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HomeMy WebLinkAboutOn Site Civil Improvement Plans 1 1 2 3 4 5 6 1 7 18 9 110 11 112 113 114 15 1 16 17 18 19 20 A SITE ON-SITE CIVIL IMPROVEMENT PLANS FOR. CAMBER INVENUE w WW N O Wal mart . . w W B n :w a N Q n U M Z ' � N DEXTER LLu AVENUE 15 a PLACER SUPERCENTER #2077-07 G C�R�"�Fl�es� 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 CONTRACTOR THE COURSE THAT CONSTRUCTION,SFULL ASSUME SOLE AND COMPLETE PERSONS■D FOR JOB SITE CONONONS DURING TIE COURSE OF YCONTOUS AND SAFETY U nE ALL PERSONS OR PROPERTY. 1H5 SHAD ALL DEFER SHALL APPLY CONTINUOUSLY MID NOT BE OMDEE TO NORMAL WORKING HOURS. THE CONTRIL OR UTILITY/ GOVERNING ADDITIONAL AGENCIES CONTACTS' SHEET INDEX FROM TH�IETNECTION WNDEMNIFY ITHCE TND HE FOR OR THE R NON HISHAIR PROESS FROM CE AND FO LAILILITTY, ARTS OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT IXCEPIING FOR LIABILITY ARISING E AGENCIES CONTACTS CONTRACTOR RESPONSIBILITY OTHERS RESPONSIBILITY WALMART UTILITY CONTACT PLANNING EVMwD 2 ALL UNDERGROUND UTILITIES OR D WENT. REPORTED OR FOUND ON PUBIC RECORDS,ARE INDICATED WTIH SC GAS-MURRIETA ON-SITE CIVIL IMPROVEMENTS: THEIMR APPROXIMATE LOCATOR AND IXIENT. THE OWNER,BY ACCEPTING THESE PLANS OR PROCEEDING WITH SrA6 CITY OF LAKE ELSINORE ELSINORE VALLEY MUNICIPAL WATER DISTRICT TE IMPROVEMENTS HEREON,AGREES TO ASSUME UBIUIY AND HOLD THE ENGINEER HARMLESS FOR ANY CONTACT.,BRUCE WADDELL -COORDINATE CONSTRUCTION ACTIVITIES WITH CAS COMPANY -SERVICE FROM THE POINT OF CONNECTION T THE D95TNG DAMAGES RESULTING FROM THE EXISTENCE O UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR TO ENSURE INSTALLATION OF GAS LINES ARE COMPLETED UNE UP TO MHl HOODING SETTING METER WILL RE By COMMUNITY DEVELOPMENT DEPARTMENT, 31315 CHANEY STREET NDIGTED ON PUBLIC RECORDS,OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCATIONS. 1981 W.LUGONVA AVE PRIOR TO ASPHALT OR CURB PLACEMENT THE CAS COMPANY-PRESENT RESPONSIBLE PARTIES PLANNING DIVISION LACE ELSINORE,CA 92530 1. C-0.0 COVER SHEET THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR REDLANDS,CA 92374 -INSTALL BOTARD PROTECTION AS SHOWN ON THE PLANS 130 SOUTH MAIN STREET CONTACT:MAYRA CABRERA 2. C-1.0 OVERALL SITE PLAN STRUCTURES SHOWN MID ANY OTHER FOUND AT THE SHE. IT SHALL BE THE CONIRACTOROS RESPONSIBILITY TO AND PER THE CAS COMPANY REQUIREMENTS (951)674-3146 NOTIFY THE OWNERS OF ALL UTILITIES OR SIRUCNRES CONCERNED BEFORE STARTING WORK. (909)335-7507 IJYCE ELSINORE,CA 92530 3. C-ILIA ASPHALT PAVEMENT PLAN BWADDELLOSEMPRA MUTIES.COM CONTACT:JUSTIN KIRK 4. C-1.1B CONCRETE PAVEMENT PLAN 3THEENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR,OR LIABLE FOR UNAUTHORIZED TELEPHOPHONE: 951 674-3124 5. C-1.2 SITE PLOT PLAN ( ) CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE TIME WARNER CABLE-W -COMPANY T CONSTRUCHONINSTALLATION ACTIVITIES WITH TELEPHONE -TELEPHONE COMPANY WILL HE POE AND INSTALL ALL 6. C-2.1 OVERALL GRADING PLAN APPROVED BY THE PREPARER OF THESE PLANS. F � RIVERSIDE COUNTY COMPANY TO ENSURE INSTAUTON OF UNDERGROUND TELEPHONE GABLES FROM THE POINT�CONNECTION UP ENGINEERING 7. C-2.1 GRADING PLAN CONTACT:COZETTE MILES LINES ARE COMPLETED PRIOR TO ASPHALT OR CURB TO THE BOLDING 1500 AUTO CENTER DRIVE PLACEMENT 8. C-2.3 GRADING PLAN 4. QWNTITIES SHOWN'HE ON ARE PROVIDED FOR BONDING PURPOSES ONLY. CONTRACTORS SHAM BE CITY OF IdMCE ELSINORE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR TO BIDDING FOR CONSTRUCTION. -PROVIDE AND INSTALL 2'-4"SCHEDULE 40 PVC CONDORS PUBLIC WORKS DEPARTMENT 9. C-2.3 GRADING PLAN ONTARIO,CA 91761 WITH PULL ROPES,INCLUDING ALL TRENCHING AND 10. C-2.4 GRADING PLAN - (909)975-3398 BACKFIL NG,FROM THE RISER POLE UP TO THE BUILDING 130 SOUTH MNN STREET 11. C-2.5 GRADING PLAN COZETTE.MILESOTWCABLE.COM -PROVIDE AND IN-PULL BOXES AS PER TELEPHONE LAKE ELSINORE,CA 92530 12. C-2.6 GRADING PLAN COMPANY REDUIREMENTS CONTACT:REMON HABre -COORDINATE CONSTRUCWN ACOVIRES WITH TELEPHONE (951)674-3124 13. C-2.7 WALLPGSECTIONS PERMANENT BMP'S TABLE COMPANY TO ENSURE TUT OM-TONE ARID T1 ARE 14. C-2.8 WALL PLAN COMPLETED TWO WEEKS PRIOR TO POSSESSION LARGE ELSINORE FiRE DEPAWMENT 15. C-3.0 STORM DRAIN PLAN G ELECTRIC UTILIOUEST FOR SCE DIST -COORDINATE CONSTRUCTION ACTIVITIES WITH ELECTRIC -ELECTRIC COMPANY WILL PROVIDE AND INSTALL ALL FIRE ADMINISTRATKN 17. C-4.0 OVERALL UTILITY PLAN BMP NAME LATITUDE LONGITUDE SHEET LOCATION SAN JACINTO COMPANY TO ENSURE INSTALLATION OF UNDERGROUND MATERIALS NEEDED TO ESTABLISH PRIMARY OVERHEAD 130 SOUTH MAN STREET 18, C-4.1 WATER&SEWER PLAN LINES ARE COMPLETED PRIOR TO ASPHALT OR CURB SERVICE FROM POINT OF CONNECTION AT THE EXISTING 18. C-4.2 DRY UTILITY PLAN DMA 1 33.69293' -117.33106' SHEET C-2.3 CONTACT:KITH GURULE PLACEMENT LANE UP TO THE TRANSFORMER LAKE ELSINORE,CA 92530 19. C-5.0 PICKUP STRIPING AND SIGNAGE PLAN (714)796-9932 -PROVIDE AND INSTALL 2-4 SCHEDULE 40 PVC CONDUITS PARTIES CONTACT:DOUG BLOOM 20. C-6.0 SITE DETAILS - DMA 2 33.69207 117.33191* SHEET C-2.3&C-2. WITH PRIMARY BAOKHLUNG.FOR THE UNDERGROU POR TRENCHING AND OF THE -ELECTRIC B E F COMPANY UNDERGROUND PROVIDE NES'STO (951)674-3124 21. C-6.1 SITE DETAILS DMA 3 33.69177' -117.33226* SHEET C-2.6 PRIMARY FROM THE RISER POLE UP TO THE TRNNFORMEt. TRANSFORMER 22. C-6.2 SITE DETAILS SCHEDULE 80 PVC CONDUITS SHALL BE USED ON THE RISER DEVELOPMENT TEAM: 23. C-6.3 SITE DETAILS POLE AND MUD META,LONG RADIUS,ELROMS SHALL BE DMA 4 33.69263' -117.3333T SHEET C-2.5 USED WHERE THE UNDERGROUND PORTION MEETS THE RISER 24. C-6.4 WALL DETAILS POLL S DEVELOPER ENGINEER 25. C-6.5 WALL DETAILS DMA 5 33.6930Y -117.33363' SHEET C-2.5 H -CONSTRUCT TRANSFORMER PAD AS PER THE ELECTRIC 26. C-7.1 STORM DETAILS COMPRn SPECIFICATIONS 27. C-7. STORM DETAILS DMA 6 33.69293' -117.33318' SHEET C-2.5 -PROVIDE AND INSTAL ALL SECONDARY SFRW(I AND ;'% /6reeder-oarrew 29. C-7.3 STORM DETAILS DMA 7 33.69360' -117.33341' SHEET C-2.4&C-2.5 MAOVIDE SANITARY SEWER ELSINORE'VALLEY MWD -PROVIDE AND INSTALL SANITARY SUM -UNITY AGENCY TO INSPECT ALL CONTRACTOR BSTATIFD FACILITIES STORES,INC. CONTACT:JOHN NOURZAD 30. C-8.0 SEWER DETAILS DMA 8 33.69358' -117.33246* SHEET C-2.2 LINES AND ASSOCIATED APPURTENANCES PER 111E PLANS CONTACT:GREG KOWOLSKI AND SPEUBCATION 2001 S.E. 10TH STREET,SING EXECUTIVE PARK,SITE. 100 31. C-9.o DRY UTILITIES DETAILS P.O.BOX 3000 -AL PUBJC AND PRIVATE SANITARY SEWER LIES MILL BE BENTONVILLE,ARKANSAS 72716 IRVNE,CA 92612 0 3. C-0. D M LI I A DMA 9 33.69407 -117.33389* SHEET C-2.1 &C-2. LAKE ELSINORE,CA 92531 PVC AND RATED SDR 26 (479)273-4CO0 (949)296-0450 33. C-11.0 PRIVATE STREET 951 789-5032 -COORDINATE REQUIRED INSPECTION SOME WITH ENGINEER DMA 10 33.69204' -117.33267 SHEET C-2.6 ( ) ORIBECOUC RD 6 SERE UTILITY A PLNNFDEPWIMENTNTMIOOF EROSION.&SEDIMENT CONTROL PLANS -PROVIDE OR I.SEE ALL WATER MAIMS AND ASSOCIATED ARCHITECT GEOTECHNICAL ENGINEER DMA R2 33.69283' -117.33311' SHEET C-3.0 APPURTENANCES PER THE PLANS AND SPECIFICATION RAYMOND HTMRIS ASSOCIATES(RIM) MOORE TONING ASSOCIATES,INC. 34. ES- OVER SHEET DMA R3 33.69220' -117.33234' SHEET C-3.0 8 ELSINORE VALLEY MWD -ALL PUBLIC AND PRIVATE WATER AWNS SHALL BE C-900 -UTLIII'AGENCY TO NSPECT ALL CONTRACTOR INSTALLED FACIUM CONTACT:TY HOLCOMB CONTACT:ALEN HARKER 35. ES-2 S P P P EME TA N E U C &LIMN OF�VO K CONTACT:GREG KOWOLSKI DIR1a cuss zoo -an WILL sIJIPPLr THE METERS 211 N.RECORD ST RFET SURE 222 2527 FRESNO STREET P.O.BOX 3000 -'�-PORTIONS of THE FIRE ��srslDM WV.LAS TX 75202 FREStiO CA 93721 Q1 36. ES-3 PHASE 1 EROSION&SEDIMENT PLAN NOTE:DRAINAGE MANAGEMENT AREA BOUNDARY SEE ROMP SITE PLAN IN THE WQMP REPORT. SHALL BE INSTALLED BY A LICENSED FIRE SPRINKLER 7. ES-4 PHASE 2 EROSION&SEDIMENT PLAN LAKE ELSINORE,CA 92531 CONTRACTOR (951)789-5032 -ALL PORTKNS OF OTHER NON FIE PROTECTION REUTFD (214)290-7037 559 268-7021 3 .39. ES-6 DETAINS - UNES MAY BE INSTALLED BY THE PLUMBING CONTRACTOR -CDOWNAIE REQUIRED INSPECTION SERVICES WITH ENGINEER 40. ES-7 DETAILS OF RECORD AND CRY OF ANYTOWN DEPARTMENT OF 41. ES-8 EROSION CONTROL PERFORMANCE STANDARDS&DETAILS PUBLIC WORKS.SEE MLRY PLAN FOR REQUMEMB05. BENCHMARK: J -PROIDE AND INSTAL AI.L WATER UNES,VALVES,BENDS,ELBOWS, JOINT REIRNNIS,B SWITCHES PR OEEIECTOR CHECK, METERS,TAMPER sAckr ND FARE ASSOIBUES DESIGt1A110N#3433 ELSINORE VALLEY MUNICIPAL WATER DISTRICT PLAN WDID: STORM SEWER ELSINORE VALLEY MWD -PROVIDE No INSTALL ALL STORM SEWER LIES AND -URUTY AGENCY TO INSPECT ALL CONTRACTOR INSTALLED FACILITIES AGENCY:RIVERSIDE COUNTY TRAI'15PORTATION COMMISSION CONTACT:GREG KOWOLSKI ASSOCIATED APPURTENANCES PER THE PINTS AND WATER AND SEWER IMPROVEMENT PLANS(10 SHEETS) P.O.BOX 3000 SPEOFICATION LAKE ELSINORE,CA 92531 -REFER TO GRADING PLAN STORM SEWER MA FOR INFORMATION ON ALLOWABLE ELEVATION: 1316.96 FEET UNDERGROUND FIRE PREVENTION PLAN NOTES TO CONTRACTOR: (951)789-5032 1 MONUMENT TYPE: FOUND 2"BRASS DISC WITH 10"CONCRETE COLLAR I. THE SITEWORK FOR THE RETAIL PORTION OF THIS PROJECT SHALL MEET OR FP-1 thru FP-3 FIRE PREVENTION PLAN 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 AND CAMBERN AVENUE(DOWN 1.0') K SHALL PROVIDE ANY AND ALL APPURTENANCES,TRENCHING AND BACKFILL,AND OTHER INCIDENTALS TO MEET OR EXCEED THE SPECIFICATIONS OF THE ITEMS USTED.APPURTENANCES,TRENCHING AND 2. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES LANDSCAPE PLAN AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO BACKFILL,AND OTHER INCIDENTALS TO MEET OR EXCEED THE SPECIFICATIONS OF THE ITEMS LISTED. DATUM:NGYD 1929 . C A /± CONTRACT COMPLETION AND THE FINAL CONNECTION OF SERVICES. BASIS OF BEAR[" L-0.0 thru L-17.0 LANDSCAPE&IRRIGATION PLANS(18 SHEETS) : THE CENTERLINE OF CENTRAL AVENUE SHOWN AS NORTH 43'46'43"EAST PER PARCEL PHOTOMETRIC PLAN NAP NO.32369,PARCEL MIR BOAC 209,PAGES 84 THROUGH 88,RECORDS OF RIVERSIDE COUNTY,CAUFORNA SP-1 PHOTOMETRIC SITE PLAN SOILS ENGINEER'S CERTIFICATE: L A.L.T.A.SURVEY: THESE GRADING PUNS HVE BEEN REVIEWED BY TIE UNDERSIGNED AND FOUND TO BE IN CONFORMANCE WITH THE RECDMMENDPTIMS AND SPECIFICATIONS OUTLINED N THE GEDTECHNIGL ENGINEERING BOUNDARY&TOPOGRAPHIC SURVEY(3 SHEETS) INVESTIGATION REPORT PREPARED FOR THIS DEVELOPMENT. CONTRACTOR SHALL CONTACT 811 FOR LOCATION OF ALL UTILITIES,AT OFFSITE CITY IMPROVEMENTS: LEAST 72 HOURS PRIOR TO RCE NO. DATE BEGINNING CONSTRUCTION 1 THRU 13 OFFSITE CIVIL PLAN (CAMBERN AVE&THIRD ST) ,,/� Q 1 THRU 12 OFFSITE CIVIL PLAN /X M f 1 k P.V I"d_2D (CENTRAL AVE) THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS PREPARED BY: SEAL BENCHMARK: ORAWNc NUMBER: MARK REVISIONS APPR. DATE OF DEVELOPMENT AND/OR CITY AND STATE LAWS,AND A PERMIT MAY BE ISSUED. pROFES$O� DESIGNATION#3433 AGENCY:RIVERSIDE COUNTY TRANSPORTATION COMMISSION. CITY OF LAKE ELSINORE / fpM�pr M 30 Executive Park,Suite 100 ( ELEVATION: FEET. AA `Y1 frYWfYY1��ari Yw Irvine,CA 92614 oA,,N NOURZ9 CONCRETE COLLAR.LOCATION:MONUMENT SOUTHWESTECORNER FOUND AVENUE AND H CAMBERN O 0 i ADDED ALLAN STREET&CRANE STREET(PRIVATE STREETS) 09/27/19 t:949 296 0450 f:949 296 0479 �$ AVENUE(DOWN 1.0').AGENCY:NGVD 1929 WALMART SUPERCENTER#2077-07 - ■ REVISED SHEETS C-0.0,C-10.0,ES-2,ES-3,ES-4,ES-9;ADDED NEW SHEET C-11.0 s 29260 CENTRAL AVE LAKE ELSINORE,CA 92532 No. 46039 SCALE: DRAWN: BB ON-SITE IMPROVEMENT PLANS SHEET 1 OF42 /-Z3-2o * E%P•12 31 20 * N/A COWER SHEET REMON HABIB RCE 83156 DATE A 12/05/19 `TAT CIVAA- ? FILE No. CITY ENGINEER JO URZ , E ND. 46039 DATE F of CAUL DATE: CHECKED: JP October 16, 2019 Filename:P:\2008\200800688\-CURRENTDRAWING6\_PRODUCTION FILES\ONSIDE\200800688-C-0.0-TL Plot Date: 10/16/2019 10:22 AM BY:Noel Bnaeno 1 1 2 3 14 15 1 6 1 7 1 8 19 10 111 112 113 114 1 15 1 16 117 118 119 120 11 ( I � SITE LEGEND , / 0mPIIN)N OUAMWY A - =-/�' 4 ,`\\ � _ _- _ - -__ _w._ - _. PAINTED_ I� - � � � ----lw■;�' I s i Q WID FIRE LNNE STRIPING PLA 'A'NTED TRAFFIC RED W/'NO PARKING FIRE LANE` WITH 4 HIGH WHITE LETTERING AT 25'O.C.SEE DETAIL ,SHEET C-6.2. X SUPERSTORE PER THIS PLAN AND OTHER FIRE LANE STRIPING 550 LF -"---•--•-.. LOCATIONS SEE FIRE PLAN SET. (P)STREET IMPRa�r+Ts_-_� CAINBERN AVE -. _ _ _ _ _ - AREA STRIPED AT SSYL/4°AT 45®2'-0"O.C. 6,010 SF PROVIDE 80'MINIMUM WIDTH CROSSWALK MARKINGS AT ALL GROCERY AND GM �_ ml , VESTIBULES ENTRIES.6"WIDE PAINTED WHITE STRIPING PARALLEL TO DIRECTION OF - ,f4„E-- -�46't934:E_ N _-..N46'19:3.L7N-. -- 260.78, s Y © TRN'FlC AT 2'-0"O.C. AND(1)-8"WHITE STRIPE PERPENDICULAR ON BOTH ENDS 8,255 SF 24 UNLESS NOTED OTHERWISE. SEE SITE PLAN FOR DIMENSIONS,SEE DETAIL'C', 7. g ,l--�*- ' d _ _ - -4 15'SETBACK _ .G S CTM P TURN SHEET C-6.2. R n t r - - t}- - - - - - - - -n -) ?l9 �E O PEDESTRIAN CROSSING SIGN TYPICAL ATPEDESTRIAN CROSSWALKS AS NOTED ON 9 EA BEGIN 't LANS SEE DETAIL b,SHEET C-6.. FUTURE Ml9JUMENT SIGN ..R: S W � mTv �y ;_e .Q s�,,o..., :G.. I S N28' 1 "yEI•p•PLANTED WHITE ON PAVEMMEHT TYPICAL SEE DETAIL E',SHEET C-6.1, 9 EA d 95 lYP:-11- m'• � CONCRETE JO9ITING AND FNIERS 7D BE COMPLETED PER DETAIL(TYPICAL OF ALL :_; :; EXTERIOR CONCRETE EXCLUSIVE OF ARCHITECTURAL CONCRETE).SEE DETAIL'r'ONa m.:. P GREASE INTERCEPTOR- REFER SHEEIC-6,1. s AllpA 0.69 s 25 s TO ARCH MEP PLANS H „,= a,a;.,(14 g ' EXIT H.SEE ARCHITECTURAL PUNS FOR EXACT SIZE,LOCATION FOR STOOPS, STAIRS AND/OR RAMPS THAT MAY BE REQUIRED.RAMP PAVEMENT FLUSH WITH THE 9 EA (P)CMU SCREEN WAIL K 1 Y; "'`''',_ TOP OF STOOP. �w 95 TYP..�J }� I e� 0 PER ARCHITECTURAL PLAN 1 N46'1317 v R p K?:: k N Q 6'PIPE BOLLARD TYPICAL UNLESS NOTED OTHERWISE.SEE DETAIL W,SHEET 27 EA IN S46'43"E 31 Q a e D v - e a C-6.0. 8.03' ' i N5536'56'E ^ S c 62' O AT GRADE OVERHEAD DOOR LOCATION. SEE ARCHITECTURAL PLANS FOR EXACT 9 EA s R 38 ® 6 H I G I G .'` SIZE AND LOCATON FOR COORDINATION WITH CML PLANS. ' n 80.57' pp IN . _..�p451930 ,,.P .m cam ," C TRUCK ROUTE I I O 1TRUX 4L CONCRETE X 10'SEPARATION z Z'BETWEEN EACH YELLOW PAINTED 1,040 LF 3 av M� ')�. U �.. U c M y J +� .'. STRIPES TYPICAL END -_„ COMPACTOR PAD AND 16'X 35'HEAVY DUTY PAD`LANDING D _�L ;' II 11 �I - - - J = ' SUPERCENTER Q Ek AREA'. REFER TO ARCHITECTURAL PLAN FOR EXACT LOCATION AND SLOPE. 1 nn L CONCRETE TRANSFORMER PAD.CONTRACTOR TO COORDINATE WITH LOCAL POWER IS43140'22W } = D #2077-0' :302'= . .4' © 87 IF u I ,l OUTLOT 2 �I120.00' -95 ... P v E COMPANY FOR DETAILS. ii N43'46'4p a 3:0. 11 AC m a., I c= BALE&PALLET RECYCLE x "v� ACCESSIBLE PARKING SPACE TYPICAL SEE DETAIL'M',SHEET C-6.0 FOR N c �: 4 P m.. P C-151-OR-NO AREA AND ORGANICS I ` +Y 95 fYP_1 T. . M R W 169 9T S4619' v' I I �i ACCESSIBLE PARKING SPACE SIZE,SIGN AND SYMBOL(-VAN'-INDICATES VAN 21 EA q•1 - 'J 158,424 SF(APPROX.) = t I I Q7 ACCESSIBLE SPACE). II } T I I I 1B • 40 B C F.F.E.=1303 o I p ADA RAMP IN SIDEWALK.SEE DETAIL'N',SHEET C-s.o. 2 EA , ' 4 W n P Q 8'-O"WE(OR AS SHOWN)PEDESTRIAN CROSSWALK.SEE DETAIL'0',SHEET 1 S .... H „• 80.5' ' G C-6.2. 5 EA 'E 112r69' OUTLOT 3 5a3'40'27'W p „ r„ N• ° 41 :b ""4'M""95'f1.5 TYP�{ .: b T - CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR I G - ( © CART CORRAL TYPICAL SEE DETAILS'P'AND'P1',SHEET C-6.3 14 EA ' ( $ NRFA.•t0.S78 AC 82.07', _` ® T : R S 7 S R p EXACT LOCATION AND DIMENSIONS OF VESTIBULE,SLOPED =„„= S - - D c PAVING,EXIT PORCHES,RAMPS AND TRUCK DOORS,PRECISE ';' I I 10'X 15'STRIPED AREA PNNITD SYSL/4"AT 45'®2'-0"O.C.AT JIB CRANE k i FA END BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCH�K WALL ;;: I I LOUTION. SEE ARCH.PLANS. t R 2'BUFFER FOR CAR OVERHANG.SEE DETAIL V.SHEET C-6.3. 4,350 SF f N46'19'32'W D Q p' 23.6 44.28' 30 E 41 U 1f PER ARCHITECTURAL PLAN nTYR ( CONCRETE CURB OR CURB dr GUTTER IYPICAI.SEE"BASE DID-ASPHALT PUN' 'I i ii I ' ' GIN a aN m<Q a e .�¢ m �.'p 9:$ TYP-1 .l• M R3 I G 6,680 LF TI01'06',10 h I 40'28W S F _► SSYLJ4' : c ), I�I AND/OR"ALTERNATE A-CONCRETE PLAN'FOR CURB TYPE AND DEUAS. I I 212.24' .. 41 P P _ E H QT ADA RAMP II.SEE DETAIL Y,SHEET C-6.0. - 4 EA I I - ! t„„ I ACCESSIBLE PARKING SIGN.SEE DETAIL'U',SHEET C-6.0.SIGN MOUNTING AND �r i i i X 0 41f1j. 3 =1$';f) 2 lYP I ,a 0 BASE PER DETAIL'SAPS',SWEET C-6.1. 21 EA Zl- 26.66 95 11'P:�l t-"• 1 L IO "NO PARKING FIRE LANE'SIGN PER DETAIL'V,SHEET C-6.3.SEE PLAN FOR4 EA / sjwl9'32'ETYp LOCATION. ° �' I IEi I BEGIN 0 N :. c 41 n „v TRUCK ROUTE v ® PAVEMENT DIRECTIONAL MARKINGS. SEE DETAILS'W'AND W1',SHEET C-6.2. 17 EA w, Y WI ■ I G � Qx CONCRETE SIDEWALK.SEE THIS PLAN FOR SIZE,SEE DETAIL'X',SHEET C-6.2. 5,250 SF ' S46'19'32"E ! 7.0 S01'19'32'E H ' s 144.28' 27. 41 P p t ■ ,\ I I I i '� QY "NO TRUCKS"SIGN. SEE DETAIL Y,SHEET C-6.o. 5 EA y m X'.. ■ t G - Ems`.. I II I I , '� ...�,_...�... a e ....:: g5. � }� �.: � c I G � 2 I � � 'TRUCK ENTRANCE"SIGN. SEE DETAIL'Z',SHEET C-6.1.SEE PLAN FOR LOCATION. 2 EA �144'07'1 )- - - - - �r l ;;. R .. 41 :E IN Qa _ 'STOP'SIGN.SEE DETAILS'a'AND'al',SHEET C-6.0. 11 FA „ I 1 t' sasao'z6 wJ1 .�1 ti a GRAPHIC:SCALE : u � I 134.91' I' T n n F) sT 11 a 30 61 q) NM STALL,WALKWAY,S CART CROSSOVER WITH 2'CONCRETE BUFFER.SEE DETAIL I 24 F - II I OUTLOT 4 I r S ;_;. .�. 7t ■ W W.SHEET C-6.0. r e HIGH TRAFFIC ARFA END CAP ISLAND.SEE DETAIL'c',SHEET C-6.0. 22 EA I h I AREA: ': ��: TT"P -f -"_ °.:. ■: _. A 5 TfP { ixt >?EEI ) N46'16'S9"W I J =_ _ `)'_= 26 30 x n 1 inch= 80 ft. � LANDSCAPE PER LANDSCAPE PLANS - f195.90' 'x36"e a "r H ii , i. i 60.Oo' =m=. 4G16' Qe STOP BAR.SEE DETAIL'e,SHEET C-6.2. 11 EA • ri °" _- r S R 546'16'59`E - VT1 S t BUILDING SETBACK PER ZONING ORDINANCE - g'E 30 x30 P57.47 ■ I Q u , i .85' ■ ram• R S46'76'S9`E I 3 u �}s T `7 T 1 r , iS0UTI0N JOINT TYPICAL AT FIXED STRUCTURES(BUILDINGS,RETAINING WALLS DOCK -'� ii ' I ( I a e I �1516'�ly5C 1 �' I '�i �� I it- d i ! / ( / - I � Y s / '2 7. 293.38' 1 'r ) pp l `'il I I / Q WAILS,DROP INLETS,MANHOLES,LIGHT POLE BASES AND BOLLARDS).SEE DETAIL fSl'1 - ii it I ( �hii ■I�n9t ■■■■��■■�i■■■�� --il it "11 it ( �, / •9,SHEETC-6.1. x d SEE DETAIL BELOW @ 'RIGHT TURN ONLY-SIGN PER DETAIL W,SHEET C-6.0. 3 EA LIGHT LEGEND SITE NOTES p LEGEND o ACCESSIBLE'SIZE ARRIVAL POINT".SEE PLAN FOR LOCATION AND LIMITS. 2.045 LF O 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 _ Jl I�{I � Q INSTALL 2'CURB OPENING PER DETAIL'k'ON SHEET C-6.3. 45 EA ATTRIBUTES COUNA STANDARDS. PROPOSED BUILDING ( ( .I I I 'I I'�II I I® x r - ® INSTALL ADA RAMP IN PER DETAIL'd'ON SHEET C-6.2. 6 EA CATALOG NUMBER:PER SEPARATE LIGHTING PLAN 2. CONTRACTOR SHALL REFER TO ARCHITECTURAL EXIT PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF i MOUNTING HEIGHT=30' VESTIBULES,SLOPE PAVING,SIDEWALKS,EXIT PORCHES,TRUCK DOCKS,PRECISE BUILDING DIMENSIONS PROPOSED CURB OR CURB AND GUTTER D G I INSTALL LIGHT BASE PER DETAILS'w"AND'w1',SHEET C-6.3. 40 EA 1 FIXTURE PER POLE' 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 M ._ - CONSTRUCT 3'CONCRETE BUFFER FOR LANDSCAPE PROTECTION PER DETAIL''ON MOUNTING HEIGHT=30' HEALTHY STAND OF GRASS IS ESTABLISHED. � �F CART CORRAL � .SSri/4" e a A _ � p 735 SF 2 FIXTURES PER POLE' 4. ALL CURBED RADII ARE TO BE 10'UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'. TYP SHEErC-6.3. p TYP. 'M CATALOG NUMBER:PER SEPARATE LIGHTING PLAN 5. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. -�------+--+�-- ADA PATHWAY V 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 THE '(� END J (,� TYP, i I G Or AC BERM 350 LF 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 � m 7. CONTRACTOR SHALL BE RESPONSIBLE FOR N1 RELOCATIONS(UNLESS OTHERWISE NOTED ON PLANS), TRAVEL SHALL NOT EXCEED 5%.CROSS SLOPE SHAM NOT U x I D s O• "PICKUP'SIGN.SEE SHEET C-5.0 1 EA PAINTING STRIPING LEGEND ETC.UDING BUT AS REQUIRED.NOT UNITED TO:ALL N1 WORK SHALT BE INACCORDANES,STORM CE WITH GOVERNING AUTHORITIES'NAGE,SIGNS,TRAFFIC SIGNALS&POLES,ORBIES EQUIREMENTS EXCEED 2%.(INSPECTOR TO VERIFY) O k BEGIN . x 41 �` ° Q C 6INSTALL 1 CONCRETE STEP OUT SLAB BEHIND CURB PER DETAIL'Y ON SHEET 470 SF STANDARD DUTY AC PAVEMENT:SEE"ASPHALT PAVEMENT 0 R W AND PROJECT SITE WORK SPECIFICATIONS SHALL BE APPROVED BY SUCH. ALL COSTS SHALL BE I ° x E -`a e SSWL/4" SINGLE SOLID WHITE LINE/4`WIDE INCLUDED IN 13ASE BID. PUN"AND/OR"CONCRETE PAVEMENT PLAN"FORullT � - x QQ ELECTRIC VEHICLE PARKING SPACE TYPICAL SEE DETAIL'u,SHEET C-6.0. 42 EA MATERIALS x x x x x •5 x u e 'x3" x x x x SSWL/8' SINGLE SOLID WHITE LINE/8"WIDE 8. SITE BOUNDARY,TOPOGRAPHY,UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY A LAND x x c SURVEYOR.OR. x x x x v x x x x x x x x x x x x x x x x x E x x ,x x x x x x v 3'WIDE VALLEY GUTTER PER DETAIL ON SHEET C-ILIA 1,272 IF SSYL/4' SINGLE SOLID YELLOW LINE/4'WIDE HUVY DUTY AC PAVEMENT:SEE'ASPHALT PAVEMENT x? Q 9. TOTAL LAND AREA IS ti6.76 ACRES x x x x x x x x x x x x x x x x x x x. x x x x x DSYL x x 1Y DSYL/4" DOUBLE SOLID YELLOW LINE/4°WIDE PLAN"AND/OR'CONCRETE PAVEMENT PLAN"FOR x 4 0 /�" K 10. NO WETLANDS WERE PRESENT ON THIS SITE AS ASSESSED BY THE H.T.HARvEY&ASSOCIATES BIOTIC v S a' SINGLE BROKEN WHITE LINE 4"WIDE EACH MATERIALS x x x x x x x x x x x x x x 6 x x x x S 8' SINGLE BROKEN WHITE LINE/8'WIDE EACH REPORT DATED 7/2011. [""„„„""„ h 0 x � D R3 x x x x x x SITE ANALYSIS TABLE 11. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE'SITE-SPECIFIC SPECIFICATIONS.° HEAVY DUTY PCC PAVEMENT:SEE'ASPHALT PAVEMENT SBYL/4' SINGLE BROKEN YELLOW LINE/4"WIDE EACH 12. PYLON SIGNS SWILL BE CONSTRUCTED BY OTHERS. PLAN`AND/OR"CONCRETE PAVEMENT PLAN"FOR ' t X WNAIART t158,424 SF DBYL/4" DOUBLE BROKEN YELLOW LINE/4°WIDE EACH 13. REFER TO ARCH.PLANS FOR SITE LIGHTING ELECTRICAL PLAN. MAlE2ML5 m x x m Z m 14. ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK,FINAL UTILITIES,AND FINAL gT� I. PARKING(ASSOCIATE AND CUSTOMER) 568 SPACES BEGIN I x > a e 30"z30" CLEAN AIR VEHICLE PARKING CA 56 SPACES GRADING)BY THE MILESTONE DATE IN THE PROJECT DOCUMENTS. OUTLOT AREA TO . KEPT FREE OF '' ARCHITECTURAL APRON;SEE ARCH.PLANS J08 TRAILERS AND STORAGE AFTER THE CONTRACT MILESTONE DATE FOR THE OUTLOT. WM GENERAL � ��� �-� �� �� �� � "ELECTRIC VEHICLE PARKING® 42 SPACES CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUTLOT CONTRACTOR TO THE SPEFlGC PARCEL AT ALL '-- --- - - - - - ACCESSIBLE PARKING 21 SPACES TIMES AFTER MILESTONE DATE, PURCHASER OF OUTLOT TO PROVIDE PERMIT DOCUMENTS AND SWPPP N-WIDE HEAVY DUTY CONCRETE BUFFER.SEE NOTE'p'ON , Y Z s L REQUIRED BY STATE/LOCAL REQUIREMENTS FOR SPECIFIC Cam. THIS SHEET. 3 8) II TOTAL PARKING 4.357 SPA ES 2'-WIDE NON-VEGETATED BUFFER FOR CAR OVERHANG. ! II CONTRACTOR SHALL CONTACT SEE NOTE'R'ON THIS SHEET. / ; ALERT TO CONTRACTOR: I II tl I 'CART caRRus 14 CORRALS/28 SPACES 811 FOR LOCATION OF ALL I g GRAPHIC SCALE UTILITIES,AT LEAST 72 HOURS ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK,FINAL UTILITIES,AND FINAL GRADING)BY THE MILESTONE I ji PRIOR TO BEGINNING DATE IN PROJECT DOCUMENTS.OUTLOT AREA TO BE KEPT FREE OF JOB TRAILERS AND STORAGE AFTER THE CONTRACT MILESTONE II 1 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 PARK INCLUDED IN OVERALL PARKING RATIO. CONSTRUCTION AT Nl TIMES AFTER MILESTONE DATE.PURCHASER OF OUTLOT TO PROVIDE PERMIT DOCUMENTS AND SWPPP REQUIRED BY DETAIL +p **ELECTRIC VEHICLE CHARGING STATIONS PER CGBC 5.106.5.3.4 ATE LOCAL REQUIREMENTS FOR SPECIFIC OUTLOT. ( IN FEET ) 3• AND CDC 118-812 AND TABLE 11B-228.3.2.1 M lAfllff (/ 1 V 1 inch = 30 ft_ MARK REVISIONS APPR. DATE OFSE PLANS DEVEIOPMENTVANDEIN 1EV1.11 FOR COMPLIANCE OR CITY AND STATE LAWS,AND ATPERMT MAY BEH THE IATE ISSUED CONDITIONS PREPARED BY: SEAL 1 BENCHMARK: CITY OF LAKE ELSINORE DRAWING NUMaER: / 30 Executive Park,SUNe 100 Z DESIGNATION{13433 AGENCY:RIVERSIDE COUNTY TRANSPORTATION COMMISSION. MTH 10" IW�O■ fg f aI'FNI■1 Irvine,CA 92614 O,t,N NOUgj' ,� CONCRETE CRIETE COLLARS LOCATION:SOUTHWEST CORNER CENTRAL AVENU FEET.MONUMENT TYPE: FOUND 2"BRASS E AND CAMBERN 1LI16WIiI5 ©I p 4■Y t:949 296 0450 F.949 296 0479 Em AVENUE(DOWN 1.0').AGENCY:NGJD 1929 wALNIART SUPERCENTER#2077-07 c ■O No. 46039 A SCALE: DRAWN: 8B 29260 CENT TE IMPROVEML AVE LAKE ENT PULNSA 92582 SHEET 2 OF'y$yu ExP.t2 31 0 * 1" = 60' REMON HABIB RCE 83156 DATE r IVI A;j' 08Y08Y19 OVERALL SITE PLAN FILE No. `Rq yJ - A8•WNG CITY ENGINEER J A OUR D RCE No. 46039 DATE F of CAu DATE: -April 10, 2019 CHECKED: JP Flename: P:\2008\200800688\-CURRENTDRAWINGS\-PRODUCTION FILES\ONSITE\200600688-C-1.0-SP _ i 1 2 3 14 5 6 7 B 9 10 11 12 13 - 14 15 16 17 18 19 20 LEGEND PROPOSED PROPERTY LINE 1 / BUILDING f I PROPOSED BuNc —' PROPOSED CURB OR CURB AND GUTTER AV —; ; I (P)STREET IMPROVEIApJTS�.� CAMBERN E PROPOSED PARKING SPACES SSYL/4° _._ _ " CART CORRAL ADA PATHWAY + nPLANET PATE,NO ABRUPT TRAVEL SCHANGES EN ELEVA SLOPE 0 G ONNG THE THE PATH OF g �"" T SIP 15'SETBACK _;�, — TRAVEL SHALL NOT EXCEED 5%.CROSS SLOPE SHALL NOT F1 - - 74.23' EXCEED 2%.(INSPECTOR TO VERIFY) STANDARD DUTY AC PAVEMENT SEE"ASPHA.LT PAVEMENT �h II 1 PLAN AND/OR°CONCRETE PAVEMENT PLAN°FOR +, ..w OUTLOT 1 I t Rzs 1z 118'I ��. HEAVY DUTY AC PAVEMENT:SEE"ASPHALT PAVEMENT i I I I •„ - PLAN'AND OR"CONCRETE PAVEMENT PLAN"FOR Tl (P)GREASE INTERCEPTOR g A MATERIALS/ ;.. .: REFER TO ARCH/MEP PLANS 'Pj R3 9S TYP. S. 2 9 5,.� 3'—WIDE IIEA-1 DUTY CONCRETE BUFFER.SEE NOTE'p' ® ❑ o- ON SHEET C-1.0 2—WIDE NON—VEGETATED BUFFER FOR CAR OVERHANG. 4 r 80.62' NOTE'R'ON SHEET C-1.0 EM 219.528 SF I I l ASPHALT CONCRETE PAVEMENT ,ppCy` D _j ?i _ _° SUPERCENTER I 1 — CU5511,GRADED AGGREGATE BASE II OUTLOT 2 .yA r COMPACTED TO 95%OF MAXIMUM DRY .-eI li I I i EAR „„ g b b #4- ")1flI I #2077-07 301Y 50.4' I 1 DENSItt PS DETERMINED BY THE R3 9 5 TIP EA3: Q 4. NOD FIED PROCTOR COMPACTION ES ,I III I I 3 m m ',. 95'TYP. R3' ) C-151-GR-NO BALE&PALLET RECYCLE °�\ ASM D,ss�.Do AREA AND ORGANICS \ \ \\�\ \\ \ COMPACTED SuecRwE GoroADrm TO ' ' 158,424 SF(APPROX.) I M f/f\/ ,i>f/f/°^.f%'�// 95%OF MAXIMUM DRY DENSITY AS .r'7 • 42'r i , ;;P?'" `\i" PRRDcTTook ooMPACcTiTON TEST MODIFIED D 557.00 I x `. •OBI): i F.F.E.=1303 o RI I`'f ,r"-f r r .Iris,/ 11� i !y+.i' m _. m w .F R3 " J 02/12/18 RNA I 1 NOTE:PAVEMENT SHALL BE PLACED N 4FI8 NO LESS 1FAIJ tYx')AND NO MORE 1HAN 3'. E i II r I T I I I w Q3 `� " 9 5 9 5,.Tyl m R3' / CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR `' Q!1" EXACT LOCATION AND DIMENSIONS OF VESTIBULE,SLOPED •. I - STd.dUTY ASPHALTIC T167.0 PAVEMENT SECTION PAVING,EXIT PORCHES,RAMPS AND TRUCK DOORS,PRECISE '' No scuE II I I I OUTLOT 3 I „ '` ----- --- ----- --°— -- --- --- --- ---- BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS Asp ONCRE E PAVEMENT 9" I I 76,28 SF ( 1 u, HALT C ` 1 Z AREA: 0�7 AC 23.8' I.".„ ... CLASS 11,GRADED AGGREGATE BASE 9.5 TIP ,o R3 ` I. COMPACTED TO 95%OF MAXIMUM DRY ,,•�, MODIFIED PROCTOR COMPACTION TEST DENSITY AS DETERMINED BY THE 11 1 1 1 36, I • •.• - ., (ASTM D 1557.00) — ----- --- ,p I1 ' I I I '� ' I 1" •s•: ht• t9�•t8' I I �'\"`%MEN COMPACTED SuacRAOE CI)MPACIED lO 1,. I a^ Cf\i"' 9$ TYP. Q : i• 95%OF MAXUJM DRY DENSITY AS '9.5 TYP - >:► .N m t 1 4" /\% DETERMINED BY THE MODIFIED R L — s \\y\llN 15P 5R0 00'COMPACTION TES (ASiM D „ 1 , TRUCK ROUTE i —NOTE:PAVEMENT SHALL BE PLACED N UFIS NO LESS THAN 11,"AND NO MORE 7NAN 3'. h I R i i I 1 30 1`" /� \\ I HEAVY DUTY ASPHALTIC TI=8.0 PAVEMENT SECTION pp. 179 05' ' I' No SCALE ^��F cc ,/2'MIN.RADIUS 1'MAY OUTLOT 4 TURNAROUND �Ms A n 1 i l l I III o AREA:t0.679 AC • ( ��/ ) �M,,. .c.wNCRLTE IN ( „ ....,.. ,;:;: �jl::;:„ m :':f::.„.„.,x ;n_1= ,. �o I I n•wY r6n ro PRSNUE PRIME u I + + N m m '• n .P /Q OF ANP rAac car 1n FacE 5 IYP.: .....,.. D �►. .�1..9 5 TYP- � z� �`b%X - axracis ri'HE UP 12• b A4IULtIC CONCRETE PAVING it 1 i 1 1 1 1/ — f>y SFE PAYMG PELVIS SU H ii i. i I 1e• Ix. SUBO wDE AMIDDc"DONcouP�PNN T H , I/2-WN MDim RInuMENwrs. n I 1 32' m �1celTIfT1T1 i IToTl I��-���1T�-� � � \ M X � I 8"CURB IN,GUTTER,TYPE A NO GRAPHIC SCALE 2Mw.Rms 60 30 t'MAX.RAMUS P.C.CONCRETE PAY9C SEE PANT& O.O FOR PAVEYENI SEE IAM SUB&SE.SUBfA1EE AND " DK SICPE:1'R CONPALaON REOUgR11DRS ( IN FEET ) HIKE w 1 inch - 60 It " 12• i 36" +) 1.065-SF J #4 BARS 0-18"O.C. 18" 18" (3)-#4 BARS CON. 6"INTEGRAL CURB&GUTTER,TYPE B No SCALS 3:12 A.C. PAVEMENT N� AGG.BASE 1. ALL CONCRETE SHALL BE=P51. 6 \ 1/N• 1�--� 2. 1M E11PAt610N D a AT BEGINNING owLAND EIA OF CLWB RENPoI NW Ai RO'INIDMN. 3. 1/4•YIeJ�NED NUDE DOW FHRf',O'WONAL K .,�.� e• ' "�,2 APWA SID.PLAN 120-1/CURB TYPE Ai-6 M;\ 18" n Y aka•' CEAR NIXON O" CONTRACTOR SHALL CONTACT CONCRETE(520—C-2500) E\PPMNN JORR 811 FOR LOCATION OF ALL UTILITIES,AT LEAST 72 HOURS NOTES TO CONTRACTOR: PRIOR TO BEGINNING 3'WIDE VALLEY GUTTER 6"CURB,TYPE Al NO SCALE NO SCALE 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 PRDVIDE PERMIT DOCUMENTS AND SWPPP REQUIRED BY ATE LOCAL REQUIREMENTS FOR SPECIFIC OUTLOT. M a.V8/3/9 MARK REVISIONS APPR. DATE OFESE PLANS DEVELOPMENTVE BEEN REVIEWED FOR.AND/OR CITY AND STATE LAWS,AND A PERMIT MAY BE SSUEDANCE WITH THE APPROPRIATE NDITONS PREPARED BY: SEAL RpOTESW 1 BENCHMARK: CITY OF LAKE ELSINORE DRAWING NUMBER: a�-p g■ �/ 30 Executive Palk,Suite 100 0 DESIGNATION 16.96 AGENCY:MONUMENT TYPE. FOUND TRANSPORTATIONCOMMISSION. 10* lfeetkrgFftltla�i Irvine,CA92614 c9'o�NN00gr9��L� C NCRETE COLLAR. LOCATION:SOUTHWEST CORNER CENTRAL AVENUUE AND CAMBERN C 1 1 A t:949 296 0450 f:949 296 0479 0 AVENUE(DOWN IV).AGENCY:NGVD 1929 WALMART SUPERCENTER#2077-07 ■ NO 46039 p 29260 CENTRAL AVE LANE ELSINORE,CA 92532 2, �+ SCALE: DRAWN: BB 011 SITE IMPROVEMENT PLANS iz 3, 20 SHEET,3 OF REMON HABIB RCE 8� 6 DATE '" oeio>��s ,�qT C1V1� a.,. 1 - 60' ASPHALT PAVEMENT PLAN FILE 'No. J OUR AD . AEI1116 CITY ENGINEER RCE No. 46039 DATE F of CAu DATE: .April 10, 2019 CHECKED: JP Iq-3ZZ fll•nam•:P:\2008\200800688�CURRENTDRAWINGS\-PRODUCTION FILES\ONSITE\200800688-C-1.tA-ASPHALT 1 1 2 1 3 1 4 1 5 1 6 1 7 8 9 10 11 112 113 114 115 1 16 117 118 19 20 LEGEND �_ ' • ( jil: llA X$/'tLD � II� I � . PROPOSED PROPERTY LINE r I ......LLL...---ILL_.. „- ;- I I�yok PROPOSED BUILDING ==sins== PROPOSED CURB OR CURB AND GUTTER (P)STREET NPROVEIIENTS� CAMBERN AVE _--__ -. _ _ PROPOSED PARKING SPACES SSYL/4" C -- --- a' rrs® '' W CART CORRAL 1 I __ _� __ - - �- __ _� _� �_�':___ _> - ADA PATHWAY -' mp NOTE: F ABRUPT CHANGES IN ELEVATION ALONG THE 15 SETBACK PATH OF TRAVEL SHOWN.THE SLOPE ALONG THE PATH OF B I eras s"'�!` _u°pi_ _ _ _ - - - -�,. _ _. _ (P)TU TRAVEL SHALL NOT EXCEED 5%.CROSS SLOPE SHALL NOT t . .. ® - LANE EXCEED 2%.(INSPECTOR TO VERIFY) A'3', 9.5'TYP.-•I I- i.0 �, N �} H �•.� 4.23 N ® 1 I HEAVY DOOR C PAVEMENT SEE CONCRETE PAVEMENT PLANT"PFORM� o U I 1 R'S " r RB I ( OUTLOT 1 }30t R25' 12' 1s' 1a,I II I AREA:t0.569 AC I - ARCHITECTURAL APRON:SEE ARCH.PLANS - I{ + I I I J & 03 (P)GREASE INTERCEPTOR ' C i1 - Eil I I ( `R5' " L REFER TO ARCH/MEP PLANS 9� '�� AA - 1W 9.5'TYP.-1 H �- _ S i u I I I N 1 9$ '� -► �'9.5,TYP. ® R LL - DECORATIVE CONCRETE u I i 3'-WIDE HEAVY DUTY CONCRETE BUFFER.SEE NOTE'p' - I 4 ON SHEET C-1.0 2'-WIDE NON-VEGETATED BUFFER FOR CAR OVERHANG D I f ' '� t I 11 v ---°--- SUPERCENTER SEE Nor/'R ON SHEET c-1.0 _' i OUTLOT 2 y' b b b b flV A AREA:l0.711 AC R3• -Y."1--9.5'TYP. R3 I #2�77�©7 3D.2' 50.4' i it jl� I I ro `� �° -► 9.5'TV.--I I- R3' t C-151-P+R-NO BALE&PALLET RECYCLE I 0 R3," I AREA AND ORGANICS N 29,942 SF 42' 158,424 SF(APPROL) R I I M II t 1 F.F.E.0 1305 ? ( Id. " R PORT LAND CEMENT CONCRETE 031 ', O 8 Y *..1;. CLASS II,GRADED AGGREGATE BASE 02/12/18 RNA L 9.5•TYP. 3• / CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR \ �'"' °l'. DDTSPIn A�soET�aIINeo B TMEM oar Jj 1 I i�1 i I p s �u 9 9 V I ' ASTM D 1557.00)COMPACTION TEST ® PAVING,DCT TPORCNES,DIMENSIONS AND TRUCKTDOORS,SPRECISE a f\ f*�f�' ( . __;D_ I 1 �1AI `f'` .^ COMPACTED SU GRAOE COMPACTED TO OUTLOT 3 1 - --`- ----- -'----' ----- -'---- BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS t " I Z i i I I I AR : :ED 5 88 AC 1 ' I b b Q I 1 \'• li`• 9PROCTOR COMPACTION TESL(ASTM 0 1;��� DETERMINED BY THE MODIFIED I 23.8' i.® o L '�-p 9.5'TYP.--I I-- p3 t557.m) I-�- ff s 4 i 11 I ' I ' 38 i I I a STANDARD&HEAVY DUTY CONCRETE SECTION ,. II I 1 I ------------- --- � ems•011P� ZH-Hl j NO SCALE18'I 18 ,_ .� .1. - 9.5'TYP.-1 H I ) I y 6,134 Lm- +I t Y I _�E DECORATIVE CONCRETE �n�l 9.5'TYP.-1 1' -► iQ R3'LA I .. CLASS Ii,GRADED AGGREGATE fl4$E 1 i i TRUI ROUTE' I COMPACTED 70 95%OF MAXIMUM DRY t I '`1 •,d•..'.'..4' DENSItt AS DETERMINED BY THE I � MODIFIED PROCTOR COMPACTION LEST \ ~ 1\ j\i \i ASTM o 1557,OD) � 179.05• s \f\� f,!\%'(,,•:! f � i G o i - f 'if \ COMPACTED SUBGRADE COMPACTED TO it 1 1 g 95%OF MAXIMUM DRY DENSITY AS F�`.� I I ( i i I ' I 9.5 IYP.-{ I"•' To d DETERMINED BY THE MODIFIED '1i n ' i ; I OUTLOT 4 1 " V ., " �'1URNAROUNO ' \f PROCTOR COMPACTION TEST(ASTM D 1, it i I ! I ® u I - 1557.00) I o , i i I ►► J v' AREA:t0.679 AC o & 1 • ` 1 11 F I m 1 °^ DECORATIVE CONCRETE SECTION 9.5•TYP. 'PJ' ' CAL/ 11 1 i Itltl tl _. NO SCALE H 11 I I I I i I �IT1 r'1 (' I N 1.All COKCREIE 6HAIL 6E=M. G` IA�. t..•t Ivi I��-1 1_{G P�it Nf 1 1 FI E II I 1 r-�I 6. 1. 1/2'FNPIHSbN JOtltF AT BEGYNICNG M'O END OF 732' / �`",T� !7n '<• I I asre REruxx.wo AT fio'INITx+u. -� X I I 3. 174'MEAKQZD PVNEJOMT EVERY 10'YFIEAYAL .TI ii it i I �XS i f I --q 1 1 to / 'fit.` O 6• :.."112, APWA STD.PLAN 120-1/CURB TYPE A7-6 a. OESEETNL I 6• a W.E..DWI 6-CURB,TYPE Al gg NO SCALE 3 GRAPHIC SCALE J QO 0 30 60 6, '• 1/2'MR / OETAIIS FOR TIONS. /MIII. C CONCRETE PAVING SEE PAVEMENT SEC PAy1NG ( IN FEET ) SU9RASE,N Fe A➢E ND -SLOPE 1•R CWPACOON flFAVeEMfNi6. 1 inch = 60 ft. ,Z• _ WE MP K 6-"INTEGRAL CURB&GUTTER,TYPE Et NO SCALE 17Y•MM.RMIU6 t•MA%. �%qUS it'WN. •C.pONCREIE NOTES TO CONTRACTOR: wwx n � COAT AND TACK COAT TO FACE snPE r GF aae wNERE acre ••^ aNTA.CIS A T.F WKE UP L I. BASE BID SHALL BE FOR PAVEMENT MATERIALS AS SHOWN ON THE z' - A-- SEE PAVNO DEALS E➢It "ASPHALT PAVEMENT PLAN". ALTERNATE BID SHALL BE FOR PAVEMENT Is MIN PAVEMENT SECTONS,SUB&SE, SU6aaOE AD COMPACMM LER CONTRACTOR: CONTRACTOR SHALL CONTACT MATERIALS AS SHOWN ON THE "CONCRETE PAVEMENT PLAN". PE01flM"� AT TO 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 MILESTONE UTILITIES,AT LEAST 72 HOURS 2. REFERENCE SITE PLAN SHEET C-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 PARCEL PRIOR TO BEGINNING CONCRETE JOINT DETAIL AND ISOLATION JOINT DETAIL. NO SCALE L AT ALL TIMES AFTER MILESTONE DATE.PURCHASER OF OUTLOT TO PROVIDE PERMIT DOCUMENTS AND SWPPP REQUIRED BY CONSTRUCTION STATE LOCAL REQUIREMENTS FOR SPECIFIC OUTLOT. p M Q. �• ?•l9 MARK REVISIONS APPR. DATE OFE1 PLANS HAVE DEVELOPMENT AND/EN REVIEWED FOR COMPLIANCE OR CITY AND STATE LAWS,AND A PERMT MA THE YBERIATE ISSUED,NDITONS PREPARED BY: SEAL ` BENCHMARK: CITY OF LAKE ELSINORE DRAWING NUMBER: / �!" 1■, 30 Executive Park,Suite 100 DESIGNATION{16.96 AGENCY:RIVERSIDE ENT TYPE, , FOUND TRANSPORTATION COMMISSION. Irvine,CA92614 ,o�,NN0UgI90 CONCRETE COLLAR.LOCATION:NSOUTHWEST CORNER CENTRBRASS L AVENUE ANDH 10 CAMBERN C 1 18 t:949 296 0450 f.949 296 0479 �, AVENUE(DOWN 1.0').AGENCY:NGVD 1929. WALMART SUPERCENTER#2077-07 ■ _ °l =No. 4/31/ A SCALE: DRAWN: BB 29290 CENTRAL AVE LANE ENT PUNS CA 92552 1�� zl_I A ° E:P.12 3t 2D >: 1" = 60' ON-SITE NNPROVENENTPLANS SHEET 4 OF38 REMON HABIB RCE 83156 DATE 7 08/08/19 CIVp. alp - CONCRETE PAVEMENT PLAN FILE No, ,+6-RNe CITY ENGINEER AHOIDURILADIRCE No. 46039 DATE 4rF OF Ca�Y� DATE: April 10, 2019 CHECKED:JP F',lelwma:P:\2009\200800689\-CURRENTDRAWiNGS\-PRODUCTION FILES\ONSITE\200800688-C-1.18-CONCRETE Pbt Date:4/10/2019 1:53 PM RY:Noel RHA- E:f A 1 „ 1 1 2 1 3 14 5 1 '6 17 1 8 9 110 111 112 1 13 - 1 14 115 1 16 1 17 118 19 20 I I I A X� 1 \ — ---J-- -- I—I--- --___L� _ ,v. 4r CAMBERN AVE � � �� �` - I ' I — �- - - _ -- -- -- -- -- -- - - -- -- -- -- -- -- -- -- - ��'�, r / —S46*19.'. N46'19'31"W—=__��_ �—'� 260.78' 569.5T 15'SETBACK 167.87 15'SETBACK 144.91' _ 15'SETBACK ,_. — — — — —y— — — — — — — — —. — — — -n- — — — — � NOB'S2'581N— ` I— 548.3' 35.85' N28'09'11'E is I 20, OUTLOT 1 C al AREA: 10.569 AC o O O O O O D 11 I Z N g 102.88' 806.06.r' D E/N S4619'30 36.50' OUTLOT 2 o a o 0 f0.71 AC 42.2' 5 38.4 E BALE AADR AREA 158,424 SF(APPROL)i 167.82 F.F.E. = lN3 S4619'3O'E 36.50' IIIIII ' II tomw OUTLOT 341-n Z k — p W ; Z 0.578 AC N01'06'101V ARt 1 I, I II III N4619'32'W 26.66' ryy�b Tri 4I 'S I O OG 144.26 0.00' p1 ® . 50.3' x I , S46'19'32'E 1 S46'19'32E 144.28• 1 1 1 1 ( 4.94' O O O O O O O O D Y-i I i I N88'53'50'E H - i I I 37.01' 179' I I s I I I OUTLOT 4Oo 0 0 559.4' _AW. ±0.679 AG M~ I 1 - 4 I t i I r In I II 11.49's9'W 1.49 N46'16_59'W __ S46'16'59;E S4616'59;E __ _ ���— S46'16'59'E S46'16'S9'E 184.41' 48.85' 60.00' 50.00' 297.36 7, S46'16'S9'E� 15.1' 257.4T t �i ( 1 f=►-1 � 1--I-I-I' 1 - - I-I /I i ��-I-I I' MILTNIIG TO REMAIN F =—=-J _-_-- - - - _-__ _ ____ ___ 1 it �I 1 1 W / --- IY _ �I (�BURRING TO RE ". ® r !I ! ! I I! I Ell _11-1111Il1 1111 t1L----,- �I BUILDING TO REMAIN K GRAPHIC SCALE 50 0 25 50 IN NOTES TO CONTRACTOR: LEGEND > inchFE 50)n. PROPOSED PROPERTY LNE/RK9,T-OF-WAY L I. BASE BID SHALL BE FOR PAVEMENT MATERIALS AS SHOWN ON THE PROPOSED BUILDNG "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(EARTHWORK,FINAL UNITIES,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 PROVIDE CLEAR ACCESS FOR OUTLOT CONTRACTOR TO THE SPECIFIC PARCE PRIOR TO BEGINNING CONCRETE JOINT DETAIL AND ISOLATION JOINT DETAIL. AT ALL TIMES AFTER MILESTONE DATE.PURCHASER OF OU 0 TJ PROVIDE PERMIT DOCUMENTS AND SWPPP REQUIRED BY CONSTRUCTION STATE LOCAL REQUH2EMENTS FOR SPECIFIC OUTLOT. M (/ �3•/9 MARK REVISIONS APPR. DATE OFSE P111 DEVELOPMENTVE BEEN REVIEWED FOR AND/OR CITY AND STATE LAWS,NCE AND ATH THE PERMT MAY BEIATE SSUED.NDTONS PREPARED BY: 30 Executive Park,Suite 100 sIAL I BENCHMARK: CITY OF LAKE ELSINORE OaAwINO NUMBER: ' DESIGNATION 16.96 AGENCY MONUMENT T E:COUNTY TRANSPORTATION FOUND 2'BSSDI COMMISSION. Irvine,CA 92614 o�,N NO o�� CONCRETE COLLAR.LOCATION:NSOUTHWESTECORNER CENTRAL AVENIUE AND SC N CAMBERN _ //� t:949 296 0450 f:949 296 0479 c AVENUE(DOWN 1.0').AGENCY:NGVD 1929 WALMART SUPERCENTER#2077-07 C 1 ■`�}�. q No. 4601 SCALE: DRAWN: BE 2926'0 ONTS TE IMPROVEMENRIAL WE UKE T PLANS 92532 SHEET 5 OF%Eap,12 3t 20 u 1" = SD' OS/08/19 CIVP a SITE PLOT PLAN RILE No. '6441 CITY ENGINEER E 6315s DATE J OUR AD RCE No. 46039 DATE �qlF of cAL� \p DATE: CHECKED: JP ,1 April 10, 2019 FIlenome:P:\2008\200800688\-CURREN%tlt GS\-PRODUCTION FILES\ONSITE\200800688-C-1.2-SPP 1 2 3 4 6. 7 8 10 11 12 13 114 115 1 16 17 18 19 20 AAW .7 GRADING NOTES 1. ALL WORK SHALL-BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE MUNICIPAL CODE CHAPTER 15.72 AND APPLICABLE STANDARDS AND - SPECIFlCATINS AND THE LATEST EDITION OF THE C.B.0 APPENDIX CKWP1ER 33. A ( + 2. A PERMIT SHALL E OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINORE PRIOR TO ANY OPERATIONS. _„ ) 1306.98TC 1306.26TC 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY AL UTILITY COMPANIES AND U.S.A ALTER(1-800-422-4133)FORTY-EIGHT(48)HOURS PRIOR TO GRADING. 1311.51FL 1306.48F5 a 1305.76FL --- 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST TWENTY-FOUR(24)HOURS IN ADVANCE OF BEGINNING GRADING OPERATIONS. t it3/ _ 6. CUT SLOPFS( - 1304.19TC 1305.89RIM - - - 130112TC 7. PNJ.SLOPE SHM1 E NO STEEPER THAN 2.5 HORZ0NTAL TO 1 VERTICAL:UNLESS OTHERWSE APPROVED,SMi4Ll.BE SHOWN ON PLAN,AND SHALL NOT HAVE r 1312.8HP 1315.02T 1309.16TC 13a8 13G4.29FS 130O.62PL LESS THAN 95%RELATIVE COMPACTION OUT TO THE FINISHED SURFACE / i 1302.92FS 1302.64RIM 1302.92FS 130290F51314.52FS 1308.66F5�/ 1296.20TG 8. FILLS SWLLL E COMPACTED THROUGHOUT TO 95R DRNSR AS OETERMNED EIY THE MODIFlW THREE DYER AS.T.M.D-1557-70 TEST METHOD. 1, s -ww / 1305.84TC ( 1303.00FS 1303.00FF 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARTFlFD,AND INSPECTED BY THE GRADING INSPECTOR AND APPROVED SOILS TESTING ' 1314.53TC rr 1306.28TC 1305.34FL 1302.50F5 AGENCY PRIOR TO TE PLACING OF.FILL.it I 1314.03FL V3p'I 1305.78FS - 1302.53FS 1 2.9 0�"".0 LU 1312.9PAD I .,1 ( i 5 I �� 10. ALL FILL MATERIAL SNAIL E CLEAN EARTH.NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS APPROVED BY THE SOILS ENGINEER. D 130270 IEI�IYWG wA1I +M IF 1300.05TC 11. FINISH GRADE SHALL.E SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 4'PER FOOT FOR A MINIMUM OF 3,THEN 1%(MINIMUM)TO FLOWLINE O O O O O 1303.00FL BFSAl01 0 1 99.82TC OF EARTH SWALE. 1305. 1305.42TC WITH ADA GUARD RAIL I 1299.55FLo� 11 , --_ 6 `,., 1305.44FS 1304.92FL 1302.75FS I 1303.00F5 _-___,,I 1 ~ n 1299.32FL 12. MINIMUM BUILDNG PAD AND DRAINAGE STALE SLOPE SHALL E 1%IF CUT OR FILL SLOPE IS LESS THAN IV,AND 2%IF CUT OR FILL S GREATER THAN 10'. II Q I I �'V 1310.73TC 130 - 1 1.25FS I DRAINAGE SWALES SHALL E MINIMUM OF 0.5'DEEP AND CONSTRUCTED A MINIMUM OF 2'FROM THE TOP OF CUT OR FILL SLOPES. 1311.25TC 1310.23FL t42 LL 13. PROVIDE 5'WIDE BY V HIGH BERM N EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH. �i 0 1310.75FS� 1301.60 I T��i ,n L3021 03. / 14. PROVIDE A BROW.DITCH,DESIGNED TO HANDLE 100 YEAR STORM FLOWS ALONG TOP OF CLOT SLOPES. 1303.00FS '' I 15. NO OBSTRUCTION'OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. ii `� ,�o°j / 1306.9FL Q O 195 O O O - e - 18. A SOILS ENGINEER SHALL E RETAINED BY THE DEVELOPER,TO SUPERVISE GRADING AND PRONE A FINAL SOILS REPORT WHIN INCLUDES FOUNDATION it 13D9.5FL ,g> 1308.02TG I 1303.00FS REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS E SOIL C � O ^3' `? o� _ - 1303.00FF 1303.00FF 1302.63TC I 17. GRADING CEIMPICATIN BY T14E DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT 0Y A SOILS ENGINEER SHALL E SUBMITTED TO THE BUILDING r Z 1308.2R �9 1302.75FS 1302.13FL 0.711 30A AND @XYNEY:RING DEPARTMENT PRIOR TO ISSUANCE OF BULDING PERMITS. n W Y � 1303.00FS 1302.36FL/LP 18. THE SOILS ENGINEERING BVESTIGATKIN PREPARED BY MOORE TWINNING ASSOCIATES,INC.DATED MARCH 5,2018 SHALL L E CONSIDERED A PART OF INS 1308.7 ft V 1306.9FL °^ �� C1-3014 L I 1302.7OFS SUPERCENTER 1302.81FS/HP - GRADING PLAN,AND SHALL BE COMPLIED WITH. O O O O O O 4� 19. A REGSIETRED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFK:ATIN OF BUILDING PAD ELEVATION.WHERE SPECIFIC ELEVATIONS ARE II I 1305.9 1307.43TG p`o 1303 I 1302.86F5 #GO77�O� 1302.98TC REQUIRED,THE ELEVATION(WITH RESPECT TO MEAN SEA LEVEL)SHALL BE GIVEN.IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE S N BOT �"� 1302.45FS/HP 20 1302.48FS/HP REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL E GIVEN. - - N I 1309.2PAD / r 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. C-151-OR-NO 59 j 1 21. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL.E SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENT FOR p 1305.91T 1305.9 G �� 1302 I 1$8,424 SF(APPROX.) 1302.25TC I CUT AND FILL SLOPES OVER 30'IN VERTICAL HEIM. �+ O O O O O d 1301 75FL '1299.23RIM 22. A FINAL COMPACTION REPORT WILL E REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. � y F.F.E.=1303 1302.01 FS I 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO E PLACED,IT MUST E CLEARED,KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL u o/ H H SUPPORT.PREPARATION SHALL E APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL.SLOPES GREATER THAN 5:1 ARE 1 3$ 1301 J I 1302.86FS 02/12/18 RNA ^� REQUIRED TO BE KEYED AND BENCHED. n l 1308.1R 1305.06TG �� 1302.7 1303.00FF 1299 O 24. THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STARES. 73 13W.68TC/ 13W.SSTC 1301.99TC ( 1303.0 CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR I I it r c AREA:30.578 AC O)8 1306.9FL 1305.66TC 1301.49FL A UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BADKFILL OF ALLUVIAL,COLLUVIAL AND TERRACED AREAS AND ANY SUBSTRUCTURES. n 1 1305.16FL 1300.18FL 1300.OSFL EXACT LOCATION AND DIMENSIONS OF VESTIBULE,SLOPED 11i B.DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING AND FILLING OPERATIONS. 1309 PAVING,EXIT PORCHES,RAMPS AND TRUCK DOORS,PRECISE 1300 I ( C.WRING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL. i + 1305.66T tl BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS D.WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. er I r I 1301.97TC 1305.36FL 1304,97TC 1300.41TC T'2o 1300.30TC 1302.O'TC 1303.00FF 1301.47FL I 10 25. EROSION CONTROL:ALL GRADED SLOPES SHALL E PUNTED WITH ROSEA ICE PLANT OR ANOTHER APPROVED GROUND COVER AT TWELVE INCHES(121 ON 1i , r 1309.6PAD - O - 1301.SOFL 1301.-- 4.1 CENTER.SLOPES OVER FIFTEEN FEET 15' N VERTICAL HEIGHT,IN ADDITION TO GRIND COVER,SHALL E PLANTED WffFl IMPROVED TREES,SHRUBS,OR E 1 1 5.04RIM 1304.47FLy°Ir 1299.91FL 1299.8OFL --- ( ) 1310.39TC 1308.0IT q,8° 1304.37TG `ti/ \ 1302'65RIM ARCHITECTURAL PLANS MAX II 19 00MBINATIONS THEREOF.SHRUBS SHALL E PRINTED AT TEN FEET(10')ON CENTER;TREES TWENTY FEET(20')ON CENTER;COMBINATIONS FIFTEEN FEET(IT) e 1 1 1309.89FL 1305.51FL �' T 1302.75FS 1302 M > > `?TIT 1 45RIM a 1303.00FF t100 LF II N CENTER.SLOPES OVER THREE FEET(3')IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER �. 1302.77TC 1303.00FF rr i 1 1309.3FL 6° 1307,7FL 1305.27TC -- - 1302.27FL - I 3.00 1303.00F5 _--__-_1301.1I II APPROVED 1 l r 1304.77F5/HP •® 1302•y 26• APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST E USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT. rl 1 IIIIL 1302 84F51 I I 1 �C BSFL II 27. APPRW£D EROSION PRLVENTATNE DEVISES SHALL E PRONGED AND MAINTAINED DURING THE RAINY SEASON AND SHALL E IN PLACE AT THE END OF EACH 0 0 1302.71TC ' Ii DAYS WORK. r r + I I \ o p� o ^° n 1302 21 FS HP 1302.75F5 II 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS,h 1304.12RIM 1304.26TG / - '1303.tOF5 1302.70FS a1I II 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMDTEE. fr + l 1 I I 30' AN APPROVED SET OF GRADING PLANS SHAD.E N THE JOB SITE AT ALL TIMES. 1306.01TC 1.1% F 1302.58RIM 11297. F + 1 1 �� 3q, 31. SANITARY FACILIM SHALL E MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERATION. -��1305.51 R 1310,39TC�� T 1303.79TG O,yo O O O O O 1301.50TG 1302.71 RIM R• I 32. All SLOPES SHALL BE PUNTED AND IRRIGATION FACILITIES SHALL E PROVIDED FOR Al SLOPES IN EXCESS OF THREE(3)FEET VERTICAL HEIGHT WITHIN AT�+ r �/1309.89FLr----�1305.86fC `SOS '` �, I �"� I NINETY 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL E IN ACCORDANCE WITH ORDINANCE NO.882 PRIOR TO THE APPROVAL OF FINAL 130536� 1304 / ^° 23 `�� 1302.18RIM 1303.00FF ® � r o� 1297.75TC III NSPECTWN, I 1 1303.OFL/'- 1301.9FL- 1_I3Q3 ��.6x •g 1303.00FS 1303.00F5- 1297.25FL`, 1 .02RIM �,� 2� 1303.00FS p I L 33, ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND E SOLELY RESPONSIBLE FOR ANY DAMAGE TO 'P I EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS,WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PUNS. u r ' L _ - _� 1302.10TG .� I 1303.00FS 130.TIES I I o°j '34.:THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE(1)BLUE TOP PER FINISHED PAD,PRIOR TO ROUGH GRADE APPROVAL n i i 1300.9 a - 1302.51FS .'� m i BpT O O O ,��o' O I 3• 35. APPROXIMATE DATE OF BEGINNING OPERATION: OUTLOT 4 T � °j COMPLETION: p 1 r 1300.86TG `TO`/ 1302.91F5 13D2.91F5/HP 1302.51FS Y p 1296.89TC 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH MAXIMUM DIMENSION GREATER THAN THEE INCHES 3° WILL BE PLACED IN FILLS WITHIN ROADBED AREAS OR u AREA t0.679 AC w 1303.01TC 1298.4TTC I T / bo 1296.39FL ( ) n r l „� 1305.12TC 1304.1 OTC ° 1298.69F5 1299.09FS 1301.24T 1298.15RIM THREE FELT 3 OF FINISH GRADES,UNLESS THE LOCATION,MATERIALS,AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. G ll 1 r 1304.2PAD "�' 1302.51FL FL/ T2 I a 1300.85TC 1295.85TC (') o,;,, 1304.62FL 1303.60FL A p0° 1297.91 LP g 1300.74FL 121 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL ii i i I j 1303.65TC ti� 9 I �1300.35FL 1295.35R 38' GRADING PLANS WILL NOT E APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE WILDING DEPARTMENT. II I I 13041FL 1301. 300.3i.5R - 1303.15FL  1301.16RIM 1 1301.74RIL1 1 94.41TG 39. THS SIZE F145 OBTAINED A NAITONAL POLLUTION PREVENTION ELIMIN47K)N SYS11]A(NPDFS)PERMIT TO REGULATE MUNICIPAL AND INWSTRIAL STORM WATER _ 1 0.1 1300.33TG _ DISCHARGES. _ - it 1303.14TC 1298.94TC , -- / --- 'l...._, 1300.48TC I NPDES WDID j 04iE PERMIT ISSUED: 1303.23TC o 1300.87TC 1302.36TC h 1 r l 130264FS 1298.44FL __________ _______________ l 1 I 40. DRAINAGE EASEMENTS WILL E KEPT CLEAR OF ALL OBSTRUCTIONS.PER.NO WINDINGS OR WALLS SHALL E PLACED WITHIN EASEMENT UMTS.TEMPORARY i i it 1302.73FL _303.23TC 1298.50TC 129. 872TC 1300.37FL 1301.86FL HP ,+ 1299.98FL WITH 4'CHAIN-LINK FENCE I I I IMPROVEMENTS ARE SUBJECT TO REMOVAL AT OWNER'S EXPENSE. 1302.73FL 1298.00FL 1298.22FL f",7n x 1 1 j H NOTE: GRAPHIC SCALE H FOUNDATION SUBSURFACE PREPARATION a INSTALLATION/CONSTRUCTING CURB AND FOUNDATION SUBSURFACE PREPARATION WAIL-MART LATERALLY A MINIMUM 017 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'CURB OPENING AND JOB#2077-06,LATE 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 FEET T) 03/05/18 THE PROPOSED WILDING PAD AREA AND OVER-BUILD ZONE SHALL BE PREPARED BY OVERIXCAVATION 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 "O® L inch - 60 tL BE TO BE REMOVED(I.E.FOUNDATIONS,SEPTIC SYSTEMS,UTILITIES,ETC.),TO THE DEPTH TO REMOVE UNDOCUMENTED FILLS EXCEED REGULATORY ACTION LEVELS THAT WOULD CAUSE FOR REGULATORY ACTION IF BROUGHT TO THE ATTENTION OF TE REGULATORY - UNLESS SPECIFICALLY INDICATED OTHERWISE IN THE DRAWINGS AND/OR SPECIFICATIONS,THE LIMITS OF THIS SUBSURFACE PREPARATION ARE (ENCOUNTERED TO DEPTHS RANGING FROM i TO 81,h FEET BSG),T THE DEPTH REQUIRED TO REMOVE THE TREE ROOT SYSTEMS,TO A MINIMUM AGENCY HAVING JURISDICTION.'THE ENVIRONMENTAL SPECIA.STS CEIMFICA71N SHALL INCLUDE THE RATIONALE FOR THE TESTING PROTOCOL,THE HORIZONTAL DISTANC TO BE E EQUALRTO THE DEPTH OF ENGINEERED FILL BELOWON OF THE SITE DIRECTLY BENEATH MD STHE OUTSIDE EDGE OF BUILDING THESE IMPROVEMENTS,WHICHEVER IS GREATER. WHHIICCHHEVER PROVIDES THE BELOW DEEPE E%GVATIONN SITE GRADES,AND TO A DEPTH OF 2�e FEET EW THE BOTTOM Of THE FOUNDATIONS, PROCEDURES T£51NG LABOORRATOR,CHAIN OF THE CUSTODY DO THE CUMENTS,AN ANALYSIS tF THE RESULTS OF T OF MATERIAL TO BE IMPORTED TO THE THHE TESTS RELATIVE T SIGNED REPORTS O APPLICABLE THE LEGEND � ABBREVIATIONS .. APPURTENANCES ARE THOSE ITEMS ATTACHED T THE BUILDING PROPER(REFER TO DRAWING SHEET SPI),TYPICALLY INCLUDING,BUT NOT OVER-EXCAVATION SHALL INCLUDE THE ENTIRE WILDING FOOTPRINT AND OVERBUILD ZONE.THE BUILDING PAD IS DEFINED AS THE AREAS TO BE ACTIN LEVELS IN THE STATE OF CALIFORNIA,AND THE METHODS THAT WILL BE USED T ENSURE THAT THE MATERIAL DELIVERED AND PROPOSED BUILDING z XX.XX SPOT ELEVATION TO,THE BUILDING SIDEWALKS,GARDEN CENTER,PORCHES,RAMPS,STOOPS,TRUCK WELLS/DOCKS,CONCRETE APRONS AT THE OCCUPIED R THE BUILDING,ADJACENT SIDEWALKS,GARDEN CENTER,PORCHES,RAMPS,STOPS,TRUCK WELLS/DOCKS,CONCRETE APRONS, INCORPORATED INTO THE PROJECT 15 REPRESENTATIVE OF THE MATERIAL THAT WAS SAMPLED AND TESTED. AS A MINIMUM,THE SAMPLING AUTOMOTIVE CENTER,COMPACTOR PAD,ETC.THE VAPOR BARRIER,WHERE REQUIRED,DOES NOT EXTEND BEYOND THE LIMITS OF THE ACTUAL COMPACTOR PAD,ETC.,TOO A MINIMUM HORIZONTAL DISTANCE OF FIVE(5)FEET BEYOND THESE AREAS,OR T A HORIZONTAL DISTANCE EQUAL FREQUENCY AND ANALYTICAL TESTING PROTOCOL SHALL COMPLY D WITH THE PROCEDURES RECOMMENDED IN THE DEPARTMENT SAMPLING IN TOXIC x XX.XX T TP E CURB BUILDING. TO THE DEPTH E ENGINEERED FILL,WHICHEVER IS GREATER. SLOT CUTTING BELOW FOUNDATIONS WILL NOT E ALLOWED.UPON APPROVAL OF SUBSTANCES CONTROL,AILS(OR ADVISORY,CLEAN IMPORTED FILL MATERIAL;DATED ES.A L 2001. IN LIEU OF SAMPLING AND TESTING PROPOSED CURB OR CURB&GUTTER x XX.XX FS FINISHED SURFACE ESTABLISH THE FINAL SUBGRAE ELEVATION T ALLOW FOR THE CONCRETE SLAB AND AGGREGATE BASE. REFERENCE ARCHITECTURAL AND THE OVER-EXCAVATION BY THE WALMART CTL,THE SUBGRAEE SONS AT THE BOTTOM OF THE OVER-EXCAVATION SHALL BE SCARIFIED TO A AGGREGATE BASE MATERIALS(OR BEDDING SAND)FROM VIRGIN SAND I NDSOURCE GRAVEL SOURCES,A LETTER STATING THAT THE AGGREGATE BASE(OR - x XX.XX FL TOP OF 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 THREE(3)PERCENT ABOVE OPTIMUM MOISTURE CONTENT AND COMPACTED BEDDING SAND)COMPRISES MATERIALS ENTIRELY FROM NATURAL(VIRGIN)SOURCES AND THAT RACE AGGREGATE BASE(OR BEDDING SAND)IS RETAINING WALL x XX.XX TG TOP OF GRATE NON-CONTAMINATED MAY E PROVIDED BY THE CONTRACTOR. AFTER APPROVAL OF THE CONTRACTOR'S SUBMITTAL AND PRIOR T EING x XX.XX TOP TOP OF STRUCTURE OR DEPARTMENT OF TRANSPORTATION CALTRANSMIN STANDARD SPECIFICATIONS SECTION 26-DRY CLASS 2 AGGREGATE BASE,SHALL BE AS ENGINEERED FILL TRANSPORTED TO THE SITE,THE IMPORT FILL MATERIAL SHALL ALSO E TESTED AND APPROVED R THE RETAIL TENANTS CONSTRUCTION TESTING ® GRATED DROP INLET CASTING NON-RECYCLED,AND COMPACTED LL A MINIMUM OF 95 RETICENT OF THE MAXIMUM DR DENSITY DETERMINED RALL IN ACCORDANCE WITH AUIR BAND THE CONTRACTOR NFOR VERIFY IN WRITING N THE OWNER AND CEC THAT THE HORIZONTAL AND VERTICAL OVER-EXCAVATION LIMITS WERE LABORATORY(CTL)FOR THE ABOVE GEOTECHNICAL CHARACTERISTICS. THE CONTRACTOR SHALL ALLOW A MINIMUM OF SEVEN(7)WORKING DAYS z XX.XX TW FINISHED GRACE(9 TOP STANDARDS.THE CONTRACTOR SHALL TO RESPONSIBLE FOR EC PRIOR ACCURATE MEASUREMENTS FOR ALL CUT AND FILL DEPTHS REQUIRED AND COMPLETED IN CONFORMANCE WITH THE FOUNDATION SUBSURFACE PREPARATION.THE VERIFICATION SHALL INCLUDE SURVEY DATA H AN SCALED, FOR EACH IMPORT SOURCE TO BE TESTED BY THE CTL FOR COMPLIANCE WITH THE GEOTECHNICAL CHARACTERISTICS SPECIFIED HEREIN.. - 0 SIPHONICDETAIL BREAK CONCRETE STORM MANHOLE FINISHED WALL AGGREGATE A SHALL E E MATERIAL TO THE OWNER AND CEC PRIOR TO DELIVER OF THE AGGREGATE BASE TO THE SITE INDICATING P OPO THE AS-GRADED PLAN PREPARED SH A LICENSED SURVEYOR,DEMONSTRATING THAT THE HORIZONTAL AND VERTICAL OVER-EXCAVATION HAS BEEN LOADING DOCK WALLS SHALL BE BACKFUED WITH IMPORTED GRANULAR SACKFUL PLACED WITHIN TIDE ZONE EXTENDING FROM.THE BOTTOM OF SEE DETAIL ON SHEET C-7.0 z XX.XX BW FINISHED GRADE 0 AGGREGATE BASE MEETS THE MATERIAL PROPERTY REQUIREMENTS OF THE APPLICABLE SPECIFICATIONS AND IS NON-RECYCLED.ANY PROPOSED ACHIEVED.THIS VERIFICATION SHALL E PROVIDED PRIOR TO REQUESTING PAD CERTIFICATION. BOTTOM OF WALL J EQUIVALENT ALTERNATIVE BASE OF SUBBASE MATERIAL MUST BE SUBMITTED FOR APPROVAL WTTIAN 30 DAYS AFTER AWARD OF CONTRACT.ANY WET WEATHER CONDITIONS:CONTRACTORS SHALL ANTICIPATE THAT SUBGRAE INSTABILITY THE WALL FOOTING AT A 1 HORIZONTAL TO 1 VERTICAL GRADIENT T 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 SHALL BE DETALIED ONTHE O MANHOLE x(XX.XX) EXISTING ELEVATION CONSTRUCTION DRAWINGS.GRANULAR WALL BACKFILL SHALL MEET THE FOLLOWING REWIREMENTS: HP HIGH POINT LOCATION WITH RESPECT CONTENTS. WHERE WET,UNSTABLE SOIL CONDITIONS ARE EXPERIENCED,STABILIZATION MAY BE CONDUCTED BY USE OF A GEOTEXIILE FABRIC PERCENT PASSING 3-INCH SIEVE 100 X�_X% SLOPE ARROW LP LOW POINT TO BOTTOM OF SLAB ON GRADE MATE AND COMPACTED AGGREGATE BASE,N CHEMICAL(I.E.UME,CEMENT,ETC.)TREATMENT. THE CONTRACTOR SHALL INCLUDE IN THE BID THE PERCENT PASSING NO.4 SIEVE 85-IDO WAI Mean BUILDING P AREA, COSTS FOR STABIUZATIN OF ALL WET,UNSTABLE AREAS IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. NO CHANGE ORDERS WILL BE PASSING N0.21NI SIEVE 5-35 Fl CURB DROP INLET TOP 6 INCHES: AGGREGATE BASE(AS) ALLOWED FOR WET WEATHER CONDITIONS,WET SOIL,SOIL INSTABILITY,ETC.,OR MITIGATION MEASURES SUCH AS CHEMICAL TREATMENT, 6 TO 12 INCHES IMPORTED NON-EXPANSIVE ENGINEERED FILL GEOTEXILLE FABRIC,ROCK,SOIL IMPORT,ETC. INTERNAL ANGLE OF FRICTION 30 DEGREES -XX- PROPOSED CONTOUR BELOW 12 INCHES ONSITE SATISFACTORY MATERIAL WITH AN EXPANSION INDEX OF LESS THAN THE ON-SITE NEAR SURFACE SOILS ENCOUNTERED ARE PREDOMINANTLY SILTY SANDS WITH INIEREDDED LAYERS OF LEAN CLAY AND SANDY LEAN THE WILDING PAD SUBGRAE SURFACE,ALL FOOTING EXCAVATIONS AND EXPOSED SUBGRAEE SONS SHALL NOT E ALLOWED TO DR 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 CONTENT. THE EXPOSED SOILS SHALL BE CONTINUOUSLY MOISTENED _. EXISTING CONTOUR K CONTAINING NOT ENGINEERED FILL MORE THAN 3 PERCENT ORGANICS PLACED AS 50 3 INCHES IN LARGEST DIMENS ARE FREE OF ICS ION(WILLS E THAN UITABLE FOR USE AS BY GHT),FREE OF FILL MATERIAL BEELLOW TS AIDEPTHDEBRIS, OF 6 NCHESSIZED MATERIALS GREATER BE W THE RECOMMENDED OBSERVE TO ATHE BOTTOMS AND SIDES OF TTHN THE MOISTURE CONTENT EE OPTIMUM UNTIL FO NDA71ON EXCAVATIONS AND EXPOSED SOILS T VERIFY RIFYY THAT IS PLACED.THE M SHALL BE T THE REQUES BY TED SOILS CONTRACTOR ROPERLY _ _ _ _ pyEREXCAVATION&PAD UNITS TO DEWATERING NOTE: AGGREGATE BASE WITHIN THE BUILDING AND OVER-BOND ZONE AND DIRECTLY BELOW THE AGGREGATE BASE OUTSIDE OF THE BUILDING MOISTURE CONDITIONED. WHEN PERFORMING GRADING OPERATIONS DURING T LOCATION WITH RESPECT ( CONCRETE)SHALL NOT BE USED WITHIN THE BUILDING PAD AREA PERIODS OF WET WEATHER,PROVIDE ADEQUATE OVER-BUILD ZONE,PROVED THEY ARE PROPERLY MOISTURE CONDITIONED AND COMPACTED. THE UPPER 12 INCHES BELOW SLABS ON GRADE RECYCLED MATERIALS(SUCH AS PORTLAND CEMENT AND ASPHALTIC CNC FLOW LINE To BOTTOM OF STAB ON GRADE MATERIAL WITHIN THE WALMART BUILDING PAD PREPARATION UMITS SHALL BE SUPPORTED ON 6 INCHES OF CLASS 2 AGGREGATE BASE OR CRUSHED IMPORTED,NON-EXPANSIVE SOIL SHALL BE PL ACED ACED IN LOOSE LIFTS APPROXIMATELY 8 INCHES THICK OR LESS,MOISTURE-CONDITIONED TO DEWATERING,DRAINAGE,AND GROUND WATER OUTLOT BUILDING 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 ABOVE OPTIMUM MOISTURE CONTENT,AND COMPACTED TO A NN-YIELDING CONDITION AT A DR REFER TO MASTER SITE SPECIFICATIONS. BIO-RETENTION BASIN MANAGEMENT CONTROL MOISTURE . SOILS. TOP 6 INCHES: ONSRE SATISFACTORY NON-EXPANSIVE MATERIAL OR IMPORTED, ENGINEERED FILL,THE SUBS ON GRADEMAY BESUPPORTED ON A MINIMUM OF 10 INCHES OF NON-RECYCLED CLASS 2 AGGREGATE BASE OR DENSITY OF AT LEAST 95 PERCENT OF THE MAXIMUM DR DENSITY AS DETERMINED BYASTM TEST METHOD.01557.ADDITIONALLIFTS SHALL NOT NN-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 RATE PREVIOUS LIFT DID NOT MEET THE REQUIRED DR DENSITY OR IF SOIL CONDITIONS ARE NOT STABLE. _ BELOW 6 INCHES O�y SATISFACTORY Y W HFAN EXPANSION INCHES,FREE OF ROOTS OF LESS T AN 50,CONTAINING INCHES OF ENGINEERED FILL PLACED IN THE OUROT BUILDING PADS SHALL MEET THE BELOW REQUREMENTS. 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 SNAIL BE NON-EXPANSIVE,FEE OF RECYCLED AGGREGATE BASE MATERIALS AND GRANULAR IN NATURE WITH THE FOLLOWING THREE(3)PERCENT ABOVE OPTIMUM MOISTURE CONTENT,AND COMPACTED TOA NON-YIELDING CONDITION AT A DR DENSITY OF AT LEAST 95 GENERAL CONTRACTOR WORK TO BE COMPLETED L REMOVE SURFACE VEGETATIONS,TOPSOIL,ROOT SYSTEMS,ORGANIC MATERIAL,EXISTING FILL,AND SOFT OR OTHERWISE UNSUITABLE MATERIAL ACCEPTANCE CRITERIA RECOMMENDED. PERCENT OF THE MAXIMUM DR DENSITY AS DETERMINED BY ASTM TEST METHOD D1557. ADDITIONAL LIFTS SHALL NOT BE PLACED IF THE ALL WM O FROM THE BUILDING AREA. PERCENT PASSING 3-INCH SIEVE 100 PREVIOUS LIFT DID NOT MEET THE REQUIRED DR DENSITY OR IF SOIL CONDITIONS ARE NOT STABLE. (EARTHWORK,FINAL UTILITIES,AND FINAL GRADING)BY - SITE PREPARATION SHALL INCLUDE REMOVAL OF TEE ROOTS T REMOVE THE ROOT BALLS,AND ALL ROOT SYSTEMS GREATER THAN ABOUT 1/4 PERCENT PASSING NO,4 SIEVE 85-100 THE FOUNDATN SYSTEM SHALL BE ISOLATED SPREAD FOOTINGS AT COLUMNS AND CONTINUOUS SPREAD FOOTINGS AT WALLS. THE MU90NE DATE IN PROJECT DOCUMENTS.OUTLOT PASSING NO.200 SIEVE 15-40 THIS FOUNDATION SUBSURFACE PREPARATION DOES NOT CONSTITUTE A COMPLETE SITE WORK SPECIFICATION.INCASE OF CONFLICT,INFORMATION AREA TO BE KEPT FREE OF JOB TRAILERS AND STORAGE INCH IN DIAMETER.REMOVAL AT THE ROOT BALLS AND ROOT SYSTEMS MAY REQUIRE EXCAVATION TO DEPTHS OF UP TO ABOUT 5 FEET BSG. CONTRACTOR SHALL CONTACT SOILS CONTAINING ORGANIC MATTER SUCH AS ROOT CLUMPS,ROOTS EXCEEDING X NCH IN DIAMETER,WITH ORGANIC CONTENTS ABOVE 3 PLASTICITY INDEX LESS THAN 15 COVERED IN THIS PREPARATION SHALL TAKE PRECEDENCE OVER TINE ANAL-MART SPECIFICATIONS. REFER TO THE SPECIFICATIONS FOR SPECIFIC AFTER THE CONTRACT MILESTONE DATE FOR THE OUTLOT. PERCENT SHALL E COMPLETELY REMOVED AND NOT USED AS ENGINEERED FILL.THESE MATERIALS SHALL BE RAKED AND HAND-PICKED,OR EXPANSION INDEX(ASTM D4829) LESS THAN 15 INFORMATION NOT COVERED IN RATS PREPARATION.THIS INFORMATION WAS TAKEN FROM A GEOiECHNICAL REPORT PREPARED BY MIRE TWINING WM GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS 811 FOR LOCATION OF ALL SCREENED AS NECESSARY,TO REMOVE TREE ROOTS LARGER THAN'A INCH IN DIAMETER AND CONCENTRATED ROOT MASSES.LIMBS,TREE ORGANICS LESS THAN 3 PERCENT BY WEIGHT ASSOCIATES,INC.,DATED LARCH 5,2018(GEOTECHNICAL REPORT IS FOR INFORMATION ONLY AND IS NOT A CONSTRUCTION SPECIFICATION).. FOROUTLOT CONTRACTOR TO THE SPECIFIC PARCEL AT UTILITIES,AT LEAST 72 HOURS BRANCHES,ROOTS,ETC.SHALL NOT E DISCED INTO THE SOILS. R-VALUE MINIMUM 40 ALL TIMES AFTER MILESTONE DATE.DOCUPURMENTS AND OF PRIOR S BEGINNING STRIPPING SHALL BE CONDUCTED N AL AREAS E EXISTING SURFACE VEGETATION AND WHERE ROOT SYSTEMS ARE PRESENT.THE GENERAL SULFATES <0.05 PERCENT BY WEIGH OITLOT T PROVIDE PERMIT DOCUMENTS AND SWPPP CONSTRUCTION DEPTH OF STRIPPING SHALL E SUFFICIENTLY DEEP TO REMOVE TE ROUT SYSTEMS AND ORGANIC TOPSOILS.A MINIMUM STRIPPING DEPTH OF 4 MIN.RESIS'TMTY ��� �•V m•/3•(g >10,000 OHMS-CM OREUTQUL BY STATE/LOCAL REQUIREMENTS FOR SPECIFIC M INCHES IS RECOMMENDED.DEEPER STRIPPING MAY E REQUIRED IN LOCALIZED AREAS. STRIPPING AND CLEARING E DEBRIS SHALL EXTEND A MINIMUM QL 14 DAYS PRIOR TO IM NG FILL MATERIALS SUCH AS SOILS OR AGGREGATEv. MARK REVISIONS APPR, DATE OFESE PLANS DEVELOPMENTVE BEEN REVIEWED FOR COMPLIANCE AND/OR CITY AND STATE LAWS,AND AITH THE PERMIT MAY BEIATE SSUEDNDITIONS PREPARED BY: SEAL BENCHMARK: CITY OF LAKE ELSINORE ORAwlrvc rvuNeee: fS51 DESIGNATION}3433 AGENCY:RIVERSIDE COUNTY TRANSPORTATION COMMISSION. , �e ! ��� 30 Executive Park,Suite 100 ! DISC WITH f9G iU�G Irvine,CA 92614 oV,N N0Ugl9 etyy CONCRETE COLLAR. FEET.MONUMENT SOUTHWEST TYPE. FOUND U Gf2*BRAVENUE AND CAMBERN 10* t:949 296 0450 f:949 296 0479 ' ° AVENUE(DOWN 1.0').AGENCY:NGVD 1929 WALMART SUPERCENTER#2077-07 C AAAA 2■0 No. 4go39 29260 CENTRAL AVE LANE ELSINORE,CA 92532 4Z 21 - Exp.12 31 zo f SCALE: DRAWN: BB ON-SITE IMPROVEMENT PLANS SHEET 6 OF 3E 08/OS/19 G .REMON HABIB RCE 8315E DATE '�qTE, CIVT �aQ DATE: CHECKED: JP OVERALL RADING PLAN FILE No, AGANC CITY ENGINEER J OU AD RCE No. 46039 DATE OF CAV April 10, 2019 Filename:P:\2008\20ON0688\-CURREJNTDRAWNGS\-PRODUCTION FILES\ONSRE\200800688-C-2.0-PG - Plot Dote:4/10/2019 2:57 PM BY:N-1 Bri-o 1 1 2 3 4 5 - '6. 7 8 9 10 11 12 13 - 14 15 16 17 118 19 20 CAMBERN AVE \ GRADING NOTES /^ / \ •`` ` >r 1 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 / ff �, �'r.,� \ - jjj /.•'' LJ 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(1-80D-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 f/ �,/ .•`f �."� 1� =a _.-� GRADING OPERATIONS. \ r r --'^ -""'" "d-•'T1 f 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVE BY THE CITY ENGINEER. \ / d•/ ���.--"•'f ��p.'�..==_•�'�"�� - ff \ k 6. CUT SLOPES SHALL BE NO STEEPER THAN 2.5 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,AND SHALL BE SHOWN ON THE PLAN. \� /f !f -_• ��_nay^°""`-- ft - /f T,/"" -••'\ .J 7. FILL SLOPES SHALL BE NO STEEPER THAN 2.5 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,SHALL BE SHOWN ON PLAN, _ r' \ <" AND SHALL NOT HAVE LESS THAN 95%RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. B f .�r j �'�� -���- T �� - 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 95%DENSITY AS DETERMINED BY THE MODIFIED THREE LAYER AS.T.M.D-1557-70 TEST f „•r J �r .5 i / r''_ _ .- -7 METHOD. B 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 ! 10. ALL FILL MATERIAL SHALL BE CLEAN MIN.NO FILL SMALL BE PLACED UNTIL PREPARATION OF GROUND IS APPROVED BY THE SOILS ENGINEER. 11 FINISH.GRADE SHALL BE SLOPED AWAY.FROM ALL EXTERIOR WALLS AT NOT LESS THAN}"PER FOOT FOR A MINIMUM OF 3%THEN 1% 1316.3 _ __ __ f__ _ ° ^4 - __ �:vJ (MINIMUM)TO FLOWLINE OF EARTH SWALE rf 1 / 13jg �� --- -" --------�� ----------- __•-+ 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 / 1314.8FG 73 1312 C r/ _// I / 1315 1314 /74 ^' 1311 - r GREATER THAN 10'.DRAINAGE SWALES SHALL BE MINIMUM OF 0.5'DEEP AND CONSTRUCTED A MINIMUM OF 2'FROM THE TOP OF CUT OR L.•J ,�.r / .. 1313 .. /J / 1310 FILL SLOPES. 1316.2FG - - /S �-_ _ 13. PROVIDE 5'WIDE BY V HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH. _ 14. PROVIDE A BROW DITCH,DESIGNED TO HANDLE 1DO YEAR STORM FLOWS ALONG TOP OF CUT SLOPES. "r \ 1311.5FL 1 1315.02TC 1314.53TC �_309.16TC 1 1 1312.7FL t� B \ \I �.� 1314.52FS'1314.03FL I / lW8.66FS j 15. NO OBSTRUCTION OF D PLAINS ED NATURAL WATER COURSES SHALL BE PERMITTED. / 16. A SONS ENGINEER SHALL BE RETAINED BY THE DEVELOPER,TO SUPERVISE GRADING AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDES A / - 1312:BFI,/HP ' s ` j } / 1.6% 1309.42TC { 1 FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF SOIL 11 1 1312.7FL `� ,,.r1 # ! 1309.56TC 1308.92FS- { 17. GRADING CERTIFICATION BY THE DEVELOPR'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A SOBS ENGINEER SHALL BE /4 I ' �' ✓ w 1309'O6F5 { \'S\1A 1306 6'f SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS. f ( 1310.6FL N`1-. 1309.50TC.. t f 18. THE SOILS ENGINEERING INVESTIGATION PREPARED BY MOORE TWINNING ASSOCIATES,INC.DATED MARCH 5,2018 SHALL BE CONSIDERED A D _ j Irr I I. ' // '`� ! •,. 1309.00FS `ter +...,.. PART OF THIS GRADING PLAN,AND SHALL BE COMPLIED WITH. 4 T 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 \ 1 ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. `{31k)'^,- f `-(P)LIMEYS OF .^ r- 1309.95TC ",1308.86TC p 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. OVEREXCAVATION `° 312 1309.45FS 1308.36FS 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 1 !1 { i t 1308.25FS ` DEPARTMENT FOR CUT AND FILL SLOPES OVER 30'W VERTICAL.HEIGHT, 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. 1308.09TC""� {301 ,307.38TC 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE CLEARED,KEYED AND BENCHED INTO FIRM NATURAL E `-'- I / ' / 6u9 I 1309.25TC 1306.21TC 1307.59FS I 7.33TC 1306.88FS i SOIL FOR FULL SUPPORT.PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL 1 f r o ? SLOPES GREATER-:THAN 5:1 ARE REWIRED TO BE KEYED AND BENCHED. --f f !at 1308.75F5 1307.71FS \ 13�1306.72FS .83FS 1 OUTLOT 1 r {gi{ /� IIII 24 THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES. �T_ 1307.98TC 1307.8T N A UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACK ILL OF ALLUVIAL,COLLUVIAL AND TERRACED AREAS AND ANY ` ll 1312.9 PAD ' f/ /F o 1310.73TC 1310.47TC 1308.t0TC 1307.48FS- 07.22TC 1306.78 Z N SUBSTRUCTURES. AREA: t0.569 AC / 1 /1310.23FL 1309.97F5 1307.60F5 B. WRING ALL ROUGH GROW AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING AND FILLING OPERATIONS. I,g% 1�940� C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL .1---- 1308g0F5 i Lzr D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. 1311.257C 1308.941C 1308.32FS ? \ 1 = W 25. EROSION CONTROL ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT OR ANOTHER APPROVED GROUND COVER AT TWELVE / / ' ✓`J 1310.75-S 1 '� W ACMES(12' ON CENTER.SLOPES OVER FIFTEEN FEET(15')IN VERTICAL HEIGHT,IN ADDITION TO GROUND COVER,SHALL BE PLANTED F / { 0 /I ,y'�'` \ITT wo / / 130891TC WITH APPROVED TREES,SHRUBS,OR COMBINATIONS THEREOF,SHRUBS SHALL BE PUNTED AT TEN FEET(10'}ON CENTER;TREES TWENTY f k 1308.41FL 1305.2TNV y FEET(20')ON CENTER;COMBINATIONS FIFTEEN FEET(15')ON CENTER.SLOPES OVER THREE FEET(3')IN VERTICAL HEIGHT SHALL HAVE 1314.7FG f I / 1309.96TC 1308.8,TC / \ Q W PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. \ l ! O r L'' 1309F46FL k 1308.31 FL .F \ /, - 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE W \ f 1 I 13,1.OFL � i r 1305.1 01NV 1308.70TC f \f r �i 14 GRADING PROJECT. ' ! ,/ i 1306.9FL kO1310,18TC 1308.20F1, 28TC 1 27. APPROVED EROSION PREVENTATIVE DEVISES SMALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHALL BE IN PLACE AT 1\ THE END OF EACH DAYS WORK. 1309.68R 1305.251W �1307.78FS 1 _ I \ / -1-/1308.14TC ~1306.31TC° 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. -- I { o� 1306 i308.02TG _ - .1305.271NV i307.64FS 1306.38TC 1305.81F5 '•� - 30. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE. J I a'1 ,h /'Ft 05.07BJV 130588FS "^• 3(1. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. I 99TC - 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERATION. 1309.49FL I III I 1309 30TC 1308.62TC 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 ti � I I 1308.SOFS 1308.12F5 ° ,307.49Fs 1306.24TC 130570FS , - VERTICAL HEIGHT WITHIN NINETY(90)DAYS ARER COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH ORDINANCE NO. 2.0%1305.181NV (I( ! 1305.74FS -� f i I / ^oew I 1305.231W 1308.12TC j-""-'1 - 882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. W f I // 1309.5FL / {311}1 i307.62FS I 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE SOLELY RESPONSIBLE FOR f ( 1309.74TC 1309.12TC ! ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS,WHETHER OR NOT SUCH FACILITIES ARE I I k 1309.24FL 1308.62FS �� ! 1 /) SHOWN ON THESE PLANS. - (r1309.96F L 11 .2308.70F5 %�� 1 4.2% I 34 THE 344• THDESIGN ENGINEER SHALL BEGINNINGATE OF: MINIMUM (1)BLUE TOP PER FINISHED PAD,PRIOR TO ROUGH GRADE APPROVAL ! 1 1 27 q L /X� --"'. ! l - COMPLETION: H // !f 1308.95TC ,308.85TC/ y � .;� "•"' ' 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH MAXIMUM DIMENSION GREATER THAN THREE INCHES(3')WILL BE PLACED IN FILLS WITHIN 1308,45FL 1308.35Ft ` , ROADBED AREAS OR THREE FEET(3')OF FINISH GRADES,UNLESS THE LOCATION,MATERIALS,AND DISPOSAL METHODS ARE SPECIFICALLY r ,•-' ( y,. 1308. 1.2% ,.� 1306.9FL I Pr�1304.621W OTC 1308.73FS �- APPROVED BY THE SOBS ENGINEER. \ , j 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL, k 1308.940FL 1304.681W 1308.13TC, N/ 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT. o, •'' r O°j 1307.63FS 'f 39. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM(NPDES)PERMIT TO REGULATE MUNICIPAL AND 1311 FG / 1308.5FL >e r •y 1306.82TC 1305.61TC 1308'6 / 1M6•� 1306.32FS 1305.75TC 1305.11FS -INDUSTRIAL STORM WATER DISCHARGES. 3D4.5 1W �I� 1307.1 DFS/ 1 NPDES WDID DATE PERMIT ISSUED: 1304.SBINV 7 1 1306.35FS ,/ ,305.25F5 1 40. DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS.NO BUILDINGS OR WALLS SHALL BE PLACED WITHIN EASEMENT LIMITS. I r 1307.91TC 1306.66TC 1305.46TC J i 130&7FL 2.3% \ 1307.41F5 E TEMPORARY IMPROVEMENTS ARE SUBJECT TO REMOVAL AT OWNER'S EXPENSE. 1309-Y~=(P)UMTIS OF ' I� 1306.55TC 1SO4.601NV ,307.94TC /i 1306.169F5 1306.i8F5� ,305.10FS'-., 1304.96FS� i 1 I F OVEREXCAVATION I 1307.44F5 l� T308.05F1 • 1304.681NV-• - / -.••�' / k 13S.35TC 1308.03TC/ 7.% 1308.9FL/HP-"-`T ' / BASIN 1�7•` 1307.s3F5 i 1 GRAPHIC SCALE NOW.INSTALIATION/CONSTRUCTING THE FOLLOWING; f / 1304.621NV 130802TC/ r 20 0 10 20 CURB,CURB AND GUTTER,2'CURB OPENING AND d9% f •� 1308.14TC 1307,52FS,,._- ` 2'STEP OUT SLAB PER SITE PLAN SHEET C-1.0 OUTLOT 2 I 1305.9 SOT r 6 1309.2 PAD I '� 2 s t3ozsaFL AREA: f0 1307 C r 1307.41TC .7i 1 AC k .52T 1306.91FL ~ 1 inch= 20 ft. 1307.02FI. ^' '� I f .. 1303.211Nv 1306.79FS - ( 130747TC 1303.41NV 1 - � I� p 130697R - _ I 1305.75TC / 1304.56TC'^ - - - - 1309 �. J- k 1307 39TC - f`r 1305.76TC 1305.25FS ^ ^+ �i306.89FL � 1304.57TC 1304.O6F5 ff 1 1 I \< 2.8% ,3o7zoic f f� 1304.D7FS :1 SH€ET�C- SHE C-2. 303.09IN K - i - - _ _f LL J _ -- - _�( - 70f1 i303.,TIN 1 .601C�0.uuf�i 1304.411C 1304.40TC 1305.1� i303.91 1303.90F5 D D I� T INE LEGEND ABBREVIATIONS A CHL . . . . . CONTRACTOR FOR OR SHALL CONTACT SEE SHEET C-2.4 PROPOSED BUILDING -XX- PROPOSED CONTOUR x XX.XX SPOT ELLVATION q 811 FOR LOCATION OF ALL NOTE:SECTION DETAILS ARE SHOWN ON SHEET C-2.7 i d UTILITIES,AT LEAST 72 HOURS x XX.XX TIC TOP�CURB PROPOSED CURB OR CURB&Gl1T1ER ----XX-- - EXISTING CONTOUR x XX.XX FS FINISHED SURFACE PRIOR TO BEGINNING x XXXX R TOWLINE CONSTRUCTION D ALERT TO CONTRACTOR: RETAINING WALL WEREXCAVAl10N&PAD LIMITS x xx.xx TG TOP OF GRATE ;I -2.4 I SHEET C- I T C- x XX.XX TOP TOP OF STRUCTURE OR CASTING L ® GRATED DROP INLET FLOW LINE x XX.XX IOU FINISHED GRADE 0 TOP OF WALL CLDI ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK, x XX.XX Bw FINISHED GRADE 0 BOTTOM OF FINAL UTILITIES,AND FINAL GRADING)BY THE MILESTONE DATE IN SIPHCNIC BREAK CONCRETE STORM BID-RETENTION BASIN WITH X(XX.XX) WALL 14 1s' DEWATERING NOTE. PROJECT DOCUMENTS.OUTLOT AREA TO BE KEPT FREE OF JOB TRAILERS 0 MANHOLE SEE ETA&PER ONSITE 6"PERFORATED PVC UNDERDRAINS HP EXISTING ELEVATION AND STORAGE AFTER THE CONTRACT MILESTONE DATE FOR THE OUTLOT. IMPROVEMENT PLANS AT 0.5%MINIMUM SLOPE SPACED LP HIGH POINT - - -�- - ^'�-- ----�--- - - - WHEN'PERFORMING GRADING OPERATIONS DURING PERIODS OF WM GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUTLOT WET WEATHER,PROVIDE ADEQUATE DEWATERING,DRAINAGE,AND CONTRACTOR TO THE SPECIFIC PARCEL AT ALL TIMES AFTER MILESTONE p STORM DRAIN MANHOLE Al O.C.WNH PERFORATIONS P - GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. DATE.PURCHASER OF OUTLOT TO PROVIDE PERMIT DOCUMENTS AND ANGLL ED DOWNWARD(IYP.) GRADINN G KEY NOTES REFER TO MASTER SIZE SPECIFICATIONS. SWPPP REQUIRED BY STATEAOCAL REQUIREMENTS FOR SPECIFIC OUTLOT. X Xx% SLOPE ARROW (� KEY MAP INSTALL 2'CURB OPENING PER DETAIL'k'ON SHEET C-6.3. NOT TO SCALE M r�✓. 8'!?•/9 a CURB DROP INLET ESE PLANS DEVELOPMENTVE BEEN REVIEWED FOR AND/OR CITY AND STATE LAWSCOMPLIANCE AND A PERMIT MAY BE(ATE ISSUED NOTIONS PREPARED BY: SEAL BENCHMARK. CITY OF LAKE ELSINORE °RAW"°"°N9ER: MARK REVISIONS APPR. DATE OF 30 Executive Park,Suite e 100 / ELEVATION: (16.96 AGENCY:RIVERSIDE COUNTY ND 2'BRTATION COMMISSION. 10 Irvine,CA 92614 s9'O,AN r90�Y� CONCRETE COLLAR LOCATION:MONUMENT SOUTHWEST CORNER CENTRAL AVENUE ANDRASS DH CANBERN T:949 t:949 296 0460 296 0479 z m AVENUE(DOWN 1.0').AGENCY:NGVD 1929 WALMART SUPERCENTER#2077-07 _2■1 No. 46039 29260 CENTRAL AVE LANE ELSINORE,CA 92532 - � �.�_ � z I_ka� a Em•1z 31 z0 o SCALE: 1° = 20' DRAWN: BB ON-SITE IMPROVEMENT PLANS SHOT 7 OF 3t! HABIB 08/08/19 GRADING PLAN FILE No. RA&RN8 CIITY ENGINEER E 83156 DATE J OU*ADRCE No. 46039 DATE �41F OFIVCa\ DATE: CHECKED: JP April 10, 2019 3Z(p Filename:P:\2008\2008006W\-CURRENIDRAWINGS\-PRODUCTION FILES\0NSITE\200800689-C-2.1 -C2.7-PG - Plot Dete:4/10/2019 3:05 PIA BY:Nml Bri.eno 1 1 2 13 1A 1 5 16 1 7 18 19 110 111 112 1 13 114 115 1 16 117 118 119 120 ___ �_ GRADING NOTES ------------------------------------------- --"_•----- _�_____ ___'"-'�_-- - 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY P TAKE ELSINORE MUNICIPAL CODE CHAPTER 15.72 AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE C.B.0 APPENDIX CHAPTER 33. A ' - - GA�ABERN AVE , \\ } rl _re \"•.� 1 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINORE PRIOR TO ANY OPERATIONS. 1 r✓ ? ) f f f''4 j 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 VERTICAL,UNLESS OTHERWISE APPROVED,AND SHALL BE SHOWN ON THE PUN. 7. FILL SLOPES SHALL BE NO STEEPER THAN 2.5 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,SHALL BE SHOWN ON PLAN, \ g-- p 1 't AND SHALL NOT HAVE LESS THAN 95%RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. B 4`'� �i"� - ,1 '� } / 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 95%DENSITY AS DETERMINED BY THE MODIFIED THREE LAYER A.S.T.M.D-1557-70 TEST 9. DEBRIS,SCARIFIED,AND INSPECTED BY THE GRADING INSPECTOR AND APPROVED rr r METHOD. FILL AREAS SHALL BE CLEANED P ALL VEGETATION AND DER SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL.. _ - 717 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH.NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS APPROVED BY THE SOILS ENGII ATIM. - 1306.32TW �" ��""- � _ -� 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN k"PER FOOT FOR A MINIMUM OF 3',THEN i% -- - --- - - MINIMUM TO FLONUNE OF EARTH SWALE. --- - --- - - - - 12 - -- -- r-ems-'_ ' C 1306.3�1------�'-1306 �' � ,DRAINAGE SWALFS SHALL BE MINIMUM OF 0.5 DEEP AND CON A MINIIAUM OF 2 FROM THE TOP OF UT OR -----_- 1305 ;w GREAIUER�NO PAD AND DRAINAGE SWAIE SLOPE SHALL BE 1%I CUT OR FILLS LESS THAN ORC LL 10',AND 2%IF CUT IS 13 7 1306.1 BW 1304 �c'� FILL SLOPES. 1309 _ IG.ATW _ i�•�� 1303 13. PROVIDE 5 WIDE BY 1'HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH. t307 - / i . .,.- .`-1302 t - 14. PROVIDE A BROW DITCH,DESIGNED TO HANDLE 100 YEAR STORM FLOWS ALONG TOP OF CUT SLOPES. 1306.98TC 1306.26TC 15. NO OBSTRUCTION OF FLOOD PINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 1306.93TC 1304.79TC / 1306.48E 1305.76FL 1302.3FL p 1306.43FS I C 1304.29FS r- - {� i /� '� i6. A SOTS ENGINEER SHALL BE RETAINED BY THE DEVELOPER,TO SUPERVISE GRADING AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDES 1307.88TC I 1304.64TC, -_--- ---,1-ti_- - _----- FOUNDATION REQUIREMENTS REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF SOIL. .,1308.29TC 1307.36F5 7 R'TI 1304.14FS 1304.50TC - 1305.681W 1302.538W \ 17. GRADING CEICATON BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS ENGINEER SHALL BE 1308 i 1307.79FS ��2 t r �a 1304.00F'S N SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENT PRIOR TO ISSUANCE OF GILDING PERMITS. D 1 �.; i' \� \,.•�' 1304.59TC i \� 18. ?HE SOLLS ENGINEERING INVESTIGATION PREPARED BY MOORE TWINNING ASSOCIATES,INC.DATED MARCH 5,2018 SHALL BE CONSIDERED A 1304.08FS f ' r I WNW GUARD I PART OF THIS GRADING PUN,AND SHALL BE COMPLIED WITH. / 1 SEEDALL AT RIG 1. 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION.WHERE SPECIFIC e ELEVATIONS ARE REQUIRED,THE ELEVATION(WITH RESPECT TO MEAN SEA LEVEL)SHALL BE GIVEN.IF AN ELEVATION WITH RESPECT TO 1 J I ADJACENT GROUND SURFACE IS REWIRED,THE ACTUAL 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. BILITY 1306.02TC 1305.98TC \ �„�......✓` 1304.43TC 21. STAR"CALCULATIONS WITH 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 13D4.44TC 1303.93FS 2.0% 1 DEPARTMENT FOR CUT AND FILL SLOPES OVER 30'IN VFJ7ITCAL HEIGHT. 1 ! 1305.82F5 1303.94FS 1304.11TC ' 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. ! 1305.84TC 1303.61FS 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE CLEARED,KEYED AND BENCHED INTO FIRM NATURAL 1 130E i'R / 1305.34FS ' z (P)ADA GUARDRAIL 1 E r SON.FOR FULL SUPPORT.PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL _ 1306.28TC 13 SLOPES GREA30 THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED. 1305.78FS 1303.76FS 24. THE SOTS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES. 1307.O6TCl 1306.75TC 1306.37FC d, FS®nV 1 IY A UPON COMPLETION P CLEARING AND WRING EXCAVATION AND BEFORE BACKFlLL P AIJ.WAI,COLLUUAL AND TERRACED AREAS AND ANY NIL 1307.00TC 1306.56FS \ 1306.70 C 1306.25F5 1306.381E 1305.87F5 SUBSTRUCTURES. Z N 1 _1306.50F5 X 106.20FS 1305.BBF5 T 1304.06TC 1 2.70' 1W2MBW 1 Z M B. WRONG All ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING AND FILLING OPERATIONS. 1303.56F5 V 1 1306.96TC 1306.65TC�� 1306.24TC 1305.94TC 1 P 1303.67TC p C. WRING INSTALLATION P BIPITRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL. 1304.1 1306.9OTC r 1306.46FS 1306.60TC�i1306.15FS 1306.25TC 1305.74F5 1305.44FS 1304.92F5 1 ?O-? 1303.62FS 1303.t7FS 1 V D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED WRING CONSTRUCTION. 1 73TC / (P) RETAINING WALL F 25. EROSION CONTROL:ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT OR ANOTHER APPROVED GROUND COVER AT TWELVE Z N 1306.40F5 r 1306.10FS 1305.75FS `` 130323F5 INCHES(12'ON CENTER.SL.OpES OVER FIfEEN FEET(15')IN VERTICAL HEIGHT,IN ADDITION TO GROUND COVER,SHALL BE PLANTED F W I .,_ /' �'•-.._1 \`�•." 1304.02TC UMS �� / W WITH APPROVED TREES,SHRUBS,OR COMBIMAIIONS THEREOF.SHRUBS SHALL BE PLANTED AT TEN FEET(10')ON CENTER;TREES TWENTY N ! 1'�6 ,� "�'•�.., �. 1303.52FS s (P0IEREYCAVATION" \ y FEET(20')ON CENTER;COMBINATIONS FIFTEEN FEET(15')ON CENTER.SLOPES OVER THREE FEET(S)IN VERTICAL HEIGHT SHALL HAVE 1..,,•, �/ - ^. r�.. _..,`EX \'II d F W N � -PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. W V Q 1yT1� 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE C W GRADING PROJECT. y - I W 27. APPROVED EROSION PREVENTATIVE DEVISES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHALL BE IN PLACE AT G } `� /`£ - ~ 2.7 U THE END OF EACH DAYS WORK. 1303.56TC 1303.36TC 28. ALL Wes(SHALL CONFORM I O THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. 1303.O6FS 1302.86FS d 1 } ' 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE. } / RETAINING WALL DETAIL. 30 AN APPROVED SEr OF GRADING PANS SHALL IE ON THE JOB SITE AT ALL TIMES 1OTC I ' 31' SANITARY FACN111ES SHALL HE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERATION. I / 1304.79TC } f 1303.i6TC 1301.60FL/LP�\ ' NOT TO SCALE I 32. ALL SLOPES SHALL PLANTED AND IRRIGATION FACILITIES SHALL PROVIDED FOR ALL SLOPES IN EXCESS P THREE(3)FEET 1 1305.71TC 1305.36TC 1305.06TC \ 1302.66FS 1305.65TC7 P305.21FS 305.31TC 1304.BBFS.,�-- 1305.00TC 1304.56FS / 1304.75. 1304.29FS 4 VERTICAL HEIGHT WITHIN NINETY(90)DAYS AFAR COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE MATH ORDINANCE NO. �1305.15FS 1305 1304.81FS >'" 1304.50FS -•"""� 1304.23FS o } 1303.34TC 1'30.94 1301.62FL 1301.65FL 802.PRIOR TO TIE.APPROVAL OF FINAL INSPECTION. 130 7 05. 1304.96TC f 1304.70TC 1 1�2 ~1 may",,• 1302.44PS-�..�..-• 1 18YC • 33. ANY CONTRACTOR-PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE SOLELY RESPONSIBLE FOR 1305.54TC 1305.10F5 1305.207C 1304.76FS 1304.91TC 1304.46F5 1304.64TC 1304.20F5 l 1 O O 1301 FL 1302.75FS ANY DAMAGE TO EXISTING FACILITIES RESULTING ERECTLY OR INDIRECTLY FROM HIS OPERATIONS,WHETHER OR NOT SUCH FACILITIES ARE 1305.04FS 1304.70F5 1304.41F5 1304.14FS { \` 130.397C 0 • SHOWN ON THESE PUNS. I 34. TFE DESIGN ENGINEER SHALL PROVDE A MINIMUM OF ONE(1)BLUE TOP PER FINISHED PAD,PRIOR TO ROUGH GRADE APPROVAL f/ ` �'.• f 13o\EFL ~ I • r_ LEGEND I 35. APPROXIMATE DATE OR O OPERATION: H r' 1` �l 1 T - 1302.37rC 1302. C 2.7% 1301.87FL 1301.85PL I t--\ PROPOSED BUILDING I IRREDUCIBLE MATERIAL WITH MAXIMUM DIMENSION GREATER THAN THREE INCHES(T)WILL BE PLACED IN FILLS WITHIN '' THREE FEET(S)P FINISH GRADES,UNLESS THE LOCATION,MATERIALS,AND DISPOSAL METHODS ARE SPECIFICALLY • PROPOSED CURB OR CURB& APB BY THE SOILS ENGINEER. 1 rt - •/ ` j 'e '% I w "rr.-� • GUTTER 37. THE ENGI4,kR MUST SET CUM STAKES FOR ALL DRAINAGE DEUCES AND OBTAIN INSPECTION BEFORE APPROVAL 1302.88TC 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAIWNG WALLS ARE APPROVED B'THE BUILDING DEPARTMENT. r 39. TONS SINE HAS OBTAINED A NATIONAL POLLUTION PRENIENTION1 2.79TC 1 1302.3NIS \\ 1 2.75% RETAINING WALL �. INDUSTRIAL. IA.STORM WILL�KEPT CLEAR P ALL OBSTRUCTIONS.ELIMINATION SYSTEM(NPDES)PERMIT TO REGULATE MUNICIPAL AND 1 / 130.. \ �. �..�. •., 0 F--`.-.�„-.,._,. © 1 N�U5IMAL STOI211 WATER DISCHARGES. 1302.41FS` \ I e d GRATED DROP INLET NPOES WDIO} DATE PERMIT ISSUED: r'f / UCTIONS.NO BUILDINGS OR WALLS SHALL BE PLACED WITHIN EASEMENT LIMITS. 1304.23TC 1363.97TC L_1303.78TG _1303.62TC 1 .14TC ,\ 1\ }} �a„_.r! C7 SIPHONIC BREAK CONCRETE STORM TEMPORARY IMPROVEMENTS ARE SUBJECT TO REMOVAL AT OWNER'S EXPENSE. 1304.21TC 1303.73FS 1303.92TC 1303.47FS 1303.72TC 1303.28FS -'�'-1303.7TC 1303.12FS 1303.18TC 1302.64FS \ 1302.12FS i i;t •�`TC r MANHOLE SEE DETAIL PER ONSITE 1303.71FS 1303.42FS 1303.22FS 1303.07F8 1302.68FS 1302.74TC \ 2 ` 13p1.95FL r� IMPROVEMENT PLANS I 1 1304.13TC 1303.88TC .7 1303S4TC 130.03TC 1302.24F5 A1302.40FS \\ \ \��C"`1302.70F5 1 13114.pgTC 1303.63FS 1303.82TC 1303.38FS 1303.64TC 1303.20F5 1303.50TC 1303.04FS 1303.06TC 1302.53F5 \ \ \ 1303.59F5 \ 1303.32FSr 1303.14FS 1303.ODFS 1302.56FS 0 O STORM DRAIN MANHOLE N } 1302.49TC NOTE:INSTALLATION/CONSTRUCTING THE FOLLOWING; f y " 1301.99FL -. - 2'STEP OUT AND GUTTER, SITE PIANB OPENING CIO-1 00 I a X�XX% SLOPE ARROW . \l �7303 1 2.68TC } ` \ 13D.86FS M CURB DROP INLET 1302.18FS 1302.63TC \ 0 QF L - 1302.67TC1302.1 \ -XX- PROPOSED CONTOUR 1 1 1 I 3F5 \ f 1302.17FS 1 asl u,l f 1 �. \ ~�� ---•_XX_._r_ EXISTING CONTOUR - i 1.5% \ \ 130.81TC 1 02.26FS OVERE(CAVATION&PAD UNITS \•\ �..--(1 )"".•l 1302.31FS 1 \ \ FLOW LANE p f) 1302.72TC \ I \ 1 1302.22E { } \ 1 EET - :1 SHE C-2. 1303.49TC 1 1302.45TC 1302 1302.28TC 1302.28TC 130.35TC 1302.57TC BOO-RETENTION IB451N WITH 6• ) r 1303.52TC 1302.99FS 1302.36TC 1301.95FS 1302.20TC 1301.78FS 1302.2 C 1301.78FS 1302.28TC 1301.m 1302.49TC 1302.O7FS i�{� i t PERFORATED PVC UNDERDRAWS AT 1 I, F(�° ° K 1303:02F5. 1301:86F5 __.... -'""1301.70F5 ,'•"�.,11.72F5 f/ 1301.78FS 1301.99FS I-f-I i I I ( 0.5%MINIMUM SLOPE SPACED AT 5' Qe ° _ 1302.BOTC { O.C.WITH PERFORATIONS + 1303.35TC 7 .33TC 1302.25TC 1302.34TC� 1302.09TC 1302.181C 1302.15TC 1302. C 1302.27FC 130.34TC 1302.48TC /f 1302.30FS 1 r r 1301.84F5 1301�59� 1301.68FS 1301.�5 ��.72FS r -�7- r 1301.84FS _ 1_- r 1 Or- _ �302.85FS 13_2•IFS 1301.75F5 1. r r r ■. r NOTE: SECTION DETAILS ARE SHOWN ON SHEET C-2.7 MATCHLINE - ABBREVIATIONS SEE SHEET Cr2.5 x XXXX SPOT ELEVATION ' Q •' ALERT TO CONTRACTOR: x X.X TOPof CURB a -2.4 - ° X x SHEET C- T C- . L z XX.X.XX FS FS FINISHED SURFACE •XX FL RWYUNE ) a: . ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK, �y z XX.XX TG TOP OF GRATE FINAL UTILITIES,AND FINAL GRADING)BY THE MILESTONE DATE IN ® x XXXX TOP TOP OF STRUCTURE OR CASTING i4 - PROJECT DOCUMENTS.OUTLOT AREA TO BE KEPT FREE OF JOB TRAILERS DEWATERING NOTE: x XXXX TW FINISHED GRADE 0 TOP OF WALL - CONTRACTOR SHALL CONTACT -L - .,--,erl__ 811 FOR LOCATION OF ALL AND STORAGE AFTER THE CONTRACT MILESTONE DATE FOR THE OUTLOT. GRAPHIC SCALE z XX.XX BW FINISHED GRADE®BOTTOM OF WALL WM GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUTLOT WHEN PERFORMING GRADING OPERATIONS WRING PERIODS OF 20 0 10 20 z(XX.XX) EXISTING ELEVATION UTILITIES,AT LEAST 72 HOURS CONTRACTOR TO THE SPECIFIC PARCEL AT ALL TIMES AFTER MILESTONE WET WEATHER,PROVIDE ADEQUATE DEWATERING,DRAINAGE,AND HP HIGH POINT - PRIOR TO BEGINNING DATE.PURCHASER OF OUTLOT TO PROVIDE PERMIT DOCUMENTS AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. LP LOW POINT KEY MAP CONSTRUCTION SWPPP REQUIRED BY STATE/LOCAL REQUIREMENTS FOR SPECIFIC OUTLOT. REFER TO MASTER SITE SPECIFICATIONS. ( IN FEET ) M ��Yvh 377-731-9 1 inch = 20 ft. NOT TO SCALE 'i OFESE PLANS DEVEL PMENTVAND/OR CITY AND STATE LAWS,AND AITH THE APPROPRIATE PERMIT MAY BE ISSUED.NDTONS PREPARED BY: SEAL I BENCHMARK: CITY OF LAKE ELSINORE °R"V""°NUMBER: MARK REVISIONS APPR. DATE FSV DESIGNATION#3433 AGENCY:RIVERSIDE COUNN.TRANSPORTATION COMMISSION.30 Executive Park,Suite 100 NOU ELEVATION:1316.96 FELT.MONUMENT TYPE: FOUND 2"BRASS DISC WITH 10' Irvine,CA 92614 0� 2q CONCRETE COLLAR,LOCATION:SOUTHWEST CORNER CENTRAL AVENUE AND CAMBERN Skmbergfarr t:9492960450 f:9492960479 � N R Q % AVENUE(DOWN 1.0').AGENCY:NGVD 1929 WALMART SUPERCENTER#2077-07 C,2■2 1 / m 29290 CENTRAL AVE LANE ENT PUNS CA 92532 4"ExP 1z/31920 n SCALE: 1" 20 DRAWN: BB ON-SITE IMPROVEMENT PLANB SHEET 8 OF� REMON HABIB RCE 83156 DATE 08/08/19 U?4lf clv%A' dp DATE: CHECKED:-JP GRADING PLAN FILE No. tAeRH6 CITY ENGINEER J OUR AD RCE No. 46039 DATE OF CNVA April 10, 2019 FIlename:P:\2006\200800688\-CURRENNRAWRGS\-PRODLXIM FILES\ONSITE\200800686-C-2.1 -C2.7-PG Plot Dote:4/10/2019 3:05 PM 6Y:Noel Bri- 1 2 3 14 1 5 6 7 18 1 9 10 it 112 113 14 115 116 17 18 19 120 �_-., -- -- -- --- _- �77""_ �__•._� --i--- '�-- GRADING NOTES r _ - �__ lam ' -- --a-=--=--------------------a-----_--------------- ____-_--- ----_-- --- ----a -------- 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE MUNICIPAL CODE CHAPTER 15.72 AND APPUCABLE - ----�c� STANDARDS AND SPEC9iCATKINS AND THE LATEST FATRON OF THE C.B.0 APPENDIX CHAPTER 33, A 1 / �``` './ f CAMBERN AVE �`�. ,,/ �,f` i 2. A PERMIT SHALL BE OBTAINED FROM 141E ENGINEERING DEPARTMENT,CRY OF LAKE ELSINORE PRIOR TO ANY OPERATIONS. 1^-- f `•.j / i I 3. ��DEVELOPER AN PRIOR TO D/OR E CONTRACTOR SHALL NOTIFY All.UTILITY COMPANIES AND U.SA ALTER(1-80D-422-4133)FORTY-EIGHT(48) G. 4. THE CONTRACTOR SHALL NOW'(THE CRY ENGINEERING DEPARTMENT AT LEAST TWENTY-FOUR(24)HOURS IN ADVANCE OF BEGINNING 5. OUSTING SHALL BETICONTROLLED BY WATERING OR OTHER METHODS APPROVE BY THE CRY ENGINEER. 1 f 6 TCUT HE SLOPES SHALL BE NO STEEPER THAN 2.5 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,AND SHALL BE SHOWN ON PLA7. FILL SLOPES SHALL BE NO STEEPER THAN 2.5 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,SHALL BE SHOWN ON PLAN, 8 AND SHALL NOT HAVE LESS THAN 95%RELATIVE COMPACTION OUT TO THE FINISHED SURFACE 1 1 E } \\ \\ ~ 8. FILLS SHALL BE COMPACTED MOI)GNOUT TO 95%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 SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL \tt X 10 ALL FILL MATERIAL SHALL BE CLEAN EARTH.NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS APPROVED BY THE SOILS { 1291.951NV 17 FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN}"PER FOOT FOR A MINIMUM OF 3',THEN 1% _ -- _- - ,�„�_..' \y (MINIMUM)TO FLOWUNE OF EARTH SWALE. - --- ---- - ---- -- ----- ------- - -r - 1302 I -� r -r �` 1 - jl� 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 1304 -1 DI I \ ,! 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 1301.1FL 1303 1302 Xl� 1297.7FL 00 x I FILL SLOPES. -1301_ _ _.. - 1299 ~ I� t`` 13. PROVIDE 5'WIDE BY V HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH. . . . . . . . . w �. 1291.311NV 1•29 I / 14, PROVIDE A BROW DITCH,DESIGNED TO HANDLE 100 YEAR STORM FLOWS ALONG TOP OF CUT SLOPES. 730.39 w_ Z 15 NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 1302.90FS -R 91 ;i I 1 i 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER,TO SUPERVISE GRADING AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDES __ \-----�-- -- --------- - ------- - -- ------- - - - 129E FWNDAITON REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF SOIL 1302.9FG \ \ 1291.781NV I 1 i1295.7FL I I I 1291Jfi1NV I 1 IT GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS ENGINEER SHALL BE 129E 61NV 13Q3, ( -� # I 1 SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS. D ( - \ j y I _ (1302)_ I 1 18. T4IE SOTS ENGINEERING IFAESWATION PREPARED BY MOORE TWINNING ASSOCIATES,INC.DATED MARCH 5,2018 SHALL BE CONSIDERED A \ I i III I I I 'I - I I I ( 4.1 1 I ( CIVIL,ENGINEER OF THIS GRADING PLAN,AND SHALL BE COMPLIED M. l I I I I I I M I I . A REGISTERED CIVIL, OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION.WHERE SPECIFIC 1 �.. \\\ ) 1291.79INV1, , II r MATIONS ARE REQUIRED,THE ELEVATION(WITH RESPECT TO MEAN SEA LEVEL)SHALL BE GIVEN.IF AN ELEVATION WITH RESPECT TO LEGEND t I 7�'� r�11296.20TG ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE ABOVE 714E ADJACENT GROUND SHALL BE GIVEN. PROPOSED BUILDING I rb - 191.071NV \ 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. } f \ r I I 21. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND ENGINEERING PROPOSED CURB OR CURB&CURER f - 1 1303.507rC 1301.12TC ` / I 1 DEPARTMENT FOR CUT AND FILL SLOPES OVER 30'IN VERTICAL HEIGHT. 1 ! 1 1303.o0FS 1300.62Fl I -x .°, } r I�i 22. A FINAL COMPACTION REPORT WILL BE REWIRED FOR ALL FILLS GREATER THAN ONE FOOT. RETAINING WALL ( 1 CURB t97 LF g 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE CLEARED,KEYED AND BENCHED INTO FIRM NATURAL 1 ( - 1 91.431NV E I j I J �� I 0 II ! SOIL FOR FULL SUPPORT.PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL ® GRATED DROP INLET / I _ SLOPES GREATER THAN 5A ARE REWIRED TO BE KEYED AND BENCHED. / R ,(P)EATS OF�! J 24. THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES. SIPHONIC BREAK CONCRETE STORM MANHOLE I I ` \ 1300.91TC 1.9X 1299.52N1 } i r I A UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFlLL OF ALLUVIAL COLLUVIAL AND TERRACED AREAS AND ANY W N SEE DETAIL PER ONSIIE IMPROVEMENT PLANS e ! /� OVEREXCAVATION \ k 1300.41F1 k 1 ( I SUBSTRUCTURES. l I r I B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING AND FILLING OPERATIONS. a 1 O STORM DRAIN MANHOLE ! /r 1 12940� tl I, I I, C. WRING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL � I I D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. J X.XX% SLOPE ARROW ! - J n (P)UMTIS OF t, ' E I p j �Ix 25. EROSION CONTROL ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PUNT OR ANOTHER APPROVED GROUND CODER AT TWELVE F I N CURB DROP INLET j 1303.00F8' ��7307.25FS� ,OAEREXCAVATION I I !II INCHES(121 ON CENTER.SLOPES OVER FIFTEEN FEET(15')IN VERTICAL HEIGHT,IN ADDITION TO GROUND COVER,SHALL BE PLANTED j \ 1299.82TC j I WITH APPROVED TREES,SHRUBS,OR COMBINATIONS THEREOF.SHRUBS SHALL BE PLANTED AT TEN FEET(10')ON CENTER;TREES TWENTY _ r 1301.25FS \ r1299.32FL I I I I i II FEET(9)ON CENTER;COMBINATIONS FIFTEEN FEET(15')ON CENTER.SLOPES OVER THREE FEET(S)IN VERTICAL HEIGHT SHALL HAVE y -XX- PROPOSED CONTOUR 1 1 1301.1ITC 1299 I I t I I i I PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. QW 1 r t42 LF ' N l''Jp J 113Q0.61FL 4.8%k \ ' I ? ; t i 1,` 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE W I __--XX---- EXISTING CONTOUR / / f / (.. GRADING PROJECT. 27. APPROVED EROSION PREVENTATIVE DEVISES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHALL BE IN PLACE AT I - - OVEREXCAVATION&PAD LIMITS 1302 302.21PTC THE END OF EACH DAYS WORK. N 1 < I \ 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. ...- FLOW LINE J r _ 1301.70FL �- J ( ( 1 \ 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE k 1301.91FL I \ 1298. i - } I. 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. G 1 BOO-RETENTION BASIN WITH 6°PERFORATE) ` ' I \I d 1 I 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERATION. 1 _ _ PVC UNDERDRAINS AT 0.5%MINIMUM SLOPE r, - I I I I 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS OF THREE(3)FEET SPACED AT N O.C.WITH PERFORATIONS �1303.00FF 1303.00F5 1 7�✓ I iL 12984F1 f I 1 VERTICAL HEIGHT WITHIN NINETY(90)DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH ORDINANCE NO.. ANGLED DOWNWARD(TYP.) f "' ., F I i I elT2..PRIOR TO THE APPROVAL OF FINAL INSPECTION. r 1303.00FF 1303.00FF.' 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE SOLELY RESPONSIBLE FOR I k ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS,WHETHER OR NOT SUCH FACILITIES ARE ABBREVIATIONS J! (-(1 ow, � 1302.63Tc 1.0% I \ I I SHOWN ON ME PLANS. 1302.13FL ' \ I I 1 I 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE(1)BLUE TOP PER FINISHED PAD,PRIOR TO ROUGH GRADE APPROVAL. z XX.XX SPOT ELEVATION / 1302.66TC I \ \I ! M I { I 35. APPROXIMATE DATE OR BEGINNING OPERATION: 1 x XX.XX TC TOP OF CURB 1 , '- 1302166FS. I S 1 II ! I COMPLETION: H I x XX.XX FS FINISHED SURFACE I 1 - e 1302.76TC '1 0 �.if/ 1 1I 3fi. NO ROCK OR O11iER IRREDUCIBLE MATERAL WITH MAXIMUM DIMENSION GREATER THAN THEE INCHES(3°)WILL BE PLACED IN FILLS WITHIN x XX.XX F1. FLOWUNE \ 2.7% -^'1302.26FL I 1 aOOi I - ROADBED ARES OR THREE FEET(S)OF FINISH GRADES,UNLESS THE LOCATION,MATERIALS,AND DISPOSAL METHODS ARE SPECIFICALLY z XX.XX TG TOP OF GRATE \ IyAPPROVED BY TILE SOILS ENGINEER. x XX.XX TOP TOP OF STRUCTURE OR CASTING SS / � Nez xX.XX Tw FINISHED GRADE®TOP OF WALL PROPOSED BUILDIN�a I / o� I I � 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION Bff01'ff APPROVAL 1 z XX.XX BIN FINISHED GRADE 0 BOTTOM OF WALL } I f \\ r ��n -I-- 38' GRADING PLANS WILL NOT BE APPROVED UNTIL ALL REENNING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT. x(XX.XX) EXISTING ELEVATION FF = 1303.00 1 j/ 1302.98TC I'-- \�(I�- I ) .c 39• THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM(NPDES)PERMIT TO REGULATE MUNICIPAL AND 1 HP HIGH POINT ?j I j` \ / 1302.81F5/LP 1302.4gFS/HP I S • I~ INDUSTRIAL.STORM WATER DISCHARGES, LP LOW POINT r I } 1 ' \ 11 I' !! NPDES WOD/ DATE PERMIT ISSUE): I 1 f - ' 1302.36FL I _ 40. DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS.NO BUILDINGS OR WALLS SHALT.BE PLACED WITHIN EASEMENT LIMITS. ! r ! } i II \^ I r TEMPORARY IMPROVEMENTS ARE SUBJECT TO REMOVAL AT OWNER'S EXPENSE GRADING KEY NOTES � jr I 1 k OPENING PER DETAA'k'ON SHEET C-6.3. 1 O INSTALL 2'CURB PEN \ r \\ \f I I r I I 3. � I I/ ----.f._- ` I r NOTE:INSTALLATION/CONSTRUCTING THE FOLLOWING; E I I o� I I i E / CURB,CURB AND GUTTER,2'CURB OPENING AND / 2'STEP OUT SLAB PER SITE PLAN SHEET C-1.0 L.1.0% I - - - - - t 1 _ Ir i3oasFs I I I� ! i rF P EET - .1 SH€ET G- I 1 � / I I 13112.29TC" I r 3.X ( I it. III i I; p. . I. ° ° ..- o �,s•� ( ' 1302.25TC 11 ( 1 II I a° •I D 1297.1FL - - - - - - - - NOTE:SECTION DETAILS ARE SHOWN ON SHEET C-2.7 MATC H L I N E SEE SHEET C-2.6 ° ° ° ° ALERT TO CONTRACTOR: ;I -2.4 SHEET C- T C- . L 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 DEWATERING NOTE: CONTRACTOR SHALL CONTACT FOR LOCATION ALL AND STORAGE AFTER THE CONTRACT MILESTONE DATE FOR THE OUTLOT. GRAPHIC SCALE 811 WM GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUTLOT WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF 20 0 10 2 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. KEY MAP CONSTRUCTION SWPPP REQUIRED BY STATE/LOCAL REQUIREMENT'S FOR SPECIFIC OUTLOT. REFER TO MASTER SITE SPECIFICATIONS. ( IN FEET ) M I-m4b lixg-a-t-9 1 inch = 20 ft NOT TO SCALE , MARK REVISIONS APPR. DATE OFEDEVELOPMENTSE PLANS VE BEEN AND/OR CITYWED FOR COMPLIANCE WITH THE AND STATE LAWS,AND A PERMIT MAY BE ISSUED.IATE CONDITIONS PREPARED BY: $FAD QNf! BENCHMARK: CITY OF LAKE ELSINORE DRAWING"UM TER: A 1�_-_ 30 Executive Perk,Suite 100 DESIGNATION#3433 AGENCY:RIVERSIDE COUNTY TRANSPORTATION COMMISSION. D 2"BRASS DISC WITH 10' f,i r1Hl�'WI Irvine,CA 92614 OaNN0Ugj9 CONCRETE COLLAR.LOCATION:SOUTHWEST CORNERONUMENT TYPE "CENTRAL AVENUE AND CAMBERN v,�f�„Y�I I Qi 1 YW 1:949 296 0450 f:949 296 0479 ' AVENUE(DOWN 1.0').AGENCY:NGVD 1929 WALMART SUPERCENTER#2077-07 C-L■3 41TD39 29200 CENTRAL AVE LAKE ELSINORE,CA 92592 42 y� SCALE: DRAWN: BB ON-SITE IMPROVEMENT PLANS SHEET 9 OF 2 ' ' GRADING PLAN FILE No. s-- - osloa�ls ExP 2/3/20 1" = 20' REMON HA818 RCE 8315E DATE ��l y1 A! - AgmRNc CITY ENGINEER J OUR AD RCE No. 46039 DATE F OF CAUL DATE: April 10, 2019 CHECKED: JP Filename:P:\2008\200600688-CURRENTORAWINOS\-PRODUCTION FILES\ONSRE\200800688-C-2.1 -C2.7-PG i 2 3 4 5 6 7 8 9 10 11 1 12 13 14 1 15 1 16 17 18 19 20 SEE SWEET C-2.1 GRADING NOTES MATC N LI N E 1. ALL WORK SHALL BE DOLE: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. .� �� ,.r,. �� 7->• >• .��-�.,a- ,� .i I �� >• >• 2. A PERMIT SHCLL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINORE PRIOR TO ANY OPERATIONS. w ( I pl 1 1303.191W / 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.SA ALTER(1-800-422-4133)FORTY-EIGHT(48) ! ! �•-•-..._,�--- -`b\1�8�•�"/- /, BASIN 1307.00TC "-II' fr HOURS PRIOR TO GRADING. 1 J k 1306.59TC 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST TWENTY-FOUR(24)HOURS IN ADVANCE OF BEGINNING ! I oz r 1305.9 BOT306.50FL ! 1303.081NV r 1306.09F5 ` - DUST91G OPERATIONS. 11tL > I 7 �...�.�._T. 1306.9FL 130 �, ! 1306.11TC r\. J \ 5. DUST SHALL S CONTROLLED BY WATERING OR OTHER METHODS APPROVE BY THE CITY ENGINEER. ;'•--�y. � 30 r 1306.77TC / 1306.11 FS �,., / 13UB.iFL /, ! 130627FL/ 130616TC 6. CUT SLOPES SHALL BE NO STEEPER THAN 2.5 I�RIZONTAL TO 1 VERTICAL UNLESS OTHERWISE APPROVED,AND SHALL BE SHOWN ON / 1308 ! i r! k 7306.27TC 1305.66FL s� 1// 9 7. THE SLOPES SHALL BE NO STEEPER THAN 2.5 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,SHALL BE SHOWN ON PLAN, / J M 1305'77Fl 1302,30INV �'' `\'•> - AND SHALL NOT HAVE LESS THAN 95%RELATIVE COMPACTION OUT TO THE FINISHED SURFACE B 1 of 13069R. .� 1302.241NV r 1306.01TC.` / B. FILLS SHALL BE COMPACTED THROUGHOUT TO 95%DENSITY AS DETERMINED BY THE MODIFIED THREE LAYER A.S.TM.D-1557-70 TEST /' ! 7305.51FL ! 8 METHOD. I I r ( k 1306_34TC, 1302.26TNV ! 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED,AND INSPECTED BY THE GRADING INSPECTOR AND APPROVED 1305.84FL / ! I 3 PG 1305.66TC r 9 SOILS TESTING AGENCY PRIOR L THE EARTH. PLACING FILL FILL / T ! ! /-'`♦ r! 1 07.4 1306.93TC 1305.06TG 1305.16FL 1305.39TC ! 1303.14TC 10 ALL FILL MATERIAL SHALL BE CLEAN FAR1H.NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS APPROVED BY THESOILS ! 1 ! I I I 1308.SR 1309 ! 1306.43FS1302211NV 1 1304.89FL 1302.64FL ENGINEER. . / ( _ l 1306.09TC .�r 1 - , \'. M 11 FINISH-GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN PER FOOT FOR A MINIMUM OF 3',THEN 1% `�"'� l �' f/ 1205.59FS 1302.311NV 1305.49F5 r 1303.07FS/ ♦ (MINIMUM)TO FLOWLINE OF EARTH SWALE. �y ' \ I 2.8% 1302.261NV (P)LIWTIS OF 1301.571NV 1306.itF5 1301.62NV ° ! 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 6 \f I I ' OVEREXCAVATION ' I I 1305.40F5 1302.98F5 GREATER THAN 10'.DRAINAGE SWALES SHALL BE MINIMUM OF 0.5'DEEP AND CONSTRUCTED A MINIMUM OF 2'FROM THE TOP OF CUT OR ~.-w. 1 5.99TC 1306.02FS -" FILL SLOPES. I i 7%I 1306.85TC 1305.49FS 13p4.73TC 13. PROVIDE 5'WIDE BY 1'HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5�HIGH. I I I r I I 1306.35F5 1302.66TC ! I ff OUTLOT 3 1305'74TC 130497TC 130423FL ;� t 1302.76FL 14. PROVIDE A BROW DITCH,DESIGNED TO HANDLE 100 YEAR STORM FLOWS ALONG TOP OF CUT SLOPES. k 130524FL 1304.47FS t 15. NO OBSTRUCTION OF FLOOD PANS OR NATURAL WATER COURSES SHALL BE PERMITTED. 1301.571NV 16. A SOLS ENGINEER SHALL BE RETAINED BY THE DEVELOPER,TO SUPERVISE GRADING AND PROVIDE A FINAL SOILS REPORT WHICH,INCLUDES ! I / 1309.E PAD r`J w 1 52� 1305.OSTC t FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF SOIL / 1301.551NV 1304.55FS I 6 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS ENGINEER SHALL BE J AREA: f0.578 AC / ! 1309.OFL ' 130. 1305.zBTC 1301.611NV ! E SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENT PRIOR TO ISSUANCE OF BURRING PERMITS. 1304.78FL 1305.14TC 11, THIE SOILS ENGINEERING INVESTIGATION PREPARED BY MOORE TWINNING ASSOCIATES,INC.DATED MARCH 5,2111 SHALL BE CONSIDERED A D I /J I 11310I FG !"r 1307.7FL s 1306.60TC If 1304.64FS // ( PART OF THUS GRADING PLAN,AND SHAH BE COMPLIED WITH. ! 1306.10F5 1305.16TC 1301 531NY / Sq/ h� 19. A REGISTERED CIVIL ENGINEER OR UCENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION.WHERE SPECIFIC J I 1309.9FL/HP s/ 1308.1FL ` 1308.3FG k 1304.66R 1305.19TC / ti/ ELEVATIONS ARE REQUIRED,THE ELEVATION(WITH RESPECT TO MEAN SEA LEVEL)SHALL BE GIVEN.IF AN ELEVATION WITH RESPECT TO I I 1301.461NV 1304.68FL / / ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 11309.3FL^- � { / / - 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION GRADING. -'"" '• 1307.9FG o-311_4.89TC r �p� / •,,�'� I / '�-/ 308.2FG �y 1304.39FL - 1305.21TC ��, 21. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL 8E SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND ENGINEERING 1304.71FS o ✓ DEPARTMENT FOR CUT AND FILL SLOPES OVER 30'IN VERTICAL HEIGHT. ♦ 1 I \ - - - - - - - - - r 1305.69 // 1305.27TC 13044�1,363�.FFS-TC 1303D#S - �- 1303.64TC 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. / ♦1 I \ 1310.3FG - 0 CF / ( 1304.77FS/HP 1303.97F5 1303.14FS/I 23. ff STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,E MUST 8E CLEARED,KEYED AND BENCHED INTO FIRM NATURAL E 4 1310.SFG 1305.63F5 �` --------- ------ -- SOIL FOR FULL-SUPPORT.PREPARATION.SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL 130939FL 1305.S6TC CF 1304.28TG 1301.401NV 4.:ITC / SLOPES GREATER.IHAN 5:1 ARE REQUIRED TO KEYED AND BENCHED. / 1305 36FL / 1301.351NV 1303.98FS/HP 1303.54TC 24. THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES. - - 1301.381NIV ,305.10TC 1303.87FS ! 1303.04FS r A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF ALLUVIAL,COLLINIAL AND TERRACED AREAS AND ANY ( I \ A H 3y f 1306.01TC•""'"`' -) i r 1303.65TC 1 SUBSTRUCTURES. 1305.51R 29% 1305.16TC 1301.431NV 1 1303.15FS/HP B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING AND FILLING OPERATIONS. 1306.61TC � k 1305.19TC ! Z N C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL. - 1305.51FL 1304.630 130469FL e / D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. 1305.30TC /� ,�^� 1f r V 25. EROSION CONTROL:ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT OR ANOTHER APPROVED GROUND COVER AT TWELVE 1305.86TC 1304.80FL ?7 r J M131039TC 1305,36FL \ 130517TC / / 1• INCHES(127 ON CENTER.SLOPES OVER FIFTEEN FEET(15')IN VERTICAL HEIGHT,IN ADDITION TO GROUND COVER,SHALL BE PLANTED F ,�/I. / 1 1 I j \ \ I 1309.89FL 1305.35FS 1304.92RIM 1304.67FL 1 0 NV d f = IY WITH APPROVED TREES,SHRUBS,OR COMBINATIONS THEREOF.SHRUBS SHALL BE PLANTED AT TEN FEET(10')ON CENTER;TREES TWENTY l f „/ 0 CF -\ �/ 1304.90TC 1 ! !• = FEET(20')ON CENTER;COMBINATIONS FIFTEEN FEET(15')ON CENTER.SLOPES OVER THREE FEET(S)IN VERTICAL HEIGHT SHALL HAVE 1304.40FS ! V PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVEN110N DEVICES PER U.P.C. 1 1 ! \ 1 I - - -- -- -- 1 34F5 1300.99NV J s H 0 CF _ F 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE 01305.45TC 1304.74TC J r o W GRADING PROJECT. ! 1305.89TC13D4.95F. 1304.24F5 r w'/ Q NJ 27. APPROVED EROSION PREVENTATIVE DEVISES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHALL BE IN PLACE AT J / ! 1303.68TC 1302..8'6TC y ( w, - "' 1305.39FS THE END OF EACH DAYS WORK. 1303.79TG / / 130370TC 1303.18FS 1302.87TC 1302.36FS 28, ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. 1 ! 1300.991NV ! ! 13032)FS !j 1302.37FS 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMI7TEE. 1 / r 1305.147'C "'� 1301'041NV 1303.58TC ��' 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. G I z I 1 ( 3Qy ( 1304.64FL ( 1 ( 1303.60TC 1303.08F5 1302.77TC 31. SANITARY FACILITIES SHNl BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERATION. /i 1 i 13303.899F5 1303.1OFS 1302.27FS 130 75TU 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALT.BE PROVIDED FOR ALL SLOPES IN EXCESS OF THREE(3)FEET W /` 1 If ! 1300.991KY P f 1302.25FS VERTICAL HEIGHT WITHIN NINETY(90)DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL 8E IN ACCORDANCE WITH ORDINANCE NO.. �7301. NV f 882-PRIOR TO THE APPROVAL OF FINAL INSPECTION. I ( ( 1304 k 1304.88TC 1304.45TC 6 33. ANY CONTRACTOR PERFORMINGWORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE SOLELY RESPONSIBLE FOR 1304.38FL 1303.95FS ?� ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS,WHETHER OR NOT SUCH FACILITIES ARE 1303 1 1304.s6FL SHOWN ON THESE PLANS. I r I 1303.OFL i ., �,.,�-' 34. THE N ENGINEER PROVIDE A MINIMUM OF ONE(1)BLUE PRIOR TO ROUGH E APPROVAL DESIGN SHALL PR UE TOP PER FINISHED PAD P GRAD 1.0% '' 1301.9FL / �11304.32TC i 1304.16TC I 35. APPROXIMATE DATE OR BEGINNING OPERATION: // I � ... _ -1302'` u1303.82FL / 1303.66FL 1302.87TC 1 COMPLETION: `�T T �•• rw r 1302.37FS t 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WfTH MAXIMUM DIMQHSKON GREATER THAN THREE INCHES(3°)WILL BE PLACED IN FILLS WITHIN H J - 1301 1299081NV 1304.03TC 13U292TC ( ROADBED AREAS OR THREE FEET 3 OF FINISH GRADES,UNLESS THE LOCATION,MATERIALS,AND DISPOSAL METHODS ARE SPECIFICALLY 1303.53FS Q-• f (') ' - I 1304.47TC _ 1302.42FL APPROVED BY THE SOILS ENGINEER. ,__1303.97Fl. 1299.131NV / 6 -ht 1303.25TC ✓� 37. 7}IE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL. M / v� !�"^•� I _ k / 1302.57TC 1301.70TC 38. GRADING PUNS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT. 1302.75FL f i / ti. t 1303.8 ! 1302.59TC 1302.07FS 1301.20F5 39. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION EUMINATION SYSTEM(NPDES)PERMIT TO REGULATE MUNICIPAL AND ( f "� 1300.9TG-- 1304.02RIM 1303.36FS 1302.09FS / /( (P)LIMITS OF j - 1301.72TC INDUSTRIAL STORM WATER DISCHARGES. OVEREXCAVATION 2.1% 1 - - 1299.3OiNV 1302.46TC 1301.22F5. NPDES WDID DATE PERMIT ISSUED: ! ! I /,i303.*L ,,� �� --.-.. f _ = 1302.48TC i 1301.96FS f 40, DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS.NO BUILDINGS OR WALLS SHALL BE PLACED WITHIN EASEMENT LIMITS. / I I I - - - f 1301.61TC TEMPORARY IMPROVEMENTS ARE SUBJECT TO REMOVAL AT OWNER'S EXPENSE. _ r i / ♦ k 1304.26TC _ 1301.98FS 1 1301.11 FS I \•y�l �3z BASIN ai3o3.76F1 1302.79rb r 2 I 1300.9 BOT 13oz.1oTc 1302.29FS299 1299.OINV 1303.90TC 1303.33TC 1299.35 k 1W! ! t I J / f 7303.40FL 1302.83FL 13 2.89TC 1 (2>3 k ( NOTE:INSTALUTION/CONSTRUCTING THE FOLLOWING; / �) t t302.39Fs ( GRAPHIC SCALE .5% .....,--' NI o '•"`"°• � t M 1 ?A a 10 � CURB,CURB AND.GUf1ER,2'CURB OPENING AND - ' _ a Mo n E3 / - 2'STEP OUT SLAB PER SITE PLAN SHEET C-1.0 I .- ♦�` /�� ( ,3D5)----- OUTLOT 4 VI M _- t r r E �l-( 13os.1zTC z.oz 1304.10Tc 1303.01TC 1304.2 PAD ( ) ,. - - 1304,62FS 1303.60FS 1302.51FS 1302.99TC IN� E AREA: t0.679 AC 302.4194TFC5 q� 1"iIrn.ch= 20 f-L 1301.9FL 1303.73TC 1303.47TC 1303.23 130197F5 1.8% _ - 1(I 11 I `O ,303.14FL 1303.14FL _ I• - T / 13oa.1FL/HP 1302.7FL 1303.231C-1303.31C '~ -- i HEET .1 • SHEET-C- SHE C-2. r 1 ,302.73FL ,302.73R r - _ _ L! p. K r . . . . .. O LEGEND ABBREVIATIONS NOTE:SECTION DETAILS ARE SHOWN ON SHEET C-2.7 - 1 I PROPOSED BUILDING -XX PROPOSED CONTOUR x XX.XX SPOT ELEVATION q I x XX.XX TC TOP OF CURB s d PROPOSED CURB OR CURB&GUTTER --XX-------- EXISTING CONTOUR x XX.XX FS FINISHED SURFACE I . D RETAINING WALL s x XX.XX FL FLOWUNE I I OVEREYCAVAHON&PAD LIMITS x)M)O(TG TOP OF GRATE , ALERT TO CONTRACTOR: x XX.XX TOP TOP of STRUCTURE OR CASTING SHEET G- I T C. In GRATED DROP INLET ...- FLOW LINE x XX.XX TW FINISHED GRADE 0 TOP OF WALL . ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK, x XX.XX BW FINISHED GRADE 0 BOTTOM OF WALL FINAL UTILITIES,AND FINAL GRADING)BY THE MILESTONE DATE IN SIPNONIC BREAK CONCRETE STORM MANHOLE BID-RETENTION BASIN WITH 6" x(XX.XX) EXISTING ELEVATION - CONTRACTOR SHALL CONTACT PROJECT DOCUMENTS.OUTLOT AREA TO BE KEPT FREE OF JOB TRAILERS DEWATERING NOTE: SEE DETAIL PER ONSITE IMPROVEMENT PLANS PERFORATED PVC UNDERDRAINS HP HIGH POINT - e AND STORAGE AFTER THE CONTRACT MILESTONE DATE FOR THE OUTLOT. AT 0.5%MINIMUM SLOPE LP LOW POHT - '•�W-•" 'j' - -' - 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. X.XX% SLOPE ARROW DOWNWARD(TYP) CONSTRUCTION SWPPP REQUIRED BY STATE/LOCAL REQUIREMENTS FOR SPECIFIC OUTLOT. REFER TO MASTER SITE SPECIFICATIONS. TB CURB DROP INLET © INSTALL 2'CURB OPENING PER DETAIL'k'ON SHI&T c-s.3. KEY MAP M -( NOT TO SCALE MARK REVISIONS APPR. DATE OFEDEVE OPMENTVE BEEN[REVIEWED FOR COMPLIANCE AND/OR CITY AND STATE LAWS,AND A PERMT MA THE YBERIATE ISSUED.NDITONS PREPARED BY: 30ExecutivePark,Suite 100 SEAL ` BENCHMARK: CITY OF LAKE ELSINORE °"""I"G"°M6ER DESIGNATION 16.9E AGENCY:RIVERSIDE COUNTUND 2'BRASS DI COMMISSION. SC WITH 10' Irvine,CA 92614 a9'o�1,N NOUq ��� CONCRETE COLLAR.LOCATION NSOUIHWESTENT ECORNER FOUND CENTRAL AVENUE AND CAMBERN A UiU!4�1 t:949 296 0450 f.949 296 0479 2 � AVENUE(DOWN 1.0').AGENCY:NGVD 1929 WALNIART SUPERCENTER#2077-07 C 2■4 29260 CENTRAL HE LAKE ELSINORE,CA 92532 µ� "E 4631 SCALE: DRAWN: BB SHEET 10 OF 4` E. 12 31 20 * ON-SITE IMPROVEMENT PLANS �- 08/08/19 1" = 20' G9fi6Y1A6N PLAN FILE No. REMON HABIB RCE 8375E DATE CIVt ��p ------- ARIN CITY ENGINEER J OU AD RCE No. 46039 DATE 4lE OF CAu DATE: CHECKED: JP I�. Aprfl 10, 2019 Filename: P:\2008\200800688\-CURRENTORAWINGS\-PROOUCIION FILES\ONSIYE\200800688-C-2.1 -C2.7-PG Plot Dote:4/10/2019 3:06 PM BY: Noel Bri- 2 3 4 5 6 7 8 9 10 11 12 13 14 15 116 - 17 18 19 20 SEE SHEET C-2.2 GRADING NOTES MATC H L 1 N E I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE MUNICIPAL CODE CHAPTER 15.72 AND APPLICABLE , �� .. 2. A PESTANDARDS MIT SHALL BE OBTAINEDAND S AND THE FROM THE ENGGINEERING DEPARTMENT,CITY OFF LAKE ELSINORE EDITION OF THE C.B.0 APPENDIX CHAPTER 33. PRIOR TO ANY OPERATIONS. -- - s ( - �13pZ 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.SA ALTER(1-800-422-4133)FORTY-EIGHT(48) f 1302.86FS _ 7:302.64T677 ( 0 C i I �.� HOURS PRIOR TO GRADING. 1302.14FS 1302.67TC - 11 7 ! \ 4. THE CONTRACTOR SHALL NOTIFY THE CRY ENGINEERING DEPARTMENT AT LEAST TWENTY-FOUR(24)HOURS IN ADVANCE OF BEGINNING 1 j 1302.17FS 0 i `. 1 GRADING OPERATIONS. �`�S \ (t 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVE BY THE CITY ENGINEER. ft \9 1301 1 6. CUT SLOPES SHALL BE NO STEEPER THAN 2.5 HORIZONTAL TO i VERTICAL,UNLESS OTHERWISE APPROVED,AND SHALL BE SHOWN ON j \ THE PLAN. 7. FILL SLOPES SHALL BE NO STEEPER THAN 2.5 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,SHALL BE SHOWN ON PLAN, 1302.17FS , 1 7TCl \ 1 '� RI AND SHALL NOT HAVE LESS THAN 95%RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. 71302.59TC 1TC I 1 4 t " 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 95%DENSITY AS DETERMINED BY THE MODIFIED THREE LAYER A.S.T.M.D-1557-70 TEST I -- --- DMA 713oo.s5Tc _--- 1Fs �.' > 1302.77TC 1 07 F 11 i \ / ,� METHOD. -1300.68TC 1300.OSF5'`� "`� ! 130227FS 1 1 / 9. FILL AREAS SHALT.BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED,AND INSPECTED BY THE GRADING INSPECTOR AND APPROVED 1 1300.18FL 1300.47TC i T - 1 SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL 1300.60TC 1299.97FS 7301.24TC 1301.99TC 1 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH.NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS APPROVED BY THE SOILS 1301.85TC 1300.75TC 1301.74TC • i 1301.35FL 13.1OFL 13D0.25FL 1300.74FL' ®...I301.24FL 1301.49FL .' 1 4 1 ENGINEER. 1302.00TC 1.31 • "- 1 \ i, 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN}'PER FOOT FOR A MINIMUM OF 3%THEN 1% 1301.70FS 1300.fi2F5 p 730049FS 13001300.11FS 1301.08FS 1301.84FS 1302.02FS 1301.5OFS 1302.09F5 1302.27FS 1 ' r \ \ \ (MINIMUM)TO FLOWUNE OF EARTH SWALE. HEI I 1302.78TC l • \ \ \ 1 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 1302.60TC 1302.28FS ' ^ GREATER THAN 10'.DRAINAGE SWALES SHALL BE MINIMUM OF 0.5'DEEP AND CONSTRUCTED A MINIMUM OF 2'FROM THE TOP OF CUT OR 1301.61FS 1300.54ES 1300.41 FS 1300.81 FS 1301.00FS 1301.76FS 1302.02FS 1302.001C 1302.10F5 1 - \ \ 1301.50FS 1302.78TC 1302.75FS • --\ \ \ !1 PILL SLOPES' ... 1M.49TC - 1300.52TC 1300. C 1300.75TC 1301.25TC 1301.75TC 1302.00TC 1302.28FS 0\ • \ \ \ _ ! 13. PROVIDE 5'VROW D i'HIGH BERM OR HANDLEQUIVE ENT ALONG THE TOP P ALL FILL SLOPES OVER 5'HIGH. 1300.99FL "" /^-- 1300.25R 1300.75FL 1301.25FL 1301.50FL j \ \ \ ! 14. PROVIDE A BROW DITCH,DESIGNED TO HANDLE 100 YEAR STORM FLOWS ALONG TOP P CUT SLOPES. 1300.02FL - 1299.89FS-- -___(1304)�� 1 \ \ \ ! 15. NO OBSTRUCTION P FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. pI ! 16. A SOILS ENGINEER SHALL RETAINED BY THE DEVELOPER,TO SUPERVISE GRADING AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDES 1299.91FL 1 99.80FS 1302.60TC !' { \\ \� \\ !! FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF SOIL 1 1302.1OFS 1302.65TC // \ ! I 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS ENGINEER SHALL BE 1 1 � 1302.15F5 1302.ssRIM ' i PROPOSED BUILpING 1 SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENT PRIOR TO ISSUANCE P BUILDING PERMITS. - -- f 1 18. THE SOTS ENGINEERING INVESTIGATION PREPARED BY MOORE TWINNING ASSOCIATES,INC.DATED MARCH 5,2018 SHALL BE CONSIDERED A 0 Nt / PART OF THIS GRADING PLAN,AND SHALL BE COMPLIED WITH. e ' (73p�1�-__-_ ! F=°�303.OV I 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION.WHERE SPECIFIC b �Jp \afl `�1302.62TC 1 i r ELEVATIONS ARE REQUIRED,711E ELEVATION(WITH RESPECT TO MEAN SEA LEVEL)SHALL BE GIVEN.IF AN ELEVATION WITH RESPECT TO �� r----_� 1302.SBTC 1302.12FS I L 1 1 _ _ \ I ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 1 -~' 1302.DBFS 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 1 1302.77TC I 1 ( \ ( \ I 21. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND ENGINEERING \ 1302.01 3D201FS� 1302.27FL 1 ( \ ! DEPARTMENT FOR CUT AND FILL SLOPES OVER 30'IN VERTICAL HEIGHT. 1302.7 C 1 1 1 7 7302.021C 130.26TC ' \ (( 1 \ 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. 1302.82TC 1302.20F5 1301.99TC 1301.37FS 1301.81TC 1301.28FS''*.� "05TC301.52FS 13D2.30TC 1301.76t5 1302.547C 1302.71TC 1.3% 1 1 1 123. W STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TFl 8E PLACED,R MUST BE CLEARED,KEYED AND BENCHED INTO FIRM NATURAL 1302.32FS/HP 1301.49F5/HP 1301.31FS/HP 130 1301.SOFS/HP 1302.04FS/HP 1302.21F5/HPE ---- - - --- 2 \ SOIL FOR HULL SUPPORT.PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FlLL MATERIAL 1302:83TC 1302.001C 1301.84TC 1302.09TC 1302.33TC 1302.58TC j \ \ 4 SLOPES.GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED. 1302.71TC 1302.33FS/HP 1301.88TC 1301.50FS/HP_-1301.72TC 1301.34FS/HP 130'.59FS/HP 1302.21TC 1301.83F5/HP 1302.46TC 1302.08F5/HP 1 \ 1 f 1 24. THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN 7FIE FOLLOWING STAGES. 1 1302.21FS I301.38FS 1301.22FS 1'1.47FS 1301.71FS 1301.96FS 1302.70, 1 \ I 1 1 A UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND AFORE BACKFILL OF ALLUVIAL,COLLUVIAL AND TERRACED AREAS AND ANY W 1302.20FIL I 1 3.00FF \ ) 1l W SUBSTRUCTURES. Z N -. �t 1302.34TC I • • i • • \ J / \ 00 B. WRING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING AND RANG OPERATIONS. I e 1 4 jq- - 1301 84FS I / Z N C. WRING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL 11� ! 1302.36TC I -jE7O ! j s 11� ' D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. 1301.88FS,A- - 7 V 25. EROSION CONTROL,ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT OR ANOTHER APPROVED GROUND COVER AT TWELVE TJ I.. '� `� N I INCHES(121 ON CENTER.SLOPES OVER FIFTEEN FEET(15')IN VERTICAL HEIGHT,IN ADDITION TO GROUND COVER,SHALL BE PLANTED F Z W 1 ! "�.�., k 130216TC I ' r r W WOW APPROVED TREES,SHRUBS,OR COMBINATIONS THEREOF.SHRUBS SHALL BE PLANTED AT TEN FEET(10')ON CENTER:TREES TWENTY W 1 - / 1301.66FS ' \ `�J \ 1 Z. FEET(20')ON CENTER:COMBINATIONS FIFTEEN FEET(15')ON CENTER.SLOPES OVER THREE FEET(S)IN VERTICAL HEIGHT SHALL HAVE _ ! 1301.66E 1297.21INV �' 1 \ PERMANENT IRRIGATION SYSTEMS WITH BACKFUDW PREVENTION DEVICES PER U.P.C. r \ ` W 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE W LJ \ 1301.54F5 1302.27TC - ' `'i \ - \ W GRADING PROJECT. IQ W I "+, 197.251NV 1301.77FL ' '\ �,. \ \\_..I N 27. APPROVED EROSION PREVENTATIVE DEVISES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHALL BE IN PLACE AT C LN 30.02TC 1301.15TC 1300.281C '*300.39T 1 .63TC 1 1 t - THE END OF EACH DAYS WORK. IG 1302.03TC 1301.52FS 1301.17TC 1300.65F5 1300.30TC 1299.78FS 1300.27TC 199.89FS 1300 51TC 1300.13FS 1301.77TC 1300.78FS 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. 1301.53FS 1300.67FS 1299.80FS 1299.77FS '^.\_�"�1300.01FS 1300.67FS \1 97.11INV ' =' ! A 9. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITIEE. 1 1301.92TC 1301 41FS 1301.O6TC -'1300.54FS-^ "1300.19TC 1299.67FFS 1300.18TC 1299.80PS1 1300.43TC 130005FS 1301.21TC 1300.83FS II� 1297.091W 1 \\ \ �tl 31. AN APPROVED SET OF GRADING PLANS SHALL THE ON THE JOB SITE NI ALL TIMES. G I \ - 31. SANITARY FACILITIES SHAM�MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERATION. 1301.42FS 1300.56FS 199.65FS 199.68FS 1 1299.93FS 1300.71FS 1 7. INY 1302.1 TC1302.71RIM \ \ 32. ALL.SLOPES SHALL BE PLANED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS OF THREE(3)FEET jl �\ 1 1301.61FL k \\ \ VERTICAL HEIGHT WITHIN NINETY(90)DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH ORDINANCE NO. j \\ )... 1301.78TC ED 1 \ 882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. \ \ 1 33. ANY.CENNTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE SOLELY RESPONSIBLE FOR 1301.28FS 1302.18RIM f 1 \ ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS,WHETHER OR NOT SUCH FACILITIES ARE 1301`33FS 1297.111NV 3.5 \\ \ 1 SHOWN ON THESE PLANS. 1l _ E I 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE(1)BLUE TOP PER FINISHED PAD,PRIOR TO ROUGH GRADE APPROVAL \ 1301.13FL (P)LIM11S OF I 1 35. APPROXIMATE-DATE OF: BEGINNING OPERATION: \� \ 15 I Y1 COMPLETION: H f/` �p � ..>�..r>`.,,` �( 7301.53TC ,r � I OVEREXCAYATION v I 1301.03FL \ 1 36. NO ROCK OR 011#R IRREDUCIBLE MATERIAL WITH MAXIMUM DIMENSION GREATER THAN THREE INCHES(3')WILL BE PLACED IN FILLS WITHIN 1301.70TC ' 1 I \ 1 ROADBED AREAS OR THREE FEET(S)OF FINISH GRADES,UNLESS THE LOCATION,MATERIALS,AND DISPOSAL METHODS ARE SPECIFICALLY 1301.441C 1301.20FL L ( ) i APPROVED BY THE SOILS ENGINEER. 13DO.94FL ( \1 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL 1 0.847 ! 1 7TO \.199.10TC 198.SOTC I 1301.07TC/1301.34TC } 1 '9 I OF 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT.- 13007MM 1300.34FS 1299.99TC 7299.47FS 1299.12TO 198.60F5 1298.00FL\ 1300.57FL• 1300.84FL 1301.16FL \ 39. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM(NPDES)PERMIT TO REGULATE MUNICIPAL AND 1300.35FS 1299.49FS tin 1298.12F5 \ 0"CF 1302.47F5 \1302.91FS/FP INDUSTRIAL STORM WATER DISCHARGES. 1301.59TC 1300.72TC , 1299.86TC/ 1298.99TC ( ! 0 NPDES WDID/ DATE PERMIT ISSUED: 1 1301.09FS 1300.747C 1300.22FS 199.87TC 1299.38FS 1299.o7Tc 1298.asFS DMA T5 f.r 40, DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS.NO BUILDINGS OR WALLS SHALL BE PLACED WITHIN EASEMENT LIMITS. _ _ _ TEMPORARY IMPROVEMENTS ARE SUBJECT TO REMOVAL AT OWNER'S EXPENSE. 130112TC 1300.24FS / 1299.37FS 198.51FS \1298.41TC O O `-`-_ -../ . 7301.53TC % `� i -�- - 1/ 1297.91FL 1300.62FL 1301.03FL �� I 2.9IFS ) I� 12$8.47TC , �`130 47FS ♦1301.387C130.75FSCF i P)LIMITS OF t 1297`97FL 1298.57TC \ ,� 1300.88FL �, 0 CF i OVEREXCAYA710N I NOTE INSTALLATION/CONSTRUCTING THE FOLLOWING; 1298.07EL \ \ oo \ i3o2s6 E I GRAPHIC SCALE p ✓- CURB,CURB AND GUTTER,2'CURB OPENING AND CF - 1 ! �I I zo o. to 20 1 f I 198.82TC \ 1301.iBWM e4 ! mot+I 1 2'STEP OUT SLOB PER SIZE PLAN SHEET C-1.0 1298.32FL 1298.84TC \ , 1299.72TC li 1298.34FL 1299.1ITC �9e 129916FS 1299.22FL 1300.66FL \ I rf I1 1298.787C 0 CF 0 CF\ 11301.24TC 1 I ( TN FEET ) J \ j - 198.28FL 1298.69FS 1300.74FL G.'i 4 I I inch s 20 fL > 1298.44FS 0 199.12F5 /' ✓ - - ! 1.5% 1298.94TC 198.70FS'- 129962T0 '' 37.7300 \ ED/Lp 7302.36TC� I i 1298.75TC 1298.87TC .86EL/ ---_-" - 1298.25FL 1298.37FL 1295.781NV 1300.33TG I z: __ _-\ (� 12sesorc 12ss.73rc _ \ \ 72s5s61Nv 1 zsSsolNv-- _ ___, \ EET .1 SH9ET C- SHE C-2. _. _ _ ----- - ------ _ 1298.00FL-1298.23FL N-LI K4 I� Jh• ). ..® 0 rT K - LEGEND -�- ~� ABBREVIATIONS a• •� PROPOSED BUILDING -XX- PROPOSED CONTOUR - It XX.XX SPOT ELEVATION x XX.XX TC TOP OF CURB i11 NOTE:SECTION DETAILS ARE SHOWN ON SHEET C-2.7 PROPOSED CURB OR CURB GUTTER ------XX----- EXISTING CONTOUR x XX.XX FS FINISHED SURFACE I XX.XX FL FLOWUNE i �H RETAINING WALL OVEREXCAVATION&PAD LIMITS x XX.XX TO TOP OF GRATE Ri ALERT TO CONTRACTOR: x xx.xx TOP TOP OF STRUCNRE OR CASTING '2.4 T C- L 13 GRATED DROP INLET BIO-RETENTION BASIN WITH 6' x XX.XX TW FINISHED GRADE 0 TOP OF WALL ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK, PERFORATED PVC UNDERDRAINS AT x XX.XX OW -FINISHED GRADE 0 BOTTOM OF WALL. ° s FINAL UTILITIES,AND FINAL GRADING)BY THE MILESTONE DATE IN SIPHONIC BREAK CONCRETE STORM MANHOLE 0.5%MINIMUM SLOPE SPACED AT 5' x(XXA) EXISTING ELEVATION PROJECT DOCUMENTS.OUTLOT AREA TO BE KEPT FREE OF JOB TRAILERS DEWATERING NOTE: SEE DEfATL PER ONSITE IMPROVEMENT PLANS O.C. HP HIGH POINT yq° :CONTRACTOR SHALL CONTACT we11 PERFORATIONS ANGLEDAND STORAGE AFTER THE CONTRACT MILESTONE DATE FOR THE OUTLOT. LP LOW POINT 8E1 FOR LOCATION OF ALL WM GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUTLOT WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF O STORM DRAIN MANHOLE DOWNWARD(TIP.) 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. X.XX% SLOPE ARROW CONSTRUCTION SWPPP REQUIRED BY STATE/LOCAL REQUIREMENTS FOR SPECIFIC OUTLOT. REFER TO MASTER Siff SPECIFICATIONS. p CURB DROP INLET ® INSTALL 2'CURB OPENING PER DETAIL'k'ON SHEET c-6.3. KEY MAP M NOT 10 SCALE MARK REVISIONS APPR. DATE OFEDEVEL DEVELOPMENT MD/OR CITY MD STATE LAWS,AND ATPERMIT MAY BE ISSU DND1SE PLANS HAVE BEEN REVIEWED FOR COMPLINCE WIH THE APPROPRIATE 0N5 PREPARED BY: SEAL t BENCHMARK:30 Executive Park,Suite 100 DESIGNATION ON#343K: BRASSUMENT TYPE,- FOUND 2" DISC WITHCITY OF LAKE ELSINORE DEAN°"`NUMBER: 16.96 EEr.MO RIVERSIDE COUNTY TRANSPORTATION COMMISSION. /6reenbergFarrew Irvine,CA 92614 oaNN0Ug29 CONCRETE COLLAR LOCATION NSOUTHWEST CORNER CENTRAL AVEN E AND CAMBERN C`•L I� C t:949 296 0450 f:949 296 O479 ' AVENUE(DOWN 1.0').AGENCY:NGVD 1929 WALMART SUPERCENTER#2077-07 ■5 NE �01 SCALE: DRAWN: BB NYNcp11�SITEIMPROL AVE VM NIT PLANS 52632 SHEET 11 OFM �•-ZI_I� �/1d�e� 06N08119 ° F..P., 31 2D !� 1" - zo' GRADING PLAN FILE No. REMON HABIB RCE 83156 DATE *l V1 Z? ARNE CITY ENGINEER J OUR AD RCE No. 46039 DATE f•of cAVA DATE: April 10, 2019 CHECKED:.JP I ,33b Filename:P:\2008\200800688\-CURRENTDRAWINGS\.PRODUCTION FILES\ONSTTE\200800688-C-2.1 -C2.7-PG Plot Oat.:4/10/2019 3.06 PM BY:Noel Bri...o 1 2 3 4 5 6 7 8 9 10 11 12 113 14 15 116 117 18 19 20 SEE SHEET II GRADING NOTES MATC W L 1 N E 1. ALL WORK SMALL BE DONE IN ACCORDANCE WITH THE CITY OF TARE ELSINORE MUNICIPAL CODE CHAPTER 15.72 AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE C.B.0 APPENDIX CHAPTER 33. A - - T �T e 2. A PERMIT SMALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINORE PRIOR TO ANY OPERATIONS. .63 1294.531NJ 1 4• NV"1" ` i� 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL U11LIf!COMPANIES AND U.S.A ALTER(1-800-422-4133)FORTY-EIGHT(48) 1 / HOURS PRIOR TO GRADING. i-99.3TG 1297.OR "''.+.,.,e-" I 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST TWENTY-FOUR(24)HOURS IN ADVANCE OF BEGINNING 1296.9R I� GRADING OPERATIONS. I I ) I 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVE BY THE CITY ENGINEER. 1299 '�1302.00FS I { I{ I I 1 .III 6. �PLOPS SHALL BE NO STEEPER THAN 2.5 HORIZONTAL TO 1 VERTICAL UNLESS OTHERWISE APPROVED,AND SHALL BE SHOWN ON 130i.97TC i 7. FILL SLOPES SHALL BE NO STEEPER THAN 2.5 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,SHALL BE SHOWN ON PLAN, B / ! f ` k 1301.47R i N�� {{ { I I j! I;' II! f AND SHALL NOT HAVE LESS THAN 95%RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. \� \!,N- 1303.0OFF I i I I r I;)' J'/ 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 95%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 4/7 SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL I I I I ( 10. ALL FIL MATERIAL SHALL BE CLEAN EARTH.NO FIL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS APPROVED BY THE SOILS ARCRIT C1URAL S I { I I p ENGINEER. 13003100 LF _4 { I I I) ( 11. FINISH:GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN J"PER FOOT FOR A MINIMUM OF 3',THEN 1% (MINTIIM)TO FLOWLINE OF EARTH SWALE. 1.5% i (I I III - I J 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 k;02.65 { I I I GREATER THAN 10'.DRAINAGE SwAIEs SHALL BE MINIMUM OF 0.5'DEEP AND CONSTRUCTED A MINIMUM OF 2'FROM THE TOP OF CUT OR r FILL SLOPES.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 100 YEAR STORM FLOWS ALONG TOP OF CUT SLOPES. 15' NO OBSTRUCTION OF ROOD PINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 16. A SOILS ENGINEER SHALL BE RETAINED BY THE OMOPER,TO SUPERVISE GRADING AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDES '�• ! 1301 ! I MAX { M!AXI I, ! I FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF SOIL 1 ! 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A SOTS ENGINEER SHALL BE 1 IPROP�OSED BUILDING 1%2.00Fs/GB f l I ` I I,I !ff (I, SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS. I 1 ( 18. THE SOILS ENGINEERING INVESTIGATION PREPARED BY MOORE TWINNING ASSOCIATES,INC.DATED MARCH 5,2018 SHALL BE CONSIDERED A D I �-'" --- PART OF THIS GRADING PLAN,AND SMALL BE COMPLIED WITH. {\ FF= 1303.00 Ev\1����"� -"' 1S0P I 3023 C ( I ��'' �! (I 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SH41 SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION.WHERE SPECIFIC 1301 8{\\ {III I I ELEVATIONS ARE REQUIRED,THE ELEVATION(PATH RESPECT TO MEAN SEA LEVEL)SHALL BE GIVEN.IF AN ELEVATION WITH RESPECT TO) r9 I �I i:. I� ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 1 \ •I 130226TC I I I 1 I 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE HELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. II \ !) ! I 1301.76FL I { i I IJ I'', I 21. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND ENGINEERING \ / 1302.84FS 1302.84FS/ I {I i I I II DEPARTMENT FOR CUT AND FiLL SLOPES OVER 30'IN VERTICAL HEIGHT. 1 o� I I I I \ I 22. A FN&COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. I p I Jp I,�. 23. IT STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE CLEARED,KEYED AND BENCHED INTO FIRM NATURAL- S �/"•` // ! U !f I II {_ I 1,.�' _ I SOY.FOR FULL SUPPORT.PREPARATION.SMALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL / I I �- I. SLOPES GREATER.THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED. r // j 24. THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES. 1 rrr f // ! / 1302'71FS 1302'71FS II 1302.13TC 1301.6bFL A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF ALLUVIAL COLLUVIL AND TERRACED AREAS AND ANY I I � I III Io� SUBSTRUCTURES. I cI ( !I I I ` I B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING AND FILLING OPERATIONS. ,302'44FS "� 1�2' x I I I III IIII I r C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL Z !V I ! �302.01TC ,I I i ( II I D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. - - r k 1301.51FL I I `I I I 25. EROSION CONTROL,ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT OR ANOTHER APPROVED GROUND COVER AT TWELVE /� 1301.86TC .7 I I i I I I) ).. Q �, INCHES(12�ON CENTER.SLOPES OVER FIFTEEN FEET(15')IN VERTICAL HEIGHT,IN ADDITION TO GROUND COVER,SHALL BE PLANTED. 1 �(P)UMTIS OF 1301.36R I I I I I / I F = W / ! / ! 3.5% I I III WITH APPROVED TREES,SHRUBS,OR COMBINATIONS THEREOF.SHRUBS SHALL 8E PLANTED AT TEN FEET(10')ON CENTER;TREES TWENTY ! / OVEREXCAVATION I 0 Iy 1 I I I M ( FEET(20')ON CENTER;COMBINATIONS FIFTEEN FEET(15')ON CENTER.SLOPES OVER THREE FEET(S)IN VERTICAL HEIGHT SHALL HAVE = 1 J \ / r---� I i I I� PERMANENT IRRIGATION SYSTEMS WITH BACKROW PREVENTION DEVICES PER U.P.C. r CT W I{ I ( I ( ILK 26. GAPPROVEDRADING PROO ECTTff MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE Ia H I { / ! ❑E r/ �, I �I (�I III I i I-- P,..--.-.,� I 27. APPROVED EROSION PREVENTATIVE DEVISES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SMALL BE IN PLACE AT I i ^7 / LI - r l 1297. THE FIND OF EACH DAYSS WORK. ( / �.--_ 1293.61NN O r 1293.66INV,1 � � 7293.5611�I I / I 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION sAEtTY ORDERS. 29. THE LOCATION AND PROTECTION OF ALL LRILTIES IS THE RESPONSIBLITY OF THE PERMTTEE. 30' AN APPROVED SET OF GRADING PLANS SWILL BE ON THE JOB SITE AT ALL TIMES. G !! i I r rrr -..,./ d�.,r130 58RIM _ it - I I hl I ! I 31. SANITARY FACILITIES SNALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERATION. iil I I 32. ALL SLOPES SHALL LE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS OF THREE(3)FEET 1299.64FL I I III I 121)5.39T I VERTICAL.HEIGHT WITHIN NINETY(90)DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH ORDINANCE NO. I 1 1 ! I - 1294.89R I - 882 PRIOR TO THE APPROVAL OF FN&INSPECTION. r a- 1 ^„�`� ,1..�" I I ( III I I I / I 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE SOLELY RESPONSIBLE FOR / 1303. 1303.WF5� ,.� I I I� I ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS,WHETHER OR NOT SUCH FACILITIES ARE 1 \A ( ( �I „��• - - _ ( I I I // I SHOWN ON THESE PLANS. 729890TC I I j I J II 34, THE DESIGN.ENGINEER SHALL PROVIDE A MINIMUM OF ONE(1)BLUE TOP PER FINISHED PAD,PRIOR TO ROUGH GRADE APPROVAL 1298:40FL I I I I 129&OFG/MP II 35. APPROXIMATE DATE OR BEGINNING OPERATION:COMPLETION: H 1 \\ l i L / 1 a ' � I I 4 I I II I \ I \ I 1 / - 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH MAXIMUM DIMENSION GREATER THAN THREE INCHES(3-)WILL BE PLACED IN FILLS \ 1298.OFG/HP 1303.00FF I _-I / f/ I� WITHIN ROADBED AREAS OR THREE FEET(S)OF FINISH GRADES,UNLESS THE LOCATION,MATERIALS,AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. 1297.86TC s 1293.85IN ! \ / 37. T14E ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL. 3B. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RE[AINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT. 39. THUS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM(NPDES)PERMIT TO REGULATE MUNICIPAL AND 1297 Q i .75TC \ 1293.84NV �1297.25R INDUSTRIAL STORM WATER DISCHARGES. I„ �� 1293.85NNV / NPDES WDI1 I DATE PERMIT ISSUED: ` (P)UMITIS OF e,`L 1293.979N 4.0% I l 40. DRAINAGE EASEMENTS Will.BE KEPT CLEAR OF ALL OBSTRUCTIONS.NO BUILDINGS OR WAILS SHALL BE PLACED WITHIN EASEMENT LIMITS. OVEREXCAVATION .. (P)LIMTIS OF_ -7 _ _ )^ ^n 1 G9ITC !� // TEMPORARY IMPROVEMENTS ARE SUBJECT TO REMOVAL AT OWNER'S EXPENSE. \ 130282FS 1302.51F5 „_,13D2.51FS OVEREXCAVATON I �ti° 1296.41R \ J \ 0 CF \`n4 0 CF 1 0 CF c \ 6 t Ii 1 I f_- J NOTE:INSTALLATION/CONSTRUCTING THE FOLLOWING; 1 \ I I I GRAPHIC SCALE IN \ CURB,CURB AND GUTTER,2'CURB OPENING AND 1 iSRW I j295.385R e! 129I.30TC I �l a' to 2'STEP OUT SLAB PER SITE PLAN SHEET C-1.0 1 1301.74RIM n n 1300.85TC 1300.78TC r t 1294.80FL \\ �rj� I 1300.35R 1300.28FL ,�°' 1296.461C � - - I 1295.9RiR 1 1300.46'TC / 1300.B' 1299.96FL�" i296.70TC i294.47FL k - 1 Each: 20 R I ?�� 1300.35R f 1299.347C 1 7.ITC _ 1296.20FL - __ - --y I _ - I TT *i";JT fT f DMA 107 0 1298.84R 1297.37R k 1 s.Niorc i288. /� \ I T �# ,i298.70TC'" 1296.30F1 - '` 1.0% 1300.49TC r.1 r/ 1298.20R3R 1 WITH:4'CHAIN-UNK FENCE 1299.98FT./UP .2 9W f \ I -- 1294.41TG - - g 129329FL ° I , i HEST - .1 a I e SHEET G- I SHE C-2. i f/ `�.,,,_ „f'' / 1288.931NV = _ - - - 12 .2ONV ti LEGEND ABBREVIATIONS „ 4- PROPOSED BUILDING -XX- PROPOSED CONTOUR x XX.XX SPOT ELEVAION 4 li,, - - - +✓ NOTE:SECTION DETAILS ARE SHOWN ON SHEET C-2.7 x XX.XX TC TOP OF CURB PROPOSED CURB OR CURB&GUTTER - -kk --- EXISTING CONTOUR x X%.XX FS FINISHED SURFACE i a • x XX.XX R ROWUNE I o ... ALERT TO CONTRACTOR: RETAINING WALL - - OVEREXCAVAT'ION k PAD LIMITS x XX.XX TG TOP OF GRATE x XX.XX TOP TOP OF STTRUCI'URE OR CASIING L 2.4 •� SHEET C- - ALL WM GENERAL CONTRACTOR WORK 70 BE COMPLETED(EAR7IHWORK, ® GRATED DROP INLET �-... ROM'LINE x XX.XX TillFMB GRADE O TOP OF WALL I z 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 BIO-RETENTION BASIN WITH 6" x(XX.XX) EXISTING ELEVATION CONTRACTOR SHALL CONTACT PROJECT DOCUMENTS.OUTLOT AREA TO BE KEPT FREE OF JOB TRAILERS DEWATERING NOTE: SEE DETAIL PER ONSITE IMPROVEMENT PLANS PERFORATED PVC UNDERDRANS AT HIP HIGH POINT ' 811 FOR LOCATION OF ALL AND STORAGE AFTER THE CONTRACT MILESTONE DATE FOR THE OUTLOT. - - 0.5%MINIMUM SLOPE SPACED AT 5' LP LOW POINT - WM GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUTLOT WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF O STORM DRAIN MANHOLE O.C.WITH PERFORATIONS ANGLED .. UTILITIES,AT LEAST 72 HOURS CONTRACTOR TO THE SPECIFIC PARCEL AT ALL TIMES AFTER MILESTONE WET WEATHER,PROVIDE ADEQUATE DEWATERN GRADING KEY NOTES G,DRAINAGE,AND DOWNWARD(Typ,) KEY ■� PRIOR TO BEGINNING DATE.PURCHASER OF OUTLOT TO PROVIDE PERMIT DOCUMENTS AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. X�% SLOPE ARROW KEY AP CONSTRUCTION SWPPP REWIRED BY STATE/LOCAL REQUIREMENTS FOR SPECIFIC OUTLOT. REFER TO MASTER SITE SPECIFICATIONS FTA INSTALL 2'CURB OPENING PER DETAIL ON SHEET C-6.3. NOT TO SCALE M •13•/ U CURB DROP INLET 'k' MARK REVISIONS APPR. DATE OF OEVELOPMENTVAND/OR CITYIE AND STATE LAWS,AND A PERMIT MAYBE ISSUED.NDTONS PREPARED BY: SEAL BENCHMARK: CITY OF LAKE ELSINORE DRAWING NOM6ER: 30 Executive Perk,Suite 100 DESIGNATION AGENCY:RIVERSIDE 16.96 UMNTTCOUNTY TRANSPORTATION COMMISSION. WITH 10' Irvine,CA 92614 ,oaN N0Ugj90 CONCRETE COLLAR LOCATION:SOUTHWEST CORNER CENTRYPE FOUND 2" AL AVENUE AND CAMBERN 1~fff VOOnn� Y 1 W.,� t:949 296 0450 f:949 296 0479 „ AVENUE(DOWN 1.0').AGENCY:NGVD 1929 WALMART SIIPERCENTER#M77-07 1 6 / 29260 CENTRAL AVE LANE ELSINORE,CA 92532 �l g_ L� _�9 A. SCALE: DRAWN: BB ON-SITE IMPROVEMENT PLANS SHEET 120F $$ `� 12/31/20 '" - 20 GRADING PLAN FIDE No. REMON HABIB RCE 83156 DATE / r 08/08/19 J?4Tf C1V7T-�Q'p DATE: CHECKED: JP vAISRN6 CITY ENGINEER J OUR AD RCE No. 46039 DATE OF CAS ApI11 10, 2019. Filename:P:\2008\200800688\_CURRENTDRAWINGS\_PRODUCTION FILES\ONSRE\200800688-C-2.1 -C2.7-PG Plot nate 4/10/2019 3,06 PM BY:Noel BH.- 1 1 2 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 A B R R R 12.4'RIGHT-OF-WAY 10'RIGHT-OF-WAY 10'RIGHT-OF-WAY 6.4'LANDSCAPE 5'LANDSCAPE R 5'LANDSCAPE j &6'SIDEWALK &5'SIDEWALK 2, 10'RGHT—OF—WAY &5'SIDEWALK (P7(P) (P)CURB& I n 2' 5 LANDSCAPE VARIES—LANDSCAPE (P)CURB F42' M &5'SIDEWALK I GUTTER 2.0X PROPOSED C (P)CURB GR 2.OX 2 (P)5 SDWK ` BUILDING MATCH(E) 1 CONTINUATION PER OFFSITE 1 CONTINUATION PER OFFSfIE \VARIErSFF=1309 PAVEMENTy,5 PAD CAMBERN AYE PLANS 2.5 CAMBERN AYE PLANS 1312.9 SDWK 2.0X CONTINUATION PER OFFSITE MAX. CAMSERN AYE PINTS FUTURE I BUILDING 2.5 (P)SD TO B E (P)SWALE (P)CURB (P)PARKING LOT E SECTION A-A- SEE SHEET C-2.1 SECTION B-13 - 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) 1"=20' SCALE: (H) 1-=20' SCALE: (H) 1-=20' M1-=2' M 1' 2' M 1- 2' (V) 1 =2' F 42' PROPOSED: BUILDING FF-1303 (P)CURB 12' R �z 1.0% 10'LANDSCAPE G VALLGUTIFR 1 ( RETAINING WALL (P) (P)CURB& 1 (E)RETANMNG W/4'CNANI-IJNK FENCER 10'RIGHT-OF-WAY GUTTER WALL R 1 1 5'LANDSCAPE `z 7.36' j--2.51' &5'SIDEWALK It 2 I EXISTING 5x H 2.X. (P)CURB& PARING LOT MA GUTTER 1 i 1 EXISTING E)CURB (P)CURB BUILDING GUTTER (P)$WALE PAD 1 TO BASIN 1304.2 FUTURE (E)SURFACE RESIDENTIAL 1 BUILDING 1 (P)SWALE TO BASH 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 J 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 GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK,FINAL UTILITIES,AND FINAL BY THE MILESTONE _ DEWATERING NOTE: PROJECT DOCUMENTS,OUTLOT AREA)TO BE KEPT FREE OF OBNTRAILERS AND STORAGE AFTER THE CONTRACT MILESTONE DATE FOR THE OUTIN. WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WM GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUTLOT WET WEATHER,PROVIDE ADEQUATE DEWATERING,DRAINAGE,AND CONTRACTOR TO THE SPECIFIC PARCEL AT ALL 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/LDCAL REQUIREMENTS FOR SPECIFIC OUTLOT. M B.V S•i;'�9 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 1000�< : FOUND S DISC MTH CITY OF LAKE ELSINORE /GreeAergFerreww Irvine,CA92614 'oaNN0Ugr90�(i CONCRETE COLLAR LOCATION:NSO HWESTUMENT ECORNER CENTRAL AVENUE AND C M'BERN !� 'J t:949 296 0450 f:949 296 0479 W AVENUE(DOWN 1.0').AGENCY:NGVD 1929 WALMART SUPERC � ENTER#2077-07 2 B I 1' _ *"E f601 SCALE: DRAWN: BB Z928000NSITEIMPRENTRAL AVE OVEMENKE ITPLANSAgZSaZ SHEET13OF4Z �—----1— 11 TE 2( 19 ° E�'12 ' 1° - 20' GRADING SECTIONS FILE No. OB/OS/19 Crv1� � REMON HABIB RICE 83156 DATE '� �p AOFIN9 CITY ENGINEER J OUR AD RCE No. 46039 DATE 4Tf OF CAVY DATE: April 10, 2019 CHECKED: JP Filename:P:\2008\200800688\—CURRENTDRAWINGS\—PRODUCTION FILES\ONSRE\200800688—C-2.1 —C2.7—PG Plot Date:4/10/2019 3:07 PM RY:Noel Rfisena 1 2 1 3 4 5 1 6 7 8 9 10 11 12 1 13 14 15 16 17 18 19 20 A 1305 1305 c� —:2 13)3.30TWi (P)TOP OF + WALLA 2� �2 i__ 1302.63TW �2 t 1301.2�7111 I gg 1300 (P)SURFACE 1300 BACK OF WALL L 12 9.28TW m 1298.61TW 9.21W + _gas z3 4- 1298.1 c! 12)7.94TF + (P)SURFACE ci wm FRONT OF WALL �2 FRONT OF WAL 1296.60T� P TO F OF 1295.93TF rt Foo nNG D 1295 1295 +16 L6 1 4.597 1293. u� DMA 3 BIO—RErENTION 1.5, DETAIL ON SHFET Q-7,1 2.5' cM� ------ 4293.251 rn v T, E _7 4-1 1 1290 290 9 I5L 10+00 11+00 12+00 13+00 13+80 WALL PROFILE SECTION 1-1 F SCALE(H) 1-=20' NOT TO SCALE (V) 1-=2' PROJECT SITE LA FITNESS/RESIDENTIAL G (P)CHAIN LINK FENCE PER CHAIN LINK FENCE DEFAL ON SHEET C-6.5 Tw (P)CONCRETE RETAINING Bw WALL ON SHEET C-6.4& (P)SURFACE] E3 H IV GROUND 'Ut""L ON IN" WALL C 'Wt ON C 6.5 5 (P)SURFACE 1294.97TC T�;w. 0. D t 2 1294.4 12 4.5FG Cmu WALL DETAIL 0M.,M_ NOT TO SCALE 0') -11+00 —12+00 13+00-- 13 46 �1294 .7�GICB pam 28.78a IIII g BV!� m� =�� c4 c'�i wm c4 c4 _N PROJECT SITE LA FITNESS/RESIDENTK Zo q��-'5—- (P)RETAINING WALL IQ P + cli 7 .4 (P)3:1 SLO E C� E) DETAIL HEREON E�c .Rm + + od_.do Ir ;t'guj� � 4. �� v +c! t2F 4 t2— 1 9 02t2 N NNE (P)CHAIN LINK FENCE PER CHAIN LINK FENCE DETAIL ON SHEET C-6.5 TW (P)CONCRETE RETAINING BW C-6.5 WALL ON SHEET C—6.4& (P) 2.5' SURFACE M K E (E)GROUND PLAN VIEW NOTE TO CONTRACTOR: ABBREVIATIONS (P)SURFACE 1.INVERT ELEVATIONS SHOWN ON THIS SHEET ARE TW ELEVATION®TOP OF WALL TF BW FINISHED GRADE 0 BACK OF WALL FOR THE 6'PERFORATED PVC UNDER DRAIN PIPE. FW FINISHED GRADE 0 FRONT OF WALL TF ELEVATION 0 TOP OF FOOTING 2.THE OIJW STORM DRAIN PIPE SIZE,SLOPE,AND ALERT TO CONTRACTOR: FG FINISHED GROUND L ELEVATIONS PER STORM DRAIN PLAN SHEET C-3.0. GB GRADE BRIEAK CAST IN PLACE WALL DETAIL ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK, (ALTERNATE OPTION) 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: GRAPHIC SCALE NOT TO SCALE AND STORAGE AFTER THE CONTRACT MILESTONE DATE FOR THE OUTLOT. 20 0 10 20 811 FOR LOCATION OF ALL WM GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUTLOT WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF UTILITIES,AT LEAST 72 HOURS CONTRACTOR TO THE SPECIFIC PARCEL AT ALL TIMES AFTER MILESTONE WET WEATHER,PROVIDE ADEQUATE DENATERING,DRAINAGE,AND PRIOR TO BEGINNING DATE. PURCHASER OF OUTLOT TO PROVIDE PERMIT DOCUMENTS AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. IN FM CONSTRUCTION SWPPP REQUIRED BY STATE/LOCAL REQUIREMENTS FOR SPECIFIC OUTLOT. REFER TO MASTER SITE SPECIFICATIONS. 1 inch = 20 ft THESE PLANS HAVE BEEN REVIEWED FOR COMPUANCE WITH THE APPROPRIATE CONDITIONS PREPARED BY: SEAL BENCHMARK: 1 DRAWING NUMBER: MARK REVISIONS APPR- DATE OF DEVELOPMENT AND/OR CITY AND STATE LAWS,AND A PERMIT MAY BE ISSUED. DESIGNATION J3433 AGENCY:RIVERSIDE COUNTY TRANSPORTATION COMMISSION. CITY OF LAKE ELSINORE OW 30 Eecufil.P.11,Suft.100 So ELEVATION:1316.96 FEET.MONUMENT TYPE FOUNDC 2"BRASS DISC WF­H 10" Irvine,CA 92614 CONCRETE COLLAR.LOCATION:SOUTHWEST CORNER CENTRAL AVENUE AND CAMBFRN 1\SCD REPLACE SCREEN WALL FOR CHAIN LINK FENCE ON RETAINING WALL.ADDED WALL PLAN SHEET.ADDED 12/04/19 ff GreenbergFarr t:949 296 0450 f 949 296 0479 AVENUE(DOWN lo').AGENCY:NGVD 1929 WALMART SUPERICENTER#2077-07 CmU) No. o 29260 CENTRAL AVE LAKE ELSINORE,CA 92532 NOTE TO CONTRACTOR:OUTLET SO PIPE ELEVATION VS UNDER DRAIN PIPE ELEVATION — o. 46039 U114 � Iev Exp.I 0 SCALE: DRAWN: BB ON-SITE IMPROVEMENT PLANS SHEET 14 OF 42 S im � RELY ERMNEFMIER B RWJ83156 DATE DATE VI DATE: CHECKED: JP WALL PLAN CI JOHN NOURZAD, RCE Na. 46039 pp December 4, 2019 Filename:P:\2008\200800688\—CURRENTDRAMNGS\—PRODUCTION FILES\ONSrrE\200900688—C-2.1 —C2.7—PG Plot Date: 12/4/2019 7.-34 PM BY.Noel BrIlseno 1 2 13 4 5 16 17 18 1 9 10 11 1 12 13 14 115 16 17 18 1 19 120 STORM DRAIN NOTES A 7`"" _-_7 OR GA ----- SD1 INSTALL FLOGARD CATCH BASIN INSERT FILTER,CURB INLET 2 EA J A- -- -- -- --- ---_ 2"VV---- ,^'"•-- .'2'hN .----- 12"W 12"W--. 12"W-...-._._. 92, r .._4 1P INSTALL 4'HDPE STORM DRAIN PIPE AND APPURTENANCES 36 LF -A -- 12"W 1 12"W---- 12"W---- 12"W---- 12"W 12"VV--- 12"W---- 12"W------92"W 12 - 9T'W- 12`"N--- a ---- --- 1297.651NY IN(W) INSTALL 12-14DPE STORM DRAIN PIPE AND APPURTENANCES 626 LF ® INSTALL 18"HDPE STORM DRAIN PIPE AND APPURTENANCES 1253 LF 3 130 -M 1 7. V __- I I i i 'III - ®INSTALL 20'HDPE STORM DRAIN PIPE AND APPURTENANCES 10 LF t2 I Di ��� ri v q, 1298.041V IN 1302.64RIM i I7 n a, OUTLOT 1 (� T1298.91INV REFER To sos 1 1 g I 1 i Gn I SD9 INSTAL.24°HDPE STORM DRAIN PIPE AND APPURTENANCES 976 LF 1297.961V OUT(SE) /MEP SDS 1298.00IV(207 IM i l l l l l 1 I AREA: f0.569 AC IPLANS 1297.021V(241 OUT 8,, 1 1 '1296.20TG i i (i SD7 INSTALL 30°HDPE STORM DRAIN PIPE AND APPURTENANCES 438 LF D1 1 4 I 13106 M Of a I .3 0 O 1303.621V O (NW) R, SAN\ O INSTALL DMA 7 810 CLEAN MWS-L-4-19(UNITS 1 &3)STORMWATER BIORLTRATION SYSTEM PER UI O O O F O REFER TO EA 13D3\5171V OUT(SW) ARCH/MEP PLANS �, G it , I DETAIL ON SHEET C-7.2.OR APPROVED EQUAL 2 1305.07T D1 D2 SD21 1 1' 21V(18 CONSTRUCT SIPHONIG BREAK MANHOLE PER'DETAIL'SD3'ON SHEET C-7.0 3 EA 730. 1 V 1303.O6IV 1298AW 3 TEE ' C - - (4") i N Dt INSTALL PLUG FOR FUTURE CONNECTION 2 EA u 1 O O H O O O O ¢ D1 INSTALL DMA 10 BID CLEAN MWS-L-4-9 STORMWATER BIOFlLTRATION SYSTEM PER DETAL ON 1 EA - V DMA-9 .71P�V zz c7 I; SHEET C-7.2 OR APPROVED EQUAL ° 3 O p 3 ®1 CONSTRUCT JUNCTION MANHOLE PER DETAIL'SD2'ON SHEET C-7.0 12 EA W OUTLOT 2 1 1 13o7.43TG DI D2 3 I i- AREA;f0711 AC 1301.661V � SUPERCENTER ro I Di INSTALL JENSEN PRECAST 24"X24-DROP INLET OR APPROVED EQUAL 2 EA D1 1301.541V 4 O O O O O F O O O A Q DMA-9 3 #2077-07 �� ®1 .INSTALL&0 CLEAN OVERT DVT-10-8 PER DETAIL ON SHEET C-7.3 OR APPROVED EQUAL 3 EA 1300.921NV m INSTALL DMA 5 BID CLEAN MWS-L-8-16 STORMWATER B10FILTRATION SYSTEM PER DETAL ON D < 1299.991V(12'NE) - C-151-OR-NO :� Dt SHEET C-7.1 OR APPROVED EQUAL 1 EA c REDUCE 1299.491V(78-SW) 1305.99TG D1 D22 158,424 SF(APPROX.) 1 1288.201V IN(NE) 1 - I'■ _ - TEE&-1299.311Nv(18� 1299.971V O O O O .)- O O 7286.t01IYV OUT(SW) 1 ! ,l D7 CONSTRUCT GRATE INLET'PER DETAIL'SDI'ON STUFFY C-7.0 WITH 36"X36"GRATE 3 EA DMA-9 F.F.E.=1303 EA REDUCER1299.S61V 12" - iiii i it Di INSTALL FORTERRA PRECAST WINGED HEADWALL(AW)FOR 18-PIPE PER DETAIL ON SHEET C-7.1 ( 1297.691NV(18")TEE& za 02/12/18 RNA i i % I I II OR APPROVED EQUAL WITH 5'X5'X1'BACKING NO.3 RIP RAP 1 ..•• `n 1305.91 10 °i 1297.941NV(12")REDUCER DMA-7 DETAIL f6 "I 1 I iw 01 1299.971V / 1305.06TG Dt i---- I�GC CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR eJ Ot CONSTRUCT BIORETENTION FACILITY PER DETAIL ON SHEET C-7.1 12 EA -� EXACT LOCATION AND DIMENSIONS OF VESTIBULE,SLOPED 11290.351W 1 1 i ' OUTLOT 3 1 9.551V M,. - PAVING,EXT PORCHES,RAMPS AND TRUCK DOORS,PRECISE 1 1 1 ®1 CONNECT TO DROP INLET 2 EA U 3 I11 �I E � � 7 -- - _ � BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS I I i I i III I.I - - ° I AREA:t0.578 AC °� 3 iiii I 11 CONSTRUCT CURB OPENINGCATCH BASIN PER SPPAC STD..3OD-3 PER DETAIL ON SHEET C-7.2 5 FA TEE&1297.271V(16")1 1 1,�- ---� REFER TO i i 1 1 2 SD2 m n I l i i WIDTH PER PLAN. REDUCER1297.531V(121 1297.941V ARCH/MEP PLANS -- z a l l i l l I y i i 1 D2 INSTALL DMA 8 810 CLEAN MWS-L-8-12 STORMWATER BIOFILTRATiON SYSTEM PER DETAIL ON 1 EA TEE&1296.9291V 18' g 1305.04RIM 1 0. 3"D rn iiii SHEET C-T2 OR APPROVED EQUAL REDUCER "!2?.(12' 1296.721V IN(SW) DI 129511 M 1 w 3 1294.171V IN NW D1 e 1295.421V IN(NW)S� t 0.1 RIM oo ( ) I - -- 297.091V IN D1 ® INSTALL ADS NYLOPLAST 12"DRAIN BASIN WITH DOME GRATE OR APPROVED EQUAL 90 EA (� O O 1295.11V IN 1297.661V IN(SE) i I .1 - z ( ) (N� 1292.931V IN(NE) 1 INSTALL BIO CLEAN STANDARD KRAKEN FILTER KS-4-4 PER OEI1N ON SHEET C-7 3 OR �t 1300.571V 1294.8TG OUT SE � 129302.40 OUT SW 3 iiiii, !' ® ASTALL 81 EQUAL 2 EA 2 v 1295.401V OUT(SE) 1294.319A/IN(NW) ( ) i N ttr 13 4.8TG 1302.40RIM i F i ) W=75, 129758IIV 1 D2 1293.161V IN(SE) 3 1296.050N IN(SE) ' 2 1 li ' D 149 1292.8BWV EXIT(SW) 1 1 ® INSTALL 8"HDPE STORM DRAIN PIPE AND APPURTENANCES 87 LF 1293.190A OUT(NW) REFER TO rpE 130.58M . li 1286J61V IN(NW) 1 1301 50TG REFER lO SD0. L 1298.001V IN(tAY) 300.271V It(NE) O O O O H O O 1294.916W qO SD4 ARCH/MEP PLANS ARCH/MEP PLANS 1295.441V OUT ® INSTALL 36-HDPE STORM DRAM PIPE AND APPURTENANCES 24 LF i s i CD 1299.691V OUT SE 1304.9'I 1�30�3.79TG ,, �1287,31W 1 I ® INSTALL DMA 7 BID CLEAN MWS-L-4-19(UNIT 2)STORMWATER BDFILTRATION SYSTEM PER DETAIL( ) 1 D 1297. 1 EA 1 .+I 7297.701 130.71RIM I 1 DI ON SHEET C-72 OR APPROVED EQUAL W=7.5' 1297.17MN IN S D91A$ 3 1 ('� SD9 1301.74RIM ( ) � - ° )MIA-9 1298.00IV IN(SE) i IZ95.43RIM D2 1287.179N IN N(SE) i 1297.171NV IN(NW) DMA-5 DETAIL 1292.411V 30 1290.4tlV IN NW 1 97.251V ( ) 1295.281NV IN(NE) 1 i2ass7IV o1>r(SE) .--- ( .) 7296.211V our(NW) 1 - i 1297.071V OUT(NE) \ 1292.611V 24 1 01.1 RI 1290.351V OUT SE + i , I OUTLOT 4 ( ) 1292.421NV our{sw) G 1 7D 25--- O }- O O O O 1291.991V IN(N) 1 �udO�,n+� -- 72as.oaNv(30-) LEGEND i i 1 AREA; t0.679 AC D1 1298.121VG I iDMA-9 ( 1291.891V OUT(SE) 2"IW R 1289.SBIV 18 Ili 1297.741NV 1299.11 OTG 1 2 "W 8"W 8"W-8"W 8"W- 8' -1295.291V IN(W)g"W g" - 7. "W F1294.41TG PROPOSED BUILDING 1288.931 t. O � -SAN: � SAN> --�-SAN> -SAN> N5- 1 D1 F D1 ON(W.S) 1290.O11V 12 0 1 - 1297.631NV IN W,S -- -- -- ' ------__-- 128299I98R 1 PROPOSED CURB OR CURB ffi GUTTER 1297.531V OUT(NE) DMA-d- - t_ ---- - " SDt1 V(307 - - - () y - - - - REMNING WALL m c 1 D2 } 1290.771V �IPROPOSED ON SITE STORM DRAIN PIPING O 1 IF #1 1295.581NV - Q_ 1288551NV IN(S) x I s H _-ei rM 1288.351V OUT(E) .. ® GRATED DROP INLET y ED SIPHONIC BREAK CONCRETE STORM MANHOLE SEE a GRAPHIC SCALE DETAIL PER ONSITE IMPROVEMENT PLANS So0 06 ® STORM DRAIN MANHOLE , NOTE SEE GRADING SHEETS C-2.1 TO C-2.6 ® CURB DROP INLET FOR BIORETENTION UNDERDRAN ELEVATIONS LINE DATA LINE DATA LNIIE DATA LINE DATA ( IN FTET ) _ 1 inch = 80 ft.. ■ KRAIEN FLiER LINE No. BEARING LENGTHI SLOPE DESCRIPTION LINE No. BEARING LENGTH SLOPE DESCRIPTION LINE No. BEARING LENGTH SLOPE DESCRIPTION LINE No. BEARING LENGTH SLOPE DESCRIPTION ----------------------------------------'I ------------------------------I 1 N4619'30"E 9.00'1 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'HOPE I 1 1298.08FIL/HP 1 •4 D1 I I I 2 N43'40'30'E 70.00' 0.020 12'HDPE 22 S43'40'30"W 17.62' 0.005 12"HDPE 42 S43'40'28"W 49.09' 0.010 30"HDPE 62 N4342'51"E 228.85' 0.013 18"HDPE i t W=14 1 04FL i _I. 1298.52 NP 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 S46'19'32"E 237.60' 0.005 24"HDPE 1 9.71V 1295.68911 129. 1 4 N43'40'30"E 14.50' 0.020 12"HDPE 24 543'40'30"W 55.16' 0.005 12"HDPE 44 N4619'32"W 26.00' 0.005 24" HDPE 64 588'40'28"W 42.44' 0.003 18"HDPE (� 1297.78IMV 1 5.6 12 7.801V I ---- J 1 .7 5 N4619'51"W 31.00' 0.020 12"HDPE 25 St'19'30"E 10.15' 0.010 12"HDPE 45 S46'19'32"E 3.33' 0.005 8"HDPE 65 S43'40'27"W 14.92' 0.003 18"HDPE ----- 1298,031NV t O I I 1 91 1296.41 INV I NV 1 I W=14 1 96.99JV 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 S4340'28"W 92.94' 0.003 18" HDPE I I O O O 7 N43'40'30"E 5.70' 0.033 18"HDPE 27 N461W32"W 38.12' 0.010 12"HDPE 47 S43'40'28"W 16.84' 0.010 30"HDPE - 67 N46'19'32"W 70,05' 0.003 18"HDPE I 1 5.7 1297.80 V I 1 I 8 S46'19'28"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 I 1 .7 V I I 1 1298.11FL/HP 1295.67MN 9 N43'40'30'E 48.SO' 0.033 18'HDPE 29 S43'40'30"W 29.08' 0.004 24'HDPE 49 N66'O6'23"E 14.54' 0.020 12"HDPE 69 N46'16'49"W 23.24' 0.009 36"HDPE ( 561NV 1298 1297.79NV I 1 .44 - 9 K 1 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 165.96' 0,009 30"HDPE 70 N46'19'30"W 31.00' 0.020 12"HDPE 1 t 7 1 i SD1 W=14 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 12 N4619'47"W 36.00'1 0.056 18"HDPE 32 S4619'32"E 7,00` 0.007 8"HDPE 52 S43'40'12"W -18.96' 0.033 12"HDPE - I I F 8"W 8"W 13 N0119'47"W 41.68' 0.010 18"HDPE 33 S4619'32"E 21.42' 0.009 8"HDPE 53 S88'40'28"W 4.29' 0.033 1 12"HDPE f.`IJRtVE DATA I I --------------II -----I 14 N43'40'30'E 26,61' 0.010 18'HDPE 34 N4619'32"W 4.00' 0.011 8"HOPE 54 N46'19'32-W 19.67' 0.009 30"HDPE CURVE No. 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"HOPE SCALE: 1" = 10' SCALE: 1" = 10' - 16 N43'40'30"E 18,58' 0,010 18"HDPE 36 S46-19'32"E 21.42' 0.009 8"HDPE 56 S43'40'27"W 4,01' 0.040 18"HDPE - 17• S43'40'31"W 38.92' 0.005 18"HOPE 37 N46'19'30"W 247,64' 0.005 30"HDPE 57 N4619'32"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"HOPE 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 1HE MILESTONE DATE IN PROJECT DOCUMENTS.OUTLOT AREA TO BE KEPT FREE of JOB TRAILERS AND STORAGE 18"HDPE 59 S88'40'28"W 113.24' 0.009 30"HDPE PRIOR TO BEGINNING WET WEATHER,PROVIDE ADEQUATE DEWATERING,DRAINAGE,AND AFTER THE CONTRACT MILESTONE DATE FOR THE OUTLOT.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, 0.019 GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. FOR OUTLDT 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 SPECIFIC OUTLOT. M 20 N46'19'29"W 50,47' 0.050 12"HOPE 40 S4619'48"E 16.02' 0.010 18"HDPE - 60 S4 '57l THESE DEVELOPMENNT AND/OR CITY AND STATE LAWS,AND AITH THE APPROPRIATE PERMIT MAYE ISSUED.CONDITIONS PREPARED BY: SEAL BENCHMARK: _ CITY OF LAKE ELSINORE DRAWING""u6Ea MARK REVISIONS APPR. DATE OF �■� 30 Executive Park,Suite 100 / DESIGNATION#3433 AGENCY:RIVERSIDE COUNTY TRANSPORTATION COMMISSION. Y� Irvine,CA 92614 oN,NNOUgt' ,� DISC WITH 10* CONCRETE COLLAR.LOCATION:NSOUTHWESTUMENT ECORNER CENTRAL AVENUE AND CAMBERN /� I �fl�rl� E Y11YY t:949 296 MO f:949 296 G479 e O r AVENUE(DOWN 1.0').AGENCY:NGVD 1929 WALMART SUPERCENTER#2077-07 V m Q V■O A 29260 CENTRAL AVE LAKE ELSINORE,CA 92532 42- „p"1/319 0 s SCALE: DRAWN: BB ON-SITE IMPROVEMENT PLANS SHEET�OF-49 REMON HABIB RICE B 156 DATE j0URjt OB/08/19 �4IV9 � 1 = 60' - STORM DRAIN PLAN FILE No. -ABRNG CITY ENGINEER RCE No. 46039 DATE F OF CAu� DATE: April 10, 2019 CHECKED:-JP `1 Filename:P:\2008\2008006w\-CURRDMMVANGS\-PRODUCTION FILES\ONS11'E\200800689-C-3.0-SD t Plat Date:4/10/2019 3:20 PM BY:Neel Brlaena t 1 2 1 3 4 5 6 7 8 9 10 11 12 13 1 14 1 15 16 1 17 18 19 1 20 X ' ! - I ti ii�•+•--�Yr +J I -- -- .��-- -W�� if�- - . I ( -- I >� J,' 1.UTILITY F�R1'� NOTBEE IN�LACE,AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. A _ _ r I _ TIE TO(E) - CAMBERN AYE - �` -"TIE TO(E) Tff TO(E) «c555 0 I 12'WATER 12-WATER - - - 12"WATER G 2. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 It0UR5 BEFORE CONNECTING TO ANY EXISTING IN LINE. - 12' 12"W 12"W 1 12"W 12"W _12'W 12"W 12"W 12"W 1TW 12'W 12"W 12"W 12"W 12"W "W 12"W 12"W 12"W 12"W 12"W 12 12"W - I�-_7-1 - 3. SANRARY SEWER PIPE SHALL�AS FOLLOWS: 8'PVC SDR35 PER ASTM D 3034,FOR PIPES LESS THAN 12'DEEP -- - -- SEWER MANHOLE TO _ 8"PVC SOR26 PER ASTM D 3034,FOR PIPES MORE THAN 12'DEEP -- - Jr - .��•-- -- - - - - - _ - - - -- - - - I BE RASED TO GRADE 6"PVC SCHEDULE 40 1300.86RIM DUCTILE IRON PIPE PER AWWA C150 ( ` G I TO(E)SEWER STUB B "� i I - -- - F - MONUMENT SIGN I \ AT(E)INV=1285.81 \ a 4. WATER LINES SHALL BE AS FOLLOWS: J" I (I tE 6"AND LARGER,WC C-900 PER ASTM D 2241 ii' I I TIE TELEPHONE&ELECTRICAL I (P)8-SS STUB PER CLASS 200 UNDER COUNTY ROADS,OTHERWISE CUSS 150 a LINES TO(E)LINES LOCATED 3 8 SEPARATE PLAN ` 6"AND LARGER DUCTILE IRON PIPE PER AWWA C150 i I i I IN R/W OF CAMBERN AVE ❑ =�I �\ C I SMALLER THAN 6"EITHER COPPER TUBE TYPE"L"(SOFT)PER ANSI 816.22 GREASE INTERCEPTOR SAN I> \ - OR PVC,200 P.S.I.,PER ASTM D1784 AND D2241. C OUTLOT 1 j E I REFER TO ARCH./MEP PLANS _T 8, \ G 5. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. AREA:f0.569 AC A ; J I I 6"SEWER ENTRY REFER TO -- cc EV CHARGING STATIONS 3 I ARCH./MEP PLANS I 6. ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH THRUST BLOCKING AS CALLED OUT IN SPECIFICATIONS. " I ®19® ®®®®®I33®®IA3E3®®®®®IA� C i is CONTRACTOR TO _ �� �� _ COORDINATE TIE O O�- O O O O n 7. ALL UTILITIES PIP SHOULD BE KEPT TEN APE).APART(PARALLEL) OR WHEN CROSSING 18"VERTICAL CLEARANCE (OUTSIDE � r e� I z EDGE OF PIPE TO OUTSIDE EDGE OF PIP I r ❑a TO(E)GAS MAIN I �• OUTLOT 2 ; I ��n I I C 00 1 13 I _,_, �, 8. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 4'-0-COVER ON ALL WATERLINES AREA:f0.717 AC \ 0D " W 1 I 10'MIN.HORIZONTAL 3 z A �' �- I I I. I SUPERCENTER SEPARAnoN(TYP.) I I I y 9. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES I Imo' (EXISTING AND PROPOSED),THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10- --� #2077-07 I I N FEET ON BOTH SIDES OF CROSSING, THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE THRUST D ' ii J 1 °D I 13 cs+ BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18"CLEARANCE.MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI ID ' ii rn I I I m TAMPER SWITCH ENTRY ; 21.11 (AWWA C-151)(CLASS 50). 0 C-151-OR-NO i it O O O O O O O 158,424 SF(APPROX.) B I I :M a 10, LINES UNDERGROUND SHALL BE INSTALLED,INSPECTED AND APPROVED BEFORE BACKFILLING. z -- -- G m F M F.F.E.=1303 ( I I 11..TOPS OF EXISTING MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, r I' III F J m 02/12/18 RNA ETTECTRLEPPHONEEENTR I AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS WITH WATER TIGHT LIDS. i a 5t I GF CON11tACTOR SHAI1 REFER TO ARCHITECTURAL PLANS FOR 1 °D I y SEWER MANHOLE TO 12. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I. I I C OUTLOT 3 `� I EXACT LOCATION AND DIMENSIONS OF VESTIBULE,SLOPED I BE RAISED TOGRADE ' 0 ° ( L PAVING,EXIT PORCHES,RAMPS AND TRUCK DOORS,PRECISE J `1297114PoM 13. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. E ,.---r n AREA:f0.578 AC - -- I I f1 n a r I -- _c� BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS a0 1 14. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. �' ' MONUMENT SIGN MIN.HORIZONTAL I 12'MIN.VERTICAL 1 hj CONTRACTOR TO A SEPARAl10N 3'WATER 11 ARATION _ MR) METER g RP 15. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE LOCAL AUTHORITIES (ANY CITY) WITH x i n COORDINATE TIE �i x ' ii TO(E)GAS MAIN I G 3 ; H 3• I I t9 REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. i r Vim ]I °D 16. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING LMUTIES AS SHOWN O $ O O O O O C O I 6°SEWER ENTRY (P)IRRIGA71ON I ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES,AND WHERE POSSIBLE, MEASUREMENTS METER&BFP TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE.THE CONTRACTOR F 6"YCO A MUST CALL THE APPROPRIATEUTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT 1Y9g,gnw 0 FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 0 O O O O F O O O O F L E + -- 17. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR N:i ;, 'FINAL CONNECTIONS OF THE SERVICE SHALL BE COMPLETED 30 DAYS PRIOR F �13 C I11 I J 1 3 1 1 DID TO STORE POSSESSION. CONTRACTOR TO / OUTLOT 4 -I' 1 20'EVMWD WATER 12"MIN.VERTICAL °p _I ( - I 18. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. TIE I EASEMENT SEPARATION(TYP.) K AREA t0.679 AC G i " TO(E)GAS MAIN I I �X O F O O O O ' - i 19. UTILITIES SHOWN AS EXISTING IN PUBLIC R/W (WATER, SEWER, STORM) AND THE ROADWAYS THEMSELVES ARE NOT -2'�W----2� -nW----� - I CONSTRUCTED AS OF THIS DATE THIS INFRASTRUCTURE IS PROPOSED TO BE BUILT AS SHOWN(BY OTHERS)BUT MAY N 8"W-8"W- 'W-8"W 8"W 8"W- "W-8"W-8"W-8"W "W NOT ALL BE COMPLETED AT TIME OF WALMARTS CONSTRUCTION. `N' �� 10i TO(E)SE'WER MANHOLE ------ --- - - --- l 20. REFER TO BUILDING PLANS FOR SITE UGHTING ELECTRICAL PLAN. A T( INV.=1289.57 1 F G 1 �.` NOTE LEGEND TO( -- --�=-- --------- -- -- i i li ' ------_-_-- �� J CONTRACTOR TO COORDINATE 12"WATER n YARD HYDRANT n 1. .SITE DGHITNG OFSIGN PER -OHP&T- OVERHEAD POWER&TELEPHONE ;� E TO(E) ^_ TELEPHONE TIE TO(E)PHONE LINE _SEPARATE PIAµ, � H =`-® iiN � � � � w ,WATER .r"° (OUTDOOR SEASONAL SALES AREA) -_�� a;I I® x UGT- UNDERGROUND TELEPHONE ii CONTRACTOR TO COORDINATE n - UGP- UNDERGROUND ELECTRIC/POWER t is--=_-r----------------------------------------�� PRIMARY POWER TIE TO(E)WITH a ,i (� I r I I „_,� ,_ --�'- ELECTRICAL COMPANY - GP GARDEN CENTER ELECTRIC/POWER Fir '.I B i Z II ------------------------------' ° - UGC- UNDERGROUND CONDUIT J -WSS- SANITARY SEWER PIPE 8'F - FIRE PIPING V -3"W- WATER PIPING UTILITY NOTES a -GAS- GAS PIPING OA 6'SANITARY SEWER LATERAL 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 - PULL WIRE OR PURPLE PROPYLPOLYEEHYLENE ROPE WITH A MINIMUM PUW TS TAMPER SWITCH CONDUITNG TENSION OF 100 POUNDS.THE MINIMUM •b� GAS 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 Ll 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 N ONE 2°CONDUIT SHALL BE GARCON TYPE'08'DIRECT BURIAL TELEPHONE DUCT OR SCHEDULE 40 PVC.INSTALL GRAPHIC SCALE w FIRE HYDRANT ©SERVICE LINE. O GALVANIZED PULL WIRE OR PURPLE PROPYLPOLYEIHYLENE ROPE WITH A MINIMUM PULLING TENSION OF 100 POUNDS. 60 0 30 60 C14 THRUST BLOCKING THE MINIMUM BURIAL DEPTH SHALL BE 24'.INSTALL AN ORANGE DETECTABLE HAZARD TAPE WITH INTEGRAL"BURIED J OD 1"PVC CONDUIT FOR TAMPER SWITCH. CABLE"WORDING, 12"ABOVE CONDUIT.THE 2"LP CAMERA CONDUIT SHALL BE SEPARATED FROM THE 480VAC LIGHTTAPPING SLEEVE&VALVE OE PROPOSED LOCATION OF TRANSFORMER PAD. CONTRACTOR TO VERIFY EXACT LOCATION AND SIZE WITH POWER FIXTURE POWER BY A DIVIDER PLACED IN THE UGHT POLE BASE JUNCTION BOX. IN FEET ) D REDUCER ,COMPANY PRIOR TO INSTALLATION.CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF CONCRETE PAD.CONDUIT O SWRCHGEAR LOCATION PER ELECTRICAL PLANS 1 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 mo CLEAN-OUT DOOR. POWER POLE O UNDERGROUND TELEPHONE FROM POLE TO BUILDING TO BE EXTENDED BY TELEPHONE COMPANY. © GAS METER ©CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH THE TELEPHONE COMPANY FOR THE INSTALLATION OF TELEPHONE ® TRANSFORMER PAD K LINES.CONTRACTOR SHALL COORDINATE THE TYING OF INDIVIDUAL METERS WITH THE ELECTRIC COMPANY.CONTRACTOR PIPE BOLLARD TO COORDINATE WITH TELEPHONE COMPANY TO ENSURE PROPER SEPARATION BETWEEN OVERHEAD LINES AND LIGHT POLES. DO UTILITY BOLLARD O3'DOMESTIC WATER LINE ENTRY WITH METER PER CITY REQUIREMENTS.CONTRACTOR SHALL BE RESPONSIBLE FOR o TWO-WAY CLEAN 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 REWIRED.CONTRACTOR TO COORDINATE WITH CITY PUBLIC WORKS DEPARTMENT. OSPRINKLER ENTRY.CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY APPURTENANCES ON THE SPRINKLER UNE SUCH M 2 FIXTURE LIGHT POLE AND BASE 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 LIGHT POLE AND BASE L Oj PROPOSED FIRE HYDRANT AND ASSEMBLY,TYPICAL AS INDICATED.SEE EVMWD IMPROVEMENT PLANS. !"® SHIELDED 2 FIXTURE LIGHT POLE AND BASE O REMOTE GARDEN CENTER UTILITY BOLLARD.SEE DETAIL W,ON SHEET C-4.0. CONTRACTOR SHALL CONTACT ALERT TO CONTRACTOR: 811 FOR LOCATION OF ALL ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK,FINAL UTILITIES,AND FINAL GRADING)BY THE MILESTONE ❑X SANITARY SEWER STRUCTURE INDICATOR © ALL PULL BOXES LOCATED IN PAVED AREAS SUBJECT TO TRUCK TRAFFIC SHALL BE"H-20"LOAD RATED.THE TYPICAL UTILITIES,AT LEAST 72 HOURS GATE IN PROJECT DOCUMENTS.OUTLOT AREA TO BE KEPT FREE OF JOB TRAILERS AND STORAGE AFTER THE CONTRACT MILESTONE PULL BOX SIZE WILL BE 17'X 30"X 28''QUAZTIE"PG1730BA28 BOX WITH PG1730HNOO UD,OR APPROVED EQUAL PRIOR TO BEGINNING DAIS FOR THE OUTLOT.WM GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUTLOT CONTRACTOR TO THE SPECIFIC PARCEL X� PROPOSED WATER METIER AND BACKFLOW DEEPER BOXES MAY BE REQUIRED WHEN THE CONDUIT ALIGNMENT IS AFFECTED BY OTHER UTILITIES.THE PULL BOX CONSTRUCTION AT ALL T WM I 'V 'TIMES AFTER MILESTONE DATE.PURCHASER OF OUTLOT TO PROVIDE PERMIT DOCUMENTS AND SWPPP REQUIRED BY ASSEMBLY WITH HOT 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(FDC) 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. 30Executive Park,Suite 100 RV A14Y DESIGNATION#3433 AGENCY:RIVERSIDE COUNTY TRANSPORTATION COMMISSION. CITY OF LAKE ELSINORE �AIWI Irvine,CA 92614 'oV,N NOUg2,o�� ELEVATION:RETECOLAR.LOCATION: �MONUMENT�ECORNERND 2"BRASS DISC MTH 10* CENTRAL AVENUE AND CAMBERN FNaz ReFeR�E cWL4 Y111Y1 t:9492960450 f:9492960479 AVENUE(DOWN 1.0').AGENCY:NGVD 1929 WALMART SUPERCENTER#2077-07 C4A rw a6a39 29260 CENTRAL AVE LAKE ELSINORE,CA 92532 I(�o f E�.12 31 20 N SCALE: DRAWN: BB ON-SITE IMPROVEMENT PLANS SHEET 9-5 08/08/19 '" = 60` OVERALL UTILITY PLAN FILE No. SONIA SAIANAR DATE 'D4lF CNVI �R``'�p DATE: - CHECKED: JP BUILDING AND SAFELY DEPARTMENT J OU*ARCE No. 46039 DATE OF cnu April 10, 2019 CITY OF LAKE ELSINORE Filename:P:\2008\200800688\-CURRONTDRAVANGS\-PRODUCTION FILES\ONSITE\200800688-C-4.0-UT oi.a__d/III/901R a.as Pu By. ravel Rri-ne ---- 1 2 1 3 1 4 1 5 1 6 1 7 18 9 10 11 112 13 1 14 15 1 16 -17 18 19 20 _ f I — — LEGEND UTILITY NOTES CAMBERN "E - - --_— - - - G OHP&T— OVERHEAD POWER&TELEPHONE 1. ALL Fill MA1ERvi IS m BE IN PLACE,AND COMPACTED BEFORE i .. - INSTALLATION OF PROPOSED UTILITIES. A r T-'---- - -_` UGT— UNDERGROUND TELEPHONE t 12"VV 1T'W N 12"W 12 12"W 12rw 12 12"VV 12"VV 12"VV "VY 12"W -, t12'LV— -- "W 12'VV 12"W 12"W fI2"11f. 2. CONTRACTOR SRALL NOTIFY THE UTILITY AU14ORITMS INSPECTORS 72 2 E E �E '' — — _ sn UGP— UNDERGROUND ELECTRIC/POWER HOURS BEFORE CONNECTING TO PINY EXh'IWG LINE _ GP GARDEN CENTER ELECTRIC/POWER J. SANITARY SEWER PIPE SHALL BE AS FOLLOWS: �- T —� IIIi UGC- UNDERGROUND CONDCONDUIT8'PVC SDR35 PER ASTM D 3034,FINE PIPES LESS THIN 12 HT Iililllll I1111111 i u I I I I l I I I l l l IIIIIIII I 8'PYC SDR28 PER AS7M D 3034,FOR PIPES MORE THAN 12' IIIIIII I I 9 f —8"SS— SANITARY SEALER PIPE DEEP P STREET LIGHT tO III i; LII I 1i'I'n 8"F FIRE PIPING () JJ I I �iN"�r��11T�r' a-rsl 6'PVC SCHEDULE P 40 (P)STREET LIGHT Trr I I .fI DUCTILE BtON PIPE PER AWWA C150 IIIIIII IIIIIIII IIIII IiI.I I I I I T 1 1 1 1 1 nlTl ` 3'W—. WATER PIPING II- IIIIIII II B 'I - 8'' i 4. WATER ONES SHALL BE AS FOLLOWS: o (I ❑ 3 U /L ,L GAS— GAS PIPING 6'AND LARGER,R C C-900 PER,OT D 2241 I I F O °^ � °' - SAN\ ( TS TAMPER SWITCH CONDUIT- 6�2��DUCTILE OTHERWISE N PIPE PER AWWA G150 aASs 150 ( 90 e'• G - D4 GATE VALVE IN VALVE.BOX SMALLER 6� 8'EITHER COPPER TUBE TYPE 1'(SOFT)PER 1® IM ( 8 3 99 83 81 3 yf �HYDRA OR PVC,200 P.S.I.,PER ASTM D1784 AND D2241. i4 I 98 I UIJ1.(.� '®®® ®®®®®I�®®®®®©®®®® I °� � ..THRUST BLOCKING 5.. MINIMUM TRECH WIDTH SHALL BE 2 FEET. S. C n O O F O O O O - -- -- ^ D TAPPING SLEEVE&VALVE 6. BALL WATER LOCKING AS CALL ARE ED OUT o BE MECHANICAL JOINTS WITH THRUST i 'N' v III E�E3L2 EO®EO®EREY7E3®EO®EO®®®®® E9COn a ® SANITARY SEWER MANHOLE REDUCER WHEN ALL UTILITIES SHOULD BE KEPT TEN (10-)APART(PARALLEL) OR f {I . (P)STREET LIGHT ro � WFEN CROSSING 18'VERTICAL CLEARANCE(OUTSIDE EDGE OF PIPE W N E SUPERCENTER W. � G'F^"-0� TO OUTSIDE EDGE OF PIPE). z I-{ O O O O O f O O O - F `4 POWER POLE 8. CONTRACTOR SHIN.MAINTAIN A MINIMUM OF 4'-0"COVER ON ALL i V #2077-07 I © GAS METER WATERLINES. TRANSFORMER PAD 9. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES 0 SANITARY LINES, STORM LINES AND GAS LINES (EXISTING AND J ' Pi-151-r1iR-� 3 ! PIPE BOLLARD PROPOSED), JOINTS THE SANITARY UNE SHALL FEET BE DUCTILE IRON SIDES PIPE WITH D i „ I ( ev a ( Ib¢ - I Q' Do IJDLITY BOUARD CCU WIFE ATERA LINE SE�IWL10HAVE MECHANICAL JOINTS JOINTSS WITH " 158,424 SF APPROY. z II 89 z 3 IJ O O O O O O O - F.F.E.=1303 ffII O TWO-WAY CLEAN OUT APPROPRIATE THRUST BLOCKING AS REWIRED TO PROVIDE A %u MINIMUM CC 18' CLEARANCE. MEETING REQUIREMENTS OF ANSI 9 ro A21.10 OR ANS 21.11 AWWA C-151 CUSS 50' I 1 Z ' ro 02/12�18 RNA i I i i SINGLE FIXTURE LIGHT POLE AND BASE ( )( ) �( 11 I I 1 \ III.LI 1 / IN N i N CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR 2 FIXTURE UGMPOLE AND BASE 10. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED- AND All I I , ' a u EXACT LOCATION AND DIMENSIONS OF VESTIBULE,SLOPED 86 , - APPROVED BEFORE BACIaumG. ��� � PAVING,EXIT PORCHES,RAMPS AND TRUCK DOORS.PRECISE � III ■ 3 III A 3 FIXTURE LIGHT PONE AND BASE t 9. TOPS DOSING PROPOSED MANHOLES SHALL RAISED ELEVATIONS, NECES BE TO u I v T ro BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONSBE FLUSH n . - IIIIIIII w" SHIELDED 2 FIXTURE UG14T I i _�' 3 FOOT ABOVE FINISHED GROUND ELEVATIONS WITH WATER TIGHT LIDS.E 4 f 1 f ¢¢ 11111111 I i I C7 " 84 m i i i i POLE AND BASE: 12. HAVE A MINIMUM 28 DAY I I I - - IIIIIIII COMPRESSION STRENGTH ENCASEMENTS P.S.I. ! I XIIIIIII 3"D SANITARY SEWER STRUCTURE INDICATOR�X B I 1 V IIIIIIII 13. E'7QSW UNLTRES SHALL BE V137IFED N FIELD PRIOR TO I' J� 07 iiiiiiii I I� B I I IIIIIIII I ASSEMBLY WR1I HOT BOX INSTALATgN OF ANY NEW LINES. O C O IIIIIIII 1 ( ® (�' PROPOSED WATER METER AND B.4CKFLOW 14. REIFR TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL I ( Lq I I 3 11 v v UWUDES. PROPOSED FIRE DEPARTMENT CONNECTION(FDC) I& CONTRACTOR IS RESPONSIBLE FOR COMPLYING M THE F rf ,'� ( i i I i 07 r III j ( ' REC TO OF THE MAMIALSS AMID INSTALLATIONCAL OF(ANY WATER µD D i o 0 0 o f o 0 0 0i L 81 - E "" DRY UTILITY NOTES SEWER LINES. Z v BS J : i 16. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION ' I I 3 CO RESPOFBRI,E F'O2 INSTALL PALE BOUND PROTECTION AT MM.CONTRACTOR AND/OR ELEVATION OF DUSTING UTUTES AS SHOWN ON THESE SW AL E WITH THE GES COIRAW i7IR 7YINfT!)F NNIAOLIIL INTER PLAYS S BASPO ON RECORDS E 1FTS VARIOUS THE COMPANIES, 3 ' M ' °O � ' I i I;i i. SERVCE AND WHERE POSSIBLE MEASUREMENTS TAKEN N THE FEUD.THE I ( 1 ! F IIIIIII COMPLETE THE CONTRACTOR MUST CALL THE APPROPRIATE UTIULY I I I i I I I PPP PROPOSED UYATION OF 7RAMSFORYER PAD. l'ANPR/CTOR TO VERIFY EXACT INFORMATION IS NOT TO BE RELIED ON !S BEING EXACT OR O F O O O O __ - —- _ " i -' I tOOTpI YID Siff W7TM 1A7YMR 1:OpANY PPodt m IN6TAW710N.coN7RADroR COMPANIES AT LEAST 72 HOURS BFORE ANY IXCAYA710N TO ________' " 8 SMALL F IM E FOR 0154NU"OF CO�ff Pa CONDUIT AND PIPE WALIM EXACT FIELD LOCATION OF uMnun . IT SHALL BE THE G i i I I I I 1f ' 2"I W 2"I W 2"I W 2"I W ® BgLpRTI$as< 19 BY TIE ETEL'WLC C04PAMY.COMRACfOR 51MLL RLSPoNSIBBM of THE CONTRACTOR To RELOCATE ALL EOSHNG j1 , ( ( I eadlORiATE sAm wOBc TWIN TIME FIITOTRC 1TOIN+ANY.IkllE UIUEOI O 8"W 8"W 8"W 8"W 8"W 8"W "W 8"W 8"W 8"W "W LMUTIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS J - T TRMMVAER AND BOLLARD CANNOT CONFLICT WRL 1RU CK ACCESS TO DOCK DOOR. P)STREET LIGHT SAN> SAN> SAN> -® SAN> SAN> NN> _ SHOWN ON THE PLANS. " ® APPROOMAM COWMCfbM TO SON EMRIC&SEA.CONTRACTOR TO 17. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS I CODSONM&WITH SOUTHERN-CA IFORNM EDISON. AND/Olt CERTIFICATIONS REQUITED BY CODES AND/OR UTILITY I - ® COORDINATE WRI SOUTHERN QWJFDRWA EDI:10N MR FIAMI.SERVICE WAFTS SEANCE SHALL BE COMPLETED 30 DAYS PRIOR M STORE BSIALL UNDOMA UMD O.ECWAI CONDUT SCE REO BS.COMTW=M SERVICE COMPANIES. THIS AND THE FINAL CONNECTIONS OF THE T T T74T I n7{ U r n POSSESSION. I I i I I TT11 ;T f i i E��-I 1��1- 1. © PONT OF COMNEM TO BUILDING.SEE ELECIAICLL.PLMIS MR w R N _ II t 18. CONTRACTOR SHALL COORDINATE WITH ALL VWTY COMPANIES FOR I _ / x tl UNDERGROUND POE To euxnWc To BE IXnN�n BY INSTIIIATION REQUIREMENTS wo sPEaF,canoNs HI'T ® 7ELDHOME COMPANY 77W 19. MUM SHOW AS DOSING IN PUBLIC R/W (WATER, SEALER, ® APPROMIE COORDINATE EIIN NECIRIONETO COMPANY 7US40E SERVICE.CONTRACTOR F SEANCE P M STORM)AND THE ROADWAYS THEMSELVES ARE NOT CONSTRUCTED AS OF THIS DAIS. THIS INFRASTRUCTURE IS PROPOSED TO BE BUILT ® POOff OF C0MMEM TO PROPOSED OFF-SIM GAS CONNECT PER RE0001DANM SM OFF-S PLAN FOR CONTINUATION. CAS COMPANY OFWALWRTS AS SM(BY CONSTRUCOTHEIITION.BUT MAY NOT ALL BE COMPLETED AT TIME ® PROPOSED GAS METER PER.GAS COMPANY REQUIREMENTS.SEE GAS WAFT. 20,REFER TO BUDDING PLANS FOR SITE LIGHTING ELECTRICAL PUN. CAP AND TAG UNOERGAOUND MECTIBt AND TELEPHONE SERVICES FOR FUME USE ®9 PER MOM AND MVkOIE COMPANY REQUIREMENTS AND WAINART QUAIL TAG'. SWEET C-9.0. CAP AMID DID 1 2'GAS SERVICE FOR FlEiBE USE PER GAS CO®FNY GRAPHIC SCALE ® MQUIRIBIENISAMID WAMIT DETAIL TAG'.SWEET C-9.0. y, AL 0'L BOW LOCTHE w P414D ILL BOX SIZE W TO TRUCK X 30* SNAIL BE 41-20'LOAD RAZED,THE IYPICAI.PAL BDX SIZE WILL B:17'%30'%28' 'Q Thaw Pr1730111128 BOX RWI PG1730 00 LID,OR APPROVED EQUAL DEEEPEER 91 BO1&S MAY BE REQUIRED 00 THE CONDUIT"Will IS AFFECTED BY OTHER ( IN FEET ) LB.Ra.TE KILL Box si A BE INSTALLED PFR TIE uAwFACMRP's L inch = 60 ft. SPEfi1CAWO1 WIN A COMI COLLAR AND A WW M OF 8'OF GRAEL COMPACTED PER PROJECT SATIOMS. ONE Y MAMETER CMILON TYPE'08"SECT BURIAL MB40E DUM OR 3' J SCIMU 40 PAC.INSTALL GALVANIM PULL WK OR PURPLE ® PRROPIIPOU11EIN1LME ROPE ON A MINIMUM PALING TENSION OF 100 POUNDS. TINE MYWAMI OAK DEPTH SHMI BE 24'.INSTALL AN ORANGE DIMMABLE HAZARD TAPE WITH Ill'M MD CABLE'WORDING,12'ABOVE CONDUIT. ONE 2'CONDUIT SHALL BE CARLOW 7YPE W DIRECT BIRML TSEPNOE DUCT OR SQE0IYE 40 PVC.INSTAL.GALVANIZED PLLL WIRE OR PURPLE PROPWpOVE1144EE ROPE WITH A WMINUM PUWNG TENSION OF 100 POUNDS. 9© THE MINIMUM LWMA.DEPBI SHALL BE 24'.INSTALL AN ORANGE DETECTABLE HAZARD TAPE WTIH INTEGRAL'BUURIED CABLE'WORDING,It ABOVE COMMIT.THE 2'LP CAMERA CONDUIT SHALL BE$PARAIED FROM THE IBOIWC LIGHT MWOURE POWER BY BY A 011 PLACED IN THE LIGHT POLE 845E JUNCTION BOX. K °B:J SWiCHGE R LOCATION PER BECT18CA1 PANS. 0 INSTALL UNDERGROUND ELECTRICAL OONDIIIT FOR SITE MONUMENT SIGN © INSTALL(1)2'CONDUT&(2)1'CONDUITS FOR UOU Y BOUND 9© INSTALL Imam BECw-N.PEOSTAL PER LAYSCAPE PLANS ® INSTAL 2'UNDERGROUND ELECTRICAL.CONDUIT L ® INSTALL ELECTRIC VEHICLE mwmG STATION - - UNDERGROUND COSTING OYERWAD ELECTRICAL LINE PER SCE SM"PUN ALERT TO CONTRACTOR: CONTRACTOR SHALL CONTACT ALL WM GENERAL CONTRACTOR WORK TO BE COMPLIETfD(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 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 AFTER MILESTONE DATE.PURCHASER OF OU7LOT TO PROVIDE PERMIT DOCUMENTS AND Sill REWIRED BY CONSTRUCTION STAff LOCAL RE IREMEN11S FOR SPEGIM OUTLOT. M THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS PREPARED BY: SEAL BENCHMARK: DRAWING NUMBM: MARK REVISIONS APPR. DATE OF DEVELOPMENT AND/OR CITY AND STATE LAWS,AND A PERMIT MAY BE ISSUED. 30Executive Park,Suite 100 ctt '4w1 DESIGNATION I3433 AGENCY:RIVERSIDE COUNTY TRANSPORTATION COMMISSION. CITY OF LAKE ELSINORE A1ll1NE1 2'BRASS DISC WITH 10" Irvine,CA92614 'o,AY�N0Ug19QeY� CO CRETE COLLAR.LOCATION:NSOUTHWEST CORNERUMENT TYPE DCENTRAL AVENUE AND CAMBERN /�_ I� 91/Ytl� t:949 296 0450 f:949 296 0479s„ AVENUE(DOWN LO').AGENCY:NGVD 1929 WALMART SUPERCENTER#2077-07 V 4.L RA R IMENCe Omc V No �039 SCALE: DRAWN: BB N200 ON-SITE IMPROVEMENT SHEET Y}OF 8 ° ExP•12 31 20 1" sD' DRY UTILITY PLAN FILE N0. 08l08/19 SONA SALAND DATE J OU AD RCE No. 46039 DATE ��rF oaYcno�'a\p DATE: CHECKED: JP BUILDING AND SAFETY DEPARTMENT April 10, 2019 CITY OF LAKE ELSINORE F11-amo:P.\2008\200800688\-CURRENTDRAWINGS\-PRODUCTION FILES\ONSrrE\200800688-C-4.2- DRY Plot D.L.,4/10/2019 4:00 PM BY:Noel Rriseao 1 1 2 1 3 1 4 5 1 6 7 8 9 10 11 12 13 1 14 15 1 6 -17 18 19 1 20 0 S£0 F 0 U R L A N£ R 0 A D WAY 8 _ g PICKUP EXTERIOR SIGN SCHEDULE LAYOUT PER STRIPING LAYOUT PER STRIPING I —— —— —— ——  — —— —— —— —— —— —— - — --� —— — —�` I DESCRIPTION DIMENSIONS QUANTITY DETAIL/SITE PLAN DETAIL/SITE PLAN ----_...._--------�— — POST W A I —_ — ��,—�.. ——'- — — —— —— —— SN WAl11NG SPACES LEFT 16% 24 0 ""-- f--EQ EQ SIGN(S). ST WAITING SPACES RIGHT 18 X 24 0 POST EQ EQ o I SEE INSET A- WAITING SPACES AHEAD 18 X 24 5 W/SIGN(S) < Zl r RESERVED WAITING 18 X 24 O NEVER LESS THAN 9' (UNLESS STOP SIGN IS USED) I -► CURBED ISLAND-90' PAINTED ENDCAP-99 k PICKUP LEFT PHARMACY RIGHT 18 X 24 0 SIGN LOCATIONS -9V PARKING SIGN LOCATIONS-90'PARKING t I PICKUP RIGHT'.PHARMACY LEFT 18 X 24 0 B Iw m6 iiiii J ( STOP THANKS FOR ORDERING 18 X 36 2 A14 4 GALVANIZED 0-] PICKUP HOURS 18 X 36 2 � SQUARE TUBE } `1 ® ® RESERVED 18 x 18 0 SLOPE TOP �3I I PHONE NUMBER 8 X 18 2 GALVANIZED SQUARE OF CONCRETE z IOLATUBE USE 4"SCH.40 STEEL / 4-1 VERTICAL PICKUP 18 X 36: 2 SEE'SQUARE REM VABLE g CONCRETEPIPE FILLED WITH OP PICKUP LEFT - 18 X 24 5 �--^ ' e SLOPE TOP OF ROUNDED YELLOW C 1 tl UPERCENTER g PICKUP AHEAD 18 X 24 5 CONCRETE Ie�I ITI #2077-07 < I PICKUP RIGHT 18 X 24 3 OI 4- 16" NOTES TO CONTRACTOR: 3500 P.S.I.P.C. f ALL PICKUP WAY FINDING AND STALL SIGNS ARE WALMART CONCRETE BASE lal' -► C-151-OR-NO a 3500 P.S.I.P.C. SUPPLIED AND CONTRACTOR INSTALLED. CONTRACTOR TO w 158,424 Sf(APPROL) PLACE SIGN ORDER AT LEAST 3 WEEKS IN ADVANCE ORDER ��1, CONCRETE BASE Lul SMALL BET VIA EMAIL TO GETTY AS F.F.E.=1303 2 (catty.ThomSasa+dmort.com) AND BRAD KEENER t 1 e� r 02/12/18 RHA a (Bradley:Kaener•walmart.com). REQUEST SHALL CONTAIN A D i "'I, J DM VERY ADDRESS, DESIRED DELIVERY DATE, AND ANY SITE TYPICAL DIRECTIONAL SIGNAGE IN TYPICAL DIRECTIONAL SIGNAGE IN CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR SPECIFIC SIGN SIZE AND/OR COLORS BASED ON APPROVED CURBED ISLAND PAVEMENT EXACT LOCATION AND DIMENSIONS OF VESTIBULE,SLOPED PLANS. DIRECTIONAL SIGN MOUNTING AND BASE 1 1 xi PATH OF TRAVEL FOR PICKUP CUSTOMER PAVING,EXIT PORCHES,RAMPS AND TRUCK DOORS,PRECISE O lyl (FROM RIGHT-OF-WAY TO PICKUP ENTRANCE) BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS Lu 901WDo E )DI o In Ca%Teni.00 sF Pickup i 1 p a .o. .l 1 r 11 o L S ns V*w ~ j d I Logo Signs(Small)_Alan Pik up Hours sign e w F 1Wx8" IMSF r LLLL I 1 11 Parking Stall Placard i� ITIIIITIIIITIII IT Pickup Pickup FPickup' 'Pickup , Pickup + MR m t +I S r Reserved STOP iII � r I I ri Only r Directional Signs(Left/Straight/Right) . 3.W SF G { Itltlt - - T'l--T-rl"I-T-r=T',-r7-r'T-n--r7I • Informational Signs FINISHED LEGEND 1B"x3r Directional Reserved Signs(Left/Straight Right) - - 18"x2!" SIGNS aV WALMART P101 GUSTO GOLD SW$6904 3,00&F ATrU%HTSO AU OR H Informational Signs eottARo vc.c. P120 KNOCKOUT ORANGE SW#6885 lr" 21r P5 SAFETY YELLOW "PICKUP" SIGNAGE I INFORMATIONAL,CALL IN, INFORMATIONAL CALL IN, IOF AND LOGO PICKUP SOS NO LOGO PICKU SEE TYPE SIGNS - AHEAD) ARROW(RIGHT,LEFT,OR AHEAD) PAINTED FN26 NP 3, - 3 7"� � 3" 4'-3" 3'-7- SEEN NUMBOW AT I STALL CLOSEST TO t a a I I I I PICKUP DOOR 4" 4" 4" 4 'J 6 5 4 3 2 — q _ LETTERS SHALL BE 7,_0 „ WALMART"SPARK" SHALL PAINTED TRAFFIC I BACKGROUND SHALL BE PAINTED SW#6904 WHITE - °a BE PAINTED SW#6885 GUSTO GOLD 7'-0" .I KNOCKOUT ORANGE " GRAPHIC SCALE 60 0 30 60 N 1 K of 4 0 CONTRACTOR SHALL CONTACT ( IN FEET ) O- - - 811 FOR LOCATION OF ALLART -6 '-6" -O-6" TYP.OF 6 UTILITIES,AT LEAST 72 HOURS 1 inch = 80 ft. SHAWALLIL BE PAINTED SW 0' 3" 0'-3" LETTERS SHALL BE BACKGROUND SHALL BE PRIOR TO BEGINNING #6904 GUSTO GOLD PAINTED TRAFFIC WHITE PAINTED SW#6885 "INSET Ali CONSTRUCTION ALERT TO CONTRACTOR: "PICKUP" DIRECTIONAL PAVEMENT MARKINGS KNOCKOUT ORANGE - WITH DIRECTIONAL PAVEMENT ARROWS SCALE: i" = 10' "PICKUP" PAVEMENT MARKING ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK, .x 2'-6" +sx DEWATERING NOTE: FINAL UTILITIES,AND FINAL GRADING)BY THE MILESTONE DATE IN SW#6885 885 KNOCKOUT PAINTED AND DOCUMENTS.14E COT AREA TO BE KEPT FREE OF JOB TRAILERS o N6 ' AND STORAGE AFTER THE CONTRACT MILESTONE DATE FOR THE OUTLOT. I - WHEN PERFORMING GRADING OPERATIONS WRING PERIODS OF WM GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUTLOT "1 NOTE: WET WEATHER,PROVIDE ADEQUATE DEWATERING,DRAINAGE,AND CONTRACTOR TO THE SPECIFIC PARCEL AT ALL TRIES AFTER MILESTONE PAVEMENT MARKING SHALL MEET UNISPEC GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOTS. DATE.PURCHASER OF OUFLOT TO PROVIDE PERMIT DOCUMENTS AND "PICKUP" PAVEMENT NUMBERS SECTION 02785-PAVEMENT MARKING REFER TO MASTER SITE SPECIFICATIONS. SWPPP REQUIRED BY STATE/LOCAL REQUIREMENTS FOR SPECIFIC OUTLOT. e.,.x MARK REVISIONS APPR. DATE OFESE PLANS DEVELOPMENTVE BEEN REVIEWED FOR AND/OR CITY AND STATE LAWS, ACE ITH THE PERMIT MAY BEIATE SSUEDNDITIONS PREPARED BY: 30ExecutivePark,Suite100 SEAL aOAIeI BENCHMARK. CITY OF LAKE ELSINORE DRAWING NUMBER: DESIGNATION 3433 AGENCY:RIVERSIDE COUNTY TRANSPORTATION COMMISSION, DISC WITH 10' Irvine,CA92614 'oaNNOUg29o` COONCRETE COLLAR.LOCATION:SOUTHWEST COR FEET.MONUMENT TYPE- EROCENTRALAVENUE AND CAMBERN � t:949 296 0450 f:949 296 0479 AVENUE(DOWN 1.0').AGENCY:NW 1929 WALMART SUPERCENTER#2077-07 V 5■O NO. 46g3g 29260 CENTRAL AVE LANE ELSINORE,CA 92532 �q 4L SCALE: DRAWN: BB SHEET 120F38 6xp,t2 31 20 » 1" = 60' ON-STE IMPROVEMENT PLANS REMON HABIB RCE 83156 DATE 08/08/19 ,� ,p PICKUP STRIPING AND FILE NO. AeTtNs CITY ENGINEER J OUR AD RCE No. 46039 DATE ATE OFIV�U fa DATE: CHECKED: JP aPFli 10, 2019 SIGNAGE PLAN Filename:P:\2008\200800688\-CURRENTDRAWINGS\-PRODUCTION FILES\ONS11E\200800688-C-5.0-PICKUP Plot Date:4/10/201R 4:06 PM BY:Nael Friseno 1 1 2 3 4 5 6 7 18 19 10 11 12 13 14 15 16. 17 18 1 19 20 NOTES: 4'LANDING NOT TO EXCEED -1 1-3/4" 1/4" STANDARD 99 SPACE 18'x 9.5' - - 1.SEE SITE PLAN FOR TOTAL LAYOUT. SEE SITE PLAN SHEETS FOR TYPICAL DIMENSIONS 4"TRAFFIC BLUE INTERIOR STRIPE - 2.THESE DETAILS ARE FOR REFERENCE AND DIMENSION CONTROL ONLY. 2%IN ANY DIRECTION.TYP. ( ) IN ACCESSIBLE STALL-INTERIOR 3.ALL DIMENSIONS ARE TO CL OF STRIPE UNLESS OTHERWISE INDICATED. A �. ��,T ¢p:,.•: 30" 4"TRAFFIC BLUE STRIPING 2'-0"O.C. BLUE STRIPE SHALL DIRECTLY ABUT -6"CURB 24" -'. - 4.ALL COLORS AS SHOWN 9R AS SPECIFIED BY LOCAL CODES. PERPENDICULAR TO THE PARKING SPACE(TYP.) YELLOW PERIMETER STRIPE(TYP.) $' X<.° 12"GROOVED BORDERS••.° :.:-;'.a.'2"; " NOTE:SEE SITE PLAN FOR - ` CART CROSSING-SEE TYPE.SYMBOL AS SPECIFIED DIMENSION CHART " MUST BE ON THE LEVEL SCORE LINES DETAIL CONCRETE SIDEWALK A BY LOCAL CODES(TYP.) A B C Q SURFACE AT THE TOP OF S' 9' 9' 8' 12' ACCESSIBLE SIGN TRANSTIQN F " 5 THE RAMP PER SCORE LINE N.T.S. N DETAIL FOR THIS AREA SEE STANDARD SEE SITE PLAN 5.0' 5.77' 6"TO 0 C F. - 0"GFDETAIL HEREON p ' PIPE BOLLARD (TYP.) 5'MIN.WALK- SEE DETAIL B -6"CURB TRUNCATED DOMES(3'DEEP)PER - CONCRETE SIDEWALK DETAIL 8.0' 5 9.24' NOTE: 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 w 10.97 BROOM TEXTURE FINISH, PERPENDICULAR TO THE AXIS OF THE RAMP - RED CIRCLE AND DIAGONAL ON WHITE BACKGROUND VARIABLE 9' MIN. s 11.0' 12.70' WHITE LEGEND RED BACKGROUND (i0 BACK OF CURB) 52' LIGHT POLE: ACCESSIBLE RAMP II DETAIL Ri-1 R5-2 o RRT PREFERRED LOCATION. N.T.S. 30'9(30" NON-VEGETATED 2'BUFFER.FOR"CAR CROSSING ;n m REFERENCE LATEST SITE DEVELOPMENT 07. OVERHANG"AREAS(TYP.BOTH SIDES) SIGN(TYP.) DEVELOPMENT GUIDELINES (TYP.) NOTES: (SEE SITE PLAN FOR MATERIAL TYPE) FOR SPACING AND DISTANCE o C - I FROM FRONT OF BUILDING. + + 1.THE SURFACE OF RAMP SHALL HAVE DETECTABLE WARNINGS - SEE ADA 9' 8' 9' 9'. 5' 12' "STOP" SIGN "NO TRUCKS" SIGN a"TRAFFIC YELLOW CART CROSSING RAISED S 0 AS SHOWN. DETECTABLE WARNINGS SHALL CONSIST OF RAISED �"-"� STRIPING(TYP.) STRIPING TO BE RAMP IN TRUNCATED DOMES.SEE DETECTABLE WARNINGS DEFALL 0 4 N.T.S. Y N•T S• NOTES: ALIGNED ISLAND THIS 4"TRAFFIC BLUE STRIPING PAINT'NO PARKING'ON ELEVATIONO 2'-0"O.G.(TYP.)OR COLOR 6.5' 2.RAMP SIDE SLOPE VARIES UNIFORMLY FROM A MAXIMUM OF CONCRETE CURB 1, THE SURFACE OF RAMP SHALL HAVE A SHEET AS SPECIFIED BY LOCAL CODES PAYED SURFACE OF ALL UP TO 10%AT CURB TO CONFORM WITH LONGITUDINAL TRANSVERSE GROOMED SURFACE ACCESS AISLES SIDEWALK SLOPE ADJACENT TO TOP OF THE RAMP. 13 TEXTURE ROUGHER THAN THE 4°TRAFFIC BLUE PERIMETER STRIPING,OR COLOR AS SPECIFIED BY LOCAL ACCESSIBLE PARKING SYMBOL 3.CONSTRUCT PER A.DA 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. ` M 2. CONSTRUCT PER A.D.A.STANDARDS. BLUE STRIP SHALL DIRECTLY ABUT YEELOW PERIMTER STRIPE(TYP.) - ACCOMPANIED BY"VAN"LETTERING D 5,THE CROSS SLOPE OF THE RAMP SURFACES L BE NO II 36" 30 3. REFER TO PLANS FOR ADJACENT SLOPES. GREATER THAN 1:50.. i 2 35"D.C. . THE CROSS SLOPE OF THE RAMP 90' STRIPING DETAIL -4 SURFACE SHALL BE NO GREATER THAN ROUNDED TYP - 1' PLAN 1:50. ( (� BOTH SIDES) MAX z END CONCRETE CURB - CONCRETE CUR 1 .,L.+; I/-10% NOTE: PREFABRICATED PANELS J'f tE-. r� cAWT �y q FLARED PER AD.A.ACCESSIBILITY 8.33% x- i SIDE GUIDELINES SECTION 4.29.2& , 3'MIN. L MAX,Lam A4.29.2 SHALL BE USED. 10 r7 �, (,., SIGN- EACH SIDE OF M POST.ATTACH WITH 2 DETECTABLE WARNINGS DETAIL PAVED AREA 4� 3' IN. € 6� �" 0 N LY _ -5/16"CADMIUM psi R AS REQUIRED BY THE LOCAL CONCRETE CURB 8.33%MAX 4 :AGGREGATE BASE-CWRSE PLATED STEEL BOLTS JURISDICTION/GOVERNING COMPACTED TO 98%OPTIMUM W/HEX NUTS.BLACK b� AUTHORITIES / DENSITY PER ASTM D698 OR LETTERS WITH WHITE + SIDEWALK 10%10% SIDEWALK) z 95%OPTIMUM.DENSITY PER t� BACKGROUND. ,} MAX. DOMES ARE NOT SHOWN TO WHITE LEGEND RED BACKGROUND BLACK LEGEND ON WHITE BACKGROUND SECTION A-A' ASTM-D1557 S. FLARED SCALE;SEE DETECTABLE Rt_t ,; - REFER AS SITE ,lY SIDE WARNINGS DETAIL AND NOTE 1 R3-5R A q' I:;` SIGN BASE \ - 36'X36" - - - - - TRAFFIC YELLOW PAINT ALONG THE TL. ++t , DETAILS F IN.ARC/\J VERTICAL FACE OF THE RAMP 7 LENGTH CONTINUOUS WITH A 6"STRIPE ON THE DOMES ARE NOT SHOWN TO CONCRETE CURB 9• STOP" SIGN "RIGHT TURN ONLY" SIGN TRAFFIC YELLOW PAINT FINISHED GRADE- TOP OF THE WALKING SURFACE OYP. + ` SCALE;SEE DETECTABLE PLAN ALONG THE VERTICAL BOTH SIDES) ARNINGS DETAIL AND NOTE 1 Ol N.T.S. O N.T.S. FACE OF THE RAMP 8, t yf 5'MIN CONCRETE CONTINUOUS WITH A 6" ROUNDED 833,-% LANDING AREA r4• _ tom° }- CURB END STRIPE ON THE TOP r 12" CONCRETE OF THE WALKING ELEVATION A-A' TYPICAL ACCESSIBLE STALL STRIPING CART CROSSING SIGN 5'MIN. I CURB SURFACE(1 YP.BOTH LANDING AREA 4"AGGREGATE BASE COURSE COMPACTED TO 98%OPTIMUM DENSITY PLAN SIDES) - G SECTION A-A' PER ASTM D698 OR 95%OPTIMUM DENSITY PER ASTM D1557 ADA RAMP IN ISLAND O ADA RAMP IN SIDEWALK N UNAUTHORIZED VEHICLES � ADA STALL, WALKWAY & CART CROSSOVER N.T.S. "> PARKEDINDESIGNATED WITH 2' CONCRETE BUFFER ACCESSIBLE SPACES ta"X12°SIGN PARKING 0 LEGEND - NOTDISPLAYING TYPICAL AT ALL ® R7 8 N.T.S. WHERE 10 FEET OF LANDSCAPE IS ACCESSIBLE 04 12 13 STD.PED-X CC FM LANDSCAPE AREA NOT ATTAINABLE DO NOT LANDSCAPE; DISTINGUISHING PLACARDS PARKING SPACES GREEN LEGEND H CONCRETE AREA CONCRETE THIS AREA INSTEAD. OR SPECIAL LICENSE WHITE SYMBOL ON BLUE NOTE:SEE SITE PLAN FOR - CONCRETE ISLANDS UP TO PLATES ISSUED FOR PERSONS 12"X6"PLAQUEAfHITE BACKGROUND 4"TRAFFIC PERIMETER STRIPING.THE COLOR OF THE BORDERUNES, -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 WTH A 3 FOOT z16'IN WIDTH WITH DISABILITIES WILL BE >�ACCESSIBLE OF THE ACCESS AISLE,OR COLOR AS SPECIFIED BY LOCAL CODE(1'YP.) 5 20' 40' 4"TRAFFIC BLUE STRIPING CONCRETE BUFFER SHALL HAVE A n TOWED AT OWNERS EXPENSE PARKING SPACESR7-8P ® ® 2'-0"O.C. (TYP.)OR COLOR MINIMUM OF 10 FEET REMAINING GREEN LEGEND STANDARD 90'SPACE 18'x 9.5' AS SPECIFIED BY LOCAL CODES FOR A LANDSCAPED AREA F, STOP SIG "' TOWED VEHICLES MAYBE - 12"X9"PENALTY SIGN03 FT CONCRETE BUFFER RECLAINEDAT WITH WORDING ASON WHITE BACKGROUND (SEE SITE PLAN SHEETS FOR TYPICAL DIMENSIONS) U ACCESSIBLE SIGN ***3 FT CONCRETE BUFFER (� REQUIRED BY STATE SEE SITE PLAN TYP. (TO BE FREE OF OBSTRUCTIONS) 90'PARKING• (TO BE FREE OF OBSTRUCTIONS) DRBYTELEPHONIMIG OR PER LOCAL CODE. 9a C� ACCES52 (TYP.) SEE DETAIL'Ul',SHEET NOTE: PAINT'NO PARKING'ON WHERE 10 FEET OF LANDSCAPE IS C-5.0.FEE STATING THE ACCESSIBLE BORDERLINE MARKINGS,HATCHED U PAVED SURFACE OF ALL "$250 MIMUMUM FINE" ONES,AND LETTERS SHALL BE BLUE FOR ONLY U ACCESS AISLES STRIPE ODD SHAPED AREAS ON 60' 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 LANDSCAPED AND/OR CONCRETE ISLAN o CONCRETE ISLANDS UP TO ELECTRIC VEHICLE STALLS,THE COLOR SHALL 4"TRAFFIC ® ® I� 13'IN WIDTH CONTRAST WITH THAT OF THE SURFACE OF THE STRIPING(TYP.) 9.5' 9.5' 9.5' 12' 7 95 9' 5' 9' 9' 5' 9' 9' 8 TOW-AWAY SIGN DETAIL ACCESS AISLES PER 116-817.2 CART CORRAL,SEE DETAIL 4"TRAFFIC BLUE INTERIOR STRIPE ACCESSIBLE PARKING SIGN ON SHEET C-6.3 907 STRIPING DETAIL IN ACCESSIBLE STALL- INTERIOR �� "� U 1 N.T.S. BLUE STRIPE SHALL DIRECTLY ABUT ��' STOP SIG N.T.S. 'J ***3 Fi CONCRETE BUFFER `*Zip 3 FT CONCRETE BUFFER O O ADA STALL AND''`ELECTRIC-'-VEHICLE STALLS' YELLOW PERIMETER STRIPE(TYP.) (TO BE FREE OF OBSTRUCTIONS) 60' PARKING* (TO BE FREE OF OBSTRUCTIONS) U - N.T.S. � 6"SON.40 STEEL PIPE 03 03 11 DTMUTCD %M. 60'AND 99 PARKING END CAP ISLANDS ARE TO BE LANDSCAPED ONLY FILLED W�OUNNDD ED. IF REQUIRED BY LOCAL ORDINANCES. WITH TO ROU ***SAM'S CLUB ONLY 2'-0" a PAVEMENT OR STRIPE ODD SHAPED AREAS ON 60' WHERE 10 FEET OF LANDSCAPE IS FINISHED GRADE - PARKING TO MAINTAIN A RECTANGULAR NOT ATTAINABLE DO NOT LANDSCAPE; L K CONCRETE THIS AREA INSTEAD. LANDSCAPED AND/OR CONCRETE ISLANDz 3"COVER - t *,; OVER FOOTING - o z FILL POST w/CONCRETE sp. 3 Fi CONCRETE BUFFER - �,o�e STOP SIG CFO BE FREE OF OBSTRUCTIONS) 3 3500 PSI P.C. 3 FT CONRETE BUFFER CTMPGRETE MINIMUM L (TO BE FREE OF OBSTRUCTIONS)HIGH TRAFFIC AREA ISLAND** 3"MI l 11 i **N NOTE:OTE: THIS DETAIL IS TO BE USED TO PROVIDE ADDITIONAL PROTECTION FOR REGULATORY SIGNAGE THAT IS NORMALLY WITHIN A PAINTED ISLAND, ALL PIPES SHALL BE PAINTED TRAFFIC YELLOW END CAP ISLANDS PIPE BOLLARD O O N.T.S. N.T.S. END CAP ISLANDS I 11 29 11 I DTGROPST 1 08 17 09 /O 8 V 0/3 MARK REVISIONS APPR. DATE OF SE PLANS HAVE BEEN REVIEWED FOR-DEVELOPMENTAND/OR CITY AND STATE LAWS,AND ANCE ITH THE APPROPRIATE PERMT MAY BE ISSUED.CONDITIONS PREPARED BY: SEAL BENCHMARK: CITY OF LAKE ELSINORE DRAWING NUMBER. p 30 Executive Park,Suite 100 Y DESIGNATION$3433 AGENCY:RIVERSIDE COUNTY TRANSPORTATION COMMISSION. FEET.MONUMENT TYPE- FOUND 2'BRASS DISC WITH 10" f 8reenberyFarrew Irvine,CA 92614 ova NOUgI' COONNCRETEE COLLAR,LOCATION:SOUTHWEST CORNER CENTRAL AVENUE AND CAMBERN _ / V YYn{ 1 Y t:9492960450 f:9492960479 AVENUE(DOWN 1.0').AGENCY:NGVD 1929 WALMART SUPERCENTER#2077-07 6mO / �+ NE 46039 A SCALE: / DRAWN: BB 29280 O��TEIMPRO EMENITPLANSA92s32 SHEET t-R,0F.t A ..v✓'_' S'� 2/ �q E.P.12 3t 0 * N/A REMON HABIB -RCE 83156 DATE - 08/OS(19 `�4l CIV11. �� - - SITE DETAILS FILE N0. Ae�NG CITY ENGINEER H OU A RCE No. 46039 DATE E OF Cain DATE: April 10, 2019 CHECKED: JP I -33S Filename:P:\2008\200800688�CURRENTDRAWINGS�PRODUCTON FILES\ONSITE\200800688-C-6.0-C-9.0-DT Plot Date:4/10/2019 4:22 PM BY:Noel Briseno 1 1 2 1 3 4 5 6 7 8 19 10 11 12 13 14 15 i6 - 17 18 19 1 20 eesnom - NOTE: A Resa�o ALL SIGNS EQUAL TO —ING OR GREATER THAN 36" IN WIDTH SHALL,HAVE NOTE: vAx I TRLlCIC I TWO POSTS ALL SIGNS EQUAL TO OR SIGNAGE OTHER THAN I SIGNAGE OTHER THAN TRUCK. GREATER THAN 36"IN ACCESSIBLE ENTRANCE I TRUCK I WIDTH SHALL HAVE TWO (PED XING,STOP,ETC.) I THRU TRAFFIC(TRUCKETC.) XIT,NO SIGNAGE OTHER THAN LEA SIGNAGE OTHER THAN TRUC ACCESSIBLE I ENTRANCE(TRUCK EXIT,NO - B (PED XING,STOP,ETC.) THRUENTRANCE TRAFFIC, ETC.) 24"O.C. 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—, OF THE BOTTOM LOWEST SIGN SHALL 7'-0' SQUARE TUBE THE MIN.HEIGHT OF SQUARE TUBE BE 7'-0" OF THE LOWEST 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 T_p• SEE BREAKAWAY, SEE BREAK AWAY CONCRETE WITH TOP I BE 7'-0" CONCRETE WITH TOP TUBE POST - TUBE POST C ROUNDED AND PAINTED �1 ROUNDED AND PAINTED SLOPE TOP SLOPE TOP TRAFFIC YELLOW o TRAFFIC YELLOW o OF CONCRETE OF CONCRETE GROUND SURFACE GROUND SURFACE SLOPE TO SLOPE TO 3 3500 P.S.L.P.C. 3 3500 P.S.I.P.C. OF CONCRETE OF CONCRETE I - CONCRETE BASE CONCRETE BASE _ PAVED SURFACE � PAVED SURFACE ` � : • N •,kl `��� BLACK LEGEND 3500 P.S.I.P.C. 7,_. 3 ( 3 ON WHITE CONCRETE BASEp�''' CONCRETE BASSI''' _ 30^ BACKGROUND ,:} _ L," I =M o 4'-0'EQ 8 4'-0"—•i I�--'1 12"0 -4y W E 2 SINGLE POST DOUBLE POST B 4'-0" .III._II' 4'-0"—�i t--1 18"4 - NOTES: N.T.S. N.T.S. NOTE: I---I 18"0 - - 1. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION,FEDERAL 1. WORDS SHALL 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 MANUFACTURER'S INSTRUCTIONS. MANUAL ON UNIFORM Q E TRAFFIC CONTROL DEVICES .I NOTES: 2. GALVANIZED SQUARE TUBE F LANGED 5 FOR STREETS AND ENTRANCE 1. ALL SIGNS SHALL COMPLY WITH U.S.DEPARTMENT OF TRANSPORTATION,FEDERAL HIGHWAY - BOLT HIGHWAYS ADMINISTRATION'S'MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES',LOCAL CODES AND AS. POST TUBES-2"x2"z3/T6"12gd ' - � Q 1'-4 SPECIFIED.MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. POST TUBE SHALL MEET ASTM A1011 GRADE 50. 5/16"GR,5 a 2. THESE WORDS ARE TO BE NP• POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90. SERRATED PAINTED RETROREFLECTIVE 2. GALVANIZED SQUARE TUBE FLANGED NUT OOWHITE. ALL SIGN LETTERS TO COMPLY WRN STANDARD POST TUBES-2"x2'x3/16"12ga ANCHOR TUBE 2 t/4 x2 1/4"x3/i6" 12gD SRFACE POST TUBE SHALL MEET ASTM A1011 GRADE 50. HEAVY DUTY 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. F 4"(TYP.) 4 4 4 LAYOUT PER STRIPING 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. YIELD" PAVEMENT MARKING LAYOUT PER STRIPING MAX.EXPOSED ABOVE FINISH GRADE.. N.T.S. ro N.T.S. TRUCK ENTRANCE SIGN EQ. EQ.DETAIL/SITE PLAN O DTY1ELDM 03 04 11 N.T.S. LAYOUT PER STRIPING DETAIL/SITE PLAN 2-#4 TOP&BOT 2-#4 TOP&BOT - LAYOUT PER STRIPING XA A 1j'CUR FROM TOP 1"CUR FROM TOP POST WITH SIGNS) POST WITH SIGN(S) DETAIL/SITE PLAN. G 2�"CUR FROM TOT 2"CUR FROM BOT T NEVER LESS THAN 9' - TOP OF NEVER LESS THAN 9' PAVEMENT (UNLESS STOP SIGN IS USED) (UNLESS STOP SIGN IS USED) - a: ;;. PAINTED ENDCAP - 90 PAINTED ENDCAP 60' EQ, EQ. E0. EQ. T/2 BUT NOT SIGN LOCATIONS - 90' PARKING SIGN LOCATIONS - 60' PARKING a --•. 1/2-SOFT PREFORMED LESS THAN 1 4" . FIXED STRUCTURE.. 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' .• (TYP),. ROD AND SEALANT BACKER ROD H • SIGN LOCATIONS - 90° PARKING SIGN LOCATIONS - 60' PARKING 1/2`SOFT PREFORMED SIGN MOUNTING AND BASE WITH BOLLARD SIGN MOUNTING AND BASE WITHOUT BOLLARD " j'_g^(jyp�'• 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 N.T.S. USES:MANHOLES,LIGHT POLE BASES AND BOLLARDS M 02 26 15 1 DTSIGNWB TOOLED WITH 1/8"RADIUS 1/4"WIDE BY i"DEEP SAW CUT. WAIT AS LONG AS FEASIBLE TO SEAL JOINTS TO PCC JOINT DETAIL BLOW-UP 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 v, BACK FROM EXISTING EDGE TO ENSURE A PRIOR TO INSTALLING PAVEMENT PAVEMENT cZWIDTH.ENSURE JOINT IS CLEAN,.DRY AND SIDES z .f•.,. a STRAIGHT EDGE ALONG ENTIRE LENGTH OF SEALANT' PREPARED PER,MANUFACTURER'S RECOMMENDATIONS.a 1`.. •" •'' PAVEME• NT PAVEMENT.OBTAIN OWNER'S REPRESENTATIVE PCC JOINT DETAIL BLOW-UP J �•: ,' ,/ APPROVAL PRIOR TO SAWCUTTING jar - ~NOTE: 1/2"SOFT : •s` PAVEMENT "« "MIN. T/2 BUT NOT 1.SEE PLAN FOR JOINT SPACING. PREFORMED JOINT 'a" DOWEL CUP LESS THAN 1/4' CONTRACTION JOINT - FILLER FULL DEPTH :� .. ` ' ANY FIXED BY PNA - - OF PAVEMENT WITH "�•',. _ PAVEMENT SEALANT • ., . . , SFRUCTURE ISTING PAVEMENT NEW PAVEMENT 1/4"WIDE BY 1°DEEP SAW CUT. BACKER ROD AND '• ..• ��'* y - PCC JOINT DETAIL BLOW-UP L PAVEMENT SEALANT. E SEALANT. . - F CLOSED CELL BACKER ROD. SA WITH AVEME LAN.O + TYPICALLY t 8`TO 1 4"LARGER SAW CUT IMMEDIATELY PRIOR TO / / INSTALLING PAVEMENT SEALANT. THAN JOINT WIDTHInn A . (FIRST PLACEMENT (SECONDP M K FIXED STRUCTURE 1" ) .•�•. . FIR- y; _ 2-1qq4 TOP&BOT _ _ t/8"FIRST SAWCUT ` •;!,t"CUR FROM TOP 1/4"SECOND SAWCUT(IF REQUIRED) a w 2'CUR FROM BOT I NOTES: -DO NOT FROM REINFORCEMENT 24"�I DRILL 1-1/4"DIA.HOLE FOR 1.. ENSURE JOINTS ARE CLEAN AND DRY PRIOR TO THE APPLICATION 3/4"DOWEL AND 1"DIX HOLE OF THE JOINT SEALANT. .DO SAWCUTS NEARBY OR - NOTES: 3/4"SQUARE DOWEL APPLY CURING COMPOUND TO '•. .OTHER JOINTS THAT ALLOW ISOLATION JOINT - 1. BOTH SIGNS SHALL BE IN ACCORDANCE FOR 1/2°DOWEL AND INSTALL 2. INSTALL CLOSED CELL BACKER ROD AFTER JOINTS HAVE BEEN 3/4"DIAMETER DOWEL FOR 6"THICK PAVEMENTS 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 MUTCO EDITION, _ MANUFACTURER'S REQUIREMENTS. PAVEMENTS.DOWELS TO BE 10"LONG CENTERED ACT AS A BOND BREAKER AT WARNING SIGNS WII-2 NOTES: SLAB FACE AT A COVERAGE 1/2-SQUARE DOWEL FOR /" OF 300 SF MAX PER GALLON TO L ISOLATION JOINT TO BE USED FOR FIXED STRUCTURES SUCH AS (BOTTOM)WITH A BLACK�LEGE D ON6A7P ENSURE GROUT FACE OFIS FLUSH RATE EXISTING GALLONF 300 SIF MAX PER TO ACT AS A BOND 4°TO 5"THICK PAVEMENTS. 3. INSTALL TACKER TOD AT CONSISTENT AND UNIFORM DEPTH. WITH JOINT SPACED AT 18'ON CENTER,DOWEL TO LEAST 48 HOURS PRIOR TO FLUORESCENT YELLOW-GREEN SLAB. BREAKER AT LEAST 48 HOURS 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, 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. BACKGROUND PRIOR TO PLACING NEW SLAB. USES: BUILDINGS,RETAINING WALLS/DOCK WALLS AND DROP INLETS PAVEMENT IS NOT CONSIDERED A FIXED STRUCTURE. CONSTRUCTION JOINT TO EXISTING PAVEMENT PCC JOINT DETAIL BLO*-UP(TYP.) CONSTRUCTION JOINT ISOLATION JOINT DETAILS CONCRETE JOINT DETAILS ON.T.S. O "PEDESTRIANNTROSSING"SIGN O N.T.S. DTISOJNT 12-04-08 DTCONJNT 03-02-12 M 041, 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 0k1( DESIGNATION#3433 AGENCY:RIVERSIDE COUNTY TRANSPORTATION COMMISSION. CITY OF LAKE ELSINORE / e�l Irvine,CA o1NNOUgl9 CONCRETE COLLAR•LOCATION:SOUTHWEST CORNERNCEN RA AVENUE DISC CAMBERN 6reenbergFarr t:949 f:949 ' AVENUE(DOWN IA').AGENCY:NGVD 1929 WALMART SUPERCENTER#2077-07 C-6■ 1'. m 29260 CENTRAL AVE LAKE ELSINORE,CA 92532 y14 t 0 o SCALE: N/A DRAWN: BB ON-SITE IMPROVEMENT PLANS SHEETE0F� REMON HABIB RCE 83156 DATE 08T08/19 'n4rf IVI pRS� DATE: CHECKED: JP SITE DETAILS FILE No. -Ae'+W CITY ENGINEER H OU RCE No. 46039 DATE OF CLU April 10, 2019 I '3- Filename:P:\2008\200800688\-CURRENMRAWINGS\-PRODUCTION FILES\ONSBE\2G0800688-C-6.0-C-9.0-DT Plot Date:4/10/2019 4:22 PM BY:Noel Briseno 1 1 2 3 1 4 5 16 7 8 9 110 11 1 12 113 14 15 16 1 17 118 19 1 20 1 - TRANSVERSE LINE IN PED-XING SIGN - LIMITS OF ADA ROUTE PED-XING SIGN g PAIR WITH LEADING EDGE PARKING AISLE PAIR WITH LEADING EDGE (SEE NOTE#2) 80' (MIN,) OSSWALK OR OF CROSSWALK OR 9' A - (OK,THIS SIDE ONLY) _ FROM OF REDGE OF DRIVE ISLE. 80' (MIN.) FROM EDGE OF DRIVE ISLE. NOTE:PROVIDE 12'EXPANSION V-4"1'-4"1'-4.1'-4" JOINT B�ETTwWEEN SIDEWALK I----I AND ALL FIXED OBJECTS NOTES: ' A A < - SEE INSET"B" SEE INSET"A" 1. WORDS AND ARROWS SHALL BE APPLIED IN 8"WHITE STRIPE ACCORDANCE WITH SECTION 3B.20 OF THE MANUAL 1(2"RADIUS TOOLED JOINT OR B 8"WHITE STRIPE ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS PLAN VIEW 1 DEEP SAWED JOINT(TYP.) _ 6"WHITE STRIPES - 6"WHITE STRIPES 2j:,LC. AND HIGHWAYS. _ j r.. 25 MN. B SEE SITE PLAN 2. THESE WORDS ARE TO BE PAINTED"RETROREFLECTIVE - - - PED-XING SIGN JP;L 1/4'THICKNESS PREMOLDED EXPANSION JOINT FILLER SPACED®35'O.C.MAX. - -•tV.__- WHffE WITH GLASS BEADS',PER SPECIFICATIONS, EZX LN J FI LLR F 16EWALK 2• SLOPE i(4" (PAIR WITH LEADING J 5' BEYOND VESTIBULE SIGN WHEN AT EXITS FROM PARKING LOT TO PUBLIC (TYp) /FT.M EDGE OF CROSSWALK) STREETS. 5.0' 5.0' 5.0' 5.0' 5.0' 5.0' 5.0' (TYP) 1 ) (PAIR WITHPED ITLEADING7 G SIGN DOORS SEE NOTE 2 � . . EDGE OF CROSSWALK) CROSSWALK OFF-SET FROM CENTER OF VESTIBULE 4 4 4 6"� CROSSWALK OFF-SET FROM CENTER OF VESTIBULE -XING SIGN PAIR PC CONCRETE - TYP TRANSVERSE LINE IN "ONLY"PAVEMENT MARKING NOTE: ( P) 4 PED-XING SIGN PAIR WITH LEADING EDGE OF C AS INDICATED ON PLANS WHERE REQUIRED REINFORCEMENT (TYP) LIMITS OF ADA ROUTE LEADING EDGE OF CROSSWALK 0R PARKING AISLE 80' (MINjLLE SSWALK OR 9'FROM 7'-3" WILL BE No.3 BARS 24"O.C. COURSE COMPACTED TO (SEE NOTE/2) 80' (MIN.) 9'FROM EDGE OF DRIVE ISLE. IOK,THIS SIDE ON E OF DRIVE ISLE. SECTION A-A 6 x 6WAY_W7�X W1.4 WWF OR 90%STD.PROCTOR(TYP) SECTION B-B _ 6'-0" 6'-0' CROSS TRAFFIC CONCRETE SIDEWALK X ¢� SEE INSET"A" SEE INSET"B 70 DOES NOT S T O r{ � N.T.S. _ 8"WHITE STRIPE U r Dl'WALKPC 12 17 04 8"WHITE STRIPE p 6"WHITE STRIPES STRIPES . j W�2;"O.C. c t2 VV4.4p < o ,� 0 �} W R WR PED-XING SIGN 5' BEYOND VESTIBULE ro TRAFFIC �;}{� C€ 20 30 30'MIN. Il(} F� 4 25' 20' 30'MIN. (PAIR WITH LEADING DOORS (SEE NOTE 2 PED XING SIGN EDGE OF CROSSWALK) (PAIR WITH LEADING E 1 30' 10' 30'MIN. CROSSWALK CENT ERED ON VESTIBULE DOES �.D� STOP ��� � CROSSWALK CENTERED ON VESTIBULE - EDGE OF CROSSWALK) - W =WIDTH(feet)OF FIRE LANE VARIES`NEVER R =RADIUS NECESSARY TO ACCOMODATE -tES J 9' VARIES SOLID ARROW MARKINGS FIRE VEHICLES R r^ LESS THAN 9R i i� _ WR=TURNING RADIUS PAVEMENT WIDTH AS INDICATED ON PLANS 4Y4.4a 1 PAINTED"RETROREFLECTIVE WHITE" EDGE il �, ----- 3 z DRIVE 3 ce H= Nzw Wi SOLID ARROW PAVEMENT MARKINGS II�LUII� IRAFI'I • - ) � w F ! U 1 ft I FIRE LANE STRIPING SHALL BE 6"RED STRIPES WITH INSET"A" INSET"B" INSET°C" - DTRLTURN 04 28 14 4-INCH WHITE LINERS LL BEG"NO PARKING FIRE PED-XING SIGN LOCATION WHEN LEADING EDGE PED-XING SIGN LOCATION WHEN LEADING EDGE PED-XING SIGN LOCATION WHEN LEADING EDGE DOES \{.O LANE"STRIPING SHALL BE PLACED ON THE TOP EDGE OF CROSSWALK LANDS AFTER DRIVE AISLE. OF CROSSWALK LANDS BEFORE DRIVE AISLE. OF CROSSWALK IS AT END OF PARKING ROW. V-4"1'-4"1'-4"V-4' N OF THE SIDEWALK ABUTTING THE PAVED DRIVE OR AS NOTES: t SPECIFIED BY LOCAL REQUIREMENTS. 1. REFERENCE EACH VESTIBULE ON THE SITE PLAN FOR FINAL LAYOUT, DIMENSIONS AND SIGN LOCATION. NOTES: - i _ 2. TRANSVERSE LINE OF CROSSWALK SHALL BELOCATED AT END OF PARKING STALL, LIMITS OF ADA 1. WORDS AND ARROWS SHALL BE APPUED IN ROUTE OR 5'BEYOND VESTIBULE DOORS,TRANSVERSE UNE(FOR TRAFFIC MOVING RIGHT TO LEFT PER ACCORDANCE WITH SECTION 38.20 OF THE MANUAL VV4.4b THIS DETAIL)CANT END IN A PARKING AISLE ON THE PARKING LOT SIDE OF THE FRONT DRIVE. ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS FIRE LANE MARKING 3. SEE INSETS"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" OA N.T.S. �C 2. THESE WORDS ARE TO BE PAINTED"WHITE"WHEN IN CT N.T.S. PARKING LOT. N.T.S. DTFlRELN 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 I II I , 6" PCC SURFACE COURSE TYP. 4 4 4 I (UNLESS SHOWN OTHERWISE ON SITE PLAN) H "ONLY"PAVEMENT MARKING PCC NON-REINF. CONC. - AS INDICATED ON PLANS 4" GRAVEL BASE COURSE (TYP. a STOP LINE I �`-'' -•=••�-�• SEE PAVING DETAILS FOR ADJACENT 5-- :. \� PAVEMENT SECTION - / I 8"WHITE,STRIPE TYPICAL CURB 1'-4" 1'-4" 1'-4" 1'-4" / I � AND GUTTER 4'-3" 4'-' A PROVIDE CONTIGUOUS _ 0P0P SST' IGN UNDISTURBED SUBGRADE - 6" GRAVEL BASE COURSE 4'MIEN._(TYP.) SEE SITE PLAN MIN. BELOW CONCRETE BUFFER 36"x36"AT BASE COURSE AND ABOVE HIGHWAY/ •I ( 12"EXTENSION OF STREET PAVEMENT BASE COURSE INTERSECTIONS '� of NOTE: SEE LANDSCAPE END CAP ISLAND FOR PLANTING 30%30"WITHIN I c PARKING LOT SIGN AO BE ABOUT THE E z� I / CONCRETE STEP OUT SLAB BEHIND CURB TRANSVERSE N N I J70 OF THE CROSSWALK w I +, V-0" N.T.S. PER THE SITE PLAN �. '✓/fJ{/ '(llJ/ OPEN ARROW MARKINGS 1 ✓%//. AS INDICATED ON PLANS 12"GROOVED BORDERS PAINTED"WHITE" MUST BE ON THE LEVEL SURFACE AT THE TOP OF THE - ±••:::.. RAMP PER DETAIL HE REO ,:^ .": 4g" CROSS SLOPE QF 4' STROKE WIDTH q �q 4"� x•• M( TOP LANDING NOT TO OPEN ARROW PAVEMENT MARKINGS TRUNCATED DRE y. _;:r;:. ., SEEP 1 8"WHITE STRIPE 6"WHITE STRIPES ZSIGNBE PLACED PER DETAIL HERE * <-" EXCEED 2%IN ANY K O N.T.S. _�i. !�.'' �/ DIRECTION.TYP. - 24.O.C.(TYP.) AT ABOUT THE NOTE: LEADING/ DTRLTURN 04 28 14 .;;' Yf . T FROM - TRANSVERSE LINES '.-�?y� SE RANSITION - OF THE CROSSWALK �;'•. I? OR VARIABLE 1. WORDS AND LINES SHALL BE APPLIED IN - REFER TO ARCH.PLANS FOR LOCATION - 8;• ?-i%�'S. S TO 0'CF ACCORDANCE WITH SECTIONS 30.16 AND NOTE PER THE SITE PLAN VENTED GRATE FOR THE MlN -w• ,L• 3B.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 3B.18 OF THE 4"SOLID TRAFFIC YELLOW -'{ yYF � AND HIGHWAYS. fffim IFORM TRAFFIC CONTROL 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 NM- 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 TEXTURPENDICULAR TO THE AXIS .. WITH 18"SPACING AT 45'ANGLE of THE RAMP STOP SIGNAGE AND MARKING CROSSWALK MARKING W/ LONGITUDINAL STRIPES ACCESSIBLE RAMP III DETAIL N.T.S. O N.T.S. STRIPING FOR SIPHONIC BREAK MANHOLE Oe ON.i.S. O N.T.S. DTSTOPBR 03 04 11 DTCRWLKM 03 03 11 MTHESE !Y. a !3•!9 MARK REVISIONS APPR. DATE F DEVELO PMENT MENT AND/OR CITY AND STATE LAWS,AND A HAVE BEEN REVIEWED FOR COMPUANCE ITH THE PERMITAMAY BE SSUED.NDITIONS PREPARED BY: SEAL ( BENCHMARK: CITY OF LAKE ELSINORE DRAWING NUMBER: 30 EXBcutlVe Perk,Suke 100 DESIGNATION 16.96 AGENCY:RIVERSIDE FEET.MONUMENT TYPE: : FOUND ND 2"BRASS DI COMMISSION. /6reanbergFarr�u WITH 10 Irvine,CA92614 O�NNOVg29 CONCRETE COLLAR•LOCH N:SOUTHWESTECORNERNCENT AVENUE AND CAMBERN /� f� t:949 296 0450 f:949 296 0479 ' ° AVENUE(DOWN 1.0').AGENCY:NGVD 1929 WALMART SUPERCERTER#2077-07 C4 2 No, 46039 'O - 29260 CENTRAL AVE LANE ELSINORE,CA 92532 'L2 42. ExP,t 1 s SCALE: N/A DRAWN: BB ON-SITE IMPROVEMENT PLANS SHEET -i OF REMON HABIB RCE 83156 DATE08/08/19 Jj'l IV; ,� - SITE DETAILS FILE No. AGTINs CITY ENGINEER 4-'0UVRCE No. 46039 DATE F O. CAO DATE: April 10, 2019 CHECKED: JP Filename:P:\20GB\200800688\-CURRENTDRAWINGS\-PRODUCTION FILES\ONSITE\200800688-C-6.0-C-9.0-DT Plot Dote:4/10/2019 4:22 PM BY:Noel Briseno 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 REVISIONS REV. DESCRIPTION DATE APP. /3 TIES AT 16"O.C. 5/8"x 12'(MIN)COPPERWELD NIIIIIIIIII A emove en ry signs, redesigned gate,latch&si erm 7z/ta/m A GROUND ROD CONNECTED TO 1 ac 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 6"FROM BASE OF POLE. SEALER PER SPECIFICATIONS 1'V—6"MIN. 5/8"x 12'COPPERWELD GROUND ROD S B n CONDUIT AS REQUIRED ' CONNECTED TO EQUIPMENT JUNCTION BOX(POLES DESIGNATED WITH WIRE AT GROUND.LUG IN POLE 335.4 .rm.SUFFIX ONLY,I.E.BV—CAM), DETAIL"C" SECTION "A-A" LOCATE BETWEEN TOP AND SECOND TIES ` 8"X 4"X 2 3/4" PROVIDE JUNCTION BOX ON POLES DESIGNATED WITH JUNCTION BOX "CAM"SUFFIX ONLY(I.E. BV-CAM).REFER SITE PLAN A II I A 2"45 DEGREE FOR SECURITY POLE LOCATIONS. h LIQUID-TIGHT POLE-TO-BASE PLATE WELD (4)ANCHOR BOLTS 1.25"DIA.x 42" CONNECTOR SHALL COMPLY WITH AWS ANCHOR M LONG x 6"HOOK BOLTS C SPECS.AT TOP AND BOTTOM I FINISH GRADE I I NA OF BASE PLATE N BASE PLATE BOLT HOLE N 45' O TYP POLE BASE PLATE AND 0'-3 3/4" n _ BOLT PATTERN PER 71.91 _I €124.76 MANUFACTURER'S 2"SECURITY CAMERA CONDUIT(POLES a! RECOMMENDATION DESIGNATED WITH"CAM"SUFFIX ONLY, _ ^ � IC WAL-MART°� 4-;18x8'(MIN)LONG BARS I.E.BV-CAM) EQUALLY SPACED p N m m� — BI — ? CART CORRALS WILL BE PROVIDED 8Y WAL•MART 1"MIN,LIGHTING CONDUIT I 10 #3 TIES 0 16"D.C.MAX UGHT FIXTURE ORIENTATION J NCTION CONCRETE (OLES DESIGNATED WITH VERTICAL AND HORIZONTAL O AT THE LATEON SHTOWN ON THE SITCE PLAN A (SEE SITE PLAN FOR ao C . m8030355 ORIENTATION TO BUILDING) "CAM"SUFFIX ONLY,I.E.BV-CAM),FLUSH BARS SHALL BE FIELD TIED. 3'MINIMUM COVER TYP WITH FACE OF LIGHT POLE BASE. LOCATE WELDING NOT PERMITTED. N __ REVISIONS JUNCTION BOX TOWARDS FRONT OF SUPPORT REINFORCEMENT IN I , EV. DESCRIPTION �DATE APP. - BUILDING. JUNCTION BOX SHALL BE ITS PROPER LOCATION FROM J A emove entry signs,redesigned gate, latch&sl eras 2 18 0 BOLT COVER TYPICAL CARLON PART NUMBER E1212C24 WITH THE FORMWORK DURING .. . ac men s E1212DIV FIELD INSTALLABLE DIVIDER REFER CONCRETE OPERATION. E SECTION "B—B" SPECIFICATIONS 2'BELOW FROST LINE 24" DETAIL A - - - SCALE 1 :6 HANDHOLE WITH COVER REMOVED DIAMETER 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 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 NUT 3. FOUNDATION EXCAVATION SHALL BE BY 24"AUGER IN UNDISTURBED OR PROPERLY COMPACTED SITE LIGHTING VENDOR FILL PER SPECIFICATIONS, 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"UQUID—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. 2"PVC CONDUIT ANCHOR BOLT CONCRETE PIER - OPEN STALL) DETAIL "C" 8. ALL LIGHT POLE BASE FOUNDATIONS SHALL BE CAST—IN—PLACE.PRE—CAST LIGHT POLE BASE 45 DEGREE BEND FOUNDATIONS ARE NOT ACCEPTABLE. - 2"SECURITY (TYP) - CAMERA CONDUIT 2"PVC COUPLING CART CORRALS WILL BE PROVIDED BY WAL-MART 2"PVC MALE AND ASSEMBLEDIINSTALLED BY THE CONTRACTOR ADAPTER 3/4"480V _ AT THE LOCATION SHOWN ON THE SITE PLAN 12 124"CURVED LID POWER CONDUIT H ✓Ni z / BOLT CIRCLE JUNCTION BOX ^ m R6 �^119. SIZE PAVING I I C WAL-MART POLE MOUNTED CAMERA DETAIL P1 C "°8030355 RA TYPICAL ANCHOR BOLT SPACING TYPICAL LIGHTING POLE BASE DETAIL ONLY POLE LOCATIONS DESIGNATED WITH"CAM"SUFFIX z'URB CURB FACE DRIVE—THRU O N.T.S. - ONLY,I.E.BV—CAM, CAMERAS AND WIRING BY OTHERS. TRANSITION CURB FROMTRAN 6'C A LANE W, - FROM 6"CF OPENING FROM fi"CF T 0' " F TYPICAL LIGHTING POLE BASE DETAIL 04 19 16 >"" ' `'- ` RED LEGEND ON e - DC 0 IF LIGHT POLE BASE IS WITHIN A RAISED CURB EQ. WHITE BACKGROUND " ° ° " AND OFFSET FROM THE BACK OF CURB(OR - LANDSCAPE CONCRETE BUFFER)BY 3 FEET OR MORE,THE Yw CURB AND GUTTER » PER PLAN D HAND PLACED RIP RAP J BASE SHALL NOT.BE PAINTED. N .PLAN VIEW PAD,SET FLUSH WITH THE THE FINISH GRADE A PARKING 0'CURB FROM 8'CURB FACE TO TRAFFIC YELLOW(SEE NOTE 1 0"CURB FACE IN 2' PLAN ) i'-0" 2'-0" i'-p° CURB&GUTTER 4" MULCH OR TOPSOIL MIN. �■I R PER DETAIL HEREON K - C ' - 6" PCC SURFACE COURSE (TYP.) F p, 6" PCC NGRAV EINF. CO CC. LANE u 3 - COURSE (TYP.) � e RP CAPE 4" GRAVEL BASE t MAX T URB NOTES: (—_ -I I(=I — .x,.�:',° . :." •,°° ,rr s ., - SEER PAVING DETAILS P 1. EXPOSED CONCRETE — _ --I FOR ADJACENT SHALL BE PAINTED TRAFFIC —III-III—III-1 I I-III-I I I�I I= \\%,\ PAVEMENT SECTION �� PAVIN YELLOW. -I i i—, i I—I I(—' 1 X���������//��j�� �j����j��j�������� PROVIDE CONTIGUOUS 6" 12" 6" M L ELEVATION UNDISTURBED SUBGRADE 12" 12" GRAVEL BASE COURSE COMPACTED SUBGRADE COMPACTED TO CLASS 11,GRADED AGGREGATE BASE SECTION A-A MIN, MIN, BELOW CONCRETE BUFFER ALL SIGN LETTERS TO COMPLY WITH STANDARD 95%OF MAXIMUM DRY DENSITY AS COMPACTED TO 95%OF MAXIMUM 3'-0" BASE COURSE AND ABOVE DETERMINED BY THE MODIFIED PROCTOR NOTE: SEE LANDSCAPE BERM DETAIL FOR TREE PLANTING. 12"EXTENSION OF ALPHABETS FOR HIGHWAY SIGNS(SERIES C 2000) - DRY DENSITY AS DETERMINED BY PAVEMENT BASE COURSE COMPACTION TEST THE MODIFIED PROCTOR COMPACTION WAL-MART LIGHT BASE DETAIL (ASTM o 1557.00) TEST(ASTM D 1557.00).SEE PLAN N.T.S. BUFFER PROFILE VIEW FOR SECTION "NO PARKING - FIRE LANE" SIGN CURB OPENING W 1 O N.T.S. O N.T.S. O N.T.S. 04 19 16 WAL—MART E DTLCONBUF 11 29 07 M MARK REVISIONS APPR. DATE OF DEVELOPMENT AND/OR CITY AND STATE LAWS,,AND A PERMIT MAY BE THESE P S HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE R ISSUED.CONDITIONS PREPARED BY: SEAL QW BENCHMARK: CITY OF LAKE ELSINORE DRawINc NUMBER: 30 Executive Park,Suife 100 / DESIGNATION 16.96 AGENCY:MONUMENT TYPE FOUND TRANSPORTATION COMMISSION. AA A /6reenbergFarra� SC WITH 10* Irvine,CA92614oANN0Ugr4 CONCRETE COLLARS LOCATION:SOUTHWEST CORNER CENTRAL AVENIUE AND CAIBERN ■. t:949 296 0450 f:949296 0479 "' 3" AVENUE(DOWN 1.0').AGENCY:NGVD 1929 WALMART SOPERCENTER#2077-07 C s V■ No. �3y p 29200 CENTRAL AVE LANE ELSINORE,CA 92532 23 `1 21 -I°I 01 1 s SCALE: N/A DRAWN: BB ON-SITE IMPROVEMENT PLANS SHEET�OF REMON G IBITY ENGiNEERE 83156 �' H OU AD RCE No. 46039 DATE 'A�IE OFVtAO `! DATE: CHECKED: JP. SITE DETAILS FILE No. April 10, 2019 Filename:P:\2008\20080OSW\—CURRENMRAWLNGS\—PRODUCTION FILES\ONSITE\200800688—C-6.0—C-9.0—DT Plot Date:4/10/2019 4:22 PM BY:Noel&keno �— 1 1 2 1 3 4 15 6 7 8 9 1 10 11 12 13 1 14 1 15 116 1 17 - 18 19 20 GENERAL NOTES A DESIGN AND CODE INFORMATION MISCELLANEOUS: THE STRUCTURE HAS BEEN DESIGNED ACCORDING TO THE FOLLOWING THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. REFER TO PROJECT BUILDING CODES: CBC 2016. SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. ALL CONSTRUCTION SHALL CONFORM TO THE APPLICABLE BUILDING CODE STRUCTURAL DRAWINGS ARE INTENDED TO BE USED WITH CIVIL DRAWINGS. CONTRACTOR IS AND LOCAL AMMENDMENTS/REQUIREMENTS.. RESPONSIBLE FOR COORDINATING SUCH REQUIREMENTS INTO THEIR SHOP DRAWINGS AND VERIFY EXISTING CONDITIONS AND DIMENSIONS AND NOTIFY ENGINEER OF CONSTRUCTION. FENCE & SLEEVE PER CIVIL ANY CONDITIONS WHICH DO NOT COMPLY WITH PLANS.STRUCTURAL NO OPENINGS SHALL BE MADE IN ANY STRUCTURAL MEMBER WITHOUT THE WRITTEN APPROVAL OF (MINIMUM EMBED: 12") WALL CEMENT MORTAR CAP DRAWINGS MUST BE COORDINATED WITH CIVIL DRAWINGS BY THE THE PROFESSIONAL OF RECORD. CONTRACTOR. NO CHANGE IN SIZE,MATERIAL OR DIMENSION OF STRUCTURAL MEMBERS SHALL BE MADE -#4@12 n HANG W/ 2-#4'S CONT. B- 4. IT IS THE CONTRACTOR'S SOLE REPONSIBILTY TO FOLLOW ALL APPLICABLE SAFETY CODES WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. T/WALL EL.= 11 OPEN BOTTOM BOND BEAM AND REGULATIONS DURING ALL PHASES OF CONSTRUCTION. T WALL EL- VARIES W/ (2) #5 BARS CONT. THE STRUCTURE SHOWN ON THESE DRAWINGS IS STRUCTURALLY SOUND ONLY IN ITS COMPLETED 5. WHERE A DETAIL,TYPICAL DETAIL,SECTION,TYPICAL SECTION OR A NOTE VARIES - IS SHOWN FOR ONE CONDITION,IT SHALL APPLY FOR ALL LIKE OR SIMILAR CONDITIONS FORM.THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR - LEVEL GRADE w x LEVEL GRADE UNLESS OTHERWISE NOTED. SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR'S CONSTRUCTION "-'io x SEE CIVIL DWGS SEE CIVIL DWGS 6. UNLESS NOTED,ELEVATIONS SHOWN ARE FROM TOP OF FOUNDATIONS METHODS AND/OR SEQUENCES,THE CONTRACTOR SHALL HIRE AND PAY A PROFESSIONAL >-I TO TOP OF WALL. STRUCTURAL ENGINEER REGISTERED IN THE STATE OF VIRGINIA TO DESIGN AND INSPECT ALL 7. ALL REQUIRED TESTING REPORTS SHALL BE AVAILABLE AT THE JOB SITE, TEMPORARY SHORING AND BRACING IF REQUIRED. r7 u-_ _ -_I1 y D1=11 _ rILI IITi11I TIiL� R-TI LZ1�1�1 FOUNDATION NOTES DO NOT SCALE THESE DRAWINGS,USE DIMENSIONS. - CONTRACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL RECOGNIZE AND CONSIDER C THE FOUNDATION DESIGN CRITERIA ARE BASED ON PROJECT NO.D82109.01-01 TITLED"INITIAL THE EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION LJ FENCE & SLEEVE PER CIVIL GEOTECHNICAL ENGINEERING INVESTIGATION"PREPARED BY MOORE TWINING ASSOCIATES,INC.ON PERIOD. _ " CHAIN LINK FENCE DETAIL JULY 18,2011 THE CONTRACTOR SHALL INFORM THE PROFESSIONAL OF RECORD IN WRITING OF ANY DEVIATION #4'S @ 18" MIRADRAIN 6000 BY MIRAFI INC. _ FROM THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL NOT BE RELIEVED OF THE O.C. EA. WAY SE VERT BARS. SEE ELEV. 2.RETAINING WALLS RESPONSIBILITY OF SUCH DEVIATION BY THE PROFESSIONAL OF RECORD REVIEW OF SHOP MIRADRAIN 6000 BY MIRAFI INC. A.RETAINING WALL DESIGN SOIL PARAMETERS DRAWINGS,PRODUCT DATA,ETC.,UNLESS THE CONTRACTOR HAS SPECIFICALLY INFORMED THE x "Lw" HORIZ BARS x A.1.UNIT WEIGHT OF BACKFILL(SOIL DENSITY) =115 POE PROFESSIONAL OF RECORD OF SUCH DENATION AT THE TIME OF SUBMISSION,AND THE "0" DOWELS _ 9 GA TRUSS HORIZONTAL A.2.ACTIVE EARTH PRESSURE =43 PST PROFESSIONAL OF RECORD HAS GIVEN WRITTEN APPROVAL TO THE SPECIFIC DEVIATION. "A" JOINT REINF. @ 16" O.C. A.3.AT-REST EARTH PRESSURE =65 PST x - "M"VERT BARS. 8" CMU GROUT ALL CELLS SOLID OUTSIDE LAYER AA PASSIVE EARTH PRESSURE =275 PST CONNECTIONS OF ALL ITEMS SUPPORTED BY THE STRUCTURE ARE THE RESPONSIBILITY OF THE � 12" CMU GROUT ALL CELLS SOLID D A.5.COEFFICIENT OF BASE SLIDING(CONC.ON SOIL)=0.34 DISCIPLINES WHO ARE MAKING THESE ATTACHMENTS.THESE ATTACHMENTS SHALL BE DESIGNED TOI - A.6.ALLOWABLE BEARING PRESSURE UNDER TOE OF THE RETAINING WALL TOOTING=2,000 RESIST ALL GRAVITY,WIND,WIND UPLIFT,THERMAL LOADS,ETC. ESE ALL DESIGN PARAMETERS&TOTAL GLOBAL STABILITY OF THE RETAINING WALL 6" PVC PERF. PIPE SHALL BE VERIFIED BY A QUALIFIED GEOTECHNICAL ENGINEER. IT IS THE RESPONSIBILITY THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS SEE CIVIL DWGS SURROUNDED BY AT LEAST w EDGE DISTANCE ( OF THE CONTRACTOR TO REPORT ADVERSE CONDITIONS 1.5 CUBIC FEET PER DOWELS R THE SITE SHALL BE PREPARED IN ACCORDANCE NTH CIVIL DRAWINGS. SPECIAL INSPECTIONS o - 6" PVC PERT. PIPE C.WHERE FILL IS REQUIRED IT SHALL BE PLACED IN ACCORDANCE WITH THE CRITERIA LISTED IN LINEAR FT) OF CALTRANS SEE CIVIL DWGS SURROUNDED BY AT LEAST THE GEOTECHNICAL REPORT AND UNDER THE SUPERVISION OF A QUALIFIED GEOTECHNICAL A.SPECIAL INSPECTOR(SI)SHALL BE RETAINED AND PAID BY THE OWNER AND PROVIDE CLASS 2 PERMEABLE 1.5 CUBIC FEET (PER o� ENGINEER. INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF WORK LISTED UNDER SECTION MATERIAL, SLOPE TO DRAIN N - LINEAR FT) OF CALTRANS 1704 OF THE CODE. w N l- = - PERMEABLE ABLE D.ALL EXCAVATION SHALL D INSPECTED BY A QUALIFIED GEOTECHNICAL ENGINEER TO VERIFY ,I II 111 III ram,, �,I� CLASS 2 E E B.THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE �� II��I�" m �~�11L'•II� - MATERIAL, SLOPE TO DRAIN E THE DESIGN CRITERIA AND REPORT ADVERSE CONDITIONS. (GEOTECHNICAL ENGINEER TO BE COMPETENCE,TO THE SATISFACTION OF THE BUILDING OFFICIAL,FOR INSPECTION OF THE HIRED AND PAID BY CONTRACTOR) IN CASE OF CONFLICT BETWEEN THE GEOTECHNICAL PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. _i CONT. WATERSTOP �i g CONT. WATERSTOP a Lb BARS REPORT,SPECIFICATIONS AND DRAWINGS,THE MORE STRINGENT REQUIREMENT SHALL APPLY. ROUGHEN SURFACE Lb BARS ROUGHEN SURFACE E. FOUNDATION ELEVATIONS GIVEN ARE FOR PURPOSE OF CONTRACT AND SHALL BE ADJUSTED C.THE DUTIES OF THE SPECIAL INSPECTOR SHALL INCLUDE,BUT ARE NOT LIMITED TO, - (LOWERED)AT TIME OF EXCAVATION TO MEET SOIL CONDITIONS. ENGINEER SHOULD BE VERIFICATION OF CONSTRUCTION QUALITY CONTROL,TESTING,COMPLIANCE WITH THE SEET/F PLANEV ,_ __.. _ N T/FTG ELEV CONSULTED, CONSTRUCTION DOCUMENTS,BUILDING CODE REQUIREMENTS,AND LOCAL BUILDING -, T. THE CONTRACTOR SHALL BRING TO THE ATTENTION OF THE ENGINEER THE.LOCATION Of DEPARTMENT REQUIREMENTS. - P BARS P BARS EXISTING AND FUTURE UTILITIES AND PROCEED NTH THE WORK ONLY AFTER WRITTEN D. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE PROPER NOTIFICATION TO THE F APPROVAL FROM THE ENGINEER. SPECIAL INSPECTOR AND PROCEED WITH THE CONSTRUCTION ONLY AFTER THE SPECIAL fT SITE PREPARATION SHALL BE CONSISTENT WITH THESE RECOMMENDATIONS: INSPECTOR'S APPROVAL. E. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: n F IF,AFTER EXCAVATION,THE CONDITION OF SOIL INDICATES A SAFE BEARING CAPACITY OF LESS 1. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE F/KEY = F/WALL ABOVE ­CV, 3"1rP. THAN 2000 PST,THE STRUCTURAL ENGINEER OF RECORD SHALL BE NOTIFIED AND THE FOOTINGS WTH THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS.THE INSPECTOR MAY NOT F/KEY = F/WALL ABOVE REVISED IF NECESSARY. ALTER,MODIFY,ENLARGE OR WAIVE ANY OF THE REQUIREMENTS OF THE DOCUMENTS. 1-#4 CONT. "K" BARS. THE BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BE ATLEAST V-O"MINIMUM BELOW FINISHED GRADE. 2. SPECIAL INSPECTORS SHALL KEEP RECORDS OF INSPECTIONS.THE SPECIAL INSPECTOR SEE 1A FOR SHALL FURNISH INSPECTION REPORTS TO THE CONSTRUCTION OFFICIAL,AND TO THE 3 ryP' MORE INFO - BACKFILL PLACED AGAINST THE WALL SHALL BE GRANULAR FREE FLOWNG FILL PLACED AT 1 REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE,THE CONTRACTOR AND SF/FT VOLUME. THE OWNER.REPORTS SHALL INDICATE THAT WORK INSPECTED WAS DONE IN DESIGN ASSUMES THAT A FUNCTIONAL DRAINAGE SYSTEM WILL BE INSTALLED TO PREVENT THE CONFORMANCE TO APPROVED CONSTRUCTION DOCUMENTS.DISCREPANCIES SHALL BE ACCIDENTAL BUILDUP OF HYDROSTATIC PRESSURE AND LATERAL STRESSES IN EXCESS. BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTORAND THE OWNER FOR CORRECTION,IF THE DISCREPANCIES ARE NOT CORRECTED,THE DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND TO THE REGISTERED 1 A TYP. RETAINING WALL zA TYP. RETAINING WALL REINFORCED CONCRETE DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE AND THE OWNER PRIOR TO THE COMPLETION OF THAT PHASE OF THE WORK. ALL CONCRETE WORK SHALL CONFORM TO THE"BUILDING CODE REQUIREMENTS FOR REINFORCED 3, A FINAL REPORT OF INSPECTIONS DOCUMENTING REQUIRED SPECIAL INSPECTIONS AND SCALE: 3/4° = 1'-0° C-6.4 SCALE: 3/4" = 1'-O" CONCRETE",(ACT 318-11).UNLESS NOTED,CONCRETE SHALL BE NORMAL WEIGHT,4000 PSI @ 28 CORRECTION OF ANY DISCREPANCIES NOTED IN THE INSPECTIONS SHALL BE SUBMITTED (ALTERNATE OPTION) DAYS NTH MAXIMUM WATER-CEMENTITIOUS MATERIALS RATIO OF 0.45. PERIODICALLY AT A FREQUENCY AGREED UPON BY THE PERMIT APPLICANT AND THE \ BUILDING OFFICIAL PRIOR TO THE START OF WORK. LAP SPLICES FOR REINFORCING BARS SHALL BE CLASS B IN ACCORDANCE WITH ACI 318-11, F. MERE SPECIAL INSPECTION REQUIREMENTS DUPLICATE THE REQUIREMENTS OF SPECIFIED UNLESS NOTED OTHERWISE. QUALITY ASSURANCE TESTING,DUPLICATE INSPECTIONS SHALL NOT BE REQUIRED. CLEAR CONCRETE COVER FOR REINFORCING STEEL: H CONCRETE WALLS: 2"(U.N.O.) FOOTINGS: 2"FORMED EDGES M A SJ O N FR Y VV A L-L_ N C H E LD U I-E 3"CAST AGAINST GROUND THE LONGITUDINAL REINFORCING STEEL IN WALLS AND FOOTINGS SHALL BE CONTINUOUS AROUND REF. ;;0" BARS "Lb" "P" "Lw SHEAR KEY CORNERS.SEE TYPICAL DETAILS. LABEL DETAIL H A C W SIZE & SPA SPLICE B&g BARS BARS M" BARS REINF. DEPTH ("K") MECHANICAL VIBRATORS SHALL BE USED TO VIBRATE ALL CONCRETE, RESULTS OF CONCRETE CYLINDER TESTS SHALL BE AVAILABLE ON SITE RW4.5 2B 4'-6" 1'-O" 3'-3" #5 @ 24 1'-2" 3-#5 #5 @ 18 #4 @ 18 #5 @ 24 FOR REVIEW BY INSPECTOR,AS REQUIRED BY LOCAL JURISTICTION, 7. THE CONTRACTOR SHALL BRING TO THE ATTENTION OF THE ENGINEER THE LOCATION OF RW6.0 2B 6'-0" 1'-6" 4'-6" #6 @ 16 2'-0" 4-#5 #5 @ 18 #4 @ 18 #5 @ 32 M I EXISTING AND FUTURE UTILITIES AND PROCEED WITH THE WORK ONLY AFTER WRITTEN APPROVAL FROM THE ENGINEER, REINFORCING STEEL, RW8.25 2A 8'-3" 2'-0" 5'-6" #6 @ 16 3'-4" 6-#5 #5 @ 12 #4 @ 18 #5 @ 32 #5@15" 10" T/WALL EL= 1• VARIES 1. REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60 (U.N.) ••O•• I=- _ - AND GRADE 40 FOR #3 AND SMALLER BARS. MINIMUM LAP 60-DIAMETER w _ (U.N.). GRADE 60 REINFORCING MAY NOT BE RE-BENT OR FIELD BENT WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER J 2. SPLICES IN REINFORCING BARS SHALL BE NOT LESS THAN 48 BAR DIAMETER C CD N C F� E T E VV L-L- S C N E ID U L-E a w 8" CMU FULLY AND REINFORCEMENT SHALL BE CONTINUOUS AROUND ALL CORNERS AND N a GROUTED W/VERT _ CHANGES IN DIRECTION. CONTINUITY SHALL BE PROVIDED AT CORNERS OF "0" BARS "Lb" " . SHEAR KEY ." g 'M' BARS SPLICED .LJ SEE 2A FOR CHANGES IN DIRECTION BY BENDING THE LONGITUDINAL STEEL AROUND REF. P Lw "M" BARS ADD'L INFO LABEL H A C W BARS x WITH 'O' DOWELS _ THE CORNER 48 BAR DIAMETERS OR BY ADDING MATCHING REINFORCING DETAIL SIZE & SPA SPLICE T&g BARS BARS REINF. DEPTH ("K') ' STEEL, WHICH SHALL EXTEND 48 BAR DIAMETERS FROM EACH CORNER BAR SPACING SHOWN OUT OF FTG - OR CHANGE IN DIRECTION. WHEN THREE OR MORE BARS ARE REQUIRED, RW4.5 1A 4'-6" 0'-8" 1'-3" 3'-3" #4 @ 16 1'-2" 3-#5 #5 @ 18 #4 @ 18 #4 @ 16 ON SCHEDULE -i 9 GA TRUSS HORIZONTAL - - - JOINT REINF. @ 16" O.C. THE ARS SHALL BE HELD N PLACE AND BY VERSE 3. MINIMUM NLO7 MORE AP SPLICE THAN AND TIENSION DEVELOPMENTDDIMENSIONSTABLE BARS RW6.0 1A 6'-0" 0'-8" 1'-6" 4'-6" #5 @ 16 2'-0" 4-#5 #5 @ 18 #4 @ 18 #5 @ 16 ROUGHEN SURFACEIII " - P-BARS T&B K 3000 PSI NORMAL WEIGHT CONCRETE, Fy= GRADE 60, NON-COATED RW8.25 1A 8'-3" 0'-10" 2'-0" 5'-6" #5 @ 8 2'-6" 6-#5 #5 @ 12 #4 @ 18 #5 @ 16 #5015" 10" T/FTG ELEV BARS, LAP CLASS B, CASE 2 TOP BARS OTHER BARS BAR SPLICE DEVELOPMENT BAR SPLICE DEVELOPMENT NOTES FOR SCHEDULES: '0' DOWELS OUT OF #3 42" 32" #3 32" 25" 1. FOR WA 70 #5 " 54 LL LOCATION SEE CIVIL DRAWINGS. FOOTING, SEE SCHEDULE #4 70 54 54 41 " #5 54" 41" " " #4 " " 2. 'MAXIMUM SPACING OF WALL CONTROL JOINTS : 25'-0", SEE DETAIL 1/C-6.5 1 #6 84" 64" _ #6 14" 50" 3. MAXIMUM SPACING OF WALL EXPANSION JOINTS : 100'-0", SEE DETAIL 2/C-6.5 ^ 3"TYP. #7 122" 94" #7 14" 72" 4. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS SHOWING THE FOLLOWING: ,C. Lw-BAST&B L #8 139" 107" #8 107" 82" A. PLAN SHOWING THE WALL LOCATION, HEIGHT, STEPS, CONTROL & EXPANSION JOINTS. .W. #9 157" 121" #9 121" 93" B. KEY ALL SECTIONS ON THE PLAN. #10 177" 136" #10 136" 105" C. ALL REINFORCING. 5. FOR DEVELOPMENTAL LENGTH, SEE REINFORCING STEEL ze TYP. RETAINING WALL �CONC. RETAINING WALL SCHEDULE c-6:4 SCALE: 3/4" = r-0" 4 C-6.4 SCALE: 3/4" = 1'-0" MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS PREPARED BY: SEAL BENCHMARK: 1 DRAWING NUMBER: OF DEVELOPMENT AND/OR CITY AND STATE LAWS,AND A PERMIT MAY BE ISSUED. 30 Executive Park,Suite 100 0M1� DESIGNATION 13433 AGENCY:RIVERSIDE COUNTY TRANSPORTATION COMMISSION. CITY OF LAKE ELSINORE /� / /GreenbergFarrow Irvine,CA92614 oRdNOUgjA CONCRETE COL6.96 FEET.LJAR.LOCATION:NUMENT SOUTHWESTECORNERD 2*BRASS DISC WITH 10" C CENTRAL AVENUE AND CAMBERN C 6 4 1 SCD REPLACE SCREEN WALL FOR CHAIN LINK FENCE ON RETAINING WALL ADDED WALL DETAIL SHEEP WITH 12 04 19 a tQM�T R�Q��rc� t:9492960450 f:9492960479 S AVENUE(DOWN 1.0').AGENCY:NGVO 1929 WALMARTSUPERCENTER#2077-07 ■ OPTION OF CMU OR CAST IN PLACE CONCRETE WALL J - 29260 CENTRAL AVE LANE ELSINORE,CA 92532 No. 1/3190 r SCALE: NSA DRAWN: BB ON-SITE IMPROVEMENT PLANS SHEET 24OF42 cITV 'IB R 831 DAT JOHN NOURZAD, RICE No. 46039 DATE J?9Tf oFl U �\P DATE: CHECKED: JP WALL DETAILS -FILE N� December 4, 2019 Fllename:P:\2008\200800688\-CURRENTORAWINGS\-PRODUCTION FILES\ONSRE\200800688-C70-C-9.0-OT Plot Date:12/5/2019 8:52 AM BY-Noel Briseno 1 2 3 14 5 16 17 8 1 9 10 11 112 113 114 15 16 17 18 19 120 RETAINING WALL A PIPE SLEEVE, ALLOW 2" CLR ALL AROUND PIPES AND 2-#5 x 6'-0" LG N.S. & F.S. CAULK AS REO'D (4 TOTAL) @ ALL SIDES OF PIPE TRENCH FOR PIPET z 1/2" EXP JOINT ELECTRICAL CONDUIT FOR 8 0 MAX OPENING FILLER TYR U.N. 18 MIN 4-#6 x 6'-0" LG N.S. & F.S. #4 x2'-0"LG ® LARGER THAN 3'0 _ OPENING (4 TOTAL) 0 ALL SIDES OF PIPE WALL 12"O.C. MAX TIE TO o 0 CONTROL WALL REINFORCING r� BOND BREAKER FOR 30" 0 MAX OPENING JOINT i FINISH z 1/4" GRADE B \ \ \'\` \//�\\�/\/� TYPCLR DISCONTINUE 50% OF HORIZONTAL REINFORCING ® EACH FACE OF WALL 1-#4 VERT 1/2' 1/2" JOINT MIN PLACE CONCRETE AGAINST 2" z UNDISTURBED SOIL FOR NOTES 1. FOOTING SHALL BE STEPPED PER 3/C-6.5 A LENGTH OF FOOTING C WIDTH + 2A 1. MAXIMUM JOINT SPACING = 25'-0". WHEN TOP OF PIPE IS MORE THAN 2'-6" 2. DO NOT LAP HORIZONTAL BARS 1. MAXIMUM SPACING OF EXPANSION JOINTS = 100'-0" �1 BELOW BOTTOM OF FOOTING, AT WALL CONTROL JOINT. JOINT DOES NOT EXTEND INTO FOOTING. 2 BOTTOM OF TRENCH SHALL NOTE: WALL FTG 2. WHERE PIPE PENETRATES THE FOOTING 2. EXPANSION JOINT FILLER SHALL BE PREMOLDED ASPHALT NOT BE BELOW THIS LINE VERTICALLY, ALLOW 2" CLEARANCE ALL REINFORCING SHOWN IS MATERIAL MEETING ASTM D1751 & GLUED TO FIRST POUR. AROUND AND CAULK AS REO'D. ADDITIONAL. FOR WALL CONCRETE WALLS TYP CONCRETE WALLS TYP SECTION W/PIPES TYP SECTION W/PIPES REINFORCING SEE SECTION, CONTROL JOINT DETAIL EXPANSION JOINT PARALLEL TO FOOTING PERPENDICULAR TO FTG �ADD'L REINS @ OPENING D ,TYR SCALE: NONE C-8.5 SCALE: NONE C-6.5 SCALE: 3/4" = 1'-0" C-6.5 SCALE: 3/4" = 1'-O" C-6.5 SCALE: 3/8" = 1'-O" E 3 VERT 11 CORNER,TYP.(MATCHING SIZE WITH TYP.WALL REINFORCING) 48 BAR DIA 24"MIN � BAR 0 2x "H" WALL CONTROL JOINT- (W.J.) 48 BAR DIA � N �F MIN MIN 24' MIN \(/1 �o� 1 DUR-O-WALL RAPID AT EXPANSION JOINT ONLY(SEE " CONTROL JOINT PLAN)PROVIDEA3/81'EXP DWGS)MAT L AND 0R 4' MIN - "D" FOR SPACING,SEE NOTES FOR SPACING,SEE NOTES ` AT EXPANSION JOINT ONLY(SEE D" FOR WALLS ONLY, PROVIDE 1� M,✓: '" = V - PLAN)PROVIDE ARCH EXP MAT'L AND THREE (5) VERTICAL REBARS 10 "d", U.N. SEALANT(SEE ARCH DWGS) AS SHOWN, TYP U.N. OR 4" MIN w It • III • • ll I 1 FORM& G COMPACT SOIL _ (2)VERT BARS IN TWO CELLS EA. SIDE OF JOINT REINFORCING SHALL MATCH AS SHOWN EI MATCH SIZE&SPACING OF REINF INL TYP WALL REINF.EACH ADJACENT FOOTING SECTION 48 BAR 4 �i_CELL AS SHOWN VO PROVIDE THESE HOOKS #3THRU #86 "d" MIN ONTAL JOINT REINFORCING NOT SHOWN FOR CLARITY, THRU-OUT WORK A$ (MIN REINF 3-/�4 T&B) DE PREFABRICATED TEE REINFORCING 0 16"O.CVERT.DO INDICATED ON DRAWINGS. #9 THRU #11$ "d" ROVIDE PREFABRICATED REINFORCING.AT EXPANSION JOINT CORNER/CONC WALLS TYPICAL REINFORCING TYP. CMU WALL TYP. CMU " W/REINF @ EA FACE BAR ENDS DETAIL 8 DETAIL @STEPPED FTG CONTROL JOINT D SECTION @CORNER C-6.5 SCALE: NONE C-6.5 SCALE: NONE C-6.5 SCALE: N.T.S. C-6.5 SCALE: N.T.S. C-6.5 SCALE: N.T.S. 1V-01 Max. 10'-0'Max. SEE THE SITEWORK SPECIFICATIONS SEE THE SITEWORK SPECIFICATIONS FOR THE SIZE,TYPE,AND GAUGE OF FOR THE SIZE,TYPE,AND GAUGE OF MATERIALS THAT WILL BE USED FOR MATERIALS THAT WILL BE USED FOR CONSTRUCTION OF A CHAIN LINK FENCE. CONSTRUCTION OF A CHAIN LINK FENCE. J U U a Kmm � I LL � LL d J Y Z J Z K FENCE POST FENCE POST EMBEDDED IN CAST IN PLACE GROUTED SLEEVE TO CONCRETE BY OTHERS BY OTHERS L 1 I I L L I. / .\\�.\\�SLEEE CAST LLLLLLLLLL 2"(TYP.) ". 2 (TYP.) LLLLLLLL LI2 -0" N,\• {N PLACE.DEPTH LINE POSTSPER SHEETS LLj .LJ:.- � _ LLLLLLLLLLLLLL&HERO _ RETAINING WALL DETAIL LLLLLLLLL1._,_L._LLL 3'-6"MIN. 3"( ) PER SHEETS C-2.8, CHAIN LINK FENCE TOP OF CAST IN PLACE WALL GATE OR C-6.4&HEREON (ALTERNATE OPTION) CORNER POSTS CHAIN LINK FENCE NEAR CMU WALL N.T.S. 4 TIMES POST DIA. N.T.S. M - DTCHFENC 12 04 01 DTCHFENC 12 04 01 MARK REVISIONS APPR. DATE OFESE PLANS HAVE BEEN REVIEWED FOR DEVELOPMENT AND/OR CTY AND STALE LAWSA AND ANCE HPERMTT MAH THE Y BERIATE SSUED.NDITIONS PREPARED BY: 30 Executive Park Suite 100 SEAL 4 BENCHMARK: 1 DRAWING NUMBER: 0K4 DESIGNATION 16.96 AGENCY:RIVERSIDE COUNTY TRANSPORTATION COSC MMISSION. CITY OF LAKE ELSINORE 1 SCD REPLACE SCREEN WALL FOR CHAIN LINK FENCE ON RETAINING WALL ADDED WALL DETAIL SHEET WITH 12/04/19 /Greenbergfarrow 1rvine, 'A 92614 S��N NOURIgo Q� CONCRETE COLLAR.LOCATION:MONUMENT CORNER CENTRAL AVENUE AND C4MBf72N 5 t:949 296 0450 f:949 296 0479 "' a AVENUE(DOWN 1.0').AGENCY:NGVD 1929 WALMART SUPERCENTER#2077-07 ■ OPTION OF CMU OR CAST IN PLACE CONCRETE WALL p 29260 CENTRAL AVE LANE ELSINORE,CA 92532 ExD. N/A" afiosa SCALE: DRAWN: BB ON-SITE IMPROVEMENT PLANS SHEET 25 OF 42 �QV�{�i * 12 1 20 � R[ GINEE E 671- DATE '�q CIV11- a� WALL DETAILS FILE No/ CrIY ENGINEER JOHN NOURZAD, RCE No. 46039 DATE rf OF Cps DATE: December 4, 2019 CHECKED: JP !/ Filename:P:\2008\200800688\-CURRENTDRAWINGS\-PRODUCTION FILES\ONSrfE\200800688-C-6.0-C-9.0-DT Plot Dote: 12/5/2019 8:50 AM BY:Noel Briseno 1 1 2 1 3 4 5 6 7 1 8 9 10 11 12 1 13 14 15 16 17 18 19 20 NOTE:TOP OF MANHOLE TO BE LEVEL WITH FINISH A FRAME&COVER 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 SREWORK SPECIFICATION SECTION THE ENGINEER.USE ADJUSTMENT RINGS AS REOUIRr- - SPECIFICATIONS .C.CONCRETE DIRECTED BY THE ENGINEER.USE ADJUSTMENT r- / �� ( A tl.41NrEOrwTEoouCrEEIaoN BUT NOT TO EXCEED 12". / �` (PER SITEWORK SPECIFICATION RINGS AS REQUIRED BUT NOT TO EXCEED 12". _ _ gp• 02751) cRATEro M+TGi ersNo.D. FRAME&COVER PER I S ND SECTION 02751 RING&COVER PER I ti FULL DEPTH OF FRAME HEIGHT TO SITEWORK SPECIFICATION �10RIZ AL R� ) [SITEWORK SPECIFICATIO S i- I IDE FULL DEPTH OF FRAME HEIGHT TO DGE OF MANHOLE - 2'-0° EE INSET" �_ ` OUTSIDE ISEE INSET �aG - -,: - _ EDGE OF MANHOLE o I G " l "P"=PAVEMENT THICKNESS ,JI "P"=PAVEMENT THICKNESS F =FRAME HEIGHT "F"=FRAME HEIGHT I I I I - CORNER BAR REINFpKOENT SCNEDULE,BASE MMIMUM PIPEBURPL •!' , ]"`... I _ A PIH PER PIPE (5)AWWTEAgNGLESVARIABLE RDMaRD SCNw,"SIMI INSET"A• sE-A MANUFACTURER O•MVACCORDMTOPiaae -vn^ sane l N w,' RING&COVER PER A• . B P)VARMetE INNERTNEIONTS RECOMMENDATION L �J INSET' A A ,e Er. L 1 _ SITEWORK SPECIFICATIONS AVAILABLE(ACWRDNOro (MIN.MANUFACTURING iA „A-� CORNER BAR V. EM. N A" TABLE DF'W DIMENSIONS PLANSIMMOM REa sAMEASMIN.BUMP) r PLAN ' {{ - P GENERAL NOTES: 7; GENERAL NOTES: PIPE TwE°F Tr'° •4 x 1. ALL EXPOSED CORNERS TO HAVE 3/4"CHAMFER SOE SKEW OF CR085 MAN .} BQE STEW OF CPG6 BUN 1 SINCdE. STRAIGHT 3W +5' 1. ALL EXPOSED CORNERS TO HAVE 3/4'CHAMFER SANDER naADxT R, 2. ALL.REINFORCING BARS TO HAVE 2"COVER. 14' a w a o• a'-lo' z 2. ALL REINFORCING BARS TO HAVE 2"COVER. 1c e_e 4'-0• a'-Ta• z 3. SEE GRADING AND DRAINAGE PLAN FOR PIPE SIZES, 3O• a'V a-7' s-e^ 0 3V +•-o• a-r V-a• - - LOCATIONS,AND FLOW UNES. �' + a' S r a•s• G 3. SEE GRADING AND DRAINAGE PLAN FOR PIPE SIZES, N = 2' S r 5 11• r r (N VMJABLESUMP,pEPM MV.I 35 a•-o 5'] a-5 i LOCATIONS,AND FLOW LINES. w 4: PIPES SHALL CONNECT TO THE ENDS OR SIDES OF THE +e s-+D a-> -o ACCORDNCTOPURS N +z s-3 s'-v r-5 .} t" In -H`�"�"t` INLET.CONNECTION SHALL NOT BE MADE AT CORNERS ]-1n B-e (B•MN.ON8'.W IIrMIN.D"3D' o z 4. PIPES SHALL CONNECT TO THE ENDS OR SIDES Of THE +a• 5 rD e- -a 1 1• +t-TT tL} xXB� FORA SECTION ONLY .(AI VAPoOUSTYPES OF NLETBpIIlETADAP,etB fMINpl C21' wBFD ON MANUFAGTUIUNGREQ) P.C. a INLET.CONNECTION SHALL NOT BE MADE AT CORNERS OF ] ]m A-a .I PC < ' I � I '} OF BOX. za. ro• ]._lo^ t t III++H AVAILABLE.f.9P FORCORRICA1Eb 1A]PE li DOUBLE F0,A SB:IaN LILY �•: C r a•MNax3P CONCRETE 2 BOX CONCRETE f� 5. ALL REINFORCING BARS TO BE GRADE 60. 30• _I__. s•-z• n•-o- NtzAUNCHP,PVCWALLADG'HWCOR zr r-r r-la• e•-s• tAD6 N ----- 6. PRECAST MANHOLE MAY BE USED UNLESS OTHERWISE 42" B'-a• Io-s• Iz•-s^ slNaE wPVCD V(M'ACH4O).VCC=lX ----- 5. ALL REINFORCING BARS TO BE GRADE 60. �' a'z• a•-r n•-0• az^ Io•-s^ u•-lo• Ir-z• PVC vwvtEx:BCN ap.wcCBONCaDa, cD "N" a 6. PRECAST MANHOLE MAY 8E USED UNLESS OTHERWISE �' s•-+• ,o•-a• Iz-a NOTED OR DIRECTED BY THE ENGINEER. n'-e• Is-2^ m•-+o- CORRUGATED BRBSEOPVC s o NOTED OR DIRECTED BY THE ENGINEER. Mr ti'-B' I3'_2• Is'_Tr i _ REINFORCEMENT BCHEDULE.WALLS WATERTIGHT.CNT THEBACKFILLMATERIALSHAL.SECR EDSTONEMOTHER _ I-J- tcawuBATED HOPE SHOww1 dTANUWiMATERALMFETING THERECUIREMENfS OFa.ASEL „� �' ImLEaaFMDTr saIRBIE,wxLR n PRECAST MANHOLE SPECIFICATIONS sEcnoN WIDTH •w' NOR. vERT. PRECAST MANHOLE SPECIFICATIONS sEcnan woR Ii]R uWr. ' a• •a a s• g.3a CIA9811,ORaA86111 MATEPoPL PS DEFlNFOIN/3TM W8z1. "W"(4'-0")MIN. o +' Y O IO' W a'-7 O O y "A' BETWEEN a'h 7• •s O R 'a a 10 BEODINGBBACKFILLF BURFACEDPAMGENIEE88HALLBE I- I r ASTM C478- PRECAST REINFORCED GREATER THAN 7 ,e a+z a or PtAt;E08COMPACTED UNIFORARTINACWRDMICEWIIHABIMD921. U o z 'A• N3wT:FI a•a r •.s a• '.o TO' �} z ? CONCRETE MANHOLE SECTIONS a' .o a a o to ASTM C478-PRECAST REINFORCED asArlx Tlew ,e+I z a e IO } '�+o o •B• 'r' I CONCRETE MANHOLE SECTIONS + ,e a •a e, ` I �: " ASTM C913 -PRECAST CONCRETE BETwEaz a c> ,o s U R" BF1'ACTI a 4 7 ,e 6 a O 10 .t i!) TABLE OF'r&"N'DIMENSIONS N " m H ASTM C913-PRECAST CONCRETE :l m w WATER AND WASTEWATER STRUCTURES sEcnox wroTN •W r •N• •V TARE Ir r«w aBeBINM p ¢ m WATER AND WASTEWATER STRUCTURES wmx x0 r x v' •} o= CONCRETE:4000 PSI AE(MIN.) eETWEEn a'N r a•+PIPE THIoxNlss B• s^ e•-9n001"SGRATE88uxi BEDIICTILExIO11PERASndA44m "A. GREATER THAN T 6•+PIPE THIO.Ess 8' CONCRETE:4000 PSI AE(MIN.) eLnml a ]' s•+Prf TxDINEss a• e• JOINT:WATERTIGHT RUBBER GASKET '.1" GFA1Ht IWM 8'+PIPE TRLIN6S 5111) .B. 6 +PIPE THICKNESS a' a alGv]Da+"EcaATlBicaroTleoPaxaasaOWmTleusE - 51' JOINT:WATERTIGHT RUBBER GASKET e•+NPE TxIDKxss 5 e• - aErv,EEN a'e] 5 +PIPE THICKNESS IV B• 3 OFARGBWTT(IP.BE£ORAWxGxGrWl tNaaE - Y 4'W]' 6+PNE iXDaIE% 1D' C RE ENT SCHEDULE, a-oRNxaAsxTo%DIsroMMAxuFPCTUREOACCOImocmwN Ttlarxxrvsaosessus,ecTMe,TreRWwMm snw,r STEER oETAas RemsARexEtcevwRe,w�orERea•wET°aIPNxG mows xAs wwPMEramnwti.rs.TncxaelPr e,c wTwxL °rl1eFGRq"AwamiP .:..: ....-....:.....• 4��p R'IRra.•mlERr sawDUI1:TOP ° _ D coNALPo covER INFORCEMTOP ORPo%E%bx OFTx a:sxxiG9L8xefCpFER O#,x WN(Ta%FI10 - DxrPISDNa aiel RwDIMQi510N5 L rl >OORLESS 'a O aiAI jw CMW W2aWE0. aDIAGONALSECTION"A"-"A" Wz-]oR GREATER s oa'EW Dl=�___*A. g8��k&d° ( 7 GRATE INLET ]°�� ,.a ENOF0. Q��(CTE ( W °RCREAER pa DAGGNAaGDIIe+.-NmULA-TEMS. 1'-0" 'W"4'-0 MIN. 1'-0" ri-r aR arATER 'sea'Ew. w+TR SECTION'A"-"A" U RANGE 1'-0° "W 4'-D MIN. 1'-Q" JUNCTION BOX W2=>qR GREATER 's O e'EDIAGONAL O COVERA �ME a� ,v+ oWoxn ,T,P,ef Aev o SD ELEVATION axm ELEVATION N.T.S. w:=7'oR AA.- e e a'Ew. wWR N.T.S. E DTGRT N 10 12 09 DTJCTBOXT 12 09• DROP INLET DROP INLET "A" CORNER BARS-SAME REFER TO ARCH. PLANS FOR W 36"x36"I.D. 24"x24"I.D. _ _ 17.E AND SPACING AS VENTED GRATE FOR THE 12"MIN• QUTSIDE OF B�X 12"MIN. (NOMINAL DIMENSIONS) (NOMINAL DIMENSIONS) r -� OR BARS gp SIPHONIC BREAK MANHOLE 18"MA 18"MAX. GALVANIZED GRATE WITH FRAME AND GRATE W1TH FRAME AND GRAL I T} - FINAL I I "SOLID TRAFFIC YELLOW UNDISTURBED BACKFlLL F GALVANIZED GRATE I �,CG N PAINTED EDGE STRIPE COMPACTED �i FILL CORNER BAR 4"SOLD TRAFFIC YELLOW INITIAL owl PAINTED STRIPE WITH 18" CULVERT BACKFlLL L -U1JI SPACING AT 4S ANGLE GALVANIZED FRAME GALVANIZED FRAME L__ __ STRIPING DETAIL FOR THE CAST INTO RISER RING&VENTED COVER PER SIPHONIC BREAK MANHOLE 6"BEDDING CAST INTO RISER - "A"PLAN SITEWORK SPECIFICATIONS N.T.S. (MIN.) NOTE:TOP OF MANHOLE TO BE LEVEL WITH FINISH GENERAL NOTES: CONCRETE BOX CULVERT G TO 5'TO / ' -D" GRADE UNLESS OTHERWISE NOTED OR DIRECTED BY 5'-0 EXTERIOR FACE OF 1 ALL EXPOSED CORNERS TO HAVE 3 4"CHAMFER. N.T.S. TRENCH WIDTH W 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 02321 / T a C. RID&VENTED COVER 3, A SQUARE OR RECTANGULAR MANHOLE MAY BE USED IN LIEU OF A - 2 12"+1.25*OLD. I �� oo PER SITEWORK ROUND MANHOLE.PIPES SHALL CONNECT TO THE ENDS OR SIDES O.D..12"MI - O.D REFER TO ARCH.PLANS FOR LOCATION SPECIFICATIONS OF THE MANHOLE.CONNECTION SHALL NOT BE MADE AT CORNERS X• N OF MANHOLE. UNDISTURBED UNDSIRiB 3 2'-0° EE INSET"A"4. ALL REINFORCING BARS TO BE GRADE 60. OAPTC ER-' OMPA�L2-- ITE GRADES �$ C M A T D COMPAC u 24" 2a" 5. ALL REINFORCING BARS TO HAVE 2"COVER. FILL FILL FINAL H 36" (REFER CNIL SITE (MIN) BACKFILL _ '�t __J_ 6. OPENINGS FOR INLET&OUTLET PIPES ARE LOCATED AS REQUIRED \ PER GRADING PLAN. FINAL Ppp 6" 7. A 6'x6'PAINTED STRIPED AREA SHALL BE CENTERED ON THE BACKFILSPPIP L 6' `•+ "N" SIPHONIC BREAK STORM MANHOLE TO PREVENT ANY PARKING OR R NE BACKFlLI "W"(4'-0")MIN. COVERING OF THE VENTED GRATE WITH ANY OBJECTS.THIS STRIPED _ CUSTOM CUSTOM TO REFER'TO AREA SHALL BE PAINTED WITH 4'SOLID TRAFFIC YELLOW STRIPES HAUNCHING HEIGHTS TO ,'-0" HEIGHTS 5•_e- 1'-0" - A CH. PLANS "N" zo o WITH 18"SPACING AT 45"ANGLE - 4 BEDDING 4"ABIEQDING 5'-e' TO . TO F I B. PRECAST MANHOLE MAY BE USED UNLESS OTHERWISE NOTED OR 4 MIN 1 4 N) 5'-0" CUSTOM PIPE 5-0" CUSTOM PIPE i w "�' DIRECTED BY THE ENGINEER. '? OPENINGS AVAILABLE N mDNFatCEMENT SCHEOUIE BASE OPENINGS AVAILABLE s sEcna+ INVERT ELEVATION c.` a •,a 5•E.W. REINFORCED CONCRETE PIPE (RCP) ALL OTHER PIPES I PRECAST MANHOLE$PEL;rIGAnoNs TABLE OF•W DIMENSIONS AND SPIRAL RIB PIPE INCLUDING SPIRAL RIB / I - (REFER TO ARCH./MEP PLANS) GROUT BO CONCR PIPE - / T g. - ezE sKEw aF woss MWN SMALLER THAN 60"0 PIPE 60"0 AND LARGER • TO SLOPE ASTM C478-PRECAST REINFORCED ••r I '". _ !�-0 OUTLET PIP r CONCRETE MANHOLE SECTIONS 1a• a-o• a•-o• a•-To' _ N.T.S. N.T.S. +�-` ASTM C913-PRECAST CONCRETE 30^ a'-o• + r s-a GENERAL NOTES / H I I� ".. .. 35' 4-0• 5 3' 8'S' 6. ,, WATER AND WASTEWATER STRUCTURES �. sue• s I• 3 •, 6 i 3�_p��y�� -0" - I I I CONCRETE:4000 PSI AE(MIN:) ae 5-lo a r e'-o• 1. BEDDING SHALL BE CLASS I-A WORKED BY HAND. ENCAPSULATED IN GEOTEXALE FILTER FABRIC. \ I �i� 4•_0. N-I--1-Y COMPACTED •INVERT ELEVATION JOINT:WATERTIGHT RUBBER GASKET eo > q ] tq -a_ GROUNDWgTER IS.B DT PAIW THEN BEDDING CpM ACT IN ACCORDANCE WITH PROJECT SUBGRADE ODUBLE FOR A sEcnoN oxLY. SfNALL BE CLASS 1-B.OPEN-GI)ADED GRAVEL SPE�FI&TIN S. (REFER TO CIVIL PLANS) 2+• r-D" r-tc^ w-s' MATERIALS SHALL BF,FULLY TENCCPqpSUTATED IN 6. ANA BACKFILL NOT UNDER PAVED ARM CAN BE - 30• e'-z• B'-2• n'-V GEOTEXRLE FILTER FABRIC.COMPACT I Fe N-A COMPACTED TO 95%STANDARD SECTION"A" "A" - 3s• S•e 1a-e^ Iz'-a• ACCORDANCE WITH PRRO ECdT SPECIFlCA ONS. PRO OR FOR COMPLETE DESIGN AND PRODUCT INFORMATION o �x az• Io'-5^ n•-lo• Ia•-r 2. UNCHING$Hqu BE WORKED AROUN THE PIPE 7, pL�MATER�gLS ARE�Lp$FIEB IN ACCORDANCE FOR COMPLETE DESIGN AND PRODUCT INFORMATION P � CD / '-� .C.CONCRETE aB' T7•-r IS-2' ts•-IW BY HAND TO ELIMINATE VOIDS ANDS L BE WRH ASTA1 D 2321-LATEST EDITION. CONTACT JENSEN PRECAST. CONTACT JENSEN PRECAST. w L+' $ A R C S -B C S II. 8. AFL MATERIALS SHALL BE INSTALLED IN MAXIMUM s (PER SITEWORK SPECIFICATION SECTION 02751) RENPORCEARNT SCHEDULE.WALLS C� p gyp$ �R ul P aooM,,...m..m++o-,Aa m""a••m P„"m ama -n/w�.� z�IZ P a<l+.«�wa.qm t< m,mx w,,<P,.a m a y y FULL DEPTH OF FRAME HEIGHT TO OUTSIDE secnO wo t HOR. ERN. OPEN �RADED GRAVEL MATFR AyHAIL BE FULLY g LOOS FTS IN AC �E W ATM D .M".," «c.PF�.a,e %mm. a.RId„"a�a PI.P„Rw,+<",:m..�, ,«..,. ...• ,����,�.. < I ? EDGE OF MANHOLE ENCAPSULATED IN GEOTEXRIE FILTER FpgRIC. 1557. PD II AD�RTER S 'BE •°zoln��P..,..L " ,,,„, <, P Re"<,a.. parecnsr ? a ®I RoMPACT IN ACCORDANCE WITH PROJECT COMPACTED NF� OP MUM MO SNR •oaoae AWr,"P..�n " r _-"eawa•^P•R„n a.. wwEcasr ," ., A OREArEPn,,AVI'r .mat ;o+o SPECIFI ANIONS. CONT��.}T "P"=PAVEMENT THICKNESS TABLE of'r s'N'DIMENswrls 3. NITIAL KFI L SHALLL BE C S -A WORKED 8V 9.FILL SALVAGED FROM EXCAVATION gH��gE FREE. �ND CLpL$g 1-B OR C SS IL OF DEBRIS,ORGANICS AND ROCKS LARGEK THAN yy "F"=FRAME HEIGHT SECTOR Won+ W"> •T• •x• •o' PEEN'-GRAppEED GRAVEL MATE SHALL BIER.FULLY i•, ,L eErwFrzl a'x r s•+RPE THtpaEss e^ e• NCAPSULAATED IN GEOTEXTILE FILTER FABR C 3 + "'f-..•• "A" caEATER TNAN a•+RPE THIacNEs a• C 10.ALL TRENCH EXCAVATIONS SHALL gE gLOpED, N pMPACT IN ACCORDANCE WITH PROJECT SHORED SHEETED BRACED OR OTHERWISE K REIP6oRCEMENT SCHEDULE•Ttx+ SPECIFI�QgqTIONS. SUPPORYED IN CO'A1PLV+NCE WITH OSHA �'-0 '-0� ONEtNaaxs sTm sPEau PATTERN 4.INITIAL BACKFILL NOT UNDER PAVED AREAS fAAN BE REGULATIONS AND LOCAL ORDINANCES. (SEE INSET"A" WI=Y OR LE55 /a'A O IF EW DIAGONAL O COVER CLASS III CQf�PA�TEDL PER CPrROJECIT ISPE I 'ATIONS SPECIFICATIONS wz-r oR Isss 'e a e•E.w. NAGONAL.o covER 5.FINAL.BACK L�7lAL 9E LASS 0 , DAGONAL COVER OPEN-GRADE GRAVEL MATERIALS$HALL BE FULLY wz a r oR GREATER w+'s o s^Ew. olacoaa<a covaz SIPHONIC BREAK CONCRETE STORM MANHOLE DETAIL W7-T OR GREA B EIAOMAL o m ER STORM SEWER TRENCH AND BEDDING 1V"(4'-O')MIN. wz-7 dt CREAIER e O a' .W. DIAGONAL e CO ELEVATION N.T.S. N.T.S. DTSPHNCMH 1 02-16-15 1 DTTRENCH 12 20 04 L - M /3.K MARK REVISIONS APPR. DATE OFESE PLANS DEVELOPMENTVE BEEN AND/OR CITY ANDA D STATE LAWS,AND A PERMIT MAEWED FOR COMPLIANCE WITH THE Y BEIATE ISSUED.NDITIONS PREPARED BY: 30 Executive Park,Suite 100 SEAL Y BENCHMARK: BRASS CITY OF LAKE ELSINORE 0R"WING NDMeER: DEE NCH /3433 AGENCY:RNFRSIDE COUNTY 1RAtt5PORTATION COMMISSION. AA /6reenbergFarr�lu DISC WITH 10" Irvine,CA92614 sOANNOUgw CONCRETE COLLARSLOCATIONN:NSOUTHWEST UMENT ECORNER RCENTRAL AVENUE AND CAMBERN O t:949 296 0450 f:949 296 0479 ' AVENUE(DOWN 1.0').AGENCY:NGVD 1929 WALMART SUPERCENTER#2077-07 -�,1.■ N. 4801 '° SCALE: DRAWN: BE �zS000N-SITEIMPROVEMENTPLANS 92592 SHEET�30F4 7/�I, o6io>�7,9 Imo'12 , ,° N/A STORM DRAIN DETAILS FILE No. ie REMON HABIB RICE 83156 DATE '�qTf, C VIV-��� DATE: CHECKED: JP Q 112ANG CITY ENGINEER J OU A RCE No. 46039 DATE OF CAV April 10, 2019 - I-1-3 L L Filename:P:\2008\200800688\_CURRENMRAWINGS\-PRODUCTION FILES\ONSITE\200800688-C-6.0-C-9.0-DT Plot Defe:4/10/2019 4:22 PM BY:Noel Brisenn 1 1 2 3 4 5 16 1 7 18 9 110 1 11 112 113 14 15 1 16 17 1 18 19 20 R/W A WIDTH'W'PER BMP I (P)6"CURB WIDTH'IN PER BMP DATA TABLE VARIES (&GUTTER WHERE DATA TABLE APPLICABLE) TG PER STORM 2'MIN SHRUBS OR NATURAL/ORNAMENTAL 2'MIN 2' MIN - 2'MIN BOT ELEVATION TG PER STORM __ I PARKWAY FG PER (P)CURB CUT P AASHTO 4 - SHRUBS OR NATURAL/ORNAMENTAL .RNN PLAN 90T ELEVATION 4:1 SIDE SLOPES a (P)AASHTO4 GRASSES(NON-MOWING TYPE) LOCATIONS PER O # LOCKABLE GRASSES(NON-MOWING TYPE) STONE PAD W,, PER GRADING DRAIN PLAN PER LANDSCAPE PLAN(TYP.) 1 OFFSRE STREET GRADING PLAN STONE PAD WITH SCREW CAP PER GRADING NEXT TO PEDESTRIAN t PLAN 1 2%MIN .PLANS PER LANDSCAPE PLAN(TYP.) PLAN AREAS ONLY 4:1 SLOPE AT LOCKABLE. 4:1 SLOPE AT - CUTS  SCREW CAP URB CUTS _ , %.. q.1 0.5' A:1 4.•1 i 1 0.5' - .:sv:' . _ -r' --------- r-. (P)6'CLEANOUT®EVE .-r' ----- -- - - TA 'd I 50'OF UNDERDRAIN ° ...1. I. ° ..�.• ( 3'"•b`TD:AGEDNARDW'OOD' a :"7"'STD AGED 11ARD�YAOD. a SOIL DATA BMP DATA .- 1 (P)DROP INLET Ok:. .MULCH LAYER"PER •'TAUli ' F .. ';:GRkTEQNLET.'SEESTAifM �+o :LC PER ENGINEERED SOIL `-m'. MINERAL W do ` "1 '"1''" '•)' . z •` :�:.,. 1 PERCENT RANGE BMP DRAIRI,:PLAN FAR-IYPE- ee F .. ::•.:.;: i/ddDSCME�P.L'AN.:(Tl'P.)•;.,. ::' :',... .. MEDIA PER NOTE AND COMPONENT a ;1'' 4'' _ t ENcI EKED `1L`' .::.'.. :-:',,.. ,,•p •. '.'is.�i DMA 1 58.7'-79.4' 3' :. .. SOIL DATA TABLE .y.. F .�F3JGINEEREO SO :.,. .. v. a SAND 70-80 'M .N0. ::AND o ..ENGINEERED SOIL �$.;.1'; '�l � �: .. w DMA-2 53,8' 1.5' o fDIA`�PEfiNO`(fANf '•`_' : -M a ..:SOIL DATA T LE>��,. w 3 a ?AED(P.PER.NQTE.AN.D�. .. (P)DROP INLET >� :� 'f.',..g�.:.,1�., f. w p n. k:DA A F E ...ffi SILT 15-20 -z ":I: 'I:.' DATA',TABLE m Stj. T, ,ABt,. OR GRATE INLET. .,�,..:.1.: p:,' DMA-3 4'-19' 1.5 s m �t'`' .:P 8. OLF,ANOIJT :'Y:� - •a CLAY 5-10 (') 1 z o i SEE STORM DRAIN _a o v �w• MA- 1 1. z C �w D 4 2.5' S' �, d TP oa t c PLAN FOR E. - .. r , : ffi . .. ....:...... .. DMA 6 11' 3' ,t x 1 )� ... :_ 7:.. E. ..... .......... 1.: MS11T0.1)5, 'ST011... � i A- '-1 1.5' - `,�(f�,AASF1117.. 57 5[OAJE �. ' •t1N ORAI :GRA DM 9 16.5 7.5 - DF ...)L. VELA•)<. '-° ERMEABLE ' ..: - -' .:. ..: ... - (P)IMP --� --------- �- . . .:.... � , .� ..., ....,. '.:. . 'UIfDERDHdM.GRAVEL'(TYP.)�. �. .v• :. :. 77 LINER . . .: �. ... . i I S=0.005 MIN g BIORETENTION FACILITY NOTES: s=0.005 MIN D v 1. ENGINEERED SOIL MEDIA REOUIREMENTS r_TN�_k_ i'�`--�' 7 THE ENGINEERED SOIL MEDIA SHALL BE COMPRISED OF 85 PERCENT MINERAL ` (P)OUTLET STORM '� - COMPONENT AND 15 PERCENT ORGANIC COMPONENT,BY VOLUME, DRUM 4+ (P)OUTLET STORM (P)6"PERFORATED (P)IMPERMEABLE r DRAIN PIPE SIZE, (P)6"PERFORATED MIXED PRIOR TO PLACEMENT.THE MINERAL COMPONENT SHALL BE A CLASS A PVC UNDERDRAIN. LINER - DRAIN PIPE SIZE, SLOPE,AND ELEVATIONS PVC UNDERDRAIN. SANDY LOAM TOPSOIL THAT MEETS THE RANGE SPECIFIED IN THE SOIL DATA SEE SHEETS C-2.1, - SLOPE,.AND ELEVATIONS .'.9.` PER STORM DRAIN PLAN SEE SHEETS C-2.3 TABLE ABOVE.THE ORGANIC COMPONENT SHALL BE NITROGEN STABILIZED (P)RETAINING WALL TYPE 1A PER CALTRANS STD.83-3 AND AND C-2.6 FOR COMPOST SUCH THAT NITROGEN DOES NOT LEACH FROM THE MEDIA. C-2.4,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 _ - GEOTECHNICAL ENGINEERING INVESTIGATION REPORT(TYP.) ELEVATIONS. CALTRANS STD.B3-3 AND BACKFILL AND ELEVATIONS. SPECIFICATIONS IN SECTION 8.6.4 OF E TYPICAL SIORETENTION FACILITY DETAIL (DMAs 1 & 2) PROJECT GEOTECHNICAL ENGINEERING TYPICAL BIORETENTION FACILITY DETAIL (DMAS 3, 4, 6, 9) INVESTIGATION REPORT TYP. N.T.S. ( ) N.T.S. F G SITE SPECIFIC DATA wE eon' A I PROEC7 NUMBER 7764 BY OB(ERS ORDER NUMBER --_- PFCUECT NANE C499M SHOPPOW CENTER `i--------r'' F H PRO ECT GOGIION LAKE ELSINORE;CA RE7LAN0,1MDd1 C/L £ q - SNUCRME M DAM 6 UNDERf`OLD i'.•�'F F '+Fj.` �'Y,:'%' Bm E ClAN1T000 ry. EIE - C 1107ME19 REVEWIED FPERNTEV IED a462 Maw am(CT7 FLOW liISED(Cf5) �� N71W ANEA �i F NIA - ,f '` fd'^ IWAWENT Ha AVABARLE(TJ Nlk ri cCi ti x ' PEAK BYPASS REWMEO(M)-lF ARRJrA LE DIfRT OUR£T PIPE "' I B I PIPE WTA I.E ML MAIN DAVE7ER SEE'ND� ARE-f9.TER INLE7 PIPE 1 1296.J9 NDPE B' SEE NOTE 1 INLET PIPE 1 WA NIA NIA OUILET PIPE 129160 HOPE 24' __I _________ SEE NOTE 2 PRfIREA7ME7JL' BDfE7)M710N O5L7MRGf #9EI MR' . - RIM DAA77W 129B4r 1298.41 129841 ,WN tAE' SEE NOTES LEFT END VIEW •x 1 5URFACE LCND PEOESTRMN WENPLANIEA PEDESTRIAN t/ D i -... FAME&COVER 2L4 OUO' N/A 024' PLAN VIEW RERAWYMM PLUME(CY) Idol ,L QWhiCE WE(aM INCITES, RLm' J NOTES Al RAWARY NOT FOR COWMW70Y 14'ObERT LE TO w 16 SET IN UPSTREAM WICH 849V Ar 129841. A�"+-t£GETATKIN � t0k0- l / INSTALLATION NOTES cIL 4 MANHatE Dh F `i t�UPON REEOUEST IRM 1. CONCIOR 10 PROME ALL LAWR,EWEPMEW,U47MUS AND 129841 Esrmmeff HEM 70¢„-�T'AIL ----- 94WOEA4ALS REMORED TO OFFLOAD AND ONSTALL PE SYSTEM AND WIFO ,.� PIPE Alf all CN BY E5 APPURMAKA N ACCO4DANCE WN TINS DRAWING'AND THE T . MANUFACTURERS SPECIFIC InW,UNLESS 07HEROW STATED IN ----------------- 11GL/D4ERT 1 .-u=,. :�:^. SIZE 72`-t3'-18° 24` 30`-36°-42'48•-94'-60' M4NLMAC7URDW CWR447 BYPASS 2 fRBT MUST BE#STALLED W4 LEVEL RISE AMNUFAC7URER 'tom i A 32" 46' 80' 97.23' RECOMMENDS A WAMN 6'LEVEL ROCK 845E UNLESS SPEC/F/f0 BY R' 6 i" =:.i K 7W PROTECT EAGAEFR CONTRACIOR AS RESPONSIBLE'70 YERIfT' [,amit MIN h;,1 ,<"' ;+"y�"� B AB' 72" 102' tZo" PROTECT ENOLNEERS RECaWEAVO 84SE SPEGYFT rM. C 30` 44` 34' S6° f. CONTRACTOR Al.SUPPLY AND INSTALL ALL EX/fR/d4L CONNECM70 1 __� ,;E;f'�1 - 0 26° 36" 54' 60' PM£5. ALL PM MUST BE FLUSH WH#SIDE SURFACE Lf M d!f -_- a.�^_.ate. -E 24' 36' 64' 83' COAC'RETE:(PINES CANNOT INTRUDE BEYOND FLUSH) INVERT OF - OU/FLOW PIPE#LIST bF fLUSH RIM D/SCH4RGE a MBER BOOR. 8'�.I 16'-0° �6' 6' '-0' 6' F e' ALL PINES STMLL!If.ffALEO W47ER 71OHT PER ANNLFACRlRERS I l7,-O• g•-O•--+� %.OPEN( 26" 32" 5S" TB" STANWRD C"CnON DEAN_ r 6. CONBL M RESPo Mf FYM ASTALIAIKAV OF ALL RISERS, RIDNT EA ND V/E7Y MA AXa AND H4TWES CYAVTRICANR 70 MR ALL RLWVU3 AND ELEVATION VIEW 1rTILB t.380 3.100 8.t00 t1.400 84TCHE5 TO'ANKH F NIM SEWACE l#N.M S EWEl)OTHfRID•SE .GENERAL NOTES - 6. HFAM70Y SUFRO AND INSTALLED BY OTHEM ALL tAWIS WRrH . L VEGLTA71ON MUST IMW DRIP OR SPR4Y MR44WN S/A'PUED AND TAFA7MENT ROW(CFS) '0.462#STALLED BY 077ERS t.PIPE OPENING IN FACE OF WALL WILL EQUAL PIPE I.D. 7. CONIAAG70R RaPOA157B1E FOR CONTACING 8D CLEAN FOR L3°ERAw HEN(FT) 14 FOR 12"-36"OIA.PIPE. PROPER ACTIMWN BY A NO CLEAN�AT MF. W9OY OUT 2.O6FORAB&HEADVALL PREIREIAW LOAUNG MT("ISF) 20 GENERAL NOTES WERANO#EOM LWWND R47E(GFM/517 1.0 6"TO 2T"FOR ON IIEADNALL 1. MWUFACNRfRiO PkOINEALL M4TERMLS tAWESS OTHERWISE NOTED. 1'ROPRIETARYANO CONFlDFNR4L / S.AN d BN REQUIRE NO REINFORCEMENT PER SOCt DESIGN r�FtDpTBRRA 2 ALL DNENSM ELEMIKM$S%r#]CATK)NS AND WT ACIl7E5'ARE sU8/ECr 70 °6 �'® �,rlean Mws-E-8-FILTR TI-N ti4F. CMOF FOR PRO.ECT SPECIFIC DRAWAW DETAR#'G DACT DNE:MSIONS;R£KAUS '°`ww'"'" .xo" STORMWATfR B/OF(LTRATION SYSTEM PH-1-e0o T3T OTOT ONce Er 200 AND AGCESSORES RIF"CONTACT&0 CLEAN �'' STANDARD DETAIL PRECAST WINCED 11EADNALL DETAIL SCALE:NTS REY DATE 102A20/14 SNEETu i of 1 A M "K s-/P•17 MARK REVISIONS APPR. DATE OFESE PLANS DEVELOPMENTVE BEEN REVIEWED FOR COMPLIANCE WITH THE AND/OR CITY AND STATE LAWS,AND A PERMIT MAY BE(ATE ISSUED CONDITIONS PREPARED BY: 30 Executive Park,Suite 100 SEAL / BENCHMARK: CITY OF LAKE ELSINORE DRAWING NUMBER: DESIGNATION/3433 AGENCY:RIVERSIDE COUNTY TRANSPORTATION COMMISSION. /6reenbergFarrOw 2"BRASS D WITH 10' Irvine,CA 92614 oNN NOUq� COONCCRIETE COLLAREUDWTION: •LOCATION:SOUTHWESTFEEL MONUMENTECORNER DCENTRAL AVENUE AND CAMBERN t:949 296 0450 f:949 296 0479 � ' ° i AVENUE(DOWN 1.0'),AGENCY:NGVD 1929 WALMAU SUPERCENTER#2077-07 C-/ ■1 �039 A SCALE: / DRAWN: BB 28260 CENTRAL SITE IMPROVEMENT ROVELAKE EIS T PUNS CA 82532 24- a (I / * E,P,12 31 20 N/A ON-SITE IMPROVEMENT PLANS SHEET�#OF REMON HABIB RCE 83156 DATE 7 os/OB719 `QQf. CIVIN. ��p DATE: CHECKED: JP STORM DRAIN DETAILS FILE No. 'ARN6 CITY ENGINEER J OUR AD RCE No. 46039 DATE OF cAt-N April 10, 2019 Filename:P:\2008\20080068E\-CURRENTDRAWINGS\-PRODUCTON FILES\ONSITE\2008DO688-C-6.0-C-9.0-ITT _ ... - Plot Date:4/10/2019 4:22 PM RY:Neel Ehteeno 1 2 3 14 5 6 7 18 9 110 111 12 113 14 15 16 17 18 19 20 A i SITE SPECIFIC DATA SITE SPECIFIC DATA PROJECT AMOR 7764 PROJECT MUM%? 7764 - PROECT NIL&' CAIBERN STOPPING CENTER PROJECT ALMS Gomm SHOPPING CEME'R PAIDOEO mum PROJECT LOCATION LOCATION LAKE£LSWORE;d PE EFER 4 PROJECT LOGAWN LAKE ELSINORE CA R 7 Am 1�i• P&WIMEW r P£AD SARUCIE DAM 7 AID AREA MAAVBLD 1L4NMwLE 57RUCIURE ID DMA 7 SEE' RR AREA AA4MnD MANwTE. TAFAIAEIB REQURED s,_ ..__ _ _ _ _ ____ C/L � TES wxne BASED(c) Raw C/ a¢EEASED(Q FLOWBASED( s) /A a6•/A _ � WANNT HGL AIWRABUE(FT) 29 'a _ TREATMENT MA AWLABLE(FO 29 PEAK BYPASS REDUMED(CFS) F APRTd&E OMIT PVV r_FLIER .4 .y `,f- r, PO �'$' PEAK BYPASS REQUIRED(CFS)-F APPLICABLE DWW ,.T SEE RW) u A' . PTR'a4TA LE. AMTEW OVI E/ER CARlRwLE __ "�` PIP£DATA l.E. M4TfRLM DIAMETER RF-FILLCARTRO ER _______ _ _ _ ____ ____ _____ _____ _ _._ _ ______ ___ ____ _____ __ _ -MEET'%R'1 1297.78 PAC 8' AWE!NEE _.___ INLET PIPE 1 129778 PVCC BEET PIPf 2 N/A N/A N/ASEE AGiES YE//AAENEDW !MAIN DOYW(AEaw MLE7 PPE 2 N/A N/A N/A DWbY CMb< , t\ 8' 4'-0• WRET 1WE TRIAZI RC 8' _,.I OUTLET PIPE 1295M RAC 8' PLEIREA7TkM BA7fIG7AA7DgY OLSLW4RGE It"-S'-0' PN£1REATMfNT d'OFICTRAIRW W.SC1NW 5'-p• RAN ELEYATKW limit 1300.11 13oa ll LEFT END VIEW RM ELEVATOR f3w..11 130a.l t 1 t.Rw.I t LEFT END VIEW SURACE Law PmEstRAN aREN PUNTER PELESIRAN PLAN VIEW 5UlRFACE LOAD PEDESTRIAN OPEN!P£4N7£R F&XSTMN PLAN VIEW FRAME&COVER Aw' N/A M24' FRAAE&LDAR 0.w' N/A /24' WERAIDIIE A VOLUE(CY) 1 6..72 WERNOI W VOLUME(CYJ 6.72 aVVE SIZE(DA AMS) 1 0E11- DOME SRE(M ACr#5) 02.11' D NOTES,PRSIMMARY•NOT FOR CLWS7RULTXW 16'DART LE TO FEES:FRFLBNMIR.NOT FOR GONSTRUCRON I8 OVERT LE 70 - BE SET W(2)UPSNSW CATCH MIS AT 1298.01'(3) SET IN(2)URSIREW diLYR 1ASM6 AT 728AOJ:•(3) MIS-L-4-18-V REOIIIRfD R/TREAT TOTAL FLOW. `` WS-L-f-19-V REDIRRED TO TWAT 70TAL ROW. INSTALLATION NOTES Y£ fAPUNF l `,1 �. s MANHOLE INSTALLATION NOTES APUM? , AANwt£ ESTABL/SlNE7V7 C/t 6'dBL7F �; C/L I. CONRACTOR TO PROl90E Au LIBOR,EU/PA/EN7,AMTEFMLS AND yq ,+T 1. CONTRACTOR TO PNDV7DE ALL UB EOUIPMEM,AN7ERWS AND INCIDENTALS wwm fi aFRO40 AND INSTALL THE 5-67EM AND t3O0.i1 4• t, 4, 130Ai] MCIOENTALS REQUIRED 70 OFFLDAD AND INSTALL I E SYSTEM AND ! -:^ limit APPURTENANCES W ACCORDANCE WWII W DRAIVMG AM0 IE RM/FG RIR/FG APPURTENANCES M ACCORDANCE 10111 TNLS DRAWING AND RE AWFG ANNUFAC7UR£RS SPECMw4UMlS,UNLESS OV ERIM SIAFED IN 129870 ----"_-- „ 4 AANPACRAW SPECIFMAT/4YS UNLESS OTH0W STATED IN MAWPACRMIINS COMIAACT. RPFADIlE71F .- ." k �'' MMNUFACRARERs CON7R9CT. TTEAIMENf "_____"' 2. UWr MUST BE MSTALfD UN LM SASE. M4NUFACTURER HCL/DVIITf :%=C: `p°:' FLOW COH7NDL 2. UNIT MW E'MSTALLED ON LEVL EASE MNBPACTEWER F\\ ,, '" xa Row CONN& ' Y ✓ E REMWENDS A AAVW/11M 6'LE147.ROCK E45E UNLESS SPMFU BY BYPASS -'v'4, `�.';t.'+ RISER �i ( REOWAADS A MM/C N 6'LEVEL ROCK 54SE UNLESS q%T#ZM BY BWASS / 5 THE PROJECT ENGINEER. CcVTRAC70R 6 RE5POUS/HE 70 VERIFY E .c r ME PRaJ£C7 ENGINEER. CONTRCrw 1S RE&VAG&E 70 VAR/FY +.y PROJECT ENGINEERS RELYWMENOfD E4Sf SPECIFdTXNLS E M .. d+. 1 , ••• `� ~.'�,. 3. ALL PIPEPROJECS EA V BE FLUSH�D W SUR BASE FACE OF E M 2 `,_�' �' £'•�'1 3. ALL PIPES'ANAT BE FLf/SYl WTM 94SDf 5'URFACf OF COCRETE � • (PIPES dNwT WROTE BEYOND f1M). RAW OF ONROW PPE �.,._ .• .-- _ E our `�--- - §' (PPES dNvor W7RU�8E1DN0 RUSH). WYERT OF OUTFLOW PPE - E a>r MUST FLUSH W37H DASCYARf.E CHAMBER FLOOR ALL CAPS gISE MUST BE RUSH WITH DASCFLWGE L'FAABfR BOOR. ALL CAPS `k GROUT R' AMNUFACRMRS STANDARD COPM NAIL BIT SIALED WTV?W EC DETAIL 5FAu-SHRINKAROUND6•� .. _�• AROUND�6• �o GROUT PER MANFFACRARERS STAR WD COVN600N DETAH AND SYULL 6-� �• �--B• 'Ee -'-- E, E MEET OR IXCEED REMWL PPE CaVNECIDN STANDARDS. f" MEET OR EXCEED AFGL4WL PIPE COMEC7DN STANDARDS 4. P AND CONIFMCIOR 1a SUPPLY A INSTALL ALL£X1FNN4.CONNfC1INC ELEVATION VIEW RIGHT END VIEW 4. C TOR TO SUPPLY kY0 INslAIL ALL EXERNL CONNECTMG ELEVATION VIEW RIGHT END VIEW 5 C'OMRACRJR FABLE FOR INSTALARON OF ALL RISERS 5. CONR4 W RESPONSIBLE FOR WSTALLARN OF ALL RISERS F MWOZS AND HATCHES CONUACRM 70 GROUT ALL MANHOLES AND MW aEr,AND 947CHES CONDUCTOR 70 GROUT ALL MANHOLES AND N4I6HES 70 A14FCH FAMED SJPEACE UNLESS'SPECIFIED OTHERWISE 1REATMfM FLOW(CF5) 0.202 107CHES 70 MACY FAMED SURFACE UAL SS SFMW ORERW/SE TREATMENT FLOW(CFG) a2a2 a DRIP OR SPRAY DRIP REQUIRED ON ALL IMNS ON WGETA77M 6. DRIP OR SPRAY IRRIGATION RfDUMED ON ALL LAWS WITH VFGETADON. 7. COMPACRJR RESPONSIBLE FOR CONTACTING MODULAR WFL40S FOR OPERADNG WAD(FV 29 7. CONTRACTOR RESPONSIBLE FOR CONTACTING MODULAR K71MRS FOR OPERATING HEAD(FT) 29 ACIAMTDN a'LAKE AMNUFACIURES WARRANTY/s ADD WITH our ACTM1M7KJN OF UNIT WN(/FACTURfS WARRANTY 5 WD NTH our FWOPER AC�N.BY A MODULAR WETANOS ROWE5ENTA17VE. FWE7REAR M LOADING RATE(GPM/SF) 1.8 PROPER AC77VAIXW BY A MODULAR WETLANDS REARESENDInVE. PREMIENF LOOM 44YE(AN/50 L8 GENERAL NOTES - UNITS 1 &3 W ANO MEAN L640WG ANTE(WM/SY) 1.0 GENERAL NOTES UNIT 2 wETLANO MEDA Loww LATE(LPM/St7 1.0 1. "FACRMER TO PROVIDE ALL M47ERALS UNLESS OnPAIWSE NOTED. I-0 rr a FWOPRlETARY AND CONFOENTW: MWS-L-4-19-V-4'3.S 1. ANUFACTURER TO PROVIDE ALL M4ERLILS UNLESS OTHERWISE NOTED. Re awnboxsceao,wr x FWOPAIETARY A+D CONiX1Q'n4(-• MWS-1- -19-V-A 2 C" 2 ALL MIERSONS£LEVAMN,SPECMM.4106 AND CAPAG7AS ARE SMECT TO °F 0.P 1 v s mr 2 ALL DIMENSIONS,S"AWK S'PEOFCAnONS AND CAPACORES ARE S'UO/ECT 70 "^':�'®n•°r a+z a' "`a'°°"""° E��y( (/'� STORMWATER 810FiLTPATION SYSTEM w STORMWATER B10FILTRATIONSYSTEM CFANGE. FOR PROTECT SPECRw DRAWINGS aEMM EXACT DMENSIONS writs .m.n¢�,d.Pa' N.wBm nr m4w mcMos sxiia .ar 1../I� !,/� CNWW_ FOR PROJECT SPECIFIC DRAWiN,S'DETAXMG EXACT DMENSIONS,WEIGHTS D,,zuN>�rame xn�a�x rcam+n aF wnvAs xFnxws mma..un I .AND ACCESSORIES RASE CONTACT UNPACTUVER. _ gMD ACCESSORIES PLEASE CONTACT MANUFACTURER Anse a sumo a yr aw vex a u e ewr rnow»r Amu+w�rowws re,ax: w>�.,,.s�s"a.� STANDARD DETAIL n oemx,omm�mru rrsmis a A STANDARD DETAIL G WGE1A70IN�.,�yi4' SITE SPECIFIC DATA SITE SPECIFIC DATA PUNT t G M70 r PROJECT NUMBER 7764 C/G PROJECT NMBER 7764 BEA 85TA&,SHMENT ODDER NUMBER ---- ORDER NUMBER ____ VER)M ham PROJECT NAME 04AINERN SNOWWC CEMfR UAVERDP41N •-- __•; �.< ,...'x WE�nAADMEDM PROJECT NAME C4MBERN SHcPRWG'x0a .'`:„ � MANHOOD UWD£RDRYY H PROJECT LOCA7KM LAKE ELSINORE CAAW8PR0 lA7ENIm PROJECT LOCATON (AKE EtSAVR£,CA RENEWVDD AREAPERUM u . SNUDTUE D DAM 8 W ARS4 , sBUCJURE' 7RFA7AENT REQUIRED C TREAINEM IEOUMD DRAW DOWN/t LASE VOLUME am(CF) ROW am(CFS) � VOLUME E45ED(a) RON a4 (CMS) TREATMENT FGL AWRABLE(M - N/K N TERy.�'M. TRFATAENI FDL AYAIABLE(FF) N7'K dg7AD� -.c PEW BYPASS REOWRE0(OFS)-FAPRKABLE 4.94 ° PEAK BYPASS MFOURW(M)-P APPLICABLE 1.361ML RIFE DAM ICE M47E7&N. DAMETER �•�- 'j 'z PPE DATA Le. 947DW DIVIAM n 88 INLET PPE/ I!/A N/A N/A MEET PF£I WA WA N/A N INLET PPE 2 N/A N/A WA INLET PPE 2 WA N/A N/A OIII£r PIPE t798.49 HOPE OUTLET PPE 129a77 IRME 12' TE CRDRET PPE I m � IMEBEAREM NDf nunaV USCIARGE DRAM DOWN L wE PRE7READENT BDFLOI4MV D/SCTARGf BY OTHERS SEE AM B=0' AM flElM7DN 130210 13B2.t0 /302.to LEFT END VIEW FTWF ELEVATION 1xu48 1300.48 f30a46 s° PLAN VIEW SIZE CURBING SURFACE LOAD PEDESTRIAN OPEN PEWTER PMESIRAN PLAN VIEW 9-0• Sc SURFACE LOAD PE7Jf5'7RMW OPEN PAINTER PEDfS7RMN 6Y OTHERS .. fRAAE&CO£R 2EA Aw' N/A /14° FWE t COVER J6'X 36- N/A N/A CURB OPENING LYi LEFT END VIEW WETIANONSIM VOLUME(GIN 562 WERANDAEDA VOLUME(CY) 480 3O0. U W0VE 92E(DA AVES) R2.M' ORIFICE SIZE(DA.INCHES) 01.53' CA SUNK-PRNW,NOT FOR COWINUCIM NOTES,PREUM/MRY NOT FOR COVSTRICTUN INSTALLATION NOTES v OMITON INSTALLATION NOTES am MEW Lt r t. 1NCWG70R RD PROVIDE ALL UHDlI, D NSTAU. HE SYSTEM AND ANNMCpE i. CONTRACTOR Rl A+D 7 ALL O4D E Ama AM7E O AND lNClDfMAD.S REOUMED R/OFFZDAD AND INSTALL NG SYSTEM AND PLANT WCDEMALS REOLIN A 7D OFFLOAD IN T b DRA RE SYSTEM AND APPURTENANES M ACCORaMNCf NIIH THIS LMAWING AND IlE C� C/C ATABL/SHMEM APPLMIE7DINY,S IN ACCORDANCE WIN RAS'ORIWWB AND THE MANUFACTURERS SPEOIF MVSDA UNLESS OR/EME STATED W 1 I -AMA AMNUFACNRERS SP&CFa41KA5 MESS 071/fRWISE STATED AV AMNUFACMERS CONTRACT FEUFO - •$� AANUFAC7URERS CONMCT FRIMASY 2. UNIT MUST BE INSTALLED ON LEVEL B45E. M4MUFACNRER ___r__ _____ ., /"u 2 UNIT MUST BE INSTALLED ON LEVEL ELSE MANUFACTURER PEAK MI F.(IENSLNN IWR •�.�v N* RECOMMENDS A AUNWDM 6'LE1II ROCK 94-V UNL.E55 SPECIFIED BY FLOW CONTROL 5 PEAK NCL I <'S«'" "1-�'. R A UNINM 6'LE1£L ROCK 94SE LAU55 SFE'L1 W BY i K - 77E PROECT ENGINEER. CaVOCFOR/S RESPONSIBLE TO VERIFY RISER I 'RC' >�' N W PROJECT ENGINEER. CONRACTOR 6 RcS/'ONSYBL.E 70 VEMF7'.. ROW Q7NlRIpL PROJECT ENGINEERS RECOAIAIE WED 84W SAMMITDMS. = s. •• * {. ., PROJECT SGNEERS RECOMMENDED EISf S'PECFaWNS . 4. COVBACIOR Rl SUPPLY AND ASFALL ALL EYIERFAL CONNfCTWG ::. `� .a:7a i 4. CONTRACTOR 70 SUPPLY AND AS ALL EXTERNAL COFMECRNG BSER . PPES ALL APES MUST BE FLUSH WRH ANSDE SURFACE OF .._ _______ 3'a-;f"' + APES ALL PIPES ARFST BE RUSH WIN AS/OE SURFACE Of ` G, CONCRETE(PPfS CANNOT AN"BEYOND RUSH). MORT OF E ou �- >a CONCRETE.(APES CANNOT INTRUDE BYOND RUSH). INVERT OF - oulnoW PPE MUST BE RUSIF NIGH MS Mw CMUSER FLOOR. I, OU/ROW PPE MUST BE RUSH WIRI"MRGE COMMBER FLOOR E Urr ALL APES SHALL BE STALED WATER TIGHT PER AMADfACIUREWS Y y'E 6 "'p -0 ALL PIPES SH4u BE SEALED WRIER TUNT PER WRIFACIUVIM I L "0STAVZARD COWEC7XM DfrAN. ,Y-o• FFF`�^^--4'-0• STANARD CON&CODY DETAIL 6• 'U' B• 5. CYMBAC7OR RESPONSIBLE FOR ASFALU710N OF ALL.RS'ERS 5. CONTRACTOR RESP NSWE FOR INSTALLATION OF ALL RISERS - WAVOLES,AND 840A 9.CONTRACTOR 70 GROUT ALL M6WaES AND ELEVATION VIEW RIGHT END VIEW AMNDLES AND FATDO CONYRAC70R 70 GROUT ALL ALANIUES AND . ELEVATION V►EW MTERES 70 U47CH FAMED SURFACE UNLESS SPECKED Off WISE. HATCHES TO AMR7H FAMED SURFACE LMLESS SPECIFIED 07HERWISE. - RfOHT END VIEW L 6. VEDEMODN'S'UFFUM AND WSFALLED BY DINERS.ALL UMn MY 6 WGSATDN SUPPLIED AND INSTALLED BY OTHERS ALL LAMS WITH INTERNAL BYPASS'DISCLOSURE:. vEGErAWN MUST NAYS ORAP OR SPRAY BBdrDN SM-PUED AND INTERNAL BYPASS DISCLOSURE: TR£A7AFENT Raw(CFS) 0.2 WGETAWN MUST HAIL DRP OR SPRAY DRD47TUN SUPPLIED AND TRFAmw FLDw(cfs) 0.115 W7AU D BY OTHERS. WALLED BY DWI W DESIGN AND CAPACITY OF TIE PEAK CONVEYANCE MERDO 70 BE RE MED 7. CONRACTOR RESPONSIBLE FOR CONFCTING 90 CLEAN FOR 7HE DESIGN AND CAPACITY OF THE PEAK CYNIVAN.E METHOD M SF RENEWED OP£RARNG HEAD(FT) ZO 7 CONTRACTOR REESPONS/BE FM CONTACTING NO CYAN FOR OPERATRD WAD(FT) 3.4 AC7NA7KR!OF(ND: AMINUFACRARONS WMRRANIY A WAD ON OUT AND APliPOVED BY ME(NGYNEER /ECORD. HCJ.(S)AT FEAR'ROW SNML BE AC7NATDN OF UXI. MNYUFACNRFRS WSWRAN71'6 IDID WOTIN ON AND APPROVED BY THE ENGINEER V RECORD. FP54K AT PEAK ROW SHALL BE i PROPER ACRWTDN BY A UO CLEAN RfPRfSENTAINE ASSESSED TO ENSURE NO UP57RfAN ROODMG. PEAK HIX AND BYPASS PRETREATMENT LOIOXNG 847E(CPM/J'T) l•2 PlIOPER AC)]WTwN BY A UO CLFAN 1EPRfSEATA77VE ASSESSED 70 ENSURE NO UPSTREAM ROODTNG. PEAK FCL AND BD745S PRE7RfAIMEVr LDAOFMG FArE(CPAF/SF) 2.0 GENERAL NOTES CAPAG7Y SHOWN ON DR4W/NG ARE USED FOR GUIDANCE ONLY. AE71AN0 MED14 LQAUNG RATE pw/SFJ 1.0 GENERAL NOTES dPACRY SIfOWN ON OTdW7AG ARE'.USED FOR GlJIDANCE ONLY. WERAND AEDA.LaNMG RATE(GPM/SF) 1.0 F. MANDFACMD?TO PRO WE ALL MION LS UNLESS 07HD SSE NOTED. PRCAIIUARYAND MWS-L-8-12-V-3-65 1. MANUFACTURER 70 PROVIDE ALL M47ERALS UNLESS OHERwz NOTED. ARY F MWSd-4-8-G9-7 5 2. ALL UAEA'S104 EIMZIO(S,SPECFDT06 AND 6VACDES ARE SUBJECT TO nrrwroe,vnx axa,m x na maawa a me sar 2 ALL MAENSDNS£LEVATDNS SPLCPCNONS AND CAPACITIES ARE SUEECr RD or xadwm« x na mlapeR s rnr,avr CIANGf: FOR PROJECT SPEWr DRAWS DEMLING EXACT ORENSJONS:WEIGHTS rtmr M wmar a,rts cowvxc me romboir, BIO G n STORMWATER BlOF11TRATIQN SYSTEM CW4NGE FOR PRaJCT SPfCRC PRIWAGS DE-T,WAG EXALT DBFE EM,PSOMS nmaeY m ax�,,„o rrs agwrrEc ,ras oanxac � n STQRMWATER B/OFILTRATION SYSTEM AND AccEssoREs PLEASE cavrAcr BLa MAN. "`° -H.w•% T" m ¢ ALwa STANDARD DETAIL AND ACEES40RE5 PLEASE CONDICT a'D CIFAn'• e" t `A 'rL'w.wiAsiw xix d n�ie w �s AFo,mww - STANDARD DETAIL THESE PLANS HAVE BEEN REVIEWED FOR COMPMARK REVISIONS APPR. DATE OF DEVELOPMENT AND/OR CITY AND STATE LAWS WITH"CE AND A PERMIT MAY BE SSUEDNDITONS PREPARED BY: SEAL BENCHMARK: 'CITY OF LAKE ELSINORE DRAWING NUMBER: 30 Executive Park,Suite 100 (. DESIGNATION/3433 AGENCY:RIVERSIDE COUNTY TRANSPORTATION COMMISSION. eoaN N0Ugd4o�� CONCRETE COLLAR.LOCATION:SOUTHWESTN CORNER E OCENTRAL Irvine,CA 92614AVENUE AND CAMBERN /6reen6ergFarrew t:949 296 0450 f:949 296 0479 m AVENUE(DOWN 1.0'}.AGENCY:NGVD 1929 WALMART SUPERCEMTER#2077-07 C"■7 ■ z No. 46039 A DRAWN: BB 29260 CENTRAL AVE LAKE ELSINORE,CA92532- 2% 12 31 20 u SCALE: / ON-SITE IMPROVEMENT PLANS SHEET?I&OF _ E�'� " A STORM DRAIN DETAILS FILE No. oslos/�s c,N1� � REMON HA61B RCE 83156 DATE `n' �@ 1NBRN9 CITY ENGINEER J OUR AD RCE No. 46039 DATE 47F OF cAL� DATE: April 10, 2019 CHECKED: JP '.. Filename:P:\2008\200800688\-CURRENTDRAWINGS\-PRODUCTION FILES\ONSITE\200800688-C-6.0-C-9.0-DT - Plot Date-4/10/2014 4,79 PM BY:Noel Brisene 1 1 2 3 4 5 6 7 8 9 10 11 1 12 13 14 15 16 17 18 19 20 A PEAK FLOW OLRLET LOCATION �{;MAY WRY Y( TE F Wt1WAYpdN�'Eoa Anel OVERT OUILEF LOW ROWS(BOB"RAPE) Bb CLEW OwRT _ -- _ ••_,-_ r: 5 wn t 01+%5 s 311CN` .W THE TrA s nB°F1 xE Hn +atAv GEED allSITE CfINB AND LUTIST as Ptk1RCD ruTHE13 MwroutM4.wait 1>{E DEWACI( 9EP AY¢trY VSauc TbIE 3}AAE CLAS5 B TO 00 CLEW 5157FM PER CNn PLANS -•-_- ;yn E OF AS Rv WANK. Yy+N® t AtIY THE LK 4ALt BE LadTKW MAY WRY - ----° jSUPPLIEDBY OTHERS -------- w ow I CUR801EWNS IXMB CPFNINB I WB Ivumi LINE "+r' FlM<Ai.ANO 8CD{CNG TO E7a5lPbG C#t Ph4P0%S!CU AND WALK AbJAOENY TO ___ I I 1 - Q .1 2. LL OIJRVED CdJCRETE SURFAOES SHALL BE PORMEO BY'Cl1RVED FORMS:AND SHALL NOT eE C(IRw OINBAKi ------------- ISM E ER 3TF�'� 4' SHAPED BY PLASIEWNa -'. �- �- i ANO OaVEI WE t 2 3. FLOOR OF SASkt SHALL eE GIVEN A STEEL TRONEL fNJfS AND SHALL HAVE A LANdtLIDWIAL ^ Z _ ______ AND LATERAL.SLOPE OF U 12 AND III MA% M.EXCEPT WHERE THE GUTTER GRADE _ _ ______-_ --..- _'______ __. ;.,_.._ GATdf eAEN 4• THEEEQSDX,INRNI Gp$RyN U CH 3HE UMLCW7DgV01NSL()PE DF TH&FLD4R SNAtt BE D I<Hn AUE I. (1s mm) 1WE SANE AS THE TCA tMADE.SLOPE FT. FROM ALL DIRDMIS TO THE OUTLET. DV£RT LENCM-CURB OPENMNC MWw11 PER CML PLANS M 4_ L4MENSION3: F A e- S-2•(III men) PLAN VIEW C(�OPEw/wS �. 9U80RA� TaR MPE V- THE DIt'FERENCE{N 1s:EVA N t}iE T OF THE CURS AND TW INVERT OF THE CATOH eABIN A7 THE Ott T.:.ALIT ft-r j-- w v {E D1 eE uA EtEUAmm eETxEeN THE Tz zW awn a Aays AT ALTERNATE CWAAL C URdTlaN3 THE ut smE Saw 9r THE eA�N LND, Au.DE D ar n/E L 9uWcLMENr' CONTACT Bl0 CLEAN FOR AODI7KMN[CUSTOM CONFIGURA7K1N5 y:.� � I ( AF NOTE 3. T SVAAEk.MDT'A3E LE THA7A OURS FACE L U5�"('NOD mra. A w 1 SECTION A-A VI= THE DIPPIOADom IN ELEVATION ABM THE TOP Of THE 9UR8 AM THE tNVEV OF ELEY.OKIN PER CNY PIM5 1 I Aim R H- O E4'ONarm THE SON.THE PLANS. W s NOTED ON THE PLANS: 7711P �-..•_, ' A- THE ANQUIT tN BE N17ERCEPiE`f1 BY'41E 58NTEwMNE 9f THE CONNECTOR PIPE D D4II(T � BD OEAM OVERT to CURB OPEIWNG � ��\j�',,jj1� AND 111E GAT%9L BASPL WALL TO W'l6N THE CG6FIES9IUR PIPE 45 ATVACHIX), LOW Rawl IIw PIPE) r-__-"--"_"` '' - '-'- ---, I m R,." 5. PLAIX CDNNEOT9R PAPFS A$ TED DN ONE PLANS;UNFE�OTHER t9S`E SPEdFlEO:. Rl NO CLEAN SYSTEM ___ OR/OBORM6I+C -+ �xEL(TIRO TV76 C7t PIPE&PAkt�9ATETi AT 1VAE EN4 9F TE1E RASIN. LCCITKTN MAr Y,Wr ♦- PLAN * DOWEL DETAIL r�¢�'"Tr� aNc;rmNs `tH°E'pPN"c�� T 'iscLn �N TLE"TE IDOL r_- CA .TOP aI•cuae-200' - - 5TRiJOTLIf2L DATA USEo T'O.,w' YHEWALL ANO SLAB DOHS AMO RYfN[ EA�K'IHCl RXET�lATCH BLS1N LIMITS FOP IM ! REINFOR.CEFAENT RE4t7tREFAENTS IS'�E i�STANBA _ j PIN CW ruNsaVERTENC vlEw MAx NAx t tF R �pas s,ErsOGIVAL G7KW/A1Y M4% _-___.. SUPPLIIED BY OiTNERS' L___ w Y awNa, WAtL §LTt a ft. �E AFL,r L }Ar ART»' L STEP Y 176 ,THE mp OF THE --_- {{ T G�},DgUWNS7R AM END wAf1..iT1YPS MALL E 4e'ti,o.m e•(2A m) a' w Nm) e•tA99.m++) M�pApN�NL%E AAIQ Pi&T V 41 22'(M MID)hLL OTND,4rA EPs QLL.PN C[b 13a mrn} SECTION VIEW e'I-m)r(se m)e'Mon mm 4 fw N R R 71 $AGE&ARC K0101 R AT CAW OdtNER AND Al-r(2 R3 ON 0ENTFJA,UAAXMUMY K9NO Ts,E ELEVATION VIEW v(zv m) a UAe.)n-(>,a Ira(M-Y &.THE FOLLOWING SPRING ARE'.WACORPORATED PA:REIN: r CURB MXLT 7ZY/BASIN (ma m)12•(46 m) e•.iII00 mm e^Co.mm3 R G R. 315 MONqoD,ITNfD(C%TGH flASLN C@PM4ECi1QN 1A'(i.n m1 A'OA m3 e':(U9 mm)Im 369 OATOH':BASMt REiNF9RC63AFTiT3A0 6ATON BASIN FACEPLATEASSEMBLY AN0 PR9TECiAON BAR BKA CLEN OVflPf a(Z.m)r(Im mm) ! C o 312ABINMANHOLPRAMAND CONE#LOW FL0OVERT (4o.A,)n4'as mI {-mrn I: Mss sTE L STEPF * PLASTID SSEP R1BIDCLEANSISRY D.k m) fMe uM E kE INSTALLATION NOTES LaA7aN LOUT WRY �--- }' ---- �- WDAt) e.(tea mA.I N n�- �'- T 1F. DI4RT T O BE CONNECTED TO CONCRETE BELOW CURB OPENING USING J16 STAWLES5 STFEL(MIN Y4 J DRIVEMWWBMI Law Flow OY£RSTOf/{Cf5) 0.74 oPIN ANCIJORS SPACED 12"ON CENTER AND J16 STUNLESS STEEL RM75(MIN sAA?, LOW FLOW OUT7£I PIPE SIZE(INCHES) /B' t 2. ALL SEAMS 89KVV OVERT AND CONCRETE SH41 BE FU£D WOO/WATERTIGHT CONCRETE Ruz?AND/OR 150NETRIC VIEW STATIC HEAD(sCHES) 8" Fors w>1a•(s my,v>rx'(a.d m}aR.S's c(t.g my s�:q ws SV ME SEALANT STANDARD PLANS FOR PUBLIC'WORKS CCINSTRUCTION. J. CONTRACTOR T)SUPPLY AND INSTALL ALL EXTERNAL CONNECTM PIPES. ALL PIPES MUST BE BUSH Al SAFETY FACTOR 2 INSIDE SURFACE OF CONCRE7E.(FIFES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE MUST BECOMFOENTAL. S,K STANDARD PLANS f'OR PLABLIC WORKS CONSTRUCTION FLUSH W/1N Mf FLOWLINE OF THE D127IT ALL PIPES SF61CL of SEALED WATER FIGHT PER MANUFACTURERS DIVERT DVT-10-8 CURB OPENING CATCH BASIN STAMLYWD CO"'A""A'DETAIL ;:a. ,,�" ,xi.;�'.,; �I "�" Clean MODULAR TROUGH DIVERSION SYSTEM ` O�` �`rURB OPE NI�^L�'a `GATCN E$ASIN ` O_ 4, CONTRACTOR RESPONSIBLE FOR CONTACTRNC&0 CLEAN FOR ACTIVATION OF WIT MANUFAC7URES WARRANTY 6 ,ate qpT pgg4;rr 4:teEx AdealCm aI av, .rs VOID WN OUT PROPER ACWTON BY A BID CLEAN RDIRESATATTVE N 'ueAee wnI 'waAN A° AWereM� STANDARD DETAIL - - - - G SITE SPECIFIC DATA* KF PERFORMANCE DATA Aj PARMAN WwL(TIP) SITE SPECIFIC DATA* KF PERFORMANCE DATA PARTFON WILL(T)P) PRaJECr NUMBER 7764 CARTRIDGE NEW 00 J0.75 1-1 L•I-ll• t-p'_1 ° IM7INR41E PRO/ECT NUII�R 7764 CARTR/Of,E'HEIGHT(W) N JP.75 f-1!` � � P/A1/EC7 NAME CAMBERN SHOPPING CENTER CARTRIDGE FLOW RATE(GPM) 850 - ,- Fa-TL'R(TYPO _ _ __ PRa/Etr NAME CAMBERN SHOPPING CENTER GRTRIPX'L'FLOW RATE(GPM) MAAE 6.5P hw PRWECT LOCATCW LAKE ELSINORE,CA Al OF GRTRIOGIES IT S WMt I AI IECr LOCATION CAKE ELSINORE,CA NUMBER OF GiRTRNWGES iJ 2UFLE x9U H STRUCTURE AD DMA R2 RRAL IRFAIMENT FLOW RATE(CFF) 0.21 I \ I STRUCTURE ID DMA R3 TOTAL TREATMENT FLOW RATE(CFS) 0.21 I WATER WACKY FLOW RATE(CFS) 0.2 SEDUAff SIOl CAPACITY(CF) J.79 I® WATER tX{ALf7Y FLOW RATE(CFS) 0.2 sETmNr STORAGE CAPACrJY OLEO J79 PEAK FLOW RATE(CIS) J.476 KF STORAGE CAPACITIES a TT�*� _ _ _i PEAK zPw RATE fGFs1 3/42 KF STORAGE CAPACITIES a� PEAK STORM DUll(•VDW) 100 SEDIMENT CHAMBER CAPACITY -tl' I I I 6• L I PEAK STORM WRATrOM(TEARS) 10U SEDIMENT CHAMBER LAPACI7Y I I 6 �' - LL - , I I I L LLLL LL " i ( I LLLL III PIPE CATA lf. M4TfRJAL OMME7ER LENGTH(FTJ WIDTH(FT)HEIGHT(Fn TOTAL OLEO ti i I I MRaY L PIPE O77A !.£. M4rfRMC OMMElER LENGTH(FT)WITH(FT)IiEIGHT(FTJ 701A1,(CFJ n I I I I LL INIE'r PIPET 1296.05 HDP£ 18" CHAMBER J TB0 1.a2 1.50 1.57 I PIPE �dr MnF!PoPE r 1295.28 HDPE 18" CHAMBER i 1.BO 1.02 L50 t.3 j I PIPE L OUTFLOW' OUTLET PIPE I 1293.19 HDP£ 16" CHAMBER 2 1.96 1.02 1 0.50 WO I I ,- OUTLET PIPE 1 1292.42 HDPE 18" CH49MR 2 1 7.96 1 1.02 OSO J.00 I I I RW ELEVATION 1302.40 FIL7RA TION CHAMBER CAPACITY' it_-- _ - - J aM ELEvaTTDN fJ024d F)LTRA TION CHAMBER CAPACITY* --- -- - - J SURFACE LOADING REQU/RfAI£Nf HZO OVAMBER I 296 1.47 0.1s 0.67 'I r'-O• cA MwAaLE S(MF,LE LaDMC'REQUIREMENT H2O ---I 1'-P• � '�'� FKTMTA)N CYm"R(TYPO 06GNFcf CHUM FRAME AND COVER PJO° CHAMBER 2 2.96 t.47 0.25 P.59 1•_1..//J 0V CHAMBER M1NTglE FRAME AND COVER P30• CHAMBER 2 296 J.47 0.25 0.59 `3° DLiRAAKMI CAaINBf'R Inv) 0/SCYL447OE C/MM@F CORR09YE'SOM CONINilONS YES 'WLI/Yf ON FILTERS SUBTRACTED IN STORAGE CAPAOTY ACCESS HI CITES l011,TU NOR ACCESS H1iCFILS C(AVTRAC70R PLAN PRETREATMENT fil GPN/r TO FINlS4ED GALDE PLAN VIEW CORRosaE son(YWOTIL4V5 YES 'IOLUME OF FILTERS SUBTRACTED IN STORAGE CAPACITY PRETREATMENT To Wor TD fTMSHED mw VIEW PER/NSTALG7IdV Al 5 PER MSTAUATON WIE s KNOWN CROWOWATER ELEVATON /2B9 N75 KNOWN CRIXMOWATER ELEVADON 1278.90 NTS 5'-0" CHAMBER SECTION 5-0' �Jppppaa3 Al NO MEASURE NECESSARY FOR CORRaSNE SOILS RW AfO7ES NO MEASURE HEf.ES£WY FOR CORROSIVE SOLS !!� 6" q'-O' s" NOS -I w s" '-o" 6" N75 n A n GAAM mP of PER ENGINEER OF RECORD ��� `" �- �¢oUE,WO 'PER ENGINEER OF RECORD A�I��Py ;;� RING 1 J GENERAL NOTES n_�n WA GENERAL NOTES n n n DF MAT I. 010 CLEAN 70 PROVIDE ALL MUFRALS UNLESS OTHERWISE 1. B!0 OFAM TO PROVIDE Al MA7ERML5 UApfsS OTHERWISE V Al I NOTED. I 2. ALL OMENSANS ElEWI70MS SPECIF/C4T10A5 AND I 2 Alt DIMENSIONS,EUE✓ATONS SPEOF070(.%AND I CAPACITIES ARE SL"CT 70 CHANGE FOR PROJECT I GPACRIL'S ARE SI/Bk'CT 70 Cli4NGE FOR AI I SPFC#7C DRAWINGS DETAILING EXACT DIMENSIONS NIGHTS I I SPECIFIC WAY9NGS LETAVW OACT OMENSIOAS MWAS, I I AND ACCESSORIES PLEASE CONTACT W CLEAN I r'i ( AND ACCESSORIES PLEASE CONTACT 8l0 CLEAN. I INSTALLATION NOTES I PEAK era I I INSTALLATION NOTES I Kxr ha I I I 1. CONTRACTOR TO PROVIDE ALL LABOR,E7KMPMENT,MIITERW.S I I I r. CWTRACW TO PROVIDE ALL LABOR,EQUIPMENT,MITERM 5, 1 I I AND ACMATALS REQUIRED TO OFFLOAD AND INSTAL THE MAU AGE ® I 9 AND MIL'IDENTACS RfOUlREO 10 OFFLOAD AND INSTALL(HE 1 wU HIS ® I 4 K KF UNIT ANO APPURTEM"S IN ACCORDANCE VA79 INS GRW(INK PER I lE w I KF UMT AND APAURFEAMFK'ES IN ACCORDANCE IWM THIS GROUT PIPE PER I !E NF I DR MIG AND THE MANUFACTURERS SPECIFICATIONS UNLESS ASTAUAWN NYRE 4 =Av I DRAWING AND THE MOMACIUMERS SPECIFEADONS,UNLESS A6MUAWV 07E 4 I c I OTHERWISE STAIEO IN MANUFACR1RfRS CONTRACT. 9 I OTHERWISE STALED IN MANUFACTURERS COAMCT. L I I 2. MWUFACIURER RfCOIwkNOS A 6"-12"LEVEL ROCK BASE I - �-� m I 2 MANUFACTURER RECOMMENDS A 6"-t1'LEVEL TOO(BASE" UNLESS SIRMFED BY THE PROIECT ENGINEER CONTRACTOR I UMESS SPECIFIED BY THE PRWECT ENGINEER. CONTRACTOR I 6 RESPONSIBLE 70 IEMFY PROW EAGWRS I I 'f' I 6 RESPONSIBLE NT VERIFY RRIVECT ENGINEEWS RECOMMENDED 84SE SPEOFICA7KINS. I I I RECOMMENDED EASE SPECIFICATIONS I I 3. ALL PM'ES MUST BE RUSH MDT INSIDE SURFACE OF I I J. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF I I I I CONCRETE.(PINES CANNOT INTRUDE BEYOND FLUSH). I I I __I CONCRETE(FIFES CANNOT INTRUDE BEYOND FLUSH). I I 4. ALL GAPS AROUND PIPES SHALL BE.SEALED WATER FIGHT f IL 4. ALL GAPS AROUND PIPES SHALL BE SEALED WATER MAT WRH A NON-SHMHK GROUT PER MANUFACTURERS STANDARD ! I ¢ WITH A AOW-SWW GROUT PER I[ANUFACNRERS STANLi4RD MW EC77ON DETAIL AND SHAL MEET OR EXCEED REGIONAL CONV£CRON DETAIL AND SHALL MEET OR EXCEED REGICI IL PAPE CWNECTW STANDARDS -- f1AVEROR4N' J'-0' I'-0 PIPE CONNECTION STANDARDS. -- ONCERDRNN J'-0' f'-0 L IMNIf01D 5. CONTRACTOR RESPONSIBLE FOR INSTAULATION OF ALL RISERS MWOU) 5. CONTRACTOR RESPONSBLE FOR RISTALLAWN OF ALL RMS 6' '-0" 6' 6" q'-0. 8` A114NHOLES,AND H4ICHES. ALL COVERS 941 BE SHIPPED MANHOLES AND HATCHES. ALL COVERS SHALL DE SHIPPED LOOSE DDIURACTOR TO GROUT ALL M4NFbCES AND FIL</GR4UT SPACE 5'-0• LOOSE CONTRACTOR TA GROUT ALL MANHOLES AND FAIGROUT SPACE _ 5•-0' HATCHES 70MATCH RMSHED SURFACE UNLESS sPEc1nED REMEEN MwlroLas END VIE ELEVATION VIEW 5�0 M4 CH FINISHED S RFACE WLESS SPECIFIEDecxfieN Mw a END VIEW ELEVATION VIEW HERMSE N75 NTS NTS PITS PAa° TARI AND LOM/uaGAu: KF-4-4 KF-4-4 NOT FOR CONSTRUCT/ON m a' iQ Clean EMBRANE FILTRATION SYSTEM WITH PRETREATMEAt NOT FOR CONSTRUCTION Q BIQ �I�n EMBRANE FILTRATION SYSTEM WITH PRETREATMEN 4tle1 p ioMaAWa STANDARD DETAIL "' *'"`"' A turmcompm STANDARD DETAIL M 27.V $ MARK REVISIONS APPR. DATE OFSE PLANS DEVELOPMENTVE BEEN AND/OR CITYIEAND STATE LAWSED FOR ,AND NCE WITH THE APPROPRIATE BE SSUED.NDITIONS PREPARED BY: SEAL Ok}I BENCHMARK: CITY OF LAKE ELSINORE DRAWING NUMBER: 30 Executive P811c,Suite 100 DESIGNATION#3433 AGENCY:RIVERSIDE COUNTY TRANSPORTATION COMMISSION. Irvine,CA 92614 SO,`NNOUgl90��' CONCRETE COLLAR.LOCATION MONUMENT SOUTHWEST R CENTRAL VEN: FOUND 2"BRASS IUE ANSC D CAMBERN 1�Y t:949 296 0450 f:949 296 0479 rZ„ AVENUE(DOWN 1.0').AGENCY:NGVD 1929 WALMART SUPERCENTER#2077-07 C_/�J m 3 m SCALE: DRAWN: BB 29260 CENTRAL AVE LANE ELSINORE,CA 92532 E.O.1 1313 20 N/A ON-SITE IMPROVEMENT PLANS SHEET n0F 38 08/08/19 CIVIL STORM DRAIN DETAILS FILE No. REASBas CITYBENGINEERE s31ss Onrg J OUR AD RCE No. 46039 DATE �4TE OF DNO�p DATE: CHECKED: JP 'f April 10, 2019 Filename:P:\2008\200800WB\_CURRENTDRAMNGS\-PRODUCTION FILES\ONSn E\200800688-C-8.0-C-9.0-DT Plot OM.:4/10/2019 4:22 PM BY:Noel Briseno .. -- 1 2 3 4 5 1 6 7 8 9 10 11 12 13 14 115 16 17 18 119 20 STANDARD MANHOLE STANDARD MANHOLE FRAMEANDGOVER PAVEMERTPER FRAME AND COVER SEE$Tp DWG S-9 PAVEMENT BEE STD,DWG 5.9 TO SE INSPECTED BY CONCRETE DETAIL PA$ A BUILDING ,TO DEPARTMETI'{�'-�"'�PROPERTY LINE DETAIL OR PLA[44 CLEANOUTBOXAND r LID,SEE NOTE 3 I CLEAN OUT STD..D L •' W m c J r F BACKFLOWVALVE INSPECTED NOTES: RISER W j B . p" sk'BaWG.saa 1. A45 DEGREE BEND:AND STANDARD ME BRANCH CONNECTIONSHALL BE USED,THE 45 DEGREE BEND AND SEE DETAIL"A` SEE NOTE. I O U AND NOTE4 STD.BWG `- SPRAY-ON WYE$RANCH CONNECTION SHALL BE THE SAME DIAMETERAS THE SEWER LATERAL ENTERING FROM THE m SEE NOTE -°, •;: " STREET AND SHALL BE SUPPORTED BY THE RECOMPACTION OF THE EXISTING SOIL IN THE TRENCH. STD DWG.S-.93 S-13 STD OWG.9.13 yyam,,~ EPDXY TYPICAL JOINT DUCTILE IRON FITTINGS MAY BE USED.IF AUTHORIZED BY THE DISTRICT. COATtNGAN PER DETAIL. BUR DING LATERAL STREET LATERAL.. POLYURETHANE :BELOW LEFT _ - ,. ": LINING , Z. THE BUILDING LATERAL SHALL BE CONSTRUCTED USING IAPMO LISTED MATERIALS(I.E ASS,OR PVC PIPE). - - THE MINIMUM DIAMETER SHALL BE PER PLUMBING CODE STANDARDS,THE CLEANOUT STAND PIPE(4`DIA. SEWERMAW THE 2%MIN.SLOPE OR AS '•' +- SHALL HALL BE THE SAME USING IDIAMETERMPO LISTED MATE ENTERING FROM THE STREET.THE MINIMUM SLOPE SHALL BE CONSTRUCTED USING IAMPO LISTED MATERIALS(LE A.8:5.OR PVC PIPE).THE MINIMUM$LOPE APPROVED BY LOCAL AGENCY OF THE LATERAL SHALL BE 2%flRA$PERMITTED BY LOCAL AGENCY, " SLOPE SHELF ALL BUILDING SEWER TO BE 12" i I N0.2 HOOP$ 1'IN N C 3° A PLASTIC CLEANOUT BOX AND LID IS REQUIRED OVERTHE CLEANOUT STACK(AND BACKWATERVALVE,IF INSTALLED OWNED AND MAINTAINED - K BY PRIVATE PROPERTY OWNER ' t" ...+� +t• USEI7)WHEN LOCATED IN NON VEHICULAR TRAFFIGAREAS.IN VEHICULAR TRAFFIC AREAS(I.E.DRIVEWAYS) _ / - ,L; C A CONCRETE CLEANOUT BOX WITH CAST IRON LID 1S REQUIRED TYPICAL LATERAL ASSEMBLY '` py.0• - - 4. IF HOUSE SIRS DRAINAGE ELEVATION IS BELOW THE NEAREST UPSTREAM MANHOLE LID.A SEWAGE � w. BACKFLOW VALVE ASSEMBLYWILL BE REQUIRED,IN ACCORDANCE WITH THE LATEST EDITION OF THE .M U P.C•,CHAPTER 7,SECTION 710.0 PARAGRAPH 7101,READS -z+ - ( 32M PSI SECTION 7100 DRAINAGE OF FIXTURES LOCATED:BELOW THE NEXT UPSTREAM MANHOLE COVER CID @iY 1 TYPIOAL PPE, CONCRETE. OR BELOW THE MAIN SEWER LEVEL.FORASSISTANCE CALL E V,M W D CLEANOUT BOX SECTION AA. CONNECTION PER SECTION B-B (SIDE INLETS NOT SHOft STD.BWG.S•19 (SIDE INLETS NOT SHOWN) 79I O i) 'DRAINAGE PIPING ION OF HE NEXT WHICHUPSTREAM AVE FLOODLE LEVEL OF THECATED D BELOW THE ELEVATION OF THE NEXT UPSTREAM:MANHOLE COVER OF THE PUBLIC SEWER SERVING SUCH DRAINAGE PIPING SHALL BE PROTECTED FROM FlowBACK OFSEWAGE SY INSTALLING AN ACCEPTABLE TYPE BACKWATER VALVE. ASPHALT RUBBER FIXTURES ABOVE SUCH ELEVATION$HALL NOT DISCHARGE THROUGH THE „t'._3BL d ( "� STRIP,SEE ACCEPTED BACKWATER VALVE" '''"-- '' i.. MATERIAL&GUIDELINE ADpIT._'NLE' g o AND STUB 5. THE BACKWATER VALVES SHALL BE LOCATED SO ACCESS FOR MAINTENANCE IS NOT IMPAIRED- I. ' ,. °. (AT INTERSECTION) ' y�--314°CLASS2 CRUSHED : AGOREGATE 8A6E @. MATERIAL SHALL BE SELECTED FROM ACCEPTED MATERIALS GUIDELINE. _ &g. SHELF SHELFI SHELF R" OUTSIDE INSID 1 \ JOINT DETAIL \ CROSS SECTION - OF 10'DIAMETER @„ INLET a FL - OUTLET A P.M.C.STAND PIPE BBw° o � NOTES. _ I f_FORSEWER GREATER TRW 12`DEL�QR18"}5Ll PIPE OR •.' l>r / - -". GREATER,.USE S DIA.MANHOLE PER STD.DWG.3 -5. "' +•:.-r" '- 2. MANHOLESAT INTERSECTIONS SHALL BE 6'DIA AND SHALL HAVESRIB 8 I I SHELF _ CUTS IN THE OTHERTWGDIREGTIONS WITH RESPECTTO THE INLET CHANNELAND FINISHED IN AND OUTLET.SEE SECTION 2.048 OF THE STANDARD DESIGN CONCRETE ISHED IN i3. o .{.' CONCRETE REQUIREMENTS. F SEWAGE BACKWATER VALVE 3, SEE SECTION 2,045 OF THE STANDARD DESIGN REQUIREMENTS FOR INLET AND OUTLET PPE OF DIFFERENT SIZES. DETAIL"A"-SEWAGE.BACKFLOW VALVE ASSEMBLY 4., DIaDPACRoss MANHOLESHAu.BEG.1'MIN.SEE STANDARD DESIGN SECTION C-C (PLAN MANHOLE BASE) REQUIREMENTS SECTION 2.04OSb FOR SPECIFIG DIRECTIONS, '�' xTo.DwG.Na xEa ev .nw mre ST0.0W0:.No. areesw, sl evw.was sro.oWc..no_: TYPICAL LATERAL y""a, , , �� ,. 6 DIA.MANHOLE ASSEMBLY NOTES S 13 2 l TYPICAL LATERAL ASSEMBLY 3.72 z 0 i WITH CAST IN PLACE BASE, c PAINT COLOR TO - IpENTIFY UTI�ITY UNDISTURBED UNDISTURBED (SEE BELOW TAG WITH SPECIFIC EARTH OR-� EARTH OR DEUTIPTHHITY�TO IFkRSIZE T COMPACTED ILL Fl�p� COMPACTED ��I�qL H BACKFILL FILL BACKFLL 24'MIN. THREADED PVC CLEANOUT PLUG HEAVY DUTY FRAME AND COVER #4 REBAR EXPOSED W/LETTERS"C.O."CAST IN COVER ING iog �N T�qL ING �� BACKF GRADE SURFACE AWAY - 1'IN GRASSY AREA &4CKFILL BA ILL FROM CLEAN OUT 0'IN PAVED AREA HAUNCHING >HAUNCHING 4'BEDDING >4"BEDDING ADJUSTABLE HEAD .�\/\//\\/ \\/�/\ j\ - (MIN.) (MIN.) 4"MIN.2500 PSI P.C. CONCRETE COLLAR 4" 4" -12" 12" /\ \/ NOTE:SEE APPLICABLE DETAIL FOR BACKFILL AND BEDDING INSTRUCTIONS. 1 URIEO N.T.S. N.T.S.• WATER LINE f� - SANITARY SEWER �I SIZE OF RISER PIPE PER LOCAL CODES WELD TO PLATE \ \/ III III 45'BEND /� / o q o; ° I' o CRUSHED STONE PER LOCAL CODES o / ° GENERAL NOTES �- o.o°°.(5 0: o . 0 00• DIRECTION OF FLOW 1. AS A MINIMUM,THE PIPE BEDDING 1VESHALLC CONSIST OF 4 INCHES 4. THE FINAL FILL(12 INCHES ABOVE THE PIPE TO THE BOTTOM Of - o e j o•> O, °SAFND COMPACTED MIN915AUM�SANDTE�UIVALENT OF 30IAND SELECT ONE SITE MATERIALS WITHA MN(IMUM PARTI�CLSfE)SIZE SHALL BE INCHES -- -- 3/16"x10"x10" /' THE FOLLOWING REQUIREMENTS: 100 PERCENT PASSING THE 1 THAT IS MOISTURE CONDITIONED TO WITHIN OPTIMUM TO THREE Q) - - STEEL PLATE -�\\ /�` INCH SIEVE,AND NOT MORE THAN 10 PERCENT PASSING THE NO. PERCENT ABOVE OPTIMUM MOISTURE CONTENT AND COMPACTED II0 _ -- 200 SIEVE. AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY AS o 0 = o0 0 NOTE: 2.THE MINIMUM TRENCH WIDTH SHALL PROVIDE A MINIMUM DETERMINED BY ASTM TEST METHOD D1557.THE UPPER 4 INCHES o,° o og°0 o l R I C CLEARANCE OF 8 INCHES BETWEEN THE SIDEWALLS OF THE PIPE OF ANY UTILITY TRENCH BACKFILL BELOW CONCRETE SLABS 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 Q INCHES GREATER THAN 1.25 TIMES THE LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY AS 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 THL HAUNCHING AND INITIAL 5.TRENCH BACKFLL SHALL BE PLACED IN MAXIMUM B-INCH THICK SEE PLAN FOR PIPE SIZE,TYPE,AND ELEVATION BACKFILL WHICHEVER IS GREATER. LIFTS. USE 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/FROM SAM'S CLUB,WAL"MART STORES&SUPERCENTERS TOP OF PIPE SHALL CONSIST OF A SELECT SAND MEETING THE BRACED,OR OTHERWISE SUPPORTED IN COMPLIANCE-WITH OSHA SAND EQUIV ENT AND GRADATION REQUIREMENTS OF NOTE NO. 1 REGULATIONS.AND LOCAL ORDINANCES(SEE SPECIFICATIONS). UTILITY COLOR AND COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 95 �iLWLK GREEN PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM - WATER BLUE TEST METHOD 01557.HAUNCHING SHALL BE WORKED IN BY HAND - STORM DRAIN WHITE TO PROVIDE UNIFORM SUPPORT OF THE PIPE. ELECTRICAL YRED ELLOW _GAS SITE LIGHTING PIINAKNGE SANITARY SEWER CLEAN-OUT ' FIBER OPTIC(GAS STATION) PURPLE - N.T.S. DETAIL: P.O.C. LOCATION UTILITY TRENCH AND BEDDING 9 AG N.T.S. UTl N.T.S. DTPOCLOC I 12 21 04 DTUTLTRN 12 21 04 DTSSC)UT 1 12 04 01 M THESE PLANS HAVE BEEN MARK REVISIONS APPR. DATE OF DEVELOPMENT AND/OR CITYEWED FOR COMPLIANCE WITH THE APPROPRIATE AND STATE LAWS,AND A PERMIT MAY BE ISSUED.NDITIONS PREPARED BY: SEAL ` BENCHMARK: CITY OF LAKE ELSINORE DRAWING NUMBER: 30 Executive Park,Suite 100 ELEVATION: 16.96 AGENCY:RIVERSIDE E., FOUND 2"PBRASS DI COMMISSION. /6reer�bergFarrew pNOUq CONCRETE 1316.96 FEET.MONUMENT TYPE: FOUND 2"BRASS DISC WITH 10 AM Irvine,CA 92614 OV` 19��� CONCRETE COLLAR.LOCATION:SOUTHWEST CORNER CENTRAL AVENUE AND CAMt1ERN _ 1^Ok R6P6iFAKE y t:949 296 0450 f:949 296 0479 A AVENUE(DOWN LID').AGENCY:NGVD 1929 WALWART SUPERCENTER#2077-07 C 8■O No. gbD3g 29M CENTRAL AVE LAKE ELSINORE,CA 92532 ° ExR12 31 s SCALE: N/A DRAWN: BB ON-SITE IMPROVEMENT PLANS SHEET rOF38 SONIA SALAZAR - DATE OSYOSY19 `,4tE CIV71. a�' DATE: CHECKED: JP SEWER DETAILS FILE No. BUILDING AND SAFETY DEPARTMENT H OU RCE No. 46039 DATE OF CAU Aprl 10, 2019 (] LIy CITY OF LAKE ELSINORE FIlenome:P:\2008\200800688\-CURRENTDRAWINGS\-PRODUCTION FILES\ONSRE\200800688-C-6.0-C-9.0-DT Plot Date:4/10/2019 4:22 PM BY:Noel Briseno 1 1 2 3 4 5 •6 7 8 9 10 11 12 13 1 14 15 16 17 18 19 20 A FINISH GRADE,SUBGRADE to - TRENCH SHALL BE BACKFILLED PER UTILITY FINISH GRADE,SUBGRADE 0 —TRENCH SHALL BE BACKFILLED PER UTILITY PVMT AREAS,OR GUTTER COMPANY REQUIREMENTS PVMT AREAS,OR GUTTER COMPANY REQUIREMENT'S FLOW LINE FLOW LINE MIN.3-2"AND UP TO 4-2" INSTALL PLASTIC'IDENTO' 7INSTALL PLASTIC"IDENTO" CONDUITS FOR CABLE TV PER CABLE TAPE,OR"CAUTION"LABELED TAPE,OR"CAUTION"LABELED COMPANY PLAN, 1h.MIN.SEPARATION OVER GAS PIPES w OVER GAS PIPES WHEN IN JOINT TRENCH. u� ? CONDUITS SHALL BE CENTERED IN "s TRENCH AND BE SEA ON 1"MIN. > M o w B > �,o - BEDDING ON TOP OF S.C.E.CONCRETE - LL z i 2r GAS LINE PER GAS COMPANY PLAN, 7J4"GAS LINE PER GAS COMPANY PLAN, ENCASEMENT.SEE DRY UTILITY PLAN C-42 FOR CONDUIT SCHEDULE - / N %'MIN.SEPARATION,INSTALL CONDUCTIVE . . - w tY"MIN.SEPARATION,INSTALL CONDUCTIVE WIRE FOR LOCATING PIPES WIRE FOR LOCATING PIPES 2-4"CONDUITS FOR TELEPHONE PER--\ Z TELEPHONE COMPANY PLAN, %'MIN. MIN 3-4"--.AND UP TO:4 4'CONDUITS - �I? SEPARATION WHEN IN JOINT TRENCH. Tv z "dam FOR TELEPHONE PER TELEPHONE COMPANY w w C CONDUITS SHALL BE CENTERED IN TRENCH _ PLAN, %"MIN.SEPARATION WHEN IN AND BE SET ON 1"MIN.BEDDING ON TOP w w JOINT TRENCH.CONDUITS SHALL BE = z OF S.Q.E.CONCRETE ENCASEMENT.SEE CENTERED;IN TRENCH AND BE SET ON 1" - z z m< i°BEDDING MATERIAL DRY UNUTY PLAN C-4.2 FOR CONDUIT In< MIN.BEDDING ON TOP OF S.C.E.CONCRETE •-- - - SCHEDULE. 1"BEDDING MATERIAL ENCASEMENT.-SEE DRY UTILITY PLAN C-4.2 "a FOR CONDUIT SCHEDULE.. MIN 3-5"AND UP TO 4-5"S.C.E CONDUITS i'BEDDING MATERIAL 2 -5"S.C.E CONDUITS PER S.C.E. PLANS, tY" i"BEDDING MATERIALT14MI'N PER S.G.E.PLANS, %"MIN.SEPARATION,AS MIN.SEPARATION,AS SHOWN ON S.C.E.PLANS. SHOWN ON S.C.E.PLANS.CONDUITS SHALL BE 1xi"Tl'P. CONDUITS SHALL BE CENTERED IN TRENCH.SEE 1$"Tl'P. CENTERED IN TRENCH.SEE DRY UTILITY PLAN DRY UTILITY PLAN C-4.2 FOR CONDUIT SCHEDULE. C-4.2 FOR CONDUIT SCHEDULE.CONCRETE D 111z° CONCRETE ENCASEMENT PER S.C.E.DETAIL CD120. ENCASEMENT PER S.C.E.DETAIL CD120. 24"MIN. COMMON UTILITY TRENCH (WM) DETAIL COMMON UTILITY TRENCH (OUTLOTS) DETAIL SCALE:NTS - SCALE:NTS CONTRACTOR SHALL EXCAVATE,BED AND BACKRLL TRENCH PER UTILITY COMPANY REQUIREMENTS.UTILITIES WILL BE CONTRACTOR SHALL EXCAVATE,BED AND BACKnLL TRENCH PER UTILITY COMPANY REQUIREMENTS.UTILITIES WILL BE INSTALLED INTO CONDUIT BY UTILITY COMPANES CONTRACTOR WHO SHALL INSTALL PULL ROPE OR TAPE AND MANDREL AS INSTALLED INTO CONDUIT BY UTILITY COMPANYS 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. -REQUIRED BY UTILITY COMPANIES.LATERALS AND SINGLE CONDUIT RUNS SHALL BE INSTALLED SIMILAR TO THIS DETAIL. CD 120 Cnn¢0E ank RegUi Scope CD Conduit "'..., nts F Moore CD 120-1:Typ -Conduit Bank Seettom(Mainline and Commereiai3lndustinal) {MINT f 112^ - i Concretd .T 41 Envaopa l Tie at, eeddmq T —Spacer d {— a• Futl Eneasement Sam, real. Wse than 4contldo, spabtal Canwa-Fohnatteoll, H f-irz^ Conduit Settle Tiandmione cartoon Repine Nlnl—asdarM4 required betownin. Usad only whan'spoeffl dorsanctioned all types of conduit at conduit fcrc ducts Yoott5ipy minimumvarticat odI—..supsvuctnroa spa aintain mgdmd'mvar. aE 1. Spacing,when n ou a d,wHI w as IMwa is minimum: 2. Slaters,when requtretl,wAi be as rewrt,mentletl by 4he rnt inanu(0ctwer-aeM approvstl by itfa company drat m the plage¢sift ".. "—sts shown iiI Tab10 C0120-1(Shea{4).Vertio I spacers and bass,spacers wit be owntoicturee tram rigW noncomgessaWe-type _ msten USe nnoporary Inaam—,o maksten txMwrttpl tordult spoi Ithass mlervats anti)oadifiH bedding orenonaaar nl is tgacgd Table CD'120-1:Horizontal Conduit Spacing Intervals --condul6rze z^ a' 3-11Y a• s s� Yspa—9wm+Enpaae� to• A is --I _ t4 ease specare ereregaired on all nenbdinoroW1a,ieuf' . ^.{. The coMstt wilt tie.of en approved aiaoa:dm'es;detairis : 44:..:Types: a: "EB"(Typo i)for endessd and wsnh,asadiesonagsna b. `O6"{TyPa lit.fordiraI burial . Soh 40"RIgW PVC for msko,toona casings 'J - - 6: Fwgoners,mnduittmril6eonoretaand pencrimg regdrarrents.see Cut 100.:. 7, instal bare mppsr neutral was only W n speci(ed on.ding drawing.For minnno.aPPscal oh,nriduding awlo vorinas)when Fhe noutrat is Present on an owaboad structure that foods apdmery doer,the neutral shaft be cbnunt:ou to the firstundiaground alrodare.A boms spP neutratwill,as 6padfled"on Ins working—Ing,shah ba piaoed start Wymoasso In concrete,attha Vowel I ache duct bank.Preferably in-bawans,co d'ils. 8. Col orota en"'wamant wit tie kept unites,.Excesstve amounts or cogs(,wRtbe av ndad, -9. gadding wO.in accordance wAh CO I K .1. Conduit Bank Raquirel ;.. IU r .ex awaoate:. C,a. ..U4-29-2016. G L M MARK REVISIONS APPR. DATE FESE PLANS DEVELOPMENTVE BEEN REVIEWED FOR COMPLIANCE AND/R CITY AND STATE LAWS,,AND ALTH THE PERMIT MAY BEIATE ISSUED.NDRIONS PREPARED BY: SEAL BENCHMARK: CITY OF LAKE ELSINORE BRawINc NUMBER: ww______ ``__ 30 Executive Park,Suite 100 Y DESIGNATION 3433 AGENCY:RIVERSIDE COUNTY TRANSPORTATION COMMISSION. FEET.MONUMENT TYPE: FOUND 2"BRASS DISC WITH 10 10 A f Gmenberg arrow Irvine,CA 92614 'o�N NOUgr90 CONCRETE C30LLAR6 LOCATION:SOUTHWEST CORNER CENTRAL AVENUE AND CAMBERN _ IRON���� YYii t:949 296 0450 f:949 296 0479 �„ AVENUE(DOWN 1.0').AGENCY:NGVD 1929 WALMART SUPERCENTER#2077-07 G 9.0 FOR. PSF6261NCE O^xy "O 0B039 SCALE: DRAWN: BB 29M CENTRAL AVE LANE ELSINORE,CA 92532 3% 42. a Exp.12 i 20 NSA ON-SITE IMPROVEMENT PLANS SHEET 0F36 08/08Y1s UTILITY DETAILS SONIA SALAZA.R DATE ��jE lw� ��p DATE: CHECKEO:.JP FILE No. BUILDING AND SAFETY DEPARTMENT 4/�4/ RCE No. 46039 DATE OF CAS April 10, 2019 CITY FLAK ELSINORE Ran—P:\2008\200800688\-CURRENTDRAWINGS\-PRODUCTION F1LES\0NSnf\200B00688-C-6.0-C-9.0-DT Plot Date:4/10/2019 4:22 PM BY:Noel Brieeno 1 1 2 13 14 15 16 17 18 19 110 111 112 113 114 1 15 16 1 17 18 1 19 120 OFFSITE DEMO PER SEPARATE CAMBERN _ C DEMOLITION LEGEND 12'W 12"W I E &THIRD IMPROVEMENT PLANS ." 12"W 12 12"W 12"W EI2'VAC ITEM DESCRIPTION A I __ E E rn 0 (E)TO BE REMOVED ' �V 4V I �••�__••—_•-_—••__-•-•--__ -_ __ _- -- 1EM nn Q2 (E)TO REMAIN,PROTECT IN PLACE O ( B HED 1 REMOVE PORTION 5 RELOCATED OF(E)TRENCH DRAM AND - TREE$ ¢ ® RECONNECT TO(E)STORM DRAIN Q QS FORMER STRUCTURE LOCATION B I EES RESIDENC 5 I ( SH 5 5 GARAGE I I Poo TREES 5 E nn TREES , k' RESIDENC 5 1 a D u I� a � i I 1 E RESIDENC 5 � I 1 I I I I t a � I I SHE 5 ~ - 5 HIED I II F (' I1 1 5 ESID I I 1 ,TREES I .�� Im 1 WATER LIN 2 PAVE G 'i i i ,FENCE , CE AIR AC 2 1 ND ROAD SIGN 1 FENC . 2 H 2 2 2 0"� 2 2 Au 2 \ 1 I i i e 2 2 y 2 2 2 w 2 q 0 2 FENC a - 2 - H 2 �� r D -- I ,TREES 2CE D it 2 y ¢: , RB / 11 vZ ,TREES 0 3 ATER � ■ � , I I 2 2 h SI 2 S � LEGEND 2 - 4 2 RAIN \ ,,,t,em \ I V I GRAPHIC SCALE 2 1 2 UITON!I!EXISTING UTILITIES 2}'`= \ I � ' 60 0 30 so __� PROPOSED PROPERTY LINE J URB&GUTTER rn ' PROPOSED SAWCUT s a 1 3 ATER METERS ( IN FEET ) ------ - 1 inch = 60 fL ATER I REVENTER50W -� 21 2 U - CUR , 2 a ID.E 2 ' C 1 IGN1 2 GN '2 z K E�2 w � G2 ( i g I <NVS C'' NV Sw<NVS SIGN y 12 12"W 2 <UTION!!IXI NG UTI �Vyg`.�.�Sd�2 3 V DEXTER AVE , 0 ALERT TO CONTRACTOR: 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 DATE FOR THE OUTLOT.WM GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUTLOT CONTRACTOR TO THE SPECIFIC PARCEL AT ALL TIMES AFTER MILESTONE DATE.PURCHASER OF OUTLOT TO PROVIDE PERMIT.DOCUMENTS AND SWPR REQUIRED BY Know what's below. '0 A LOCAL REQUIREMENTS FOR SPECIFIC OUTLOT. M Call before you dig. pyr . B v.. I-9-zo MARK REVISIONS APPR. DATE OFESE PLANS 14AVE BEEN REVIEWED FOR DEVELOPMENT AND/OR CITY AND STATE LAWS,AND ANCE ITH THE PERMITAPPROPRIATE MAY DE ISSUED. Ex PREPARED BY: 30ExecutivePark,Suite 100 SEAL t BENCHMARK: DRAWING MUMMER: �pp14OU,yq DESIGNATION 16.96 AGENCY:RIVERSIDE COUNTY TRANSPORTATION COMMISSION. CITY OF LAKE ELSINORE ADDED ALLAN STREET&CRANE STREET(PRIVATE STREETS) 9/27/19 ,6reenbergFarrow Irvine,CA92614 'o�NNOUAtj'G�C CONCRETE COLLAR.LOCATION:SOUTHWEST FEET.MONUMENT ECORNER CENTRAL�AVENUE AS DISC ND CAMBERN C 1 0 t:949 296 0450 f:949 296 0479 s 2F AVENUE(DOWN 1.0').AGENCY:NGVD 1929 WALMART SUPERCENTER#2077-07 ■ 46039 z 29260 CENTRAL AVE WIVE ELSINORE,CA 92532 No. g� ' , 1 zo t SCALE: DRAWN: BB ON-SITE IMPROVEMENT PLANS SHEET aSOF REMON HABIB RCE 83 56 DATE 12/05/19 ,j. - �� 1° - 60� DEMOLITION PLAN FILE No. CITY ENGINEER JO UR E No. 46039 -DATE qrF oFVC U `� DATE: CHECKED: JP October 16, 2019 Fllename:P:\2008\200800888\-CURRENTDRAWINGS\_PRODUCTION FILES\ONSITE\200600688-C-10.0-DEMO Plot Date: 10/16/2019 11:29 AM BY:Noel 80-no - 1 2 3 4 5 16 7 8 1 9 1 10 1 11 12 1 13 1 14 15 16 17 - 18 1 19 120 -- � �X _X� \ { (17.6'J�(13.1') - ^\ � _ x .- � � 1305 I �i , 1 j 1305 \ \ �_ (E CIRCLE K 1 44.73) - \\ 1 i �. 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G 12su - - - -o t01 � , !�, s0lzso F //: (1289e93FL) 1290.11FL �,,� /�� /,.� (t289 / JOIN JOIN // - {/- - �'� - - /- - - - - - - - -/ I x x/ x F 11+88 x x z Scale: 20'H 4'V \SIN I \ DSYL/4' �� CRANE ST �� \1 \ 131 1310 / A \� l ix x �. �I �1�� _ D _ _---, _ �------------- I I I I i I 1 III--- ---- T � - -\ 'I Ic 1\ t I i -i, r� \ --------1i I \ 1305 1305 ; -- \ X ii �i J i i i I II I t' I I i (E)LA FITNESS 'i`\ It \ l I \ x } } ...L._ �.T y_ I i j_ ' H 31 LEGEND I DETE TAABLE WARNING 1300 j - ,. ..y- .1 1300 2.35" j _ 2l0 - -- PROPOSED PROPERTY LINE OO OO NO 20 GRAPHIC1 SCALE1020 "I 13004 i TAPERED EDGES �E-�; 1 } PROPOSED BUILDING ,`cn WHERE EXPOSED PARKING IN FEET -T + I 1 t _I PROPOSED CURB OR CURB AND GUTTER O O O rr L ( ) 1295 - 1295 O O O -}7 ANY 1 inch = 20 ft - -0 -0 -0 10 20 40 HEAVY DUTY AC PAVEMENT:4.5"ASPHALT CONCRETE PAVEMENT 1 WITH 6"CLASS II AGGREGATE BASE COMPACTED TO 95%OF 1n ELEVATION NOTE: TIME I - - DETECTABLE WARNING SHALL BE YELLOW MAXIMUM DRY DENSITY AND 12'MAXIMUM COMPACTED FY- 1 ,2 a O O O O CONFORMING TO FS 33538 OF FEDERAL SCOIe:(20')H�(4')V COMPACTED TO 95%OF MAXIMUM DRY DENSITY- 11,230 SF - STANDARD 595C X�_X7 SLOPE ARROW - - O O O R R -XX PROPOSED CONTOUR R7-1 ----XX---- EXISTING CONTOUR NO PARKING ANY TIME PLAN 30' 30' TRUNCATED DOMES DETAIL NO PARKING SIGN DETAIL I 4.5' 16, 1 16" 4.5' r I J Pcc SIDEWALK NTS I1T3 CONSTRUCTION NOTES 3•i.,uaa,'�2% z� 29 29 I „`'""x --- PROPOSED GRADE BREAK REM DESCRIPRON 011ANT11Y UNIT F " .r - - - - PROPOSED DAYLIGHT LINE W PAVEMENT DIRECTIONAL MARKINGS. SEE DETAILS W AND Vl',SHEET C-6.2. 1 FA O 3.Y (P)6"CURB& (P)6"CURB& O STOP-SIGN. SEE DErAiLs'a'AND'at',SHEET C-6.0. 1 EA GUTTER GUTTER PAINTING STRIPING LEGEND ABBREVIATIONS Qa STOP BM.SEE DErAIL'"'SHEET C-6.2. 1 FA ALLAN STREET TYPICAL SECTION K SSWL/4" SINGLE SOLID WHITE LINE/4"WIDE TC TOP OF CURB O 'W TURN ONLY SIGN PER oErAIL'h',SHEET C-80. 1 EA 10+25.47 TO 11+50.82 SSWL/8" SINGLE SOLID WHITE LINE/8"WIDE FS FINISHED SURFACE O w TpMSTRtIcr cRoss curtER PER calNrr of RIVERSIDE slD.No.z� 886 � 12+21.56 TO 13+82.48 SSYL/4" SINGLE SOLID YELLOW LINE/4"WIDE FL FLOWUNE x consrRucr cuRe RAMP rasE a PER couNTr OF RNERSIDE STD.No.403 3 EA V®10' DSYL/4" DOUBLE SOLID YELLOW LINE/4"WIDE TG TOP OF GRATE O SBWL/4" SINGLE BROKEN WHITE LINE/4"WIDE EACH TOP TOP OF STRUCTURE OR CASTING © DEXTER AVE CONSTRUCT 36'-DEEP SECTION OF YELLOW TRUNCATED DOMES PER DETAILS ON SHEET C-11.0 3 FA Ii SBWL/8" SINGLE BROKEN WHITE UNE/8"WIDE EACH TW FINISHED GRADE®TOP OF WALL SBYL/4" SINGLE BROKEN YELLOW LINE 4"WIDE EACH Bill FINISHED GRADE®BOTTOM OF WALL O NO PARKING SIGN PER DETAIL ai SHEET c-11.O T EA / HP HIGH POINT DBYL/4" DOUBLE BROKEN YELLOW LINE/4"WIDE EACH LP LOW POINT ® PLACE SIDEWALK MOUND OBSTRUCTIONS PER CITY STD.M NO.213 1 EA L CONSTRUCT 6'CURB&GUTTER PER CRY STD.M.NO.200 860 LIF r`-'-16z P ALLAN ® 2' IN. 2' S' 5' STREET DEWATERING NOTE' ® CONSTRUCT 6"CURB PER CITY SID.DWG.NO.202 25 LF 6% O% CONTRACTOR SHALL CONTACT ALERT TO CONTRACTOR: - --► � �= �- 811 FOR LOCATION OF ALL ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK,FINAL UTILITIES,AND FINAL GRADING)BY THE MILESTONE ® DONSMUCT CONNMUOUS SIDEA'ALK PER CITY STD•DWG.NO.210. WIDTH PER PUN' W9 SF (P)GRIND&0.1'MIN.AC DATE IN PROJECT DOCUMENTS.OUTLOT AREA TO BE KEPT FREE OF JOB TRAILERS AND STORAGE AFTER THE CONTRACT MILESTONE WHEN PERFORMING GRADING OPERATIONS DURING PERIODS AN CONSTRUCT 4.5"HEAVY DUTY ASPHALT CONCRETE PAVEMENT WITH 6'CLASS 14 GRADED AGGREGATE - OVERLAY,MATCH PAVEMENT (P)CROSS GUTTER FL UTILITIES, T LEAST 72 HOURS DATE FOR THE OUTLOT.WM GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUTLOT CONTRACTOR TO THE SPECIFIC PARCELWET WEATHER,PROVIDE ADEQUATE DEWATERING,DRAINAGE,AND BASE COMPACRD TO 95x OF MA%IMUM DRY DENSRY MD 12'COMPACTED SUBGWNE CNIPACim TO 11230 SF P SAWCUT&8" IN.AC (P)8"MIN.PCC PRIOR TO BEGINNING GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. ® () AT ALL TIMES AFTER MILESTONE DATE.PURCHASER OF OUTLOT TO PROVIDE PERMIT DOCUMENTS AND SWPPP REQUIRED BY 95%OF MAXIMUM DRY DINSIY. OVERLAY,MATCH PAVEMENT CONSTRUCTION A LDCAL REQUIREMENTS FOR SPECIFIC OUTLOT. REFER TO MASTER SITE SPECIFICATIONS. JJ LL n AA //�� ® SAWcur PAVEMENT AND REPIACEMENT PawAD1r TO MATCH E%ISTING. 'J72 � CROSS GUTTER TYPICAL SECTION M /_b. E3•V• !"7'LO ® GRIND AND OVERLAY PAVEMENT.REPLACEMENT PAVEMENT TO MATCH EXISTING. 350 SF 1" 10' THESE PLANS HAVE BEEN REVIEWED FOR COMPUANCE 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 Q{N E7 DESIGNATOR#3433 AGENCY:RWRSIDE COUNTY TRANSPORTATION COMMISSION. CITY OF LAKE ELSINORE 1 2'BRASS DISC WITH 10" ADDED ALLAN STREET&CRANE STREET(PRIVATE STREETS) 9/27/19 /��eenber�F�rrOW Irvine,CA92614 'QaNN0URl9��li' CONCRETE COLLAR.LOCATION:SOUTHWEST NT ECORNER DCENTRAL AVENUE AND CAMBERN C-11 0 t:949 296 0450 t:949 296 0479 AVENUE(DOWN 1.0').AGENCY:NOVO 1929 WALMART SIIPERCENTER�#2077-07 ■ Na 46039 29250 CENTRAL AVE LANE ELSNNNIE,CA 92532 3� Exp. 12o N SCALE: DRAWN: BB ON-SITEINIMTEMENT PLANS 0NS SHEET -23-� 1" = 20' REMON HABIB RCE 83156 DATE 12/05/19 'rygr IVI •�,! PRIVATE STREET FILE No. CITY ENGINEER JO URZ , E No. 46039 DATE P of CAVE DATE: CHECKED: JP November 19, 2019 Filename:P:\2008\200800688\-CURRENTDRAWINGS\-PRODUCTION FILES\NSITE\200800688-C-11.0-DWY Plot Data: 11/20/2019 10:39 AM BY:Noel Briseno 1 1 2 3 4 5 1 6 7 8 1 9 110 11 1 12 1 13 114 15 16 - 17 1 18 19 1 20 GENERAL NOTES A. PROJECT OFFICE WALL SWPPP POSTINGS: THE FOLLOWING ITEMS MUST BE POSTED TOGETHER IN A SINGLE, ORGANIZED LOCATION ON A WALL INSIDE THE PROJECT "' A OFFICE: 1)SWPPP SITE MAPS(ALL PHASES); 2)SWPPP DETAIL SHEETS; E MAP SHOWING LOCATION OF ODE IMPORT OR EROSION & SEDIMENT CONTROL PLANS FOR:EXPORT FACILITY; 4) REVISIONS TO DETAILS, SITE MAPS, OR SWPPP-RENTED RFl FIN S; 5) SITE SWPPP BINDER; 6) SWCT PLACARD; 7) CURRENT OWNER STORMWATER COMPLIANCE TRAINING CERTIFICATES FOR SUPERINTENDENT(S) AND COMPLIANCE OFFlCER(S);AND 8)CERTIFICATIONS AND/OR TRAINING CERTIFICATES REQUIRED TO PERFORM INSPECTIONS BY THE APPLICABLE CONSTRUCTION GENERAL PERMIT OR AUTHORITY HAVING JURISDICTION. B. PERMITTED PROJECT AREA: FOR PURPOSES OF THIS SWPPP AND ASSOCIATED STORMWATER PERMIT, 'PERMITTED PROJECT AREA' IS DEFINED AS ANY AND Al AREAS WITHIN THE PROJECT LIMITS OF DISTURBANCE, AS SHOWN ON THE SWPPP SITE MAPS AND IDENTIFIED IN THE TO 8 NOTICE OF INTENT TO THE AGENCY. ALL GRDUND-DISTURBING AND CONSTRUCTION-RELATED ACTIVITIES (MATERIAL STORAGE, Wa I m a r t DUMPSTERS, PARKING AREAS, PROJECT OFFICE TRAILER, ETC.) MUST BE INCLUDED WITHIN THE PERMITTED PROJECT AREA UNITS OF DISTURBANCE. OFFSITE AREA(S)TO BE DISTURBED AS PART OF THIS PROJECT(NOT ON OWNER PROPERTY): ALL AREAS OUTSIDE THE PERMITTED PROJECT AREA (I.E., WAITS OF DISTURBANCE) ACQUIRED FOR USE BY THE GC OR A S u P E R C E N T E R ®� �O 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 O r C STORAGE AREAS FOR THE PROJECT WITHIN THE UNITS OF DISTURBANCE THE CONTRACTOR MAY REQUEST USE OF OFF-SITE s LOCATIONS FOR OFFICE TRAILERS OR NON-ERODIBLE MATERIAL STORAGE;HOWEVER,APPROVAL MUST WILL OBTAINED FROM THE - CONSTRUCTION MANAGER,THE CEC AND THE DUAL-MART SWCT PRIOR TO THDR USE. REQUESTS WILL BE REVIEWEDCENTRAL AVENUE (74) & CA M S E R N AVENUE ON A T'=• CASE BY CASE BASIS AND IF APPROVED,LIMITATIONS ON USE WILL BE PROVIDED BY THE CEC. C. SPECIAL PROJECT AREAS: 1�r. THERE ARE NO SPECIAL PROJECTS, LOCATED BEYOND THE OWNER PERMITTED PROJECT AREA, REQUIRING INSPECTION AND CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, CALIFORNIA MAINTENANCE ASSOCIATED WITH THIS CONSTRUCTION PROJECT. = CITY EROSION CONTROL NOTES CITY EROSION CONTROL NOTES(CONY.) 0.1 NON-STORMWATER DISCPERMIT FOR USGSI l"ADRANGLE MAP D THE GENERAL PERMIT FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES PROHIBITS MOST ALL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE WITH CITY OF TAKE ELSINORE ORDINANCE NOS.802,882,772, 1258,529, 1004, 11.DISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY DEWAIERENG GROUNDWATER THAT HAS INFILTRATED IN LTRAI FO THE CONSTRUCTION SITE IS 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. DISCHARGING NONCONTAMINATED GROUNDWATER PRODUCED BY MUTTERING ACTIMIES MAY REQUIRE A NATIONAL POLLUTANT DURING CONSTRUCTION ON THIS PROJECT,ARE INCLUDED IN THE SECTION II 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 EE 12.STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER ANY SLOPES WITHOUT PERMANENT DOWOZANS DIUXLED.EROSION AND SEDIMENT a.CLEAN WATER,ORIGINATING FROM A PUBLIC 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 ARID PRIVATE PROPERTY FROM CONTROLS INCLUDING MAINTENANCE ARE REOUIRED ON ALL EXPOSED SLOPES UNTIL SUFFICIENT PON"LANDSCAPING HAS BEEN bb..UNCONTAM��S GROUNDWATER,IN ACCORDANCE WITH APPLICABLE LOCAL GROUND WATER IEWATERING DDAMAAGEE FRADING ROM EROSION,FLOODING OR THE DEPOSITION OF MUD OR DEBRIS WHICH MAY ORIGINATE FROM THE SITE OR RESULT FROM SUCH 13.VEGETATION CLEARING SLOPE PROTECTIONBRUSHING A MUST BE CTMR'IES IN PLACE NOT RI THE ISSUANCE DURING THE F T SEASON CERTIFICATE O WHICH CH AN ADEQUATELY SITE PROTECTED WITH OESILTLNG BASINS OR OTHER TEMPORARY DRAINAGE OR CONTFIOL IEASURES.STOCKPLLES OF SOIL SHAD.SE PROPERLY CAMBERN TAVENUE BEST MANAGEMENT PRACTICES (BMPS) MUST BE IMPLEMENTED FOR THE GENERAL PERMIT ALLOWABLE DISCHARGES FOR THE 1.ALL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE WITH CUP!OF LAKE ELSINORE ORDINANCE SECURED WITH BMP'S TO ELIMINATE OR REDUCE SEDIMENT TRANSPORT FROM THE SITE TO STRUTS,DRAINAGE FACILITIES OR ADJACENT DURATION OF THE PERMIT. THE TECHNIQUES DESCRIBED IN THIS SWPPP FOCUS ON PROVIDING CONTROL OF POLLUTANT NOS.529,772,802,882. 1004, 1258,CONSTRUCTION SITE BEST MANAGEMENT PRACTICES(BMP'S),AND STANDARDS OUTLINED WITHIN THE PROPERTIES WA RUNOFF,VEHICLE TRACKING,OR WIND. E 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 SE COVERED;ACTIVE STOCKPLES SHALL BE COVERED PRIOR TO A 2.THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR ANY DISCHARGES BY SUBCONTRACTORS. FORECASTED RAIN. NON-STORMWATER COMPONENTS OF SITE DISCHARGES MUST BE UNCONTAMINATED NON-TURBID WATER. ALL 3.IN CASE OF EMERGENCY,CALL (RESPONSIBLE PERSON)AT (24-HOUR PHONE 15.SPECIAL ATTENTION SHALL BE GMEN TO PREPARATION AND INSTALLATION OF THE RAIN EVENT ACTION FLAN(REAP)AS REQUIRED BASED ON W NON-STORMWATER DISCHARGES MUST SE ROUTED TO A STORMWAIER CONTROL PRIOR TO DISCHARGE. WATER USED FOR NUMBER). SITE RISK LEVEL.OR AS MANDATED BY THE SANTA ANA REGIONAL BOARD NPDES PERMIT,GENERAL P£RIR1'-CONSTRUCTION ACIWM. w 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 WITHOUT THE APPROVAL OF THE DIRECTOR OF PUBLIC 16.AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY,ALL CONSTRUCTION DEERMS AND WASTE MATERIALS SHALL BE COLLECTED AND y APPROVED BY THE STATE HEALTH DEPARTMENT. WATER USED FOR CONSTRUCTION THAT DOES NOT ORIGINATE FROM AN WORKS OR,IN AN EMERGENCY, NTT THE PERSONRESPONSBLE FOR GRADING OPERATIONS. PROPERLY DISPOSED OF IN TRASH OR RECYCLE BINS. Z i w LU APPROVED PUBLIC SUPPLY MUST NOT DISCHARGE FROM THE SITE; IT CAN DE RETAINED IN RETENTION PONDS UNTiL IT 5.AREAS THAT ARE CLEARED AND GRADED SHALL BE UNITED TO ONLY THE PORTION OF THE SITE THAT IS NECESSARY FOR CONSTRUCTION.THE 17.THIS SITE WAS OBTAINED A NATIONAL POLLUTION PREVENTION RUMINATION SYSTEM(NPDES)PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL n IY o 1n INFILTRATES OR EVAPORATES. WHEN NON-90RUWATER IS DISCHARGED FROM THE SITE, IT MUST BE DONE IN A MANNER CONSTRUCTION SITE SHALL SE MANAGED TO MINIMIZE THE EXPOSURE TIME OF DISTURBED SOIL AREAS THROUGH PHASING AND SCHEMING OF STORM WATER DISCHARGES. rn y ❑ SUCH THAT T DOES NOT CAUSE EROSION OF THE SOIL WRING DISCHARGE. GRADING AND THE USE OF TEMPORARY AND PERMANENT SOIL STABILIZATION. NPDES WW DATE WDID ISSUED: N F 6.ONCE DISTURBED,GRADED SLOPES EXCEEDING A 3:1 RATIO AND/OR TEN(10)FEET IN HEIGHT(TEMPORARY OR PERMANENT)SHALL BE 18.THE UNDERSIGNED CIVIL ENGINEER,A QUALIFIED OSP AND/OR OW WILL REVIEW PLACEMENT OF EROSION CONTROL 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 SMALL BE STABILIZED 24 HOURS PRIOR TO IN ACCORDANCE WITH THE APPROVED PLANS. tM PROCESS WATER SUCH AS POWER WASHING WATER AND CONCRETE CUTTING EFFLUENT,AMONG OTHERS, MUST BE COLLECTED A PREDICTED STORM EVENT.CONSTRUCTION SIES SHALL BE REVEGETATED AS EARLY AS FEASIBLE AFTER SOIL DISTURBANCE AND WITHIN 7-DAYS Q 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 NO.) (EXP)(DATE) ALL DISCHARGE POINTS MUST BE INSPECTED TO DETERMINE WHETHER EROSION AND SEDIMENTATION CONTROL MEASURES ARE 8'THE CONTRACTOR SMALL BE RESPONSIBLE AND HAVE SIGNS POSTED ON THE SITE TO WARN AGAINST PUBLIC TRESPASS INTO AREAS WHERE WATER IS IMPOUNDED. J CORD EFFECTIVE IN PREVENTING DISCHARGE OF SEDIMENT FROM THE SITE AND/OR IMPACTS TO RECEIVING WATERS. SEDIMENT 9•OUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. HAZARDOUS MATERIAL MANAGEMENT&SPILL REPORTING NA FREEWAY �R_ 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. ANY HAZARDOUS OR POTENTIALLY HAZARDOUS MATERIAL THAT IS BROUGHT ONTO THE CONSTRUCTION SITE SHALL SE HANDLED PROPERLY TO - -TAB 14,SEDIMENT RELEASES,OF THE 02370 SPECIFICATION)AND THE POTENTIAL UPSTREAM CAUSE SHALL BE INVESTIGATED 11,DESILiiNG FACILITIES AT ALL DRAINAGE INLETS FOR THE GRADED SITE SHALL BE DESIGNED FOR A TWENTY-FIVE(25)YEAR,SIX(6)HOUR REDUCE THE POTENTIAL FOR STORMWATER POLLUTION. ALL MATERIALS USED ON THIS CONSTRUCTION SITE SHALL DE PROPERLY STORED,-HANDLED, V 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: DISPNSED AND DISPOSED OF FOLLOWING ALL APPLICABLE LABEL. DIRECTIONS. MMMAEUE AND COMBUSTIBLE LIQUIDS SHALL. DE STORED AND DISCHARGED SEDIMENT THAT MAY SE OUTSIDE OF THE UNITS OF DISTURBANCE. SEE SAMPLING AND MONITORING OF A)DESILTING BASIN VOLUME BASED ON GRADIENT AND NATURE OF SOILS. HANDLED ACCORDING TO APPLICABLE REGULATIONS, AND, AT A MINIMUM, ACCORDING TO 29 CFR 1926.152. ONLY APPROVED CONTAINERS AND EFFLUENT PUN(IF APPLICABLE). 8)THE EXTENT OF ALL GRADED AREAS AND IDENTIFICATION OF ANY TEMPORARY SOIL STABILIZATION MEASURES, PORTABLE TANKS SMALL BE USED FOR STORAGE AND HANDLING OF FLAMMABLE AND COMBUSTIBLE UOUIDS. 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 SIZE FOR ANY AND ALL APPLICABLE MATERIALS. HOWEVER,MSDS MAY SITE LOCATION MAP A. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THIS STORM WATER POLLUTION PREVENTION E)OUTLET CONDITIONS FROM THE DESILMMG BASIN SHALL NOT EXCEED DOWNSTREAM LIMITATIONS,WITH THE EXCEPTION OF OVERFLOW,WHICH IS ALSO BE ACCESSED VIA TELEPHONE OR OTHER ELECTRONIC MEANS OR APPARATUS. NOT TO SCALE TO BE DESIGNED TO PROVIDE CAPACITY OF 1.5 TIES THE MAXIMUM DESIGN FLOW. PUN. ADDITIONAL BEST MANAGEMENT PRACTICES SMALL DE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL 12.NECESSARY MATERIALS SMALL BE AVAILABLE ON-SEE AND AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY IN THE EVENT OF AN ACCIDENTAL SPILL, IMMEDIATE ACTION SHALL BE TAKEN BY THE GC TO CCAITAN AND REMM THE SPITED 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 WITHIN 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 APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING 13.BMPS SHALL BE MAINTAINED AND INSPECTED DAILY TO MINIMIZE AND/OR PREVENT THE ENTRAINMENT OF SOIL IN RUNOFF FROM DISTURBED ALL HAZARDOUS MATERIALS, INCLUDING CONTAMINATED SOIL AND LWUIO CONCRETE WASTE, SHALL iE DISPOSED OF BY THE CONTRACTOR IN THE AGENCY OR OWNER. SOIL AREAS ON CONSTRUCTION SITES.ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVICES SHOWN SHALL BE IN PLACE AT THE END OF MANNER SPECIFIED MATERIALS, FEDERAL,STATE AND LOCAL CONTAMINATED SOIL AND BY T14CO BETEMANU WASTE, MA SUCH PRODUCTS. 30.ES-I TIRE SHEET EACH WORKING DAY WHEN THE FOUR(4)DAY RAN PROBABILITY FORECAST EXCEEDS FORTY PERCENT(40%). 31.ES-2 SWPPP IMPLEMENTATION SEQUENCE AND UNITS 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 SHAD.BE REMOVED FROM CHECK BERMS,ONSITE PUBLIC DRAINS AND THE GC 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 PIPES OF ADJACENT PROPERTIES AND DESILTING BASINS AND THE BASINS PUMPED DRY.ANY GRADED SLOPE BMPS DAMAGED 33.15-4 PHASE 11 -EROSION&SEDIMENT PLAN OR REGULATED WETLANDS MUST BE MAINTAINED ON 511E AT ALL TIMES. MATERIALS IN EXCESS OF 1 GALLON OR REPORTABLE QUANTITIES, NINCHEVER IS LESS, ON THE DAY OF THE SDI THE GC SHALL PROVIDE WRING A RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED.FAILURE TO PROVIDE EFFECTIVE MAINTENANCE MAY RESULT IN PENALTIES. NOTICE TO OWNER, VIA THE ONLINE CRITICAL INCIDENT REPORT, IMMEDIATELY UPON IDENTIFICATION OF ANY SPILL SPILL REPORT FORMS ARE 34.ES-5 SCHEDULES,INFORMATION AND SUMMARY TABLES 16. DISCHARGING OF CONTAMINATED SOTS BE SURFACE EROSION IS PRNATION 35.ES-6 DETAILS D. CONTRACTOR TO LIMIT DISTURBANCE OF SITE IN STRICT ACCORDANCE WITH SWPPP IMPLEMENTATION SEQUENCE, OR AS AVAILABLE IN THE ONLINE SWPPP REPORTING SYSTEM PROVIDED BY THE OWNER. COPES OF SPILL CRITICAL INCIDENT REPORTS SHOULD BE 16.CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A COMBINATION OF ROCK AND SHAKER PLAITS 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 N TIME 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 OEM 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 STABIUZED 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 OUCRED 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 F. DISTURBED PORTIONS OF 71# SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY SEDIMENTS BMP•S FROM THE CALIFORNIA STORM WATER QUALITY ASSOCIATION (CASOA)HANDBOOK/WEBSTTE FOR CONSTRUCTION TO RETAIN CONTACT:JOHN NOURZAD DEVELOPER/OWNER SEDIMENTS AND POLLUTANTS OF CONCERN FROM AREAS DISTURBED ONSITE TO THE MAXIMUM DIM PRACTICABLE DURING ANY PHASE OF TO MINIMIZE THE P07ENM FOR A SPILL OF PETROLEUM PRODUCT OR HAZARDOUS MATERIALS TO COME IN CONTACT WITH STOhMWATER, THE 30 EXECUTIVE PARK,STET 100 WAL•-MART REAL ESTATES STABILIZED AS SHOWN ON THE PLANS. THESE AREAS SHALL BE SEEDED, SODDED, AND/OR VEGETATED IMMEDIATELY, AND CONSTRUCTION OPERATIONS.FOR ALL OTHER 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 ACTMII'OCCURRING IN THESE AREAS. REFER TO THE ARE IMPLEMENTED TO RETAIN SEDIMENTS AND POLLUTANTS OF CONCERN FROM AREAS DISTURBED ONSRE TO THE MAXIMUM EXTENT PRACTICABLE. T:(949)296-0450 2001 SE 10TH STREET J 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 BENTONVILLE,AR BY FIELD CONDITIONS TO PREVENT EROSION AND/OR THE INTRODUCTION OF POLLUTANTS INTO EXISTING PUBLIC STREETS AND/OR ONTO CHEMICALS,ACIDS, BASES, PANTS, PANT SOLVENTS,ADDITIVES FOR SOIL STABILZATO 9-204N,CONCRETE,CURING COMPOUNDS AND ADDITIVES,ETC., 72 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 479-204-1195 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. SMALL BE KEPT ON-SITE AND MADE AVAILABLE UPON REQUEST OF A REPRESENTATIVE OF THE REGIONAL WATER QUALITY CONTROL BOARD 2)THE MINIMUM PRACTICAL QUANTITY OF ALL SUCH MATERIALS SHALL BE KEPT ON THE JOB SITE AND SCHEDULED FOR DELIVERY AS CLOSE TO (RWQCB)-SANTA MA REGION AND/OR THE CITY OF LAKE ELSINORE. TIME OF USE AS PRACTICAL H. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT,THE CONTRACTOR SHALL BE RESPONSIBLE FOR 3.CONSTRUCTION SITES SHAM BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF ADJUSTING THE EROSION AND SEDIMENT CONTROL MEASURES (SILT FENCES, ETC.) TO PREVENT EROSION AND POLLUTANT THE SITE.DISCHARGES OF MATERIAL OTHER THAN STORM WATER(NON-STORM WATER)ARE PROHIBITED EXCEPT AS AUTHORIZED BY AN 3)A SPILL CONTROL AND CONTAINMENT KIT(CONTAINING FOR EXAMPLE,ABSORBENT MATERIAL SUCH AS K17TY UTTER OR SAWDUST,ACID, BASE, UPERINTENDENT. - 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 K 4.POTENTIAL POLLUTANTS INCLUDE SLIT ARE NOT UNTIED TO:SOLID OR LIQUID CHEMICAL SPILLS;WASTES FROM PAINTS,STAINS,SEALANTS, PROVIDED AT THE CONSTRUCTION SITE AND ITS LOCATIONS SHALL BE IDENTIFIED WITH LEGNLE SIG IAGE AND SHOWN ON SiTE MAPS. IMPORTANT: GC MUST SIGN ALL PLAN SHEETS AND I I. N MEASURES STATED ON THIS SITE MAP,AND E THE STORM WRIER POLLUTION PREVENTION PLOW, SHAM BE MAINTAINED 4. DETERGENTS,GLUES,LINE,PESTICIDES,HERBICIDES,FERTIUZERS,WOOD PRESERVATIVES,AND ASBESTOS FIBERS,PAINT FLAKES OR a THE SPILL CONTROL AND CONTAINMENT KIT SUPPLE SHALL BE OF SUFFICIENT QUANITES AND APPROPRIATE CONTENT TO CONTAIN A ANY NEW PLAN SHEETS ISSUED BY THE CEC. N FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION STUCCO FRAGMENTS;FUELS,OILS LUBRICANTS,AND HYDRAULIC,RAD14TOR OR BATTERY FLUIDS;CONCRETE AND RELATED CUTTING OR CURING SPILL FROM THE LARGEST ANTICIPATED PIECE OF EQUIPMENT AND FROM THE LARGEST ANTICIPATED QUANTITIES OF PRODUCTS STORED ON 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; THE SITE AT ANY GIVEN TIME. TO REPORT ALL SIGNIFICANT RELEASES OR ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT,WHICHEVER IS MORE STRINGENT,AND REPAIREDAND SUPER-CHLORINATED POTABLE WATER FROM LINE FLUSHING AND TESTING.DURING CONSTRUCTION,DISPOSAL OF SUCH MATERIALS SHOULD b.CONTENTS SHALL BE INSPECTED DAILY DURING THE DAILY STORMWATER INSPECTION. THREATENED RELEASES OF HAZARDOUS MATERIALS, IN ACCORDANCE WITH THE SITE FLANS. OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE PHYSICALLY SEPARATED FROM POTENTIAL STORM WATER RUNOFF,WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL,STATE AND FEDERAL REQUIREMENTS. CONTRACTOR SHALL CONTACT 811 CONTRACTOR SHAM 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 SMALL BE STORED IN AND USED FROM THE ORIGINAL CONTAINER WITH THE ORIGINAL PRODUCT LABEL CONTAINERS MUST BE FOR LOCATION OF ALL UTILITIES, CALIFORNIA O.E.S.HAZARDOUS MATERIAL UNIT.FIRST MANAGEMENT AFTER CONSTRUCTION,ARE INCLUDED IN THE CONTRACT DOCUMENTS.THE SITE-SPECIFIC POST CONSTRUCTION WATERS OR THE LOCAL STORM DRAIN SYSTEM. STORED IN A MANLIER TO PROTECT THEM FROM THE ELEMENTS AND INCIDENTAL DAMAGE. CALL 9-1-1 (OR LOCAL EMERGENCY RESPONSE STORM WATER OPERATION AND MAINTENANCE(0&M)MANUAL IS INCLUDED IN THE CONTRACT DOCUMENTS, 6.APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS,WASTES,SPILLS OR RESIDUES SHALL DE IMPLEMENTED TO ELIMINATE OR REDUCE AT LEAST 72 HOURS PRIOR.TO AGENCY)THEN CAL THE GOVERNOR'S OFFICE OF L TRANSPORT FROM THE SITE TO STREETS,DRAINAGE FACILITIES,OR ADJOINING PROPERTIES BY WIND OR RUNOFF. 5)ALL PRODUCTS SHALL BE USED IN STRICT COMPLIANCE WITH INSTRUCTIONS ON 714E PRODUCT LABEL BEGINNING CONSTRUCTION EMERGENCY SERVICES(O.ES.),CAUFORNIN STATE K. AL PERMANENT CONTROLS AND SYSTEMS MUST BE INSTALLED AND FUNCTIONING AS DESIGNED AND FREE OF ACCUMULATED 7.MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED.FUEL TANK,PORTABLE TOILETS,LIQUIDS,GELS AND POWDERS SHALL HAZE WARNING CENTER AT: SEDIMENT AND DEBRIS DURING FINAL PROJECT INSPECTION AND APPROVAL SECONDARY CONTAINMENT AMD BE STORED AWAY FROM ALL PRIVATE I PUBLIC STORM WATER CONVEi'ANICE SYSTEMS,SIDEWALKS, 6)TME DISPOSAL OF EXCESS OR USED PRODUCTS SHALL BE IN STRICT COMPLIANCE WITH INS7R{CTICAIS ON THE PRODUCT LABEL AND 1-SM-852-7550 RIGHTS-OF-WAYS AHD FLOW-LINES. REGULATIONS. ALERT TO CONTRACTOR: ALERT TO CONTRACTOR: B.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 SMEMORK FOR THE WAL-MART PORTION OF THIS PROJECT SHALL 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.OUTLET 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 OUTLOT CONTRACTOR TO THE 10.ALL CONSTRUCTION CONTRACTORS AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE REQUIRED BMP'S AND GOOD AREAS IDENTIFIED IN THE SWPPP OR IN THE FIELD,TO BE PROTECTED SPECIFIC PARCEL AT ALL TIMES AFTER MILESTONE DATE.PURCHASER OF OUTLOT TO PROVIDE PERMIT DOCUMENTS AND SWPPP HOUSEKEEPING MEASURES FOR 114E CT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS. Z.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR LIITLRY (SUCH AS,NATURAL BUFFERS,TREES,HABITATS OF ENDANGERED/ M REQUIRED BY STATE/LOCAL REQUIREMENTS FOR SPECIFIC OUTLOT. �'V 3 !g C�ECTION A�S 1 BE IERFORMED PRIOR TO CONTRACT COMPLETION AND THE FINAL THREATENED SIEGES,HISTORIC PROPERTIES,ETC.). MARK REVISIONS APPR. DATE OFESE PLANS HAVE BEEN REVIEWED FOR COMPUMCE DEVELOPMENT AND/OR CITY AND STATE LAWS,AND ATH THE PERMTAWAY BEIATE ISSUED.NDITONS PREPARED BY: 30 Executive Park,Suite 100 SEAL ,� BENCHMARK.DESIGNATION/3433 AGENCY:RIVERSIDE COUNTY T CITY OF LAKE ELSINORE DRAWING NUMBER: RANSPORTATION COMMISSION. reef I'#N1 Irvine,CA 92614 'oaN ASS DISC WITH 10 N0Ug2'O CONCRETE COLLAR.LOCATION:SOUTHWEST TION: 1316.96 FEET,MONUMENT ECORNER CENTRAL AVENUE AND CAMBERN ES 1 . I Ytpl t:949 296 0450 f:949 296 0479 ¢ AVENUE(DOWN 1.0').AGENCY:NGVD 1929 g3 "Ea.1281 20 SCALE: N A DRAWN: BB EROSION CONTROL SHEET_mF 7 MON HABIB RCE 63156 DATE 08108/19 �?qlf C1Y1 COVER SHEET p�``�! FILE No. AGAN6 CITY ENGINEER J OUR AD RCE No. 46039 DATE OF C DATE: CHECKED: JP April 10, 2019 I�F349 Fiona P:\2008\200800688\-CURRENTDRAWINGS\-PRODUCTION FILES\ONSITE\200800688-ES-1 -COVER Plet De.:4/10/2019 5:54 PM RY- N-1 Briaeno 1 1 2 3 4 5 6 7 8 9 10 111 12 13 14 15 16 - 17 18 19 120 \\ " !� - SWPPP IMPLEMENTATION SEQUENCE LEGEND gip". / A 1'• rrr // (J n /I % \JI „a i -��/r Jr NOTE:UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS:TRAILER,PARKING,LAY DOWN,PORTA-POTTY,WHEEL WASH,CONCRETE WASHOUT,MASONS AREA,FUEL AND MATERIAL STORAGE �•- '""1 1 ` AREAS'CONTAINERS,SOLID WASTE CONTAINERS,ETC.,IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS.IN l( J /� ( j I {� - / J ADDITION,NOTE ALL AREAS WHERE FILL IS IMPORTED FROM OR SOIL IS EXPORTED TO ON THE SITE MAPS. LIMITS OF DISTURBANCE DISTURBANCE LINT OF ��CA ERN \�-(-p f— = NOTE.DOWN SLOPE PROTECTIVE MEASURES MUST ALWAYS BE IN PLACE BEFORE SOIL IS DISTURBED.ACTIVITIES ARE PRESENT IN THE ORDER OR SEQUENCE IN WHICH THEY ARE REQUIRED TO BE COMPLETED. NRB4NCE�--._.`. `' J -` r`l-•,\ ! ( J IT OF _-- - t r --------- PERMITTED LIMITS OF DISTURBANCE LIM i .- \DISTURBANCE) ' �J /> `�{ F�L�J f( t�� '1 `0" ) f LINT OF t / �J-\- PHASE t-A J�) f v / { ( )\\ l\•'� / j .�''DISTURBNNCE ( j �•{_\ 1. INSTALL THE SWPPP INFORMATION SIGN AND POST REQUIRED DOCUMENTS NEAR THE PLANNED CONSTRUCTION EXIT,AND WITHIN EASY ACCESS TO THE GENERAL PUBLIC WITHOUT ENTERING THE LIMITS OF WORK II 1 1 / 1 f f�..• t 1 J (.;`✓ ( \ t SITR 2.- STAKEIFLAC THE LOD(WHERE STARING 15 NOT POSSELEIPRACTTCAL,THE LOB MUST BE CONSPICUOUSLY,AND PROMINENTLY,NABBED TO DENOTE THE BOUNDARY). LOD MUST REMAIN CONSPICUOUSLY MARKED THROUGHOUT THE ENTIRE CONSTRUCTION PROJECT.I I ! p { I 3. INSTALL PERIMETER SEDIMENT CONTROL BRIEFS IN THE VICINITY OF,AND DOWN GRADIENT FROM,THE LOCATION OF THE PLANNED CONSTRUCTION EXIT,CONSTRUCTION OFFICE TRAILER,AND 7 q_. r-- - TEMPORARY PARKING AND STORAGE AREAS.CLEAR ONLY THE MINIMUM AREA ABSOLUTELY NECESSARY TO INSTALL THESE PERIMETER CONTROL BMPS. \,�I y1 /W.•,,.r / rJ\..iJ /--.�,-\l/ \ \ \\ ( 1:...774 1 \ ) t 4. INSTALL STABILIZED CONSTRUCTION EXIT(S)WITH SEDIMENT TRAPS,AND SET THE PROJECT OFFICE TRAILER 5. INSTALL REMAINING PERIMETER SEDIMENT CONTROL BMPS,AS SHOWN ON THE SITE MAPS.CLEAR ONLY TTE MINIMUM AREA NECESSARY TO INSTALL PERMETER CONTROL BAPS 6. PREPARE TEMPORARY PARKING ANDSTORAGE AREA _ HALT ALL ACTIVITIES I I / -."✓ J_ �� !J ADVANCE IN ANTICIPATIOCONTACT THE CK TO PERFORM EN OF THE EXPECTED DATE THE ABOVE SEQUENCE ITEM WILL BE CO INSPECTION AND CERTIFICATION OF ITMAPS.BW TION MUST S TED)OCCUR BEFORE STORMWATER PRE-CONSTRUCTION MEETING.(THIS MAY BE SCHEDULED IN ti v--- _ I ALL EXCEPTIONS NOTED ON THE NO CERTIFICATION FORM MUST BE ADDED TO THE FIRST DALY REPORT AS DEFICIENCIES AND RESOLVED WITHIN 24-HOURS.HMPS ARE NOT TO BE CERTIFIED E 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,THE CERTIFICATION OF BMPS MUST BE RESCHEDULED.THE STORMWATER PRE-CONSTRUCTION MEETING MAY ONLY OCCUR AFTER BAPS CERTIFICATION IS COMPLETED. GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT THE STORMWATER PRE-CONSTRUCTION MEETING WITH THE CEC,OWNER'S CONSTRUCTION MANAGER,AGENCY(ES)AND SUBCONTRACTORS BEFORE PROCEEDING WITH CONSTRUCTION. 0 L \• \ 1 \A °7'-)rl' _ - "-_ I!) LINT OF j f 7111/jf( DAILY STORMWATER INSPECTION REPORTS IN THE ONLINE SWPPP REPORTING SYSTEM PROVIDED BY THE OWNER MUST START ON THE NEXT BUSINESS DAY AFTER THE BMP CERTIFICATION IS ,4 I i 1 / HI J 'j - (DINT t- J-DISTURBANCE n /6( ( SIGNED/CERTIFIED BY THE CEC. UNIT OF OF -jam ! r" )dd (lVy DISTURBANCE / S. CLEAR ONLY THE MINIMUM AREA ABSOLUTELY NECESSARY TO INSTALL SEDIMENT BAST N(S)AND TRAP(S),INCLUDING STOCKPILE AREAS NECESSARY FOR SPOIL FROM THESE REQUIRED STRUCTURAL \ I ( F ' W �J - I(( ✓ ,-, I (L 1i\• SEDIMENT CONTROL BMPS. I I 4 1— Y —'.; `ry �" 'J -N !lam' } 9. CONSTRUCT SEDIMENT BASINS'A'& WITH APPROPRIATE OUTFALL STRUCTURES,AS SPECIFIED ON SHUT ES-3. ( I( Y 11 'B'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. 1)/�f✓` /' h r \\\-,. 11. INSTALL HYDRAULIC CONTROL STRUCTURES(DIVERSION DIKES,DIVERSION SWALES,CHECK DAMS,ETC.),AS SPECIFIED ON SHEET ES-3. �I I J /;; ��j J (�•"\ J -.; f I/j 11\\'+_ 12. STABILIZE SIDE SLOPES AND FLOW LINE OF HYDRAULIC CONTROL STRUCTURES(DIVERSION DIKES AND SWALES)WITH SEED,FERT'I.IZER AND ROLLED EROSION CONTROL PRODUCTS OR OTHER r'\\� �'\ I 11, jJ t / / { EROSION RESISTANT LINING,AS SPECIFIED IN THE SWPPP. \ l } I f F PHASE 1 LIMITS OF WORK N.T.S (SEE OFF-STE EROSION CONTROL PLAN FOR ADDITIONAL LIMITS OF WORK) PHASE2 I. BEGIN CLEARING AND GRUBBING THE SITE.(PHASE CLEARING AND GRUBBING TO THE EXTENT PRACTICAL TO MINIMIZE THE AMOUNT OF AREA DISTURBED AT ANY POINT IN TIME) (• / / „-..� \ } _ w 2. BEGIN GRADING THE SITE. G LIMIT OF --�CA ERN \ \�(-•�--�— —ter 3. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. R / LIMIT OF ACE 4• TEMPORARILY STABUU,THROUGHOUT CONSTRUCTION IMMEDIATELY FOLLOWING THE COMPLETION OF THE MOST RECENT LAND DISTURBING/GRADING ACTIVITY,ANY DISTURBED AREAS, INCLUDING MATERIAL STOCKPILES THAT ARE SCHEDULED OR LIKELY TO REMAIN INACTIVE FOR 14 DAYS OR MORE. LIMIT OF S. IMMEDIATELY PERMANENTLY STABILIZE AREAS TO HE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. DISTURBANCE \ 6. INSTALL UTILITIES,UNDERDRAIIS,STORM SEWERS,CURBS AND GUTTERS. \ J I / / r LIMT OF' 1 1 \ 7. INSTALL RIP RAP AROUND OUTLET STRUCTURES AS EACH OUTLET STRUCTURE IS INSTALLED. J J DMT R NCE J / o S. INSTALL INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS EACH INLET STRUCTURE IS INSTALLED. 9. PREPARE SITEFORPAVING. 10' PAVE SITE. 11. INSTALL APPROPRIATE MET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES,PER BMF DETAILS. H �aR( f -"'-" )--- - 12. COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS,INCLUDING OUT LOTS AND PONDS 13. OBTAIN COONFIltM4TRXN FROM THE OWNER CONSTRUCTION MAFIAGFR(CM5)THAT THE SITE HAS BEEN FULLY STABILIZED AND ALL CONSTRUCTION HAS BEEN COMPLETED. THEN: )� /yggyg�; � 1 �l A REMOVE ALL REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES(BMPS), \� Tlt ��/ ! i B. STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF TEMPORARY BMPS,AND I I� LlI{ / f / C. ASK THE CM TO CONTACT THE CEC TO COMPLETE THE CEC FR&NOT SITE INSPECTION AND REPORT(ONLY CM MAY DO THIS). I' /Ul Y / 14. CONTINUE DAILY INSPECTIONS AND REPORTS UNTIL 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 THE OWNER NOTE:THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION-RELATED ACTIVITIES CONCURRENTLY,ONLY IF ALL PRECEDING BM1PS AND STABILIZATION ACTIVITIES HAVE BEEN COMPLETELY INSTALLED. BMP-RELATED STEPS IN THE ABOVE SEQUENCE ARE BOLDED FOR CLARITY.THE CBC MUST APPROVE,IN WRITING,ANY CHANGES IN THE ABOVE SWPPP IMPLEMENTATION SEQUENCE,BEFORE TIM IMPLEMENTATION BEGINS. - / / THE ESTAIATED DATES OF IMPLEMENTATION OF POLLUTION CONTROL MEASURES SHALL BE DOCUMENTED BY THE CONTRACTOR ON THE 901E EROSION/SEDIMENATION CONTROL OPERATION THE SCHEDULE ON ES-5. )i`.�..__ u I } LIMIT OF DE7!r NCE °NLIMIT OF ;ti...`;L ;iTll �tf `i J t,K \ MINIMIZATION OF DISTURBED AREAS: DEVELOPER/OWNER K / BI / \ _1 — "'—` ��- \\. WAL-MART REAL ESTATE /i r`4fl ,� \ ! (l/ I / {/ ( •t s\ ( \ 1. CONTRACTOR SHALL MANAGE CONSTRUCTION ACTIVITIES TO REDUCE BUSINESS TRUST �,� a • f )- N-� �� //f EROSION AND RETAIN SEDIMENT AND OTHER POLLUTANTS IN THE SOIL AT 2001 SE 10TH STREET THE CONSTRUCTION STE BENTONVILLE,Ni 72716-5570 l - — %!Jr d — l 2. CONTRACTOR SHALL MINIMIZE THE TIME BARE SOIL IS EXPOSED. 479-204-11 A 479-204-1195 •� l " ` �llitTFM 1fTC7TR• 1 (}(-` t,� I\{\) �/l 3. CONTRACTOR SHALL MINIMIZE SITE DISTURBANCE BY MINIMIZING THE SITE OPERATOR/GENERAL CONTRACTOR: PHASE 2 LIMITS OF WORK EX1�NT OF GRADING AND CLEARING TO EFFECTIVELY REDUCE SEDIMENT 'AEL N.T.S SUPERINTENDENT: (SEE OFF-STE EROSION CONTROL PLAN FOR ADDITIONAL LIMITS OF WORK) NOTE TO GC: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 AN POLLUTION CONTROL THE GO TO PROVIDE ET - CONTRACTOR $hViLL CONTACT 811 IMMEDIATE PERMANENT OR TEMPORARY POLLTIN CONNTT ROL MEASURES IMPORTANT: GC MUST SIGN ALL PLAN SHEETS ANDANY NEW PLAN SHEETS ISSUED BY THE CEC. - PRIOR TO CONSTRUCTION,GC MUST CLEARLY DELINEATE AND MARK OFF ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK,FINAL UTILITIES,AND FINAL GRADING)BY THE MILESTONE FOR LOCATION OF ALL UTILITIES, THE FIELD,TO BE PROTECTED DATE IN PROJECT DOCUMENTS.OUTLOT AREA TO BE KEPT FREE OF JOB TRAM AND STORAGE AFTER THE CONTRACT AT LEAST 72 HOURS PRIOR TO AREAS IDENTIFIEDIN THE SC MILESTONE DATE FOR THE OUTLOT.Will GENERAL CONTRACTOR TO PROVIDE CLEMT ACCESS FOR OUTLET CONTRACTOR TO THE BEGiW41NG CONSTRUCTION (SUCH AS,NATURAL BUFFERS,TREES,HABITATS OF ENIDNNGERED/ SPECIFIC PARCEL AT ALL TIMES AFTER MILESTONE DATE.PURCHASER OF OIIN.OT TO PROVIDE POW DOCUMENTS MD SIIPP Know what's below. P M Cal before you dig. THREATENED SPECIES,HISTORIC PROPERTIES,ETC.). REQUIRED BY STATE/LOCAL REQUIREMENTS FOR SPECIFIC OUTLET. THESE DEVELOPMENT AND/OR CITY AA14D STTATE LAWS,AND ATPERMT MAY BE H THE ISSUED CONDIUONS PREPARED BY: SEAL BENCHMARK: CITY OF LAKE ELSINORE DRAWING NUMBER: MARK REVISIONS APPR. DATE OF 3O Executive Park,Suite 100 / DESIGNATION AGENCY:RIVERSIDE COUNTY TRANSPORTATION COMMISSION. A b e er Farrow Irvine,CA92614 'Q�NNOUR290�6a ELEVATION: VATIO:CONCRETECO 16.9LLWtsLOCATION:NSOENT UTHWESTECORNER FOUND ENTRALAVENUUEANDCAMBERN ES-2 1 2'BRASS DISC WITH 10' ADDED ALLAN STREET k CRANE STREET(PRIVATE STREETS) 9/27/19 , t:949 296 0450 T.949 296 0479 ¢ AVENUE(DOWN 1.0').AGENCY:NOVO 1929 No. '6039 '° .SCALE:: DRAWN: BB' EROSION CONTROL /- 35 ?_3-zo EXP.12 1 2D AS NOTED SHEET�OF 42 REMON HABIB RCE 83156 - DATE -12/05119 ,,. C L �� SWPPP SEQUENCE&LIMITS OF FILE No. it qTs LY DATE: CHECKED: JP WORK CITY ENGINEER JO UR E No. 46039 DATE of cAU November 22, 2019 IQ'3�jQ Filename:P:\2008\200800688\-CURRENTDRAWINGS\-PRODUCTION FILES\ONSITE\200800688-ES-2-SEQ Plot Date: 12/4/2019 4:22 PM BY:Noel Briseno 1 1 2 13 14 15 16- 7 18 1 9 110 111 1 12 113 114 1 15 1 :16... 17 118 19 1 20 � ,� \ V / / r // ! y - \ I L J111111 L I \� �' \ j l t I 1 -' / I �16 \ r\ J i+) /J —, a+u� \ r \ N\ / / N � ``� , ' ,:3 EROSSTE ION NOTES B� LEGEND ep-M • ' / r--_./ -_. -`._.�.- — \y \ `\ �\.-i _.. n, -/ \ / ' /.., - PROPERTY/RIGHT-OF-WAY LINE I \e I _-'-- \ ■w= / - / SEE OFFSITE EROSION _ - ' I s^� LIMIT OF CAM�EI�I� 1 f % OFFdRE ;. -T — CONTROL PUNS.FOR — T w PROPOSED LIMITS OF DISTURBANCE - SEE OFFSITE EROSION �` DISTURBANCE�"`S,o — \IN�' y w�' CONTROL PUNS.FOR s, - as�sti"-` _ / / o •OMd,L'I5MAAC D2 T (�i.gz� CONTINUATION SEE o ``V , i�w� I r —"— CONSTRUCTION FENCE AND SILT FENCE. _ \ I_ CONTINUATION SEE i ,. '1) i y/ / w �p „� r t\ SHEET ES-9. \ I ( (NOTE CONSTRUCTION FENCING SHALL BE ___ -- _ ice / / SHEET ES-9. -_.. - __./ - _ SS Po / �\ \ j 1 I INSTALLED WITHIN THE PROPOSED LIMITS OF H ! 1 \`?g ��� =_-- 1 _ ~�\f r DISTURBANCE.SILT FENCING SHALL BE INSTALLED -- ✓i J- .• 1 ` - ° F— a ` _--` -(-° ! -T a as �•�� I.l I 1 INSIDE OF THE CONSTRUCTION FENCE. `\\ .q! �• / -�___ ,,,/ L I X.XX9 X.XX% DIRECTION OF OVERLAND FLOW.EXISTING B �l \ r 1 ! \ ' SEE OFFSITE EROSION 1p 1 1 S--.Z ,, I SLOPE SHOWN AS(X.XX%) •� -.../ 1 J 1 �\ \ I .STAGING ARIA 2'THICK /\ / \ 1 \� t, y CONTROL PLANS.FOR 1 ) 1 lop,31 111 ,' LIMIT OF /I Irf'r STORMWATER OUTFLOW I/ J \ s 'AGGREGATE BASE �.,_ SF CF CF SF t 1 �\ OI�rtE \ 1 CONTINUATION SEE N 1.., J I _,/ l / _., ) f --xxzx---- EXISTING CONTOUR ELEVATIONS �� 1)•� ' DISTURBANCE / I Flows INTO THE EXISDNG 30'SD ON DRaNE STREET I q�FTE \l ;�' 1 1\ ) // I !_ SHEET ES 9. 11\ ! xxxx PROPOSED CONTOUR ELEVATIONS / SF CF AND 78-So ON 3RD STREET,WHICH BOTH y g J \ \ `,/ t.� RCIERSECTKW WITH 50 MIL aVENUE,THEN ` ) Qq� 1 I \ / / / ON-SITE UMIT I 1 /' LIMITS OF DISNRBANCLIMITS OF DRAINAGE SE-BASIN N PRO%IAIAIELY±1.50 MILES SO THYffsT INTO LAKE ! I y , I ) / P 4 \ / I /^ /. DISTURBANCE III I ELSINORE RECEmNc waTEITS.LOCAL FlDN'RE'GUUIEo J �� .,,,,`` ? CONSTRUCTION FENCE)\ b I 1 II I / BY RIVERSIDE COUNITY. C`+ / ) _ ; r SEE OFFSITE EROSION ! j I I-- J rJ �J AND SILT FENCE. 1 j I I PROPOSED BUILDING OUTLINE C - \\ CONTROL PUNS.FOR ! NOTE SEDIMENT BASINS OUTFlAW ON THE / �/. r .)t \ / �, ~` CWl CE ) ( / - \ '- CF SF ' J III IP CONTINUATION SEE BEE PROPERTY.DTHEE-F_ ERs I I .. Psw,A �„' TP // L fi // 1 'fl11ST CONTROL' Y Y SEDIMENT BASIN CUT SLOPE(4:1) SHEET ES-9. IJ^ a " F t ,{ „ ✓ DST /+ \ I I I I II I I II AS 3RD STREET AND DEITER AVENUE M54 ry,. t 1 1 SEE SH�T I PRIOR TO DISCHARGE INTO LAKE FLSINORE I n 1a y.`� i .'``- _:% `.s 1 I p g J I \ ES-8 F`OR NOTE r )� \ 1 EROSION DETAILS I TRAILER I CONSTRUCTION l \\ 1 1 I (P)WALMART BUILDING. f -! I CE CONSTRUCTION ENTRANCE/EXIT. ' "'% ENTRANCE/EXIT SEDIMENT, P _ �' �_ 1 \ ! '1 FOOTPRINT\ ! \ OFF-SIZE O LIMIT OF-J SEE DETAIL ON SHEET ES-6 ^ / BASIN SIZE ESPER ES-7\\`\ '6 / S4PIi1,t ENT'ER I r I\� \♦ I DISTURBANCE 1 Po TEMPORARY DIVERSION CHANNEL ON\ 1 ! _ _— J \ \ _J-. \ \ / J T ,E ---} -� 1 '-' O SEE DETAIL ON SHEET ES-7 D --`-- A`Y t _..�-''M' I FT CF SF \ \ 20' C \ 11 Z 7_0 ti I I EA S OPC \ (./ \\ \ * \ \ I i { 1 f ( / RIP-RAP PAD. l \ \ \ \ \ �J 1 / -fig SEE DETAIL ON SHEET ES-7 �/ HAND SAND SAF /1 /'-`....._.- ; \I \ \ '4c \ \�. / I; J/ (APPROX.) i ® O TEMPORARY SEDIMENT TRAP. 1 \ I / / / / / t ✓ / I 1 �e ) wo t2W F SEE DETAIL ON SHEET ES-7 r E\ t3O3 _ DC LATITUDE 33 .1 36.78" N ® \ J I I \ 1/ / - STONE OUTLET.SEE THIS SHEET FOR OUTLET 2n2/18 RHA / I 1 I �--�. �...., JJO \ R=44.281N ,� ` LOCATION AND'STORM WATER OUTFLOW'NOTE. LONGITUDE j 1T 19' 59.46" W �.., 'r 1 1 1 1 J \ L REFER TO ARCHITECTURAL PLANS FOR /J I J r / SO W 1 r SEE'TEMPORARY SEDIMENT TRAP WITH STONE E _ I I i 1 1 I I I // f /r'� // / I "- `..wa- -"--- �`'`•` /'� II 1 1 / ,EKAC`TA-'Y�RCN�D DIMENSIONS OF VESTIBULE„-SLOREta�s9-.-.- 1 OUTLET'DETAIL ON SHEET ES-7 /v1 / /z ) PAVNG,EX 'PORCHES,RAMPS AND TRUCK DOOMS,PRECISE STORMWATER OUTFLOW / I I - — — - FT FIBER FLOCCULENT TUBE. A \ BUILDING, D,EXACT UTILITY ENTRANCE LOCATIONS I Ip - O SEE DETAIL ONSHEET ES-7. ----`\\ I // / I r%`._. - •1 1„ IN 3 INTO THE EXISTING 78'SD \ \ U 3RD STREET THAT FLOWS l0 \° � ( I I I t / / t SM ! t _ I 1 \ \ \ � \ ,/ LAKE FLSINORT APPROXIMATELY I __—__ SF TEMPORARY SILT FENCE. - r, "'^�' I I I �f1 !! ±1.50 MILES SOUTHWEST ;� M O SEE DETAIL ON SHEET ES-6 TEMPORARY CONSTRUCTION FENCE — — / f �\2 / DRAINAGE - t I(P)WAAART BUILDING \ 1 t I q I I \ 1 e 1 ( \7 11 - - / /J `sJ I AREA„A„ ` ) I FOOTPRINT ^� \\ SWPPP INFORMATION SIGN. 1 \ I I t �/ ! I _ r \ 1 r /' DRAINAGE % / a ✓ o ss !� I of Ere 1 I oNSFre / // ±8.93 ACRES `� - 1 I i t \ saki \ / SEE DETAIL ON SHEET ES-6 t __.__ L \ \ \ \ AREA"B" / J TEMPORARY SEEDING AND MULCH. / \ / SEDIMENT BASIN "A" \ 1 J / O SEE DETAIL ON SHEET ES-8 \ 1 TS SB / i SEE OF-SITE EROSION \✓I 32,850 CU.FT. \\ \ \\ \ ! 117.8 �LCxRES CONTROL PLANS.FOR ! / 11 / / __ BOTTOM SURFACE DIMENSION:50•x150• \ \ \ \ / I I I / ~-� �' -< yyaJ/-- J FUEL AND PETROLEUM STORAGE AND USE. CONTINUATION SEE / 1 11J 1 J I ) \ \ 1 1 1 i ° SEE NOTES ON SHEET ES-8 SHEET ES-9. 1 / t / 30� -.. \ -`.._"\ \ \ / SEDIMENT BASIN "B" I I,y^ /• I 7 ® SP J t ( { J \\ ,\ ) \ 1 \ 1 I I M / SO A MASONS'AREA SEE NOTES ON SHEET IS-8 c` ■ �T t i/ < / ! P 1301 FOREBAY WITH \ \ \ 1 -'�\ I III( j I I// / \ / /! TS SB 298 7299 1300 P-RAP(TYP.) `� I \ \ \ \\�� Boi,oM sLztFacE DBtLTTSKH:2o'ztoorte0 `\ I I\\ PAINT AND STUCCO WASHOUT. .-"� ,.iI .•,2s7 ....... . PSW 1 SF CF / �.k / I r ) :\': FOREBAY WITH ` - ,•r° ❑❑ O SEE NOTES ON SHEET ES-8 I I �I I. 1 Y. '.;_� :::: 1 \ \ \ / <-RIP-RAP(TYP.) 29e,z9s \ r / / I / / / % :.ti.....t.. :.{ \ `. \ z9a I .1 SAND SOLID WASTE DISPOSAL /� { ; t190LF i \ t2 1 z 1z93 OFF-SITE O SEE NOTES ON SHEET ES-8 t395LF DC / I RR \ \ 11 -\ _ � 1301 9 G J \ \ _• DC ,_�: I ❑ 1p•4g1N \ 3P1.1FG 4 _ UMIT OF D,-45.61N,,. , f �- #9.561N , DISTURBANCE O SEE WASTE DISPOSAL .`. ON SHEET ES-8 ' HAND ,w� - r -- \.- ^_�u"'r / EQUIPMENT d VEHICLE CLEANING&MAINTENANCE H I I / N OFF-�-I II \ i �' I ��'T�' �I1 i SEE OFFSTTE EROSION ry I/ UMIT OF IT SF CF ri \ 1 l ' I o L� DISTURBANCE ' � �-'-"a- // J, CONTROL PLANS.FOR /m ,� O DISTURBANCE; ��' I ' ,� \ STORMWATER OUTFLOW SO __, ..___ I /' J / AREAS.SEE NOTES ON SHEET ES-8 NOT A PART \ \ ,., 1 / ti�w S FLOW INTO THE EXISTING 30'SO '` _ _.- -. '. _.._.- I J ,, /I J SHEET ES CONTINUATION 9. X r �) fI 1 _-- NOT A PART �-A I NOT A PART SP STOCKPILES.SEE NOTES ON SHEET ES-8 A§; I U I o 1 NOT A PART M CRANE STREET THAT Flows TO /� , 1 { " TAKE&SINORE APPROxBNTELY g /�I 1 /"' k •8`6 ±1.50 MILES SOUTHWEST , ' J I T , I I I �I „ ! \\. /1 .. > j ,�A SEE NOTES ONPARKING. E SEE NOTES ON SHEET ES-8 CF SF r ' �. �,, > / y xl { ( t I I ( , �� / -.'" l' � ,g: 11 / M)1TF]1fAL UYDOIWI D STORAGE AREA. SF CF I v --i I -(� / 1/~ 1 ly r )I I ❑ SEE NOTES ON SHEET ES-8 SWPPP UPDATES AND AMENDMENTS l t ' _r�; ' SANITARY FACILITIES. C SEE NOTES ON SHEET ES-8 THE GC MUST UPDATE THE SWPPP, INCLUDING THE JOBSITE BINDER AND )/ xd IWWW SITE MAPS, TO REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND _ -W - 1 _ ' W 1 O OTHER POLLUTANT CONTROLS. GENERAL CHANGES TO THE PROJECT SITE. UPDATES SHALL BE MADE DAILY i �� \_ '� 11 I OPC SEE NOTES ON SHEET ES-8 TO TRACK PROGRESS WHEN ANY OF THE FOLLOWING ACTIVITIES OCCUR: BMP L INSTALLATION, MODIFICATION OR REMOVAL, CONSTRUCTION ACTIVITIES E.G., /f -� ,"J ` _ 1 CEMENT AND CONCRETE WASHOUT. PAVING, STORM SEWER INSTALLATION, FOOTING INSTALLATION, ETC.), 4 JT / ° I �r'/w� �i Nam. CW SEE NOTES ON SHEET ES-8 CLEARING, GRUBBING OR GRADING, OR TEMPORARY OR PERMANENT ,./ I/ a ,`'..- L/ ,%'�•., JI �/ SEE SHEETS ES-1, ES-2, ES-5, ES-6, ES-7, & DUST CONTROL J STABILIZATION. / IA ---, t ES-8 FOR GENERAL EROSION AND SEDIMENT- DST '" I SEE NOTES ON SHEET ES-8 1 / ' \ c z GRAPHIC SCALE CONTROL NOTES, BMP MAINTENANCE EROSION NOTES, IMPORTANT: + t // \ ` 1 ea o 3o w AND DETAILS. THE GENERAL CONTRACTOR MUST SUBMIT A REQUEST FOR INFORMATION (RFl) \ r9-'I1� I/ Z 1 \ .• / o _ SOIL NOTES TO THE CEC AND OBTAIN WRITTEN CEC APPROVAL BEFORE DOING ANY OF 11 I ,r- � / Ip~�\ i T.B.M DEVELOPER/OWNER THE FOLLOWING: 1 Illt / \ \ `\„�-_\( I SM SOIL TYPE SANDY SILT \ I ( IN FEET ) WAL-MART REAL ESTATE 1.MODIF'1'ING EROSION OR SEDIMENT CONTROL BMPS (SUBSTITUTIONS ARE i j 1 \I \\ \ �`- 1 inch = 60 ft. DESIGNATION#3433 BUSINESS TRUST TYPICALLY ONLY APPROVED IF SPECIFIED MATERIALS ARE NOT AVAILABLE It 4r) ) \ ✓ 2001 SE 10TH STREET OR THERE IS A VALID REASON THE SPECIFIED BMP WILL NOT WORK) i I J \ ! / i AGENCY: RIVERSIDE COUNTY TRANSPORTATION COMMISSION BOMNVILLE AR K 2.ADDING/DELETING EROSION OR SEDIMENT CONTROL BMPS; ' ` I i h I / 1 ! I `- 72716-5570 3.MODIFYING THE SWPPP IMPLEMENTATION SEQUENCE; OR '�"(III I IT NOT A-PART I , ELEVATION: 1316.96 FEET 479-204-1195 - 4.PERFORMING ANY ACTIONS OR IN ANY MANNER THAT IS CONTRARY TO ,.� 1111 I / �! \ '1 ,� CONTRACTOR SHAM CONTACT 811 SITE OPERATOR/GENERAL CONTRACTOR: THE SWPPP. SF CF �" ' ,./ �\ 1 \ / /II - FOR LOCATION OF ALL UTILITIES, MONUMENT TYPE:FOUND 2'BRASS DISC WITH 10'CONCRETE --. / - .' \ ( J J AT LEAST 72 HOURS PRIOR TO COLLAR THE CONTRACTOR MAY MODIFY U ADD ADDITIONAL BMPS, WITHOUT CEC _ \ \ �sl 1 _ SUPERINTENDENT: APPROVAL, IN AN EMERGENCY SITUATION TO PREVENT SEDIMENT DISCHARGE _ t y \ SF CF '! 1 BEGINNING CONSTRUCTION LOCATION:SOUTHWEST CORNER CENTRAL AVENUE AND CAMBERN ___ ,' --�`" as OR PROTECT WATER QUALITY; HOWEVER, GC MUST NOTIFY THE CEC AS SOON -- � \ L �°N`� _ AVENUE(DOWN 1.0') AS PRACTICAL AS TO HIS ACTIONS TO DISCUSS THE NEED FOR ADDITIONAL w .. i r^-_ L OR SUPPLEMENTAL MEASURES AND TO OBTAIN THE REQUIRED APPROVALS. rt'lwv `""'"-` \ , --- DATUM:NGVD 1929 IMPORTANT: GC MUST SIGN ALL PLAN SHEETS AND THE CONTRACTOR IS ULTIMATELY RESPONSIBLE TO ENSURE COMPLIANCE WITH •` - : 1 _ I r-- ANY NEW PUN SHEETS ISSUED BY THE CEC. THE PERMIT AND PROTECTION OF DOWNSTREAM WATER QUALITY. NOTAPART _-`_;_ 1 ® \ / x4°"° 1�-J STAGING AREA LOCATION: NOTE TO GENERAL CONTRACTOR: AMENDING THE SWPPP DOES NOT MEAN THAT IT HAS TO BE REPRINTED. IT - \ IS ACCEPTABLE TO ADD ADDENDA, SKETCHES, NEW SECTIONS, DETAILS, �~ � r' r�- THE ON-SIRE STAGING AREA,AS HATED ON SMELT THIS SHEET ALERT TO CONTRACTOR: V PRIOR F CONSTRUCTION,TEASITIGC MUST CLEARLY DELINEATE AND AND/OR REVISED DRAWINGS THAT HAVE THE CEC NAME IN PRINT, ARE -�- � Q i -+? `\'<�, -6 d ON SHEET'ES-4',WILL�USED FOR BOTH ON-SITE AND MARK OFF AREAS IDENTIFIED IN THE SWPPP OR IN THE FlELD, ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK,FINAL UTILITIES,AND FINAL GRADING)BY THE MILESTONE STAMPED, SIGNED, DATED, AND ARE ACCOMPANIED BY WRITTEN COPY OF THE 1 J fit""" '` I_ - "`,-.":"' �I'^ f' OFF-SITE STAGING.THE CONTRACTOR SHALL MODIFY AND/OR TO BE PROTECTED(SUCH AS,NANW71 BUFFERS,TREES, DATE IN PROJECT DOCUMENTS.OUTLET AREA TO BE KEPT FREE OF JOB TRAILERS AND STORAGE AFTER THE CONTRACT ASSOCIATED RFl AND ITS RESPONSE FROM CEC. ENGINEERED ITEMS MUST BE T J II 1 tT''�� ,I T "T"� \ NOT APART `. \ RELOCATE THE STAGING AREA AS NEEDED TO COMPLY WITH LOCAL, HABITATS OF ENDANGERED TIiNATUR L SPECIES,HISTORIC MILESTONE DATE FOR THE OUTLOT.WM GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUrWT CONTRACTOR TO THE SIGNED AND STAMPED BY THE CEC OF RECORD FOR THE PROJECT. \ t 1 �I TF k� l �� �' 1 ! /-1 \ \ ``. STATE,AND FEDERAL REQUIREMENTS. / SPECIFIC PARCEL AT ALL TIMES AFTER MILESTONE DATE PURCHASER OF OUTLOT TO PROVIDE PERMIT DOCUMENTS AND SWPPP - M S�tWtr--arc 7' \`` PROPERTIES,ETC.). REQUIRED BY STATE LOCAL REQUIREMENTS FOR SPECIFIC OUTLET. - MARK REVISIONS APPR. DATE OFESE PLANS DEVELOPMENTVE BEEN REVIEWED FOR COMPLIANCE AND/OR CITY AND STATE LAWS,AND AITH THE PERMTA MAY BETATE S ISSUED. PREPARED BY: SEAL / BENCHMARK: CITY OF LAKE ELSINORE DRAWING NUMBER: ��p p 30 Executive Park,Suite 100 DESIGNATION#3433 AGENCY:RIVERSIDE COUNTY TRANSPORTATION COMMISSION. /� 1 ADDED AUAN STREET d CRANE STREET(PRIVATE STREETS) 9,27/,9 Yl rienb6r Farrl Irvine,CA 92614 ,O�.,N NOUgj9��y,. CONCRETE COLLAR.LOCATION:NSOUTHWESTUMENT ECORNER CENTRAL AVEN: FOUND 2"BRASS UUE ASC ND CAMBERN �� S 9 t:949 296 0450 f.949 296 0479 AVENUE(DOWN To').AGENCY:NGVD 1929 No. A SCALE: DRAWN: BB EROSION CONTROL SHEET 3330E 42 * Ex1p.12 31 20 ° AS SHOWN PHASE I EROSION&SEDIMENT PLAN REMON HABIB RCE 83156 DATE 12/05/19 ',qf C V1 e FILE No. CITY ENGINEER JO URZ , E NO. 46039 DATE E OF CA DATE: CHECKED: JP November 27, 2019 �q-351 FTlenome:P:\2008\200800688\-CURRENTDRAWINGS\-PRODUCTION FILES\ONSTE\200800688-ES-3-PH1 Plot Date: 12/4/2019 4:18 PM BY:Noel Bri—o - 1 1 2 3 14 15 6 7 18 9 110 1 11 112 113 .14 1 15 -16.- 17 1 18 1 19 120 \�\ °\ i' II ` /' EROSION NOTES & LEGEND � SITE FEA7IES .. =�, l � �� ;i '� �� HT-OF-WAY LINE ) / - - - SEE OFFSITE EROSION .-- - - - PROPERTY/RIG WWfi R R \ I } UNIT OF _ — — --7-- PROPOSED LIMITS OF DISTURBANCE, —\ SEE OFFSITE EROSION — t ,D _ CONTROL PlAN15.FOR . - r �_.___ _ � \INS*100 2'•, ( CONTINUATION SEE ` r CONSTRUCTION FENCE AND SILT FENCE. CONTROL PLANS.FOR ..-i- - n,-oN D l CONTINUATION SEE / } �` - %,S0 - ry \ SHEET ES-9. �l } 1 NOTE:CONSTRUCTION FENCING SHALL IMI BE ` INSTALLED WITHIN THE PROPOSED LIMITS Of J SHEET ES-9. P4 - / -- - CF = :ram` - ._ ..._ -- - - - T-r' - 1 f DISTURBANCE SILT FENCING SHALL BE - _ T �2 1301i1300112 99 X.X 1 ! INSTALLED INSIDE OF THE CONSTRUCTION FENCE. 1 ti \ Ai 1 r r I L J/ 1312 1311 1310 13pg 1308 — __ - _ 1 1 Z97 JI X% X.%X�% DIR 41 EC110N OF OVERLAND FLOW.EXISTING SS IP7 u ,n -,� [a°n a a I SLOPE SHOWN AS(X.XXR) J731A ,\ \ ^ _-1 \.�1,. - 1 ��T 1 -SITEOFF / a q-n a i �/ s LA \ ONS1 n n f ----10pDf---- EXISTING CONTOUR ELEVATIONS /Il�d//CF P' 9• e n/ « \32 " \_,r -. s �\2$ ♦, ♦ . -- CF 8 CF l}j STORMWATER OUTFLOW I r.♦ \°ti ._/ l I }� !I xxxx PROPOSED CONTOUR ELEVATIONS nnn nnannnn \\ ( , LIMIT OF f nn �, DISTURBANCE ( \ ?O y ,® '' O O �,y r 11 mIETTHE N�N GWTURI t AN GH A C 78' 1 / JJ� 0 �O 4 IP4 j I / _----- UNITS OF DRAINAGE SUB-BASIN MIDDLE OF ON-SrrE DRNWE pRFp p71N BE CAPTURED THROUGH T CURB i { \ r� LIMITS OF DISTURBANCE 'SEE OFFSITE EROSION .'� SD ON C!•BERl1 AVENUE THE OUTFLOW WILL / / N PROPOSED BUILDING 011l'I.INE \ CONTROL PLANS.FOR ' / \ \ /IS / / f FLOW SOUTH OF THE PROPERTY AND DISCHARGE / 1302 C }. \ n n a n n1' IP t. /J INTO LXE ELSNORE. \-... CF \ ( , CONTINUATION SEE n°a n n n a a r�'� \ } / f 1` IP3 \ T tll IT' SHEET II ES-9. i /n a a n a 1307 ! / d EROSION DETAILS$r�, _' © I } / t f ! Iy IP4 t r-' CONSTRUCTION 0 ANCE/EXIT. ^ _ f /.-.� ,6T°� I I � CE SEE DETAIL ON SHEET ES-6 rl It 1 \ 4 o n n n v n a n n n IP IP4 ,\'�Q \a% .../ \- ,.� ( CE \� T \ \ : 1 1 I 1 •l /' Off-SITE a j ,,gg� !_- \ \ °-� \SUPERCENTER I ! 4 I })I$TUMRBANCE / IN CRUSHED AGGREGATE STABILIZATION 2°DEEP. ( U \ + aannnn a�aa ® + I O"Y it O 9 \ \ \ / \j anannn O \ 1 n n n A A n n a n�'n n n 'n n n j ^_.. �f _ ,�. 4 _\ \ / j / AROUND 1 PERIMETER WIDE ROCK UTLOT.BAND BMID ---- 1 j \ \ \ 1 () USE 3DTO6* ETER ROCKS•,BAND SHALL D 1 \Y � a n onn ! ��Y, \s r N 1 \ t \ \ 1 ,��O P WALMAR F FOOTPRINT ( t I j Ilj \\ I n�.nannnnnna-°. f��+nnn IP4 % ♦'� / \ \1. \. \ \`J I 1 + i J ( / k`-llgl)�'� I` / O TEMPORARY CONSTRUCTION FENCE i , a aennnnnny n na/n IP \ ^ .A a n n n n n a s n a ® / O _�0 O ,;J O .- ♦ 1 \ r r ) ter' I SWPPP INFORMATION SIGN. II \ 1 nnnnn nabtn n /• '. - t .E.\,� I I t - I�F i- TRUCK IP4 IP ' d .oa a a n n a a IPl J SEE DETAIL ON SHEET ES-6. LATITUDE 33' 41` 36.78° N �A/ I ( \e` `�/ tI Y2I13/18 RNR/ WELL I \� IP4 1 ♦/ ( ( �i• _ I i ® IP INLET PROTECTION. i .. n a n n n.6 n �-$ LONGITyJDE,11T 19 51 48° .-� \ \ \ SEE DETAIL ON SHEET ES-8. I \I � I n a n n n a a n a IP .� ;�' / "-/ .�/ 7°� i-' I \ ! C9N(RAC'TGR�8�LL REFER TO ARCHITECTURAL PLANS FOR � f _� 1 1 °n n n n n n n / .y"_..._.. IP3 '--`� / 1 / AND DIMENSIONS OF VESTIBULE,SCORED w E __-_ I i ,1 /�, ♦•y' ♦^A ♦'�- / 1 tEtLACT`LOEATiQN .. IP4 CA O EXCAVATED INLET SEDIMENT TRAP. \ /II i -x,n CA 3' ,er n a n a e'p n 1 1 1 PAVR�G,EXIT'PORCNES,RAMPS AND TRUCK DOORS,PRECISE I IP7 ' MI a ,4 n n n • y t s/ I SEE DETAIL,ON SHEET ES-6. - n a a Nn n n �. n a f \ \ \ BU{tOINC,�XIENSIONS AND,.DNCT UTILITY ENTRANCE LOCATIONS --` CONSTRUCTION FENCE AND SILT I n a n n a n n n° af9. r -_._ I \ \ ! '..� ( - IP2 GRAVEL AND WIRE MESH INLET SEDIMENT FILTER. - FENCE:LAB ALONG ABUTTING STREETS n SEE DETAIL ON SHEET ES-6. n nnanannanA<n nn n a / / ��� J f ALSO A DEMARCATION OF BOUNDARY n n n a n n n n qin n n n n n IP °' IP4 -" 1 QU$T�20NTROL' � I J FILTER BETWEEN ON-SITE AND OFF-SITE. n n n n n a n d n n n n n - -•_ '-' DST 9E HEET f � -� � GRAVEL CURB INLET SEDIMENT SEE SEPARATE OFF-SITE EROSION I °F °` IP4 0° ° // 'L/ r -_ �is 1 L 7 ® IP3 SEE DETAIL ON SHEET ES-7. CONTROL PLANS FOR CONTINUATION j �• r 1 p / �•� S 8\FOR NOTES I IP4 i• I \ --- -- ---®- -$--$-� --$-- - �N° J \ \ STORMWATER OUTFLOW IP4 J-HOOK CURB TRAP. F i I I I r; THE EASTERN,SOUTHERN AND WESTERN PARTS , a�a0000aaocoo r I( \I OF ON-SITE DMNGE AREAS WRH BE SEE DETAIL ON SHEET ES-7. r1 '� ♦ ( A\ )-, O^J69 IP3, / IP / \?� •'"..` -..4..` _.-� ` I _. ••\ ( (P` 1WALIAART BUfLDINIG t / WIURm 1HR000H DIFFERENT VARIATIONS OF / .} I °j "- FOOTPRINT // ' BMPS ALONG THE PROPERTY AND WILL OUTFLOW / I \ r / I 1 1 I\\ ^ ♦—'� " •/ / / lD \? TO AN ExISTR16 78•SO ON 31m STREET.Tiff / •?-e° O PERMANENT LANDSCAPE WITH BARK MULCH. SEE OFFSITE EROSION \ I 1310 g an n a a i� 1/ / \9 `�` \ \ \ } / j f OULFLOW WILL ROW SOUTH OF THE PROPERIT• r ,ice a -- a \ CONTROL PLANS.FOR 1 13O83OT a-�•a n ! ®/ O ® A O A \ } / 1 AND DISCHARGE TWO LAKE ELSNroRE._ - �;,n DUST CONTROL \ CONTNUATION SEE 1- 1 -A�a�t�a a ♦ t r r'" .. J \ } \\ t, r v DST' � 1 i ! � SEE NOTES ON SHEET ES-8 SHEET ES-9. "°1304 ° _ IP ,g TI 1 / ! 1 ) \ ! - _=_'--p -, / 1 y ,. 1 ` 11 IP G I�\' ,r I �.. n a n # IP4 ^ ,I /♦ /_�♦'4 / ~` .. _-y° 1 I \ '\ aV i ♦ ...� / \ i ��\ 1 \i ( i nnn A.-do°aanaa,� � ` ° ?�® `--®. '`�/O '��, ®\ LD } \ �..../ j.\ / ♦�/ '� � IP4 / \ / � I CF ana,,aannnnnn n n u �t / \ � ♦ ,.p , is , ,\ I � / aornnnnnnnnen;�i£ n � IP4 ! 0 '-' / 1 I\ ,�,, �l ♦'L 0 IP4 I / ��R\ , i Y`• I n°sna•s a a a a a� 1301 LD LDOFF-SITE♦~e ti snnnannannnn LIMIT OF - ISTURBANCE , >\ 6n nnnnnaannnann - � � H i / n OFF- / , IE\7 I a `\ rr r' ``\ \• , _ _� "("� f�TR, 1 ! I SEE OFFSITE EROSION t II LIMIT OF } I r� I v 1 I I j r CF I ti ; , -� DSTURBANCE J i DSNRBAIJCE I�'� ' �} I i / `,.,,r• 1 ,,,-� �;� , , `.-- -_,_, +y i I i (1 CF CO CONTINUATION FOR J t t i ,\ I f IQ NOT A PARE \ / ` J } \/ ; '- -NOT A PART---- -��-f I 1 / / NOT A PA.Rf SHEET ES-9. o 1 ii I W J�NOT A PARE / \ 1 '"_--`------------ -- ----_'� / I II �, I /I; II o I I► - ,� TTFTtTtT�� __--_--- , , / r/ I , / /� � i_"-i ��1 I .a'.r. I .r � SWPPP UPDATES AND AMENDMENTS CF -\�`! (/ CF r i IP4 THE GC MUST UPDATE THE SWPPP, INCLUDING THE JOBSITE BINDER AND J I I }� �`-\A}''•�'\ SITE MAPS, TO REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND 1 ! j t , GRAPHIC SCALE GENERAL CHANGES TO THE PROJECT SITE. UPDATES SHALL BE MADE DAILY CF IP J.,- r/ _ Mai ; CF 0 0 06 TO TRACK PROGRESS WHEN ANY OF THE FOLLOWING ACTIVITIES OCCUR: BMP `• I INSTALLATION, MODIFICATION OR REMOVAL, CONSTRUCTION ACTIVITIES (E.G., 1�- _W 1-. PAVING, STORM SEWER INSTALLATION, FOOTING INSTALLATION, ETC.), CLEARING, IN FEET ) GRUBBING OR GRADING, OR TEMPORARY OR PERMANENT STABILIZATION. / II W rl�-,�`"•'���__1 '/ I i i inch = 60 ft_ IMPORTANT: / + IP / ® IT' i F,w ANOTE: DEVELOPER/OWNER SEE SHEETS ES-1, ES-2, ES-5, ES-6, ES-7, & wAL-MART REAL ESTATE THE GENERAL CONTRACTOR MUST SUBMIT A REQUEST FOR INFORMATION (RFI) Ip r, �.,` r/ I IP4 /� r / , IP4 BUSINESS TRUST J TO THE CEC AND OBTAIN WRITTEN CEC APPROVAL BEFORE DOING ANY OF II r/ -�• '•'-. ' , ES-8 FOR GENERAL EROSION AND SEDIMENT THE FOLLOWING \- / ��•`� c 2001 SE LOTH STREET I \\ 1�' , CONTROL NOTES, BMP MAINTENANCE EROSION NOTES, BENTONVILLE,AR 72716-5570 1.MODIFYING EROSION OR SEDIMENT CONTROL BMPS (SUBSTITUTIONS ARE \ /`ytIr li ( \ ` / Z I AND DETAILS. 479-204-11 \ /r 479-204-1195 TYPICALLY ONLY APPROVED IF SPECIFIED MATERIALS ARE NOT AVAILABLE (( I / (� } OR THERE IS A VALID REASON THE SPECIFIED BMP WILL NOT WORK) I IlIJ I` li Q/ \ \ \.�,--\I i T.B.M SITE OPERATOR/GENERAL CONTRACTOR: 2.ADDING/DELETING EROSION OR SEDIMENT CONTROL BMPS; I!i( ( i \ \ -� DESIGNATION#3433 3.MODIFYING THE SWPPP IMPLEMENTATION SEQUENCE; OR I1 r 1 1 \ / CF 4.PERFORMING ANY ACTIONS OR IN ANY MANNER THAT IS CONTRARY TO Il ( I ) \ \/ SUPERINTENDENT: K THE SWPPP. , 01 CF T" li l }{ JJ( / i / I ` AGENCY:RIVERSIDE COUNTY TRANSPORTATION COMMISSION THE CONTRACTOR MAY MODIFY OR ADD ADDITIONAL BMPS, WITHOUT CEC )`j j IT 1 I IP NOT A PART I \u i L\ ELEVATION: 1318.96 FEET IMPORTANT: GC MUST SIGN ALL PLAN SHEETS.AND APPROVAL, IN AN EMERGENCY SITUATION TO PREVENT SEDIMENT DISCHARGE ,.� /U I1 I / _.� 1 - •\ j OR PROTECT WATER QUALITY; HOWEVER, GC MUST NOTIFY THE CEC AS SOON III I CF MONUMENT TYPE:FOUND 2°BRASS DISC WITH 10"CONCRETE ANY NEW PLAN SHEETS ISSUED BY THEItEC. AS PRACTICAL AS TO HIS ACTIONS TO DISCUSS THE NEED FOR ADDITIONAL ''��_-/III } ( \1 / ( / tL COLLAR OR SUPPLEMENTAL MEASURES AND TO OBTAIN THE REQUIRED APPROVALS -"-' / '" \ \ I IP4 STAGING AREA,' LOCATI N: CONTRACTOR SHALL CONTACT 811 - THE CONTRACTOR IS ULTIMATELY RESPONSIBLE TO ENSURE COMPLIANCE WITH c - \ t 1 CF I -"" LOCATION:SOUTHWEST CORNER CENTRAL AVENUE AND CAMBERN - THE PERMIT AND PROTECTION OF DOWNSTREAM WATER QUALITY. =- Yy •\\ f I I _ AVENUE DOWN 1.0' FOR LOCATION OF ALL UTILITIES, ( /r ( ) THE ON-SITE STAGING AREA,AS INDICATED ON SHEET'ES-S k THIS _... SHEET,WILL BE USED FOR BOTH ON AND OFF-SITE STAGING.THE AT LEAST 72 HOURS PRIOR TO AMENDING THE SWPPP DOES NOT MEAN THAT IT HAS TO BE REPRINTED. IT "�" Ipq ® \ ,� " IP2 , ; DATUM:NGVD 1929 CONiR1CTOR SHALL MODIFY AND/OR RELOCATE THE STAGING`.AREA AS BEGINNING CONSTRUCTION L IS ACCEPTABLE TO ADD ADDENDA, SKETCHES, NEW SECTIONS, DETAILS, ----=--^�- l NEEDED TO COMPLY WITH LOCAL,STATE,AND FEDERAL REQUIREMENTS. / I t— AND/OR REVISED DRAWINGS THAT HAVE THE CEC NAME IN PRINT, ARE . NDTAPART �-``� 1 ® \ �`- NOTE TO GENERAL CONTRACTOR: STAMPED, SIGNED, DATED, AND ARE ACCOMPANIED BY WRITTEN COPY OF THE +- "�� \ ASSOCIATED RFI AND ITS RESPONSE FROM CEC. ENGINEERED ITEMS MUST' BE -� `/ \ IP ALERT TO CONTRACTOR: SIGNED AND STAMPED BY THE CEC OF RECORD FOR THE PROJECT. v \ PRIOR TO CONSTRUCTION,GC MUST CLEARLY DELINEATE AND ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED EARTHWORK,FINAL UTILITIES,AND FINAL GRADING BY THE MILESTONE /�`♦ MARK OFF AREAS IDENNFED IN THE SWPPP OR IN THE FIELD, ( ) \ \ TO BE PROTECTED(SUCH AS,NATURAL BUFFERS,TREES, DATE IN PROJECT OR TH EATS.OUTLOTWM AREA AL BE KEPT FREE OF JOB TRAILERS AND STORAGE AFTER THE CONTRACT J ( I MIT / '� \ NOT A PART MIESTONE DATE FOR THE OUTLOT.WM GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUTLOT CONTRACTOR TO THE I ! �Y \ \ \ HABITATS OF ENDANGERED/THREATENED SPECIES,HISTORIC SPECIFIC PARCEL AT ALL TIMES AFTER MILESTONE DATE PUROFUSER OF OUROT TO PROVIDE PERMIT DOCUMENTS AND SWPPP PROPERTIES,ETC.).M 4TF\Fru V _: y\�, ) REQUIRED BY STATE/LOCAL REQUIREMENTS FOR SPECIFIC T. MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS PREPARED BY: SEAL BEN HMARK: TV DRAWING NUMBER: It OF DEVELOPMENT AND/OR CITY AND STATE LAWS,AND A PERMIT MAY BE ISSUED. 30 Executive Park,Suite 100 EES9 DESIGti�TION/3433 AGENCY:RIVERSIDE COUNTY TRANSPORTATION COMMISSION. CITY I OF LAKE ELSINORE /BreebargFarr 2'BRASS DISC WITH 10' ow Irvine,CA 92614 oVNNOUgr' CONCRETE COLLAR.LOCATION:NSOUTHWESTUMENT ECOR ER FOUND CENTTAL AVENUE AND CAMBFRN ES-4 1 ADDED ALLAN STREET&CRANE STREET(PRIVATE STREETS) 9/27/19 0 4= t:949 296 0450 f:949 296 0479 T AVENUE(DOWN LO').AGENCY:NGVD 1929 NO. ' SCALE: : DRAWN: BB' EROSION CONTROL �-•� Exa1z 31 20 ° AS SHOWN SEE 42 121os11s REMON HABIB RCE 83156 DATE �qT crvIA- asp PHASE II EROSION&SEDIMENT PLAN . FILE N No. o. CRY ENGINEER JO URZ , E No. 46039 DATE F of GAS\�°R DATE: CHECKED: JP ' .._ - November 27, 2019 Filename:P:\2008\200800688\-CURREATDRAWINGS\_PRODUCTION FILES\ONSRE\200800688-ES-4-PH2 Plot Date: 12/4/2019 4:19 PM BY:Noel Bri—o L 2 3 4 15 16 7 18 9 10 11 112 13 1 14 15 - 16 1 118 119 120 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 MAR APR MA JUN JUL AUG SEP OCT NOV DEC JAN FEB IMARIAPRIMA JUN JUL AUG SEP IOCTJNO DEC 2 PERMITTED AREA WITHIN WAL-MART PROPERTY 17.0 OFF-SITE DRAINAGE AREA (CPS) (ACRES) SLOPE SLOPE GRUBBING OR GRADING, OR TEMPORARY OR PERMANENT STABILIZATION. 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) B seoiMENr CONTROL BAsw s TRAP s ,. TO THE CEC AND OBTAIN WRITTEN CEC APPROVAL BEFORE DOING ANY OF THE 4 TOTAL PERMITTED PROJECT AREA IMusr MATCH wop 24.0 FOLLOWING: STRIP&STOCKPILE TOPSOIL ROUGH GRADING 5 IMPERVIOUS AREA BEFORE PROJECT 0.0 ** i.MODIFYING EROSION OR SEDIMENT CONTROL BMPS (SUBSTITUTIONS ARE TYPICALLY ONLY APPROVED IF SPECIFIED MATERIALS ARE NOT AVAILABLE STORM FACILITIES 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 DISCUSSTHE 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 D 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: WAL-MART LAST REVISED: WAL-MART STANDARD STANDARD STANDARD E APRIL 30, 2011 DETAIL JUNE 2013 DETAIL DUNE 2012 DETAIL RUNOFF COEFFICIENT SUMMARY SITE LOCATION SUMMARY SITE TOPOGRAPHY SUMMARY SITE SOILS SUMMARY F PRE-CONSTRUCTION RUNOFF COEFFICIENT[OR SCSTR-55 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 FOOT TO 8 j FEET AND NEAR THE SURFACE SANDS,INTERBEDDED LAYERS POST-CONSTRUCTION RUNOFF COEFFICIENT[OR SCS TR•55 CURVE NUMBER]: CN=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 OWSME 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 JTO 25 FEET THEN LATER AT DEPTHS OF EAST: RESIDENTIAL DEVELOPMENT&UNDEVELOPED LAND WEST: EXISTING COMMERCIAL DEVELOPMENT 23 j FEET,IT IS RECOMMENDED BY THE SOILS ENGINEER THAT THE AVERAGE SLOPE: t330% 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 J VEGETATED STRIPS OR BUFFERS SITE RAINFALL SUMMARY BUFFER NAME BUFFER AREA(ACRES)-INCLUDE ORIENTATION DESCRIPTION AND JAN I FEB I 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 N 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 OTHERWISE 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 10TH STREET LAST REVISED: WAL-MART LAST REVISED: WAL-MART BENTONwIlE,AR L STANDARD STANDARD 72716-5570 JUNE 2013 DETAIL JUNE 2012 DETAIL 479-204-1195 SITE OPERATOR/GENERAL CONTRACTOR: ALERT TO CONTRACTOR: NOTE TO GENERAL CONTRACTOR: ALL WM GENERAL CONTRACTOR WORK TO BE COMPUM(EARTHWORK,FINAL UTILITIES,AND FINAL GRADING)BY TIE MILESTONE CONTRACTOR SHALL CONTACT 811 SUPERINTENDENT: DATE IN PROJECT DOCUMENTS.OUTLOT AREA TO BE KEPT FREE OF JOB TRAILERS AND STORAGE AFTER�CONTRACT FOR LOCATION OF ALL UTILITIES, PRIOR TO CONSTRUCTKNJ,GC MUST CLEARLY DELINEATE AND MARK OFF MM70NE DATE FOR THE OUTLOT.WM GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUTLOT CONTRACTOR TO TWE AT LEAST 72 HOURS PRIOR TO AREAS IDENTIFIED IN rrE SWPPP OR IN THE FIELD,TO RE PROTECTED SPECIFIC 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 M REQUIRED BY STATE/LOCAL REQUIREMENTS FOR SPECIFIC OUTLOT. THREATENED SPECIES,HISTORIC PROPERTIES,ETC.). ANY NEW PLAN SHEETS ISSUED BY THE CEC. . .8'/3 MARK REVISIONS APPR. DATE OFESE PLANS DEVELOPMENTVE BEEN REVIEWED FOR AND/OR CITY AND STATE LAWS,AND ANCE ITH THE PERMIT MAY BEIATE SSUED.NDITIONS PREPARED BY: SEAL BENCHMARK: CITY OF LAKE ELSINORE DRAWING NUMBER 30 Executive Park,Suite 100 Y DESIGNATION 16.96 AGENCY:MONUMENT TYPE:COUNTY ND 2'BRASS DI COMMISSION. 1 TH 1W Irvine,CA 92614 s9'ONH NOUgr9��� CONCRETE COLLAR.LOCATION:SOUTHWESTCORNER CENTRAL AVENUE ANSC ID CAMBERN C`-� Val t:949 296 0450 f:949 296 0479 4T AVENUE(DOWN 1.0').AGENCY:NGVD 1929 `V 21_ [ 4,"° SCALE: N A DRAWN: BB EROSION CONTROL SHEETS-0z 12 31 20 A;OV08/08/19 SCHEDULES INFORMATION& R ON HABIB RCE 83156 DATE '�4r CIVIL �p ' FILE NO. A6AH6 CITY ENGINEER J OUR AD RCE No. 46039 DATE E of Cno DATE: April 10, 2019 CHECKED: JP SUMMARY TABLES Filename:P:\2008\200800688\-CURRENTORAWINGS\-PRODUCTION FILES\ONSITE\200800688-ES-5-ES-8-PHI Plot Dot.:4/10/2019 5:58 PM BY,Noel RK-no i 1 2 1 3 1 4 15 1 6 1 7 18 19 110 1 11 1 12 113 1 14 115 16 17 18 1 19 120 tg P 5 - / NOTE TO GC:THE GOAL OF A CONSTRUCTION EXIT AND ASSOCIATED WHEEL WASH AREAS p ATTACH THE SILT FENCE FABRIC AND O I.MAX,C_C WHEN NECESSARY CONTINUE FENCE, IS TO ELIMINATE TRACK OUT. SIMPLY MANAGING TRACK OUT THROUGH DESIGNATED OR 7Y i TABLE 1 Temporary Silt Fence Material Property Requirements WOVEN OR WELDED WIRE FENCE TO LOCAL 1 A OVERLAP SILT FENCEE FABRIC AND WOVEN OR EACH POST WITH THREE WIRE TIES REOUIRfM 5 MIN WELDED WIRE FENCE ACROSS TWO POSTS CONTINUAL STREET SWEEPING IS NOT AN ACCEPTABLE PRACTICE, WHILE STREET SWEEPING Supported" Unsupported" Type of 1YP ENTS A RIC OVER PO 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 FENCE NOTE 2) A ) STS 51 MqX,C_C SEDIMENT,OBSERVABLE TRACK OUT FROM THE PROJECT SHOULD TRIGGER THE USE OF Grab Strength esn o wz N 1n.; LOCq A y / ADDITIONAL MEASURES(WHEEL WASH),CONSIDERATION OF ALTERNATE EXITS,DR OVER WIRE FENCE I L REQUIREMENTS DISCONTINUING VEHICLE TRAFFIC UNTIL CONDITIONS ON-SITE HAVE IMPROVED. TRACK OUT Machine MARV (VIP) 48"M.N.STEEL POSTS(60"MIN.ON IS A SEDIMENT RELEASE. ALL SEDIMENT RELEASES MUST BE REPORTED TO THE SWCT VIA Direction 1 - rSLOPES 3H:1V OR GREATER),DRIVEN THE ONLINE CRITICAL INCIDENT REPORT. X- a chiion a 90) g0 MARV SILT FENCE FABRIC TO BE FASTENEDDir `}r ` ''1 MIN.20"INTO GROUND(MIN.30"ON SECURELY TO WOVEN OR WELDED WIRE �.t SLOPES 3HaV OR GREATER). Permittivity' ASTM D 4491 sec-1 0.05 0.05 MARV FENCE WITH THREE TIES HORIZONTALLY , T z" „ SPACED AT 30°ON CENTER(TYP.) ` - 0 Apparent Opening' ASTM D 4751 mm US Max.ARV` COMPACTED ER(TYP.) O' OVEN OR WELDED WIRE FENCE 5J - r ADJUST POST SPACING SUCH THAT - O B Size Steve 30 30 p'Q 3` r,,��� ,, A VERTICAL WIRE IS AT POST Ultraviolet Stability ASTM D 4355 %Retained 70X after 500 70%after 500 Typical � , Stren th h of ex osure h of ex osure l �), j 1 �� OVERFLOWUWEIR 'BONE A.SILT FENCE SUPPORT SHALL CONSIST OF 14 GAGE STEEL WIRE WITH A MESH SPACING OF 150 MM(6 IN.)OR PREFABRICATED POLYMER MESH OF EQUIVALENT STRENGTH. FLOW A- F N\SHED G € B.THESE DEFAULT VALUES ARE BASED ON EMPIRICAL EVIDENCE WITH A VARIETY OF SEDIMENTS. FOR - `�• NOTES: ENVIRONMENTALLY SENSITIVE AREAS,A REVIEW OF PREVIOUS EXPERIENCE AND/OR SITE OR REGIONALLY W l"s,a1;I,IIII 1. PROVIDE SEDIMENT BASIN ON DO GRADIENT SPECIFIC GEOTEXTILE TESTS IN ACCORDANCE WITH TEST METHOD D 5141 SHOULD BE PERFORMED BY '. Fl-O POSTS: STEEL T OR U TYPE. ASPHALT PAVEMENT ¢ a - - OEDIMENT ,/'� SIDE S BOTH SITES)AS TOWARD SEDIMENT , BASIN THE AGENCY TO CONFIRM SUITABILITY OF THESE REQUIREMENTS. SECURELY FASTEN OVERLAPPING ENDS OF SILT FENCE; WOVEN OR WELDED 2. FLUSH SURFACE STONE TOWARD SEDIMENT t=� 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 " TABLE 1 TAKEN FROM ASTM D 6461-99 007) 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% � SEE SITE.MAP FOR DESIGNED . SPECIFICATIONS FOR SILT FENCE INSTALLATION WITH SILT FENCE FABRIC COVER WOVEN OR WELDED WIRE FENCE THE RIGHT-OF-WAY AND AT A MINIMUM MAXIMUM DRY DENSITY h ,;• `cs �� LOCATION AND GRADING. SETBACK DISTANCE AS REQUIRED PER LOCAL MIRAFY HP 370 GEOTEXTILE FABRIC FOR ��l�� 4is} 10 SEE 02370 SPECIFICATION 1. MATERIALS AND INSTALLATION SHALL COMPLY WITH ASTM D 6462 LATEST EDITION. WITH SILT FENCE FABRIC COVER JURISDICTION. DRAINAGE AND FILTRATION '�^x FOR DIMENSIONS. 2. INSTALL SILT FENCE AT A FAIRLY LEVEL GRADE ALONG THE CONTOUR WITH THE ENDS CURVED WOODEN SLAT TIED TO STAKE TIE BACKS(TYP.) TIE BACKS(TYP.) 4. SEE SWPPP SITE MAPS FOR LOCATION OF 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 BASIN(S). 6"CRUSHED STONE BASE OR OTHER FASTENERS(HORIZONTALLY SPACED EVERY 30"),ALL SPACED WITHIN THE TOP 8"OF THE - 5. CONTRACTOR TO LOCATE TEMPORARY 12"MIN.DEPTH 6"TO 6"CLEAN STONE D FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC,WITH EACH PUNCTURE = CONSTRUCTION FENCING,JERSEY BARRIERS,OR AT LEAST 1"VERTICALLY APART. AT EACH POST,ATTACH THE GEOTEXTILE OR FABRIC AND THE - FINISHED GRADE BOTH ALONG THE SIDES OF THE CONSTRUCTION WOVEN OR WELDED WIRE FENCE TO THE POST AS PREVIOUSLY STATED. IN ADDITION,EACH TIE COMPACTED COMPACTED EXIT TO PREVENT CONSTRUCTION TRAFFIC FROM r BACKFILL 6°X 6'TRENCH BACKFILL 6"X 6"TRENCH SHORT CIRCUITING BYPASSING THE EXIT. - PLAN ti PLACED ON A POST SHOULD BE POSITIONED TO HANG ON A POST NIPPLE WHEN TIGHTENED TO FINISHED GRADE - �O / - - PREVENT SAGGING. FLOW_ EXTEND WOVEN OR WELDED \� EXTEND WOVEN OR -100'MINIMUM 100'.MIN. 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 UNDISTURBED 6"INTO TRENCH - 20 20 5. ALL SILT FENCE SHALL INCLUDE WIRE SUPPORT UNLESS THE STATIC SLICING EQUIPMENT IS UTIUZED '- " 2t GROUND TO INSTALL THE FENCE PER DETAIL,"SILT FENCE INSTALLATION(SLICING METHOD)". UNDISTURBED GROUNDS 6. WRAP APPROXIMATELY 6"OF FABRIC AROUND THE END POSTS AND SECURE WITH 3 TIES. --'=s sF MIN. R MIN-- E z z ''` '" 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. TRACTOR,SKID STEER,OR ROLLER EXERTING AT LEAST 60 POUNDS PER SQ.INCH.COMPACT THE 6"INTO GROUND W/6"LAID ALONG EMBEDDED SILT FENCE FABRIC _ _ MIRAFI HP 370 GEOTEXTILE UPSTREAM SIDE FIRST.COMPACT EACH SIDE TWICE FOR A TOTAL OF FOUR TRIPS. N BOTTOM OF TRENCH.SOIL SLICING IN EDGE OF EXISTING �" FABRIC FOR SEPARATION 8. ADD,POST CAPS AS NEEDED BASED ON SITE CONDITIONS AND APPLICABLE AGENCY REQUIREMENTS. ACCORDANCE WITH ASTM D 6462 ^� MIN.6"INTO GROUND W/6" PAVEMENT ASPHALT 10"MIN.-2"-3" COMPACTED SUBGRADE.COMPACT LAID ALONG BOTTOM OF pgVEpEHIT CLEAN STONE PERFORMANCE STANDARDS: TO 95%MAXIMUM DRY DENSITY 8.2.2 IS ALSO ACCEPTABLE. TRENCH.SOIL SLICING IN MIRAFY HP 370 GEOTEXTILE7 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 EXIT(S)WHERE VEHICLES OR 1. SILT FENCES SHALL BE INSPECTED ALONG ITS ENTIRETY AND MUST BE CLEANED WHEN TIE BACK 6462 8.2.2 15 ALSO FILTRATION EQUIPMENT MAY ACCESS THE SITE. SEDIMENT HAS ACCUMULATED TO ONE-THIRD THE HEIGHT OF THE SILT FENCE. A-A-SECTION STEEL POST - ACCEPTABLE. MAINTENANCE CLFANOUT MUST BE CONDUCTED REGULARLY TO PREVENT ACCUMULATED (FOR SLOPES LESS THAN 3:1) A-A-SECTION 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 THE SIDES OF THE CONSTRUCTION EXIT TO PREVENT CONSTRUCTION TRAFFIC FROM SHORT F 2. ALL MATERIAL EXCAVATED FROM BEHIND SILT FENCE SHALL BE STOCKPILED ON AN (FOR SLOPES 3:1 AND GREATER) CIRCUITING/BYPASSING THE EXIT. UPLAND PORTION OF THE SITE IF SUITABLE FOR REUSE. SILT FENCE 3.PROVIDE SEDIMENT TRAP ON DOWN GRADIENT SIDE(OR BOTH SIDES)AS REQUIRED.SEDIMENT 3. SPECIAL ATTENTION SHOULD BE PAID TO ENSURE THAT NO UNDERMINING OF SILT FENCE SILT FENCE TYPE(WIRE SECTION DRAINAGE AVERAGE 41ILT1N1W1'FAER'Q DEN 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 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 EXIT(S)IS NOT CONTRACTOR SHOULD IMPLEMENT ADDITIONAL UPSTREAM STABILIZATION MEASURES OR SECTION 1 SLICED 3628 17.0 t3.5% - - 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 PUBLIC 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 i0 D 5. LOCATIONS WHERE VEHICLES ENTER AND EXIT THE SITE MUST BE INSPECTED FOR EVIDENCE OF RAIN - SEDIMENT TRACKING BEYOND THE PERMITTED PROJECT AREA ALL MATERIALS SPILLED,DROPPED, G EXISTING SILT FENCE DETAIL WASHED OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE SF - N 2 2"-3"CLEAN STONE REMOVED IMMEDIATELY. NOS LE GRADE ��,,, ( 6. ANY SEDIMENT DEPOSITED ON THE ROADWAY SHALL BE SWEPT AS NECESSARY(AND WITHIN THE SWPPP UPDATES AND AMENDMENTS 4' MINIMUM �$�r .. MAX.) SAME DAY AS DISCOVERY)AND DISPOSED OF IN AN APPROPRIATE MANNER. SEDIMENT SHALL SEDIMENT BASIN 1 .,Q BE WASHED INTO STORM SEWER SYSTEMS. THE GC MUST UPDATE THE SWPPP, INCLUDING THE JOBSITE BINDER AND SITE MAPS, TO REFLECT THE `" 7.'. EXIT(S)-WLL BE MAINTAINED`IN'A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE PROJECT SITE, UPDATES SWPPP INFORMATION"MUST. DISPLAYED PROMINENTLY 6"CRUSHED STONE BASE ACROSS THE TOP OF THE SIGN,AS SHOWN IN THE DETAIL SWPPP INFORMATION MIRAFY HP 370 GEOTEXTILE FABRIC FOR DRAINAGE AND I 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 FIJRATION 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 0 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 COPY OF 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 fSOTRUCTI,-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 N IS NO LONGER EFFECTIVE AT SUCH A TIME THE CONTRACTOR SHALL REMOVE THE INEFFECTIVE DAMAGE DUE-TO WEATHER(WIND,SUN,MOISTURE,EfC.). ITE DRY DENSITY STONE AND REPLACE PER DETAIL. IMPORTANT: NOTES: TICE THE GENERAL CONTRACTOR MUST SUBMIT A REQUEST FOR INFORMATION (RFI) TO THE CEC AND OBTAIN 1.THE SWPPP INFORMATION SIGN MUST BE SECTION B-B 9.IF EXIT BMP IS STILL INEFFECTIVE,GC MUST CONTACT THE ENGINEER AND SUBMIT AN RA AS WRITTEN CEC APPROVAL BEFORE DOING ANY OF THE FOLLOWING: NECESSARY. LOCATED IN A PROMINENT, PUBLICLY 1.MODIFYING EROSION OR SEDIMENT CONTROL BMPS (SUBSTITUTIONS ARE TYPICALLY ONLY APPROVED ACCESSIBLE LOCATION NEAR THE MAIN CO OF GE C;4' CONSTRUCTION ENTRANCE EXIT ENTRANCE TI THE SITE, SUCH WITHOUT COPY OFIF SPECIFIED MATERIALS ARE NOT AVAILABLE OR THERE IS A VALID REASON THE SPECIFIED BMP DOCUMENTATION CAN BE READ WITHOUT W -MART P MITONTiRACTODCALE WILL NOT WORK) ACCESSING THE JOBSITE, BUT NOT OBSTRUCTING ORIZAT N "PERMIT2.ADDING/DELETING EROSION OR SEDIMENT CONTROL BMPS, VIEWS AS TO CAUSE A TRAFFIC SAFETY HAZARD. A ORIZATI N 3.MODIFYING THE SWPPP IMPLEMENTATION SEQUENCE; OR 2.ALL POSTED DOCUMENTS MUST BE MAINTAINED `'$PiF9 - 4.PERFORMING ANY ACTIONS OR IN ANY MANNER THAT IS CONTRARY TO THE SWPPP. IN A CLEARLY READABLE CONDITION AT ALL a Rqg, TIMES THROUGHOUT CONSTRUCTION AND UNTIL - - THE CONTRACTOR MAY MODIFY OR ADD ADDITIONAL BMPS, WITHOUT CEC APPROVAL, IN AN EMERGENCY THE NOTICE-bF-TERMINATION (NOT) IS FILED DETAILED DESCRIPTION OF THE LOCATION OF THEI] SEDIMENT-LADEN SITUATION TO PREVENT SEDIMENT DISCHARGE OR PROTECT WATER QUALITY; HOWEVER, GC MUST NOTIFY FOR THE PERMIT. SWPPP DOCUMENTATION(BINDER AND SITE MAPS)0 RUNT�r MIN. V-MAX.2' •GRAVEL SHALL BE 2"-3"STONE UNOFF WATER 18 MIN 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. I �, GRAVEL'(12"MIN.DEPTH) SUPPLEMENTAL MEASURES AND TO OBTAIN THE REQUIRED APPROVALS. THE CONTRACTOR IS ULTIMATELY AUTHORIZATIONS MUST BE POSTED. THE '` t %"� PH SEDIMENT RESPONSIBLE TO ENSURE COMPLIANCE WITH THE PERMIT AND PROTECTION OF DOWNSTREAM WATER CONTRACTOR MAY UTILIZE ACCESSIBLE + SEDIMENT J QUALITY. WATERPROOF FOLDERS TO STORE THESE S 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. , P� x a• MAX. ADDENDA, SKETCHES, NEW SECTIONS, DETAILS, AND/OR REVISED DRAWINGS THAT HAVE THE CEC NAME 4.CONTRACTOR SHALL POST OTHER STORMWATER 5�.R 1"MAX CLEAN STONE -SLOPE 2:1 s IN PRINT, ARE STAMPED, SIGNED, DATED, AND ARE ACCOMPANIED BY WRITTEN COPY OF THE AND/OR EROSION AND SEDIMENT CONTROL "'a NOTE: SILT FENCE MATERIAL »WEEP HOL VARIES SEE ASSOCIATED RFI 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 DEWAT GRADING - IRE MESH THE CEC OF RECORD FOR THE PROJECT. BY THE GOVERNING AGENCIES. PRECAST"Drop Inlet 24"x24"x Variable > i PLAN FILTERED WATER 5.SUBSEQUENT PERMIT MODIFICATION REQUESTS -,�, height w/cast in frame"WITH SG2424-DIT OR RENEWAL APPLICATIONS AND THEIR AP ^f- GRATE(JENSEN PRECAST DRAWINGS PIG DRAIN INSERT OR EXIT STRUCTURE SPECIFIC APPLICATION ASSOCIATED AUTHORIZATIONS OR RESPONSES t(T, W! yp -YF.. - "DI24x24_2424FG_FF_A.dwg;DATED APPROVED EQUAL THIS METHOD OF INLET PROTECTION IS APPLICABLE - K SHALL BE POSTED ON THE SWPPP SIGN. 2/1/08).CONTRACTOR SHALL SELECT WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, 6.SIGN SHALL BE LOCATED OUTSIDE OF PUBLIC MINIMUM BOX AND/OR RISER HEIGHT MANHOLE BUT NOT WHERE PONDING AROUND THE STRUCTURE RIGHT-OF-WAY AND EASEMENTS UNLESS REQUIRED TO ACHIEVE THE SPECIFIED INVERT MI ADJACENT EXCESSIVE STRUCTUREINCONS AND INCONVENIENCE R DAMAGE APPROVED BY THE GOVERNING AGENCY. ELEVATIONS SHOWN ON THE ON-SITE STORM %"•''�•'�"'� DEVELOPER/OWNER 7.CONTRACTOR IS RESPONSIBLE FOR ENSURING DRAIN PLAN.CATCH BASIN SHALL INCLUDE A • �;E? WAL-MART REAL ESTATES STABILITY OF THE SWPPP INFORMATION SIGN. MINIMUM 1'SUMP. CONTRACTOR SHALL CONTACT 811 N91EL BUSINESS TRUST EROSION CONTROL DETAILS - 2001 SE 10TH STREET FOR LOCATION OF ALL UTILITIES, SHOWN ON THIS SHEET ARE s5 BENTONVILLE,AR AT LEAST 72 HOURS PRIOR TO WALMART STANDARD DETAILS SWPPP INFORMATION SIGN DETAIL 1P1 EXCAVATED INLET SEDIMENT TRAP 1P2 INLET PROTECTION DETAIL O L 72716-5570 BEGINNING CONSTRUCTION UNLESS OTHERWISE NOTED. NO SCALE O NO SCALE NO SCALE 479-204-1195 SITE OPERATOR/GENERAL CONTRACTOR: ALERT TO CONTRACTOR: NOTE TO GENERAL CONTRACTOR: r 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 g� DATE IN PROJECT DOCUMENTS.OUTLOT AREA TO BE KEPT FREE OF JOB TRAILERS AND STORAGE AFTER THE CONTRACT MILESTONE DATE FOR THE OUTLOT.WM GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUTLOT CONTRACTOR TO THE AREAS IDENTIFIED IN THE SWPPP OR IN THE FIELD,TO BE PROTECTED SPECIFIC PARCEL AT ALL TMES AFTER MILESTONE DATE.PURCHASER OF OUTLOT TO PROVIDE PERMIT DOCUMENT'S AND SWPPP (SUCH AS,NATURAL BUFFERS,TREES,HABITATS OF ENDANGERED/ IMPORTANT: GC MUST SIGN ALL PLAN SHEETS AND REQUIRED BY STATE/LOCAL REQUIREMENTS FOR SPECIFIC OUTLOT. THREATENED SPECIES,HISTORIC PROPERTIES,ETC.). x M ANY NEW PUN SHEETS ISSUED BY THE CEC. I 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 C gkf( DESIGNATION#3433 AGENCY:RIVERSIDE COUNTY TRANSPORTATION COMMISSION, CITY OF LAKE ELSINORE ELEVATION:/ eeaberE,�Farrow Irvine,CA92614 ogNN0Ugr9a�� CONCRETE COILLAR.6.96 LOCATION:NUMENT SOUTHWESTECOR ER CENTRAL AVENUE D: FOUND 2*BRASS DISCHCAMBERN �CC I t:949 296 0450 f:949 296 0479 s AVENUE(DOWN 1.0').AGENCY:NOVD -v 1929 V Z( 4 "E�12 31 20 * SCALE: N/A DRAWN: BB EROSION CONTROL SHEET3�50F�t- REMON H E 93156 DATE 08/08/19 - 'PglE, CIV\L y,�! DATE: CHECKED: JP - DETAILS - FILE No. ¢ tANN6 CITY ENGINEER J OUR AD RCE No. 46039 DATE of CAO ApH 10, 2019 Filename:P:\2008\200SO0688\-CURRENTDRAWMGS\_PRODUCTION FILES\ONSRE\200800888-ES-5-ES-8-PH1 Plot Dote:4/10/2019 5:58 PM BY,N"Brieeno - .. .._. 1 2 LEAVE 2 TO 3 INCHES 0TAKE THE 4 5 6 7 8 9 10 11 12 13 14 15 46 - 17 178 19 20 TUBE. reet Sweeping and Vbcuumin g SE-7 Material Delivery and Storage WM-1 Sanitary/Septic Waste ManIftemerllt WM-9 SWPPP UPDATES AND AMENDMENTS BACKRLL AND COMPACT LOOSE • ■.:.. :THE GC MUST UPDATE THE SWPPP, INCLUDING THE JOBSTrE 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 r.. r Ec E�,a envoi UPDATES SHALL BE MADE DAILY TO TRACK PROGRESS WHEN ANY OF THE FOLLOWING ACTIVITIES .' .,�";g,.' - -:T" EC Erosor Central $ r EC Eroao 0o4af I SE Se6�1r __..__ - SE SeomeelContrd s'. `` `rye , SE Se nentCo" OCCUR: BMP INSTALLATION, MODIFICATION OR REMOVAL, CONSTRUCTION ACTIVITIES (E.G., PAVING, �. r° 6-9 INCH - u "9 C.'" @ "] Tc TrxYxgca>¢a ` „?`�x '" ". FC Trsdvq TSTORM SEWER EMPORARY ORINSTALLATION. STABILIZATION. INSTALLATION. ETC.), CLEARING, GRUBBING OR GRADING, OR .+'' " WE word Erosa,Corat WE Wed Erssr:nCoeed WE Ord EMWp CoIft _ TUBES r ,"�,• Nostatrmranx a .Y No-swmw ter Non-51011maw STAPLE FLOW �} -� Ns Manape tcontroh " " N9 �t l „ t� M�cmvat IMPORTANT: yWe WasMsragen■ tl waeasad Vag ad THE GENERAL CONTRACTOR MUST SUBMIT A REQUEST FOR INFORMATION (RFl) TO THE CEC AND tau MaresSol • MesnCmEn OBTAIN WRITTEN CEC APPROVAL BEFORE DOING ANY OF THE FOLLOWING: .. _ . .. 6°(MIN) ' Ef P",e,ary STAPLES PLACED ABOUT 1 ,. EMBEDMENT = _ ■ a' i. B INCH UPSTREAM OF new c' ' NOT AVAILABLOR THERE IS A VALID REASON H } niNeaiw •- ? •* � 1.MODIFI'ING EROSION OR SEDIMENT CONTROL BM (SUBSTITUTIONS ARE TYPICALLY ONLY TUBE. r ® s«o,.a■w atxedre. se�eedap care■...I., ieco.,ean asrsow APPROVED IF SPECIFIED MATERIALS ARE ON THE '« SPECIFIED BMP WILL NOT WORK) 2.ADDING/DELETING EROSION OR SEDIMENT CONTROL BMPS; _ 3.MODWYING THE SWPPP IMPLEMENTATION SEQUENCE; OR '` �" WITH FLOCCULENT MAY BE INSTALLED BEFORE OR AFTER THE 4.PERFORMING ANY ACTIONS OR IN ANY MANNER THAT IS CONTRARY TO THE SWPPP. TUBES '` INSTALLATION OF ROLLED EROSION CONTROL PRODUCTS.BEFORE Targeted Constituents NSTALLATION OF TUBE,SMOOTH AND SHAPE EARTH SURFACE AND REMOVE Description alai Purpose Targeted constituents Description and Purpose Targeted constituents THE CONTRACTOR MAY MODIFY OR ADD ADDITIONAL BMPS, WITHOUT CEC APPROVAL, IN AN 'Desch I ALL STONES,ROOTS,OR OTHER DEBRIS GREATER THAN 2 INCHES IN Description and Purpose semnent 0 Prevent«induce,or eliminate the discharge ofpoflutantsfrom Sedicent 0 Proper sanitvS and septic waste management prevent the se*sen€ EMERGENCY SITUATION'TO PREVENT SEDIMENT DISCHARGE OR PROTECT WATER QUALITY; HOWEVER, Street seveeping and vacuuming includes use of self-propelled NItdects discharge of pollutants to stonnwater from sanitary and septic NA 0 GC MUST NOTIFY THE CEC AS SOON AS PRACTICAL AS TO HIS ACTIONS TO DISCUSS THE NEED DIAMETER. mateforrial raesby and NWieMs Gd and+na}I.behindee{uipmeuttoremos•esedimentframsireets 7rast, Ei 'wasteby ros" convesvent,well-maiatainedfacilities,and FOR ADDITIONAL OR SUPPLEMENTAL MEASURES AND TO OBTAIN THE REQUIRED APPROVALS. THE C watercourses by minimizing the of hazardous materials Trays �. providing Trayf. Q: androadway,,paving- ,,-ping and vacuuming in Israt info Metes onsite,storin n for regularserrieeanddis disposal. CONTRACTOR IS ULTIMATELY RESPONSIBLE TO ENSURE COMPLIANCE WITH THE PERMIT AND i IF INSTALLING TUBE ACROSS A DITCH,THEN EXCAVATE A PLACEMENT � gmaterialsia»atertightrnntainersand(ora. Metak; arrangi g P MHgs final Sweeptagardvacuuuungpr'eventssedmrentfrom _ PROTECTION OF DOWNSTREAM WATER QUALITY. TRENCH ABOUT 3 INCHES DEEP. ,the ro ect site 8arfena. completely-enclosed designated ecti sd tradaiv - p ) Ergot entering storm drains orteceixing waters. at-Ole are.:. 0 containment,conducting regular inspections, training. Earterta Suitable Applications SECTION employees and Subcontractors. cal am Grease ® Sanitary septic waste management practices are suitable for we ��0� AMENDING THE SWPPP DOES NOT MEAN THAT IT HAS TO BE REPRINTED. IT IS ACCEPTABLE TO ADD SnitableAppiies#imts '' organics la'.'at all construction sites that use temporary orportatilesanitaiy onOan'C' ADDENDA, SKETCHES, NEW SECTIONS, DETAILS, AND OR REVISED DRAWINGS THAT HAVE THE CEC 3 Sw-eepingand�at'ssuitab] anyWliR#kr. "1Tl '11,is best management practo,covers onlymatenaldeliver} andsepttewastescstems. NAME IN PRINT, ARE STAMPED, SIGNED, DATED, AND ARE ACCOMPANIED BY WRITTEN COPY OF THE o hackedfromnlAopublteor 04 andstorage:Forotherinfonnationonmaterials,seeFh3f PotendetAttBrn■tivi: ASSOCIATED RFl AND ITS RESPONSE FROM CEC. ENGINEERED ITEMS MUST BE SIGNED AND STAMPED 1 FOOT OVERLAP I` etreets and road3,":"" sTt'piRnts of egres ,` � �--"• Potential Alternatives LimitatsonS _ 6 TO 8 INCH WIRE STAPLES SPACED ''ac Dingars also applicable during preparation of Material Use,or lNA#-4,Spill.Prevention and Control For BY THE CEC OF RECORD FOR THE PROJECT. (MIN) I FOOT ON CENTER. surfaces£or final paving. - information on»rites,see the waste management BMPs in this Noe None identified: NI D section. Limitations Implementation btve itatipmg andvacuuming may not be effective when sediment. Suitable Applications Sanitaryor septic wastes should be treated ar disposed of in t�•QjE; QfVEI.OPER/OWNER is wet or when tracked sail is caked(calved soil may need to be 1:9ffise procedures are suitable for use at all construction sites accordance»ith state and local requirements.In maaycases, WAL-MART REAL ESTATES CONTRACTOR SHALL CONTACT 81 1 EROSION CONTROL with delivery and storage of the follovingmaterials: one contract with a local facility supplier will be all that ittakes BUSINESS TRUST DETAILS SHOWN ON scraped loose): to make sure sanitary wastes are properly disposed. FOR LOCATION OF ALL UTILITIES, THIS SHEEr ARE 6 TUBES INCH 2001 101H STREET AT LEAST 72 HOURS PRIOR TO WALMART STANDARD STAKES SPACED 1 FOOT ON CENTER IN r Soil stabilizers and biadenAR Implementation Storage Disposal �' BEGINNING CONSTRUCTION DETAILS UNLESS TUBES AND AT OVERLAP AND IN CHANNELS. St nndlhs tiProcedraes 72716-5570 ■ Gontroiliug the aumklr of points where`'nhielac ca¢1�as' ■ pesticides andherbi«des • T r sanitary facilities should be located au r from - OTHERWISE NOTED. OTHERWISE SPACED 2 FEET ON CENTER. emP9 a47 n' Y 479-204-1195 the site will a}]ow sweeping and Garuuming efforts tabu` PRESS DOWNSTREAM EDGE OF PLUMPED drainagen.if i�e wnditionsall and fromallow, traffic E focused.and perhaps sate money ■ .Fertilizers $PPE OPERATOR UP TUBE ABOUT 1 INCH UPSTREAM AND circulation.If site conditions allow,place portable facilities {GENERAL CONTRACTOR: DRIVE STAKES INTO THIS INDENTATION, aminimum of so fear from drainage conveyances and NOTE TO GENERAL CONTRACTOR: ■ Iaspeet potemial sediment tracking locations daily: ■ Detergents PLAN -' traffic areas.When subjected to high winds or risk of high. it r `` ' ttrackingshou]d be ssivept orxacuumed on ■ Plaster winds,temporary sam",facilities.should ue secured to SUPERINTENDENT: GENERAL GUIDELINES FOR SPACING OF - reveatoverurrnin PRIOR TO CONSTRUCTION,GC MUST CLEARLY DEUNFATE AND MARK OFF TUBE TRENCHES FOR SLOPE INSTALLATIONS a F g- AREAS IDWFIED IN THE SWPPP OR IN THE FIELD,TO BE PROTECTED • Petroleum products such as fort,oil,and grease. (SUCH AS,NATURAL BUFFERS TREES,HABITATS OF ENDANGERED/- SLOPE GRADIENT TUBE INTERVAL li k " gparattaehmemts.These - '., IMPORTANT. GC MUST SIGH ALL PLAN SHEETS AND 1H:1V 15 FEET GENERAL GUIDELINES FOR SPACING OF TUBE - - `-� _^_� .,�..,e, INATENED SPECIES,HISTORIC PROPERTIES,ETC.). TRENCHES FOR CHANNEL INSTALLATIONS - -`" -- - ,£. ANY NEVNW PLAN SHEETS ISSUED BY IRE CEC. 2HaV 25 FEET :� oma H:,ndbact< x aGz ,:•`ant+ar. ,.:. _.� CONTRACTOR: A� F 3HaV 35 FEET SLOPE TUBE INTERVAL gafliip,aro� .zoosNmnwatert .rwea. ALERT TO CONTRACTOR: 9 xKt�en " 4H:1V 50 FEET 2% 25 FEET �''°`' .°o" u°° '. ALL WM GENERAL CfHRRACTOR WORK TO BE COMPLETED(EARTHWORK,FINAL UTILITIES,AND FINAL GRADING)BY THE NOTE: REFERENCE CASOA CALIFORNIA STORMWATER BMP HANDBOOK FOR ADDITIONAL NOTE:REFERENCE CASOA CALIFORNIA STORMWATER BMP HANDBOOK FOR ADDITIONAL NOTE:REFERENCE CASOA CALIFORNIA STORMWATER BMP HANDBOOK FOR ADDITIONAL MILESTONE DAIE IN PROJECT DOCUMENTS.OU IJOT AREA TO BE KEPT FREE OF JOB TRAILERS AND STORAGE AFTER THE REPLACE TUBES WITH FLOCCULENT PER MANUFACTURER'S SPECIFICATIONS. DETAILS/SPECIFICATIONS. - DETAILS/SPECIFICATIONS. DETAILS/SPECIFICATIONS. CONTRACT MILESTONE DAIE FOR Tip DUROT WM GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUTLET FIBER ROLL DETAIL STREET SWEEPING AND VACUUMING MATERIAL DELP/ERY AND STORAGE SANRARY SEPTIC WASTE MANAGE►AENT CONTRACTOR N THE SPECIFIC PARCEL STATE/LOCAL ALL OCAL AFAR MILESTONE DALE.SPECIFIC OUSER OF O111L0T TO PROVIDE PERMIT SC5 SE7 WM1 WM9 / DOCUMENTS AND SWPPP REQUIRED BY 5TA1E LOCAL REQUIREMENTS FOR SPECIFIC OURAT. NOS NO SCALE NNO SCALE DIVERSION DIKE L(SEE PHASE I SITE MAP) " 12 MIN.FREEBOAR - {-"-2-- NOTE 2 3 C PLYWOOD 10 mI`: * U ;' „/.---1200 m a bra men A FLOWDEPTH-�- - --- PAINTED WMtiE �`` : II. 6.ACK LETTERS DESIGN r,SJ.F F DESI 50 men HEIGHT 2' ,.- tT r I no ' v _ +AjG srREWS FILTER FABRI + x--,,�° - NOTE 1 -. '(ta 5 men) "� .� r - _ CHANNEL LINED TO PREVENT EROSION(SEE TABLE IN THIS'DETAIL) ' 'z 89 men x.2n m) `7.v' r ...,. 'r'::;ca:r''` `��� ���� TYPICAL VEE SHAPED DIV RSION liL�YDi Awe .. // ? I _ RAVE/ 1. REMOVE ANY EXISTING VEGETATION AND SCARIFY OR BENCHADJACENT SOILS PRIOR - H $ATM A,II. NOT TO SCALE -~- „ •. f/r-� TO PLACING BERM. F LAGGI _ 'rE W14r "`,.�-�.--� ""1 '} ;''•b..e \ f rj',- i' 2. BERM MATERIALS MUST BE ADEQUATELY COMPACTED AND IMMEDIATELY STABILIZED. WA TAN- }.EXCAVATED{ `/r� 3. DIVERSION DITCHES/BERMS MUST BE IMMEDIATELY STABILIZED TO PREVENT EROSION {OR EOUWALM) ✓ .�s ., -r' "{ea AREA P / 4. AND TRANSPORT TEOF SEDIMENT. CIFICATION, 3m MINIrlLllit02300 ✓'"-" _ e µ"S FINISHED GRADE W OUTLET(PERSPECTIVE) FLOW NOTES: DIVERSION DITCHESD BERMS ERMS -3600 C.Y.AC DIVERSION NAME LENGTH LONGITUDINAL DESIGN FLOW EROSION PROTECTION TYPE 1. CONCRETE WASTE MANAGEMENT PERTAINS TO WASTE FROM .----" __�.� �, TOTAL.VOLUME. ifs T-52 1 H CONCRETE READY-MIX TRUCKS,MASONRY OPERATIONS,AND •r ,�.,.., / - AND SEGMENT (�.) SLOPE DEPTH IN " SIMILAR WASTE. r,�,._...� "'Y .. ( ,) (I.E.,MATTING,BLANKET,ETC.) 2. THE LOCATION OF CONCRETE WASHOUT CONTAINERS SHALL BE a RIPRAPON-SITE DIVERSION SEE SHEET SEE SHEET SEE SHEET ROCK-LINED SCALE WITH 6 SHOWN ON THE SITE MAPS AND ARE PERMITTED BY THE STATE. —WIRE MESH AND SILT RIP-RAP, 16"DEEP LINE FENCE MATERIAL GRAVEL* ORIGINAL CHANNEL(TYP.)- ES-3 ES-3 ES-3 ` 3. DISCHARGE OF EXCESS OR WASTE CONCRETE AND/OR WASH WIRE MESH AND SILT - MIN.3600C.F./AC GEDTEXTILE FABRIC(SEE 02370 GROUND SWALE WITH FILTER FABRIC ;.4 WATER FROM CONCRETE TRUCKS IS ALLOWED AT THE FENCE MATERIAL MAINTAIN ACCESS TO COVER OF DRAINAGE AREA SPECIFICATION,CEC TO SPECIFY) ELEVATION - - - - - CONSTRUCTION SITE ONLY COMMERCIALLY AVAILABLE ABOVE 12" FOR INSPECTION SECTION A-A WAL-MART _ GROUND PORTABLE CONCRETE WASHOUT CONTAINERS ARE ALLOWED AND MUST BE PROTECTED FROM VEHICLE TRAFFIC * 'GRAVEL SHALL BE 2"-3"CLEAN STONE STANDARD ^y, AND CLEARLY IDENTIFIED BY LEGIBLE SIGNAGE,AND MUST BE GRAVEL FILTERED WATER DETAIL A' LOCATED OUTSIDE OF VEGETATED BUFFERS AND AS FAR AS RUNOFF WATER CURB INLET SO SEDIMENT BASIN WTIH STONE OUTLET - pC DIVERSION CHANNEL J PRACTICABLE FROM STORMWATER CONVEYANCES AND IMPOUNDMENTS AND WATER BODIES. PORTABLE CONCRETE L NO SCALE NO SCALE WASHOUT CONTAINERS SHALL CONTAIN AND/OR ACTIVELY •-<:+ _''''` z - _ MANAGE BOTH,SOLD 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 - - EVENT. A - 4. ALTERNATIVELY,WASTE CONCRETE CAN BE PLACED INTO FORMS '` r "-;y _ TO MAKE RIP RAP AND/OR OTHER USEFUL CONCRETE r ° 'r. K :t, _ '` ':' �(- PRODUCTS. PORTABLE CONCRETE WASHOUT CONTAINERS SHALL r ' '",i :~• �' _ GRAVEL BAGS OVERLAP BE DIS POSED IN ACCORDANCE WITH APPLICABLE LOCAL,STATECONGRETE GUTTERAND FEDERAL REGULATIONS. THE GC IS RESPONSIBLE FOR � ONTO CURB z.."ASSURING THAT THESE PROCEDURES,APPLICABLE LAWS,AND - ' 'INOTE•RC ?iWM&biya_............ +1 -, ENVIRONMENTAL REGULATIONS ARE FOLLOWED. THE LOCATION 12" 1. PLACE RIP-RAP AND LEAN GROUT IN ALL AREAS INDICATED ON THE DRAWING.THE 1`0 SCALE 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 3 FT(0.9 M)MIN. AS RIP-RAP SHALL WEIGH BETWEEN 50-150 POUNDS EACH,AND AT LEAST 60 L WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE RUNOFF PERCENT OF THE STONES SHALL WEIGH MORE THAN 100 POUNDS EACH. T:a ` '•�-^ • "-- SOURCE BOX INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED "�""�W 2.GRADE SUBGRADE BELOW RIP-RAP PAD SMOOTHLY BEFORE PLACING THE STONES. #ARSE 6 SHALL- LAST REVISED: WAL-MART AREAS. - 3.SEE,PLAN FOR DIMENSIONS OF PAD. THREE LAYERS OF GRAVELBAGS 4.-ALL STONES SHALL BE SPACED 1"-3"APART AND PLACED BY HAND. �. OF.T}K TEMPORARY STANDARD' *GRAVEL SHALL BE 3/4"-2" ANGULAR CLEAN STONE GAP BETWEEN BAGS WITH ENDS OVERLAPPED JUNE 2013 DETAIL ACTS AS SPILLWAY 5. RIP-RAP SHALL BE GROUTED SUCH THAT NO CAVITY OR VOID SHALL EXIST UNDER ` _ THE STONES NOTE: REFERENCE CASQA CALIFORNIA STORMWATER BMP HANDBOOK FOR ADDITIONAL DETAILS/SPECIFICATIONS WMa CONCRETE WASTE MANAGEMENT WASHOUT AREA WITH SIGN 1P3 GRAVEL CURB INLET SEDIMENT FILTER SE8 SANDBAG BARRIER RR RIP-RAP DETAIL M NO SCALE NO SCALE NO SCALE NO SCALE MARK REVISIONS APPR. DATE OFESE PLANS DEVELOPMENTVE BEEN IiiVE—WED FOR AND/OR CITY AND STATE LAWS,COMPLIANCE AND AITH THE PERMIT MAY BEIASSUCDONDITIONS PREPARED BY: 30ExecutivePark,Suite100 SEAL BENCHMARK. CITY OF LAKE ELSINORE oR"W"a N0M8m 10* A�i�II��QQQQ�II�p�ppp"rr ■�' `.' �YI'TSSitK(i DESIGNA710N f3433 AGENCY:RIVERSIDE COUNTY TRANSPORTATION COMMISSION. 1men r9f arPOW Irvine,CA 'Q,NNNOUipj9G�5= CONCRETE COIUAR.L6.96 OCATION:NSOUTHWESTUMENT ECORERCENTRAL AVEN 2"BRASS UE AND HCAMBERN ES' f q `� t:949 296 0450 f:949 296 0479 m AVENUE(DOWN 1.0').AGENCY:NGVD 1929 ` No. 12 3 N31i zD e SCALE: / DRAWN: BB EROSION CONTROL SHEET AX&OF REMON HABIB -RCE 83156 DATE 1 f OS/OB/19 ,p4 Vt �p A DETAILS FILE N cc AGTINB CITY ENGINEER J OUR AD RCE No. 46039 DATE a of CAUL DATE: April 10, 2019 CHECKED: JP I of Fllaname:P:\2008\200800688\-CURRENTDRAWIIGS\.PRODUCTION FILES\ONSI E\200800688-ES-5-ES-8-PH1 - Plot Dote:4/10/2019 5:58 PM BY:Noel Briesno 1 1 2 1 3 1 4 1 5 161 7 18 1 9 1 10 1 11 1 12 1 13 1 - 14 115 1 16 17 - - 18 119 1 20 NOTES: - NOTES: NOTES: 1. THE GC IS REQUIRED TO, AT A MINIMUM, INITIATE SOIL STABILIZATION MEASURES IMMEDIATELY WHENEVER ANY CLEARING, GRADING, EXCAVATING A OR OTHER EARTH DISTURBING ACTIVITIES HAVE PERMANENTLY CEASED ON ANY PORTION OF THE SITE, OR TEMPORARILY CEASED ON ANY ETATION AND HAVE NO PROTECTION FROM PARTICLES 1. ALL ON-SITE TOPSOIL MUST BE PRESERVED FOR REUSE ON THE SITE DURING REVEGETATION, UNLESS IT IS PORTION OF THE SITE AND WILL NOT LIKELY RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS 1. LARGE AREAS OF SOIL THAT ARE DENUDED OF VEG BEING PICKED UP AND CARRIED BY WIND SHOULD ET PROTECTED WITH A TEMPORARY COVER A KEPT INFEASIBLE OR UNREASONABLE TO DO SO. (NOTE: TOPSOIL STOCKPILING ON-SITE MAY BE INFEASIBLE IF 2. THE GC HAS 7 DAYS FROM INITIATION OF STABILIZATION TO.COMPLETE SOIL PREPARATION, SEEDING, MULCHING, AND ANY OTHER REQUIRED UNDER CONTROL WITH WATER OR OTHER SOIL ADHERING PRODUCTS TO PREVENT SOIL PARTICLES FROM SPACE IS NOT AVAILABLE ON-SITE FOR TOPSOIL STOCKPILING OR IF LITTLE TO NO VEGETATION IS TO REMAIN NOTES: ACTIVITIES RELATED TO THE PLANTING AND ESTABLISHMENT OF VEGETATION. THE GC ALSO HAS 7 DAYS FROM INITIATION OF STABILIZATION TO BECOMING AIRBORNE,AND FROM EXITING THE SITE PERIMETER. UNDER POST-CONSTRUCTION CONDITIONS. STOCKPILING OF TOPSOIL AT AN OFF-SITE LOCATION OR COMPLETELY INSTALL NON-VEGETATED MEASURES,IF UTILIZED. TRANSFER OF TOPSOIL TO OTHER LOCATIONS MAY ALSO BE ACCEPTABLE BUT MUST BE AUTHORIZED BY THE 1. STORM DRAIN INLET PROTECTION MEASURES SHALL PREVENT SOIL AND DEBRIS FROM ENTERING STORM 3. ALL DISTURBED AREAS MUST BE STABILIZED TEMPORARILY WITH,THE USE OF FAST-GERMINATING ANNUAL GRASS/GRAIN VARIETIES APPROPRIATE 2. WATER TRUCKS OR.OTHER DUST CONTROL AGENTS SHALL BE USED AS NEEDED DURING CONSTRUCTION TO CEC). DRAIN INLETS. FOR SITE SOIL AND CLIMATE CONDITIONS. MULCH IS REQUIRED FOR ALL SEEDING APPLICATIONS,AND ALL MULCH APPLICATIONS MUST INCLUDE 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 MULCH BY 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 UTIUZED 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 APPLICATION NOT INCLUDED IN THE SWPPP MUST BE APPROVED,IN WRITING,BY THE CEC. SEEDING OR STABILIZATION DETAIL SUITABLE ALTERNATIVE MEANS OF STABILIZATION CAN BE USED, SUCH AS 3. TO PREVENT CLOGGING,STORM DRAIN CONTROL STRUCTURES MUST BE MAINTAINED FREQUENTLY. S. 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 RILET PROTECTION TS TEMPORARY SEEDING OR STABILIZATION LAST UPDATED JUNE 2012 AT N 01 T R ISED JUN 013 �..// SWPPP UPDATES AND AMENDMENTS NOTES: - 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 D 1. SUBSTANCES THAT HAVE THE POTENTIAL FOR POLLUTING SURFACE AND/OR GROUNDWATER MUST BE NOTES: NOTES: MADE DAILY 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 EACH WORK DAY; SUCH MATERIALS SHALL 2. SOLID MATERIALS,INCLUDING BUILDING MATERIALS,ARE ALLOWED TO BE DISCHARGED FROM THE SITE THE GENERAL CONTRACTOR MUST SUBMIT A REQUEST FOR INFORMATION (RIFT) TO THE CEC AND OBTAIN WITH COVERS MUST BE REPAIRED OR SUPPLEMENTED. ALSO. PROTECTIVE BERMS MUST BE CONSTRUCTED, IF REMAIN STORED IN CONTAINERS WHEN NOT IN USE. WTH STORM WATER. 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.MODIFNNG EROSION OR SEDIMENT CONTROL BMPS (SUBSTRUTIONS 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 SPECMED MAT£RKS ARE NOT AVAILABLE OR THERE IS A VAUD 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.AOD1F"MGELETING EROSION OR SEDIMENT SEQUENCE; 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 SOUD WASTE AND CHEMICAL DISPOSAL 3. THE MASONS'AREA SHALL MEET OSHA AND OTHER REGULATORY REQUIREMENTS FOR PERSONAL PROTECTIVE 3.PERFOAMG 1HE SWPPP IMPLEMENTATION MANNER OR STORMWATER. WASTES THAT CANNOT BE STORED IN A CONTAINER MUST BE STORED UNDER COVER OR FACILITY. 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. 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 AND TO OBTAIN THE REQUIRED APPROVALS. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE TO F ENSURE COMPLIANCE WITH THE PERMIT AND PROTECTION OF DOWNSTREAM WATER QUALITY. SOLID WASTE DISPOSAL MLSA MATERIAL 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, fL SKETCHES, NEVY SECTIONS, DETAILS, AND/OR REVISED DRAWINGS THAT HAVE THE CEC NAME IN PRINT, ARE USTUPTE E T013 LAST UPDATED JUNE 2013 LAST UPDATED JUNE 2013 STAMPED, SIGNED, DATED, AND ARE ACCOMPANIED BY WRITTEN COPY OF THE ASSOCIATED RFl AND ITS RESPONSE FROM CEC. ENGINEERED ITEMS MUST BE SIGNED AND STAMPED BY THE CEC OF RECORD FOR THE E GC SHALL IDENTIFY FUELING AREAS WITH LEGIBLE SIGNAGE ON THE SITE. TEMPORARY ON-SITE FUEL TANKS FOR - PROJECT. RUCTON VEHICLES SHALL MEET ALL LOCAL, STATE AND FEDERAL REGULATIONS. ALL TANKS, SINGLE AND DOUBLED, SHALL BE PROVIDED WITH SECONDARY CONTAINMENT (THAT IS CONTAINMENT EXTERNAL TO AND SEPARATE FROMIMARY CONTAINMENT). TANKS SHALL HAVE APPROVED SPILL CONTAINMENT WITH THE CAPACITY REQUIRED BY THEPLICABLE 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 7. 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 3. PROVIDE ADEQUATE SUPPLY OF WATER AND ANY OTHER SUPPLIES TO ENSURE PROPER OPERATION OF WASH H EXDNGUISHERS, ETC. HOSES,VALVES, FIRINGS,CAPS, FILLER NOZZLES,AND ASSOCIATED HARDWARE SHALL BE MAINTAINED SHALL BE SHOWN ON THE SITE MAPS. 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 FACILITIESPsw PAINT AND STUCCO WASHOUT T REVISED JUNE 2013 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 UDUZE SUCH DESIGNATED AREAS. CLEANING, MAINTENANCE, AND - J NOTES: REPAIR AREAS SHALL BE PROTECTED BY A TEMPORARY PERIMETER BERM, SHALL NOT OCCUR WITHIN 150 f 2. HAZARDOUS WASTE STORAGE MUST BE PROTECTED FROM WEATHER ELEMENTS AND HAVE RESTRICTED FEET OF ANY WATERWAY, WATER BODY OR WETLAND, 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 WA.LMART 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 ESA EQUIPMENT AND VHICLE CLEANING AND MAINTENANCE AREAS wWkOM�rR��ESTATES LAST D JUNE 2013 LAST UPDATEDN 13 LAST REVISED JUNE 2013 BUSINESS TRUST 2001 SE LOTH STREET NOTES: BENTONVIUE,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 CONTRACTOR: 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 CONTRACTOR SHALL CONTACT 811 IMPORTANT: GC MUST SIGN ALL PLAN SHEETS AND IMPOUNDMENTS AND TO FOSTER VEGETATION GROWTH. 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 ANY NEW PLAN SHEETS ISSUED BY THE CEC. DATE IN PROJECT DOCUMENTS.OUTLOT AREA TO BE KEPT FREE OF JOB TRALLERS AND STORAGE AFTER THE CONTRACT FOR LOCATION OF ALL UTILIT S, AREAS IDERiIFTEO IN THE SWPPP OR IN TIC FIELD,TO BE PROTECTED MILESTONE DATE FOR THE OUTLOT.WM GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUTLOT CONTRACTOR TO THE AT LEAST 72 HOURS PRIOR TO SUCH AS,NATURAL BUFFERS,TREES,HABITATS OF ENDANGERED IRRIGATION OR DISPERSION SPECIFIC PARCEL AT ALL TIMES AFTER MILESTONE DATE.PURCHASER OF OUTLOT TO PROVIDE PERMIT DOCUMENTS AND SWPPP BEGINNING CONSTRUCTION ( / ID THREATENED SPECIES,HISTORIC PROPERTIES,LTC.). REQUIRED BY STATE/LOCAL REQUIREMENTS FOR SPECIFIC OUTLOT. - M LAST REVISED JUNE 2012 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 p0.pNO 4yI DESIGNATION f3433 AGENCY:RIVERSIDE COUNTY TRANSPORTATION COMMISSION. CITY OF LAKE ELSINORE ELEVFW/Y1Y Irvine,CA92614 oaNNOUgl9 CONACRETE COILLAR.6.96 LOCATION:NSMOUTHWEST ENT CORNER CENTRAL AVENUE ANDTYPE., FOUND 2*BRASS DISCHCAMBERN ES MIL ~• , t 949 296 0450 E 949 296 0479 a.% AVENUE(DOWN 1.0').AGENCY:NGVD 1929 "° �039 SCALE: N A DRAWN: BB EROSION CONTROL SHEETµ4,LOF4 ExP,12 31 2° ` - ' osroarls PERFORMANCE STANDARDS REMAN CITY RCE 63156 DATE +rE �` DATE: CHECKED: JP FILE No. / ACTING CITY ENGINEER J OUR AD RCE No. 46039 DATE OF CAVV April 10, 2019 I J3�b Filename:P:\2008\2008006W\-CURRENTDRAWINGS\-PRODUCTION FILES\ONSIIE\200800688-ES-5- ES-8-PHI Plot Date:4/10/2019 5:59 PM BY:Neel Briseao - - 1 2 3 4 5 1 6 1 7 1 8 1 9 - 10 ii 12 13 14 15 16 17 18 19 20 i-\ It / I ,�1�• ��In �;. - , � ,( EROSION CONTROL NOTES >SWPPP UPDATES AND AMENDMENTS / / 1\ / I \ t THE GC MUSE UPDATE THE SWOPS, INCLUDING THE JOBSITE BINDER AND SITE MAPS,HTO E A �� a / I i / / �r !�! j \ ! \/ \ I (} } { 1+ \\ ,� ✓ � THE FOLLOWING EROSION CONTROL AND NPDES NOTES @ WITH BLANKS FILLED IN,SHALL BE PLACED ON THE PUNS: REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE S 1 ✓ I ! \ X 1 \ / 1. ALL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE ORDINANCE PROJECT SITE UPDATES SHALL BE MADE DAILY TO TRACK PROGRESS WHEN ANY OF THE ) } \ \ I \ --�, ! ,. NOS.529,772, 1237, 1004,CONSTRUCTION SITE BEST MANAGEMENT PRACTICES(BMPS),AND STANDARDS OUTLINED WITHIN FOLLOWING ACTIVITIES OCCUR: BMP INSTALLATION, MODIFICATION OR REMOVAL, �.��,. .�� THE LAKE ELSINORE DESIGN MANUAL CONSTRUCTION ES E.G PAVING, STORM SEWER INSTALLATION, FOOTING LIMIT 2. THE DEVELGPER/CONTRACTOR IS RESPONSIBLE FOR ANY DISCHARGES BY SUBCONTRACTORS. INSTALLATION, ETC., CLEARING, GRUBBING OR GRADING, OR TEMPORARY OR PERMANENT C - E---- ,,°`-`' • .. -- IP -- 3 N CASE OF EMERGENCY, A)CTIVm e IP4 2 IP4 _ ,' I Y,CALL RESPONSIBLE PERSON AT IP4 - _ DISTUR E ? _ IP3 �r az- - `'s IP4 Y ( ) STABILIZATION. (24-HOUR PHONE NUMBER). 4. DEVICES TO REDUCE EROSION DAMAGE SHALL NOT BE PLACED MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE QUALIFIED IMPORTANT: - .°, IP4 IP4 �, \a - _ - /'- ""�'�• SWPPP DEVELOPER,CITY ENGINEER,OR IN AN EMERGENCY,BY THE PERSON RESPONSIBLE FOR GRADING OPERATIONS. THE GENERAL CONTRACTOR MUST SUBMIT A REQUEST FOR INFORMATION (RFI)TO THE CEC 0 9 r I q / 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: B , �. i - _ I _ 1 `, j CONSTRUCTION.THE CONSTRUCTION SITE SHALL BE MANAGED TO MINIMIZE THE EXPOSURE TIME OF DISTURBED SOIL AREAS INSTALL 100' THROUGH PHASING AND SCHEDUUNG OF GRADING AND THE USE OF TEMPORARY AND PERMANENT SOIL STABILIZATION. 1.MODIFYING EROSION OR SEDIMENT CONTROL BAPS (SUBSTTTUFIONS ARE TYPICALLY II - STORMWATER OUTFLOW f y C /1 s T ( MIN.2 At;ON. SF�CF CF SF \y } 6. ONCE DISTURBED,GRADED SLOPES EXCEEDING A 3:1 RATIO AND/OR TEN(10)FEET IN HEIGHT(TEMPORARY OR PERMANENT) ONLY APPROVED IF SPECIFIED MATERIALS ARE NOT AVAILABLE OR THERE IS A VALID ?2 OFFSRE STORMWATER FLOWS INTO THE T { �� l COMPACTED \l o�; Y / SHALL BE STABILIZED IF THEY WILL NOT BE WORKED WITHIN 7 DAYS.DURING THE STORM SEASON,ALL SLOPES SHALL BE REASON THE SPECIFIED BMP WILL NOT WORK) IP3 IP4 I,s9 73'SD IN CAMBERII AVENUE AND 3RD �, .;a �, •;_ SUBGRADE INSTgL,L j } ONSITE LIMIT OF DISTURBANCE, \ r"` -`\ 1 t STABILIZED 24 HOURS PRIOR TO A PREDICTED STORM EVENT.CONSTRUCTION SITES SHALL BE REVEGETATED AS EARLY AS 2•ADDING/DELETING EROSION OR SEDIMENT CONTROL BMPS; I I SIHEET. ONSITE STORMWATER FLOWS ) �A+e �.�' a o" o �' o SATE d / I } \ i FEASIBLE AFTER SOIL DISTURBANCE AND WITHIN 7-DAYS OF COMPLETION. ' CONSTRUCTION FENCE AND SILT I / - 3.MODIFYING THE SWPPP IMPLEMENTATION SEQUENCE;OR LIMN OF I INTO EITHER THE DosTING 30'So IN 7 >-+�; , w.. v _ d ) �p LOD ALONG ABUTTING \ i 7. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT THE CONCLUSION OF EACH / t r DEXTER AVENUE OR THE PROPOSED 78' / ."e• ..F•+ \ \ 4.PERFORMING ANY ACTIONS OR IN ANY MANNER THAT IS CONTRARY TO THE SWPPP. DISTURBANCE p (,\ ' ` �' ! ! I d STREETS ALSO A DEMARCATION i \ I i WORKING DAY. r 2 S0 IN 3Ro STREET. BOTH STORM `4. .� \ 8. THE CONTRACTOR SWILL IMPOUNDED. RESPONSIBLE AND HAVE SIGNS POSTED ON THE SITE TO WARN AGAINST PUBLIC TRESPASS INTO DRAINS OUTLET APPROXIMUELY 1.s MILES` / l t OF THE BND OFF-SITE. BETWEEN / \ ` IP4 r THE CONTRACTOR MAY MODIFY OR ADD ADDITIONAL BAPS,WITHOUT CEC APPROVAL, IN AN It! i $ ! \�� '-`` } � 1 ON-SITE AND OFF-S1TE.SEE..' \ �, AREAS WHERE HATER IS IMPOUNDED. C I• ; �"\ I SO�wc WATERS LAKE EL ELSINORE r;as\�'� � -O"-J O � � j }ONSITE EROSION CONTROL SFIEEf 1 �\\ �" i II I 9. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. EMERGENCY SITUATION NOTIFY PREVENT SEDIMENT DISCHARGE IC PROTECT WATER QUALITY; REGULATED BY RIVERSIDE COUNTY. ° y I• �.;: ✓ „ SEE EROSION CONTROL 1 \ \ ! i 10. PLACEMENT OF DEVICES TO REDUCE EROSION DAMAGE WITHIN THE DEVELOPMENT SHALL BE SHOWN ON THE APPROVED PLAN. HOWEVER, GC MUST NOTIFY THE CEC AS SOON AS PRACTICAL AS TO HIS ACTIONS TO IX-4 F'IN2 CONTINUATION. DISCUSS THE NEED FOR ADDITIONAL OR SUPPLEMENTAL MEASURES AND TO OBTAIN THE z CV a ' PUN ES-3&ES-4 FOR, %�`�; (P)WAIhART J (__l. 11. DESILTING FACILITIES AT ALL DRAINAGE INLETS FOR THE GRADED SITE SHALL BE DESIGNED FOR TWENTY-FIVE(25)YEAR,SIX REQUIRED APPROVALS. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE TO ENSURE { NOTE: ONSITE SEDIMENT BASINS FOR ,lL _ J CONSTRUCTION 04TFAICE\'- '} I !"t r BUILDS , ' \ a• (6)HOUR STORM INTENSITY.THEY MUST BE DETAILED ON THE PLANS.DESIGN AND SPECIFIC RECOMMENDATIONS SHALL BE COMPLIANCE WITH THE PERMIT AND PROTECTION OF DOWNSTREAM WATER QUALITY. THE WEST SIDE of THE 0 1 I o o 9 o ' COORDINATION.. ` v \b\\ T J j i I 3 U I / FOOTPRINT Opp 1 I SUBMITTED FOR THE FOLLOWING: PROPSOUTHWEST OUTFLOW TO T THE 1 i f 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 � IP4 SOUTHWEST SIDE OF THE _ _ 4, �\ ,� / PROPERTY. ENTERS THE HE OUTFLOW STREET BO /J j - - t \ 1 '' \• \_-/ I i ) } 1 `' -. ! B)THE EXTENT OF ALL GRADED AREAS AND IDENTIFICATION OF ANY TEMPORARY SOIL STABILIZATION MEASURES. TO ADD ADDENDA, SKETCHES, NEW ACTIONS, DETAILS, AND/OR REYI D DRAWINGS THAT STAGING AREA LOCATION: �` \ o-.y f / r 1 ! AND THE DEXTER AVENUE M54 / SEE EROSION CONTROL- 1 \ \ l / I / ?gy C)SIZE OF DESILTING BASIN OUTLET PIPE AND OVERFLOW. HAVE THE CEC NAME IN PRINT,ARE STAMPED,SIGNED,DATED,AND ARE ACCOMPANIED BY y THE IONS E STAGING AREA AS INDICATED } �I PRIOR TO DISCHARGE INTO LAKE / ON SI# .IT14' THE owsTE -PUN SHEET ES-3& } I \�� f(\ \ ) r-r /~ D)DIKE REQUIREMENTS.SHOW MINIMUM WALL WIDTH,SLOPE OF WAILS,PERCENT OOMPACTON,ETC. WRITTEN COPY OF THE ASSOCIATED RA AND ITS RESPONSE FROM CEC.ENGINEERED ITEMS D \\I a ! ELSINORE / EROSION CONTROL puns,YWu BE usYn ES-4 FOR STAGINGmil/.l d\ t,,l , ( f• E)OUTLET CONDITIONS FROM THE DESILTING BASIN SCULL NOT EXCEED DOWNSTREAM LIMITATIONS,WITH THE EXCEPTION OF MUST BE SIGNED AND STAMPED BY THE DEC OF RECORD FOR THE PROJECT. \ i 2 I FOR BOTH ONSITE AND OFFSITE SIAGINs. AREA COORDINATION. �, } } �...��._ // � / i , OVERFLOW,WHICH IS TO BE DESIGNED TO PROVIDE CAPACITY OF 1.5 TIMES THE MAXIMUM DESIGN FLOW. ONSITE SEDIMENT BASINS FOR �, AS f i THE cowrRAcroR sltau�aDIY',wo/Wt "�,! / ; 12. NECESSARY MATERIALS SHALL BE AVAILABLE ONSITE AND AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF I THE EAST SIDE OF THE / / RELOCATE THE STAGING AREA AS NEEDED - "� I S { I �� ^. ` y ✓ \ I i PRor4Tm ourFLow TO THE /r r i TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN A Sox CHANCE OR GREATER OF RAN SOUTHEAST SIDE OF THE TO COMPLY WITH LOCO.,STATE,AND ' / FEDERAL REOUIREMFIRTS. ? �-'/' \ ( xl WITHIN A 48 HOUR PERIOD IS FORECAST FOR LAKE ELSINORE BY THE NATIONAL OCEANIC AND ATMOSPHERIC AGENCY(NOAA). PROPHETS THE OUTFLOW / ------ - \ - 13. BAPS SHALL BE MAINTAINED AND INSPECTED DAILY TO MINIMIZE AND/OR PREVENT THE ENTRAINMENT OF SOIL IN RUNOFF ! ENTERS DI STREET Asa ) --- -- " ! I Y ! \ -vJ FROM DISTURBED SOIL AREAS ON CONSTRUCTION SITES. ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVICES SHOWN l� PRIOR TO DISCHARGE INTO LANE I \' / r- t I I S q° �IwDpE, 1 � / -- �� ,_ ,-____% }}-} t I y � .- N - SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FOUR(4)DAY RAIN PROBABILITY FORECAST EXCEEDS i I I T .. _ Z?g / FORTY PERCENT(40%). E rI \v IP4 2 ,�/ / of o/! 1 O (P)WALMART } \ J X 14. AFTER A RAINSTORM,ALL PROJECT GENERATED SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS,ONSITE PUBLIC II I I ( t I l ONSITE BAPS SHOWN FOR REFERENCE I BUILDING // r,r\/J / DRAINS AND PIPES,DRAINS AND PIPES OF ADJACENT PROPERTIES AND DESILTING BASINS AND THE BASINS PUMPED DRY.ANY EROSION NOTES & LEGEND ONLY. SEE ONSITE EROSION CONTROL _.. FOOTPRINT /; / IP4 GRADED SLOPE BAPS DAM/OED DURING A RNNSTatM SHALL ALSO BE IMMEDIATELY REPAIRED.FAILURE TO PROVIDE EFFECTIVE r41 / PUN SHEETS ES-1 THROUGH ES-8 I ( A\ •\ /!! \ �� ! A MAINTENANCE MAY RESULT IN PENALTIES. SITE FEATURES IP4 '' r' ' J / FOR MORE INFORMATION. \ \ \ \ +i I `/ l i r! ! 15. DISCHARGING OF CONAMIPATED SOILS VA SURFACE EROSION IS PROHIBITED. n99 EXISTING FLOW 7_ N1TRLLCTH r !4 / o� } \ ✓.-- r 16. CONSTRUCTION ACCESS POINTS SMALL BE STABILIZED WITH A COMBINATION OF ROCK AND SHAKER PLATES-YEAR-ROUND TO (�•) ARROWS NSITE AIR OF DISTURBANCE, \ . \ \ -OUT. STREET P WHERE KING IS ??? _ PREVENT TRACK ROUTINE SWEEPING SHALL BE ERFORMED ON A L PAVED STREETSSP "\ \ IP3 PROPOSED FLOW ARROWSOON FENCE ANDOBSERVED. VACUUM SWEEPERS SHALL BE USED WHEN STREET SWEEPING BECOMES INEFFECTIVE.FENCE: / i \ \ \ \ .� I{ __ r-°,� / - PROPOSED UNITS OF DISTURBANCE, /�- NPDES/STORM WATER POLLUTION NOTES OF THE ALSO A DEMARCATION !o "o O O\ / CONSTRUCTION FENCE AND SILT FENCE F I o i ,e% Q' �.�r ��OF THE UNDARY BETWEEN ! ,! \ } l r"' \ -' 1. FOR PROJECTS THAT REQUIRE COVERAGE UNDER THE GENERAL CONSTRUCTION PERMIT,THE PROP(3T1'.OWNER IS RESPONSIBLE (NOTE CONSTRUCTION FENCING SHALL BE ON-S AND OFF-SRE.SEE i $ l `\ \ - l ` \ 3 /� FOR ENSURING THAT A QUALIFIED SWPPP PRACTITIONER(OSP)AND QUALIFIED SWPPP DEVELOPER(QSD)IMPLEMENT AND J d \ - \ w j / MAINTAIN THE SWPPP-APPROVED,PRE-QUALIFIED BMP'S FROM THE CALIFORNIASTORM WATER QUALITY INSTALLED WITHIN THE PROPOSED ALL B UNITS ON OSION CONTROL SHEET ! !�\ ) ( t \ \\ '�`_` / ) I IN DISTURBANCE SILT FENCING SHALL BE I j ��9P'\ IPi t d9 r•,� ES-4 F R CONTINUATION. ( �•A. } - \ , \ 1 , r-'J' l IP4 J ASSOCIATION(CASQA)HANDBOOK/WEBSITE FOR CONSTRUCTION TO RETAIN SEDIMENTS AND POLLUTANTS OF CONCERN FROM INSTALLED INSIDE OF THE CONSTRUCTION FENCE , f AREAS DISTURBED ONSITE TO THE MAXIMUM EXTENT PRACTICABLE DURING ANY PHASE OF CONSTRUCTION OPERATIONS. FAR - - SEE ONSITE PLANS. J _.,. ALL OTHER PROJECTS,THE PROPERTY OWNER IS RESPONSIBLE FOR ENSURING THAT BMP'S FOR CONSTRUCTION ARE n 1 / r t I FROM AREAS DISTURBED ONSTE TO THE MAXIMUM EXTENT \-LINK OF � LIMIT OF~ r'�� •` ' LIMIT OF + � J' � I 1 i � r IMPLEMENTED TO RETAIN SEDIMENTS AND POLLUTANTS OF CONCERN i I } { 0 ^' _ jr PRACTICABLE. THE EROSION CONTROL MEASURES INCLUDE THOSE SHOWN ON THIS PLAN AS WELL AS ANY ADDITIONAL -----T44o---- EXISTING CONTOUR ELEVATIONS OISTURBlINCE �� , _ RSiURBMICE NOT A PART /- 1 1 , NOT A PART LNIM'f ! i Al, NOT A PART } I �� / NOT A PART ._77__ I_' �°-y-q•�- F., / EROSION CONTROL MEASURES DICTATED BY FIELD CONDITIONS TO PREVENT EROSION AND/OR THE INTRODUCTION OF h !) I /� f \ J \ i_l._��1111il.JlLJ.1i1.L�1M al %� r I r PUBLIC STREETS 0 A0.1 R OF CON PROPOSED CONTOUR ELEVATIONS < / @ POLLUTANTS INTO EXISTING AND/OR ON ADJACENT PROPERTIES DURING ANY PHASE CONSTRUCTION. G 'll f l /I hI Y I TU \( A } L_._ `I 2. FOR PROJECTS THAT REQUIRE COVERAGE UNDER THE GENERAL.CONSTRUCTION PERMIT,THE STORM WATER POLLUTION 'T d i\ i I ^` t T t...,., / PREVENTION PLAN(SWPPP)SHALL BE KEPT ONSITE AND MADE AVALABLE UPON REQUEST OF A REPRESENTATIVE OF THE PROPOSED BUILDING OUTUNE r f �,50° d / }I REGIONAL WATER QUALITY CONTROL BOARD(RWQCB)SANA ANA REGION AND/OR THE CITY OF LAKE ELSINORE. It ii 4'\ I /�I I a ! - - t)} '! -I :iI / /Y, .a. l I I 3. CONSTRUCTION SITES SHALL.BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOT CARRY WASTES OR )t{ u ( , / �'/J ..). -'`' f i.`=1 -.` t ! i / X r ) yt POLLUTANTS OFF THE SITE.DISCHARGES OF MATERIAL OTHER THAN STORM WATER(NON-STORM WATER)ARE PROHIBITED EROSION DETAILS I I �' EXCEPT AS AUTHORIZED BY AN INDNIDINL NPDES PERMIT UNDER THE STATEWIDE GENERAL PERMIT-CONSTRUCTION ACTIVITY. Ex <. ram' 9° �.� t -�.x .711 / X A 4. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED T0:SCUD OR LIQUID CHEMICAL SPILLS;WASTES FROM PANTS,STAINS, `. J.,v�. ' ...i ._ ^..I ' ( l / j/ ti� } SEALANTS,SOLVENTS,DETERGENTS,GLUES,LIME,PESTICIDES,HERBICIDES,FERNUZERS,WOOD PRESERVATIVES,AND ASBESTOS CE CONSTRUCTION ENTRANCE/EXIT. II ' 41 1 j - ( I ��VV SEE DETAIL ON SHEET ES-6. III ii Al I{I'li r `. • -I i 1 I ) j / ! L I• FIBERS,PAINT FLAKES OR STUCCO FRAGMENTS;FUELS,OILS LUBRICANTS,AND HIYDRAULIC,RADIATOR OR BATTERY FLUIDS; _ CONCRETE AND RELATED CUTTING OR CURING RESIDUES;FLO ATABLE WASTES;WASTES FROM ENGINE EQUIPMENT STEAM H i D \ / '4 �' r I 1,It 1 / } / ( / -s-s- SF TEMPORARY SILT FENCE I dl� I I � c � LIP' -•, .._ ° ` E 4L--{ I� ) j/ ) ! J CYl� CLEANING OR CHEMICAL DEGREASING;WASTES FROM SHEET CLEANING;AND SUPER-CHLORINATED POTABLE WATER FROM LINE O SEE DETAIL ON SHEL ES-6. I !/ f , \/ 1 I RUSHING AND TESTING.DURING CONSTRUCTION,DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND t' /� / \ - � )v I �I 1 / ...Aa°" 1/\ i CONTROLLED TEMPORARY AREA ONSTTE PHYSICALLY SEPARATED FROM POTENTIAL STORM WATER.RUNOFF:WITH ULTIMATE -I / \ 1 TEMPORARY'CONSTRUCTION FENCE \ 1 T �'°'� Y-P+ I 1 I - - } DISPOSAL IN ACCORDANCE WITH LOCAL,STATE AND FEDERAL REQUIREMENTS. ! 4 5. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITE AND MUST NOT BE DISCHARGED TO RECEIVING WATERS OR THE LOCAL STORM DRAIN SYSTEM. LIP INLET PROTECTION. It I / } - I j I f ? 6. APPROPRIATE RAPS FOR CONSTRUCTION-RELATED MATERU4S,WASTES,SPILLS OR RESIDUES SHALL BE IMPLEMENTED TO SEE DETAIL ON SHEEP ES-8. 15 1 I ) ! \ �'� `• 1- +.q_._.__.g #�1 I I I I !j"-' f l { / 36 r EUMINATE OR REDUCE TRANSPoRT FROM THE SITE TO STREETS,DRAINAGE FACILITIES,OR ADJOINING PROPERTIES BY WIND OR 1! J S �-" JO' `--/X �"-`�-_ X GRAVEL AND WIRE MESH INLET SEDIMENT FILTER. r i l - ._.- .......- I L f RUNOFF. ® IP2 L {i / // �,,/ili�l I% I _J \•I ( I I cyyl /`".�i I/ d1 ( r t M _e { 7. MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABUSHED. FUEL TANK,PORTABLE TOILETS,UQUIDS,GELS AND SEE DETAIL ON SHEET ES-6. ✓' t + -J„ I / _ \ POWDER'S SHALL HAVE SECONDARY CONTAINMENT AND BE STORED AWAY FROM ALL PRIVATE/PUBLIC STORM WATER `�'�I 1 lu `oa 1 ,. ✓.-- .!i I r y/ Y 1 \ 0 r,� GRAVEL CURB INLET SEDIMENTFILTER. CONVEYANCE SYSTEMS,SIDEWALKS,RIGHTS-OF-WAYS AND ROW-ONES. IP3 SEE DETAIL ON SHEET ES-7. 'L%�pt � �"" 'c..r- r)/ .✓� ,, \� \\ 1 - -!~!.�-'l -�L!e l f.. II 1 L\ I /i+ r' \\ T B. ALL PORTABLE MIXERS SHALL HAVE PLASTIC UNERS UNDERNEATH WITH GRAVEL RAGS PULES ON THE DOWN-HILL SIDE OF ® O - / - � / -"-ii •1 } o(�, 1 / / \ d 6�. THE LINERS TO CONTAIN DISCHARGES. O J-HOOK CURB TRAP. Y -r 9. CONTROLLED STREET WASHING WILL ONLY BE ALLOWED PRIOR TO THE APPLICATION OF ASPHALT SEAL COATS AND ONLY WHEN 1P4 SEE DETAIL ON SHEET ES-7. --.„., bg �_.. "!17'Y T i-I I T T"I'T H � !/ ,� T ALL PERTINENT DRAINAGE INLETS ARE PROTECTED. \ / R AVFy --.. ,-.. �.•_..,,•,� �. - t t TTT_III.I:�'t' i�l T I'• I f f !/! 10. BAPS AND STOCKPLES SEE NOTES ON SHEET ES-8 } ALL CONSTRUCTION CONTACTORS AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE REQUIRED SP �^ -_,„°_ -- ----.__ ,�• ' / / r"- \.. '" t GOOD HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS. LIMIT OF \ A 11. DISCHARGING CONTAMINATED GROUNDWATER PROTECTED BY DEWATERING GROUNDWATER THAT HAS.INFILTRATED INTO THE I X-1-•L-I /�K-�•=�E-�.=W`-X DISTURBANCE -- ,t�yb°I° \\ - CONSTRUCTION SITE IS PROHIBITED.DISCHARGING NONCONTAMMVATEDGRO INDWATER PRODUCED BY DEM'ATERIN G ACTIVITIES MAY IP4 ' •�+r/ T MR I 1 REQUIRE A NATIONALPOLLUTANTONPOLLUTANTDISCHARGE ELIMINATION SYSTEM NPDES PERMIT FROM THE REGIONAL WATER QUAKY y� ' Otll I I I I 1 J 1�fiTU T \ 7 IYiL 1 -II I , T CI e\` � \ „ 1 { . \ ) CONTROL BOARD. r w i 12. STORM WATER RUNOFF SHAdJ.NOT BE DIRECTED OVER ANY SLOPES WITHOUT PFJRhMH1EN GOWN DRAINS INSTALLED. EROSION I II " }N "�i 1( +� �.pyyY•i i'� \ ® \\�� , 7 l� I y - ( �., \ ! } AND SEDIMENT CONTROLS INCLUDING MAINTENANCE ARE REQUIRED ON ALL EXPOSED SLOPES UNTIL SUFFICIENT PERMANENT i_Ii L I / I hr I Ii 'i-���.Ll���iii��1.1 I'�,�j//X\ `� `---, i `d•y,. l�.�� �f `"�"t ' I -7, LANDSCAPING HAS BEEN ESTABLISHED. 10OX SLOPE PROTECTION MUST BE IN PLACE PRIOR TO THE ISSUANCE OF THE FOAL - I i 11 / I I I e -i_Aa J-�"• }. /'"�\ `�`r�7' I fir! -' : 1 I ) / I I ! CERTIFICATE OF OCCUPANCY. II' , I I I \ `.\ '�✓' �/ ( -+i / ) ✓ \ 1 13. VEGETATION CLEARING AND BRUSHING ACTMTIES SHALL NOT BE INITIATED DURING THE WET SEASON ON ANY SITES WHICH ARE NOT ADEQUATELY PROTECTED WITH DESILTNG BASINS OR OTHER TEMPORARY DRAINAGE OR CONTROL MEASURES. ' I i \ ✓ ri , I x ii - `_y t�- I I / I 14. STOCKPILES OF SOIL SHALL BE PROPERLY SECURED WITH RIP'S TO ELIMINATE OR REDUCE SEDIMENT TRANSPORT FROM THE K �' A }I �\ ® _ >•' �/1 ! / §��... ii r - \ _ P3 ' l ,,� I d. ) �.__�.J t� SITE TO STREETS,DRAINAGE FACILITIES OR ADJACENT PROPERTIES. DESIGNATION#3433 �X� •,��--�� 15. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO ELIMINATE OR REDUCE SEDIMENT TRANSPORT FROM THE SITE TO STREETS,DRAINAGE FACILITIES OR ADJACENT PROPERTIES VA RUNOFF,VEHICLE TRACKING OR WIND. INACTIVE FOR A PERIOD AGENCY:RIVERSIDE COUNTY TRANSPORTATION COMMISSION ! TI t ', I ""`. ..`.'`.• =- rb° \_ \•,"'�•..�, _ OF 14 a1T5 OR MORE SFJ.BE COVERED;ACTIVE STOCKPILES SHALL BE COVERED PRIOR TO A FORECASTED RAN. ' I ° '"NOTE TO GENERAL CON-TRnT-ffl:- `--- - - ''¢ "� ," ---�-"'^ 16. FOR PROJECT REQUIRING COVERAGE UNDER THE CONSTRUCTION GENERAL PERMIT,SPECIAL ATTENTION SHALL BE GIVEN TO ELEVATION:1316.96 FEET DEVELUPER/OWNERPREPARATION AND INSTALLATION OF THE RAIN EVENT ACTION PUN(REAP)AS REQUIRED BASED ON SITE RISK LEVEL OR AS PRIOR TO CONSTRUCTION, GC MUST CLEARLY DELINEATE AND NART ESTATE � = -� 3 MANDATED BY THE SANTA ANA REGIONAL BOARD WOES POW,GENERAL PERMIT-CONSTRUCTION ACTIVITIES. MONUMENT TYPE:FOUND 2'BRASS DISC WITH 10"CONCRETE MARK OFF AREAS IDENTIFIED IN THE SWPPPCLEARLY OR IN THE FIELD, BUSINESS TRUST .��+--4.�� 17. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY,ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL BE COLLAR "'--- _,<: COLLECTED AND PROPERLY DISPOSED OF IN COVERED TRASH OR COVERED RECYCLE BINS. TO BE PROTECTED(SUCH AS, NATURAL BUFFERS, TREES, 2001 SE 1OTH STREET I l 18. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION EUMINATON SYSTEM(NPDES)PERMIT TO REGULATE MUNICIPAL LOCATION:SOUTHWEST CORNER CENTRAL AVENUE AND CAMBERN L HABITATS OF ENDANGERED/THREATENED SPECIES, HISTORIC BEMINIAL27 UE,AR AND INDUSTRIAL STORM WATER DISCHARGES. AVENUE(DOWN 1.0') 72716-5570 NPOES W PROPERTIES, ETC.). AD DATE WDID ISSUED: 19. THE UNDERSIG D CIVIL ENGINEER,A QUAUFIEO QSP AND/OR QSD WILL REVIEW PLACEMENT OF EROSION CONTROL AND DATUM:NGVD 1929 SITE OPERATOR/GENERAL CONTRACTOR: GWI'IIC SCALE INSURE TRAT WORK S IN ACCORDANCE WITH THE APPROVED PLAITS. ALERT TO CONTRACTOR: 9 90 80 ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK,FINAL UTILITIES,AND FINAL GRADING)BY THE MILESTONE -� (SIGNATURE)(TILE N0.) (EXP) (DATE) DATE IN PROJECT DOCUMENTS.OUTLOT AREA TO BE KEPT FREE OF JOB TRAILERS AND STORAGE AFTER THE CONTRACT SUPERINTENDENT: MILESTONE DATE FOR THE OUTLOT.Will GENERA.CONTRACTOR TO PROVIDE CLEAR ACCESS FOR OUTLOT CONTRACTOR TO THE ( IN FEET - SPECIFIC PARCEL AT ALL TIMES AFTER MILESTONE DATE.PURCHASER OF OUTLOT TO PROVIDE PERMIT DOCUMENTS AND SWPPP L i1wh = 80 ft. Know what's below. REQUIRED BY STATE LOCAL REQUIREMENTS FOR SPECIFIC OUFLOT. IMPORTANT: GC MUST SIGN ALL FRAM SHEETS Afi4 M Call before you dig• ­1 NEW PLAN SHEETS ISSUED BY THE CEC. 1a /•9 10 OF HAVE BEEN REVIEWED FOR COMPLIANCE CITY AND STATE LAWS, ND WITH THE APPROPRIATE PERMIT MAY BE ISSUED. 30 PREPARED BY: SEAL BENCHMARK: CITY OF LAKE ELSINORE DRAWING NUMBER: MARK REVISIONS APPR. DATE 30 F�(eCMt1Ve Park,Suite 100 / DESIGNATION#3433 AGENCY:RIVERSIDE COUNTY TRANSPORTATION COMMISSION. 1 : FOUND 2"BRASS DISC WITH 10* ADDED ALUN STREET&CRANE STREET(PRIVATE STREETS) 9/27/19 , � Irvine,CA92614 'oaNNOUgIga�,P CONCRETE COILIAR6LOCATION:NSOUTHWEST UMENT ECORNEfR CENTRAL AVENUE AND CAMBERN ���� t:949 296 0450 f.949 296 0479 AVENUE(DOWN 1.0').AGENCY:NGVD 1929 No. '8039 SCALE: DRAWN: BB STREET IMPROVEMENT 2;-2D 41 Exp 12 zo * SHEET OF42 l { 12/05/1s AS NOTED OFFSITE EROSION CONTROL FILE No. REMON ENGINHABIBEER RCE 83156 DATE - +tF e�L��R`� DATE: CHECKED: JP OVERALL PLAN CITY ENGINEER JO URZ E No. 46039 DATE OF CIAO December 2, 2019 Fllenome: P:\2008\200800688\-CURRENTDRAWINGS\-PRODUCTION FILES\ONSITE\200800688- ES-9-PHI - Plot Date: 12/4/2019 4:20 PM BY:Noel Briseno