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HomeMy WebLinkAboutSunny Car Wash Grading Plans ENG-2022-00259 PGP PLAN 24-022-24-028 GRADING N07ES CITY OF LAKE ELSINORE F 1.ALL SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE MUNICIPAL CODE, CHAPTER 15.72 AND APPLICABLE STANDARDS AND SPECIFICA77ONS AND THE LATEST EDITION OF THE UNIFORM BUILDING CODE(UB.C.), CHAPTER 33. 2.A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF LAKE ELSINORE,,PR/OR TO ANY OPERA 77ONS Q 3.THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A.ALERT REVNIEWEDu�FOR CODE COMPLI�ANCeEe W 91-800-422-4133)FORTY-EIGHT(48)HOURS PRIOR TO GRADING. 'ECT y - 0 4.THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT A T LEAST TWENTY-FOUR(24)HORS GENERAL NO 1ES N.s PER SEE SHEET 5 SEE SHEET 4 IN ADVANCE OF BEGINNING GRADING OPERATIONS 1.N07F TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND uaaervr cones nrvo nc ancnce C U77LITY P/PES OR STRUCTURES SHOWN ON THESE PLANS WHERE OBTAINED BY A T P scot/;/N;OR 3 F POR 5.DUST SHALL BE CONTROLLED BY WATER/NG OR OTHER METHODS APPROVED BY THE CITY ENGINEER. SEARCH OF AVAILABLE RECORDS APPROVAL OF THESE PLANS BY THE CITY OF - - ----- LAKE ELSINORE DOES NOT CONSTITUTE A REPRESENTATION AS TO THE P.E. 6.CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERWISE APPROVED, ACCURACY OR COMPLETENESS OF THE LOCATION,NOR THE EXISTENCE OR RON STEIN, AND SHALL BE SHOWN ON THE PLAN. NON-EXISTENCE OF ANY UNDERGROUND UTILITY,PIPE OR STRUCTURE WITHIN � WILLDAN ENG NEEERING THE LIMITS OF THE PRO✓ECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE - 7 FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 I�ER7ICAL, UNLESS OTHERWISE APPROVED, PRECAU77ONARY MEASURES FOR THE PR07EC77ON OF ALL U77LIT7ES PIPES OR J SHALL BE SHOWN ON PLAN,AND SHALL NOT HAVE IE LESS THAN 902 RELAT/✓E COMPACT/ON OUT TO THE STRUCTURES, WHETHER SHOWN ON THESE PLANS OR NOT. ANY UTILITY(/ES) I FINISHED SURFACE. DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR SIGWURE REPLACED TO THE SA 77SFAC 77ON OF THE GOVERN/NG AGENCY BY THE 8.FILLS SHALL BE COMPACTED THROUGHOUT TO 90Z DENSITY AS DE7ERM/NED BY THE MODIFIED THREE(3) CONTRACTOR,AT HIS EXPENSE KEY MAP LAYER A.S T.M.D-1557-70 TEST METHOD. 2. 1"=100' ALL WORK SHALL CONFORM TO CITY CODES,STANDARD SPEC FOR 9.FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARED,AND INSPECTED BY THE RIVERS WORKS(LATEST EDITION),AND STANDARD DRAWING OFF THE THE COUNTY OF CONSTRUCTION NOTES QUANATY GRAD/LAG INSPECTOR AND APPROVED SOILS TESLN TH G AGENCY PRIOR TO THE PLACING OF FILL THESE T IT l5 THE CONTRACTORS RESPONSIBILITY 70 BE FAMILIAR WITH �TM 1 CONSTRUCT 4�"OVER 8 AB CLASS 11. SOILS ENGINEER TO VERIFY R-VALUE& THESE STANDARDS AND CODES AT ALL TIMES O ( ) 7,865 S.F. 10.ALL FTLL MATERIAL SHALL BE CLEAN EARTH NO FILL SHALL BE PLACED UNTIL PREPARALON OF GROUND SECTION AFTER GRADING LEGEND/ABBREVIATIONS IS APPROVED BY THE SOILS ENG/NEER. J.THE CONTRACTOR SHALL N077FY THE CITY PUBLIC WORKS INSPECTOR, FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING ANY WORK CALL FOR O2 CONSTRUCT 8""CONCRETE PA DEMENT, SOILS ENGINEER TO VERIFY R-VALUE& 26,101 SF. BW BACK OF WALK 11.FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN}"PER FOOT FOR INSPE077ON AT(951)674-3124,EXTENSION 247,BETWEEN THE HOURS OF SECTION AFTER GRADING EG EXISTING GRADE A MIN/MUM OF THREE(3)FEET, THEN IZ(MINIMUM) TO FLOW LINE OF EARTH SWALE. 9.00 AM AND 4.00 PM,MONDAY THROUGH THURSDA Y. ENGINEERS NOTICE FG FINISH GRADE 1.CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE ®CONSTRUCT 6""CURB AND GUTTER TYPE "A"PER CITY OF LAKE ELSINORE STD. 815 LF. FS FINISH SURFACE 12 MIN/MUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 19/F CUT OR FILL SLOPE/S LESS THAN 4,CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL/N ACCORDANCE WI7H RESPONSIBILITY FOR JOB S17F CON0177ONS DURING THE COURSE OF DWG. NO. 200. TO TOP OF CURB TEN FEET(10),AND 2%IF CUT OR FILL/S GRATER THAN TEN FEET(10)..DRAINAGE SWALES SHALL BE A CALTRANS TRAFFIC MANUAL AND WATCH MANUAL AT ALL RMES DURING CONSTRUCTION,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS 4 CONSTRUCT 6-CURB PER CITY OF LAKE ELSINORE STD. DWG. NO. 202. 1,462 L.F. FL FLOW LINE MIN/MUM OF 0.5'DEEP AND CON57RUCTED A MIN/MUM OF TWO FEET(2)FROM THE TOP OF CUT OR FILL CONSTRUCT/ON,AS APPROVED BY THE CITY ENGINEER OR HIS REPRESENTA R✓E. REQUIREMENT SHALL APPLY CON 77N000SLY AND NOT BE L/M/TED TO NORMAL O EP EDGE OF PAVEMENT SLOPES. FAILURE TO DO SO SHALL REQUIRE IMMEDIATE WORK STOPPAGE WORKING HOURS THE CON7RACTOR SHALL DEFEND,INDEMNIFY AND HOLD THE 5 CONSTRUCT 4- THICK CONCRETE SIDEWALK FF FINISH FLOOR OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,REAL OR O 2,787 S. PAD PAD GRADE 13.PROVIDE 5'WIDE BY 1'HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH. 5./T SHALL BE THE CONTRACTORS RESPONSIBILITY TO HA IE A DEPENDABLE ALLEGED,/N CONNEC77ON WITH THE PERFORMANCE OF WORK ON THIS PROJECT ©CONSTRUCT TRASH ENCLOSURE PER ARCHITECTURAL PLAN. 1 EA TW TOP OF WALL REPRESENTA 77✓E AT THE JOB SITE,AT ALL TIMES DURING CONSTRUCTION EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER TF TOP OF FOOTING 14.PROVIDE A BROW DITCH,DESIGNED TO HANDLE ONE HUNDRED(100) YEAR STORM FLOWS ALONG THE TOP OR ENGINEER. (D CONSTRUCT HANDICAP PARKING PER DETAIL ON SHEET 2 2 EA HP HIGH POINT OF CUT SLOPES. 6.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE LP LOW POINT NECESSARY RELOCATION Of-ANY U77[IT7ES CONTRACTOR SHALL NOTIFY ALL 2 ALL UNDERGROUND U77LI777ES OR STRUCTURES,REPORTED OF FOUND ON PUBLIC ®CONSTRUCT WHEEL STOP PER DETAIL ON SHEET 2 P9 EA. CF CURB FACE 15 NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. U77LITY COMPANIES INVOLVED,AT LEAST FORTY-EIGHT(48)HOURS PRIOR TO RECORDS,ARE IND/CA TED WITH THEIR APPROXIMATE LOCATION AND EXTENT. TG TOP OF GRATE BEGINNING WORK THE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND THE OWNER,BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE O9 CONSTRUCT TRUNCATED DOMES PER DETAIL ON SHEET 2 72 S.F. WI WROUGHT IRON IMPROVEMENTS HEREON,AGREES TO ASSUME LIA6/CITY AND HOLD THE ENGINEER TRW TOP OF RETAINING WALL 16.A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO SUPERVISE GRADING AND PROVIDE A SERVICE ALERT(USA.)AT 1-800-422-4133,AT LEAST FORTY-EIGHT(48) HARMLESS FOR NAY DAMAGES RESULT/LAG FROM THE EXISTENCE OF 10 CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2 3 EA. EDF EXTRA DEPTH FOOTING FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS(SUED/VISIONS)AND EXPANSIVE HOURS PR/OR TO BEGINN/LAG WORK. UNDERGROUND NAY DAMAGES OR STRUCTURES NOT REPORTED EXISTENCE CE GATED ON EDE SEWER CLEAN OUT CHARACTERISTICS OF THE SOIL, PUBLIC RECORDS OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR 11 CONSTRUCT 3"-0'CONCRETE GUTTER PER DETAIL ON SHEET Z 125 L. sco 7 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE RECORD LOCATIONS THE CONTRACTOR IS REQUIRED TO TAKE DUE NV INVERT OF PIPE 17 GRADING CERT7F/CAT/ON BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPAC77ON REPORT BY A PROPOSED WORK AREA AND RELOCA 77ON AND COST OF ALL EXISTING UT/LIT/ES PRECAU770NARY MEASURES TO PROTECT THE U77L177E5 OR 57RUCTURES SHOWT/ 12 CONSTRUCT 18"CONCRETE CHANNEL PER DETAIL ON SHEET 2 6 L.F. TOP OF SLOPE SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO SUBDIVIDER MUST INFORM THE CITY OF LAKE ELSINORE OF CONSTRUC770N AND NAY OTHER FOUND AT THE SITE. IT SHALL BE THE CONTRACTORS 13 CONSTRUCT 6'WROUGHT IRON FENCE PER ARCHITECTURAL PLAN. RATE OF SLOPE ISSUANCE OF BUILDING PERMITS SCHEDULE,PR/OR TO BEGINNING CONSTRUCT/ON RESPONSIBILITY TO N077FY THE OWNERS OF ALL U77LI77ES OR STRUC7URES 636 L.F. TOE OF SLOPE 18.THE SOILS ENGINEER INVEST/GA 77ON DATED OCTOBER 9.2020.PREPARED BY NTS GEOTECHNRCAL INC. 8.ALL UNDERGROUND FACIL177ES AND LATERALS INCLUDING BUT NOT LIMITED TO CONCERNED BEFORE STAR77NO WORK. 14 CONSTRUCT RIP-RAP PAD PER DETAIL ON SHEET 2. 30 SF. - -F, - EXISTING SEWER DATED NOVEMBER 11,2020 AND THE ENGINEERING GEOLOGIC/NVES776A T/ON DATED OCTOBER 9.2020. SEWER, WATER TELEPHONE,ELECTRICITY, GAS AND DRAINAGE FACILITIES, SHALL J.THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR,OR 15 CONSTRUCT TRENCH DRAIN PER DETAIL ON SHEET 2 24 L.F - -W - EXISTING WATER PREPARED BY NTS OE07FOHN/CAL INC.,SHALL BE CONSIDERED A PART OF THIS GRADING PLAN AND BE/N PLACE PRIOR TO PAVNG THE STREET SECT/ON LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL - E- - EXISTING ELEC. SHALL BE/N COMPLIANCE CHANGES TO THESE PLANS MUST E/N AIDING AND MUST BE APPROVED BY 16 CONSTRUCT 24"X 24-BROOKS BOX W/FLEXSTORM INLET FILTER MODEL NO. 9.ALL STREET SECTIONS ARE 7ENTA TIVE.ADDITIONAL SOIL TESTS WILL BE TAKEN THE PREPARE OF THESE PLANS. 62HD24PCP AND STENCIL PER DETAILS ON SHEET 2. - - EXISTING GAS 19.A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CER77FICA7701V OF BUILDING AFTER ROUGH GRAD/NO, TO DETERMINE THE EXACT SECT/ON REQU/RED. SECT/ON 2 EA. PAD ELEVA ION. WHERE SPEC/FTC ELEVA TONS ARE REQUIRED, 7HE ELEVA 77ON(WITH RESPECT TO MEAN THICKNESSES SHOWN ARE FOR BONDING PURPOSES ONLY. 4.QUANTITIES SHOWN HEREON ARE PRO LADED FOR BONDING PURPOSES ONLY. 17 INSTALL OPT/MA-3M51 1/3HPIIII15 MANUAL MODEL WDIP-4-1022(70-150FLA) - $ - EXISTING COMM. SEA LEVEL)SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR TO PER DETAIL ON SHEET 2. 2 EA. (F EXISTING FIRE HYDRANT REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 10.ALL EXIS77NG UNDERGROUND U77L/T/ES AND STRU07ZIRES MUST BE POTHOLES BIDDING FOR CONSTRUCT/ON. AND ELEVA PONS VERIFIED PR/OR TO CONSTRUCTION THE ENGINEER OF RECORD 18 INSTALL 3"FORCE MAIN PIPE. 376 L.F. • EXISTING POWER POLE 20.ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY SHALL ABE NOT/FTED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS SOILS ENGINEERS CERJ/F/CATE.• �v EXISTING WATER VALVE CONSTRUCRON/GRADING. THE REVISIONS SHALL BE IN THE FORM OF AS-BUIL Y'PLANS SUBMITTED To 19 CONSTRUCT BIOFIL IRA 77ON BASIN PER DETAIL ON SHEET 2 ___ THE CITY ENGINEER FOR APPROVAL PR/OR TO THE FINAL ACCEPTANCE OF THE THESE GRADING PLANS HAVE BEEN RENEWED BY THE UNDERS16YVED AND FOUND TO BE IN EXISTING GAS METER 21.STAB/CITY CALCULATIONS WITH A SAFETY FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS PROJECT. CONFORMANCE WITH THE RECOMMENDA 77ONS AND SPECIFICA 7101VS OUTLINE IN THE SOILS 20 CONSTRUCT DRIVEWAY PER CITY OF LAKE ELSINORE SID. NO. 117(W=36;' X-8), ° ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER THIRTY AND GEOLOGICAL RECONNAISSANCE REPORT PREPARED FOR THIS DEVELOPMENT BY NTS PER APPROVED STREET IMPROVEMENT PLAN AND SEPARATE FERMI 7. 1 EA EXISTING WATER METER FEET(30)/N VERTCAL HEIGHT. 11,ALL EXISTING MONUMENTA 77ON D157URBL-D OR DESTROYED DUR/LAG CONSTRUCTION GEOTECHNICAL,INC.,DATED NOVEMBER 11,2020,PROJECT NO.20239. °S SHALL BE REPLACED TO CITY STANDARDS O AS APPROVED BY THE CITY 21 CONSTRUCT SIDEWALK PER CITY OF LAKE ELSINORE STD NO. 270, PER APPROVED EXISTING PULL BOX 22 A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE(1)FOOT. ENG/NEER. CENTERLINE RES ARE TO BE FURNISHED TO THE CITY ENGINEER //d/ 6-3-2023 STREET IMPROVEMENT PLAN AND SEPARATE PERMIT. 962 SF €ry EXISTING ICV UPON COMPLETION OF THE PROJECT AND BEFORE ACCEPTANCE IS GRANTED. 9� 23.IF STEEPS SLOPING TERRAIN OCCURS UPON WHICH FILL IS To BE PLACED,n MUST BE CLEARED,KEYED NAD/M SUNNA RCE NO.C84197 DATE 22 CONSTRUCT V CURB FT GUTTER PER CITY OF LAKE ELSINORE 570. NO 207, Op EXISTING STORM DRAIN AND BENCHED INTO FIRM NA IURAC SOIL FOR FULL SUPPORT. PREPARATION T/ON SHALL AE APPROVED A A 12 AN ENCROACHMENT PERMIT SHALL AY REQUIRED FOR ALL CON AIRUCTIO41 WORK poFCsyp PER APPROVED STREET IMPROVEMENT PLAN AND SEPARATE PERMIT. 139 LF. DONE WITHIN PUBLIC RIGHTS-OF-WAY.BEFORE ISSUANCE OF SAID PERM/T, THE Q REGISTERED SOILS ENGINEER PRIOR ENC TO PLACEMENT OF FILL MATER/AL SCOPES GREATER THAN 5:1 ARE CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE °F s`� 23 CONSTRUCT PARKWAY CULVERT TYPE "A- PER PLAN PER CITY OF LAKE ELSINORE - EXISTING GUY-WIRE REQUIRED TO BE KEYED AND BENCHED. OF INSURANCE AND REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. THE ea, STD. NO. 300A, PER APPROVED STREET IMPROVEMENT PLAN AND SEPARATE --o EXISTING PARKING LIGHT ENCROACHMENT PERMIT MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL 24.THE SOILS ENGINEER SHOULD INSPECT THE DURING EXCAV IN THE FOLLOWING STAGES: TIME OF THE PROJECT CONSTRUCTION ALONG WITH AN APPROVED SET OF * PERMIT 7 E'4 .-jU EXISTING STREET LIGHT A. UPON COMPLETION OF RACLEAR/LAG AND DURING EXCAVATION AND BEFORE BACKF7LL OF ALLUVIAL, '?c�trcxM°�y+ co[CuwA[AND TERRACED AREAS AND ANY suasmucrlRES IMPROVEMENT PANS +rFafe�`Eo 24 CONSTRUCT 5""AC PA DEMENT OVER 8"CLASS ll A.B. SOILS ENGINEER TO VERIFY B. DURING ALL ROUGH GRADING AND OPERA BONS INCLUDING PRE-COMPACRON,BENCHING AND R-VALUE&SEC7TON AFTER GRADING fro EXISTING CONTOUR FILLING OPERATIONS 13.IF AN ENCROACHMENT PERMIT IS REQUIRED THROUGH THE DISTRICT NO. 8 1,070 S.F. / C DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL. OFFICE OF CAL TRANS,PLEASE MAKE REFERENCE TO THIS FACT/N THE GENERAL 25 CONSTRUCT 6"" 70 D" TRANSITION CURB PER DETAIL ON SHEET 2, PER D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUC77ON NOTE"SE077ON OF THE IMPROVEMENT PLANS. EASEMENT NOTES.' APPROVED STREET IMPROVEMENT PLAN AND SEPARATE PERMIT. 2 EA � FINISH CONTOURS 25.EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT OR ANOTHER BASED ON NORTH AMER/CAN T/TEE INSURANCE COMPANY, T/TEE 26 CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. 1 EA. �o� DAYLIGHT LINE APPROVED GROUND COVER,AT TWELVE INCHES(12)ON DENIER. SLOPES OVER FIFTEEN FEET(15)IN LEGAL DESCRIPTION' COMMITMENT ISSUED ERNORTH AMER/CAN TITLE INSURANCE 27 GRIND AND OVERLAY 2"MINIMUM THICKNESS. VERTICAL HEIGHT,IN ADDITION TO GROUND COVER,SHALL BE PLANTED WITH APPROVED TREES, SHRUBS COMPANY, ORDER NO.Y NORTH AMERI A DATED✓NSU AN 31,2020. O 340 SF. REMOVAL OR COMB/NA 77ON THEREOF. SHRUBS SHALL BE PLANTED AT TEN FEET(70)ON CENTER,' TREES AT REAL PROPERTY IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERS/DE, STATE OF CALIFORNIA,AND/S 28 OMIT 3"OF CURB FOR DRAINAGE PER DETAIL ON SHEET 2 7 EA TWENTY FEET(20)ON CENTER, COMBINA TONS FIFTEEN FEET(15)ON CENTER. SLOPES OVER THREE(J.) DESCRIBED AS FOLLOWS 1-3 NOT A SURVEY MATTER. EXIST. CONCRETE IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SY57EMS WIN 6ACKFLOW PREVENTION DEVICES 29 CONSTRUCT 8"-8"MAX RETAINING WALL PER DETAIL ON SHEET 2 AND SEPARATE PER U.S. PARCEL 1: 345 L.F PROPOSED GRAVEL 4 AN EASEMENT FOR THE PURPOSE OF UTILITIES AND PERMIT. INCIDENTAL PURPOSES RECORDED✓ULY 12, 1949,AS 26.APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT THAN PORTION OF LOT S BLOCK A"RANCHO S PER MA IN THE CITY OF LAKE ELSINORE,E,IN THE INSTRUMENT NO. 1257 OF OFFICIAL RECORDS. 30 CONSTRUCT 12"0 HOPE STORM DRAIN PIPE. 440 LF ADJOIN/LAG PROPER RES DURING THE GRAD/LAG PROJECT. COUNTY OF RIVERSIDE,STATE OF CALIFORNIA,AS PER MAP RECORDED IN BOOK 8 PAGE 377 OF MAPS IN � PROPOSED CONCRETE THE OFF7CE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, CALIFORNIA,DESCRIBE DAS FOLLOWS 31 CONSTRUCT 12"0 HDPE-12"X72"X12" TEE. 1 EA. 27 APPROVED EROSION PREVENTIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RA/NY 5 AN EASEMENT IN FAVOR OF ELSINORE VALLEY MUNICIPAL SEASON AND SHALL BE IN PLACE AT THE END OF EACH DA Y'S WORK. BEGINNING AT THE MOST SOUTHERLY CORNER OF THE NORF RIVERSIDE HALF OF THE NORTHEASTERLY WADER DISTRICT,FOR THE PURPOSE OF(NOT SHOWN) 32 CONSTRUCT 12"0 HOPE-45'BEND. 2 EA. ® PROPOSED DECORATIVE CONCRETE HALF OF SAID LOT,BEING ON THE NORTHWESTERLY LINE OF RllERSIDE DRIVE, 60FEET WIDE,' THENCE AND INCIDENTAL PURPOSES,RECORDED AUGUST 17, 1962, 28.ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRU077ON SAFETY ORDERS NORTH 53.04'JO"WEST,660 FEET ON THE SOUTHWESTERLY LINE OF SAID NORTHEASTERLY HALF OF THE AS INSTRUMENT NO. 78052 OF OFFICIAL RECORDS. 33 CONSTRUCT 12"0 HDPE-225'BEND. 2 EA. PROPOSED TRUNCATED DOMES NORTHEASTERLY HALF OF SAID LOT,' THENCE NORTH J6.55'JO EAST, 165 FEET, THENCE 6-10 NOT A SURVEY MA TIER. 34 CONSTRUCT 12"0 H0PE-11.25-BEND. 2 EA. 29.THE LOCATION AND PR07FC77ON OF ALL U77LI777ES IS THE RESPONSIBILITY OF THE PERMITTEE SOUTH 53.04'30"EAST, 660 FEET,PARALLEL TO SAID SOUTHWESTERLY LINE TO A POINT ON THE PROPOSED FULL DEPTH AC PAVMENT NORTHWESTERLY LINE OF RIVERSIDE DRIVE 60 FEET WIDE, 7HENCESOU7H 36.55'30"WEST, 165 FEET ON 35 CONSTRUCT 12"0 HDPE-90-BEND. 1 EA. JO..AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SI7E AT ALL TIME. SAID NORTHWESTERLY LINE TO THE POINT OF BEGINNING BENCHMARK HANDICAP PATH OF TRAVEL 36 CONSTRUCT 12"0 HOPE 12";Y72':Y6" TEE 1 EA. 31.SANITARY FACILITIES SHALL BE MAINTAINED ON THE 517E FROM BEGINNING TO COMPLETION OF GRADING EXCEPT THE EASTERLY 12 FEET THEREFROM AS DESCRIBED IN DEED RECORDED JANUARY 3, 1972 EL-30-80 ELEC. CONDUIT OPERATION. DOCUMENT NO.384. 37 CONSTRUCT 78"X 18"BROOKS BOX W/FLEXSTORM INLET FILTER MODEL NO. 7 EA. 1-1/z"ALUMINUM CAP 6"CONC.COLLAR,STAMPED Rlv.co.SORT lzbs 62HD18PCP AND STENCIL PER DETAILS ON SHEET 2. ---- R/W 32,ALL SLOPES SHALL BE PLANTED AND IRR/GA 77ON FACILITIES SHALL BE PROVIDED FOR ALL SLOPES/N PARCEL 2 EL-30-80. EXCESS OF THREE(3)FEET VER77CAL HEIGHT WITHIN NINETY(90)DAYS AFTER COMPLETION OF ROUGH 38 CONS TRUC7 670 HDPE STORM DRAIN PIPE. 3 L.F. GRADING AND SHALL BE/N ACCORDANCE WITH CITY OF LAKE ELSINORE GRADING ORDINANCE NO. 882 AN EASEMENT, 50 FEET IN WIDTH,FOR INGRESS AND EGRESS, THE CENTERLINE OF WHICH IS DESCRIBED FROM THE INTER.of RIVERSIDE DR.AND JOY ST.SE ALONG JOY ST.0'15 39 CONSTRUCT 78"CONCRETE GUTTER PER DETAIL ON SHEET 2. PRIOR TO THE APPROVAL OF FINAL INSPE077ON AS FOLLOWS. MI.; 183 N OF CENTER LINE OF JOY ST.; 10'f OF 3' HIGH CHAIN LINK 172 L.F. FENCE. 71'3 SE OF PP#43321 GVTT; 1't S OF SURVEY MARKER POST 33.ANY CONTRACTOR PERFORM/LAG WORK ON INTO PROJECT SHALL FAMILIARIZE RESULT HIMSELF WITH THE SITE AND BEGINNING AT A POINT ON THE TRACT NO. 1,AS OF WALNUT DINE 30 FEET WIDE,AS SHOWN ON REMOVAL NOTES OUAN7ITY BEM HIS RESPONSIBLE FOR ANr DAMAGE TO EXISTING FAARE SHOW W ON DIRECTLY OR INDIRECTLY THE MAP OFFICE EO F THE ELSINOREOCOUNTY TRACT NO. 1,AS PER MAP RECORDED IN BOOK 14 PAGE 71 OF MAPS, BASIS OF BEAR/LAGS ❑1 REMOVE EXISTING PAVEMENT. 11,745 SF FROM HIS OPERA BONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, WHICH l5 NORTH 53.26100"WEST,270 FEET FROM THE NORTHWESTERLY LINE OF SAID RIVERS/DE DRIVE,, THENCE ❑2 REMOVE EXISTING BUILDING 2,522 S.F. 34.THE DES/GIN ENGINEER SHALL PROVIDE A MINIMUM OF ONE(1J BLUE TOP PER FINISHED PAD,PR/OR TO SOUTH36'34'45"WEST, 165 FEET TO THE NORTHEAS7ERLY LINE OF PARCEL 1 HERE/N ABOVE DESCR/BED. THE BASIS OF BEARING FOR THIS SURVEY IS NORTH 20' 23'43"WEST ROUGH GRADE APPROVAL. BASED ON CALIFORNIA STATE PLANE COORDINATE SYSTEM, CSRS(CALIFORNIA ❑3 REMOVE EXISTING PORCH. 65 S.F EXCEPT O INTEREST IN AN GAS, OIL OR MINERALS PRODUCED CONTROL 35 APPROX/MATE DAIF OF.' SAIDLAND,AS RESERVED IN DEED FROM JACKSON L. TAYLOR AND MYRTLE H. TAYLOR,HUSVANOAND WIFE, ST REFERENCE ATIONS "BILL"ANDC BASEDENTER),ZONE 6, LOCALLY PPBF,C S EPOCH20177.50 NAD N 83AS SHOWN ®REMOVE EXISTING CONCRETE 438 SF 9�FSyQ BEGINNING OPERA ION. SEPTEMBER 1 2023 TO HUBERT COLEMAN AND ELIZABETH COLEMAN,HUSBAND AND WIFE,RECORDED NOVEMBER 26, 1952/N COMPLETION.- JUNE 29,2024 BOOK 1419 PAGE 437 OF OFFICIAL RECORDS. HEREON. ❑5 REMOVE EXISTING CHAIN LINK FENCE. 687 L.F. RFOP 36.NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAX/MUM DIMENSION GREATER THAN THREE INCHES SOILS ENGINEER PREPARED FOR.-AL50 EXCEPT AN UNDIVIDED//4 TH INTEREST IN ALL OIL, GAS, GOLD 5/L VER, GRAN/TE,AND OTHER FITS OE07FCHNIACAL INC. REMOVE EXISTING LIGHTS 70 EA. (3)WILL BE PLACED/N FILLS WITHIN ROADBED AREAS OR THREE FEET(3)OF FINISH GRADES, UNLESS MINERALS AND METALS AS CONVEYED TO MYRON RUTH COLEMAN AND TRUMAN H. COLEMAN BY DEED 1720D STUDIO THE LOCATION,MATERIALS,AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS RECORDED SEPTEMBER 23, 195J IN BOOK 1510 PAGE 535 OF OFFICIAL RECORDS. 75333 CUL VER OR., SUIT 340 17200 RED HILL AVENUE, ❑7 REMOVE EXISTING POST. 11 EA. ENGINEER. IRWNE CA 92604 IRVINE,, CA 92614 p� PROJECT No.20239 949 596-7362 8 REMOVE EXISTING BRICK WALL. APN 379-160-002 ( ) 21 L.F �e 37 THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE DATED. COY [9] 9,2020 ❑9 REMOVE EXISTING DRIVEWAY. 2 EA. /�Ir F�Py APPROVAL. EARTHWORK OUANTl17ES. NAD/M SUNNA O,Q 38.GRADING PLANS WILL NOT BE APPROVED UN77L ALL RETAINING WALLS ARE APPROVED BY THE BUILDING CUT. 1,820 CY RCE 84197 10 REMOVE EXISTING CURB. 32 L.F. DEPARTMENT. D�V n FILL. 505 CY 11 RELOCATE EXISTING UTILITY BOX 1 EA. p�VDH ilJl' VIER EXCAVATION: 790 Cr SHEET INDEX. ❑ SYT p RQR 39.THIS LA7 HAS OBTAINED A NA RO POCLURON PREVENTION EL/M/NA770N SYSTEM(NPDES)PERMIT TO TITLE SHEET&KEY MAP SHEET 1 12 RELOCATE EXISTING GTE BOX 1 EA. REGULADE MUNIC/PAL AND INDUSTRIALA03014 -STORM WATER DISCHARGES '" EXPORT/IMPORT' 923 CY 833G403014 Feb z,zoz4 DIAL TOLL FREE DETAILS SHEET 2 NPDES WDiD y- - - - -- -_DATE PERMIT ISSUED. -- �'- - ........ 13 REMOVE-OR RELOCATE EXISTING GAS METER 2 EA. DEMOLITION PLAN SHEET 3 >• 40.DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCRONS. NO BUILDINGS OR WALLS SHALL BE 811 DISTURBED AREA: 75.048 S.F.(1.72 AC) PRECISE GRADING PLAN SHEET 4 14 REMOVE EXIS77NG A.C. PAVEMENT(PUBLIC). 165 S.F. lA/ClN/TY MAP PLACED WITH/N EASEMENT L/M/IS. TEMPORARY IMPROVEMENTS ARE SUBJECT TO REMOVAL AT OWNER S AT LEAST TWO DAYS PRECISE GRADING PLAN SHEET 5 EXPENSE BEFORE YOU DIG EROSION CONTROL PLAN SHEET 6 15 REMOVE EXISTING SIDEWALK(PUBLIC). 758 S.F. N.T.S. UNDERGROUND SERVICE ALERT of SOUTHERN CALIFORNIA HORIZONTAL CONTROL PLAN SHEET 7 16 REMOVE EXIS77NG CURB AND GUTTER(PUBLIC). 97 L.F ENG-2022-00259 WDID#8 33C403014 T JN 6283 MARK REVISIONS A P P R. I]A E THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE LAND 2313 E.Philadelphia St.,Ste.F ROFESS/ Ontario,CA 91761 OP / CITY OF LAKE ELSINORE SHEET I APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATh UEIELOPMENT (909)930-1466•FAX(909)930-1468 J'R/ F PRECISE GRADING PLAN LAWS AND HAVE BEEN FOUND ACCEPTABLE DESIGN ��J\� CORPORA AON PLANNING•CIVIL•SURVEYING yLY Fjp z 7�� No. 43714 T/TEE SHEET of E OA.` }�. 2/22/2024 ':;%i//' 8 9 23 � exP.3/a1/zozs � SC,AL�. BENCH MARK: SHEETS _ // SUNNY CAR WASH EMON HABIB, RCE No. 83156 DATE KEAN J.RICHER DATE NTS 31401 RIVERSIDE DRIVE FILE No. R.C.E 43714 LIC.EXPIRES SEE ABOVE CITY ENGINEER 03 31 202s sr CIVIL �c / / arE of cnuF°� OnrE: B s 23 LAKE ELSINORE, CA 92530 24-022 CITY OF LAKE ELSINORE DESIGNED BY K,,R DRAWN BY RA- CHECKED BY KJR // TRUNCATED DOMES PER DETAIL HEREON YELLOW PLASTIC MAT 1"BLACK PAINTED 4' 36" PARKING SIGN STRIPE OUTS/DE OF MAT PARKING SIGN CONC WHEEL STOP PER ES 33538 ON BUILDING--_ PROP. BUILDING ,�ON BUILDING 8" OF FEDERAL STD. 595C 4 , 1,DOWEL oI 18" 18" >< 2 PER stop(MIN) CONCRETE FLEXSTORM PURE FILTERS FOR PERMANENT INLET PROTECTION C A L I❑❑R N I A g nib ' ' 33% Q ° OO OO OO O �c pA✓EMENT PRODUCT SELECTION AND SPECIFICATION DRAWING `W "'�J. MAX g \ R » vo4 uTAHNAuniES TEEL FRAwNc PA✓ING LIETDANDLESFRAMDNG L TASY INSTALL WALL MOUNT BRACKETS O O O O O � mlg 304 STAINLESS STEEL FRAMING 4 O O 1 x T V/L]FT HANDLES o o z k rauroCATED NTS 11 U g O 41 i OMES PER REPLACEABLEEILTEreBAG V/STAINLESS CLAMPINGAN➢ 0000 DETAIL HEREON t2" s" O° O° W 0000 00 W 000000 1" GATE RATED 1^ Q Q 0.90 Q GRATE&FRA ULTIMATE BYPASS AREA ABLE CLAMPING BAG WHEEL STOP WHEEL STOP NTS U Q G E ylE QE QE N OF OF U L N BAND 3„ PER DETAIL PER DETAIL 6 6' x6T °uxo Q, TT"SagFO0.T-,s Pery inaoATsurrms HEREON HEREON Product selection for FLEXSTORM PURE Filters(Pamlanent Inlet Protection ZaMm.e HMryw na a WHITE WHEELCHAIR/ APART H.C. RAMP DETA/s nl ,aGPeeTN"tlNe, GP.^T�wet,wM, SEC7)ON Z—Z OwM, OwM z. OwN Y OwM YP OCCUPANT ON � H.C.BLUE BLUE BACKGROUND NOTE.' SET PLASTIC MAT _ Az^av°^TIam INa, --.Po, STRIPING FLUSH W/CONCRETE 6' 4' 6' „°,.eTNwtlNe, °„^T.Met IwMl OwN,a zHOwM.a. M- HOw 1 CP ,3-- meta Ow^Ta,°N IwMI Ownao. ezx°wmao. OwMao HOwnaov 12.50' 8' 9' ^' 7RUNCA7El DOMES�� �� b� ,f °wn:I:NImNa ^T„°„Iwn� I. DwMa4Fx a —M— Dwna, x°w P �.a Dae^TN�.M DRa^Tn..-I wM4A�A.azNOwaMa,aF wawa, Owawa,a NTS 12" TRENCH i HANDICAP HANDICAP 9.337M�Y 833%MAx. NITS 15A.- B.IHOI 11.IX IS A I Z. z..nE AZND,a.P .-I -a-Al 4 LABEL PER LABEL PER � � srDEwALK °„ °, , DETAIL DETAIL P d e a HEREON NO PAR HEREON HANDIL ' °.^a HAND/CAP PARK/NG EMBLEM CF DR=^re °MxlaDl 24 1. I R I S ..-E. A2NRX,.P HORztP — NTSN OE °x,ID, .211 GHSAE.1 2HD241 aaHDa4PD 12"HIGH TRUNCATED NFS z4YcarwM.1 w a°� zx°z ezx°z4s.v NOz4s 2H.S4.1G WHITE LETTERING DOMES PER 6.1 DETAIL HEREON 1. (IS) xee zxorieP 111111 HANDICAP PARK/NG DETA/L � (2)0 BARS _ ��B"mom O B 8e xD M4 roroa 4Fx HD.. s�4PD NaALLATIDN' NTS 'S HOR/Z. &CONT HC. RAMP DETAIL /n reml"DI Fca HDFCSG"X Fceaea SHISSa1A LREMOVE GRATE NTS e°x qO) 4 P 2.➢ROP FLE%STORM INLET FILTER ONTO 6" 18" 6" 30» 3p» B"—O' 7RANS/AON CURB ,ro„F MroaaEX, ,�^aP a��aaP°P LOAD BEARING LIP OF CASTING OR RIP-RAP I•I//T/-/�'f//t/ 42••MIN. NTs S°:IxD) CONCRETE STRUCTURE k OF 6"DIAMETER HANDRAIL _ w Mul �xwvx aroae,xP xxwaP sxxwavc 3REPLACE GRATE G, h _ - - - - - - - L ROCKS. g g .FLOW RAT P _ REVIEWED FOR CODE COMPLIANCE "DALE' NGS SHOWN ARE so%KAXIKIUK 1.ALL FRAMING IS CONSTRUCTED S 304 STAINLESS STEEL FOR 25 YEAR SERVICE III LIFE RATING ALL PRODUCTS MANUFACTURED lo `O ` BY INLET&PIPE PROTECTION,INC n UMP TOTAL BYPASS CAPACITY WILL VARY WITH EACH SIZED DRAINAGE STRUCTURE ■L T e A DIVISION OF ADS,INC. IS. ArTO / P FLEXSTEtM DESIGNS FRAMING BYPASS TOT MEET LOREXCEED THE DESIGN FLOW OF THE 'I I— h5 BARS® EPARTMENTSANDMYNOTES THIS APPROVAL DOEST-11t1� NC PARTICULAR DRAINAGE STRUCTURE. (866)I 287i 8655 PH FILTE BM PER C636) 287-OG55 FX 2^O.C. UPON 8"NOM AM P/N MARIFI 1160N URRENT CODER AND AP PRACTICE. 3 CODE CASTINGGMAKE ANO MODEL M➢RIDETAILEDEDIMENSIONRL FORMSXNUSTMBETPROVIDED� = I (CENTERED) ¢ � (2J�'4 BARS � IPi oAL�Lsssinnoneos or a°R �� INFO@INLETFILTERS.COM NON-WOVEN g ¢ HOR/Z.&CONT. cIFICAT 09/26/2023 DDocu N IONS AND MAINTENANCE GUIDELINES VISIT C P{A-SUBMIT A FILTER FABRIC - — L; RON STEIN, P.E. ° 18"CONC. CHANNEL O RIP RAP PA — — o a J_ W4. WWwTT"LT`R:MN `D" NTS 1 1 4 1j'4 HDRZ o 4/NB TO s.an,aE+ NTS e9 12"o.c "D ro WILLDAN ENG NEERING I /��`"E NTS 16 37 NTS 16 SIGNATURE GUARDRAIL GUARDRAIL 8" 18" N 1818 TOP SECTION(WITH GALVANIZED FRAME) 2424 TOP SECTION WITH GALVANIZED FRAM 1818 CAST IRON GRATE 2424 CAST IRON GRATE CONCRETE h 0VERFL0w PA VEMIENT zf/5 BARS® PARKWAY ONLY 5816s. PARKWAY 1121bs. CATCH - 12"O.C. 1818 STEEL GRATES 2424 STEEL GRATES FG `o BASIN FG ^ (CENTERED) g Ci INLET J- PARKWAY 48111 24" 2q \ WATER 2'S °j o PARKWAY 271bs. \ \ g F #4 BAR 0 8 D.C. I " � TRAFFIC 10316s. SURFACE (TEMPERATURE STEEL) — AD m TRAFFIC. 491IDS. 1- i PROPOSED >r RETAINING WALL ��� OSEE /� 28. CxRRT 3 J/4 HORZ 201/8" 201/8'• 18" _ 1% p Z 10" 12'" 71" +o ENGINEERED o M / - A 2424 LOWER SECTION(NO FRAME) 28" SOIL ` b L 2'-9" 2a" NOTE:USE 12",18",24"LOWERS TO 4" 26 INCREASE DEPTH UP TO AMAXIMUM OF 72" 6"0 PERFOR TEO 1B"CONCRETE GUTTER �A-0"MAX. NET. WALL Y +� 2t/4 J /^\ 7 SUBOR IN 7 39 29 1818 LOWER SECTION(NO FRAME N TS NOTE:USE IT,18",24'LOWERS To 2424 STEEL COVER 0 0 INCREASE DEPTH UP TO AMAXIMUM OF 72" 3 HINGED AccEss 1818 STEEL COVER 24.. 24" 4 (GRATED ALUM OR PARKWAY 81 Ibs. 12 FLASHING ILL STEEL TRAFFIC TRAFFIC 114 Ibs. 5\ IMPERMEABLE FLASHING ALARM LIGHT RATED PARKWAY 441bs. LAYER OF 314" GEOMEMBRANE (TEMPERA 4 BAR URE O.C. TEMPERATURE STEEL) TRAFFIC 651bs. WASH ROCKS LINER ��_I-,� S E CHART WEATHER PROOF CONTROL BOX TOP RAIL SUPPORT BIORE7ENMW BigS///DETA/L (BMP/D B/n-1� SEE ELECTRICAL PLANS FOR LOCATION (BOLT TO COVER FRAME) 2058 +l+L+! \205I8" t3q^ \ /t�7 TL r, 1 9 r-i-,-, - NTS OP770NAL 1.-2„ -,-,-,-,-t-I / ti Icy zfi va•• 261 A- TOP OF WALL RIM _ 3'-5" + ,T1�T!1!_! SEE 34 34" -1� III IH� III IIHIH IIH_TI� !' CHART I—III=III=III—III=III=III=III—III=III—III I Y Y s1I I I=1 I I=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 8T 8- " MAX. RET. WALL 29 �� 2424 BOTTOM SECTION(WITH OR WITHOUTFRAME) = III III III-III III III III III III III- 18" 1 ETA/N/G BLO K-IL uFnNc CHAIN_ -- NTS III NOTES.lll L III III III III III III III- _ I III I I H I I III I I I III III III III III III- 1 GRATES AND COVERSAVAIIABLE PAINTED BLACK OR GALVANIZED = 3'GATE✓AL E - III NOTES. i' 2 AEA"GRATES AVAILABLE IN PARKWAY 8 TRAFFIC. \ III III- -III - O III III III III I '� III III- ,GRATES AND COVERSAVA-BLE PANTED BLACK OR GALVANZED 28" 28" 1 HEEL PROOF GRATES/MAILABLE IN PARKWAY ONLY T PROPOSED SUMP PUMP III III-..i 2.'ADA'GRATES AVAILABLE IN PARKWAY aTRAFFIC 4.ATOP SECTION WITH FRAME MUST BE USED IF BOLT DOWN REQUIRED /- OPDMA-3M51 IIJHPIIII15 `i FIC 24"' RIP RAP PAD ,/UNCTION BOX DI$�ERUAKIDRAIN MODEL MANUALWDIP-4-1022 4.ATOP SEC"HEELPR�OM WITH FRAME MUST BE USED IF BOLT DOWN REQUIRES Top T AND (7.0-15.0 FLA) 1818 BASE ECTION IT. ED. • HIGH WATER ALARM DUPLEX CONTROLLER WITH 2424_TB 6•• 270 NONE LEVEL SENSOR AND WITH 3"0 •- WT.2701bs FLOAT MTG. • • 2424 112 12" 495 (4)6"x 11•• 3"DISCHARGE D/SCHAR PIPE. SEE GE • \ -�y- v BRACKET � CHART • PIPE '� 79H: 10 FEET 1878 TB 6" 275 ONE ��/ 2424 T78 18" 745 (4)9"x 12" 12¢SD P/PE 6" 5 GALLON/M/NUTE 1818 T12 12" 370 (4)5"x 10" // F 2424 T24 24" 870 (4)14"x 14" \ OCE OF P�EME/yr 314"PIPE 1818 T18 181, 555 (4)9"x 11" (�\ }l 4" RETq/ GU/DE RAILS 1816 T24 24•' 785 (4)9"x 11" SECTION l a HT. LBS I KNOCK-OUTS /\ \ NG BLOCK wgLL i /N E REQUIRED RAIL SUPPORT 2424 EB 6" 270 h ONE REOU/RED FOR EACH 72'OF / T BASIN DEPTH IN EXCESS OF 12' 28" • _ \ PUMP,y/ • • 28 �.. 34.. ECTION T. LEIS KNCCK-CUJT. J-CHECK VAL IE 1818 E6 1 6•' 1 215 1 NONE + 2424 L12 12" 495 (4) PUMPS OFF h 2424 L,8 18" 745 (4)9".12 LOWER 870 (4)14".11 BLOCK WALL OMISSION DETAIL�1 • • • Me a +_---�- LJI FRB FIBERGLASS BASIN 18"x 18" AAA 24"X 24" NTS 1at6 uz 12.' 370 (�s"xi0" CATCH BASIN o BOTTOM 1816 L18 1B" 555 (4)9"x It" • - • • CATCH BASIN DI --------- ---- -- - a,e L2A L" ]85 4 9"x11" 24244 B36 36" 1905 (4)18 B30 30" 1595 (4)18"x 18" i i 242 "x18" LIFT-OUT ASS"Y(SRA-300) ,________ DIAL TOLL FREE OP7/MA-3M51 IIJHPIIII15 MANUAL CONCRETE PA DEMENT MODEL WC/P-4-1LER MTN LEI0FLA) 1�X18"�������� $1 DUPLEX CONTROLLER WITH 150F AT LEAST TWO DAYS SENSOR BEFORE YOU DIG SUMP PUMP DETA/L� NTs 24X2 "BR" BOX UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA NTS ENG-2022-00259 NTS MARK REVISIONS A P P R• A TE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE LAND 2313 E.Philodelphio St.,Ste.F PROFESS/ APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE &PIEL�MENT (909)930-1466Ontari-FAX(909)930-1468 "�0 J.R11 CITY OF LAKE ELSINORE SHEET 2 LAWS AND HAVE BEEN FOUND ACCEPTABLE DESIGN y�`"J\N /Cy�c PRECISE GRADING PLAN CORPORA 77aV PLANNING•CIVIL•SURVEYING �aD 4� �p DETA/L S 7 N0.34370z4 SCALE, BENCH MARK: OF SHEETS got- 1� 2/22/2024 8/9/z3 � � Y1 SUNNY CAR WASH KEVIN J.RICHER AS NOTED FILE NO. MON BIB, RICE N0. 83156 DATE R.C.E 43714 LIC.EXPIRES DATE S, CIVI` \P SEE SHEET , 31401 RIVERSIDE DRIVE CITY ENGINEER 03/31/2025 TIE AL(F0 8/9/23 LAKE ELSINORE, CA 92530 CITY OF LAKE ELSINORE DESIGN OF C ED BY KJR DRAWN BY RAS CHECKED BY KJR DATE: 24-023 (tz80.al - �y x 1277.96FS � 1� hpGf.l ,•y'1 vi % ,2lg. �Fy REMOVAL NOTES ^0ti 27�h9F ❑1 REMOVE EXISTING PAVEMENT. a6 I 2�6" 8 ❑2 REMOVE EXISTING BUILDING. `ryeti. N o ❑3 REMOVE EXISTING PORCH. + I + ®REMOVE EXISTING CONCRETE 94 ❑5 REMOVE EXISTING CHAIN LINK FENCE x(1285.3) x(1283.8) 3 6]REMOVE EXISTING LIGHTS 5a� I - - 50• w ❑7 REMOVE EXISITN POST. ti ®REMOVE EXISTING BRICK WALL. REMOVE EXISTING DRIVEWAY. EXIST.BUILDING N'I6 gfb �t,P 10 REMOVE EXISTING CURB. o 0 - _ ,,rya Eo�so� ti 1❑1 RELOCATE EXISTNG UTILITY BOX a 12 RELOCATE EXIST/NG GTE BOX ` + I I o 13 REMOVE OR RELOCATE EXISTING GAS METER. FI 14 REMOVE EXISTING A.C. PAVEMENT(PUBLIC). 2g3"36T EXIST.BLOCK r 1'•�� O,A,ry try�,h5l 15 REMOVE EXISTING SIDEWALK N52-zTs3"w 648.00' U285.8) 11'28 529�,Sc WALL rT' to o e i6 REMOVE EXISTING CURB AND GUTTER(PUBLIC). �s INK FENCE ( .�G `1T'6 N52'27'53"W 318,2 5 1' 96 "1' a ExlsTlrlc" a F� � 06TC g9FL) x(1284.7) '(P pP 9 EXIST.DIRT c�� I 6 EXIST.DIRT �6 I 1 0 CONC + 15 Do - 5 I 91 � 5 X , �j Z 1�10 y ,EX S / T iK6'1'b�.NG '1'19 8 I` 'I LJ yy d 1279.35FS 76) LJ x� o I I 14 w 1265.0) x / 4 j (1279.6) x w 127 .33TC ro 6 (I1 7 .75FL) x(1282.5) 33 - mo 6 �W J 5 42 v� EXIST.DIRT �' '-�"— �o zaz.) b 1279.37Fs s 8oF a x �\ M y n LW o (1285.0) x 7 z x(1283.5) w + + m K K, 1 (1279.6) 4 $Ae�- w csi 4 5 x (12 22) x X x m / pwlY APP g 282s) F X gpl 0' w6J EXIST.DIRT x w6J �// 7 2 0 1284.4 o SC w 8.00' �'�(1285.6) (1280.7) ( EXIST.6• INLINK FENCE N52'27'S3"W 318.25' (1280.7) 0p. I x 00) ,c� o^ ` c�O�C�3,10 2'27'S3'S W 64800' S G (1282. (1281.5) ( ry�9 ` 5 13 4 EXIST. r EDISON BOX 3 x(1283.3) 1 30• (1281.4) (1280.0) f x �^om I a9F/ REVIEWED FOR CODE COMPLIANCE DIIJRREITCODESANDAP PRACTICEo Ro TsoER P 09/26/2023 DIAL TOLL FREE 811 RON STEIN, P.E. AT LEAST TWO DAYS WILLICAN ENGNEERING 20 0 20 40 BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA SIGNATURE CCALE: 1"=20' T ENG-2022-00259 MARK REVISIONS A P P R. �A I E THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE LAND 2313 E.Philodelphio St.,Ste.F PRpFESSi /-1 fY APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE QEY£LOPMENT (gos)s3o-Oassrio,C (s 9jt s3o-t a68 " J. Lf CITY OF LAKE ELSINORE SHEET 3 LAWS AND HAVE BEEN FOUND ACCEPTABLE DEYGN y�`"J\N TCy�c DEMOLITION PLAN CORPORA ApV PLANNING•CIVIL•SURVEYING y— pf L -� 2/22/2024 8/9/23 * No.343704 SCALE: BENCH MARK: SUNNY CAR WASH OF SHEETS KEVIN J.RICHER I"=30' 31401 RIVERSIDE DRIVE EMON HABIB, RICE No. 83156 DATE R.O.E 43714 LC.EXPIRES DATE SEE SHEET t FILE No. CITY ENGINEER 03/31/2025 Slrf OF CC1yA @ P LAKE ELSINORE, CA 92530 CITY OF LAKE ELSINORE DESIGNED BY KJR DRAWN BY RAS CHECKED BY KJR DATE: 8/9/23 24-024 VDIA,L,TOLL WALNUT DRIB£ CONSTRUCTION NOO CONSTRUCT 4"OVER 8"AB(CLASS IQ. SOILS ENGINEER TO VERIFY R-VALUE&SEC77ON 10+Do; WALNUT DRIVE AFTERGRADING. FREE O2 CONSTRUCT 8"CONCRETE PAVEMENT, SOILS ENGINEER TO VERIFY R-VALUE&SECTION 811 25, ' AFTER GRADING. AST TWO DAYS sD' O3 CONSTRUCT 6"CURB AND GUTTER TYPE 'A"PER CITY OF LAKE ELSINORE STD. DWG NO. BEFORE YOU DIG - 200. EASEMENT.INGRESS kyl g UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ANTI EGRESS `ry0�,. ®CONSTRUCT 6"CURB PER CITY OF LAKE ELSINORE STD. DWG. NO. 202. + Q CONSTRUCT 4" THICK CONCRETE SIDEWALK '^ 01 ©CONSTRUCT ]RASH ENCLOSURE PER ARCHITECTURAL PLAN. J `�ti O7 CONSTRUCT HANDICAP PARKING PER DETAIL ON SHEET 2. x(1285.3) x(1283.8) I 3 CONSTRUCT WHEEL STOP PER DETAIL ON SHEET 2. O9 CONSTRUCT TRUNCATED DOMES PER DETAIL ON SHEET 2. APN.• 379-167 14 + w 10 CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. EXIST.BUILDING n I I I I �' � 11 CONSTRUCT 3'-0j'CONCRETE GUTTER PER DETAIL ON SHEET 2. 3 o - ^ 12 CONSTRUCT 18"CONCRETE CHANNEL PER DETAIL ON SHEET 2. o e 0o-� APN.• 379-161-15 13 CONSTRUCT 6'WROUGHT IRON FENCE PER ARCHITECTURAL PLAN. / w + W I ° 14 CONSTRUCT RIP-RAP PAD PER DETAIL ON SHEET 2. gry`j'PS FIO rt° JO.00ta 15 CONSTRUCT TRENCH DRAIN PER DETAIL ON SHEET 2. aM 0] 'd> sow ,1�����'1 ao�sa q51 i6 CONSTRUCT 24"X 24"BROOKS BOX W/FLEXSTORM INLET FILTER MODEL NO. 62HD24PCP iN m EXIST.BLOCK '?28�9'?�o� _J 1 0 �� AND STENCIL PER DETAILS ON SHEET 2. (t 28s.e) eat 73 II1 WALL !3 13 2s�sc 8'BTy, _ 17 INSTALL OPTIMA-3M51 IIJHP111115 MANUAL MODEL WDIP-4-1022(70-15.OFLA) PER - ! DETAIL ON SHEET 2. o N 4 12 4 +8 R, 4 4IS W�PPP 0 18 INSTALL 3"FORCE MAIN PIPE h4 X O O h 0� 0 /6 ^ryh osI 1"1P9 1d es°� X + of ^moo. 18 P�6PX'6 19 CONSTRUCT BIOPIC TPA TION BASIN PER DETAIL ON SHEET 2. o% 20 CONSTRUCT DRIVEWAY PER CITY OF LAKE ELSINORE STD. NO. 117(W=36'- X-8), PER n m � I x(12847) ,rv'L�g 2y% 3 4,,y0p. 11 SPg 3 1 3 ^m f1 ^m' e. 3m� APPROVED STREET IMPROVEMENT PLAN AND SEPARATE PERMIT PER APPROVED STREET Oy% 2 ry Oy% 3 ,`tip hl= v<0 25 EXIs oDIRi --- ... � n I 21 CONSTRUCT SIDEWALK PER CITY OF LAKE ELSINORE SIT NO 210 P <° e. 2 �� �� IMPROVEMENT PLAN AND SEPARATE PERMIT. �1 «1 4 r J 3 _zz w 1262.9oTa q e"°°y,�a� 0 3 o.s% 3 0 0 o 22 CONSTRUCT 8'"CURB AN GUTTER PER CITY OF LAKE ELSINORE STD. N0. 201, PER _o 1282.4 S q' °" jp81_) + p79Uorc ?m^,;l gF� APPROVED STREET IMPROVEMENT PLAN AND SEPARATE PERMIT. J ^° 1279.20FL NN 1.7 5 501 3 �tiryae a 40 �c otG tc CONSTRUCT PARKWAY CULVERT TYPE 'A" PER PLAN PER CITY OF LAKE ELSINORE STD. °j N,� ��' h off° 2 3 o OkkkF� B°6�°F�� 00'ry F�' 3 Oy OU1LE NO. 500A, PER APPROVED STREET IMPROVEMENT PLAN AND SEPARATE PERMIT. a ¢ e y �ti l e � s Sr 1s 8 W 1I h e o ti 40 �� o 77 ,� 12"7 �ti�e 1tig N 1`A�9 Oy% SF C 12 �� 7 rFLO 24 CONSTRUCT 5'"AC PAVEMENT OVER 8"CLASS 11 A.B. SOILS ENGINEER TO VERIFY ~ o 283.6) ,�$'ry yOP 14 g Est w R-VALUE&SECTION AFTER GRADING. 1285.0) x F �,.k0°' 281z79.1 25 CONSTRUCT 6" TO 0" TRANSITION CURB PER DETAIL ON SHEET 2, PER APPROVED W o ^° 2 ^ 7 , (�6) 0.5% ^p ^p 1278 >1Y w 0 5 nM eo 3 a.aa so x 3 p y 1p75 STREET IMPROVEMENT PLAN AND SEPARATE PERMIT. Z 5.0%MA a,5�i°°F 2y% �O 8 0.5 e po- `'00 O 8° 8 O pF O qE 0 2.g L Lp > 38• o°T " MlT e "N� 26 CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. N e o1i 12eD.3o °Y o (r P.) ° p q °CK _ o I 1279.80PAD �� 3 y _ 27 GRIND AND OVERLAY 2"MINIMUM THICKNESS ro n s} N�e�y met 20%ry�C-a 2�e - - oeFJ 5 �3 �9 tip 22 I� 28 OMIT 3"OF CURB FOR DRAINAGE PER DETAIL ON SHEET 2 eo 1275.531N 2"0 f w o 4 g�. s T° °' f`• 1.0% eos o a° � 42' 29 CONSTRUCT 8'-8"'MAX RETAINING WALL PER DETAIL ON SHEET 2 AND SEPARATE PERMIT 128z. o' o N s z I� of ay lvssomv-1z"m X( ti0 �o �° /� ° I I'� �I /� 30 CONSTRUCT 12"'0 HOPE STORM DRAIN PIPE "` F PROP. 6" ORA TED �,m 4 3 y� �a9 0^ -.�O 22.5'ELBOW ,y'L W p s, ^p ^oo o a`' yti 11.25'ELBow o' SUBDRAIN 31 CONSTRUCT 12"0 HDPE-12'X12"X12" TEE 0 0° Z ry 0^ -IS ti ti^'� O 4`' r�0 1 C 2 5 4 � O APN.' 3 61-37 N �e�5oa q 4^rog ry e 4 ry0ep. b ory 2 ml Spa 3 l O a. o o ti 7 gyp. 32 CONSTRUCT 1270 HDPE-45'BEND. �ti Nt 1 " 7 ti ti 11281.02" ,5' 4 o CONSTRUCT 12"0 HDPE-225'BEND (1285.0) GRADE BREAK 5 . 34 CONSTRUCT 1270 HDPE-11.25'BEND. CCCC"'�lll\ 83.5) +mm ^�o hF -I ryy^moo 4- (Try 5- - ^�00 5 (1279.6) I B m} 2�BissT� 4 �0 3ST� to ^ti°^`' 10 19 W 35 CONSTRUCT 12"'0 HDPE-90'BEND. _ CONSTRUCT 12"0 HDPE 12'X12'X6" TEE N afic 1281.SOFS �1 37 CONSTRUCT 18"X 18"BROOKS BOX W/FLEXSTORM INLET FILTER MODEL NO. 62HD18PCP 5.0% k g4F� k0F 6 8.3%t°'8 .3 h l 2 "' N 1277 AND STENCIL PER DETAILS ON SHEET 2. Z s �ti0 C 1 \ N ^^ oo 5 ;X 1z81.o0F5 - _ (12 22) - - - - - - �I y p 21 0 w 38 CONSTRUCT 6'A HOPE STORM GRAIN PIPE 0 4'7q za2.2 2"S�= 281.70Fs ry rory m g 1 80FF 1 5`7 q ary�^ ? I 22 39 CONSTRUCT 18-CONCRETE GUTTER PER DETAIL ON SHEET 2. ;rvry^ 5 2 e 1281. 8FS 1281,OOPAD 128 JOPAD 4 ^ 4 0°o��h° Nvi¢ Pv TI e 1281.77F5 PROPOSED 6' 1281.46TG 1.92 9 �15 1280.96NV-6"O 1~% 12a2.o9TC 21 1.0 a12 1.87TC 1281.59F5 h^p5 N°'0 1B WROUGHT IRON 1281 A 1 TO I 12 1.37FS 4 a o"' 72SC FENCE }^? _ h 34 4 1. F 1280.61 FL 0m"L CHAINLINK FENCE 1277.181NV-12"0 °j /5 �N^ 05FL 25' 24' EXIST.6' O p 0, N ry0 D-1.7'OEEPEND FOOTING `� ^ 1 7 o ^0�. (1285.6) �N 'P^60.7) (1284.4) 4 _ 19 ]RAN gx�SjRpG 12" 14' TO BE REMOVED (1280.71 0.0 q L 2 (1282.5 ! 281.5) 3 ,,IIIF���I / f 3 11 EXIST,GRADE REVIEWED FOR CO COMPLIANCE o m �� 1r1 5% t 0%MAX EXIST.A.C. 0%-2 s% N�W EXIST. z _1.8�y, Y� �AVEMENT p EDISON BOX APN.• 379-160-004 _ `,� 35 ,rvl PROPOSED PROPOSED A.C. rvls Pea �`ti�01 CONCRETE 6"CURB PAVEMENT PROPOSED oaaervT cones arvoa esMsarvoo�il�e Rerse �F PAVEMENT PROPOSED 6"CURB ONe09/26/2023F o cnce _ CONCRETE PROPOSED PROPOSED 6'CURB PROPOSED PA✓ERENT �'Ro ON STEIN, P.E.oo - 6"CURB 6 CURB &GUTTER ILLDAN ENG NEERING (1283.3) w &cuTIE? &GUTTER x(1281.4) x(1250.0) a SEC77ON E-E ut o NTS IaN EAST. e RM R/W IL O.5 it �EXIsr.s' 60' PROPOSED 6' CHAINLINK FENCE WROUGHT IRON TO BE REMOVED FENCE PROPOSED 6' 42' 25' 24' EXIST.BLOCK PROPOSED WROUGHT IRON 18' 2' WALL PROTECT IN o PL FENCE Uw 5. DEDICATION 3g• 12.5' /25' 1, PLACE. �J 14.5' 33' RE-80 ND DEL TOR 2 EXIST.GRADE 22 w POSTS TWEEN DOUBLE o 21.90' 6' S' 10' 10' 0.5 2' 121 YELLOW LINE 3.5' -1.02-25%- _ Iti PROPOSED 1�0% EXIST.GRADE 3.5 PROP.BLDG -_ TO -may FX�ST.GRADE 1281.50FF I, GRIND AND 1.5% ---}}{---- -2.09 3 OVERLAY 1�5% 2�9 1.0%-2.5% 2.0% 0% PROPOSED PROPOSED IQ f� EXIST.A.C. -i 2,0% z.o% IN CONCRETE CONC. - `� PAVEMENT _EXIST_GRADE M PA IFMENT GUTTER -- PROPOSED PROPOSED PROPOSED RETAINING PROPOSED CONCRETE PROPOSED PROPOSED A.C. RETAINING EXIST.6"CURB PAVEMENT PROPOSED PROPOSED WALL WALL SIDEWALK POSED &GUTTER CONCRETE PAVEMENT PROPOSED CONCRETE TO BE REMOVED PROPOSED PA VTMENT CONCRETE ion PROPOSED PROPOSED 6"CURB PROPOSED PROPOSED 6'CURB PAVEMENT PROPOSED 6"CURB 6"CURB 6"CURB PA IEMENT zo EXIST.AC 6"CURB 6"CURB F PROPOSED PROPOSED AC &GUTTER PROPOSED PROPOSED BIOF/L TRA770N GCURB PAVEMENT &GUTTER &GUTTER CONCRETE BASIN PER &GUTTER PA I/EMENT PA IFMENT 6"CURB p 20 0 20 40 60 DETAIL ON SEC77ON B-B CnON C-C &GUTTER SHEET 2. SECTION A-A NTS NTS SECTION D-D >1 q F-� NTS T ENG-2022-0025-9 NTS SCALE: 1 =20' M \K REVISIONS A P P R' �A E APPROPRIATE CONDITIONS OF REVIEWED AND/OR ECITY IHANDE STATE QEY£LOPMENT 2313E P Ontario, CA S7 Ste.F PROFESS] D^tl.ce CA 9,76, a CITY OF LAKE ELSINORE SHEET 4 LAWS AND HAVE BEEN FOUND ACCEPTABLE DEYGv (909)930-1466•FAX(909)930-1468 y1aN U•R/�y+Fes° PRECISE GRADING PLAN CORPOeAApV PLANNING•CIVIL•SURVEYING �p A Of(/` 2/22/2024 e/9/z3 * F /,I704 SCALE: BENCH MARK: SUNNY CAR WASH �F SHEETS KEwN�.RICHER 7"=30' 31401 RIVERSIDE DRII/E R MON HABIB, RCE No. 83156 DATE R.G.E 43714 LIC.EXPIRES DATE s C1V1` 3 SEE SHEET 1 LAKE ELSINORE, CA 92530 FILE No. CITY ENGINEER 03/31/2025 TTP OF OA1-@°F� CITY OF LAKE ELSINORE DESIGNED BY KJR DRAWN BY RAS CHECKED BY KJR DATE: 8/9/23 24-025 `1ry91•• `L9,1�9�v + Uf '. x(1289.7) U x(1286.5) \ x(1285.3) x(1283.8) l�9 9 I 1�91. mm m J 73 (1 0.2) (1287.5) (1285.9) N52.27'53"W 648.00' (1zss.e) + 1284.2 N52'27'5"W 311.75' EXIST.6'CHAINLINK FENCE ti f x(1284.7) 6�`ti0' 2�% �ti - XISV iDlaT 1 _ 128290TC F EXIST.DIRT -J �p 1282.40FS ss�r w i �ti<F5 CONSTRUCTION NOTES o y za7.1) J 3 �ti CONSTRUCT 4"OVER 8"AB (CLASS ll). SOILS ENGINEER TO (1286.4) 283.6) VERIFY R-VALUE&SEC77ON AFTER X (12 0.2) x x 1285.0) o t° x GRADING. 29 s.o�rnA ey5o°ES n 2 07 O2 CONSTRUCT 8-CONCRETE PAVEMENT, SOILS ENGINEER TO VERIFY R-VALUE&SEC AON AFTER �l.qE o�-'. GRADING. v FUTURE DEI ELOPMENT o h �' '(� V N CONSTRUCT 6"CURB AND GUTTER a Ly TYPE 'A"PER CITY OF LAKE ELSI 1 STD. DWG. NO 200. APN.• 379-760-002 o a ®CONSTRUCT 6"CURB PER CITY OF a W LAKE ELSINORE STD. DWG. NO. 202. �o (Wig OS CONSTRUCT 4" THICK CONCRETE ,- N} SIDEWALK (12876) EXIST.DIRT J J� �ryry titig ry9.1,,�? x(1289.7) x (1285.0) yy tip 13 CONSTRUCT 6' WROUGHT IRON 83.5) FENCE PER ARCHITECTURAL PLAN. 16 CONSTRUCT 24"'X 24'"BROOKS 3 x(1287.) \ .s BOX W/FLEXSTORY INLET FILTER MODEL NO. 62HD24PCP AND +ryED STENCIL PER DETAILS ON SHEET 2. k�^ h `� 17 INSTALL OPTIMA-3M51 1/3HPIIII15 MANUAL MODEL 0 WDlP-4-1022(7.0-150FLA) PER DETAIL ON SHEET 2. o 18 INSTALL 3"FORCE MAIN PIPE 37 CONSTRUCT 18"X 18"BROOKS So9 e�Ssr gas"'r, o o ti�^ry�6�. +°d BOX W/FLEXSTORM INLET FILTER Fsrs 'sT o MODEL NO. 62HDlSPCP AND l °° `b STENCIL PER DETAILS ON SHEET 2. � 1285.6) ��N 7'53" 311.75' (1288.8) (1287.9) �� (12� ( 2l..7)J (1284,4) - 2'27'53"W 648,00' (1289.0) / x(1283.3) x(1291.1)' x(1285.9) REVIEWED FOR CODE COMPLIANCE DI NTSPER - DIAL TOLL FREE RRE Tc�ESANOAP1 09/26/2023FP�cncE 811 RON STEIN, P.E. AT LEAST TWO DAYS WILLDAAN DIG7 ENG NEEERING -- 0 20 40 UNDERGROUND SERM BEFORE OFOSOUTTHERN CALIFORNIA /IM//lam SIGNATURE•JGY`� ENG-2022-00259 SCALE: 1��=20� M A R Il REVISIONS A P P R. A TE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE LAND 2313 E.Philodelphio St.,Ste.F PROFESS/ /-1 K Ontario,CA 91761 0 ° < CITY OF LAKE ELSINORE SHEET s APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE UEYELOPA/ENT (909)930-1466•FAX(909)930-1468 J.R/ P� PRECISE GRADING PLAN LAWS AND HAVE BEEN FOUND ACCEPTABLE DE81GN y�J\N Cy c CORPORA ApV PLANNING•CIVIL•SURVEYING " �p 7 2/22/2024 8/9/23 No.34370 4 SCALE: BENCH MARK: OF SHEETS L_ / SUNNY CAR WASH R MON HABIB, RCE No. 83156 DATE KEVIN J.RICHER R.C.E 43714 LIC.EXPIRES DATE s C1V1` 3 SEE SHEET 1 31401 RIVERSIDE DRIVE FILE NO. CITY ENGINEER 03/31/2025 Trf OF CAL1F0 LAKE ELSINORE, CA 92530 CITY OF LAKE ELSINORE DESIGNED BY KJR DRAWN BY RAS CHECKED BY KJR DATE: 8/9/23 24-026 EROS/ON CON7ROL N07FS III 1. A. /N CASE OF EMERGENCY, CALL rn, I III III I N (RESPONSIBLE PERSON)AT_ _ _ _ _ _ _ (24-HOUR PHONE NUMBER). B. THE UNDERSIGNED CIWL ENGINEER WILL RENEW PLACEMENT OF \ EROSION CONTROL AND INSURE THAT WORK IS/N ACCORDANCE W7H - TRASH BlN THE APPROVED PLANS MATERIAL I CASQA WM-5 TRUCK U Tm KEWN J.RICHER R.C.E. 43714 EXP. 03/31/2023 DA IF STORAGE HED STAGING_ WASHOUT AREA C. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL CASQA -1 AREA CASQA WM-8 TIMES OUR/NG 7HE RA/NY SEASON, OCTOBER 15 THROUGH APR/L 15. NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND STOCKPILED AT 51 5T 55 CON VEN/ENT LOCA 77ONS TO FAC/L/TA TE RAPID CONSTRUCTON OF /n� -- -- -- TEMPORARY DEWCES OR TO REPAIR ANY DAMAGED EROSION CONTROL / 0 CQNSTRUC7ION MEASURES WHEN IN/5/MM/NENT. SANITARY D. EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIES WITHOUTSANITARY 56 52 ` -• 54 THE APPROVAL OF THE CITY ENGINEER. s3 FACILITY sz !A E ALL REMOVABLE PROTECTIVE ERGS/ON CONTROL DEVICES SHOWN SHALL BE 51 /N PLACE AT THE END OF EACH WORK/NG DAY WHEN THE FIVE(5)DAY 52 RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT(409,). F. AFTER A RAINSTORM,ALL 5/LT AND DEBRIS SHALL BE REMOVED FROM 52 5 52 CHECK BERMS AND DES/L77NG BASINS. ANY GRADED SLOPE SURFACE FR07EC77ON MEASURES DAMAGED DURING A RAINSTORM SHALL ALSO BE J 5 IMMEDIATELY REPAIRED. $ 52 53 G OFILF SLOPES AT THE TRACT PER/METER MUST DRAINWORK AWAY FROM THE TOP l I 53 53 OF THE SLOPE AT THE CONCLUSION OF EACH WORKING DAY. I J 53 H THE CONTRACTOR SHALL BE RESPONSIBLE AND HA✓E POSTED ON THE SITE TO PREVENT PUBLIC TRESPASS INTO AREAS WHERE WATER l5 IMPOUNDED W $ WHENEVER THE DEPTH EXCEEDS TWO(2)FEET OR CREATES A HAZARDOUS �+ CONDITION. L 52 ds 2.TEMPORARY SOIL STABILIZATION MEASURES INSTALLED ON GRADED SLOPES ` EXCEEDING A J.1 RA 770 AND/OR TEN(10)FEET/N HEIGHT. \ m j 3.DES/L RNG FACILITIES AT ALL DRAINAGE INLETS FOR THE GRADED SITE,DESIGNED LJLJ A TWENTY-FIVE(25)YEAR,SIX(6)HOUR STORM INTENSITY. THEY MUST BE uu DETAILED ON THE PLANS.DESIGN AND SPECIFIC RECOMMENDA 77ON5 SHALL BE SUBMITTED FOR THE FOLLOWING j I A. DE5/L 77NG BASIN VOLUME BASED ON GRAD/ENT AND NATURE OF SOILS 51 / _ _ N B. THE REAL EXTENT OF ALL GRADED AREAS AND/DENTInCA 77ON OF ANY TEMPORARY SOIL STA61LIZA 7/ON MEASURES. IC. SIZE OF DES/LT/NG BASIN OUTLET PIPE AND OVERFLOW 53 ❑ D. DIKE REQUIREMENTS SHOW MINIMUM WALL WlD7H,SLOPE OF WALLS PERCENT COMPACTION,ETC. 4.PLACEMENT OF DEWCES TO REDUCE EROSION DAMAGE W9THIN THE TRACT MUST BE SHOWN ON THE PLAN. 5.OUTLET CONDITIONS FROM THE DES/L 77NG BASIN SHALL NOT EXCEED DOWN57REAM LIMITATIONS. / / 6.THE PERM/TTEE SHALL KEEP A STANDBY CREW FOR EMERGENCY WORK A/CABLE ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVA VAILABLE ON-SITE AND STOCKPILED CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEl4CES OR TO REPAIR ANY 7DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 7 DEWCES SHALL NOT BE MOVED OR MODIFIED W9THOUT THE APPROVAL OF THE DIRECTOR OF PUBLIC SERWCES OR,IN AN EMERGENCY,BY THE PERSON PLACE A LAYER OF FILTER RESPONSIBLE FOR GRADING OPERATIONS EXTRA STRENGTH FILTER FABRIC FABRIC OVER IRE C.B. OPENINGS 50' NEEDED WITHOUT WIRE MESH SUPPORT AND ANCHOR WITH GRAVEL BAGS CLASS//AGGREGATE BASE B.ALL REMOVAL PROTECTIVE DEWCES SHOWN SHALL BE IN PLACE AT THE END OF MISTING CATCH BASIN RUMBLE STRIP PLA 7E EACH WORKING DAY WHEN THE FIVE(5)DAY RAIN PROBABILITY FORECAST CURB&GUTTER ffD0000 000� EXCEEDS FORTY PERCENT(409).FORECASTS SHALL BE RECEIVED FROM STEEL OR OR DRAINAGE SWALE 200'MAX. g BROADCASTS PROVIDED BY THE UN/7ED STATES WEATHER SERVCE FL OWLINE WOOD POST i g,BERM A RAINSTORM•ALL INS AND DEBRIS SHALL BE REMOVED FROM CHECK ATTACH FILTER FABRIC BERMS AND DES/LT/NG BASINS ANDEAS THE BASINS PUMPED DRY. ANY GRADED SECURELY TO UPSTREAM i GRAVEL BAGS B SLOPE SURFACE PRO TECP A MEASURES DAMAGED DURING A RAINSTORM SHALL SIDE OF POST ° FOR DRAINAGE MA ALSaR SU HE M/N PENAL 77ES.A/RED FAILURE TO PROWDE EFFECI7lE MAINTENANCE <y� SWALES PLACE 2 A _ F/L TER FABRIC •° ROWS As SHOWN TYPICAL SECTION ON PLANS 10,FILL SLOPES AT THE TRACT PER/METER MUST DRAIN AWAY FROM THE 70P OF •• FLOW GRAVEL BAGS 2 BAGS HIGH CLASS//AGGREGATE BASE THE SLOPE AT 7HE SLOPE AT THE CONCL US/ON OF EACH WORKING DAY. tiG &2 BAGS WIDE AT BOTTOM B `- COURSE .STABYJZED LriYS7RUC71aN E1V7R.4NC�E L#ETAK �� 11,AT LEAST ONE(1)GUARD SHALL BE POSTED ON THE SITE WHENEVER 7HE SECTION A-A J T 1 DEPTH OF WATER IN ANY DE14CE EXCEEDS EIGHTEEN(18)INCHES ADDITIONAL -�• .. NTS GUARDS MAY BE REQUIRED AS DEEMED NECESSARY BY THE DIRECTOR OF '- ° A ,4"TYP., GRAVEL BAGS(TYR) PUBLIC SERWCES 10' 3/n MAXIMUM SPACING WITH 12.AFTER A RAINSTORM,ALL SILT AND DEBRIS SHALL BE REMOVED FROM PUBLIC ( 2 BAGS DRAINS AND PIPES,AND FROM DRAINS AND PIPES OF ADJACENT PROPERTIES. //TT i WIRE SUPPORT FENCE )2 HicH 6'(1.8m) MAXIMUM SPACING WITHOUT Nrs (MIN) WIRE SUPPORT FENCE SECTION B-B REVIEWED FOR CODE COMPLIANCE STEEL OR WOOD POST CiITt /BA9N LX/ElJC DAA/ni EROSION CONTROL NOTES OUAN77T1ES 36"(lm) HIGH MAX NTs 51 CONSTRUCT SILT FENCE PER DETAIL HEREON AND SE-> OF THE CALIFORNIA 800 L.F. Ego oo°NTMEI°aRR STORMWA TER QUALITY ASSOCIATION HANDBOOK. PONDING HEIGHT PONOING HEIGHT Uaae"r CODESA"DPO cne es;"n°,vo°naoso w,crlce. "rs"`" PUS 09/26/2023P 52 CONSTRUCT GRAVEL BAG VELOCITY REDUCER PER DETAIL HEREON AND EC-10 OF THE 11 EA. FLOW CALIFORNIA STORMWA TER BUR HANDBOOK 3/4`(20mm) 0 CD CD o RON STEIN, P.E. 53 CONSTRUCT CATCH BASIN CHECK DAM PER DETAIL HEREON AND SE-4 OF THE MIN GRAIN ROCK WILLDAN ENG NEERING CALIFORNIA STORMWA TER QUALITY ASSOCIATION HANDBOOK 3 EA. FLOW 2-MAX �9 O O CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PER DETAIL HEREON AND TC-1 OF STOR GE HL OOmm) 0 0 RI—Re ' THE CALIFORNIA STORMWA TER QUALITY ASSOC1A 77ON HANDBOOK 1 EA. \ ......... 30" 55 CONSTRUCT CONCRETE TRUCK WASHOUT AREA PER DETAIL HEREON AND WM-8 OF THE %/ ,%j//j/% 0 C 0 CALIFORNIA STORMWA TER QUALITY ASSOCIATION HANDBOOK T EA. L1\_\111111\\\ A ,: AA�A- CLASS U AGGREGATE BASE ./� i 0 0 m 56 CONSTRUCT CONSTRUCTION STAGING AREA PER DETAIL ON SHEET 3. T EA. 72 '��V�//VAA1� 12 MlN � ° a F7 TER FBRC(30 �� (300mm)i "/ CONSTRUCT MATERIAL STORAGE SHED PER 4YM-1 OF THE CALIFORNIA STORMWA TER7 EA. j0QUALITY ASSOCIATION HANDBOOK Yv 4'x6-(100 X 150mm) Aj/A• o TRENCH WITH COMPACTED BACKFILL � TYPICAL SECTION GRAVEL BAG ° 9 a , TRENCH DETAIL INSTALLATION WITHOUT TRENCHING ° a NOTES 10 MIL PLASTIC LEGEND 1. SILT FENCE SHALL BE PLACED ON SLOPE - L/Nwc ° a ° CONTOURS TO MAXIMIZE PONDING EFFICIENCY. NOT TO SCALE CLASS Al AGGREGATE BASE^ (=XZXDO SANDBAG ROW(2 BAGS HIGH) 2 INSPECT AND REPAIR FENCE AFTER EACH QQNSMC7"V STAQWVG AREA DETAIL STORM EVENT AND REMOVE SEDIMENT WHEN SECTION C-C NTS 56 CONSTRUCTION ENTRANCE NECESSARY. 9"�225mm) MAX/MUM DIGa RECOMMENDED S ORAGE HE/GHT ( /( ]� ]R(/(�( WASFIOUT DET.1� �� J. REMOVED SEDIMENT SHALL BE DEPOSITED NTS i CONCRETE TRUCK WASHOUT AREA TO AN AREA THAT WILL NOT CONTRIBUTE SILT FENCE DIAL TOLL FREE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED. 811 CONSTRUCTION STAGING AREA. AT LEAST TWO DAYS 30 0 30 60 90 ,�/(��,'7�/J, BEFORE YOU DIG �` 1�IT$ �/ SILT FENCE UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA SCALE. 1"=3Ot T ENG-2022-00259 MARK REVISIONS O APPR. �A E THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE LAND 2313 E.Philadelphia St.,Ste.F gpFESS7 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE DEVELOPMENT (909)930-O466rI.i CA 9(909)1930-1468 ��°P J.R F CITY OF LAKE ELSINORE SHEET s LAWS AND HAVE BEEN FOUND ACCEPTABLE DESYGN 5~�J�N EROSION CONTROL PLAN CORPO14AAAV PLANNING•CIVIL•SURVEYING Fjo A No. 437 SUNNY CAR WASH OF 7 2/22/2024 8/9/23 exP.a/at/sots14 * SCALE: BENCH MARK: SHEETS KEVIN J.RICHER 7`=30' 31401 RIVERSIDE DRIVE REMON HABIB, RCE No. 83156 DATE R.C.E 43714 LIC.EXPIRES DATE SEE SHEET 1 LAKE ELSINORE, CA 92530 FILE No. CITY ENGINEER o3/31/2025 srTf oFItCAUFpP�\P CITY OF LAKE ELSINORE DESIGNED BY KJR DRAWN BY RAS CHECKED BY KJR DATE: 8/9/23 24-027 I II I I of I I I I I I I I I 0 I I I I N52°27'S3"W 648.00' 1 'aN N52'27'53"W 311.75' N52'2753 W 318.25 N 2277' 25" 11280' N R o rn 2 v N w + s 199.06' 90.08" 9.17" N p ryl N � mil �C 13 (TYP) 14.58' 5 PACES 0 13'=65' 5' 10 L Fa 9' 8'4. ' � 13 SPACES®73'=169' co. 2®189''=N ig qm 14.5'z 78 758 FI - 12FrTJ204, NIP) ' 1 60' 235o O UyU o 758' 9.75' .33' o 0 0 0 0 0 0 — � � � �. � e 5, C 727.25 23.95 P21' 38" N Pti6 �ryb ��, a 75' I 44.48' 52.16" N h a a 72a.67' ❑ o N + N52'27'53'W 318.25' . 6 18.00' ® N52'27'53"W 311.75' _ N52'27'53"W 648.00' — — — -Y___----------- O 5/ a ER TNE I o REVIEWED FOR CODE COMPLIANCE I ,=S,SPEs�aTINSF09S26/2TA23F DOCUMENTSPER r'bDIAL TOLL FREE RON STEIN, P.E. 811 WILLDAN ENG NEERING EAST TWO DAYS 20 40 60 BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ENG-2022-00259 -E 1"=20' rVARK REVISIONS A P P R• D A TE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE LAND 2313 E.Philodelphio St.,Ste.F 'po"FESS/ APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE DnnopmENT Ontario,CA 91761 �p R 9<�� CITY OF LAKE ELSINORE SHEET 7 LAWS AND HAVE BEEN FOUND ACCEPTABLE UES/[ (sos)s3o-tafifi•FAx(sos)s3o-rasa �`�SN py HORIZONTAL CONTROL PLAN CORPORA ApV PLANNING•CIVIL•SURVEYING 7�YlY 2/22/2024 /Li 8/9/23 No. /1/' SCALE: SUNNY CAR WASH OF Lxp.3/3i/zozs BENCH MARK: SHEETS KEVIN J.RICHER 1`20' 31401 RIVERSIDE DRIVE REMON HABIB, RCE No. 83156 DATE R.C.E 43714 LIC.EXPIRES DATE S, C1V1` \P SEE SHEET 1 LAKE ELSINORE, CA 92530 FILE No. CITY ENGINEER 03/31/2025 TrP OF CAUFO p CITY OF LAKE ELSINORE DESIGNED BY KJR DRAWN BY RAS CHECKED BY KJR DATE: 8/9/23 24-028