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Home My WebLink AboutOn-Site Civil Improvement Plan Walmart 29260 Central Ave 1 2 3 4 1 5 6 7 B 9 10 11 12 13 14 15 16 17 18 19 1 20 A SITE CAMBERN VENUE ON-SITE CIVIL IMPROVEMENT PLANS FOR: ■ w �ito ww P wWalmart . . B ti BF- �� a~i ' -N U A m Z D N DEXTER w AVENUE 15 C PACER SUPERCENTER #2077-07 D CQRQNq FREEWqy CENTRAL AVENUE (74) & CAMBERN AVENUE Z U CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, CALIFORNIA D SITE LOCATION MAP NOT TO SCALE ENGINEER'S NOTICE UTILITY RESPONSIBILITY MATRIX FOR THIS PROJECT MINING THE COURSE THAT HE sNAL ASSUME FXL SINE AND COMPLETE PERSONS A DY FOR JOBPROPERTY SITE CONDIIONs DURING I E COURSE OF YCONSTRUCTION.CONTINUOUSLY S NANIDNO SAFETY OF ALL PERSONS AND T'ROHIM THIS REDLL C IND APPLY AND HOLDTHE NOT NOT ENGINEER m NORMIL WORKING HOURS. THE FROM ANY AND AL Y,REALTORSHAL - ADDITIONAL AGENCIES CONTACTS: SHEET INDEX .CUM.� +MINPf�� OWNER AND ON TM D AL OR UTILffY/ GOVERNING FROM THE SOLE NEGIX#NCE OF WE OWNER OR DOWER. E AGENCIES CONTACTS CONTRACTOR RESPONSIBILITY OTHERS RESPONSIBILITY WALMART UTILITY CONTACT PLANNING EVANWD z ALL APPROXIMATE URINES OR D EXTENT. EREFORMOWNER CO FOUND ON PUBLIC RECORDS,ARE PROCEEDING INDICATED WITH! TIER IMPROVEMENTS LOCATION AND E70O A THE OWNER.8Y D HOLD T ETHESE PEWS OR PROMEDING CORN SC GAS-MURRIETA WA -COORDINATE ACITMES WITH CAS COMPANY -SERVICE FROM THE POINT OF CONNECTION AT THE Exl W CRY OF LAKE ELSINORE ELSINORE VALLEY MUNICIPAL WA1tJ2 DISTRICT TIE M RESULTING HEREON,ACRFLS m AssLME IlAA11Y AND IOID THE ENGINEER HAIMLESS FOR ANY CONTACT:BRUCE WAODELL TO BMW PWXLA11ON OF GAS LINES ARE COMPLETED LIE UP TO AND INCLUDING SETTING OF METER WILL BE BY COMMUNITY DEVELOPMENT DEPARTMENT, 31315 CHANEY STREET ON-SITE CIVIL IMPROVEMENTS; 1111Afk5 RESLLTIG FROM TIE DISTANCE OF UNDERGROUND URJTES OR STRUCTURES NOT REPORTED OR 1981 W.LUGONIA AVE PRIOR TO ASIOCT OR CURB PLAmlort THE GAS COMPANY-PRESENT RESPONSIBLE PARTIES PLANNING DIVISION LAKE ELSINORE,CA 92530 INDIDDED ON PUBLIC RECORDS.OR THOSE CONSTRUOEO AT VALANCE WITH REPORTED OR RECORD LOCATIONS. REDLANDS,CA 92374 -INSTALL BOUARD PF410 N AS SHOWN ON THE PLANS 130 SOUTH MAIN STREET (951)674-3146 1. C-0.0 COVER SHEET TIME CONTRACTOR IS REARED TO TAKE DUE PRECAUTIONARY MPSURES TO PROTECT THE tNRnE$OR 909)335-7507 AND PER THE GAS COMPANY AEQIMRDID/IS LAKE ELSINORE,CA 92530 2. C-1.0 OVERALL SITE PLAN STRUCTURES SHOWN AND ANY OTHER FOND AT THE STIE IT SHALL BE THE CONTRACTOI RESPONSRINM m NOTIFY THE OWNERS OF AL URTLS OR STRUCTURES CONCERNED BEFORE STARTING WOK. 8WADDELLOSEMPRAUTILITIMCOM CONTACT:JUSTIN KIRK 3. C-1.1A ASPHALT PAVEMENT PLAN PHONE:(951)674-3124 4. C-1,1B CONCRETE PAVEMENT PLAN 3. THE DOWER PREPARING 1ESE PLANS WILL NOT 8E RMPaW&E FOR,OR LIABLE FOR UHALRIORQED TELEPH ONE( TIME WARNER CABLE-W -COORDINATE COMM ACWAIIES WITH TEILPIM 11DEPXONE COMPANY WILL PROVIDE AND INSTALL ALL 5. C-1.2 SITE PLOT PLAN CHANGES TO OR USES OF THESE PLANS. AL CHYIM TO THESE PLANS MUST BE IN WAITING AND MUST BE m EN F RIVERSIDE COUNTY COMPANYSURE INSTAIATIOT OF UMDERGROUIO TELDHOME CARES FROM WE POINT OF CONNECTION UP APPRM BY THE PREPARER OF III PLANS. CONTACT:COZETTE MILES LINES ARE COMPLETED PRIOR TOASPIMLT OR CURB m THE KNUAMIG ENGINEERING 6. C-2.0 OVERALL GRADING PLAN PLACEMENT 7. C-2.1 GRADING PLAN A gMN DIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. CONTRACTORS SHALL BE 1500 AUTO DENIER DRIVE CITY OF TAKE ELSINORE NG PLAN RESPONSISE FOR VDI AL QUANTITIES PRIOR m BIDDING FOR CONSTRUCTION. -WITH PE L ROPES.P II.LU SCIEDUE 10 PJC COIWIIS PUBLIC WORKS DEPARTMENT 9. C-2.3 GRADING PLAN (909)9, - 9176E MM PUL,FROM THE RING ALL E UP 7ILO AND - (909)975-3398 BAGOWLRAG.FROM THE RISER POE UP m TIE BIIBDING 730 SOUTH MAIN STREET COZETTE.MILESATWCABLE.COM - AND 60ALL Puu tXDI6 AS PER TELEPHONE LAKE ELSINORE,CA 92530 10. C-2.4 GRADING PLAN COMPANY REOUIREMENIS CONTACT:BRAD FAGRELL 11. C-2.5 GRADING PLAN -COORDINATE C011SIRO11011 ACTIVITIES WRIH 7ElIDH01E (957)674-3124 12. C-2.6 GRADING PLAN 13. C-2.7 GRADING SECT IONS PERMANENT BMP'S TABLE COMPANY m ENSUE THAT DIM.-IONS AND TI ARE COMPLETED TWO WEEKS PRIOR TO POSSESSION LAKE ELSINORE FIRE DEPARTMENT 14. C-3.0 STORM DRAIN PLAN G UTILIQUEST FOR SCE DIST -COORDINATE CONSTRUCTION ACTIVITIES WITH ELECTRIC -ELECTRIC COMPANY WILL PROW AND INSTALL ALL FIRE ADMINISTRATION L5. C-4.0 OVERALL UTILITY PLAN BMP NAME LATITUDE LONGITUDE SHEET LOCATION FI F[".fRIC COMPANY TO ENSURE INSTALLATION OF UNDERGROUND M41OWS NEEDED TO ESTABLISH PROW CAR" 130 SOUTH MAN STREET 16. C-4.1 WATER&SEWER PLAN SON JP�NTO LANES ARE COMPUTED PRIOR m ASPHALT OR CURB SMCE FROM PORT OF CONNECTION Q THE OWING 17. C-4.2 DRY UTILITY PLAN DMA 1 33.6929Y -117.33106' SHEET C-2.3 CONTACT:KIWI GURULE P�MEM WE UP TO THE TRANSFORMER CAKE CT:D ELSINORE,CA 92530 18. C-5.0 PICKUP STRIPING AND SIGNAGE PLAN (714)796-9932 -PROVIDE AND INSTALL 2-4'SCHEDULE 40 PVC OMITS PARTIES CONTACT:DOUG BLOOM WITH PULL ROPES,INCLUDING TRENCHING AND -ELECWc COMPANY WILL PROVIDE AND INSTAL PRIMARY (951)674-3124 20. C-6.0 SITE DETAILS DMA 2 33.69202' -117.33191' SHEET C-2.3&C-2.6 BACKFILLING.FOR THE UNDERGROUND PORTM OF THE GUILE FOR AL UNDERGROUND LINES UP m THE 20. C-6.1 SITE DETAILS PRIMARY FROM THE RISER POE UP m THE TRANSFORMER. TRANSFORMER 21. C-6.2 SITE DETAILS DMA 3 33.6917T -117.33226' SHEET C-2.6 SCHEDULE ED PC CONOUTs WALL BE USED ON THE RISER DEVELOPMENT TEAM: 22. C-6.3 SITE DETAILS DNA 4 33.69263' -117.33337' SHEET C-2.5 POLE AND ROD METAL.LONG RAMS.ELBOWS SHALL BE 23. C-7.0 STORM DETAILS USED POLE WHIERETRANS THE U IDERG�D PORTION MEETS THE RISER DEVELOPER ENGINEER 24. C-7.1 STORM DETAILS DMA 5 33.69300' -117.33363' SHEET C-2.5 ANDH -CONSTRUCT IRAN ORVFR PAD AS PER THE ELECTRIC 25. C-7.2 STORM DETAILS COMPARES SPECIFICATIONS 26. C-7.3 STORM DETAILS DNA 6 33.6929Y -117.33318' SHEET C-2.5 -PROVIDE AND INSTAL ALL SECONDARY SERVICE AND 4. 27. C-8.0 SEWER DETAILS MATERIALS i1% , EE��ll�Y� 28. C-9.0 DRY UTILITIES DETAILS DMA 7 33.69360' -117.33341' SHEET C-2.4&C-2. SANITARY SEWER ELSINORE VALLEY MWD -PROVIDE AND INSTALL SANITARY SOB -URLUT'Y AGENCY TO INSPECT ALL COMM"INSTALLED FADIIlTIL5 STORES,INC. CONTACT:JOIN NOURZAD 29. C-10.0 DEMOLITION PLAN LINES AMD ASSOCIATED AP"DANOS PER THE PINS DMA 8 33.6935F -117.33246' SHEET C-2.2 CONTACT:GREG KOWOLSKI ,HID SPECIFICATION 2801 S.E. 10%STREET,BARK W DECUR1E PARK,STE. 100 P.O.BOX 3000 -ALL PUBLIC AND PRIVATE SAMRAM'SEWER LINES SHALL BE BENTONVILLE,ARKANSAS 72716 IRVINE.CA 92612 EROSION&SEDIMENT CONTROL PLANS DMA 9 33.69407 -117.33389' SHEET C-2.1 &C-2. LAKE ELSINORE,CA 92531 PVC AND RATED SDR 26 (479)273-4000 (949)206-0450 951 789-5032 -COORDINATE REQUITED INSPECTION SERW6E5 WHIM BMW - DNA 10 33.69204' -117.33267 SHEET C-2.6 ( ) OF ARID CM OF ANYROMN 30. ES-1 COVER SHEET PUWORI6.SEE UTILITY PUN FORDS. ARCNITECT GEOTECNNICAL ENGINEER 31. ES-2 SWPPP IMPLEMENTATION SEQUENCE&LIMITS OF WORK DMA R2 33.69283' -717.33311" SHEET C-3.0 -PROVIDE AND INSTAL Al WATER MANS AND ASSOCOOED 32, ES-3 PHASE 1 EROSION&SEDIMENT PLAN APRODIA GES PER THE WAS AD SPECIMYION RAYMOND HARRIS ASSOCIATES(RNA) MOORE TIINNG ASSOCIATES,INC. 33. ES-4 PHASE 2 EROSION&SEDIMENT PLAN DMA R3 33.69220' -117.33234' SHEET C-3.0 WATER ELSINORE VALLEY MWD -ALL PUBLIC AIID PIVAIE WATER MUMS SMALL BE C-900 -UTILITY AGENCY TO INSPECT ALL CONTRACTOR INSTALLED FACILITIES CONTACT:TY HOLCOMB CONTACT;ALLEN HARKER 34. ES-5 SCHEDULE,INFORMATION AND SUMMARY TABLES CONTACT:GREG KOWOLSKI FIX,DR14 MASS 2OO -CITY WALL SUPPLY THE METERS 211 N.RECORD STREET SURE 222 2527 FRESNO STREET 35. ES-6 DETAILS NOTE:ORNNAGE MANAGEMENT AREA BOUNDARY SEE WQMP SITE PLAN IN THE WQMP REPORT. -ALL PORNONK OF THE FIRE PROTECTION WATER SYSTEM P.O.BOX 3000 DAl1A5,7X 75202 FRESNO,CA 9372E LAKE ELSINORE,CA 92531 5 O A1ID BY A UCETSED FlC�SPRINGER 37. ES-7 DETAILS (214)290-7037 (559)268-7021 37. ES-8 EROSION CONTROL PERFORMANCE$TAN DARDS&DETAILS (951)789-5032 -�PORTIONS E IN OAS LLED MON E UM ING CN TRACT R 38. ES-9 OFF-SITE EROSION CONTROL OVERALL PLAN LMU5 MAY BE INSTALLED BY TE PLUMBING CONTRACTOR -COORDINATE REQUIRED INSPECTION SERWICES WfM ENGINEER PFURI WO�SEE viiLhPLiH REAINEI& ELSINORE VALLEY MUNICIPAL WATER DISTRICT PAN -PROVIDE AND INSTALL ALL WATER LINES VAUES.BENDS.ELBOWS, BENCHMARK: J J WATERANOSEWERIMPROVEMENTPLANS(10SFLEETS) WDID:u L O DESIGNATION STORM SEWER ELSINORE VALLEY MWD -PROVIDE AND INSTALL AL STORM SEWER LIES AND -UTLRY AGENCY TOINSPECT ALL CONTRACTOR INSTALLED FACILITIES AGENCY:RIVERSIDE COUNTY TRANSPORTATION COMMISSION UNDERGROUND FIRE PREVENTION PLAN CONTACT:GREG KOWOLSKI ASSOCIATION ATED RIQAt S PER THE PLANS AND P.O.BOX 30DO -REFER TO GRADING PLAN FOR INFORMATION ON ALLOWABLE ELEVATION: 1316.96 FEET FP-1 thru FP-3 FIRE PREVENTION PLAN NOTES TO CONTRACTOR: LAKE ELSINORE,CA 92531 STORM SEWER RMTERMIS 1(951)789-5032 MONUMENT TYPE: FOUND 2'BRASS DISC WITH 10'CONCRETE COLLAR LANDSCAPE PLAN I. THE SITEWORK FOR THE RETAIL PORTION OF THIS PROJECT SHALL MEET OR EXCEED THE"SITE SPECIFIC SPECIFICATIONS." THIS MATRIX HAS BEEN PROVIDED FOR INFORMATIONAL PURPOSES.THE CONTRACTOR SHALL PROVIDE ANY AND ALL THIS MATRIX HAS BEEN PROVIDED FOR INFORMATIONAL PURPOSES.THE CONTRACTOR LOCATION:SOUTHWEST CORNER CENTRAL AVENUE ARID CAMBERN AVENUE(DOWN 10) K SHALL PROVIDE ANY AND ALL APPURTENANCES,TRENCHING AND BACIMLL,AND OTHER INCIDENTALS TO MEET OR EXCEED THE SPECIFICATIONS OF THE ITEMS LISTED.APPURTENANCES,TRENCHING AND L-O.0 thru L-17.0 LANDSCAPE&IRRIGATION PLANS(18 SHEETS) 2. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES BACKFILL,AND OTHER INCIDENTALS TO MEET OR EXCEED THE SPECIMATIONS OF THE ITEMS LISTED. DATUM: NGVD 1929 - AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO PHOTOMETRIC PLAN CONTRACT COMPLETION AND THE FINAL CONNECTION OF SERVICES. BASIS OF BEARING: SP-1 PHOTOMETRIC SITE PLAN THE CENT UNE OF CENTRAL AVENUE SHOWN AS NORTH 4Y46'43'EAST PER PARCEL MAP NO.32369,PARCEL MAP BOOK 209.PAGES 84 THROUGH 88,RECORDS OF A.L.T.A.SURVEY: RIVERSIDE COUNTY'CALIFORNIA. SOILS ENGINEER'S CERTIFICATE: BOUNDARY&TOPOGRAPHIC SURVEY(4 SHEETS) L YESE GR40M PHIS NNE SEEN REWEWED BY THE UNDERSIGNED AND FOUND TO IE IN COEORMANCE OFFSITE CITY IMPROVEMENTS: - WITH THE RECOMMENDATIONS AND SPECIFICATIONS OUTLINED IN THE GENEMWBCAL ENGINEERING INVESTIGATION RUM PREPARED FOR THIS DMOPIENT. CONTRACTOR SHALL CONTACT 811 1 THRU 13 OFFSITE CIVIL PLAN FOR LOCATION OF ALL UTILITIES,AT (CAMBERN AVE&THIRD$T) LEAST 72 HOURS PRIOR TO 1 THRU 12 OFFSITE CIVIL PLAN BEGINNING CONSTRUCTION (CENTRAL AVE) M Wl;g now= RCE NO. DATE ESE PLANS DEVELOPMENTVE BEEN REVIEWED FOR COMPLIANCE AND/OR CITY AND STATE LAWS,AND AITH THE APPROPRATE PERMIT MAY BE ISSUED.CONDITIONS PREPARED BY: SEAL ` BENCHMARK: CITY OF LAKE ELSINORE DRAWING NUMBER MARK REVISIONS APPR. DATE OF 30 Executive Park,Suite 100 FSV DESIGNATION 13433 AGENCY:RIVERSIDE COUNTY TRANSPORTATION COMMISSION. ,NJ Irvine,CA 92614 'OV,N NOUgr'o CONCRETE COLLAR UMENT LOCATION:ELEVATION: 1316. FEET. NSOUTHW ST CORNER N CENTRAL AVENUE ANDTYE. FOUND 2"BRASS DISCH CAMBERN/ WW 66i L 949 296 0450 f:949 296 0479 T AVENUE(DOWN 1.0').AGENCY:NGVD 1929 WALMART SUPERCENTER#2077-07 C_0 a,0 NO• �039 SCALE: DRAWN: BB 2�60CENTRAL AVE LANE ENTPLA CA92532 i�st�F'�.-.•.m.- ccc///��""��--- g-21-I 4 E.P.12 31 zo * ON-SITE IMPROVEMENT PLANS SHEET 1 OF 38 08/08/19 NSA COVER SHEET RE�MOHNG CITY ENGINEER HABIB E 83156 DATE J OUR AD RCE No. 46039 DATE U?4fE OF VCAq ��F DATE: CHECKED: JP FILE No. APTII 10, zoTs FIlename:P:\2008\2008006W\ CURRENTDRAWINGS\PRODUCTION FILES\ONSRE\200800688-C-0.0-TL n,_.nu_..i.n ENG•7A1Tj•Qc,07 1 1 2 1 3 1 4 5 6 1 7 18 1 9 10 11 1 12 13 14 15 116 17 118 19 1 20 ! SITE LEGEND I I � I / ` ( I REM O�IRON OIMNIR,' b 6'WIDE FIRE LANE STRIPING PAINTED TRAFFIC RED W/"NO PARKING FIRE LANE" J I A t -- fA / f \ I L q PAINTED WITH 4"HIGH WHITE LETTERING AT 25'O.C.SEE DETAIL•A•,SHEET C-6.2. ripLF - X �-..Y,�� i �•�•� 4"S ONLY IN FRONT OF SUPERSTORE PER THIS PLAN AND OTHER FIRE LANE STRIPING (P)STREET IMPRo�MEN►s_�- CAMBERN AVE _ LOCATIONS SEE FIRE PLAN SET. -- - _ - _ - Q T 601 AREA STRIPED AT SSYL/4'A 45'0 2'-0'O.C. 0 SF 6 PROVIDE 80'MINIMUM WIDTH CROSSWALK MARKINGS AT ALL GROCERY AND GM N48"5747*W -- - ° e - -- - - -- A - - - VESTIBULE ENTRIES.6'WIDE PAINTED WHOE STRIPING PARALLEL TO DIRECTION OF ---- - - - -54FI9'34_E_ �48193L'Wt_- -- 260.78 s Y r' © TRAFFIC AT 2'-0'O.C. AND(I)-B"WHITE STRIPE PERPENDICULAR ON BOTH ENDS 8,255 SF i '14"E- N 144.91' p � s.s+-• �•� d _ _ _ _ _ 15 SETBACK _�_ } 9y. SHEET CNOTED 07HERMSE SEE SITE Pl/N FOR DIMENS0NS,SEE DETAIL'C', e x R - n t.. �YY - h �r - 9- - - - f- - K - i 1 - - T�2se (LIMNS RN PEDESTRIAN CROSSING SIGN TYPICAL IAT PEDESTRIAN CROSSWALKS AS NOTED ON 9 EA p L � PLANS.SEE DETAIL'D', ' "E I y Y Q„^ 37 BEGIN 11 FUTURE ALIMENT SIGN R �. � G, I S N29 '0� � "YIELD"PAINTED WHITE ON PAVEMENT TYPICAL.. SEE DETAIL T,SHEET C-6.1. 9 FA S '. ® R¢' e ° s D a Tyr` 0 \ Z CONCRETE JOINTING AND FILLERS TO BE COMPLETED PER NAIL UYPICAL.OF ALL 22 '1✓)' ATYR ;, OF EXTERIOR CONCRETE EXCLUSIVE OF ARCHITECTURAL CONCRETE).SEE DETAIL'F•ON - <: O TLOT 1 "z301 =� t E P s 2 s R (P)GREASE INTERCEPTOR H•" "' °' SHEET C-6.1. ° '.12 E 3'4215a �. REFER TO ARCH/MEP PLANS :;4,114' „• 1 EXIT PORCH.SEE ARCHITECTURAL.PLANS FOR EXACT SIZE,LOCATION FOR STOOPS, ' n "� a © STAIRS AND/OR RAMPS THAT MAY BE REQUIRED.RAMP PAVEMENT FLUSH WITH THE 9 EA :95 TYP-'1.: P m BEf;INB u c c ` 0 s () K :.... C - ° P CMU SCREEN WALL- PER 1 TOP OF STOOP. P - �� DSYL/4 .►9 5 TYP ( ( Q �y PER ARCHITECTURAL PLAN I N4346'43'E �131 -col v _ 31 P P.' a e i END 3 e ka h ( 0 V PIP BOLLARD TYPICAL UNLESS NOTED OTHERWISE.SEE DETAIL'H•,SHEET 27 FA i N 8.03' _ O AT GRADE OVERHEAD DOOR LOCATION. SEE ARCHITECTURAL PLANS FOR EXACT 9 ii I I a N56'36'56'E d: ^s} R S, 38 EA EM .8 b c I G I G •62, - ' SIZE AND LOCATION FOR COORDINATION WITH CML PLANS. 80.57' W �TYPY U M v H H I 0 4"WIDE x 130'LONG X 10'SEPARATION x 2'BETWEEN EACH YELLOW PAINTED 1,040 LF u TRUCK ROUTE TRUCK ALIGNMENT STRIPES TYPICAL 16'X 42'CONCRETE COMPACTOR PAD AND 16'X 35'HEAVY DUTY PAD"LANDING p _ !� �. a ti - - - - - SUPERCENTER Q I 1 EA r�r� AREA". REFER TO ARCHITECTURAL PLAN FOR EXACT LOCATION AND SLOPE. ! i I OUTLOT 2 I5431120.00 39 .LF�45 TPP P v D E #20! -0/ .30;1: .4' © 87 SF CONCRETETRANSFORMER PAD.CONTRACTOR TO COORDINATE WITH LOCAL POWER COMPANY FOR DETAILS. N4S46'43 I 0.711 AC >I •D ,1 p �" I c^ t BALE&PALLET RECYCLE O ACCESSIBLE PARKING SPACE TYPICAL SEE DETAIL'M',SHEET C-6.0 FOR ° .10 +i P. 9Li TWP-1 f M R { C-151-GR-NO AREA AND ORGANICS �/ - ."° I ifi OM ACCESSIBLE PARKING SPACE SIZE,SIGN AND SYMBOL(VAN'-INDICATES VAN 21 EA I " 18919T - - -5451736.0' k t 40 D' .E „ �2 158,429 SF(APPROX.) ' f I Q7 ACCESSIBLE SPACE). iII _s4 1s' __ R}: B C F.F.E.=1303 ( ( ADA RAMP IN SIDEWALK.SEE DETAIL'N',SHEET C-6.0. 2 EA 1 _ u I 167.82 40 1YP. r i W ._ >S4 El ° P pS:.. H J I j O 8'-0"WIDE(OR AS SHOWN)PEDESTRIAN CROSSWALK.SEE DETAIL'0',SHEET 5 EA i�N43'46'43'E I 2.48 N} `� Ao S &1.5' C-6.2. _" n 1 69' OUTLOT 3 S43'40'27`W r c 9 5 6 CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR „;:; 2F D � I © CART CORRAL TYPICAL SEE DETAILS'P'AND'P1',SHEET C-6.3 14 FA , AREA 30.578 AC 82.07' p' T41RS 7S R V c EXACT LOCATION AND DIMENSIONS VESTIBULE,SLOPED S r - - - - - PAVING,EXIT PORCHES,RAMPS AND TRUCK DOORS,PRECISE ;;" I I - @ 10'X 15'STRIPED AREA PAINTED SYSL/4"AT 45'0 2'-0"O.C.AT JIB CRANE O EA END BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS " }}}�� y LOCATION. SEE ARCH.PLANS. 1 Z i i 14 k i (P)TRUCK DOCK WALL :.% I I- R 2'BUFFER FOR CAR OVERHANG.SEE NAIL'p',SHEET C-6.3. 4,350 SF n 1 f N46'19'32"W :. O P 41 U 6 PER ARCHITECTURAL PLANTYR WS 144.28' E ^• " n CONCRETE CURB OR CURB&GUTTER TYPICAL.SEE'BASE BID-ASPHALT PLAN` n i ii {,jW i I I 23.6' e a ,p a e N 9S:T14-I L-,::m� R3 I G 1 5 6,680 LF h i BEGIN a m m �' 4 a M c ), _- I^) � � AND/OR'ALTERNATE A-CONCRETE PLANN"FOR CURB TYPE AND DETAILS. i 1�01'06'd0 - 40281Y N �. _► p . H ' t i 1 12�.24' ... 41 P :". E (..+, -OT ATM RAMP It.SEE NAIL Y,SHEET C-6.0. 4 EA F 4 r i e ° ° ^' ^ ( Ti&, U ACCESSIBLE PARKING SIGN.SEE DETAIL'U',SHEET C-6.0.SIGN MOUNTING AND 21 EA y i I I i i X 0 ^ 41 S 1$'i 1$ lYP ( BASE PER DETAIL'SMB',SHEET C-6.1. a l I i MV19'32 - s " -° e ,p ..•N N� 9.5 TYP i f•- f`� "NO PARKING FIRE LANE'SIGN PER DETAIL W,SHEET C-6.3.SEE PLAN FOR 2' 1 S�W19'32"E '7YY'-'1.(-. 'o ae P Ira c..'' '�d L ( - LOCATION. AEA ' i •FK 4 BEGIN ^�x e a c 41 n7 TRUCK ! i Q PAVEMENT DIRECTIONAL MARKINGS. SEE DETAILS'W'AND'Wt',SHEET C-6.2. 17 EA ! I i52`��E Y J N TIC ■ I G _' j I Qx CONCRETE SIDEWALK.SEE THIS PLAN FOR SIZE.SEE DETAIL'X',SHEET C-6.2. 5,250 SF S46'1 9'32'E 7.0 s h 144.28' 27. P f Q "NO TRUCKS'SIGN. SEE DETAIL'Y',SHEET C-6.0. 5 EA G -- -=/'.�� " I , -� ...�...�... r ° e ..9 5 -�..}-• "`jam° o OZ "TRUCK ENTRANCE'SIGN. SEE DETAIL'Z',SHEET C-6.1.SEE PLAN FOR LOCATION. 2 EA �" I ,�N44'07'1 'E (- - - - - �r. R 41 ■ H Z GRAD SCALE O a 'STOP'SIGN.SEE DETAILS'a'AND'at',SHEET C-6.0. 11 EA I G �' J+ 11y8.1' S43'40'28'W ^y^x s �a0 60 ADA STALL WALKWAY.do CART CROSSOVER WITH 2'CONCRETE BUFFER.SEE DETAIL o ; i r• y 134.11' I 24 .„... B F ( GRAPHIC O OUTLOT 4 .r„ :.:::.,:' = :;tt ..... ..„.„„.„ .... .: �f ^ " n •M',sHr C-e.o. ' I S c5 "'�" . ^. _ ...„^.^ ^ „' ^m t W ;Ssfl"/1" © HIGH TRAFFIC AREA END CAP ISLAND.SEE DETAIL'c,SHEET C-6.0. 22 EA i u i I I J �. n °, a5 s� 5 ZP }� r a O.^ o g^ Tpp...9 6 Tip i ( IN FEET ) -r" - I 1 inch= BO fL Od LANDSCAPE PER LANDSCAPE PLANS - - -- a N4G16'59 W 26 30 n H ii I i. i t l t t _ 195.90' I 'S 546'16'5.UU11; _ _ _ _ _ _ _ . e ° �' Qe STOP BAR.SEE DETAIL'e',SHEET C-6.2, 11 EA 60.00' 4�16�9 iv i r S R S46'16'S9"E �- o S I OQ BUILDING SETBACK PER ZONING ORDINANCE - �� 9 a e 30 x30 257.4Y ,S 5 , R 146-16'S9'E I „3 ^ ■ SOLO' " , � " d / ISOLATION JOINT TYPICAL AT FIXED STRUCTURES(BUILDINGS,RETAINING WALLS/DOCK 7. i` 293.38' I � I f41 ii ! W�®N ■ ■i■i ■ n ( I / ® WALLS,DROP INLETS,MANHOLES,LIGHT POLE BASES AND BOLLARDS).SEE DETAIL III I ��i •�" --fi M 1 I 1 i x .r� � I r / •, SHEET C-6.1. IL SEE DETAIL BELOW © 'RKVff TURN ONLY*SIGN PER DETAIL W,SHEET C-6.0. 3 EA LIGHT LEGEND SITE NOTES p LEGEND © ACCESSIBLE'SITE ARRIVAL POINT,SEE PLAN FOR LOCATION AND LIMITS. 2,045 LF C) 6'LONG STRIPE WITH 18'GAPS-TYPICAL 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND PROPOSED PROPERTY LINE _ }n� `{,y - ® INSTALL 2'CURB OPENING PER DETAIL.'k'ON SHEET C-6.3. 45 EA OF PROPOSED BUILDING �lr .'I .1®, I © INSTALL ADA RAMP II PER DETAIL.'d'ON SHEET C-6.2. 6 EA CATALOG NUMBER:PER SEPARATE LIGHTING PIA! 2. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS i MOUNTING HEIGHT=30' - VESTIBULES,SLOPE PAVING,SIDEWALKS,EXIT PORCHES,TRUCK DOCKS.PRECISE BUILDING DIMENSIONS PROPOSED CURB OR CURB AND GUTTER D G i Qn INSTALL LIGHT BASE PER DETAILS'1v AND'W1',SHEET C-6.3. 40 EA POI FIXTURE PER PO AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. Q� E CATALOG NUMBER:PER SEPARATE LIGHTING PLAN 3. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL,SEED,MULCH,AND WATER UNTIL A 41 PROPOSED PARKING SPACES SSYL/4' x MOUNTING HEIGHT=30' HEALTHY STAND OF GRASS IS ESTABLISHED. 30"x3Q" e a A CONSTRUCT 3'CONCRETE BUFFER FOR LANDSCAPE PROTECTION PER DETAIL'p'ON 735 SF 2 FIXTURES PER POLE* 4. ALL CURBED RADII ARE TO BE 10'UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'. CART CORRAL p �/4' P,M !I,,�.. SKEET C-6.3. CATALOG NUMBER:PER SEPARATE LIGHTING PLAN 5. ALL DIMENSIONS AND RADII ARE TO 7HE FACE OF CURB UNLESS OTHERWISE NOTED. ->----- •---Y- ADA PATHWAY y V G) INSTALL MONUMENT SIGN PER ARCHITECTURAL PLANS 2 EA MOUNTING HEIGHT=30' 6. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED,REMOVED,OR RELOCATED NOTE:NO ABRUPT CHANGES IN ELEVATION ALONG 7HE END J 4 FIXTURES PER POLE* AS NECESSARY. ALL COSTS SHALL BE INCLUDED IN BASE BID. PATH OF TRAVEL SHOWN.THE SLOPE ALONG THE PATH OF U iYPf mI G BERM 350 LF 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS(UNLESS OTHERWISE NOTED ON PLAINS), TRAVEL SHALL NOT EXCEED 5%.CROSS SLOPE SHALL NOT U. x D s OO "PICKUP'SIGN.SEE SHEET C-5.0 1 EA PAINTING STRIPING LEGEND INCLUDING BUT NOT LIMITED TO:ALL UTILITIES,STORM DRAINAGE,SIGNS,TRAFFIC SIGNALS&POLES, EXCEED 2X.(INSPECTOR TO VERIFY) �A 3 INSTALL 1'CONCRETE STEP OUT SLAB BEHIND CURB PER DETAIL T ON SHEET ETC.AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES'REQUIREMENTS 110 k R BEGIN I • Wl OO C-62 470 SF AND PROJECT SITE WORK SPECIFICATIONS SHALL BE APPROVED BY SUCH. ALL COSTS SHALL tE STANDARD DUTY AC PAVEMENT:SEE"ASPHALT PAVEMENT o o E a e PLAN"AND/OR`CONCRETE PAVEMENT PLAN'FOR x a ELECTRIC VEHICLE PARKING SPACE TYPICAL SEE DETAIL'u,SHEET C-6.0. 42 EA SSWL/4" SINGLE SOLD WHITE VINE/4°WIDE INCLUDED IN BASE 81D. � � � � � �, x x x x +� x a e " x x x x x SSWL/8' SINGLE SOLD WHITE LINE/6"WIDE 8. SITE BOUNDARY,TOPOGRAPHY,UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY 8Y A LAND x x � x x c !' SURVEYOR. x x x x v x x x x x x x x x x x x x x x x E x x x x x x x 3'WIDE VALLEY GUTTER PER DETAIL ON SHEET C-1.IA 1,272 SF SSYL/4" SINGLE SOLID YELLOW LINE/4"WIDE HFAW DUTY AC PAVEMENT:SEE-ASPHALT PAVEMENT x^? DSYL/4° DOUBLE SOLID YELLOW LINE/4"WIDE 9. TOTAL LAND AREA IS±16.76 ACRES PLAN"AND/OR°CONCRETE PAVEMENT PLAN"FOR x x x x x x x x x x x x x x x x x xN x x x x x x x x DSYLf4"x x K 10. NO WETLANDS WERE PRESENT ON THIS SITE AS ASSESSED BY THE H.T.HARVEY'&ASSOCIATES B�TIC ° SITE ANALYSIS TABLE S%V4° SINGLE BROKEN WHITE LINE/4°WIDE EACH MATERIALS x x x x '' g x 0 x x x x x x x s x x x D x x x x x x REPORT DATED 7f2011. SEIII- SINGLE BROKEN WHITE LINE/8'WIDE EACH �,�.�.. SBYL/4" SINGLE BROKEN YELLOW LINE/4'WIDE EACH 11. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE"SITE-SPECIFIC SPECIFICATIONS." HEAVY DUTY PCC PAVEMENT:SEE'ASPHALT PAVEMENT �� "'"' �• JI DBYL/4" DOUBLE BROKEN YELLOW LINE/4°WIDE EACH 12. PYLON SIGNS SHALL BE CONSTRUCTED BY OTHERS. PLAN"AND/OR'CONCRETE PAVEMENT PLAN'FOR t X WALKART f158,SPA SF 13. REFER TO ARCH.PLANS FOR SITE LIGHTING FIECTMCAL PLAN. MATERIALS m m d Z m 14. ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED EARTHWORK,FINAL UTILITIES,AND FINAL AB PARKING(ASSOCIATE AND CUSTOMER) 556 SPACES ( BEGIN i x J giP a e 30"x30" CLEAN AIR VEHICLE PARKING ® 56 SPACES GRADING)BY THE MILESTONE DATE IN THE PROJECT DOCUMENTS. OUTLOT AREA TO BE KEPT FREE OF n "ELECTRIC VEHICLE PARKING® 42 SPACES JOB TRAILERS AND STORAGE AFTER THE CONTRACT MILESTONE DATE FOR THE OUTLOT. WM GENERAL ARCHITECTURAL APRON;SEE ARCH.PLANS �� i i CONTRACTOR TO PROVDE CLEAR ACCESS FOR OUTLOT CONTRACTOR TO THE SPEFICIC PARCEL AT ALL - - '-- - �- -- --- - - ,� ACCESSIBLE PARKING 21 SPACES L TIMES AFTER MILESTONE DATE. PURCHASER OF OUTLOT TO PROVIDE PERMIT DOCUMENTS AND SWPPP ® 3'-WIDE HEAVY DUTY CONCRETE BUFFER.SEE NOTE'p'ON , Y 2 s I {r Ir f{o Ti REQUIRED BY STATE/LOCAL REQUIREMENTS FOR SPECIFIC OUTLOT. THIS SHEET. I 8) ✓ 1 I I I I I TOTAL PARKING 687 SPACES 2'-WIDE NON-VEGETATED BUFFER FOR CAR OVERHANG. �,.. ` RATIO 4.35/1,OQU S.F. CONTRACTOR SHALL CONTACT SEE NOTE'R'ON THIS SHEET. / I -CART CORRALS 14 CORRALS/28 SPACES 811 FOR LOCATION OF ALL ALERT TO CONTRACTOR: f I UTILITIES,AT LEAST 72 HOURS ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK,FINAL UTILITIES,AND FINAL GRADING)BY THE MILESTONE I GRAPHIC SCALE PRIOR TO BEGINNING DATE IN PROJECT DOCUMENTS.OUTLOT AREA TO BE KEPT FREE OF JOB TRAILERS AND STORAGE AFTER THE CONTRACT MILESTONE l iI 4 I 30 0 15 30 *PARKING SPACES OBSTRUCTED BY CART CORRALS ARE NOT DATE FOR THE OUTLOT.WM GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUTLOT CONTRACTOR TO THE SPECIFIC PARCEL INCLUDED IN OVERALL PARKING RATIO. CONSTRUCTION AT ALL TIMES AFTER MILESTONE DATE PURCHASER OF OUTLOT TO PROVIDE PERMIT DOCUMENTS AND SWPPP REQUIRED BY DETAIL - -ELECTRIC VEHICLE CHARGING STATIONS PER CGBC 5.106.5.3.4 ATE LOCAL REQUIREMENTS FOR SPECIFIC OUTLOT. 1 ( IN FEET ) AND CDC 11B-812 AND TABLE 119-228.3.2.1 M IeZff V V 1 inch = 30 ft. MARK REVISIONS APPR. DATE OFESE PLANS DEVELOPMENTVANDEEN REVIEWED FOR COMPLIANCE OR CTY AND STATE LAWS,AND AITH THE APPROPRIATE PLRMIT MAY BE SSUED.NDITIONS PREPARED BY: SEAL 44 BENCHMARK: BRASS CITY OF LAKE ELSINORE DRAWING NUMBER FFou DESIGNATION 16.96 AGENCY:RIVERSIDE COUNTY TRANSPORTATION C DISC WITH ION. / 30 Executive Park,Suite 100 10* farm o�N N0Ug74 CONCRETE COLLAR.LOCATION:MONUMENT SOUTHWEST CORNER CENTRAL AVENUE AND CNABERN Irvine,CA 92614 �� a � t:949 296 0450 t 949 296 0479 m AVENUE(DOWN to').AGENCY:NGVD 1929 WALMART SUPERCENTER#2077-07 - 1 ■O �039 SCALE: DRAWN: BB 29260 CENTRAL AVE LAKE ELSINORE,CA 92532 u 12 31 * ON-SITE IMPROVEMENT PLANS SHEET 2 OF 38 �ABIB RICE 8' Exp. 20 1° = so' OVERALL SITE PLAN FILE No. � 08/OS/19 clv1� e` REMON HABIB RICE 83156 DATE '�' x ABiW CITY ENGINEER J OUR AD RCE No. 46039 DATE 4TP OF cAO DATE: April 10, 2019 CHECKED: JP -� Filename:P:\2008\200800688\-CURRENIDRAWINGS\-PRODUCTON FILES\ONSITE\200800688-C-1.0-SP 1 1 2 1 3 1 4 5 1 6 1 7 8 9 10 111 112 1 13 114 115 16 17 118 1 19 20 LEGEND PROPOSED PROPERTY LINE _ PROPOSED BUILDING P STREET IMPROVEMEMS� ! - -MAP PROPOSED CURB OR CURB AND GUTTER O .----- CAMBERN AVE PROPOSED PARKING SPACES SSYL/4' _ _ - 1 1 f s. _ CART CORRAL ADA PATHWAY NOTE:NO ABRUPT CHANGES IN ELEVATION ALONG THE".f 15'SEI9ACK PATH OF TRAVEL SHOWN.THE SLOPE ALONG THE PATH OF B P)TURN TRAVEL SHALL NOT EXCEED 5%.CROSS SLOPE SIiALL NOT r] n ® LANE EXCEED 2%.(INSPECTOR TO VERIFY) �+'. 74.23' STANDARD DUTY AC PAVEMENT:SEE"ASPHALT PAVEMENT R PLAN°AND/OR°CONCRETE PAVEMENT PLAN°FOR u - '30'" 3�J6 •i .......'a'3' MATERIALS i OUTLOTi I .R1s _ 12 F k1$Y19' " " ",° " i HEAVY DUTY AC PAVEMENT:SEE'ASPHALT PAVEMENT I I AREA:t0.569 AC m 1 °... '" PLAN'AND/OR'CONCRETE PAVETMENT PLAN"FOR ( M 'UN1'" (P)GREASE INTERCEPTOR < ,C I iR5 REFER TO ARCH/MEP PLANS :.q� MATERIALS I 9 5 d. 3'-WIDE HEAVY DUTY CONCRETE BUFFER.SEE NOTE'p' F3 �►... 95 TYR.: W` ON SHEET C-1.0 2'-WIDE i ti I I -- ¢--- ;;80.6Y I NOTE '.ON SHEET ATm.O BUFFER FOR CAR OVERHANG. f u 11 ' '0-0 219,528 SF N j i i I R3 yv m +°► °D ASPHA LT CONCRETE PAVEMENT D I f l ° _ "_' __ SUPERCENTER I I i CLASS IL GRADED AGGREGATE BASE it OUTLOT 2 . 1 i _ COMPACTED TO 95%OF MA IWHE DRY .--1ENSITY AS DETERMINED BY T ' 6 Yy e I #2077-07 �3017 50.4' I M DMOOIFlED PROCTOR COMPACTION TEST I „ I I 1 , , aREa to.7n AC a ) I . 1 R m N 9 5 TYP t43 : r Q \ ' \ \ (ASTI7 D 1557.00) C-151-GR-NO BALE&PALLET RECYCLE I I /r, /�` n R3I-A 158,424 SF(APPROX.) M /f f // f W .42'* i ARtA AND ORGANICS I 1 s *\''``\,/�'. �\/ ssCN oEzCTED wuMORP uENSacrED r0 �•" ( TY AS II \:,�i�\'S 1 \/'C DETERMINED BY THE MODIFIED III x - I F.F.E.=1303 \ f� /� %\ 557.oD) tJ L s. 02/12J18 RNA f'"''/r/ PROCTOR COMPACTION TEST(A9TM D J i IL_ 1 Rt m .:., m 'I TOTE PAYEMEM SHALL BE PLACED IN UFlS NO LE55 THAN ly PND NO MORE THAN 3•. E n II a I t I Iy %R� 95 95'TYP e Il I I RT CONTRACTOR SHALL REFER TO ARCHITECNRAL PLANS FOR I STD.DUTY ASPHALTIC T107.0 PAVEMENT SECTION I '1 I I I I OUTLOT 3 I '.'% - BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS ASPHALT CONCRETE PAVEMENT 9 EXACT LOCATION AND DIMENSIONS OF VESTIBULE,SLOPED ( I m_ NO SCAU PAVING,EXIT PORCHES,RAMPS AND TRUCK DOORS,PRECISE 76,28 5F 8 AC I I ij 1`�• - - - -- - - Ri`i it 1 I i 1 I I 23.8' .• M. :' 9 S' CLASS II,GRADED AGGREGATE ME 7 COMPACTED TO 95%OF 1 it 'V/ i i J 7--^ m .`�. .�► `m" ^) 1 I DENSITY AS DETERMINED BY 7EM DRY I I i N� R3' 1 t . I I ' � y•.'� •.•} MODIFIED 1PROCTOR COMPACTION TEST $57.00)F (ASTM D COMPACTED SUBGRADE COMPACTED TO k t;I 1 = i I 1 - - - "' r� •••' : m +F': .: 95 7YP :: 1 1 " )••••• ^g \ \ \ 95%OF MAKpplM DRY DENSITY AS N:: m ♦1 I f� .` DETERMINED BY THE MODIFIED 95�TYP.� �►..: RJ :! ( I v \ \ PROCTOR COMPACTION TEST(ASTM D 1557.00) t I :.H . I , TRUCK ROUTE NOTE:PAVEMENT SHALL BE PLACED INLIF15 NO LESS TWIT/11 AND NO MORE THAN 3. ': i �6 �� I 1 HEAVY DUTY ASPHALTIC TI=8.0 PAVEMENT SECTION 179.05' i No SCALE G OUTLOT 4ARM - . I "' $? _ 130'IURNA�OUND I ,/2•wN.wars r Ma. I I o .6 9 AC a 1 n/ 1 1�Mx. .c.caucwne +o I 1 1 I N >, N.m -m ... ..... �,...' .�, s~...!''.. .. - ..W�€.. •per /� I MAT xo Tent car TO Tra carrA¢rcN To wale "4,'' .." 'Q`� .9 5 TYP " N .. ."............. 'o.. . `� i .i. 9 5 TYP. 'PJ• of a�wxFRE cum - I WACIS AsPHNT.P NwE w it i 1 11 1 I - 12• m gE PAMNG ND E4M FWt • ISw FA DEEN.E PAVNO 11 1 1 PAWN SECTIOAS.511WSF. H N I. i -- - ' -- -- -- -- - S11RaRDE FND Cd.IPAC1109: 32' '-I jTTT TITITiToT1 T i'TIT i � ppgp i j \ AE Y X N n ( f ( 1 6 CURB&GUTTER,TYPE A 17fl GRAPHIC SCALE 1/2,Nx.wows 6' 1'INY wD0.5 P.C.CONCAEIE PAM SEE PA1S. OETAUSUREAS FOR PAVEMENT SEC00NS SOMPA STIR I E MEN � m SIwE 1' CWPACRON REOUNEYE1115. ( IN FEET ) w 1 inch- 60 ft. 1r �36" 1,065 SF /f #4 BARS® 18"O.C. 18 18" (3)-/4 BARS COAT, 6-INTEGRAL CURB&GUTTER,TYPE B SCALE 3:12 A.C.PAVEMENT Mtg& AGG.BASE 1. Art MNCRM"a BE m Psi. 8. //p• 1�-�I 2 ENPNrSpN JOINT AT BEGINNING AND ENDOF DINGLN REnKai AND AT 60'INtERVAL K 3. 1/4-WEAKENED PLANE,Nr EVERY 10'WOF, :17t .'�112 APWA 57D.PLAN 120-i/CORM TYPE Ai-8 P.ww %am 18" e• ...�.. oETgt icREEDx CONTRACTOR SHALL CONTACT CONCRETE(520-C-2500) '�- ENPAN0i0N.wxr 811 FOR LOCATION OF ALL UTILITIES,AT LEAST 72 HOURS NOTES TO CONTRACTOR: 3' PRIOR TO BEGINNING WIDE VALLEY GUTTER 6"CURB,TYPE Al No SCALE No L CONSTRUCTION i. BASE BID SHALL BE FOR PAVEMENT MATERIALS AS SHOWN ON THE "ASPHALT PAVEMENT PLAN". ALTERNATE BID SHALL BE FOR PAVEMENT ALERT TO CONTRACTOR: MATERIALS AS SHOWN ON THE "CONCRETE PAVEMENT PLAN". ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK,FINAL UTILITIES,AND FINAL GRADING)BY THE MILESTONE DATE IN PROJECT DOCUMENTS.OUTLOT AREA TO BE KEPT FREE OF JOB TRAILERS AND STORAGE AFTER THE CONTRACT MILESTONE 2. REFERENCE SITE PLAN SHEET.C-1.0 FOR GENERAL NOTES, ASSOCIATED DATE FOR THE OUTLOT.WM GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUTLOT CONTRACTOR TO THE SPECIFIC PARCEL CONCRETE JOINT DETAIL AND ISOLATION JOINT DETAIL. AT ALL TIMES AFTER MILESTONE DATE.PURCHASER OF OUTLOT TO PROVIDE PERMIT DOCUMENTS AND SWPPP REQUIRED BY ATE LOCAL REQUIREMENTS FOR SPECIFIC OUTLOT. M t3,V 8•/3•/9 . MARK REVISIONS APPR. DATE OFESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE DEVELOPMENT AND/OR CITY AND STATE LAWS,AND A PERMIT MAY BE ISSUED. SSUED CONDITIONS PREPARED BY: SEAL BENCHMARK: CITY OF LAKE ELSINORE DRAWING NUMBER: i 30 Executive Park,Suite 100 Y ELEVATIO: 16.96 AGENCY:MONUMENT T E FOUND TRANSPORTATION COMMISSION. twbergFurm Irvine,CA 92614 ONN NOUgl' CONCRETE COLLAR.LOCATION NS MOUTHWEST CORNER CENTRAL AVENUE AND CAMBERN C 1 1 A Y6 ©"I{lY r 949 296 0450 F.949 296 0479 ' AVENUE(DOWN 1.0).AGENCY:NGVD 1929 WALMART SUPERCENTER#2077-07 ■ q A 29260 CENTRAL AVE UKE ELSINORE,CA 92532 NO.E,ro,iz S7 o r SCALE: DRAWN: 8B ON-SITE IMPROVEMENT PUNS SHEET 3 OF 38 08/08/19 1„ - 60 ASPHALT PAVEMENT PLAN FILE No. REMON HABIB RCE 83156 DATE '¢' CIV7T- r A6TINB CITY ENGINEER J OUR AD RCE No. 46039 DATE �TF or C►� DATE: April 10, 2019 CHECKED: JP I�-32Z Filename:P:\2008\200800686�CURRT?71DRAWINGS�RODUCTION FILES\ONSRE\200800688-C-1.1A-ASPHALT 1 2 1 3 4 5 6 1 7 8 9 10 11 12 13 14 15 16 17 18 19 20 LEGEND '" PROPOSED PROPERTY LINE PROPOSED CURB OR CURB AND GUTTER _ : �(P)_STREET AIPROVE'11ET1T5� CAMBERN AVE _ _-- _ - -- -- _ __ - PROPOSED PARKING SPACES SSYL/4- g' CART CORRAL ADA PATHWAY NOTE:NO ABRUPT CHANGES IN ELEVATION ALONG THE ' ' I 15'SETBAC�- � PATH OF TRAVEL SHOWN.THE SLOPE ALONG THE PATH OF ttynim - - -�,- - - - - - - - -$2. - - - - _(P)TU TRAVEL SHALL NOT EXCEED 5%.CROSS SLOPE SHALL NOT 4! `� 1 - - - "-' _ - - " "�'� IANE EXCEED 2X (INSPECTOR TO VERIFY) 1 r - - - '� " 474.23' !! I �y ". o - I HEAVY PCC ONC BETE SEE'ASPHALT N PAVEMENT ' I 1 (R21 R3', 9.5'7YP.-I F- To « � .`�" J I �.y0 ,� � PLAN"AND/OR"CONCRETE PAVEMENT PLAN'FOR 30, P3 s`m ,,,� Re'ti s= 36' I j, MATERIALS o If 1 I OUTLOT 1 I t 1z' 18' 18' al I I AREA: }0.569 AC qo ARCHITECTURAL APRON;SEE ARCH.PLANS J (P)GREASE INTERCEPTOR C _ RS REFER TO ARCH/MEP PLANS R 9.5'IYP.-1 H -► 9.5'TIP.--I ----E---P--- S ' I l N I sli 1 F I DECORATIVE CONCRETE i ® ° 80.62' 3 al SHEET C-1.0 R T ' '-WIDE HEAVY DUTY CONCRETE BUFFER.SEE NOTE,P, I )t i I I / w1 le w e' �g I 1 2'WIDE NON-VEGETATED BUFFER FOR CAR OVERHANG ,f1 9.S ¢ p SEE NOTE'R'ON SHEET C-1.0 !; astI ° SUPERCENTER I1 D N OUTLOT 2 } - --- --- 1-- --, ! IT b b b b b i #2�77=�7 30.2 50.1V t 11 I I I i AREA: }0.711 AC R,j' 0-1 9.5'M. 0 I j ry i &PALLET RECYCLE w I I I R3'.E O y 9.5'TYP.-1 �- R3' 1 j C-151-GA-NO BALEAREA AND ORGANICS I .I M 29,%2 SF I , 42' ; 158,424 SF(APPROX.) R1' { t ; = 3O3 1 �: s ':'e PO"D CEMENT CONCRETE 1 m: II I �II !- F.F.E.• • O" 1 e e { CCLASS 11, OMPACTED GREASE BASE DRY L, R,r' D 1 « 02/12/18 RNA I ,;,It.sr h_ 33Fs �J DENSITY AS DETERMINED BY THE E @N@ II ( 1 I ' I7X P3 -•4'M-9.5'9.5��•"I f"' F R3' f CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR I \,``',~\• \- \>� MODIFIED PROCTOR COMPACTON TEST 0 1 �({( ® ° ° EXACT LOCATION AND DIMENSIONS OF VESTIBULE,SLOPED a / j / (ASTM D 1557.00) 1 N ! 1 I I`� PAVING,IXT PORCHES,RAMPS AND TRUCK DOORS,PRECISE �• \ rA it I 1 4 _.�_____ ____.,_.._..... ..��_ _____ -` .. I y - COMPACTED SUBGRADE COMPACTED TO OUTLOT 3 I --------- --- ---- '�' - - - - BUILDING DIMENSIONS AND EXACT IIDLTtt ENTRANCE LOCATIONS I _g ,•� W M MA%MUM DRY DENSITY As I[W __ - 6 6 '. I PROCTOR ON T ( D � ED.BY THE MODIFIED 23.8' �.® o L (NV «0 9.5'TYP.--1 H;o RS 1 R COMPACTION EST as1M 1$57.1p) If i I I I 36 I STANDARD&NEMVY DUTY CONCRETE SECTION I ---------- -- R?S' g I o scu.E I I '� 11 18,1 18, i - 6,134 5F q, ! 1 f' -°"' R - - « •'iI 9.5 IYP.-'I 1- 5 I♦ )..,f•. o;fK 1 f i� I i I I )+ •• 5 m{ m NJ To 11 r ( 7C g DECORATIVE CONCRETE --- -- Rti O I' .5' IYP.-I r•- y CLASS II GRADED I R3 BASE COMPACTED TO 95x%O AGGREGATE DRY 77 i \ ROUTE, g ' t \.yo SITY DIETERMINED BY THE Moo D PROCTOR COMPACTION TEST f I 1 I f ".. ASTM D 1557.W � I G R`:. ' 1 COMPACTED SUBGRME COMPACTED TO I I ' ) ( I 9.5'TYP.-•i 95%OF MAXIMUM DRY DENSITY AS © ° ? VA // �j j DETERMINED BY THE MOD "' 130'TURNAROIN�� - PROCTOR COMPACTION TEST(ASTM D OUTLOT 4 I _ As _ .. M 1 t 1 1 I INU � - . AREA:}0.679 AC I I 1s57.aD) I DECORATIVE CONCRETE SECTION ® 9.5'TYP." F-- ® o '�' '► 0 9.5'TYP. ♦ A$ No SCATS t� -H ti , I ( ' ` __1 __ _ __ __ _ __ __ �Ti T a_ (t� {r'Ti }i� __ __ e _ I. ALL CONCRETE SWL NE 3mO P4 ® tl I ' i I ' i I� ��•��I 1��1��I-��I, 3 Jf'��Tl� � T�1 1 T�TC TIT i i 1 it 1 I / '/4• 2 CUR2D RITNN IND A i BE IND END OF I� ! n I inl 1 � I j -11 x 1( ( {1 ^<., 3 3. II4•WGKENW PLWE.bMf EVERY 10'INIERVOL } w 112 APMA STD.PLAN 120-1/CURB TYPE A1-6 SEE PAYING SECTION . �TK ffREON .� EvwaMl.lmfr 6-CURB,TYPE Al NO SCALE GRAPHIC SCALE 60 0 30 60 e, '• ,!z"xx farona 1'NAx RN1RS P.C.CONCISTE PAVNG SEE PAVgYG OEfNLS FOR Pg111ENi SECRDNS ( AHD IN FEET' ) SURBISE SL9iCRADE i0 SLOE I• LOMPACipll flEOUWEMENIS. i inch = 60 ft. ,Z, HIKE UP K 6-INTEGRAL CURB&GUTTER,TYPE B No scA E b � ,/2 MW.RNNUS I'Wx. ,. �Rblus It'YN. .C.COAC�TE NOTES TO CONTRACTOR: Ca 9AC OR O PRONE Pam£ COAT ANO TXx CM RI FACE b SIppE i• OF QJRB WHERE CURB CoxAcs�*.r HIRE xP L I. BASE BID SHALL BE FOR PAVEMENT MATERIALS AS SHOWN ON THE - tY ASPIxLtIC CDE,.. OR "ASPHALT PAVEMENT PLAN". ALTERNATE BID SHALL BE FOR PAVEMENT s-EST TM FOR IB'NIN. PAVENFM SECibNS,SUB845E, SU&#xDE AND CDNPAC,pN MATERIALS AS SHOWN ON THE "CONCRETE PAVEMENT PLAN". rN r•\r\ REauIRE N,s. ALERT TO CONTRACTOR: CONTRACTOR SHALL CONTACT ??'ug.larNVs,,.\\, 1 _ ' ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK,FINAL UTILITIES,AND FINAL GRADING)BY THE MILESTONE 811 FOR LOCATION OF ALL DATE IN PROJECT DOCUMENTS.OUTLOT AREA TO BE KEPT FREE OF JOB TRAILERS AND STORAGE AFTER THE CONTRACT MM70NE UTILITIES,AT LEAST 72 HOURS 2. REFERENCE SITE PLAN SHEET G•1.0 FOR GENERAL NOTES, ASSOCIATED 6-CURB&GUTTER,TYPE A DATE FOR THE OUTLOT.WM GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUTLOT CONTRACTOR TO THE SPECIFIC PARCE PRIOR TO BEGINNING CONCRETE JOINT DETAIL AND ISOLATION JOINT DETAIL. NO SCALE AT ALL TIMES AFTER MILESTONE DATE.PURCHASER OF OUTLOT TO PROVIDE PERMIT DOCUMENTS AND SWPPP REOUIRED BY CONSTRUCTION ATE LOCAL GOUIREMENTS FOR SPECIFIC OUTLOT. M Q y /t•!g MARK REVISIONS APPR. DATE OFESE PLANS DEVELOPMENTVE BEEN REVIEWED FOR COMPLIANCE AND/OR CITY AND STATE LAWS,AND A PERMT MA THE Y BETE APPROPRIATE CONDITIONS PREPARED BY: 30 Executive Pa k,Su to 100 SEAL ( BENCHMARK: CITY OF LAKE ELSINORE DRAWING NUMBER: pMOFTSS10W4 DESIGNATION;R3433 AGENCY:RIVERSIDE COUNTY TRANSPORTATION COMMISSION. � B E!' F�'i`�11 WITH 10" o�1A NOUgrq CO CRETE COLLAR.LOCATION:FEET NSOUTHWEST CORNER ENT TYPE OCENTR BRASS AVENUE AND CAMBERN C 1 1 B r W 296 G450 f 949 296 0479 ' ° T AVENUE(DOWN 1.0•).AGENCY:NGVD 1929 WALMART SUPERCENTER#2077-07 ■ n s No. 4s3 9 SCALE: DRAWN: BB �Z�CON-BTE AVE NIAPPROMERENTHPLANSA92532 SHEET 4 OF38 +°( v 08/08/19 Em 12 31 2D ! 1" - 60' CONCRETE PAVEMENT PLAN REMON HABIB GE 83156 DATE CIVP- FILE No. ARIA CITY ENGINEER J OUR AD RCE ND. 46039 DATE 4JE OF ci��OQ DATE: April 10, 2019 CHECKED: JP Fnena-P:\2006\20080068e\_CURRENTORAMgNGS\-PRODUCTION FILE9\ONSITE\200800688-C-1.1e-CONCRETE - 1 1 2 1 3 14 15 1 6 7 18 19 110 11 12 13 114 115 1 16 1 17 118 119 20 1 � I CAMBERN "E I ' -- i-- -- / N48'ST471V .rams N46'19'32Y1 _— ,T iF— 1 �546'19'34'E� N46'19'37"W- 2 ' S69.57 t5'SETBACK I — — —16 7.8 T 15'SETBACK — — — 144.91' — — _ 15'SETBACK_ _. — — — — — —"— — — — — — — — — — — — H M — — — 548.3' NOS'52 81V N28'09'1t"E r I W I 20.58, O I. { MIS I OUTLOT 1 C I I I� Iy AREA: t0?69 AC o 0 0 o O O I , S414964'.64' � 1 I I ❑ N43'46'43'E � If I 1L 102.e8 O O O eos' I :15Li � II J /N S46.19'30E - - 36.50' OUTLOT 2 0 0 0 0 0 0 0 o D A • f0.711 AC 42.2' 38.4' I { IF I g1N uAMILE E <I" I Ni� e-151-6R-W AM AND ORGANICS 158,424 SF(A"ROIL) _S46'19'38'E o 0 0 0 0 0 0 o F.F.E. = IM II a 167.8V �4 1 `I I 28.48' _A ii I r o S4619'30'E 36.50' C ! Z I E N OUTLOT 3 Sig I ' H {{✓I I Z I N01'06'10'W AREA: f0.578 AC 22.50' I M { IN461 9'32'W I 26.66' n � I G ' I IS i S 3' 144.28 I a x 50.00' I ' I 546'19'32'E 144.28 2. 4.94' N88'53'50'E 1 � I I I I I OUTLOT 4 559.4' IyA A I 11 f I I �N I N46'16'59"W 11 I I i 11.49' In it I �N46'16_59'W S46'16'59'E S46'16'59'E ( . II � T1�6'59�W'E 1II ) . S8i.36I'- TLlT-_oI 54.3�' 60 S46 _ 2974. 257.47'18441 76'S9'E' 50.00' 15.1 E)BUILDING R ROAN 4. (E)BUILDING TO RpA N�N==r----------------- ------------- - I ------------------IW ---- ' I y ( I ► --- Wy I I_ZZl 11I11L1 BUILDING TO fillR K GRAPHIC SCALE 50 0 25 50 NOTES TO CONTRACTOR: LEGEND > inch IN �0)ft. PROPOSED PROPERTY UNE/RIGHT-OF-WAY L I. BASE BID SHALL BE FOR PAVEMENT MATERIALS AS SHOWN ON THE PROPOSED BUILDING "ASPHALT PAVEMENT PLAN". ALTERNATE BID SHALL BE FOR PAVEMENT PROPOSED CURB ALERT TO CONTRACTOR: CONTRACTOR SHALL CONTACT MATERIALS AS SHOWN ON THE "CONCRETE PAVEMENT PLAN". PROPOSED WALL ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTNWORK,FINAL UTILIIIES,AND FINAL GRADING)BY THE MILESTONE 811 FOR LOCATION OF ALL — PROPOSED SETBACKS DATE IN PROJECT DOCUMENTS.OUTLOT AREA TO BE KEPT FREE OF JOB TRAILERS AND STORAGE AFTER THE CONTRACT MILESTONE UTILITIES,AT LEAST 72 HOURS 2. REFERENCE SITE PLAN SHEET C-1.0 FOR GENERAL NOTES, ASSOCIATED — — — DATE FOR THE OUTLOT.WM GENERAL CONTRACTOR TO PROVDE CLEAR ACCESS FOR OUTLOT CONTRACTOR TO THE SPECIFIC FARCE PRIOR TO BEGINNING CONCRETE JOINT DETAIL AND ISOLATION JOINT DETAIL. AT ALL LOCAL AFTTA MILESTONE ATE.PURCHASER OF OUMOT TO PROVIDE PERMIT DOCUMENTS AND SWPPP REQUIRED BY CONSTRUCTION ATE LOCAL REQ11=1TS FORD S�CIFIC OUTLOT. M 37 1.13•i9 MARK REVISIONS APPR. DATE OFESE PLANS DEVE OPMENTVE B111 REVIEWED FOR AND/OR CITY AND STATE LAWS,AND ANCE TH THE PERMIT MAY BE IATE SSUEDNDIIONS PREPARED BY: SEAL ( BENCHMARK: BRASSPE FOUND 2' CITY OF LAKE ELSINORE 0enwwc NuneER: 30 Executive Park,Suite 100 DESIGNATION 16.96 AGENCY:UMENT TY COUNTY TRANSPORTATION COMMISSION. Irvine,CA92614 s9oV,,NN0UgI4 CONCRETE COLLAR•LOCATION:NSOEUTHWEST CORNER CENTRAL AVENUE ANDHCAMBERN fI�� ,T t:949 296 0450 f.949 296 0479 AVENUE(DOWN 1.0').AGENCY:NOVO 1929 WALMART SUPERCENTER#2077-07 C 1 ■L AL AVE LAKE ELNORE, q No. 46039 m SCALE: DRAWN: BB 29280 GON-S TE IMPROVEMENT PLANSA 92532 SHEET 5 OF 38 DB�Qa�,s 6-z'1'( \ * Exp.12 31 20 '} 1 = 50 REMON HABIB RCE 83156 DATE �qrF CIV1 SITE PLOT PLAN FILE N0. �\p A6AN6 CITY ENGINEER J OUR AD RCE No. 46039 DATE of CAu DATE: April 10, 2019 CHECKED: JP filename:P:\2008\200800688�CURRENT�RODUCTION FILES\ONSRE\200800688-C-1.2-SPP r 1 1 2 1 3 1 4 5 6 7 8 9 10 11 12 13 14 15 1 16 17 18 19 20 ---------- ----- GRADING NOTES cAMBIMWAVI+ ) 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE MUNICIPAL CODE CHAPTER 15.72 AND APPLICABLE STANDARDS AND 4� SPECM71ONS AND THE LATEST EDITION OF THE C.B.0 APPEN W CHAPTER 33, 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINORE PRIOR TO ANY OPERATIONS. .A ' 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A ALTER(1-800-422-4133)FORTY-EIGHT(48)HOURS PRIOR TO 1306.98TC 1306.26TC GRADING, i 1311.5 1306.48FS 1305.76FL 4. TIE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DWAI2IMENT AT LFASf TWENTY-FOUR(24)HOURS IN ADVANCE OF BEGINNING GRADING OPERATIONS. `1,\i �_ >• '' -- ,- 5. GIST SHALL BE CONTROLLED OY WATERING OR OTHER METIWDS APPROVE BY TI#CITY ENGINEER. _< - 6. CUT SLOPES SHALL.BE NO STEEPER THAN 2.5 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,AND SHALL TE SHOWN ON THE PLAN. 1304.79TC 7305,89RTI - - - 1301.12TC ' 7, FILL SLOPES SMALL BE NO STEEPER THAN 2.5 HORIZONTAL TO 7 VERTICAL,UNLESS OTHERWISE APPROVED,SHALL BE SHOWN ON PUN,AND SHALL.NOT HAVE 1312.8HP 1315.02TC S 1309.16TC 1308 1304.29FS 1302.92FS 1302.90FS 1300.62FL LESS THAN 95%RELATIVE COMPACTION OUT TO THE FINISHED SURFACE +i I r i 1302.92F5 130264RIM _ I, ( 1314S2FS 1308.66FS�' ( I 1296.201G 8. F%l5 SHALL BE COMPACTED THROUGHOUT TO 95%DENSITY AS DETERMINED BY THE MODIFIED THREE LAYER A.S.T.M.0-1557-70 TEST METHOD. I i w 1305.84TC 1303.00FS 1303.00FF f' 1314.53TC +r 1306.28TC 1305.34FL 1302.50FS 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARK�7E0,AND INSPECTED BY THE GRADING INSPECTOR AND APPROVED SOILS TESTING I) I C 1314.03FL AGENCY PRIOR TO THE PLACING OF FILL. 13OT 1305.78F5 I 2.5 FS 1302.39FS I �•�� 10. ALL FILL MATERIAL SNAIL BE CLEAN EARTH.NO FILL SHALL BE PLACED UNTIL PREPARATION O'GROUND IS APPROVED BY THE SOILS ENGINEER B 11 1312.9PAD J o W F. • 302.70 1303OOFL 1300.05 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALE AT NOT LESS THAN}'PER FOOT FOR A MINIMUM OF 3',THEN 1%(MINIMUM)TO FLOWUNE O O O O O 7303.00F7 i299.82TC 305.42TC WITH ADA GUARD RAIL I 1299.55FL$ OF EARTH SHALE. (� I _ 1305.44TC 1 0 1302.75FS '� n i299.32FL 1305,44� 1304.92R 1303.DOFS 1 1 25FS 12. MINIMUM BUILDING PAD AND DRAINAGE SHALE SLOPE SHALL 8E 1%IF CUT OR FILL SLOPE IS LESS THAN 10',AND 2%IF CUT OR FILL IS GREATER THAN 10'. . 1310.73TC n I DRAINAGE SWALES SHALL BE MINIMUM OF 0.5'DEEP AND CONSTRUCTED A MINIMUM OF 2'FROM THE TOP OF CUT OR FILL SLOPES. tip•; 1311,25TC 1310.23FL ,� - f42 LF •n 13. PROVIDE 5'WIDE BY 1'HIGH 1 OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH. i 0 1310.75FS- _1301.60FL I j - 73021303.00FS 14. PROVIDE A BROW DITCH,DESIGNED TO HANDLE TOO YEAR STORM FLOWS ALONG TOP OF CUT SLOPES. i ry ^ -, Iw•'- L 1 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER OOUR�SHALL BE PERMITTED. r 11 ^$' / 1306.9FL O O O 1 5 O O O e e 1303.00FS - 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER,TO SUPERVISE GRADING AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDES FOUNDATION ii 309 ^oq' 1308.021C I 1303.00FS REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF Ste. C 'If Z 1306•2� O `?? ^o� 130P,75� 1303.00FF 1303.00FF 1302'63TC 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING 1302.13FL 0.711 AC 130A a AND ENGINEERING DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMIT'S. u W 1308.7FL ^ �� 1302.49TC 1303.OUFS 1302.36FL/LP 18. THE SOILS ENGINEERING INVESTIGATION PREPARED BY MOORE RWNNRIG ASSOCIATES,INC.DATED MARCH 5,2018 SHALL BE CONSIDERED A PART OF THIS i306.9FL C1301.99FL I , , SUPERCENTER 1302.81FS/HP - GRADING PLAN,AND SHAD.BE COMPLIED WITH ++ O O O O O CIVILENGINEER OR UCENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION.WHERE SPECIFIC ELEVATIONS ARE ii 1305.9 1307 0 1302.86FS 130Y,gg{p REQUIRED,THE ELEVATION(WITH RESPECT TO MEAN SEA LEVER.)SHALL BE GIVEN.IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IG I O 3D3 I #2077-0� II DDT ."� 1302.45FS P 2• 1302.48FS/HP REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHN.L BE GNEN, 1309.2PAD I / �y r 20. ALL PROPERTY CORNERS SK41L BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CINISTRUCDON/GRADING. O oa I C-151-OR-NO 5y 21. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE 1.5 SALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENT FOR D 1305.917G 1305.99Tc ^ '��' 1302 - 158,424 SF(APPROX.) 1302.25TC I CUT AND FILL SLOPES TIER 30'IN VERTICAL HEIGHT. I+ O O O O O 1301,75FL '1299.23RIM 22, A FINAL COMPACTION REPORT WILL BE REWIRED FOR ALL FILLS GREATER THAN ONE FOOT. / F.F.E.=1303 1 23, E SLEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE CLEARED,KEYED AND BENIGHTED INTO FIRM NATURAL SOIL FOR FULL 7306.E ,� H �/ 1302.01F5 I" SUPPORT.PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL.SLOPES GREATER THAN 5:1 ARE �` I 1302.86FS 02/12/18 RNA �_ I 1308.E 1305.bTG 130E 1303.00FF 129E REWIRED TO GI KEYED AND BENCHED. - 1 Oilt X�q° 130.7 1 24. THE SOILS ENGINEER SHOULD RESPECT THE CONSTRUCTION IN THE FOLLOWING STAGES. I A 7,T 1300.68TC 1300.05TC 1301.99TC �/' I CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR I I A.UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACIKFlLL OF ALLUVW„COU.UVl4L AND TERRACED AREAS AND ANY SUBSTRUCTURES. 08 1306.9FL 1305.66TC 1300.tOFL 13W.OSFL 1301.49FL EXACT LOCATION AND DIMENSIONS OF VESTIBULE,SLOPED i I + 13O5.16FL Q I I B.DURING ALL ROUGH GRADING BUTTRESS AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING AND FILLING OPERATIONS. L309 ° PAVING,EXIT PORCHES,RAMPS AND TRUCK DOORS,PRECISE 1300 + + I C.WRING INSTALLATION�BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL. a + + 1305.86TC ° 1302.7515 BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS D.WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED WRING CONSTRUCTION. I + I Imp ° 1301.97TC I,,q, I 1305.36FL ,I\ /,? 1302.00TC I 1303.00FF 1301.47FL d`f 25• EROSION CONTROL ALL GRADE()SLOPES SHNL.BE PLANTED WITH ROSEA ICE PLANT OR ANOTHER APPROVED GROUND COVER AT TWELVE INCHES(121 ON ° + 1309.6PA0 1304.97TC 1300.41TC op 1300.30TC 4.1 I E' n j ' 5.04RIM 1304.47FL •y,^L° T299.91FL 1299.80F1. 1301.50FL 130E _.._. I CENTER.SLOPES OVER FIFTEEN FEET(15)IN VERTICAL HEIGHT,IN ADDITION TO GROUND COVER,SHALL BE PLANTED WITH APPROVED TREES,SHRUBS,OR io i i 1310.39TC 130fi.01TC q8 1304.37TG ti� \/ // - 1302.65RIM ARCHITECTURAL PUMAS MAX II COMBNA710NS THEREOF.SHRUBS SHALL PLANTED AT TEN FEET(70')ON CENTER;TREES TWENTY FEET(20')ON CENTER;COMBINATIONS FIFTEEN FEET(15') 1309.89FL 1305.51FL 1302.75FS 1302 M ' �� ; - > >j �i 1300.45R 1303.00FF ±100 LF it ON CENTER.SLOPES O4ER THREE FEET(3')IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKfLOW PREVENTION DEVICES PER p ae 1 2.77T 1303.00FF `�,� 2 - 130284F51 - I U.P,C. \ --�� / -- - 1302.27FL I .® 1303.00FS 1303. - 1301. I 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES PLC THE GRADING PROJECT. i� i + 1 85� I 27. APPROVED EROSION PREVENTATNE DEVISES SHALL C PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHALL BE IN PLACE AT THE END OF EACH I I + + 309.3FL 6° 1<307.1F1 1305.27TC ii i t 1 AO o 1302.71TC "' II DAY'S WORK. it + i 1 0 oa o�J ,�o ^o „� ,304.77FS HP 1302.21FS P 1302.75F5 r L 11 28, ALL WOK SHALL CONFDRM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. 1304.92RIM 1304.28TG 7303.10FS \ I . 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMIIIEE. 1302.70F5 I 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. + 1 , 1306.01TC 11% I I] 1 ,5 M 11297.38TG 31' SANITARY FACILITIES SNAIL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERATION. F13TO 39TT1305.51FL /� � 1303.79TG O,yo"' O O O O O/ 1301.50TG ;5�°I 1 0.71RIM �. I 32, ALL SLOPES SHALT-BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS OF THREE(3)FEET VERTICAL HEIGHT'WITHIN 1309'89�j3p5,336� US /^ otii� ^ 1297.75TC III NINETY(90)DAYS AFTER COMPLETION ROUGH GRADING AND SHALL IN ACCORDANCE WITH pROWdICE C.882 PRIOR TO THE APPROVAL OF FINAL I /f L 1304 �39 "'I 1302.18RIM 1303.00FF ® t oI INSPECTION. 1303.OFL 1301'9FL-�'�'130p2 �6,2 1304.02RIM ^a 25�, 1303'OOFS 1�'� 1313.00FS '`� 1-2-9-7m' FL II 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SFNLL FAMILIARIZE HIMSELF WITH THE SITE AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO o ✓ I .47 I ^3' EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS,WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. L _ _ _� 1302.10TG �0 1303.00FS 13 2.9E I 00 / 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE(1)BLUE TOP PER FINISHED PAD,PRIOR TO ROUGH GRADE APPROVAL u 1 I 1300.9 1 - 1302.51FS •,`; v> n 1 I O O O �°' O ( i x a 35, APPROXIMATE DATE OF: BEGINNING OPERATION: 6 i i OUTLOT 4 1300.B6TG T (\ �"D L / 1302.91FS 1302.91FS/HP 330 J9 �,ry 6 / 129B.89TC 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH MAXIMUM DIMENSION GREATER THAN THREE INCHES 3" WILL BE PLACED IN FILLS WITHIN ROADBED AREAS OR n AREAS 2 1303.01TC \12.98,41TC 2 I 1296.39FL O u I 1305.12TC 1304.10TC 1298.69F5 t29,09FS 1301.24TC 1298.15RIM THREE FEET 3 OF FLASH OWES,UNLESS THE LOCATION,MATERIALS,AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. G n r + o �,! 1302.51FL 1297.91R I 1300.SSTC 1295.85TC R p + , 1304.2PAD ,M4+� 1304.62FL 1303.1IOFL \ p%° M 2g 1300.74FL p+ 37. THE ENGINEER MUST SET DRAW STAKES FOR ALL DRAINAGE DEDUCES AND OBTAIN INSPECTION BEFORE APPROVAL 1303.65TC 'L� 9 I /13D0.35FL t295.35FL ii i i I ;I -- 7301.74RIM 1294.41TG 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WNJS ARE APPROVED BY THE BUILDING DEPART ENT. 1303.15FL 1303:15R - 130.i6 II = 13041FL 130E EFL 1303.65TC - _ 1299.1 39. THIS SITE HS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM(NPWS)PERMITTO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER 1300.33TG DISCHARGES. M + 1303.14TC 1298.94TC ----nl-- � 7-, + 1 NPDES WDID} DATE PERMIT ISSUED: 1302.73FL J y 1302.736R 1298.44 S.00FL' y 12L SIR 77FL 1300,87TC ---1301 BBFL/FIP - -------i 1300.48TC K FENCE 1 I 40. DRAINAGE EASEMENTS WILL BE KEPT GLEAN OF ALL OESTRUCTKNIS C BUILDINGS OR HOLIES SHALL PACED WITHIN EASEMENT UMffS.TEMPORARY n ri I I II 1303.23TC 1298.50TC 1298.72TC 1300.37FL i299.98FL WITH 4'CHAIN-UN IMPROVEMENTS ARE SUBJECT TO REMOVAL AT OWNER'S EXPENSE x i I NOTE: GRAPHIC SCALE H FOUNDATION SUBSURFACE PREPARATION Q OC FOLLOING;CURB.CU B A THE Q 30 6, V FOLLOWING;CURB,CURB AND k® FOUNDATION SUBSURFACE PREPARATION OVAL-MARE LATERALLY A MINIMUM OF 10 FEET OUTSIDE THE NEW FOOTING AND PAVEMENT PERIMETERS. THESE MATERIALS WILL NOT BE SUITABLE FOR USE CERTIFICATION SIGNED BY A REGISTERED GEOLOGIST OR CIVIL ENGINEER WITH A MINIMUM OF FIVE(5)YEARS OF EXPERIENCE IN ENVIRONMENTAL GUTTER,2'WRIT OPENING AND JOB#2077-06,TAKE ELSINORE,CA AS ENGINEERED FILL SAMPLING AND TESTING OF SOILS(I.E,AN ENVIRONMENTAL SPECIALIST),WHICH STATES:'TO THE BEST OF MY PERSONAL KNOWLEDGE,THE 2'STEP OUT SLAB PER SITE ( IN FEE!') 03/05/18 THE PROPOSED BUILDING PAD AREA AND OVER-BUILD ZONE SHALL BE PREPARED BY OVERDKCAVATION TO A DEPTH OF 12 INCHES BELOW IMPORT MATERIAL HAS BEEN SAMPLED AND TESTED,IS NOT CONTAMINATED AND DOES NOT CONTAIN CONSTITUENTS AT CONCENTRATIONS THAT PLAN SHEET C-1 0 - 1 inch - 60 tL IMPROVEMENTS TO BE REMOVED(I.E.FOUNDATIONS,SEPTIC SYSTEMS,UTILITIES,ETC.),TO THE DEPTH TO REMOVE UNDOCUMENTED FILLS EXCEED REGULATORY ACTION LEVELS THAT WOULD BE CAUSE FOR REGULATORY ACTION IF BROUGHT TO THE ATTENTION OF THE REGULATORY UNLESS SPECIFICALLY INDICATED OTHERWISE IN THE DRAWINGS AND/OR SPECIFICATIONS,THE LIMITS OF THIS SUBSURFACE PREPARATION ARE (ENCOUNTERED TO DEPTHS RACING FROM 1 TO BY,FEET BSG),TO THE DEPTH REWIRED TO REMOVE THE TREE ROOT SYSTEMS,TO A MINIMUM AGENCY HAVING JURISDICTION!THE ENVIRONMENTAL SPECIALISTS CERTIFICATION SHALL INCLUDE THE RATIONALE FOR THE TESTING PROTOCOL,THE CONSIDERED TO BE THAT PORTION OF THE SITE DIRECTLY BENEATH AND 5 FEET BEYOND THE BUILDING AND APPURTENANCES OR TO A DEPTH OF 48 INCHES BELOW PRECONSTRUCTION SHE GRADES,AND TO A DEPTH OF 2%FEET BELOW THE BOTTOM OF THE FOUNDATIONS, PROCEDURES USED TO SAMPLE THE MATERIAL,THE QUANTITY OF MATERIAL TO BE IMPORTED TO THE SITE,SIGNED REPORTS FROM THE LEGEND.. ABBREVIATIONS HORIZONTAL DISTANCE EQUAL TO THE DEPTH OF ENGINEERED FILL BELOW THE OUTSIDE EDGE OF THESE IMPROVEMENTS,WHICHEVER IS GREATER. WHICHEVER PROVIDES THE DEEPER EXCAVATION. ANALYTICAL TESTING LABORATORY,CHAIN OF CUSTODY DOCUMENTS,AN ANALYSIS OF THE RESULTS OF THE TESTS RELATIVE TO APPLICABLE APPURTENANCES ARE THOSE ITEMS ATTACHED TO THE BUILDING PROPER(REFER TO DRAWING SHEET SP1),TYPICALLY INCLUDING,BUT NOT OVER-EXCAVATION SHALL INCLUDE THE ENTIRE BUILDING FOOTPRINT AND OVERBUILD ZONE.THE BUILDING PAD IS DEFINED AS THE AREAS TO BE ACTION LEVELS IN THE STATE OF CALIFORNIA,AND THE METHODS THAT WILL BE USED TO ENSURE THAT THE MATERIAL DELIVERED ANDINCOR pRpppSEp BUILDING x XX.XX SPOT ELEVATION LIMITED TO,THE BUILDING SIDEWALKS,GARDEN CENTER,PORCHES,RAMPS,STOOPS,TRUCK WELLS/DOCKS,CONCRETE APRONS AT THE OCCUPIED BY THE BUILDING,ADJACENT SIDEWALKS,GARDEN CENTER,PORCHES,RAMPS,STOOPS,TRUCK WELLS/DOCKS,CONCRETE APRONS, FREQUENCY A INTO THE PROJECT G RROROTOCOL SHALAIWEL OF THE MATERIAL THAT WAS RESF'RED AND TESTED. AS A MINIMUM,THE SAMPLING FREQUENCY MID ANALYTICAL TESTING PROTOCOL SHALL COMPLY D FILL THE PROCEDURES RECOMMENDED IN THE DEPARTMENT OF TOXIC x XX.XX TC TOU OF CURB AUTOMOTIVE CENTER,COMPACTOR PAD,EEC.THE VAPOR BARRIER,WHERE REWIRED,DOES NOT EXTEND BEYOND THE LIMITS OF THE ACTUAL COMPACTOR PAD,ETC.,TO A MINIMUM HORIZONTAL DISTANCE Or ENE(5)FEET BEYOND THESE AREAS,OR TO A HORIZONTAL DISTANCE EQUAL SUBSTANCES CONTROL"INFORMATION ADVISORY,CLEAN IMPORTED FILL MATERIAL,"DATED OCTOEER 2001. IN LIEU OF SAMPLING AND TESTING PROPOSED CURB OR CURB&GtJ,TER x XX.XX FS FINISHED SURFACE BUILDING. TO THE DEPTH OF ENGINEERED FILL WHICHEVER IS GREATER. SLOT CUTTING BELOW FOUNDATIONS WILL NOT BE ALLOWED.UPON APPROVAL OF AGGREGATE BASE MATERIALS(OR BEDDING SAND)FROM VIRGIN SAND AND GRAVEL SOURCES,A LETTER STATING THAT THE AGGREGATE BASE(OR x)X.XX FL FLOWUNE ESTABLISH THE FINAL SUBGRADE ELEVATION TO ALLOW FOR THE CONCRETE SLAB AND AGGREGATE BASE. REFERENCE ARCHITECTURAL AND THE OVER-EXCAVATION BY THE WALMART CTL THE SUBGRADE SOILS AT THE BOTTOM OF THE OVER-EXCAVATION SHAD,BE SCARIFIED TO A BEDDING SAND)COMPRISES MATERIALS ENTIRELY FROM NATURAL(VIRGIN)SOURCES AND THAT THE AGGREGATE BASE(OR BEDDING SAND)6 RETAINING WALL x XX.XX TO TOP OF GRATE STRUCTURAL DRAWINGS FOR REQUIRED SLAB THICKNESS.THE 6°THICK AGGREGATE BASE MATERIAL SHALL CONFORM TO STATE OF CALIFORNIA DEPTH OF 12 INCHES,MOISTURE CONDITIONED BETWEEN OPTIMUM AND TIRES(3)PERCENT ABOVE OPTIMUM MOISTURE CONTENT AND COMPACTED NON-CONTAMINATED MAY BE PROVIDED BY THE CONTRACTOR. AFTER APPROVAL OF THE CONTRACTOR'S SUBMITTAL AND PRIOR TO BEING- x XX.XX TOP TOP OF STRUCTURE OR. DEPARTMENT OF TRANSPORTATION CALTRANS STANDARD SPECIFICATIONS SECTION 26-102.B,CUSS 2 AGGREGATE BASE,SHALL BE AS ENGINEERED FILL TRANSPORTED TO THE SITE,THE IMPORT FILL MATERIAL SHALL ALSO BE TESTED AND APPROVED BY THE RETAIL TENANTS CONSTRUCTION TESTING ® GRATED DROP INLET CASTING NON-RECYCLED,AND COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557 THE CONTRACTOR SHALL VERIFY IN WRITING TO THE OWNER AND CEC THAT THE HORIZONTAL AND VERTICAL OVER-EXCAVATION LIMITS WERE LABORATORY(CT)FOR THE ABOVE IMPORT GEO FILL MAT CHARACTERISTICS. THE TESTED SHALL ALLOW A MINIMUM OF SEVEN CONSTRUCTION WORKING SAYS x XX.XX TW FINISHED GRADE O TOP STANDARDS.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ACCURATE MEASUREMENTS FOR ALL CUT AND FILL DEPTHS REQUIRED AND COMPLETED IN CONFORMANCE WITH THE FOUNDATION SUBSURFACE PREPARATION.THE VERIFICATION SHALL INCLUDE SURVEY DATA ON AN SCALED. SIPHONIC BREAK CONCRETE STORM MANHOLE OF WALL DOCUMENTATION SHALL BE PROVIDED TO THE OWNER AND CEC PRIOR TO DELIVERY OF THE AGGREGATE BASE TO THE SITE INDICATING THAT THE AS-GRADED PLAN PREPARED BY A LICENSED SURVEYOR,DEMONSTRATING THAT THE HORIZONTAL AND VERTICAL AVER-EXCAVATION HAS BEEN FOR EACH IMPORT SOURCE TO BE TESTED BY THE CTL FOR COMPLIANCE WITH THE GEOTECHNICAL.CHARACTERISTICS SPECIFIED HEREIN. E SEE DETAIL ON SHEET C-7.0 x XX.XX BW FINISHED GRADE O AGGREGATE BASE MEETS THE MATERIAL PROPERTY REQUIREMENTS OF THE APPLICABLE SPECIFICATIONS AND IS NON-RECYCLED.ANY PROPOSED ACHIEVED.THIS VERIFICATION SHALL BE PROVIDED PRIOR TO REQUESTING PAD CERTIFICATION. LOADING DOCK WALLS SHALL BE BACKFILLED WITH IMPORTED GRANULAR BACKFlILL PLACED WITHIN THE ZONE EXTENDING FROM THE BOTTOM OF BOTTOM OF WALL J EQUIVALENT ALTERNATIVE BASE OF SUBBASE MATERIAL MUST BE SUBMITTED FOR APPROVAL WITHIN 30 DAYS AFTER AWARD OF CONTRACT.ANY WET WEATHER CONDITIONS CONTRACTORS SHALL ANTICIPATE THAT SUBGRADE INSTABILITY THE WALL FOOTING AT A 1 HORIZONTAL TO 1 VERTICAL GRADIENT TO THE SURFACE THE ONSTIE SOILS ARE NOT ALLOWED WITHIN A 1 EQUIVALENT ALTERNATIVE SHALL ONLY BE USED IF APPROVED IN WRITING BY THE CEC AND AOR. WILL BE ENCOUNTERED WRING EARTHWORK OPERATIONS DUE TO HIGH SOIL MOISTURE HORIZONTAL TO 1 VERTICAL PLANE FROM THE BACK OF THE RETAINING WALL FOOTINGS.THIS REQUIREMENT SHAIl BE DETAILED ON THE O MANHOLE If(XX.XX) EXISTING ELEVATION HP HIGH POINT LOCATION WITH RESPECT CONTENTS. WHERE WET,UNSTABLE SOIL CONDITIONS ARE EXPERIENCED,STABILIZATION MAY BE CONDUCTED BY USE OF A GEOTIXIILE FABRIC CONSTRUCTION DRAWINGS.GRANULAR WALL BACKFlLL SHALL MEET THE FOLLOWING REQUIREMENTS:00 X.XX SLOPE ARROW LP LOW POINT TO BOTTOM OF SLAB ON GRADE MATERIAL AND COMPACTED AGGREGATE BASE,OR CHEMICAL(I.E.,LIME,CEMENT,ETC.)TREATMENT. THE CONTRACTOR SHALL INCLUDE IN THE BID THE PERCENT PASSING 3-INCH SIEVE -35 5 PERCENT PASSING 85 WALMART BUILDING PAD AREA COSTS FOR STABILIZATION OF ALL WET,UNSTABLE AREAS IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. SIEVE CATIONS. NO CHANGE ORDERS WILL BE I 4 SIEVE 81 CURB DROP INLET TOP 6 INCHES: AGGREGATE BASE(AB) ALLOWED FOR WET WEATHER CONDITIONS,WET SOIL,SOIL INSTABILITY,ETC.,OR MITIGATION MEASURES SUCH AS CHEMICAL TREATMENT, PASSING N0.200 S -35 6 TO 12 INCHES IMPORTED NON-EXPANSIVE ENGINEERED FILL GEOTEXTILE FABRIC,ROCK,SOIL IMPORT,ETC. INTERNAL ANGLE OF FRICTION 30 DEGREES -XX- PROPOSED CONTOUR BELOW 12 INCHES ONSTE SATISFACTORY MATERIAL WITH AN EXPANSION INDEX OF LESS THAN THE ON-SITE NEAR SURFACE SOILS ENCOUNTERED ARE PREDOMINANTLY SILTY SANDS WITH INTERBEDDED LAYERS OF LEAN CLAY AND SANDY LEAN THE BUILDING PAD SUBGRADE SURFACE,ALL FDOTNG EXCAVATIONS AND EXPOSED SUBGRADE SOILS SHALL NOT BE ALLOWED TO DRY SUCH THAT 50,A MAXIMUM PARTICLE SIZE OF 3 INCHES,FREE OF ROOTS AND CLAY SOILS WHICH EXHIBIT EXPANSIVE CHARACTERISTICS. THE EXISTING NEAR SURFACE SOILS THAT HAVE AN EXPANSION INDEX OF LESS THAN THE MOISTURE CONTENT OF THE SOILS IS LESS THAN OPTIMUM MOISTURE CONIENL THE EXPOSED SOILS SHALL BE CONTINUOUSLY M0 EXISTING CONTOUR ur K CONTAINING NOT MORE THAN 3 PERCENT ORGANICS PLACED AS 50 AND ARE FREE OF ORGANICS(LESS THAN 3 PERCENT BY WEIGHT),FREE OF ROOTS AND DEBRIS,AND OVERSIZED MATERIALS GREATER THAN TO MAINTAIN THE MOISTURE CONTENT ABOVE OPTIMUM UNTIL CONCRETE IS PLACED.THE CIL SOUL BE REQUESTED BY THE CONTRACTOR TO DE.*ATERING NOTE: ENGINEERED FILL 3 INCHES IN LARGEST DIMENSION WILL BE SUITABLE FOR USE AS FILL MATERIAL BELOW A DEPTH OF 6 INCHES BELOW THE RECOMMENDED OBSERVE THE BOTTOMS AND SIDES OF THE FOUNDATION EXCAVATIONS AND EXPOSED SOILS TO VERIFY THAT THE EXPOSED SOILS ARE PROPERLY _ _ OVEREXCAVATION k PAD UMiTS AGGREGATE BASE WITHIN THE BUILDING AND OVER-BUILD ZONE AND DIRECTLY BELOW THE AGGREGATE.BASE OUTSIDE OF THE BUILDING MOISTURE CONDITIONED. WHEN PERFORMING GRADING OPERATIONS WRING LOCATION MATH RESPECT OVER-BUILD ZONE PROVIDED THEY ARE PROPERLY MOISTURE CONDITIONED AND COMPACTED, THE UPPER 12 INCHES BELOW SUBS ON GRADE RECYCLED MATERIALS(SUCH AS PORTLAND CEMENT AND ASPHALTIC CONCRETE)SMALL NOT BE USED WITHIN THE BUILDING PAD AREA PERIODS OF WET WEATHER,PROVIDE ADEQUATE TO BOTTOM OF SLAB ON GRADE MATERIAL -•-- FLOW LINE DEWATERING,DRAINAGE,AND GROUND WATER WITHIN THE WALMART BUILDING PAD PREPARATION UMTI5 SFW1 BE SUPPORTED ON 6 INCHES OF CLASS 2 AGGREGATE BASE OR CRUSHED IMPORTED,NON-EXPANSIVE SOIL SHALL BE PLACED IN LOOSE LIFTS APPROXIMATELY 8 INCHES THICK OR LESS,MOISTURE-CONDITIONED TO MANAGEMENT TO CONTROL MOISTURE OF SOILS. TOPBUILDING PAD AREAS: AGGREGATE BASE(CAB),OVER 6 INCHES OF IMPORTED NON-EXPANSIVE ENGINEERED FILL AS AN ALTERNATIVE TO IMPORTING A NON-EXPANSIVE BETWEEN OPTIMUM TO THREE(3)PERCENT A13M OPTIMUM MOISTURE CONTENT,AND COMPACTED TO A NON-YIELDING CONDITION AT A DRY �_ 810-RETENTION BASIN TOP 6 INCHES: ONSETS SATISFACTORY NON-EXPANSIVE MATERIAL OR IMPORTED, ENGINEERED FILL,THE SLABS ON GRADE MAY BE SUPPORTED ON A MINIMUM OF 10 INCHES OF NON-RECYCLED CLASS 2 AGGREGATE BASE OR DENSITY OF AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM TEST METHOD D1557.ADDITIONAL UFTS SFWl NOT REFER TO MASTER SITE SPECIFICATIONS. NON-EXPANSIVE FILL WITH AN EXPANSION INDEX OF 15 OR LESS NON-RECYCLED CRUSHED AGGREGATE BASE(CAB)OVER THE DEPTH OF ENGINEERED FILL RECOMMENDED BELOW FOUNDATIONS. THE UPPER 6 BE PLACED IF THE PREVIOUS UFT DID NOT MEET THE REQUIRED DRY DENSITY OR IF SOIL CONDITIONS ARE NOT STABLE. BELOW 6 INCHES O�y pp�CIFRY W H AN INCHES,EXEXPANSION NEI OF ROOTS ANESS D THAN INCHES OF ENGINEERED FILL PLACED IN THE OLIMOT BUILDING PADS SHALL MEET THE BELOW REQUIREMENTS. ON-SITE SOILS SHALL BE PLACED IN LOOSE LIFTS APPROXIMATELY 8 INCHES THICK OR LESS,MOISTURE-CONDITIONED TO BETWEEN OPTIMUM TO ALERT TO CONTRACTOR: NOT MORE THAN 3 PERCENT ORGANICS PLACED AS ENGINEERED FILL IMPORT FILL SOIL SHALL BE NON-EXPANSIVE,FREE OF RECYCLED AGGREGATE BASE MATERIALS AND GRANULAR IN NATURE WITH THE FOLLOWING THREE(3)PERCENT ABOVE OPTIMUM MOISTURE CONTENT,AND COMPACTED TO A NON-YIELDING CONDITION AT A DRY DENSITY OF AT LEAST 95 L REMOVE SURFACE VEGETATIONS,TOPSOIL,ROOT SYSTEMS,ORGANIC MATERIAL,EXISTING FILL,AND SOFT OR OTHERWISE UNSUITABLE MATERIAL ACCEPTANCE CRITERIA RECOMMENDED. PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM TEST METHOD D1557. ADDITIONAL LIFTS SHALL HOT BE PLACED IF THE ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED FROM THE BUILDING AREA PERCENT PASSING 3-INCH SIEVE 100 - PREVIOUS LIFT DID NOT MEET THE REQUIRED DRY DENSITY OR IF SOIL CONDITIONS ARE NOT STABLE. (EARTHWORK,FINAL UTILITIES,AND FINAL GRADING)BY PERCENT PASSING NO.4 SIEVE 85-100 THE FOUNDATION SYSTEM SHALL BE ISOLATED SPREAD FOOTINGS AT COLUMNS AND CONTINUOUS SPREAD FOOTINGS AT WALLS. THE MILESTONE DATE IN PROJECT DOCUMENTS.OUTLOT SITE PREPARATION STALL AL OF T REMOVAL OF TREE ROOTS SYSTEMS REMOVE THE ROOT BALLS,AND ALL ROOT SYSTEMS GREATER TIAN ABOUT. PASSING NO.200 SIEVE 15-40 THIS FOUNDATION SUBSURFACE PREPARATION DOES NOT CONSrrM A COMPLETE SITE WORN(SKCIFlCATION.IN CASE OF CONFLICT,INFORMATION AREA TO BE KEPT FREE OF JOB TRAILERS AND STORAGE INCH IN DAMNING REMOVAL OF THE ROOT BALLS AND ROOT SYSTEMS MAY REQUIRE EXCAVATION TE DEPTHS OF NI TO ABOUT 5 FEET 3 PLASTICITY INDEX LESS THAN 15 COVERED IN THIS PREPARATION SMALL TAKE PRECEDENCE OVER THE WAL-MART SPECIFICATIONS. REFER TO THE SPECIFICATIONS FOR SPECIFIC AFTER THE CONTRACT MILESTONE DATE FOR THE OUTLOT. CONTRACTOR SHALL CONTACT- SOILS CONTAINING ORGANIC MATTER SUCH AS ROOT CLUMPS,A ROOTS EXCEEDING FILL K RICH IN DIAMETER.WITH ORGANIC CONTEND ABOVE 3 INFORMATION NOT COVERED IN THIS PREPARATION.THIS INFORMATION WAS TAKEN FROM A MOTECHNICAL REPORT PREPARED BY MOORE TWINING WM GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS 811 FOR LOCATION OF ALL PERCENT SHALL BE COMPLETELY REMOVED AND NOT USED AS ENGINEERED FILL.THESE MATERIALS SFIALL BE RAKED AND HAND-PICKED,OR EXPANSION INDEX(ASTM D4829) LESS THAN 15 SCREENED AS NECESSARY,TO REMOVE TREE ROOTS LARGER THAN X INCH IN DIAMETER AND CONCENTRATED ROOT MASSES.LIMBS,TREE ORGANICS LESS THAN.3 PERCENT BY WEIGHT ASSOCIATES,INC.,DATED MARCH 5,2018(GEOIECHNICAL REPORT S FOR INFORMATION ONLY AND S NOT A CONSTRUCTION SPECIFICATION). FOR TIMES TER MILESTONE E THE SPECIFIC PARCEL AT UTILITIES, T LEAST 72 HOURS BRANCHES,ROOTS,ETC.SHALL NOT BE DISCED INTO THE SOILS. R-VALUE MINIMUM 40 ALL TIMES AFTER MILESTONE DATE.PURCHASER OF PRIOR S BEGINNING STRIPPING SHALL BE CONDUCTED IN ALL AREAS OF FASTING SURFACE VEGETATION AND WHERE ROOT SYSTEMS ARE PRESENT.THE GENERAL SULFATES <0.05 PERCENT BY WEIGHT OUTIAT TO PROVIDE PERMIT DOCUMENTS AND SWPPP CONSTRUCTION DEPTH OF STRIPPING SHALL BE SUFFICIENTLY DEEP TO REMOVE THE ROOT SYSTEMS AND ORGANIC TOPSOILS.A MINIMUM STRIPPING DEPTH OF 4 MIN.RESISTIVITY /�J�� •V ®•/3•!g > 10,000 OHMS-CM REQUIRED 8Y STATE/LOCAL QIAREMENiS FOR SPECIFIC M INCHES IS RECOMMENDED.DEEPER STRIPPING MAY BE REQUIRED IN LOCALIZED AREAS. STRIPPING AND CLEARING OF DEBRIS SHALL EXTEND A MINIMUM OF 14 DAYS PRIOR TO IMPORTING FILL R A A THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS PREPARED BY: SEAL BENCHMARK: DRAwirrc uume�x MARK REVISIONS APPR. DATE OF DEVELOPMENT AND/OR CITY AND STATE LAWS,AND A PERMIT MAY BE ISSUED. ! t� 30 Executive Park,Suite 100 Q oANI DESIGNATION 13433 AGENCY.RIVERSIDE COUNTY TRANSPORTATION COMMISSION. CITY OF LAKE ELSINORE � �lyi��llM01 Irvine,CA 92614O,,,N NOUg2'p�t� CO CREIE COLLAR.LOCATION:FEEL MONUMENT S MOUTHWEST CORNER CENTRAL AVENUE AND CAMBERN - {.,v iFfr■!{fig w YYlp�l 1:949 296 0450 E 949 296 0479 AVENUE(DOWN 1.0•).AGENCY:CWD 1929 WALMART SUPERCENTER#2077-07 L■O No. 4603E a SCALE: DRAWN: BB 29260 CENTRAL ME LAKE ELSINORE,CA 92532 7 Exp.12 31 20 rW 1 60' ON-SITE IMPROVEMENT PLANS SHEET 6 OF38 REMON HABIB RCE 83156 DATE OS/OB/19 CryA �. - OVERALL GRADING PLAN FILE No, A68NQ CITY ENGINEER J OUR AD RCE No. 46039 - DATE DINE OF CAA1 DATE: April 10, 201E CHECKED: LIP Filename:P:\2008\200800688\-CURRENTDRAWTNGS\-PRODUCTION FILES\ONSITE\200800688-C-2.0-PG Plot Date-4/10/2019 2:57 PM BY:Noel BHsom ' i 1 1 2 3 4 1 5 6 1 7 8 9 10 11 12 13 14 1 15 116 1 17 18 19 20 / ! \ CAMBERN AVE r . GRADING NOTES /� ! - \ �-�• rr 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE MUNICIPAL CODE CHAPTER 15.72 AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE C.B.0 APPENDIX CHAPTER 33. "A / _ ! \ _+•? \ r^` 2. A PERMIT SMALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINORE PRIOR TO ANY OPERATIONS. -7 - - 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.SA ALTER(1-800-422-4133)FORTY-EIGHT(48) HOURS PRIOR TO GRADING. 4. THE CONTRACTOR SHALL NOTIFY THE CiTY ENGINEERING DEPARTMENT AT LEAST TWENTY-FOUR(24)HOURS IN ADVANCE OF BEGINNING GRADING OPERATIONS. 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVE BY THE CITY ENGINEER. 6. CUT SLOPES SHALL BE NO STEEPER THAN 2.5 HORIZONTAL TO 1 *RTICAI.,UNLESS OTHERWISE APPROVED,AND SMALL BE SHOWN ON THE PLAN. �.._/ f ./,-!-,` ,,,,,-�.++�^"'•""" / �,f""�.-.- .J 7. FILL SLOPES SMALL BE NO STEEPER THAN 2.5 HORIZONTAL TO 1 1£RDCAL,UNLESS OTHERWISE APPROVED,SHALL BE SHOWN ON PLAN, B ! _�•' --" J AND SHALL NOT HAVE LESS THAN 95%RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. I c� / i �'"�� i �_ -_- _` 8. FILLS SHALL COMPACTED THROUGHOUT TO 95%DENSITY AS DETERMINED BY THE MODIFIED THREE LAYER AS.T.M.D-1557-70 TEST �' METHOD. r"' -- ----------- 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED,AND INSPECTED BY THE GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO.THE PLACING OF FILL. !i /Jr+ ! / r�. '"^•'/ '" 10. ALL FILL MATERIAL SHNl BE CLEAN EARTH.NO FILL SKILL BE PLAITED UNTIL PREPARATION OF GROUND IS APPROVED BY THE SOILS ° ENGINEER. °'"' -" - 11. FINISH GRADE SMALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS MAN}-PER FOOT FOR A MINIMUM OF 3,THEN 1% ri 1316.3FG f _ � (MINIMUM)TO FLOWUNE OF EARTH SWALE. 1316 --------------r l / --- -•� _--_; 12. MINIMUM BUILDING PAD AND DRAINAGE SWAI.E SLOPE SHALL.BE 1%IF CUT OR FILL SHAPE IS LESS THAN 10',AND 2%IF CUT OR FILL IS 1315 1314.BFG 717 1312 ,� C / / / 4 GREATER MAN 10'.DRAINAGE SWALES SHALL MINIMUM OF 0.5'DEEP AND CONSTRUCTED A MINIMUM OF 2'FROM THE TOP OF CUT OR �I r / / 1314 1 1311 - ti \ •„•"' l...l rr / .. .. .1313 .. r /J ! °.. 1310-�-r-`'�. FILL STAPES. +1 r ,316.2FG _ y _ _ _ _ _ _ _ _ �s -_ _ - �130y - 13. PROVIDE 5'WIDE BY t'HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH. -_ - - 14. PROVIDE A BROW DITCH,DESIGNED TO HANDLE 100 YEAR STORM FLOWS ALONG TOP OF CUT SLOPES. W J / 1312.7Fr - - - y 1'^ \\\ 1311.5FL\ moo$ l 1315.U2TC 1314.53TC y 130916TC { 15. NO OBSTRUCTION O F FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. p I 1314.52F5�1314.03FL 1308.66F5 , 16, A SOILS ENGINEER SMALL BE RETAINED BY THE DEVELOPER,TO SUPERVISE GRATING AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDES / - 1312.BFL/HP 1309.42TC } 1 FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF SOIL fl i ❑/ 1312.7FL ~�ti,.- t ! ! 1 06F5 1308.92FS-' t Fr 17. GRADING CERIIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS ENGINEER SMALL BE/ ,�y\1l 7306 SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS. 13106FL I l / I ' r �1 1309.50TC' l I! 18. THE SOILS ENGINEERING INVESTIGATION PREPARED BY M00RE TWINNING ASSOCIATES,INC.DATED MARCH 5,2018 SHALT.BE CONSIDERED A ! l J D ! I r � - ! / � ! 13 r � 1309.00F5 �+� PART OF THIS GRADING PLAN,AND SHALL BE COMPLIED WITH. 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION.WHERE SPECIFIC ELEVATIONS ARE REQUIRED,THE ELEVATION(WITH RESPECT TO MEAN SEA LEVEL)SHALL BE GIVEN.IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. ! I r ( 1309.95TC.,1308.86TC o 20. ALL PROPERTY CORNERS SMALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TU COMMENCEMENT OF ANY CONSTRUCTION/GRADING. ^� 13tA�` P)LIMITS OF r 1309.45FS 1308.3fFS 1308.75TC ` 21. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND ENGINEERING /\ `/! I\\!! f I I M ' I ^� NOVERp(CAVA110N rrr I I 13�2 I ( 1308.25FS DEPARTMENT FOR CUT AND FILL SLOPES OVER 30'IN VERTICAL HEIGHT. \ / 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. \ �,•,•-r 1 I f! r•r /!' \ I98.09TC"� i011307.38TC 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PIED,IT MUST 8E CLEARED,KEYED AND BENCHED INTO FIRM NATURAL E ,,r 63� 1309.25TC 7308.21TC 1307S9FS 1307.33R: 13 6.88FS 1 - SOIL FOR FULL SUPPORT.PREPARATION SHALL BE APPROVED BY A REGISTERED SOTS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. -A. OUTLOT 1 `' +� ,;Y 1308.75FS 1307.71FS 1306.83F5 SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED. ' •� 13 I �/ 1 1111 24. THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES. 1307.98TC 130T C4 A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE LACKFlLL OF ALLUVIAL COLLIVWL AND TERRACED AREAS AND ANY f 1312.9 PAD ' /r�� " A 1308.tOTC 1307.48F5 1307.22TC 1306.78 /( 1 r o 1310J3TC 13,0.471C Z {N SUBSTRUCTURES. AREA: t0.569 AC // rr i /T3310.23FL 13091.9'FS 40TC ,307.60F5 1306.72FS r_ A B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING AND FILLING OPERATIONS. j I j V C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL. ->-- / r D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. _-- 1308.90F5 1308,82TC / r 1308.94TC \ 1 VA25. EROSION CONTROL:ALL GRADED SLOPES SHALL BEPLANED WITH ROSEA ICE PLANT OR ANOTHER APPROVED GROUND COVER AT TWELVE 131125TC 1308.32FS 1308.44FS 0 �S$ W INCHES(121 ON CENTER.SLOPES OYER FIFTEEN FEET(w)IN VERTICAL.HEIGHT',IN ADDITION TO GROUND COVER,SHALL BE PLANTED ! !' 1310.75FS/HP r F ! i j /I // ��\�' �Ty, 1308.91TC H WITH APPROVED TITLES,SHRUBS,OR COMBINATIONS HEREOF SHRUBS SHALL BE PLANTED AT TEN FEET(10')ON CENTER;TREES TWENTY 1308.41FL 1305.AN, FEET(20')ON CENTER;COMBINATIONS FIFTEEN FEET(15')ON CENTER.SLOPES OVER THREE FEET(S)IN VERTICAL HEIGHT SHALL HAVE L J I fi I / ,309.96TC ,308.81TC Q W PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. ! 1314.7FG 71 k r S \"s'`� � �p ( '� Lr 1309y46FL 1308.31FL / \ !L N 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING ME 1308.70TC GRADING PROJECT. "\ W �-/ ! 1311.OR - '` I `y r 1 S.t01NV 1308.20FS,� 1 1 27, APPROVED EROSION PREVENTATIVE DEVISES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHALL BE IN PLACE AT \ ' I f 1306.9FL k 1310.18TC - - - I 13D8.28TC _ THE END OF EACH DAYS WORK. 1309.68FL 1305.251NV I3D7.78F5 - 1 ( \ r E--F->1308.,4TC �1306.31TC�..� 28• ALL WORK SMALL CONFORM TO THE CRY AND STATE CONSTRUCTION SAFETY ORDERS. ---- I 1306 13W02M 1305.271NV 29. THE LOCATION AND PROTECTION OF Aft.UTILIES IS THE RESPONSIBILITY OF THE PERMITTEE. J ( °j 1307.64FS 1306.38TC 1305.81FS '1 /f 1305.07INV 1305.86F5 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. /1309.99TC I 31. SANITARY FACILITIES SHALL DE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERATION. T309.49FL III 1309,30TC.i308.62TC 1307_99TC I 1306.20TC ~ 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS OF THREE(3)FEET 4 ° I 306.80F51308.12FS I ,307.49FS 1305.24TC 1305.70F5 1 VERTICAL HEIGHT WITHIN NINETY(90)DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH ORDINANCE NO. z ! I 2.0%1305.iBINV / 305.74F5 882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. i / 0w I_I 1305.231NV 1308.12TC !�"". W !/ 1309.5FL / 131t)F 1307.62FS 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMIUARIZE HIMSELF WITH THE SIZE AND BE SOLELY RESPONSIBLE FOR T r ( i k 1309.74TC 1309AZTC /,,,! I ANY DAMAGE TO EXISTING FACIITES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS,WHETHER OR NOT SUCH FACILITIES ARE 1309.24FL 1308.62F5 v I /t SHOWN ON THESE PLANS. 1309.46TC 1309.20TC ! i I/ 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE(1)BLUE TOP PER FINISHED PAD,PRIOR TO ROUGH GRADE APPROVAL. 1308.96FL 1308.70FS 4.2% / 35. APPROXIMATE DATE OF: BEGINNING OPERATION: 21 •� .� ( /X\ ..--^•� ! E rr \..y,..; COMPLETION: H 1308.951C 1_308.85TC/ 1 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH MAXIMUM DIMENSION GREATER THAN THREE INCHES(3')WILL BE PLACED IN FIBS WITHIN 1308.45FL 1308.35FL ` ' ROADBED AREAS OR THREE FEET(S)OF FINISH GRADES,UNLESS THE LOCATION,MATERIALS,AND DISPOSAL METHODS ARE SPECIFICALLY \\ r r 1308 ! 1306.9FL 1304.621NV 130873TC ! APPROVED BY THE SOILS ENGINEER. \ = I 1.2% ! 13f .23F5 I I 7. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL. I W8.90TC \`�-"•` P I r ..' .. ... ...�...�. ..• ... .. k 1308.40FL 1304.681NV 1308.13TC \� 38. GRADING PLANS WILL NOT DE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT. 1313.FG ! 1308.5FL ar '' ^' ,5p° 1307.63FS 1306.82TC 1305.61TC 39. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM(NPDES)PERMIT TO REGULATE MUNICIPAL AND pq° ti 1 .,OTC Y 1306.85TC 1306.32FS 1305.75TC 1305.1IFS INDUSTRIAL STORM WATER DISCHARGES. f} \r �� 304.53TG III 1307.60F5/ 1 NPOES WDID DATE PERMIT ISSUED: /1 1304.S61NV 1 1 1306.35FS /. 130525FS 1 40. DRAINAGE EASEMENTS WALL BE KEPT CLEAR OF ALL OBSTRUCTIONS.NO BUILDINGS OR WAIFS SMALL BE PLACED WITHIN EASEMENT LIMITS. 2.3% 1307.97TC I 1306.66TC 1305.467C } 1308.7Fl. \ 1307.4,FS 30 94TC 1308.69TC 1306.16F5- 1305.60TC 1304.96F5 TEMPORARY IMPROVEMENTS ARE SUBJECT TO REMOVAL AT OWNER'S EXPENSE. 1309OV) UMTIS OFER(XCAV ON ' 1307.44F5 1 I / 1308.S5TC 1304.601NV ! 1306.19FS 1305.tOFS� 1308.05F1 1304.681NV-• / ! k 1308.35TC 1308.03TC/ ! °6 / 1308.9FL/HP'-`•'�-.�� ' ! BASIN r I f 7.85FL 1307.53FS ! 1 GRAPHIC SCALE NOTE:INSTALLATION/CONSTRUCTING THE FOLLOWING; 9 tG 20 CURB,CURB AND GUTTER,2'CURB OPENING AND ! rr 1304.608.1 1308.02TC� ,'' 2'STEP OUT SLAB PER SiTE PLAN SHEET C-1.0 OUTLOT 2 � 1305.9 BOT ,3o6.,aTG 13D7.52FSr-' { 1 \ I ( 1309.2 PAD z.5 i307saFL /r/ ! �' \ r .6 AREA: f0.711 AC '� / 1307.41TC ! ( IN p'E' ) J \ t ! ( k 1307 52TC 1306.91 FL `� 1 inch= 20 tL I - 1O 307.02FL 1307.29TC 1303.21114V 1306.79F5 tr f �"� �,.• •�k 1 �� _ - - / 'o �i 147TC 1303.241NV 1 r J 306 f 1 r r/ 1305.75TC / 1304.56fC' 30 6. 9 _ rr 1305.767C I305.25FS „9i 1304.57TC 13D4.O6F5 1306.89Fl1,' 1305.26FS �, /\" ,304.07FSo9M .1 • SHEETC- SHE C-2. 307.20TCK3�.70FL 1303.,41HIV 1�5.60TC 130C 1TC 1304401C1305..1OF 1303.91F� 1303.90F5 17 MATCHLINE LEGEND ABBREVIATIONS i • C, CONTRACTOR SHALL CONTACT - + - - - SEE SHEET C-2.4 PROPOSED BUILDING -XX- PROPOSED CONTOUR x XX.XX SPOT ELEVATION ' ; 811 FOR LOCATION OF ALL NOTE:SECTION DETAILS ARE SHOWN ON SHEET C-2.7 i x XX.XX TC TOP OF CURB iUP UTILITIES,AT LEAST 72 HOURS PROPOSED CURB OR CURB&GUTTER ----XX---- EXISTING CONTOUR x XX.XX FS FINISHED SURFACE '{ PRIOR TO BEGINNING x XX.XX FL FL ; { O ')• • • • • • CONSTRUCTION ALERT TO CONTRACTOR: RETAINING WALL - - - OVEREXCAVAIION&PAD LAIRS x XX.XX TG TOP OF GRATE -2.4 SHEET C- T FARTHWORK, C- x XX.XX 70P TOP OF STRUCTURE OR CASTING L " iJ, . ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED 11GRATED DROP INLET > FLOW LINE x XX.XX 1W FINISHED GRADE 0 TOP OF WALL i � ( x XX.XX DIN' FINISHED GRADE 0 BOTTOM OF i{ FINAL UTILITIES,AND FINAL GRADING)BY THE MILESTONE DATE IN SIPHONIC BREAK CONCRETE STORM 810-RETENTION BASIN WITH x(XX.XX) WALL la r4 DEWATERING NOTE: PROJECT DOCUMENTS,OUTLOT AREA TO BE KEPT FREE OF JOB TRAILERS 0 MANHOLE SEE NAIL PER ONSITE 6"PERFORATED PVC UNDETRDRAINS HP EXISTING ELEVATION AND STORAGE AFTER THE CONTRACT MILESTONE DATE FOR THE OUTLOT. IMPROVEMENT PLANS AT 0.5%MkMUM SLR SPACED LP MGM POINT WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WM GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUTLOT POINT WET PROVIDE ADEQUATE DEWATERING,DRAINAGE,AND CONTRACTOR TO THE SPECIFIC PARCEL AT ALL TIMES AFTER MILESTONE p STORM DRAIN MANHOLE AT O.C.WITH PERFORATIONS GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. DATE.PURC14ASE7R OF OUTLOT TO PROVIDE PERMIT DOCUMENTS AND ANGLED ED DOWNWARD(TIP.) GRADING KEY NOTES REFER TO MASTER SITE SPECIFICATIONS. SWPPP REQUIRED BY STATE/LOCAL REQUIREMENTS FOR SPECIFIC OUTLOT. X�%% SLOPE ARROW © INSTALL MAP M Y S /T-/g STALL 2'CURB 'k'PER DETAIL ON SHEET C 6.3. e CURB DROP INLET NOT TO SCALE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS PREPARED BY: SEAL BENCHMARK: Y'+ �+ DRAWiNc NUMBER: MARK REVISIONS APPR. DATE OF DEVELOPMENT AND/OR CITY AND STATE LAWS,AND A PERMIT MAY BE ISSUED. 30Executive Park,Suits 100 v1 Ok1I DESIGNATION 13433 AGENCY:RIVERSIDE COUNTY TRANSPORTATION COMMISSION. CITY OF LAKE ELSINORE ND 2"BRASS DISC WITH 10' Irvine,CA 92614 s.9 p�NN0Ugr4 CONCRETE DOLLAR.LOCATION:NSOUTHWEST CORUMENT TYPE. ER CENTRAL AVENUE AND CAMBERN /'� /� i t:949 296 0450 t:949 296 0479 4T' ° `T AVENUE(DOWN 1.0').AGENCY:NGVD 1929 WALMART SUPERCERTER#2077-07 C�L■ 1 No. 46039 SCALE: DRAWN: BB 29260 CENTRAL IMPROVEMEN AVE LANE T PLANSA 92532 I SHEf�T 7 OF 38 ExP.12 31 20 1 = 20' RRE OWN HATBIBrMGIN ENGINEER 83156 DATE J OUR AD RCE No. 46039 DATE �'�f OFIVca �\4 DATE: CHECKED: JP GRADING PLAN r F] E No. April 10, 2019 .l q-3,6 filename:P:\2008\200800"\-CURRENTDRAWINGS\-PRODUCTON FILES\ONSrrE\200800688-C-2.1 -C2.7-PG Plot Date:4/10/2019 3:05 PM 9Y:Noel 14H.- 1 1 2 3 4 5 6 7 8 9 10 17 1 12 13 14 15 16 17 18 19 20 - -- ^--- --_ - _ -- -- - -- -- � .F / r-- --X X--x ,- GRADING NOTES - - _______________________________ _______ ____ -s-.-- ------------------------------------------- ---------- _�-----�_--'"�-__ - -- 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE MUNICIPAL CODE GRAPIER 15.72 AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION GE THE C.B.0 APPENDIX CHAPTER 33. A 1 CAUSERN AVE Y �\ ^'` 1 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINORE PRIOR TO ANY OPERATIONS. 1 r 3 ) Pf V' i 1 3. THE DLUELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.SA ALTER(1-800-422-4133)FORTY-EIGHT(48) HOURS PRIOR TO GRADING. C THE CONTRACTOR SMALL MGM THE CITY ENGINEERING DEPARTMENT AT LEAST TWENTY-FOUR(24)HOURS IN ADVANCE OF BEGINNING GRADING OPERATIONS. 5. DUST 901L BE CONTROLLED BY WATERING OR OTHER METHODS APPROVE BY THE CITY ENGINEER. f \ \ \ \ \ 6. CUT SLOPES SHALL BE NO STEEPER THAN 2.5 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,AND SHALT.BE SHOWN ON I THE PLAN. 7. FILL SLOBS SHALL BE NO STEEPER THAN 2.5 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,SHALL BE SHOWN ON PLAN, \ �..,• / T .Y AND SHALL NOT HAVE LESS THIN!95%RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. B �i FILLS SMALL BE COMPACTED THROUGHOUT TO 95%DENSITY AS DETERMINED BY THE MODIFIED THREE LAYER A.S.T.M.D-1557-70 TEST MET__ �''~ ✓ `F L 9 FILL AR ,SCARIFIED, D INSPECTED BY THE G INSPECTOR AND APPROVED �!i,,.-' FILL AREAS SMW1 BE CLEANED�ALL VEGETATION AND DEBRIS MI RADING __ - __ -- _T r t-- SOILS TESTING AGENCY PRIOR TO THE PUKING OF FILL- --- - 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH.NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS APPROVED BY THE SOILS lC_z7--""------ _.__._-_---- - " -- - 'L.-.�--.--�',._..,..--------- --^"""""-"-'�•-----ram.-.»...- --�. - . ?."__ -�'..._•.-�------- ii. Nl EXTERIOR WALLS AT NOT LESS �R FOOT FOR A MINIMUM OF EN iX 1306.321W "'- ,, -_J�-�^' � FINISH GRADE SHALL BE SLOPED AWAY THAN 3 7H - --- ( NE OF EARTH SWALE. 13063EBY'--�-1306 •Q r•�• 12. MINIMUM(MINIMUM) To TAD AND DRAINAGE SWINE SLOPE SHALL BE 1%IF CUT OR FILL SLOPE IS LESS THAN 10',AND 2%IF CUT OR FILL IS C _ -- -�.�� - --- ----`1310 ------ , 1305 / g GREATER THAN 10'.DRAINAGE SWALES SHM1 BE MINMMUM OF 0.5'DEEP AND CONSTRUCTED A MINIMUM OF 2'FROM THE TOP OF CUT OR 1309 _ 1306.361. ,306.,�N ,304� c� FILL SLOPES. 1308 - - _ - _ _ _ 1305.89RIM - 1303 13. PROVIDE 5'W�BY 1'HIGH BERM OR EOUNALENT ALONG THE TOP OF ALL FILL.SLOPES OVER 5'HIGH. 1307 - 1 \/'-- .' 02 _ ~ 14. PROVIDE A BROW NCH,DESIGNED TO HANDLE 100 YEAR STORM ROWS ALONG TOP OF CUT SLOPES. 1..98TC 130.26TC f' --1 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SMALL BE PERMITTED. ,306.43TC 1304.791T: f 1306. 1305.76FL 1302.3FL I (_/- - - 1306.43FS C 13oa.29FS I �� }� � � 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER,TO SUPERVISE GRADING AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDES 1307.83TC i 1304.64TC - ----- ---�- i-- - FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS O SOIL. 1307.36F5 ------- \1308.29TC 1304.14FS IW4.50TC 1305.BBTIY 130. 17. GRADING CERTNICAIMN BY THE DEVE SA LOPER'S L ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS ENGINEER SHALL BE 308 1307.79FS �3d / f 3 1304.o0FS ( SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS. D 1 s` \� \..��' 1304.SBTC ] QAIEBNG wel�4 +nn jF ..1 18. Tiff SMS ENGINEERINGINVESTIGATION PREPARED BY MOORE TWINNING ASSOCIATES,INC.DATED MARCH 5,2018 SHALL BE CONSIDERED A 1304.08FS f" I -�' WITH ADA GUARD RAIL PART OF TITS GRADING PLAN,AND SHALL BE COMPLIED WITH. 1 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION.WHERE SPECIFIC SEE DETAIL AT RICK ELEVATIONS ARE REQUIRED,THE ELEVATION(NAM RESPECT TO MEAN SEA LEVEL)SMALL BE GIVEN,IF AN ELEVATION WITH RESPECT TO r �° ADJACENT GROUND SURFACE IS REQUIRED,THE ACi'UAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. / �� 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. �r� f 1306.021C 1305.96TC \.,�^,,,..__.✓`" 1304.43TC �- I 21. STABILITY CALCULATIONS AM A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND ENGINEERING 1306.32TC 1305.52FS 1305.46FS 1304.44TC 1303.93FS 2.0%/ ///""" � 1303.94FS '�.. DEPARTMENT FOR CUT AND FILL SLOPES OVER 30'IN VERTICAL HEIGHT. 1 / 1305.82FS 1304.1ITC I L... 1 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOUR ALL FILLS GREATER THAN ONE FOOT. 1305.84TC 1303.61FS 23. W SAP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE CLEARED,KEYED AND BENCHED INTO FIRM NATURAL (P)ADA GUARDRAIL 1 F z SOIL LO FOR FULL SUPPORT.PARE R PREPARATION SHALL BE KEYEDAPPROVED BY A HEDISTEREO SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL _ 1305.28TC 1 a SCOFFS GREAffR THAN 5:1 ARE REWIRED TO BE KEYED AND BENCHED. 1305.78FS o 1303.76FS 24. THE SOBS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES. 1307.O6TC � J.. 1306.75TC 1306.37TC ! ® 1 B., A UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF ALLUVIAL,COLLUVIA.AND TERRACED AREAS AND ANY Wrl7.00TC 1306.5615 l 1306.701C -1 306.25F5 1306.38TC 1305.87Fs I Ilrl M SUBSTItUC1URfS. Z N 1 1306.SOFS �� 1306.20FS 1305.88FS I 1304.osTC 1 70 1302.80BW 1 Z AV B. WfHIIG ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING AND FILLING OPERATIONS. V 1 1306.96TC 1306.65TC�� 1306.24TC 1 C 1 .4 1 1303.56F5 1303.67TC p C. DURING INSTALLATION OF BL"RESS AND CANYON SUB-DRAINS AND FILTER MATERIAL t3D4.12TC 13DE.90TIC ,306.46F5 1308.fi0TC/-1306.15F5 1306.25TC 1305.74F5 1305.44fS 1304.92F5 E ?p� ,303.62FS 1303.17FS 1 V D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. F 2 W 1306.40�..�' 1306.10FS 1305.75FS = 1 3.73TC (P) RETAINING WALL 25. eaoswMl CONTROL ALL GRADED SLOPES SNAIL f>£PLANTED WITH ROSEA ICE PLANT OR ANOTHER APPROVED GROUND COVER AT TWELVE 1303.23FS I II� NICHES(121 ON CENTER.SLOPES OVER FIFTEEN FEET(15')IN VERTICAL HEIGHT,M ADDITION TO GROUND COVER,SMALL BE PLANTED ,;` 1304.O2 f, W WITH APPROVED TREES,SHRUM,OR COMBINATIONS THEREOF:SHRUBS SHALL BE PLANTED AT TEN FEET(ID')ON CENTER;TREES TWENTY `-� 1303.52F'S (P) LIMITS OF y «i f ,306•// i! O,A REXCAVAflON V y FEET(26)ON CENTER;COMIBINATENS MIEN FEET(15')ON CENTER.SLOPES OILER THREE FEET(3')IN VERTICAL HEIGHT SHALL HAVE h f r tie - ,�•" `"" FS®BW 1 �IRRIGATION SYSTEMS NAM BACKFLOW PREVEMIN DEWS PER U.P.C. ww ••r„ 26. PROTECTIVE MEASLES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE 2.7 i P� (0) 27. APPROVEDM�PR�NTAN,�WISES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHAL BE IN PLACE AT iG GRADING PROJECT 1 OF 1303.56TC 1303.36TC I f 06� 1302.86FS 2. ALL WORK SHALL CONFORM TO 7 CRY AND STATE CONSTRUCTION SAFETY'ORDERS. 1303. f f I 29. THELOCA11dR AND PROTECTION OF ALL LIT1.119ES IS THE RESPONSIBILITY OF THE PERurtTEE. RETAINING WALL DETAIL 30. AN APPROVED SET OF GRADING PUNS SMALL BE ON THE JOB SITE AT ALL TIMES. G 1 ! t 303 6TC 1302.10TC I NOT TO SCALE 1 31. SANITARY FACILM SHALL BEMAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERATION. I )) 1 1305.71TC 1305.367C 1305.067C t 1304.79TC t �t 1302.66F5. 1301.60FL/LP-� 1 32. ALL SLOPE SM1AJ.BE PUAtffD AND IRRIGATION FACILITIES SMALL DE FRONDED FOR AL SLOPES IN EXCESS DE THREE(3)FEET 11305.65TCi 1305.21FS 305.31TC 13D4.86FS -"-13D5.00TC 1304.56M / 1304.73TC 1304.29FS 1 1302.12TC 1302.15TC I r L.MffISHT WRMBM NINETY(90)DAYS AFTER COMPLETION OF ROUGH GRADING AND SMALL BE IN ACCORDANCE WITH ORDINANCE 10. 1305.15FS ___ p1 1304.B1FS f,..'' 1304.SDFS 1 1304.23F5 0 } 1303.34TC 882 PRIOR TO TIff APPROVAL OF FINAL INSPECTION. 0 1302.86F5 �'`� 1 .94TC 1301.62FL 1301.1STC ., 13 1305.2 1304.9 , 4.70TC t 1 �a 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF YAM THE SITE AND(VE SOLELY RESPONSIBLE FOR 1305.54TC 1305.1 OFS 1305.20TC 13D4.76FS 1304.91TC 1304.46FS 1304.64TC 1304.20FS t 1 ,\�.� 1302.44F5._�r.---- 00 1302.68FL 1302.7 • ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS,WHETHER OR NOT SUCH FACILITIES ARE a \ 0 • SHOWN ON THESE PANS, 1305.04FS 1304,7t#B 1304.41FS 7304.14FS 4 t 130.391. 1 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE 1)BLUE TOP PER FINISHED PAD,PRIOR TO ROUGH GRADE APPROVAL 1301.89FL ry • L LEGEND 1 35. APPROXIMATE DATE OF. BEGINNING OPERATION: H �,'' 1 t i ti.-- 130z.37TC 1302.35TC 2.7% COMPLETION' t L \ 1301.87FL 1301.85FL I t--.:• PROPOSED BUILDING I Ali IRREDUCIBLE MATMIA.WITH MAXIMUM DIMENSION GREATER THAN THREE INCHES(3')WILL BE PLACED IN FILLS WITHIN THREE FEET(S)OF FINISH GRADES,UNLESS THE LOCATION,MATERIALS,AND DISPOSAL METHODS ARE SPECIFICALLY N I �. } ( \ /�'f • - PROPOSED CURB OR CURB& APPROVED BY THE SOILS EIGMEER. VIA N ;� ,�,'"_� • GUM 37. THE IST W SET GRAM STAKES FOR ALL DRANAGE, AND OBTAIN INSPECTION BEFORE APPROVAL i' ^"" 1302.79 } 1302.88TC 1�, PPP �i 1 38. GRADING RAMS WILL NOT BEAPPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT. I 1302.38FS l \ 1302.76PS RETAINING WALL 39. THIS Siff HAS OBTAINED A NATIONAL POLLUTION PREVENTION EUWMATION SYSTEM(NPDES)PERMIT TO REGULATE MUNICIPAL AND 1302.29FS t \ - 0 F..^._-^.,.._,_ 1 / 130.41 �� 0 INDUSTRIAL STORM WATER DISCHARGES. J � �"\ - ( \ f GRATED DROP INLET NPOLS WOb/ DAM PERMIT ISSUED: r^ / \ 1302.41P5�\ t \ / I Q. DRAINAGE FITS WAD.M KEPT CLEAR OF ALL OBSTRUCTIONS.NO BUILDINGS OR WALLS SHALL BE PLACED WITHIN EASEMENT LIMITS. I I 1304.23TC 1303.97TC L....1303.78TC .,.1303.62TC 1303.14TC \ ,302.62TC \ �""'� - SIPRONIC BREAK CONCRETE STORM TEMPORAMtf IIPROV£MEN15 ARE SUBJECT TO REMOVAL AT OWNER'S EXPENSE. 1304.21TC 1303.73FS 1303.92TC l303.47FS 1303.72TC �1303-28FS 1303.571T:� 1303.12F5 1303.,8TC 1302.64F5 \ 1302:12FS i -1302.45TC I MANHOLE SEE DETAL PER ONSIfE 1303.71FS 1303.42FS 1303.22FS1303.07FS 1302.68FS 302.24FS IMPROVEMENT PLANS\1302.90TC1303.4TC 1303.031C 11302.40FS1302.7304.09TC 7303.63FS 1303.82TC 1303.38FS1303.84T 1303.50TC 1303.04FS 1303.O6TC 1302.53FS \ \ \ \, 0 O STORM 1I2AN1 MANHOLE 1 NOTE:INSTALLATION/CONSTRUCTING THE FOLLOWING; 1303.59FS \ 1303.32 f/ i303 1303.14FS 1303.00F5 1302.56FS tT `` \1 1301.99FL _ \\ X�XXX SLOPE ARROW CURB,CURB AND OUT SLAB PERG 2'CURB UTTER, PLAN OSHEETDCG 7AND 0 1302.18FS .86GFS CURB DROP INLET D \ I \\� ( 1 .67TC 1302.63TC -XX- PROPOSED CONTOUR 1 1 1302.17FS 1302.,3F5\ 1 ! 1 p;___a._ D15TING CONTOUR - ai 1 15% 130.81TC 302.26FS \ \ I 1 \\ \ \ \\ - -' - OVE•REXCAVATION&PAD UNITS - J \\�--^'-(1306).'" 1302.31 FS 113Q.7 TC Yl I \\ \\ �. �... FLOW LINE 1 1303.49TC J/ 1302.457C 13021302.26TC 130 28TC j7 , 1302.S7fC \, ,30222FL f I \} \ BOO-RETENTION BASIN WITH 6' 1 I' EET :1 SHE C-2. t'`•�1303.52TC 1302.99FS 1302.36TC 1301.95FS 1302.20TC'"'T13_01.78FS'11,� 1302.22TC 1301.78F5 + rt.28TC 1311: FS 1302.49TC 1302.O7FS t ( PERFORATED PVC UNDERDRANS AT 1 G� K 1303:02FS. 1301.86F'S 1301.70FS '^-,, 13�01.72F5 I - 1301.78FS 1301.99FS s t t O.SX MINIMUM SLOPE SPACED AT 5'1 O.C.WITH PERFORATIONS - 303.33TC 1302.25TC 1302.15TC 1302 34 1302.4BTc 1302.S6TC I i 1 J _ 1303.35TC 1 1302.09TC 1 1302.27TC f 1302 �30�85FS 1302.83FS�,33y1.7IFS 1301.84F5 1311'59F 1301.68FS� 1301.65E ��.72FS -7F ,301.84FS- 1�� _ 130� y - - �lIATCHLINE NOTE:SECTION DETAILS ARE SHOWN ON SHEET C-2.7 ABBREVIATIONS [ 3 TIP x XX.XX SPOT ELEVATION ji ° ° ° ° SEE SHEET II ALERT TO CONTRACTOR: x XX*xX Tc TOP of cuRe a 2.4 °I SHEET C_- ( T I x XX.XX FS FLOWUN SURFACE 3, I L x XX.XY FL FLDWLINE e,. ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK, x XX.XX TG TOP OF GRATE - I ? FINAL UTILITIES,AND FINAL GRADING)BY THE MILESTONE DATE IN z XX.XX TOP TOP OF STRUCTURE OR CASTING CONTRACTOR SHALL CONTACT PROJECT DOCUMENTS.OUTLOT AREA TO BE KEPT FREE OF JOB TRALLERS DEWATERING NOTE: x XX.XX 7W FINIS14ED GRADE 0 TOP OF WALL �_ -- - 811 FOR LOCATION OF ALL AND STORAGE AFTER THE CONTRACT MILESTONE DATE FOR THE OUTLOT. GRAPHIC SCALE z XX.XX BW FINISHED GRADE 0 BOTTOM OF WALL !lt]]]LL4 WM GENERA.CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUTLOT WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF 20 0 10 20 x(XX.XX) EXISTING ELEVATION UTILITIES,AT LEAST 72 HOURS CONTRACTOR TO THE SPECIFIC PARCEL AT ALL TIMES AFTER MILESTONE WET WEATHER,PROVIDE ADEQUATE DEWATETBNG,DRAINAGE,AND HP HIGH POINT PRIOR TO BEGINNING DATE.PURCHASER OF OUTLOT TO PROVIDE PERMIT DOCUMENTS AND GROUND WATER MANAGEMENT TO CONTROL MOTS LIRE OF SOILS. LP LOW POINT CONSTRUCTION SWPPP REQUIRED BY STATE/LOCAL REQUIREMENTS FOR SPECIFIC OUTLOT. REFER TO MASTER SITE SPECIFICATIONS. � 1� ( ) KEY MAP M ,(/ff.13.73 1 inch = 20 ft NOT TO SCALE MARK REVISIONS APPR. DATE OFESE PLANS HAVE BEEN REVIEWED FOR COMPUANCE DEVELOPMENT AND/OR CITY AND STATE LAWS,AND AITH THE APPROPRIATE PERMIT MAY BE ISSUED. 30 PREPARED BY: SEAL �wI BENCHMARK: CITY OF LAKE ELSINORE DRAWING NUMBER: 59 .DESIGNATION#3433 AGENCY:RIVERSIDE COUNTY 7RAN SPORTATION.COMMISSION. 30 EXBCUtIVe Perk,Suite 100 E �,9 N NOUq ELEVATION: 1316.96 FEET.MONUMENT TYPE FOUND 2'BRASS DISC WITH 10' /GreegbergFarraw Irvine,CA 92614 7�Oa t7��C CONCRETE COLLAR.LOCATION:SOUTHWEST CORNER CENTRAL AVENUE AND CAMBERN t:949 296 0450 f.949 296 0479 AVENUE(DOWN 1.0').AGENCY:NM 1929 WALMART SUPERCENTER#2077-07 C m L■L E y 124/33 o * SCALE: DRAWN: 86 28255 CENTRAL E AVELASE ENT PUNS CA 52582 SHEET. 8 OF 38 ENTRALAVE LAKE PLANS REMON HABIB RCE 83156 DATE 08/08/19 ,041 IVI tEp 1p _ 20' GRADING PLAN FILE No. 1 1ABTM9 CITY ENGINEER J OUR AD RCE No. 46039 - DATE s OF CAO DATE: April 10, 2019 CHECKED: JP '�i-3I 7 Flknome:P:\2008\200800688\-CURRENMRAMNGS\-PRODUCMN FILES\ONSBE\2008006W-C-2.1 -C2.7-PG Plot note:4/10/2019 3:05 PM BY:Noel Brtaeno 1 1 2 - 3 4 1 5 fi 7 8 1 9 10 11 12 1 13 1 14 15 16 1 17 18 19 20 �- -- -- -- -- \ - --i-----� \ GRADING NOTES- L--------------- _ .__ �_� 4 ---- ---- -- -------------------------- •-------------------------=="-^-_________ ------_�" 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CRY OF LAKE ELSINORE MUNICIPAL CODE CHAPTER 15.72 AND APPLICABLE ---- ___ ____ I - STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE C.B.0 APPENDIX CHAPTER 33. A 1 ! CAMBERN AVE f sr I 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINORE PRIOR TO ANY OPERATIONS. 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.SA ALTER(1-800-422-4133)FORTY-EIGHT(48) HOURS PRIOR TO GRADING. 4. THE CONTRACTOR SHALL NOTIFY THE CRY ENGINEERING DEPARTMENT AT LEAST TWENTY-FOUR(24)HOURS IN ADVANCE OF BEGINNING GRADING OPERATIONS. 5. DUST SHALL E CONTROLLED BY WATERING OR OTHER METHODS APPROVE BY THE CRY ENGINEER. 6. CUT SLOPES SHALL BE NO STEEPER THAN 2.5 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,D SHALL BE SHOWN ON 1 r- _r♦1 ( 1 1 THE PLAN. 7. FILL SLOES SHALL BE NO STEEPER THAN 2.5 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,SHALL BE SHOWN ON PUN, B AND SHALL NOT HAVE LESS 7HAN 95%RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. 8. FWLS SHALL BE COMPACTED THROUGHOUT TO 95%DENSITYAS DETERMINED BY THE MODIFIED THREE LAYER AS.T.M.D-1557-70 TEST L - \\ 9. FILL AREAS SHALL.BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARRED,AND INSPECTED BY THE GRADING INSPECTOR AND APPROVED 7 __ __ _ __ `.�_ __ __ 1w- \ ' - SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL y \ X 10. ALL FILL MATERIALSHALT.BE CLEAN EARiHI.NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS APPROVED BY THE SOILS 5 _ 1291.951NV 11. FINISH GRAPE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN}„PER FOOT FOR A MINIMUM OF 3',THEN 1% (MINIMUM) R.OWUNE OF EARTH SWALE --- - -- --------- -- ----- -- ---------` ------- - - - 1302 12. MINIMUMBUILDING PAD AND DRAINAGE SWAI.E SLOPE SHALL BE 1%IT CUT OR FILL SLOE IS LASS THAN 10',AND 2%IF CUT OR FILL IS I iI C 1304 slw w 1 1 1 I GREATER THAN 10'.DRAINAGE SWALES SK41 BE MINIMUM OF 0.5'DEEP D CONSTRUCTED A MINIMUM OF 2'FROM THE TOP OF CUT OR -1301.1 FL \ 1303 1302 �`+� ",297.7FL 1300 I I 1 FILL SLOES. _ -`" - •130-.90FS 7302.39FS- k+ 1.29297 , �\ 11 9P.3 I Ilk f i3. PROVIDE 5'WIPE OE i'HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL T SLOES T S 5'S. - -,30,_ - _.. . 1299 I ( 14. PROVIDE A BROW ITCH,DESIGNED TO HANDLE 100 YEAR STORM ROWS ALONG TOP�CUT SLOPES. . . - . . . . - ( 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL PE PERMITTED. P I� ( 16, A SOILS ENGINEER SHALL E RETAINED BY THE DEVELOPER,TO SUPERVISE GRADING AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDES ------- - ----..,:' 3. ---- - 1291.781NV� i I '1295.7FL I Nil III I II302�I - II III \ ' �1 FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF SOIL. ' _ t' / 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS ENGINEER SHALL BE 1302.9FG I I h 1 91.16INV 1 91.261NV i� I SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS. D 1 11 IF 11111111111 111 '�j. )- ! 18. THE SOILS ENGINEERING INVESTIGATION PREPARED BY MOORE TWINNING ASSOCIATES,INC.DATED MARCH S.2018 SHALL BE CONSIDERED A \ I 1 PART OF THIS GRACING PUN,AND SMALL E COMPLIED WITH. y� a s I 19. A REGISTERED CIVIL ENGI W OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION.WHERE SPECIFIC 1 C .7sly , �� II I II I II I r r LEGEND � ;�1$ i , ' J I I J IYEVATKkIS ARE REQUIRED,THE ELEVATION(WITH RESPECT TO MEAN SEA L£EI)SHALE.E GIVEN.IF AN ELEVATION WITH RESPECT TO I I I I I I I I ,zs6.zorc i t i ! ADJACENT GROUND SURFACE S REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL E GIVEN. 1 ; ' � I I I I I I 1291.071NV " 1 ( I 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DEUNFA10 IN THE FEW PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. PROPOSED BUILDING \ J � I ( j 1 1 j I I 2,. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL E SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND ENGINEERING PROPOSED CURB OR CURB&GUTTER d 1 1303.50TC 1301.12TC i \ 1 f I DEPARTMENT FOR CUT AND FILL SLOPES OVER 30'IN VERTICAL HEIGHT. 1 / i 1303.00F5 1300.62R - 1 ° \ 1 P 22. A FINAL COMPACTION REPORT WILL E REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. RETAINING WALL / 1 CURB 197 LF / gC---�--- °° r 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO E PLACED,IT MUST E CLEARED,KEYED AND BENCHED INTO FIRM NATURAL 1 P ti _ 1 ,zs,.a3lHri t r I �r E I / ' �..-- //-,� 1 SOT.FOR FULL SUPPORT.PREPARATION SHALL.BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL ® GRATED DROP INLET // + �, i 1 I N SLOPES GREATER THAN 5:1 ARE REQtO TO BE KEYED AND ENOHED. II 3 24. THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES, SIPHONIC BREAK CONCRETE STORM MANHOLE // I ' (P)UMTIS OF >M l 1 .g1TC 1.9% 1 .5 i If I A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFiLL OF ALLUVIAL,COWIVIAL AND TERRACED AREAS AND ANY W N SEE DETAIL PER ONSITE IMPROVEMENT PLANS / P /o O\` OVEREXCAVATION \ k 13(1041FI k y J I SUBSTRUCTURES. Z N 1 d J \ ' T I 1 I B. WRING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING AND FILLING OPERATIONS. O STORM DRAIN MANHOLE d j \ t299 rr t j f I C. WRING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL V 1 ! l I CONTROL SLOPES PLANTED SLOPE ARROW d I ' (P)LMTS OF-A. f 1 i Pi x ' SHALL BE ( ) DURING CONSTRUCTION. D. WHEN AMY UNUSUAL GRADING CONDITIONS ARE ENCWNIERED .- �.1301.25FS• OVERIXCAVATION\ 129.82TC 11 P I f il,.� 25. INCH APPR�NINCENTER SLOPES COMFINATGNS THEREOF. RTICA ICE PLANT OR ANOTHER APPROVED GROUND COVER AT TWELVE / IN VERTICAL HEIGHT,IN ADDITION TO GROUND COVER,SHALL E PLANTED F r+ _ CURB DROP INLET f 130J•OOFS• ' I I SHRUBS SHALL E PLANTED AT TEN FEET(10')ON CENTER;TREES TWENTY V 1301.25FS r1299.32FL t J FEET 20')ON CENTER;COMBINATIONS FIFTEEN FEET(15')ON CENTER.SLOPES OVER THREE FEET(S)IN VERTICAL HEIGHT SHALL HAVE FVA -XX- PROPOSED CONTOUR / ! 1 11 .2 I P ! I f f - PERMANENT IRRIGATION SYSTEMS WITH BACKFLDW PREVENTION DEVICES PER U.P.C. RJ 1 ` J /�j 1300.61FL 4.8%k \ J + 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE Q H 1 _._-_ _--_ EXISTING CONTOUR d 7 P S f t42 \ 1. ' I i GRADING PROJECT. - OVEREXCAVATION&PAD LIMITS ,.� --- --- j �\ 1l I 27. APPROVED EROSION PREVENTATIVE DEVISES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHALL BE IN PLACE AT I <- ( THE END OF EACH DAYS WORK. ...- FLOW LINE 1 ( -130`.70Fl. ! \ I \ 1 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. J \ ► T 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE + ✓ (13m)k 1301.91R I \ 1 B. I 1 ( I 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. G 1 810-RETENTION BASIN WITH 6„PERFORATED t t ,-" ' ,� I \ I I ( t 31. SANITARY FACILITIES SHALL E MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERATION. 1 - _ PVC UNDERORAINS AT 0.5%MINIMUM SLOPE /� _ I I T I 1 32. ALL SLOPES SHAD.E PLANTED AND IRRIGATION FACILITIES SHALT.E PROVIDED FOR ALL SLOPES IN EXCESS OF THREE(3)FEET SPACED AT 5'O.C.WITH PERFORATIONS -•. 1 VERTICAL HEIGHT WITHIN NINETY 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL E IN ACCORDANCE WITH ORDINANCE NO. I ANGLED DOWNWARD(TYP.) / A`-✓ •"' ' 'L, , 1298.4FL 882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. r 1303.DOFF 1303.00tF' 1303.00FF 1303.00FS I-Sc l I y 1 I I L 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMIIARIZE HIMSELF WITH THE SITE AND E SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS,WHETHER OR NOT SUCH FACILITIES ARE ABBREVIATIONS J (13a11- 1302.63TC 1.0% SHOWN ON THESE PLANS. ' 1302.13FL I \ l l I 1 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE(1)BLUE TOP PER FINISHED PAD,PRIOR TO ROUGH GRADE APPROVAL 1 z XX.XX SPOT ELEVATION t- /�y ` 1302.66TC I \ \I M I I 35. APPROXIMATE DATE OR BEGINNING OPERATION: 1 x XX.XX TC TOP OF CURB f \ I 1302166FS. I I \ 1 li J' 1 OR COMPLETION: - H I x XX.XX FS FINISHED SURFACE I \ 1302.76TC I I r j 1 I I 36. NO ROCK OTHER IRREDUCIBLE MATERIAL WITH MAXIMUM DIMENSION GREATER THAN THREE INCHES(3')WILL E PLACED IN FILLS WITHIN x XX.XX FL FLOWUNE i \ 2.7% 102.26FL ry I \'asl I I 1 ROADBED AREAS OR THREE FEET(Y)OF FINISH GRADES,UNLESS THE LOCATION,MATERIALS,AND DISPOSAL METHODS ARE SPECIFICALLY x XX.XX TG TOP OF GRATE i 1 ♦ I I \ APPROVED BY THE SOILS ENGINEER. x XX.XX TOP TOP OF STRUCTURE OR CASTING / x XX.XX Tw FINISHED GRADE®TOP OF WALL PROPOSED BUILDING / of �I I \ j 1, 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL / 1, r ..- h ®-- 38. GRADING PLANS WILL NOT E APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT. 1 x XX.XX BW FINISHED GRADE®BOTTOM OF WALL f \ r M 39. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION EUMINATION SYSTEM(HEROES)PERMIT TO REGULATE MUNICIPAL AND 1 x(XX.XX) EXISTING ELEVATION FF= 1303.00 I �' \ / 1302.98TC I S', o I �'�^^• I I J "� HP HIGH POINT d 1302.81FS 1302.48FS/HP I INDUSTRIAL STORM WATER DISCHARGES. LP LOW POINT I � ' �'^ "' " I ( NPDES WOID) DATE PERMIT ISSUED: I 1 ! -- I� I J 1 ------- ^ �N f d 40. DRAINAGE EASEMENTS WELL E KEPT CLEAR OF ALL OBSTRUCTIONS.NO BUILDINGS OR WALLS SHALL BE PLACED WITHIN EASEMENT LIMITS. \ I TEMPORARY IMPROVEMENTS ARE SUBJECT TO REMOVAL AT OWNER'S EXPENSE. I GRADING KEY NOTES i i � ii it 102�L l \ 1 0 INSTALL 2'CURB OPENING PER DETAIL'k'ON SHEET C-6.3. , l\ \,1J I ' I f J 1 \ o� II 3, � 1 (•, `""--- am I d NOTE MGTALUTION/CONSTRUCTING THE FOLLOWING; E ;� �i : I E .� i !J 2u STEP UOlnA%ABGF'ER SITE PLNNOBSFf OPENING 00 I I -- 1 (\\ J 1 ( i of esF�s I I l / i j, MEET2 1 •' • SH - 1 1301.79F5 ir K V / r i ,30225TC I 1 1 I a. .I . . . . .o CI NOTE:SECTION DETAILS ARE SHOWN ON SHEET C-2.7 l MATC H L 1 N E SEE SHEET C•2.6 ' ! ALERT TO CONTRACTOR: ;, -2.4 • SHEET C- C. ' L ALL WM GENERAL CONTRACTOR WORK TO E COMPLETED(EARTHWORK, -9 FINAL UTILITIES,AND FINAL GRADING)BY THE MILESTONE DATE IN CONTRACTOR SHALL CONTACT PROJECT DOCUMENTS.OUTLOT AREA TO BE KEPT FREE OF JOB TRAILERS DEWATERING NOTE: - AND STORAGE AFTER THE CONTRACT MILESTONE DATE FOR THE OUTLOT. GRAPHIC SCALE 811 FOR LOCATION OF ALL WM GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUTLOT WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF 20 10 20 UTILITIES,AT LEAST 72 HOURS CONTRACTOR TO THE SPECIFIC PARCEL AT ALL TIMES AFTER MILESTONE WET WEATHER,PROVIDE ADEQUATE DEWATERING, DRAINAGE,AND PRIOR TO BEGINNING DATE.PURCHASER OF OUTLOT TO PROVIDE PERMIT DOCUMENTS AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. CONSTRUCTION SWPPP REQUIRED BY STATE/LOCAL REQUIREMENTS FOR SPECIFIC OUTLOT. REFER TO MASTER SITE SPECIFICATIONS. ( IN FEET KEY MAP M R.R 3.17.19 1 inch = 20 1t NOT TO SCALE REVIEWEDTHESE PLANS HAVE BEEN WITH THE APPROPRIATE CONDITIONS PREPARED BY: SEAL NUJ BENCHMARK: DRAWING NUMBER: MARK REVISIONS APPR. DATE OF DEVELOPMENT AND/OR CITY AND STATE LAWS,AND A PERMIT MAY BE ISSUED. 30 EXBCUtIVe Perk,Suite e 100 DESIGNATION#343316.96 AGENCY:RIVERSIDE COUNTY TRANSPORTATION c wrrH COMMISSION. CITY OF LAKE ELSINORE Irvine,CA 92614oaN Ugj9 CONCRETE C0UAR6 LOCATION:NSOUTHWESTECOR ER CENTRAL AND CAMBERN /GreenbergFarraw t:949 296 0450 T:949 296 0479 ' ° AVENUE(DOWN 1.0').AGENCY:NGVD 1929 WALMART SUPERCENUR#M77-07 C m 2■3 NO 46oa9 DRAWN: BB 29260 CENTRAL AVE LANE ELSINORE,CA 92532 SCALE: E,m 12 1 �„ 20, ON-SITE IMPROVEMENT PLANS SHEET 9 OF38 REMONC HABCITYIE ENGINEER 83156 DATE J OUR AD RCE No. 46039 DATE ``OFVCAO�! - DATE: CHECKED: JP GRADING PLAIT FILE No. A94NN April 10, zois I`i`�3Zg Flbna P:\2008\20OW0688\-CURRENIORAWNGS\-PRODUCTION FILES\ONSITE\200800688--C-2.1 -C2.7-PG 1 1 2 1 3 1 4 1 5 1 6 7 18 19 1 10 1 11 112 113 114 115 1 16 117 118 119 1 20 SEE SHEET C-2.1 GRADING NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE MUNICIPAL CODE CHAPTER 15.72 AND APPLICABLE MATCHLINE .A _ ' _ - ' _ _ _ - _ STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE C.B.0 APPENDIX CHAPTER 33. T /� .�� .J->< I s� 2. A WIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINORE PRIOR TO ANY OPERATIONS. 1303.181NV 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A ALTER(1-8DO-422-4133)FORTY-EIGHT(48) /J �`•""^- l'h�a308 / I BASIN k 13070DTC 1306.59TC J/ HOURS PRIOR TO GRADING. ! t I J 1.0% I 1305.9 BOT 306.5OFL 4. TIE CONTRACTOR SHALL NOT#Y THE CRY ENGINEERING DEPARTMENT AT LEAST TWENTY-FOUR(24)FOURS IN ADVANCE OF BEGINNING ��I�-_�•-�-...�_... I / 1303.081NV t 13066'TC� l ,.»"+"" 1 GRADING OPERATIONS. 1306.9FL 1 9TG / ,r' J '�"� 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVE BY THE CITY ENGINEER. 1308.iFL r - - J 1_306.77TC / 1306.11F5 O / 6. CUT SLOPES SHALL BE NO STEEPER THAN 2.5 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,AND SHALL BE SHOWN ON r 1306.27FL J 1306.16TC 3 1 r I 13p8 i / k 1306.27TC 1305.66FL /J \r/�� 7. FILL SLOPES SHALL DE NO STEEPER THAN 2.5 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,SHALL BE SHOWN ON PLAN, / k 1305.77FL 1302.301W / \'A`� ' AND SHALL NOT HAVE LESS THAN 95%RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. 8 A o/ rr� 1306.9FL 1302.241NV`J 1308.01TC,r J B. FILLS SHALL BE COMPACTED THROUGHOUT TO 95%DENSITY AS DETERMINED BY THE MODIFIED THREE LAYER AS.T.M.D-1557-70 TEST o-306.34TG' 1302261M' // 1 9. FRILL AREAS SWILL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED,AND INSPECTED BY THE GRADING INSPECTOR AND APPROVED 13074 1305.86E 1305.66TC / 1 SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL / ------- --- - - 1306.93TC .D 1305.16FL 1305.39TC -----.... f -. 1_7n_314TC - -. ...-.. ... ...10. ALL FILL MATERIAL--SNAIL BE-CLEAN EARTH.NO FILL-SHALL.BE..PLACED�UNTIL PREPARATION OrGROUND IS aoPROVED BY THE SOJIS 1305.6TG / i I 1308.5FL 1369 ,. 1306.43FS1302211NV .411, }� 1 1304.89FL 1302.84R. ENGINEER. N _130G.09TC11. FINISH GRADE SHA L BE SLOPED AWAY FROM ALL EXTERIOR WAILS AT NOT LESS THAN}"PER FOOT FOR A MINIMUM OF 3%THEN 1% SC WITH 10' t J 1305.59F5 1302.311NV 1305.49FS / 1303.07S/ \ 2.8% 1302.261NV (MINIMUM)TO F10WUNE OF EARTH SWALE. 1306.11FS 1307.621Nv P / \ 12. MINIMUM BUILDING PAD AND DRAINAGE SWA.LE SLOPE SHALL BE 1%IF CU'r OR FILL SLOPE IS LESS THAN 10,AND 2%IF CUT OR FILL IS (P)UNITS OF J �1301.571NV C �tF \1 { I I I OVEREXCAVATION I 11305S. .99TC 1306.02F5 1305.40FS 1302.98FS GREATERSLOPOiHAN 10'.DRAINAGE SWALES SHAD.BE MINIMUM OF 0.5'DEEP AND CONSTRUCTED A MINIMUM OF 2'FROM THE TOP OF CUT OR 1 7%1 I ' I 1�.85TC1305.49FS 13.4.73TC 13. PROVI�5'WIDE BY 1'HIGH BERM OR EQUIVALENT ALONG THE 70P OF ALL FILL SLOPES OVER 5'NIGH. 1302.66TC 1304.97TC 1304.23FL t 14. PROVIDE A BROW DITCH,DESIGNED TO HANDLE 100 YEAR STORM FLOWS ALONG TOP OF CUT SLOPES. i 7 ,� k 1305.74TC 1304.47FS f +, 1302.16FL 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. OUTLOT 3 rrr l l'f 1305.24FL 1301.571W r \ 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER,TO SUPERVISE GRACING AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDES 1309.E PAD / w 1301.52]W 1305.05TC \ FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF SOIL - 1301.551W 1304.55FS /t 1. 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS ENGINEER SHALL BE I I f 1309.OFL AREA: f0.578 AC r 130. 1305,28TC 1301.618NV / / 1 SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS. ( / { I r! ' ro, �(.,1,304.78FL 1305,14TC J 18. THE SOILS ENGINEERING INVESTIGATION PREPARED BY MOORE TWINNING ASSOCIATES,INC.DATED MARCH 5,2018 SHALL BE CONSIDERED A D / / / 1307.7 r 1306.Ti0TC J 1304.64FS J ` PART OF THIS GRADING PLAN,AND SHALL BE COMPLIED WITH. 1310.1FG: N. r' 1301.531NV / 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION.WHERE SPECIFIC 1306.10F5 1305.16'TC ry°I/ .a'1 j 1309.9FL/HP r/ 1308.1FIL 1308r3FG k 1304.66FL t3 ASTC �/ ELEVATIONS ARE REQUIRED,THE ELEVATION(WITH RESPECT TO MEAN SEA LEVEL)SHALL BE GLEN.IF AN ELEVATION WITH RESPECT TO _ _ 1304.68FL r - ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. �. 1301.461NV / �309 3FL r� / 1307.9FG nt_304.89TC / _ / � 1 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 1304,39FL 1305.21TC� 1 � 21. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND ENGINEERING i I _ - - - _ - - - �_ Y f I 1304.71FS `� DEPARTMENT FOR CUT AND FILL SLOPES OVER 30'IN VERTICAL HEIGHT. \ 1 I \ j �j ' I304.36TC 1303.53TC 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. \ 1305.69FS 1305.27TC 1304.47TC 1303.86FS 1 •�TU 1303.03F5 1 \ 1310.3FG 1304.77FS/HP 1303.97FS/HP 130314FS/HP /--� 23. IF SWEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE CLEARED,KEYED AND BENCHED INTO FIRM NATURAL E I 1310.5FG 7305.63FS L------_-- SOIL FOR FULL SUPPORT.PREPARATION SHALL DE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. \� 010.39TC 1305.86TC 0 CF 1304.28TG 1301.401NV 1304.48TC ! SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED. \ 1309.89FL / 1305.36FL / 1301.351NV 1304.37TC /1303.98FS/HP 1303.54TC 24. THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN 7W FOLLOWING STAGES. 1301.384NV 1305.10TC 1303.87F5 ! 1303.04F5 1 A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE B.ACKFILL OF ALLUVIAL,COLLUV AL AND TERRACED AREAS AND ANY i \ fl { �i 1306,01TC' ' I I 1304.605 i 1303.f5T 1 W SUBSTRUCTURES. i 1305SiFL 1301.431NV / / 1303.15FS/HP 1 \1\ 2.9% h 130516TC MA B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION, MCFING AND FILLING OPERATIONS. 1306.N)iTC _� k 1305.19TC J z C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL 1305.51FL 1 '6 1304.69FL o J D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. 1305.86TC \ 1304.SOFL/f/ �� a'.� 1/ rr j. V 25. EROSION CONTROL:ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA OE PLANT OR ANOTHER APPROVED GROUND COVER AT TWELVE INCHES(12'ON CENTER.SLOPES OVER FIFTEEN FEET(15')IN VERTICAL HEIGHT,IN ADDITION TO GROUND COVER,SHALL BE PLANTED 1310.39TC r 1305.36FL 1305.17TC F ,,/i ; iI / \ \\ + 1309.89FL O C35F51304.92RIM 1304.67FL 1301.041NV / / 1 = MM WITH APPROVED TREES,SHRUBS,OR COMBINATIONS THEREOF.SHRUBS SHALT.BE PLANTED AT TEN FEET(10')ON CENTER;TREES TWENTY W t \ I / 1304.90TC / ./ 1 W FEET(20')ON CENTER;COMBINATIONS FIFTEEN FEET(15')ON CENTER.SLOPES OVER THREE FEET(S)IN VERTICAL HEIGHT SHALL HAVE � 1 .34FSS 1304.40FS / -, = PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. } t \ _ 0 CF t 1 ti.��' _ a 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE �7304.95FTUL 11 1304.74TC s / j W GRADING PROJECT. r 1305.897C 1304.24FS -�` 1 Q (Y 27, APPROVED EROSION PREVENTATIVE DEVISES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHALL BE IN PLACE AT 1305.39F5 / 1303.68TC 1 2.86TC N THE END OF EACH DAYS WORK. ( •,, I as 1303391G I / f 1303.70TC 1303.18FS 1302.87TC 1302.36FS_ 1 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. of / ! 1300.991NV 6 / 1303.20F5 1302.37FS / i 1.41NV !/ ,V� 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMIiM. ( F j �j / 1305.14T'C (�-� l 1303.58TC 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. D 7 1303,6= 1303.OBFS 1302.77TC 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION O GRADING OPERATION. G 'f„ /r} 11 / t s T 1304.61FL 1304-MC 1303.10F5 1302.27FS 130 757C 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHA L BE PROVIDED FOR ALL SLOPES IN EXCESS OF THREE(3)FEET 1303.89F5 W / { (I / 1300.991Nv j f 130225F5 VERTICAL HEIGHT WITHIN NIFE11'(90)DAYS AFTER COMPI.E710N O ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH ORDINANCE NO. �1 1. 1NV / I 882 PRIOR TO 714E APPROVAL OF FINAL INSPECTION. I rr P I i t 1304 k 1304.38FL 1304.45TC 1 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE SOLELY RESPONSIBLE FOR 1304.38FL 1303.95F5 r I ( I ?� � ANY DAMAGE 10 EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS,WHETHER OR NOT SUCH FACILITIES ARE 2.7% n i� .��_ ! 1304.66TC j ( i SHOWN ON 7HESE PLANS. i 1303 1304.i8FL 13030FL )`�..� -'- � P f 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE(i)BLUE TOP PER FINISHED PAD,PRIOR TO ROUGH GRADE APPROVAL 1 0% ,.,•-'f~-n 1301 gR / 1304.32TC J 1304.16TC 1 /1 35. APPROXIMATE DATE OF: BEGINNING OPERATION: H ... ..:��,f�_... ._ _ _7302,h 01303.82FL /l 130.3.66FL 1302.67TC ( j COMPLETION: r/ { .� 1301 `. I 130403TC 1302.37FS 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH MAXIMUM DIMENSION GREATER THAN THREE INCHES(Y)WILL BE PLACED IN FILLS WITHIN p r i I ✓ I I ,Y I 1299'OBNHV _ I303.53FS ka3�2.92TC 1P 1 ROADBED AREAS OR THREE FEET(S)O FINISH GRADES,UNLESS THE LOCATION,MATERIALS,AND DISPOSAL METHODS ARE SPECIFICALLY ' - I 1304.47TC- 1302.42F1 APPROVED BY THE SOILS ENGINEER. 1303.97FL _ry 1299.131NV / sl 37. 714E ENGINEER MUST SET GRADE STARES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL O�'`° I 6 % - k 1302.75FL 1302.57TC 1301.70iC 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT. \„• \ 1303.86E / 1302.59TC. 1302.07FS 1301.20FS 39. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM(NPDES)PERMIT TO REGULATE MUNICIPAL AND "",✓ 1304.02RIM _ 1303,36FS 1302.09F5 / INDUSTRIAL STORM WATER DISCHARGES. P CRV�N * 2.1% \ I-- -1 - 1299.30NNV 130.48TC 1 1.7 C NPDES WIND# DATE PERMIT ISSUED: J l I ( r '� I / - t- 1302.48TC P 1301.96FS 11• 40. DRAINAGE EASEMENTS WILL KEPT CLEAR O ALL OBSTRUCTIONS.NO BUILDINGS OR WAILS SHALL BE PLACED WITHIN EASEMENT UNITS. J'1303.4FL r 1303.26TC _ _ _ _ _- 1301.98FS / - 1301.611C 1 2 I ` j pb3%I I F a k - j 1301.11 FS TEMPORARY IMPROVEMENTS P SUBJECT TO REMOVAL AT OWNER'S EXPENSE. BASIN 01303- 13D2.79TC 1 I / / D 1300.9 BOT Iles OOINv 13o2.zsFs I / I -- 1 .OSINV 1303.90TC 1303.33TC k 1 99.351NV l / / / / _ �„aa �• (2.73"! 1303.40FL 1302.83FL 1302.89TC k / I NOTE INSTALLATION/CONSTRUCTING THE FOLLOWING; `-•= \ 1302.39FS ti / 20 GRAPHIC SCALE 20 CURB,CURB AND GUTTER,2'CURB OPENING AND �`'J rLiM OUTLOT 4^ M M M 'I ,J 1 2'STEP OUT SLAB PER SITE PLAN SHEET C-1.0 1304.2 PAD _I .12TC 2.0% 1304.1OTC 1303.01TC i ^( 1 IN F[,tlO5 1304.611 1303.60PS 1302.51F5 1302.991C ' AREA: t0.679 AC 1301. \ 1302.j49F5 / 1 inch= 20 !t 11303.7 303.23FS 1302.97FS\ j/ 1.8% i{ - / 1 _ I 1304.1FL/HP ° - 1303.14FL 1303.14FL - n 1303.23TC-1303.23TC -' - - T C- SHE / -.... 1302.73FL 1302.73FL --- T I MEET - 1 °I SHOE I C-2. { K .J i / I �:m un 7r` �► / 1j Qe .I e e .. D I I LEGEND ABBREVIATIONS NOTE:SECTION DETAILS ARE SHOWN ON SHEET C-2.7 _ -°-�- PROPOSED BUILDING -XX PROPOSED CONTOUR x XX.XX SPOT ELEVATION 9 x XX.XX TC TOP OF CURB ' v PROPOSED CURB OR CURB&GLITTER --XX------ EXISTING CONTOUR x XX.XX FS FIN6MED SURFACE RETAINING WALL .� x XX.XX FL FLOWUNE e CVERtO(CAVA110N&PAD L1MTITi x XX.XX TG TOP O GRATE ALERT TO CONTRACTOR: x XX'XX TOP TOP O STRUCTURE OR CASTING SHEET C_- I T C- .I L 13 GRATED DROP INLET �... FLOW LINE x XX.XX 1W FINISHED GRADE 0 TOP OF WALL ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK, - x XX.XX RIM FIND GRADE 0 BOTTOM OF WALL FINAL UTILITIES,AND FINAL GRADING)BY THE MILESTONE DATE IN SIPI40NIC BREAK CONCRETE STORM MANHOLE BIO-RETENTION BASIN WM4 6' x(XX.XX) EXISTING ELEVATION PROJECT DOCUMENTS.OUTLOT AREA TO BE KEPT FREE OF JOB TRAILERS DEWATERING NOTE: SEE DETAIL PER ONSRE IMPROVEMENT PLANS PERFORATED PVC UNDERDRAINS HP HIGH POINT CONTRACTOR SHALL CONTACT AND STORAGE AFTER THE CONTRACT MILESTONE DATE FOR THE OUTI.OT. AT 0.5%MINIMUM SLOPE LP LOW POINT 811 FOR LOCATION OF ALL WM GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUTLOT WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF O STORM DRAIN MANHOLE SPACED AT 5'O.C.WITH UTILITIES,AT LEAST 72 HOURS CONTRACTOR TO THE SPECIFIC PARCEL AT ALL TIMES AFTER MILESTONE WET WEATHER, PROVIDE ADEQUATE DEWATERING,DRAINAGE,AND PERFORATIONS ANGLED GRADING KEY NOTES PRIOR TO BEGINNING DATE.PURCHASER OF OUTLOT TO PROVIDE PERMIT DOCUMENTS AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. XXX% SLOPE ARROW DOWNWARD(TYP.) KEY MAP CONSTRUCTION SWPPP REQUIRED BY STATE/LOCAL REQUIREMENTS FOR SPECIFIC OUTLOT. REFER TO MASTER SITE SPECIFICATIONS. M .( m CURB DROP INLET OO INSTALL 2'CURB OPENING PER DETAIL'k'ON SWEET C-6.3. NOT TO SCALE MARK REVISIONS APPR. DATE OFESE PLANS HAVE BEEN REVIENED FOR COMPLIANCE DEVELOPMENT AND/OR CITY AND STATE LAWS,AND AITH THE PERMT MAYERIATE ISSUED.CONDITIONS PREPARED BY: SEAL 1 BENCHMARK: CITY OF LAKE ELSINORE oRawiNc NUMBER: 30 Executive Park,Suite 100 / -DESIGNATION 16.9E AGENCY:RIVERSIDE COUNTY ND 2'BRASS DI COMMISSION. Irvine,CA 92614 'o�,,N NOUgIlo�E CONCREFE COLLAR.LOCATION:MONUMENT SOUTHWEST CORNER CENTRAL BRASS E AND CAMBERN -/%� IIIIt� t:949 296 0450 a 949 296 0479 Q T AVENUE(DOWN 1.0).AGENCY:NGVD 1929 WALMART SUPERCENTER 4"077-07 2■4 as039 29260 CENTRAL AVE LANE ELSINORE,CA 92532 E p� 08I08119 12 31 2D r SCALE: '- = 20' DRAWN: BB ON-SITE IMPROVEMENT PUNS SHEET 10 OF 38 GRADING PLAN FILE No. TIER B ARN CITYENGINE RE 8315E DATE J OUR D RCE No. 46039 DATE �4JE OFIVCAVa\p DATE: CHECKED: JP Aprfl 10, 2019 I'll-me:P.'\2008\2008006W\_CURRENiDRAWNGS\.PRODUCTION FILES\ONSITE\200800688-C-2.1 -C2.7 PG 1 1 2 3 4 5 6 7 8 9 10 1 11 1 12 13 14 15 16 17 18 1 19 20 SEE SHEET C-2.2 GRADING NOTES I41ATC H L I N E 1. AL WORK SKAU.BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE MUNICIPAL CODE CHAPTER 15.72 AND APPLICABLE A _ _ _ _ _ - - - - _ STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE C.B.0 APPENDIX CHAPTER 33. i T 2 A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENi,CITY OF LAME ELSINORE PRIOR TO ANY OPERATIONS. I \ 13U2.86F5 { rap�1 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A ALTER(1-800-422-4133)FORTY-EIGHT(48) ( 0 C I d `' HOURS PRIOR TO GRADING, _ 1302.6aTci t 130270PS 4. THE CONTRACTOR SHALL NOTIFY THE CiTY ENGINEERING DEPARTMENT AT LEAST TWENTY-FOUR(24)HOURS IN ADVANCE OF BEGINNING 1302.14FS '..1302.67TC r'1 1 0 F fa 1 GRADING OPERATIONS. 1301 1302.17FS i 1 t ,..-„ (l,}� 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVE BY THE CITY ENGINEER. }\ i Yi 'f"'4-P....^I 6. �SLOPES SHALL BE NO STEEPER THAN 2.5 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,AND SHALL BE SHOWN ON I 1 .--._._... 7. FILL SLOPES SHALL BE NO STEEPER THAN 2.5 HORIZONTAL TO 1 VERTICAL UNLESS OTHERWISE APPROVED,SHALL BE SHOWN ON PLAN, B wl i305� 1302.67fC `) \ i �,�h AND SHALL NOT HAVE LESS THAN 95%RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. ^�, x1+ l 1302.17F5 t .. �,r' 1302.61TC 1� 75 T 1 i 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 95%DENSITY AS DETERMINED BY THE MODIFIED THREE LAYER A.S.T.M.D-1557-70 TEST 1 "-- DMA 713Do.55Tc .---- _ 1302.11Fs 1300.68TC 1300.OSIs--_ r 1302.77TC 0 F 1 i i / ,i FE11•IOD. r 1302.27F5 1 i 1 9. FILL AREAS SHALL BE CLEANED ALL VEGETATION AND DEBRIS,SCARIFIED,AND INSPECTED BY THE GRADING INSPECTOR AND APPROVED 1300.18FL 1300.47fC ~ / y 1 11 1 SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL 1301.24TC 1301.99TC i 1 1301.85TC 1300.607C 1299.97FS 1300.75TC 1301.74TC t • 1 10. ALL FILL MATERIAL SHALL�CLEAN EARTH.NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS APPROVED BY THE SOTS 1301.35FL 1300.1DFL 1300.25FL 1�'.7� - 1301.24FL 1301.49FL I y i i i ENGINEER. 1302.DOTC 1'3 • ii i\ ', 11. FINISH GRADE SW1 BE SLOPED AWAY FROM ALL EXTERIOR WAILS AT NOT LESS THAN r PER FOOT FOR A MINIMUM OF 3',THEN 1% 1301.10FS 33MM2FS O 1300.49FS 1300.89FS 1301.08FS 1301.84FS 1302.02FS 1301.SOFS 1302.59TC 1302.77TC I t \ 1 (MINIMUM)TO FLOWIJNE OF EARTH SWALE. 1302.09FS 1302.27F5 1 HE Um mlI \ \ 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OR FILL SLOPE IS LESS THAN 10',AND 2%IF CUT OR FILL IS 1302 60TC 1302.78TC i I • \ \ 1 FILL O't THAN 10'.DRAINAGE SWALf3 SHALL!?E MINIMUM OF 0.5'DEEP AND CONSTRUCTED A MINIMUM OF 2'FROM THE TOP OF CUT OR C 1301.61FS 1300.54FS 1300.41F5 1300.SiFS 1301.0�5 1301.76FS 1302.02F5 1302.00TC 1302.28FS q 1301.5OFS 1302.tOFS 1302.78TC 1302.75FS • \\ \\ /' 13. PROVI SLOPES.MOE BY 1'HIGH SMM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH. 1301.497C _ 130D.52TC _ 13o0.39TC 1301.7 TTC 1301.25TC 1301.75TC 1302.00TC 1302.28FS 0 W • \ \ // 14. PROVIDE A BROW DITCH,DESIGNED TO HANDLE 100 YEAR STORM FLOWS ALONG TOP CUT STAPES. 1300.99FL -' `1300.02FL �J-'-"'1299.69F5-- 1300.25Fl-- 1300.75FL 1301.25FL 1301.SOFL fI :z� \ \ 1 15. NO OBSTRUCTION OF FLOOD PINS OR NATURAL WATER COURSES SHW.L BE PERMITTED. (13<34) d `I \ \\ \\ /f I 16. A.SOILS ENGINEER SMALL BE RETAINED BY THE DEVELOPER,TO SUPERVISE GRADING AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDES 1300.41TC 1300.31TC 1299.91FL 1299,80E 130260TC FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF SOIL 1302.1OFS 1302.65TC 1 1 \ .1, su/± 17. GRADING CERTIFICATION BY THE DMOPER'S CIVIL ENGINEER AND A FINALCOMPACTION REPORT BY A SOILS ENGINEER SHALL BE 1 1300� 4�p 1302.15FS 1302.65RIM I 4 Pgto �O. StD BUILDING I SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS. x ------ I/ 1 18, THE SOTS ENGINEERING INVESTIGATION PREPARE BY WORE TWINNING ASSOCIATES,INC.DATED MARCH 5,2018 SHALL BE CONSIDERED A U N� \ PART OF THIS GRADING PLAN,AND SHALL BE COMPLIED WITH. � � \ 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR LULL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION.WHERE SPECIFIC `� 1302.62TC ) i I r I ELEVATIONS ARE REQUIRED,THE ELEVATION(VITH RESPECT TO MEAN SEA LEVEL)SHALL BE GWEN.IF AN ELEVATION WITH RESPECT TO ^'�pi 1302.58TC 1302.12FS I 1 \ \ ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 1302.08FS i j d ( S ( 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT O ANY CONSTRUCTION/GRADING. 1302.51TC 1302.77TC I J V 1 \ 1 21. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SMALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND ENGINEERING J 1302.27FL W A 1 i DEPARTMENT FOR CUT AND FILL SLOPES OVER 30'IN VERNAL HEIGHT, 1 7 C 1 1 7FC 1 7 1302.02TC 1302.26TC 1302.01FS I 1 1 i 1 t I 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAT ONE FOOT. 1302.82TC 1302.20F5 1301.99fC 1301,37FS 1301.81TC 1301.28FS' 1302.0 Hp 1301.52FS 1302.30TC 1301.76FS 1302.54Tc 1302.71TC 39 1 \ \ 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,R MUST CLEARED,KEYED AND BENCHED INTO FIRM NATURAL 1302.32FS/HP _�_ 1301.49FS/HP 1301.31FS/HP 1301.55F5/HP -_-_ 1301_80F5/HP -_-- 1302.04FS/HP 1302.21F5/HP f d --_-- --------- ---- ----- l _\ 1 SOT.FOR FULL SUPPORT.PREPARATION SILL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL E 1302.83TC 1302.00TC 1301.84TC -- '^ 1302.09TC 1302.33Tc 1302.58TC I f \ \ y SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED. 1 1302.71TC 1302.33FS/HP 1301.88TC 1301.50FS/HP��1301.7, 1301.34FS/HP 130I RC 130IS9FS/HP 1302.21TC 1301.83FSMP 1302.46TC 1302.DBFS/HP I f \ 1 / 1 24, THE SOTS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN 71E FOLLOWING STAGES. 1302.21FS 1301.38PS 1301.22FS 130MIPS 1301.71F5 1301.96FS 1302.70TC I \ d A UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE SACKFUL.OF ALLUVIAL,COLLUVIAL AND TERRACED AREAS AND ANY IIII d 1 - - w (T303 1302.34TC 1302.20FL I • •d/ • • 1303.00FF \ I IIII SUBSTRUCTURES. j 40 8. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING AND FILUNG OPERATIONS. Z IY I �� )__ 1301.84FS I a d ( / I Z AV C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL I� t �""-...� 1302.38TC I O O, / .�• �I D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION, V 1301.88FS d j V 25. EROSION CONTROL:ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PUNT OR ANOTHER APPROVED GROUND COVER AT TWELVE MIONES(12�ON CENTER.LADIES OVER FIFTEEN FEET(15)IN VERTICAL HEIGHT,IN ADDRION TO GRIND COVER,SHALL BE PLANTED F W 1 �/ � 1302.i61C I \W d P Yt 1 WITH APPROVED TREES,SHRUBS,OR COMBINATIONS THEREOF.SHRUBS SHALL BE PLANTED AT TEN FEET(10')ON CENTER;TREES TWENTY // �` t k 1301.68F5 I I 1 S \ J \ 1 (j = FEET(20')ON CENTER;COMBINATIONS FE1'ffN FEET(15')ON CENTER.SLOPES�R THREE FEET(S)IN VERTICAL HEIGHT SHALT.HAVE y 1302.04TC I 1297.21INV -� { \ \ N PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. - -- 1.r r \ 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE �.� 1301.54F5 1302.27TC I i \ \ III GRADING PROJECT. IIa W -M '_ `� 1297.2511 I 1301.77FL \ \ \ Q W 27, APPROVED EROSION PREVENTATIVE DEVISES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHALL BE IN PLACE AT C VA 1 .0 C 1 1.15TC 1300.29M ^� 0.39E 1 0. c 1 128TC \ I - 't \ \ FA G w■+- O �i THE END OF EACH DAYS WORK. 1 1302.03TC 1301.52FS 1301.17TC 1300.65FS 1300.30TC 1299.78FS 1300.27TC 1299.89FS� 1300.51TC 1300.13FS 1301.17TC 1300.78FS \ 6 I 1 \ 128. ALL WORK SHALL 1 1301.53FS 1300.67FS 1299.80FS 1299.77FS 13DO.OIFS 1300.67FS \1297.1100 1: 1301�� \� \\ 1 29. THE LOCATION AND C ROOTECTION OF ALL UTILITIES A6 RESPONSIBILITY THE PERMRTEE. E ON THE JOB SITE AT ALL TIMES. G I 1301.92TC 1301.41FS 1301.06TC -'1300.54FS--- "1300.19TC 129999.67PS 1300.18TC 1299.8OFS� 1300.43TC 1300.05FS 1301.21TC 1300.83F5 1297.09INV I t \\ \\ 3311. SANITARY FW4CIUTES SHALL SET OF GRADING BE MAINTAINED ON BTHE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERATION. 1301.42FS 1300.56FS 1299.69FS-'^,., 1299.68F5 1 1299.93FS 1300.71FS 1297.1 NV 1302.11TC 1302.71RIM \ t 32. ALL SLOPES SHALL PLANTED AND IRRIGATION FACILITIES SHALL PROVIDED FOR ALL SLOPES IN EXCESS OF THREE(3)FEET 1V y 1301.11FL k 1 \ \ l VERTICAL HWIfr WITHIN NINETY(90)DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH ORDINANCE NO. (--- �30�1.7 al 1 \ 882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 1302.18RIM \ 1 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHAL FAMILWBZE HIMSELF WITH THE SITE AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY DR INDIRECTLY FROM HIS OPERATIONS,WHETHER OR NOT SUCH FACILITIES ARE 1297.111NV l \ t I SHOWN ON THESE PLANS. 1301.13FS 3.5 l 1 1 • 1 I 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE(1)BLUE TOP PER FINISHED PAD,PRIOR TO ROUGH GRAB APPROVAL 1301.13FL .^'.. (P)LIMITS OF-A - \ 35. APPROXIMATE DATE OF: BEGINNING OPERATION: H / Qa „• �ti ; 1301.53TC ,f OVERIXCAVATION 130t.03F1 \ I 1i 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH MAXIMUM DIMENSION GREATER THAN THREE INCHES(3')WILL BE PLACED IN FILLS WITHIN / \ \ 1301.70TC } d i 1 ROADBED AREAS OR THREE FEET(3')OF FINISH GRADES,UNLESS THE LOCATION,MATERIALS,AND DISPOSAL METHODS ARE SPECIFICALLY 1301.44TC 1301.20FL �' ? d APPROVED BY THE SOTS ENGINEER. 1300.94FL ^1. 1 .99• I 1 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE'OEVK;ES AND OBTAIN INSPECTION BEFORE APPROVAL J 1 .84TC / 1 99.7Tc 1299.10 1298.SOTC I 1301.07TC 1301.34TC 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT. 1300.85TC� 1300.34FS 1299.99TC 1299.47F5 1299.12fC 1298.60FS 1298.00FL\ 1300.57R.-'1300.84FL 1301.16FL I '" 39. THIS SITE HAS OBTAND A NATIONAL POLLUTION PREVENTION ELLMINATION SYSTEM(NPDES)PERMIT TO REGULATE MUNICIPAL AND 1300.35F5 1299.49F5 ^tia 1298.62FS \ 0 CF 1302.91FS/HP/HP INDUSiRUL STORM WATER DISCHARGES. 1302.47 1301.59TC 1300.72TC "� 1299.B61c - 1298.99TC t 0 1 NPDES WDID� DATE PERMIT ISSUED: 1301.09FS 1300.74TC 1300.22FS ` 1299.87TC 1299.36FS/ 1299.O1TC 1298.49FS DMA, �F" • j 40. DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS.NO BUILDINGS OR WALLS SHALL BE PLACED WITHIN EASEMENT LIMNS. I I 1300.24FS / 1299.37FS 1298.51FS �1298.41TC O O '- "" ---- 1301.12TC 1301.53TC , 1 I TEMPORARY IMPROVEMENTS ARE SUBJECT TO REMOVAL AT OWNER'S EXPENSE {/ 1301.03FL 1297.4 TC 1300.62FL �3p 1302.91F5 - - - -; -11 /f 1297.97TFL 1298.57TC 1301.381c �Jp� ?�13`2 47FS ♦ 1302.75FSCF i (P)UMTIS OF ( I I OVEREXCAVATION a I ° 1298.07FL 0 CIF --� NOTE:INSTALLATONJCONSTRUCTNG THE FOLLOWING; d. \ �`Op 1 'BE�' \ 1302.56FS > �/ I GRAPHIC SCALE CURB,CURB AND GUTTER,2'CURB OPENING AND •1 f! 1298.82 C I \� 1301.16RIM F f/ `�! i 1 20 o to 20 2'STEP OUT SLAB PER SITE PLAN SHEET C-1.0 J 1298.32FL 1298.84TC r2 1299.72TC f I 1 f 9 129916FS 129922FL 300.66FL 1298.78TC 1298.34FL 1299.197C 9 ( ( ( IN FEET ) 0 CF 0�CF 1301.24TC I J \ 1 1298.28FL 1298.69FS 13GO.74FL 1 I L Inch 20 ft. G 1295.751NV T T ll 1 1.8% 1298.94TC 1298.70F5"-1299 62TC' \ _ - 1,302.36TC �_� 1300.37FL/LP 1.5% 1.1 ' 1298.44FS 0 CIF 75 18.877CF5 1301.86FL/HP -L - 1298.75TC 1298.73TC p - T TIC HE - -��-�' �„__------ -`�- 1298.25FL 1298.37FL 1295.781NV 1300.331G V1295.601NY- -- .....�.,,,.! \ S -�„__a t? 1298.50TC 1298.73TC \\\ ,zsss6Erv � _ MEET -2 1 SHE - C-2. 1298.00FL-129.23FL ' _ \ I) p. I. .-® 0 li- ____ _ _ ..x•.,�-__ ____- LEGEND ABBREVIATIONS t PROPOSED BUILDING -XX- PROPOSED CONTOUR x XX.XX SPOT ELEVATION x XX.XX TIC TOP OF CURB NOTE:SECTION DETAILS ARE SHOWN ON SHEET C-2.7 PROPOSED CURB OR CURB&GUTTER ----XX---- EXISTING CONTOUR x XX.XX FS FINISHED SURFACE �� Q x XX.XX FL FLOWUNE ' i ALERT TO CONTRACTOR: RETAINING WALL -2.4- - OVEREXCAVAnON&PAD LIMITS x XX.XX TG TOP OF CUTE - ; _ T C- x XX,XX TOP TOP OF STRUCTURE OR CASTING I, � L' ® GRATED DROP INLET BIO-RETENTION BASIN WITH 6' x XX.XX TW FINISHED GRADE O TOP OF WALL - V ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED(EAKMWORK, PERFORATED PVC UNDERDRAINS AT x XX.XX OW FINISHED GRADE O BOTTOM OF WALL I FINAL UTILITIES,AND FINAL GRADING)BY THE MILESTONE DATE IN SIPHONIC BREAK CONCRETE STORM MANHOLE 0.5%MINIMUM SLOPE SPACED AT 5' x(XX.XX) EXISTING ELEVATION CONTRACTOR SHALL CONTACT PROJECT DOCUMENTS.OUTLOT AREA TO BE KEPT FREE OF JOB TRAILERS DEWATERING NOTE: SEE DETAL PER ONSRE IMPROVEMENT PUNS O.C.WITH PERFORATIONS ANGLED HP HIGH POINT i AND STORAGE AFTER THE CONTRACT MILESTONE DATE FOR THE OUTLOT. DOWNWARD(TYP.) LD LOW POINT 811 FOR LOCATION OF ALL WM GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUTLOT WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF O STORM DRAIN MANHOLE GRADING KEY NOTES UTILITIES,AT LEAST 72 HOURS CONTRACTOR TO THE SPECIFIC PARCEL AT ALL TIMES AFTER MILESTONE WET WEATHER.PROVIDE ADEQUATE DEWATERING,DRAINAGE,AND PRIOR TO BEGINNING DATE.PURCHASER OF OUTLOT TO PROVIDE PERMIT DOCUMENTS AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. XX% SLOPE ARROW CONSTRUCTION SWPPP REQUIRED BY STATE/LOCAL REQUIREMENTS FOR SPECIFIC OUTLOT. REFER TO MASTER SDE SPECIFICATIONS. Fl CURB DROP INLET ® INSTALL 2'CURB OPENING PER DETAIL'k'ON SHEET C-6.3. KEY MAP MNOT TO SCALE MARK REVISIONS APPR. DATE OFEM PLANS DEVELOPMENTVE BEEN REVIEWED FOR COMPLIANCE WITH THE AND/OR CITY AND STATE LAWS,AND A PERMIT MAY BEIATE ISSUED.NDInONS PREPARED BY: SEAL DESIGNATION CITY OF LAKE ELSINORE DRAWING NUMBER 30 Executive Park,Suite 100 ( ELEVATION: 16.96 AGENCY:RIVERSIDE COUNTY TRANSPORTATION COMMISSION. /GreenbergFarre Irvine,CA92614 OVNNO Ugj9 CONCRETE COLLAR LOCATION:SOUTHWEST CORNER CENT FEET.MONUMENT TYPE FOUND 2"RAL SVENUE DISC WITH 10" AND CAMBERN f: A t:949 296 0450 949 296 0479 ' ° sT AVENUE(DOWN 1.0'),AGENCY:NGVD 1929 WALMART SUPERCENTER#2077-07 C m 2■5 No, aeoa9 n SCALE: DRAWN: BB 29260 CENTRAL AVE LAKE ELSINORE,CA 92532 - ��Z -Ia' • ExP.1 1 a 1„ = 20 ON-SITE IMPROVEMENT PLAINS SHEET 110F38 REMON HABIB RCE 83156 DATEcwmok 08f08f19 V1L A� GRADING PLAN FILE No. A6RNEI CITY ENGINEER J OUR D RCE No. 46039 DATE F of cao DATE: April 10, 2019 CHECKED: JP I, 33b Filename:P:\2008\200800688\-CURRENTDRAMNGS\_PRODUCTION FILES\ONSIIE\200800888-C-2.1 -C2.7-PG OIL..n.M.. 9 PM W-N-1 RHn®n9 1 1 2 3 1 4 15 6 7 8 9 10 11 12 13 114 15 116 117 18 19 120 SEE SHEET C-2.3 GRADING NOTES MATC W L1 N E 1. ALL WORK SMALL BE DONE IN ACCORDANCE WITH THE CiTY OF LAKE RSINORE MUNICIPAL CODE CHAPTER 15.72 AND APPLICABLE A _ _ _ - - _ - _ _ _ _ STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE C.B.0 APPENDIX CHAPTER 33. T �r �aW , a �. .� 2. A PERMIT SWILL.BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINORE PRIOR TO ANY OPERATI(NS. I7 1294.631NV 1194.5 I I 129• 58TINV �". 3. THE DE�IOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.SA ALTER(1-80D-422-4133)FORTY-EIGHT(48) / . 1297.OFL HOURS PRIOR TO GRADING. �~`*..._....-"' r I 4. THE CONTRACTOR SMALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST TWENTY-FOUR(24)HOURS IN ADVANCE OF BEGINNING 1296. ' I GRADING OPERATIONS. 5. OUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVE BY THE CITY ENGINEER. 1299 130.00FS I I L+� I I 1/ �I" 6. CUT SLOPES LAN SHALL BE NO STEEPER THAN 2.5 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,AND SNAIL BE SHOWN ON THE k 1301 97TC I � III I I I I I I II t II - 7. FILL SLOPES SMALL BE NO STEEPER THAN 2.5 HORIZONTAL TO i VERTICAL,UNLESS OTHERWISE APPROVED,SHALL BE SHOWN ON PLAN, / ,� I 1301.47FL I� ! !� I I I I �{ ( /� AND SHALL NOT HAVE LESS THAN 95%RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. B �JNzp m 1303.00FF rri 8. FILLS SMALL BE COMPACTED THROUGHOUT TO 95X DENSITY AS DETERMINED BY THE MODIFIED THREE LAYER A.S.T.M.D-1557-70 TEST 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED,AND INSPECTED BY THE GRADING INSPECTOR AND APPROVED / fI !..(1299) I III I I I I t STIES TESTING AGENCY PRIOR TO THE PLACING OF FILL TRUCK DOCk S I I II I IIt 10. .MATERIAL SHALL BE CLEAN EARTH.NO FILL SHALL BE PACED UNTIL PREPARATION OF GROUND IS APPROVED BY THE SOILS ARCHITECTIENGINEER 1300 t100 LF I I I I .4 I I I;-" I III II I I P � ii. FINISH GRADE SHALL BE SLOPED AWAY FROM All EXTERIOR WALLS AT NOT LESS THAN}"PER FOOT FOR A MINIMUM OF 3',THEN 1% r ♦ j I I I I 11 I f (MI MAUM)TO FLOWUNE OF EARTH SWALE. 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OR FILL SLOPE IS LESS THAN 10',AND 2%IF CUT OR FILL IS C 1 n'� t I 1302.15TC I GREATER THAN 10'.DRAINAGE SWAlES SHALL BE MINIMUM OF 0.5'DEEP AND CONSTRUCTED A MINIMUM OF 2'FROM THE TOP OF CUT OR 1 \ \ 1/ k 1301.65FL I I 11 1 I I I FILL SLOPES. \ 1 ! I I ( I jIIIi! 13. PROVIDE 5'WIDE BY 1'HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL.FILL SLOPES OVER 5'HIGH. 14. PROVIDE A BROW DITCH.DESIGNED TO HANDLE iDO YEAR STORM FLOWS ALONG TOP OF CUT SLOPES. 141 I AI I 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 1301 411 I 111 1 M I 16 A SOILS ENGINEER SMALL.BE RETAINED BY THE DEVELOPER,TO SUPERVISE GRADING AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDES ! I MAX 11 i i I I'... t FOUNDATION REWIREMENTS(SUBDMSIONS)AND EXPANSIVE CHARAC'IERISTK;S SOT. I I I I T I II /! 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS ENGINEER SHALL BE 1 IPROPiOSED BUILDING 1303.00FF 1302.00FS/GB I i I) I I ! SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS. D 1 ___ 18. TAM:SOILS ENGINEERING INVESTIGAi ON PREPARED BY MOORE TWINNING ASSOCIATES,INC.DATED MARCH 5,2018 SHALL BE CONSIDERED A i FF = 1303.00 \ �--� r-�' o , 2- i I I I I I I ! I PART OF THIS GROUNG PLAN,AND SMALL.BE COMPLIED WITH. I I x` ! II 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION.WHERE SPECIFIC 13027 I 1301.85FL/HP .8`E I I it i � 1 t I ELEVATIONS ARE REQUIRED,THE ELEVATION(WITH RESPECT TO MEAN SEA LEVEL)SHALL BE GIVEN.IF AN ELEVATION WITH RESPECT TO 1 ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SWV.L BE GIVEN. 1 \\ j� •I 1112 67C { I I III I I I 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT O F ANY CONSTRUCTION/GRADING. 1301:76FL I I I IIIII I I I I 21' STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL lE:SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND ENGINEERING.. \ / / 30284FS 1302.84F5! I I i I I I I I I II DEPARTMENT FOR CUT AND FILL SLOPES OVER 30'IN VERTICAL HEIGHT. j u / ! of ( i I I I I I I I '.. 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. r // axtI 23. IF STEEP SLANG TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE CLEARED,KEYED AND BENCHED INTO FIRM NATURAL SOIL FIXR FULL SUPPORT.PREPARATION SHALL BE APPROVED BY AGSTERED SOTS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL r 1 / I I 1 I SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED. r / i.. I I I 24. THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES. 1 rr ! // ! ( 1302.71FS 1302.71FS EI 1301.13TC I I I III hl.� ( A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFlLL OF ALLUWAL,COLLUWIL AND TERRACED AREAS AND ANY 1 /r t! t/ /. ! ..,_. '7 1301.63FL i I I A l l I I r' SUBSTRUCTURES. W W t ! / I 1302.44FS 1302.44F5 I B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING AND FILLING OPERATIONS. / _ I ! I C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL.� I I I I Z V I /j ! / !! ! k 130201TC I I I II I I I Iy I D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. I 25. EROSION CONTROL-ALL GRADED SLOPES SWILL BE PLANTED WITH ROSEA ICE PLANT OR ANOTHER APPROVED GROUND COVER AT TWELVE 1301.86TC 7 I( I I y INCHES(12' ON CENTER.SLOPES OVER FIFTEEN FEET(15')IN VERTICAL HEIGHT,IN ADDITION TO GROUND COVER,SHALL BE PLANTED I I II Eii! II L O = W 1 !/ J/ !/ (POV GVAT�ION 3.5X 1301.36Fl I I I III I I I i �i j i WITH APPROVED TREES,SHRUBS.OR COMBINATIONS THEREOF.SHRUBS SHALL BE PLANTED AT TEN FEET(10')ON CENTER;TREES TWENTY i = 1 I 11 !1 ` !! I ! I I I I M I FEET(9)ON CENTER;COMBINATIONS FIFTEEN FEAT(15')ON CENTER.SLOPES OVER THREE FEET(3')IN VERTICAL HEIGHT SHALL HAVE V N I r--- / I I I I I I I PERMAFENT IRRIGATION SYSTEMS WITH BACKFLO W PREVENTION DEVICES PER U.P.C. F■ ( ! \ ! 1 ! I r I I 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE W I j ! \' 0 II GRADING PROJECT. y ( 1 ■ I I 1 I -- �...A I 27. APPROVED EROSION PREVENTATIVE DEVISES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHALL BE IN PLACE AT I ^I ! I1 1 1297.36TG- I L' s! THE END OF EACH DAYS WORK. 1NV 1293.SBI ) I 1 93611M/ / O 28. ALL WORK SHALL CONFORM TO THE CiTY AND STATE CONSTRUCTION SAFETY ORDERS. 3.66 I I NV 9. THE LOCATKKN Ate PROTECTION OF ALL UTLMES IS THE RESPONSIBILITY OF THE PERMRIEE. 30. AN APPROVED SET OF GROW PLANS SMALL BE ON THE JOB SiTE AT ALL TRIES. 1302.58RIM _ / I I I j II 31, SANITARY FACILRiES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERATION. I I !I I j I I 32. ALL SLOPES SHALL BE FLAWED AND IRRIGATION FACILITIES SMALL BE PROVIDED FOR ALL SLOPES IN EXCESS OF THREE(3)FEET / 1 i g9 J 1300.14TC I I t .00FF , 1299.64R I�I I 1295.39TC VE0.7X:AL-HEIGHT W111WN NINETY(90)DAYS AFTER COMPLETION OF ROIX;FI GRADING AND SHALL 8E IN ACCORDANCE WITH ORDINANCE N0. !i 19 E 4.89FL I 882 PR TO THE APPROVAL OF FINAL INSPECTION / ..° RESPONSIBLE 1OOF5 ,� �1303.1X1FS� ` �' I I 1 I �� 33 ANY DAMAGE TOANYR E7OW FACILMES RESULTING DIRECTLYPERFORMING WORK ON THIS PROJECTSOR INDIRHALL ECTLY HIS OPERATIONS,WHETHER ORHIMSELF WITH THE SITE AND BEONOTYCH ACIFSU UTIESF OR 303. ARE 1 } / • •-"`- I / I SHOWN ON THESE PLANS. \ E I I ! n - I I 1 I I I II 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE(1)BLUE TOP PER FINISHED PAD,PRIOR TO ROUGH GRADE APPROVAL .-- . 1298.90TC 35X I i I I I I 129& /OFG HP ` 7298.40R II 35. APPROXIMATE DATE OF: BEGINNING OPERATION: H l \\ i \ f I/ )/ �'V'� I I 5.4 1 1 Li I i I COMPLETION: ` I "I Y 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH MAXIMUM DIMENSION GREATER 114AN THEE INCHES(3°)WILL BE PLACED IN FILLS 1298.OFG/HP WITHIN ROADBED AREAS OR THREE FEET(S)OF FINISH GRADES,UNLESS THE LOCATION,MATERIALS,AND DISPOSAL METHODS ARE 1 \ 1303.00FF 1 \ / 1 I I III y ! / SPECIFICALLY APPROVED BY THE SOILS ENGINEER. k i 97.88TC I ' / 1293.851NV \ 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEICES AND OBTAIN INSPECTION BEFORE APPROVAL 1297.38FL _ !! \ /'' 38. GRADING PLANS WALL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT. i I• / t,, L •.,` 1tia '/ \ I / 39. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ETJMINATION SYSTEM(NPDES)PERMIT TO REGULATE MUNICIPAL AND l y / /1297.75TC _ 193.84MNV / \ ( INDUSTRIAL STORM WATER DISCHARGES. }I \ 130.91 FS \ _ I• V E'V ,,r \�.�.i 9_/1971293 1293.85IIV ! \ NPD6 WAD;I DATE PERMIT ISSUED: P) UCA OF ��`ti^1 1293.971NV 4.0X I I / \ 40. DRAINAGE EASEMENTS WILL BE- - - - OVERIXCAVA170N (P�LIMITS I I n I TC ( /t TEMPORARY IMPROVEMENTS KEPT CLEAR OF ALL TO REMOVAL AT DOWNERS EXPENSE.TUGS OR WALLS SMALL BE PEALED WITHIN EASEMENT LIMITS. r )` OVERE)(CAVATION 196.41FIL I ! \ 1302.82F5 1302.SiFS , ,,..1302.SiFS I \ \ 0 CF 0 CF 1 0 CF c \\\ \\ ,\\ NOTE MISTALLATIONJCONSTRUCTING THE FOLLOWING; \ I GRAPHIC SCALE 198.15RIM 195.85TC N / I j I I ao o to 20 CURB,CURB AND GUTTER,2'CURB OPENING AND 1 ` \ \ �+ 1 13DO.8 1300.781 "1.1 I 1295.35FL av! 195.30TC (' �� 2'STEP OUT SLAB PER SITE PLAN SHEET C-1.0 \ \ 1301.4RIM n ter/ I 13DO.35FL 1300.28FL rr -� 1 .46TC 1294.80FL I 1300.85 1300.46TC Z U 1 795.96FL yg 1294.97rC k I 4� ( PN FAT ) I 1299.96FL�' - s..� - - - 1294.47F1 I 1 inch s 20 ft. - ---_-- - 1300.35FL /199.34TC 1 97.7TC i296.20FIL ---- -� QMA 10 129$.84FL 197.37E_1 k 1 6: _ 1zaB.s$INv - t \ i Q; I tom=- ! I s�- f r ,,1298.IOTC7 12911 f \ r n '} 1300.48TC ,r ! 1298.20FL \ 1.0X WITH,4'CHIN-LINK FENCE 1299.98FT.,/LP r 3.3X -- 1294.41TG _ 1 \ r% �� l r'� 129.931NV = - - - 1289.201NV 1 93.291E \V t � i I EET :1 .I SN�ET�C- I SHE C-2. LEGEND ABBREVIATIONS PROPOSED BUILDING -XX- PROPOSED CONTOUR x XX.XX SPOT ELEMATICIN NOTE:SECTION DETAILS ARE SHOWN ON SHEET C-2.7 x XX.XX TO TOP OF CURB PROPOSED CURB OR CURB&GUTTER -^--XX----_,...- EXISTING CONTOUR x XX.XX FS FINISHED SURFACE x XX XX FL ROWIINE ALERT TO CONTRACTOR: RETAINING WALL - - - OVEREXCAVATTON&PAD LIMITS x XX.XX TG TOP OF GRATE (ii �..4 SHEET G- x XX.XX TOP TOP OF STRUCTURE OR CASTING ,, L 13 GRATED DROP INLET -... FLOW LINE x XX.XX TW GRAM 0 TOP OF WALL i+A g1' � ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK, x XX.XX BIM FiHI5O GRADE O BOTTOM OF WALL ' qj FINAL UTILIDES,AND FINAL GRADING)BY THE MILESTONE DATE IN SIPHONIC BREAK CONCRETE STORM MANHOLE 810-RED MDN BASIN WITH 6" x(XXA) EXISTING UNATION Ix °! CONTRACTOR SHALL CONTACT PROJECT DOCUMENTS.OUTLOT AREA TO BE KEPT FREE OF JOB TRAILERS DEINATERING NOTE: SEE DETAIL PER ONSRE IMPROVEMENT PLANS PERFORATED PVC UNDERORAINS AT HP POINT i I i�Ij 'i 811 FOR LOCATION OF ALL AND STORAGE AFTER THE CONTRACT MILESTONE DATE FOR THE OUTLOT - 0.5%MINIMUM SLOPE SPACED AT 5' LP LIMY POINT WM GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUTLOT MEN PERFORMING GRADING OPERATIONS DURING PERIODS OF O STORM DRAIN MANHOLE O.C.WITH PERFORATIONS ANGLED GRADING KEY NOTES UTILITIES,AT LEAST 72 HOURS CONTRACTOR TO THE SPECIFIC PARCEL AT ALL TIMES AFTER MILESTONE WET WEATHER,PROVIDE ADEQUATE DEWATET$NG,DRAINAGE,AND DOWNWARD(TYP.) PRIOR TO BEGINNING DATE,PURCHASER OF OUTLOT TO PROVIDE PERMIT DOCUMENTS AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. X.XX% SLOPE ARROW KEY MAP CONSTRUCTION SWPPP REQUIRED BY STATE/LOCAL REQUIREMENTS FOR SPECIFIC OUTLOT. REFER TO MASTER SITE SPECIFICATIONS. ® INSTALL 2'CURB OPENING PER CEfAE'k'ON SMELT C-6.3. NOT 7D SCALE M rs � CURB DROP INLET / THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS PREPARED BY: SEAL BENCHMARK: DRAWING NUMBER: MARK REVISIONS APPR. DATE OF DEVELOPMENT AND/OR CITY AND STATE LAWS,AND A PERMIT MAY BE ISSUED. 30 Executive Park,Suite 100oWd( DESIGNATION#3433 AGENCY:RIVERSIDE COUNTY TRANSPORTATION COMMISSION. CITY OF LAKE ELSINORE /GreenhergFarr�I D 2"BRASS DISC WITH 10' Irvine,CA92614 OrNNOUgIq CONCRETE COLLAR.LOATION:ELEVATION:1316.96 FEET. NUMENT SOUTHWEST CORNER NCENTRAL AVENUE AND CAMBERN t:949 296 0450 E 949 296 0479 ' ° AVENUE(DOWN 1.0').AGENCY:NGVD 1929 _ WALMART SUPERCENTER#2077-07 C I2■ 4,"O 46039 1 o SCALE: DRAWN: BB 29268 CEMiBAL IMPROVEMENT LAVE ENT PUNS CA 92532 r� 6„P 2/1/ ON-SRE►MPBHmEMfNT AWNS SHEET 12OF38 REMON HABIB RCE 83156 DATE ( I✓'' 08/08/19 ,Oql 1V1` ap 1" - 20� GRADING PLAN Flit No. -AEfRN6 CITY ENGINEER J OUR'AD RCE No. 46039 DATE E OF CMo DATE: April 10, 2019 CHECKED: JP Flename:P:\2006\200a00.t8 CURRENTDRAWgNGS\..PRODUCTON FILES\ONSRE\200800688 Cl -Cl-PO - 1 2 3 4 1 5 16 7 18 9 10 11 12 13 14 15 16 17 1 18 19 20 A B R e � 12.4'RUff-OF-WAY 10'RIGHT-OF-WAY 10'RIGHT-OF-WAY 1 6.4'LANDSCAPE 5'LANDSCAPE R 5'LANDSCAPE 1 &6'SIDEWALK &5'SIDEWALK 1 &5'SIOEWAJC (P)CURB& 2' 10'RIGHT-OF-WAY 1 GUTTER MAX. (P)CURB ER ,,,, 2 &5 LANDSCAPE 1 VARIES-LANDSCAPE (P)CURB& 2' I- C ..� 1 GUTTER �•_--- (P)5'SDWK PROPOSED (P)CURB& %P) i> BUILDING GllrIER VARIES FFm1303 MATCH(E) 1 CONTINUATION PER OFFS RE 1 CONTINUATION PER OFFSRE PAVEMENT 2.5 PAD CAMBERN AVE PLANS 2.5 CAMBERN AVE PUNS 1 1312.9 SD_ 2.OX CONTINUATION PER OFFSITE �X' CAMBERN AVE PLANS FUTURE BUILDING (P)SWAPD TO BASIN(P)SWALE (P)SWuECURB PARKING LOT E SECTION A-A- SEE SHEET C-2.1 SECTION B-B - SEE SHEET C-2.1 SECTION C-C - SEE SHEET C-2.2 SECTION D-D - SEE SHEET C-2.3 SCALE:(H)1`=20' SCALE: (H) i'=20' SCALE: (H) 1-=20' SCALE: (H) i-=20' (V) 1°=2' M 1"=2' (V) 1'=2' M 1-=2' F 42 PROPOSED BUILDING CURB (P) 12' It c 1.0% 10'LANDSCAPE — I (P)RETAINING WALL (P)3'VXM GUTTER W/4'CHAIN-DNK FENCE (P)CURB& 1 (E)RETAINING R 10'RIGHT-OF-WAY GUTTER WALL R 1 5'LANDSCAPE 4 1 &5'SIDEWALK ?.` 7.38' --2.51' 2, EXISTING `�, I H 1 2.0% (P)CURB& PARKING LOT MAX. GUTTER 1 EXISTING (E)CURB (P)CURB (P)SWAE PAD ' BUILDING , / i TO BASIN 13042 — Y FUTURE (E)SURFACE 1 RESIDENTIAL BUILDING_ P I (TO BASIN SECTION E-E - SEE SHEET C-2.3 SECTION F-F - SEE SHEET C-2.4 SECTION G-G - SEE SHEET C-2.5 SECTION H-H - SEE SHEET C-2.6 SCALE: (H) 1'=20' SCALE; (H) 1-=20' SCALE: (H) 1-=20' SCALE: (H) 1-=20' M 1-=2' M 1•=2' M 1-=2, M 1-=2, K CONTRACTOR SHALL CONTACT 811 FOR LOCATION OF ALL UTILITIES,AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION ALERT TO CONTRACTOR: L ALL WM GENERA.CONTRACTOR WORK TO BE COMPLETED(EARTHWORK, IN DEWATERING NOTE: PPROOJJECTi O DOCUMENTS UTLOT AREALITIES,AND FINAL )TO BE KEPT FREE OFBY THE MILESTONEATE OB TRAILERS AND STORAGE AFTER THE CONTRACT MILESTONE DATE FOR THE OUTLOT. WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF Will GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUTLOT WET WEATHER,PROVIDE ADEQUATE DE'WATERING,DRAINAGE,AND CONTRACTOR TO THE SPECIFIC PARCEL AT Al TIMES AFTER MILESTONE GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. DATE.PURCHASER OF OUTLOT TO PROVIDE PERMIT DOCUMENTS AND REFER TO MASTER SITE SPECIFICATIONS. SWPPP REQUIRED BY STATE/LOCAL REQUIREMENTS FOR SPECIFIC OUTLOT. M 8•V 8•a'/9 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS PREPARED BY: SEAL BENCHMARK: DRAWING NUMBER: MARK REVISIONS APPR. DATE OF DEVELOPMENT AND/OR CITY AND STATE LAWS,AND A PERMIT MAY BE ISSUED. e1 �+ow DESIGNATION/3433 AGENCY:RIVERSIDE COUNTY TRANSPORTATION COMMISSION: CITY OF LAKE ELSINORE 30 Executive Park,Suite 100 1 /6reeebergFarrew 2"BRASS DISC WITH 10' Irvine,CA 92614 s9'O�NNOUA j-y CONCRETE COLLAR.LOCATION:ELEVATION: 1316.96 FEET. NSOUTHWESTUMENT ECORNER CENTRA AVENUE AND CAMBERN /�_I� �J t:949 296 0450 f:949 296 0479 4r AVENUE(DOWN 1.0').AGENCY:NGVD 1929 WALMART SUPERCENTER#2077-07 V L B 0 No. 46039 29260 CENTRAL AVE LAKE ELSINORE,CA 92532 -_21 Iq * Exp.12 31 0 » SCALE: 1 _ 20 DRAWN: BB ON-SITE IMPROVEMENT PLANS SHEET 13OF 38 REMON HABIB RCE 83156 DATE 1 08/08/19 F C1V3kI DATE: CHECKED: JP GRADING SECTIONS FILE No. ABAN9 CITY ENGINEER J OUR AD RCE No. 46039 DATE OF CAu April 10, 2019 Filename:P:\2008\200800688\—CURRENTDRAWINGS\—PRODUCTION FILES\ONSrrE\200800688—C-2.1 —C2.7—PG 1 1 2 1 3 1 4 1 5 6 1 7 18 1 9 10 1 11 1 12 1 13 14 1 15 1 16 17 18 19 20 -- _ - _ ��L __�( _ -_I L __ I x _ - tl - _ STORM DRAIN NOTES A§112--W -9 - 92'^N----- 12"W---- 12'W-- 12"W R'"+^- 12"4V----- 12"W -- 12"W------- 92"W- _ "4V _._. i2"-_ _-_.. ,2'M/- -- 12"W-_._ _.4:�k2"W----. ,"'.,,, 12"W..---- 12"UV--- 92"W _ 12'W _--- 12"W--- I , 0 v SD1 INSTALL FLOGARE CATCH DRAW INSERT FILTER,CURB INLET 2 EA A QA- ------ SD2 INSTALL 4"HOPE STORM DRAIN PIPE AND APPURTENANCES 36 LF O 1297.65WV IN(W) � �- �RE_ 4 - __ INSTALL 12"HDPE STORM FAIN PIPE AND APPURTENANCES 626 LF - - - - -- -- i... INSTALL 18"HDPE STORM DRAIN PIPE AND APPURTENANCES 1253 LF ' �- 1297.751W 130 - - ------- "" 'iii - ®INSTALL 20"HDPE STORM DRAW PIPE AND APPURTENANCES 10 LF cD I Di 1298.041NV IN SW �� IM OUTLOT 7 ( ) REFER TO 1302.6 , Mr , �4 ! < B j M '� c➢ ; ®INSTALL 24'HDPE STORM DRAIN PIPE AND APPURTENANCES 976 LL E I 1297.961NVIOUT(SE) ARCH/MEP SD5 1298.00INV(20�IN u n n ! 1 AREA: t0.569 AC 1296.20TG I ,o PLANS 1297.OZINV(24'OUT d-. 1 SD1 ' G SDI INSTALL 30'HDPE STORM DRAIN PIPE AND APPURTENANCES 438 LF oo a U 0G 1291.71NV 01 1304.1 °a 1303.621NV IN(NW)0t SAN li i ®INSTALL DMA 7 810 CLEAN MWS-L-4-19(UNITS 1 &3)STORMWATER BIOFlLTRARON SYSTEM PER 2 EA 2 I ( O O O F O REFER TO 130\571NV OUT(SW) SD2 A G ii DETAIL ON SHEET C-7.2 OR APPROVED EQUAL ARCH/MEP PLANS 05.0 G D1 D2 SD21 1 i' I 1298.321NV(18� S� CONSTRUCT SIPHONK:BREAK MANHOLE PER NAIL'SD3'ON SHEET C-7.0 3 EA 1303.O61NV 1298.491NV 3 TEE 1298.911NV(47 i D7 INSTALL PLUG FOR FURIRE CONNECTION 2 EA C Q " 1 O O F O O O O q t 1 INSTALL DMA 10 BID CLEAN MWS-L-4-6 STORMWATER BIOFLTRATION SYSTEM PER DETAIL ON / Iv -DMA-9 1 .7 z ca SHEET C-7.2 OR APPROVED EQUAL 1 EA 1 =r+ 3 C p 3 a .-. Di CONSTRUCT JUNCTION MANHOLE PER DETA&'SD2'ON SHEET C-7.0 12 EA W a OUTLOT 2 1301. 1Nv 13o7.43TcIII �. _ AREA:t0.711 AC 1301.661NV - � v SUPERCENTER ao ( Dt INSTALL JENSEN PRECAST 24"X24"DROP INLET OR APPROVED EQUAL 2 EA DI 1301.541NV .4 O O O Q DMA-9 3 #2077-07 ! ®1 INSTALL BID CLEAN OVERT Dvr-10-8 PER DETAIL ON SHEET C-7.3 OR APPROVED EQUAL 3 EA ( J- ' °J 1300.921NV a) INSTALL DMA 5 BID CLEAN MWS-L-8-i6 SOOtMWATER BIOFLTRATION SYSTEM PER DETAIL ON D < 1299.991NV(12"NE) U C-151-GR-NO 1 .3 i SHEET C-7.1 OR APPROVED EQUAL I EA REDUCE (18"SW) 13 5, G Dt 2 158,424 SF(APPROL) 1 1286.20WV IN(NE) I Dt CONSTRUCT GRATE INLET PER DETAIL'SOT'ON SHEET C-7.0 WITH 36'X36°GRATE 3 EA TEE&-1299.311NV(18") 1299.971NV O O O O O O 1288.10INV OUT(SW) E c0 DMA-8 F.F.E.=1303 I " ® INSTALL FORiERRA PRECAST WINGED HEADWAL AW FOR 18"PIPE PER DETAIL ON SHEET C-7.1 Z REDUCER7299.561NV(12"SE)ua iiii i i l Di ( ) 1 EA "A W 1297.69WV 18�TEE& � �2�12/18 RNA ___-_ - i i i i��i I ' � OR APPROVED EQUAL WITH 5'X5'X1'BACKING N0.3 RIP RAP i 1 5.91TG 10 1297.941NV(121REDUCER DMA-7 DETAIL + + ` 1 9.51NV -._-__I__ PAVING,LOC ION ANDD,RAMPS AND TRU�DULE,SLOPED PPRECISE f Dt CONSTRUCT 810RE1ENTION FACILITY PER DETAIL ON SHEEP C-7.1 12 EA •� v " DI 1299.971NV 11 1305.O6TG Di 2 r-----1 GC i i i ( 7298.351NV 1 , ( i AREA:t0.578 REDUCER1297.531NV(12')I _ ARCH/MEP PLANS BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS 3 z (I II !I D1 CONNECT TO DROP INLET 2 EA E OUTLOT 3 7 3 j _ I 'I ® CONSTRUCT CURB OPENING CATCH BASIN PER SPPWC STD.300-3 PER DETAIL ON SHEET C-7.2 i TEE& ( 1 0.371 REFER TO ri D 5 EA 4 1297.941NV D1 -- SD2 ro ii i; WIDTH PER PLAN. SD21 INSTALL DMA 8 8W CLEAN MWS-L-8-12 STORMWATER BOFILTRATIDN SYSTEM PER DETAIL ON + + TEE&1296.921NV(18") 3 1305.04RIM 130.65RL1 N " " c9 O SHEET C-72 OR APPROVED EQUAL 1 EA - __ ( ) 1296.721NV IN(SW) Di 1 .45R M 1294.171NV IN NW 3"D i REOUCER1297.171NY 12" Dt 3 D7 „ r 1295.421NV IN(NW) 13 18 ( ) + + Di i i 2 INSTALL ADS NYLOPLASf 12'DRAIN BASIN WITH DOME GRATE OR APPROVED EQUAL ,O EA 1, 297.091NV IN(NE) 0 O O 1295.431NV II (NE) '1292.931NV IN(NE) 1297.661NV IN(SE) iiii I I I I SD1 1 1 v 1296.521NV OUT(SE) 1295.401NV OUT(SE) "'-t1294.311NV 1N(NW) 1293.971NV OUT(SW) iiii I ( D2 INSTALL BIO CLEAN STANDARD KRAKEN FILTER KS-4-4 PER DETAIL ON SHEET C-7.3 OR + i EA 1300.571NV 1304.28TG 130240RIM ' " APPROVED EQUAL 2 W=7.5' 1 1293.16WV IN(SE) 02 iii a F , I _ 1297.581NV 3 1296.05WV IN(SE) 91.2 „ c4 W. A i DMA-9 1292.88WV OUT(SW) i i i �2 INSTALL 8"HOPE STORM DRAIN PIPE AND APPURTENANCES 87 LF ( - - 1293.19INV OUT(NW) T- iii �i 1286.761NV IN i i SD, i 2 i 1301 50TG REFER TO REFER TO S06 L© 1298.00W IN(NW) 1 ® INSTALL 36-HDPE STORM DRAIN PIPE AND APPURTENANCES 24 LF i i a 300.211NV IN(NE) O O O O F O O 1294.91INV ARCH/MEP PLANS ARCH/MEP PLANS 1295.441NV OUT(SW)- 1 '. I. 1299.691NV OUT(SE) 304. R 1303.79TG I D - 11287.331FNi �'17 "z ® INSTALL DMA 7 BW CLEAN MWS-L-4-19(UNIT 2)STORMWATER&OflLTRATION SYSTEM PER DETAIL i e+'I W=7.5' i 1297.179A/IN(SW) -a 7297.701N DMA-B i .71RIM 1 7 ON SHEET C-7.2 OR APPROVED EQUAL DMA-9 1298 EA .OWNV IN(SE) 1 1.7 1 1 .43RN1 D 1287.i7MN IN(NE,SW) 1 , 1297.17INV IN(NW) 1297.2 1 DMA-5 DETAIL 1292.411NV(30� 1290,4WiV IN(NW) 1295.281NV W(NE) 1 1286.971NV OUT(SE) m 1297.071NV OUT NE i---^' ( •) 1 1296.621INY OUT(NW) ( ) 1292.421NV OUT(SW) ( ) 3 1292.611NV 24 1290.350N our SE a I OUTLOT 4 o o o I lzsisslNv INN 1 LEGEND AREA to.s7s AC I I ( 2 yW 1zes.oslNv(30) L G i { O Di 130086TG I DMA 1291.891NV OUT 4 t<1294.41TG PROPOSED BUILDING i E I 1298.121NV 1302.10TG 1 "W 8"W- 8' -1295.291NV IN(W)g'W g'• RE _1289.581NV 187_ W, 119.7INV RIIA 1299.00WV a 1288.931NV !,F SAN.. a SAN> �-SAN> -SAN> TUTS- 1 D1 1290.01114V(721 PROPOSED CURB OR CURB&GUTTER 1 i 1297.631NV IN(W,S) 1289.261NV(30") 1297.531NV OUT(NE) _ _ DMA-4 _- - - - - - - - RETAINING WALL �-T7� - - - 1298.t5RIM + i - - -- ��i I SD11 1 9 9 1288.55WV IN(NW) l ' - C__-J'+_ 1 D2 i+-_ 1288.55WV IN S PROPOSED ON SITE STORM DRAIN PIPING /- 1295.581NV l4 1290.771NV O H f f r `2 '-,i 91 !i 9 1288.351NV OUT(E) " GRATED DROP INLET J y SIPHONIC PEERREAK COPROVL�ENTRETE TOR PLANS HOLE SEE DETAILa GRAPHIC SCALE STORM DRAIN MANHOLE NOTE:SEE GRADING SHEETS C-2.1 TO C-2.6 ■ CURB DROP INLET FOR fKORE1ENHON UNERDRAIN ELEVATIONS LINE DATA LINE DATA LINE DATA LINE DATA iiac( F�6 ) 1 h ffi 80 N" ■ KRAKEN FILTER LINE No. BEARING LENGTH SLOPE DESCRIPTION LINE No. BEARING LENGTH SLOPE DESCRIPTION LINE No. BEARING LENGTH SLOPE DESCRIPTION LINE No. BEARING LENGTH SLOPE DESCRIPTION -----------------------------•------------ ------------------------------I 1 N4619'30"E 9,00' 0:050 12'HDPE 21 S43'40'28'W 36.01' 0.010 12"HDPE 41 S35'03'45"E 29.88' 0.020 12"HDPE 61 N43'42'51"E 184.77' 0.005 18"HDPE I I I 1 1 1298.08FL/HP 1299.8 DI 1 I I 2 N43'40'30"E 70.00' 0.020 12"HDPE 22 843'40'30"W 17.62' 0.005 12"HDPE 42 S43'40'28"W 49.09' 0.010 30"HDPE 62 N43'42'51"E 228.85' 0.013 18"HDPE i 1 W-14 , D2 I 1296'52 HP 3 NV INV� ' 3 S46'19'30"E 9.00' 0,050 12"HDPE 23 S4619'30"E 9.01' 0.050 12'HDPE 43 N46'19'32"W 133.55' 0.005 24"HDPE 63 S4619'32"E 237.60' 0.005 24"HDPE , INV 4 N43'40'30"E 14.50' 0.020 12'HDPE 24 S43'40'30"W 55,16' 0.005 12"HDPE 44 N46'19'32"W 26.00' 0.005 24"HDPE 64 S88'40'28"W 42.44' 0.003 18"HDPE I J O 1 7.7 WV 1 6mg Fail 297.8 1i 7.1 1296.41FL/INV01NV 1 ----�------,- - � 1 1 .7 I I 5 N4619'S1"W 31.00' 0.020 12"HDPE 25 S7'19'30"E 10.15' 0.010 12"HDPE 45 S46'19'32"E 3.33' 0.005 8"HDPE 65 543'40'27"W 14.92' 0.003 18" HDPE - 1 I W=14 I 1 .'S9WV I 6 N43'40'30"E 46.39' 0.020 12"HDPE 26 S88'40'30"W 11.32' 0.010 12"HDPE 46 S88'40'28"W 9.43' 0.028 24"HDPE 66 S43'40'28"W 92.94' 0.003 18" HDPE 7 N43'40'30"E 5,70' 0.033 18"HDPE 27 N4619'32"W 38.12' 0.010 12"HDPE 47 S43'40'28'W 16.84' 0.010 30"HDPE 67 N46'79'32"W 7D.05' 0.003 18"HDPE 1 1 1 7 INV I O O O 1 I 8 S4619'28'E 8.25' 0.050 12"HDPE 28 N4619'30"W 222.28' 0.005 24"HDPE 48 Si'19'32"E - 25.78' 0.010 30"HDPE 68 S88'40'28"W 31.31' 0.003 18"HDPE 25.611m i 7 I 4 9 N43'40'30 1298.i1 HP "E 48.80' 0.033 18"HDPE 29 S43'40'30"W 29,08' 0.004 24'HDPE 49 N66'06'23"E 14.54' 0,020 12"HDPE 69 N46'16'49"W 23.24' 0.009 36' HDPE 295 SN1N 1298,04K K 10 S46'19'30"E 8,25' 0.050 12"HDPE 30 S43'40'28"W 8.67' 0.005. 24"HDPE 50 N46'19'33"W 165.9C 0.009 30"HDPE 70 N46'19'30"W 31.00' 0.020 12"HDPE ' I i 1 W-14' c� 11 N43'40'30"E 4.39' 0.033 18"HDPE 31 N46'19'32"W 24.42' 0.008 8"HDPE 51 N46'19'32"W 121.47' 0.009 30"HDPE 71 N43'40'30'E 47,98' 0.020 12"HDPE 15 12 N4619'47"W 36,00' 0.056 18"HDPE 32 S4619'32"E 7.00' 0.007 8"HOPE 52 S43'40'12"W 18.96' 0.033 12"HDPE _ 1 ( I r 8'W 8"W 8"W 8 NI I 13 N0119'47"W 41.68' 0.010 18"HDPE 33 S46'19'32"E 21.42' 0.009 8"HDPE 53 S88'40'28"W 4.29' 0.033 12"HDPE CURVE DATA I I I 1 --------------I �------ - - I 14 N43'40'30"E 26.61' 0.010 78"HDPE 34 N46'19'32'W 4.00' 0.011 8"HDPE 54 N46'19'32"W 19.6T 0 ----------------- ----'--- ------------- ----- .009 30"HDPE CURVE N0. DELTA LENGTH RADIUS SLOPE DESCRIPTION DMA -7 DETAIL - DMA-5 DETAIL L 15 S46'19'32"E 8.23' 0,050 12"HDPE 35 N4619'32'W 4.00' 0.013 8"HDPE 55 S43'40'27"W 76.92' 0.037 18"HDPE 1 22-09'43" 29.01' 75.00' 0.005 24"HDPE SCALE: t" 10' SCALE: 1" 10' 16 N43'40'30"E 18,58' 0.010 18"HOPE 36 S4619'32"E 21.42' 0.009 8"HDPE 56 S43'40'27"W 4.01' 0.040 18"HDPE 17 543'40'31"W 38.92' 0.005 18"HOPE 37 N46'19'30"W 247.64' 0.005 30"HDPE 57 N46'19'32"W 59.26' 0.009 30"HDPE CONTRACTOR SHALL CONTACT DEWATERING NOTE: ALERT TO CONTRACTOR: 811 FOR LOCATION OF ALL ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK,FINAL UTILITIES,AND FINAL GRADING)BY 18 S4619'30"E 8.26' 0.050 12'HDPE 38 S43'40'28"W 109.24' 0.010 30"HDPE 58 N9'27'41'W 38.16' 0.010 12"HDPE UTILITIES,AT LEAST 72 HOURS WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF THE MILESTONE DATE IN PROJECT DOCUMENTS.OUTLOT AREA TO BE KEPT FREE OF JOB TRAILERS AND STORAGE 18"HDPE 59 S88'4028W 113.24 0.009 30"HDPE PRIOR TO BEGINNING 'WILT WEATHER,PROVIDE ADEQUATE DEWATERING,DRAINAGE,AND AFTER THE CONTRACT MILESTONE DATE FOR THE OUTUOT.WM GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS ' " ' 19 S43'40'31"W 29.61' 0.005 18"HDPE 39 S46'19'48"E 1,50, C.019 GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. FOR OUTLOT CONTRACTOR TO THE SPECIFIC PARCEL AT ALL TIMES AFTER MILESTONE DATE PURCHASER OF OUTLOT CONSTRUCTION REFER TO MASTER SITE SPECIFICATIONS. TO PROVIDE PERMIT DOCUMENTS AND SWPPP REQUIRED BY STATE/LOCAL REQUIREMENTS FOR SPEcim OUTLOT. M 20 N46'19'29"W 50.47' 0.050 12"HDPE 40 S46-19'48"E 16.02' 0.010 18'HDPE 60 HDPE MARK REVISIONS APPR. DATE OFES1 PINS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE DEVELOPMENTAND/OR CITY AND STATE LAWS,AND A PERMIT MAYBE ISSUED.DI10N5 PREPARED BY: 30 Executive Park,Suite 100 SEAL 0k14 BENCHMARK: BRASS CITY OF LAKE ELSINORE RANTING NUMBER: 1� SAW DISC WITH 10' DESIGNATION/3433 AGENCY:RIVERSIDE COUNtt TRANSPORTATION COMMISSION: 11 Yl■ Irvine,CA 92614 oaN N0Ug29 EY CONCRETE COLLAR.LOCATION MONUMENTSOUTHWEST CORNER FOUND CENiRAL AVENUE AND CAMBERN t:949 296 0450 1:949 296 0479 ' ° O� AVENUE(DOWN 1.0').AGENCY:NOVO 1929 - WALMART SUPERCENTER#2077-07 C m 3■O 46G3s m SCALE: DRAWN: BB 29260 CENTRAL AVE LAKE ELSINORE,CA 92532 Exv"12 3t 2O ° 1" = 60' ON-SITE IMPROVEMENT PLANS SHEET 14 OF 38 DB DB„9 STORM DRAIN PLAN FILE No. REMON HABIB RCE 83156 DATE �?qTf 01Vt��! DATE: CHECKED: JP AR OF CITY ENGINEER J OUR D RCE No. 46039 DATE OF CAU April 10, 2019 Fllen-e:P:\2 \200800688�CURRENTORAWINGS\-PRODUCTION FILES\ONSITE\200800688-C-3.0-50 1 2 1 3 4 5 6 1 7 8 9 10 11 12 13 14 15 16 17 18 19 20 UTILITY NOTES - X ,� ; I ��-.,�I�-�-�i!�- -- �- �;,•�-- if �� -.:C �q _ 1. ALL FILL MATERIAL IS TO BE IN PLACE,AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. A ' TIE T(E) CAMBERN AVE `" -TIE T(E) TIE T(E) 0 a 12"WATER 12'WATER - - - - 12-WATER G 2• CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING r N - - - - - r! - - - - -€- �p9S= LINE. t2 + +121W 12"W�-- 1 W 12"W 12"W 12"W 12'W 12"W 12"W 12"W 17'W 12"W 12°VV 12"W 12"W 12"W pt2"N! 12'W 12"W 12"W 12' p 12"W 3. SANITARY SEVER PIS SHALL AS FOLLOWS: 8"PVC SDR35 PER ASIM D 3034.FOR PIPES LESS THAN 12'DEEP SEWER MANHOLE TO 8-PVC SDR26 PER ASiM D 3034,FOR PIPES MORE THAN 12'DEEP BE RAISED T GRADE 6"PVC SCHEDULE 40 �, = G _ _ _ ._ -- - - - - - - - - - - -I-m" - - - - 1300.86RIM DUCTILE IRON PIPE PER AWWA C150 �- - -- " -- TO(E)SEWER STUB B `-•) + I F MONUMENT SIGN AT(E)HV=1285.81 1 Qrs+ 4. WATER LINES SHALL BE AS FOLLOWS: I� Y� 6"AND LARGER,PVC C-900 PER ASTM D 2241 le I TIE TELEPHONE&ELECTRICAL (P)8-SS STUB PER CLASS 200 UNDER COUNTY ROADS,OTHERWISE CLASS 150 { I LINES TO(E)LINES LOCATED m D 3 18'��\ \ SEPARATE PLAN 6"AND LARGER DUCTILE IRON PIPE PER AWWA C150 n I r� I I IN R/W OF CAMBERN AVE I a I S \ C _ SMALLER THAN 6"EITHER COPPER TUBE TYPE°L"(S PER ANSI 816.22 . n t3 O O O O f O m GREASE INTERCEPTOR ' OR PVC,200 P.S.I.,PER ASTM D1784 AND D2241. • I C OUTLOT 1 a I REFER TO ARCH./MEP PLANS B G - ' _ 5. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. AREA:30.569 AC A 13 E J I I 6"SEWER ENTRY REFER TO �� EV CHARGING STATIONS I ARCH./MEP PLANS f' 6. ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH THRUST BLOCKING AS CALLED OUT IN SPECIFICATIONS. x I ®®® ®®®®®®®®®®®®®®®® C „ CCOOR TEE TIE o o F o 0 0 0 _ __ __ ^ u� ( ) (PARALLEL)+ u 7. ALL U19U11ES SHOULD KEPT Ti?1 10 APART PARALLEL OR WHEN CROSSING 18"VERTICAL CLEARANCE OUTSIDE a ,+ z (� EDGE OF PIPE TO OUTSIDE EDGE OF PIPE). ® a la I u TO(E)GAS MAIN I '°� ®® ®®®®L�L�L1gL�L lti7LI�I L�l�®L7 ® I OUTLOT 2 3 I �on 13 a-a n E m I \ I• I -„ _ 8. CONTRACTOR SHALL L MAINTAIN A MINIMUM OF 4-0"COVER ON ALL WATERLINES. W C AREA:f0.711 AC I I a0 10'MIN.HORIZONTAL 3 g i_a I SUPERCENTER SEPARATI�I(m) I I y 9. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS UNES )i 3 s O O O O O F O O O - I• (EXISTING AND PROPOSED),THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 #2077-07 I FEET ON BOTH SIDES OF CROSSING, THE WATER LINE SWAT. HAVE MECHANICAL JOINTS WITH APPROPRIATE THRUST ' iI 0 D e� I 3 - BLOCKING AS REQUIRED TO PROVIDE A.MINIMUM 18"CLEARANCE MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI TAMPER SWITCH ENTRY ; 21.11 (AWWA C-151)(CLASS 50). Len 4 p C-151-OR-NO 158,424 SF(APPROX.) B I ; (� 10. LINES UNDERGROUND SHALL BE INSTALLED,INSPECTED AND APPROVED BEFORE BACKFILLING. N Z G M F.F.E.=1303 11. TOPS OF EXISTING MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS,EllF J aD 02/12/18 RNA ELLTT]CEPHONE�ENTR't' I AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS WITH WATER TIGHT LIDS. TRY I I a6 V I GF CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR SEWER MANHOLE T _ 12. ALL CONCRETE FOR ENCASEMENTS SHW.L HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I. OUTLOT 3 I EXACT LOCATION AND DIMENSIONS OF VESTIBULE SLOPED I E RAISED T GRADE i +� ) I. - L PAVING,E%CT PORCHES,RAMPS AND TRUCK DOORS,PRECISE J `1297.84RIM 13. EXISTING UTILITIES SHALL.BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. E •-- R I a AREA:t0.578 AC _ `c�' 3 I I ) II -- - ro I BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS I I - ;; 74. REFER TOINTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 12*;i CONTRA!TOR ONUMENT SIGN A MIN.HORIZONTAL I SEPARATION(TOY.) I ac 3"WATER e ++ I A1RATbN _ I ') METER g gppnE 15. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE LOCAL.AUTHORITIES (ANY CITY) WITH TO(E)DCAS MAIN G 3 ;I H -3' I I i o REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER UNES. °D I ( I i 16. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN UG G O I I 6"SEWER ENTRY (P)IRRIGATION I ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES,AND WHERE POSSIBLE, MEASUREMENTS I AN" 1 ; METER&B•'P TAKEN IN THE FIELD.THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE.THE CONTRACTOR 1295.671NV 0 F `sy' ) da ( ; 1 Lk* 13 I I 6"YCO A UTILITIES. CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT N 13 I FED LOCATION OF UTILT . IT SHAM BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. G cA 1 O O O O f O O O O E I E 17. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTffiCATKINS REQUIRED BY CODES AND/OR i a F �I 3 I N UTILITY SERVICE COMPANIES.THIS AND THE FINAL CONNECTIONS OF THE SERVICE SHALL BE COMPLETED 30 DAYS PRIOR co TO i I ) � � TO STORE POSSESSION. �a CONTRACTOR TO / C OUTLOT 4 1 20'EVMWD WATER 12•MIN.VERTICAL J °p I I I I 18, CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. `' q� COORDINATE TIE I EASEMENT SEPARATION(TYP.) AREA:t0.679 AC K G " TO(E)GAS AWN q I O F O O O O i 19. UTILITIES SHOWN AS EXISTING IN PUBIC R/W (WATER, SEWER, STORM) AND THE ROADWAYS THEMSELVES ARE NOT ----------- ------- -2'�,---2"aaW �--"W--- "+ N CONSTRUCTED AS OF THIS DATE. THIS INFRASTRUCTURE IS PROPOSED TO BE BUILT AS SHOWN(BY OTHERS)BUT MAY �J ----- ----J NOT ALL BE CO ,. ( � s� MFM.ETED AT TIME OF WALMARPS CONSTRUCTION. d � B.,W_B,•W- W-8'�W 8'"W 8"W- W-B.,W_S,.W_S,.W W �a 'SAN% AM>-----SANN: *---SA -SANS �y TIE TO(E)SEWER MANHWE --- i 20. REFER TO BUILDING PLANS FOR SITE LIGHTING ELECTRICAL PLAN. A T W=1289.57 I i NOTE LEGEND t.___J rl J CONTRACTOR TO COORDINATE = 1. y�LIGHTING DESIGN PER -CARP&T- OVERHEAD POWER&TELEPHONE i YARD FIYDRANf�.,_� ( +` TELEPHONE TIE TO(E)PHONE LINESEPARATE PIMMt H w f" OUTDOOR SEASONAL SALES AREA) -WATER � x _ UGT- UNDERGROUND TELEPHONE I ______________________._--__-__-______-_--.-_------.la CONTRACTOR TO COORDINATE rn - - UGP- UNDERGROUND ELECTRIC/POWER ilr_--------------------------- '_-__--Ti .: ' PRIMARY POWER TIE TO(E)WITH - GP GARDEN CENTER ELECTRIC POWER ELECTRICAL COMPANY / n .-- UGC- UNDERGROUND CONDUIT - 8"SS- SANITARY SEWER PIPE UTILITY NOTES a y -3" PIPING W- WATER PIPING -GAS- GAS PIPING A O 6"SANITARY SEWER LITERAL AT MINIMUM 1.0%SLOPE.COORDINATE WITH ARCHITECTURAL PLANS. O ONE 3"DIAMETER CARLON TYPE"DB"DIRECT BURIAL TELEPHONE DUCT OR 3"SCHEDULE 40 PVC.INSTALL GALVANIZED 15 TAMPER SWITCH CONDUIT WIRE OR PURPLE PROPYLPOLYIETHYLENE ROPE WITH A MINIMUM PULLING TENSION OF 100 POUNDS.THE MINIMUM OGAS ENTRY WITH GAS METER.CONTRACTOR RESPONSIBLE FOR INSTALLING PIPE BOLLARD PROTECTION AT METER. BURIAL DEPTH SHALL BE 24".INSTALL AN ORANGE DETECTABLE HAZARD TAPE WITH INTEGRAL"BURIED CABLE"WORDING, pd GATE VALVE IN VALVE BOX CONTRACTOR SHALL COORDINATE WITH GAS COMPANY FOR TYING OF INDIVIDUAL METER. 12'ABOVE CONDUIT. ©CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH GAS COMPANY REGARDING THE SIZE AND INSTALLATION OF GAS ONE 2"CONDUIT SHALL BE CARLON TYPE"DB"DIRECT BURIAL TELEPHONE DUCT OR SCHEDULE 40 PVC. INSTALL GRAPHIC SCALE FIRE HYDRANT SERVICE LINE. O GALVANIZED PULL WIRE OR PURPLE PROPYLPOLYEMYLENE ROPE WITH A MINIMUM PULLING TENSION OF 100 POUNDS. 60 D 30 60 Cfq THRUST BLOCKING O 1"PVC CONDUIT FOR TAMPER SWITCH. THE MINIMUM BURIAL DEPTH SHALL BE 24".INSTALL AN ORANGE DETECTABLE HAZARD TAPE WITH INTEGRAL"BURIED + TAPPING SLEEVE&VALVE J CABLE"WORDING, 12"ABOVE CONDUIT.THE 2"LP CAMERA CONDUIT SHALL BE SEPARATED FROM THE 480VAC LIGHT OPROPOSED LOCATION OF TRANSFORMER PAD. CONTRACTOR TO VERIFY EXACT LOCATION AND SIZE WITH POWER FIXTURE POWER BY A DIVIDER PLACED IN THE LIGHT POLE BASE JUNCTION BOX. ( IN FEET ) D REDUCER COMPANY PRIOR T INSTALLATION.CONTRACTOR SWW.BE RESPONSIBLE FOR INSTALLATION OF CONCRETE PAD.CONDUIT O SWCTCHGEAR LOCATION PER ELECTRICAL PLANS. L inch 60 ft. ® SANITARY SEWER MANHOLE AND PIPE BOLLARDS AS REQUIRED BY THE ELECTRIC COMPANY.CONTRACTOR SHALL COORDINATE SAID WORK WITH THE - ELECTRIC COMPANY.FINAL LOCATION OF TRANSFORMER AND BOLLARD CANNOT CONFLICT WITH TRUCK ACCESS TO DOCK -0 CLEAN-OUT DOOR. POWER POLE O UNDERGROUND TELEPHONE FROM POLE TO BUILDING TO BE EXTENDED BY TELEPHONE COMPANY. Q GAS METER ©CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH THE TELEPHONE COMPANY FOR THE INSTALLATION OF TELEPHONE m TRANSFORMER PAD K LINES.CONTRACTOR$HALL COORDINATE THE TYING OF INDIVIDUAL METERS WITH THE ELECTRIC COMPANY.CONTRACTOR PIPE BOLLARD T COORDINATE WITH TELEPHONE COMPANY TO ENSURE PROPER SEPARATION BETWEEN OVERHEAD LINES AND LIGHT POLES. OO UTILITY BOLLARD O3"DOMESTIC WATER LINE ENTRY WITH METER PER CITY REQUIREMENTS.CONTRACTOR SHALL BE RESPONSIBLE FOR - o TWO-WAY CLEW OUT H INSTALLING ANY APPURTENANCES ON THE DOMESTIC LINE SUCH AS BACKFLOW PREVENTION DEVICES,GATE VALVES,ETC., •. SINGLE FIXTURE LIGHT POLE AND BASE WHICH MAY BE REQUIRED.CONTRACTOR TO COORDINATE WITH CITY PUBUC WORKS DEPARTMENT. - DSPRINKLER ENTRY.CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY APPURTENANCES ON THE SPRINKLER LINE SUCH M 2 FIXTURE LIGHT POLE AND SASE AS,BUT NOT LIMITED TO.A DOUBLE DETECTOR CHECK BACKFLOW PREVENTION DEVICE,IN SERIES WITH A CHECK VALVE, GATE VALVES,ETC.,MEETING WATER COMPANY SPECIFICATIONS. 3 FIXTURE"PILE AND BASE L O PROPOSED FIRE HYDRANT AND ASSEMBLY,TYPICAL AS INDICATED.SEE EVMWD IMPROVEMENT PLANS. - !'O SNIT 2 FIXTURE UGH( O REMOTE GARDEN CENTER UTILITY BOLLARD.SEE DETAIL W,ON SHEET C-4.0. CONTRACTOR SHALL CONTACT ALERT TO CONTRACTOR: POLE AND BASE 811 FOR LOCATION OF ALL ALL WM GENERA.CONTRACTOR WORK TO BE COMPLETED(EARTHWORK,FINAL OTIIJTIES,AND FINAL GRADING)BY THE MILESTONE ❑X SANITARY SEWER STRUCTURE INDICATOR ©ALL PULL BOXES LOCATED IN PAVED AREAS SUBJECT T TRUCK TRAFFIC SHALL BE"H-20"LOAD RATED.THE TYPICAL UTILITIES,AT LEAST 72 HOURS DATE IN PROJECT DOCUMENTS.OUTLOT AREA TO EF KEPT F1EE OF JOB TRAILERS AND STORAGE AFTER THE CONTRACT MILESTONE PULL BOX SIZE WILL BE 17"X 30"X 28""QUAZITE"PG1730BA28 BOX WITH PG173OHNOO LID,OR APPROVED EQUAL PRIOR TO BEGINNING DATE FOR THE OUTLOT.WM GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUTLOT CONTRACTOR TO THE SPECIFIC PARCEL ® � PROPOSED WATER METER AND BACKFLOW DEEPER BOXES MAY BE REQUIRED WHEN THE CONDUCT ALIGNMENT IS AFFECTED BY OTHER UTILITIES.THE PULL BOX CONSTRUCTION AT ALL TIMES AFTER MILESTONE DATE.PURCHASER OF OUTLOT TO PROVIDE PERMIT DOCUMENTS AND SWPPP REQUIRED BY ASSEMBLY WITH NOT BOX SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATION WITH A CONCRETE COLLAR AND A MINIMUM OF 8"OF STATE LOCAL REQUIREMENTS FOR SPECIFIC OUTLOT. GRAVEL COMPACTED PER PROJECT SPECIFICATIONS. PROPOSED FIRE DEPARTMENT CONNECTION(MC) M MARK REVISIONS APPR. DATE OFESE PLANS DEVELOPMENTVE BEEN REVIEWED FOR COMPLIANCE WITH THE AND/OR CITY AND STATE LAWS,AND A PERMIT MAY BERIATE ISSUED.NDTON$ PREPARED BY: 30ExecutivePark,Suite100 SEAL ` BENCHMARK:140 MENT TYPE. FOUND 2'B_ CITY OF LAKE ELSINORE DRA"NG NUMB: DESIGNATION/3433 AGENCY:RIVERSIDE COUNTY TRANSPORTATION COMMISSION. l� C�!'#`�W DISC WITH 10" Irvine,CA 92614 �0� 4�eY CONCRETE COLLAR,LOCATION:FEEr. NSOUTHWEST CORNER CENTRAL AVENUE AND CAMBERN FOR amrztxE C*4L"y EU■vvt�A t:949 296 0450 f:949 296 0479 T AVENUE(DOWN 1.0).AGENCY:NGW 1929 WALMART SUPERCENTER#2077-07 C-4■0 N.. 4B039 > 29260 CENTRAL AVE LANE ELSINORE,CA 92532 e Exp 12 1 20 SCALE: DRAWN: BB ON-SITE IMPROVEMENT PLANS SHEET 15 OF 38 'p 08l08/19 1" = 60' SONIA SALAZAR DATE ��JF V1 ��! . JP OVERALL UTILITY PLAN FILE No. BUILDING AND SAFETY DEPARTMENT J UR O D RCE N0. 46039 DATE DF CAu DATE: April 10, 2019 CHECKED: I q.334 CITY OF LAKE ELSINORE - Fllenarne:P:\2008\200800888\_CURRENTDRAWINGS\.PRODUCTION FILES\ONSITE\200800688 C-4.0-UT 1 2 3 1 4 1 5 fi 1 7 8 9 10 11 112 13 1 14 - 1 15 1 16 17 18 19 20 { CAMBERN AVE - - o LEGEND UTILITY NOTES _ - - - - - - - 1. ALL FILL W7MAL IS TO BE IN RACE. AND COMPACTED BUM p - Pk - - - - - OHP&T- GVI7tHF1M1 POWER&TELEPHONE INSTALLATION OF PROPOSED UTILITIES. ' t 12"W 12"W3rr 12"W 12'VJ 12"W 12YW 12 12"W 12"W 12"W "W 12"W 12"W "W 12"W 12"W 72"YV .` 12"Y)C. - - - - - - - - - - -UGT- UNDERGROUND Tf1EPHONE 2. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORIZES INSPECTORS 72 -- UGP UNDERGROUND ELECTRIC/POWER HOURS BEFOE CONNECTING TO ANY EXISTING LINE - GP GARDEN CENTER ELECTRIC/POWER 3. SANITARY SERER PIPE SHALL TE AS FOLLOWS: SDR26 PER ASTM D 3034,FOR PIPES LESS THAN 12'DEEP -8"SS- SANITARY SEWER PIPE 8'PVC SCHED PER ASTM D 3034,FOR PIPES M0�C15 12'DEEP I RIM 1300.74 a Ny 6'PVC SCHEDULE 40 DUCTILE IRON PIPE PER AWWA C750 1292. I � `I � 8"F FIRE PIPING 4. WATER UFES SHALL�AS FOLLOWS: B ' I a cP•. 3"W- WATER PIPING 6'AND LARGER, PVC C-900 PER ASIM D 2241 CUSS 200 UNDER COUNTY ROADS,OTHERWISE CLASS 150 N I I 1299.761E I OU D H -GAS- GAS PIPING ro $ 1290381E SD - 6'AND LARGER DUCTILE IRON PIS PER AWWA C750 SMALLER THAN 6" c9 o 0 0 o F o m R M 1302.98 / } G 1287.04TOP$$ - TS - TAMPER SWITCH CONDUIT EITHER COPPER Tim TYPE t`(SOFT)PER M81 816.22 OR PVC,200 ( ( 1295.421E _-YY B:, 1286.371E SS w P.S.I.,PER ASIM D1784 AND D2241. RIM 1.5%- GATE VALE IN VALVE BOX 5. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. I ( 1299.571E(NW)61N I 1286.. FIRE HYDRANT 1299.371E(SW)BIN ,' L I THRUST BLOCKING 6. All.WATER JOINTS ARE TO BE MECHAI6CAL JOINTS WITH THRUST BLOCKING ii I O O I_ O O O O AS CALLED OUT IN SPECIFICATIONS. RIMC 771 (N)B 7 i TAPPING SLEEVE g VALVE 7. ALL UTILITIES SHOULD BE KEPT TEN (107 APART(PARALLEL) OR WLER O D REDUCER 1291.771E N BIN 1 1291.771E(SW)BIN V CROSSING 18'VERTICAL CLEARANCE(OUTSIDE EIX',E OF PIPE TO OUTSIDE n W I 1286.911E(SE)SIN ® SANITARY SEWER AU►NIOIE EDGE OF PIPE). > O SUPERCENTER ro I �o CLEAN-OUT 8. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 4'-0' COVER ON ALL R, DULL(� 1Q 1 7 1298.261E O O O O O F O O O - -- �- I RIM 1302.34 Fe POWER WATERUNES. 2077=07 1292.81 I `I GAS METER 9. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER ONES,SANITARY ' J 1301.301E SD �', N Q LINES, STORM TINES AND Cd5 LINES (EXISTING AND PROPOSED). THE 11298.67rOP SS C-151-GR-NO 3 ® TRANSFORMER PAD SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT D { �' 1298.171E SS c� {{ ' 15$,424 SF(APPRHY.) I PIPE BOLLARD HAVE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS LEAST 10 FEET ON BOTH SIBS�CROSSING, THE WATER LINE SHALL O P O O O O O ODO UTILITY 11 + VF I G� _ CONTRACTOR SFIALL REFER/1 ARCNLTfCNRAL PLANS FOR RIM71301.61 . BOLLARD REQUIRED TO PROVIDE A MINIMUM OF 78' CLEARANCE. MEETING vi- I F.F.E. 1303 1298.35 TG 1293.601 r t �a II 0 TWO-WAY.CLEAN OUT REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11(AWWA C-151)(CLASS 50). n , + _ I� oo I 02/12/18 RNA _ BEFORE . I �.. � r SINGLE FIXTURE LIGHT POLE AND BASE 10. LINES UNDERGROUND SHALL � INSTALLED, INSPECTED AND APPROVED -AlI ' I EXACT LOCATION AND DIMENSIONS OF VE5118ULE,SLOPED V �r t 1 + 1293.93E 601E SOII' 2 FIXTURE LIGHT POLE AND BASE 11. TOPS OF EXISTING MANHOLES SHALL BE RAISED AS NECESSARY TO BE n I + I _ - PAVING,EXIT PORCHES,RAMPS AND TRUCK DOORS,PRECISE 129.601'OP SS I � .N ABOVE FINISHED GROUNFLUSH WITH D ELEVATIONS WIT PAVEMENT H TUBE ONE TOUT I s � c� BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS I � 3 FIXTURE LIGHT POLE AND BASE E 1297.101E SS RIM 1305.80 13 I ro � SHIELDED 2 FIXTURE LIGHT 12. ALL CONCRETE FOR ENICASEMENIS SHALL HAVE A MINIMUM 28 DAY u 1 ! + I I 1296.641E(NW)61N POLE AND BASE COMPRESSION STRENGTHAT 3000 P.S.I.1296.641E(NE)61N- I `�`II 1297.03E 1296.591E(SW)BIN U I 3 0 1 13. EXISTING UTLTTIES%NUJ.BE VERIFIED IN FEED PRIOR TO INSTALLATION OF ro ! � SANITARY SEWER STRUCTURE INDICATOR ,qNy NEW LIES. u b t t I I I' c RIM 1302.74 Q�• {+ I B { { O 0 O O O O O O I 1295.6 1.0% t I 1297.991E SD y UGC - i PROPOSED WATER METER AND BACKFLOW 14. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UT<nES. q, ( ( 1296.97TOP SS WM ASSEMBLY WTH HOT BOX 129 31 S ts. CONTRACTOR I5 RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONSSPECIFICATIONS6. E S - OF ' i { 3 I PoM 1301.88 I CLD PROPOSED FIRE DEPARTMENT THE LOCAL AM40RMCS (ANY (STY) WITH REGARDS TO MATERIALS AND F , i °C I L 1 1294.91E { + L, CONNECTION(FDU) INSTALLATION Of THE WATER AND SEWER LINES. 4�'�r) t ; i l O O O O (° O O O O I• i � ,w+ 16. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT TILE LOCATION AND/OR ELEVATION OFSTINON RECORDS OF 1THEG UTIUffIES AS SHOWN ON THESE PLANS is EAsm SEWER NOTES VARIOUS UTILITY COMPANIES,AND WHERE POSSIBLE, RELIED ON AS TAKEN IN THE FIELD. THE 714E CONTRA S NOT TO LL RIM 1304.27 °� .._.-_. RELIED ON AS tETU EXACT OR COMPETE THE CONTRACTOR MUST CALL { i RIM 1300.81 RIM 1298.67 SANWARY PNIINT�CONNECIOH 1b SIG.SEE LIEF FOR CaNI1AlA79DN V ' 1295.841E(NW) 61N I f ® THE APPROPRIATE VEST COMPANIES O LEAST 72 HOURS BEFORE ANY `'�+`v { i ' 1293.061E(NW}81N 1290.131E(NW)8IJ INSTALL e'Sat-36,PVC SEWER AT MWWIW 1.0%POPE PER EUIN EXCAVATION TO NEWEST EXACT FIELD LOCATION OF UTILITIES.R SHALL BE F 7295.84E(NE)81N I° O O - --__ _ / _� 1292.961E(SE)81N -'- 1289.93E(SW)81N ® DETAIL'S-17 NL'5-73'ON SHEET C�.0.WumRr UTILITY 7161Na1 AND THE RESPONSIBILITY THE CONTRACTOR TO RELOCATE ALL EXISTING 1295.64E(SE)81N -• �, •• / BEDDING DETAIL'Ufi',SHEET C-U UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON G i it , t { tr I 1297.831E SD --------- ---------2 -----2'4 - --2-LW------� ( .0%SLOPE PER eAM THE PLANS 1296.23TOP SS ----------- ' N I I I 8"W 8,� 8"W 8•'W _. 8"W 8"W .,W 8•'VV-B,.W 8'•W ..vN PVC SMER 1 1295.961E SS SANA ANC--� R> SAN ---SANY Dt7.w�.'se-12 a 5-1 at SHEET c O WALMART trnitY i Am 1 I 1.47% 1.48% BEDDING DETAIL'UTt',SF[ET C-8.0 / '/[�� -.�'A �I 17. CONTRACTOR S RESPaN518LE FOIL ALL NECESSARY INSPECTIONS AND OR fit, 1296.021E I 1 ® IS'TALL SEVER CLFAAYOwtrt PER MHYART SNYtARY sE1YkR CLEAN-OUT Tws AND m FINAL CONNECTIONS OF THE SERVICE SHALL BE COMPLETED I I CERTIFICATIONS REQUIRED BY CODES AND MU1Y SERVICE COMPANIES. DETAIL O'ON SHEET C-80 LL ® DSTALL C/i REM IMUM-FOR PER PUXMBIIG WRNS 30 DA15 PRIOR TO STORE POSSESSION, T +� 18. CONTRACTOR SHALL COORDI XTE WITH ALL UTILITY COMPANIES FOR 11 TITITITITITIM ® A D TM,FOR FUTURE USE PER WN.MiRT DETAIL TAG'ON MEET INSTALLATION REQUIREMENTS AND SPECIFICATIONS. H .,. z "-!i !I!III I ® CONSPRUCT 5'SEWER WM40LE PER MIND DETAIL'S-S'ONSHM C-8.0 19. UTILITIES SHOWN AS EXISTING IN PUBLIC R WATER.SEWER,STORM AND ® INSTALL PVC WE Sat-35 THE ROADWAYS THEMSELVES ARE NOT CONSTRUCTED AS OF THIS DATE. THIS INFRASTRUCTURE IS PROPOSED TO BE BUILT AS SHOWN(BY OTHERS) ® CONM ATO OF SEWER PER EVMWO PIGS BUT MAY NOT ALL BE COMPLETED AT TIME OF WAUMARTS CONSTRUCTION. ® CA!I II Ul X-I G'SEE PINS FOR UTILITY X-0IG K4M AND TOP 20. REFER TO BUILDING PLANS FOR SITE LIGHTING ELECTRICAL PLAN. ® Euvairos ACAUTION N 1�IIIiIUTILTY XPIPE� EVMWD PLAINS FOR UTILITY X-ING HART ® CAJU?KM 1 UfY11Y X-LNG.VMM&CLEARANCE V MINIMUM GRAPHIC SCALE ® SANITARY POINT OF CONNECTION TO TRUCK DOCK.SEE MEP FOR CONTINUATION 60 0 30 60 ® INSTALL SPILL comm VALVE ( IN FEET ) NOTE: 1 inch = 60 ft. 1. ONSITE WATER AND OFFSITE SANITARY SEVER PER ELSINORE VALLEY MUNICIPAL WATER DISTRICT IMPROVEMENTS PLANS. J 2. CONTRACTOR TO POTHOLE EXISTING SEWER CONNECTIONS.NOTIFY CEC FOR ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 3. ONSTTE PRIVATE WATER CONNECTIONS TO EVMWD LINE PER WALMART SPECIFICATIONS. K L ALERT TO CONTRACTOR- CONTRACTOR SHALL CONTACT ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK,FINAL UTILITIES,AND FINAL GRADING)BY THE MILESTONE 811 FOR LOCATION OF ALL DATE IN PROJECT DOCUMENTS.OUTDT AREA TO BE KEPT FREE OF JOB TRAILERS AND STORAGE AFTER THE CONTRACT MILESTONE UTILITIES,AT LEAST 72 HOURS DATE FOR THE OUTLOT.WM GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUTLOT CONTRACTOR TO THE SPECIFIC PARCEL PRIOR TO BEGINNING AT ALL TIMES OUTLOT.AFTER MREST0NE DATE PURCHASER OF OUTLOT TO PROVIDE PERMIT DOCUMENTS AND SWPPP REQUIRED BY CONSTRUCTION STA LOCAL REQUIREMENTS FOR SPECIFIC OUTLOT. M MARK REVISIONS APPR. DATE OFESE PLANS HAVE BEEN REVIEWED FOR COMPUANCE DEVELOPMENT AND/OR CITY AND STATE LAWS,AND AITH THE PERMIT MAY BERMATE S ISSUED. PREPARED BY: 30ExecutivePark,Sute100 SEAL < BENCHMARK. BRASS CITY OF LAKE ELSINORE DRAWING NUMBER: Qg0FF5Slgyq OESIGNON: 16.96 AGENCY:RIVERSIDE COUNTY TRANSPORTATION COMMISSION. !'M�1 DISC WITH 10", Irvine,CA 92614 s9'OV,ta N0ug29p` ELEVATION: COLLAR.LOCATION:NSOUTHWESTENT ECORNER CENTRAL AVENUE AND CAMBERN /� A 1/MY t:949 296 0450 f:949 296 0479 AVENUE(DOWN 1.0').AGENCY:NGVQ 1929 WALMART SUPERCENTER#2077-07 C m4■ 1 Tot- PP_SFE9JE_kJM ONLY A NO. 46o39 29250 CENTRAL AVE LAKE ELSINORE,PLANS CA 92532 SCALE: DRAWN: BB ON-SITE IMPROYEMENTPLAN3 SHEET 16OF38 C E%D•12 37 20 >o- 1 = 60� 08/08I19 CIV1V a,, SEWER PLAN FILE No, SONIA SALAZAR DATE 4TF DATE: CHECKED: JP BUILDING AND SAFETY'DEPARTMENT J OUR AD RCE No. 46039 DATE OF CAO April 10, 2019 CITY OF LAKE ELSINORE 5 Filename:P:\2008\200800688\_CURRENTDRAVANGS\�PRODUCTION FILES\ONSRE\2008006M-C-4.1 -SS 1 2 3 4 1 5 1 6 1 7 8 9 10 1 11 12 1 13 1 14 15 16 1 17 18 19 20 LEGEND UTILITY NOTES tD f CAMBERN AVE - - - - 6 _ ,. ALL ig1 WTEMA S TO N PUCE,AND COMPACTED BEFORE _-_ — — — - -t- ONP&T— OVERHEAD POWER&TELEPHONE �.� ALL FI L M OF PROPOSED AMR. _ -m UGT— UNDERGROUND TELEPHONE 12"W 12"W 12"W 12"W 72"W 17eW 12' — 12"W 12"W 12"W "VV 12"W _ 12"VV _ "W 12"W 12"VJ t 2"Vd � f12"V(L 2 CONTRACTOR SHALL NO11FY THE ML11Y AUTHORITIES INSPECTORS 72 R , _ E _ __ — — — - -- HOURS CONNECTING TO ANY EXISTING LINE. _-�-- � - -- E �� N UGP— UNDERGROUND ELECTRIC/POWER � � _ _ � GP GARDEN CENTER EIECTRK:/POV&R a Swrarr R PwE sw,u I�as FOI1Dw5: _ _ _ _ _ TT� _ 8•PVC SDR35 PER A5M D 3034,F�1 NPES LESS THAN i2'u l u Will n g n 1 1 — UGC— UNDERGROUND CONWIT ♦ji 0 �� _ 3 WHT �� I I111II IIII ILIA I IIIII II I O� 4 S„VIMS �� III I111111111 iiiiiiii .I11 8"PVC SDR26 PER 7STM D 3034,FOR PIPES MORE THAN 12' 89 � —8"SS— SANITARY PIPE ' DEEP (P) �L�Hf 8 (P)STREET LIGHT III rr�r T1 1- I'(rrn 8"F FIRE PIPING JJJ i l L 1 III f/Ky 6-PVC SCHEDULE,1D B 1 I 1 1 1 1 1 1 1 1 1 1 1 I u l r l 1 1 1 1 n DUCOLE IRON PIPE PER AWWA C150 11 III 111 I I 11111 I I — 3"W— WATER PIPING II 1''II I: II E 1 11.''III:1 1 I 1 1 1 1 4. WATER LINES SRM1L�AS FOLLOWS: u u 11 1 1 1 1 1 —GAS— GAS PIPING 0 !y q - 6'AND LARGER,PVC C-900 PER AM D 2241 so O O O O F O ^+ . SAN\ ' 9 — TS — TAMPER SWITCH CONDUrr CUSS 200 LARDER COUNTY ROADS,OTHERWISE MASS 150 Ie jy G I - D4 GATE VALVE IN VALVE BOX 6-AND URGER 6"EITHER IRON PIPE PER AWWA C/50 '�Y I 8 3 99 8 81 AN9 81 THAN 6'EITHER COPPER TUBE TYPE L'(SOT)PER ANSI 816.22 FlRE �� OR PVC,200 P.S1.,PER ASTM D1784 AND D2241. 14 A, 3 gg (Z4 THRUST BLOCKING 5. MINIMUM TRENCH WIDTH SHALL 2 FEET. ii C I I 'n 1 1 1 1 1 O O F O O O O _ __ _- n 9i TAPPING SLEEVE 8c VALVE 6' As CALLED Mn IN S ALL WATER JOINS ARE To SPECII NS. JaNrs WITH THRUST ii v 1 1 1 ®EM® E3E2®E2EM®®EYl®®®®®®®®. ® ¢ D REDUCER R +T 3 �J!1 7. WHEN UTILITIES G Ir R KEPT TEN (1E MARE(PARALLEL)OF OR ' ® SANRAR'f SEWER MANHOLE WHEN CROSSING i8'VFJBICAL CLEARANCE(OUTSIDE EDGE OF PIPE F i n (P)STREET LIGHT \ 00 3 ztl Coo CLEAN-OUT TO OUTSIDE EDGE OF PIPE). 1I " W N II SUPERCENTER I 90 v o 0 0 0 o f o 0 0 - �= z POWER POLE 8. CONTRACTOR SW11 MAINTAIN A MINIMUM OF 4'-0'COVER ON ALL I I 11 #2077-07 !W ® GAS METER WATE8NE5. TRANSFORMER PPAD9 BETWEEN N ATER LINES. SAMAW Limm STORMLAMES AND GAS LI NES AND D PIP:BOLLARD PROPOSED),THE SANITARY LINE SHALL BEDUCTILE IRON PIPE WITH 158,424 SF(APPM) Q M rsa MLTTY LARD WE ER MECKOM JOINTS aLINE SKILL.LEAST EC FEET INAMCN. W BOTH SIDES ITH I� I z 3 O O O O O F O O N APPROPRIATE THRUST BANKING AS REQUIRED TO PROVIDE A 1 II I v F.F.E.=1303 11 D TNO-WAY CLEAN OUT MNWNM OF 18' CLEARANCE MEETING REQUIREMENTS OF ANSI 1 '■ SNGLE.FIXTURE LIGHT POLE AND BASE A21.10 OR AN 21.11 AWWA C-151 CUSS 50 U 1 N co 11 1I111 10. AYES UNDERGROUND SHALL. BE NSTALED, INSPECTED AND 02/12l18 RNA �`�+. ( )( ). n it i i a O i i i i' �+ 2 FIXTURE LIGHT POLE AND BASE -i t 1 1 i� �f 90 N CONTRACTOR SHALL REFER TO NS OF ARCHITECTURAL PLANS FOR III.IIII EXACT LOCATION AND DIMENSIONS OF VEST18ULf,SLOPED 86 I I APPROVED tY30RE BACKRILING. i PAVING,EXIT PORCHES,RAMPS AND TRUCK DOORS,PRECISE 111 c� BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS 111 � i 3 FIXTURE LIGHT POE AND BASE T1. TOPS OF EASING MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WHIN PROPOSED PAVEMENT ELEVATIONS,AND TO BE ONE 11 t III III II 1 , I 1 i `�'� 3 I F'WT ABOVE FRISED GROUND ELEVATIONS WITH WATER TIGHT LIDS. E j ii 1 1 n ^ ii M SNINLDED 2 FIXTURE LIGHT 1 1 4 _ ro Z 1 1 1 1 1 1 I POLE AND BASE 12. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINWUM 28 DAY 11 i Till llll COMPRESSION SIRENG01 AT RIOO P.S.I. Ii 1 I i 3 3 3"D ,I�ffT'1 11 1 �X SANITARY SEWS STRUCTURE INDICATOR j" _ iI t R I 11 I111 Q I II 1 I I I i m 1 1 1 o� iiiiiiii I ( 13. DEW BE NEW LIMBS. VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANYU 1 R > 111 ( I PROPOSED WATER METER AND BACKFLOW it B'i + v1 I ➢ III O O O O O r O 0 I111 I11 (� • i ' I i I I q 1 Z UGC ... 4 iiiiiiii 1)�!' Bwm] I '�1 ASSEMBLY WITH HOT BOX 14. PER 70 NRERIOR PLUMBING DRAWINGS FOR TX:-IN OF A11 + r + C7 I Mr v I 3 111111I 11 11 MLMES. PROPOSED FIRE DEPARTMENT CONNECTION(FCC) 15. CONTRACTOR S RESPONSIBLE FOR COMPLYING TO THE F E 1 1 i ( °� x7ni SPECIFICATIONS OF THE WA AU1H°R(IWS ANY e R I fW 17, F 1 L = 11 I I 111 ( REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND R ; ( Z o 0 0 0 0 0 0 0 �1 I j 1 , ,� DRY UTILITY NOTES SEINER Lam' 11 DUSTINGOF MOM 18 MEW v �•ro 1 i i 1 1 RESPONSIBLE FOR I& THE CONTRACTOR IS SPECIFKALI CAUIOFED THAT THE LOCATION I 11 1 I ro 3 i i' 1 i'i 4 ® SMALL COO�MTE WON 1E GAS COM W��OF WOWIdIAL METER PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPOTES, 111 i I SLRW:E AND WHEE POSSIBLE, LEIISUREMENTS TAKEN N THE FIELD.THE is 'I D LWOW OF TRAGW■ER PAD. COMER TO VkAP'EXACT COMPLETEINFORMATI S NOT TO � RELIED .T AS BERG EXACT OR I Is LWAMH,MD S E IM POO CWW PRIOR TO MMSMMATIONC CONTACTOR COMPLETE THE CONTRACTOR MUST CAL THE ANY EXRAIE ALLY - -- F - - - - REQUEST AT LEAST 72 ICURS BEFORE ANY SHALL BE TO I o t + v �__________ M[A m#5ROPOMETES=-L10R E GiO!<MI CO lCONCOMCO PA C SAIL AND P14 REQUEST OMCT FEND l CONTRACTOR OF MITES. T STALL BE THE G ; P ' I ' _I 1 +'B � I 2"IOU 2"IOU 2"IOU 2"IOU ® BDMAR06 As LBOY■L 8f THE F1ECIDC COIWANY.CORRACTOR SWLL OF I , =VIM SAD WORK YIN THE ROM COMPANY.TAIA LOCAION RE THE CONTRACTOR TO RELOCATE ALL EXSIRNG 8"W 8"w 8"W 8"W 8"W 8"W 8"w ' 8"W 8"w 8"W "W WOW WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS (P)STREET LIGHT SAN> SAN> SAN> SAN> SAN> N> Fl '�BOLARD CANNOT CaMiJCf WTI 1 ACO TO OOO( O7 THE PLANS. - - - - - ---- 1 { ® APPROXIMATE CONNECTION TO DAIS W ELECTRICAL SEANCE OWRACTOR TO 17. CONRRALYOR 5 RESPOF�ELE FOR ALL NECESSARY NSPECTIONS CODEK4TE S AND/Ot QRLMICAAOS REWIRED BY CODES AND/OR MLRY �� , '� r , ® COORWMTE WIN SOUIENI CNJIDM CM MR N11LL SERVICE PLANS SERVICE SOLI. 1E COMPLETED 30 DAYS PRIOR TO STORE ` 1 1y'"�I IT !r 'T+TT '!1'T1-tt-TT_')C Yi 1!-I It''IT OffAL1 BLECW=CO�1N SCE RkOL (S.CONFWIOR TO SERVICE COMPANIES. THIS AND THE FINAL CONNECTIONS OF THE r - + t i I I -! I-i I I I 1 ! I 1 1 d I i I i-i )) I ® CONNECRON 10 BULDIIG.�E ElfS4RN'IL PLANS FW 18. CONTRACTOR SN41 COORDINATE WITH Nl LARDY COMPARES FOR H VVLF I I I �' • �� W w x TflEPNONE FROM POLE TO RIOMIG TO BE EXNN(ED BY INSTALLATION REQUIREMENTS AND SPECFlCATORS, I I I I NSA I z -_ ' p W IZEPMK CDMPA Y z. APPROXIMATE CMKCMN TO EXISTING TELEPHONE SERVICE CONI IUM TO t9. UMM FOR T COO SIt)fI)A ME AS EXISTING THEMSELVES ISEI. E NO IN PUBLIC T (WATER, SE R, RONIDE WIN !I!?ViOE KDIPAA' AML SERVICE PLAN OF MILS CITE THIS A MS T EMSELV IS PROPOSED CONSTRUCTED BE BUILT - ® POW OF COMMECTIVIN TO PROPOSED OFF-SRE GAS COWCT QUIRE ETAS.SEE OFF-S PLAN FOR OONiN IsION. PER CAS COMPANY OF AS SIIKWIN �N. MAY NOT AL BE COMPLETED AT THE ,i ® MMM GAS METER PER GAS COIPANI'REWM&IENT&SEE CAS PLAN. 20.ROU TO MUM PUNS FOR SITE UGIMG EIECIRCV.PLO. ® CAP AND TAG LMUMM EIECOM AND MflEM1 W SERVICES FOR FUTURE USE FER ELECTRIC AND TtLtNdONE COMPANY RMOD NIS AND YMIAART OLTAL TAG'. SEEN'C-9.0. CM ALD TAG PROPOSD 2'OAS StRNDE FOR NkiPE USE I+Bt CAS COIPAMY GRAPIaC SCALE REQUIREMENTS AD W&Wff DUAL TAG',SWEET C-9.0. ED 0 30 60 AL PILL BN1'ff5 LOCATED N PAVED AREAS SUBJECT 10 11RUd(TRAFFIC SMALL BE 1N-20'LOAD RATED.TOE TYPICAL PULL BOX SIZE WILL BE I X 30'X 28' . _ 'WAW P0I7CO1IAM BOX ON PG173==LID,OR APPROVED EQUAL DEEPER 91 EI M MAY 1E REQUIRED WPM 14E COMOUT MJM#A NT S AFFECTED BY OTHER ( IN FM ) UW1 M TIE NAIL.COK SR U.BE ISTaM PER TIE MAIffACTURM S 1 inch = 80 ft. SPECIFICATON WIN A COAPAEE COLLAR AND A IWADAI OF e'OF GRAVEL 1 COIMACTEO PER PROJECT SOF47EL4TOMS. ONE 3'1XI ERR C►tIAN TYPE'DB•OEM B IRML IU04M OCT OR 3' J - _ SOMEDULE 40 PVC.MSDU.GALVAM20 PULL CORE OR PINWE ® PROPO, *11MLNE ROME WIN A AWLNM WADY'TEMSDN OF 100 POND. TIE MOM BURIAL DEPTH SNAIL DE 24.WLSTAL AM ORANGE DETECTABLE MA7ARD TAPE WITH MOM"M MIEO CABLE!NOMW If ABOVE COMM ONE 2•COIDUM SHALL 1E CMILO N TYPE'DE'OAECT UK MEPNOE DUCT OR SCJEOO.E 40 WC.MSIALL GALVANM PILL.WERE OR PURPLE PIKIR LYEVOILETE ROPE WITH A MOSLEM PUM TENSION OF 100 POLUM® TE MIWIUM BURIAL OM SMALL BE 24-.INSTAL AN ORANGE DEFECTIMILE MA M TAPE WTH NMWAL TAMED CABLE'WORDING,tY ABOVE M MMWT.THE Y LP CAIERI CONON SHALL OF SEPARAI D FROM THE 4W AC MIGHT FWKHNE POWER BY A MM RAM N THE MIGHT POLE BATE JUNCTION COX. K - ® SMTTOIOFAR LOCATION PER HECWA PLANS. ® INSTALL UNDERGROUND EECTRMAL CONDUIT FOR SITE MWUMENT SOU. ® INSTALL(1)2-caNDwt a(2)1•CONDUITS FOR uFLm mum ® INSTALL IMM DU ELECFWGAL.PEDESTAL PER LANDSCAPE PLANS ® INSTALL 2-UNDERGROUND ELECTRICAL CONDUIT L ® NSMLL WrI IC VEHICLE CHARGING STATION ® UNDERGROUND EXISTING WEPoEAD ELECTRICAL LINE PER SCE SERVICE PLAN _ ALERT TO CONTRACTOR: CONTRACTOR SHALL CONTACT ALL Will GENERAL CONTRACTOR WORK To BE COMPLETED(EARTHWORK,FINAL,UTILITIES,AND FINAL GRADING)BY THE MILESTONE 811 FOR LOCATION OF ALL DATE IN PROJECT DOCUMENTS.OUROT AREA TO BE KEPT FREE OF JOB TRAILERS AND STORAGE AFTER THE CONTRACT MILESTONE UTILITIES,AT LEAST 72 HOURS DATE FOR THE OUTLOT.Will GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUTLOT CONTRACTOR TO THE SPECIFIC PARCEL PRIOR TO BEGINNING AT ALL TIMES AFTER AILESTONE DATE.PURCHASER OF OUROT TO PROVIDE PERMIT UMEMS AND SWPPP REWIRED BY CONSTRUCTION STATE CAL fEQUIREAlENTS FOR SPECIFIC OUTLOT. M MARK REVISIONS APPR. DATE OFESE PLANS DEVELOPMENTVE BEEN REVIEWED FOR COMPLIANCE WITH THE AND/OR CITY AND STATE LAWS.AND A PERMIT MAY HERIATE ISSUED.CONDITIONS PREPARED BY: SEAL FeONou I BENCHMARK: CITY OF LAKE ELSINORE ORAw1rvG NDMBER: 30 Executive Park,Sude 100 DESIGNATION 16.96 AGENCY:MONUMENT TYPE:COUNTY TRANSPORTATION COMMISSION: , {'� 'l"A�A1■1 Irvine,CA92614 s9'oaNN0Ugl90 CCNCREOE C1LLAR.LO N:SOUTHWT CORNER CENTRAL AVENUE ANDHCAMBERN +g111 ff U� k 949 296 0450 f:949 296 0479 ��3" y AVENUE(DOWN 1.0').AGENCY:NW 1929 WALMART SUPERCENTER#2077-07 �/��II�■(. FoR� JCC�� =Na. 46a39 292FM0 CENTRAL AVE LAKE ELSINORE,CA 92532 a E P 1z 31 zo e SCALE: DRAWN: BB ON-SUE IMPROVEMENT PLANS SHEET 17 OF 38 08i08119 r" = so' DRY UTILITY PLAN FILE No. SONM SALAArR DATE �41E RY DATE: - CHECKED: JP - BUILDING AND SAFETY DEPARTMENT OU*ADRCE JNo. 46039 DATE OF CAU April 10, 2019 �•�`-33�0 CITY OF LAKE ELSINORE Filename:P:\2008\2008W688\_CURRENTDRAWINGS\-PRODUCTION FILES\ONSRE\200800688-C-4.2-DRY 1 1 2 3 4 5 6 7 8 9 10 1 ii 112 13 14 1 15 16 1 17 1 18 19 20 �• j R 0 P 0 S E D F 0 U R L A N E R AL Y 0 2 W A PICKUP EXTERIOR SIGN SCHEDULE I -- — — — — � — — — — - LAYOUT PER STRIPING LAYOUT PER STRIPING DESCRIPTION DIMENSIONS QUAN71TY DETAIL/SITE PLAN DETAIL/SITE PLAN q �� — —'� — Sf0 WAITING SPACES LEFT - 18 X 24 0 - I—EO EQ POST )/ WAITING SPACES RIGHT 18 X 24 0 EQ-4 EQPOST o SEE INSET A" { WAITING SPACES AHEAD 18 X 24 5 W/SIGN(S) NEVER LESS THAN 9' i 21 �- RESERVED WAITING 18 X 24 0 a (UNLESS STOP SIGN IS USED •i - CURBED ISLAND-90' PAINTED ENDCAP -90' PICKUP LEFT PHARMACY RIGHT 18 X 24 0 SIGN LOCATIONS -90'PARKING SIGN LOCATIONS-90'PARKING ( PICKUP RIGHT PHARMACY LEFT 18 X 24 0 B ( �+ s I STOP THANKS.FOR ORDERING 18 X 36 2 Q ZED I PICKUP HOURS 18 X 2 GALSQUARE TUBE II ® ® RESERVED 18 X 18 0 SLOPE TOP GALVANIZED SQUARE (3 ' PHONE NUMBER 8 X/8 2 TUBE OF CONCRETE z z USE 4`SCH.40 STEEL VERTICAL PICKUP 18 X 36 2 SEE REMOVABLE PIPE FILLED W/ I>I + > SQUARE TUBE POST CONCRETE WITH TOP �^ y ¢ PICKUP LEFT 18 X 24 5 SLOPE TOP OF TRAFFIC YELLOW UPERCENTER ' 3 CONCRETE ROUNDED AND PAINTED C tiffli PICKUP AHEAD 18 X 24 5 " lei 92077-07 I PICKUP RIGHT 18 X 24 3 qllprArp O �. S2TE$.TO CONTRACTOR: 3500 P.S.I. P.C. "I O ALL PICKUP WAY FINDING AND STALL SIGNS ARE WALMART CONCRETE BASE C•151.0R•NOSUPPLIED 3500 P.S.I.PC PLACE SIGN NORDER�AT LEAST N3TWE KE S INOAADVANCEE CIDER CONCRETE BASE I 158,d2d SF(APPROX.) W SHALL BE SENT VIA EMAIL TO GETTY TNOMAS '1 1 z6 — pm F.F.E.=1303 I 2 (Getty.fiomas�valn+art.com) AND BRAD KEENER 02/12/18 RNA -K (Bradley.Keener�wolmort.com). REQUEST SHALL CONTAIN A D .�I TYPICAL DIRECTIONAL SIGNAGE IN TYPICAL DIRECTIONAL SIGNAGE IN "+ DELIVERY ADDRESS, DESIRED COLORS DATE, AND ANY SITE CURBED ISLAND PA CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR DIEM NT I I EXACT LOCATION AND DIMENSIONS OF VESTIBULE,SLOPED SPECIFIC SIGN SIZE AND/OR COLORS BASED ON APPROVED i PLANS. DIRECTIONAL SIGN MOUNTING AND BASE I I PATH OF TRAV0.FOR PICKUP CUSTOMER PAVING,EXIT PORCHES,RAMPS AND TRUCK DOORS,PRECISE O Q I (FROM W44T-OF-WAY TO PICKUP ENTRANCE) BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS 3 I I I I RA ~ W � E ' Itn i e y s xIs Pickup a^ t.aa sF o I o 1 01 �' a .O. 1 ��■I1'i y� r o Logo Sips(Large) I a' L — •+ j Logo Signs(Small) Also Pickup Hours sign size s of q I lrxa• I.wsF 3e'x+r 4.w sF 1 i I f _ 1: Pa"Stall Placard + + F , IIIP Pickup ickupOnly STOP i E l , r i N16 � � I y •,� Directional Signs(Left/Straight lRight) f f I 18"x 24" I 3.W SF G (tit t 2 I r---�7r�-r-r-n-r�..-r'r�i-rl-T-i-T-rT z�-r_-r I r r-r-. t t • ; i FINISHED LEGEND + Informational Signs Is•x ar Directional Reserved Signs(Left/Straight/Right) SIGNSBY WALMART P101 GUSTO GOLD SW#6904 1S^x24 s.005F AT�ACNT.-Ymm R H Informationa1 Sig ns aotLARoevo.c. P120 KNOCKOUT ORANGE SW#6885 lrxw P5 SAFETY YELLOW 'PICKUP" SIGNAGE INFORMATIONAL,CALL IN, INFORMATIONAL SEE SITE PLAN FOR TYPE ARROWSP128 CALL IN, I AND LOGO PICKUP SIGNS AND LOGO PICKUP SIGNS AHEAD) T ARROW(RIGHT;LEFT,OR AHEAD) PAINTED YP ,-3. 3'-7"� C-3" 4'-3' 3'-7` I BEGIN NUMBERING AT I STALL CLOSEST TO PICKUP DOOR 4` -I 4" _I 4` I- 4- 6 5 4 3 2 I J — C( LETTERS SHALL BE ( WALMART"SPARK"SHALL AINTED TRAFFIC 7-0' BACKGROUND SHALL BE PAINTED SW y6904 WHITE �3 o BE PAINTED SW#6885 GUSTO GOLD 7'-O" P .I KNOCKOUT ORANGE 0'_6'• GRAPHIC SCALE 60 0 30 60 M- .{I-'_ 0'-6. K o I CONTRACTOR SHALL CONTACT p�3 iI _ _g. - 4 0. 1N SET 811 FOR LOCATION OF ALL 1 inch = 60 Oft. WALMART"SPARK" 0'-3" TYP.OF 6 UTILITIES,AT LEAST 72 HOURS SHALL BE PAINTED SW 0-3" LETTERS SHALL BE BACKGROUND SHALL BE PRIOR TO BEGINNING - #6904 GUSTO GOLD PAINTED TRAFFIC WHITE PAINTED SW#6885 "INSET A" CONSTRUCTION ALERT TO CONTRACTOR: "PICKUP" DIRECTIONAL PAVEMENT MARKINGS KNOCKOUT ORANGE SCALE: 1" = 10' WITH DIRECTIONAL PAVEMENT ARROWS nvs "PICKUP" PAVEMENT MARKING ALL WM GENERAL CONTRACTOR WORK TO BECOMPLETED(EARTHWORK, 2'-6" BE DEWATERING NOTE: PROJECT DOCENTS pOUTLOT AREA)TO BE KEPT FREE OF JOB TRALERS o SWBY THE MLE90NE DATE INMHALL#6885 BERS SKNOCKOUT OIRANGE wr.: AND STORAGE AFTER THE CONTRACT MILESTONE DATE FOR T14E OUTLOT. I WHEN PERFORMING GRADING OPERATIONS WRING PERIODS OF WM GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUTLOT "I NOTE: WET WEATHER,PROVIDE ADEQUATE DEWATERING,DRAWAGE,AND CONTRACTOR TO THE SPECIFIC PARCEL AT ALL TIMES AFTER MILESTONE PAVEMENT MARKING SHALL MEET UNISPEC GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. DATE.PURCHASER OF OLITLOT TO PROVIDE PERMIT DOCUMENTS AND "PICKUP" PAVEMENT NUMBERS SECTION 02765-PAVEMENT MARKING REFER TO MASTER SITE SPECIFICATIONS. SWPPP REQUIRED BY STATE/LOCAL REQUIREMENTS FOR SPECIFIC OUTLOT. N7& OFESE PLANS DEVELOPMENTVE BEEN AND/OR CITYWED FOR COMPLIANCE AND STATE LAWS,AND AITH THE PERMIT MAY BE IATE IISSUED.NDITIONS PREPARED BY: SEAL Nam BENCHMARK: 2'B_ CITY OF LAKE ELSINORE DRAWING NUMBER: MARK REVISIONS APPR. DATE 30 Executive Park,Suite 100 ` DLEVATI N: 16.96 AGENCY:FEEr. UMENT TYPE, FOUND TRANSPORTATION COMMISSION: DISC WITH 10" Irvine,CA 92614 o,(,N NOUgl9 CONCRETE COLLAR LOCATION:SOUTHWEST CORNER OCENTRAL AVENUE AND CAMBERN t:949 296 0450 f 949 296 0479 ' ° AVENUE(DOWN 1.0').AGENCY:NGVD 1929 WALMART SUPERCENTER#2077-07 C-5■0 No. g 29260 CENTRAL AVE LANE E ENT PUNS CA 92532 +' E„p,1z 31 20 » SCALE: 1" = 60' DRAWN: BB ON-SITE IMPROVEMENT PLANS SHEET 18 OF 38 REMON HABIB RCE 83756 DATE 08/08/19 CIV1 PICKUP STRIPING AND FILE NO. @�! /; Al9'RN6 CITY ENGINEER J A OUR D RCE No. 46039 DATE 'rrP OF CAUL DATE: April 10, 2019 - CHECKED: JP `l-33-7 SIGNAGE PLAN Tre a:P:\2008\200800688\-CURRENTDRAWINGS�PRODUCIION FILES\ONSITE\2008DO688-C-5.0-PICKUP ate.n..,�.n/,n/�n14 d•n4 R�1 RY Nn•I RA"nnn 1 2 1 3 14 15 16 17 18 19 110 111 112 113 1 14 15 1 16 117 118 1 19 120 NOTES: 3/4" 1/4" STANDARD 90'SPACE 18'x 9.5' 4"TRAFFIC BLUE INTERIOR STRIPE 1.SEE SITE PLAN FOR TOTAL LAYOUT. 4'LANDING NOT TO EXCEED 2.THESE DETAILS ARE FOR REFERENCE AND DIMENSION CONTROL ONLY. A 2%IN ANY DIRECTION.PP. 301, (SEE SITE PLAN SHEETS FOR TYPICAL DIMENSIONS} . IN ACCESSIBLE STALL- INTERIOR 3.ALL DIMENSIONS ARE TO�OF STRIPE UNLESS OTHERWISE INDICATED. ' �-6".CURB }f¢4•' J� 24 --� PERPENDICULARTTO THE PAIC BLUE RKNGNSPACE(TYP.) BLUE STRIPE SHALL YELLOW PERIMETER DIRECTLY Y AM(TYP.) 4.ALL COLORS AS SHOWN OR AS SPECIFIED BY LOCAL CODES. 12"GROOVED BORDERS 12 NOTE:SEE SITE PLAN FOR P MUST BE ON THE LEVEL SCORE LINES DETAIL - CONCRETECART NSIDEWALK A SEE TYPE.SYMBOL AS SPECIFIED DIMENSION CHART SURFACE AT THE TOP OF N.T.S. DETAIL FOR THIS AREA BY LOCAL CODES(TYP.) A B C T�ANSTTIQN F _ THE RAMP PER SCORE LINE d- SEE STANDARD 5 9 9 8 12 ACCESSIBLE SIGN \� 6 TO 0 C.F. 0"C.FOETAIL HEREON i_4 PIPE BOLLARD w. SEE SITE PLAN '�� 5.0' 5.77' .6"CURB TRUNCATED DOMES(3'DEEP)PER CONCRETEI SIDEWALK DETAIL AIL (TYP) 8 0 1 .3BNOTE: DETECTABLE WARNING DETAIL HEREON m m 9.0' � 10.39' 1.AREA SHOWN THUS: � SHALL HAVE A MEDIUM TO HEAVY BLACK SYMBOL AND BORDER 9.5' 10.97' BROOM TEXTURE FINISH,PERPENDICULAR TO THE AXIS OF THE RAMPRED CIRCLE AND DIAGONAL .__- __ _ _ _ _ C ? N ON WHITE BACKGROUND VARIABLE 9'MIN. 52, 11.0, 12.70' WHITE LEGEND RED BACKGROUND (TO BACK OF CURB) - - o LIGHT POLE: ACCESSIBLE RAMP II DETAIL R1-1 R5-2 PREFERRED LOCATION. N.T.S. 30"X30' NON-VEGETATED 2'BUFFER FOR"CAR CROSSING REFERENCE LATEST SITE 6 DEVELOPMENT GUIDELINES ('fYP•) O OVERHANG"AREAS(TYP.BOTH SIDES) SIGN(IYP.) FOR SPACING AND DISTANCE c ' C _ (SEE SITE PLAN FOR MATERIAL TYPE) I FROM FRONT OF BUILDING. + ®=N 1 1.THE SURFACE OF RAMP SHALL HAVE DETECTABLE WARNINGS "STOP" SIGN NO TRUCKS' SIGN 4'TRAFFIC YELLO CART CROSSING SEE ADA9' 9' 5' 12' g AS SHOWN. DETECTABLE WARNINGS SHALL CONSIST OF RAISED 09• - STRIPING(TYP.) STRIPING TO BE RAISED IN TRUNCATED DOMES.SEE DETECTABLE WARNINGS DETAIL. O N.T.S. O N.T.S. NOTES: ALIGNED ISLAND THIS 4"TRAFFIC BLUE STRIPING ELEVATION PA 'NO PARKING ON 2.RAMP SIDE SLOPE VARIES UNIFORMLY FROM A MAXIMUM OF CONCRETE CURB AS 1. THE SURFACE OF RAMP SHALL HAVE A SHEET 2-0"O.C.SPECIFIED BY L BY LOCAL CODES OR COLOR PANT PAVED SURFACE OF ALL 6.5' UP TO 10%AT CURB TO CONFORM WITH LONGITUDINAL TRANSVERSE BROOMED SURFACE ACCESS AISLES SIDEWALK SLOPE ADJACENT TO TOP OF THE RAMP. <? TEXTURE ROUGHER THAN THE 4"TRAFFIC BLUE PERIMETER STRIPING,OR COLOR AS SPECIFIED BY LOCAL ACCESSIBLE PARKING SYMBOL 3.CONSTRUCT PER ADA.STANDARDS. SIDEWALK SURROUNDING SIDEWALK. CODE,WITH TRAFFIC BLUE INTERIOR STRIPE IN ACCESSIBLE STALL.INTERIOR - LOCATE AT EDGE OF PARKING SPACE UNLESS 4.REFER TO PLANS FOR ADJACENT SLOPES. r 30„ 2. CONSTRUCT PER A.D.A.STANDARDS. BLUE STRIP SHALL DIRECTLY ABUT YEEOW PERIMTER STRIPE(TYP.) ACCOMPANIED BY*VAN"LETTERING D 5.THE CROSS SLOPE OF THE RAMP SURFACE S L BE NO 36" 3..REFER TO PLANS FOR ADJACENT SLOPES. GREATER THAN 1:50. K4. THE CROSS SLOPE OF THE RAMP 1 2.35"O.C. 90' STRIPING DETAIL - SURFACE SHALL BE NO GREATER THAN ROUNDED(TYP. 1 PJL 1:50. BOTH SIDES) 10% END CONCRETE CURB CONCRETE CUR �/- NOTE: PREFABRICATED PANELS r: CNrt �'$ q FLARED GU DELINES SE O PER A.DA ACCESSIBILITY N 4.29 2& _ 3'MIN. L 8.33%MAX, i[ _ 1' SIDE "' A4.29.2 SHALL 8E USED r "y SIGN- EACH SIDE Of T / - POST.ATTACH WITH 2 E - J DETECTABLE WARNINGS DETAIL PAVED AREA) 4J 3'MIN. -5/16"CADMIUM OR AS REQUIRED BY THE LOCAL LaNLY CONCRETE CURB 8.33%MAX J PLATED STEEL BOLTS s, �._ / 4"AGGREGATE BASE COURSE JURISDICTION/GOVERNING COMPACTED TO 98%OPTIMUM �. W/HEX NUTS.BLACK AUTHORITIES DENSITY PER ASTM D698 OR LETTERS WITH WHITE J 10% /�'SIDEWALKJz 95%OPTIMUM DENSITY PER BACKGROUND. SIDEWALK MAX. DOMES ARE NOT SHOWN TO WHITE LEGEND RED BACKGROUND BLACK LEGEND ON WHITE BACKGROUND / ' g SECTION A-A' ASTM D1557 FLARED SCALE;SEE DETECTABLE R1-1 a REFER TO SITE SIDE WARNINGS DETAIL AND NOTE 1 R3-5R A� �A' - - SIGN BASE 3fi(36° \ TRAFFIC YELLOW PAINT ALONG THE DETAILS F IN.ARC J - - - - - VERTICAL FACE OF THE RAMP LENGTH ALONG THE VERTICAL/// CONTINUOUS WITH A 6"STRIPE ON THE DOMES ARE NOT SHOWN TO CONCRETE CURB 9' PLAN "STOP" SIGN "RIGHT TURN ONLY" SIGN TRAFFIC YELLOW PAINT FINISHED GRADE TOP OF THE WALKING SURFACE(TYP. Fj SCALE;SEE DETECTABLE - tl1 N.T.S. O FACE OF THE RAMP ROUNDED e BOTH SIDES) 8 i. ARNINGS DETAIL AND NOTE 1 5'MIN. ^ N.T.S. CONCRETE CONTINUOUS WITH A 6' LANDIR a 39, raFA L CURB END STRIPE ON THE TOP r 12" CONCRETE OF THE WALKING ELEVATION A-A' - TYPICAL ACCESSIBLE STALL STRIPING CART CROSSING SIGN 5' N. CURB SURFACE(TYP.BOTH PUN SIDES) LANDING AREA " 4"AGGREGATE BASE COURSE COMPACTED TO 98%OPTIMUM DENSITY C SECTION A-A' PER ASTM D698 OR 95%OPTIMUM DENSITY PER ASTM D1557 - - ADA RAMP IN ISLAND O ADA RAMP IN SIDEWALK UNAUTHORIZED VEHICLES 'a ADA STALL, WALKWAY 8e CART CROSSOVER N N.T.S. PARKEDINDESIGNATED WITH 2'.CONCRETE BUFFER ACCESSIBLE SPACES 18"X12"SIGN PARKING 0 LEGE NOTDISPLAYING TYPICAL AT ALL ® R7-8 - N.T.S. WHERE 10 FEET OF LANDSCAPE IS ACCESSIBLE 04 12 13 STD.PED-X CC ®LANDSCAPE AREA NOT ATTAINABLE DO NOT LANDSCAPE; DISTINGUISHING PLACARDS PARKING SPACES GREEN LEGEND H CONCRETE AREA CONCRETE THIS.AREA INSTEAD. DRSPECIALLICEN5E WHITE SYMBOL ON BLUE NOTE:SEE SITE PLAN FOR CONCRETE ISLANDS UP TO PLATES ISSUED FOR PERSONS 12"X6"PLAQUE �� ON WHITE BACKGROUND 4"TRAFFIC PERIMETER STRIPING.THE COLOR OF THE BORDERLINES, TYPE.SYMBOL AS SPECIFIED NOTE TYPICAL AT ALL HATCHED LINES,AND LETTERS SHALL CONTRAST WITH THAT OF THE SURFACE BY LOCAL CODES(TYP.) ALL ISLANDS WITH A 3 FOOT t zi6'IN WIDTH WITH DISABILITIES WILL BE CONCRETE BUFFER SHALL HAVE A �i' "' VAN R ACCESSIBLE OF THE ACCESS AISLE,OR COLOR AS SPECIFIED BY LOCAL CODE(TYP.) 5 20' 2p' 1' 4".TRAFFIC BLUE STRIPING TDWEDATOWNERSEXPENSE PARKING SPACES 1(m R7-8P ® ® 2'-0"O.C.(TYP.)OR COLOR MINIMUM OF 10 FEET REMAINING a "_. z GREEN LEGEND STANDARD 9T SPACE 18'x 9.5' FOR A LANDSCAPED AREA. �'� STOP SIG "'g TOWED VEHICLES MAYBE U 12 AS SPECIFIED SIGN LOCAL CODES 12"X9"PENALTY SIGN **3 FT CONCRETE BUFFER WITH WORDING AS ON WHITE BACKGROUND (SEE SITE PLAN SHEETS FOR TYPICAL DIMENSIONS) U ACCESSIBLE SIGN ***3 FT CONCRETE BUFFER RECLATMEDAT $ REQUIRED BY STATE U ACCESS A SEE SITE PLAN(TYP.) 90'PARKING* (TO BE FREE OF OBSTRUCTIONS} d' v, {TO BE FREE OF OBSTRUCTIONS) DRBYTELEPNDNING OR PER LOCAL CODE. 52 SEE DETAIL SHEET NOTE: PAINT'NO PARKING'ON Nk FEE C-5.0. FEE STATING THE ACCESSIBLE BORDERLINE MARKINGS,HATCHED �--� PAVED SURFACE OF ALL WHERE 10 FEET OF LANDSCAPE IS "$250 MIMUMUM FINE" LINES,AND LETTERS SHALL BE BLUE FOR ONLY � U ACCESS AISLES ODD SHAPED AREAS ON 69 NOT ATTAINABLE DO NOT LANDSCAPE; THE ACCESSIBLE PARKING STALL AND SHALL NOT PARKING TO MAINTAIN A RECTANGULAR? CONCRETE THIS AREA INSTEAD. BE USED FOR THE ELECTRIC VEHICLE STALLS,FOR CONCRETE ISLANDS UP TO ELECTRIC VEHICLE STALLS,THE COLOR SHALL 4"TRAFFIC 0 0 CONTRAST WITH THAT OF THE SURFACE OF THE STRIPING(TYP.) 9.5' 9.5' 9.5'LANDSCAPED AND/OR CONCRETE ISLAN c t 13'IN WIDTH ''z TOW-AWAY SIGN DETAIL ACCESS AISLES PER 11B-817.2 CART CORRAL,SEE DETAIL 4"TRAFFIC BLUE INTERIOR STRIPE ACCESSIBLE PARKING SIGN 9D' STRIPING DETAIL ^o i U 1 ON SHEET C-6.3 IN ACCESSIBLE STALL- INTERIOR STOP SIG m N.T.S. BLUE STRIPE SHALL DIRECTLY ABUT **3 FT CONCRETE BUFFER O N.T.S. O ADA STALL AND ELECTRIC VEHICLE STALLS YELLOW PERIMETER STRIPE(TYP.) J ***3 FT CONCRETE BUFFER (TO BE FREE OF OBSTRUCTIONS) U N.T.S. (TO BE FREE OF OBSTRUCTIONS) 60' PARKING* 03 03 11 DTMUFCD 6"SCH.40 STEEL PIPE C. %M; 69 AND 90'PARKING END CAP ISLANDS ARE TO BE LANDSCAPED ONLY FILLED WV COND IF REQUIRED BY LOCAL ORDINANCES. WITH T01P'ROUNDED. ***SAM'S CLUB ONLY 2'-0" v PAVEMENT OR STRIPE ODD SHAPED AREAS ON 60' WHERE 10 FEET OF LANDSCAPE IS FINISHED GRADE _ K PARKING TO MAINTAIN A RECTANGULAR NOT ATTAINABLE RETE TH S AREA DO ONLANDSCAPE; LANDSCAPED AND/OR CONCRETE ISLANDz_ .o - ii 3"COVER o t -�{.; OVER FOOTING FILL POST w/CONCRETE 7 CONCRETE BUFFER STOP SIG (TO BE FREE OF OBSTRUCTIONS) 3 3500 PSI P.C. RLTE MINIMUM CON 3 FT CONCRETE BUFFER **AREA L (TO BE FREE OF OBSTRUCTIONS)HIGH TRAFFIC AR ISLAND (TYP� - 3"MI **NOTE: THIS DETAIL IS TO BE USED TO PROVIDE ADDITIONAL PROTECTION FOR NOTE: REGULATORY SIGNAGE THAT IS NORMALLY WITHIN A PAINTED ISLAND, ALL PIPES SHALL PALMED TRAFFIC YEEL END CAP ISLANDS PIPE BOLLARD ON.T.S. O N.T.S. M END CAP ISLANDS 11 29 11 DTGRDPST 1 08 17 09 „^•/� . g-1 - THESE PLANS HAVE BEEN REVIEWED FOR COMPLINCE MARK REVISIONS APPR. DATE F DEVELOPMENT AND/OR CITY AND STATE LAWS,AND AITPERMIT MAY BE ISSUED. THE APPROPRIATENONIONS PREPARED BY: SEAL DDESSIIG ATIO NI034333 AGENCY:RIVERSIDE COUNTY TRANSPORTATION COMMISSION. MONO NUMBER: 30 Executive Park,Suite 100 NNOUq ELEVATION:1316.96 FEET.MONUMENT TYPE FOUND 2'BRASS DISC WITH 10° CITY t OF LAKE ELSINORE Irvine,CA �o' r9oFY� CONCRETE COLLAR.LOCATION:SOUTHWEST CORNER CENTRAL AVENUE AND CAMBERN /6reenbergfarrow / t:949 296 0450 f:949 296 0479 m AVENUE(DOWN 1.0').AGENCY:NOW _1929 WALMART SUPERCENTER*2077-07 O■O NE �039 A SCALE: DRAWN: BB 29260 CENTRAL AVELAKE ENT PLANS CA 82532 ...✓✓✓""" ;' Exp.12 31 20 � N/A ON-SITE[IMPROVEMENT PLANS SHEET 1901738 REMON HABIB RCE 83156 DATE 08/06/19 +rf CIVN DATE: CHECKED: JP SITE DETAILS FILE No. ABA I CITY ENGINEER H OU RCE No. 46039 DATE OF CALM April 10, 2019 -336 Fllename:.Pc\2008\200800688\-CURRENTDRAWINGS\-PRODUCTION FILES\ONSITE\200800688-C-6.0-C-9.0-°T - Pb Oaf,:4/10/2019 4:22 PM BY:Noel BHseno 1 2 1 3 1 4 5 16 1 7 18 19 110 11 112 1 13 - 14 115 16 17 18 19 20 �savfn PARKxG A NOTE: ALL SIGNS EQUAL TO OR GREATER THAN 36" PR NOTE- IN WIDTH SHALL HAVE ALL SIGNS EQUAL TO OR I I TWO POSTS t GREATER THAN 36°IN SIGNAGIBLEHER THAN I SIGNAGE OTHER THAN TRUCK PED XING,STOP,ETC.) I ENTRANCE(TRUCK EXIT,NO WIDTH SHALL HAVE TWO I TRUCK I POSTS ( THRU TRAFFIC,ETC.) SIGNAGE OTHER THAN IENTRAN SIGNAGE OTHER THAN TRUC ACCESSIBLE STOP,ETC.) I ENTRANCE(TRUCK EXIT,NO - - 2C O.C. B ( THRU TRAFFIC,ETC.) NOTE: GALVANIZED NOTE: GALVANIZED THE MIN,HEIGHT - - 24"O.C. SQUARE TUBE THE MIN.HEIGHT OF SQUARE TUBE OF THE BOTTOM NOTE; z OF THE LOWEST THE MIN.HEIGHT THE BOTTOM OF THE SIGN SHALL BE GALVANIZED NOTE: GALVANIZED LOWEST SIGN SHALL SQUARE TUBE OF THE BOTTOM 7'-0' THE MIN. HEIGHT OF SQUARE TUBE OF THE LOWEST BE 7'-0" =o USE 4"SCH.40 z THE BOTTOM OF THE USE 4"SCH.40 SIGN SHALL BE - STEEL PIPE FILLED W LOWEST SIGN SHALL STEEL PIPE FILLED W 7'-0" SEE BREAK AWAY SEE BREAK AWAY ' CONCRETE WITH TOP BE T-0° CONCRETE WITH TOP _`; TUBE POST TUBE POST C ROUNDED AND PAINTED TI i� RWNDED AND PAINED i� SLOPE TOP SLOPE TOP TRAFFIC YELLOW o TRAFFIC YELLOW 'i OF CONCRETE OF CONCRETE GROUND SURFACE GROUND SURFACE SLOPE TOP SLOPE TOP 3 3500 P.S.I.P.C. 3500 P.S.I.P.C. r OF CONCRETE OF CONCRETE CONCRETE BASE _ CONCRETE BASE PAVED SURFACE PAVED SURFACE •' 3500 P.S.I.P.C. a 3500 P.S.I.P.C. BLACK LEGEND 3 3 f L, ON WHITE CONCRETE BASE !'; CONCRETE BASE II I c a o 30„ - BACKGROUND I: -,%, 4: F•% ,:, a 4'-0" a 4'-0"--I F----1 12"0 s s D EQ. o i �t 12"0 w SINGLE POST DOUBLE POST NOTE: 4'-0" 4'-0"--i I---i 18"0 NOTES: N.T.S. - N.T.S. �i 18"0 1, ALL SIGNS SHALL COMPLY WITH U.S.DEPARTMENT OF TRANSPORTATION,FEDERAL 1. WORDS$HALL BE APPLIED TRUCK SINGLE POST DOUBLE POST HIGHWAY ADMINISTRATION'S"MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES', IN ACCORDANCE WITH N.T.S. N.T.S. LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH SECTION 3B.20 OF THE r' MANUFACTURER'S INSTRUCTIONS. MANDAL DN°NIFDRM 'ENTRANCE— E TRAFFIC CONTROL DEVICES NOTES: 2. GALVANIZED SQUARE TUBE 5/16"GR.5 FOR STREETS AND 1. ALL SIGNS SHALL COMPLY WITH U.S.U,$.DEPARTMENT OF TRANSPORTATION,FEDERAL HIGHWAY - FLANGED BOLT HIGHWAYS ADMINISTRATION'S"MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES",LOCAL CODES AS POST TUBES-2"x2-x3/16"12g0 O V-4 SPECIFIED.MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. POST TUBE SHALL MEET ASTM A1011 GRADE 50. 5/i6"GR.5 2. THESE WORDS ARE TO BE TYP. POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90. SERRATED PAINTED RETROREFLECfIVE 2. GALVANIZED SQUARE TUBE FLANGED NUT z O WHITE. POST TUBES-2"x2"x3/16"129a ANCHOR TUBE-2-1/4'x2-1/4"x3/16"12ga � O GROUND ALL SIGN LETTERS TO COMPLY WITH STANDARD POST TUBE SHALL MEET ASTM A1011 GRADE 50. HEAVY DUN ANCHOR TUBE SHALL MEET ASTM A500 GRADE B. STROKE WIDTH -I ALPHABETS FOR HIGHWAY SIGNS(SERIES C 2000) POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90. STRUCTURAL TUBE AND STEEL SHALL BE HOT DIP GALVANIZED PER ASTM A123. SURFACE 4"(TYP.) 4� �4°� 4"� LAYOUT PER STRIPING F 4 DETAIL/SITE PLAN THE UPPER SIGN-POST SHALL TELESCOPE INSIDE THE ANCHOR TUBE A MINIMUM PLAN VIEW PARTIAL ELEVATION OF 12".THE ANCHOR TUBE SHALL BE A MINIMUM 27"DEEP WITH 3'MIN.4" SQUARE TUBE BREAK AWAY POST O YIELD" PAVEMENT MARKING MAX.EXPOSED ABOVE FINISH GRADE. E "TRUCK ENTRANCE" SIGN LAYOUT PER STRIPING N.T.S. N.T.S, O EQ, EQ DETAIL/SITE PLAN DTYIEL.OM 03 04 11 N.T.S. LAYOUT PER STRIPING DETAIL/SITE PLAN 2-#4 TOP&BOT 2-#4 TOP&BOT - LAYOUT PER STRIPING 1j"CLR FROM TOP 1"CLR FROM TOP POST WITH SIGNS) POST WITH SIGN(S) DETAIL/SNE PLAN 9 G 21'CLR FROM BOT 2"CLR FROM BOT r NEVER LESS THAN 9' _ TOP OF NEVER LESS THAN 9' PAVEMENT (UNLESS STOP SIGN IS USED) (UNLESS STOP SIGN IS USED) - PAINTED ENDCAP.- 9D PAINTED ENDCAP - 60' EQ. EQ. EQ. EQ. T/2 BUT NOT SIGN LOCATIONS - 90' PARKING SIGN LOCATIONS - 69 PARKING a �� - LESS THAN 1/4" _ _ _ •,.:'::.i:'. >,n..y:.: <.i;;::•;'.:.. ' FIXED STRUCTURE .. 1/2`SOFT PREFORMED JOINT FILLER FULL DEPTH OF SEALANT POST WITH SIGN(S) POST WITH SIGN(S) 1"CLR PAVEMENT WITH BACKER - CURBED ISLAND - 90' CURBED ISLAND - 60' H (TYP) '' ROD AND SEALANT. BACKER ROD SIGN LOCATIONS - 90' PARKING SIGN LOCATIONS - 60' PARKING ,;+ 1/2"SOFT PREFORMED SIGN MOUNTING AND BASE WITH BOLLARD SIGN MOUNTING AND BASE WITHOUT BOLLARD (nPj: JOINT FILLER FULL (USE WHERE SIGN IS WITHIN CURBED ISLAND) (USE WHERE SIGN IS WITHIN CURBED ISLAND) DEPTH OF PAVEMENT. BACKER ROD AND SEALANT N.T.S. N.T.S. SECTION AT FIXED STRUCTURE TYPICAL ROUND FIXED STRUCTURE PLAN DETAIL ® SIGN MOUNTING AND BASE USES:MANHOLES,LIGHT POLE BASES AND BOLLARDS M N.T.S. 02 26 15 DTSIGNWB - WAIT AS LONG AS FEASIBLE TO SEAL JOINTS TO PCC JOINT DETAIL BLOW-UP TOOLED WITH 1/8"RADIUS 1/4"WIDE BY 1"DEEP SAW CUT. ALLOW CONCRETE SHRINKAGE TO OCCUR. IF 1/2"PREMOLDED JOINT FILLER FILL WITH PAVEMENT SEALANT. - REQUIRED,RE-SAW JOINT IMMEDIATELY PRIOR TO JOINT SEALANT PER SPECS // SAWCUT FULL DEPTH OF SLAB A DISTANCE MAKE SAW CUT IMMEDIATELY .TOP OF INSTALLING SEALANT TO ACHIEVE A 1/4"JOINT H BACK FROM EXISTING EDGE TO ENSURE A PRIOR TO INSTALLING PAVEMENT PAVEMENT m WIDTH.ENSURE JOINT IS CLEAN,DRY AND SIDES Z x nD0 O'" STRAIGHT EDGE ALONG ENTIRE LENGTH OF SEALANT' '?PREPARED PER MANUFACTURER'S RECOMMENDATIONS. •,-'.'. '=t PAVEMENT PAVEMENT.OBTAIN OWNER'S REPRESENTATIVE PCC JOINT DETAIL BLOW-UP ¢a w APPROVAL PRIOR TO SAWCUTTING. NOTE: 1/2"SOFT s PAVEMENT , 6. `MIN. T/2 BUT NOT 1.SEE PLAN FOR JOINT SPACING. PREFORMED JOINT :'.,, DOWEL CLIPLESS THAN i 4" CONTRACTION JOINT FILLER FULL DEPTH ..:�• `':•: ^.'.++ ANY FIXED BY PNA OF PAVEMENT WITH i. ''i-;.:,.: ) PAVEMENT SEALANT .. ��, y.',. STRUCTURE EXISTING PAVEMENT NEW PAVEMENT - 1/4'WIDE BY 1"DEEP SAW CUT. CLOSED CELL BACKER ROD. FILL WITH PAVEMENT SEALANT.MAKE BACKER ROD AND PCC JOINT DETAIL BLOW-UP SAW CUT IMMEDIATELY PRIOR TO SEALANT " TYPICALLY 1/8"TO 1/4'LARGER INSTALLING PAVEMENT SEALANT. I' - THAN JOINT WIDTH. FIRST PLACEMENT P T K FIXED STRUCTURE 1"(�,P),• "•.� .� W .2-g4 TOP•&BOT _ 1/8"FIRST SAWCUTz a A 4 ;!1"CLR FROM TOP Lel 1/4"SECOND SAWCUT(IF REQUIRED) 2"CLR FROM BOT NOTES: DRILL 1 1/4"DIA HOLE FOR 1. ENSURE JOINTS ARE CLEAN AND DRY PRIOR TO THE APPLICATION '•DO NOT LET REINFORCEMENT 24 �1 - 3/4"DOWEL AND 1"DIA.HOLE - OF THE JOINT SEALANT. APpLY CURING COMPOUND TO "CROSS DINTS T NEARBY OR NOTES: 3/4°SQUARE DOWEL 2. INSTALL CLOSED CELL BACKER ROD AFTER JOINTS HAVE BEEN 3/4'DIAMETER DOWEL FOR 6"hIICK PAVEMENTS !.. !OTHER JOINTS THAT ALLOW ISOLATION JOINT 1• BOTH SIGNS SHALL BE IN ACCORDANCE FOR 1/2"DOWEL AND INSTALL DOWEL WITH NON-SHRINK GROUT APPLY CURING COMPOUND TO FOR 6"THICK PAVEMENTS. CLEANED AND DRIED IN ACCORDANCE WITH SEALANT- AND 1/2'DIAMETER DOWEL FOR 4"OR 5"THICK SLAB FACE AT A COVERAGE RATE 'FOR MOVEMENT. WITH THE LATEST MUTCD EDITION, / MANUFACTURER'S REQUIREMENTS. PAVEMENTS.DOWELS.TO BE 10"LONG CENTERED ACT AS A BOND BREAKER AT NOTES: - SLAB FACE AT A COVERAGE 1 2"SQUARE DOWEL FOR /" OF 300 SF MAX PER GALLON TO WARNING SIGNS W11-2(TOP)&W16-7P ENSURE GROUT IS FLUSH RATE OF 300 SF MAX PER 4"TO 5"THICK PAVEMENTS. 3. INSTALL BACKER TOD AT CONSISTENT AND UNIFORM DEPTH. WITH JOINT SPACED AT 18"ON.CENTER,DOWEL TO LEAST 48 HOURS PRIOR TO L ISOLATION JOINT TO BE USED FOR FIXED STRUCTURES SUCH AS (BOTTOM)WITH THYA BLACK LEGEND ON A WITH FACE OF EXISTINGSLAB GALLON TAT LEAST A BOND SPACE DOWELS AT 18"O.C. 4. JOINT SEALANT APPLICATION SHALL BE IN STRICT COMPLIANCE BE INSTALLED IN FORM WITH AN APPROVED DOWEL PLACING NEW SLAB. BUILDINGS,RETAINING WALLS/DOCK WALLS,DROP INLETS,MANHOLES, FLUORESBACKGROUND PRIOR BREAKER PLACING NEW SLAB. DO NOT GREASE DOWEL. WITH SEALANT MANUFACTURER'S REQUIREMENTS. BASKET.LIGHTLY OIL FULL LENGTH OF DOWEL TYPICAL RECTANGULAR FIXED STRUCTURE PLAN DETAIL LIGHT POLE BASES AND BOLLARDS, USES:BUILDINGS,RETAINING WALLS/DOCK WALLS AND DROP INLETS PAVEMENT IS NOT CONSIDERED A FIXED STRUCTURE. CONSTRUCTION JOINT TO EXISTING PAVEMENT - PCC JOINT DETAIL BLOW-UP (TYP.) CONSTRUCTION JOINT ISOLATION JOINT DETAILS CONCRETE JOINT DETAILS ON.T.S. O "PEDESTRIAN NCROSSING"SIGN O N.T.S. DTISOJNT 12-04-08 DTCONJNT 03-02-12 M THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS PREPARED BY: SEAL BENCHMARK: DRAWING NUMBER: MARK REVISIONS APPR. DATE 30 E111U.e PerK,Suite 1. � DESIGNATION i3433 AGENCY: COUNTY TRANSPORTATION COMMISSION. OF DEVELOPMENT AND/OR CITY AND STATE LAWS,AND A PERMIT MAY BE ISSUED. NFOUA1tf BRASS CITY OF LAKE ELSINORE /�1'eeflbergFarrew Irvine,CA 92614 OaNN0Ug29 CONELEVCTREETEE�COLLAR.LOCATION;SOUTHWEST FEET.MONUMENT ECORNER CENTRAL AVENUE AND CAMBERN U. _ t:949 296 0450 949 296 0479 AVENUE(DOWN 1.0').AGENCY:NGVD 1929 WALMART SUPERCENTER#2077-07 C 4■1 No• 46039 A SCALE: DRAWN: BB 29260 CENTRAL AVE LANE ELSINORE,CA 92532 /mot I/-✓ `� =2��9 ° Exp.123120 n N/A ON-SITE IMPROVEMENT PLANS SHEET 20OF38 REMON HABIB RCE 83156 DATE 08/08/19 '� CIVIL �! SITE DETAILS FILE No. -At;% CITY ENGINEER H OU AD RCE No. 46039 DATE 4TF OF cAO� DATE: April 10, 2019 CHECKED: JP Fil—m.:P:\2008\2006006B8\-CURRE14MRAWINGS\-PRODUCTON FILES\ONSITE\200800688-C-6.0-C-9.0-DT - i 1 2 13 14 1 5 16 17 1 8 19 110 1 11 112 1 13 114 1 15 116 1 17 118 119 1 20 TRANSVERSE LINE IN PED-XING SIGN LIMITS OF ADA ROUTE PED-XING SIGN B PARKING AISLE 80' (MIN.) PAIR WITH LEADING EDGE (SEE NOTE#2) OF PAIR WITH EA ING EDG A E (OK,THIS SIDE ON - OF CROSSWALK OR 9' 80' (MIN. - FROM EDGE OF DRIVE ISLE. FROM EDGE OF, V-4"1'-4'i'-4"V-4° NOTE:PROVIDE OINT BE WEENXPANSION SIDEWALK AND ALL FIXED OBJECTS NOTES: - A A - SEE INSET"8" < I SEE INSET"A" 1. WORDS AND ARROWS SHALL BE APPUED IN - 8"WHITE STRIPE ACCORDANCE WITH SECTION 36.20 OF THE MANUAL 112"RADIUS TOOLED JOINT OR B 6'WHITE STRIPE ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS PLAN VIEW 1 DEEP SAWED JOINT(TYP.) 6"WHITE STRIPES }} HITE TRIPES AND HIGHWAYS. j 25 M N. B SEE SITE PLAN 2. THESE WORDS ARE TO BE PAINTED*RETROREFLECTIVE PED-XING SIGN 1 4"THICKNESS PREMOLDED EXPANSION JOINT FILLER SPACED®35'O.C.MAX. WHITE WITH GLASS BEADS PER SPECIFICATIONS, EXTENDJ I L IDEWAL 2" SLOPE 1(4' - (PAIR WITH LEADING P 5' BEYOND VESTIBULE WHEN AT EXITS FROM PARKING LOT TO PUBLIC (TYP /FT. M PED-XING SIGN EDGE OF CROSSWALK) DOORS SEE NOTE 2 STREETS. I 5.0' 5.0' I 5.0' 5.0' + 5.0' 5,0' 5.0' (TYP) 1(yp) (PAIR WITH LEADING EDGE OF CROSSWALK) CROSSWALK OFF-SET FROM CENTER OF VESTIBULE 6" R A K OF- VESTIBULEPED-XING SIGN PAIR 'ONLY'PAVEMENT MARKING qq �TYp� PC CONCRETE TRANSVERSE LINE IN NOTE: (TYP) 4' PED-XING SIGN PAIR WITH WITH LEADING EDGE OF C AS INDICATED ON PLANS WHERE REQUIRED REINFORCEMENT (TYP) LIMITS OF ADA ROUTE LEADING EDGE OF CROSSWALK 0g PARKING AISLE 80' (MIN) CROSSWALK OR 9'FROM 7'-3° WILL BE No.3 BARS 24"O.C. 4"AGGREGATE BASE 80' (MIN.) (OK,THIS SIDE ONLY) ----- -- EACH WAY MAX.SPACING,OR COURSE COMPACTED TO SECTION B-B (SEE NOTE 2) 9�FROM EDGE OF DRNE ISLE. - EDGE OF DRIVE ISLE. f CROSS � SECTION A-A 6 z 6-W1.4 X W7.4 WWF 90%STD. PROCTOR(TYP) t�1 t S S TRAFFIC j CONCRETE SIDEWALK Q SEE INSET"A" _ SEE INSET"B" DOESOES NOT STOP O N.T.S. 8"WHITE STRIPE ` DTWALKPC 12 17 04 8°WHITE STRIPE' D ( 6"WHTTE STRIPES STRIPES ____ j 24"O.C. j o o W4.4P o o � � W R WR PED-XING SIGN 5' BEYOND VESTIBULE -� FROM LEFT, 20' 30 30'MIN. TRAFFIC 25' 20' 30'MIN. (PAIR WITH LEADING DOORS (SEE NOTE 2 PED-XING SIGN EDGE OF CROSSWALK) (PAIR WITH LEADING 30' 10' 30'MIN. CROSSWALK CENTERED ON VESTIBULE E D D D CROSSWALK CENTERED ON VESTIBULE - - EDGE OF CROSSWALK) - - W =WIDTH (fit)OF FIRE LANE VARIES NEVER R =RADIUS NECESSARY TO ACCOMODATE 'BEAN 9' 1 VARIES NEVER SOLID ARROW MARKINGS FIRE VEHICLES R r I LESS THAN 9' WR=TURNING RADIUS PAVEMENT WIDTH JJ AS INDICATED ON PLANS vV VVq,gy W � I PAINTED"RETROREFLECTIVE WHITE" - EDGE 0 N z DRIVE AI LE 6" F- �1 Wt SOLID ARROW PAVEMENT MARKINGS l�y,'p! ��+y • PARKING 2s --� F v'` ". I flRE LANE STRIPING SHALL BE 6'RED STRIPES WITH INSET"A" - INSEr"B" INSET PED-XING SIGN LOCATION WHEN LEADING EDGE PED-XING SIGN LOCATION WHEN LEADING EDGE PED-XING SIGN LOCATION WHEN LEADING EDGE DTRLTURN 04 28 74 i 4-INC�H WHITE LETTERS READING'NO PARKING FIRE OF CROSSWALK LANDS AFTER DRIVE AISLE. OF CROSSWALK LANDS BEFORE DRIVE AISLE. OF CROSSWALK IS AT END OF PARKING ROW. DOES 'f�.E S NOT STOP ` LANE STRIPING SHALL BE PLACED PAVED THE TOP EDGE 1'-4"tt�4y 1'-4" j OF THE SIDEWALK ABUTTING THE PAVED DRIVE OR AS NOTES: SPECIFIED BY LOCAL REQUIREMENTS. i. REFERENCE EACH VESTIBULE ON THE SITE PLAN FOR FINAL LAYOUT,DIMENSIONS AND SIGN LOCATION. NOTES: 2. TRANSVERSE LINE OF CROSSWALK SHALL BE LOCATED AT END OF PARKING STALL,UMITS OF ADA ROUTE OR.5'BEYOND VESTIBULE DOORS,TRANSVERSE UNE(FOR TRAFFIC MOVING RIGHT TO LEFT PER 1. WORDS AND ARROWS SHALL BE APPLIED IN W44b - THIS DETAIL)CAN-T END IN A PARKING AISLE ON THE PARKING LOT SIDE OF THE FRONT DRIVE. ACCORDANCE WITH SECTION 3B.20 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS FIRE LANE MARKING 3. SEE INSErs"A","B"AND"C'FOR SIGN LOCATION FOR EACH OF THE THREE OPTIONS. G AND HIGHWAYS. SIGN LOCATION AND VESTIBULE CROSSWALK STRIPING "CROSS TRAFFIC SIGNS" O N.T.S. O 2. THESE WORDS ARE TO BE PAINTED"WHITE"WHEN IN "' GT N.T.S. PARKING LOT. N.T.S. DTFIRE A 12 17 04, 04 24 17 3. OPEN ARROWS SHALL CONSIST OF A 4"PERIMETER STRIPE. 4" MULCH OR TOPSOIL MIN. EDGE OF CROSSWALK OR INTERSECTING TRAVEL WAY 4� 4 4 6" PCC SURFACE,COURSE (TYP.) (UNLESS SHOWN OTHERWISE ON SITE PLAN) H "ONLY"PAVEMENT MARKING PCC NON-REINF. CONC. of AS INDICATED ON PLANS 4" GRAVEL BASE COURSE TYP. STOP UNE ~T:F. yz':::t•=,... SEE PAVING DETAILS FOR ADJACENT - TYPICAL CURB + PAVEMENT SECTION I 8°WHITE STRIPE AND GUTTER V-4" t'-4" 1'-4" V-4" 4'-3" 4'-3- PROVIDE CONTIGUOUS '_" STOP SIGN(ttP.) UNDISTURBED SUBGRADE 6" GRAVEL BASE COURSE 4-MIN.(TYP.) I SEE SITE PLAN + -+ MIN. BELOW CONCRETE BUFFER 36°z36"AT 1'-0" BASE COURSE AND ABOVE HIGHWAY/ 12"EXTENSION OF - STREET 0o PAVEMENT BASE COURSE INTERSECTIONS �.-. " a NOTE: SEE LANDSCAPE END CAP ISLAND FOR PLANTING 30%30"WITHIN SIGN TO BE PLACED PARKING LOT AT ABOUT THE I e� LEADING/ - • CONCRETE STEP OUT SLAB BEHIND CURB TRANSVERSE LINESOF THE CROSSWALK J 1'-0" 1'-0" 1'-0" 1'-0" N.T.S. PER THE SITE PLAN ti OPEN ARROW MARKINGS - AS INDICATED ON PLANS 12"GROOVED BORDERS PAINTED'WHITE" MUST BE ON THE LEVEL SURFACE AT THE TOP OF THE :.. RAMP PER DETAIL HEREO :=-Sr;•^'"• 48' CROSS SLOPE OF 4' STROKE WIDTH 4 4 4� "! . 4 OPEN ARROW PAVEMENT MARKINGS TRUNCATED DOME y,}f_�:+;w: •x• ! TOP LANDING NOT TO SEEP I 8"WHITE STRIPE 6"WHITE STRIPES PER DETAIL HERE .,,. %• +' - � ' EXCEED 2%IN ANY SIGN TO BE PLACED N.T.S. .-; 'v*�<• DIRECTION.TYP. I 24"O.C..(1'1PJ AT ABOUT THE K O ,`a_•::�c•. 4`��p NOTE: LEADING/ TRANSVERSE LINES DTRLTURN 04 28 14 :'�..:5•--+g:•, f• SF- TRANSITION FROM OF THE CROSSWALK 6"OR VARIABLE 1. WORDS AND LINES SHALL BE APPLIED IN NOTE: - - PER THE SITE PLAN REFER TO ARCH.PLANS FOR LOCATION 8q^ F'-r•$^:°.•',,. 5 1, TO 0'CIF ACCORDANCE WITH SECTIONS 3B.16 AND VENTED GRATE FOR THE 38.20 OF THE MANUAL ON UNIFORM 1. MARKINGS FOR STREET SHALL BE ACCORDING TO LOCAL CODE SIPHONIC BREAK MANHOLE P TRAFFIC CONTROL DEVICES FOR STREETS REQUIREMENTS AND AS OUTLINED IN SECTION 38.18 OF THE 4"SOLID TRAFFIC YELLOW /•yf � AND HIGHWAYS. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STRE AND HIGHWAYS. ETS BUILDING WALL __ PAINTED EDGE STRIPE CURB 2. THESE WORDS AND BAR ARE TO BE 2. MARKINGS WITHIN PRIVATE PARKING LOT SHALL BE PER THIS DETAIL L AIM- PAINTED RETROREFLECTIVE WHITE (UNLESS SHOWN OTHERWISE ON SITE PLAN) 1.AREA SHOWN THUS: © SHALL HAVE A MEDIUM 3. THESE MARKINGS ARE TO BE PAINTED RETROREFLECTIVE WHITE. 4"SOLID TRAFFIC YELLOW PAINTED STRIPE TO HEAVY BROOM TEXTURE FINISH,PERPENDICULAR TO THE AXIS WITH 18"SPACING AT 45'ANGLE OF THE RAMP STOP SIGNAGE AND MARKING CROSSWALK MARKING W/ LONGITUDINAL STRIPES N.T.S. 0 N.T.S. STRIPING FOR SIPHONIC BREAK MANHOLE ACCESSIBLE RAMP III DETAIL O O ON.T.S. O US, DTSTOPBR 03 04 1i DTCRWLKM 03 03 11 - M O ar 8"/3-l9' THESE DEVELOPMENT AND/OR CITY AND STATE LAWS,AND A PERMIT MAY BE ISSUED. 30 Executive Park,Suite 100 DESIGNATION I R NDIT CONDITIONS PREPARED BY: SEAL QFOTESS OWqBENCHMARK: W3 MARK REVISIONS APPR. DATE OF 33 AGENCY:RIVERSIDE COUNTY TRANSPORTATION COMMISSION. CITY OF LAKE ELSINORE oRAwiNc NUUaea: 1316.96 FEET.MONUMENT TYE, /6reenbergFarraw 2*BRASS DISC WITH 10" Irvine,CA 92614 OZd NOUg29 CONCTRETE COLLAR.LOCATION:SOUTHWEST CORNER DCENTRAL AVENUE AND CAMBERN t:949 296 0450 f:949 296 0479 `m, AVENUE(DOWN 1.0').AGENCY:NGVD 1929 WALMART SUPERCENTER#2077-07 _6 w 2 46o3s A SCALE: 29260 CENTRAL AVE LAKE ELSINORE,CA 92532 * EzD• 2 31 20 N A DRAWN: BB 1 » ` OR-SITE IMPROVEMENT PLANS SHEET 210F38 REMON HABIB RCE 83156 DATE 08/08/19 `}.qrf, CTV71- Qa`! SITE DETAILS FILE No. #@AN6 CITY ENGINEER H OU RCE No. 46039 DATE OF C A4� DATE: April 10, 2019 CHECKED: JP Filename:P-.\2008\200800688 .cURRENTDRAWINGS\-PRODUCTION FILES\ONSRE\200800688-C-6.0-C-9.0-DT 1 2 3 4 1 5 6 1 7 8 9 10 11 12 13 14 15 1 16 it 18 19 20 REVISIONS EV DESCRIPTION DATE APP. /3 TIES AT 16"O.C. 5/8"x 12'(MIN)COPPERWELD A emoved entry signs,redesigned atch c si erai 12/18/07 A GROUND ROD CONNECTED TO 1 tac mens EQUIPMENT GROUND WIRE AT 39'STEEL TAPERED POLE B B CONNECT ALL EQUIPMENT 4-#8 VERTICAL GROUND LUG IN POLE PER SPECIFICATIONS. POLE GROUND CONDUCTORS TO REINFORCING SHALL BE MADE PLUMB WITH GROUNDING LUG IN POLE BARS PLACED INSTALLATION IN CONCRETE LEVELING NUTS. ADJACENT TO PAVING REQUIRES CONTINUOUS TEMPORARY CAP ALL CONDUIT ANCHOR BOLTS 1/2"EXPANSION JOINT MATERIAL HAND HOLE WITH COVER ALL AROUND.SEAL WITH JOINT 1'-6"FROM BASE OF POLE. SEALER PER SPECIFICATIONS 4"x 6"MIN. 5/8"x 12'COPPERWELD GROUND ROD B CONDUIT AS REQUIRED / CONNECTED TO EQUIPMENT GROUND JUNCTION BOX(POLES DESIGNATED WITH WIRE AT GROUND LUG IN POLE 335.4 "CAM"SUFFIX ONLY,I.E.BV-CAM), DETAIL"C" SECTION "A-A" LOCATE BETWEEN TOP AND SECOND TIES 4PLANA 8"X 4"X 2 3/4"PROVIDE JUNCTION BOX ON POLES DESIGN JUNCTION BOX "CAM"SUFFIX ONLY(LE.BV-CAM).REFER 1 A 2"45 DEGREE FOR SECURITY POLE L I '? LIQUID-TIGHT POLE-TO-BASE PLATE WELD ¢ (4)ANCHOR BOLTS 1.25"DIA.x 42" CONNECTOR SHALL COMPLY WITH AWS ANCHOR. LONG x 6"HOOK OSPECS.AT TOP AND BOTTOMi� FINISH GRADE �i A OF BASE PLATE m — --- BASE PLATE BOLT HOLE N 45' NOW TYP POLE BASE PLATE AND 0'-3 3/4" BOLT PATTERN PER I 71.91 ao L 024i76 MANUFACTURER'S 2"SECURITY CAMERA CONDUIT(POLES RECOMMENDATION °o DESIGNATED WITH"CAM"SUFFIX ONLY, ^,p — a-paxa'(MIN)LONG BARS ` WAL—MART I.E.BV-CAM) I EQUALLY SPACED ` ; 24"CIA.CONCRETE FOUNDATION 1"MIN.LIGHTING CONDUIT CART CORRALS WILL BE PROVIDED BY VIAL-MART SIZE- � w LIGHT FIXTURE ORIENTATION I I #3 TIES 0 16"O.C. MAX AND ASSEMBLEDANSTALLED BY THE CONTRACTOR (SEE SITE PLAN FOR JUNCTION BOX(POLES DESIGNATED WITH VERTICAL AND HORIZONTAL OP C 8030355 "CAM"SUFFIX ONLY,I.E.BV-CAM,RUSH BARS SHALL BE FIELD TIED. 3"MINIMUM COVER TYP " AT THELOCATKINSHOWNONTHESREPLAN l arc. A ORIENTATION TO BUILDING) ) WITH FACE OF LIGHT POLE BASE. LOCATE WELDING NOT PERMITTED. "._24" __ _____ _____JUNCTION BOX TOWARDS FRONT OF SUPPORT REINFORCEMENT IN REVISIONSEV. � � DESCRIPTION �� DATE APP.BUILDING. JUNCTION BOX SHALL BE ITS PROPER,LOCATION FROM - A emov en ry signs,re esig g e, a c si erai 2 19pBOLT COVER TYPICAL CARLON PART NUMBER E1212C24 WITH THE FORMWORK DURING tae menE1212DIV FIELD INSTALLABLE DMDER REFER CONCRETE OPERATION.ESECTION B-B" SPECIFICATIONS 2'BELOW FROST LINE DETAIL A SCALE i :6 HANDHOLE WITH COVER REMOVED ' BURNDY COPPER#KPA4C GROUNDING LUG WELDED SCRULUG AND TIN PLATED TO INSIDE OF POLE NUT AND BOLT OR BURNDY F TWO PIECE BOLT ATTACHED TOPPER GROUNDING LUG SERVIT COVER REQUIRED NOTES: 4 GROUND CABLE ATTACHED I' 3500 PSI MIN.28 DAY COMPRESSIVE STRENGTH CONCRETE WITH GRADE 60 REINFORCING STEEL LOCKING WASHER ____ TO GROUND ROD 2. IF WATER IS PRESENT IN HOLE,REMOVE BEFORE POURING CONCRETE. IF SUPPLIED BY NUi 3. FOUNDATION EXCAVATION SHALL BE BY 24"AUGER IN UNDISTURBED OR PROPERLY COMPACTED SITE LIGHTING VENDOR FILL PER SPECIFICATIONS. 5"MIN.,5.5"MAX. 4. FOUNDATION SHALL HAVE A MINIMUM ALLOWABLE END BEARING OF 2000 PSF. STD.HAND HOLE WASHER BOLT PROJECTION 5. FOUNDATION HAS BEEN DESIGNED FOR A COHESIVE SOIL BASED ON A MINIMUM COHESIVE POWDER COAT BLUE LEVELING NUT VALUE OF 1000 PSF. 2"LIQUID-TIGHT PMS285C WITH WHITE (MAX 1"FROM 6. FOUNDATION HAS BEEN DESIGNED FOR A GRANULAR SOIL BASED ON A MINIMUM LATERAL SOIL CONNECTOR VERBIAGE."PLEASE PLACE G CONCRETE) BASE PLATE PER PRESSURE OF 1000 PSF,UTILIZING AASHTO FIGURE 1.8.2C(4)OF'EMBEDMENT OF POSTS 2"FEMALE ADAPTER LIGHT POLE 'CARTS IN OPEN STALL" SPECIFICATIONS WITH OVERTURNING LOADS". (WITH ARROW POINT TO - 7. DETAIL FOR 39'POLE WITH MAX.FIXTURE EPA 4.6 SQ.FT, f2" PVC CONDUIT ANCHOR BOLT - g, ALL LIGHT POLE BASE FOUNDATIONS SHALL BE CAST-IN-PLACE.PRE-CAST LIGHT POLE BASE CONCRETE PIER DEGREE BEND OPEN STALL) DETAIL'"C" FOUNDATIONS ARE NOT ACCEPTABLE 2"SECURITY (lYP) CAMERA CONDUIT C COUPLING CARTCORRALS WILL BEPROVIDED BYWAL•MART 2"PVC MALE AND ASSEMBLEDANSTALLED BY THE CONTRACTOR ADAPTER 3/4"480V AT THE LOCATION SHOWN ON THE SITE PLAN 2" 24"CURVED LID WER CONDUIT JUNCTION BOX �� WAL—MART H `� / 6/ BOLT CIRCLE �4" PAVING _ nnc N 2 �4Dlu� POLE MOUNTED CAMERA DETAIL P1 C "°'8030355 A TYPICAL ANCHOR BOLT SPACING TYPICAL LIGHTING POLE BASE DETAIL oNNh.FOR POLE LOCATIDNS DESIGNATED WITH"CAM"SUFFIX 1'-0" 2' 0" 1'-0' CURB FACE DRIVE-THRu O N.T.S. ONLY,I.E.BV-CAM. CAMERAS AND WIRING BY OTHERS. TRANSITION CURB NSI lON A LANE W FROM 6"CF OPENING FROM 6"CF F TYPICAL LIGHTING POLE BASE DETAIL 04 19 16 24" ---a RED LEGEND ON "v D IF LIGHT POLE BASE IS WITHIN A RAISED CURB EQ. WHITE BACKGROUND AND OFFSET FROM THE BACK OF CURB(OR - .CURB AND GUTTER" LANDSCAPE J CONCRETE BUFFER)BY 3 FEET OR MORE,THE PER PLAN BASE SHALL NOT BE PAINTED. o " PLAN NEW HAND PLACED RIP RAP PAD,SE(FLUSH WITH THE FINISH GRADE. in A TRAFFIC YELLOW(SEE PARKING_ v I TRANSITION FROM 6"CURB FACE TO NOTE 1) r n 0"CURB FACE IN 2' p� -1'-0° 2'-0" 1'-O" CURB&GUTTER 4" MULCH OR TOPSOIL MIN. FIRE r PER DETAIL HEREON 6" PCC SURFACE COURSE TYP. 6" K `��' "" PCC NON-REINF. CONE. °' i 3 4" GRAVEL BASE COURSE TYP. ° �° ° o LANDSCAPE ,--CURB RIP RAP ! NOTES: '" _ SEE PAVING DETAILS ik��PAVEMENTLANE 1. EXPOSED CONCRETE FOR ADJACENT 1 SHALL BE PAINTED TRAFFIC -III-III-III-III-III-I I SECTION �■� YELLOW. -ITT—,T I—ITI—Iil M ��j��j��j��j��j��`��j /��j /��j��j��j��j PAVING t 1 _ PROVIDE CONTIGUOUS 6" 12" 6° L ELEVATION UNDISTURBED SUBGRADE 12" 12" GRAVEL BASE COURSE i i COMPACTED SUBGRADE COMPACTED TO CLASS II,GRADED AGGREGATE BASE SECTION A-A MIN. MIN. BELOW CONCRETE BUFFER ALL SIGN LETTERS TO COMPLY WITH STANDARD 95%OF MAXIMUM DRY DENSITY AS 3'-0" BASE COURSE AND ABOVE DETERMINED BY THE MODIFIED PROCTOR COMPACTED TO 95%OF MAXIMUM ALPHABETS FOR HIGHWAY SIGNS(SERIES C 2000) DRY MEDIAE AS DETERMINED BY NOTE: SEE LANDSCAPE BERM DETAIL FOR TREE PLANTING. 12"EXTENSION OF PAVEMENT BASE COURSE COMPACTION TEST THE MODIFIED PROCTOR COMPACTION WAL—MART LIGHT BASE DETAIL (ASTM D 1557.00) TEST(ASTM D 1557.00).SEE PLAN N.T.S. CONCRETE BUFFER - PROFILE VIEW FOR SECTION W1 Op N.T.S. 'NO PARKING — FIRE LANE" SIGN CURB OPENING 04 19 16 I WAL-MART LIGHT WE BUF 11 29 07 O N.T.S. O N.T.S. M THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS PREPARED BY: SEAL BENCHMARK: DRAWING NUMBER: MARK REVISIONS APPR. DATE OF DEVELOPMENT AND/OR CITY AND STATE LAWS,AND A PERMIT MAY BE ISSUED. 30 Executive Park,Suite 100 QWt DESIGNATION#3433 AGENCY:RIVERSIDE COUNTY TRANSPORTATION COMMISSION. CITY OF LAKE ELSINORE /6reenberjFarrtwu Irvine,CA92614 'oaNNOUgr'o�� CONCRETE COLLAR. FEEr.MONUMENT TYPE FOUND 2"BRASS DISC WITH 10' LOCATION:SOUTHWEST CORNER CENTRAL AVENUE AND CAMBERN t:9492960450 f:9492960479 AVENUE(DOWN IV).AGENCY:NW 1929 WALMART SUPERCENTER#2077-07 V-6■VQ o<N" 46D39 = M60 CENTRAL AVE LANE ELSINORE,CA 62582 * E,P,t2 at 20 °+ SCALE: N/A. DRAWN: BB ON-SITE IMPROVEMENT PUNS SHEET 22OF 38 REMoN HABICITYB RCE ENGINEER 83156 DATE H OU AD RCE No. 46039 DATE 41F OFVCAih a\! DATE: CHECKED: JP SITE DETAILS FILE No. April 10, 2019 3 FIlerwme:P:\2009\200800686\_CURRENfDRAWINGS�PRODUCTION FILES\ONSDE\20080068B-C-6.0-C-9.0-DT 1 2 3 4 5 6 7 B 9 10 11 12 1 13 14 15 16 17 18 19 1 20 NOTE:TOP OF MANHOLE TO BE LEVEL WITH FINISH A FRAME&COVE NOTE:TOP OF MANHOLE TO BE LEVEL WITH "A" CORNER BARS-SAME SIZE AND P.C.CONCRETE NYLOPLAST DRAIN BASIN WITH DOME GRATE GRADE UNLESS OTHERWISE NOTED OR DIRECTED BY PER SITEWORK FINISH GRADE UNLESS OTHERWISE NOTED OR SPACING AS HORIZONTAL BARS (PER STEWOTE SPECIFICATION SECTION THE ENGINEER. USE ADJUSTMENT RINGS AS REQUIR�- - ,SPECIFICATIONS .C.CONCRETE DIRECTED BY THE ENGINEER.USE ADJUSTMENT r- , / ��- A (1.2)INTEGwATEDDUCF EIROr2 BUT NOT TO EXCEED 12". / r__ RINGS AS REQUIRED BUT NOT TO EXCEED 12 _ _ 9o. 02751) (PE STEWORK SPECIFICATION FULL DEPTH OF FRAME HEIGHT TO aNAtero NUTcxsrsWon FRAME&COVER PER I S D SECTION 02751) SITEWORK S ECIFICAtil RING&COVER PERI SITEWORK SPECIFICATION �� 10RIZAL I I- -I '!� s UTSIDE /SEE INSET" t FULL DEPTH OF FAME HEIGHT TO '-" - DGE OF MANHOLE 2-0 _ I I gO _ A EDGEIO F MANHOLE SEE INSET G� I / vp"=PAVEMENT THICKNESS ��" / "P"=PAVEMENT THICKNESS o I I I I dl,. I ^L. .�' L CORNER BAR \ F"= FRAME HEIGHT "F"=FRAME HEIGHT REINiORCEMENT SCHEWLE BASE M DEPIMPIPE9uRIP1 1 \ ° _ MAN IPER PIPE (6)AOPPTOODRDI GTOMABIE t I L- B (3)VARIABLE INVERT HBGHTS MANUFAONRER D°-380°AlxxxBxNGTOPIANe +,�• SECnON R°�0.E°ox'ttN��eau cut' -RING&COVER PER INSET"A a• e o 6 E.w. N . _ L-L-_ J A• .e EW. al - STEWORK SPECIFICATIONS aN MANUFACU IN "� P CORNER BAR IN sEcraxl o a EW' L .A. _..I GENERAL NOTES: PPE TABLE a w DIMENSIONS AVAIV9lE(ACCORDING n] (MIN.MWUFACiLIRING PLAN 512E SKEW OF CRO55 DRAW PUUNSTAKEOFF) M.SAME ASMIN.SUMP) GENERAL NOTES: HPE T OF w auDtMeNs 1. ALL EXPOSED CORNERS TO HAVE 3/4'CHAMFER .T 1. ALL EXPOSED CORNERS TO HAVE 3 4 CHAMFER WE RAB a cm mwWt `� - 2. ALL REINFORCING BARS TO HAVE 2"COVER. a" sTRACHTF--- ONEas•/ SWILE1 Z4• 4'-0' ^ a'10^2. ALL REINFORCING BARS TO HAVE 2"COVE. �4• r-0• e-D• a is z ` 3. SEE GRADING AND DRAINAGE PLAN FOR PIPE SIZES, .w' 4'-W s-B°G3. SEE'GRADING AND DRAINAGE PLAN FOR PIPE SIZES, 4'-0• *'-]' s-6• aN.. Z LOCATIONS,AND FLOW UNES. x^ a'o• 6-s(3)VARIABLESUM1PDEPTH W 38' 4'-0' 8'3' 8'i' a2• 111 ' Y-3nVARIABNGTOPLANs ? N LOCATIONS,AND FLOW LINES. 4r sa• s•-n• a i - rn L._I+Ij 4. PIPES SHALL CONNECT TO THE ENDS OR SIDES OF THE 5-+0 e- (CNWONB'24•1PMIN.ON3V o z 4. PIPES SHALL CONNECT TO THE ENDS OR SIDES OF THE +a s-m 6- s-o t{ ' I_I I INLET.CONNECTION SHALL NOT BE MADE AT CORNERS Ro ] P-e(4)vNeOUSTMESOFeUFF&OJUTAUTPIERS q°MINONr.W RAMON MANUFACTURINGREO.) _� p•C. < 4 INLET.CONNECTION SHALL NOT BE MADE AT CORNERS OF ]-t0 e-e al P.C. a OF BO%. FGR a1 aV- i� ,C AWVLABI.E:r.so'FaRcoRNlaLtfin IQPE �1l+i e•MWax3e CONCRETE BOX. meWLE RM A sB.Tlet GxLv CONCRETE �;, za• r-o• ^ o._s.LacsIMILE,1-WRONOOR LwxLAI35fwwcoR w z4' r-m r-m• 9•-5• 5. ALL REINFORCING BARS TO BE GRADE 60. aw a•-r II•-o- ---` N 5. ALL REINFORCING BARS TO BE GRADE 60. 30• a-r 9•-r n'-D• 6. PRECAST MANHOLE MAY BE USED UNLESS OTHERWISE se s•-a• • tz'-6•PYCOMI 8014o),PYDaoaM, "N" u• 9•-4• to-r ,z-s NOTED OR DIRECTED BY THE ENGINEER. 41' t0;-6^ • u•-2^�_D . HOLE MAY BE USED UNLESS OTHERWISE 4e ,-6• • ts•-to- CORRUGATEDPNBBFDwO s-• 4r t0'-C 1-to• 14•-2' c" i o NOTED OR DIRECTED BY THE ENGINEER. b tt_C t3'-z ts'-t0• o j;�-T��T REINFORCEMENT SCHEDULE WALLS WATERTIGHT JOINT THEBACKFILL MATERIAL SHALL BE CRUSHED SOME OROTHER I AReeORCFEEIR SXDTOE WNLS I-1-a--- PRECAST MANHOLE SPECIFICATIONS SECTION WIDTH HER. MT. (LXtPRUGATFDHDPE SI1tlAW) GRANUWT MATERIAL MEETING THE REOUIREMENIS OFCLA881, ? n "'' PRECAST MANHOLE SPECIFICATIONS SEaDN WmM HOR vFRi. 4' 'a OtO' *• Q _1._ •A' BEIWEe,a'k Y '"0 9 'e O10 BEDDING ON CLP581118ORSURFAEDRAINAGE AUEDSS ,. �' "W"4'-07MIN. " z I ASTM C478 -PRECAST REINFORCED �DOWGB BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE O 4' N'se9' !'s O,O' �. P- T=x- - I y a GREATER TH e O a t 2 a O H. PLACED kCOMPACTEO UNIFORMLY IN ACCORDPNCEWOH A81MD232I. w s ? 'F RTAffiI f k]' e e 9• 's a NO• T 1 CONCRETE MANHOLE SECTIONS a o e a o HE z ASTM C478- PRECAST REINFORCED aE,tTw TNw .e 4,2 a e,D w o •e• "N. CONCRETE MANHOLE SECTIONS ASTM C913-PRECAST CONCRETE eETWstT+a k a a , W T,• SDMEN 4 k] a e TABLE OF•r k°N•ONENVONE m r' ASTM C913-PRECAST CONCRETE .� = Ea WATER AND WASTEWATER STRUCTURES sEcna wroTH w •r TM• •D• TAaE a r e dLoeOxs D WATER AND WASTEWATER STRUCTURES M wnTx w) r w ro• CONCRETE:4000 PSI AE(MIN.) a a•k r 6•+PPE THICIwEss e' a• - solaueFwcnlERa PaAsnxaA,e CONCRETE:4001 PSI kE(MIN.) .A. BO9Av,*'k]' IF+RPE TXKIOFSS s m JOINT:WATERTIGHT RUBBER GASKET A GREATER THAN r g'+ rwCKiaE�ss MEGRAtE GRFAFR INN B'+RR:IXDMIESB °8- e'3x'W - m GRAOE',OaDE, JOINT WATER RUBBER ET E 6 +PPE T,ICKNE55 TO e- z a•afros,IEGParEsrrtaxrot'xEORaxasre,NmineWE n?c 4 6«RPE TPIpNEts 6• T �1' .___. e.DRNxeAeN�rOa�CU6TCW wwUFSCNir®MWRONG10PUx ORAWNm EK NABBW a 4'kY P+PRE IXILNNE55 t0' B' OMENS al5RE4 REINFORCEMENT TOP CIAL PATTERN RTIGHT GA1 'k> 1VOwtlITeW:LOBF.88xWIEGO'1.WnERWWKKN e1MxFRORAANW �• NFORCE LE. OReAd00VERN'OL£T09HIFPNG t'ISN1a8 xA4PRJmleruw RGH,Ii.rNEf�CE1PT I8'ORAOAi05te ,..'+!'R`. IEkAdICf1IBA 5tlE➢IIIf,lOP :�� W'1=T OR LESS ¢a'a O 6 EW. DIAGONAL O COYFR Cub SEE DRAvaxGNO.TmDYHOxR. ORPoSSeWOxa THe PWxT0a9Ha_d M}F Oi D PNNlneleaaNn DIW]RDNS SRR SPECYL PATRRII DUNIS. .. •. e y W2=TOR LESS 's O B°E.W. IA TPPAWP R ORLDExEErxBusFarxBO FSID+et FA;IregxuNxa�C D GONAL O CDNER ONTTOx'INE958xNADM'FGRM n) xFORm SxaW AXIM 0°�• wewnAepxoweem W WI-]OR LESS -r OP IF58 Hx a 8'EW WGONN.a CaBA � � a"NWn2PORtOMUWTEDNDFE(PDBx+M,ANLOReMLWA4tA NPRW RAx IOW�BY NI MWEDrxOAuxE " W2 ]'Op LES a e 8•EW. WW .NVOR IP•s 08 E. GAGONAL O COVDR TaxMATox Tme SECTION A"-"A" W, ,/Y��/yt ��5TI�� V=TOR DEB`EIx S O 6•EW. DIAGONAL a COVER r,2xPa GeViR(A•M, �., °N'DRNAu FGT1 NMBPARNWRRDOxWIWMR g8��k&dD ( ) GRATE INLET _'°� N',. EW. mMCON4otew JU��RgUE s.MP➢TER9 BEpeNTFDOxeAYAHGLEV NeN'.roOErtiMfff rANmx A yff pA+Na m=T OR GREATER aAGONAL O COVER MWIMUMAIIR.EemWENAonPTeRs cvRnwnOxo.,m,-+foa+z MVCE.ERr+ROM. Tx11u REV WMEM wrxarECOuruutroxOETAE 1'-0" "W"4'-0"MIN. 1'-0° Wz-r oP=.R s e 6•9. DY :o C= SECTION"A"-"A" t'-0" "W"4'-0 MIN. 1'-0 JUNCTION BOX = WI=]'Di DNA. W2 T OR GREATER 'e O 8°EW. MAGONAL O COVER P9a0FN.E%CEPTBYBPEDrxcmxrlN� 10t DAON0. 19N.+1xMN xeY 0 W2-]'DR DNATw e e 8'EW. DYGONLL o COVER MIWNw FReNxnauET. •�*� A ecuk N.T.S. - N.T.S. DPD gp ELEVATION a DYDCNM.•caw ELEVATION a.e°�sa•OIWxDatwHANFxaEOADxAnxG PE NNx aLur DTGRT N 10 12 09 *DTJ.OX 10.12 09 DROP INLET DROP INLET AA' CORNER BARS-SAME REFER TO ARCH.PLANS FOR LOCATON 36"x36"I.D. 24"x24"I.D. _ _ I7�AND SPACING AS - VENTED GRATE FOR THE 12'MIN. QUTSIDE OF BOX 12"MIN. (NOMINAL DIMENSIONS) (NOMINAL DIMENSIONS) r - HORIZONTAL BARS go. SIPHONIC BREAK MANHOLE 18"MAX 18"MAX. GALVANIZED GRATE WITH FRAME AND GRATE WITH FRAME AND GRATE I �}- - - FINAL r I " "SOLID TRAFFIC YELLOW UNDISTURBED BACKFILL F EARTH OR GALVANIZED GRATE I �\GG -- PAINTED EDGE STRIPE COMPACTED COMPACTED r� O CORNER BAR FILL 4"SOLID TRAFFIC YELLOW INITIAL IL _ I II PAINTED STRIPE WITH 18" CULVERT BACKFlLI I ��lllll SPACING AT 45'ANGLE GALVANIZED FRAME GALVANIZED FRAME _~ ,_-� STRIPING DETAIL FOR THE CAST INTO RISER CAST INTO RISER L gip" RING&VENTED COVE PER SIPHONIC BREAK MANHOLE - 6"BEDDING PLAN STEWORK SPECIFICATIONS N.T.S, wWAfffffffqmS@=Wff (MIN.) t T O• t T O" NOTE:TOP OF MANHOLE TO BE LEVEL WITH FINISH GENERAL NOTES: CONCRETE BOX CULVERT G TO _ 5'-0"� 5'-0" EXTERIOR FACE OF GRADE UNLESS OTHERWISE NOTED OR DIRECTED BY 1 ALL EXPOSED CORNERS TO HAVE 3 4"CHAMFER. N.T.S. TRENCH WIDTH W .s THE ENGINEER.USE ADJUSTMENT RINGS AS / BUILDING WALL REQUIRED BUT NOT TO EXCEED 12". 2. REFER GRADING PLAN FOR PIPE SIZES,LOCATIONS,AND INVERTS. ASTM D2321 \T �o RING&VENTED COVER 3. A SQUARE OR RECTANGULAR MANHOLE MAY BE USED IN LIEU OF A- > 12"+1.25*O.D. I o PER SITEWORK ROUND MANHOLE.PIPES SWILL CONNECT TO THE ENDS OR SIDES MI O.D. 2"MI - I-� REFER TO ARCH. PLANS FOR LOCATION [SPECIFICATIONS OF THE MANHOLE.CONNECTION SHALL NOT BE MADE AT CORNERS O.D. rn OF MANHOLE. UNDISTURBED UND,)Sj�,RB8QUA� f5 2'-0" EE INSET"A"4. ALL REINFORCING BARS TO BE GRADE 60. WZ OR tap�NPA nN TE GRADES �-yJ COMPA TED COMPACTEDFINAL 24 2a" (REEF CIVIL STE (MIN) 5. ALL REINFORCING BARS TO HAVE 2`COVER. FILL FILLBACKFlLL H 36 6. OPENINGS FOR INLET&OUTLET PIPES.ARE LOCATED AS REQUIRED _ H '"f PE GRADING PLAN. FINAL �i 6 • 7. A 6'x6'PAINTED STRIPED AREA SHALL BE CENTERED ON THE BACKFILsppipENN ppLL "N„ SIPHONIC BREAK STORM MANHOLE TO PREVENT ANY PARKING OR RLINEACIKFILL COVERING OF THE VENTED GRATE WITH ANY OBJECTS.THIS STRIPED AREA SHALL BE PAINTED WTH 4"SOLID TRAFFIC YELLOW STRIPES NCHING CUSTOM REFER TO NEiG� TO 1'-0" HEIGHTS 5T 6.• V-0" AGLANS °N" z c WITH 18"SPACING AT 45'ANGLE 4" DING 4"BEDDING 5'-6" TO TO _ F -� 8. PRECAST MANHOLE MAY BE USED UNLESS OTHERWISE NOTED OR ( (MIN') 5-0" CUSTOM PIPE 5-0° CUSTOM PIPE w DIRECTED BY THE ENGINEER. 4 4 OPENINGS AVAILABLE w N REINFORCEMENT SCHEDULE BASE OPENINGS AVAILABLE - sEcnGR - I i REINFORCED CONCRETE PIPE (RCP) ALL OTHER PIPES INVERT ELEVATION .C.' PRECAST MANHOLE SPECIFICATIONS TAae OF IV MEMBERS I (REFER To ARCH./MEP PLANS) GROUT BD r CDNCR PPE AND SPIRAL RIB PIPE INCLUDING SPIRAL RIB Y / •°•''+ TO SLOPE ASTM C478-PRECAST REINFORCED MZE SKEW aF°mss aRaN SMALLER THAN 60"4] PIPE 60"0 AND LARGER r-Q SINGLE STRAIGHT- CONCRETE MANHOLE SECTIONS N.T.S. OUnET a'- • I I 'j: PIP +• o a•-• a•-,o' N.T . �--} ASTM C913-PRECAST CONCRETE w• a•-a a-r s-6• GENERAL NOTES S I � I. 6' H t I I WATER AND WASTEWATER STRUCTURES ar s'-s^ s-n " �� 5•-O" ' I II II CONCRETE:4000 PSI AE(MIN.) s-,o• k•- B-o 1. BEDDING SHALL BE CLASS -A WORKED BY HAND ENCAPSULATED IN GEOTEXTILE FILTER FABRIC. - 3'-0" J.� N�1-t COMPACTED., fio ]-G a•-, 9- IF GROUNDWATER IS ANTICIPATE 7HEN g�pLNG• CpM�ACT N ACCORDANCE WITH PROJECT \� 4-0• SUBGRADE INVERT ELEVATION JOINT:WATERTIGHT RUBBER GASKET BLE i CTON v SHALL BE CLAS 1-B PEN-�RADED GGRAVEL SPECIFICA�ONS. (REEF TO CIVIL PLANS) za• r-o•A r-tr e•-r MpTERR��ppLLS SH BEE Y EN�pPTLATED IN 6. FINAL BACKFILL NOT UNDER PAVED ARM CAN BE w' e'-z• n-z^ n'-a GEOTEXTILE F] R FAB COt PjCT IN CLASS II COMPACTED TO 959 STANDARD SECTION"A"-"A` D6• RI-e ,o'-s• ,r ACCORNDANCE WITH PRO ECT SP C FICATIONS. PROCTOR. FOR COMPLETE DESIGN AND PRODUCT INFORMATION o >= 42• 1o•-s• n•-to• a-r 2. HHAUNCH Ng SHgLL gE WpRKEU pROUN THE PIPE 7. ALLL MA1TERIBS ARE CLASSIFIED TIN ACCORDANCE FOR COMPLETE DESIGN AND PRODUCT INFORMATION r= �� GD .C.CONCRETE 4e• v'-e^ is-r is-to BY HAN�TO ELIMINATE VOIDS AND SHALL BE SL ASTM D 2321-LATEST EDTION. CONTACT JENSEN PRECAST. CONTACT dENSEN PRECAST, w w CLASS -A OR CLASS I-B QR C II. 8. ALL MATTEERIALS SHALL BE INSTALLED IN MAXIMUM x / (PE STEWORK SPECIFICATION SECTION 02751) REWiORCENENT SCH,DULE WALLS PEN-G�pEp GRAVEL TECRA H L BE FULLY .mKDe� A,nwn P_r.„.x.,me ro,t ro.wA anP"9.a m wPm.P,walW� a�ns�n 2A/GP .M„«"W«a,r<aNWW m.r19N,c„eax.NW"am m Prp Pa sass".- J�nS�n N I I s FULL DEPTH OF FRAME HEIGFTT TO OUTSIDE sEcnoN woTH •w• Hat vERT. pQ�N�CAPS LATED IN G OTEMXpT�L��IL,T IC. g LDS �,IFTS Iy COR CE�yT g�HTpMLLD _a6DPG�F�t.a,9 Wxl «�oN,"aIP.PI.a,.P",mn aen.W,Pr"wM mNm,.a« ime O_Ji-Mp m.M�d*Im."WW"a + ,«Par.a. < '� EDGE OF MANHOLE C f)ANCE WITH P EC 7557. SS III A IV- TERM ST E BE 0 20ae eW,aw,w.PPn " r.+PPa m odww.°,P•vM"et en,P. PRECAST • ate' Rac w r w cvnrmetkn ar wMcv m P u0uei dvMW,. PRECAST .' d •A' BETYFtM a'&Y 's o e• •,a)m OMPACT IN ACCOR p�PAC NEAR 0 MUM M I UR GREATER THAN T I V.o a t a 0 o to SPECIFI TIONS. E ON7EM. "P"=PAVEMENT THICKNESS TABLE aF•r k'N•oNENe 3. INITIAL RCKFILL SHALT. R CLASS I-A WORKED BY 9. LL SALVAGED FROM EXCAVATION SHALL RE FREE .y - •"' HAND, R CLp�S 1-6 pg CLASS"SHALL OF DEBRIS,ORGANICS AND ROCKS LARGE THAN "F"=FRAME HEIGHT SECTOR WIDTH ) •r 'x• b• OPEN-GRADED GRAVEL MATERIALS SHALL BE FULLY I BETWEEN 4'k 7' 8'+NPE iHICKNE55 e_ e• ENCAPSULATED IN G O XTILE FILTER FABRIC. 10. ENCH CAVAT ON S ESLOPN " GREATER THAN 6•+NPE nNI N CCppMPACT IN ACCORDANCE WITH PROJECT 3At, TR EX I ' H§L gg • REINFORCEMENT SGIEDULE.TOP SPECIFICATIONS. SHRED SHEETED RACED.OR OTHERWISLW' DILIENSICNS S'IEFL SRgK PATTERN 4. INITIAL BACKFILL NOT UNDER PAVED AREAS AN B S PORYE IN CdM LIA IC WITH OSHA K \" REGULATIONS D LOCAL ORDINANCES. (SEE INS •p• WT= oR LEss p's o E. DIAGONAL O COVER CC III COpMPACTED PER PROJECT SPECIFI TION SPECIFICATIONS Wz-r oR LESS .o e•Ew. GAGONAL a COVER 5. Fl BACKFILL SHALL BE CLASS II OR 111. WT- µ.o Ew. u o w R OPEN-GRADED GRAVEL MATERIALS t&L BE FULLY - W2=.r OR GREATER d4'�O6•E.W 1. 1.o coYER STORM SEWER TRENCH AND BEDDING SIPHONIC BREAK CONCRETE STORM MANHOLE DETAIL WI- ,GT GREATER DIAGa/ALe COVERT "W"(4'-0")MIN. w2-T oR cREtT,x 'a o 6•Ew. aAcaNAL o co ELEVATION N.T.S. D I N.T.S. DTSPHNCMH 02-16-15 DTTRENCH 12 20 04 ESE PLANS DEVELOPMENTVANDEEN REVIEWED FOR COMPLIANCE OR CITY D STATE LAWS,AND AITH THE PERMIT PPROPRIATE MAYBE ISSUED CONDITIONS PREPARED BY: SEAL BENCHMARK: CITY OF LAKE ELSINORE DRAWING NUMBER: MARK REVISIONS APPR. DATE OF 30 Executive Park,Suite 100 7 DESIGNATION#3433ION:1316.96 AGENCY:FEET.MONUMENT T COUNTY TRANSPORTATION COMMISSION. /6reenbergfarrew Irvine,CA 92614 ,oAN NOUgj' COONCRETE EVAT COLLAR.LOCATIONN::NSOUTHWESTECORNER C2'BRASS DIS WTH 10" ENTRAL VENUE AND CAMBERN t:949 296 0450 f:949 296 0479 AVENUE(DOWN 1.0').AGENCY:NGVD 1929 WALMART SUPERCENTER#2077-07 C-7■O N. 46039 20260 CENTRAL AVE LAKE ELSINORE,CA 92532 SCALE: DRAWN: BB ON-SITE IMPROVEMENT PLANS E p•12 1 * N/A SHEET 23OF38 RE B E 83156 DATE 8 `19 STORM DRAIN DETAILS FILE No. ~CITY ENGINEER J OUR A RCE No. 46039 DATE U?4Tf OF tAA��`! DATE: CHECKED: JP April 10, 2019 1 't Filename:P:\2008\2008006e!�CURRENIDRAWINGS\-PRODUCTION FILES\ONSITE\200800688-C-6.0-C-9.0-Or i 1 2 - 3 14 5 16 1 7 18 19 10 111 12 1 13 1 14 1 15 16 17 118 1 19 1 20 R/W WIDTH'W'PER BMP I (P)6'CURB WIDTH'W'PER BMP A DATA TABLE VARIES (&GUTTER WHERE DATA TABLE APPLICABLE) TG PER STORM 2'MIN 2'MIN SHRUBS OR NATURAL/ORNAMENTAL 2'MIN 2' MIN .a, P AASHTO 4 BOT ELEVATION TG PER STORM GRASSES NON-MOWING TYPE) _ PARKWAY FG PER (P)CURB CUT P AASHTO 4 -SHRUBS OR NATURAL/ORNAMENTAL DWVN PLAN BOT ELEVATION 4:1 SIDE SLOPES O PER GRADING DRAIN PLAN ( -1 OFFSITE STREET LOCATIONS PER O LOCKABLE GRASSES(NON-MOWING TYPE) STONE PAD WHH PER LANDSCAPE PLAN(TYP.) GRADING PLAN STONE PAD WITH SCREW CAP PER GRADING NEXT TO PEDESTRIAN : _ 4:1 SLOPE AT P LOCKABLE-" I 2%MIN PLANS 4:1 SLOPE AT PER LANDSCAPE PLAN PLAN AREAS ONLY 11 10,CUTS _ SCREW CAP URB CUTS 4:1 0.5' A•1 4:7 I 0.5' '.• ,: EVERY B <'• - ... .` 'v 50 OF UNDERDRNN A. (P)6"CLENOUT®EV ,:. .' .) ;I... $TD,AGEOPE S RDWWD'. TU,AGED tiARDYl90D 9 w SOIL DATA BMP DATA -PROP THEFT OR ..:r: 1AULCH kkYPR` '.,.; MUI,C,H AAYER.PER.,'. :,".„ .''' ENGINEERED SOIL �` w.�-m... I f MINERAL W ^C .. :'I'.'•` rGRATE INLET.SEE STORM {.A410SCRP,E?LAN,(TLP,T. •�a. z iANDSCAPE:PTAN.,(T'YP.)•. MEDIA PER NOTE AND �� f COMPONENT PERCENT RANGE BMP d, ��ORAIN';PfNW FOR TYPE:. J a -w •1 l DMA-1 58.7'-79.4' 3' ENGI EREQ'. OIl" .. SOIL DATA TABLE . I EER 1L ,�a SAND 70-80 MEDIA NO :AND ?•-• : ENGINEERED SOIL o NGN. .ED SD f• f w - IA�PEk NO DMA 2 53.8' 1 5DATAMED `CE A,N .,:SOIL T .''F� ."' •".. .'-. ;.+•. :. P:4 o_ '... . . ' : .: NEDIA;RER,.NOTE.AND:..... .: � (P)DROP INLET <� •�` °..,B S ':.1.,• I' _ w�a _ SILT 75 20 I; I, SOIL-OTYTA T(dIL): ' z •S(jIL•DATA,3AB4E.•:. OR GRATE INLET. im f. I DMA-3 4'-19' 1.5' w s m cj `:(P)8".•OLfANOUT o SEE STORM DRAIN .�'.' ( o ;EVERY"50'.:(jF. C DMA-4 12.5' 1.5' :. '. .. c. •... :f. ® zo z o •. PLAN FOR TYPE. zd `::I.` a UNDFRbRAN s' , , .. ... ... .. .. . . ... ... .. .. ',' DMA-6 11' 3' .f. ... ...P 0� 7o'STONE. .. ........ ... . f..AASHT .., .,.... ... 1 , .1;:...f DMA-9 16.5'-77.5' 1.5' .^( HTb: L1.STONE; . NDERDRAIN GRAVEL(.IYF')_:..:` , • . ' -' .` IMPERMEABLE "UIMDERDRAIN:.GRAS1.{TYP).. :: ..v . .. .. ... ., , .. :. .��.:.�: ,�'� (P)IMP .:, . v. LINER .. ,. :.. z 5=0.005 MIN SIORETENTION FACILITY NOTES: •,�,, S=0.005 MIN I I D __ ENGINEERED SOIL MEDIA REQUIREMENTS• P OUTLET STORM b ;777 ` r:a i THE ENGINEERED SOIL MEDIA SHALL BE COMPRISED OF 85 PERCENT MINERAL p , '�. �s.�;+• O COMPONENT AND 15 PERCENT ORGANIC COMPONENT,BY VOLUME,DRUM P 6'PERFORATED (P)IMPERMEABLE DRAIN PIPE.SIZE, (P)6"PERFORATED MIXED PRIOR TO PLACEMENT.THE MINERAL COMPONENT SHALL BE A CLASS A () (P)OUTLET STORM SLOPE,AND ELEVATIONS PVC UNDERDRAIN. SANDY LOAM TOPSOIL THAT MEETS THE RANGE SPECIFIED IN THE SOIL DATA PVC UNQERDRAIN. LINER DRAIN PIPE.SIZE, PER STORM DRAIN PLAN SEE SHEETS C-2.3 TABLE ABOVE.THE ORGANIC COMPONENT SHALL BE NITROGEN STABILIZED SEE SHEETS ,AND - SLOPE,AND ELEVATIONS (P)RETAINING WALL TYPE 1A PER CALTRANS STD.B3-3 AND AND C-2.6 FOR COMPOST SUCH THAT NITROGEN DOES NOT LEACH FROM THE MEDIA. 2.6 FOR C-2.5,AND PER STORM DRAIN PLAN BACKFILL SPECIFICATIONS IN SECTION 8.6.4 OF PROJECT LOCATIONS AND (P)RETAINING WALL TYPE 1A PER C-2.6 FOR LOCATIONS - CALTRANS STD.B3-3 AND BACKFILL AND ELEVATIONS. GEOTECHNICAL ENGINEERING INVESTIGATION REPORT(TYP.) ELEVATIONS SPECIFICATIONS IN SECTION 8.6.4 OF TYPICAL BIORETENTION FACILITY DETAIL (DMAs 1 & 2) PROJECT GEOTECHNICAL ENGINEERING TYPICAL BIORETENTION FACILITY DETAIL (DMAs 3, 4, 6, 9) E NJ S. INVESTIGATION REPORT(TYP.) N.T.S. F G SITE SPECIFIC DATA 9y T AROAXT AWBER 7764 BY OWffRS �A� ORDER NUAIBFJt ---- ' PROTECT TARE cAMBERN SFDPPWC CENTER aAL, ..---------ems E H PRq/ECT Loa4wm LAIIP ELSWORL G IERRC4C _ _ ! /� �C� MIAPKALE S7RUCNRE D D94 5 U AMAVOLD BED / E IRFATMENT REQUIRED ! - PATfMEO C PDN0ER 7577 V17LUllE LNSED(CF) FLOW 84SM(CFS) A - VW ARFA F TRFA77WNr INL.AWA&E(FT) NIX ci' ` •`� `� ' PEAR BYPASS REQUIRED(CFS)-MAOPIAGABLE DYERT DOW PIPE i,� „r?L,__: I 8 APE ABTA IF A44UK DNMEIER SEE NOTES PRE-FB.7E7 GARITD(TE SEE NOTE 1 INLET PIPE 1 1296.39 H/H'E 8' . INLET PIPE 2 N/A N/A N/A Qw 6._._.. OUTLET%Pf 1T9.L60 IBPE 24' � _________ '_--------- !---- ____________------- SEE NOTE2 PRET,VAIVENT &OFXM4RNI &SCYd4RL7E INLET�+E LEFT EAW VIEW - R/N ELEYAWN 129841 129841 12984T � DAAA'DOWN(!A'E SEE AYNE4 -! .•`t SURFACE LOAD POWSIRMN OPEN PLANTER PEOESIRWN i' ' D ! FRAME&COVER 2a e30" N/A 024" PLAN VIEW I WE7LMDM£SA numr(CY) moo, L ORIFDE SZE(ON.INCHES) OU07' d NOTES-P�tANAN C NOT FOR AT 12 41. 14'Ol£RT LE TO 18' '. SET IN UPSTREAM G7LW 84S/N AT 129L41. ='- �� lT�NaT BE ADDED INSTALLATION NOTES c/L ^ AUN&ro1E G/LtPLANTBtA&mAto4T -MI6'{.- I------( UPON REQUEST I. C'O4NR cm ro PROVDE ALL LA6X EQUIPMENT,A 4OWS AND 1288.41 lizBOA' TOE agrALL WCDENTALS REOWRED ro OFTLON AND INSTALL THE SYSTEM AND RW/FG _, PIPE AW BW C. ON APPURT19VAICES W ACCORAVJCE WITH HIS DRAWING AND 7HE -r. ANUFAC7URERS SPECRiG7XkU5 UNLESS OTHERWISE S7ATEO W ------------------ W4/DYERr !. .� SIZE i2'-15'-t8" 24" 36"-42'48--84"-60 MANUFACTURERS CONTRACT BYPASS T " °" t ;-� A 32, 48, 80" ST.25' 2, UN7T MUST�IWALLED ON LE147.WE WAFAC7URER FLOW- K REWA#AE DS A AWG(UM 6'LEVEL ROCK 845E UNLESS SPEGFIED BY CONTROL N TN h;P •4b 4.r.'', @ IB" T2" f 02' t 20' 7FN PRWECT EMSMEER. CONTRACTOR LS RETPOM41&E TO VERIFY RISER '� "��`^ ':!+ _, C 30, 44" SA" 46' PROTECT ENGINEERS RECOMMENDED ENS SPECIRC WAS �` ' 4. CONTRACTOR 70 SUPPLY AND INSTALL ALL EA7ERAKL COAWEC'IWG 1 ••• " _ , 50 PIPES ALL PIPES ARIST BE fLtSH WYWN WSDf SIWFACf OF IE OUT -_ _____ .� E 24- 76" 64" B3' CWCWETE(PNES CARVOT W7R W BEYOND FLUSH). WAW OF I OUTFLOW PIPE MUST ff FLUSH 077H DISCHARGE"CH4MBER FLOOR. B" 1Y-0- -1�6' 64 9-O ALL PIPES SWWL BE SEALED WNTER 7W PER Al4NWACRARERS STANDARD C'ONNECROX LETA#- x.OPENI 2b' 32` SS" 78' 5 CONTRACTOR RESPONSWLE FOR W5rALLARON OF ALL RISER$, ELEVATION VIEW NINNT END VIEW WT/L8 1.380 3.100 8,100 11,400 AA4Waa AND U47UES CONTRACTOR ro GWWT ALL AA4WDLES AND HATCHES ro U47CH F7AMYED SURFACE MESS SPEq OTHERWTSE GENERAL NOTES: 6. VEGERWN SUPPLIED AND INSTALLED BY OTAM ALL URRTS KRI L VEGETARON MUST FAT£DRIP OR SPRAY WRM ROV SUPPLED AND TREATMENT am(CF3) 0.462 1. PIPE�ENING IN FACE OF WALL WILL EQUAL PIPE I.D. WSTALLED BY 017ERS 7. CON7R40OR RESPONSIBLE FOR COMACTM BD CLEAN FOR A-DIXIA'f>HERO(FT) S4 FOR 1Y-36'DIA.PIPE. PROPER ACTNAW V BY AA 90 REPRESENTA7WE: 677H OUT 2,O6"FOR OW BACOMANEAOWALL PRE7RFAWT LOACW R47E(1PM/SF) 20 GENERAL NOTES WFWAID MEW iC1/01YG RATE(GTWF/1) 1.0 6`TO 27'FOR ON HEADWALL i i. M4VUFAC7URER ro PRONDE ALL A/47ERWS LIDLESS OTH£RW75'E hD7E0. P ^�' : MWS-L-8-T 6-V--4-8.5 3.AV b SW REQUIRE NO RE INFORCEAENT PER SDCI DESIGN ■ MMTERSA 2. uL ELEvaTTONS sPEC/FMATDNs AND GPacN1Ls ARE suR/Ecr ro - ".�, , , ,,,,, g'O CI�i� STORMWATER BIOFILTP477ONSYSTEM ■D C{NM18'E: FUR PRCUECT SPECE7C OPotWUVGs DfTABANG EDICT DANEN3'DNS;NEDNfTS °rw a• xr arar mrraN< PRECAST WINDED NEAOWALL DETAIL SCN.E�NTS' PN•7.8�-737.0707 DNGW ET-200 aN0 ACCE55OAL5 PLEASE caNracr ero GYE N. Ai are STANDARD DETAIL REV DATE: 11.1f4 SHEET«t OF, THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS PREPARED BY: SEAL BENCHMARK: DRAWING NUMBER: MARK REVISIONS APPR. DATE OF DEVELOPMENT AND/OR CITY AND STATE LAWS,AND A PERMIT MAY BE ISSUED. 30 Executive Park,Suite 100 RAF OW4L DESIGNATION#3433 AGENCY:RIVERSIDE COUNTY TRANSPORTATION COMMISSION. CITY OF LAKE ELSINORE /6reegbergFarrOw : FOUND 2"BRASS DISC WTH 10' Irvine.CA 92614 i9 o�N NOUgt� CONCRETE COILLAR.LOCATION:SOUT6.96 FEET. HWLSTECORNER CENTRAL AVENUE AND CAMBERN �J t 949 296 0450 f:949 296 0479 " ' ° 4;T AVENUE(DOWN 1.0').AGENCY:NW 1929 � WALMART SUPERCENTER#2077-07 C-/ ■1 D / _ No. 46039 SCALE: DRAWN: BB 2�CON-SnE IMPROVEMENT L AVE PLANSA92932 SHEET24OF38 �(�(ivti.y •y/`�'- p � 'L�- �9 Y � ExO.12 31 20 � N/A R-REMON HACIT IBENG RCE INEER 83156 DATE c4hJ OUR AD RCE No. 46039 DATE �4TF DFI I,_ DATE: CHECKED: JP STORM DRAIN DETAILS FILE No. April 10, 2019 (� -?j �j F11-me:P:\2008\200800688\-CURRE14MRAWINGS\-MDUCTION FILES\ONSRE\2008D0688-C-6.0-C-9.0-ur 1 1 2 1 - 3 4 15 6 1 7 8 19 110 11 112 113 14 15 116 117 118 119 120 A SITE SPECIFIC DATA SITE SPECIFIC DATA PROECr NUMBER --- 77" PROJECT NAIBER 7764 PROJECT NAME cAAMfIM'SHOPPING UNMET PROJECT NWE CAAIBERN SHO°HNG CfMER PROJECT LOCAWN LIKE ELSIW&04 MomC� qAy PRauE'CT LOCATION LAIf ELSTom C4 90Fr Ev£ t'-1' C/1 ( Ntl B STRUCRRE OW 7 VAD AIE.1 MMWA'D IMNNOCE S7RUl'IflRE IB DMd 7 ✓,DES �AWA MMAULD MAVEN __ IRA 7"REQUIRED ------; IRUTADNr REOLIRED _ - - - - ------ w1 BE BISm(Cf) FLOW B45ED(CFS) C� VOLUME SUM(CF) FLOW 84SED(cis) WA a6• N/A 0.s+ , iRfA7MENI{KIN.ANIIABLf(F7) 29 -- :r IRU7M£NT HICL AVAILABLE(f'(f N : - y -• .X __ �, , __ PEAK BYPASS REO/RED ICES)-If APPLICABLE EVERT PRE-FILM? . .> ' SEE AIO/ES PEAK BRASS REPUIRID ICES)-IF APP((CI&.£ "r*,A SEE M77ES 411, PPf OITA CE AATERML OAAD!ER GR1R#.GE '` -:_.:___ _ _ __ ____ }___ _____ _____ _ �$; P/Pf OITA Lf. AA7ERML _ _____..___ _ _ __ ___ _-atqmw PPE 1 1297.78 PIC 8" A4gET PPE AU7 PPE 1 1297.78 PwC INLET PPE 2 N/A N/A MIA SEENOES NMfr PIP£2 N/A N/A AM LOVE BED OUILET PPE 129572 Plc 8' I-1, B' 4'-0' OURET PPE 12PA72 PIC 6, tO• PRETRFTMFNT BCEI.7RANW 050MRGf -5'-0' PRETREIMENT B MRMTON RAM IIfM7KIN 1300.11 r30Q 11 130R 11 RMN EIEIAIMW 1300.11 130all SURFACE LOW PEUMIAN OPEN PLANER PEDESTRIAN PLAN VIEW LEFT END NlEIY SURFACE LOAD PED£SMAN OPEN PUNIEN PfD IRON PLAN VIEW LEFT END VIEW FRME&COVER "' N/A /24" FRAME&COWER, oz. N/A ON' WE7LMIDMOA V&UI E(CY) 6.72 WFTUNDMEDN YOUAE(0 6.72 otwAT sw(DER BDTDS) /211" DREDGE S2E(DA.IMCMSI 0211' D NOTES:PRELIMNW,,NOT FOR CONS7RUCIM..18'DWRT LE TO Non PRELIM/NARY,Nor FOR CCAW AIC M.18'DIERT LE TO HF SET IN(2)UPSTREAM C47CH BASIS AT J298.a1+(3) BE SET IN(2)UPSTRE 104M StSW AT 1299..03.+(J) - MMS-L-4-19-V REMW TO IWAT 70TAL FLOW. MVS-L-4-19-V RETJURED ro TREAT 70TAL fIAW. YfGETA7IR - lf7rYTA" INSTALLATION NOTES � � .,. AMMptE INSTALLATION NOTES mlow T oil 7. CONTRACTOR ro PROl70E ALL LABOR,EQUIPMENT,MArERWS AND 1. CONTACTOR ro PROVIE ALL LABOR,EQUFMENr,NMIERML.S AND 1300.11 AIEOAI 1300.11 130a)J A6DA t 1J Av"ALs REWIRED TO OFFLa4D AND INSTALL THE SYSTEM AND .. JNCIDENTALS REOUPm ro OTLLW/AND INSTALL THE SYSTEM N10 THE MANUFAC APPURTENANCES RPCCIR nOkS WITH 07 AND IN RAM _ s..gi:. �', y AMWI� T- i , AtFNUFA�C1WNCES L SU'PE E OTC AND ---------- L;� MANUFACNRERS CoWm4Cr. wAnENr L MANUFACTURERS COWR4CfF2. UNIT MUST BE WSTALLEO ON LM BASE. MA,IWFACRAW? HRIDARr 's`• �CON/Rtl[ 1. UII MUST INSTALLED W IEYR BASE A6WUFAC7URfR FMa�T l ' CO17Abf. -;Vj RECOAWfNDS A ABW"6'LE141 ROCK BASE UMM SPECIFIED BY BYPASS r"" ^Y RECOMMENDS A MAIMUM 6"LEVU ROCK 64SE UNLESS SPEi'IRED.BY B)F45S' � s'4�.0 E PROJECT MO M.. CONTRACOR IS RESPaksw ro VERIFYLZRZAL" „�.:, v�'w::. ' h THE PROJECT ENGINEER. OMM07W IS RESPONSIBLE 70 IDFFYPRaJEcr ENGAcm R£commu D£o 845E s-ram nows E N £ ; PROECT£NONEERS B£caMM£NOm&.SE SPEcrFNATWNS E AN3ALL PIPES MUST BE FLUSH WITH MSIBE SURFACE OF CONCRETE " L , 3 ALL PIPES MUST R FLUSHWI7HINSIDE SURFACE of CONCRETE(PIPES CANNOT/MRUDE BEIDND FLUSH): MM1•W OF OUTFLOW APf .,=a,a�_. _s s n a..,__�,.•.. �_ E OUT �& 11 (PP£s CANMDT INIRUo£BEYOND FLUSH). INERT Of ournoW PIPE_ _s EaMrT---MUST D FLUSH W1 L DISCHARGE O TER TI FLOOR AIL GAPS .BASE MAST AROUND RUSH N77H PIPES SAMIL orDISCIARGESE4tfD CHAMBER FLOOR. ALL GAPS GROTMD PIPES SHALL BE SEALED WATER ARCM AUN A NOR-SFRMII 6" -0" - 6' ;o GROUT PEPS MANUFACTURERS STANDARD CONNECTON DETA# :JWI. 0-0 - MEET PER AWIL/fREMMRS FFSTA CO D CTON SIJN(RDS AID SfLALI. MEET OR IXQFD RfO0A49L PPf CONNECTOR STANDARDS !" MFff OR EXCEED RFGIOW.PIPE CONNECTION STAHOAROS a PIPESclan ro s7PPLr AND INsra.L ALL EXTERNAL CONNCTWNG ELEVATION VIEW RIGHT END VIEW 4. PPES CTOR ro SUPPLY AND INSTALL ALL.D'7ERNAt CONNECTING _ - ELEVATION VIEW RIGHT END VIEW 5 OJMRACIOR FfSPONSUBLE FOR MIXUAWN OF ALL R6DM 5. CONMCIW RfSWARE FOR ISTAUA7WWN OF ALL RISERS, F MOINCLES AND R47CHES:CONTRACTOR ro GROUT ALL-MW OLES AND - MANHOLES AND MICHES CONTRACTOR 70 GROUT ALL MWHOfS AND MMCYDS TO AMIOH MOO SURFACE MISS SPECIFIED OTHERNISE. nOTMENF FLOW(CFS) am 847MIES 70 A47CH FINISHED SURFACE UWESS-SPECIFIED OTHERWSE � IRFAMENT FIX(GFS) 0.202 8 DRIP AC SPRAY APONSME OR CON C ALL MODULAR W77N V 03 FIIN. 6. DRIP OR SPRAY A�070V REOURED ON ALL UNITS TWIN WNEDUM. 7. CONTACTOR RESPlRNSSF FOR CONTAC7b�AF70IAR WE7lAADS FOR OPERATING NEAR(F7J 29 7 CONNECIOR RESPONSIBLE IBLE FOR CONACTNG MOD"NFAAADS FOR OPf8A1ING HEAD(FT) 2.9 ACMAWN OF UNIT. MWUACTUWS WARRANTY AS W7R WIN OUT PRETRFAIMENr LOADING R47E(CPM/V) 1.8 ACI7MIDW OF UB7: MANUFACTURES WARRWrY IS YOB WRN OUT PRETRETMENT LOMM RATE(G -19 1.8 PROPER AC7IW TON BY A MODULAR WETANDS REPRESENTARVE PROPER ACIWAMV BY A AM"WETLWDS REFRESENTAIM GENERAL NOTES UNITS 1 &3 *7uw Mom Laww RI7E(GPM/SF) I To GENERAL NOTES - UNIT 2 A67w MEOW LOWING ROE(GPM/SF) 1.0 I. MAMPACIUR£R ro PROVIDE ALL M40WS UNLESS OAFRIRSE NOTED, MWS-L-4-19-V-4`-3.5" 1. ,MMPACnMR To PROWOE ALL 94UW.S UNLESS OTHERWISE ND7m. ue rA txrxan wry PR'.1°Po'ETARY MDB C01IfI0ENIAL MWS-L-4-19-V 4'-3.5" I ALL IAWNSVWS' EIEM7N/NS SPEC97 WNS AND CAPACITIES ARE SUBJECT 70 R0"IX1F°�01e°P"10x rr nxarnx s 2 ALL DIMENSIONS IINAWVIS SPECIIAWS AND C.4PACIWS ARE SUBJECT TO ° �e'O�rR""�� "E s I Clean STORMWATER B/OFILTRATION SYSTEM I Tx°��"a's "ff p°tlN"'PLO 11S a"E"� I STORMWATER B/0FR7RATiON SYSTEM L'IlANGE tTR PROECT SPECmC ORAWIGS OETAIRG EXACT lMMENSlONS WE1CM5 >,erAaq AauM: xm w rxreae enuvs mmi ur AND AC FOR ES PU r E CWA DIAN7NGS UER.VG EXACT M NS/Ol'S 11IIGWTs +aser,�,+m..Mz>:e tsrx a:awn w mrw xr;WA zmas,w A.ntem ARAT<D,onx x> srnuv x wn ae +oapy�wnwrmwrra dauars xurm w,ew x r ae a+wArr xoan n¢xmw AND ACCESSORIES PLEASE'L'OMACi MAN/fAC7URFR. omeAwars ., A STANDARD DETAIL AND AccEssoRDs PLEASE cDN7Acr MAMRAcnRER oma a,erg�mns muz xm�x rF a A STANDARD DETAIL G SITE SPECIFIC DATA SITE SPECIFIC DATA TON RAK PROTECT MEANER 7764 PROJECT MATTER 7764 C/L RE7UAI)AEOI ESTA&13HMENT - FN7CH MEW ORDER NUMBER NERANDIOMM oBoER NUMBER --- V ERFICORNN _ EYdM t£RIGAL ------- PAlEA7E'D , PROJECT NINE CAI44M SHOPPING CENTER UND MIR M - -- - - - BED PROJECT AWE CURERS'SLING CENTER PONVEB MOMFULD L PROJECT LOCA7MN LAKE ELSMURL GA IAAMffi0 - 7MTEN7ED PROJECT LOGIBON LAKE ELSINORE,CA M ARSA S. 57AUCRRE ID UA 8 - H & � SIRUCTf/RE DD DMA 10 { ' AREA 1RU7A8NT I7EWRE0 i>iF.A]M'NT REQUIREDBRAIN DOWN ONE V&UIE am(CFJ 1 ROW BASED ps) � 2� ,5,,¢�' J wILy if am(CFI FLOW BUSED(Cfs) `•, ;�,` .�"�-'y N/A a2 N/AFER 0.1 PRE-EATER ' L 7WAIMEN Hot AWkA%E P) N/K SEf NA71f5 CARTRI t, ti TREATMENT Na AVMABL-(PT) N/K G4RIRfM PEAK BYPASS REOURO(M)-M APPLICABLE 4.94 , ❑ `;.".. ,�. ,, -'�,' ( )- LDG18Lf 1.361 PEAK BRASS RfWRfO CFs P APP FIE GAZA LE M4MK DMME7£R ,� '% _ ,�.a- i+ ♦APE DATA LE 947DW DAAE7ER OIL AWET PPE I N/A N/A N/A - -- vC INLET PPE r WA WA N/A MET PIPE 1 WA WA WA -- __._._._. INLET PIPE 2 -N/A N/A N/A OlREF PIPE }ZA849 HOPE 18' OUTLET P/Pf 1290.77 AVE 11' .h.y S/7E CURBLNG �NO7 PREIRFAWNT BOX MDOW USVIVIIE DAMN DOAW LINE PRETREnm BWMrRAno,N awmw BY OTHERS RAM E mnot;N 1302 to 130210 im..10 �• LEFT B END VIEW AWL ELEMMY 13Oa48 1300.48 1300.48 6" PLAN VIEW sr7 Raw PLAN YJEW caR� - SURFACE LOAD Pm n?m OPEN nANm? Pm£smw SURFACE LLawFE0ES7RiW OPEN RANTER PEDES7RIll! Y PRUDE&COWR 2U f30" N/A 024" F1AME&COVER 36-X 36' N/A N/A CURB OPENING C/L -LEFT END VIEW WETUADMEM4 l2'LUME(CW 5.62 WETAMMEm WLUME(CY) 4,80 t3Lm.48 ORIFICE SIZE IBA INCHES) 02.32' owrCE SIZE(INN.ScI ES) 01.53' CAL J FwfLBaNaRr,NOT NDTEr PRIuMNaRr NOT FOR coN5777ucTraN. INSTALLATION NOTES INSTALLATION NOTES A E WEGErAnoN i, CON]RACR I A. TO TOPTDVI7E ALL LABOR,LABOR, W/PADM,MA7ERt4f.S ND CURB OPENING �� t. CONTRACTOR ro PNOVIE ALL LABOk EQUIPMENT AVI7ERM15 AIIN INCIDENTALS REWIRED TO OFFLOAD AND MSTALL THE SYSTEM AND CAL CA PLANT INCIDENTALS REOUIRED TO OFFLOAD MID RSFALL PE SYSTEM AND APPORIOWICES SI ACCORDANCE LESS 0 E ANDS 1 MEVA ESTABLISHMENT MANUFACTURM R5 1BOMS UNLESS OTHERWISE SIXIEa IN i I , AND nE WNJFACRAR£RS SIMCONTRA01T/ONS, , AANUFACTU?SS CONTACT.MW(lfAL`iURfRS CONTRACT. RAI/ED - ,� 2 UNIT MUST BE INSTALLED ON LE14Z BASE MANUFACTURER --r-------- IML 'fT- A n '?+ 2 l9df MIST<E'INSTALLED ON LEYA.BM1SE: ACWUFAClURER 1$AR'TRd +. =r k RECOMMENDS A M WMN 6'LEVEL ROCK 845E UNL 55 WOW BY FLOW C'ON7R0! PEAK TINY .`. �, i R00014D�A MMMUM 6"LEVEL ROCK 845E UNLESS SPECIFIED BY EY7£ASMNN RE PROJECT ENGMEfR. CWTRAC70R IS RESPONSIBLE 70 VERIFY RSER I �E Fla , THE PROJECT EIMJNDER. DONiRiClOR S IESPONsIBCE ro WfR/fY , PROJECT ENGINEERS RECOMMENDED BASE SP&WMAZINS. 'a { PACUECT DYGYMERS RECOMMENDED 94SE'SPECmG7M. - R LOIF!!Yk 4. C'ONTIACTOR TO SUPPLY AND INSTALL ALL DIFRANL COAWCRNG 't+a; '; 4. COM7RAC70R 70 SUPPLY AND INSTALL ALI EY7fRML CONNECRND N .... , .y,..+t ::: ice:+ a� ; PPfs ALL PIPES MUST BE MINI INSDE SURFACE OF r ^„ PIES. ALL PIPES MUST✓E FLUSH N7TH INSDE SURFACE N __ - - CONOREfE(PIPES GNNOT ANTRUCE BEYOND RUSW). lIJIERT OF LE OUI --...n----g= t Gomm(PPEs CANNOT INTRUDE BEYOND RUSH) NwRr OF OUTFLOW PPE MUST BE FLESH WIN DISCHARGE CHAMBER FTIIR OUIROW PIPE MUST BE FLUSH{WIN DISCIM"CHAMBER FLOOR E out } ALL PIPES SHALL BE SEALED WATER A WT PER AANUFACURfR'S rzd a -a' 4't1` ALL PIPES SHML BE SEALED NNIER?Of PER MWUFACIUMM �y8��-��JJ�) SrANA9RD COMNENON OETAM. iJ=O' A=o' -{ STANDARD CONNECTION DETAIL B" 1. `�f 5. CONTRACTOR RESPONSIBLE FOR INSTALLAMN OF ALL RISERS 5 COWW70R RESPONSIBLE FOR INSTAUUDON OF ALL POSERS �+--5'-0`� AWIlOLES AND 8404M CONTRACTOR TO GROUT ALL M WO ES AND AmMq=AND HATCHES CONTRACTOR t0 GROUT ALL MANHOLES AND ELEVATION TION VIEW 8l5£_ HATCHES TO AA70Y FM%WED SURACE UNLESS SPECIFRD OTIE Ws'E ELEVATION V/L�V R/GN7 END VIEW MICHES 70AMICH Mt"SURFACE M.SPECMTEO OINEWISE. 5 WGETAWN SUPPLIED AND INSrALLIT BY 07X9N ALL UM7S W17H 6. WGETAWN SUPPLIED AND A5TALIED BY OTHERS ALL UNITS 077N � RIGHT END VIEW L WGFIAT70N MUST PAW aIIP OR"Y RRMAON SUPPLED AND INTERNAL BYPASS DISCLOSURE: TIEARIENT FLOW(CIS) 0.2 WGETATW MUST HALE DRIP OR SUNRAY IR077ON SUPPLDm AND INTERNAL BYPASS DISCLOSURE: TREATMENT ROW(CPS) OILS MSTAU0 BY OWNS. INSTALLED BY DAM W III AND CAPACITY OF THE PEAK CONW)ANCE MEOW 70 N RENEWED ' 7. CONTRACTR REVVASW FOR CONTACTING�CLEAN FOR THE L IRO AND CAPACITY OF THE PEAK CONIEYAWF METHOD 70 BE READIED CPERATW HUD(FT) 20 7, CAMUCTOR RESPONSIBLE FOR OWACiMG 8D CLEAN FOR AND APPROVED BY 7W ENGINEER OF RECORD. HGL(S)AT PEW FLOW SNAIL Of OPERAnNG HEAD(FT) 34 ACTNA7pN OF UNIT. MN'ACROERS RKWNTY S VOID AKIN OUT AND APPROVED BY DIE 00WG ER OF RECORD. HO(S)AT PEAK FLOW SHALL BE PRETREATMENT LOADING RATE CPAI ACWA77ON OF UNIT. M4NPACn#M WV 47Y S VOID W N OUT ASSEW to ENSEIRE'No PROPLR ACnVAWN BY A U0 CLEW RYWESENTArME ASSESSED RD ENSURE AID UPSRREAM FLOWING PEW Hot AND BYPASS ( 1.2 PROPER ACTM17ON BY A 810 aUN REPRESfNTAT]VE SHOWN ON pR4 FARE ISO FOR tZANCE MY 8/9A55 PRE7RU7MEM LOADING 7447E IGPN/sF) 20 GENERAL NOTES CAPFACIY SHOWN ON OAAWNG ARE USED FOR WILAM'£ONLY WETLAND MEDIA LOADING R47F(CPM/Sq 1.0 GENERAL NOTES MERAND AEUA LOADMC.RAIF(DFM/SF) '0 I. U WACnM TO PROVIE ALL MATERMLS UNLESS 07HERWSE NTET. � MWS-L-S-12-V-3-6.5" I. MANUFACTURER Fo PROMF ALL MA7ERAL.S'UNLESS OTHERWISE NOTED. - MWS-L-4-Ag-G 9-7 5 2. ALL DMENS04 QEMTWS SPECIRC,ATXAS AND 44PAODES ARE SUBJECT TO rrr+caaxmv mnam x rra ivuacvr a xc mr 2 ALL DWENSONS A MM SPECmGnOS AND C414C IES ARE RR4!CT TO mr xma,muv x rra axrruys x,arF a!� CWAND: FOR Pma/EGT SPECIFIC AIU MAGS DETAILING WCT DMENSONS,w7GHIS � - '�'�` �P ff« >'�' M vl® pn STORMWATER B/OF7LTRATiON SYSTEM GFAwa: FGR PNsAcr sPfr.Ik•DRaMMGS DfrAITNc fXAcr aA laNs wElwrS al �P �P glo ��qn STORMWATER BIOFILTRATION SYSTEM MD ACCESSORIES PLEAS£CONTACT BID CLEAN. `+ :A"Txw„""� , xx" ;.,o- Arewa STANDARD DETAIL AND ACCESSORIES PLEASE CONTACT ab cLEaN. ' ,uwr.�xi�xnTa wnYxaaiam�rrcrart».a AAaeew STANDARD DETAIL M .V F•13- THESE DEVELOPMENT AND/OR CITY AND STATE LAWS,AND AITH THE PERMT MAY BEIATE SSUED.NDmONS PREPARED 8Y: SEAL / BENCHMARK: CITY OF LAKE ELSINORE DRAWING NUMBER: MARK REVISIONS APPR. DATE OF 30 Executive Park,Suite 700 DESIGNATION}3433 AGENCY:RNERSIDE COUNTY TRANSPORTATION COMMISSION. / rau 2"BRASS DISC WITH 10' Irvine,CA 92614 SDaNNOUgI�G CCO ARETE COLLUME LAR.LOCATION:NSO TTHWESTECORNER OCENTRAL AVENUE AND CAMBERN GreenbergFarr t:949 296 0450 f:949 296 0479 AVENUE(DOWN 1.0').AGENCY:NW 1929 - WALMART SUPERCENTER#2077-07 C m 7■2 >N.. 29260 CENTRAL AVE LAKE ELSINORE,CA 92532 SCALE: DRAWN: BB A6039 g_ZI_19 E.Pt2 1 r N/A ON-SINE IMPROVEMENT PLANS SHEET 25OF38 o6/0Bit9 STORM DRAIN DETAILS FILE No, REMON HABIB RCE 83156 DATE '0.ITF IV%N- �� DATE: CHECKED: JP AeflNA3 CITY ENGINEER J OUR AD RCE No. 46039 DATE OF CA�� April 10, 2019 Filename:P:\2008\200800688\-CURRENTDRAWINGS\_PRODUCTION FILES\ONSITE\200800688 C-6.0-C-9.0-CT - 1 2 3 4 5 6 7 8 9 1 10 11 1 12 1 13 14 1 15 16 17 18 19 20 A PEAK FLOW EAVYi'q'AY esw.maU lEKAlXAV ANY MART "ss�feAa" F>R ssNDly N Dwxr OUTLET ' I RRPkC LOW1, WHERE E-9ASfN IS TO STRISC 4RTHlN THE LIMITS flF fx15ttNA OR Pftfl➢OSED B 70!FLOWS(08'PmFL CLEAN SYSTEM dO C1FMJ GifRI SRE C7APB ANO CUTTER _ __ _ ANEW AR fs WJ LWS?0 SUCH LR,THE TAP: OF THE SAM MAY eE LOGRYM'ANY MN4Y ----- a 3:52 POVRED EITHER M we WITH THE SIDE ALK OR SEPARATELY,U9NC THE SAME CLASS PER Chk By OTHERS ______ _____________• (/rsUPPIJID BY OTHERSPRDN6€D X91N A> R�P4ANE A [2;f )�lE 1'GSq TEmiV1Y ARCUNDE vfTs THE E%TERNAL PERIMETER DF THE CATCH 0 SIN VIAiLS IN*_V N[¢kGROSS iH FUil YdRTN EE ££ (.. P R p -p E pF SIDE,"A StH#RAf GF N.i ExPOSED CANGRESE SHALL t1)NFORM IN Slb GRADE, WL�f>1WSH,RNP+V"DRIRG 1Y�E%ISANCi DR PRMr OSED CURB A7A,1 WALKADJhCEN7 TU'THE Att/H opeMFMa Cl/WW ATPNFJMG I V5aWR6 I WR®LINE °v * i yy11 SA9N' ,- AMWW AN EAWC 14 E%TaA �7 I ( STaPs Cµ 4 LL t APECWkVSDa ifs lNtlTE%1RFACES SHAIA BE FORMED 9Y CURVED FDRMs AND SHAIt NOT BE . �-- MArN E FRAME v 0. � M FLOCAL BR�Pt$yALI 6E G14EN R STEEL 7RD1KL FINIBH AND RHAU HAVE A LONGITUDINAL � g pF -'`.. �- _ _____ } {xa N%t ANO LASER�/Ftt1L.5L.fWE F 1:7R MI""1 #tL MkXR4UM.FJi4F-Pi E ALE GUTTER GRADE --_v- _ - _ --: __.- - - _-- _ --_ __ __._ LLLL .._.+_... CATCH ,; 3 ExCEEDS eRWWNMCH CASE THE LaaptuDD'RAML.SLR OR iH6 FI.LN SHAt4 Bf C I MAx AMF } I Bie ATa nm) THE SANE RS LIME iXiTiER GRADE.SLIXeE BOOR ERfiMi ALL;O(tCAtlNS TO THE Ot17i.ET. AND 1. ? ^�,. 4. iNMENSi(MNS: 1H�FRT lEAD7N=C(RIB a'EAWYG NODIfI PER CLAY PUNS PLAN VIEW �m�m APTIDRN sumAot MPE V"� THE CAifAiEBASW A tlUAETS N6"(T.35 GAF AWE OURS ANTS THE I.-kT OF YV- ALE Dit'FERENCE IN ELEVAADN TWEEN THE•TMX+OF THE t'UR♦3 AND TIME AVERT RT ALTERNATE CONFIGURATIONS THE CMPSTREAM END ALE f t SR AND SHAD,BE t)EIEAMM BY 7YME REOUIRfMENTS CONTACT 810 CLEAN FOR ADDIDIML CUSTOM CONFIGURADDNS i I EE NDTE�BUT S1AU.tKTT tEUsS THAN OURS FAIIE PLUS 12-tJDD mm). RTEPS A SECTION A-A V1" THE OFMIENCE IN ELEVATION BETWEEN THE TOP OF THE CURS AND THE INVERT OF : �.-_ 4A** THE 2440.NOTED ON.THE PLAS. ELEWITON PER qIM PUNS ( I - (T4D H•- NOTED ON THE PLANS. } } W- MOTEO 00 THE PLANS el LOP MCURB-t.Ji' 'y GO .. A- THE THE CATCH DEGREES.ALL TO NK14 BY THE LNNTERDNE OF THE CONNECTOR PIPE D DVII7T OUR£f &0 CLEAN DVER7 10° CURB OPENING �,Eq�,yT PO( R. � AND THE CATCH BASH wAex TO W4itDtt.THE CONNECTOR PIPE IS aTTAGHED. LOW FLAGS(R9°PFF) r---- -- ----amaom"---- --------' r� Watl.tTta) l I S. PLAN et"l (XV+NECTA4 P1PE9 A5 B�Q�CATED c)N TFfE PLANS.Vf&.ESS O7HFR'M SPECIFIED, TO NO CLEAN SI57EA! ___ ___ __ _ THE(XiNNECTAR PIPE 5?IAY.4 F lPGATED k't yME UtlWN$TREM1 ENO OF THE akSN, LOG7KIN MAY INKY - - H THE G0.NNECT RIPE 5 SHOWN AT A 45NMNER TOLE CENTERDN€OF LHE WRE 5HA.11 ♦_ PLAN DOWEL DETAIL M tERERSECr THE INStLtE ER£3F THE N. PM E MAY 13E CUT AND TRIMMED AT A: SKEW NECE Y Ttl W�M{N1fA[W 3'{9O mm Pii>E EMH T Act iRD4lNp i177HiN _________ J i �i t THE CATCH BRSNt yy��yy jj,,,,AO 3'[4S mrt,l R ROVNDi 8 OF STRUCTURE LiNt 'FE ALL ARWINO,ADJAF,fNT TT}PIPE ENDS !MDNOLIIHIC CATCH BASIL CONNECT k1L 1� TOP�CURB-2.00' - - STF2lJGfiUftAC DATA usm TO awN TM+e eAHNEGTOR PIPE rA tHE OATOH 9AsrN NER ANKLE x Is LEss THAN WALL AND SLAB DIMENSIONS AND 7D'OR GRF3.tER TN Mim,OR YA46NEVER TH CONNECTOR P EELS LDGATEA LNRS OF OPTKMtII r ` RE(NFOR✓•~EMENT REQUIREMENTS f8 P T�D�`-aAx4k1 USE CF A wM�ITHiCA res•I SASW 4•csNNEOTI9N�Wry1 ANv EASE CUe KET/G47CH SM DVERr END VIEW CIN WEFT WING i REMLFtMENT CVTTW4E - LENi144A PiPEffiA5w#, A MSY.RE C01eSTRUCTED TO kl+O)Ff IIE1617KMN PER CYI'W.PLANS r SWPl/E0 BY DINERS' [___ �► AAAk MAX t iF REgYW ED HA $ STEPS WA(L SE LOCATED AS SHOWN.IF TH£CONNECTOR PIPE INTERFERES WMTN THE STEPS. _____ F1tDNT REARITTAM END THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM ENO WM.LL.STEPS 5ti/ALL PER OW MANS E LOGAWN ANY WAY _____ ...... ti W d xR•L WMM. SLAM WKL SPACED fi2"P CTmm)APART.3HE TAP STEP EHN,L.9E Y(tJB rtm�Ei.Wv THE 7oP OF THE_- 3T O.a m W(24 nIM e^O:ro awe) e'(»may NANHO(E.PF4D 3-1 '(SS mMh ALL:DFHER STEPS 91 L s-(T30 X. _ SECTION VIEW '(tA m)17(to m)e°(]pe naa f(ffi4 R R > D LAKE REOJOE0 f AT TAW O"I.AND AT 7''(2 m}0.SSW.{Mt L-0'ON.THE ELEVATION VIEW r(za m)'a p e m)a bw mm m ma a a AA FOLLOV tNtl aPPitC AM x1 POR0 AAE€E§I CURB NkET/GTdt amr(2a m}tY(aa m e•Otao mm P({DD mnr) N U .SDg Ripe eRTCH MA R R 3os c+rfi�er, rr aea+R V(4.D m) A(11 m) a(tea m 4 e NIW 3R0 GA SASW.FRW PLRTE . Y, SNT(3TEOTiCTp)BAR 8C7 CLEAN DMF( !(24 m)e•LIDO-0 w PRO sm f c D 3T2 CATEYI MAtAHOFE fR kA31 001ER LWrfRT 0ITltET ;.. fA'(AA m)1Y S.e')a^(zaa+mm nr(296 K S POLYPftfWNTLENE PLASTYE•STEP LOW FLOWS(1 r,PJPE) A• M ABA F(tED E N 70&0 CLAN SYSTE1! a•0.e m) e•pED maY W Dma G n F INSTALLATION NOTES toGTOMv ANY vaa' �_, �_-------�--- �- AAtgMWT car FLOW tTA4'RSIQY(cF5) 0.74 E °(24 m C:LS4D awa At•(4AD iT T W'{RAN+aa+itl`L39C nb 1. DVERT 70 BE CONNECifO TO CONCRETE BELOW CURB OPEIWND USING 3t6 STAINLESS SIEF2(A6NYA')DRIYE W u PIN ANCHORS SPICED 12'ON CENTER AND 316 STAINLESS STEEL RIVETS(MIN LOW FLOW OtMET PIPE SIZE(INCHES) /8° '1z'Lae n,)a•jFaD aw!vM(aeDaw *F 2 ALL SEAMS BETWEEN DVERT AND CONCRETE SHALL SE FILLED WYTH WMTLRNGHT CONCRETE FILLER AND/OR ISOMETRIC VIEW SFA77C HEAD(INCHES) 8' AR w>W(R m),.1 4(se SILICONE SEALANT STANDARD PLANS FOR PUBLIC WORKS CCNSTRUCii('WN J CONDUCTOR 10 SUPPLY AND INSTALL ALL 111.CONW17W FEES. ALL PIPES MUST BE RUSH WITH SIFETY FAC70R 2 - � S7ANOA4MII PLANS FOR PUBLIC WIpA45 CONSTRUCSMON INSIDE SURFACE OF CCWCRE7E(PIPES CANNOT INTRUDE BEriW RUSH). INERT OF OUTFLOW PIPE MUST BE ..aueelm m au RUSH WITH THE ROWLINE OF THE DWRT. ALL PIPES SHALL BE SEALED WATER TIGHT PER MANUFACTURERS Y _ DVERT DVT-10-8 19ii_ R$ OPE,I INN CA 104 BASIN 30 -3 ��Ey8 OPENING C�,�,�,H BASIN 3(�-� STANDARD CONNECRON DETAIL _DAM',wa. R Lf'W 4. CONTRACTOR RESPONSIBLE FOR COMACTM&0 CLEAN FOR AC7MWN OF UNIT UWACTURES WARRANTY 6 "`�"''°`f04°�B"""' I`""1Y6'"`'0 "'• A..iliM/ I�.r�1 1 MODULAR TROUGH DIVERSION SYSTEMWOMME VOID WSW OUT PROPER ACRMION BY A BO CLEAN REPRESENTAM A�.uT' e��ee e`+�e¢RM. Awe.. STANDARD DETAIL c I SITE SPECIFIC DATA* KF PERFORMANCE DATA I 1'-1 AARRIaV WALL(7YP) SiTE SPECIFIC DATA KF PERFORMANCE DATA 2,_1 PARW,moN WILL(nF) PROJECT NUMBER 7764 G4R'0DGE HEIGHT(IN) J0.75 `°�-Hi° 1 IWllBRlef PROJECT ADMBER 7764 CARTRIDGE HEIGHT(N) J0.75 6°f-t7° PROJECT NONE WaERN SHOPPING CENTER CARTRWE ROW RATE(OPM) a50 FETER(IYP) _ PROJECT FLAME CAMBf"RN SHOPPING CHANGR GRIME ROW RATE(GAY) e.5O _____ I I " SMILE WML. I I '" BAFFLE'NWLL PROJECT L004WN LAKE ELSINORE,CA NUMBER OR GRiRlOGES' 11 I I i I RM E'CT L=wX LAKE£LSINORE, CA MMLREF OF GRDWAGES 1 J I I I H STRUCTURE 10 DMA R2 TOTAL 7RGTMENT FLOW RATE(CFS) 0.21 I \ I S7RUCTURE ID DMA R3 TOTAL TREATMENT FLOW R47F(CIS) 0.21 WATER DUALITY FLOW RATE(CFS1 0.2 SMWNT STORAGE CAPACITY(09 STD I I® - WATER GYALBY FLOW RATE(CFS) 0.2 SEGMENT STORAGE'CAPACRY(CFI J79 PEAK FLOW RATE(CFS) 3.476 KF STORAGE CAPACITIES _I _ _ _ i PEAK Row RATE(GIs) 3/42 KF STORAGE CAPACITIES ';• _ PFAK SrORM DURA77ON(YEARS) 100 SEDIMENT CHAMBER CAPACT IY I I 6° LL I vFAK STORM DURAnaY(YEARS) 100 SEDIMENTCHAMBER CAPACITY I I 6° LL - " I I I I L LLLL LL I e l I I LLLL LI PIPE DATA LE MA7ERA OAME7ER LENGTH(Ff)WIDTH(FT)HEWHT(FT)TOTAL(CF) n I I l PIPE DATA I.E. M47ERW DAME7LR LEND 1(FT)WITH(FT) HEDHT(FfJ 70TM(CFI I I I 1 LL INLET PIPE 1 1296.65 HOPE 18" CFAMBfR i t.(D 1.01 1.50 7.53 j I fieww L OUTFLOW INLET POPE I 1295.28 HDPE /8" cNeYBER 1 CLOD 1.02 tso 7.SJ j I �Z" L i W'Tf10W OUbf/PIPE 1 1293 19 HDPE 18° C/14N�R z 1.98 /.02 0.50 1.OR I I - } 11�, OUTLET PIPE 1 129242 HDPE J8" CH4MBER 2 L96 1.02 D.50 L00 I I s ',, 4f1 III RN ELEVAMFN T302.40 FILTRA TION CHAMBER C4PACTTI - J RN ELEVAWN f302.43 FILTRATION CHAMBER CAPACITY* --------- - j +'I t'-o° --- F7Sf7RFA71AW ACCESS' 1.-0° --- PREIRF*NT ACCESS SURFACE LMDRD REQUIREMENT H2O cmwR/ 296 t.47 a25 a67 1'-D° CNaM&R(rm) MNV7IOLE SURFACE LOONG REOU/REAfENT H2Q CHAIFBER t 2.96 i.47 a25 0.67 ,a11'-0° &AMSER(/Yp) hw AMMOLE FRAME AND COVER IJO° CHAMBER 1 2.96 1.47 a25 a59 1-i nEwAT7DM CFGI/AR(YIP) OSGNAGF CTMMBMR FRAME AND GLOVER AJO° CHANGER 2 2.96 L47 a25 0.59 1-i'$ F1[T MIMw CFANa'.R`..I) Lv5CH4RSE cmulem CORROSIVE SOIL C'OWTRONS YES 'VOLIIYf OF PLIERS SUBJ21C70 IN STORAGE CAPACITY ACCESS HAMMES OwmCTaR ACCESS MITI.'6VAMCM PRETREATMENT m cNTur 70 FNxSNo PLAN VIEW cORRDSNE sox CONa OA5 its roLUME of FILTERS suB RAc E0 AN sr RACE(4PAcr pRETREATMENT TO GMff TD FA�T� PLAN VIEW KNOWN GROUNDWATER ELEVATION 1289 PFB WSTN[ATA:N of 5 `,y_ P&M(STAUA7kW NOTE S 5'-0' N� KNOWN CFCUNOWAifR EIEVAI7ON 1278.90 NTS CHAMBER SECTION To1w 5'D' CHAMBER SECTION -La�J NOTES NO MEASURE NECESSARY'FOR CORROSIVE SONS -RW- A107ES•N0 FAEASURE'ACCESSARY FOR CORROSVE saes 6' 4'-0° 6° N75 �n RP OF 6° 4'-4'° 6° -( n tt MM TOP OF NTS 'PER ENCA'E'ER OF RECORD ray � GR.MTE `PER ENGINEER OF RECORD �� N ,/� •°WE RM J GENERAL NOTES n n n ��' GENERAL NOTES II yA 7-1 I v ATOF 1. BID CLEAN ID PROWIT ALL LATERALS UNLESS OTHERWISE v 1. BD CLEAN 70 PROMISE ALL MATERIALS UNLESS OTHERWISE N07M I I AVIM I I 2, ALL DNENSONS EL&AW4 SPECIFO IM,AND �" I I 2. pLL ffEYAT10#S SPEClF/G7ON$AND I I GECIFICS'ARE SS L19 TO CUACT VI PROJECT CAPACM ARE SUaXCF TO I I I SPECIFIC DRAWINGS M7AGMGCHANCE FOR AWAECr NMEk5OZ,,WfOH75, I I SPECIFIC OR/WMOS IXTAILJAD EXACT aYEN5Ol1S MEONJS AND ACCESSORIES PLEASE CONTACT BO CLEAN. I I 129741 ti AND ACCL55'OR/ES PLEASE CONTACT Bl0 CLEAN. I >, __ INSTALLATION NOTES WEAK Na I I INSTALLATION NOTES �� ____ I I I I I L CONTRACTOR 70 PROMISE ALL LABOR,EMPAEHT M4TERLALS I 1 j 1. CONTRACTOR TO PROVIDE ALL LABOR,EWFMENT,MATERIALS, AND INCIDENTALS REOMRED TO OFFLOAD AND INSTALL THE nWU lam£ 12MO5I I 4 AND MM,OENTALS REOUJREO TO OFFLOAD AID INSTALL THE TAW HOLE I I I KF UNT AND APPURTENANCES IN ACCORDANCE WTRF THIS k KF UNIT AND APHlMANUFA MANUFACTURERS IN S SPECI4NCE WISH 6LE CRdR FIFE PER I lE W ® I ALIATT PFf PER 4 E F DRAWMD AND THE M4W/FACIURERS SPEpHG1DA6;UNLESS M15TALU7ON AD7E 4 I I SPARING AND THE IN ST'£afIGT10NS!/MESS NS7Af/A7MAV AD7E 4 c-tv I I OTHERWISE STALED/N dTAN(IFACTURERS CONTRACT. I I I I 01NEAYWSf STAl(D INM4NUFAC7UPET7S CONTRACT 1. AWVUFACTURER RECOAIUDW A 6=12°LEVEL ROCK BASE 2. 94WFACTURER RECOMMENDS A 6'-12"LEVEL ROCK 34SE " I UNLESS SPECIFIED BY THE PROJECT ENGINEER. CONTACTOR I 1 ! UNLESS SPECIFIED BY 7HE PROJECT ENGWER. CONTRACTOR 6 RETPOA57BLE TO VERIFY PRa/ECT ENaNEERS f I 'M' I D NSMASRE 70 VERIFY PROJECT ENGINEERS - RECOMMENDED NSE SPECIE/GIR(M3'. I 1 B I RECOWFEM060 RAW SPECIFIGT'ONS J. ALL PIPES MUST BE FLUSH W N IN-WE SURFACE OF ! I I 3. ALL PFES MUST BF RUSH W77H WOE SURFACE OF I I CONCRETE.(PIPES CANNOT NTRUDE BEYGD RUSH). I I CONCRETE.(FIRES CANNOT INTRUDE BEYOND RUSH). I I 4. ALL GPS ARGUNO PEES SEAL BE SEWED WATER RAFT I _- E our 4. ALL GAPS AROUND PIPES SHALL BE SEALED WATER 77GHT WBN A NON-SHRINK GROUT PER MANUFACTURERS STANDARD I I WITH A NON-SHRINK GROUT PER MANUFACTURERS STANDARD E OUT COAWEC77ON DETAIL AND SHALL MEET OR EXCEED REGIONAL COMJECOON DETAIL AND SHALL MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS. UNLkId]RA4V PIPE CONNECTION STANDARDS -- UNCfRAWN J'-O' I'-0" L AMbWFaO 5. CONTRACTOR D HATCHES. FOR/COMERSTSNAOR ALL RISERS FANFTxO 5. CONTRACTOR RESPOAM&E FOR NSTN-LA77ON OF ALL RISER$ 6• •-0• 6° --6• 4,_O• g• AI4MDtES AND FATCHES ALL COVERS SNWt[HE SINPPfO MMSOLL'S AND CONDUCTOR 75. ALL COVERS SH4LL BE SHIPPED - LOOSE CONTRACTOR TO GROUT ALL AIANHOLES AND FAV GROUT SAKE-1, PCE 5'-0° LOOSE CONTRACTOR TO GROUf AIL MANNIXES AND Fy/CROUT v%GEf 5-0° ��HHLS MATCH FRAMED SYWACE UMIESS SPECIFIED aESIM AA4MFOIDS END ViEW ELEVATION VIEW D�RinseO MI7GH RNrsNO SURFACE uMtss svECIFIEO BETWEEN ANA4FIXDS END VIEW ELEVATION VIEW NTS NTS NT5 NTS vA TARY AID LOKFMDMA.• KF-4-4 N' TARI'AND IIAIT w. NOT FOR CONSTRUCTION BIQ ate, FMBRANE FILTRATION SYSTEM WITH PRETRfATMEN NOT FOR CONSTRUCTION a �EMSFANE KF 4-4 Dim"�.ssaAc"'aw'° "R�w�R'o, �t\./ �rI�11 FILTRATION SYSTEM WITH PRfTREATMEN Mrs q40 STANDARD DETAIL A " p STANDARD DETAIL M •12.V $•/?-/ THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS PREPARED BY: SEAL BENCHMARK: DRAWING NUMBER: MARK REVISIONS APPR. DATE DESIGNATION 3433 AGENCY:RIVERSIDE COUNTY TRANSPORTATION COMMISSION. OF DEVELOPMENT AND/OR CITY AND STATE LAWS,AND A PERMIT MAY BE ISSUED, 30 Executive Park,Suite 1001 : FOUND TH CITY OF LAKE ELSINORE /Gree�e�#�r Irvine,CA92614 s9,0tNNOUg74O� CONCRETE COLLAR.LOCATION:NSOUTHWEST UMENT ECORNER CENTRAL AAVENUE ANS DISC ID CAMBERN r_ Q {{{WW O�RiIO® RiIVV t:949 296 0450 f:949 296 0479 �4T AVENUE(DOWN 1.0').AGENCY:NGVD 1929 WALMART SUPERCENTER#2077-07 V 7�V NO° +so SCALE: 29260 CA92532 ExD t DRAWN: BB CENTRAL AVEIMPROVEMENTPUINS SHEET 26OF38 ' NSA STORM DRAIN DETAILS FILE No. REMON HABIB 08/08/19 RCE 83156 DATE `�qf C yML .t\p Asrinls CITY ENGINEER J OUR AD RCE No. 46039 DATE F OF CWa� DATE: April 10, 2019 CHECKED: JP Fllename:P:\2008\200800688\-CURRENMRAMNGS\-PRODU(TON FILES\ONSITE\200800888-C-6.0-C-9.0-DT 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 �16 17 1 18 19 20 STANDARD MANHOLE STANDARD MANHOLE FRAMEANDOOVER PAVEMENT PER FRAME AND COVER SEE STD.DING.S9 PAVEMENT SEESTD DWG.SA TO BE INSPECTED BV CONCRETE REPLACEMENT A BUILDING BUILDING DEPARTMENT. pROPER7Y;LiNE „I DETAIL OR PLATS 1' „t GLEAN OUT BOX ANIT + LID,SEE NOTEB CLEANOUT m+, 4 2, SACKFLOWIVALVE ° B NOTES:. RISER INSPECTEDBY E.V M.W.D, m SEENOTE2 I SEE DWG 5.14 -... R.. 1 A45 DEGREEBENNECTIO SHALL EWYE THE SAME DIAMNECTK)THESHALL SERE LATERAL THE49 DEGREE BENDTHED' SEE DETAIL"A" �-; AND NOTE 4 STD.DWG. SPRAY-ON STEBRANCH HALL BE SUP ORTE BE THE RECOIAMETERASTHESEWER LATERAL ENTERING FROM THE SEE NOTE 1 STREET AND SHALL BE SUPPORTED BY THERECOMPACT{ON OF THE EXISTING SOIL IN THE TRENCH. STD.DWG.S-10 $13 STD.DWG„S-1S '� �� IYPiGAR.JDGyT COATING OR DUCTILE IRON FITTINGS MAY BE USED IF AUTHORIZED BY THE DISTRICT. PER DETAIL BU OING LATERFLL STREET LATERAL ��@!! °� POLYURETHANE .,.�'. SELOW LEFT ""f +•'' 2. THE BUILDING LATERAL SHALL BE CONSTRUCTED USING IAPMO LISTED-MATERIALS(I,E,ASB OR PVC.PIPE). - - _ LINING THE MINIMUM DIAMETER SHALL BE PER PLUMBING CODE:STANDARDS,THE CLEANOUT STAND PIPE(4"CIA.. SEWERMAIN MIN.)SHALL BE THE SAME DIAMETER AS THE LATERAL ENTERING FROM THE STREET:THE STAND PIPE 2%MIN SLOPE OR AS SHALL BE CONSTRUCTED USING IAMPO LISTED MATERIALS(I.E A.S.S.OR PVC PIPE}.THE MINIMUM SLOPE APPROVED BY LOCAL AGENCY N «. OF THE LATERAL SHALL BE 2Yy OR AS PERMITTED BY LOCAL AGENCY ALL SLOPE SHELF ALL BUILDING SEWER TO BE'. ) F• NO.2 HOOPS '' SLOPE IS INSTALLED,OWNED AND MAINTAINED 3;,y C 7, USED) THEN LOCATED IN AND LID CUREQUIRED TRAFFIC IC AR AS.IN VEHICUT ULAR TRK(ANDAFFIC REAS(LT,DRIVEVALVE,IF TN �i - USED)WHEN LOCATED IN NON-VEHICULAR TRAFFIC AREAS.IN VEHIGULARTRAFFiC AREAS(LE,6RIVEWAY3) BY PRIVATE PROPERTY DINNER ��' C.. C A CONCRETE CLEANOUT BOX WITH CAST IRON LID IS REQUIRED. TYPICAL LATERAL ASSEMBLY 4. - �t - A, IF OKFLOWSE ALVEASSEMBLYWILL BE R BELOW THE ACCORDANCE WITHEAREST THE LHOLELID ASEWAGE - BACKFLOW VALVE ASSEMBLY WILL BE REQUIRED IN ACCORDANCE WITH THE LATEST EDITION OF YHE UP.C.,CHAPTER7,SECTION 710.0 PARAGRAPH 710.1 READS, \ t` � • ":�: -' ER LID t. S��„ -3250 PSI SECTION 740.Q: DRAINAGE OF FIXTURES LOCATED BELOW THE NEXT UPSTREAM MANIafLE I , TYPICAL PIPE CONCRETE OR BELOW THE MAIN SEWER LEVEL FOR ASSISTANCE CALL E.V.M W.D CLFANOUTBOX SECTION A-A CONNECTION PER SECTION B-B -(SIDE MLETS NOT SHOWN) STMDW'841 (SIDE INLETS NOTSHOWN) (718.'I1: "DRAINAGE PIPING SERVING FIXTURES WHICH HAVE FLOOD LEVEL RIMS LOCATED - D BELOW THE ELEVATION OF THE NEXT UPSTREAM MAN14OLE COVER OF THE PUBLIC SEWER9ERVING SUCH DRAINAGE PIPING SHALL BE PROTECTED FROMBoom Et SACKFLOW OF SEWAGE BY INSTALLING AN ACCEPTABLETYPE BACKWATER VALVE, ASPHALT RUBBER.. _ '1_C i STRIP SEE ACCEPTED FIXTURES ABOVE SUCH ELEVATION SHALL NOT DISCHARGE THROUGH THE rs (Ip' BACKWATER VALVE' MATERIALS GUIDELINE ADDITION INLET _8 g Al 1l4fft AND STUB S. THE BACKWATER VALVES SHALL 8E LOCATED SO ACCESS FOR MAINTENANCE 5 NOT IMPAIRED, 8 wPo `.. (AT INTERSECTION) 9. 314`CLASS 2 CRUSHED S. MATERIALSHALL$E SELECTED FROM ACCEPTED MATERIALS GUIDELINE AGGREGATE BASE I: SHELF (SHELF OUTSIDE INSIDE F JOINT DETAIL _ \ CROSS SECTION ~ OF 10°DIAMETER _ INLET I FL. OV OUTLET A P.M.C.STAND PIPE ... °~ NOTES: - i. FOR SEWER'GREATER THAN lZ DEEP OR 1WDIA,PIPE OR l t { I - GREATER USE 5':DIA.THAN PER STD DWO 54L 2 MANHOLES ATINTERSECTIONSBHALLBES DIA ANDSHALLNAVEBTUB 4. I )SHELF _ OUTS IN THE OTHER TWO DIREOTIONS WITH RESPECT TOTHE INLET CAND HANNEL FINISHED I AND OUTLET.,SEE SECTION 2.048 OF THE STANDARD OEa*IGN CONCRETEFINISED M REQUIREMENTS. F SEWAGE BACKWATER VALVE S. SEE'SECTION 2.04D OF THE STANDARD DESIGN.REQUIREMENTS FOR ♦�y �y INLET AND OUTLET PIPE OF DIFFERENT SIZES, �.( DETAIL°A"-SEWAGE BACKFLOW VALVE ASSEMBLY 4. DROP AOROSS MANHOLE SHALL 13E OI"MIN.SEE STANDARD DESIGN SECTION C-C REQUIREMENTS SECTION 2:048,5b FOR SPECIFIC.DIRECTIONS. (PLAN MANHOLE BASE) STO.OW°.NO: ST0.piNa.NO6Y nePR oae tm Curt, - TYPICAL LATERAL V DIA.MANHOLE as S-13 " TYPICAL LATERAL ASSEMBLY S-12 "gym^ S-5 II 2 I ASSEMBLY NOTES it-2z+(. - WITH CAST IN PLACE BASE RG.. c PAINT COLOR TO ' I[IENTIFY UTIJ_ITY UNDISTURBED UNDISTURBED IEEE BELOW) TAG WITH SPECIFIC EARTH OR EARTH OR UTILITYDEPTH,SIZE AND COMPACTED NqL COMPACTED AL DEPTH TO IN4ERT FILL BACKFlLL FILL BANI;KF.Iu H COVER ES . TI THREADED PVC CLEANOUT PLUG �HEVDUTY AND #4 REBAR XP ET NG FOELAAUAWAY S FRAME CASTIN COVER FROM CLEAN "INPA�AREIN&LL MILL 0 AREA\ HAUNCHING •!!, yHAUNCHING 4"BEDDING >4"BEDDING ADJUSTABLE HEAD CONCRETE COLLAR 4" 4" 12" 12' NOTE:SEE APPLICABLE DETAIL FOR BACKFILL AND BEDDING INSTRUCTIONS.18 MIN. WATER 11NE SANITARY SEWER SIZE OF RISER PIPE PER LOCAL CODES " - I� �) WELD TO PLATE %j BURIED N.T.S. N.T.S. - °0 0 0. oo Oo I1 ° °p45'BEND CRUSHED STONE PER LOCAL CODES GENERAL NOT ES `o^� O°g:a /e,Oo.02. oe0 o 1. AS A MINIMUM,THE PIPE BEDDING SHALL CONSIST OF 4 INCHES 4. THE FINAL FILL(12 INCHES ABOVE THE PIPE TO THE BOTTOM OF Flu °o e� _°o eo 0 . DIRECTION OF FLOW OF COMPACTED(95 PERCENT RELATIVE COMPACTION)SELECT THE NON-EXPANSIVE OR AGGREGATE BASE)SHALL BE - O SAND WITH A MINIMUM SAND EQUIVALENT OF 30 AND MEETING ON-SITE MATERIALS WITH A MAXIMUM PARTICLE SIZE OF 3 INCHES — -- — 3/16"x10"x10" / THE FOLLOWING REQUIREMENTS: 100 PERCENT PASSING THE 1 THAT IS MOISTURE CONDITIONED TO WITHIN OPTIMUM TO THREE STEEL PLATE jD COMPACTED 0 �\\j'�� ROTE: 2' THE MINIMUM &NNCHE D ETS EL INCH SIEVE,AND NOT MORE T14AN 1PROVITHE DETAL MINIMUM OF PIPE DETERMINED t0 PERCENT PASSING THE NO. PERCENT. AT LEASTBE�NCHEST METHOD ET OBELOWRCENT OF THE 5CUM OTVE OPTIMUM MOISTURE CONTENTHE UP SLABSINCHES O^NSITY AS °o:°o'o.,o.°O o° ON OFF 6 BELOW SUBGRADE AND THE TRENCH OR AS NECESSARY TO PROVIDE A TRENCH GRADE SHALL CONSIST OF AGGREGATE BASE COMPACTED TO AT WYE PLUG WYE IF SERVICE LATERAL K AFTER UTILITY CONNECTION WIDTH THAT IS 1�INCHES GREATER THAN 1.25 TIMES THE LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY AS - 1 DOES NOT CONTINUE IS COMPLETED AND PRIOR OUTSIDE DIAMETER OF THE PIPE OR TO THE WIDTH NECESSARY DETERMINED BY ASTM TEST METHOD D1557. TO PAVING TO ACHIEVE COMPACTION OF TH(_HAUNCHING AND INITIAL 5. TRENCH BACKFILL SHALL BE PLACED IN MAXIMUM B-INCH THICK SEE PLAN FOR PIPE SIZE,TYPE,AND ELEVATION BACKFILL,WHICHEVER IS GREATER. LIFTS, US AT CAPPED END OF ALL UTILITY SERVICE CONNECTIONS 3. THE HAUNCHING AND INITIAL BACKFILL(12 INCHES ABOVE THE 6. ALL TRENCH EXCAVATIONS SHALL BE SLOPED SHORED,SHEETED, TO/EFROM SAM'S CLUB,WAL-MART STORES&SUPERCENTERS TOP OF PIPE)_SHALL CONSIST OF A SELECT SAND MEETING THE BRACED,OR OTHERWISE SUPPORTED IN COMPLIANCE WTTH OSHA SAND EQUIVA NT AND GRADATION REQUIREMENTS OF NOTE NO. 1 REGULATIONS AND LOCAL ORDINANCES(SEE SPECIFICATIONS). - UTILITY COLOR AND COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 95 - PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BYASTM - - WATER BLUE TEST METHOD D1557.HAUNCHING SHALL BE WORKED IN BY HAND STORM DRAIN WHITE TO PROVIDE UNIFORM SUPPORT OF THE PIPE. ELECTRICAL YELLOW L TELCfO�EECST ORANGE FIBER OPTIC 01TIC t6AS ISTAnON) PINK SANITARY SEWER CLEAN—OUT N.T.S. DETAIL: P.O.C. LOCATION UTILITY TRENCH AND BEDDING TAG N.T.S. ODTILIN N.T.S. DTPOCLOC 12 21 04 12 21 04 hUT 12 04 01 M THESE PLANS HAVE BEEN REVIEWED FOR MARK REVISIONS APPR. DATE OF DEVELOPMENT AND/OR CITY AND STATE LAWS�"CE AND AITH THE APPROPRIATE PERMN MAY BE ISSUED.CONDITIONS PREPARED BY: SEAL ` BENCHMARK: BRASS CITY OF LAKE ELSINORE DRA"NG NDMBER: 30 Executive Park,Suite 100 DESIGNATION 16.96 FEET.MONUMENT EAGENCY:RIVERSIDE COUNTY TRANSPORTATION COMMISSION. DISC WITH 10 10 Irvine,CA 92614oaN NOUgI�o CONCRETE COLLARS LOCATION:SOUTHWEST CORNER CENTRAL AVENUE AND CAMBERN fiOR �� c AAc y VV 1 bTi�l t:949 296 0450 f:949 296 0479 AVENUE(DOWN I.D').AGENCY:NGVD 1929 WALMART SUPERCENTER*2077-07 C m Q V■O 48p3g 29260 CENTRAL AVE LANE ELSINORE,CA 92S32 * e SCALE: DRAWN: BB OM-SITE IMPROVEMENT PLANS N/A SHEET 270F38 SONIA SALAZAR DATE 08r08/19 ��F IvIi �a`` DATE: CHECKED: JP SEWER DETAILS FILE No. BUILDING AND SAFETY DEPARTMENT H OU AD RCE N0. 46039 DATE OF CLV Aprd 10, 2019 - CITY OF LAKE ELSINORE F,[O e:P:\2008\2DO800688\_CURRENTDRAWINGS\-PRODUCTION FILES\ONSTTE\200800688-C-6.0-C-9.0-DT 1 2 13 4 15 6 7 18 19 10 it 1 12 1 13 114 115 116 117 1 18 19 20 A FINISH GRADE,SUBGRADE® TRENCH SHALL BE BACKFILLED PER UTILITY FINISH GRADE,SUBGRADE 0 TRENCH SHALL BE BACKFILLED PER UTILITY PVMT AREAS,OR GUTTER LOW LINE COMPANY REQUIREMENTS. PVMT AREAS,OR GUTTER COMPANY REQUIREMENTS F ROW LINE MIN.3-2"AND UP TO 4-2" INSTALL PLASTIC"IDENTO' INSTALL PLASTIC"IDENTO" CONDUITS FOR CABLE TV PER CABLE TAPE,OR"CAUTION"LABELED TAPE,OR"CAUTION"LABELED COMPANY PLAN, i$"MIN.SEPARATION OVER GAS PIPES w w OVER GAS PIPES WHEN IN JOINT TRENCH. �' N 7 R d a - CONDUITS SHALL BE CENTERED IN � Q 3: B "3 TRENCH AND BE SET ON 1"MIN. ca o 2- �.o _ BEDDING ON TOP OF S.C.E.CONCRETE 2N2"GAS LINE PER GAS COMPANY PLAN, GAS LINE PER GAS COMPANY PLAN, ENCASEMENT.SEE DRY UTILITY PLAN 1X2"MIN.SEPARATION,INSTALL CONDUCTIVE 1Y,"MIN.SEPARATION,INSTALL CONDUCTIVE C-4.2 FOR CONDUIT SCHEDULE. / / WIRE FOR LOCATING PIPES WIRE FOR LOCATING PIPES - 2-4"CONDUITS FOR TELEPHONE PER TELEPHONE COMPANY PLAN, %'MIN. MIN 3-4"AND UP TO 4-4"CONDUITSA�' SEPARATION WHEN IN JOINT TRENCH. N z_ z FOR TELEPHONE PER TELEPHONE COMPANY w w CONDUITS SHALL BE CENTERED IN TRENCH w PLAN, 1J¢"MIN.SEPARATION WHEN IN C AND BE SET ON 1"MIN.BEDDING ON TOP w JOINT TRENCH.CONDUITS SHALL BEOF S.C.E.CONCRETE ENCASEMENT.SEE i z CENTERED IN TRENCH AND BE SET ON 1" 1"BEDDING MATERIAL DRY UTILITY PLAN C-4.2 FOR CONDUIT m a MIN.BEDDING ON TOP OF S.C.E.CONCRETE 1"BEDDING MATERIAL SCHEDULE. ENCASEMENT.SEE DRY UTILITY PLAN C-4.2 FOR CONDUIT SCHEDULE. MIN 3-5"AND UP TO 4-5"S.C.E CONDUITS 2-5"S.C.E CONDUITS PER S.C.E.PLANS, 7Y" PER S.C.E.PLANS, th'MIN.SEPARATION,AS 1"BEDDING MATERIAL MIN.SEPARATION,AS SHOWN ON S.C.E.PLANS. - 1"BEDDING MATERIAL SHOWN ON S.C.E. PLANS.CONDUITS SHALL RE I)n_yP. CONDUITS SHALL BE CENTERED IN TRENCH.SEE A§"TYP. CENTERED IN TRENCH.SEE DRY UTILITY PLAN .DRY UTILITY PLAN C-4.2 FOR CONDUIT SCHEDULE, C-4.2 FOR CONDUIT SCHEDULE.CONCRETE D 1t1'2" CONCRETE ENCASEMENT PER S.C.E.DETAIL CD120. H 7K2" ENCASEMENT PER S.C.E.DETAIL CD120. 24"MIN. - "M1 .. COMMON UTILITY TRENCH (WM) DETAIL COMMON UTILITY TRENCH (OUTLOTS) DETAIL SCALE: NTS SCALE:NTS CONTRACTOR SHALL EXCAVATE,RED AND BACKFLL TRENCH PER UTILITY COMPANY REQUIREMENTS,UTILITIES WILL BE CONTRACTOR SHALL EXCAVATE,BED AND BACKFILL TRENCH PER UTILITY COMPANY REQUIREMENTS.UTILITIES WILL BE INSTALLED INTO CONDUIT BY UTILITY COMPANY'S CONTRACTOR WHO SHALL INSTALL PULL ROPE OR TAPE AND MANDREL AS INSTALLED INTO CONDUIT BY UTILITY COMPANY'S CONTRACTOR WHO SHALL INSTALL PULL ROPE OR TAPE AND MANDREL AS E CUT REQUIRED BY UTILITY COMPANIES.LATERALS AND SINGLE CONDUIT RUNS SHALL BE INSTALLED SIMILAR TO THIS DETAIL. UT REQUIRED BY UTILITY COMPANIES.LATERALS AND SINGLE CONDUIT RUNS SHALL BE INSTALLED SIMILAR TO THIS DETAIL Starrdatlls , ' <:00120 Scope Co 720.4 ..f. . Requireoxents F Pigtito 19004 "IcaB.Conduit Bank Secfions(Mainline and Comtfi8iia, , c<- T�`� A i spacer # G 3" �• g» Full Enease— Saml-Encasement OkaRBm of Afar Ma,.4.nits 3n,4.d fta {base aPaa_laq-sad) _ Special 0-dult F afmna tare".-,a...-. -t_1r2- 3 I J_T Bedding t ur H Contluita"Tem+1.11 na 00.duti RsIIln2 Mbnmum iebandion.required pehaaen U—e NWhenspadflad rsan04.a aatyPae f—duNat-adult Oaf4.la I+PY naka wvr vertical entrances m subsxudums, apaee and marniam mum—ax. :1: Saaan9 and concrete arvarage.-a.-a rah—,2. Spacers,w4le,m—sd,as'be as--dad by the-daftmaeilfsatanst am approved by)h..aannpany.and wik be Placed at the rht—as shower in Tabs CD 12G 1(Shket t).y'efti l apscers ant base apa ass wfl m,aaavfxab�from rigid aanmmpreasebk l" materials.Use Temporary means w irebn a hrmzonty caniun spadng at these intanala wW boalml beadmg W.emms at is pmad, Table Co 120-1_Horizontal Conduit Spacingintervats - cgrreerc s � r a• r S" s� spacing wm,E spaca�ng waeeae,�l �.ameni�-:a s s i9 Case speiw.isaa requiredan all nanksnYmere inanfWrwMwla:. r, raa..wmwir,w�eporanap,rovedr�lsae,darlutaetamaaeaenigagiiindscods. 3. Types: a. "E9"IrYPai)imencesadafidsaAdirratailatFons - b. "08'(ij+pati)(pr dxeC Du!iS "Sea.60'Rgui PVC r itrsMe bm9-Raaifigs J e vprganerel mnden wank,concrete aria rranditng regplrer�aa;s }tBp. "t. mstan Hare roperar ireuErni ware onlr vman,aPdpred on wodary araxup..Far n,einuna ape+cabana(iuudm9 amretapmrea)when tree..: ' naidtal is pta=pnt onanoVerhead st±vdure iftet feeds a primary tiaitt�@nautral shall Ce co:dtnuous Fp ifie firatwtderground sbuduf8: ' barebank,p eutrayire.aaspecvfmutt Ina:VrtxkPgtlraWifg.ahaX plated,and NKY eneaaW lnCanaete.at,itfHtOWBl tN(Aon QriNe.. ' 'dud bank.prafempiY in-baM.esn cantlWN.,; r8. GaOCCafe.afi�t kMl be keRt unitsnrx- ampwms of catxsate vaYlbb—Id@d„ 'a: 9edt¢rg tia4.beinat; rdWiee wWrCO.t@&. K App—adb. Conduit BankRequtraments 1! reed N.: at'.Ch.."0 1Of3 04-2912016 U GS L M THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS PREPARED BY: SEAL BENCHMARK: - DRAWING NUMBER: MARK REVISIONS APPR. DATE 30 Executive Paris,Suite 100 1 DESIGNATION#3433 AGENCY:RIVERSIDE COUNTY TRANSPORTATION COMMISSION. OF DEVELOPMENT AND/OR CITY AND STATE LAWS,AND A PERMIT MAY BE ISSUED. F� 04C CITY OF LAKE ELSINORE WITH 10" ®6reenbe—Wrew Irvine,CA 92614 OAN NOUgl4 CO CONCRETE 13COLLAR.LOCATION;16,96 FEET. N SOUTHWEST UMENT ECORNER CENTRAL AVENUE: FOUND 2"BRASS D AND CAMBERN _ t:949 296 0450 f:949 296 0479 '^ AVENUE(DOWN 1.0').AGENCY:NGVD 1929 WALMART SUPERCENTER#2077-07 O Pal. RSF6204CS ONLY No. 4631 20 29260 CENTRAL AVE LAKE ELSINORA CA 92532 � 123120 � SCALE: N/A DRAW N: BB ON-SITE IMPROVEMENT PLANS SHEET280F38 ExD.�—L SONIA 08/08/19 civil_ �� UTILITY DETAILS FILE No. BUILDING ANDRSAFETY DEPARTMENT DATE H OU RCE No. 46039 DATE 4lE OF C °R DATE: CHECKED: JP CITY OF LAKE ELSINORE April 10, 2�19 -3 FlNname:P:\2008\2008006W\-CURRENTORAWINGS\-PRODUCNON FILES\ONSLTE\200800888-C-6.0-C-9.0-DT 1 2 13 14 15 6 7 B 9 10 1 11 112 1 13 1 14 1 15 1 -16 117 1 18 119 120 DEMOLITION LEGEND 0 - 14 / I REM ,ION A I I-- (E)TO BE REMOVED � - -- -- -- _ - L -- 02 (E)TO RUM PROW IN PLACE OFIFSITE DEMO PER SEPARATE CAUBERN cis - - THIRD IMPROVEMENT PLANS — � i 12"W izw _ W 12"W 12"' 12"W 12"W Ef2"l�L E E -- ;- -I x— X.— X- x - - _-_ E OVEREXCAVATION NOTES 7— — — — — — — — — — PER MOORE TWINING GEOTECHNICAL ENGINEERING INVESTIGATION REPORT DATED 7/8/11 (REVISED 3/5/18): r — — ` ` '8.1.2 A PLAN SHOULD BE DEVELOPED TO IDENTIFY EXISTING IMPROVEMENTS WHICH WILL REQUIRE REMOVAL AS MINIMUM,THE PLAN S14OULD SHOW THE EXISTING IMPROVEMENTSI w THEAEXISTING TREES,FORMER SEPTICKS,UNDERGROUND UTO MES,ETC.NN ADDITION,THE PLAN FOR REMOVAL SUCH AS TREES \ ` SHOULD IDENTIFY THE LOCATION OF THE FORMER SWIMMING POOL THAT REQUIRES OVER-EXCAVATION AND COMPACTION OF THE BACKFlLL SOTS. THESE ELEMENTS SHOULD BE REMOVED IN THEIR ENTIRETY AND THE RESULTING EXCAVATIONS BACKFRLED WITH ENGINEERED FILL" 0. 11 III I I I I °8.5.4 THE AREA OF THE FORMER RESIDENCES AND GARAGES ARE SHOWN ON DRAWING N0.3 IN APPENDIX � A THE FILL SOTS AND DISTURBED SOILS IN THE AREA OF THE FORMER STRUCTURES ASSOCIATED WITH C ' h h FORMER POOL'LVIyA1OCATION�— THE FORMER RESIDENCE SHOULD BE OVER-EXCAVATED TO A MINIMUM OF THREE(3)FEET BSG,OR UNTIL UNDISTURBED NATIVE SOILS ARE EXPOSED,WHICHEVER IS GREATER.THE BOTTOM OF THE EXCAVATIONS I ' I L , SHOULD BE SCARIFIED TO A DEPTH OF 8 INCHES,MOISTURE CONDITIONED,AND COMPACTED AS ENGINEERED FILL,AND THE EXCAVATION THEN BACKFILLED AS ENGINEERED FILL" 8.5.7 WALMART STORE BUILDING PAD:AFTER EXCAVATION AND REMOVAL OF EXISTING SURFACE AND SUBSURFACE IMPROVEMENTS,TREES,ROOT SYSTEMS,ORGANICS AND STRIPPING OF SURFACE VEGETATION bhh I I 1 N, AND ROOT STRUCTURES,THE SUBGRADE SOILS IN THE PROPOSED WALMART BUILDING PAD AREA SHALL BE _ I x _ _ _ _ _ 1 t PREPARED BY OVER-EXCAVATION TO A DEPTH OF 12 INCHES BELOW IMPROVEMENTS TO BE REMOVED(I.E. 0 I I Yt FOUNDATIONS,SEPTIC SYSTEMS,UTILITIES,ETC.),TO THE DEPTH TO REMOVE EXISTING UNDOCUMENTED FILLS (ENCOUNTERED TO DEPTHS RANGING FROM 1 TO 8%FEET BSG),TO THE DEPTH REQUIRED TO REMOVE THE r � 'I I NI I I I r TREE ROOT SYSTEMS(ESTIMATED TO EXTEND TO DEPTHS RANGING FROM 4 TO 5 FEET BSG),TO A MINIMUM DEPTH OF 48 INCHES BELOW PRECONSTRUCTION SITE GRADES,TO A MINIMUM OF 12 INCHES BELOW THE BOTTOM OF THE EXISTING DRAINAGE FEATURES IDENTIFIED IN THIS REPORT,AND TO A DEPTH OF 2%FEET J I I � + � BELOW THE BOTTOM OF NEW FOUNDATIONS,WHICHEVER REQUIRES THE DEEPER EXCAVATION. "OVER-EXCAVATION SHOULD INCLUDE THE ENTIRE BUILDING PAD HARTS. THE BUILDING PAD IS DEFINED AS it r o_ THE AREAS TO LE OCCUPIED BY THE BUILDING,ADJACENT SIDEWALKS,GARDEN CENTER,PORCHES,RAMPS, E STOOPS,TRUCK WELLS/DOCKS,CONCRETE APRONS,COMPACTOR PAD,ETC.,AND TO A MINIMUM HORIZONTAL DISTANCE OF FIVE(5)FEET BEYOND THESE AREAS,OR TO A HORIZONTAL DISTANCE EQUAL TO THE DEPTH PROPOSED LIMIT OFJ -a 1 I i — — — _ _ - OF ENGINEERED FILL AT THE OUTSIDE EDGE OF THESE IMPROVEMENTS,WHICHEVER IS GREATER. THE o { I — I OVEREXCAVATION(TYP.) I t I PROJECT CIVIL ENGINEER SHOULD SLOW THE MINIMUM LIMITS OF THE BUILDING PAD ON THE PLANS. SLAT I I f i CUTTING ONLY BELOW FOUNDATIONS WILL NOT BE ALLOWED. UPON APPROVAL OF THE OVER-EXCAVATION BY r I I THE WALMART CTL,THE SUBGRADE SOILS AT THE BOTTOM OF THE OVER-EXCAVATION SHOULD BE SCARIFIED TO A OPTIMI M PTH MOISTURE CONTENT OF 12 INCHES, AND COOMMPACTED AS ENGINEERED FILL.CONDITIONED BETWEEN MUM AND THREE(3)PERCENT ABOVE r _ "8.5.8 FOR THE PURPOSE OF THIS REPORT,THE SLAWS ON GRADE WITHIN THE WALMART BUILDING PAD F i• " i s PROPOSED LIMIT OF SHOULD BE UNDERLAIN BY 6 INCHES OF NON-RECYCLED CLASS 2 AGGREGATE BASE OR CRUSHED OVEREXCAVATION(TYP.) I AGGREGATE BASE(CAB)OVER A MINIMUM OF 6 INCHES OF IMPORTED,NON-EXPANSIVE ENGINEERED FILL MR THE DEPTH OF ENGINEERED FILL RECOMMENDED AS AN ALTERNATIVE TO THE USE OF AN IMPORTED NON-EXPANSIVE ENGINEERED FILL,THE INTERIOR SLABS ON GRADE MAY BE SUPPORTED ON A MINIMUM OF 10 INCHES OF NON-RECYCLED CLASS 2 AGGREGATE BASE OR CRUSHED AGGREGATE BASE(CAB)OVER THE DEPTH OF ENGINEERED FILL RECOMMENDED BELOW FOUNDATIONS. "8.5.9 OUTLOT PROS:AFTER EXCAVATION AND REMOVAL OF EXISTING TREES,ROOT SYSTEMS,ORGANICS AND STRIPPING OF SURFACE VEGETATION AND ROOT STRUCTURES,THE SUBGRADE SOILS IN THE PROPOSED G - ' -' ' I r I ( t— -� I OUTLOT BUILDING PA)AREAS SHOULD BE PREPARED BY OVEREXCAVAMON TO A DEPTH OF 12 INCHES L I I FENC 1 BELOW IMPROVEMENTS TO EE REMOVED,TO THE DEPTH TO REMOVE UNDOCUMENTED FILLS(IF ANY),TO A MINIMUM DEPTH OF 48 INCHES BELOW PRECONSTRUCTION SITE GRADES,OR TO 2%FEET BELOW TREES 1 TREES FOUNDATIONS,WHICHEVER PROVIDES THE DEEPER EXCAVATION. 1 I 1 6� 2 PAVE. ti I . WATER D 'OVER-EXCAVATION SHOULD INCLUDE THE ENTIRE BUILDING FOOTPRINTS AND OVERBUILD ZONES. THE a ( i 2 D ROAD SIGN BIILDIN6 PAD IS DEFINED AS THE AREAS TO OCCUPIED BY THE BUILDING,ADJACENT SIDEWALKS,AND TO 1 FENCE I 1 FENCE 1 1 A MINIMUM HORIZONTAL DISTANCE OF FIVE(5)FEET BEYOND THESE AREAS,OR TO A HORIZONTAL DISTANCE 2 S MH TR 1 EQUAL TO THE DEPTH OF ENGINEERED FILL AT THE OUTSIDE EDGE OF THESE IMPROVEMENTS,WHICHEVER IS ' I 2 2 2 2 2 2 2 2 GREATER. THE PROJECT CIVIL ENGINEER SHOULD SNOW THE OVERBUILD LINE ON THE PLANS. SLOT H of I ! I _ _ _ _ Cl11TING ONLY BELOW FOUNDATIONS WILL NOT BE ALLOWED. UPON APPROVAL OF THE OVER-EXCAVATION BY 2 2 /" THE WALMART CTI„THE SUBGRADE SOILS AT THE BOTTOM OF THE OVER-EXCAVATION SHOULD BE SCARIFIED w a 2 " TO A DEPTH OF 12 INCHES,MOISTURE CONDITIONED BETWEEN OPTIMUM AND THREE(3)PERCENT ABOVE 2 ATER 2 _Z---------- ----------------2 -- 2 x OPTIMUM MOISTURE CONTENT AND COMPACTED AS ENGINEERED FILL THE UPPER 6 INCHES OF ENGINEERED 2 FILL PLACED IN THE BUILDING PAD SHOULD CONSIST OF ONSITE OR IMPORTED,NON-EXPANSIVE FILL WITH __----_ AN EXPANSION INDEX OF 15 OR LESS, Hr-TTTTTTTTT- '8.5.10 rr IS RECOMMENDED THAT EXTRA CARE BE TAKEN BY THE CONTRACTOR TO ENSURE THAT THE HORIZONTAL AND VERTICAL EXTENT OF THE OVER-EXCAVATION AND COMPACTION CONFORM TO THE SITE PREPARATION RECOMMENDATIONS PRESENTED IN TINS REPORT.THIS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL VERIFY IN WRITING TO THE OWNER THAT THE HORIZONTAL AND VERTICAL OVER-EXCAVATION LIMITS WERE COMPLETED IN CONFORMANCE WITH THE RECOMMENDATIONS OF THIS REPORT,THE PROJECT PLANS,AND THE SPECIFICATIONS(THE MOST STRINGENT APPLIES). THIS VERIFICATION SHALT.BE PERFORMED BY A LICENSED SURVEYOR. THE LICENSED SURVEYOR SHALL PROVIDE A PLAN AND CROSS-SEC110NS THAT DEMONSTRATE THAT THE HORIZONTAL AND VERTICAL EXTENT OF THE +� OVER-EXCAVATION REQUIRED BY I IS REPORT WAS ACHIEVED. THE SURVEYOR SHALL ALSO PROVIDE A "'•s WRITTEN REPORT TWAT STATES THE OVER-EXCAVATION WAS PERFORMED IN ACCORDANCE WITH THE PROJECT GEOIECINICAL ENGINEERING REPORT. THIS VERIFICATION SHOULD BE PROVIDED PRIOR TO REQUESTING PAD LEGEND CERTIFICATION OR EXCAVATING FOR FOUNDATIONS.' GRAPHIC SCALE 0 0 30 PROPOSED PROPERTY LINE SEE PROJECT GEOTECHNICAL ENGINEERING INVESTIGATION REPORT FOR MORE INFORMATION. ( IN FEES ) — PROPOSED SAWCUT 1 inch = 60 ft. _ — — _ PROPOSED LIMIT OF OVEREXCAVATION K L ALERT TO CONTRACTOR: ALL WM GENERAL.CONTRACTOR WORK TO BE COMPLETED(EMMIWORK,FINAL UTILITIES,AND FINAL GRADING)BY THE MILB70NE DATE IN PROJECT DOCUMENTS.OUTLOT AREA TO EE KEPT FREE OF JOB TRARERS AND STORAGE AFTER THE CONTRACT MILESTONE DATE FOR THE OUTLOT.WM GENERAL.CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUTLOT CONTRACTOR TO THE SPECIFIC P • AT AL TIMES AFTER MILESTONE DATE PURCHASER OF OUTLOT TO PROVIDE PERWr DOCUMENTS AND SWPPP REWIRED BY Know what'sbe(Ow. / STATEADCAL EE UIRIEWENTS FOR SPECIFIC OUTLOT' ^ C811 before you dig. MARK REVISIONS APPR. DATE OFESE PLANS DEVELOPMENTVE BEEN AND/OR CITY AND STATE LAWS,AND A PERMIT MAWED FOR COMPLIANCE WITH THE Y BEIATE ISSUED.ND TIONS PREPARED BY: 30 Executive Park,Suite 100 SEAL 00 ` BENCHMARK: CITY OF LAKE ELSINORE onavnNa NUMBER: DESIGNATION#3433 AGENCY:RIVERSIDE COUNTY TRANSPORTATION COMMISSION. A ��Ayl�I7sA1R1 Irvine,CA 92614 'O�NNOU o CONCRETE COLLARSLION NSOUTHWESTUMENT ECORNER FOUND CENTRAL AVENUE AND 2"BRASS DISC HCAMBERN ��0 O 1111��III Oo00IIII I L{Y11�B t:949 296 0450 f:949 296 0479. T AVENUE(DOWN 1.0').AGENCY:NOVO 1929 WALMART SUPERCENTER#2077-07 ■ r 29260 CENTRAL AVE LAKE ELSINORE,CA 92532 No ,124�o r SCALE: 1 _ 60 REMON HABIB RCE 83156 DATE DATE: CHECKED: JP DRAWN: BB OWSITE IMPROVEMENT PLANS SHEET 29 OF38 08I08/19 CIV,V DEMOLITION PLAN FILE No. �i4jf ��e -ABNN6 CITY ENGINEER J OUR AD RCE No. 46039 DATE OF CPVV April 10, 2019 I:"q,348 Flora—P:\2005\200800688\-CURRENTDROVANGS\.PRODUCTON FILES\ONSITE\2008005e8-C-10.0-DEMO 1 1 2 1 3 4 5 6 1 7 8 9 10 11 12 13 14 15 16 17 18 19 1 20 GENERAL NOTES A. PROJECT OFFICE WALL SWPPP POSTINGS: . a A THE FOLLOWING ITEMS MUST BE POSTED TOGETHER IN A SINGLE, ORGANIZED LOCATION ON A WAIL INSIDE THE PROJECT EROSION & SEDIMENT CONTROL PLANS FOR: OFFICE: i)SWPPP SITE MAPS(ALL PHASES); 2)SWPPP DETAIL SHEETS;3) MAP SHOWING LOCATION OF OFFSTE IMPORT OR ■ v'r� � EXPORT FACILITY; 4) REVISIONS TO DETAILS, SITE MAPS, OR SWPPP-RELATED RFIS; 5) SRE SWPPP BINDER; 6) SWICT PLACARD; 7) CURRENT OWNER STORMIWATER COMPLIANCE TRAINING CERTIFICATES FOR SUPERINTENDENT(S) AND COMPLIANCE OFFlCER(S);AND 8)CERTIFICATIONS AND/OR TRAINING CERTIFICATES REQUIRED TO PERFORM INSPECTIONS BY THE APPUCABLE 1 + CONSTRUCTION GENERAL PERMIT OR AUTHORITY HAVING JURISDICTION. B. PERMITTED PROJECT AREA: FOR PURPOSES OF THIS SWPPP AND ASSOCIATED DISTURBANCE, AS PERMIT, 'PERMITTED PROJECT AREA' IS DEFINED AS ANY AND Walmart .*** ALL AREAS WITHIN THE PROJECT LIMITS OF DISTURBANCE, AS SHOWN ON 7HE SWPPP SITE MAPS AND IDENTIFIED IN THE '* ' TO ELSIN B NOTICE OF INTENT TO THE AGENCY. ALL GROUND-DISTURBING AHU CONSTRUCTION-RELATED ACTINIDES (MATERIAL STORAGE, 70 AN NG 78 ; HWEST Fry DUMPSTERS, PARKING AREAS, PROJECT OFFICE TRAILER, ETC.) MUST BE INCLUDED WITHIN THE PERMITTED PROJECT AREA m fET.'T LIMITS OF DISTURBANCE. � TS' OFFSITE AREA(S)TO BE DISMEED AS PART OF THIS PROJECT(NOT ON OWNER PROPERTY): n , ALL AREAS OUTSIDE THE PERMITTED PROJECT AREA (I.E., LIMITS OF DISTURBANCE) ACQUIRED FOR USE BY THE GC OR A P E RC E N T E R ®7 7 O 7 , SUBCONTRACTOR OF THE GC(BORROW SOURCES,DISPOSAL AREAS, ETC.)MUST BE MANAGED IN ACCORDANCE WITH APPENDIX E - TAB 21 OF THE 02370 SPECIFICATION. THE CONTRACTOR IS REQUIRED TO LOCATE OFFICE TRAILERS AND MATERIAL r f C STORAGE AREAS FOR THE PROJECT WITHIN THE UNITS OF DISTURBANCE RIVE CONTRACTOR MAY REQUEST USE OF OFF-SITE " LOCATIONS FOR OFFICE TRAILERS OR NON-ERODIBLE MATERIAL STORAGE;HOWEVER,APPROVAL MUST BE OBTAINED FROM THE CONSTRUCTION MANAGER,THE CEC AND THE WAL-MART SWOT PRIOR TO THEIR USE. REQUESTS WILL BE REVIEWED ON A CENTRAL AV ©ENUE (74) & CAMBERN E N U E � T CASE BY CASE BASIS AND IF APPROVED,LIMITATIONS ON USE WILL BE PROVIDED BY THE CEC. C. LOPE1EARE NSPEC4 PROJECTS, LOCATED BEYOND THE OWNER PERMITTED PROJECT AREA. REQUIRING INSPECTION AND CITY OF LAKE E LS I N O RE, COUNTY OF RIVERSIDE, CALIFORNIA MAINTENANCE ASSOCIATED WITH THIS CONSTRUCTION PROJECT. D.1 NON-STORMWATER DISCHARGES: CITY EROSION CONTROL NOTES CITY EROSION CONTROL NOTES (CONT.) � D THE GENERAL PERMIT FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTINDES PROHIBITS MOST ALL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE ON CITY OF LAKE ELSINORE ORDINANCE NOS.802,882,772, 1258,529, 1004, 11. DISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING GROUNDWATER THAT HAS INFILTRATED INTO 11#CONSTRUCTION SITE IS USGS QUADRANGLE MAP NON-STORMWATER DISCHARGES DURING THE CONSTRUCTION PHASE. ALLOWABLE NON-STORMWATER DISCHARGES THAT OCCUR CONSTRUCTION SITE BEST MANAGEMENT PRACTICES(BMP'S)AND STANDARDS OUTLINED WITHIN THE LAKE ELSINORE DESIGN MANUAL NO GRADING PROHIBITED.DLSCHAROMG NONCONTAMINATED GROUNDWATER PRODUCED BY DEWA75M ACTIVITIES MAY REQUIRE A NATIONAL POLLUTANT DURING CONSTRUCTION ON 111IS PROJECT,ARE INCLUDED IN THE SECTION I E (DISCHARGE PROHIBITIONS) OF THE GENERAL PERMIT SHALL BE ISSUED WITHOUT AN EROSION CONTROL PLAN APPROVED BY THE CITY ENGINEER.THE EROSION CONTROL PLAN SHALL INCLUDE DISCHARGE ELIMINATION SYSTEM(NPDES)PERMIT FROM THE REGIONAL WATER QUALITY CONTROL BOARD. NOT TO SCALE PERMIT. DETAILS OF PROTECTIVE MEASURES,INCLUDING DESILTING BASINS OR OTHER TEMPORARY DRAINAGE OR CONTROL MEASURES,OR BOTH,AS MAY BE 12.STORM WATER RUNOFF SMALL NOT BE DIRECTED OVER ANY SLOPES WITHOUT PERMANENT DOWNDRAMIS I6IALLED.EROSION AND SEDIMENT a.CLEAN WATER,ORIGINATING FROM A PUBIC WATER SUPPLY OR PRIVATE WELL APPROVED BY THE STATE HEALTH DEPARTMENT. NECESSARY TO PROTECT THE WATER QUALITY OF RECEIVING WATER BODIES OR TO PROTECT ADJOINING PUBLIC AND PRIVATE PROPERTY FROM CONTROLS INCLUDING MAINTENANCE ARE REQUIRED ON ALL EXPOSED SLOPES UNTIL SIFT PERIIANIENT LAMOSCAPM RAS BEEN b. UNCONTAMINA10 GROUNDWATER,IN ACCORDANCE WITH APPLICABLE LOCAL GROUND WATER DEWATERING DAMAGE FROM EROSION,FLOODING OR THE DEPOSITION OF MUD OR DEBRIS WHICH MAY ORIGINATE FROM THE SITE OR RESULT FROM SUCH ESTABLISHED. 100%SLOPE PROTECTION MUST BE IN PLACE PRIOR 70 THE ISSUANCE OF THE FINAL CERTIFICATE OF OCCUPANCY. SITE PERMRS/REGULABDNS. GRADING OPERATIONS. 13.VEGETATION CLEARING AND BRUSHING ACTNIIBS SHALL NOT BE N�ITiATED DURING THE WET SEASON ON ANY SITES WNIH ARE NOT ADEQUATELY .IDEA S.ST�(PYES BEST MANAGEMENT PRACTICES (RIPS) MUST BE IMPLEMENTED FOR THE GENERAL PERMIT ALLOWABE DISCHARGES FOR THE 1.ALL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE WITH CTA'OF LAKE ELSINORE ORDINANCE PROTECTED WITH DESILUG BASINS OR OTHER TEMPORARY DRAINAGE OR CON Or SOIL SMALL BE PROPERLY CAMBERN fkVENUE SECURED WITH BMP'S TO ELIMINATE OR REDUCE SMIMENT TRANSPORT FROM TtE SITE 10 SMM,DRAINAGE FAOLIRS OR ADJACENT. E DURATION OF THE PERMIT. THE TECHNIQUES DESCRIBED IN THIS SWPPP FOCUS ON PROVIDING CONTROL OF POLLUTANT NOS.529,772,802,882, 1OD4, 1258,CONSTRUCTION SUE BEST MANAGEMENT PRACTICES(BMP'S),AND STANDARDS OUTLINED WITHIN THE PROPERTIES VIA RUNOFF,VEHICLE TRACKING,OR WIND DISCHARGES WITH PRACTICAL.APPROACHES THAT UTILIZE READILY AVAILABLE EXPERTISE,MATERIAL,AND EQUIPMENT. LAKE ELSINORE DESIGN MANUAL 14.STOCKPILES INACTIVE FOR A PERIOD OF 14 DAYS OR MORE SHALL BE COfM;ACTIVE STOCKPILES SHALL BE COVERED.PRIOR TD A 2.THE OEVELOPER/CONTRACTOR IS RESPONSIBLE FOR ANY DISCHARGES BY SUBCONTRACTORS. - FORECAST®RAIN. F NON-STORMWATER COMPONENTS OF SITE DISCHARGES MUST BE UNCONTAMINATED MON-TURBID WATER. ALL 3.IN CASE OF EMERGENCY,CALL (RESPONSIBLE PERSON)AT (24-14OUR PHONE 15.SPECIAL A71EVRON SMALL BE GIVEN TO PREPARATION AND INSTALLATION OF THE RAIN EVENT ACTION PLAN(REAP)AS REQUIRED BASED ON w NON-STORMWATER DISCHARGES MUST BE ROUTED TO A STORMWATER CONTROL PRIOR TO DISCHARGE. WATER USED FOR NUMBER). SITE RISK LEVEL OR AS MANDATED BY THE SANTA ANA REGIONAL BOARD NPDES PERMIT,GENERAL PERMIT-CONSI7Rt1CT10N ACTIVITIES. K F- CONSTRUCTION WHICH DISCHARGES FROM THE SITE MUST ORIGINATE FROM A PUBLIC WATER SUPPLY OR PRIVATE WELL 4, DEVICES TO REDUCE EROSION DAMAGE SHALL NOT BE PLACED MOVED OR MODIFIED WT?LOUT THE APPROVAL OF THE DIRECTOR OF PUBLIC 16.AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY,ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED AND F N W APPROVED BY THE STATE HEALTH DEPARTMENT. WATER USED FOR CONSTRUCTION THAT DOES NOT ORIGINATE FROM AN WORKS OR,IN AN EMERGENCY,BY THE PERSON RESPONSIBLE FOR GRADING OPERATIONS. PROPERLY DISPOSED OF IN TRASH OR RECYCLE BINS. wMJ w w APPROVED PUBLIC SUPPLY MUST NOT DISCHARGE FROM THE SITE; IT CAN RETAINED IN RETENTION PONDS UNTIL IT 5,AREAS TRAIT ARE CLEARED AND GRADED SHALL BE LIITFED TO ONLY THE PORTION OF THE SITE THAT IS NECESSARY FOR CONSTRUCTION.THE 17.THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM(NPDM PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL d' LC INFILTRATES OR EVAPORATES. WHEN NON-STORMWATER 15 DISCHARGED FROM THE SITE, T MUST BE DONE IN A MANNER CONSTRUCTION SITE SHALL BE MANAGED TO MINIMIZE THE EXPOSURE 71ME OF DISTURBED SOIL AREAS THROUGH PHASING AND SCHEDULING OF STORM WATER DISCHARGES. y y n p SUCH THAT IT DOES NOT CAUSE EROSION OF THE SOIL DURING DISCHARGE. GRADING AND THE USE OF TEMPORARY AND PERMANENT SOIL STABILIZATION. NPDES WDID 1 DATE WDID ISSUED: N L 6.ONCE DISTURBED,GRADED SLOPES EXCEEDING A 3:1 RATIO AND/OR TEN(10)FEET IN HEIGHT(TEMPORARY OR PERMANENT) COMM SHALL BE 18.THE UNDERSIGNED CIVIL ENGINEER,A QUALIFIED OSP AND/OR QSD WILL REVIEW PLACEMENT OF EROSION CO AND INSURE THAT WORK IS DEXTER Z AVENUE D.2 POWER WASHING: STABILIZED IF THEY WILL NOT BE WORKED WITHIN 7 DAYS. DURING THE STORM SEASON,ALL SLOPES SHALL BE STABILIZED 24 HOURS PRIOR TO IN ACCORDANCE WITH THE APPROVED PLANS. j PROCESS WATER SUCH AS POWER WASHING WATER AND CONCRETE CUTTING EFFLUENT,AMONG OTHERS,MUST BE COLLECTED A PREDICTED STORM EVENT.CONSTRUCTION SUES SHALL BE REVEGETATED AS EARLY AS FEASIBLE AFTER SOIL DISTURBANCE AND WITHIN 7-DAYS < DEXTER FOR TREATMENT AND DISPOSAL. IT MUST NOT BE FLUSHED INTO THE SITE STORM DRAIN SYSTEM OR DISCHARGED OFF-SITE. OF COMPLETION. 74717 12/31/19 15 PLACE D. DISCHARGE POINTS: 7.FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT THE CONCLUSION OF EACH WORKING DAY. (SIGNATURE) (RCE N0.) (EXP)(DATE) ALL DISCHARGE POINTS MUST BE INSPECTED TO DETERMINE WHETHER EROSION AND SEDIMENTATION CONTROL MEASURES ARE 8.THE CONTRACTOR SHALL BE RESPONSIBLEAND HAVE SIGNS POSTED ON THE SITE TO WARN AGAINST PUBLIC TRESPASS INTO AREAS WHERE CpRD EFFECTIVE IN PREVENTING DISCHARGE OF SEDIMENT FROM THE SITE AND/OR IMPACTS TO RECEIVING WATERS. SEDIMENT 9,DUSTSIHALL BEUCONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. HAZARDOUS MATERIAL MANAGEMENT 8 SPILL REPORTING � NA FRE ACCUMULATION DOWNGRADIENT OF DISCHARGE LOCATIONS SHALL BE REPORTED AS A SEDIMENT DISCHARGE(SEE APPENDIX E 10.PLACEMENT OF DEVICES TO REDUCE EROSION DAMAGE WITHIN THE DEVELOPMENT SHALL BE SHOWN ON THE APPROVED PLAN. z SWAY -TAB 14,SEDIMENT RELEASES,OF THE 02370 SPECIFICATION)AND THE POTEN714L UPSTREAM CAUSE SHALL BE INVESTIGATED 11. DESILTING FACILITIES AT ALL DRAINAGE INLETS FOR THE GRADED SITE SHALL BE DESIGNED FOR A TWENTY-FIVE(25)YEAR,SIX(6)HOUR ANY HAZARDOUS OR POTENTIALLY HAZARDOUS MATERIAL THAT IS BROUGHT ONTO THE CONSTRUCTION SITE SHALL BE HANDLED PROPERLY TO 7 G TO PREVENT FUTURE OCCURRENCE. CONTACT THE CM,CEC AND SWCT TO DETERMINE APPROPRIATE ACTION FOR CLEANUP OF STORM INTENSITY.THEY MUST BE DETAILED ON THE DAYS,DESIGN AND SPECIFIC RECOMMENDATIONS SHALL BE SUBMITTED FOR THE FOLLOWING: DISPEREDUCE POTENTIAL FOR F FOLLOWINORMINATERG POLLUTION. ALL MATERIALS USED S. R MILECONSTRUCTIONNDSITE SHALL BE PROPERLY STORED,HANDLED, DISCHARGED SEDIMENT THAT MAY BE OUTSIDE OF THE UNITS OF DISTURBANCE. SEE SAMPLING AND MONITORING OF A DESILTING BASIN VOLUME BASED ON GRADIENT AND NATURE OF SOILS. HANDLED AND DISPOSED PL FOLLOWING ALL APPLICABLE LABEL IMUM, ACCORDING ING TO 29 AND COMBUSTIBLE LE LIQUIDS SHALL CO STORED AND HANDLED ACCORDING TO APPLICABLE REGULATIONS, AND, AT A MINIMUM, ACCOROIJG TO 29 CFR 192fi.152. ONLY APPROVED CONTAINERS AND EFFLUENT PLAN(IF APPLICABLE). B)THE EXTENT OF ALL GRADED AREAS AND IDENTIFICATION OF ANY TEMPORARY SOIL STABILIZATION MEASURES. PORTABLE TANKS SHALL BE USED FOR STORAGE AND HANDLING OF FLAMMABLE AND COMBUSTIBLE LIQUIDS. C)SIZE OF DESILTING BASIN OUTLET PIPE AND OVERFLOW. EROSION &SEDIMENT CONTROL NOTES D)DIKE REQUIREMENTS.SHOW MINIMUM WALL WIDTH,SLOPE OF WALLS,PERCENT COMPACTION,ETC. MATERIAL SAFETY DATA SHEETS (MSDS) INFORMATION SHALL BE KEPT ON SITE FOR ANY AND ALL APPLICABLE MATERIALS. HOWEVER, MSDS MAY SITE LOCATION MAP A. CONTACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THIS STORM WATER POLLUTION PREVENTION E)OUTLET CONDITIONS FROM THE DESILTING BASIN SHALL NOT EXCEED DOWNSTREAM LIMITATIONS,WITH THE EXCEPTION OF OVERFLOW,WHICH IS ALSO BE ACCESSED VIA TELEPHONE OR OTHER ELECTRONIC MEANS OR APPARATUS. 7D SCALE TO BE DESIGNED TO PROVIDE CAPACITY OF 1.5 TIMES THE MAXIMUM DESIGN FLOW. NOT PLAN. ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL 12.NECESSARY MATERIALS SHALL BE AVAILABLE ON-SfIE AND AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY IN THE EVEW OF AN ACCIt9ETAL SPILL, IMMEDIATE ACTION SHALL BE TAKEN BY THE GC TO CONTAIN AND REMOVE THE SPILLED MATERIAL THE COST OF OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN A 50%CHANCE OR GREATER OF RAIN WM494 A 48 HOUR PERIOD IS SPILL SHALL BE REPORTED TO THE APPROPRIATE AGENCIES IN THE REQUIRED TIME FRAMES. AS REQUIRED UNDER THE PROVISIONS OF THE CLEAN H B. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR FORECAST FOR LAKE ELSINORE BY THE NATIONAL OCEANIC AND ATMOSPHERIC AGENCY(NOAA). , WATER ACT,ANY SPILL OR DISCHARGE ENTERING WATERS OF THE UNITED STATES SHALL BE PROPERLY REPORTED, SHEET INDEX MANUAL OF PRACTICE, AS APPUCABE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMUTING 13. OL A SHALL BE MAINTAINED AND INSPECTED DAILY TO MINIMIZE AND/OR PREVENT THE EKES SHOOT S SOIL E RUNOFF FROM DISTURBED ALL HAZARDOUS MATERIALS, INCLUDING CONTAMINATED SOIL AND LIQUID CONCRETE WASTE, SHALL BE DISPOSED OF BY THE CONTRACTOR IN THE AGENCY OR OWNER. EACH AREAS ON CONSTRUCTION SPIES.ALL AYRAINREMOVABLE PROTECTIVE EROSION CONTROL DEVICES SHOWN SHALL BE IN PLACE AT THE END OF MANNER SPECIFIED BY FEDERAL,STATE AND LOCAL REGULATIONS AND BY THE MANUFACTURER OF SUCH PRODUCTS. 31'ES-1 TIRE�� EACH WORKING DAY WHEN THE FOUR(4)DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT(40%). 31.ES-2 SWPPP IMPLEMENTATION SEQUENCE AND LIMITS OF WORK C. SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS 14.AFTER A RAINSTORM,ALL PROJECT GENERATED SILT AND DEBRIS SMALL BE REMOVED FROM CHECK BERMS,ONSDE PUBLIC DRAINS AND THE QQ SHALL PREPARE A WRITTEN RECORD OF ANY SPILL AND ASSOCIATED CLEAN-UP ACTIVITIES OF PETROLEUM PRODUCTS OR HAZARDOUS 32.ES-3 PHASE 1 -EROSION&SEDIMENT PLAN PIPES,DRAINS AND HYPES OF ADJACENT PROPERTIES AND DESILTING BASINS AND THE BASINS PUMPED DRY.ANY GRADED SLOPE BMP'S DAMAGED 33.ES-4 PHASE 11 -EROSION&SEDIMENT PLAN OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES. MATERIALS IN EXCESS Of 1 GALLON OR REPORTABLE QUANTITIES, WHICHEVER IS LESS, ON THE DAY OF THE SPIT. THE GC SHALL PROVIDE WRING A RAINSTORM SHALL ALSO IL IMMEDIATELY REPAIRED.FAILURE TO PROVIDE EFFECTIVE MAINTENANCE MAY RESULT IN PENALTIES. 34,ES-5 SCHEDULES,INFORMATION AND SUMMARY TABLES NOTICE TO OWNER, VIA THE ONLINE CRITICAL INCIDENT REPORT, IMMEDIATELY UPON [IDENTIFICATION OF ANY SPILL SPILL REPORT FORMS ARE 15.DISCHARGING CONTAMINATED SOUS VIA SURFACE.EROSION IS PROHIBITED. 35.ES-6 DETAILS D. CONTRACTOR TO LIMIT DISTURBANCE OF SITE IN STRICT ACCORDANCE WITH SWPPP IMPLEMENTATION SEQUENCE, OR :S PRINTED AVAILABLE IN THE ONLINE SWPPP REPORTING SYSTEM PROVIDED BY THE OWINER. COPIES OF SPILL CRITICAL INCIDENT REPORTS SHOULD BE 16.CONSTRUCTION ACCESS POINTS SHALL�STABILIZED WITH A COMBINATION OF ROCK AND SHAKER PLATES YEAR-ROUND TO PREVENT 36.ES-7 DETAILS REQUIRED BY THE APPLICABLE GENERAL PERMIT. NO UNNECESSARY OR IMPROPERLY SEQUENCED CLEARING AND/OR GRADING TRACK-OUT.ROUTINE STREET SWEEPING SHALL BE PERFORMED ON ALL PAVED STREETS WHERE TRACKING IS OBSERVED.VACUUM SWEEPERS PRINTED AND MAINTAINED IN THE JOBSITE BINDER. 37.ES-8 PERFORMANCE STANDARDS SHALL BE PERMITTED. SHALL BE USED WHEN STREET SWEEPING BECOMES INEFFECTIVE. ANY SPILLS OF PETROLEUM PRODUCTS OR HAZARDOUS MATERIALS IN EXCESS OF REPORTABLE QUANTITIES AS DERNED BY EPA OR THE STATE OR 38•ES-9 OFF-SITE EROSION CONTROL OVERALL PLAN E. ALL DENUDED/BARE AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE, MUST BE STABILIZED IMMEDIATELY UPON NPDES/STORM WATER POLLUTION NOTES LOCAL AGENCY REGULATIONS,SHALL BE IMMEDIATELY REPORTED TO THE EPA NATIONAL RESPONSE CENTER(1-800-424-8802) ENGINEER COMPLETION OF MOST RECENT GRADING ACTIVITY, WITH THE USE OF FAST-GERMINATING ANNUAL GRASS/GRAIN VARIETIES, THE STATE REPORTABLE QUANTITY FOR PETROLEUM PRODUCTS IS:42 GALLONS STRAW/HAY MULCH, WOOD CELLULOSE FIBERS, TACKIFIERS, NETTING AND/OR BLANKETS. COMPLETION MUST BE ACHIEVED 1.FOR PROJECTS THAT REWIRE COVERAGE UNDER THE GENERAL CONSTRUCTION PERMIT,THE PROPERTY OWNER IS RESPONSIBLE FOR ENSURING WITHIN 14 DAYS. THAT A QUALIFIED SWPPP PRACTITIONER(OSP)AND QUAUFIED SWPPP DEVELOPER(QSD)IMPLEMENT AND MAINTAIN THE SWPPP-APPROVED, THE REPORTABLE QUANTITY FOR HAZARDOUS MATERIALS CAN BE FOUND IN 40 CFR 302 AND www.epa.gov ��,YYYIII F. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY PRE-QUALIFIED BMP'S FROM THE CALIFORNIA STORM WATER QUALITY ASSOCIATION(CASQA)HANDBOOK/WEBSTE FOR CONSTRUCTION TO RETAIN CONTACT:JOIN NOURZAD DEVELOPER/OWNER STABILIZED AS SHOWN ON 71# PLANS. THESE AREAS SHALL SEEDED, SODDED, AND/OR VEGETATED IMMEDIATELY, AND SEDIMENTS AND POLLUTANTS OF CONCERN FROM AREAS DISTURBED ONSIDE TO THE MAXIMUM EXTENT PRACTICABLE DURING ANY PHASE OF TO MNMIZE THE POTENTIAL FOR A SPILL OF PETROLEUM PRODUCT OR HAZARDOUS MATERIALS TO COME IN CONTACT WITH 9ORMWATER,THE 30 EXECUTIVE PARK,STE 1BO WAN.-MART REAL ESTATES CONSTRUCTION OPERATIONS.FOR ALL OTTER PROJECTS,THE PROPERTY OWNER IS RESPONSIBLE FOR ENSURING THAT BMPS FOR CONSTRUCTION FOLLOWING STEPS SHALL BE IMPLEMENTED: IRVINE,CA 92614 BUSINESS TRUST COMPLETED NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS.REFER TO THE ARE IMPLEMENTED TO RETAIN SEDIMENTS AND POLLUTANTS OF CONCERN FROM AREAS DISTURBED ONSIDE TO THE MAXIMUM EXTENT PRACTICABLE. - T:(949)296-0450 2001 SE 10TH STREET L GRADING PLAN AND/OR LANDSCAPE PLAN. THE EROSION CONTROL MEASURES INCLUDE THOSE SHOWN ON THIS PLAN AS WELL AS ANY ADDITIONAL EROSION CONTROL MEASURES DICTATED 1)ALL MATERIALS WITH HAZARDOUS PROPERTIES,SUCH AS PESTICIDES,PETROLEUM PRODUCTS, FERTILIZERS,SOAPS,DETERGENTS,CONSTRUCTION F(949)296-0479 B��AR BY FIELD CONDITIONS TO PREVENT EROSION AND/OR THE INTROWCTION OF POLLUTANTS INTO EXISTING PUBLIC STREETS AND/OR ONTO 72716-5570 CHEMICALS,ADDS, BASES, PAINTS, PAINT SOLENTS.ADDITIVES FOR SOU.STABUZATION,CONCRETE,CURING COMPOUNDS AND ADDITIVES, ETC., 479-204-11 G. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND ADJACENT PROPERTIES WRING ANY PHASE OF CONSTRUCTION. SHALL BE STORED IN A SECURE LOCATION,UNDER COVER AND IN APPROPRIATE,TIGHTLY SEALED CONTAINERS WHEN NOT IN USE. 479-204-TITS EROSION. TEMPORARY AND/OR PERMANENT STABILIZATION SHALL BE APPLIED PER REQUIREMENTS IN THESE E&S CONTROL 2,FOR PROJECTS THAT REQUIRE COVERAGE UNDER THE GENERAL CONSTRUCTION PERMIT,THE STORM WATER POLLUTION PREVENTION PLAN(SWPPP) SITE OPERATOR/GENERAL CONTRACTOR: NOTES. SHALL BE KEPT ON-SITE AND MADE AVAILABLE UPON REQUEST OF A REPRESENTATIVE OF THE REGIONAL WATER QUALITY CONTROL BOARD 2)T IE MINIMUM PRACTICAL QUANTITY OF ALL SUCH MATERIALS SHALL BE KEPT ON THE JOB SITE AND SCHEDULED FOR DELIVERY AS CLOSE TO H, DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT,THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION -SANTA ANA REGION AND/OR THE CITY OF LAKE CONDITION THE OF USE AS PRACTICAL ADJUSTING THE EROSION AND SEDIMENT CONTROL MEASURES (SILT FENCES, ETC.)TO PREVENT EROSION AND POLLUTANT 3.CONSTRUCTION STIES SHALL AT MAINTAINEDOTHR T SUCH A CONDITION THAT TO ANTICIPATED STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE.DISCHARGES OF MATERIAL OTHER THAN STORM WATER(NON-STORM WATER)ARE PROHIBITED EXCEPT AS AUTHORIZED 8Y AN 3)A SPILL CONTROL AND CONTAINMENT KIT(CONTAINING FOR EXAMPLE,ABSORBENT MATERIAL SUCH AS KITTY LITTER OR SAWDUST,ACID, BASE, SUPERINTENDENT: DISCHARGE OFF-SITE INDIVIDUAL NPDES PERMIT UNDER THE STATEWIDE GENERAL PERMIT-CONSTRUCTION ACTIVITY. NEUTRALIZING AGENT, BROOMS, DUST PANS, MOPS, RAGS, GLOVES, GOGGLES, PLASTIC AND METAL TRASH CONTAINERS, ETC.) SHALL BE 4.POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO:SOLID OR LIQUID CHEMICAL SPILLS;WASTES FROM PAINTS,STAINS,SEALANTS, k 1. ALL MEASURES STATED ON THIS SITE MAP,AND IN TIRE STORM WATER POLLUTION PREVENTION PLAN,SHALL BE MAINTAINED SOLVENTS.DETERGENTS,GLUES,LINE,PESTICIDES,HERBICIDES,FERTILIZERS,WOOD PRESERVATIVES,AND ASBESTOS FIRS,PAINT FLAKES OR PROVIDED AT THE CONSTRUCTION SITE AND ITS LOCATION(S)SHALL BE IDENTIFIED WITH LEGIBLE SIOIAGE AND SHOWN ON SITE MAPS. IMPORTANT: GC MUST SIGN ALL MAN SHEETS AND IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION STUCCO FRAGMENTS;FUELS,OILS LUBRICANTS,AND HYDRAULIC,RADIATOR OR BATTERY FLUIDS;CONCRETE AND RELATED CUTTING OR CURING 0.THE SPILL CONTROL AND CONTAINMENT KIT SUPPLIES SHALL BE OF SUFFICIENT QUANTITIES AND APPROPRIATE CONTENT TO CONTAIN A ANY NEW PLAN SHEETS ISSUED BY THE CEC. OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN RESIDUES;FLAMTABLE WASTES;WASTES FROM ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING;WASTES FROM STREET CLEANING; SPILL FROM THE LARGEST ANTICIPATE)PIECE OF EQUIPMENT AND FROM THE LARGEST ANTICIPATED QUANTITIES OF PRODUCTS STORED ON ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT,WHICHEVER IS MORE STRINGENT,AND REPAIRED AND SUPER-CHLORINATED POTABLE WATER FROM LINE FLUSHING AND TESTING. WRING CONSTRUCTION,DISPOSAL OF SUCH MATERIALS SHOULD T14E SITE AT ANY GIVEN TIE. TO REPORT ALL SIGNIFICANT RELEASES OR IN ACCORDANCE WITH THE SITE PLANS. OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-STIE PHYSICALLY SEPARATED FROM POTENTIAL STORM WATER RUNOFF,WITH b.CONTENTS SHALL BE INSPECTED DAILY DURING THE DAILY STORMWAnR INSPECTION. THREATENED RELEASES OF HAZARDOUS MATERIALS, ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL STATE AND FEDERAL REQUIREMENTS. CONTRACTOR SHALL CONTACT 811 (ANC 0 E.S.HA SHALL NOTIFY THE J. STORM WATER POLLUTANT CONTROL MEASURES INSTALLED DURING CONSTRUCTION, THAT WILL ALSO PROVIDE STORM WATER 5.RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITE AND MUST NOT BE DISCHARGED TO RECEIVING 4)ALL PRODUCTS SHALL BE STORED IN AND USED FROM THE ORIGINAL CONTAINER WITH THE ORIGINAL PRODUCT LABEL CONTAINERS MUST BE FOR LOCATION OF ALL UTILITIES, CALIFORNIA O.(OR HAZARDOUS MATERIAL LINT.FIRST MANAGEMENT AFTER CONSTRUCTION,ARE INCLUDED IN 714E CONTRACT DOCUMENTS.THE SUE-SPECIFIC POST CONSTRUCTION yyp OR THE LOCAL STORM DRAIN SYSTEM. STORED IN A MANNER TO PROTECT THEM FROM THE ELEMENTS AND INCIDENTAL DAMAGE. CALL 9-1-1 (OR LOCAL EMERGENCY RESPONSE STORM WATER OPERATION AND MAINTENANCE(O&M)MANUAL IS INCLUDED IN THE CONTRACT DOCUMENTS. 6.APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS,WASTES,SPILLS OR RESIDUES SHALL BE IMPLEMENTED TO ELIMINATE OR REDUCE AT LEAST 72 HOURS PRIOR TO AGENCY)THEN CALL THE GOVERNOR'S OFFICE OF TRANSPORT FROM THE SITE TO STREETS,DRAINAGE FACILITIES,OR ADJOINING PROPERTIES BY WIND OR RUNOFF. PRODUCTS SHALL BE USED IN STRICT COMPLIANCE WITH INSfRUCTONS ON THE PRODUCT LABEL BEGINNING CONSTRUCTION EMERGENCY SERVICES(O.E.S.),CALIFORNIA STATE L K. ALL PERMANENT CONTROLS AND SYSTEMS MUST BE INSTALLED AND FUNCTIONING AS DESIGNED AND FREE OF ACCUMULATED 7,MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLSHHED.FUEL TANK,PORTABLE TOILET'S,LIQUIDS,GELS AND POWDERS SHALL HAVE - WARNING CENTER AT: SEDIMENT AND DEBRIS DURING FINAL PROJECT INSPECTION AND APPROVAL SECONDARY CONTAINMENT AND BE STORED AWAY FROM ALL PRIVATE I PUBLIC STORM WATER CONVEYANCE SYSTEMS,SIDEWALKS, 6)THE DISPOSAL OF EXCESS OR USED PRODUCTS SMALL BE IN STRICT COMPLANCE WIITR INSTRlICT1dJS ON THE PRODUCT LABEL AND 1-800-852-7550 RIGHTS-OF-WAYS AND FLOW-LINES. REGULATIONS. ALERT TO CONTRACTOR: ALERT TO CONTRACTOR: 8.ALL PORTABLE MIXERS SHALL HAVE PLASTIC LINERS UNDERNEATH WITH GRAVEL BAGS PLACES ON THE DOWN-HILL SIDE OF THE LINERS TO NOTE TO GENERAL CONTRACTOR: CONTAIN DISCHARGES. 1.THE SITEWORK FOR THE WAL-MART PORTION OF THIS PROJECT SHAD.MEET OR EXCEED THE'SITE ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK,FINAL UTILITIES,AND FINAL GRADING)BY THE MILESTONE 9,CONTROLLED STREET WASHING WILL ONLY BE ALLOWED PRIOR TO THE APPLICATION OF ASPHALT SEAL COATS AND ONLY WHEN ALL PERTINENT WDID# SPECIFIC SPECIFICATIONS.* PRIOR TO CONSTRUCTION,GC MUST CLEARLY DELINEATE AND MARK OFF DATE IN PROJECT DOCUMENTS.OUTLOT AREA TO BE KEPT FREE OF JOB TRAILERS AND STORAGE AFTER THE CONTRACT DRAINAGE INLETS ARE PROTECTED. MILESTONE DATE FOR THE OUTLOT.WM GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUTLET CONTRACTOR TO THE 10.ALL CONSTRUCTION CONTRACTORS AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE REQUIRED BMP'S AND GOOD 2.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY AREAS IDENTIFIED IN OF SWPPP OR IN THE FIELD,TO BE PROJECTED SPECIFIC PARCEL AT ALL TIMES AFTER MILESTONE DATE.PURCHASER OF OUTLET TO PROVIDE PERMIT DOCUMENTS AND SWPPP HOUSEKEEPING MEASURES FOR THE CT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS. (SUCH AS,NATURAL,HISTORIC TREES,HABITATS OF ENDANGERED M REQUIRED BY STATE/LOCAL REQUIREMENTS FOR SPECIFIC OUTLOT. 23.V 8,(3,1 g CONNECTIONNN OF SERVICES. BE PERFORMED PRIOR TO CONTRACT COMPLETION AND THE FINAL 7HREA7T7NED SPECIES,HISTORIC PROPERTIES,ETC.). MARK REVISIONS APPR. DATE OFESE PLMS HAVE BEEN REVIEWED FOR COMPUMCE DEVELOPMENT AND/OR CITY AND STATE LAWS,AND AITH THE PERMT MAY BERIATE ISSUED.NDITIONS PREPARED BY: SEAL BENCHMARK: LAKE A� DRAWING Nuwe[a: 30 Executive Park,Suite 100 Z DESIGNATION 16.96 AGENCY:RIVERSIDE COUNTY TRANSPORTATION COMMISSION. CITY OF LAKE ELSINORE 1�.p�(,,,C_,,'�r.A�W■p, Irvine,CA 92614 Z9 o�N N0Ug74 CONCRETE COLLAR.LOCATION:MONUMENT SOUTHWEST CORNER CENTRAL AVENUE AND CAMBERN ES 1 �'�'•��'a'_"-p t:949 296 0450 f:949 296 0479 �4� o ff„ AVENUE(DOWN 1.0').AGENCY:NM 1929 rya, 0 9 SCALE: DRAWN: BB EROSION CONTROL � - -2►-I� El.12 31 20 N/A SHEET 30 OF 38 MON HABIB RICE 83156 DATE 7 OB/08/19 ,PqT CIV1 ��r COVER SHEET FILE No. AGTRNs CITY ENGINEER J OUR AD RCE No. 46039 DATE F OF cAYa� DATE: April 10, 2019 CHECKED: JP i�-3'19 fllaAwme:P:\2008\200BOOSW\-CURRENTDRAMNGS\-PRODUCTION FILES\ONSRE\200800688-ES-1 -COVER '7 i1 2 1 3 1 4 15 1 6 1 7 18 9 10 11 112 113 1 14 1 15 1 16 117 118 19 20 A \�g t j v SWPPP IMPLEMENTATION SEQUENCE P �'&, �I/ !/ NOMUPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS:TRAILER,PARKING,LAYDOWN,PORTA-P07TYWHEELWASH,CONCRETE WASHOUT,MASONS AREA,FUELAND MATERIAL STORAGE LEGEND '\ AREASICONTAINERS,SOLID WASTE CONTAINERS,ECC,IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY 000URTHROUGHOUT THE CONSTRUCTION PROCESS.IN ADDITION,NOTE ALL AREAS WHERE FILL IS IMPORTED FROM OR SOIL IS EXPORTED TO ON THE SITE MAPS. NOTE:DOWN SLOPEPROTECTIVE MEASURES MUST ALWAYS BE IN PLACEBEFORE SOIL IS DISTURBED.ACTIVITIES ARE PRESENT IN THE ORDER OR SEQUENCE IN WHICH THEY ARE REQUIRED TO BE COMPLETED. LIMITS �F DISTURBANCE —————- PERMITTED LIMITS OF DISTURBANCE PHASE I-A \I Af! ��I i rl� ! ti ) 1 t M B !t J / r ( ,. J /T\�� / 1 t f -..\ �V I ( t 1. INN 1'HE SWPPP INFORMATION SIGN AND POST REQUIRED DOCUMENTS NEAR PLANNED CONSTRUCTION EDIT,AND WITHIN EASY ACCESS TO THE GENERAL PUBLIC WITHOUT ENTERING THE - LIMITS GF WORK 11 I ( f".. r I f r i� f \ \_ 1 2. STAKEIFLAG THE LOD(WHERE STAKING IS NOT POSSIBLEIPRACIICAT„THE LOD MUST BE CONSPICUOUSLY,AND PROMINENTLY,MARRED TO DENOTE THE BOUNDARY} LOD MUST REMAIN - 1�11/r CONSPICUOUSLY MARKED THROUGHOUT THE ENTIRE CONSTRUCTION PROJECT. I `'r / { ( , i! ((i '• ( _ Y 3. INSTALL PERIMETER SEDIMENT CONTROL BMPS IN THE VICINITY OF,AND DOWN GRADIENT FROM,THE LOCATION OF THE PLANNED CONSTRUCTION EXIT,CONSTRUCTION OFFICE TRAILER,ANDstipi TEMPORARY PARKING AND STORAGE AREAS.CLEARONLY THE MINIMUM AREA ABSOLUTELY NECESSARY TO INSTALL THESE PERIMETER CONTROL BMPS +�I �1/ n—f /J /f ,/��! ^-•....,.\`! t !/ ,`\ \\ ( 9r-0r ER / w }u 4. INSTALL STABILIZED CONSTRUCTION EXIT(S)WITH SEDIMENT TRAPS,AND SET THE PROJECT OFFICE TRAILER. S. INSTALL REMAINING PERIMETER SEDIMENT CONTROL BMPS,AS SHOWN ON THE SITE MAPS.CLEAR ONLY THE MINIMUM AREA NECESSARY TO INSTALL PERIMETER CONTROL BMPS. " 1/( r tf! ! ��/1� ! �� ,.i a 6. PREPARE TEMPORARY PARKING AND STORAGE AREA. T� ! 7. HALTALLACTIVITTES ,l `. /()1 ^ / / 4( / "•"r ( d ' CONTACT THE CEC TO PERFORM INSPECTION AND CERTIFICATION OF BMPS. BMP CERTIFICATION MUST OCCUR BEFORE STORMWATER PRE-CONSTRUCTION MEETING. (THIS MAY BE SCHEDULED IN -- ) �\ y ADVANCE IN ANTICIPATION OF THE EXPECTED DATE THE ABOVE SEQUENCE ITEMS WILL BE COMPLETED.) ALL EXCEPTIONS NOTED ON THE BMP CERTIFICATION FORM MUST BE ADDED TO THE FIRST DAILY REPORT AS DEFICIENCIES AND RESOLVED WITHIN 24•HOURS.BMPS ARE NOT TO BE CERTIFIED IF ONE OR MORE OF THE EXCEPTIONS WILL NOT BE ABLE TO BE RESOLVED WITHIN 24-11OURS OF THE BMP CERTIFICATION BY THE CEC. IF THE CEC IS UNABLE TO CERTIFY THAT SITE CONDITIONS ARE PER PLANS AND SPECIFICATIONS,TIIN CERTIFICATION OF BMPS MUST BE RESCHEDULED.THE STORMWATER PRE-CONSTRUCTION MEETING MAY ONLY OCCUR AFTER BMPS CERTIFICATION IS COMPLETED. GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT THE STORMWATER PRE-CONSTRUCTION MEETING WITH THE CEC,OWNER'S CONSTRUCTION MANAGER AGENCY(IES)AND SUBCONTRACTORS / d f BEFORE PROCEEDING WITH CONSTRUCTION. DAILY STORMWATER INSPECTION REPORTS IN THE ONLINE SWPPP REPORTING SYSTEM PROVIDED BY THE OWNER MUST START ON THE NEXT BUSINESS DAY AFTER THE RMP CERTIFICATION IS c /,\ - .� �,,..., /A t1 SIGNEDICERTIFIED BY THE CEC. / L=1 1 t 1 1 I ( PHASE I-B ,! fir t J (11 S. CLEAR ONLY THE MINIMUM AREA ABSOLUTELY NECESSARY TO INSTALL SEDIMENT BASIN(S)AND MAP%INCLUDING STOCKPILE AREAS NECESSARY FOR SPOT,FROM THESE REQUIRED STRUCTURAL MENT NTROL BMPS. PHASE 1 LIMITS OF WORK 9. ONSTRUCT SEDIMENT BASINS'A'&B'WITH APPROPRIATE OUTFALL STRUCTURES,AS SPECIFIED ON SHEET ES-3. E N.T.S 10. STABILIZE SIDE SLOPES,BOTTOM AND ALL SIDES OF EMBANKMENTS OR SLOPES OF SEDIMENT BASINS IMMEDIATELY UPON COMPLETION OF EACH,AS SPECIFIED IN THE SWPPP. - (SEE OFF-SITE EROSION CONTROL PLAN FOR ADDITIONAL LIMITS OF WORK) 11. INSTALL HYDRAULIC CONTROL STRUCTURES(DIVERSION DIKES,DIVERSION SWALES,CHECK DAMS,ETC.),AS SPECIFIED ON SHEET ES-3. 12. STABILIZE SIDE SLOPES AND FLOW LINE OF HYDRAULIC CONTROL STRUCTURES(DIVERSION DIKES AND SWALES)WITH SEED,FERTILIZER AND ROLLED EROSION CONTROL PRODUCTS OR OTHER - EROSION RESISTANT LINING,AS SPECIFIED IN THE SWPPP. _ F IN PHASE2 1. BEGIN CLEARING AND GRUBBING TkI3ITE.(PHASE CLEARING AND GRUBBING TO THE EXTENT PRACTICAL TO MINIMIZE THE AMOUNT OF AREA DISTURBED AT ANY POINT IN TIRE) 2. BEGINGRADINGT7I SITE. - G �*- ®.•., 3. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. 4. TEMPORARILY STABILIZE,THROUGHOUT CONSTRUCTION IMMEDIATELY FOLLOWING THE COMPLETION OF THE MOST RECENT LAND DISTURBINGIGRADING ACTIVITY,ANY DISTURBED AREAS, ) INCLUDING MATERIAL STOCKPILES THAT ARE SCHEDULED OR LIKELY TO REMAIN INACTIVE FOR 14 DAYS OR MORE. t 5. IMMEDIATELY PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. g ,,., 6. INSTALL UTILITIES,UNDERDRAINS,STORM SEWERS,CURBS AND GUTTERS. s ^// / ( 7. INSTALL RIP RAP AROUND OUTLET STRUCTURES AS EACH OUTLET STRUCTURE IS INSTALLED. & INSTALL INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS EACH INLET STRUCTURE IS INSTALLED, II F ( ( 9. PREPARE SITE FOR PAVING. �„•f(/� / 1 I 10. PAVE SITE. g 11. INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES,PER RMP DETAILS, s H RAIL `L t '^I"' 12, COMPLETE GRADING AND INSTALLATION OF PERMANENT SfABILIZATION OVER ALL AREAS,INCLUDING OUT LOTS AND PONDS. 1 \ l/ t 13. OBTAIN COONPIRMATTON FROM THE OWNER'S CONSTRUCTION MANAGER(CMS)THAT THE SITE HAS BEEN FULLY STABILIZED AND ALL CONSTRUCTION HAS BEEN COMPLETED. N,i v f THEN: A REMOVE ALL REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL BPSTMANAGEMENT PRACTICES(BMPS), B. STABILIZE ANY AREAS DISTURBED BYTHE REMOVAL OF TEMPORARY LIMPS,AND C. ASK THE CM TO CONTACT THE CEC TO COMPLETE THE CEC PRE-NOT SITE INSPECTION ANDRF80RT(ONLY CM MAY DO THIS). 14. CONTINUE DAILY INSPECTIONS AND REPORTS ANTI,THE CM FINAL DAILY INSPECTION REPORT,MARKED'READY TO TERMINATE PERMIT,IS SIGNED BY THE CONSTRUCTION MANAGER AND SUBMITTED VIA THE ONLINE SWPPP REPORTING SYSTEM PROVIDED BY TILE OWNER NOTE:THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION-RELATED ACTIVITIES CONCURRENTLY,ONLY IF ALL PRECEDING BMPS AND STABILIZATION ACTIVITIES HAVE BEEN COMPLETELY INSTALLED. BMP-RELATED STEPS IN THE ABOVE SEQUENCE ARE BOLDED FOR CLARITY.THE CEC MUST APPROVE,IN WRITING,ANY CHANGES IN THE ABOVE SWPPP IMPLEMENTATION SEQUENCE,BEFORE THEIR IMPLEMENTATION _ BEGINS. THE ESTIMATED DATES OF IMPLEMENTATION OF POLLUTION CONTROL MEASURES SHALL BE DOCUMENTED BY THE CONTRACTOR ON THE SOIL BROSIONISEDIMENATION CONTROL OPERATION TIME SCHEDULE ON ES-5. JAI PHASE 2 LIMITS OF WORK N.T.S (SEE OFF-SITE EROSION CONTROL PLAN FOR ADDIRONAL LIMITS OF WORK) MINIMIZATION OF DISTURBED AREAS: DEVELOPER/OWNER K WAL-MART REAL ESTATES 1. CONTRACTOR SHALL MANAGE CONSTRUCTION ACTIVITIES TO REDUCE BUSINESS TRUST EROSION AND RETAIN SEDIMENT AND OTHER POLLUTANTS IN THE SOIL AT 2001 SE IOTA STREET THE CONSTRUCTION SITE. BEIJTONVILLE AR 72716-5570 2. CONTRACTOR SHALL MINIMIZE THE TIME BARE SOIL IS EXPOSED. 479-204-1195 3. CONTRACTOR SHALL MINIMIZE SITE DISTURBANCE BY MINIMIZING THE SITE OPERATOR/GENERAL.CONTRACTOR: EXTENT OF GRADING AND CLEARING TO EFFECTIVELY REDUCE SEDIMENT YIELD. L SUPERINTENDENT. NOTE TO CC:OWNER HAS AUTHORITY AT ANY TIME TO LIMIT SURFACE AREA OF ERODIBLE EARTH MATERIAL EXPOSED BY CLEARING AND GRUBBING,EXCAVATION, NOTE TO GENERAL CONTRACTOR: ALERT TO CONTRACTOR: BORROW AND EMBANKMENT OPERATIONS AND TO DIRECT THE GC TO PROVIDE IMPORTANT: GC MUST SIGN ALL PLAN SHEETS AND CONTRACTOR SHALL CONTACT 811 IMMEDIATE PERMANENT OR TEMPORARY POLLUTION CONTROL MEASURES. ANY NEW PLAN SHEETS ISSUED BY.THE CEC. ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK,FINAL UTILITIES,AND FINAL GRADING)BY THE MILESTONE FOR LOCATION OF ALL UTILITIES, PRIOR TO CONSTRUCTION,GC MUST CLEARLY DELINEATE AND MARK OFF DATE IN PROJECT DOCUMENTS.OUTLOT AREA TO BE KEPT FREE OF JOB TRAILERS AND STORAGE AFTER THE CONTRACT AT LEAST 72 HOURS PRIOR TO AREAS IDENTIFIED IN THE SWPPP OR IN THE FIELD.TO BE PROTECTED MILESTONE DATE FOR THE OUTLOT.WM GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUTLOT CONTRACTOR TO THE BEGINNING'CONSTRUCTION (SUCH AS,NATURAL BUFFERS,TREES,HABITATS OF ENDANGERED/ SPECIFIC PARCEL AT ALL TIMES AFTER MILESTONE DATE.PURCHASER OF OUTLOT TO PROVIDE PERMIT DOCUMENTS AND SWPPP M THREATENED SPECIES,HISTORIC PROPERTIES.ETC.). REQUIRED BY STATE/LOCAL REQUIREMENTS FOR SPECIFIC OUTLET THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS PREPARED BY: SEAL BENCHMARK: CITY DRAWING NUMBER: MARK REVISIONS APPR. DATE OF DEVELOPMENT AND/OR CITY AND STATE LAWS,AND A PERMIT MAY BE ISSUED. ■�,� 30 Executive Park,Suke 100 OIq/ �} DESIGNATION#3433 AGENCY:RIVERSIDE COUNTY TRANSPORTATION COMMISSION. CI I 1 OF LAKE ELSINORE��IYTit Irvine,CA92814 o,NNNOURj'O v CONCRRETE COLLAR.LOCATION:NSOUTHWEST CORNER CENTRAL AVENUE AND UMENT TYPE, FOUND 2*Bftk�S DISC HCAMBERN ES-2 - t:949 296 0450 I:949 296 0479 s AVENUE(DOWN 1.0').AGENCY:NOVD 1929 z (—tat �• 46039 SCALE: DRAWN: BB EROSION CONTROL ° SWPPP SEQUENCE&LINERS OF oatos/Is El.12 31 20 * AS NOTED SHEET 31 OF 38 0011116 REMON HABIB CITY ENGINEER JE 83156 DnrL OUR AD RCE No. 46039 DATE U?grF OFYC��\p DATE: - CHECKED: JP WORK FILE - April 10, 2019 i q- 5o Filename:P:\2008\200800688\-CURRENMRAVANGS\-PR000CTWN FILES\ONSRE\200R006R6-ES-2-ES-4-PHI _ 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 10 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 4 WINE It' EROSION NOTES & LEGEND SHE FUTURES ILLLI A 7 PROPERTY/RIGHT-OF-WAY LINE SEE OFFSITE EROSION V11' IUMIT OF CONTROL PLANS.FOR SEE OFFSITE INSTALL 1,00' 2i� CON PROPOSED LIMITS OF DISTURBANCE. CONSTRUCTION FENCE AND SILT FENCE. FOR U CONSTRUCTION FENCING SHALL BE %,�Comp _11�78__.i? SHEET ES INSTALLED WITHIN THE PROPOSED LIMITS OF CONTINUATION SEE EROSION DISTURBANCE CONTINUATION SEE CAMBIERICAV SE7 (NOTE: CONTROL PLANS VE SS SQBG SHEET ES DISTURBANCE.SILT FENCING SHALL BE INSTALLED INSIDE OF THE CONSTRUCTION FENCE p! 7 J LAX% X.XX% DIRECTION OF OVERLAND FLOW.EXISTING , \ \ - EROSION DIRECTION SEE OFFSITE ERO B STAGING AREA 2"THICK ra. CONTROL PLANS.FOR SLOPE SHOWN AS(X.XX%) 71-11�1 1 165' il'AGGREGATE BASE k �,�\ k I CONTINUATION SEE DUSTING CONTOUR ELEVATIONS :1% -111 'OF SF 0101m SHEET ES-9. I LIMIT STORMWATER OUTFLOW SF CF j tl� 11, 1 FLOWS ININD ME EX 3o"SO ON cTIANE STRMEEF I XXXX PROPOSED CONTOUR ELEVATIONS 7 - DISTURBANCE F OF AND 7W SD ON 3RDS WSrRI WHICH BOTH 7 Q lWrMCMN WITH DOW AVENUE.THEN GATE 41" ON-SITE LIMIT OF LIMITS OF DRAINAGE SUB-BASIN E-1 r DISTURBANCE, APPROXIMAIMY±1.50 MILES SOUTHWEST INTO LAW NIA I ELSINORE RECEMNG WKIEFS.LOCAL 1 1 mm LIMITS OF DISTURBANCE j CONSTRUCTION FENCE Iff RMEFSIDE COUNTY. I I I SEE OFFSITE EROSION f AND SILT FENCE. PROPOSED BUILDING OUTLINE I FLOW FaUtAlED CONTROL PLANS.FOR NOTE. SEDIMENT EASIRS OUTFUDIN ON THE SOUTHWEST V, 01 T"E PROPERLY.THE OUTFLOW ENTEFS 'D 6ST CONTROL' E C MA SEDIMENT BASIN CUT SLOPE(4:1) CONTINUATION SEE (3-4 CRONE STREET AND BEIM AVENUE AS WELL -9.SHEET E$ SEE SHEET— AS 30 STREET AM DEXTER AVENUE M54 III oscHAm Km LANE aswORE r F ES-8 F R NOTE EROSION WTAS 99.69FG TRAILER (P)WALMART BUMNI TEMPORARY CONSTRUCTION EXIT W/WHEEL FOOTPRINT ENTRA \ I E�f* s WASH.SEE DETAIL ON SHEET ES-6. NCE/EXIF SEDIMENT OFFSfTE_j SU ENTER BASIN SIZE PER DETAIL LIMIT OF ON SHEET ES-7 DISTURBANCE i TEMPORARY DNERSION CHANNEL I- SEE DETAIL ON SHEET ES-7. -07 W I WM9 E A S SC5 OF SF 20 A2017 RP-RAP PAD. it 1P U HIM S D SEE DETAIL ON SHEET I / O(AP0111110L) It S AF Uj 'o� f LUUA TEMPORARY SEDIMENT BASIN. ±20OLF 1303 DO 0 2/18 RNA 7 777 41"36.78" IN -A if it Z11 - 4 STONE OUTLET.SEE THIS SHEET FOR OUTLET LATITUDE 33' D -Z k LOCATION AND'STORM WATER OUTFLOW'NOTE. LU LDNGITUDEJ 17' 19' 59.46" W OR,9�LL REFER TO ARCHITECTURAL PLANS FOR SEE DETAIL ON SHEET ES-7. I OBNZIA� t lQX D DIMENSIONS 0 SLOPED E RC ,RAMPS AND TRUCK DOD MENSIONS ARID UTILITY ENTRANCE FLOW INTO THE 78'SO E PRECISE STORmwATER OUTFLOW FIBER ROLL SEE DETAIL ON SHEET ES-7. BUfbDI_N LOCATIONS S ------------- --NS EX IN 31113 SHEET THAT FLOWS TO LAKE ELSINOW APPROXIMATELY STREET SWEEPING AND VACUUMING. :0.50 MILES SOUTHWEST _11� ON SHEET ES-7. SEE DETAIL TEMPORARY SILT FENCE DRAINAGE-------- �\I, A WALMART BUILDING SEE DETAIL ON SHEET ES-6. oil FOOTPRINT AREA"A" TEMPORARY CONSTRUCTION FENCE It DRAINAGE', F B11 " :j SO �;S ONSITE ±,8�93 ACRES ---------- SEDIMENT BASIN "A" AREA, SWPPP INFORMATION SIGN. _0 TS SB SEE DETAIL ON SHEET ES-6. 7.0A RES '�E DIMENSIOW SEE oI EROSION 32 850 CU.Fr.,, DELIVERY AND STORAGE. CONTROL PLANS.FOR II BOTTOM SURFACE gi MATERIAL CONTINUATION SEE DETAIL ON SHEET ES-7. SHEET ES- SEDIMENT BASIN "B" fill C it Fol SEE DETAIL ON SHEET ES-7. SP CONCRETE WASTE MANAGEMENT-WASHOUT AREA. < FORERAY WITH 31,650 CU.Fr. TH wrrom SURFACE DND=w x1m. RIP-RAP(TYP.) SET G 20'.100' SANiTARY/SEPTIC WASTE MANAGEMENT. FOREBAY WITH SF OF PORT-A-POTTY.SEE DETAIL ON SHEET ES-7. it \ )1-RIP-RAP(TIP.)4 TEMPORARY SEEDING AND MULCH. :1211LIL T ES-8. ��230UF SEE DETAIL ON SHEET 1304.75FG ±35 RR' ' Y. I I I OFF-SITE- 5U`j_ .7 DO ±250 fe -. 1301.87FG- DO --A II 00,13FG UNIT OF Iq_ Iu- D FUEL AND PETROLEUM STOWE AND USE. 7: D,=49.56IN j DISTURBANCE SEE NOTES ON SHEET -8 7 7 -SITE H —OFF L� O MASONS'AREA SEE NOTES ON SHEET ES-B SEE IffE EROSION DISTURBANCE -9 NOT A P C UATION SEE x UNIT OF SF OF STORMTER OUTFLOW DISTURBANCE RR �; CONTROL PLANS.FOR t THE DUSTING 30'SO NOT A SHEET ES PAINT AND STUCCO WASHOUT.�-C;Iwsmrr 7m FLOWS TO NOT A PART PART NOT A ART - --------------- SEE NOTES ON SHEET ES-8 i LAKE IT AqwAMIELY SOLID WASTE DISPOSAL ±1.50 MILES SOUINIM 0 SEE NOTES ON SHEET ES-8 i E0 I 11f F HAZARDOUS WASTE DISPOSAL El -8 r) E�it SEE NOTES ON SHEET ES EQUIPMENT&VEHICLE CLEANING&MAINTENANCE SWPPP UPDATES AND AMENDMENTS AREAS.SEE NOTES ON SHEET I THE GC MUST UPDATE THE SWPPP, INCLUDING THE JOBSITE BINDER AND SITE MAPS, TO REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE STOCKPILES.SEE NOTES ON SHEET ES-8 PROJECT SITE. UPDATES SHALL 13E MADE DAILY TO TRACK PROGRESS WHEN ANY OF THE FOLLOWING ACTIVITIES OCCUR: BMP INSTALLATION, MODIFICATION OR REMOVAL, CONSTRUCTION ACTIVITIES (E.G., PAVING, STORM SEWER INSTALLATION, FOOTING TEMPORARY PARKING. INSTALLATION, ETC.), CLEARING, GRUBBING OR GRADING, OR TEMPORARY OR PERMANENT N_Qm- DEVELOPER/OWNER SEE NOTES ON SHEET ES-8 STABILIZATION. SEE SHEETS ES-1, ES-2, ES-5, ES-6, ES-7, & WAL-MART REAL ESTATES ES-8 FOR GENERAL EROSION AND SEDIMENT BUSINESS TRUST MATERIAL LAYDOWN AND STORAGE AREA. 2001 SE LOTH STREET El SEE NOTES ON SHEET ES-8 IMPORTANT: CONTROL NOTES, BMP MAINTENANCE EROSION NOTES, BENTONVILLE AR GRAPHIC SCALE THE GENERAL CONTRACTOR MUST SUBMIT A REQUEST FOR INFORMATION (RFI) TO THE CEC AND DETAILS. 72716-5570 SAF SANITARY FACIUM. AND OBTAIN WRITTEN CEC APPROVAL BEFORE DOING ANY OF THE FOLLOWING: 479-204-1195 so 0 30 BID SEE NOTES ON SHEET ES-8 1.MODIFYING EROSION OR SEDIMENT CONTROL BMPS (SUBSTITUTIONS ARE TYPICALLY T.B.M SITE OPERATOR/GENERAL CONTRACTOR: -JENNE- DUST CONTROL ONLY APPROVED IF SPECIFIED MATERIALS ARE NOT AVAILABLE OR THERE IS A VALID ( IN FEET ) DST SEE NOTES ON SHEET ES-8 REASON THE SPECIFIED EIMP WILL NOT WORK) DESIGNATION#3433 1 inch 60 ft. 2.ADDING/DELETING EROSION OR SEDIMENT CONTROL BMPS; AGENCY:RIVERSIDE COUNTY TRANSPORTATION COMMISSION SUPERINTENDENT: SOL NOTES 3.MODIFYING THE SWPPP IMPLEMENTATION SEQUENCE; OR K 4,PERFORMING ANY ACTIONS OR IN ANY MANNER THAT IS CONTRARY TO THE SWPPP. ELEVATION: 1316.96 FEET IMPORTANT: GO MUST SIGN ALL PLAN SHEETS AND SM SOIL TYPE: SANDY SILT THE CONTRACTOR MAY MODIFY OR ADD ADDITIONAL BMPS, WITHOUT CEC APPROVAL, IN AN ANY NEW PLAN SHEETS ISSUED BY THE CEC. EMERGENCY SITUATION TO PREVENT SEDIMENT DISCHARGE OR PROTECT WATER QUALITY; MONUMENT TYPE:FOUND 2*BRASS DISC WITH TO-CONCRETE HOWEVER, GO MUST NOTIFY THE CEC AS SOON AS PRACTICAL AS TO HIS ACTIONS TO COLLAR STAGING AREA LOCATION: DISCUSS THE NEED FOR ADDITIONAL OR SUPPLEMENTAL MEASURES AND TO OBTAIN THE CONTRACTOR SHALL CONTACT 811 REQUIRED APPROVALS. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE TO ENSURE LOCATION:SOUTHWEST CORNER CENTRAL AVENUE AND CAMBERN THE ON-SITE STAGING AREk AS INDICATED ON SWEET THIS SHEET& FOR LOCATION OF ALL UTILITIES, COMPLIANCE WITH THE PERMIT AND PROTECTION OF DOWNSTREAM WATER QUALITY. AVENUE(DOWN 1.0') ON SHEET'ES-4',WILL BE USED FOR BOTH ON-SITE AND 01 AT LEAST 72 HOURS PRIOR TO AMENDING THE SWPPP DOES NOT MEAN THAT IT HAS TO BE REPRINTED. IT IS DATUM:NGVD 1929 STAGING,THE CONTRACTOR SHALL MODIFY AND/OR RELOCATE THE BEGINNING CONSTRUCTION L STAGING AREA AS NEEDED TO COMPLY WITH LOCAL,STATE,AND ACCEPTABLE TO ADD ADDENDA, SKETCHES, NEW SECTIONS. DETAILS, AND/OR REVISED FEDERAL REQUIREMENT& DRAWINGS THAT HAVE THE CEC NAME IN PRINT, ARE STAMPED, SIGNED, DATED, AND ARE ACCOMPANIED BY WRITTEN COPY OF THE ASSOCIATED Rn AND ITS RESPONSE FROM CEC. NOTE TO GENERAL CONTRACTOR: ENGINEERED ITEMS MUST BE SIGNED AND STAMPED BY THE CEC OF RECORD FOR THE ALERT TO CONTRACTOR: PROJECT. PRIOR TO CONSTRUCTION,GO MUST CLEARLY DELINEATE AND MARK Orr AREAS IDENTIFIED IN THE SWPPP OR IN T14E FIELD, ALL WTM GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK,FINAL UTILITIES,AND FINAL GRADING)BY THE MILESTONE DATE IN PROJECT DOCUMENTS.OLYUDT AREA TO BE KEPT FREE OF JOB TRAILERS AND STORAGE AFTER THE CONTRACT TO BE PROTECTED(SUCH AS,NATURAL BUFFERS,TREES, MILESTONE DATE FOR TWE OUTLOT.Nil GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUTILOT CONTRACTOR TO THE HABITATS OF ENDANGERED/THREATENED SPECIES,HISTORIC SPECIFIC PARCEL AT'ALL TIMES AFTER MILESTONE DATE.PURCHASER OF OUTUCT TO PROVIDE PERMIT DOCUMENTS AND SWPPP M PROPERTIES,1:7C.). S-n A UIRED BY STATE/LOCAL REQUIREMENTS FOR SPECIFIC OUTLET. E PLANS WE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS PREPARED BY: SEAL BENCHMARK: DRAWING NUMBER: MARK REVISIONS APPR. DATE THESE S"EVELOPMENT AND/OR CITY AND STATE LAWS,AND A PERMIT MAY BE ISSUED. 30 Executive Park,Suite 100 Sou DESIGNATION#3433 AGENCY:RIVERSIDE COUNTY TRANSPORTATION COMMISSION. CITY OF LAKE EL61NORE D "S M THE R_MWA Ex SO ON S ARPTIC__.SIT __Y 1 ._T. =UTE C fE I/10.OR CONTROL''OUST CO'T SE SHEET TO �ES% VOR NOTES fE r ELEVATION: 1316.96 FEET.MONUMENT TYPE; FOUND 2"BRASS DISC WITH 10" Irvine,CA 92614 CONCRETE COLLAR.LOCATION:SOUTHWEST CORNER CENTRAL AVENUE AND CAMBERN 949 296 0450 f:949 296 0479 No. 4603 AVENUE(DOWN 1.0).AGENCY:NGVD 1929 ES-3 0' Ex1P.12 31 SCALE: DRAWN: BB EROSION CONTROL SHEET 32 OF 38 08/08/19 AS SHOWN PHASE I EROSION&SEDIMENT PLAN REMON HABIB RCE 83156 DATE Cm FILE No. AG-TING C17Y ENGINEER J OUR ZADJRCE No. 46039 DATE F OF CAUL DATE: April 10, 2019 CHECKED: JP Filename:r- P:\2008\200800688\-CURR NMRAWINGS\-PRODUCTION FILES\ONSrrE\200800688-ES-2 ES-4-PHI . — /1 .A,.. -M, 1 1 2 13 14 15 16 7 18 19 110 1 11 112 113 1 14 15 116 117 1 18 119 120 //fix I 4 r / !' rr l ! V II 1 \ \ 1�\\ �\ �/t / 1 r /r LLiEROSION NOTES & LEGEND \ r i �\\ / _ STTEFEAnUR s _ r e r J T _ r PROPERLY/RIGHT-OF-WAY LINE Uff OF- \ ' ! ( /`! - - —::SEE OFFSITE EROSION .,. _. Ei --�<- �—`- �`— PROPOSED LIMITS O'DISTURBANCE, =e` SEE OFFSITE EROSION — } r1 � s —iDMURBWCE s� _ \ 2 CONTROL PLANS.FOR ^_per"— - r /i ti - r• `-' C PAD a �r•7 SHEET ES-9. \ �3QY D° r\ /• 3, -•m t - 1 (NOTE:CONSTRUCTION FENCING SHALL BE CONTINUATION SEE / ,.. ! 1 BGRA '�s �\ \ `"'^• Z �, i SHEET ES-9. •' `") SE8 _ _ __ - I INSTALLED WITHIN THE PROPOSED LIMITS OF ING SHALL BE 1302 1301i- 1299 / I' / INSTALLED INSIDE OFDISTURBANCE SILT THE E CONSTRUCTION FENCE. --•J, 13005 B ^�a�.,, r1i �r/ LI/ �3 1312 1311 1310 1309 1308 1296129T f29B /` (LL7 X.XX% DIRECTION OF OVERLAND FLOW.EXISTING SLOPE SHOWN AS(X.XX%) 1 ere AnAAne9 e A A W \3 A 1 0 �• ,� \ �... t An nnn Ea as ''i„�{•�,1 11 it ( a n A A A A A A eS'e a q�n A ,r,. / r",�~ LD �0 1 LD ! .� n n n e,.'� _ �._ I AAA n a e a e A a a A A \3 \` \�r f \ OMSITE l -XXKK---- EXISTING CONTOUR ELEVATIONS p 13 1 q--� v �-" OF CF l I ,,'.. � /1{ II LENT OF a - \ ` xxxx PROPOSED CONTOUR ELEVATIONS A A A STORMWA .y / T r y DISTURBANCE f \✓ CF A e o LD A •d A A q„a 13\2 �_r ^,r-- } � 1 OUTFLOW 1 F.'`/'> \ r,A 1 1 f t �e a A o n A a �, 1\ SE8 \ O ® ... 4 O r °� / 1 THE NORTHERN UWEE OF ON-SITE acwuGE ' LIMITS OF DRAIWIGE SUB-BASIN 1 A A e A A A, a A A 13\ r 1 .�'h AREA WITH BE CAPTURED TXROUGII A CURB Aj I . AAAAAA a A A n n 1 ( - -.. ® ! 1 INLET AND WILL OUIFLdY TO AN EXISIRHG 78• / / '\ 1301 SEB fl ( / w o m m m m m m m LR4IT5 OF DISTURBANCE n e n A a e A n 4 AAA 01 "(AHIRSCAP�. 1 SD ON CAMBERN AVENUE THE OUTLAW WILL \,` ( \ \ SEE OFFSITE EROSION 1 \f n n n n n a A A f' LD FLOW sounl of THE PROPERTY AND DISCHARGE 1 I PROPOSED BUILDING OUTLINE G \\' CONTROL PLANS.FOR 1 a IP2 v \�,� ,r \t1 \ / I D t 1 INTO IAKE 8SINORE. 1 - \1302 CF \ 1 � CONTINUATION SEE A A A e A n n / \ i � IP3 d 1307 (3.4 / a I { )r SHEET ES-9. ! /A n A A n e / / ) EROSION DETAILS/ \\ rf \\ 1/ I£ 1 \ a ( s TEMPORARY CONSTRUCTON!EXIT W/WHEEL WASH. t ^' In / 't 1 \ \ O O SEE DETAIL ON SHEET E3-6. nAv r A 1 nAA SE8' / r_{ r CE 1@� 1 \\ } { J I 1/ \ Or OFF-SITE .� nneA eA An f _ t SE7 r I LIMIT STREET SWEEPING AND VACUUMING: IH \ Q , \ \ \ '` \ StP,� t�rEN'TER 1 1 O a A a A a n A n .� r• 1 `O � O 9 \ \ \ / 1 \ \/ DISTURBANCE 1 SEE DETAIL ON SHEET ES-7. rr�'k rr, A A AAA AA AJ+A AA AA A� !N 0 { A /� y- pc'�a A A eo `'«-) ! ,�'-`^^ .` \ ! •20' >\\\ i 1 ` T-O �'t l ry. m�cpppppp... SEB SANDBAG BARRIER.SEE DETAIL ON SHEET We•l- 1:AaA,n to.aAA� r / 1 1 \ l \ \ \ I _ ES-7. 11 \\ v I A�AAAAAAAAAu o5 aeA SE8 / oy o / i \ \ \ f I 1 1 / 1 o o 0 oAe a en on ae e o mm' 1 , S �aa ` \ t\ \\ \ `� INSTALL 18D WIDE�ROCK CGATE ONNTTAINMflENT�dDD 1 / IP2 r 4 /f" f r I I \ \\ e r R r_♦ I a n n A n a CA AROUND PERIMETER OUTLOT.BAND SHALL g r 1 1 e 1 24 (APTROX S �R� O r„ \.•,y IP2 USE 3"TO 6"DIAMETER ROCKS. LATITUDE 33" 41 36.78" N I I \ I 4 t \ r R e a A A n A A A A<v a SEB /r N(--�\ �3•e r 1 1 --� e !O'1P1'�(18 R r i f —o--o— CF TEMPORARY CONSTRUCTION FENCE I I I F I LU o e A a A A n n n m o A 1307 IP2 ; .r r�ONGIT�DE' 4 19r o�9,46" l3 - j 1 CBIQRACTOR,S}NL REFER TO ARCHITECTURAL PLANS FOR _ !+ i r f o 'L '��-,...;ems_ IP3 - ....��. 0 E F-�---�-- / v o CA A o , / �� '��'o �,�- J N 1 \1 / ;EXACT`tfi6A NIL DIMENSIONS OF VESTIBULE„SLOPED...-.-- SES CA. j ! - © . O SWPPP INFORMATION SIGN. \ V/ I e a n A A 1 1 - q �' PRECISE n SEE DETAIL ON SHEET ES-6. n A A n A A A I _ BUItDIHG,: MENSIONS ANB EXACTANURUIY CENTRAN�E LOCATIONS .CON57RUCflON FENCE AND SILT I A n e n a A e A A A A A y .._. -. ..._ - 1 �,, 7 T 9 i ( ® IP7 a a A ,�.; \ 1 / \ ' 1 EXCAVATED INLET SEDIMENT TRAP. a ,A n A A A A A e A,e e, �, e / _ t \ \ f I SEE DETAIL ON SHEET ES-6. FENCE:LOB ALONG ABUTTING STREETS A A e e a A A A a A are a e cope IP3 d r \ ( o ALSO A DEMARCATION OF BOUNDARY A A A e a A e A e ar6 a A e A e OOgo IP2 SES J • - - --- - 1 �qU$T CONTROL •-�, 1 (^ M. BETWEEN ON-SITE AND OFF-SITE. A A A e A n A a�A A A A A�x -` D -� \ 1 N SHEET EST-6 QN: SEE SEPARATE OFF-SITE EROSION A p A SEB e'Sa A o 3A09 a e e 8- HEFT f T^ IP2 STORM DRAIN a CONTROL PLANS FOR CONTINUATION v 130 S 8\FOR NOTES SEB M,, I O 0 I1 I \ I O 0 O e"^.-® o O 1 \ 1 STORMWATER OUTFLOW PARTSUTWERN AND WESTERN M ® �3 SEE DE CL�MSHE T ES-7. FILTER. F H 1 \ I I tttII OF ONS E r �...,, 'e -•.,.,1 e S / 1 ! THE EASTERN,OF ON-SITE DRAINAGE AREAS WITH ' A t SEE DETAIL ON SHEET ES-7. 11 \ 1 r 1 1 moo\ is IP3 / IPi f e \\ 11 t cAPn1RLT TNRacN DIFFERENT WILL OUT LOF O o A O F�ikiENT LANDSCAPE WITH BAR(MULCH. DS eYPs ALONG THE PROPERTY AND WILL Duinow .A / ` f iStAND"" "� \ \ \ \ I j/ N AN EXISTING 78"SD ON 3RD STREET.THE /` A r SEE OFFSITE EROSION \ { 19 13p91.508 OT' n A ^A A r / J \ \ \ \ J i t ouTtND WILL FLOW INTO OF THE PROPERLY r ; N.n O DUST CONTROL CONTROL PLANS.FOR 13 1306. e A I ®f O O O e O \ A '¢' \ / 1 AND DISCHARGE INTO LAKE FISINORE y; ,.--- - ,, DST a ' ` A ( .-, \ \ \ i - � �..' 1 r^n � SEE NOTES ON SHEEP ES-8 - /d QUSHOEETFS-9 °AQU\30A A A IP2 .1f/ / \!� f�.._ 1 -d_. d . 1 (k I\\ I // ! •,� - IP2 -� __..y \ I } SES ^a ,/ 1 e A A A SE8 G `, ' 1 Y H AnnnAna Tea a F-•• / '~~ \ LD s 1 t \ \.•_,/ /� .yo r� ` A A n A cde A A A A A,_ -w ♦ `®•.'� ® / O ,�oA I ,ypo8 \ ( CF w nAn�.aaeaenn oa w _ / s/ \ - '.• -' -� �, o &4eAAA6AAAeA �',e o ..ananaeeeeA, e� SEB A n A A A A A?.a•et A A A A A. A n- / LD { t ( 9y 300 301 IP2 130z OFF-SIIE 111111CCC i / �1 r� -SAAAAAAAAAA r � ! / LD t _ t 1 IP3 IP2 LIMIT OF AAnAAAeAaAea woAAn� J / 5NRBANCE --r E.A anAneennnnann v ''� _`- -' e a t n OFF-SUE -T SEE OFFSITE H i1 1 LIMIT OF; i� ice\,\\ { GF 'j SE S Ei-�1 ) 1 r/ '\ `,DISNRBANCE �. �_/ 1 I 1 if CF ,,` CONTROL PLANS. �f ; !ff BE6 � _ITT I I 1 ' �' i I r / L_^ •� ._ -- ,'•� ) CONTINUATION SEE' x \ j (_ r DIS UREA NCE. 1 ! I "� i-- ___ `may I 1 1 �\ / j/ "-'.- NOT A PART __ _..._ 1 1 / / NOT A PART SHEET ES-9. /f —OlI 1 I NOT A PART 1 `\ ! NOT APART L - --- -- N / \ I 1 u r`'�y � / I { ■ i�i t 1/ � 'Te•, H / }` / 1 {r^ 1� -IT_ILITIT_IL�T.��--- �� -�`/ � r_ � �� ~� �11x\i��I � i\ I I i ti rl I � ."r. !. E. 1 / I /�. i""i `..�i .7c�1 1 �" r•` 1 1 . SWPPP UPDATES AND AMENDMENTS THE GC MUST UPDATE THE SWPPP, INCLUDING THE JOBSITE BINDER AND SITE MAPS, TO REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE PROJECT SITE. UPDATES SHALL BE MADE DAILY TO TRACK PROGRESS WHEN ANY OF THE FOLLOWING ACTIVITIES OCCUR: BMP INSTALLATION, MODIFICATION OR REMOVAL, CONSTRUCTION ACTIVITIES (E.G.. PAVING, STORM SEWER INSTALLATION, FOOTING - INSTALLATION, ETC.), CLEARING, GRUBBING OR GRADING, OR TEMPORARY OR PERMANENT STABILIZATION. - IMPORTANT: NOTE: DEVELOPER/OWNER - g THE GENERAL CONTRACTOR MUST SUBMIT A REQUEST FOR INFORMATION (RFI) TO THE CEC SEE SHEETS ES-1, ES-2, ES-5, ES-6, ES-7, & WAL-MART REAL ESTATESBUSI I J AND OBTAIN WRITTEN CEC APPROVAL BEFORE DOING ANY OF THE FOLLOWING: ES-8 FOR GENERAL EROSION AND SEDIMENT 2001 SE TRUST GRAPHIC SCALE a CONTROL NOTES, BMP MAINTENANCE EROSION NOTES, 2001 SE LE, SIR-LT B0 ° 70 B0 1.MODIFYING EROSION OR SEDIMENT CONTROL BMPS SUBSTITUTIONS ARE TYPICALLY 72716—BENTON 570 AR ( AND DETAILS. 727ts-557D ONLY APPROVED IF SPECIFIED MATERIALS ARE NOT AVAILABLE OR THERE IS A VALID 479-204-1195 ( DV FEEL' ) T REASON THE SPECIFIED BMP WILL NOT WORK) T.B.M SIZE OPERATOR/GENERAL CONTRACTOR: 2.ADDING/DELETING EROSION OR SEDIMENT CONTROL BMPS; 1 inch= 80 ft. 3.MODIFYING THE SWPPP IMPLEMENTATION SEQUENCE; OR - d 4.PERFORMING ANY ACTIONS OR IN ANY MANNER THAT IS CONTRARY TO THE SWPPP. DESIGNATION#3433 s SUPERINTENDENT: THE CONTRACTOR MAY MODIFY OR ADD ADDITIONAL BMPS, WITHOUT CEC APPROVAL„ IN AN AGENCY:RIVERSIDE COUNTY TRANSPORTATION COMMISSION I K EMERGENCY SITUATION TO PREVENT SEDIMENT DISCHARGE OR PROTECT WATER QUALITY; HOWEVER, GC MUST NOTIFY THE CEC AS SOON AS PRACTICAL AS TO HIS ACTIONS TO ELEVATION: 1316.96 FEET DISCUSS THE NEED FOR ADDITIONAL OR SUPPLEMENTAL MEASURES AND TO OBTAIN THE IMPORTANT: GC MUST SIGN ALL PLAN SHEETS AND REQUIRED APPROVALS. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE TO ENSURE MONUMENT TYPE:FOUND 2"BRASS DISC WITH 10"CONCRETE ANY NEW PLAN SHEETS ISSIED BY THE DEC. COMPLIANCE WITH THE PERMIT AND PROTECTION OF DOWNSTREAM WATER QUALITY. COLLAR STAGING AREA LOCATION: N a AMENDING THE SWPPP DOES NOT MEAN THAT IT HAS TO BE REPRINTED. IT IS LOCATION:SOUTHWEST CORNER CENTRAL AVENUE AND CAMBERN CONTRACTOR SHALL CONTACT 811FOR LOCATION OF ALL UTILITIES, ACCEPTABLE TO ADD ADDENDA, SKETCHES, NEW SECTIONS, DETAILS, AND/OR REVISED AVENUE(DOWN 1.0') THE ON-SITE STAGING AREA,AS INDICATED ON SWEET'ES-3'&THIS DRAWINGS THAT HAVE THE CEC NAME IN PRINT, ARE STAMPED, SIGNED, DATED. AND ARE SHEET,WILL BE USED FOR BOTH ON-SIZE AND OFF-SUE STAGING.THE AT LEAST 72 HOURS PRIOR TO L ACCOMPANIED BY WRITTEN COPY OF THE ASSOCIATED RFI AND ITS RESPONSE FROM CEC. DATUM:NGVD 1929 CONTRACTOR SHALL MODIFY AND/OR RELOCATE THE STAGING AREA AS BEGINNING CONSTRUCTION ENGINEERED ITEMS MUST BE SIGNED AND STAMPED BY THE CEC OF RECORD FOR THE NEEDED TO COMPLY WITH LOCAL,STATE,AND FEDERAL REQUIREMENTS. PROJECT' NOTE TO GENERAL CONTRACTOR: ALERT TO CONTRACTOR: PRIOR CONSTRUCTION,GC MUST CLEARLY DELINEATE AND ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTI�FII FINAL UTILITIES,AND FINAL GRADING)BY THE MILESTONE MARK OFF F AREAS IDENTIFIED IN THE SWPPP OR IN THE HELD, DATE IN PROJECT DOCUMENTS.OUTLOT AREA TO BE KEPT FREE OF JOB TRAILERS AND STORAGE AFTER THE CONTRACT TO BE PROTECTED(SUCH AS,NATURAL BUFFERS,TREES, MILESTONE DATE FOR THE OUTLOT.WM GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUTLOT CONTRACTOR TO THE HABITATS OF ENDANGERED/THREATENED SPECIES,HISTORIC SPECIFIC PARCEL AT ALL TIMES AFTER MILESTONE DATE.PURCHASER OF OUTLOT TO PROVIDE PERMIT DOCUMENTS AND SWPPP M PROPERTIES,ETC.). REQUIRED BY STATE/LOCAL REQUIREMENTS FOR SPECIFIC OITLOT. THESE PIANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS PREPARED BY: SEAL BENCHMARK: DRAWING NUMBER: MARK REVISIONS APPR. DATE OF DEVELOPMENT AND/OR CITY AND STATE LAWS,AND A PERMIT MAY BE ISSUED. 30 Executive Palk,Suite 100 QW/ DESIGNATION/3433 AGENCY:RIVERSIDE COUNTY TRANSPORTATION COMMISSION. CITY OF LAKE ELSINORE TYPE, FOUND 2'BRASS DISC WITH 10" Fa'1'O!!I Irvine,CA 92614 o�NUMENT NOUgI,O�r CONCRETE COLLAR,LOCATION ELEVATION: 1316.96 FEET.MONSOUTHWEST CORNER CENTRAL.AVENUE AND CAMBERN ES 4 [IE E Ifs t:949 296 0450 f.949 296 0479 AVENUE(DOWN 1.0').AGENCY:NGW 1929 SCALE: DRAWN: BB EROSION CONTROL E,ro AS SHOWN •1z 31 zo * SHEET 33OF 38 REMON HABIB RCE 83156 DATE 9 ( 08/08/19 �4T IV �\' PHASE.II EROSION&SEDIMENT PLAN FILE No.. A&FING CITY ENGINEER J OUR AD RCE No. 46039 DATE E OF CAS DATE: April 10, 2019 CHECKED: JP q�35Z Filename:P:\2008\2008ODGW\-CURRENTDRAWINGS\-PRODUCTION FILES\ONSRE\200800688-ES-2-ES-4-PHI 1 1 2 1 3 4 5 6 7 B 1 9 10 11 12 1 13 14 1 15 16 1 1 1 18 19 20 SWPPP UPDATES AND AMENDMENTS A - THE GC MUST UPDATE THE SWPPP, INCLUDING THE JOBSITE BINDER AND SITE MAPS, TO REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND SOIL EROSION/SEDIMENTATION CONTROL OPERATION TIME SCHEDULE ACREAGE SUMMARY GENERAL CHANGES TO THE PROJECT SITE. UPDATES SHALL BE MADE DAILY (IN ACRES) OFF-SITE RUN-ON SUMMARY TO TRACK PROGRESS WHEN ANY OF THE FOLLOWING ACTIVITIES OCCUR: BMP - INSTALLATION, MODIFICATION OR REMOVAL, CONSTRUCTION ACTIVITIES (E.G., NOTE:GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR ESTIMATED PROJECT SCHEDULE 1 WAL-MART/SAM'S PROPERTY AREA 17.0 FLOW AREA AVERAGE MAXIMUM COVER TYPE PAVING, STORM SEWER INSTALLATION, FOOTING INSTALLATION, ETC.), CLEARING, CONSTRUCTION SEQUENCE JAN FEB MA APR MA JUN JUL AUGSEP OCT NOV DEC JAN FEB MARAPR MA JUN JUL AUG SEP OCT NO DEC OFF-SITE DRAINAGE AREA (CFS) (ACRES) SLOPE SLOPE GRUBBING OR GRADING, OR TEMPORARY OR PERMANENT STABILIZATION. 2 PERMITTED AREA WITHIN WAL-MART PROPERTY 17.0 TEMPORARY CONSTRUCTION EXITS ** IMPORTANT: TEMPORARY CONTROL MEASURES 3 PERMITTED AREA OUTSIDE OF WAL-MART PROPERTY 7.0 THE GENERAL CONTRACTOR MUST SUBMIT A REQUEST FOR INFORMATION (RFI) R SEDIMENT CONTROL BASIN s TRAPS ,. TO THE CEC AND OBTAIN WRITTEN CEC APPROVAL BEFORE DOING ANY OF THE 4 TOTAL PERMITTED PROJECT AREA(Mu Mn HNOp 24.0 FOLLOWING: STRIP&STOCKPILE TOPSOIL 0 1. ROUGH GRADING 6 IMPERVIOUS AREA BEFORE PROJECT 0. MODIFYING EROSION OR SEDIMENT CONTROL B ( MPS SUBSTITUTIONS ARE �� TYPICALLY ONLY APPROVED IF SPECIFIED MATERIALS ARE NOT AVAILABLE STORM 6 IMPERVIOUS AREA AT COMPLETION 19.0 OR THERE IS A VALID REASON THE SPECIFIED BMP WILL NOT WORK) SITE CONSTRUCTION 2.ADDING/DELETING EROSION OR SEDIMENT CONTROL BMPS; FINISH GRADING 7 PERVIOUS AREA AT COMPLETION 5.0 3.MODIFYING THE SWPPP IMPLEMENTATION SEQUENCE; OR PERMANENT CONTROL STRUCTURES OFF-SITE RUN-ON DESCRIPTION: OFF-SITE RUN-ON IS NOT EXPECTED AT THIS PROJECT SITE.STREET 4.PERFORMING ANY ACTIONS OR IN ANY MANNER THAT IS CONTRARY TO THE C FOUNDATION BUILDING CONSTRUCTION IMPROVEMENTS WILL CONTAIN OFF-SITE RUN-ON. SWPPP. LANDSCAPING/SEED/FINAL STABILIZATION THE CONTRACTOR MAY MODIFY OR ADD ADDITIONAL BMPS, WITHOUT CEC APPROVAL, IN AN EMERGENCY SITUATION TO PREVENT SEDIMENT DISCHARGE OR PROTECT WATER QUALITY; HOWEVER, GC MUST NOTIFY THE CEC AS SOON AS PRACTICAL AS TO HIS ACTIONS TO DISCUSS THE NEED FOR ADDITIONAL OR SUPPLEMENTAL MEASURES AND TO OBTAIN THE REQUIRED APPROVALS. THE 1)CONTRACTOR MUST COMPLETE TABLE WITH ESTIMATED DATES OF PROJECT ACTIVITIES PRIOR TO BMP CERTIFICATION. CONTRACTOR IS ULTIMATELY RESPONSIBLE TO ENSURE COMPLIANCE WITH THE 2)TIME SCHEDULE MUST COINCIDE WITH THE SWPPP IMPLEMENTATION SEQUENCE. PERMIT AND PROTECTION OF DOWNSTREAM WATER QUALITY. AMENDING THE SWPPP DOES NOT MEAN THAT IT HAS TO BE REPRINTED. IT IS 0 ACCEPTABLE TO ADD ADDENDA, SKETCHES, NEW SECTIONS, DETAILS, AND/OR REVISED DRAWINGS THAT HAVE THE CEC NAME IN PRINT, ARE STAMPED, SIGNED, DATED, AND ARE ACCOMPANIED BY WRITTEN COPY OF THE ASSOCIATED RFI AND ITS RESPONSE FROM CEC. ENGINEERED ITEMS MUST BE SIGNED AND STAMPED BY THE CEC OF RECORD FOR THE PROJECT. LAST REVISED: WAL-MART LAST REVISED: VIAL-MART LAST REVISED: WAL-MART STANDARD STANDARD STANDARD E APRIL 30, 2011 DETAIL JUNE 2013 DETAIL JUNE 2012 DETAIL RUNOFF COEFFICIENT SUMMARY SITE LOCATION SUMMARY SITE TOPOGRAPHY SUMMARY SITE SOILS SUMMARY F PRE-CONSTRUCTION RUNOFF COEFFICIENT[OR SCS TR-5S CURVE NUMBER]: CN=86 ADDRESS: SOUTHERN CORNER OF CENTRAL AVENUE(74)&CAMBERN AVENUE LOWEST ELEVATION OF PROJECT SITE: ±1294.0 SOIL TYPE AND TEXTURE: THE SUBSURFACE SOILS GENERALLY CONSISTED OF SILTY SANDS OF FOOTTO 81FEET AND NEAR THE SURFACE SANDS,INTERBEDDED LAVERS POST-CONSTRUCTION RUNOFF COEFFICIENT[OR SCS TR-55 CURVE NUMBER]: ON=95 CENTER OF SITE: HIGHEST ELEVATION OF PROJECTSITE: ±1314.0 OF SANDY SILTY CLAYS,LEAN CLAYS,SANDY LEAN CLAYS,CLAYEY SANDS, SANDY SILTS,POORLY GRADED SANDS WITH SILT,AND SILTY SANDS WERE ENCOUNTERED TO DEPTHS OF 45 FEET.THESE SOILS WERE UNDERLAIN BY LATITUDE: 33 DEGREES,41 MINUTES,36.78 SECONDS NORTH PERCENT SLOPE VARIATION: ±5% SEDIMENTARY ROCK AT DEPTHS OF MAXIMUM DEPTH EXPLORED OF 51} FEET BASED ON GEOTECHNICAL REPORT. LONGITUDE: 117 DEGREES,19 MINUTES,59.46 SECONDS WEST TOPOGRAPHY CHANGES: SITE WILL GRADE AWAY FROM BUILDING PAD TO DIRECT STORM WATER TO ON-SITE STORM INLETS CONNECTED TO AN MS4 STORM DRAIN. AVERAGE DEPTH OF TOPSOIL: THE TOPSOIL ACROSS THE SITE RANGES FROM 2"TO 4".HOWEVER,A DEPTH OF 4"IS TO BE REMOVED AS RECOMMENDED BASED ON THE GEOTECHNICAL C ADJACENT SURROUNDING PROPERTIES: NORTH: VACANT LAND&EXISTING RESIDENTIAL DEVELOPMENT REPORT. SOUTH: EXISTING RESIDENTIAL,UNDEVELOPED LAND&COMMERCIAL VEGETATION: EXISTING NATIVE WEEDS/GRASSES&TREES TO BE CLEARED PRIOR TO DEVELOPMENT GRADING AVERAGE DEPTH TO GROUNDWATER: IT WAS MEASURED AT DEPTHS OF 13'T TO 25 FEET THEN LATER AT DEPTHS OF EAST: RESIDENTIAL DEVELOPMENT&UNDEVELOPED LAND WEST: EXISTING COMMERCIAL DEVELOPMENT 23j FEET,IT IS RECOMMENDED BY THE SOILS ENGINEER THAT THE AVERAGE SLOPE: +3.50% FOUNDATION IS SUPPORTED ON ENGINEERED FILL BASED ON THE GEOTECHNICAL REPORT. NOTE: THE ABOVE SOILS INFORMATION IS FOR INFORMATION ONLY AND SHOULD NOT BE USED FOR BIDDING PURPOSES, CONSTRUCTION COSTS OR ESTIMATING. H I LAST REVISED: WAL-MART LAST REVISED: WAL-MART LAST REVISED: WAL-MART LAST REVISED: WAL-MART STANDARD STANDARD STANDARD STANDARD JUNE 2012 DETAIL JUNE 2012 DETAIL JUNE 2013 DETAIL JUNE 2012 DETAIL VEGETATED STRIPS OR BUFFERS SITE RAINFALL SUMMARY J BUFFER NAME BUFFER AREA(ACRES)-INCLUDE ORIENTATION DESCRIPTION AND JAN FEB MAR APR MAY JUN I JUL AUG SEP OCT NOV DEC RELATIONSHIP TO WATERS OF THE US AVGERAGE NONE NONE RAINFALL 3.03 2.91 1.77 0.63 0.16 0.04 0.20 0 0.24 0.59 0.87 2.01 IN INCHES THE TOTAL AVERAGE ANNUAL RAINFALL FOR THE PROJECT AREA IS:12.45 INCHES THE DESIGN STROM EVENT FOR THE PROJECT IS: 100yr,24hr NOTE., EROSION CONTROL DETAILS SHOWN ON THIS SHEET K ARE WALMART STANDARD DETAILS UNLESS OTHERMSE NOTES: NOTED. 1. PRESERVE VEGETATED AREAS THROUGHOUT THE CONSTRUCTION PROJECT.ESTABLISH VEGETATION IN DISTURBED AREAS PER STABILIZATION DETAILS. 2. DELINEATE AND PROTECT VEGETATED STRIPS OR BUFFERS PRIOR TO EARTH DISTURBING ACTIVITIES. DEVELOPER/OWNER 3. INSPECT VEGETATED STRIPS OR BUFFERS AS REQUIRED. WAL-MART REAL ESTATES BUSINESS TRUST 2001 SE LOTH STREET LAST REVISED: WAL-MART LAST REVISED: WAL-MART BENTONVILLE,AR L STANDARD STANDARD 72716-5570 JUNE 2013 DETAIL JUNE 2012 DETAIL 479-204-1195 ALERT TO CONTRACTOR: NOTE TO GENERAL CONTRACTOR: SITE OPERATOR/GENERAL CONTRACTOR: ALL Will GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK,FINAL UTILITIES,AND FINAL GRADING)BY TK MYESTOIE CONTRACTOR SHALL CONTACT 811 SUPERINTENDENT: DATE IN PROJECT DOCUMENTS.OUTI.OT AREA TO BE KEPT FREE OF JOB TRAILERS AND STORAGE AFTER INE COMTRACT FOR LOCATION OF ALL UTILITIES, PRIOR TO CONSTRUCTION,DC MUST CLEARLY DEUNEATE AND MARK OFF MILESTONE DATE FOR THE OU4LOT.WM GENERAL CONTRACTOR TO P'RONDE CLEAR ACCESS FOR OUTLOT CONTRACTOR TO THE AT LEAST 72 HOURS PRIOR TO ME`IDENTIFIED IN THE SWPPP OR IN THE FIELD,TO BE PROTECTED SPECffiC PARCEL AT ALL TIMES AFTER MILESTONE DATE.PURCHASER OF OUTLOT TO PROVIDE PERMIT DOCUMENTS AND SWPPP BEGINNING CONSTRUCTION (SUCH AS,NATURAL BUFFERS,TREES,HABITATS OF ENDANGERED/ IMPORTANT; GC MUST SIGN ALL PLAN SHEETS AND REQUIRED BY STATE/LOCAL REQUIREMENTS FOR SPECIFIC OUILOT. THREATENED SPECS,HISTORIC PROPERTIES,ETC.. ANY NEW PLAN SHEETS ISSUED BY THE CEC. M . .B•/3-19 REVISIONS APPR. DATE OFESE PLANS DEVELOPMENTVE BEEN AND/OR CIIYIBAND STATE LAWS, ND AED FOR COMPLIANCE ITPER E MAY BEIATE ISSUED. 30 PREPARED BY: SEAL � BENCHMARK: CITY OF LAKE ELSINORE DRAWING NUMBER 30 Executive Park,Suite 100 �`� t DESIGNATION 13433 AGENCY:RIVERSIDE COUNTY TRANSPORTATION COMMISSION. t 10* Irvine,CA 92614 C p��NNOU,glgo CONCRETE COLLAR.LOCATION:ELEVATION: 1316.96 FEET. NSOUTHWEUMENT STECORNER FOUND ENTRABRASS AVENIUE ANSC D CAMBERN ES 5 t:949 296 0460 f:949 296 0479 , AVENUE(DOWN 1.0').AGENCY:NGVD 1929 No. 4603s p SCALE: DRAWN: BB EROSION CONTROL ExP.12 31 20 * NSA SHEET 34OF38 oarosn9 SCHEDULES,INFORMATION& R ON HABIB RCE 83156 DATE �qT CIVIL ��Q FILE No, AGTIN CITY ENGINEER J OUR AD RCE No. 46039 DATE F OF cr,L� ` DATE: April 10, 2019 CHECKED: JP SUMMARY TABLES I��3S3 Fllename:P:\2008\200800688\-CURRENTDRAWINGS\-PRODUCTION FILES\ONSITE\200800688-ES-5-ES-8-PHI 1 1 2 13 14 1 5 1 6 7 18 19 110 1 11 1 12 113 114 15 16 17 16 19 20 ` ATTACH THE SILT FENCE FABRIC AND pOSTS 5'M WHEN NECESSARY TO CONTINUE FENCE, NOTE TO GC:THE GOAL OF A CONSTRUCTION EXIT AND ASSOCIATED WHEEL WASH AREAS TABLE 1 Temporary Silt Fence Material Property Requirements WOVEN OR WELDED WIRE FENCE TO pp I A C-C OVERLAP SILT FENCE FABRIC AND WOVEN OR / IS TO ELIMINATE TRACK OUT. SIMPLY MANAGING TRACK OUT THROUGH DESIGNATED OR Supported' Unsupported' Type of EACH POST WITH THREE WIRE TIES AL REQUIREME ABRIS MIN WELDED WIRE FENCE ACROSS TWO POSTS CONTINUAL STREET SWEEPING IS NOT AN ACCEPTABLE PRACTICE. WHILE STREET SWEEPING pp° pp yp 1'Yp NTS C OV R P IS AN ACCEPTABLE PRACTICE FOR REMOVING DUST AND MINIMAL AMOUNTS OF FINE A Test Method Units Silt Fence Silt Fence Value OR OTHER FASTENERS(SEE NOTE 2) A ) LAP POSTS 5' / SEDIMENT,OBSERVABLE TRACK OUT FROM THE PROJECT SHOULD TRIGGER THE USE OF Grab Strength w,x o,wz x Qa1 SILT FENCE FABRIC O AS A C�C ADDITIONAL MEASURES(WHEEL WASH),CONSIDERATION OF ALTERNATE EXITS,OR OVER WIRE FENCE Cr+L REQUIREME 9 Machine MARV a{ - (TYp TUTS DISCONTINUING VEHICLE TRAFFIC UNTIL CONDITIONS ON-SITE HAVE IMPROVED. TRACK OUT Direction 90) 90 r ) r48"MIN,STEEL POSTS(60"MIN.ON �/ IS A SEDIMENT RELEASE. ALL SEDIMENT RELEASES MUST BE REPORTED TO THE SWCT VIA ' SLOPES 3H:1V OR GREATER),DRIVEN THE ONLINE CRITICAL INCIDENT REPORT. X-M chine MARV SILT FENCE FABRIC TO BE FASTENED ' .h Direc�ion 90 90 T `t� MIN.20"INTO GROUND(MIN.30"ON SECURELY TO WOVEN OR WELDED WIRE - SLOPES 3H:1V OR GREATER). Permittivity' - ASTM D 4491 sec-1 0.05 0.05 MARV FENCE WITH THREE TIES HORIZONTALLY ? PCB O SPACED AT 30"ON CENTER(TIP.) -" WOVEN OR WELDED WIRE FENCE B Apparent Opening' ASTM D 4751 mm US Max.ARV` _ COMPACTED BACKFILL f ADJUST POST SPACING SUCH THAT Size Sieve 30 30 �� t A VERTICAL WIRE IS AT POST - / �F�� Ultraviolet Stability ASTM D 4355 %Retained 70%after 500 70%after 500 Typical �tSj -Jig' , �4, 2"-3'CRUSHED STONE - Strength h of exposure h of exposure F if r j✓,• �� I re*f '�fI ; OVERFLOW WEIR 'M A SILT FENCE SUPPORT SHALL CONSIST OF 14 GAGE STEEL WIRE WITH A MESH SPACING OF 150 MM(6 QW Ik IN.)OR PREFABRICATED POLYMER MESH OF EQUIVALENT STRENGTH. FL A f F B.THESE.DEFAULT VALUES ARE BASED ON EMPIRICAL EVIDENCE WITH A VARIETY OF SEDIMENTS.FOR ' " € I f'r Y \N\SN I NOTES:ENVIRONMENTALLY SENSITIVE AREAS,A REVIEW OF PREVIOUS EXPERIENCE AND/OR SITE OR REGIONALLY I L :{ 1.. OVIDE SEDIMENT BASIN ON DO GRADIENT '` K SPECIFIC GEOTEX11LE TESTS IN ACCORDANCE WITH TEST METHOD D 5141 SHOULD BE PERFORMED BY F\-p� POSTS: STEEL T OR U TYPE. ASPHALT SIDE(OR BOTH SIDES)AS REQUIRED. PAV EMENT ,` - SEDIMENT THE AGENCY TO CONFIRM SUITABILITY OF THESE REQUIREMENTS. - SECURELY FASTEN OVERLAPPING ENDS OF SILT FENCE: WOVEN OR WELDED 2. FLUSH SURFACE STONE TOWARD SEDIMENT y _ BASIN C C.AS MEASURED IN ACCORDANCE WITH TEST METHOD D 4632. FENCE FABRIC TO ADJACENT STAKES WITH WIRE, 14 GA,6°X6" WITH HIGH VOLUME WATER FLOW AS NEED TO MIRAFI-HP 370 GEOTEXTILE 'F'` " ' TABLE 1 TAKEN FROM ASTM D 6461-99 (2007) THREE WIRE TIES OR OTHER FASTENERS ELEVATION MAX.MESH OPENING MAINTAIN CLEAN SURFACE STONE. FABRIC FOR SEPARATION WOVEN OR WELDED WIRE FENC 3. SEDIMENT BASIN SHALL BE LOCATED TSIDE OF COMPACTED SUBGRADE.COMPACT TO 95% ��J SEE SITE MAP FOR DESIGNED SPECIFICATIONS FOR SILT FENCE INSTALLATION THE RIGHT-OF-WAY AND AT A MINIMUM MAXIMUM DRY DENSITY I�'`- { �p� LOCATION AND GRADING. WITH SILT FENCE FABRIC COVER WOVEN LT WELDED WIRE FENCE 1, MATERIALS AND INSTALLATION SHALL COMPLY WITH ASTM D 6462 LATEST EDITION. � SETBACK DISTANCE AS REWIRED PER LOCAL MIRAFY HP 370 GEOTEXTILE FABRIC FOR '�:#� ��' O SEE 02370 SPECIFICATION WITH SILT FENCE FABRIC COVER s -?t- '-� 2. INSTALL SILT FENCE AT A FAIRLY LEVEL GRADE ALONG THE CONTOUR WITH THE ENDS CURVED WOODEN SLAT TIED TO STAKE TIE BACKS CYR TIE BACKS(TYP.) 4. SEE SWPPP SITE MAPS FOR LOCATION OF JURISDICTION. DRAINAGE AND FILTRATION FOR DIMENSIONS. .) UPHILL TO PROVIDE SUFFICIENT UPSTREAM STORAGE VOLUME FOR THE ANTICIPATED RUNOFF. WITH TWO ADDITIONAL TIES AT 3. ATTACH THE GEOTEXTILE OR FABRIC TO THE WOVEN OR WELDED WIRE FENCE WITH THREE WIRE TIES INSIDE CORNERS ONLY SEDIMENT BAS 6"CRUSHED STONE BASE OR OTHER FASTENERS(HORIZONTALLY SPACED EVERY 30'),ALL SPACED WITHIN THE TOP 8"OF THE 5. CONTRACTOR TOO LOCATE TEMPORARY 12"MIN.DEPTH 6"TO 6"CLEAN STONE ° FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC,WITH EACH PUNCTURE CONSTRUCTION FENCING,JERSEY BARRIERS,OR D FINISHED GRADE BOTH ALONG THE SIDES OF THE CONSTRUCTION '•1` :' \a�\ ig AT LEAST 1'VERTICALLY APART. AT EACH POST,ATTACH THE GEOTEXTILE OR FABRIC THE - COMPACTED \P WOVEN OR WELDED WIRE FENCE TO THE POST AS PREVIOUSLY STATED. IN ADDITION,EACH TIE COMPACTED EXIT TO PREVENT CONSTRUCTION TRAFFIC FROM 6°X 6"TRENCH BACKFILL PLAN _ DO PLACED ON A POST SHOULD BE POSITIONED TO HANG ON A POST NIPPLE WHEN TIGHTENED TO FINISHED GRADE BACKFlLL - 6'X 6°TRENCH SHORT CIRCUITING/BYPASSING THE EXIT. PREVENT SAGGING. EXTEND WOVEN OR WELDED 100'MINIMUM 100'MIN. FLOW FBA EXTEND WOVEN OR 4. WHEN TWO SECTIONS OF SILT FENCE FABRIC ADJOIN EACH OTHER,THEY SHALL BE OVERLAPPED A WIRE A MIN.OF 6"INTO WELDED WIRE A MIN.OF - MINIMUM OF 60"ACROSS TWO POSTS,AS SHOWN. ENCH UNDISTURBE fi"INTO TRENCH 20' 20' 5. ALL SILT FENCE SHALL INCLUDE WIRE SUPPORT UNLESS THE STATIC SLICING EQUIPMENT IS UTILIZED UNDISTURBE GROUND TO INSTALL THE FENCE PER DETAIL,"SILT FENCE INSTALLATION(SLICING METHOD)". GROUND 6. WRAP APPROXIMATELY 6"OF FABRIC AROUND THE END POSTS AND SECURE WITH 3 TIES. E z i 6"CRUSHED STONE BASE 7. COMPACT THE SOIL IMMEDIATELY NEXT TO THE SILT FENCE FABRIC WITH THE FRONT WHEEL OF THE EMBEDDED SILT FENCE FABRIC MIN. MIRAFI HP 370 GEOTEXTILE TRACTOR,SKID STEER,OR ROLLER EXERTING AT LEAST 60 POUNDS PER SO.INCH.COMPACT THE 6"INTO GROUND W/6"LAID ALONG EMBEDDED SILT FENCE FABRIC EDGE OF EXISTING FABRIC FOR SEPARATION UPSTREAM SIDE FIRST.COMPACT EACH SIDE TWICE FOR A TOTAL OF FOUR TRIPS. BOTTOM OF TRENCH.SOIL SLICING IN MIN.6"INI GROUND W/fi" PAVEMENT ASPHALT 10"MIN.-2"-3" COMPACTED SUBGRADE.COMPACT 8. ADD POST CAPS AS NEEDED BASED ON SITE CONDITIONS AND APPLICABLE AGENCY REQUIREMENTS. ACCORDANCE WITH ASTM D 6462 LAID ALONG BOTTOM OF PAVEMENT CLEAN STONE PERFORMANCE STANDARDS: TO 95%MAXIMUM DRY DENSITY 8.2.2 IS ALSO ACCEPTABLE. TRENCH.SOIL SLICING IN MIRAPI HP 370 GEOTEXTILE 1. ALL SITE ACCESS MUST BE CONFINED TO THE CONSTRUCTION EXIT(S). BARRICADE TO PREVENT MAINTENANCE NOTES ACCORDANCE WITH ASTM D FABRIC FOR DRAINAGE AND USE OF ANY LOCATIONS OTHER THAN THE CONSTRUCTION EXITS WHERE VEHICLES OR 1. SILT FENCES SHALL BE INSPECTED ALONG TFS ENTIRETY AND MUST BE CLEANED WHEN () SEDIMENT HAS ACCUMULATED TO ONE-THIRD THE HEIGHT OF THE SILT FENCE. A-A-SECTION TIE BACK ACCEPTABLE. TABL IS ALSO FILTRATION EQUIPMENT MAY ACCESS THE SITE. MAINTENANCE CLEANOUT MUST BE CONDUCTED REGULARLY TO PREVENT ACCUMULATED (FOR SLOPES LESS THAN 3:1) STEEL POST A-A-SECTION ACCEPTABLE. 2.CONTRACTOR TO LOCATE TEMPORARY CONSTRUCTION FENCING,JERSEY BARRIERS,OR BOTH ALONG SEDIMENTS FROM REACHING ON-THIRD THE HEIGHT OF THE SILT FENCE IRE FENCE FOR SLOPES 3:1 AND GREATER) CIRCUNING/BYPASSING THETHE SIDES OF THE EXIT.ON EXIT TO PREVENT CONSTRUCTION TRAFFIC FROM SHORT F 2. ALL MATERIAL EXCAVATED FROM BEHIND SILT FENCE SHALL BE STOCKPILED ON AN SILT FENCE ( 3.PROVIDE SEDIMENT TRAP ON DOWN GRADIENT SIDE(OR BOTH SIDES)AS REWIRED.SEDIMENT UPLAND PORTION OF THE SITE IF SUITABLE FOR REUSE. 3. SPECIAL ATTENTION SHOULD BE PAID TO ENSURE THAT NO UNDERMINING OF SILT FENCE SILT FENCE TYPE(WIRE SECTION DRAINAGE AVERAGE 4SILTINT OODEN SLAT TRAP SHALL BE LOCATED OUTSIDE OF THE RIGHT-OF-WAY AND AT A MINIMUM SETBACK DISTANCE HAS OCCURRED AND THAT NO BYPASS IS OCCURRING AT JOINING SECTIONS. SECTION BACK OR LENGTH AREA SLOPE OF FABRIC - AS REQUIRED PER LOCAL JURISDICTION. 4. IF EXCESS SEDIMENT IS ACCUMULATING IN ANY SECTION OF SILT FENCE,THE SLICED) - (FT) (ACRES) AREA INSIDE CORNER PLAN VIEW 4. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION EXITS) IS NOT CONTRACTOR SHOULD IMPLEMENT ADDITIONAL UPSTREAM STABILIZATION MEASURES OR SECTION 1 SLICED 3,626 170 t35% SUFFICIENT TO PREVENT TRACKING OF DIRT,DUST OR MUD,THEN TIRES MUST BE WASHED ADDITIONAL BMPS(PENDING CEC APPROVAL)TO PREVENT . . EXCESSIVE BUILDUP ON SILT SECTION A-A BEFORE THE VEHICLES ENTER A PUBUC ROAD. ALL WASH WATER MUST BE ROUTED TO A FENCE. - SEDIMENT TRAP OR OTHER TREATMENT AREA AND SHALL NOT BE DIRECTLY DISCHARGED OFF-SITE. 5. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SLOPE TO 5. LOCATIONS WHERE VEHICLES ENTER AND EXIT THE SITE MUST BE INSPECTED FOR EVIDENCE OF DRAIN . . SEDIMENT TRACKING BEYOND THE PERMITTED PROJECT AREA. ALL MATERIALS SPILLED,DROPPED, G SF SILT FENCE DETAIL -�� - WASHED OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE EXISTING "' 2 2"-3"-CLEAN STONE REMOVED IMMEDIATELY. NO SCALE MAX. (MAX. GRADE , 1 2 6. ANY SEDIMENT DEPOSITED ON THE ROADWAY SHALL BE SWEPT AS NECESSARY(AND WITHIN THE SWPPP UPDATES AND AMENDMENTS 4' (MINIMUM) (MAX,) SAME DAY AS DISCOVERY)AND DISPOSED OF IN AN APPROPRIATE MANNER. SEDIMENT SHALL I -I SEDIMENT BASIN 1 NOT BE WASHED INTO STORM SEWER SYSTEMS. THE GC MUST UPDATE THE SWPPP, INCLUDING THE JOBSITE BINDER AND SITE MAPS, TO REFLECT THE "SWPPP INFORMATION"MUST BE DISPLAYED PROMINENTLY 6"CRUSHED STONE BASE 7. DEXITEY SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING CO FLOW OF PROGRESS,OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE PROJECT SITE. UPDATES ACROSS THE TOP OF THE SIGN,AS SHOWN IN THE DETAIL SWPPP INFORMATION MIRAFY HP 370 GEOTEXTILE FABRIC FOR DRAINAGE AND MUD BEYOND THE EXIT(S). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION SHALL BE MADE DAILY TO TRACK PROGRESS WHEN ANY OF THE FOLLOWING ACTIVITIES OCCUR: BMP FILTRATION EXIT(S)AS CONDITIONS DEMAND. INSTALLATION, MODIFICATION OR REMOVAL, CONSTRUCTION ACTIVITIES (E.G., PAVING, STORM SEWER SIGN TO BE CONSTRUCTED OF A RIGID MATERIAL,SUCH AS COPY Of 10 THICK MIN.-2"-3"CLEAN STONE 8. CONTRACTOR SHALL BE PERMITTED TO TURN THE STONE WHEN THE SURFACE BECOMES H PLYWOOD OR OUTDOOR SIGN BOARD.SIGN MUST BE MIRAFI HP 370 GEOTEXTILE FABRIC FOR SEPARATION SMOOTH AND SURFACE VOIDS ARE FILLED TO MAINTAIN EFFECTIVENESS OF CONSTRUCTION EXIT INSTALLATION, FOOTING INSTALLATION, ETC.), CLEARING, GRUBBING OR GRADING, OR TEMPORARY OR CONSTRUCTED IN A MANNER TO PROTECT DOCUMENTS FROM COPY OF _ WAL-MART COMPACTED SUBGRADE.COMPACT TO 95%MAXIMUM UNTIL SUCH TIME THAT VOIDS BELOW THE SURFACE BECOME FILLED AND THE CONSTRUCTION EXIT PERMANENT STABILIZATION. WAL-MART NSTRUCII N IS NO LONGER EFFECTIVE.AT SUCH A TIME THE CONTRACTOR SHALL REMOVE THE INEFFECTIVE DAMAGE DUE TO WEATHER(WIND,SUN,MOISTURE,EEC.). DRY DENSITY N01 SIZE STONE AND REPLACE PER DETAIL IMPORTANT: NOTES: NOTICE 9. IF EXIT BMP IS STILL INEFFECTIVE,GC MUST CONTACT THE ENGINEER AND SUBMIT AN RF1 AS I THE GENERAL CONTRACTOR MUST SUBMIT A REQUEST FOR INFORMATION (RFl) TO THE CEC AND OBTAIN 1.THE SWPPP INFORMATION SIGN MUST BE SECTION B-B NECESSARY. WRITTEN CEC APPROVAL BEFORE DOING ANY OF THE FOLLOWING: LOCATED IN A PROMINENT, PUBLICLY ACCESSIBLE LOCATION NEAR THE MAIN CONSTRUCTION ENTRANCE EXIT 1,MODIFYINGSPECIE EROSION AL SEDIMENT CONTROL BOPS (SUBSTITUTIONS ARE TYPICALLY ONLY APPROVED ENTRANCE OF THE SITE, SUCH THAT THE COPY OF CO OF GE L C PY OF ST g CE IF SPECIFIED MATERIALS ARE NOT AVAILABLE OR THERE IS A VALID REASON THE SPECIFIED BMP DOCUMENTATION CAN BE READ-WITHOUT W -MART PE MR ONIIRACTO SUPPLIED I 1 WILL NOT WORK) ACCESSING THE JOBSITE, BUT NOT OBSTRUCTING 1HORIZATI N PERMIT ONSTRUCTI N g N ALE 4 2.ADDING/DELETING EROSION OR SEDIMENT CONTROL BMPS; VIEWS AS TO CAUSE A TRAFFIC SAFETY HAZARD. HORIZATI N SITE NOIIC 3.MODIFYING THE SWPPP IMPLEMENTATION SEQUENCE; OR 2.ALL POSTED DOCUMENTS MUST BE MAINTAINED '�aPifs 4.PERFORMING ANY ACTIONS OR IN ANY MANNER THAT IS CONTRARY TO THE SWPPP. IN A CLEARLY READABLE CONDITION AT ALL a TIMES THROUGHOUT CONSTRUCTION AND UNTIL THE CONTRACTOR MAY MODIFY OR ADD ADDITIONAL BMPS, WITHOUT CEC APPROVAL, IN AN EMERGENCY THE NOTICE-OF-TERMINATION (NOT) IS FILED FDIETAILED DESCRIPTION OF THE LOCATION OF THE - SEDIMENT-LADEN I SITUATION TO PREVENT SEDIMENT DISCHARGE OR PROTECT WATER QUALITY; HOWEVER, GC MUST NOTIFY FOR THE PERMIT. PP DOCUMENTATION(BINDER AND SITE MAPS) RUNOFF i MIN. 1'-MAX.2' 18„MIN +GRAVEL SHALL BE 2"-3'STONE THE CEC AS SOON AS PRACTICAL AS TO HIS ACTIONS TO DISCUSS THE NEED FOR ADDITIONAL OR 3.ALL PAGES OF NOTICES OF INTENT AND PERMIT THE SITE. _ RUNOFF WATER GRAVEL'(12"MIN.DEPTH) SUPPLEMENTAL MEASURES AND TO OBTAIN THE REQUIRED APPROVALS. THE CONTRACTOR IS ULTIMATELY AUTHORIZATIONS MUST BE POSTED. THE II WITH:SEDIMENT RESPONSIBLE TO ENSURE COMPLIANCE WITH THE PERMIT AND PROTECTION OF DOWNSTREAM WATER CONTRACTOR MAY UTILIZE ACCESSIBLE , .. :1 '� SEDIMENT - J QUALITY. WATERPROOF FOLDER$ TO STORE THESE DOCUMENTS IF IT WILL BE DIFFICULT TO POST AMENDING THE SWPPP DOES NOT MEAN THAT IT HAS TO BE REPRINTED. IT IS ACCEPTABLE TO ADD ALL PAGES INDIVIDUALLY. ADDENDA, SKETCHES, NEW SECTIONS, DETAILS, AND/OR REVISED DRAWINGS THAT HAVE THE CEC NAME 4.CONTRACTOR SHALL POST OTHER STORMWATER z y6E- 1"MAX CLEAN STONE SLOPE 2:1 IN PRINT, ARE STAMPED, SIGNED, DATED, AND ARE ACCOMPANIED BY WRITTEN COPY OF THE AND/OR EROSION AND SEDIMENT CONTROL "' NOTE' SILT FENCE MATERIAL "° WE Hpp��EES °` VARIES SEE ASSOCIATED RFl AND ITS RESPONSE FROM CEC. ENGINEERED ITEMS MUST BE SIGNED AND STAMPED BY RELATED PERMITS ON THE SIGN AS REQUIRED CONTRACTOR SHALL INSTALL JENSEN ;• OR DEWATERIN GRADING IRE MESH PRECAST"Drop Inlet 24"x24"x Variable PLAN FILTERED WATER THE CEC OF RECORD FOR THE PROJECT. BY THE GOVERNING AGENCIES. •'`•: • 5.SUBSEQUENT PERMIT MODIFICATION REQUESTS height w/cast in frame"WITH SC2424-DIT - r OR RENEWAL APPLICATIONS AND THEIR Qo � GRATE(JENSEN PRECAST DRAWING# PIG DRAIN INSERT OR `; EXIT STRUCTURE SPECIFIC APPLICATION ASSOCIATED AUTHORIZATIONS OR RESPONSES 4, V tot -.r -�, yp 'D124x24_2424FG_FF_A.dwg,DATED APPROVED EQUAL THIS METHOD OF INLET PROTECTION IS APPLICABLE K SHALL BE POSTED ON THE SWPPP SIGN. 2/1/G8).CONTRACTOR SHALL SELECT WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, 6.SIGN SHALL BE LOCATED OUTSIDE OF PUBLIC �- MANHOLE BUT NOT WHERE PONDING AROUND THE STRUCTURE RIGHT-OF-WAY AND EASEMENTS UNLESS MINIMUM BOX AND/OR RISER HEIGHT �" REQUIRED TO ACHIEVE THE SPECIFIED INVERT MIGHT CAUSE STRUCT R INCONVENIENCE OR DAMAGE APPROVED BY THE GOVERNING AGENCY. - ELEVATIONS SHOWN ON THE ON-SITE STORM "')' " > TO ADJACENT STRUCTURES AND UNPROTECTED ACRES. DEVELOPER/OWNER 7.CONTRACTOR IS RESPONSIBLE FOR ENSURING DRAIN PLAN.CATCH BASIN SHALL INCLUDE A WAL-MART REAL ESTATES LL m STABILITY OF THE SWPPP INFORMATION SIGN. Li MINIMUM 1'SUMP. CONTRACTOR SHALL CONTACT 811 BUSINESS TRUST EROSION CONTROL DETAILS 2001 SE 10TH STREET FOR LOCATION OF ALL UTILITIES, SHOWN ON THIS SHEET ARE ss SWPPP INFORMATION SIGN DETAIL - 1P1 - EXCAVATED INLET SEDIMENT TRAP 1P2 INLET PROTECTION DETAIL BENTONVILLE,AR AT LEAST 72 HOURS PRIOR TO WALMART STANDARD DETAILS N s LE NO SCALE SCALE L 72716-5570 BEGINNING CONSTRUCTION UNLESS OTHERWISE NOTED. 479-204-1195 SITE OPERATOR/GENERAL CONTRACTOR: ALERT TO CONTRACTOR: NOTE TO GENERAL CONTRACTOR: SUPERINTENDENT: ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK,FINAL UTILITIES,AND FINAL GRADING)BY THE MILESTONE PRIOR TO CONSTRUCTION,GC MUST CLEARLY DELINEATE AND MARK OFF DATE IN PROJECT DOCUMENTS.OUTLOT AREA TO BE KEPT FREE OF JOB TRAILERS AND STORAGE AFTER THE CONTRACT AREAS IDENTIFIED IN THE SWPPP OR IN THE FIELD,TO BE PROTECTED -MILESTONE DATE FOR THE OURLOT.WM GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUTLOT CONTRACTOR TO THE SUCH AS,NATURAL BUFFERS,TREES,HABITATS OF ENDANGERED/ SPECIFIC PARCEL AT ALL TIMES AFTER MILESTONE DATE.PURCHASER OF OUTLOT TO PROVIDE PERMIT DOCUMENTS AND SWPPP M ANY NEW PUN SHEETS ISSUED BY THE CEC. IMPORTANT: GC MUST SIGN ALL PLAN SHEETS AND INQUIRED BY STATE/LOCAL REQUIREMENTS FOR SPECIFIC OUTLOT. THREATENED SPECIES,HISTORIC PROPERTIES,LTC.). SE PLANS E BEEN REVIEWED R COMPLIANCE TH THE IATE MARK REVISIONS APPR. DATE OFEDEVELOPMENTVAND/OR CITY AND STATE LAWS,AND AI PERMIT MAY BE ISSUED. 30 PREPARED BY: SEAL BENCHMARK: CITY OF LAKE ELSINORE DRAWING NUMBER: 30 Executive Park,Suite 100 ELEVATION: 16.96 AGENCY:MONUMENT T COUNTY TRANSPORTATION DJ COMMISSION. j B Et F�i`I`flW Irvine,CA 92614 c9 VN NOUR2 ELEVATION:1316.96 FEET.MONUMENT TYPE: FOUND 2"BRASS DISC WITH AM ��_� if� 9llYN y4Y�0 9Q�! CONCRETE COLLAR.LOCATION:SOUTHWEST CORNER CENTRAL AVENUE AND CAMBERN k 949 296 0450 f:949 298 0479 � � AVENUE(DOWN 1.0').AGENCY:NGVD 1929 9 No. SCALE: DRAWN: BB EROSION CONTROL E„„•123120 ° N/A SHEET 350F38 REMON HABIB RC€83156 DATE 08/08l19 �'✓T V a! DETAILS FILE No. 116TIN6 CITY ENGINEER J OUR AD RCE No. 46039 DATE F of CAu� DATE: April 10, 2019 - CHECKED: JP l� ,'3,G 4 Fllename:P:\2008\20OWDG \-CURREMDRAWWGS\-PRODUCTION FILES\CNSRE\2006006W-ES-5-ES-6-PHI J`T t 2 LEAVE 2 T 3 INCHES 0 4 5TEIF 6 7 8 9 70 71 12 73 14 15 i6 17 18 - 19 20 TUBE. Street Sweeping and Vacuuming =7 Material Delivery and Storage WM-1 Sanitary/Septic Waste Management WM-9 SWPPP UPDATES AND AMENDMENTS BACKFILL AND COMPACT LOOSE v THE GC MUST UPDATE THE SWPPP, INCLUDING THE JOBSITE BINDER AND SITE MAPS, TO REFLECT MATERIAL UPSTREAM OF TUBE. categories categories categories THE PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE PROJECT SITE, A EC Emsot XAlkd Ec FKWCmtrol EC Emsim oft UPDATES SHALL BE MADE DAILY TO TRACK PROGRESS WHEN ANY OF THE FOLLOWING ACTIVITIES y,� —� , sE SedmeyTt�ui, � ''t SE sedimlantcoevo� � s£ S1etNtOxMd OCCUR: BMP INSTALLATION, MODIFICATION OR REMOVAL, CONSTRUCTION ACTIVITIES (E.G., PAVING, TC Tra"O'a" 0 _ TC Track"CMM TC Tt gc.*d STORM SEWER INSTALLATION, FOOTING INSTALLATION, ETC.), CLEARING, GRUBBING OR GRADING, OR 6-9 INCH Wrd Ex anCastd WE Wind Fr—CO*N WE vWid Erosion CxW TEMPORARY OR PERMANENT STABILIZATION. FLOW TUBES �' INS urrrwaW m '< �-, ,�. �-> N M nent�s,nsck 1 �errod - Mwa9mvt'.onvot IMPORTANT: ,YM Wase na'Raai Wasekbrap""aa � .:.. Walk ami OTiE GENERAL CONTRACTOR MUST SUBMIT A REQUEST FOR INFORMATION (RFl) TO THE CEC AND STAPLE p Cairo OBTAIN WRITTEN CEC APPROVAL BEFORE DOING ANY OF THE FOLLOWING. -, ORE , »i: MaMrek WlWao Aflat�s:ib�op CcxatAi STAPLES PLACED ABOUT 1 -^j �M rid= - t., EMBEDMENT _ d I 0 �-,� 1.MODIFYHNG EROSION OR SEDIMENT CONTROL BMPS (SUBSTITUTIONS ARE TYPICALLY ONLY B 0 pri•,•.roD,�.,a t INCH UPSTREAM OF ,A,s P1n�""cat■spry i �.. I t c"tom` APPROVED IF SPECIFIED MATERIALS ARE NOT AVAILABLE OR THERE IS A VALID REASON THE TUBE. ,... a•,rc"t�o�. ( @ s.e<wd'+«xctar•rv.Ubtecfnw;;. SPECIFIED BMP WILL NOT WORK - 2.ADDMNG DELETING EROSION OR SEDIMENT CONTROL BMPS 3.MOD"NG THE SWPPP IMPLEMENTATION SEQUENCE; OR TUBES WITH FLOCCULENT MAY BE INSTALLED BEFORE OR AFTER THE '_'-'> 4.PERFORMING ANY ACTIONS OR IN ANY MANNER THAT IS CONTRARY TO THE SWPPP. OF ROLLED EROSION CONTROL PRODUCTS.BEFORE -INSTALLATION Targeted Constituents Description and Pit se Targeted Constituents. Description and Purpose Targeted THE CONTRACTOR MAY MODIFY OR ADD ADDITIONAL BMPS, WITHOUT CEC APPROVAL, IN AN INSTALLATION OF TUBE,SMOOTH AND SHAPE EARTH SURFACE AND REMOVE hmal and p�Purpose � �O ALL STONES,ROOTS,OR OTHER DEBRIS GREATER THAN 2 INCHES IN tphatn P "e"t ® Preve ttreduce;orelmnatethedisckargeofpollutantafrom se6reA g Pmpersanitag and septic toaste management greventthe BeSnant EMERGENCY SITUATION TO PREVENT SEDIMENT DISCHARGE OR PROTECT WATER QUALTY; HOWEVER, geetsweepmgandeacuunung tletnddsuseafself-pmpell � dischargeofpollutantstostornrater from sanitary and septic n ITj; GC MUST NOTIFY THE CEC AS SOON AS PRACTICAL AS TO HIS ACTIONS TO DISCUSS THE NEED DIAMETER. Jidwalk-behind equipment to remove sediment from streets Tta @ 'materialdelivery^andstoragetothestormwaiersystemor NiAnentS 0 -t,,.astebv.providing convenient,well-maintamedfacilitiess,:aexl FOR ADDITIONAL OR SUPPLEMENTAL MEASURES AND TO OBTAIN THE REQUIRED APPROVALS. THE C watercourses by minimizing the storage of hazardous materials. Trays H. -P '�� Trash. @1... �madwg.Siveepingampacuuma prwepreparmienfnr arranging" for regular service and ' CONTRACTOR IS ULTIMATELY RESPONSIBLE TO ENSURE COMPLIANCE WITH THE PERMIT AND IF INSTALLING TUBE ACROSS A DITCH,THEN EXCAVATE A PLACEMENT aril pawing.Sweeping and vacuuming prevents sedimeurfrom Fad. completelyin closed des mated area, ngcontainers andJora fps �' PROTECTION OF DOWNSTREAM WATER QUALITY. TRENCH ABOUT 3 INCHES DEEP. : 6aueca compietelyencloseddesignatedarea,iustallingsecondary project site from entering storm drains or receiving haters; 9acteria Suitable Applications Ia SECTION Mond Giease. 0 containment,conducting regular inspections,and training _ OekI tltabie Applications Organics employees and subcontractors. 09 aad Orease 0 at all co structwaste mthagem�tporary o am r portable use OPP— ADDENDA. THE SWPPP NOES NOT MEAN THAT , HAS TO R REPRINTED. R IS ACCEPTABLE TO ADD , Crganits ® atallmnstraction sites thatuse temporaryorgortablesanitax3^ ^� � ADDENDA, SKETCHES, NEW SECTIONS, DETAILS, AND/OR REVISED DRAWINGS THAT HAVE THE CEC 3 andvacuumingan suitable anysv-heresedimentis Tbisbestmanagement'practice.coversonl material delivery andseptkivastesystems, NAME IN PRINT, ARE STAMPED, SIGNED, DATED, AND ARE ACCOMPANIED BY WRITTEN COPY OF THE 0 from the project site onto public orpriatepaved ASSOCIATED RFl AND ITS RESPONSE FROM CEC. ENGINEERED ITEMS MUST BE SIGNED AND STAMPED Potential Alternatives. and storage.For other information on materials,see iVM-2, 1 FOOT OVERLAP �`pAgtl roads,ty^picaIly at paints of egress.Sweepingand Potential Alternatives LimTWUpns. Potential Alternatives 6 TO 8 INCH WIRE STAPLES SPACED Iungare also applicableduringpcepazationofpaved None- Material Use,orW1VT4,SpiDPreventionandCuntral.For BY THE CEC OF RECORD FOR THE PROJECT. 4 p (MIN) 1 FOOT ON CENTER. '0#faces for final paving: information on castes,see the waste management BMPS in this Nam None identified: I 19 a. #Untitations Implementation `weeping and vacuuming may not be effective whim sediment Suitable Applications Sanitaryor optic castes should be treated or disgosedef in' p�OPER/OyINER NOTE i1swet or when tracked sail is caked(caked soil may-aeea to be These procedures are suitable for use at all construction sites accordance with state and local requirements.In manpeases, WAL-MART REAL ESTATES CONTRACTOR SHALL CONTACT 811 EROSION CONTROL cith delive•and stora a of the folloc" .materials: one contract with a local facility supplier wV be all that it takes BUSS Tqy DETAILS SHOWN ON srrapedtoose):: 0. g '°g FOR LOCATION OF ALL UfILT11ES, to make sure sanitary wastes are property disposed: 2�1 SE 10TH STREET THIS SHEET ARE 6-9 INCH STAKES SPACED 1 FOOT ON CENTER IN • Suil stabilizers and binders BINS AT LEAST 72 HOURS PRIOR TO 1tlAlldANT STANDARD Implementation Storage po 727t6-5570 BEGINNING CONSTRUCTION DETAILS UNLESS AR NBES AND AT ON AND IN CHANNELS. St and Als stet$aredlmes 7e Controlling the naDtber of points There vr}Iitlss can leave ■ Pesticides and herbicides ■ Temporary sanitary facilities should be located away from OTHERWISE NOTED. OTHERWISE SPACED 2 FEET ON CENTER. Po ary O' Y 479-204-1795 the site,sill perhaps tobe PRESS DOWNSTREAM EDGE OF PLUMPED drainage faeilrtres,watercourses,and from traffic E focused.and perhaps save mane9,: • Fertilizers .circulation,if site conditions allow, lace portable facilities SfE OPERATOR/GENERAL CONTRACTOR: UP TUBE ABOUT 1 INCH UPSTREAM AND P Po DRIVE STAKES INTO THIS INDENTATION. P Pa aeltias amm'mun'ofso feat from drainage c°nveyancesand NOTE TO GENERAL CONTRACTOR: a Ins eatial sedxnrent tr loeataans dadv: • Detergents PLAN traffic areas.%ten subjected to high ivm&or risk of high ,., � - GENERAL GUIDEUNES FOR SPACING OF tliF Nmble sedimentt1*4411c on `""' • Plaster Ivinds,temporary sanitary facilities should be secumdt o S1IPERIt�DEAR: PRIOR TO CONSTRUCTION,GC MUST CLEARLY DELINEATE AND MARK OFF TUBE TRENCHES FOR SLOPE INSTALLATIONS adailybasis preventove—g. ALAS IDENTIFIED IN THE SWPPP OR IN THE FIELD,TO BE PROTECTED ,� v, 7, • Petroleum products such as fvei,ail,and grease SLOPE GRADIENT TUBE INTERVAL fl ._„ +W' R (SUCH.AS,NATURAL BUFFERS,TREES,FIABRA75 OF ENDANGERED/ WPORTANT: GC MUST SIGN ALL PLAN SHEETS AND Ti�AIENED SPECIES,HISTORIC PROPERTIES,ETC.). ' 44H*.1V V 15 FEET GENERAL GUIDELINES FOR SPACING OF TUBE - - :mac ANY NEW PLAN SHEETS ISSUED BY THE CEC. V 25 FEET TRENCHES FOR CHANNEL INSTALLATIONS ' " " '-" "°'�^'_"'°"""'�^ 1V 35 FEE SLOPE TUBE INTERVAL.F ,Gr2p08 �"R�"d2��.rufe.attPNat�,odc raFS, cAf-,:�voMPNamdb"� Ifa ALERT TO CONTRACTOR: 50 FEEL 2% 25 FEET ,. cse.•tw" w.."..a .A.a NOTE:REFERENCE CASQA CALIFORNIA STORMWATER BMP HANDBOOK FOR ADDITIONAL NOTE:REFERENCE CASQA CALIFORNIA STORMWATER BMP HANDBOOK FOR ADDITIONAL NOTE:REFERENCE CASQA CALIFORNIA STORMWATER BMP HANDBOOK FOR ADDITIONAL All STO E GAIT CONTRACTOR WORK TO DE COMPLETED(FARE KEPT FINAL UTILITIES,T AND FINAL STORAGRADINGE F THE MILESTONE GAIT Ni PROJECT DOCUMENTS.OITTLOT AREA TO�KEPT FREE OF JOB TRAILERS AND STORAGE AFTER THE REPLACE TUBES WITH FLOCCULENT PER MANUFACTURERS SPECIFICATIONS. DETAILS SPECIFICATIONS. I DETAILS SPECIFICATIONS. DETAILS/SPECIFICATIONS. CONTRACT MILESTONE DATE FOR THE MAT.WM GENERAL.CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OU1L0T SC5 FIBER ROLL DETAIL SE7 STREET SWEEPING AND VACUUMING WMl MATERIAL DELIVERY AND STORAGE WM9 SANITARY SEPTIC WASTE MANAGEMENT CONTRACTOR 1D THE SPECIFIC PARCEL AT ALL OWES AFTER MILESTONE DATE PURCHASER OF OtJILOT TO PRIDE PERMIT WCLWt1J1s AND SWPPP REQUIRED BY STATE/LOCAL REQUIREMENTS FOR SPECFIC OUROT. N SCALE NO NO SCALE NO SCALE DIVERSION DIKE L(SEE PHASE I SITE MAP) .4IW ,_, - 12"MIN.FREEBOAR �---2—, -NOTE 2 G • r'. '.r A DESIGN FLOW DEPTHS 1 34T'm4,�1A 115 1200 min x aIC min ! L PA�FEO WERE - CONOREiE i i .. 1BACK LETTERS 5d m+"HFJC,t+T T• ,1NIOSHDLIT, EAG 5s'+6,Ew5. --�- 2 FILTER FABRIC r C r '' rc . --NOTE 1 (t3#.-Min}' '� • ,i- CHANNEL LINED TO PREVENT EROSION(SEE TABLE IN THIS':DETAIL) 2 cif �-yh r '^V ) 9: mini ss min a 2a NOTES: TYPICAL VEE-SHAPED DIVERSION 1. REMOVE ANY EXISTING VEGETATION AND SCARIFY OR BENCH ADJACENT SOILS PRIOR H (/ ' T$A NDT TO. -^"� r ^ "-� �./' f T TO PLACING BERM. C . fW „r�` r" "� ,a c� 4 > *•.e / 2. BERM MATERIALS MUST BE ADEQUATELY COMPACTED AND IMMEDIATELY STABILIZED. _ �� fi ^ ='�,�. �/ � �� ✓"� >''-j� EXCAVATED �f 3. DIVERSION DITCHES/BERMS MUST BE IMMEDIATELY STABILIZED TO PREVENT EROSION (OR EDkNYALEN'T) o AND TRANSPORT OF SEDIMENT. �""""'"� 1 Y))t '� - <. �� FINISHED GRADE W OUTLET(PERSPECTIVE) 4. FOLLOW 02300 EARTHWORK SPECIFICATION. FLOW NOTES: FF W ET ION AND 1. CONCRETE WASTE MANAGEMENT PERTAINS TO WASTE FROM 1,,,„..._---��_,,,, T�6001C.YpAC 1r.' �'11H DNERSON NAMENGTHRMLONGI7UDINAL DESIGN FLOW EROSION PROTECTION TYPE Is..Jt St-- CONCRETE READY-MIX TRUCKS,MASONRY OPERATIONS,AND ..-, -4' DIVERSION SEGMENT SIMILAR WASTE. l,m.,._..r"�. (FT.) SLOPE DEPTH(IN.) (I.E.,MATTING,BLANKET,ETC.) 2. "THE LOCATION OF CONCRETE WASHOUT CONTAINERS SHALL BE RIPRAP N-SITE DIVERSION SEE SH SEE SHEET SEE SHEET ROCK-LINED SCALE WITH 6 SHOWN ON THE SITE MAPS AND ARE PERMITTED BY THE STATE. WIRE MESH AND SILTFENCE MATERIAL GRAVFIr ORIGINAL CHANNEL(TYP.) ES-3 ES-3 ES-3 RIP-RAP, 16°DEEP LINE 3. DISCHARGE OF EXCESS OR WASTE CONCRETE AND/OR WASH WIRE MESH AND SILT MIN.3600 C.F./AC GEOTEXTILE FABRIC(SEE 02370 GROUND - - - - -FILTER FABRIC WATER FROM CONCRETE TRUCKS IS ALLOWED AT THE MAINTAIN ACCESS TO COVER OF DRAINAGE AREA SPECIFICATION,CEC TO SPECIFY) ELEVATION CONSTRUCTION SITE. ONLY COMMERCIALLY AVAILABLE ABOVE FENCE MATERIAL GROUND PORTABLE CONCRETE WASHOUT CONTAINERS ARE 72" FOR INSPECTION SECTION -A WAL-MART - ALLOWED AND MUST BE PROTECTED FROM VEHICLE TRAFFIC *GRAVEL SHALL BE 2°-3"CLEAN STONE STANDARD Ar. AND CLEARLY IDENTIFIED BY LEGIBLE SIGNAGE,AND MUST BE GRAVEL` FILTERED WATER DETAIL LOCATED OUTSIDE OF VEGETATED BUFFERS AND AS FAR AS RUNOFF WATER CURB INLET SO SEDIMENT BASIN M STONE OUTLET OC DIVERSION CHANNEL J VARIES }*�• PRACTICABLE FROM STORMWATER CONVEYANCES AND IMPOUNDMENTS AND WATER BODIES. PORTABLE CONCRETE NO SCALE No SCALE WASHOUT CONTAINERS SHALL CONTAIN AND/OR ACTIVELY MANAGE BOTH,SOLID AND FLUID,COMPONENTS OF THE MIX. SEDIMENT CONCRETE WASHOUT CONTAINERS MUST BE CLEANED OR EXCHANGED WHEN THE REMAINING VOLUME IS REDUCED BY •` 85%TO PREVENT ANY POTENTIAL OVERFLOW IN A STORM •*' �"' '- .'�t'� 4 EVENT. " z ° 4. ALTERNATIVELY,WASTE CONCRETE CAN BE PLACED INTO FORMS ` - TO MAKE RIP RAP AND/OR OTHER USEFUL CONCRETE "'w;• " -' i r K ;�- ,� PRODUCTS. PORTABLE CONCRETE WASHOUT CONTAINERS SHALL �, / �'•" '' r , .; BE DISPOSED IN ACCORDANCE WITH APPLICABLE LOCAL,STATE GRAVEL BAGS OVERLAP CONCRETE GUTTER -t:• ,:.•• ! ONTO CURB i5• �a , SlJNDEIAG, .; -. .: , AND FEDERAL REGULATIONS. THE CC IS RESPONSIBLE FOR ♦ •:: ._......:......•.....::::..:......?.:...:.....:,::;_:.._..:....._.............._...... ASSURING THAT THESE PROCEDURES,APPLICABLE LAWS,AND "•'� NOTE:, -ENVIRONMENTAL REGULATIONS ARE FOLLOWED. THE LOCATION 12 1. PLACE RIP-RAP AND LEAN GROUT IN ALL AREAS INDICATED ON THE DRAWING.THE TQ'Ti111�i�. j 8E16d OF CONCRETE WASHOUT CONTAINERS SHALL BE SHOWN ON STONE SHALL CONSIST OF FIELD STONE OR ROUGH,UNHEWN QUARRY STONE AS THE SITE MAPS. NEARLY UNIFORM IN SECTION AS IS PRACTICAL THE STONES SHALL BE DENSE, SPECIFIC APPLICATION ��- RESISTANT TO THE ACTION OF AIR AND WATER,AND SUITABLE IN ALL ASPECTS CEMENT AND CONCRETE WASHOUT FOR THE PURPOSE INTENDED.UNLESS OTHERWISE SPECIFIED,ALL STONES USED CW THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS (' M FT 3 09 AS RIP-RAP SHALL WEIGH BETWEEN 50-150 POUNDS EACH,AND AT LEAST 60 L T.s WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE RUNOFF _ )MIN. PERCENT OF THE STONES SHALL WEIGH MORE THAN 100 POUNDS EACH. ,•..ry ^ �.' SOURCE BOX INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED '�—�"'"�� 2.GRADE SUBGRADE BELOW RIP-RAP PAD SMOOTHLY BEFORE PLACING THE STONES. LAST REVISED: 'NAL-MART AREAS. - 3.SEE PLAN FOR DIMENSIONS OF PAD. THREE LAYERS OF GRAVEL BAGS 4.ALL STONES SHALL BE SPACED 1"-3"APART AND PLACED BY HAND. I'iJ'.#fiF STANDARD •GRAVEL SHALL BE 3/4"-2"ANGULAR CLEAN STONE GAP BETWEEN BAGS WITH ENDS OVERLAPPED ACTS AS SPILLWAY 5. RIP-RAP SHALL BE GROUTED SUCH THAT NO CAVITY OR VOID SHALL EXIST UNDER ' JUNE 2013 DETAIL THE STONES. NOTE: REFERENCE CASQA CALIFORNIA STORMWATER BMP HANDBOOK FOR•ADDITIONAL DETAILS/SPECIFICATIONS. M WM8 CONCRETE WASTE MANAGEMENT WASHOUT AREA WITH SIGN 1P3 GRAVEL CURB INLET SEDIMENT FILTER SE8 SANDBAG BARRIER RIP-RAP DETAIL NO SCALE NO SCALE NO SCALE NO SCALE MARK REVISIONS APPR. DATE OFESE PLANS HAVE BEEN fiEVI&E-D FOR COMPLIANCE WITH THE DEVELOPMENT AND/OR CITY AND STATE LAWS,AND A PERMIT MAY BERIATE SSUED.CONDITIONS PREPARED BY: 30 Executive Park,Suite 100 SEAL e BENCHMARK. BRASS CITY OF LAKE ELSINORE °WING NUMBER: aa��p�� r akl DESIGNATION if3433 AGENCY.RIVERSIDE CWN1Y tRANSPORTATION COMMISSION. YE V W/�1 ��i®W DISC WITH 10 Irvine,CA 92614 'ot,N NOURI4o``�� CONCRETE COLLAR.LOCATION MONUMENTSOUTHWEST CORNER FOUND CENTRAL AVENUE AND CAMBERN �_ / YYA,GGrWWA,Y�sll 9 !1 W t:949 296 0450 E 949 296 0479 AVENUE(DOWN 1.0•).AGENCY:NGW 1929 ( NO. A60� a SCALE: DRAWN: BB EROSION CONTROL z1 -11 * Exp•12 31 20 '+ N/A SHEET 36OF38 REMON HABIB RCE 83156 DATE 08/OS/19 ,,�, CIVI �p DETAILS FILE NQ. A6TN9 CITY ENGINEER J OUR A RCE No. 46039 DATE qjP OF c Ufa DATE: CHECKED: JP April 10, 2019 s s 21_n ome:P:\2008 iTSWSW\-CURRENTDRAMNGS\-PRODUCTION FILES\ONSITE\2008OOW9-ES-5-ES-S-PHI 1 1 2 1 3 1 4 1 5 1 6 7 1 8 9 110 1 11 12 13 14 1 15 16 17 1 18 19 20 - NOTES: NOTES: - 1. THE GC IS REQUIRED TO, AT A MINIMUM, INITIATE SOIL STABILIZATION MEASURES IMMEDIATELY WHENEVER ANY CLEARING, GRADING, EXCAVATING NOTES: - OR OTHER EARTH DISTURBING ACTIVITIES HAVE PERMANENTLY CEASED ON ANY PORTION OF THE SITE, OR TEMPORARILY CEASED ON ANY A 1. ALL ON-SITE TOPSOIL MUST BE PRESERVED FOR REUSE ON THE SITE DURING REVEGETATION, UNLESS IT IS PORTION OF THE SITE ARID WILL NOT LIKELY RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS ' 1. LARGE AREAS OF SOIL THAT ARE DENUDED OF VEGETATION AND HAVE NO PROTECTION FROM PARTICLES INFEASIBLE OR UNREASONABLE TO DO SO. (NOTE: TOPSOIL STOCKPILING ON-SITE MAY BE INFEASIBLE IF 2, THE GC HAS 7 DAYS FROM INITIATION OF STABIUZATION TO COMPLETE SOIL PREPARATION, SEEDING, MULCHING, AND ANY OTHER REQUIRED BEING PICKED UP AND CARRIED BY WIND SHOULD BE PROTECTED WITH A TEMPORARY COVER OR KEPT SPACE IS NOT AVAILABLE ON-SITE FOR TOPSOIL STOCKPILING OR IF LITTLE TO NO VEGETATION IS TO REMAIN ACTIVITIES RELATED TO THE PLANTING AND ESTABUSHMENT OF VEGETATION. THE GC ALSO HAS 7 DAYS FROM INITIATION OF STABILIZATION TO UNDER CONTROL WITH WATER OR OTHER SOIL ADHERING PRODUCTS TO PREVENT SOIL PARTICLES FROM UNDER POST-CONSTRUCTION CONDITIONS. STOCKPILING OF TOPSOIL AT AN OFF-SITE LOCATION OR NOTES: COMPLETELY INSTALL NON-VEGETATED MEASURES,IF UTILIZED. BECOMING AIRBORNE,AND FROM EXITING THE SITE PERIMETER. - TRANSFER OF TOPSOIL TO OTHER LOCATIONS MAY ALSO BE ACCEPTABLE BUT MUST BE AUTHORIZED BY THE 3. ALL DISTURBED AREAS MUST BE STABILIZED TEMPORARILY WITH THE USE OF FAST-GERMINATING ANNUAL GRASS GRAIN VARIETIES APPROPRIATE 1. STORM DRAIN INLET PROTECTION MEASURES SHALL PREVENT SOIL AND DEBRIS FROM ENTERING STORM FOR SITE SOIL AND CLIMATE CONDITIONS. MULCH IS REQUIRED FOR ALL SEEDING APPUCATIONS.AND ALL MULCH APPLICATIONS MUST INCLUDE 2. WATER TRUCKS EN OTHER DUST CONTROL AGENTS SHAM BE USED AS NEEDED DURING CONSTRUCTION TO CEC). DRAIN INLETS. MINIMIZE DUST GENERATED ON THE SITE TACKIFIERS MAY BE USED TO HOLD SOIL IN PLACE AND PREVENT A SUITABLE FORM OF MULCH ANCHORING TO MINIMIZE MOVEMENT OF MULCHBY WIND OR WATER. DUST. MANUFACTURER RECOMMENDATIONS FOR APPLICATION LOCATIONS AND RATES MUST BE USED FOR 2. ALL SOIL STOCKPILES MUST BE STABILIZED TO PREVENT EROSION AND FUGITIVE DUST. THE SURFACE OF 2. TEMPORARY CONTROLS SHALL BE CONSTRUCTED BEFORE THE SURROUNDING AREA IS DISTURBED. 4. ALTERNATIVE STABILIZATION MEASURES TO SEEDING, SUCH AS ANCHORED MULCH APPLICATION (WITHOUT SEEDING), MAY BE UTILIZED DURING DUST CONTROL APPLICATIONS. ONLY SWPPP-SPECIFIED TACKIFIERS MAY BE USED ON THE PROJECT SITE; THE STOCKPILE MUST BE PROPERLY PROTECTED TO ELIMINATE THE.RISK OF EROSION. SEE TEMPORARY PERIODS WHEN VEGETATIVE GROWTH IS UNLIKELY(E.G.WINTER MONTHS). B ANY CHEMICAL APPUCATION NOT INCLUDED IN THE SWPPP MUST BE APPROVED,IN WRITING,BY THE CEC. SEEDING OR STABILZATION DETAIL SUITABLE ALTERNATIVE MEANS OF STABILIZATION CAN BE USED, SUCH AS 3, TO PREVENT CLOGGING,STORM DRAIN CONTROL STRUCTURES MUST BE MAINTAINED FREQUENTLY. 5. IT IS NOT ACCEPTABLE TO ALLOW BARE SOIL TO REMAIN EXPOSED AT ANY TIME DURING THE YEAR, REGARDLESS OF PROPERLY ANCHORED PLASTIC TARPS, WEATHER/TEMPERATURE/SITE CONDITIONS. 3. DUST CONTROL MUST BE PROVIDED BY THE GC TO A DEGREE THAT IS IN COMPLIANCE WITH APPLICABLE 3. PERIMETER SEDIMENT CONTROLS ALSO MUST BE INSTALLED AT STOCKPILE LOCATIONS TO PREVENT CONTACT 4. CHECK ALL TEMPORARY CONTROL MEASURES DAILY,AND AFTER EACH STORM EVENT. 6. ALTERNATIVE STABILIZATION MEASURES INCLUDE, BUT ARE NOT LIMITED TO: ANCHORED STRAW/HAY MULCH, WOOD CELLULOSE FIBER MULCH, FEDERAL,LOCAL AND STATE DUST CONTROL REGULATIONS. WITH STORMWATER,INCLUDING RUN-ON. - SPRAY-ON SOIL GLUES/BINDERS,AND ROLLED EROSION CONTROL PRODUCTS. 5. CONTROL MEASURES MUST BE BUILT PER.DETAIL AND PLANS,AND MUST BE IN GOOD WORKING CONDITION 7. ALL ROLLED EROSION CONTROL PRODUCTS SHALL HAVE CURRENT QDOR(TM) STATUS ISSUED BY THE EROSION CONTROL TECHNOLOGY COUNCIL 4. THE USE Of MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION 4. STOCKPILES MUST BE LOCATED OUTSIDE OF ANY VEGETATED BUFFER AREAS AND SHOULD BE LOCATED AS AT ALL TIMES. (ECTC) PLUS ANY STATE OR AGENCY-SPECIFIC REQUIREMENTS. EVIDENCE OF QDOR(TM)APPROVAL SHALL ACCOMPANY THE PRODUCT SHIPPED OPERATIONS IS PROHIBITED. FAR AS PRACTICABLE FROM STORMWATER CONVEYANCES AND IMPOUNDMENTS AND WATER BODIES. - TO THE JOBSITE FOR READY IDENTIFICATION BY THE CONTRACTOR OR AGENCY INSPECTOR. 5. IN ADDITION TO BMPS,GC SHALL PERFORM PER PRACTICES AND PROCEDURES WHICH MINIMIZE AND PREVENT 8. ROLLED EROSION CONTROL PRODUCTS (NETS, BLANKETS,TURF REINFORCED MATES)AND VEGETATED AREAS NOT MEETING REQUIRED VEGETATIVE AIRBORNE DUST OR OTHER PARTICLES FROM OCCURRING, 5. STOCKPILE LOCATIONS SHALL BE NOTED ON THE SITE MAPS. DENSITIES FOR FINAL STABILIZATION MUST BE INSPECTED DAILY, RILING, RUTTING AND OTHER SIGNS OF EROSION INDICATE THE SPECIFIED C EROSION CONTROL DEVICE IS NOT FUNCTIONING OR INSTALLED PROPERLY AND/OR ADDITIONAL EROSION CONTROL DEVICES ARE WARRANTED, DST DUST CONTROL gp STOCK PILES IP INLET PROTECTION O TEMPORARY SEEDING OR STABILIZATION LASTUPDATED JUNE1 LAST UP AT UN 2012 LAST REVISED DUNE 2013 SWPPP UPDATES AND AMENDMENTS NOTES: THE GC MUST UPDATE THE SWPPP, INCLUDING THE JOBSITE BINDER AND SITE MAPS, TO REFLECT THE PROGRESS OF CONSTRUCTION ACTWITIES AND GENERAL CHANGES TO THE PROJECT SITE. UPDATES SHALL BE 0 1. SUBSTANCES THAT HAVE THE POTENTIAL FOR POLLUTING SURFACE AND/OR GROUNDWATER MUST BE NOTES: NOTES: MADE DALY TO TRACK PROGRESS WHEN ANY OF THE FOLLOWING ACTIVITIES OCCUR: BMP INSTALLATION, CONTROLLED BY ANY MEANS NECESSARY TO ENSURE THAT THOSE DO NOT DISCHARGE FROM THE SITE.IN 1. THE GC SHALL IDENTIFY MASONS'AREA WITH LEGIBLE SIGNAGE ON THE SITE. TO THE EXTENT PRACTICAL, MODIFICATION OR REMOVAL, CONSTRUCTION ACTIVITIES (E.G., PAVING, STORM SEWER INSTALLATION, FOOTING THIS REGARD,POTENTIALLY POLLUTING SUBSTANCES SHALL BE STORED AND HANDLED IN A MANNER 1. MATERIAL STORAGE AREAS SHOULD BE LOCATED, WHEN POSSIBLE, TO MINIMIZE EXPOSURE TO WEATHER, INSTALLATION, ETC.), CLEARING, GRUBBING OR GRADING„OR TEMPORARY OR PERMANENT STABILIZATION. CONSISTENT WITH THE RISK OF IMPACT THOSE REPRESENT,AND ACCORDING WITH THE REGULATIONS. INSPECTIONS SHALL EVALUATE DISTURBED AREAS AND AREAS USED FOR STORING MATERIALS THAT ARE ALL MASONRY TOOLS, MATERIAL, INCLUDING SAND AND SACKED CEMENT AND/OR MORTAR MATERIALS, MIX, EXPOSED TO RAINFALL FOR EVIDENCE OF, OR THE POTENTIAL FOR, POLLUTANTS ENTERING THE DRAINAGE AND EQUIPMENT SHALL BE LOCATED WITHIN THE AREA IDENTIFIED. MATERIALS VULNERABLE TO WEATHER IMPORTANT; SYSTEM OR DISCHARGING FROM THE SITE. IF NECESSARY, THE MATERIALS MUST BE COVERED OR ORIGINAL ELEMENTS SHALL BE STORED IN CONTAINERS AT THE END OF EACHWORK DAY; SUCH MATERIALS SHALL 2. WITH SOLID MATERIALS,S,INCLUDING BUILDING MATERIALS,ARE ALLOWED TO BE DISCHARGED FROM THE SITE COVERS MUST BE REPAIRED OR SUPPLEMENTED. ALSO, PROTECTIVE BERMS MUST BE CONSTRUCTED, IF REMAIN STORED IN CONTAINERS WHEN NOT IN USE. THE GENERAL CONTRACTOR MUST SUBMIT A REQUEST FOR INFORMATION (RFI) TO THE CEC AND OBTAIN WITH STORMWATER. ALL SOLID WASTE,INCLUDING DISPOSABLE MATERIALS INCIDENTAL A THE CONSTRUCTION - WRITTEN CEC APPROVAL BEFORE DOING ANY OF THE FOLLOWING: ACTIVITIES,MUST BE COLLECTED AND PLACED IN CONTAINERS. RUBBISH,TRASH,GARBAGE,LITTER,OR OTHER NEEDED, TO CONTAIN RUNOFF FROM MATERIAL STORAGE AREAS, GC SHALL ADHERE TO ALL STATE AND LOCAL REGULATIONS PERTAINING TO MATERIAL STORAGE AREAS. 2. RUNOFF CONTROL SUCH AS DIVERSION BERMS,SILT FENCE, SILT DIKE,OR OTHER MEANS OF CONTAINMENT - SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM - 1.MOl'HF1'TNG EROSION OR SEDIMENT CONTROL BMPS (SUBSTITUTIONS ARE TYPICALLY ONLY APPROVED IF E LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORMWATER DISCHARGE INTO DRAINAGE DITCHES SHALL BE PROVIDED TO PREVENT THE MIGRATION OF STORMWATER POLLUTANTS FROM THE MASONS' AREA. SPECIFIED MATERIALS ARE NOT AVAILABLE OR THERE IS A VALID REASON THE SPECIFIED BMP WILL NOT 2. CHEMICALS,PAINTS,SOLVENTS, FERTILIZERS,AND OTHER TOXIC MATERIALS MUST BE STORED IN WATERPROOF COVERED RECEPTACLES FOR DEBRIS AND TRASH DISPOSAL SHALL ALSO BE PROVIDED. OR WATERS OF THE STATE. THE CONTAINERS SHALL BE HAULED AWAY FROM THE SITE AND EMPTIED WHEN CONTAINERS. EXCEPT DURING APPLICATION,THE CONTAINERS AND THE CONTENTS MUST BE KEPT IN TRUCKS WORK) THOSE BECOME 95%FULL,OR AS NECESSARY,BY A CERTIFIED TRASH DISPOSAL SERVICE.LIDS OR COVERS OR INSIDE OF STORAGE FACILITIES. RUNOFF CONTAINING SUCH MATERIAL MUST BE COLLECTED, REMOVED 2.ADDING/DELETING EROSION OR SEDIMENT CONTROL BMPS; FOR THE CONTAINERS SHALL BE PROVIDED FOR USE DURING RAIN EVENTS TO PREVENT WASTE CONTACT WITH FROM THE SITE, TREATED, AND DISPOSED OF AT AN APPROVED SOLID WASTE AND CHEMICAL DISPOSAL 3. THE MASONS'AREA SHALL MEET OSHA AND OTHER REGULATORY REQUIREMENTS FOR PERSONAL PROTECTIVE 3.MODIF'NNG THE SWPPP IMPLEMENTATION SEQUENCE; OR STORMWATER. WASTES THAT CANNOT BE STORED IN A CONTAINER MUST BE STORED UNDER COVER OR EQUIPMENT (PPE), FIRE EXTINGUISHERS, ETC. GC SHALL PROVIDE SCREENING OR OTHER TECHNOLOGIES 4,PERFORMING ANY ACTIONS OR IN ANY MANNER THAT IS CONTRARY TO THE SWPPP. INDOORS. THE LOCATION OF SOLID WASTE RECEPTACLES SHALL BE SHOWN ON THE SITE MAPS. FACILITY, FOR MASONS' AREA TO PREVENT AIRBORNE TRANSPORT OF CEMENT DUST AND OTHER PARTICULATES DUE TO HIGH SPEED WIND OR OTHER CONDITIONS. THE LOCATION OF THE MASONS AREA SHALL BE SHOWN ON THE CONTRACTOR MAY MODIFY OR ADD ADDITIONAL BMPS, WITHOUT CEC APPROVAL, IN AN EMERGENCY THE SITE MAPS. SITUATION TO PREVENT SEDIMENT DISCHARGE OR PROTECT WATER QUALITY; HOWEVER, GC MUST NOTIFY THE CEC AS SOON AS PRACTICAL AS TO HIS ACTIONS TO DISCUSS THE NEED FOR ADDITIONAL OR SUPPLEMENTAL MEASURES LI TO OBTAIN THE REQUIRED APPROVALS. i F ENSURE COMPLIANCE WITH THE PERMIT AND PROTECTION OF DOWNSTREAM CONTRACTORA EROLULTIMATELY RESPONSIBLE TO SOLID WASTE DISPOSAL MESA - LAYDOWN AND STORAGE AREA MA MASONS AREA AMENDING THE SWPPP DOES NOT MEAN THAT IT HAS TO BE REPRINTED. IT IS ACCEPTABLE TO ADD ADDENDA, SWD SKETCHES, NEW SECTIONS, DETAILS, AND/OR REVISED DRAWtNGS THAT HAVE THE CEC NAME IN PRINT, ARE LAST UPDATED JUNE 2013 LAST UPDATED JUNE 2013 LAST UPDATED JUNE 2013 STAMPED, SIGNED, DATED, AND ARE ACCOMPANIED BY WRITTEN COPY OF THE ASSOCIATED RFl AND ITS NOTES: RESPONSE FROM CEC. ENGINEERED ITEMS MUST BE SIGNED AND STAMPED BY THE CEC OF RECORD FOR THE 1. THE GC SHALL IDENTIFY FUELING AREAS WITH LEGIBLE SIGNAGE ON THE SITE. TEMPORARY ON-SITE FUEL TANKS FOR PROJECT. CONSTRUCTION VEHICLES SHALL MEET ALL LOCAL STATE AND FEDERAL REGULATIONS. ALL TANKS, SINGLE AND DOUBLE WALLED, SHALL BE PROVIDED WITH SECONDARY CONTAINMENT (THAT IS CONTAINMENT EXTERNAL TO AND SEPARATE FROM G PRIMARY CONTAINMENT). TANKS SHALL HAVE APPROVED SPILL CONTAINMENT WITH THE CAPACITY REQUIRED BY THE - APPUCABLE REGULATIONS. SECONDARY CONTAINMENT SHALL BE CONSTRUCTED OF MATERIALS OF SUFFICIENT THICKNESS, DENSITY,AND COMPOSITION SO AS NOT TO BE STRUCTURALLY WEAKENED AS A RESULT OF CONTACT WITH THE FUEL STORED NOTES: - AND CAPABLE OF CONTAINING DISCHARGED FUEL FOR A PERIOD OF TIME EQUAL TO OR LONGER THAN THE MAXIMUM - ANTICIPATED TIME SUFFICIENT TO ALLOW RECOVERY OF DISCHARGED FUEL. IT SHALL BE CAPABLE OF CONTAINING 110%OF 1. ALL PERSONNEL INVOLVED WITH CONSTRUCTION ACTIVITIES MUST COMPLY WITH STATE AND LOCAL SANITARY NOTES: THE VOLUME OF THE PRIMARY TANK IF A SINGLE TANK IS USED, OR IN THE CASE OF MULTIPLE TANKS, 150% OF THE OR SEPTIC SYSTEM REGULATIONS, PORTABLE TOILETS MUST BE LOCATED AT LEAST 30 FEET FROM INLETS, LARGEST TANK OR 110%OF THE AGGREGATE,WHICHEVER IS LARGER. CHANNELS, SWALES, OR PERMITTED LIMITS OF DISTURBANCE, AND MUST BE LOCATED AT LEAST 50 FEET 1. PROVIDE WASH STATION IN A LOCATION PROTECTED FROM WEATHER ELEMENTS. - FROM WATERS OF THE STATE,OR WATERS OF THE U.S.. PORTABLE TOILETS MUST BE SECURELY ANCHORED 2. THE TANKS SHALL BE IN SOUND CONDITION, FREE OF RUST OR OTHER DAMAGE WHICH MIGHT COMPROMISE CONTAINMENT, AND/OR TIED DOWN. SECONDARY CONTAINMENT SHALL BE PROVIDED AND FULL CAPACITY SHALL BE 2. COLLECT ALL USED WASH WATER AND DISPOSE OF IT PROPERLY. FUEL STORAGE AREAS SHALL MEET ALL EPA, OSHA AND OTHER REGULATORY REQUIREMENTS FOR SIGNAGE, FIRE RESTORED IMMEDIATELY UPON DISCOVERY OF ITS DIMINISHMENT. THE LOCATION OF SANITARY FACILITIES H EXTINGUISHERS, ETC. HOSES,VALVES, FITTINGS, CAPS, FILLER NOZZLES,AND ASSOCIATED HARDWARE SHALL BE MAINTAINED SHALL BE SHOWN ON THE SITE MAPS. 3. PROVIDE ADEQUATE SUPPLY OF WATER AND ANY OTHER SUPPLIES TO ENSURE PROPER OPERATION OF WASH IN PROPER WORKING CONDITION AT ALL TIMES. TANKS SHALL BE LOCATED TO MINIMIZE EXPOSURE TO WEATHER AND STATION WHEN NEEDED. - SURFACE WATER DRAINAGE FEATURES. THE LOCATION OF FUEL TANKS SHALL BE SHOWN ON THE SITE MAPS 3. A SPILL PREVENTION, CONTROL AND COUNTERMEASURE (SPCC) PLAN MUST BE DEVELOPED IF ABOVEGROUND OIL STORAGE , CAPACITY AT THE CONSTRUCTION SITE EXCEEDS 1,320 GALLONS OR AS SPECIFIED BY STATE. 4. CONTAINERS WITH A STORAGE CAPACITY OF 55-GALLONS OR LESS ARE NOT INCLUDED WHEN CALCULATING SITE STORAGE CAPACITY. THE GC SHALL WORK WITH THE CEC TO DEVELOP AND IMPLEMENT A SPCC PLAN IN ACCORDANCE WITH THE OIL POLLUTION PREVENTION REGULATION AT TITLE 40 OF THE CODE OF FEDERAL REGULATIONS,PART 112,(40 CFR 112). SU FUEL AND PETROLEUM STORAGE AND USE SAF SANITARY FACILITIES pSW PAINT AND STUCCO WASHOUT LAST R ISE JUNE 201 LAST REVISED JUNE-2013 LAST REVISED JUNE 2013 NOTES: NOTES: 1. THE GC SHALL DESIGNATE AREAS ON THE SITE MAPS FOR EQUIPMENT CLEANING,MAINTENANCE,AND REPAIR. - 1. CONTRACTOR SHALL PROVIDE DESIGNATED LOCATION FOR SORTING AND SEPARATING HAZARDOUS WASTES. THE GC AND SUBCONTRACTORS SHALL UTILIZE SUCH DESIGNATED AREAS. CLEANING, MAINTENANCE;AND J NOTES: REPAIR AREAS SHALL BE PROTECTED BY A TEMPORARY PERIMETER BERM, SHALL NOT OCCUR WITHIN 150 2. HAZARDOUS WASTE STORAGE MUST BE PROTECTED FROM WEATHER ELEMENTS AND HAVE RESTRICTED FEET OF ANY WATERWAY, WATER BODY OR WEILAND, AND SHALL OCCUR IN AREAS LOCATED AS FAR AS 1. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING ACCESS. PRACTICAL FROM STORM SEWER INLETS. DRIP PANS SHALL BE USED FOR VEHICLE MAINTENANCE ACTIVITIES AND STORAGE). THIS MAY REQUIRE.PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AREA AS AND RESULTANT WASTES SHALL BE DISPOSED OF IN ACCORDANCE WITH THE HAZARDOUS MATERIAL CONDITIONS DEMAND. 3. HAZARDOUS WASTE STORAGE MUST COMPLY WITH LOCAL,STATE,AND FEDERAL REGULATIONS. MANAGEMENT AND SPILL REPORTING PLAN NOTES INCLUDED ON THIS PLAN SHEET. EROSION CONTROL DETAILS SHOWN ON THIS SHEET 4. HAZARDOUS WASTE STORAGE MUST COMPLY WITH CONTRACT DOCUMENTS. 2. USE OF DETERGENTS FOR LARGE SCALE WASHING IS PROHIBITED (FOR EXAMPLE, WASHING VEHICLES, ARE WAULAIRT STANDARD DETAILS UNLESS OTHERWISE BUILDINGS, PAVEMENT SURFACES, ETC.). ALL WASH WATER SHALL BE DETAINED AND PROPERLY TREATED Nam• OR DISPOSED K Tp TEMPORARY PARKING HWp HAZARDOUS WASTE DISPOSAL EMA EQUIPMENT AND �HCLE CLEANING AND MAINTENANCE AREAS �LELOPE-MARTREuEF.sTaTa T REVISED JUN 1 LAST UPDATED JUNE 2013 LAST REVISED JUNE 2013 1 BUSINESS TRUST 2001 SE 10TH STREET NOTES: BENIMUZ AR 72716-5570 1. USING WATER FROM BASINS,TRAPS,TANKS,OR OTHER WATER CONTAINMENT AREAS FOR IRRIGATION MINIMIZES 479-204-1195 DISCHARGES FROM THE SITE,AND IT MAY SATISFY OTHER NEEDS OF THE CONSTRUCTION PROJECT, SUCH AS SITE OPERATOR/GENERAL.CadtRACTOR: DUST CONTROL VEGETATIVE ESTABLISHMENT,ETC. - L 2. CARE SHOULD BE TAKEN THAT WATER UTILIZED FROM CONTAINMENT AREAS ON-SITE FOR CONSTRUCTION - PURPOSES DOES NOT DISCHARGE OFF-SITE. IF DISCHARGE IS ANTICIPATED OR OBSERVED, DEWATERING SUPERINTENDENT: PROCEDURES STATED IN THE DEWATERING DETAIL MUST BE FOLLOWED. ALERT TO CONTRACTOR: - NOTE TO GENERAL CONTRACTOR: 3. GC SHALL IMPLEMENT IRRIGATION OR DISPERSION AS PRACTICABLE TO REDUCE WATER VOLUME IN R WORK TO BE CONTRACTOR SHALL CONTACT 811 IMPORTANT: GC MUST SIGN ALL PLAN SHEETS AND IMPOUNDMENTS AND TO FOSTER VEGETATION GROWTH. ALL WM GGENERALLOJECT DOCUMENTS.OUTLOT AREA T0 CONTRACTOCOMPLETED �EPI'(FR OB TRAIL.E STORA FINAL UMLITICS,AND GE AFTER THE CONTRACT MILESTONE BY THE FOR LOCATION OF ALL UTILITIES, FOR TO CONSTRUCTION,GC MUST CLEARLY DELINEATE AND MARK OFF ANY NEW PLAN SHEETS ISSUED BY THE CEC. DATMILESTONE DATE FOR THE OUTLOT.WM GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUTLOT CONTRACTOR TO THE AT LEAST 72 HOURS PRIOR TO AREAS IDENTIFIED IN 114E SWPPP OR IN THE FIELD,TO PROTECTED IRRIGATION OR DISPERSION SPECIFIC PARCEL AT ALL TIMES AFTER MILESTONE DATE.PURCHASER OF OUTLOT TO PROVDE PERMIT DOCUMENTS AND SWPPP BEGINNING CONSTRUCTION (SUCH AS,NATURAL BUFFERS,TREES,HABITATS OF ENDANGERED/ ID REQUIRED BY STATE/LOCAL REQUIREMENTS FOR SPECIFIC OUTLOT. THREATENED SPECIES,HISTORIC PROPERTIES,ETC.). M LAST REVISED JUNE 2012 THESE PLANS HAVE BlEl IIIEWED FOR COMPLIANCE WITH THE MARK REVISIONS APPR. DATE F DEVELOPMENI AND/OR CITY AND STATE LAWS,AND A PERMIT MAY BE ISSUED.IATE NDT CONDITIONS PREPARED BY: 30 Executive Park,SuHe 100 SEAL dflZ BENCHMARK: CITY OF LAKE ELSINORE DRAWING"UMBER: r pp 2"BRASS DISC WITH 10* DESIGNATION f3433 AGENCY;RIVERSIDE COUNTY TRANSPORTATION COMMISSION. �1 1Y� Irvine,CA 92614 'oaN NOOgzgo CONCRETE COLLAR.LOCATION:MONUMENT S MOUTHWEST CORNER FOUND CENRWL AVENUE AND CAMBERN f: ES t:949 296 0450 949 296 0479 AVENUE(DOWN 1.0').AGENCY:NM 1929 1O. ' SCALE: DRAWN: BB EROSION CONTROL N/A a P.1 1 zo SHEET 370E 38 REMAN HABIB RCE 83156 DATE DATE 08/08/19 z s ! PERFORMANCE STANDARDS - TY DATE CHECKED: JP FILE. No. ACTING CITY ENGINEER J OUR AD :RCE No. 46039 DATE f OF CAV1 April 10, 2019 I G_::S j 7=R:v3 .R mnR ARR\ (:IIRRFNTnRAWINCS\ PRODUCTION FILES\ONSITE\200800688-ES-5-ES-8-PHI - 1 1 2 3 1 4 15 16 1 7 1 8 9 10 11 1 12 113 1 14 115 116 17 1 18 1 19 120 EROSION CONTROL NOTES SWPPP UPDATES AND AMENDMENTS D _C N SE8 ISTUP3 ?� SES �s- IP2 .'�� C D NOTES AS W N THE PLANS �GC MUST UPDATE THE SWPPON�IINCLUDING THE JOBSITE BINDER AND SITE MAPS,TO - SES - SF9 s N B 0 REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITiES AND GENERAL CHANGES TO THE A \ \ / s$ -yp•, THE F11..OAALL EROSION CONTROL NPDES BE IN ACCORDANCE WITH CITY OF LAKE IN, ORDINANCE __ _ _ PROJECT SITE. UPDATES SHALL BE MADE DAILY TO TRACK PROGRESS WHEN ANY OF THE \ / °� - 'r`- - S� - NOS.529,772, 1237, 1004,CONSTRUCTION SITE BEST MANAGEMENT PRACTICE BMPS AND STANDARDS OUTLINED WITHIN THE.. SE8 `? �-..r a �.-��_ -- --:- � �� / LAKE ELSINORE DESIGN MANUAL ( ), FW1WlANG ACTIVITIES OCCUR: BMP INSTALLATION, MODIFICATION OR REMOVAL, CONSTRUCTION ACTIVITIES (E.G., PAYING, STORM SEWER INSTALLATION, FOOTING ,• - _ -- _ - - -` 2. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR ANY DISCHARGES BY SUBCONTRACTORS. INSTALLATION, ETC.), CLEARING, GRUBBING OR GRADING, OR TEMPORARY OR PERMANENT i J INSTALL 100E `"` ) \ ( `•4-- 7 \ j r / 3. IN CASE OF EMERGENCY.CALL (RESPONSIVE PERSON)AT STABILIZATION. 11 �J r C } /I r ! MN.2"AC ON y`'a l -' 1 i (24-HOUR PHONE NUMBER). {( `� STORMWATER OUTFLOW r SF~CF CF SF E } ) } ! I p I �` 4. DEVICES TO REDUCE EROSION DAMAGE SHALL NOT BE PLACED MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE QUA IFIED vi 1- / COMPACIEO \ } I IMPORTANT: 1, In SE8 ?2ys �50 IN RMANTERAMBERN FLOWS EINTO AND THE 3RD ' V w r$e>?ne� SUBGRADE INSTALL / I \ ONSITE LINT OF DISTURBAAIC£, r" � - } 1 ( SWPPP DEVELOPER.CITY ENGINEER,OR IN AN EMERGENCY.BY THE PERSON RESPONSE FOR GRADING OPERATIONS. TME GENERAL CONTRACTOR MUST SUBIAIT A REQUEST FOR INFORMATION (RFl)TO THE CEC STREET. ONSTE SWMWATER FLOWS L i ;�`"r '" - x o I= "` GATE t\ \ 5. AREAS THAT ARE CLEARED AND GRADED SHALL BE LIMITED TO ONLY THE PORTION OF THE SITE THAT IS NECESSARY FOR AND OBTAIN WRITTEN CEC APPROVAL BEFORE DOING ANY OF THE FOLLOWING: I I a •'F' t f. CONSTRUCTION FENCE AND SILT r \ ( t B t 1 } y.. CONSTRUCTION.THE CONSTRUCTION SITE SHALL MANAGED TO MINIMIZE THE EXPOSURE T'IE OF OSTLJR�D SOIL AREAS J INTO EnHER THE IXSTNc 3p°sD IN __ f {` FENCE: LOD ALONG ABUTTING 1 I `LIMIT OF ( / 'S,'9C, > Y ( ! \ / THROUGH PHASING AND SCHEDULING OF GRADING AND T9 USE TEMPORARY AND PERMANENT SOIL STABILIZATION. ! DISTURBANCE Y oSo IN�AVENUE OR THE PROPOSED STREET. STORM �° (/\ yti y t" \ '" ( / STREETS ALSO A DEMARCATION '., \ I I / 6. ONCE DISTURBED,GRADED SLOPES EXCEEDING A 3:1 RATIO AID OR TEN 10 FEET N HEIGHT SHALL 1.MODIFYING EROSION OR SEDIMENT CONTROL BOPS (SUBSTITUTIONS ARE TYPICALLY "' °s`S, ,,. f / OF THE BOUNDARY BETWEEN ,e° \ `' SE8 1 / / ( ) PERMANENT) ONLY APPROVED SPECIFIED MATERIALS ARE NOT AVAILABLE OR THERE IS A VALID '1 I I �� DRAINS 011I APPROXIMATELY 1.5� ! :�. .� �.. � ;�" t ��t / } ON AND OFF-SITE.SEE a \', 1 BE STABILIZED IF THEY WILL NOT BE WORKED WITHIN 7 DAYS.DURING THE STORM SEASON,ALL SLOPES SHALL BE STABILIZED 24 REASON THE SPECIFIED BMP WBL.NOT WORK) H SOUTHWEST Rao LAKE ELSINORE ' . ''4w 4>e "'O'"' O �. I HOURS PRIOR TO A PREDICTED STORM EVENT.CONSTRUCTION SITES SHALL BE REVEGETATED AS EARLY AS FEASIBLE AFTER SOIL IRT:T;EAwc WATERS.LOCAL ROW '` - r' ik i ' " _ ( ONSITE EROSION CONTROL SHEET ( > I 2.ADDING/DELETING EROSION OR SEDIMENT CONTROL BOPS; REGULATED er ftlVER51pE couNtt. j t I s r „ SEE EROSION CONTROL, ! ES-4 FOR CONTINUATION. \ \� I DISTURBANCE AND WITHIN 7-DAYS OF COMPLETION. 3.MODIYING THE SWPPP IMPLEMENTATION SEQUENCE;OR { > l/^ c <� PLAN ES-3 RE ES-4 FOR \ , 1 (� _ 7. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT THE CONCLUSION OF EACH WORKING / „• r ;� .. _ `«„ \' t T (P)WALDING ' • 4.PERFORMING ANY ACTIONS OR IN ANY MANNER THAT IS CONTRARY TO THE SWPPP. NOTE: ONSRE SEDIMENT BASINS FOR m f f CONSTRUCTION ENTRANCE�" { i/ BUILDING 1( - \ d-•- DAY. ( 1 f THE ETST SIDE OF THE �- COORDINATION., - ♦ 1 I I fnl ( FOOIPRIINT \t. ' / t �! 8. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE SIGNS POSTED ON THE SITE TO WARN AGAINST PUBLIC TRESPASS INTO AREAS y no PROPERTY OUTFLOW to THE J of I o,_O jt o ♦�, 1 I t i O l ONSITE OFFSRE ; -WHERE WATER IS IMPOUNDED. THE CONTRACTOR MAY MODIFY OR ADD ADDITIONAL BOPS,WITHOUT CEC APPROVAL, IN AN C i ,�,i SE8 SOUTHWEST SIDE OF THE / ""- \v / } -� ♦♦ T i y ( ! 1 1 I - EMERGENCY SITUATION TO PREVENT SEDIMENT DISCHARGE OR PROTECT WATER QUALITY; r J \ .� T ., \ } R / 9. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. I PROPERTY. THE ouTHDw / t \ \♦ \..�/ 1 \ / T L._ ; yF HOWEVER, GC MUST NOTIFY THE CEC AS SOON AS PRACTICAL AS TO HIS ACTIONS TO 1 ♦ OTTERS THE CRANE STREET SD STAGING AREA LOCATION: EROSION CONTROL 1 1 \♦ y\♦ j l r 1 ! / / 2,z9� 10. PLACEMENT OF DEICES TO REDUCE EROSION DAMAGE WITHIN T DEVELOPMENT SHALL BE SF104VN ON THE APPROVED PLAN. y e DISCUSS THE NEED FOR ADDITIONAL OR SUPPLEMENTAL MEASURES AND TO OBTAIN THE 1 AND THE DEXTER AVENUE M54 ! THE ouslrE STALING AREA,ps INDICATED 1 ,,, „•• I } r. 1 _ 11. DESILTING FACILITIES AT ALL DRAINAGE INLETS FOR THE GRADED SITE SHALL BE DESIGNED FOR A TWENTY-FIVE(25)YEAR,SIX(6) REQUIRED APPROVALS. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE TO ENSURE y PRIOR To DISCHARGE INTO LANE / ON SFa7'ES-4'OF THE ONSITE PLAN SHEET ES-3& O i 1 ( \,,, �,.,!�•® f /(\ 1 ! -� } I HOUR STORM INTENSITY.THEY MUST BE DETAILED ON THE PLAINS.DESIGN AND SPECIFIC RECOMMENDATIONS SHALL BE SUBMITTED ES-4 FOR STAGING \.,, COMPLIANCE WITH THE PERMIT AND PROTECTION OF DOWNSTREAM WATER QUALITY. � � �'\I♦I � ELSINORE I ERovoN coNn�L PLANS,WILL BE usm t r I -, ,�/ t \ /` � I f� FOR THE FOLLOWING: 1 r l I FOR BOTH ONSITE AND OFFSRE STAGING. AREA COORDINATION. / y { 2..J. '+_• It \, M/ r r' -` t A)DESILTING BASIN VOLUME BASED ON GRADIENT AND NATURE OF SOILS. AMENDING THE SWPPP DOES NOT MEAN THAT IT HAS TO BE REPRINTED.IT IS ACCEPTABLE ONSITE THE CONTRACTOR SNMl MODIFY AND/OR E SEDIMENT BASINS FOR X / f ss THE EAST SIDE OF THE f"� RELOCATE THE STAGING AREA AS NEETXD - ,`'>�! 1 } y H/ /� 3 I 1 B)THE EXTENT OF ALL GRADED AREAS AND IDENTIFICATION OF ANY TEMPORARY SOIL STABILIZATION MEASURES. TO ADD ADDENDA, SKETCHES, NEW SECTIONS, DETAILS, AND/OR REVISED DRAWINGS THAT 1 \I I = PROPERTY OUTFLOW TO THE 1 I\ �'�' \ F' ♦ �ru,/ , f ro ccuxr WITH I.00M.STATE.AND ! 9. �,, r !P � I � C)SIZE�DESILTING BASIN OUTLET PIPE AND OVERFLOW. HAVE THE CEC NAME N PRINT,ARE STAMPED, SIGNED,DAZED,AND ARE ACCOMPANIED 8Y SOUIHIFiIST SIDE OF THE FEOERIL iE011IIflMEt115. b.. I) \1\\ /t \�-� 1 �t P ENGINEERED ITEMS YY PROPERTY. THE OUTiDW / �- - ' f t ENTERS THE 3RD STREET MS4 / ""---- MUST SIGNED AND STAMPED F I I I D DICE REQUIREMENTS.SHOW MINIMUM WALL WIDTH SLOPE OF WALLS PERCENT CQIWr C. EC.ENON � RE WRITTEN COPY OF THE ASSOCIATED RR AND RESPONSE FROM C ( \ �t f E)OUTLET CONDITIONS FROM THE DESILTING BASIN SHALL NOT EXCEED DOWNSTREAM LIMITATIONS,WITH THE EXCEPTION OF AMPED BY THE CEC OF RECORD OR THE PROJECT. D %,I ( I I To DISCIURGE INTO LANE ! '� / 1 1 1 f r-` t II t OVERFLOW,WHICH S TO BE DESIGNED TO PROVIDE CAPACITY OF 1.5 TIES THE MAXIMUM DESIGN FLOW. /f 1\ I f / 12, NECESSARY MATERIALS SMALL BE AVAILABLE ONSITE AND AT CONS LQCATaS in FACT LATE RAPS CONSTRUCTION OF �?y TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN A 5lYX CHANCE OR GREATER�RAIN ONSITE - -- (P �N ENT r) \ l ! I It $ /j KIWN A 48 HOUR PERIOD IS FORECAST FOR LAKE ELSINORE BY IWE NATIONAL OCEANIC AND ATMOSPHERIC AGENCY'(NDAA). r 2 ONSITE BOPS SHOWN FOR REFERENCE r 1 t Erg I I I •`''>s r !r ff rf ONLY. SEE ONSiIE EROSION CONTROL (" 1 FOOTPRINT j,.; r`• i/ I SEA 13. BMP'S SHALL BE MAINTANED AND INSPECTED DAILY TO WNIYZE AND/OR PREVENT THE ENTRAAI�NT OF Ste.IN RUNOFF FROM V 1 / t t PLAN SHEETS ES-1 THROUGH ES-8 y` z.•,_\ i 'T /f f \ ''n / ff f III DISTURBED SOIL AREAS ON CONSTRUCTION SITES. ALL REMWABLE PROTECTIVE EROSION CCOITROL DEICES SHOWN SHALL BE IN i \♦1 ' / r/ / / FOR MORE INFORMATION. L \ \ / f / I IU PLACE AT THE END OF EACH WORKING DAY WHEN THE FOUR 4 DAY RAN PROBABILITY FORECAST EXCEEDS FORK PERCENT 40% SEB r f OJ 4(J~ p 1 \ \ /t I �d / y\ •'' (/i III !1 14. AFTER A RAINSTORM,ALL PROJECT GENERATED SILT AND CIS)SHALL B:REMOVED FROM CHECK .ONSITE PUBIS DRAINS ) Jj i t ti r . / - -- ) \\ \ t 1 I ! r•/ - III r AND PIPES,DRAINS AND PIPES OF ADJACENT PROPERTIES AND DESN_IiNG BASINS AND THE BASINS PUMPED DRY.ANY GRADED E ( I r 11 ' Sp CONSITE LIMIT OF ONSTRUCTION FENCE AND SILT / /!�- ♦♦ Y-♦ti"'��\ \ \ \ \ i 4 r � I III P3 s.`' SLOPE DAMAGED DURING A RAINSTORM SHALL ALSO NJIdEDLATELY REPAIRED.FAILURE TO PRtAAOC EFFECTAE MAINTENANCE EROSION NOTES & LEGEND i .• ! ". \. \ ! \ t \ V l 1 a r { ,. a MAY RESULT IN PENALTIES. 'FENCE:LOD ALONG ABUTTING f e• U! ! '� \ ? i \ \ f'` 15. DISCHARGING OF CONTAMINATED SOUS VIA SURFACE EROSION IS PROHIBITED. SITE FEATURES STREETS ALSO A DEMARCATION /o o / O o\\ I / �., 16. CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A COMBINATION OF ROCK AND SHAKER PUTTIES YEAR-ROUND TO r OF THE BOUNDARY BETWEEN / \ .~ -" '" F \ I PREVENT TRACK-OUT. ROUTINE STREET SWEEPING SHALL BE PERFORMED ON ALL PAVED STREETS WHERE TRACING IN OBSERVED. '?: x " '"^• \ \ ) .�. EXISTING ROW ARROWS a x / � � ._ r"��ON-SITE AND OFF-SITE.SEE ! - ! •1 L A 1 V / ( I� ,�. � \ / 1 VACUUM SWEEPERS SHALL BE USED WHEN STREET SWEEPING COMES INEFFECTIVE. ? r•, �-•- ONURE EROSION CONTROL SHEET / /^`\ J / ( SE8 ( V \ \'�. •`.� r \ \ f_ - -� PROPOSED ROW ARROWS ar SEB 'd'o� y ES-4 FOR CONTINUATION. f \,A ? \ - :� ,, - l SFS d NPDES/STORM STORM WATER POLLUTION NOTES III im, - i . FOR PROJECTS THAT REQUIRE COVERAGE UNDER THE GENERAL.CONSTRUCTION PERMIT,TIME PROPERTY 0*0 IS RESPONSIBLE FOR -- PROPOSED LIMITS OF DISTURBANCE, rr \ 5 LAIR( Y ! T 4 1 i ' r r ENSURING THAT A QUALIFIED SWPPP PRACTITIONER QSP AND QIWJFED SWPPP DEVELOPER(OW)IMPLEMENT AND MAINTAIN THE CONSTRUCTION FENCE AND SILT FENCE. F f ' \ '�/ LIMIT OF SE8 LIMB OF I I rr Fq,,•' L / / ... I r ,, t SWPPP-APPROVED.PRE-QUALIFIED BMP'S FROM THE CADFDRNK STORM WATER QUALITY (NOTE:CONSTRUCTION FENCING SHILL BE �~I i /i \LISNRBAICE OISTUR&NCE i rTA DISTURBANCE `- I y Y y LWIf Of / INSTALLED WITHIN THE PROPOSED ONSITE LIMITS �. NOT A PART J t NOT APART- - / ! / f ,. NOT APART e f r ASSOCIATION(CASOA)HANDBOOK/WEEISRE FOR CONSTRUCTION TO RETAIN SEDIMENTS AND POLLUTANTS OF CONCERN FROM AREAS I x 11 NOT A PART 1} ? ./ / \ I - / DINRI�ANLE 1 J DISTURBED ONSITE TO THE MAXIMUM EXTENT PRACTICABLE DURING ANY PHASE OF CONSTRUCTION OPERATIONS. FOR ALL OTHER �DISTURBANCE.SILT FENCING SHALL BE x I y1 g� "y r 1 t / tl yyy / } J / J \ t 1, k'^ ; ;,L.�_i_�L _I„� ilU.LLL1 --�'V t / 1 / g y I( PROJECTS.THE PROPERTY OWNER IS RESPONSIBLE FOR ENSURING THAT BMPS FOR CONSTRUCTION ARE IMPEMENTED TO RETAIN INSTALLED INSIDE O'THE CONSTRUCTION FENCE. (NOT !T i SEDIMENTS AND POLLUTANTS OF CONCERN FROM AREAS DISTURBED ONSHE TO THE MAXIMUM EXTENT PRACTICABLE. THE EROSION SEE ONSITE PLANS. v() \i ir!) � f I �' `^`'-"•'C Y r" / � I � °k t } I i CONTROL MEASURES INCLUDE THOSE SHOWN ON THIS PAN AS WELL AS ANY ADDITIONAL EROSION CONTROL MEASURES DICTATED - t! N I I I '�� `_ _ )E n 1 L \"f(•r'v / / s ,g 1 i --'-1-TI Get/ (r .\ { ti 1 {r 1 BY FIELD CONDITIONS TO PREVENT EROSION AND/OR TIME INTRODUCTION OF POLLUTANTS INTO EXISTING PUBLIC STREETS MI -•----1440_----- EXISTING CONTOUR ELEVATIONS X 1 11 V ONTO ADJACENT PROPERTIES DURING ANY PHASE OF CONSTRUCTION. r L ty♦, 2. FOR PROJECTS THAT REQUIRE COVERAGE UNDER 114E GENERAL CONSTRUCIIOI PERMIT,THE STORM WATER POLLUTION PREVENTION PRO�SED CONTOUR ELEVATIONS G \ i ¢-I X`- -=-�• •{'1 JI iO( �'1, !\\\ PAN(SWIW)SHALL BE KEPT ONSITE AND MADE AVAILABLE UPON IEQLEST OF A REPRESENTATIVE OF THE REGIONAL WATER Nil 1 Y I " _ } / i= \� / ( 1 1 / [7 ti• 1 \ QUALITY CONTROL BOARD(RWQCB)SANTA ANA REGION AND/OR THE CITY OF LAKE ELSINORE. PROPOSED BUILDING OUTLINE 3. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE.DISCHARGES OF MATERIAL OTHER THW STORM WATER(NON-STORM WATER)ARE PROHIBITED-EXCEPT AS / �-~ / / \�•_ ! _ a l J ! f I a I\\ AUTHORIZED BY AN MADUAL NPDES PERMIT UNDER THE STATEWIDE GENERAL PEW-CONSTRUCTION ACTIVITY. t�;/ f -`1 l/f t t! r (\! J f 1 11 4. POTENTIAL POLLLPTANTS INCLUDE BUT ARE NOT LIMBED TO:SOLID OR LIOIA CHEMICAL SPILLS;WASTES FROM PAINTS,STAINS, I f f -' / �' / r / ♦ t } 1-1 I f / f I 1 SEALANTS,SOLVENTS, DETERGENTS,GLUES.LINE.fOSTII IDES,HERB,FERTILIZERS,WOOD PRESERVATIVES,AND ASBESTOS O u / 1/ e / \ \ 4 1 --i I 1 I ( ( \ /\ '\1 FIBERS.PAINT FLAKES OR STUCCO FRAGMENTS;FUELS,OILS LUBRICANTS,AND HYDRAULIC,RADIATOR OR BATTERY FLUIDS; CE TEMPORARY CONSTRUCTION ENTRANCE/EXIT. I 1 \I♦I J�u r _ t ! 1 N� 1 t \ \\ /' ;m- t l 1 I( l I ! y 11 CONCRETE AND RELATED CURING OR CURING RESIDUES;RATABLE WASTES;WASTES FROM EAKWNE/EOWPMENT MEAN CLEANING OR SEE DETAIL ON SHEET ES-6. ° / !I 1 I I I % \ \ _ + (� If E 1 t l *•� CIEWCAL DEGREASING WASTES FROM STREET CLEANING;AND SUPER-CHLO MTED POTABLE WATER FROM LINE FLUSHING AND r TESTING.DURING CONSTRUCTION,DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY STREET SWEEPING AND VACUUMING. H I I' J III »,�/ -�' Ij �� I 1 / E �\ y/ ArLSIela k,_. s Al I 3 1 1 E. \ S ! > ?76'- AREA ONSITE PMSICALLY SEPARATED FROM POTENTIAL STORM WATER RUNOF,WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH SE7 SEE DETAIL ON SHEET ES-7. ; -.--__-- ? X LOCAL,STATE AND FEDERAL REQUIREMENTS. i ! r )E f \ 1 -e• t ( f t 1 t I y 5. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITE AND MUST NOT BE DISCHARGED TO GRAVEL BAG BARRIER/J-HOOK CONFIGURATION. \ r i ! I i t /.��i f l ( ! d RECEIVING WATERS OR THE LOCAL STORM DRAIN SYSTEM. O SEE DETAIL ON SHEET ES-7. I jt�( _ / "'��,�11� .,•''"~ r/'"'`1 i\ \ f/ -^s ! .--rA, y. 1 1 1 •''^. z I 6. APPROPRIATE BMPS FOR CONSTRUCTON-RELATED MATERIALS,WASTES,SPILLS OR RESIDUES SHALL BE IMPLEMENTED TO ELIMINATE -d:,? .J,. / ( 1 \ ( /t J ti\ OR REDUCE TRANSPORT FROM THE SITE TO STREETS,DRAINAGE FACILITIES,OR ADJOINING PROPERTIES BY WAND OR RUNOFF. s 7. MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED. FUEL TANK,PORTABLE TOLETS,LIQUIDS,GELS AND POWDERS TEMPORARY SILT FENCE. Ni•.t..- / -\-- �- Jb' -='-- -- <NV `�"f 1 1 -^+ '•' t / }�! 1 1 1 •L. _ SHALL HAVE SECONDA�'CONTAINMENT AND BE STORED AWAY FROM ALL PRIVATE/PUBLIC STORM WATER CONVEYANCE SYSTEMS, O SEE DETAIL ON SHEET ES-6. g T A SIDEWALKS,RIGHTS-OF-WAYS AND ROW-LINES. r RAV�, r,.• \`'� -�- Y�'}" i i t /t t ..- \ 8. ALL PORTABLE MIXERS SHALL HAVE PLASTIC LINERS UNDERNEATH WITH GRAVEL BAGS PLACES ON THE DOWN-HILL SIDE OF THE -a-u---»- O TEMPORARY CONSTRUCTION FENCE _ LINERS TO CONTAIN DISCHARGES. ~\- �- y 9. COHiROU.ED STREET WASHING VALL ONLY BE ALLOWED PRIOR TO THE APPIMAIIOR OF ASPHALT SEAL COATS AND ONLY WHEN ALL r�� _ �ei I_ �` ♦" I "^ �'I` �. -II X=F-•%-J X/ `�� dC..-e"`-.X �� 16°I°\ � \-- PRTTNENT DRAINAGE INLEFS.ARE PROTECTED. ® IP2 �VEI CURB NLEf SEDIMENT FlITER. .v ! d ! !/ `li.'-' 1 � + _ _- •"• -�� ,_.,..� r { { ! �Y - DSTURBAICE�-" 'tip \ 10. ALL CONSTRtIOTION CONTACTORS AND SUBCONTRACTOR PERSONNEL ARE TO�MADE AWARE OC THE REQUIRED BOPS AND GOOD SEE DETAIL ON SHEET ES-6. HWSEKEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS. l v t .- n ♦ \\ / II p�I i W ' 1A 1 W I ?T^: \ �. ,>._ } i i•,-.^ O STORM DRAIN INLET PROTECTION. \ ...y / I 1' 1 f 11, 05CHARGING CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING GROUNDWATER THAT HAS INFILTRATED INTO THE IP3 SEE DETAIL ON SLEET ES-7. I- / 1 \II � j � � \ .,\�, � -I 1 ^• \\\1 ^\f I } l CONSTRUCTION SITE IS PROHIBITED.DISCHARGING NONCONTAMINAIEDGROUNDWA717R PRODUCED BY t)EWAIERING ACTIVITIES MAY , I- i f iH� `i (I l I �l�� ; �f ® ♦ _ t T, 1 t \\ f 1 r ! REQUIRE A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES)PERMIT FROM THE REGIONAL WATER QUALITY CONTROL 3 r r / \ BOARD. O STOCKPILES.SEE NOTES ON SHEET ES-8. $ 12. STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER ANY SLOPES WITHOLT PERMANENT DOWN DRAINS INSTALLED. EROSION AND g SEDIMENT CONTROLS INCLUDING MAINTENANCE ARE REQUIRED ON ALL EXPOSED SLOPES UNTIL SUFFICIENT PERMANENT LANDSCAPING HAS BEEN ESTABLISHED. 100%SLOPE PROTECTION MUST BE IN PUCE PRIOR TO THE ISSUANCE OF 114E FINAL CERTIiCATE OF i {1 ! OCCUPANCY. '_1l. _ _ X G�� 13. VEGETATION CLEARING AND BRUSHING ACTIVITIES SHALT.NOT BE NWIIATED DURING THE YLT SEASON ON ANY SITES WHICH ARE NOT O - . - as- ADEQUATELY PROTECTED WITH DESILTING BASINS OR OTHER TEMPORARY DRAINAGE OR CONTROL MEASURES. ' tl I 1'I-- -s -�--- �'yT \ ♦ - i 14. STOCKPILES OF SOIL SHALL BE PROPERLY SECURED WITH BMP'S TO ELIMINATE OR REDUCE SEDIMENT TRANSPORT FROM THE SITE _ - - - ._._ ,..s -''�11 T 0:i�� ., -_ TO STREETS,DRAINAGE FACILITIES OR ADJACENT PROPERTIES. 15. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO ELIMINATE OR REDUCE SEDIMENT TRANSPORT FROM THE SITE TO STREETS, T.R.M. DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF,VEHICLE TRACKING OR WIND. INACTIVE FOR A PERIOD OF 14 DAYS OR K ii X ..- f J _ �;r \ MORE SHALL BE COVERED;ACTIVE STOCKPILES SHALL BE COVERED PRIOR TO A FORECASTED RAN. DESIGNATION;3433 yv $ 16. FOR PROJECT REQUIRING COVERAGE UNDER TIME CONSTRUCTION GENERAL PERMIT.SPECIAL ATTENTION SHALL BE GIVEN TO PREPARATION AND INSTALLATION OF THE RAN EVEN LEVEL T ACTION PAN(REAP)AS REQUIRED BASED ON SITE RISK L OR AS AGENCY:RIVERSIDE COUNTY TRANSPORTATION COMMISSION NOTE TO GENERAL CONTRACTOR: ,° Y \ .i MANDATED BY THE SANTA ANA REGIONAL BOARD NPDES PERMIT,GENERAL PERMIT-CONSTRUCTION ACTiWTES. ELEVATION: 1316.96 FEET 17. AT THE END OF EACH DAY OF CONSTRUCTION ACTAiTY.ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED OF IN COVERED TRASH OR COVERED RECYCLE BINS. MONUMENT TYPE:FOUND 2°BRASS DISC WITH 10"CONCRETE PRIOR TO CONSTRUCTION, GC MUST CLEARLY DELINEATE AND DEVELOPER/OWNER GRAPHIC SCALE 18. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM(NPDES)PERMIT TO REGULATE MUNICIPAL AND COLLAR MARK OFF AREAS IDENTIFIED IN THE SWPPP OR IN THE FIELD, OVAL-MART STORES,ET 40 so INDUSTRIAL STORM WATER DISCHARGES. ROOT SE 10TIN STREET NPDES WDID DAIS WDID ISSUED: TO BE PROTECTED(SUCH AS, NATURAL BUFFERS, TREES, 80 D LOCATION:SOUTHWEST CORNER CENTRAL AVENUE AND CAMBERN B2716-557E,AR 19. THE UNDERSIGNED CIVIL ENGINEER,A HE QUALIFIED QSP AND/OR QSD WILL REVIEW PLACEMENT OF EROSION CONTROL AND INSURE L HABITATS OF ENDANGERED/THREATENED SPECIES, HISTORIC 7271E-5570 / AVENUE(DOWN 1.0') PROPERTIES, ETC.). 479-204-1195 ( IN FEET WO IS IN��DA�E31W,F97HE APPROVED PLANS. SITE OPERATOR/GENERAL CONTRACTOR: 1 inch = 80 ft. �TURE)(RCE NO.)(EXP)(DATE) DATUM:NGVD 1929 ALERT TO CONTRACTOR: ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK,FINAL UTILITIES,AND FINAL GRADING)BY THE MM70NE - DATE IN PROJECT DOCUMENTS.OUTLOT AREA TO BE KEPT FREE OF JOB TRAILERS AND STORAGE AFTER THE CONTRACT SUPERINTENDENT: MILESTONE DATE FOR THE OUTLOT.WM GENERA_CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUTLOT CONTRACTOR TO THE nowwhatsb@IOW. SPECIFIC PARCEL AT ALL TIMES AFTER MILESTONE DATE,PURCHASER OF OUTLOT TO PROVIDE PERMIT DOCUMENTS AND SWPPP Know REQUIRED BY STA REQUIREMENTS FOR SPECIFIC OUTLOT. IMPORTANT: GC MUST SIGN ALL PAN I AND O� Call before you dig. ANY NEW PLAN SHEETS ISSUED BY THE CEC. THESE PLANS HAVE BEEN REVIEWED FOR COMPUANCE �L7/ 8.Y •I?-!9 MARK REVISIONS APPR. DATE OF DEVELOPMENT AND/OR CITY AND STATE UPS AND AITH THE PERMTAMAY BEIATE ISSUED.CONDITIONS PREPARED BY: 30 Executive Park,Suite 100 SEAL / BENCHMARK: CITY OF LAKE ELSINORE DRAWING NUMBER: s?(1Off55t0,y4 ELEVATION: )'3433 AGENCY:MONUMENT T E: FOUND ND 2'BRASS DI COMMISSION. ff&n&rgF 1rf111R1 Irvine,CA 92614 .c9 �N No ELEVATION:CONCRETE 1316.9E FEET.MONUMENT TYPE: FOUND 2°BRASS DISC WITH AM ��-� i{� W Yi1R ,4'S�O Np EYE, CONCRETE COLLAR.LOCATION:SOUTHWEST CORNER CENTRAL AVENUE AND CAMBERN t:949 296 0450 f:949 296 0479 m AVENUE(DOWN 1.0').AGENCY:NGVD 1929 ►1 ¢No, aso39 SCALE: DRAWN: BB .STREfT IMPROVENENT Exp..1z aT zo * AS NOTED SHEET 380E 38 oaJosns OFFSITE EROSION 60NTNOL REM N HABIB RCE 83156 DATE J� CMVMV. ��? FILE No. A6RN6 CRY ENGINEER J OUR AD RCE No. 46039 DATE 4!P OF CALV DATE: April 11 2019 CHECKED: JP Q�Rpl,�,p r.1-- P•\9nM\2nA2ODWBa\ CURRFNTORAWINGS\ PRODUCTION FILES\ONSITE\200800688-ES-9-PHI