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Home My WebLink AboutENG-2016-00215 PGP PLAN NO 17-038-17-050 AS BUILT_compressed m =I A RREC14E GRADING PLAN GENERAL NOTES. s�A °<S�o P�Rol NIcNOLS RD 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE A L BERHIL L RANCH TRA C T NO. 28214 0 SI ° MUNICIPAL CODE, CHAPTER 15.72 AND APPLICABLE STANDARDS AND SPECIFICATIONS TE ° g'�• i� AND THE LATEST EDIT/ON OF THE UNIFORM BUILDING CODE(USC.), CHAPTER 33. Q_ 2. A PERMIT SHALL BE OSTA/NED FROM THE ENGINEERING DEPARTMENT, CITY OF LAKE PHASE NO. 6 LOTS 1 /I o M UNTAIN ST. ELS/NORE, PRIOR TO0 ANY OPERATIONS RHASENO. 7L07S > v�4 a3. THE DEVELOPER ANO OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPAN/ES ANDU.S.A. ALERT(7800-422-4133) FORTY-EIGHT(48) HOURS PR/OR TO GRAD/NG. PHASE NO. 8 LOTS I - 37 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 7WENTY-FOUR (24) HOURS IN ADVANCE OF BEGINNING GRADING OPERATIONS Fsy 0 op m 011970FLAKEEL60) ORE. CALIFORNIA O RIVERSIDE 5. DUST SHALL SE CONTROLLED SY WATER/NG OR OTHER METHODS APPROVED BY THE CITY ENG/NEER. O 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 7 VERTICAL, UNLESS D OTHERWISE APPROVED, AND SHALL BE SHOWN ON THE PLAN. GENERAL NOTES (CONTINUED)• OWNER/APPL/CANT SOILS ENGINEER- VICINITY MAID � 2 7. FILL SLOPES SHALL SE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS 25. EROSION CONTROL: ALL GRADED SLOPES SHALL SE PLANTED WITH ROSEA ICE KB HOME PETRA GEOSC/ENCES, INC. NOT TO SCALE 0 OTHERWISE APPROVED, SHALL BE SHOWN ON PLAN, AND SHALL NOT HAVE LESS PL41VT OR ANOTHER APPROVED GROUND COVER, AT TWELVE INCHES (12) ON 36310 INLAND VALLEY DR. 40880 COUNTY CENTER DRIVE SUITE R C THAN 909, RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. CENTER. SLOPES OVER FIFTEEN FEET(15) IN VERTICAL HEIGHT, /N ADDITION TO W/LDOMAR, CA 92595 TEMECULA, CA 92591 SHEET INDEX s 3 GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS OR (957) 691-5900 (951) 600-9271 03 8. FILLS SHALL SE COMPACTED THROUGHOUT TO 9OZ DENS17Y AS DETERMINED BY THE COMB/NAT/ON THEREOF. SHRUBS SHALL SE PLANTED AT TEN FEET(10) ON CONTACT., VERNELL WILLIAMS, P✓M CONTACT GRAYSON WALKER, G.E. SHEET 1..........................................................................TITLE SHEET s? m MODIFIED THREE(3) LAYER A.S.T.M. D-1557-70 TEST METHOD. CENTER,- TREES AT TWENTY FEET(20) ON CENTER- COMB/NATIONS FIFTEEN FEET (15) ON CENTER. SLOPES OVER THREE FEET(3) IN VERT/CAL HEIGHT SHALL BASIS OF BEARING SHEET 2.........................................INDEX, LEGEND, 7YP/CAL SECTIONS , 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, SCARIFIED, AND HAVE PERMANENT IRRIGATION SYSTEMS WITH 84CKFZOW PREVENT/ON DEVICES PER SHEET 3............................................................................DETAIL SHEET INSPECTED SY THE GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY U.B.C. THE BASIS OF BEAR/NC FOR THIS MAP WAS TAKEN FROM THE STATE PLANE SHEET 4-11...................................................PREC/SE GRADING SHEETS PR/OR TO THE PLACING OF FILL, 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST COORDINATE SYSTEM, CCS 83, ZONE 6 BASED UPON NGS POINT ALBER"AND SHEET 12.................................................B/O-RETENT/ON BASIN SHEET 10. ALL FILL MATER/AL SHALL BE CLEAN EARTH. NO FILL SHALL SE PLACED UNTIL SE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT. POINT '1YALKER" BEING N5275 30"W. PREPARATION OF GROUND /S APPROVED SY THE SO/LS ENGINEER. UTILITY NOTES 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS DURING APPROVED EROSION PREVENT/VE DEVICES SHALL SE PROVIDED AND MA/NTA/NED SO/LS ENGINEER.' WATER. ELSINORE- VALLEY MUNICIPAL WATER DISTRICT DURING THE RAINY SEASON AND SHALL SE/N PLACE AT THE END OF EACH ELSIN E- VALLEY STREET THAN IV-PER FOOT FOR A MIN/MUM OF THREE(3) FEET, THEN 1% (M/N/MUM) TO DAY'S WORK. THESE GRADING PLANS HAVE BEEN REVIEWED SY THE UNDERSIGNED AND FOUND LAKE CHANRE, CA. 9T FLOW LINE OF EARTH SWALE. TO SE/N CONFORMANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS (951) 674-3145 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1� /F CUT OR FILL 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY OUTLINED /N THE SOILS AND GEOLOGICAL RECONNAISSANCE REPORT PREPARED ORDERS FOR THIS DEVELOPMENT. SEWER- ELS/NORE VALLEY MUNICIPAL WATER DISTRICT SLOPE IS LESS THAN TEN FEET(10) AND 2Z IF CUT OR F/LL /S GREATER THAN 31315 CHANEY STREET TEN FEET(10). DRAINAGE SWALES SHALL BE A MIN/MUM OF 0.5'DEEP AND 29 THE LOCATION AND PROTECT/ON OF ALL UTILITIES /S THE RESPONSISIL17Y OF THE LAKE ELS/NORE, CA, 92331 CONSTRUCTED A MIN/MUM OF TWO FEET(2) FROM THE TOP OF CUT OR FILL PERM177EE. 11 3 1 2-ZZ 11 (951) 674-3146 SLOPES GRAY ON R. WALKER GE# EXP.- DATE 13. PROVIDE 5'W/DE BY 1'H/GH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL T/ME. PRINCIPAL ENGINEER GAS- SOUTHERN CALIFORNIA GAS CO. SLOPES OVER 5'HIGH 1 EDL W. , CA 9 AVENUE 31. .SAN/TARP FACILITIES SHALL BE MAINTAINED ON THE S/TE FROM BEGINN/NG TO , REOLANOS, CA 92374 14. PROVIDE A BROW DITCH, DESIGNED TO HANDLE ONE HUNDRED (100) YEAR STORM COMPLETION OF GRADING OPERAT/ON. ENG/NEER S NOTICE- (909) 335-7828 FLOWS ALONG THE TOP OF CUT SLOPES 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACIL/TIES SHALL SE PROVIDED 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE PHONE VER/ZON F/OS � FOR ALL SLOPES /N EXCESS OF THREE(3) FEET VERTICAL HE/GHT W/THIN NINETY RESPONSIBILITY FOR JOB SIFF CONDITIONS DURING THE COURSE OF 40710 CALIFORNIA OAKS ROAD D 15. NO OBSTRUCT/ON OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE MURR/ETA, CA 92562(90) DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE/N CONSTRUCT/ON, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY THIS - PERM/77E0. ACCORDANCE WITH CITY OF LAKE ELSINORE GRADING ORDINANCE NO. 882 PR/OR REOU/REMENT SHALL APPLY CONTINUOUSLY AND NOT SE L/M/TED TO NORMAL (951) 290-7287 rc TO THE APPROVAL OF FINAL INSPECT/ON. WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE 0 16. A SOILS ENGINEER SHALL BE RETAINED SY THE DEVELOPER, TO SUPERVISE GRADING ELECTRIC.•50. CAL. ED/SON CO. :z AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REOU/REMENTS OWNER AND ENGINEER HARLESS FROM ANY AND ALL L/ABILITY, REAL OR ALLEGED, 2 (SUBDIVISIONS) AND EXPANSIVE CHARACTER/ST/CS OF THE SOIL. 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE /N CONNECT/ON WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING ROMOL MENEFEE ROAD HIMSELF WITH THE SITE AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO (SQ51) ND, CA. 92585 FOR L/AB/L/IY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR EX/STING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, (951) 928-8207 17. GRADING CERTIFICATION SY THE DEVELOPERS CIVIL ENGINEER AND A FINAL WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. ENGINEER. (951) 820-5498 z IT COMPACT REPORT SY A SOILS ENGINEER SHALL 9E SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PR/OR TO ISSUANCE 2 ALL UNDERGROUND UT/LIT/ES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC FIREFIRERIVERSIDE COUNTY FIRE DEPARTMENT OF BUILDING PERMITS 34. THE DES/GN ENG/NEER SHALL PROV/DE A M/N/MUM OF ONE(1) BLUE TOP PER RECORDS, ARE INDICATED WITH THEIR APPROXIMATE-LOCATION AND EXTENT. THE 4080 LEMON STREET., 2NO FLOOR 18. THE SOILS ENGINEERING INVESTIGATION- GEOTECHN/CAL UPDATE REPORT, 82 LOTS FIN/SHED PAD, PR/OR TO ROUGH GRADE APPROVAL. OWNER, SY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS RIVERSIDE, CA. 92502 COMPRISING OF TRACTS 28274-6, 28214-7 AND 28214-8, ALBERH/LL RANCH 35. APPROXIMATE DATE OF- BEGINNING OFERAT/ON.• ✓ANUARY 29, 2017 HEREON, AGREES TO ASSUME L/ABILITY AND HOLD THE ENGINEERE HARMLESS (951) 955-4777 DEVELOPMENT DATED SEPTEMBER 9, 2016 PREPARED SY PETRA GEDSC/ENCES, /NC. COMPLETION- ✓ULY 2018 FOR ANY DAMAGES RESULTING FROM THE EX/STNECE OF UNDERGROUND UTILITIES SHALL BE CONSIDERED A PART OF THIS GRADING PLAN AND SHALL BE/N OR STRUCTURES NOT REPORTED OR /NO/CATED ON PUBLIC RECORDS, OR THOSE CABLE TUE' WARNER CABLE COMPLIANCE. CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCATIONS. THE 53017 CRESSIDA STREET 36. NO ROCK OR OTHER /RREDUC/BLE MATERIAL WITH A MAX/MUM DIMENSION GREATER CONTRACTOR /S REQU/RED TO TAKE DUE'PRECAUTIONARY MEASURES TO PROTECT LAKE ELSINORE, CA 92532 THAN THREE INCHES (3) WILL BE PLACED /N FILLS WITHIN ROADBED AREAS OR (888) 271-1546 19. A REG/STEREO CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBM/T THREE FEET(3) OF FINISH GRADES, UNLESS THE LOCATION, MATERIALS, AND THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER FOUND AT THE ST/E. /T CERTIF/CAT/ON OF BUILDING PAD ELEVAT/ON. WHERE SPECIFIC ELEVATIONS ARE DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENG/NEER. SHALL BE THE CONTRACTOR'S RESPONSLB/L/TY TO NOTIFY THE OWNERS OF ALL REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL SE GIVEN. IF 37 UT/LIT/ES OR STRUCTURES CONCERNED BEFORE STARTING WORK. EST/MATED EARTHWORK OUANT/T/ES AN ELEVA77ON WITH RESPECT TO ADJACENT GROUND SURFACE/S REQUIRED, THE 38. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. INSPECT/ON BEFORE APPROVAL. 3 THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR ON-SITE EARTHWORK QUANTITIES L/ABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL 20. ALL PROPERTY CORNERS SHALL SE CLEARLY DELINEATED /N THE FIELD PR/OR TO 39, GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY GRADING SUMMARY CUT(C.Y.) FILL (C.Y.) COMMENCEMENT OF ANY CONSTRUCT/ON/GRAD/NG. APPROVED SY THE BUILDING DEPARTMENT. THE PREPARER OF THESE PLANS. I RAW QUANTITIES 1 4,510 1 0 21. STABILITY CALCULATIONS WITH A SAFETY FACTOR OF AT LEAST 1.5 SHALL BE 40. THIS 517E HAS 08TA/NED A NATIONAL POLZU7101V PREVENTION EL/M/NAT/ON SYSTEM 4. QUANT/T/ES SHOWN HEREON ARE PROVIDED FOR BOND/NO PURPOSES ONLY. TOTAL AREA = 24.9 ACRES SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMEN7S (NPDES) PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER CONTRACTORS SHALL SE RESPONS/BLE FOR VERIFY/NG ALL QUANTITIES PRIOR TO FOR CUT AND FILL SLOPES OVER THIRTY FEET 30' IN VERTICAL HE/GHT, NOTE. THE ABOVE IT PURPOSES HAVE BEEN EST/MATED BY THE ( ) DISCHARGES B/DD/NG FOR CONSTRUCT/ON. ENG/NEER FOR PERMIT PURPOSES ONLY1 THE CONTRACTOR SHALL 22 A FINAL COMPACT/ON REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE NPDES WD/D )e8 33CJ68654. DATE PERM/T ISSUED: ✓AN. 14, 2014. DETERMINE HIS OWN OUANTIRES AND HE/S SOLELY RESPONS/BLE (1) FOOT. BENCH MARK.' FOR DETERMINING THE AMOUNT AND COST OF IMPORT/EXPORT o I r 41. DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS NO AND OTHER GRADING QUANT/T/ES FOR THIS PROJECT. a c p 23. /F STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL /S TO BE PLACED, IT MUST BU/LD/NGS OR WALLS SHALL BE PLACED WITHIN EASEMENT L/M/IS TEMPORARY BENCH MARK NO. C-95-33 ELEV. = 1356.45 MSL (1929 DATUM) I m BE CLEAREO, KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. IMPROVEMENTS ARE SUB✓ECT TO REMOVAL AT OWNERS EXPENSE. FROM THE INTERSECT/ON OF LAKESHORE-DRIVE AND DRYDEN STREET 40 FEET D SOUTHEASTERLY ALONG LAKESHORE'AND 40 FEET NORTHEASTERLY TO THE CHISELED SOURCE OF IMPORT MATERIAL FOR S/TE SHALL BE IDENTIFIED \ PREPARAT/ON SHALL BE APPROVED BY A REG/STEREO SOILS ENGINEER PR/OR TO PR/OR TO ISSUANCE OF GRADING PERMIT. p s PLACEMENT OF FILL MATERIAL. SLOPES GREATER THAN 5.•7 ARE REQU/RED TO BE LEGAL DESCRIPTION 'SOUARE'IN TOP OF CURB AT SCR. KEYED AND BENCHED. WOMP BMP TABLE NOTE: o 3 d Z TENTATIVE TRACT NO. 28214-6, -7 AND -8, BEING A DIVISION OF A PORT/ON OF REFER TO APPROVED ROUGH GRADING PLANS DELTA 1 FOR TRACT z tJ� C 24. THE SO/LS ENGINEER SHOULD INSPECT THE CONSTRUCT/ON/N THE FOLLOWING THE FOLLOWING- 28214-6, 7, 8 W.O. 2003-6-1. REFER TO APPROVED STREET s � QO 3 DMA CONSTRUCTED SHOWN BMP PERMANENT/ STAGES.' PARCEL 1 OF LOT L/NE ADJUSTMENT NO. 16-560 RECORDED MAY 12, 2016 AS BASIN PER PLAN ON SHEET TEMPORARY IMPROVEMENT PLANS DELTA 1 FOR TRACT 28214-6, 7, 8 W.O. o U A. UPON COMPLETION OF CLEARING AND DURING EXCAVAT/ON AND BEFORE APE 06-240. REFER TO APPROVED SEWER AND WATER PLAN FOR a z m INSTRUMENT NO 20 16-0 194 1 19 OF OFFICIAL RECORDS, LYING /N A PORT/ON OF THE SET NUMBER TRACT 28214-6, 7, 8 DATED 9 15 16 W.O. 2013-061. t� m BACKFILL OF ALLUVIAL, COLLUV/AL AND TERRACED AREAS AND ANY EAST HALF OF SECT/ON 27, TOWNSHIP 5 SOUTH, RANGE 5 WEST, SAN BERNARD/NO A ST. /MP. PLAN JA OF 11 FIRST FLUSH CB W/FLOCARD FILTER PERMANENT REFER TO APPROVED STORM DRAIN PLANS DELTA 1 FOR TRACT o SUBSTRUCTURES. BASE AND MERIDIAN, IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE B ST. /MP. PLAN JA OF 11 FIRST FLUSH CB w/F[OGARD FILTER PERMANENT 28214-6. REFER TO APPROVED ELDERBERRY RIDGE BOOSTER B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION, OF CALIFORNIA. STATION PLANS W.O. 2013-093 0 C ST. IMP. PLAN 64 OF 11 FIRST FLUSH CB W/FLOCARD F/L TER PERMANENT BENCHING AND FILLING OPERATIONS EXCEPTING THEREFROM RIGHTS TO WATER, INCLUDING SURFACE WATER AND NOTES: a C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER D ST. /MP. PLAN 6A OF Jf f1RST FzusH ce w FLOCARD F/[1FR PERMANENT GROUNDWATER RIGHTS AS CONVEYED TO ELSINORE VALLEY MUNICIPAL WATER D/STR/CT 1. WALLS AND FENCES SHALL BE CONSTRUCTED PER SEPARATE MATER/AL. SY GRANT DEED RECORDED OCTOSER 27, 2016 AS INSTRUMENT NO. 2016-0463787 E Sr. /MP PUN 6q OF 1> F1RST FLUSH CB w/FZOCARO HLTER PERMANENT PLANS AND PERMIT. o D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING OF OFFICIAL RECORDS. F PGP /2 OF 13 B/O-RETENT/ON BASIN TEMPORARY 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK J CONSTRUCT/ON. - IN CLOSE PROXIMITY WITH THE UTILITIES, STRUCTURES, DRAINAGE, Q2(h v J_7 27/17 WD/D. 8 33C368654 LANDSCAPING ErC. MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL N CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT QROFESS/pA CITY OF LAKE ELSINORE SHEEP 1 MAY BE ISSUED pro�1aa a E(i��F' AdMV END/AiI EY P65 4A,C5A loA 2%A -7-/ M, No.64803 iZ+l 1880 COMPION A-UE,ESUITEE100-COR�ORMAERA•2MI-33700.951-734-2130 TRACT NO. 28214-6,-7,-8 13 \� y- Exp.6/30/I a SCALE: BENCH MARK: PRECISE GRADING PLAN OF SHEETS 3_3_/7 lt•c/ � ��'�� * * N.T.S. BRAD FAGRELL, R.C.E(j No. 43920 DATE VICTOR A. ELIA DATE slq CIVI ��R' C-95-JJ LOTS 1-11, 1-34, 1-37 FILE No. _ CITY ENGINEER P.E. No, 64803 CFCAUFO 56,45 MR SEE SHEET N0.3I A019 DESC TITLE SHEET e CITY OF LAKE ELSINORE DATE: 10-15-16 f, d z J6 0' © J J __ ___-, r-r=- ., CONSTRUCTION NOTES AND QUANTITY EST/MATE o b , 121 INSTALL 4'SCHEDULE 40 P.V.C. ORA/N P/PE AT 05T M/N SLOPE, 13,350 L.F. TE� 0 0 v o IM o , 2O INSTALL 9'DRAIN AND GRATE, NOS 990 AND 932, OR APPROVED EQUAL. J28 EA. INSTALL 4'POP-UP DRAINAGE EMITTER, NOS 0I OR APPROVED EQUAL. 164 EA. n 1 rs r4 u r1 r 7 e ® INSTALL J'X 7'CONCRETE TRASH PAD. 82 EA. - r r - 1 � s , 5]C CONSTRUCT 1 4 CONCRETE SLUMP STO!?�� NE BLOCK WALL. 35 PLAN N0. 1 C.F.PLAN N 0. 2 PLAN NO. 3• �LA N0. 4 PLAN NO. 5 J , 1f-7 la -SPY 1 � 1 -1 Ya ' la 11 CONSTRUCT O 2T I .le „ 6 DEEPENED FOOTNC. 3 TYP/C,4L HOUSE PLANS �I '� �" Eq. , re l _ _ 1 °1B JO1 �1IJ4 'n 71 r0 ,14 / (2 CONSTRUCT B/0-RETENTION BASIN. 7 FA. N rs 17 T 2J714 LJ-�-LL/° 7 1e �7 D r TAINIPM�klbG� Ad4CT? 1��8 ��" N07F THE ABOVE OUANT/T/ES HAVE BEEN ESPA07FO SY 7NE ENGINEER FOR - 7 ° ° 4 J 1 r 'I 4 q PERMIT PURPOSES ONLY. THE CONTRACTOR SHALL DETERMINE HIS OWN OUANnnES s l _ _ _ _ - ° NOTES: o _ J m v I. WALLS AND FENCES SHALL BE CONSTRUCTED PER SEPARATE PLANS AND PERM/T. D \ 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK/N CLOSE PHASING MAP SE PROXIMITY WITH THE � sr,•_,� uT/LmES STRUCTURES, DRAINAGE, LANDSCAPING, ETC: Z Z LEGEND & SUMBOLS = EXIS77NG CONTOUR ELEVTON r W !�F n — — = BUILDING SETBACK LINE I / ELEV = ELEVATION T�J,zJ CT 2_62/4—') I FG = F/N/SV GRADE �L✓r FC = FLOWC/NE FS = F/N/SHED SURFACE I J HP - HIGH POINT F�F /NV - INVERT 1 / L MIN L_ = MINIMUM GB = GRADE SRE41( i IVAJ O TC = TOP OF CURB F' TF = TOP OF FOOTING \ - - TW = TOP OF WALL J - - - S - - - - - - - - - - —PL— = PROPERTY LINE' AlA P. --.F/W— = RIGHT OF WAY 1 -SUE- = PUBLIC UTL/IY EASEMENT 'B, 9 / ---- = UNDER SIDEWALK DRAIN 11 1 77' - f5 14 13 1 12 )0 8 / B 4 = SLOPE PER RGP D a 21 _ 20 f — = PROP. SLOPE PER THIS PLAN 2 _ --' , Z _ F =� YL/GHT LINE c 19 � � = FL OWL/NE m 25 27 8 m 22 3 _..-. 29 I 28 / 19 2f XXX.XX _ 3 21 _ TOP OF CURB ELEVATION - ?f 1 �.: --.: - / _ TUBULAR STEEL FENCE J✓ (V I p5 f Q' I - _ I 32 \ °x = RYLSFENCE PER N WN I 33 J � I � � � SEPARATE PLAN 7 ?8, I LOW WALL WITH GLASS PANEL I 37 i PER SEPARATE PLAN �VI 30 _ _ __ 1 70 9 J4 = FRONT YARD CMU BLOCK 28 27 - 8 \ WALL PER SEPARATE PLAN EXISTING WALL AND FENCE V - /DGE - 0 - CONCRETE MOW CURB TA MAR/ND R = PRaIECT GRADING LIMITS TRACT BOUNDARY �'. f 5 '� 2 .._'� l I QQ•� I SHEET C/M/7S 8 V 7 I ,. 14 ,I _9 8 - I _ / 12 f 1 f0 EX. 2.•1 SLOPE(UNLESS NOTED 8 i\G OTHERWISE) E BUILDING SETBACK LINE DEEPENED FOOTNG PENDING GEOIECHN/CAL REVIEW N Tf-MCT 2921 —S o I J n I l�l IiJ✓/r AC JX3'A.0 PAD a - JS �NF 0 x / 1\ REFER TO APPROVED ROUGH GRADING PLANS DELTA 1 FOR TRACT 28214-6, 7, 8 W.O. 2003-6-1. REFER TO APPROVED STREET o m INDEX MAP LEGEND: IMPROVEMENT PLANS DELTA 1 FOR TRACT 28214-6, 7, 8 W.O. o D 06-240. REFER TO APPROVED SEWER AND WATER PLAN FOR TRACT 28214-6 7 8 DATED 9/15/16 W.O. 2013-061. REFER TO APPROVED STORM DRAIN PLANS DELTA 1 FOR TRACT ,j SHEET NUMBER I 28214-6. REFER TO APPROVED EL DERBERRY RIDGE BOOSTER O I I STATION PLANS W.O. 2013-093 i 100' 0 100' 200' 300" O O NOTES: TRACT BOUNDARY a SCALE/N FEET ✓14//1Jd FJr-J`1K 1. WALLS AND FENCES SHALL BE CONSTRUCTED PER SEPARATE P z LANS AND PERMIT. INDEX MAP /y�J.F o n I I 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK ^�ab 27/17 IN CLOSE PROXIMITY WITH THE UTILITIES, STRUCTURES, DRAINAGE, 4 LANDSCAPING ETC. MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT QpOFE55/T MAY BE ISSUED CITY OF LAKE ELSNORE SHEET 2 a9 y�OR A EA/Q/NEERS ny CIVIL ENGINEERS P 01U. •SURVEYORS TOACT NO. /821/_6,_ ,_p �� y w No.84803 18W CONMN AVENUE,ENGINE 108•CORONq CA,938WUOR0�951-J}1-2130 r/Tf'ILi /Y LCJL 1'Y /, CJ Exp.00/17 z SCALE: BENCH MARK: PRECISE GRADING PLAN OF SHEETS BRAD FAGRELL R. . AS SHOWN C No. 43 920 DATE VICTOR A. ELI A P DATE 0? IVI W 195845 958J INDEX SHEET, LEGEND, c@' FILE No. CITY ENGINEER P.E. No. 64803 •4lt.OFG�1FOrad SEE SHEET MsL TYP/CAL SECTIONS CITY OF LAKE ELSINORE DATE: 10-25-16 '1-b Plig. WI.E.. pritilvt Fort No. D.—I Cola aly, lbs.! Clair Sp—f—t—, tj SOUTH NORTH -V rG A R RIW 77�,Tcv fZ 1W HP FL NIA INV. 54' 2 2 22. 2.OX MIN 27' 7' 20, 20' J,Pu&ll 5' J,PUBLIC 1177LIrly,IL T SIDE' SIDE uAL177 Esmr NO. WALK WALK AREA WALL OPENING E, GRATE -0.02 -94 AT SWAGE FF= EL E V rG Nor ro sc&r 5z 0 INV. 0.02 M/A 4 GF= CLEV 4 re WALL OPENING 114 Wl.Eo. P,.,.d *000, 1 1 To unu k AT SWALE Darr bon Color a I Ibi,., Go. Sp-hr.tio., 0 2.OX EXIST. III No. ty. — GRAD, > 5' rG rG INV. ::§�i j INV. LANDSCAPE 6" C&G 6 C&G LANDSCAPE PARKWAY PARKWAY DO CURB FACE--, ELDERBERRY RIDGE, TAMARIND RIDGE GINA L�-NNf_ LANE, AND HUDSON LANEm i2IR11111 011 OW NOTES.' AREA 0_8AZ&_ SWAGES TO BE GRADED AT 2X MIN 4"DIAMETER DRAINAGE PIPE 70 CONVEY AND 4X MAX. DRAINAGE TO THE POP-UP EMITTER (05X Ivor TO Sn'llE AfIN P/pr SLOPE) SOUTH NORTY HIGHPOINT SHALL SE ZOC47fD IN BACKYARD 10'FROM HOUSE. HIGHPOINT ® SLOPE AWAY FROM THE BUILDING FACE/S RIW 50' Rlw FLfll. SHALL OF 0.50'BELOW PAD fZE4. TO SE 5%MIN FOR THE FIRST 10 FEET M11V 3" & 4" POP-UP DRAINAGE EMITTER OR 7.17'gf-LOW FINISH FLOOR f7fv. AND 2X THEREAFTER UNTIL THE SHALE IS UNLESS OTHERWISE NOTED REACHED. III We.Fri. P,.&,t 25' 25' Pan No. D—psm, C.k, aly. 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THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK 4J06 IN CLOSE PROXIMITY WITH THE UTILITIES, STRUCTURES, DRAINAGE, LANDSCAPING. ETC. MARK APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL CITY OF LAKE ELSINORF SHEET T �2 REVISIONS CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT 00 S/ I GRADING OR&,, I , rN40=071,;z=-Rs MAY BE ISSUED 1 Bao Coii� CIVIL ENGINEERS-PLANNERS-SURVEYORS TRACT13 AVENUE,SURE1W.J_ W. o'lI 951-734-21M TRACT NO. 28214-6,-7, No.6 03 DING PLAN OF UP.6 17 2 SCALE: BENCH MARK: PRECISE- SHEETS 3-3-17 YZA,_ 121 [-7 AS SHOWN C-95-.0 DETAIL SHEET_fT FILE No. BRAD FAGRELL, R.C. No. 43920 DATE VICTOR A. ELIA DATE civi 6LEVARION- IJ5645 U5Z P.E. No. 64803 OFCP0 SEE'5NffT NO I FOR DE CITY ENGINEER DATE 10-25-76 1-1-040 I CITY OF LAKE ELSINORE �um CONSTRUCT/ON NOTES. 56.77' ti61p 1 90� '6'/9, 18.79 Q INSTALL 4"SCHEDULE 40 P.V.C. 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DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL gOFESSJ CITY OF LAKE ELSINORE SHEET 4 CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT Q - e `� ZGR A °'�+i ENGINEERS % MAY BE ISSUED ��,SG �)'� �'� CIVIL ENGINEERS•-NERS SURVEYORS TRACT NO. 28214-6 77 T y 1890 COMPTON AVENUE,SURE 100.CORONA CA.92S81-J3)0*951-)J4-31]0 /+ /6�7,-8 X Exp.6,30/17 z SCALE: BENCH MARK: PRECISE GRADING PLAN OF SHEETS BRAD FAGRELL, R.C.E. o. 43920 DATE VICTOR A. ILIA DATE `J' VIA �a��' C-95-33 28214-7 FILE No. NORE 4'FOF CAU�� ELEYATJON 1356.45 MSL [� CITY ENGINEER P.E. No. 64803 DATE: 10-25-16 SEE SHEET NO 1 FOR DESC LOTS 1-6, 30-34 1�_ 04 t CITY OF LAKE ELSI I I III CONSTRUCT/ON NOTES-9• 18.79 01 INSTALL 4"SCHEDULE 40 PV.0 DRAIN PIPE-AT 0.58'MIN SLOPE. /9i \ __y 75 1g' FG g FG 1 \FG tp� O1, (2 INSTALL 9"DRAIN AND GRATE, NOS 990 AND 932, OR APPROVED EQUAL. 5 FG all 3 FG 'fl?s /NSrALL 4"POP-UP DRAINAGE EMITTER, NOS,&27 OR APPROVED EQUAL. 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DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL Ss/p, N CONDITIONS SS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT Q�e�UtEAMAY F1F, ��ENO/NEERS OWN OF LAKE ELS N�RE SHEET ¢,Q i VAE ED 04 17 REVISED LOTS 2, AND 30, TRACT 29214-7 h +` CIVIL ENGINEERS.PLANNERS.SURVEYORS w No.64805 ieea coNRroN AvENUE,WITE 10.CORORA,CA.R2em-337.esi-734-21K TRACT NO. 28214-6,-7,-8 13 Exp.6/3037 2 SCALE: BENCH MARK: PRECISE GRADING PLAN OF SHEETS 6 7-17 V 7l`rrt_ F C.� 5.13 1-7 1"=20' BRAD FAGRELL, R.C.EdNo. 43920 DATE VICTOR A. ELIA DATE sf IVI C-95-J3 28214-7 FILE No, CITY ENGINEER P.E. No. 64803 4 OFCAki ELEVAAON.• 135645 MSL CITY OF LAKE ELSINORE DATE: 10-25-16 SEE SHEET NO 1 FOR OESC LOTS 1-6, 30-34 m D � . Z CONSTRUCTION NOTES. EASEMENT"A" Q7 INSTALL 4"SCHEDULE 40 P.V C. DRAIN PIPE AT 0.5$MIN SLOPE >9.09' 1l 92 QZ INSTALL 9"DRAIN AND GRATE, NDS 990 AND 937, OR APPROVED EQUAL. 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DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT QROFESS/ &VA CITY OF LAKE ELSNORE SHEET 5A VAE 04 17 REVISED LOTS 7, 11, 27, AND 29, TRACT 28214-7 MAY BE ISSUED ��F�Gta AF/ �� ENC3/NEERSei h CIVIL ENGINEERS•PL4NNER5•SURVEI'Oft5 '�A/�T R / C ' R 7 _ {! y�j No.64803 ? 15�COMPfON AVENUE,SURE 100•CORONA.CA.92MI-3370.951-734-21M //T/�{// NO. 2V217-6-7,�V ✓ Exp.6/30/17 a SCALE: BENCH MARK: PRECISE GRADING PLAN OF SHEETS 6-7-17 V.E&Anm U.- 1=20' p 7 tEl BRAD FAGRELL, R.C. . Na. 43920 DATE VICTOR A. ELIA S D 17 *�q OFfv�CAUfC��\* ELEYA7)OC 95-JJ5 MSC 2821 -/ [FILE No. m CITY ENGINEER P.E. 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REFER TO APPROVED SEWER AND WATER PLAN FOR a B�• TRACT 28214-6, 7, 8 DATED 9/15/16 W.O. 2013-061. REFER TO APPROVED STORM DRAIN PLANS DELTA 1 FOR TRACT N 28214-6. REFER TO APPROVED ELDERBERRY RIDGE BOOSTER / STATION PLANS W.O. 2013-093 I , NOTES: 1. WALLS AND FENCES SHALL BE CONSTRUCTED PER SEPARATE I ; PLANS AND PERMIT. a /^,'' 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK J 'N�b (�V Z 7 Z 7 1-7 LANDSCAPING, CLOSE PROXIMITY WITH THE UTILITIES, STRUCTURES, DRAINAGE, i LANDSCAPING ETC. THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT QµOFESS/ CITY OF LAKE ELSINORE SHEET $ MARK REVISIONS APPR. DATE p�0�SG6 AFL, AENG/NEEHS r MAY BE ISSUED CIVIL ENGINEERS•PLANNERS•SURVEYORS TRACT NO. 28214-6-7,-8 1,j _fI, -{ 1 -1- ^F •- H m 18N0 COM-AVENUE,SURE 100•CORONA,CA.9-1-3370•951-734-2130 ) 'A VV �/- Exp.6/30/7 2 SCALE: BENCH MARK: PRECISE GRADING PLAN OF SHEETS BRAD FAGRELL, R.C.E. o. 43920 DATE VICTORELIAF - -DATE? *`> CIVIC ��* 1-20 C-95-33 7� 2U2.114-/ FILE No. CITY ENGINEER P.E. No. 64803 OF CN.1f0 SEE SHEET 1149 1 fORMDESC. LCJ�7 7/2i 24-29 hh DATE: 10-25-16 CITY OF LAKE ELSINORE I CONSTRUCT/ON NOTES- (7 INSTALL 4"SCHEDULE 40 PVC. DRAIN PIPE AT O.5x mIN SLOPE. 2Q INSTALL 9"DRAIN AND CRATE• NDS 990 AND 932• OR APPROVED EQUAL. 07 4 Q INSTALL 4"POP-UP DRAINAGE EMITTER• NOS�421 OR APPROVED EQUAL. 0 FG 0�ry EASrXE SOI� ��ING ® INSTALL J'x 7'CONCRETE TRASH PAD. s� WALL PER 7.99 a,. 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F6 CIA HP ' UN?DR 20' o� PAOa f6975o HP Iv mar .90.60 /N ... i!N 5/ 32 3 O NP IAN 16o a 4 cF a 1698 90 p.8' ❑ 89.6 g z\aoa FG rB {F�QG7 2t r a/697 1.7 \ n 19 1708'p7 26.2' 7 7 97.00 ?�• 25' N ,� > 60 8.7 HP 9. l Q .O% D afl 9710 rC •YJey HP 33.00 w as G ® 97 /N 96.95 rG HP g0.50 TG FG 1 Z 0 t N 96. vO', 96.0 / y, Z o P �Iti 9�• o p8• IN 125g NOTE: 0% 1% >2' HP ��' �' REFER TO APPROVED ROUGH GRADING PUNS DELTA 1 FOR TRACT 'q co Z' 2' 4.1 �06 ' 28214-6, 7, 8 W.O. 2003-6-1. REFER TO APPROVED STREET o - m 6 36' IMPROVEMENT PUNS DELTA 1 FOR TRACT 28214-6, 7, 8 W.O. m FG y ` 06-240. REFER TO APPROVED SEWER AND WATER PUN FOR 18.0 ` TRACT 28214-6, 7, 8 DATED 9/15/16 W.O. 2013-061. a '6p IGV _�Q„ as „ REFER TO APPROVED STORM DffffAIN PUNS DELTA 1 FOR TRACT N V3'� 28214-6. REFER TO APPROVED ELDERBERRY RIDGE BOOSTER ` p 0o �G ?6•A 5y,48 2��ra STATION PUNS W.O. 2013-093 52•� 9k ' .�' FG , ' 9a NOTES: a 22• Zg. 1. WALLS AND FENCES SHALL BE CONSTRUCTED PER SEPARATE PUNS AND PERMIT. o B? FG 2. 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'33 00 a1 Ile 1 08 p0 IN O NP - z10 9s• 5g' o Sic 0' V a2 7 2q 'ZZ• NOTE: REFER TO APPROVED ROUGH GRADING PLANS DELTA 1 FOR TRACT 21�° HP a,1� ' '0$ 28214-6, 7, 8 W.O. 2003-6-1. REFER TO APPROVED STREET o Np-.. > 7 1' 6 r 36. IMPROVEMENT PLANS DELTA 1 FOR TRACT 28214-6, 7, 8 W.O. 06-240. REFER TO APPROVED SEWER AND WATER PLAN FOR FG 2 0 \ TRACT 28214-6, 7, 8 DATED 9 15/16 W.O. 2013-061_ 2 i'0% N s r 8 9, 60 IG _„p afl REFER TO APPROVED STORM DRAIN PLANS DELTA 1 FOR TRACT `O L0" \ 28214-6. REFER TO APPROVED ELDERBERRY RIDGE BOOSTER 0 0 Z4o �G 5�A8, 1�.1a STATION PLANS W.O. 2013-093 a -\� 52•� ZZ 9a ' . FG 2g�a' \ NOTES: i 1. WALLS AND FENCES SHALL BE CONSTRUCTED PER SEPARATE G PLANS AND PERMIT. a PG '83, 2.THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK J ' p IN CLOSE PROXIMITY WITH THE UTILITIES, STRUCTURES, DRAINAGE, •' 2 1.11-1-914.e I?V�•>'D•/7 LANDSCAPING ETC. MARK ENG. DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL n CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT �oQgOFESS/0, CITY OF LAKE ELSINORE SHEET 6A MAY BE ISSUED ? Gt�A F ENG/NEERS 1 VAE 04 17 REVSED LOTS 15, AND 17, TRACT 26214-7 y �4 f 7`` - -• CIVIL ENGINEERS•ORO A,U•-T-3OFS TRACT NQ �'821!/-`-7-L' 13 •a No, 64805 leeo eanaroN nveAL swremo•coe NN 1 sz EXORo.ssi-�a�-zuo {/ (J� (J ' 6 !7 �rr ExP.6AO117 � SCALE: BENCH MARK: PRECISE GRADING PLAN OF SHEETS BRAD FAGRELL, R.0 No. 43920 DATE VICTOR A. ELIA E�� 5 DATE 17 * * 1-20 G ,I 7 J'j. 1V1V w' C-95-33 2p217-/ FILE No. CITY ENGINEER P.E. No. 64803 + OFCPLcfORa S �HTEET/J 356.FOR45 MDESC. LOTS 13-23 - CITY OF LAKE ELSINORE DATE: 10-25-16 1'1' 43 ? - C1 CONSTRUCT/ON NOTES- (2) INSTALL 4"SCHEDULE 40 F.VC. DRAIN PIPE-AT 0.5%M/N SLOPE. 0 INSTALL 9"DRAIN AND GRATE, NOS 990 AND 932, OR APPROVED EQUAL. 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DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT OQgOFESS/qy4 CITY OF LAKE ELSNORE SHEET 8,Q MAY BE ISSUED �`�p�+Vd�AfJ�•f(F, wvpzNO/NEE�9S -717 VAE 04 17 REV15ED LOT 13, TRACT 28214-8 NO. 1880 C C5 Cm�ENGINE :ERS PUNNENS.SURVe ORS / w OMPION AVENUE,SURE t0000RONF.Ca,9R981-JS10�BSI-13�-PIJO TRACT NO. 28214-6,-7,-8 13 z E.P.00/17 a SCALE: BENCH MARK: PREC/SE GRADING PLAN OF SHEETS S'A3.17 * * 1=20• BRAD FAGRELL, R.C.E o. 43920 DATE VICTOR A. ELIA DATE `�4 I I R•��P C-95-33 28214-Cg FILE No. m �OF CAllFO ELEYAT/ON.• 1356.45 MSC CITY ENGINEER P.E. No. 64803 5EE SHEET NO.. 1 FOR DESC LOTS 10-17,, 26-29 0+5 CITY OF LAKE ELSINORE DATE: 10-25-16 s# eT C� u CONSTRUCT/ON NOTES.• QJ INSTALL 4'SCHEDULE 40 P.V.C. DRAIN PIPE AT 0.5,T MIN SLOPE. (2) INSTALL 9'DRAIN AND GRATE, NDS 990 AND 932, OR APPROVED EQUAL. INSTALL 4-POP-UP DRAINAGE EMITTER, NDS 4421 OR APPROVED EQUAL. 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REFER TO APPROVED STREET 27pS IMPROVEMENT PLANS DELTA 1 FOR TRACT 28214-6, 7, 8 W.O. ^�z m 06-240. REFER TO APPROVED SEWER AND WATER PLAN FOR c5 m TRACT 28214-6, 7, 8 DATED 9 15/16 W.O. 2013-061. a 39•g0 - REFER TO APPROVED STORM DRAIN PLANS DELTA 1 FOR TRACT 28214-6. REFER TO APPROVED ELDERBERRY RIDGE BOOSTER _ STATION PLANS W.O. 2013-093 0 NOTES: 1. WALLS AND FENCES SHALL BE CONSTRUCTED PER SEPARATE PLANS AND PERMIT. o nn '' 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK i COt JV Z.,�,27 (7 IllDSCAPINlN CLOSE WITH THE UTILITIES, STRUCTURES, DRAINAGE, T. MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT pQ(tOFESS/p�,. CITY OF LAKE ELSINORE SHEET 8 F MAY BE ISSUED s`��ctOR a Fti ENGi/NEEflS i CML ENGINEERS.PWNNERS SURVEYORS 13 w NO 64803 1M COMMN OENUE.SUITE 1001CORONA,CA.9MI-3370.951-734-2130 TRACT NO. 28214-6,-7,-8 - p END•6/30/17 a SCALE: BENCH MARK: PREC/SE GRAD/NG PLAN OF SHEETS �Lnaln 3_3_�7 Ya.7t.�. fR�. 2�t-17 1'=20' BRAD FAGRELL, R.C.E. N 43920 DATE VICTOR A. ELIA DATE slgT IVI �a\e' C-95-33 28214-8 FILE No. CITY ENGINEER P.E. No. 64803 fOFGl1F0 SEE'C I TY OF LAKE ELSINORE DATE 10-25-J6 SHEET AID I FOR a SC LOTS 10-17,, 26-28 : nu CONSTRUCT/ON NOTES- Ol INSTALL 4-SCHEDULE 40 P.VC DRAIN PIPE AT 0.5%MIN SLOPE Q2 INSTALL 9'DRAIN AND GRATE, NDS 990 AND 932, OR APPROVED EOUAL. Q INSTALL 4-POP-UP DRAINAGE EM/77FR, NDS 30`421 OR APPROVED EQUAL. ® INSTALL 3'X 7'CONCRETE TRASH PAD. 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HP HP 68.5 ------------' 8..80/N 23% 1 85.20 rG 78.90 TG ° O - 2,py, .0 84.30/N 25 7790/NV e 7280/NV _ `-----o------ $ 20% 0 1 O O 85 00 TG .} 68.20 TG 8 5 z 9.80 TG '9 ^ -84.00_IN_ `} 739 209 2.0% 7.9 67.20/NV Hp N m (7 2 8880/NV p}� FG �P hP HP 68..40 TO o z oj�C _N�gQ.27'_ - HP4 27% 'e 20% ry 02 73.60 TG q� �^. 67.40/NV NOTE: 8.4 FG 7..60/NV v REFER TO APPROVED ROUGH GRADING PLANS DELTA 1 FOR TRACT 9.95' - l` `h" HP- - _ _ '` 5� 28214-6, 7, 8 W.O. 2003-6-1. REFER TO APPROVED STREET r3 W . 55.24'_ - s 8.6 _ FG 21' N` O}2 IMPROVEMENT PLANS DELTA 1 FOR TRACT 28214-6, 7, 8 W.O. _T D _ - �r• _ _ 45• .a Nlg 06-240. REFER TO APPROVED SEWER AND WATER PLAN FOR - - - 57.40' ` ' 15.j4, N13�-` 69.5 TRACT 28214-6, 7, 8 DATED 9/15/16 W.O. 2013-061. REFER TO APPROVED STORM DRAIN PLANS DELTA 1 FOR TRACT 55•99 ' 28214-6. REFER TO APPROVED ELDERBERRY RIDGE BOOSTER STATION PLANS W.O. 2013-093 0 NOTES: 1. WALLS AND FENCES SHALL BE CONSTRUCTED PER SEPARATE Fn PLANS AND PERMIT. o 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK i 6V' 2�z7��7 IN CLOSE PROXIMITY WITH THE UTILITIES, STRUCTURES, DRAINAGE, a /V LANDSCAPING, ETC. i MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL N CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT OQROFESS/O., CITY OF LAKE ELSINORE SHEET AIROZOW-EeRS MAY BE ISSUED e" c�°R A Ft �� i �-• - L� WL ENGINEERS•P NNERS•SURVEYORS , t w No.64803 z � 0 CO-N AVENUE,SUI E t00�CORON,0.92881-3370-951-734-2130 TRACT NO. 28214-6,-7,-8 1 j Exp.6/SO/17 A SCALE: BENCH MARK: PRECISE GRADING PLAN OF SHEETS 3-3-17 Y�� EL.- �L �L i r? * 1=20 BRAD FAGRELL, R.C.ECWo. 43920 DATE VICTOR A. ELIA DATE o,>, CIVIC A�a�e' C-95-33 28214-CJ FILE No. CITY ENGINEER P.E. No. 64803 EOFCAU� SEF SHEET IVO If)RMSL DESC LOTS 5-9, 29-32 CITY OF LAKE ELSINORE DATE: 10-25->6 �✓O H� 3 CONSTRUCT/ON NOTES.• O7 INSTALL 4-SCHEDULE 40 PVC DRAIN PIPE AT 0.5x MIN SLOPE. 2Q /NSTALL 9"DRAIN AND CRATE, NOS 990 AND 932, OR APPROVED EOL/AL. 0 INSTALL 4"POP-UP ORA/NACE EM/TIER, NOS p21 OR APPROVED EQUAL. ® INSTALL X X 7'CONCRETE TRASH PAD. -55.58: - _ _ _��s - 1 _ .s 2521- 31.11, 62. 56.32:�- pg.17' ? 56.32'_ _ L 1`s - - i 15' 25.14' ��. 56.- 14.70 c 77.5,9' 27. 31.18' - •`'• - 38.3B' _ - 1 41.62' 1 T I Q, O N� W $ m N � FG y�1I2 J1•U/ 472 a Z 1 4 2 .00 TG NI•� FG O2 FC O2 FC v O= HP yp 00/NV 1•� Nrg �n N1� h N L 2_x 2.Ox ' y 1 Y.50 C 84.20 TG 'yp2:Ox 2.Ox / FC 52.20 TGV 2 b FG b B. � r W 63.20/NV'2 '22.00 TG 45.80 TG z m 54.20 2 58.10 TG 7• 2 51. /NV 44.BO/N /'Zz HP A NLij 6330/NV 2 64 10 TC N�•i O 1 57.1 /NV 2.Ox 2.Ox HP 22x 2.Ox HP '$ 2.,-r 1 "3 63.05/NV 767' ^i 6 w HP'y 2 1.B5 TG .. .... _., ' ❑� "�i b h 99.70/NV ' D N P ,d7 PLAN 2C 4e HP 7 1 HP s B20 TC oQ' M PAD=166500 ,yp y n O J4 PLAN 50 P h 5/NV n N FF -1665.67 w N w 27.2' PAD=1659.57 0 3 J!5 PCAN 3E 6 Ni L4N 40R O 8. „� , GF=166500 4' =PAO=l6f6.70 N' 37 HP 24.4' 4 pe 4 FF-1858..90 N 25' PAD=l65290 1 B LAN 59 4.40 TC 1 O OF=>658.90 4 Q�l FF=J6i7.37 HP PA°= R 6' �C FF=765J.57 18.4• v v �° ,64p J .� /NV 22 64.50 TC 7..57' 62.80/NV o- 5830 TC O ' O 5.90 TC •� N cF_764p 57° 6, 2 , N 4' S6.95/NV N�3 p N. 52.30 TG 2 '•� N ' ", 4.5 /NV 5O 2HP O O G :64.6 � HP ' O=�h N HP �2 yp N B. h N / OO 8.B4' oh h QN � °j.� N � e HP 1 "'�^ h pN FL tit ?..iq 0 3 b F 7.32 4. o•q�,.�2 '\3 -N FL b� -•`mob / 1N- g� N 1 1140- - h� - - ---- - --71. 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O NV Z 1) a7o N 0 c NOTE: �'- FG - REFER TO APPROVED ROUGH GRADING PLANS DELTA 1 FOR TRACT 5;gg (2. `� _ 65529' 20' 0 20' 40' 60' 28214-6, 7, 8 W.O. 2003-6-1. REFER TO APPROVED STREET - W CO IMPROVEMENT PLANS DELTA 1 FOR TRACT 28214-6, 7, 8 W.O. D 06-240. REFER TO APPROVED SEWER AND WATER PLAN FOR SCALE/N FEET TRACT 28214-6, 7, 8 DATED 9 15/16 W.O. 2013-061. S E E S H E E T N O 12 REFER TO APPROVED STORM D AIN PLANS DELTA 1 FOR TRACT 28214-6. REFER TO APPROVED ELDERBERRY RIDGE BOOSTER STATION PLANS W.O. 2013-093 NOTES: 1. WALLS AND FENCES SHALL BE CONSTRUCTED PER SEPARATE PLANS AND PERMIT. pp 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK 2�z7 �� IN CLOSE PROXIMITY WITH THE UTILITIES, STRUCTURES, DRAINAGE, LANDSCAPING ETC. - MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL MAYDBEIOISS OF D DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT �o,cO�FEA�ip! CITY OF LAKE EL_SINORE SHEET 10 ffffori NEEi9S Wy No.84803 CWII ENGINEERS.PLANNERS•SURVEYORS TRACT NO. 28214-6,-7,-8 m 1880 COMPTON AVENUE.9UIt 100•CMK CA.92881-337-11-734-2130 1 Z c• D 8/30/17 z SCALE: BENCH MARK: PRECISE GRADING PLAN OF SHEETETs BRAD FAGRELL, R.C.E. 0. 43920 DATE VICTOR A. ELIA DATE s! IVI ��' C-95-33 28214-8 FILE No. CITY ENGINEER P.E. No. 64803 4TFOFCAL\FOAa ELE7/AT/ON 135645 MSL 7[� ,I CITY OF LAKE ELSINORE DATE: 10-25-16 SEE SHEET NO 1 FOR DESC LC/J 1-4, _TJ-J7 CONSTRUCT/ON NOTES.• OJ INSTALL 4-SCHEDULE 40 P.V C. DRA/N P/PE AT 0.5%M/N SLOPE. (2) INSTALL 9-DRA/N AND GRATE" NDS 990 AND 932, OR APPROVED EQUAL. O INSTALL 4-POP-UP DRAINAGE EMITTER" NOS 1421 OR APPROVED EOUAL. �+ INSTALL 3'X T CONCRETE TRASH PAD. y6 6'S ss�. o � qk QG 6 Op ti� 6y yp QoS 11,0 �6 jrAflo oe / D JK lb 3s � � 40� 3F5 3 r6F�`2 / ao e 30 TG O 20l „\ 35.5 �y 9y srG� ,� "h 1 0 , S 3 6?oh Cp0 Zo 0 1 4 tip J B4 � '`2 �� • 20° ? f so I - 1 0°1 h 2 ► % r o F �112 Q,`4 agI /s cb OOpO oaf. 1/'�0> 4 e Vj 10.1 56' as• "1 h ^�� o � � 1 �, / �P 3s1 � Q , . �* / ^ p Q a\ o � e� �I I � _ D G7 C co �•� cod a ^ 3 �� / a /3 B O% O '� y SB ?7% b 1 �e - S]97. r', h 352o rc 2 h a ti �r p a h 0 - 27 0 3' Eiji �ti1 � '^b.• 209, 15'Eil 333.40/C f'UE - / ': y ya. o p0 Q �, O p d\ ti> ••p Qi.3 .O% ?BS[ - J (7�i En J p�. �, 0 �^ ry I y 1 4 a � \ 0 0' 17 00 0 k .:° `� o p 1B' o isso h y0 a h 0 BSL T 1111 /Nv h y'� y N FS x, 20' G 20' 40" 60' �',' �� Nyi`ai OO ,4�� .79, I . I -. y 3• 'yh'a' h p �� " rr I `�' h R h o 3415/NV I-_34B a a I PUE Q •�° /`S* `V ryl SCALE/N FEET 20' � $ 1 I �'V I BSL ° y• 'ool by 0� 3 y6O TG 'S: -k) /NV I k I L 142.09' Ig - ---_--------239.85' LOT- �p��p��p� ----------TOT '----- I 3B 64'35.117 s tV - �L__ ti W I p O rySz� ' 1634. 4 ^ 1631.79 112111 1618.86 I _ m 1 ,`oi 3 B80 TC .,I I I ti I TC ry O TC >629.83 TC TC E D ry ,/ S Tc TC 12 S / 1618.2E h 1 I 4.00z v 30,s 32oX 1 j� -�- G/NA LYNNE LANE 1634.97 ^ p 62b>B 1624.26 1618.75 I n T 171 �631.79 "' TC r TC62J5 w NOTE: � r, mI REFER TO APPROVED ROUGH GRADING PLANS DELTA 1 FOR TRACT28214-6. 7, 8 W.O. 2003-6-1. REFER TO APPROVED STREET 13753' jV - _ _ _ _ _ _ _ _ _ _ ., _ _ _ _ _ _ _ _ _ _ IMPROVEMENT PLANS DELTA 1 FOR TRACT 28214-6, 7, 8 W.O.- - - - `^ ^�~ T,7P'8r' 3.d0'- - i 06-240. REFER TO APPROVED SEWER AND WATER PLAN FOR - - - - - - - - - - - - - - ----- - - - - - - - 7 �"- o n ' TRACT 28214-6, 7, 8 DATED 9//15/16 W.O. 2013-061. REFER TO APPROVED STORM DRAIN PLANS DELTA 1 FOR TRACT SEE SHEET NO 10 SEE SHEET /V O '2 2 . REFER TO APPROVED ELDERBERRY RIDGE BOOSTER STATIONTATION PLANS W.O. 2013-093 0 NOTES: 1. WALLS AND FENCES SHALL BE CONSTRUCTED PER SEPARATE PLANS AND PERMIT. o 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK J N)b n J �/�7/ (7 IN CLOSE PROXIMITY WITH THE UTILITIES, STRUCTURES, DRAINAGE, z V LANDSCAPING ETC. - i MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL CITY OF LAKE ELSINORE SHEET r CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT �OQ(IOFESS/p 11 e_ 1•''., _ MAY BE ISSUED yQ ,\otenAE/+/`��, ffff/voN CIVIL ENGINEERS ENGINFERS w Z 1880 COMPTON AVENUE, GIN 100.CORONA.CA 9288,E}3)0.951->34-21}0�NERS.SURVEYORS TRACT NO. 28214-6,—7,—8 1,3 z Exp.61W7 a SCALE: BENCH MARK: PRECISE GRADING PLAN OF SHEETS16 �Q 1�147r eX� 3 3 17 rt cu c i a� 1 2�-IT 1-20' G BRAD FAGRELL, R.C.E. o. 43920 DATE VICTOR A. ELIA DATE `17gT CIV1� 0.��P C-95-33 2U214-6 FILE No. CrSL NGINEER P.E. No. 64803 fOF CPll� SEE SHEET NO3I FOR5645 MDESC LOTS 1-11 CITY OF LAKE ELSINORE DATE: 10-25-76 r {r In1 T nu CONSTRUCT/ON NOTES.• Oj CONSTRUCT TEMPORARY B/O-RETEN7701v B4S/N PER DETAILS HEREON G/NA L YNN LANE SEE SHEET N O . 11 1618, rc ITC __------- ✓ECETA7/NEERREMEN75 8 -_-- ✓ECETA7/VE COl£R/S IMPORTANT TO MINIMIZE ERGS/ON AMP ENSURE 7N47 TREATMENT OCCURS n � 6 OZ /N THE B/ORFTENT/ON FACILITY. THE AREA SHOULD BE DES/CNED FOR AT CE457 70 PERCENT D_ \ I , MATURE COVERAGE THROUGHOUT THE 8/ORE7EN710N FACILITY. TO PREVENT THE BMP FROM i GS \ BE/NC USED AS WALKWAYS, B/ORETENT/ON FACIL117ES SHALL BE PLANTED WITH A COMB/N4TTN i N Z \ 617 OF SMALL TREES DENSELY PLANTED SHRUBS AND NATURAL GRASSES GRASSES SHALL BE `, \1 -- FS�� A490VE OR ORNAMENTAL;PREFERABLY ONES THAT DO NOT NEED TO BE MOWED. 7HE L. LE✓Ezs FOR THE VEEDLTAAPRICATON OF ZON AND PROM07E B/ODECRALATL;N/N/ITT/S I PORTANT49 A/THAT g Z O VECETADON NOT BE COMPLETELY SUBMERGED FOR ANY EXTENDED PER/00 OF TIME C /(F1561800) THEREFORE,A MA.Y/MUM OF 6 INCHES OF PoNDED WA7E77 SHALL BE USED/N THE DE5/CN li7 n 3 / \ ENSURE THAT PLANTS W/7H/N THE B/ORE7EN7ON FAC/U7Y REAN/N HEALTHY s 3 W TRACT 28274-15 "z /FUTURE PHASE) �\ \ l \ p• 2' MASS GRADED \ l � \ PROPOSED 30-RETomoN BASIN(15',r so) QCONC \ JENSEN 12'X12"PRECAST DRAIN FR EEEBOARD \ \ 1 y WOMP VOLUME INLET Of 1212 TYPE ,� \ DEVELOPER MAINTAINED N tl Y+` 1616.50 TO p. \ \ B/O-RETENTION BASIN I �"�DI�D � s — — ENCINEERINC�SO((L MEDIA \ \ >6>7.00 TOP ON SLOPE(irP.) \ 2"-3"MULCH 1616.00 BOT >6>6.50 WSE - gpTf. of&ISIN \ \ 1616.00 SOT GRAVEL PAD SEE N07E i 6"M/N. Ro PER PLAN \ \ 7 1"-1.5"DIAMETE &INMEER/NG SOIL MEDIA \\ \ \\ (16>600) IAR OVER fNT/REABAS/NBOTTOM FS 10 2"THICK G OTEXX77LE ¢:1 1612.0 I1R OR APPROVED EQUAL \ PFA GRAVEL \ 6"PERFORATED P.V.C.AT 12"STORM DRAIN HOPE \ 10'O.C, S=0.5%MIN. 1671.00 INVERT T S=0.80% x \ �12"HDPE SOIL MEDIA _ \ \ 125.20 IF MIEN PE/4W BY ITXUI/E 6 VNW � A \ \ MINERAL BS CLASS A SANDY LOAM TOPSOIL V V ORGANIC 15 NITROGEN STABILIZED COMPOST SOIL MEDIA NOTE 1:SOIL MEDIA SHALL BE PER _ V \ \ RIVERSIDE COUNTY WOMP GUIDANCE z \ \ � jyj R ar MANUAL. 3 Z \ \ EASEMENT FOR DRAINAGE PURPOSES SAND 70-80 T C Cf) \ \�TO THE C/7Y OF l.4KE ELS/NORE SILT 15-20 T 2 \ /NST. �___\ CLAY 5-10 12 W \ RECORDED_ _ � D TEMPORARY B/O—RETENAON BASIN WITH 12'>'12"RISER INLET DETAIL En \ 161 OO \/NV. NOT TO SCALE \ \ \ 200 LB RIP-RAP,\ 20' 0 20' 40' 60' 16"DEEP \\ 10 X 5 \\ SCALE/N FEET _ CD E rY1 Z C - 9 NOTE: co REFER TO APPROVED ROUGH GRADING PLANS DELTA 1 FOR TRACT m 28214-6, 7, 8 W.O. 2003-6-1. REFER TO APPROVED STREET -_ IMPROVEMENT PLANS DELTA 1 FOR TRACT 28214-6, 7, 8 W.O. 06-240. REFER TO APPROVED SEWER AND WATER PLAN FOR TRACT 28214-6, 7, 8 DATED 9/15/16 W.O. 2013-061. REFER TO APPROVED STORM DRAIN PLANS DELTA 1 FOR TRACT 28214-6. REFER TO APPROVED ELDERBERRY RIDGE BOOSTER STATION PLANS W.O. 2013-093 NOTES: 1. WALLS AND FENCES SHALL BE CONSTRUCTED PER SEPARATE PLANS AND PERMIT. 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK M/�, IN CLOSE PROXIMITY WITH THE UTILITIES, STRUCTURES, DRAINAGE, �,.bb e)lI -L/2 7 � 17 LANDSCAPING, ETC. MARK REVISIONS QPPR, DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT OQROFESSZ CITY OF LAKE ELSNORE SHEET 12 rti _ MAY BE ISSUED h� ,�p��A fL/�'9�F2• ��ENQ/NEER3 y 2,Z CIVIL ENGINEERS.PLANNERS.SURVEYORS TRACT NO, 28214-6,-7,-8 1,3 w Na.64803 T �880 COMPTON P4EIVIL N IIE ENGINEERS. CORON{,S 9Y8R—ON0.951-)3{-4130 OF EXP.6/30/17 SCALE: BENCH MARK: PRECISE GRADING PLAN SHEETS BRA 43920 DATEE-!� VICTORLIA P.E. No. 64803 ~ DATE 17 *a CI VI ��* 1-20 C-95-JJ TEMPORARY FILE No. _ FOFCAUFO 'LEVA7701V 1J56.45 MSL CITY ENGINEER SEE SHEET NO 1 FOR DESC B/O—RETENT/ON B.4S/N 11 CITY OF LAKE ELSINORE DATE: 10-25-16 _.I �n L� I f' 1 CONSTRUCT GRAVEL BAGS, SILT FENCE OR FIBER ROLL J ` Z CONSTRUCT CHECK DAMS PER DETAIL SKYPOI NT E AT AL BERHI L L L RANCH 1 t � ` 3 INLET PROTECTION PER DETAIL TRACT NO ■ 2 V 2 1 4 — V , — 7 & — 8 5 SOIL STABILIZATION APPLICATION i��/ •^� �.�— WASTE MANAGEMENT 6 ANITARY WASTE MANAGEMENT CITYOF LAKE EL SI NORE, CALIFORNIA 1. All erosion control plans shall in accordance with City of Lake Elsinore Ordinance Nos. 772,1237,1004,construction site Best Management Practices(BMP's),),and standards outlined within the Lake Elsinore Design Manual o es 2. The developer/contracr is responsible for any discharg by subcontractors. 3. In case of emergency,call BOB WEIRICH(responsible person)at 619-954-6941(24-hour phone number). O S 4. Devices to reduce erosion damage shall not be placed moved or modified without the approval of the Director of Public Works or,in an A �i •' 3 emergency,by the person responsible for grading operations. `� ♦ \ . 5. Areas that are cleared and graded shall be limited to only the portion of the site that is necessary for Construction.The construction site shall be managed to minimize the exposure time of disturbed soil areas through phasing and scheduling of construction, and the use of L G temporary antl permanent soil stabilization. z 6. Once disturbed,graded slopes exceeding a 3:1 ratio and/or ten(10)feet in height(temporary or permanent)shall be stabilized if they [ / will not be worked within 7 days.During the storm season,all slopes shall be stabilized 24 hours prior to a predicted storm event. - 6 Construction sites shall be revegetated as early as feasible after soil disturbance and within 7-days of completion. z 7. Fill slopes at the tract perimeter must drain away from the top of the slope at the conclusion of each working day. [ i 8. The contractor shall be responsible and have signs posted on the site to warn against public trespass into areas where water is K` impounded. �_ a)f /// ` " • 9 shall 0.Placement of devices to reduce be controlled by eerosioring n tl h damage within the developmen h t other methods approved by the 1 all be shown on the approved plan. M 11.Desilting facilities at all drainage inlets for the graded site shall be designed for a twenty-five(25)year,six(6)hour storm intensity. - I )))ill i .... .. _ They must be detailed on the plans.Design and specific recommendations shall be submitted for the following: A -' �/� .� a)Desilt xt basin volume based on gradient and nature of soils. b)The extent of all graded o areas and identification of any temporary soil stabilization measures. c)Size re desilting basin outlet pipe and overflow. d)Dike requirements.Show minimum wall width,slope of walls,percent compaction,etc. �♦. .)Out let conditions from the desilting basin shall not exceed downstr 12 N -am limitations,with the exception of overflow,which is to be designed provide capacity of 1. ow.times the maximum design fl V _'I 1 .Necessary materials erials shall be available on-site and at convenient locations to facilitate rapid construction of temporary devices or to f • �• _ repair any damaged erosion control measures when a 50%chance or greater of rain within a 48 hour period is forecast for lake „`` ♦' r / / iL Elsinore b the National Oceanic and Atmospheric Agency(NOAA). ^/ r ;1(((/��'///�' ♦ /' NLL . _ 13.BMP's shall be maintained and inspected ldaily. All removable protective erosion control devices shown shall be in place at the end of I , r� ` • / G " 1 v _ each working day when the five(5)ted ran probability forecast exceeds fifty percent(be%). v 14.After a rainstorm,all project generated silt and debris shall be removed from check berms,onsite public drains and pipes,drains and j y (' •� �� pipes of adjacent properties and desiltin basins and the basins pumped d An graded slope BMP's damaged during a rainstorm 1 diaP 9 P P dry, y 9 P 9 9 1 Shall also be immediately repaired.Failure to provide effective maintenance may result in penalties. 15.Discharging of contaminated soils via surface erosion is prohibited. 16.Const action access points shall be stabilized with a combination of rock and shaker plates year-round to prevent track-out. Routine street sweeping shall be performed on all paved streets where tracking is observed. Vacuum sweepers shall be used when street ��; ] ,t• — ' sweeping becomes ineffective. NPDES/Storm Water Pollution Notes i r"1 j T 7. The developer and his contractor are responsible for implementation and maintenance of the SWPPP-approved,pre-qualified BMP's y from the California Storm water Quality Association(CASQA)handbook/website for construction to retain sediments from areas disturbed onsite to the maximum extent practicable. The erosion control measures Include those shown on this plan and applicable 6 j _ SWPPP as well as any additional erosion control measures(e.g.,hydroseeding,mulching of straw,gravel-bagging,diversion ditches, retention basins,etc.)dictated by field conditions to prevent erosion and/or the introduction of din,mud or debris into existing public streets and/or onto adjacent properties during ANY phase of construction operations. 1 • t r' 2. Storm Water Pollution Prevention Plan(SWPPP)shall be kept on-site and made available upon request of a representative of the /"'`• __ , t4� �.�..�—' .uui,. r Regional Water Quality Control Board(RWQCB)-Santa Ana Region and/or the City of Lake Elsinore. 0 0 3 Construction sites shall be maintained n such a cond on that an anticipated storm does not carry wastes or pollutants off the site. ,.� D Discharge of material other than storm water(non-storm water)are prohibited except as authorized by an individual NPDES permit antler the statewide General Permit Construction Activity. _ ' �• • ( 4. Potential pollutants include but are not limited to: solid wood pd chemical reservatives,spills, wastes from fibers, flakes orstucco fragments;solvents, `" Z \ 1 FIBER ROLL detergents,glues,lime,pesticides,herbicides,fertilizers, pit an '( i t , I+� f�. � '• e'/'xH'''F1'/•'1 ' fuels,oils lubricants,and hydraulic,radiator or battery fluids;concrete and related cutting or curing residues;floatable wastes;wastes `z !\ ! from engine/equipment steam cleaning or chemical degreasing;wastes from street cleaning; per-chlorinated potable water from o cc 9:and area �� Z 1 f1_—" \ \+ e •;µ.:.wia: ling flushing and testing.During construction,disposal of such materials should o n a specified and controlled temporary a [ on site physcally separated from potential storm water runoff,with ultmate disposal'in accordance wth local,state and fetleral 'v L �. 1 •k I11NfFlli'iF R u Runoff from W 2 4 3 FL 4W8Y CATCH BASIN PROTECTION .,� , 1 ) 1 fl ( ), 5 Runoff from m drainequipmentand vehicle washing shall be contained at construction site and must not be discharged to receiving waters or - m �� I r �)= a'1 flJ.^ the total store drain system. ✓f/t�' t 1 e r a. a,-nN:'-'r' W i, 'r,r ��' 6 Appropriate BMPr for construction-relatedrainagies, materials wastes,spills or residues shall be implemented to eliminate or reduce transport s1 from the see to streets,drainage facilities,or adjoining properties by wind to runoff. gt� , 7. Material storage and staging areas shall be established. Fuel tank,Portable toilets,liquids,gels and Powders shall have secondary containment and be stored away from all private/public storm water conveyance systems,sidewalks, the liners and flow-lines. GRAVrE BAG BARRIERS 8. All portable mixers shall have plastic liners underneath with gravel bags places It the down-hilln side of the nners er contain discharges `, , 9. Controlled street we will only be allowed poor to the application of asphalt seal coats and only when all pertinent drainage inlets T r_ r Y(l,rF'!/1/{,Ifl %1-F lV A71AL/rYF//!s�';X hff;WFfI'1FX1- are protected , -- -- ilr 'el - A/ 10 All constructon contactors and subcontractor personnel are to be made aware of the required BMPs and good housekeeping • measures for the project site and any associated construction staging areas i� •i - n l 11, Discharging contaminated groundwater produced by dewatering groundwater that has infiltrated into the construction site is prohibited i Discharging non-contaminated groundwater produced by dewatering activities may require a National Pollutant Discharge Elimination System(NPDES)permit from the Regional Water Quality Control Board. 12 Storm water runoff shall not be directed over any slopes without permanent down drams installed. Erosion and sediment controls including maintenance are required on all exposed slopes until sufficient permanent landscaping has been established. 100%slope protection must ben place prior to the issuance of the final certificate of occupancy 1 1 13 Vegetation clearing and brushing activities shall not be initiated during the wet season on any sites which are not adequately protected control measures. _ with desMm basins or other tern drainage IKl �IT��a nn1 MiN. 9 temporary 9e or 1 ` V' .f: 1:.• ` =,1_T 14 Stockpiles of sot shall be properly secured with BMP's o eliminate o reduce sediment transport from the site to streets,drainage �L facilities or ad)acent properties via runoff,vehicle tracking,or wind or inactive for a period of 14 days or more shall be 4 r ' F'I E- PUN04 F cove ed active stockpiles shall be covered prior to a forecested min. n _ - 15 Special attention shall be given to preparation and installation of the Rain Event Action Plan(REAP)as required based o site Risk s , I Level or as mandated by the Santa Ana Regional Board NPDES Permit,General Perot-Construction Activities. f } :L ( ,AP HETAEEN BAr.S Two LAVEr1T IF'FA/Ll 5A4;5 16 At the end of each day of construction activity,all construction debris and waste materials shall be collected and properly disposed of ' ACTS AC SP,LLWAi WITH ENDS DVEFLAPPEu in trash or recycle bins. �>. 17 This site has obtained a National Pollution Prevention Elimination System F (NPDES)permit to Construction Storm water discharges .0 \ , NPDES WDID#9 37C368654 DATE WDID ISSUED:1/13/2014 18.The undersigned civil engineer, a qualified OSP and/or QSD will review placement of erosion control and insure that work is in SUMP INLET PROTECTION •. /= y ` 1,` accordance with the approved plans. n iit Fcrl:: I-^r ':E—.ill n M •` ``` ' ♦1, \ �- Jodi Menard 1212016 n Z 1r — 1171 �+«� ` \\\\\�\\`\ - _ •,,. (Signature)(CPSWQ No.676,QSD No.902)(Exp)(6/29) �z n WDID: 9 37C368654 VD,b 6v zi 7 /rl MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL CITY OF LAKE ELSiNORE SHEET 13 CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND MAY BE EN�NEEFT♦S I ISSUED CNL ENGINEERS•11-HU .SUT is LJ °M ��°�u 9 ' °"_'-�: TRACT NO, 28214-6 -1&-8 13 3 3 !7 SCALE: ° BENCH MARK: 1 OF SHEETS BRAD FAGRELL, R.C.E. N. 43920 DATE J-ZN.T.S. C-95-.73 SL SEDIMENT&EROSION CONTROL MAP FILE No. CITY ENGINEER f-SHZ--ET . I FOR D CITY OF LAKE ELSINORE DATE 10-25-16 SEE SHEET NO 1 FOR OESC �,r O�O ' n�