 5461710'E L234 200 N46'IrIO'W 1 13.00 1 L318 26.00 5461740E L347 5&30 N46171U"W L8 6.00 N88'42'50'E L30 6.00 ND11710'W L52 6.DO N88'42'50'E L74 32.00 N4T4Y50"E L113 &01 S4618'41"E L143 50.31 N5020'02"W L172 6.00 N461710'W L202 245.24 S461710E L235 26.00 N43'4Y50't L282 13.57 N43'42'12"E L321 32.00 N461748"W L348 85.96 N43'42'50"E L9 6.00 S88'42'50'W L31 6.00 S0117'10"E L53 6.00 S88'4V50'W L77 26.00 S43'42'50'W L114 1.64 N434Y50'E L144 55.67 N331621 L173 24.92 N4T42'50'E 1 1 L236 2.00 S461Y10'E 1 L285 1.7 54T4 12 L323 6.00 S86'42'50'W L349 16.39 N43'475O'E L10 6.00 N011710"W L32 6.00 N88'4V5O"E L54 6.00 N011710'W L78 3200 MY42'50"E L115 20.67 N461710-W L145 3.00 S43'4Y72'W L174 17.00 S43'4Y50"W L206 157 N4253'40"E L237 27.00 Na42'50'E Lm 1.70 N4T42'12'E L324 6.00 N011710'W' L350 19.73 N4617'1YW L11 6.00 5011710"E L33 6.00 S88'4Y50"W L55 6.00 5011710"E L83 15.00 N4617101Y L124 1.27 S4616'48'E L146 13.36 N461710W L175 3.00 S461710'E 1 L207 13.01 S43'4 50'W L238 1100 5481710'E L290 14.58 543'42'12W L325 6.00 5011710E / L351 3.04 N4T42'28'E L12 6.00 N88'42'50"E L34 6.00 N01'7710"W L56 6.00 NW42.50-E L84 62.00 N43'42'50'E L125 14.00 N43'42'S0"E L148 35.43 N4617'10'W L176 17.74 N461710"W L208 126.DI N461710"W L240 10.99 WOVE L292 1292 N461710'W L326 6.00 N88'42'50"E `/ L352 33.10 N461702"W L13 6.00 SW42-50-W L35 6.00 S0117-10-E L57 6.00 SBB'42'S0'W L87 15.00 54617'10'E L126 9.00 5461710"E L149 1100 S461710E L178 1&00 N4342'50"E L2D9 13.DO N4342'50'E L241 64.28 S4616'13"E L293 36.00 S43'42'12"W L327 6.33 S88'42'50'W L14 6.00 N011710"W L36 6.00 N88'42'50"E L58 6.00 N0117'10'W LOB 0.99 N4T42'S0'E L127 12.99 S4Y4Y5O'W L150 45.00 S43'4Y50'W L179 1100 N46172O'W L214 13.00 S4T42'50"W L242 100 S391743"E L294 3100 S461710'E L320 6.33 N011710"W L15 6.00 SDI7710'E L37 6.00 S88'42'50"W L59 6.00 SD11710'E LBO 2&18 N0936'49'W L728 15.50 S461710'E L151 1104 N461710'W L780 5.00 S4T42'50"W L215 27.00 S461710'E L243 16.00 N50'42'17'E L296 1&18 S43'42'12W L329 6.00 SDI17'10"E L16 6.00 NB8'42'50"E L38 6.00 N011710"W L60 6.00 rNonliow Lag 1&39 N4617'10"W L129 S50 N43Y2'50"E L755 71.00 N461710'W L181 9.D0 S4617'10"E L216 200 S4Y42'50"W L245 126.DO S391743"E L297 67.70 S52'41'14W L330 6.33 N88'42'50'E L17 6.00 S88'42'50'W L39 6.DO S011710"E L61 6.D0 L90 15.00 S4T42'50'W L130 5.50 543'4V50W L157 1100 S4T42'50'W L182 16.00 S43'4Y50'W L217 26.00 S461710'E L257 430.60 S4342'12'W L298 4194 N52'41'14'E L331 13.00 S50'4217W L18 6.00 N011710"W L40 6.00 N88'42V"E L62 6.00 L92 10.48 N43'42'45E LIM 1250 S4611101= L158 6&00 N4617'10'W LI93 1.00 S43'42'501W L218 2.00 N4T475O'E L258 79.12 N33'46'21'E L30D 109 S461748'E L333 2.47 S391743"E L19 6.00 SDI1710'E L41 6.00 S88'4250'W L63 6.00 1 L93 3.80 S43'42'50"W L132 26.00 S4Y4Y50"W L159 14.00 N434r50"E L194 11.46 S461710E L219 1&00 S461710"E L260 344.32 N4T42'50"E L302 27.12 S43'42'1YW L335 1298 N5014'34'E L20 6.00 N88'42'50"E L42 6.00 N011710'W L64 6.00 L94 7.92 N4251'03'W L133 3100 N4T42'50'E L162 32.00 N43'4Y50'E L185 7.00 N4617'10'W L221 13.00 N43'42'50'E L263 1257 S49'42'50'W L304 2/0 N461710'W L337 80.30 S4424'O8'E L21 6.00 SBB'4Y5O'W L43 6.00 S011710"E L65 6.00 L95 33.40 SD936'49'E L134 14.00 N461710'W L163 26.00 S43'42'50'W L186 32.00 N4T42'50'E L222 81.00 S4617'10"E L265 13.02 N4556'47E L305 110 S461710'E L338 13.00 S4535'52"W L22 6.00 N011710'W L44 6.00 N88'42'S0'E L66 6.00 N011710"W L97 16.15 N4T42'50"E L135 36.00 N4Y42'50"E L184 3200 N43'42'50'E L187 26.00 S43'42'50'W L223 14.00 S43-42.50-W L267 3.30 S4424'OB'E L307 3.00 S43'42'12'W L340 14.36 54424'OB'E CURVE TABLE CURVE TABLE CURVE TABLE CURVE TABLE CURVE TABLE CURVE TABLE CURVE TABLE CURVE / LENGTH RADIUS DELTA TANGENT CURVE / LENGTH RADIUS DELTA TANGENT CURVE / LENGTH RADIUS DELTA TANGENT CURVE / LENGTH RADIUS DELTA TANGENT CURVE / LENGTH RADIUS DELTA TANGENT CURE / LENGTH RADIUS DELTA TANGENT CURVE / LENGTH RADIUS DELTA TANGENT C2 7.95' 5.00' 90D000' 5.00' C50 4.71' 3.00' 90D0'00" 3.00' C78 7.85' &00, 90WOO' 5.00' C108 4.71' 3.00' 90D0'00" 3.00' C156 4.71' 100' 90'WDO" 100' C184 3.14' 2.00' 90'00'38' 200' / C2D9 31.42' 20.00' 90'DO'00' 20.00' 1 C3 3.14' 200' 90D0'00' 2.00' C51 9.42' 6.00' 90DO'00' 6.00' C79 4.71' 100' 90D0'00" 100' CI10 3.14' 200' 90UC00' 200' C162 &74' 7.00' 7131'50" 5.04' C185 114' 100' 8959'22' 200' C210 4.84' &00' 3439'00" 2.50' C5 3.14' 200' 90WOW 2.00' C55 4.71' 3.00' 90100'00' 3.D0' I C80 7.85' 5.00 90D0'00' 5.00' C112 4.19' 2.00' 12D'WOO" 3.46' C163 &68' 3.00' 1082810' 4.16' C186 3.14' 200' 90D0'38" 2.D0' C211 4.97' 200' 14216*01" 5.65' C6 7.85' 5.00' 90D0'0O" 5.00 C56 9.42' 6.00' 90WOO" 6.DO' C81 114' 200' 90D0'00' 200' CI13 6.2V 6.00' 60DO'00' 3.4V C164 4.71' &00' 90'00'04' 100' C187 3.14' 200' 8959'2Y 200' ` C212 1.52' 1.03' 9436'59" 0.94' C7 7.85' 5.00' 90D0'00' 5.00' C57 10.29' 20.00' 292642' 5.26, C82 1.57' 1.00' 90D0'OO' 1.00' CI15 7.86 5.00' 90D0'00' 5.00' C165 &68' 50.00' 956'29" 4.35' C168 7.85' 5.00 90D000' 5.00' CB 3.14' 2.00' 90WOV 200' C58 211' ZOO' 603118" 1.17 C83 3.14' 200' 90D0'00" 200, C116 114' 200' 90DO'00" 200' C166 37.5V 2&00' 7648'48" 2220' C190 7.85' 5.00' 90'00'00" 5.00' C9 3.14' 200' 90D0'00' 200' C61 1.57 1.00 8959'38' 1.00' C84 7.85' 5.00' 90D0'00" 5.00 C118 114' 200' 90DOb0" 2.00' C167 181' 2.00' 1D913'13" 281' C191 114' 2.00' 90WOO' 200 CIO 7.85' 5.00' 90D0'00" 5.00' C62 1.57 1.00' 90D0'00" 1.00' C85 7.85' 5.00, 9000'00" 5.00' C119 7.85' 5.00, 90D000" 5.00' C168 145.05' 2069.00' 4DI'01' 72.56' C193 3.14' 2.00' WWOO' 2.00' C11 7.85' 5.00' 90D0'00' 5.00' C63 7.85' 5.00' 90D0'00' 5.00' C86 4.19' 200' 12OWOO* 146, C121 14.49' 10.00' 83D0'33' &85 C169 4.69' 100' 8939'06" 2.98' C194 7.85' &DO' 90ww 5.00, C12 114' 2.00' 90D000" 2.00' C64 3.14' 200' 90D0'00" ZOO' C87 6.26' 6.00' 60D0'00" 146' C123 &05' 6.00' 4811'23' 76V 1 C170 9.23' 6.00' wu'19" 5.80' C195 7.85' 5.00' 9000'OO" 5.00' C13 114' 200' 90D0'00" 2.00' C65 1.56' 3.00' 295V19' 0.80' CBS 8.42' 6.00 8024'21" 5.07 C124 6.90' 100' 131'48'37' 6.71' C171 1158' 10.00' 7T49'38' &07 C196 114' 2.00' 9OWOO* 200' C14 7.85' 5,00' 90D0'00' 5.00' C66 115' 3.00' 60D6'41' 1.74' C89 114' 200' 90D0'00' 2D0' C128 5.08' 100' 9659'27' 3.39' C172 2.29' 1.00' 131D4'23' 220' C197 114' 200' 9OwOO* 200 t C19 7.85' S.00' 90D0'00" 5.00' C67 1197' 10.00' 9OD3'31' &4V C91 7.85' 5.00' 90D0'00" 5.00' C134 11.67 20.00' 3325'27' 6.00' C173 5.12' 6.00' 4855'37' 27S C198 4.71' 3.00' 9OWDO' 100' C20 114' 2.00' 90WOV 2.00' C68 7.60' 5.00' STOV30" 4.75' C92 114' 200' 9DD0'00' 200 1 C135 256' 1.00' 14634'33- 3.33' 1 C174 4.74' 294' 9210' 3.06' C199 43S 3.00' 9020'25' 3.02' C21 3.14' 2.00' 9OWOO" 200' C69 4.86' 100' 9254'30" 3.16' C94 3.14' 200" 90D0'00" 200' C136 31.42' 20.00 90D000" 20.00' C175 4.66' 100' 89D3'56' 295' C200 171.70' 2007.00' 4506" 85.90' C22 7.85' 5.00' 90D0'00" 5.00' C70 4.44' 3.00' 8450'42' 2.74' C95 15.60' 10.00' 8921'23" 9.89' C137 9.85' 6.00' 94D5'46" 6.45' C176 5,05' 6.00' 4813'29" 2.69 C201 4.71' 100' 90D0'00' 3.00 C33 4,71' 3.00' 90100'00' 3.00' C71 10.37 7.00' 8450'42' 6.40' C96 7.76' 5.W 8853'55" 4.90 CI38 4.71' 100' 90W'00' 3.00' C177 2.30' 1.00' 131'46'31" 2.23' C202 4.18' 6.00' 1 3953'11' 218' g C39 4.71' 3.00' 90D0'00' 3.00' C72 4.71' 3.00, 90D0'00' 100' C97 114' 2.W 9DD0'00" 200' C178 231' 1.00' 132D8'10" 225' C203 2228' 32.00' J95T71" 11.61' o C41 5.50' 8.00' 5319'39' 3.01' C73 114' 200' 90D0'00" 200' C98 1.57' 1.00' 90D0'38" 1.00' C740 19,91' 200.00' 5*42'16' 9.96' C179 5.01' 6.00' 4751'50' 2.66' C204 50.27' 3200' 9OWOO` 3200' g i C41 3.84' 6.00' 36'4021" 1.99' C74 7.85' 5.00' 90D0'00" 5.00' C99 7.82' 5.00' 893T57' 4.95' Cl 45 4.71' 3.00' ww'00 100' C180 4.71' 3,00' 9DD0'38' 3.00, C205 31.42' 20.00' 90D0'DO' 20.00' g i C43 4.71' 3.D0' 90D0'DO' 3.00' C75 3.14' 2OT 90D0'00" 200' CI01 3.14' 200' 90D0'00" 2-W C151 7.95' 5.00' 91D6'04 5.10' C181 9.42' 6.00' 895912- 6.W C206 1.57 1.DO' 90D0'00 1.00' C76 114' 2.00' 90D0'00" 2.00' C103 3.14' 200' 9000OW 200' C153 3.10' 200' 8853'56- 1.96' C182 11.31' &00' 81D0'58''-]6.83' C207 5.25' 6.00' 5006'49' 2-81' o C48 5.58' 6.00' 5319'39' 3.01' � \ C49 6.63' 3.00' 126'40'21' 5.97 C77 114' 200' 90-00'00` 200' C107 3.18' 200" 91D6'04" 204' C155 15.71' 20.06 45D0'00' &2V C1B3 12.57 &00' 90D0'DO" &00' C208 13.92' 20.00' 3953'11' 7.26' i FOR 1 REMSION ONLY: O a ESSt DAM EVANS&ASSOCIATES INC. \, R 4141 E KAG WNE 6LIA 911E 250• (WINK CA E9 o ti (106)/61-STJO i°' L M1816 WMefti bebw. sf C '2 a CAL\F6� c�aEL 6a ew4e . u1EAlm, F %En Cd9Hb myndl s s� MARK REVISIONS EOW DATE APPR. DATE CENTRALrA\NMX CITY OF LAKE ELSINORE DAVID tVANi o AwAiiOCIATES imam {EsS/py� SHEET gA 1 REVISED CURB INFORMATION GNR Ot/30/18 .�i4 4141E.W"ndE.pk.BW,Su6.250 \�,� ROO ARK: PARCEL 1-8 OF TPM 37254 io t Ah-ySuILT 6� 2-ZB-/% orerio C&W i.9 764 ='< m SCALE: E15110RE SM 'I 6 n`o 3-2b-PA PMne:909.481.5750 F-909.481.5757 MED MUME ON TOP PREPARED NDER THE PERVISION OF: fug 0G 330 1e*9949 AS SHOWN ON PLANS APPROXNATELY 45' HORIZONTAL OF SHEETS E a T1E CENTERUNE OF CIVIL ,air DATE: MD 45'SWLY TO CONTROLPLAN � NamCAL\E LY END OF HEADWALL - ao 9 A : 1270.68(NAVD 29) Y AC/r Ae awl corAcleo saLRACE � + O2x-001611MCT Y AC/6.Y aM ONLY(TIFF$A)POI CITY OF LANE 09101E SM PIAN 202 .- !i �2�--OO16AlIICT r QRB MD QIM(M 6)FU MY OF LAZE E1WW Sm PLAR 2W . 104+00 2s R8R011 QMER PE11 OEM&0M 9EET 11 t oD I Go N43'42'50_00'E _ toe+oG tO3+oo _ ---------- E-- ----t----- ----------------+-- ------ ----E---- • 9F.DYR RMr PER LEMES ON SEET 10 1 .00- A 4'NM POC WEVOW PER an OF LAKE EE561O1E STD PLAR 210 I . =1 00. A ®-m6WMCr r m m r m an V* ml - - �9-6bTAu&W MRO AWAIIm OO1Es PER 0ETAL QI 2W 11 x CENTRAL AVENUE o-� WAM DICIMM PER M=Wft PAM ( m SSW PER ARa11ECT PLARS N43'42'50'E M -- ---.• ♦� 1��1loPcbfnM I PER ARc9=PUM 128.79' �fr'pl K b tRucrIII IEAOEIL PER DUAL - R-w Pa:/r AB p ,I tzrs.72 R) / r m r cm RAMM 3 >o Z Y sa matRucr aw ONLY(TYPEeA)PER a LANE Ei91aE rr OF L sm PUR m3 N43'4750�E — ri Rlucr m m r m CUM rA m6 ! t i T KEr SDEWU Pal 224.32' - F' L} 12 P1tROgD �etb •, "36i�k 36 MAU I RnT 2t Sys. y��•S Nan -- ?? F i N39-39'58'E ) Qi-aaaRucr N TMdC WALL PER WM SID DRC 618-3 T1PE IL M-r MAX - 29.99'70.70 E' (1275.16 TO ? LL~/� Rr OF 9a'E I \ F \ m / (1275N G l .. .. — _ :. 33 rs� � _ NOTE E m Ts DFDIMIED SRXEI /!NJ / NO CpISTRUC OR GRAW4G WTHIN °"""EAg>o1T�" / - PAD 2 ao 000MENT/ / 1J d 'pqa' 611. 7a 'A• 5 10'OF 7HE S WTHWT SCE CLEARANCE 7a 8S' 15 sET9Aa ' W ; Q"• FF=1279.70 70.70 W N ( FUTURE 76n m".` PAD=1278.70 _ PAD 1 a , I} "' W ~it I ' PAD=1277.7 1 ,.. m 70 n .. W G N 0D .�. . _ 4.,,,� .. 'Cr• ,:.,.ram' Z7 4 6 ' _.._ i - -' 77 833 25tE ! m (I C 2, m Pi m��o 22 71 .. -_-__ •----� -r D It 8 �o N F F 2S ,• N,1� �-'1�t, 47 IC N ?3 r 1 as 1 23T 23 i 1 m 4 b >, it tr x4 24' I/w w • w w w I' 9 I K \ ' 24 `dr F• 123 I R 21 2J n a • i I t I I 36 MOM W -4 a U i �J � to .,-. :. .__� _ _ -_.-• -� � _ ... j` ^� � f _ '� '� Z 73 Ft. d n nn n. zt MATCHLINE - SEE SHEET 9 a gal , <E 20 0 a Kmw W�-v below. Wale 1•= 20' Cis ftb myw VQ b O V y/zo i/7 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE DAVID VAN CENTRAL PLAZA CITY OF LAKE ELSINORE SHEET APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE AwsASSOCIATti1No. C' tOYF 7 �I LAWS AND A PERMIT MAY BE ISSUED. 4141 E.Yard Ettpa.LRvd,SUVA 25O , �,� Rppq BENCH MARK: PARCEL 1-B.Of 7PY 37284 Qh 4JILT ✓r 3-�-19 Cat iocamo i.9t764 m Lb SCALE: CITY OF LAKE ELSINORE BM �f P1vr:tC9.481.575O F—ON.481.5757 8-95-5& p6SLED SQUARE ON OF 16 a QI 60948 As sr(owN ON I>uwsOF HEADWALL 701 a PRECISE GRADING SHEETS >z - I-I . .a/3O/t9. 'SWLY NOW THE CENTERLINE BRAD FAGRFLL. R 43920 DATE P UND THE SUPERVISION OF: '��jf, Ctv% DATE: � nVY PLAN FlLE No. giI CITY ENGINEER DI(TE" aLf WADWALL ELEV.: t27aee(NA ENCw 29) 011 l CITY OF LAKE ELSINORE �) I aeAloEro TOTES cT v/lw_. ta r AD OVER COiAM 9BGRAK --1-'-a •-- - Qol s'w11--- ---�-' ----— .._..._ ...�.._._ -. _._R><tr�U_... ----- - .-_..--- -- �` --- - -- - -- - - --- - ®rnsnuct„-,r AC/as All 0"CawAnm BLOWN C am aLY(nrc W ff,l a1r of LNE EL.9ID1E sw PLAN 202 C CIAB NO CIIER(TYPE e)PER Ott OF LADE ELSMOE M PLAN 200 A . .. - -- - • E Bra aMER PER DUAL a SHEET 11 oD N434250.00'E _----o2E0p --------- ----E----�+ 1 W _EI _ _-- _-- --- -+------------i---- � Q'taM511IlIcr AeEA�EYwx MAHr PER DETAILS a sEET,o ' ( ...�!. ,I .....__._.. ..__ __..... -- -. ------ ----- - - _.------ -- _._ I --------- --. ..-- - v - -' --- ..-.... nQ•-WI6,B1Cf 4.1NIX PCC WEMU(PER aTY OF LAKE EL9101E SM RAM 210 1 - TR A ' I +' -i .00 A w w C w ar 1MNena I b .` *-WS ALL SUF,ICE APPLn X1 M711ED DOES PER DETAIL a SHEET 11 g x CENTRAL AVENUE `'.. ' I � - -----_ >o ,MASH L1ML0BAE PER NIanECT3 RAMS _ , \ MED.SIOP PER N»PLANS -� - — r- - -- = N43 42f50'E -~ _ ti sa PER AInEEc1 Kvas i... .. ... .. 129 79�_.. - --`- `-- .. .. - - �- ..._ ._ @-0016ne76T IEDDItro EEAOER PER DETAIL L5 PW/Y AN 02MM TO x75.7S .,, / -- —_.. - � _= � - - ..- - , -.. �mlcT C ro C am 1MNena C CUM ONLY 8A PER Ott OF WE ROM Sw RNI 203 or TC w C w cm 1MNena N43'42_50'E - nQ-waRucr MEN aWNx - 205.69' K H� Ox-onrsmlcT aurcD� mmoom BOB- 1v v slaE wu y!T" � ^�•�\ ��\� sJ � - N48� 50'E%` O-0016,IULT MErAMB1c PER Sl+wc Sw.oEc M1b3 T1rE a HFM•MAX 'Call. z. 35-- ��R/9e N434 o a .71 (127Ste w) E><~ r 1,•, 4 (" 14 e r N W ' (1275.0 FU ( j ' a 1 - - Z rt / NOTE*1 S � OFDIOV7ED STORM � In N • 7 /` � HID CONSTRUCTION OR GRADING WTHM (� 4 / PAD 2 10'OF THE POLES OTHOUT SCE CLEARANCE I. ° DOOLENI/ I F nn ,� J0 x. IT FF=1279.70 nsoPs�2e W PAD 1 PAD=1278.70 R 7U0 EL/M _ FF=1278.7 r I W �f W^^ �� 1 ` PAD=1277.7 W I Z I� � l M ( ... -- E/ _.`"__ 23 � I I: �. � I ,• III � WIS- I i,J �I 07 r Q' 11 •11 dIM � A � J 3. 21 1 � I. - I a \ r g�, o 21 4J b 47 n - -- - l FOR 1 REN90N ONLY: ,j ESSI DAME.EVAID I ASSOCIATES INC. W MATCHLINE - SEE SHEET 9 M CKT E.MWB oHr+E t10,SIAE 250 1 (MN)4M-57S0 a * * 20 0 20 40 o n e-,k st CIVIL r ��CALVE 6ABIE1 vE RfE ewe scale 1"= 20' (yet !m Iww wMan below. 4 bV 3/T//i - CAOMbIobr]�M CENTRAL PLAZA CITY OF LAKE ELSINORE MEET 7A -s MARK REVISIONS EOW DATE APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE DAVID[VANS -. APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE AuoASSOCIATE*1Hec. �,9 ESSIpL,� PARCEL 1-e OF TPN 37204 REVISED ULTIMATE ROW AND DRIVEWAY ENTRANCE,ADDED PAD 1 GRADING EIFVATIONS GNR 01/30/18 3_/S./$ LAWS AND A PERMIT MAY BE ISSUED. 4141 E.InIrWEmpieBIA,SuMs250 f3'.E'� 8a0q SCALE: BENCH MARK: - I onl.f+o ceAlaa+.9178./ h - CITY a-LAID:ELSINORE eN 16 i� 1< /L GUTTER A20WL/E� R�✓iSF�Yo /E!B �s/C ZB-/% 3-�-T1 Phafn:909.481.5750 F.:909.4e1.5757 AS SHOWN ON PUNS OF HEAD CHISED SOUAAE ON OF SHEETS '� No.8994e s�wL�A ow 10 PRECISE GRADING $ A 40AMLG(A/C 3/S/B PREPARED UNDER THE SUPERVISION OF: *Ems.09/30/1e �.P CIVIC `! DATE: COLLIER AVOLIE AND 45'SWLY TO PLAN FILE NO. n BRAD FAGRELL, R 43920 DATE �- OF co,� 7HLE SOLITHEALr END a'HEADWALL. CITY ENGINEER ELEV.: 1270,65(NAw 29) GTY OF LAKE ELSINORE I � p--D�TT YAM It'AB OYER COPACIEII 18WADE Y AC,0.S'M OQa COPAM ABONDE mow'�U— --- --- -- __. -_- I'MIN a� OTY OF LAID:E19bPE Sm RMI 202 —j p--oaisl,ucT r(TYPE eA)PEx /fx 24 C CURB AID GUTTER(TYPE 6)PEA On OF LAZE DMIDI1E STD KM 200 �" .. .. _ .. ......_.J @I-�4Y RBM WTTEA PER DETAL ON SIEET 11 118+00 N4342.50.00E T 107T00_— o-COK1iU(.T ADA SOESALA RAID PER DETAILS a SNEET 10 4----��--�-_---_—_—_—_—_�------------E--- ----1-._�------ n r1•T11(x Pcc SLEru1K PEx aTr OF ULQ EL9101E sm PUN 210 -- 1----- -- ------ i- ,RIICT 0'Tc TO E•Tc Tz.FB mAN5T" :4 �TAu S111FACE APPifn TWA+cYTED DOZES PER DUAL ON 9EET 11 MASH DILLO.4RE PER AROMCTS PLANS `.. CENTRAL AVENUE (Ex 16'1rER)---ME Tp NOW ` - -S ~-- - 32 SO CT nANs PR ARCMIECT PIIMS & --- — __ - - - -' SEE WE M RED9000 NE/DE1t PER OETIL .. .. .. � (TYPICAL) ... �EIElA(0 R/V ._._ - O-OMSMXT ES AB 2 a xT HIM OM E 611TIEA --..-- —cmaww It-TO a-am VAMSTM PER SREET IrROLOEM PWB T- _ �-� " 9-OMo1LY(TwE SA)PPRn of L.NQ E19ID1E STD PUN 0.T .. o-c36mlcT('TC TO W 7C ON 1RAN91KN Z N43'42'50'E —.� - w— WADE)swc R� SI •• �-`�k , 275.25' � � `Pmasn t - Oy-Cp6mlICT REU '/N MIO L PER WIC SIM ON n TYP e-3 E a N.6 MAX T D PLMANS F N39'39'58•E �1s'g1aAaL Z W�� 29.99' - 79.90 TCn OF _ m 3e z tro aF>� � 3e � 1 u _.,•� � i--� � / V \ � �.:. (,2e NOTE all \ Ii NO CONSTRUCTION OR GRADING VATHIN i - 10'OF THE POLES NWT SCE CLEARANCE rs FS i 39 \ R 6 ► Y • ^a I II W 1 I I FUTURE PAD 4 III wE ' 7{ � 25 ' (I PAD=1284.3 . 21 N !M/ 24 I IIL W r, N U77 m 6 WA • ., n TC I I ll. �W/ r UMPSI, �/ FS 7L Ei II 31 9 II H Q F;a F i W 31 TOP aF am , III n TDs> I i J III FS E 642 - 23 I ( 31 �m 1 , r 7a TC I I TL3.E6 1C 21 39 TC 14 a ae / t i D JJ 1 e2 42 rs n n 1c v) s — Lu f _ u '^ I R ch J .. C." i ZS 2S 23 Gil 22 E1.93 FS7C EZ Tc .9S TC 1�t - ,7C TC p,N 30 J '25 EI.13 E1.52 FS 16 t FS 1 16' ,`..2E, TE' 1R N !' 1E' 6 Y Rr 27' it to' '"•1R t f ' - to' - — - _� � ?t Zt - .. 7lLpp T; � d — EO53 Tc K50 TC FS DO FS 9L14 FS a I • LS X u BG n zz21 3 u u zs v f 23 * - A.QO IC 79.15 iC_ �: 7EE5 F$ 7S1! - 7,1 MATCHLINE - SEE SHEET 9 W� > s 20 0 29 mewwr911'S blow. '�a• t•= 20' Cd8f1b.MnAFL (,J a e2v /2.o/17 MARK REVISIONS APPR. LA DATE THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE DAVID EVANS CENTRAL PLAZA CITY OF LAKE ELSINORE SHEET 8 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE ,ur ASSOCIATES too. Q Gf(. PARCEL 1-8 OF TPM 37254 LAWS AND A PERMIT MAY BE ISSUED. 4141 E.WNW Ej.%* BW,Sat 250 �.�� Ra0 SCALE: BENCH MARK: .4 A'S'P�rllLT }} 3_Lo-Iq on,.,nC40,-917e4 h m T- 16 e +CITY OF LAME ELSRIORE ERI d Prom:908.481.5750 Fax 909.4E1.575) AS SHOYM ON PLANS OF 5-55: CH6LED SWAM ON T OF SHEETS 6994E^� ` of HEADWALL APPROAMATO-Y 45• PRECISE GRADING d'ZI-I� # .09/30/18# SWLY ALONG THE CENIEILLNE OF "T P DE E SUPERVISION OF: �� CIVLt. `� DATE: COLLIER AVENLM:AND 45'SWV To PLAN FILE No. BRAD FAGRELL, RCE 920 DATE �`Qr CAI.Yt THE saun�Y END OF HEADWALL. CITY ENGINEERRCE ELEV.: 1270.EE(NAw 29) 1, �� CIIY OF LAKE ELSINORE E JI � I i GAMING NaTm o-cwsw,cr r AC/r Ae 01EA COIPACIFD SuSEAAOE 1t>r i fix}-toAsnlcr r AC/Sr All OAR MrACIM araAiE - J ...... - i - ®--Caswucr r cur OILY(ME Y)FOt an OF LJA aX=1111)KM 10¢ Qa -owsma r wr No wra cm s)PER on aF fAIE am=su Mw aoo 4rATOM WTV PER MAIL ON SW 11 tO4+00 tOS400 / 1 N43'4250.OVE _ t MD VA MMU RM r Pal oEOlE3 ON SLEET w ILO--OO6oEICf r MO(PCC szwm PEII OILY OF Lw no=sm RAIL ro ,) { ( -cas7rlL'r or 1C m r m cm WASI01 0-4WAM WWAM AIR=MWAIM DOI6 M MIAI OIL Nn 11 CENTRAL AVENUE , ® MW MOM FW MICHUM PLM o-PRaPo=*911SW RA AIM=MANmt - (Ex,r mm--sm 1d�_ -- --- -- --_ _- - - -- - —'` - o-nloPOEm SO PFR A10910 RM .. .. l /w. 1�p ND1 III LE) _ � --. - _ __�. _ @I- mum mum Pat MAILt N43'42'50*E_ / FWD e o-SE WIE A x&-ow l icr Lr Pm/-r m A�Et�SwrioEiAa1EAT Fum 32&99' >!-_ xQ-casw,cT r 10 r wr*MOM (Tvpm o, - (&-O=M lCT r MM ONLY(LIFE a4)PER OIL'of LAW 82M SD MN 701 N43-4750'E _ Y� k 260.75' amm Sod SA1FEt -�� PROPOgD R� rrAhe 1 RMs .. OJs--OOIsrUCf OEM=MIL PEA TPA SAA ON/18-3 LIFE IL IM'MAX N43'42'50'E �15 maux 'Q L N '42' .E c 17.71' 22. TTOP OF gj�K in ALP Oi NOTE 01 L13Lr _ I No CONSTRUCTIONOR GRADING 91F1N 7Lio rs/m y-ig I 10'OF THE POLES 9THOUT SCE CLEARANCE n >s,o Rnp u_- — ►11 W FUTURE PAD 4 D Q cm Z I (I PAD=1284.3 d I I i CC W I N I i W I—o 11 31 I '�I—O FLSIT1 t Z III " � �` v I ti J ,a Li 33I 1�;RC l a /f ; l; N / r�- w j' � ss _ xs s / � N / Z 31 ,r . ri _ 1r „1r n zs � � fit "E;� , ON � `I � 1a• � i � I 111_ o 27 w 23 i FOR 1 REVISION ONLY: DAVD EVANS R ASSOCIATES INC. .�. MATCHLINE - SEE SHEET 9 Ro,, a/a1 E KM GM Lw WX mo (90)0-575o 7 w oLla11 � �a E � clwL �� 20 0 "m ACE UM20 40 Kmw whaft below. cum8"NMww /� 096 dv 3/1 tel: `�E'`1f OAh: sale 1�= 20' fee ?I E �n oN MARK REVISIONS EOW DATE APPR. DATE THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE MATH THE DAVID NANi CENTRAL PLAZA CITY OF LAKE ELSINORE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE FSSI - SHEET n m AwAiiOC1ATRi RPo. OY� 8A -/S-i$ LAWS AND A PERMIT MAY BE ISSUED. �, RO q BENCH MARK: P��1-5 OF 7RA 37414 I REVISED ULTIMATE ROW AND DRIVEWAY ENTRANCE ALONG CENTRAL AVENUE GNR Ot 30 18 atat E.hr.na Empire BAd,suns 250 � o Onlrtb C 00.1P 9175E SCALE: 1 a A9 rj(/lLT GR 226 !% 3-�-h PIT: 1—9M./91.5757 �< � CITY OF LAKE ELSNORE am a� stjo K,,59Da5 H , AS SHOWN ON PLANS OF WEADDW LAPPROMAATELY SQUARE�• PRECISE GRADING OF SHOTS 3/S'I8 PREPARED UNDER THE PERNSIOH OF: # 09/3o/ti# 6 �. SwLY ALONG TILE fA3iTERLME OF c v BRAD FAGRELL, RCE 20 DATE CIVIL- DATE: COLDER AVENUE AM 4W SWLY TO nLE No. CITY ENgNEER Apr CAEV THE SOIJI ERLY ENo OF 1#MYMLL PLAN o CITY OF LAKE ELSINORE L ( ELEV.: 1z7aL1e(NAw 29) I �u MATCHLINE - SEE SHEET 7 MATCHLINE-SEE SHEET 825 ; '"s 11I I 28 ' - n.a m nes m n n. 7Lts 1 R 7 71 I WA � zt �� rs n.t4 .1 • bN n59 m k krt 1 rs 775 i63 1C 7619 m n 00 FS `- n 23 1 711.77 To I \f6• ( it ze �;ns4 m 'n.41 I I I I a n. zs lr i IL 23 IMF: PGREELAMi z . 1 I �.; _ Ilj� 1 ` l k C' 1279 \ I II t�! �'� ' i I �j m Q MAJOR B --- -- -— MAJOR C MAJOR D h27 II III i I I FF= 1278.7 FF= 1278.9 FF= 1279.5 I ' Hll 1 PAD=1277.7-_ PAD=1277.9 PAD 1278.5 Look7° \ u7 `1 j MAJOR A f I FF= 1278.1 I n a L GRADING PAD=1277.1 J NOTES 7 1 AV,tt X / 3r .^ �1RUCT r AC/e A9 OM a1rWn SA NWA ~ r is/a.s•AN au oarnctm awnoE _ _NO_ p 2471 UJQ ELM SM KM Zee (M4 t)1EII QIY 6 4e•RIM 4UTIR IFII OETAL ON SIM 11 ew sloEwuc awr v+:x oEuas a afar 10 �'S ' .+I , J d �.--.,1 - m O • V" —1 � i�i U F1.91011E SID PI%N 210 SAW"NR an OF u4¢ v " n 7sN1s or m m e'm aw TIUNSInI 1 U Ksuu aar�erP°Fn t�aawtm ooaEs FM eEtw ON 7 � -usl w TRASH BEL09R MR MOIFIEM PAIR 7a 1C 1 I ao� ft wLsraP PER NNDIIECT RAMS \ 15 9EtBM% 23 .�' a � 7 �, � o-PaaPogn as PEA Ata2PlEcr P,M4 I 774 4. m 1 FS K1 K3 @I-"'""•'"""'RO Dm WADER MR DETAIL n s Pcc/r.a g w _ 1 j Taucr r m w we wtwamna i T Ir aw ONLY (TYPE M)PER Ott 6 IiYQ Sm"20 (Ing) 21 ., I: � I�taucr W m m r maw WAWI a I m ~ OY-CQImtRICt ORIOED S., K�I iOl 11 �q > lam , .I• , p _ .'i. ` ` r ._.. IETA,.1D.Y.PFR aTPC sue.Di/1.-3,`IPE. r.CIS `.1 b 12AM r't9tf'> t 7a3! a.7a37 g '' •7 _ 23 2J _: i 21 �, 11=,1 �N..e'aA% r In `l.0 `y('t• -.FS - FS, tt .° p ° te•SD � 73A7 m 74.55 m -- �� ' 732I NOTE 01 NO CONSTRUCTION OR GRADING WITHIN ' ,) I '. `�•..,». - 7a m _ .: I `�/ 10'OF THE POLES 11171, UT SCE CLEARANCE tI I 7 46'17'48'E 3Q: 47WE w ' If 15 1 S43'42'12"W- 74 n ( �� NEON DAHIOfi `� PL l _ 7Z m i LETTER OF PERMISSION GRADE'*FkSITE \` \ 1 �• a • (12N.73 m) DOCIRMENT NOk 5262 3 DATED 11/23/2b16- i E tl'ram. \\ ,\ '� I 20 0 20 40feet n 20' u..w,t)wPf blow. RJc7 6 6V '► 20 i r CiNBftwwl.rw MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE VATH THE "ID[VAN• CENTRAL PLAZA CITY OF LAKE ELSINORE SHEET 9 , APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE AAo AiiOC1ATt•INO. LESS/ PARCEL t-e OF 7PN 37254 /aG/ f3L�lLT LAWS AND A PERMIT MAY BE ISSUED. 4141E.karmEmpi.OW,Suw250 \t Roop BENCHMARK: Q 3-2o-19 Orft-C.IiFoni.91764 y a SCALE: CITY OF LAKE ELSINORE R11 16 Ph— 9M.4e1.5750 F—909.491.5757 < 6-95-55: CHIS.ED SWARE ON OF SHUTS < �.6p940 H ^ AS SHOWN ON PLANS OF HEADWALL APM))OYMA Y PRECISE GRADING o0/3o/1e• SWLY BRAD FAGRELL, R 3920 P DE E SUPERVISION OF: �� CIm `� DATE: THE SO AVENUE AND 45'SP/LY TO PLAN FILE No. DAIS �Q-CAL1E 111E ER A SOUTHERLY(ENO of HEADWALL T w 'IV CITY ENGINEER RCE EIFV.: 127Oa8(NAVD 29) v1, CITY OF LAKE ELSINORE 9 IJ _I MATCHLINE - SEE SHEET 7 MATCHLINE- SEE SHEET 8 Burt-* R 7Lt IL III II, f , 1 I 1 I I 1 Z - ' g r • it I � i IN - Imo'$ � I Il ll'Illlfl�+,t 1 I I�t 27 4ff 1 I �. ms no Will I _ C R � I" �1 � -- II i+ 01 aJ 71 tl NEME WE MAJOR B MAJOR C — MAJOR D FF= 1278.7 FF= 1278.9 FF= 1279.5 IN _ 1 ® ,� �: �• 1 PAD-1277.7 _—PAD=12ZZZZZZZZ�9 PAD-1278.5 MAJOR A d FF= 1278.1 t , I�ss tl++ °8 PAD=1277.1 aRA NIG NOTM Tf �1, ' H Y AC/Y N OM OWPAM 71010E 'i Y 4C/OX N wa O rA=71NIOE 1 t G ( n / C�Y W16 W (7ME W/9t MY Of lMQ 1 21 � � I ^/ ll-p,9p1[SN R1M 10t ` /� ��161q1Cf r CAN NO WWI(TOE 4)Fa a,Y OF !C.�1/iQ EL9M11E Sm RAI,7e9 1, ,A 1 •!i �+i� -� �I '+I '�.� ) G / t s ;7�� R i ( , ®-caa'INucr 4W MUM aura F0 OE AL a SHEET 11 THM/( I r NA sOEwM DE X oETNs OF s[.Er w LAH PM soE9>A1tc Pa QTY 61A1E ww zto i 775M rt / r TO w r TC an Aug sm n � i o-NsrAu aErua APtiED TR AIGTm ooEs Pa OETAt I D I - 70O-00161MICT Tum aaOSI E PER NOEIELR K/K Fla O-f110POgD MEF1SW PER AWMCT PLNLS 74. TC• I �x 74x \\i , ', ",�. s i. i � •- _ �•7. "�__r��• gal PEA NWIECT PL" 23 aY Pa/r N i p "•(: '' 1 I i r. I�a--carsm�cr r m r an TEwalol r QM(PLY(TVE W Pal STY OF LOW '° o-E1.�slo PLAN mT y -.. a ' p�. .. "7 - - (�� 74 (' , —�— $I. tlucT o•TO To r IC aw WAr GRAM 9 E b I;15ie,41 2 K" ^ - i A CONSIa1CT RETNata 9YLL Fa WW SR OW 04 THE �. 74. 74J7 2,T ZI z �1,-r Ma L x x a ,a x 1274 , l1 7 s 1 74ai I IT/ NOTE 01 73M IS A{ NO I .i tt a 4617'48•w x • _ s I Lini 10.OF CONSTRUCTION POLES WTHOU�T�SCE�CUEARA ICE x ?J 73 1 36. N43'42'12�E - --- - - __ — - - --455.36 — — _ - - - -- ---_ - - - - - - - - -- I if 74 Tc ,�, 7 TO / 4 FOR WMS 0 4 ONLY: ESS DAVb EVANS ILWX I INC. .6 LETTER OF PERMISSION ORADE OF SITE \ 4141 E tRCA1D EIFSE�,0.SRIE zso o / ONTAIOO.G 91764 (1700.73 IC) / (9a)4M-57W rDF. DOWMENT NO*5262 DATED 11/23/2 / 1 } (\ • • \ l 14 i 20 o zo 40 0 Knew wmh below. I' ' -- \� �iF ' , `\! R¢ee9,e \ 1 sed° 1-= 20' E°.t /a CaMBtlrerol.�+y 'u+Jb p� 3iS i« DAT, e a MARK REVISIONS EOW DATE APPR. DATE THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE KITH THE DAVID EVANi CENTRAL PLAZA CITY OF LAKE ELSINORE a� APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE AWASSOCIATEiNa. ESSI SHEET 9A pr LAMS AND A PERMIT MAY BE ISSUED. 4utE.x,l.�dempfse,ad slre25o �` Po°Qt' SCALE: BENCH MARK: PARCEL 1-e OF TPY 372e4 a I EVISED TC ELEVATION,REVISED DOOR LOCATION FOR MAJOR B AND SD REVISION FROM GNR 07/30/18 3-/$=/8 - aN.NnCWNomla9ne4 ,�"a o 16 �a RISER TO HEADWALL,REVISED FLOW THROUGH PLANTER LAYOUT,REVISED COWER DRIVEWA Ph_ 908.481.5750 F.a:909.481.5757 N° n aTY OF LAKE ELSINORE W u u k! No.9994E'+ AS SHOWN ON PLANS e-e5-S5: CWAED SQUARE ON OF A5-F3ll/LT REV.WALKWAY ANAK AWoRA Yo A%I&E APA 6K ?Z8 M (t 3�Zv-(� /s j ��-� PREPARED UNDER SUPERNSION OF: *Ev.09/ao/18♦ of HEAnWALL APPRowrATELr 4s PRECISE GRADING T� Eo SWLY ALONG THE CENTERUNE OF GOMPL/AACE AVPWD CArWA6K OWK MeW TV ASTAW 46F BRAD FAGRELL R 43920 DATE �t�jf clVl� � pATE. COUJUt AVENUE AND 45'SWLY To PLAN FILE No. �a CITY ENGINEER of CAL,E THE SOUTHERLY(END OF HEADWALL g C(-EARANLE AP19P0✓./L,R¢✓ip 6{pGKWAY N�AI��441JOR D CITY OF LAKE ELSINORE L 69 E1Ev.: 1270.68(NAw 29) O E FS PAD 2 LL Op0° 0pG °GG° p pp pOCO 0OOpOp° °O p°G I I 1 w ore S F. FS 23 le A. 26 MAJOR A32 ' 2S Rs RAC DETAIL Rs + ��CURB RAMP DETAIL R1 26 URB RAMP DETAIL R2 26 1 _ m SCME 1•-5 SCAIE 1•-5 9GEE+•� i �� Ifl • D I � 24 u23 - - - - - - - >" 00 J GCJO ii 000O0, 0CC0G pp %:% 23 7! ® ti y 7 n %. 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'i ° / CMGW=ADA SULK RAW PER DETAILS 01 SHEET 10 rnffMjCT jr an aLLr(71PE ETU PER OW 1f w¢E SNW SW PLM 2w- I -, 0 00 0 o} r .. / � o -... <...... �-Ca16R6+CT C RETx PCC SE1Wc IEIt CITY 6 fA,1 F19101E S1D PIAR 210 s7 C016REICT 1Y W W r W CIR6 iRAMSIROI — 71 ' o 0, � \� t M Cp6RUCT 0'R W{'W OA!7RAESR011 o 41 ° qq 1274— 1 40 ' W t o y I 7 iR w ;1fi• O W URB RAMP DETAIL R5 dP ADA SIDEWALK DETAIL 4 n pG 26 scA<E f�10 °O pU C O 1 Ii W ® �E K..w W.ww.Iti bNo DETAIL C AIL 3 �IAfIrElwyE11 'l�klb '! ito it7 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE DAVID t1/AN>t _ CENTRAL PLAZA CITY OF LAKE ELSINORE SHEET APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE AwsAsi001ATo:Iwo. 'Q ii 5 1 p LAWS AND A PERMIT MAY BE ISSUED. 4141 E.WOW Empire OW.Sulw 250 , ` ROogI,� BENCH MARK: PARCEL OF 7PM 37264 � A -Bd/LT F 3-�-19 ara crEmY.91794 a SCALE: an OF uucE EuwrnE ERA '�s a" Ph aoa.461.S7S FFA-1909.481.5757 AS SHOWN ON PLANS 0-95-s�: CHISLID SWAM ON OF Y W'Na 6994° OF HEADWALL APPRmawAIMY 45 PRECISE GRADING ITS -21- Or .D6/30/16 r SWLY ALONG 711E CENTERLINE OF BRAD FAGRELL, RC&3920 DATE P NDE E SUPERVISION OF: �jF 1V.at`! DATE: THE n�Y DETAILS FILE No. END OF HEADWALL CITY ENGINEER ELEV.: 1270.6E(NAw 29) CITY OF LAKE ELSINORE / E S I i 23 PAD 2 ^� � � �� , .as , i - -- O env 91W , LL=j , �C` \ pO GO�p0O-Op�OGO�O Q O O pO p r p GO `r,G Op G G Op G Ot:=G` _ r^�{•� 1! 27 .. 1p OJO00 °pOGppp O00p OpL'0000°�OpOO pO pppp p0�0 _ Gr p"or)G � 1 J :. R \ 28, 00 Fs 1C 27 J1 O MAJOR A c 31 CURB RAMP DETAIL R7 ��CURB RAMP DETAIL R2 2URB RAMP DETAIL R6 1 SONS 1•De• 9CAlE 1'ti'• SC.HE 1•-5 ?3 . + I f'g '�' / '`d' � � C� III •J ,.. i 1 I 23 28 OppOrjpOp pop OppO _ MAJOR D t / MAJOR CURB RAMP DETAIL 28 dr DETAIL 2 27 SGIE 1'-5• CURB RAMP DETAIL R9 MAJOR B D \� I s. 26 URB RAMP DETAIL R7 ; ; ro T®, o°�o tail - — + .41 i v GGv 3.� 1 I 34ro S l '--n 23 I .00ii - Gp a. t iC 1 /riiii G p G p A 2� t 1 o v DETAIL 1 .a / 75040 Tr. g� 1 � 1 1 1 7 °° to �IjB ZI C.F. 1 o :,000 \ \ t32 � o-- °O �Y `\ a CURB RAMP DETAIL R3 URB RAMP DETAIL RII J D t \�1274 t p 9CJiE 1'�S' SCAG 1'-5 u f-' CONSTRUCTION NOTES x IZ77.0 031MV 3•AC r Ae OA6t OOPAOIED WWRADE o--,MSTALL SLWACE APPIFD TTEMCATIM DOES FER DETAIL O 9EE7 11 S Q—COMSRRICT 3•AC/L5•AD MO MrACED&MADE o—CONS,RICT TRA91 EMC109RE PO AR09TECF5 MANS 23 ^ V 26 URB RAMP DETAIL R5 8 ADA SIDEWALK FOR 1 REN9ON ONLY: y SCALE:1•-10' DETAIL 4 o--=61111ICT r ORB OILY(TWE$A)PER CRY OF LAIC¢AIDE STD RAM 202 PROPOSED*aLSNP PER AR04TECT PUNS N ESS/ DAVID EVANS R ASSOCIATES INC. o—aaBR9lcr r aRe AND a1rTET1(TwE 4)f0 arr OF LAIC 8A10IE STD RAM 200 PROPOlD 901 PER AI,O9ECT PUNS -- _.—/ b °o `o i Fs i Ro •` 4141 E 9lNU OM BUD.9I1E 730 1 + Q�LJ t / t— c� • n (909)4e,-5750 C016RtlICT AOA SDEI•ILK RAID PFR OE'TAl3 d S/EET 10 l(,75}—C061R1Ci r ro r OM TRMBIgI l t 2S 1 i$ COISRRICT 4.7R0(PM WIMU PER aTY OF LNC 119101E SID RAM 210 ®--C06TR1CT r ORB OLY(ME d1)PER CRY OF LAIC aMW STD RAN 2a1 KMw wYaC•below. Cryl� ! Ze COsmucT 0•TC 10 r is an T m"m (37�--C WWKT r Tc ro r Tc an TRAN97101 DETAIL 3 g ''� ' cABIE11 PE RZ 9Nb OF CALM y� �/ S h {1i1QE1 w1a.yeEl DAIS #46 b I 3�s�H SO9E 1•.5, '^ eY MARK REVISIONS EOW DATE APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE 1WTH THE DAVID[VAN[ CENTRAL PLAZA CITY OF LAKE ELSINORE 8 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE ESST0I.� SHEET 10A am LAWS AND A PERMIT MAY BE ISSUED. 141w E. k"M E p SW 1250 V R0 , PARCEL 1-e OF TPM 37284 a`�" ` 7 ADDED DETAIL FOR R3 @ R4 CNR 01/30/18 3-1" 4141 E.rpt d AWorr 8hd,64 250 \�.� eq BENCH MARK: o Mro c•1r9+.91784 h SCALE: 1 Q ° A<i-b(!/LT 6R 228/9 3-2�19 Phone:909.481.5750 Fu 909.481.5757 • CITY OF LAIC E15MIORE V � _p n Mo.a994e ON D-HE AS SHOWN ON PLANS AD CIMS S: LED SWAMSWAMDF .. PREPARED UNDER E SUPERVISION OF: # .09/30/18# of HEADWALL APPnowuATELr 45• PRECISE GRADING SHEET. Eb BRAD FAGRELL, R41 43920 DATE �•Ejf. civl\. DATE: � n DETAILS FILE No. =n CITY ENGINEERn/!d CLL f 1 _- D�(E: ELEv.: 127aae(MAw z9) CITY OF LAKE ELSINORE L � PROPOSED PROPOSED R/R PROPM R/W 75VARIES R/1 17-W 2' 15 r C V 6.5' z 23 FUTURE 4.5 43' PROP.RET.VSKI yxl 2� 2' OwrtMY FURNE FURNE FUTURE h'M SHEET f 5 I 21 PAD Z PROP.so�Kx. lz et'TO sin E Ir z worms wx F PAD 1 r V \<C "�T .L� '; am: SOON �W) __ q '.aE6!aTreR �EMIK FUIUE FUME CINB O1IWR �E1YK OA!WTWII 50EWNK SECTION A-A SECTION B-S I SECTION C-C PIROPO,ED a c R/F I 3 m ,r PXOP0SIO) R/F m PROPOSED qmp WWI. pNISWAYNEW I n PER SEPARAM IP1nVoons L73 Rr u� FUTURE 7-�l 1n SREET E r ' z r FUTURE AD FUTURE v VARIES z I_ PAD 3 ) ____ PAD 4 Ilf` 2' VARIES 2' DRIIEWAY --� 200a< Bt'ro'.'f r FUME FUME 1 .. - I sT -.- Cm!GUTTER >OfwYK T T — — OMWEDsWEEJ ------ NT11RE NTUE _x1,,• (AADm STYE 2a(MW _ �i � CM!FU WR SOEWYK PROPOSED RETAINING RSIt I I ETILstlxc 9AFACE SECTION F-F SECTION D-D SECTION E-E '-5 SC L r-5 sC1LI•-5' EX PROP EX EX CALIRMIS PL R CALMANS R/W R/E ON RAMP I I I e L5' is' 28 4' 14' 4S 2' 14' 4.5' Y Z \ OAV"T ro ` EASTW SURFACEa 1 $ 27 23 24 I u m 24 U70 OF PCTRIRS510R TO GRAGE 1 F76MC SURFACE� — OFTSIW DOCINXT Noq 52/25E3 39 I WED 11/23/2016 - N- SECTION 6-6 � I SCALE.MIS SECTION H-N SECTION J-J I R/w OILY iPSRam DSA-AC DEIECTMLE WARNING PRODUDCTS(MAKATED CONSTRUCTION NOTES 15'SETBACK 12' VARIES 27-60' 12' 7' 41r oafs)AND D/ECIIOVL 9XFMES%,ALL BE 16TAILO As PROVIDED N THE (E�--GORSmICT Y AC/r AIS O%R COPACIFD MOM BIO-TREATMENT FACILITY Y CALFORIA CODE OF REGUATIOG(OCR)TITLE 24,PART 1,ARRCIES Z 3 AND 4.REFE TOR OCR TITLE 24,PART iZ OWTERS 12-IIA AND 8-102.FOR 1D7.95 TW $N)EWALK MAJOR A 4 4> BUILDING: AND FM1UTY ACCESS SPEOFICATIOFS FOR PRODUCT APPROVAL FOR o-CONSTRUCT Y AC/9.5-AB OVER COPACI® PROPOSED TAIN NG WALL 54W9WYE � FF1278.1 _ CLASS 560-C 250 yo--CONSDRUCT r CUB ONLY(TYPE IIA)PER CITY OF LYE RMIO E AD PINS 2D2 REI �' DELECTABLE WYM1G PRODUCTS AND DIRECDONIL SURFACES.[COC 113HL5) (SEE PRECISE o 3•MULCH GRADING ±' 6. U P'CC 1 1/2' 1/4• P 1272.50 TIN 3* 1269.75 FG PLANS) DOLED TEF �m�TAKT 24 CONSTRUCT r GIRB AND GUTTER(TYPE B)PO an a LAZE BMW sBAN PL SI 269) COIIlER AV'E P fECE55 BASE 13� PAVEMENT FMSHED GRADE a—006DRICT 4r RBBOR NrWA PER DETAIL d 51@T 11 FILTER FABRIC(TYP) <+ r,a re•a TO ELEVATION -- MRAFI 16ON 'tea v � a s .RR`PWI - O O 0 0 0 1S Ctl61R1CT ADA SWE7fYK RMP PER OETNS d STET a PLANTER BOX WALL.PER SEPARATE PERMIT ' ' O o-- v e t 17 CONSTRUCT 4•MM PCC SBEWYK PER CITY OF LATE D.f1OE SM MS 210 o PEDESTRIAN - 2 4' 2' �'- l�CONSTRUCT r TC ro r 7C ORB MAN91M 7FNi0UGH BUILDING AND SAFETY bf'b-4 SUNpI1pIG� @ QO QO 0 @ � � 12"GRAVEL LAYER 30•UNIFORM MIX OF SAND AND ORGAWC FOR UNDERDRAIN LAYOUT (MSHTO�7 STQNE),IMP. I.. 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APIs ASSOCIATES Inc.250RODPARCEL 1-8 OF TPM 372a4 Qci PJ(JILT 3-20-1 4141E.Irk.-C.pnen1764 so ,C` P, SCALE: BENCH MARK: a OrNrb CaYfartr 91781 If Ph_:909.481.5750 F¢909.461.5757 h m CITY OF LAKE ELSINORE FWI -7 69948 r.> " AS SHOWN ON PUNS OF HEADWALL. APP ��pR PRECISE GRADING -' 6 g 09/3D/18 t OF HEADWALL HE CE WOLINIY 45' SHEETS -� BRAD FAGRELL, RC 3920 DATE P ER E SUPERVISION OF: -CM DME:"' �� CIVIL �� CMUISWLY ALAVENUEONG THE ND 45!SWLY E OF CROSS-SECTIONS & €s CITY ENGINEER DATE: COLLIER SOUTHERLY AND 45'EADW U- FILE No. c OF CAI 1F THE souTFEur°°°F"EA°"A`L DETAILS CITY OF LAKE ELSINORE ELEV.: 1270.88(NAND 29) 1 I APROPOSED PROPOSED 2' 12, ,Y C ORLPE-A41U LANE 4S 45 v r 61 �-4 2, a xmL ,? LA DSCA E sms" PAD 1 al.TO STREET E s' I y 4.5% - - PAD 2 PROP.RET.WALL I I PROP.S l%� \ 61'to s1BECT E ✓C y --- _ i zL(�) aAe•arrm StDEAKIIc FUME 211N% � R Y '2 ��` QA•OUTIEII now T E FUUEPROPOSED`I rR i Rnt1 I .i„�.i `,. ' ,-�. u =:- . 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I LXSIIIC aAFACE swimLETO OF PONSM AD ,, I E1AEM0 TO GR ...-. . ` OFFSIE DCQ"�HIN lM PROP.SD DATED 11 /201 FORQREVISON ONLY HEADa111(SEE C' :R^v -17- WALL ) QypFESSI DAVID EVANS k ASSOaA71NC.` M H41 E NND EMPIRE IL IQ SATE 250 .1 1 WAND,a m7M SECTION G-G SE�IDM N-N SECTION J.J ti (1101)461-s750 SCALE NIS maP.Sr LCP so YJAE:N 4a Ra:sow PROP.CONCRETE PAD OF CAL N41E: _ TRUNCATED CONSTRUCTION NOTES ONLYR/W oaEs)Akio DcnCNAL 9A6DETECTABLE A¢5 Slue BE wsrul£D AS PRO.nm w nE o—watwicr r AC/Y A6 OWR COMPAI%OWN 15'SETBACK 12• VARIES 27'-60' 12' 7' cuA-OtMru cax OF REaunONS(aR)nnE 24,PMr 1,ARTKUS x 3 AND o BIG-TREATMENT FAULTY e e 4.REFER TO CCR nnF 24,PART 1x O,APTEAS 12-11A AND B-10x FOR ®—CONSMICT r AC/9S'A6 OMEIt a71PAC1®SIAIaIAOE r-,/-�� 6.33' BLUIRIG AND FACILITY ACCESS SFELF1G1no16 FOR PRODUCT APPROVAL FOR - 0 1278.01 TW SIDEWALK MAJOR aASS 560- DETECTABLE WARRIN PRODUCTS AND DIRECTION SUPFAa's[®C il]B.as] yo--CONSARUCT r WAS OILY(TYPE GA)PER C TY OF IA1E EI,IOAE SD PUN 202 a `PROPOSED RETAINING WALL 7'R. 1 1 2 , 4 LIP (24 coASA<'f r an AND 01 m(TYPE A)PER CITY OF LAME DOI 5W PAN 2A6 a (SEE PRECISE _.., 6•PCC /• /- DOMED TILE 3 MULCH (TYp) 1269 75 FG �„ PLANS) "'( .. 4 RECESS BASE PAVEMENT FFINTO ELEVATION GRADE g 1272 50 TW `-^� GRADING ,� o mlasrNlr L9(N ®—C06M1CT 4a'RMIAION OUTmI PER DETAIL ON 9EET it 5O 1 (TY ) ` � � 1 - l�CONSIALCL ADA SIDEPMLX RAMP PER DETAILS ON SHEET 10 -1 COLLIER AVER FILTER FABRIC(TYP) \� .� i0 ELEVAnoN - \ L MIRAFI 16ON n y"t - a PFR:PU _- O O O B 11}L— �'✓�� 1266.00 TF _a,r . R,cT'� _7,K - COISARA:T 4.7NOt Pa 9DEwx PER CITY OF LAZE F291aE SN Puw ro \ ` 4J PROPOSED RETAINING WALL PER PROPOSED REiANaNG WALL PER I S =1` - I sA6DIAOAIc J OO OO OO OO OO 2 4' 2' oabAIDCT a•1C 70 a•It aA!1RANSI,IDI t l ARCHITECT'S PLANS AND SEPARATE ARCHITECTS PLANS AND SFPARATL} PEDES'RIAR \h •I _ 1 5:1 SLOPE SIIWACF Op O O QO QO PERMIT THROUGH BUflDNIG SAFETY T]P.SECTION W 'd » wsrAu SURFACE APPLIED TDRICATFn DOES PER DETAIL a sEEr n - PERMIT THROUGH BUILDING SAFETY FOR UNDERDRAIN LAYOUT ��.�,��,�.,�,�� SEE DETAIL ON SHEET 12 12•GRAVEL LAYER a-H REBAR Ca6AR1CT RETAwwC WALL PER SPPEC sro.aAC at6-D TYPE S. 6'.6'./,ox/,o W.W.M..W. 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DATE THESE PLANS HAVE BEEN RENEWED FOR COMP(UNCE WITH THE DAVID K AN i CENTRAL PLAZA CITY OF LAKE EL8INORE SHEET 11A 8m APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE AAA6AiiOCIATii MPa. ¢ PARCEL 1-8 OF iPM 772154 � LAWS AND A PERMIT MAY BE ISSUED. 4141 E.IN.M E.PY.OW,S 250 ';�` ROpR c SCALE: BENCH MARK: 1 REVISED SECTION B-B,G-G AND I-I GNR 01/30/18 3as-rQ Onl.lo CrNoml.9171u ti p aTY OF LANE ELSINORE aM 1 Q a: 5-f3U/LT GR 2-26'/9 3-L- Ph w w: 109.461.5750 F¢909.4e1.5757 o 8-05 ss aRYED SOUARE ON PRECISE GRADING OF sHEETs o$ No.6991a AS SHOWN ON PLANS OF IIEADWAIl APPR0IDYATELO 45' PREPARED UNDER THE SUPERVISION OF: * E..09/30/18* SwLY ALONG THE CENIVN NE OF CROSS-SECTIONS & E ii CIVIL IL COLLIER AVENUE AND 45'SWLY TO FILE No. BRAD FAGRELL, RCE 920 DATE _ /I�� OF CAL\f DAB' THE SOUTHERLY END OF HEADWALL CITY ENGINEER .B ELEV.: 12701(NAYD 22) DETAILS 1 J CITY OF LAKE ELSINORE I L A camsmicam was Oh 1r HOPE STORM ptNl PPE(ADS OR APPROVED EQUAL) ez All 6'HOPE STORM MAIN PPE(ADS OR APPROVED EQUAL) VARIES 111IW Q--WALL If HOPE STOW DRAIN PIPE(ADS OR yam 12' BN) TR6 EQUAL) PAlMT FACILITY 12'E A 2-IVCf/Ol/IKL� POINT ID IE ELEVATION POINT ID IE ELEVATION N4O-INSTALL 24'HOPE SR11W DRAIN PIPE(ADS OR APPROED EQUAL) ®?/IA '!/E5 A60✓E GOWE.0 I A 1269.75 L 1266.64 V" WALL SO"*W Wl PER RCFC DW 4 16125I /F/CE,fki .VrALLY B 1266.00 Y 1267.03 G=1270.10,IE=1660. 414'BL)BBi ER DROP ME 00 6-/2 TG�1270.10,��1660.10 " ALL OGIm INLET(SEE PUN FOR salt},oH 269.75 FG(TTP.) N PRECAST OR APPRgfD EQUAL .--�� ® C 1269.75 N 1266.92 e7 ALL OM"LT PER Cm OF LAKE 4910E SID PLAN 302A 0D 1269,75 0 1267.02 ®-6KTALL 3r HOPE STOP MAIN PPE O<APPROVED EQUAL) .1 (ABS ) '`. � "� �' �. � < �^ FLIER FARING(lYP) E 1266.02 P 1266.10 @J "'"" ""414'"OP INLET(tENSU1 PRECAST OR ASPRDIED EQUAL) PROPOSED 30'OUTLETtix*I" �'�.+ 16RAFl 1160N F 1266.16 04 G 1266.11 QiD--caStwcT SmwgATE arnE STRUCTURE PER DETAIL ON%EET 14 6'PERFORATED PIPE(TYP) 1266.00 BASMI E PROPOSED 18•NILET H 1266.06 I i I I J I tGIIi AT 0.5x M61 51f4Ewfr#LYI< I 1266.11 . g0O1 PLANTER DETAIL� PROFIL tRA,.�' K 1266.40 NOT TO SCALE I I 10 I - - - - - DW I m .. :. --------------------- I IliFill] ` I 1 z z i i h l osz o -- 1 c - - - - - - - ----- - - - 18'NET I (I PROPOSED 30'OUTLET7 L o / lw - -�- - - - - '-- - - 0sx- - - - - - - _ PROPOSED 18'INLET 07 O.Sx __ -•/ I I PROPOSED 12'INLET 1 I I PLAN PROPOSED DETENTION BASIN/VALILT NOT TO SCALE _ - - PER DETAIL HEREON AND ONSHEET it 142'K72' BIORETENTION UNDERDRAIN DETAIL ul ( � ❑ " ( z 1 " W W (24'OUT)1265.75E _ Nn n rn Vi`R - 64 / \ 8'SMR=1267.20 TOP (30'IN)1265.84 IE ,b 12'SD-1274.15 DOT 1 N 9� - - --- ---- - --- - - - - - - - 8' 69 11701 SNR�1266.78 TOP i \ N ' / N •64 - - _ _18'SD=1273. BOT 63 � T NNN.. I (� \ /a/ (30'OUT 1266.00 00{� PLANTER TOP MEDIA-1269.75 TOP ! _-1269.75E_-_ (24'IN)1269.75 IE\ (1Y NI) 65 (12'IN)1269.75 IE ILj \ 6 ��. a ' 1 " P MAJOR A MAJOR B MAJOR C MAJOR D cp FF= 1278.1 FF= 1278.7 FF= 1278.9 FF= 1279.5 PAD=1277.1 PAD=1277.7 PAD=1277.9 PAD=1278.5 j t PROPOSED BIOTREATMENT SYSTEM , oy ..`".. 1 .. t (DETAIL ON THIS SHEET AND WIMP REPORT 20 0 20 40 . K"16when 1 ( \ scale 1"= 20' CiMBfIYdm 1. i V V /20 / scale MARK REM S APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE PATH THE DAVID[VANE CENTRAL PLAZA CITY OF LAKE ELSINORE SHEET f APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE ESSI 12 g LAWS AND A PERMIT MAY BE ISSUED. 141oAiiOCIAW'S ft2o. ND4Yf' - PARED 1-8 OF TIM 37281 S� ' / �4�i/N KEEP .�✓/ 3-2o-Iq �. OF Out E.kYNrM Fmpi.n1w,sdE.zsa E` °'4.f(,, SCALE: BENCH MARK: a PNw: p.57 �91908.181.5757 h< <�5 CITY OF LAKE ELSRIORE BM 1 g a I. AS SHOWN ON PLANS 8-65-55: CJRSLED SQUARE ON TOP STORM DRAIN of SHEETS q_21'�� • .04/3D/1N OF HEADWALL APPROMMATELY 45' *_!Z�D E SUPERVISION OF: } � SWLY ALONG THE CENTETid1NEaFBRAD FAGRELL, R 3920 DATE '+iF CIYI DATE: COLLIER AVIEWE AND 45'SXLY TO PLAN (NORTH) FILE No. CITY ENGINEER ar CAL V THE SOUTHERLY ETD OF HEADWALL CITY OF LAKE ELSINORE - 4 ELEV.. 1270.66(MAW 29) _02 61 1 0100.0 as / Reffen ML» / I < �� h i PROPOSED 100TREATMINT SYSTEM MAJOR C MAJOR D\ ` �NL O WQMP %T 12 FF= 1279.5 MAJOR B _ FF= 1278.7 FF= 1278.9 PAD=1277.7 PAD=1277.9 PAD=1278.5 'TW i i 4 MI MAJORA8 FF= 1278.1 1 PAD=1277.1 a I 70 1 I i f I PER F�(Y sD T psI�IEN i — — \ 1 _ IW IN,1266.10 IE BB 1 1 ' Pf mm — — — so �/ - — - - - - - - ,r HHOPE slats � •. Sr RLP 1NELC OFFS wl TE STOW a \ W ; (PER SEPARATE PLANS) \ ,\ n k+ ' c M 4 ix i 1 x ,I �j x x- -- - I I gQ---NSTNL it WK STORY aNM PPE(AN OR APPROHED EQMAQ �. Hammon THE DIG EERED SOL.YEDLA SHALL BE COMPRISED OF 35 PERCENT MOM COIPaEIIT MQ—�ISTNL OWED MET(SEERAN FOR S01C},Olgll NECKf OIL ARIIIeIRD Eilll AND 15 PERCENT ORGANIC CO POLENT.BY YONUE.DRUM MED PMM M PLAC W DE 4)W ORW MET(JONSEIN PRECAST OR APPROMD EQUAL) MINERAL COFOET SHALL BE A CLASS A SMDY LAW TaSO<D AT WETS OE RAM SPECIFIED N TABLE,OEM DE ORGWC COMPONENT SAL BE MWQEM STABILIZED COMPOST,SNOH THAT"DUN DOES NOT a"FROM THE MENU PERCENT RANG COMPONENT 70-M SAND 15-20 SET n 5-10 CLAY c 1 I Q THE TRW TICKET,OR CauFICATE OF COMPLIANCE.SHALL BE MADE AVALABLE M THE U INSPECTOR TO PRO*THE DOGIRED YO MEETS THIS SPECEICARONL WN MEDIA REQUIREMENTS MRAM SHALL BE MAINS OR ORNAMENTAL,PREFERABLY ONES THAT DO NOT IEFD RD BE YOMD.A}MOM LATER C STNOND SEIEDDED AGED HA DWOOD M LC H SHALL ff PLACED AS THE TOP LAYER WIDE 1HE BIONEIDPIDN FACILITY THE e-INCH PONDNB DEPTH N 71E FIGURE ONI SHEET 11 SHALL BE M EASLWD FROM THE TOP SURFACE OF TPE}ITCH MULCH LAYOL 20 - 0 2O 40 1 S Kye feet H 1"= 20' CaiBllr V06 Ov yizD i!7 CENTRAL PLAZA CITY OF LAKE ELSINORE \ MARK REVISIONS APP . DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE DAVID[VAN• SHEET 13 9 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE ANoAsSOCIATE•wo. PARCEL,-e OF 1PM 57zN •1 LAWS AND A PERMIT MAY BE ISSUED. 4141 E.VVnd Bm*Na BAd.SnMa 250 ��c Do BENCH MARK: - TNE3-jp-1 omrb C 10—91764 y SCALE: CITY OF LAKE S1.0SELSINORE R 16 0 Ag PulLF Phorr:909.181.5750 Far 909.4e1.5757 �o `Q AS SHOWN ON PLANS B-Bs-s& C«sE0 sauARE ON STORM DRAIN � OF HEADWALL APPRO)011A111Y 45' SHEETS „2I-L 1 f t SWLY ALONG THE CENTERLINE OF BRADf-F4AGR"E�LL, RCE 920 RE NDE E SUPERVISION OF: �� DATE: Cam A�IE AND4v�Y TO PLAN (SOUTH) FILE No. DATE M�� Y THE SOUTHERLY END OF HEADRLALL. Q CITY ENGINEER J✓1L ELEV.: 1270.6e(NAVD 29) CITY OF LAKE ELSINORE ,.�/�LDUMNFINL/�Ill tt �� i— l ,, �� I� (wL1 REnaeta aMEtl PROPOSED BIOTTEATIIEMT SYSTEM I (DUAL ON SHEET 12 MAJOR B MAJOR C MAJOR D AM waw WIGRT) FF= 1278.7 FF= 1278.9 FF= 1279.5 PAD=1277.7 PAD=1277.9 PAD=1278.5 r I I �X B I MAJOR A FF= 1278.1 -J ( ( PAD=1277.1 y ► 1 l 1 - MIX 1 18'IN,1268.10 IE •" � �� ( I I x Fill i ar RO'PRIVATE sWBLM DRABL 1r HOPE SIDBLL m (PER KARATE KAMS) N�" ♦ � �, oC Ix W i 00 J � I \ EIL::oD x I I I x I I I � Il n o-NSTALL 1r HDPE Scar NIAN PPE(ADS OR APPROVED EOUK) NOT[s � o-RHsrN1 OtA1FD INLET(SEE PENT POLAR SBLIO).JENSEN PRECAST OR NPREPED E°ur1 a THE FMvmED SOL MEDIA SHALL°E CORW M OF a PEACOAT MINERAL oarourt ��,,,��,.� ND 15 1WRM OHCrWTI;COIPOIIXT,BL 1oL1RE.OIRN MDED 1WEa W RACBEIIT.TE 47A'IIDP MIFT(�E76EM PHECAST dt APRgiED EQUAL) INERA/l OOIPOIFIIT 9NLL E A aJSS A SNDY LONI WP9Ol TINT MEETS TE ANGE S N TABLE 1 OEM 11E OICNEC CC PWW SHALL E M11WA EN S1A111001) � COPOST,SUCH THAT MWGEN DOES NET LEAOH RIOT SHE MEDIA rc a PERCIEWT RNIOE OOIPOEIIT '4' I AHTD SND -ID LT 0 13 5-10 aAY 1i THE TOP TOE.OR CERTIFICATE OF CMFDANCE VAL 9E W40E AVAILABLE A TIE town W PRW THE E11vE0E0 la MEETS THIS STMICA10L ci ar IEOV, a...1S GRASSES SILL BE NAW OR O MAMDITAL;PRFTTA/dY O16 TNT DO NO TEED 1E RE FOR 1 REVISION ONLY: MDR.A}NCI UYfA OF STANDARD SHREDDED A®HAIDNOOD WAIN SHALL BE 1 PLACED AS THE TOP LATH INSIDE THE BIWIEM11011 FACILITY.I E 4-41CI POOR DEPN u N THE PIOIIE ON SETT 11 SHALL E IEA911E°FROM THE WP SLWACE OF THE 3-0101 _ Q1 ESS/ DAVD EVANS h ASSOCIATES W- MLOI LAYER 4141 E.LA OP ND K&%V.SIRE 250 N 0IITNIF0.CA 917M � E � 20 0 20 40 * 8 CIVI � �'�OF CALTf� GwEI PE N3:IM1IL !c Tod• 1'— 20' f-t da gg+ IIIww wrafs W. �Q b pV 9/ 8a cdoflb*mYndl CENTRAL PLAZA CITY OF LAKE ELSINORE SHEET 13A MARK REVISIONS EOW DATE APPR. DATE THESE PLANS PARCEL 1-8 aF TPMI 7nt+4 NS HAVE BEEN RENEWED FOR COMPLIANCE VATH THE DAVID■VANE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/ORCITY AND STATE AA.•A40OC1AT[i HMO. BENCH MARK: Q LAWS AND A PERMIT MAY BE ISSUED. _E.kind EaWw BPA.Sulb 250 'o SCALE: 16 io 1 SO REVISION FROM RISER TO HEADWALL,SO EASEMENT REMOVED GNR 01/30/18 3-/s awrHoC.wmYeT,T04 m CITY- LAZE ELSINORE� ON TCF a GR 2�8 /9 RF1 3-to-19 PnoA.:DET.4IL,sTso Fac TDT.4T,sTST � AS SHOWN ON PUNS O°�,�APPROXIMATELYA 45' STORM DRAIN °F ShEElS A5' U/LT PREPARED UNDER THE SUPERVISION OF: Go /is• SWLY ALOND THE CENTERLINE OF z _ -lS-� C01"AVENUE AND 46 SwLY TO PLAN (SOUTH) FILE N° .P CIVI nip! DATE: 'ME Sd1TE3kY END OF HEADWALL. .4 BRAD FAORELL. Rtf 43920 DATE _ �,A�..L� �`T I1 CITY ENGINEER ELEV.: ,2YaHse(NAw 2°) CITY OF LAKE ELSINORE GAUMLL 1 / ur�L STUB INFORMATION ,T-vs• PIECE _NhERT SYSTEM Q +. PAVEMENT wvEm e E -S-AI ,pE.N 1,286.)6 r 2 BAE 1 N'A' WL•E111B Ax 1,]N.,S 1,106.]5 A 1 FOR THROUCM N' 1 fal TROY,OY pp OP Of Gm t B OF FLE]IBLE $TANDARO SECTMJN -� S3.'sTUB A3 Srp J'Rt° Blr RNER Et r RISER INFORMATION G 14'-Y PARIICI.E 5�. _ i1r BLAXIEAD OI SYSTEY a .ROUaLY T-� G PIECE RY fiEV. NVEAT ro LIE BOTTW OF PPE. 0b'BUUDEAO G,1 aOr PEER EI 1,S)E.w 12tl.]S r OILIPIES ! O 01r SLEMEAD G,O 00r R19ERF1 ,3,6_N 12N.i5 a aICJS NON-WOVEN V RIPPH G ANDT O OP OILY. Bdr BUIlEEAOIIB O G 0M'BIAEIEAD GE 5 .0 E G 01r BlLgEAO aT bhp O a/j•BOLT BAR,BOLTAND 8IRAP O J ! J BAr BtAJDEAo OE Fa11OATE]N9EOOIN6 WEPMAtl0N1 J J J G �rBlAl0Eb G6 PRIat TOftACWG TIE BFDOIIIG.TME FOIYOAI%IN YUST EC01l41RUCTED TOA } O E STANE GRADE.WTE EH3ITTWTUIBUI/AEFOI°MTgN WlEIW3NE A O aNslo EEGAVAtTON.TTEv aHAu E ReAovEo AM)oRown BACA ro TFE GRADE 6.r BIAAEM CA WTEPoAL AS IPPROVEO BY TIE ENG•E£R aICE TIE FOLBOAigN FtEPARAI%lN e ,G Z J J J J N g 1NE♦BIaEE OFAwEumAEOGRArAaut WTERNL SIMEl EPUCFD AS TIE N3)0•fi. O { • ,z s B.r BlAJ0EA0 0 � � O ��F Z c 01r BlU0EAD Gx = 111E BAaIFU WTERVL STILLS FRe:-0RNNNIG ANGULM WASII®STOIEYN'-YP °ONNECTIOND W y{ c WE,WTERNLwVl1E0.A[FUWr-1bYMYLN IFTS.WTUEIL ENNLEMO°N� ■ V- O]B'RISER F,- '1 PPE NAWCIES.Y YEANS of sNDVFl-811CI1G.BOGGING.AIR-rNPER YOUTGRY ROD, i u OTIPA eT:ECTAE LETln08 CQPACTION6COIBNFREfl ADEOIMIEWEII NO FLETIER GENERAL NOTES: 6 TIE WTFJIIAL eoBEmEo uoel TNEcaPAcroR.OR L•aER FOOT.ANN I m ASSEMBLY g TE CHOP Gl1o�N CMIIFMET�OADIOE&I�VE OEFILCTIOfIEWTTTIGFE srETBI i. FREFEaAo COI�REEQ+BAND sEIECTgN•UO€FOR aY1D wIDTN.CAC£.NIO SCALE:1•=20' OF ilEDl 8 $OVER THE ST'8191.Ma0'LL fiHN1 E W4®w1C11 TwT a NO TMw A1MV{iT ONFEJENiVLL BETWEER TIE SeE$OFAM'PPEWTE T. BANDS FOR PPE/ACH ARE INS SAME AS FOR EaNVALENT aNAETER ROUND PIPE STORAGE:18,775 CF 1BFB TIE BA?iY1 PROCEffi.BACNFLL BIMLL EAOVAMEO ALONLT TIE PPE_ STRUCTURAL BACKFILL STORAGE:7,505 CF TIE Ar r1E 9A1E RAre To AVgO prFERBITLAI LdDNG a1 ANr PPES N rTE i 3. BND6 ARE MORYALLY FWNefEO AS FOLLOWS: TOTAL STORAGE PROVIDED:28,728 GF LOADING:H2OIH25 TO OBI,DALIACE.OII aIePIILDE rIf�PPET ATTENigN YUBTE�•EN ro WI°VOIN[- N•TIGWU Er xY1EOE SYSTEM INV=1285.753 !Qm TE LIBIBaM CwEn FOR 81101 EOUP ,AND WNTAWIG BAINICED LJDADBI{ tar TMBI IH'SPIECES ALLPIERAWD-OaEN APETOCENIERLWE. PNEB TTE SYeTB1.aNnALL SUCH OEMTBJME. A, BAND FASTEM:R9 ARE ATTACHED WITII9POr WELOS,RNETS 011 NANO THE UNDERSIGNED HERESY APPROVES THE ATTACFED ' ALIERWIE BACNF4 WTEPoK WY ENIDAE°OEPBBeINi ON BRE SPECIf1C WELDS. (])PAGES NCLUDMG THE FOLLOWING: ALL flEVAIYNi.OBEM10116.AMt IOCAnON180F ReERB AND METE.EI1AlJ.E VeBFEO BY THE REFER ro 1YWCwL MCIOYL oETAI FOR WTT31Ml REOIIBEO. • PIE STORAGE•16,775 CF rrEia ENONEER aF ECpO PRION ro IIEIF.ABYIG FaR FABIBUTnN. 5. RERaIcn AMAJLAR END COWM.A - yys • KAR&JNE FIE GAGE•16 --- EOUIREG o • ALL FRTw05 AND REKORCEAIENT COLILY WITI . y • WALL r1T -MWORATED -. b, -_ BAfJffLL AETY AIN. E. oR1FJelONIfiAE E18ECT TO MVNIFACMIWO TOLFITANCEs. E . NL RNERB ME)81LM NE z7{•.X•COMUGATION POWN ALT2 �M' +t'P' tY M. ANO N6AOE UlFM OTERWME NOTE°. • ReFREroEF1F1DTRYEDToaIIDEABREOLYEO. BACKFILL DETAIL D-12 DIMPLE BAND DETAIL • FSSNI•AlT2 CORRUGATION•2 21U112 - _ - BY cGNTRAcroa �- aLLANITITv aF PBE iloLtW ooEE NOT PTNsvoE E%TRA SCALE:N.T.S. SCALE:N.T.S. _ PR FOR CONNECTNIG TIE aYSTEY TO EXiTIq PPE TYPICAL SECTION VIEW OR DIUBINJE STTaJcnEEa oLi sysTEAI AS DETAIFD PRoveTEa NDYwAL MET AM]OR OURET CUsr°EER DATE SCALE:N.T.S. PIPESTIIS FOR COMECTIOIIro EASTWG ORABMOE FAtlDlEB.NADaT1aML PPE eNEE0E0 rte TE - REloIeBETY aF TIE oorrt•AcraR.048"PERFORATED UNDERGROUND - SYSTEM�r - 552015-010 VA �Vif COMM 552015-010 CK �/ [ W H w Nam 130 90t alms ME oloETeuloNSrSnM CENTRAL RETAIL PLAZA �0 �� CENTRAL RETAIL PLAZA n M =. _ �.�•N.EBE LAKE ELSINORE,CA Perforated n" COIN wi LAKE ELSINORE,CA Perforated 7,r RevlNOY OEsanrran PROM]6ALT'OSITE DE A ULT n i-" rwTB RrAwaITBaLTt..111i1 1p0° P O �"LCEBBGBTMONRN REINFORCING TABLE°tiff iiEyj a Ra AB REauNIm.roE -BEARING '. II TEMNRARV COVER FOR CONTRACTOR.WYE IDP YaNT® 1 V.e sgwllOa RECEgsgF IqqI�E OCMP A 08 REINFORCING PRESSURE lI ( t caNc1RUCTNM LOMOE O PROTECT RIwBBB1ED _� }5E RISER (PSF) ill l�fli0, it C N- `�. �. .E.,r OCEW .SN J�/ & ErFfi,n��.•Il,iif IIE1011T DF f7 N BY Moir oCE1N I.- ,L / \ , 1 •��__a_1�A__r-•2___J �^ u ••B•S ESOroCEw 2,OEx - --- ` e•ee \ - 6 i m1 GASET WTERML OCw RISER �" s:s Y M.rOOEW 1,600 _ 9LIFFICENT TD xEvwr L _ _ < � a Reel ro E P0.0VM)ED n ° ON IS 1[ Fat TOP OF Y CONSTRUCTNW VEM4E LUV)S.AN EXRU ANgINT OF COI,PACIED COVER WV E REOIWiED OVER CONIAACT011. Oe 11 M. , �GW � ,e) TILE TOP dF TILE PIPE.THE YIEIGIITdFCOVE0.SIWI NELT TIE YNIwIaI REOIWEJEM9 SIgWN WTIE TABLE BELOW. � Y K.S SP B6.TOCEW 1JI10 _ _ -+ _ TILE USE OF HEAW CONSTRUCTION EOUPEEIIT MECE61fTAlES GREATER PTa)TELTION FOR THE PPE LIMN FINED °� BIE7 I � _ ORAOE COVER IAEIBJIEAS FOR NOIaML FMaM/,YiMFFIC. SECTION VIEW ---- s J -AsiaEn EDL eEARJNC GVACT• ---- , - --�� ---- A%IE - PIPE9PAN, IMrNI � - N1a E8 ' ,ESO son Ts„o I,a,so M F�-- A -I MWww CAVE0.(FT a� � Iz�T zo zs ao ao - '- wEitwlL MTt LO ].0 ]5 AO NDMGON•LTRY -'t^ ^�_� MR PUkQSEE ET. I 11 '� �I I, I WOl). b BNT(T APIIICESI, _ L- J__ Tbt30 ].0 ].5 AO -� ---------------------- SCOm - I (RYP) PLAN VIEW SECTION A,A 7•IaSM COVER wYVARY,OEPFJIDN1G aJ LOCALCa1pTION6.THE CONTRACTOR LIIIST RiOTAOE TIE ADDrrIDnrL !-_-�' 1 y M 1 --To-OAiAOE TO THE PPE.MNBNIM COVERe MEASURED FROM TIE TCP OF THE PPE TO 1 IV f THE TOP OFTE WNRAWFD CON3IRIICTpNRDADWAY SURFACE. `•;��I s ` i1 `�)_ J �`�Y,�� -`(' `_ II I , III 11+`X CONSTRUCTION LOADING DIAGRAM Y"P 1 I y a U SCALE:N.T.S. I �� I _YV A JI_ OrBiNw �___ I= ♦ �' 11 i Cp1TRIGTOR RIIYtOUiM WTERML L6TIPIlW10Efl EY CONTECHI m O J _ OPHYNON __ a -- PRDtEcrnN NAB FOR 11 I �rt'I CABIMB , II .1� 1 , CONTFCN roPnovoE COLMT EscRPTnN BISTALIIJ)BV (/J LG�Z - i Y II RETNACTeYENT. N , zr.N•Low Flow ORNTCE PUTS wrtHrowFlcE caNTRAcral }N�� c wrERMIPTEo sAn -- `- ---'+I i- --i�f-- r---• ----iL----i afflEaEa J LU Y F TY RE .SEE .7 ii 1 , EM.'v1- 5 SIEPE,PiOCiS,LNElA00EA.OR EOIN. COTECH m N A]�W[ S $S'iAPFG HANDLWG AND ASSEMBLY NOTE E. sTANDND STANOMD `_' , SFILNIT FOR JONTS RW PREGSTERI CONTRACTOR Q H O TI.38PECrr..TgN COVERS TTIE MVIUFACTIXE ANO iWLE WIGCofO/JI.E w1TN RECG1aENMrgNS OF THE REMN(IRLNG. REIFG°YCWG. BB W9lYW1 ,PLC GRMERwOB11DEP5 CONTNACTOR (A W � INSTALUTg11 OF TIE CORRIMGATFD STEEL PPE(CEPI OETwLED IN wTIONAL WPRIM.l1T£D STFFI PPEASSOCNT1011(NLSPA) SEE TIBIF SEE- 1 x Q' a s TIE PROJECT PLAINS. N15TALLATp11 I ' BYINBWEi , 09r.rfRAIEECONei.EW1NN5•,OR EOIIIIV. CON11tACTOi W L.1 I ROUND OPTION PLAN VIEW SQUARE OPTION PLAN VIEW g A A ? V 333C �. 09ERAL NOTEa v t THE ALUMNI?EO TriE 361EEL C01LSwWLCONF010A ro THE SPECIFICATIONS ORF�GGHIwW+AY eRAS. CIl011 Ta DNe°ON 11 N1�Q-F TF _ _ NafiEV. x1. CONTECN TO PRO.'OE NL WT]WLS VIESE NOTED OTIERN'iSE. N U 3 REDIME]IFMSOF AABNTO YTl40R ASTII ASA. Ofi ASTY ATMAMWCONFOMYWCE WRH THEPWJECTPUNS g ___ _ �_ _ _ ___ . FOR FABRI.]TMTN ORAWTNI66 wTM OETAEEO STMICTIEE OBEAI$gNSAM WEIGHT,PIEA$ECWTALT VOIIR CONTEGN ENG•IEERFD ANO 6PECNIGTgNS.FiMEE ARE ANY NICOR&6TBJCE60R 1.DESpNWAIX:O0.MVICE WffH AASHIO,I,N Ea11011 ,. OPENNO WRH OI4OWLMBARB,FJ(IEIO 1 j EOLIRION6 LLC EPIESEIJTAITE.ww.GrYdES.mn • �J ^' W P CONFLICT8 TILE CGNIWCTOR 91glLD 0eCle6 MIO RESOLVE ANO ACI�O. YMMIY OF tT N:VgO GPBNq.SEMI 1 ]. BVPNS8TMICTVE NMILE WFLLYIRD•NCE WRN Il1 JIIClI O.TA NO NIFORMATION CONTANIEDW TMe OwW+NG. �r !7 W = O /� YM6A � wRH THE SITE ENCNEER BARS N RE011llm 10 YAMJrJ BM COVER. 1 1 CONTRACTOR TG CONFWM STRIICRJRE IEETS REOUNFAHNTS a PROJECT. �"' YA - 11E C•P BIWIEMNAIFACTNIFDWACCOtl}ANCE WRH TIE x.OE610N LOA0IIBxb. .. sTRl,CliNE 81WLIB3T AAEIITO NSxOIDAD RAIN(x,ASNMNG EARN COVER OFD-]'.AMR DROIlI1LIWATER ELEVATION AT.OR /// O {� IPq.IC BLE REOIINEIIBITS OF M81(IO YSE OR AEIM A]N.TILE RwKWAYSTHERE9POFweIDVOFTHECONTVCTORTO •.PROTECRON wABANO ALLWT3UKt TOE j 1 STRUCTURE MJERT ELOw.T1E 0U1LFT PPE NV6iT eEVATgN.EMiPEEROF REC011D TO 0ONFNM IiTlML O0.0UI�WAlE0.ElFVAI'I(Nl.CASIiWs i c PIPE NIIi.GAGES AM+CORRUGATIONS 9NLLL E A591K11M(DN FOLLOW Ca1N OINOKNEB FOR SAFE FRIICTCEB. + - SNNL YFET MSHTO Mx4lOID RATNq AMO E GBT WRN TE CONTECN 1000. Xi 1 EAROI WVEN-'YAA PROV•ZOANO•JBTAILID BY CONTRACTOR ` y _ __ eEV.1xB5.T5' 1 C3 TILE PROECT PLANS. 5. erPleB sTRLInuE iLAll E PEUET COr1aElE caNraMxnG to ABTY UTBAND AASMTO LOAD FACTOR ceSION METHOD. I I� {.COFMIETE BTPLNGM•1,000 PV 9.ETNL OESILBI dY DELTA FNOBEERE,NKMECTS --___ _- - -- V X ■ ALL FAERIO�TIOIIOTHE PRODUCt BFMLL OCLUR wrtFM THE ANo tA109UNEYOR6,fNOWHl,NY. I OUfiOE BOTTOM INSTN1ATgN NOtES m UNRE06TAlFS. 6.RENr01I.BIGSTEEL+ASIYABI6,ORAEN. NLET 1� EL1Y.13N.xS A ANYSL6BAE.BACKFMIDFIGM,NiOptAMTISLOTATIOIJPRGRelO15JJ1ESRE.EPEOIFN:DESgNCONiDERATIONSAMISNNLE E I IP O Y I J E.PROVOEIIOOTTIOML REMR)rICIq ARalllp (0]Y OIBIEIW �C B. CONTR•CI'OR TO PILPJIOEGFEaIMERT WRH 811FFCEMLNTM6 M10 RFJ1C CAPAGIYTO LNT AM+BETTE 9TORIIFRTER U) ae MATERIAL SPECIFICATION aPENwDE EGLML To nE BARB wTERRUPT®. MANHOLE CAP DETAIL Wv.ELEV 121a1r ELEVATION VIEW Ba. Tr ETR,JcrIEE(L T mD .PIIOP ) Wn. `� HALF EACH SIpE.ADOITIONYI BAp MEW L. COIT1ACTa1 TD wiTALL JOINT EALARr BETWEEN AU STRUCTURE BECTION6 AND A86EMB1E 611TUCtURE. '•' SCALE:N.T.S. TIE SAAE PINE. SCALE:N.T.S. °. corJmncroeroPRovnE.w$rALL,.wo aRaDr MET Ar,D ouTLET PFEIs7. ox¢,n, =ra E. CONRIACTa+ro wsrru GRADE RMBNiISBi Da BLOOf REDIINED BETWEEN TIE TOP OF T11E STRUCTURE ANO THE d 9E OF TIE 048'PERFORATED UNDERGROUND RET r:�:F'�:,".. EEm,s o,o pnnrJwe IIAIBIDLE FRAIEB. �� E++' W&�N�yn 552015-010 BTICTLftWEIUR 4 <EI. E+FEe�ESEaunlowuc OWDETEIRMMIEi6 CENTRAL RETAIL PLAZA " ° AwRouIA,E EAWE$iPq-amo EB U ww.CWNFNGH.••AG VGV,vA® CF]PLEASE CONTRA COTRACT uYPWOT+u 56A16 .Op pa LAKE ELSINORE,CA Perforated �CD1COH _ Cat I e. IIEVIrilaJowlol wxFooTPRIT es oRAM+Nc SNo,PECs P3 3 yap by it/10//7 .a MARK REVISIONS^�.._.. APPR. DATE THESE PUNS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE DAVID[WANT CENTRAL PLAZA CITY OF LAKE ELSINORE SHEET _ APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE wEo A*80JI AT[i lNo. �g LAWS AND A PERMIT MAY BE ISSUED. PARCEL t-e OF TPM J7zN �� ♦1a1 onto 917s6G{.25D yiSt� o SCALE: BENCH MARK: �- Pt_ h :WB./81.575D 1-909.481.5757 CITY a LAKE ELSINORE BM 6 an o AS SHOWN ON PLANS B-95-55: anSLED SQUARE ON T OF u HEADWALLOF SW'LY ALON 011 STORM DRAIN SHEETSTHE I BRAD FAGRELL, R 920 DATE CENTERUNE OF N E E SUPERVISION OF: �jF C DATE: THE So AVE)A)E AND A5'SWLY TO DETENSION BASIN FILE No. _ CITY ENGINEER I59�L 7- 1E EtiEV.:: 27a�.58Y(YD 29END OF NEADwAu. {E CITY OF LAKE ELSINORE �.I i I ; T-r - CE T L VE UEIf- - - .. �� A .- N vWafrtnuE EROSION CONTROL NOTES: c_. - -. - - _ - - - - -- - -- - - INSTALL 2 A L 5 GRAVEL SACS HIGH EROSION BERM PER DETAIL ON SHEET - -- — -_ t�—WSTNl 2 GRAVEL BAGS HIGH CHECK DNA PER DETAIL ON SHEET 15 . i,•, / ' --t t2 :_ _ _ e _ 0 t@—INSTALL STABILIZED CONSTRUCTKIN ENTRANCE/EAT PER DETAIL ON SHEET 15 l':.T DESIGNATED CONCRETE WASH PFF PER CASOA BMP FACT SHEET WM-8,SIGN DETAIL ON SHEET 15 .'.: . ;- ©I \ - _ „@ —INSTALL SILT FENCE PER DETAIL ON SHEET 15 JAD 2 / t,�—PROVIDE SO INLET PROTECTION PER CASOA BMP SE-10,PER DETAIL ON SHEET 15 r •t1 t ( FUTURE ®• ' .' O- .r -—STREET SWEEPING PAD, t�—INSTALL ORM�EL BAG VELOCITY REDUCER PER DETAIL ON SHEET 15 17' I p FUTURE I. @ —INSTALL DOUBLE SIDED STRAW BLANKET ON SLOPE AFTER SEEDING AND FERTILIZING SLOPE PER CASOA BMP EC-7 4 I CONCRETE WASTE MANAGEMENT AREA PER CASOA BMP VA-8 0 { -t ( .•,' - - L '� CONCRETE SOLID WASTE MANAGEMENT AREA PER CASOA BMP Mw-8 ` �—INSTALL TEMPORARY SANITARY FACILITIES PER CASOA BMP WM-9 14 C �, MATERIAL DELIVERY AND STORAGE AREA PER CASOA BMP WA-1 t •j ,' I - 1; - �� .� r @—MATERIAL STOCKPILE LOCATION(IF REQUIRED)PER CASQA BMP AM-3 Z C n -- f I � I' r LEGEND t } CHECK DAM GRAVEL BAGS SILT FENCE 1 .+ .N r 0 HYDROSEED j i ® CONSTRUCTION ENTRANCE tt FRWEPRY t , Ir 1 1. a +Ii I i MAJOR■ MAJOR C MAJOR D n ' MAJOR A — � � LIE /, C !. � i I � ii 1• ! � -.. I I 1 13 Irk Ili I E III II 11� ' I I —_ f i? GM I 0 I Fwvenl + ' t 1 , % 'I IF I I...►. , . CIS Z iI Zr API 377-060-063 K I G m ne PARCEL 12 yy MR 13/620 Wo 40 KWIW WMeEti blow. I I - I _ ,oae 1 40' F«t E I i20/17 CiNBHMIWwyWIldll � 6v H , MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE DAVID[VAN• CENTRAL PLAZA CITY OF LANCE ELSINORE SHEET APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE q 15 LAWS AND A PERMIT MAY BE ISSUED. AwnAisOCIATEs Iwo. s,9 b 4141 E.IIYrW Empi�BAd,S.V.250 ��3".�4 •►. SCALE: BENCH MARK: PARCEL,-e OF TP,1 ane4 Q « � Phan:W9.481'.s7CalibmN 9t9W.4b7.s7s7 ='o c CtTv OF MAKE ELSWOfiE BM 16 - *o` he AS SHOWN ON PLANS e-95-55: CHISiID SOUARE ON OF =I< 9-21-17 �Y ALONG��,� EROSION CONTROL SHEETS OF BRAD FAGRELL, R 3920 DATE P ND E SUPERVISION OF: ! 'ry.Y ClDATE; COLLIER AVENUE AND 45.SWLY TO PLAN FILEEI N.. Or �, 1270.8 AN N)29) CITY ENGINEER D V ND OF HEAD— CITY OF LAKE ELSINORE �J - I EROSION CONTROL NOTES NPDES/STORM WATER POLLUTION NOTES 1. ALL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSNORE 1. FOR PROJECTS THAT REQUIRE COVERAGE UNDER THE GENERAL CONSTRUCTION PERMIT, 2 BAGS MIN. GRAVELBAG TYP. ' THE PROPERTY OWNER IS RESPONSIBLE FOR ENSURIGN THAT A QUALIFIED SWPPP OVERLAPING LEVELS 50' IN. OR 4X CIRCUMFERENCE OF LARGEST TIRE. ORDINANCE NOS.529,7T2,1237,1001,CONSTRUCTION SITE BEST AARAGEAENT PRACTICES , 12" MIN, UNLESS CORRUGATED MMPS)AND STANDARDS OUTLINED WITHIN THE LAKE ELSNgRE DESIGN MANUAL. PRACTMONER(OSP)AND QUALIFIED SWPFP DEVELOPER(QSD)IMPLEMENT AND MAINTAIN WHICHFWR Iq rRFATFP 3/4•GRAVEL OTHERWISE SPECIFIED BY STEEL PANELS 2. THE DEVELOPERACOIfTRAQCTOR IS RESPONSIBLE FOR ANY DISCHARGES BY THE SWPPPAPPROVED,PREAUALIFIED BMPS FROM THE CALIFORNIA STORM WATER _ I A SOILS ENGINEER RIGINAL SUBCONTRACTORS. QUALITY ASSOCIATION(CASOA)FWDBOOKAVEBSITE FOR CONSTRUCTION TO RETAIN R GRADE 3. N CASE OF EMERGENCY,CALL GREG LUKOSKY AT (949)723-9500 SEDIMENTS AND POLLUTANTS OF CONCERN FROM AREAS DISTURBED ONSITE TO THE 24' 4. DEVICES TO REDUCE EROSION DAMAGE SQUALL NOT BE PLACED MOVED OR MODIFIED MAXIMUM EXTENT PRACTICABLE DURING ANY PHASE OF CONSTRUCTION OPERATIONS.FOR A A ° a a.° a v qy°o aa,Pj �j 0 a \ WITHOUT THE APPROVAL OF THE QUALIFIED SWPPP DEVELOPER,CITY ENGINEER OR IN AN ALL OTHER PROJECTS,THE PROPERTY OWNER IS RESPONSIBLE FOR ENSURING THAT EMERGENCY,BY THE PERSON RESPONSIBLE FOR GRADING OPERATIONS. BMP'S FOR CONSTRUCTION ARE IMPLEMENTED TO RETAIN SEDIMENTS AND POLLUTANTS G9AVEL BAG 'nPLACE 4Wr 15'MIN.OR AS S. AREAS THAT ARE CLEARED AND GRADED SWILL BE LIMITED TO ONLY THE PORTION OF THE OF CONCERN FROM AREAS DISTURBED ONSITE TO THEASURES INCLUDE THOSE SF10WIN ON THIS RAN AS WELL AS MAXIMUM EXTENT P RACTICABI E. DETAL(2 BAGS) I. REWIRED TO SECTION A-A FILTER FABRIC SITE THAT IS NECESSARY FOR CONSTRUCTION.THE CONSTRUCTION SITE SHALL BE THE EROSION CONTROL ME 11) mo ACCOMMODATE N.T.S. MANAGED TO MINIMIZE THE EXPOSURE TIE OF DISTURBED SOIL AREAS THROUGH ANY ADDITIONAL EROSION CONITROL MEASURES DICTATED BY FEW CONDITIONS TO PER BMP SEA w: ANTICIPATED PRISING AND SCHEDULING OF GRADING AND THE USE OF TEMPORARY AND PERMANENT PREVENT EROSION ANDOR THE INTRODUCTION OF POLLUTANTS INTO EXISTING PUBLIC i TRAFFIC,WHICHEVER SOIL STABILIZATION. STREETS ANDOR ADJACENT PROPERTIES DURING ANY PHASE OF CONSTRUCTION. �, I I IS GREATER. CRUSHED AGGREGATE GREATER 8. ONCE DISTURBED,GRADED SLOPES EXCEEDED 3:1 RATIO AND/OR TEN(10)FEET IN HEIGHT2. FOR PROJECTS THAT REQUIRE COVERAGE UNDER THE GENERAL CONSTRUCTION PERMIT, THAN 3•BUT SMALLER THAN 6" (TEMPORARY OR PERMANENT)SHALL BE STABILIZED IF THEY WILL NOT BE WORKED WITHIN THE STORM WATER POLLUTION PREVENTION PLAN(SWPPP)SHALL BE KEPT ON-SITE AND 7 DAYS.DIJRING THE STORM SEASON,ALL SLOPES SHALL BE STABILIZED 24 HOURS PRIOR MADE AVAILABLE UPON REOUIEST OF A REPRESENTATIVE OF THE REGIONAL WATER I PLAN VIEW CORRUGATED STEEL ORIGINFILLER FABRIC TO A PREDICTED STORM EVENT.CONSTRUCTION SITES SHALL BE REVEGETATFD AS EARLY QUALITY CONTROL BOARD(ROWCB)-SATA ANA REGION ANOIOR THE CITY OF LINE i O ° a a GRADE N.T.S. PANELS o `b as ° p Da ° oa AS FEASIBLE AFTER SOIL DISTURBANCE AND WITHIN 7-OAYS OF COMPLETION, ELSNORE. 7. FILL SLOPES AT THE TRACT PERIMETER MUST DRAW AWAY FROM THE TOP OF THE SLOPE 3. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED NOTE: AT THE CONCLUSION OF EACH WORKING DAY STORM DOES NOT CARRY WASTED OR POLLUTANTS OFF THE SITE.DISCHARGES OF i MATCH EXISTING CONSTRUCT CHAIN LINK FENCE L 12•MIN,UNLESS OTHERWISE SPECIFIED 8. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE SIGNS POSTED ON THE SITE TO MATERIAL OTHER THAN STORM WATER(NON-STORM WATER)ARE PROHIBITED EXCEPT AS A T CURB & CUTTER I GRADE BY A SOILS ENGINEER WARN AGAINST PUBLIC TRESPASS INTO AREAS WHERE WATER IS IMPOUNDED. AUTHORIZED BY AN MIDPADIIAL NPDES PERMIT UNDER THE STATEWIDE GENERAL PERMIT- 9. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CRY CONSTRUCTION ACTIVITY. 2 GRAVELBAGS OVERLAPPING HIGH SECTION B-B R. 4. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO:SOLID OR UIXID CHEMICAL TO. PLACEMENT OF DEVICES TO REDUCE EROSION DAMAGE WITHIN THE DEVELOPMENT SHALL SPILLS;WASTED FROM PAINTS,STAINS,SEALANTS,SOLVENTS,DETERGENTS,GLUES,LIE, 50'SPADING ND AS NOTED ON PLAN) EDGE OF(;LITTER N.T.S. BE SHOWN O N THE APPROVED PLAN (NOT TO EXTEND INTO TRAVEL WAY) STAABL®CONST.ENTRANCE PESTICIDES,HIERBICDES,FERTILIZERS,WOOD PRESERVATIVES,AND ASBESTOS FIBERS, PANT FLAKES OR STUCCO FRAGMENTS;FUELS,OILS LUBRICANTS,AND HYDRAULIC, N.T.S. Z 11. DESLTIG.FACILITIES AT ALL DRAINAGE INLETS FOR THE GRADED SITE SHALL BE DESIGNED FACE(X'CURB p FOR A TWENTY-FIVE(25)YEAR,SIX(6)HOUR STORM INTENSITY.THE MUST BE DETAILED ON RADATOR OR BATTERY FLUIDS;CONCRETE AD RELATED CURING OR CURING RESALES, FLOW THE PLANS.DESIGN AND SPECIFIC RECOMMENDATIONS SHALL BE SUBMITTED FOR THE FLOATABLE WASTES;WASTES FROM ENGINEAQIIPMENT STEAM CLEANING.OR CHEMICAL f m 3 FOLLOWING.: DEGREASING;WASTES FROM STREET CLEANING;AND SUPER-CHLORINATED POTABLE WATER FROM LINE FLUSHING AND TESTING.DURING CONSTRUCTION,DISPOSAL OF SUCH j b) THE EXTENT G BASIN ALL GRADED BASED ON AND IDENTIFICATION AND NATURE N SOILS. MATERIAL SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON.STTE BACK OF CURB JOG AI INTH MIRE I m I b) THE EXTENT(F ALL GRADED AREAS AND N3ENTIFICATION OF ANY TEMPORARY SOIL PHYSICALLY SEPARATED FROM POTENTIAL STORM WATER RUNOFF,WITH ULTIMATE STABILIZATION MEASURES. NAA DISPOSAL N ACCORDANCE WITH LOCAL,STATE AND FEDERAL REQUIREMENTS. GRAVEL BAG CHECK DAM c) SIZE OF DESLTNG BASIN OUTLET PPE AND OVERFLOW. 0) DIKE REQIIIEMENTS. MINIMUM %M MINM WALL WIDTH,SLOPE OF WALLS,PERCENT 5. RUNOFF FROM EQUIPMENT AND VEHMICLE WASHING SHALL BE CONTAINED AT , COMPACTION,ETC. CONSTRUCTION SITE AND MUST NOT BE DISCHARGED TO RECENNG WATERS OR THE PER BMP SE-4 1DDLE AND VERTICAL WIRES .) OUTLET CONDITIONS FROM THE DESRTING BASIN SHALL NOT EXCEED DOWNSTREAM LOCAL STORM DRAIN SYSTEM. I LIMITATIONS.WITH THE EXCEPTION OF OVERFLOW.WHICH S TO BE DESIGNED TO PROVIDE 6. APPROPRIATE BMPS FOR CONSUCTIOWRELATED MATERIALS,WASTES,SPILLS OR 10'MIN I SHALL B 12 1 2 GAUGE MIN CAPACITY OF 1.5 TIES THE MAXIMUM DESIGN FLOW. RESOLES SHALL BE IMPLEMENTED TO ELIMINATE QR REDUCE TRANSPORT FROM THE SITE TOP AND BOTTOM 12. NECESSARY MATERIALS SQUALL BE AVAILABLE O4SITE AND AT CONVENIENT LOCATIONS TO TO THE STREETS,DRAINAGE FACILITIES,OR AD ONING PROPERTIES BY WIND OR RUNOFF. STRAND SHALL BE AG FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED 7. MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED.FUEL TANK,PORTABLE 10 GAUGE W.N. EROSION CONTROL MEASURES WHEN A 50%CHANDE OR GREATER OF RAIN WITHIN A 48 TOILETS,LIQ UIDS,GELS AND POWDERS SHALL HAVE SECOND PLYWOOD SECONDARY CONTAINMENT BE PL X 24� HOUR PERIOD IS FORECAST FOR LAKE ELSINORE BY THE NATIONAL OCEANIC AND STORED AWAY FROM ALL PRNATEGPUBLIC STORM WATER CONVEYANCE SYSTEMS, 48*PAINTED'MITE B B ATMOSPHERIC AGENCY(NOAA). SIDEWALKS,RIGHTS-OF-WAYS AND FLOP'U ES. 13. BMPS SHALL BE MAINTAINED AND INSPECTED DAILY TO MIMM12E ANOIOR PREVENT THE 8. ALL PORTABLE MIXERS SHALL HAVE PLASTIC LINERS UNDERNEATH WITH GRAVEL BAGS ENTRAP RENT OF SOIL IN RUNOFF FROM DISTURBED SOIL AREAS ON CONSTRUCTION PLACES ON THE DOWN-HILL SIDE OF THE LINERS TO CONTAIN DISCHARGES. INSTALL TEMPORARY CHAIN vG Q,),E�. IMRE FX 1ER FAAftN SITES.ALL REMOVABLE PROJECTIVE EROSION CONTROL DEVICES SMALL BE IN PLACE AT 9. CONTROLLED STREET WASHING WILL ONLY BE ALLOWED PRIOR TO THE APPLICATION OF UNK FENCE PER DETAIL 5.2 THE END OF EACH WORKING DAY WHEN THE FOUR(4)DAY RAIN PROBABILITY FORECAST ASPHALT SEAL COATS AND ONLY WHEN ALL PERTINENT DRAINAGE INLETS ARE PROTECTED. A. EXCEEDS FORTY PERCENT(40%). 10. ALL CONSTRUCTION CONTRACTORS AND SUBCONTRACTOR PERSONNEL ARE TO BE►HOE BLACK LETTERS 1. VANE SMALL BE A MINIMUM OF 14. AFTER A RAINSTORM,ALL PROJECT GENERATED SILT AND DEBRIS SHALL BE REMOVED AWARE OF THE REQUIRED BMPS AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT B CKHEI LE 1. R WITH AND SHALL HAVE A FX FROM CHECK BERMS,ONSITE PUBLIC INS DRA AND PIPES,DRAINS AND PIPES OF ADJACENT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS. 7FR F.IBR'C PROPERTIES AND DESILTING BASINS AND THE BASINS PUMPED DRY.ANY GRADED SLOPE 11, DISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING CONCRETE MIAIILpM OF 6 LIME VANES WITH BOPS DAMAGED DURING A RAINSTORM SHALL ALSO BE NA I MEDATELY REPAIRED.FAILURE GROUNDWATER THAT HAS INFILTRATED INTO THE CONSTRUCTION SITE IS PROHIBITED. WASHOUT CQIlPACIFD FALL TO PROVIDE EFFECTIVE MAINTENANCE AWAY RESULT IN PENALTIES. DISCARNG NON-CONTAMINATED GROUNDWATER PRODUCED BY DEWATERNG ACTIVITIES 1 STAY ASM . 15. DIS ING CHARG OF CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED. MAY REWIRE A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM DES)PERMIT _ - 2 FILTER F FABRIC SHALL BE A �l 16. CONSTRUCTION ACCESS POINTS SQUALL BE STABLUED WITH A COMBINATXIN OF ROCK AND FROM THE REGIONAL WATER QUALITY CONTROL BOARD. 10 MIL PLASTIC UNNG PLAN AVEL AGS(TYP) MUMUM OF 36" IN WIDTH AND SNAKE PLATES YEAR40M TO PREVENT TRACK-OUT.ROUTINE STREET SWEEPING 12. STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER ANY SLOPES WITHOUT PERMANENT MT.q . I SHALL BE FASTENED ADEQUATELY SHALL BE PERFORMED ON ALL PAVED STREETS WHERE TRACKING IS OBSERVED.VACUUM DOWN DRAMS INSTALLED,EROSION AND SEDIMENT CONTROLS HOLLOW MAINTENANCE � TO THE WIRE. SWEEPERS SHALL BE USED WHEN STREET SWEEPING BECOMES INEFFECTIVE. ARE REQUIRED ON ALL EXPOSED SLOPES UNTIL SUFFICIENT PERMANENT LANDSCAPING TYPE"ABOVE G tAWt STEEL PAST- 2� "pE W HAS BEEN ESTABLISHED.100%SLOPE PROTECTION MUST BE IN PLACE PRIOR TO THE 3. STEEL POST SHALL BE 5'-0" IN PRST - -O LaEPTM OF THE FINAL TE OF OCCUPANCY. 13, VEG�ETATILN CLEARING AND BRUUSSHING ACTIVITIES SWILL NOT BE INITIATED DURING THE N9IES �J __y ) T�F-FASTENI R ANGLE STEEL FXIENSIGW Cr FA�AC ANO 10 MIL PLASTIC LINING 1 HEIGHT AND BE OF THE m _ WET SEASON ON ANY SITES WHICH ARE NOT ADEQUATELY PROTECTED WITH DESILTING 1.ACTUAL LAYOUT DETERMINED IN FIELD. I BASINS OR OTHER TEMPORARY DRAIAGE OR CONTROL MEASURES. UIRE AVM 13 LIST OF BMP S: 14, STOCKPILES OF SOIL SHALL BE PROPERLYSECUEDWTHBMPSTOELIMNATEORREDLICE 2.THHE CONCRETE WASHOUT SIGN SHALL BE 4. WOOD POST SHALL BE 6'-O" IN Z SEDIMENT TRANSPORT FROM THE SITE TO STREETS,DRAINAGE FACLITES OR ADJACENT INSTALLED WITHIN 30 FT-OF THE TEMPORARY • , Z .EC-1 SCHEDULING HEIGHT AND 3" IN DIAMETER. PROPERTIES. CONCRETE WASHOUT FACILITY. i C. .EC-5 SOIL BINDERS 15, STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO ELIMINATE OR REDUCE ! 3 .EC-15 SOIL PREPARATION/RW GHERNG SEDIMENT TRANSPORT FROM THE SITE TO STREETS,DRA 444E FACILITIES OR ADJACENT - ! �� OLT FENCE DETAIL i 8 • PROPERTIES VIA RUNOFF,VEHICLE TRACKING OR WRNEI.INACTIVE FOR A PERIOD OF 14 SE-1 SILT FENCE .SE-2 SEDIMENT BASIN DAYS OR MORE SWILL RECOVERED;ACTIVE STOCKPILES SHALL BE COVERED PF"TO SECTION B-B PER BMP SE-1 I m FORECASTED RAIN. N.T.S. •SE-4 CHECK DAM 16. FOR PROJECT REOUIRING COVERAGE UNDER THE CONSTRUCTION GENERAL PERMIT, .SE-6 GRAVEL BAG BERM SPECIAL ATTENTION SHALL BE GIVEN TO PREPARATION AND INSTALLATION OF THE RAN 100'MAX(TYP.) EVENT ACTION PLAN(REAP)AS REQUIRED BASED ON SITE RISK LEVEL OR AS MANDATED BY I . .SE-7 STREET SWEE)PINNG AND VACUUMING THE SANTAANA REGIONAL BOARD WOES PERIT,GENERAL PERMIT-CONSTRUCTION E WASH-OUT DETAL LLOWLINE .SE-10 STORM DRAIN INLET PROTECTION ACTIVITIES. � . WE-1 WIND EROSION CONTROL 17. AT THIS END OF EACH DAY OF CONSTRUCTION ACTIVITY,ALL CONSTRUCTION DEBRIS ND . TC-1 STABILIZED CONSTRUCTION ENTRANCEAXIT WASTE MATERIALS SHALL BE COLLECTED AN PROPERLY DISPOSED OF IN COVERED DItEC110N TRASH OR(COVERED RECYCLE BINS. . TC-3 ENTRANCE/OUTLET TIRE WASH 18. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM Y •NS-1 WATER CONSERVATION PRACTICES (WOES)PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. PLACE TRUE DAM ON GROUND EDIDI 83337T106 DATEWDIDISSUED: 10A3R016 NTH AGGREGATE POUCH •NS-3 PANIC AND(GRINDING OPERATIONSNPOSW C FILTER FABRIC TU5 CORN 19. THE UNDERSIGNED CIVIL ENGINEER,A QUALIFIED QSP ARDOR OSO WILL REVIEW < •NS-6 ILLICIT CONNECTION/DISCHARGE PLACEMENT OF EROSION CONTROL�NND INURE THAT WORK IS IN ACCORDANCE WITH THE NOTES: _� \-� 1. GRAVEL BAGS SHALL BE STACKED TO 12"MIN.HEIGHT •NS-7 VEHICLPOTABLE AND EQUIPMENT C APPROVED PLAITS. � --•-i.� - � {F2QIp0 FILTER FABRIC PUCE TRUE DAM ON GROUND ; 2, THE ROWS SHALL BE SPACED AT i(D'MAX.INTERVALS •NS-B VEHICLE AND EOIIPMENT CLEANING Eas 70 WTH AGGREGATE POU(71 •NS-9 VEHICLE&EQUIPMENT FUELING (SIGRNNRE)(RCEU4(F-M(WE) IU L7 RCE 7734D < •NS-10 VEHICLE t EQUIPMENT MAINTENANCE CURB INLET CATCH BASIN -m •NS-12 CONCREll CURIO : GRAVEL BAG VELOCITY F�UCEF9 •NS-13 CONCRE FINSHINc INLET GRAVELBAGGING DROP INLET CATCH BASIN PER BMP SE-4 . WA-1 MATERIAL DELIVERY AND STORAGE ELEVATION • WM-2 MATER USE PUCE BAGS FLAT& ( ) . VA-3 STOCK MANAGEMENT FIRMLY IN PLACE N.T.S. INLET GRAVELBAGGING EROSION CONTROL NOTES: (ELEVATION) YM-5 SOLD WASTE MANAGEMENT "' INSTALL 2 GRAVEL BAGS HIGH EROSION BERM PER DETAIL ON SHEET 15 . VA-4 SPILL VEIN N AND CONTROL 2 BAGS HIGH (ELEVATION)INLET CATCH BASIN N.T.S. t��-INSTALL 2 GRAVEL BAGS HIGH CHECK DAM PER DETAIL ON SHEET 15 .�. • WM-6 HAZARDOUS WASTE MANAGEMENT FILTER FABRIC �; • VW-8 CONCRETE WASTE MANAGEMENT EOS 70 DROP INLET CATCH SIN -IISTAII STABMJZtD C(XISTRIICTICI EN7RAIKE/EXIT PER DETAIL,ON SHEET 15 _ 1 m . • WM-9 SANITARY/SEPTIC WASTE MANAGEMENT FILTER FABRIC I'!t -DESIGNATED CONCRETE WASH PFF PER CASOA BMP FACT SHEET MM-8,SIGN DETAIL ON SHEET 15 �I ADJUST AND MOVELBAG ROW HEIGHT WITH E05 70 @-INSTAL SILT FENCE PER DETAIL ON SHEET 15 3 DEMAND AND MOVEMENT(X-EARTHWORK TYPICAL SECTION (VARIES). PUCE TRUE DAM ON GROUND PUCE TRUE DAM ON GROUND (EO-� PROVIDE SO INLET PROTECTION PER CASGA BMP SE-10,PER DETAIL ON SHEET 15 TYPICAL ELEVATION NTH N.T.S. WITH AGGREGATE POUCH NTH AGGREGATE POUCH L�S7REET SWEEP C A N.T.S. INLET GRAVELBAGGING INLET GRAVELBAGGING � PLAN PLAN AL A INSTAIL GRANT BAG VELOCITY REDUCER PER DETAIL ON SHEET 15 - m TYPICAL GRAVELBAG DETAL M.T.S N.T S. n1 -INSTALL DOUBLE SIDED STRAW BLANKET ON SLOPE AFTER SEEDING AND FERTILIZING SLOPE PER CASs BMP EC-7 n s . . @-CONCRETE WASTE MANAGEMENT AREA PER CASOA BMP AM-8 CATCH BAM AND GRATE @0--CONCRETE SOLID WASTE MANAGEMENT AREA PER CASQA BMP WM-8 M..Er DUAL @�-INSTAL TEMPORARY SANTARY FACKJ71ES PER CASOA BMP'AM-9 E" RIWwwhaaft A' PER BMP SE-10 No--MATERIAL DELIVERY AND STORAGE AREA PER CASOA BMP WM-1 a ca1911Yalaw N06 bV M/10/A 7 I@-MATERAL STOC(PM.E LOCATION(I-REWIRED)PER CASOA BMP WM-3 MARK SIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE DAVID 9VANi CENTRAL PLAZA CITY OF LAKE ELSINORE APPROPRIATE CONDITIONS (%'DEVELOPMENT AND/OR CITY AND STATE SHEET LAWS AND A PERMIT MAY BE ISSUED. / A.oAiSOC1ATt•INTO. 0 PARCEL 1-a OF TPM 37284 16 ' 4141 E.kdvW Empn BN1f,S.N.250 C,N �",, SCALE: BENCH MARK: Onm Cmift i 91764 =t FTaGe:909.481.5750 Foc W9.461.5757 FG CITY OF LAKE FLSINORE BY 16 1p`o p48 (-o AS SHOWN ON PLANS B-95--Ss: CMsm SQUARE ON TOP 4 2! OF HEADWALL APPROXIMATELY 45' SHEETS BRAD FAGRELl, R 3920 DATE P DER SUPERVISION ()F: �Yf DATE: SWL�AONG TE��TERUNE OF EROSION CONTROL FILE No. >: CITY ENGINEER • CALQUE THE SOUTHERLY END OF HEADWALL PLAN �1 4/w �& CITY OF LAKE ELSINORE A `� - ELEV.: 1270.68(NAVD 29) PLAN 1 1�flOV S