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HomeMy WebLinkAboutENG-2022-00105 PGP 22-038-22-046 PRECISE ORADING PLAN VICINITY MAP GENERAL NOTES. CRIMSON HILL 8 TRA CT NO. 306W �* 7. ALL WORK SHALL BE DONE/N ACCORDANCE WITH THE C/TY OF LAKE ELS/NORE MUNICIPAL CODE, CHAPTER 15.72 AND APPLICABLE STANDARDS AND SPECIFICATIONS PROJECT SITE AND THE LATEST ED/T/ON OF THE UN/FORM BUILDING CODE(U.B.C.), CHAPTER 33. �� ��� - L 078 12-21. 48-68. �-��2. A PERM/T SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF LAKE ELS/NORE, PR/OR TO ANY OPERATIONS R"MSGIIIE i 3 THEAND DU.S.ALOALERTN� ALL UTIL17Y CITY OF LAKEELS/N0�9E, CAL/FORN/A GRADING. R" 4. THE CONTRACTOR SHALL NOTIFY THE C/TY ENGINEERING DEPARTMENT AT LEAST s" TWENTY-FOUR (24) HOURS /N ADVANCE OF BEGINNING GRADING OPERATIONS 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE GENERAL NOTES (CONTINUED): OWNER/APPL/CANT SOILS ENGINEER.' s CITY ENGINEER. 15 25.EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE KB HOME GEDTEK, INC. lUlW 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS PLANT OR ANOTHER APPROVED GROUND COVER, AT TWELVE INCHES (12) ON 36310 INLAND VALLEY DR. 1548 N MAPLE ST OTHERW/SE APPROVED, AND SHALL BE SHOWN ON THE PLAN. CENTER. SLOPES OVER FIFTEEN FEET(15) IN VERTICAL HEIGHT, IN ADDITION TO W/LDOMAR, CA 92595 CORONA, CA 92880 GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS OR (951) 691-5328 951-710-1160 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT TEN FEET(10) ON CONTACT ALLEN BARRETT CONTACT- BRUCE-A. HICK PACE ass, F-7, 2002 THOMAS BROS. MAP OTHERW/SE APPROVED, SHALL BE-SHOWN ON PLAN, AND SHALL NOT HAVE LESS CENTER, TREES AT TWENTY FEET(20) ON CENTER- COMBINATIONS FIFTEEN FEET THAN 9OX RELATIVE COMPACT/ON OUT TO THE FINISHED SURFACE. (15) ON CENTER. SLOPES OVER THREE FEET(3) IN VERTICAL HEIGHT SHALL BASIS OF BEARING SHEET INDEX HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 9OX DENSITY AS DETERMINED BY THE U.B.C. THE BASIS OF BEARINGS AND COORDINATES FOR THIS SURREY/S THE CALIFORNIA STATE PLANE SHEET 7..............................................................................TITLE SHEET MODIFIED FIVE(5) LAYER A.S.T.M. D-7557-70 TEST METHOD. COORDINATE SYSTEM, MD 63(NSRS2011), ZONE 5(EPOCH 2O10.00)BASED LOCALLY ON CON7ROL STA77ONS "NLFP" SILL"AND "SBCC"ALL DISTANCES SHOWN ARE GROUND D/STANCES, UNLESS SHEET 2..........................................................................INDEX, LEGEND 26.APPROVED O PROTT/VE MEASURES AND TEMPORARY DRAINAGE GRADIPROV1NG /DNS MUST SPEC/PIED OTHERW/SE. GRID DISTANCES MAY BE OBTAINED BY MULTIPLYING THE GROUND DISTANCES SHEET 3............................................................................DETAIL SHEET 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, SCARIFIED, AND BE USED TO PROTECT ADJOINING PROPERT/ES DURING THE GRAD/NG PRO✓ECT. INSPECTED BY THE GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY BY AN AVERAGE COMB/NATION FACTOR OF 0.99991273 SHEET 4-8...................................................PREC/SE GRADING SHEETS' PRIOR TO THE PLACING OF FILL. 27.APPROVED EROSION PREVENTIVE DEVICES SHALL BE PROVIDED AND MAINTAINED SOILS ENGINEER: SHEET 9..........................................................EROSION CONTROL PLAN DURING THE RA/NY SEASON AND SHALL BE/N PLACE AT THE END OF EACH 10. ALL FILL MATER/AL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL DAYS WORK. THESE GRADING PLANS HAVE BEEN REV/EWED BY THE UNDERSIGNED AND FOUND PREPARATION OF GROUND /S APPROVED BY THE SOILS ENGINEER. TO BE/N CONFORMANCE WITH THE RECOMMENDATIONS AND SPEC/F/CATIONS UTILITY NOTf-5 28.ALL WORK SHALL CONFORM TO THE 017Y AND STATE CONSTRUCT/ON SAFETY OUTLINED /N THE SOILS AND GEOLOGICAL RECONNAISSANCE REPORT PREPARED WATER. ELS/NORE VALLEY MUNICIPAL WATER D/STR/CT 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS ORDERS. FOR THIS DEVELOPMENT. THAN�"PER FOOT FOR A MIN/MUM OF THREE(3) FEET, THEN 1X (MINIMUM) TO E pfEssfo,� 31315 CHANEY STREET FLOW LINE OF EARTH SWALE. 29.THE LOCATION AND PROTECT/ON OF ALL UTILITIES /S THE RESPONSIBILITY OF THE G_ February 17, 2022 QJ�Ep,y Fyc LAKE ELSINORE, CA. 92531 PERM/TTEE. �3`° (951) 674-3146 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 7X IF CUT OR FILL BRUCE A. HICK GF 2284 DATE d No.GE2294zt a S[7NER. ELS/NORE VALLEY MUNICIPAL WATER D/STR/CT SLOPE/S LESS THAN TEN FEET(10'), AND 2,-IF CUT OR FILL /S GREATER THAN 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE✓OB SITE AT ALL T/ME. GEOTECHN/CAL ENGINEER P 1v311 * 37315 CHANEY STREET TEN FEET(10). DRAINAGE SWALES SHALL BE-A MIN/MUM OF 0.5'DEEP AND EXP.• 12/31/22 *s�OrEc LAKE ELSINORE, CA. 92331 CONSTRUCTED A MINIMUM OF TWO FEET(2) FROM THE TOP OF CUT OR FILL 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO , fgh 0 A� (951) 674-3746 SLOPES. COMPLETION OF GRADING OPERATION. ENGINEER S NOTICE.' GAS- SOUTHERN CALIFORNIA GAS CO. 73. PROVIDE 5'MDE BY PHIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL 32. ALL SLOPES SHALL SE PLANTED AND IRRIGATION FACILITIES SHALL BE-PROVIDED 7. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 1981 W. LUGON/A AVENUE SLOPES OVER 5'H/GH FOR ALL SLOPES /N EXCESS OF THREE(3) FEET VERTICAL HEIGHT WITHIN NINETY RESPONSIBILITY FOR ✓OE S/TE CONDITIONS DURING THE COURSE OF REDLANDS, CA 92374 (90) DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE/N CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS (909) 335-7828 14. PROVIDE A BROW DITCH, DESIGNED TO HANDLE ONE HUNDRED (100) YEAR STORM ACCORDANCE WITH C/TY OF LAKE ELSINORE GRADING ORDINANCE NO. 882 PR/OR REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL FLOWS ALONG THE TOP OF CUT SLOPES. TO THE APPROVAL OF FINAL INSPECT/ON. WORK/NG HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE PHONE-.- VER/ZON F/OS OWNER AND ENG/NEER HARLESS FROM ANY AND ALL L14SIL17Y, REAL OR ALLEGED, 40710 CALIFORNIA OAKS ROAD 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE /N CONNECT/ON WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPT/NG MURR/ETA, CA 92562 PERM/TIED. HIMSELF WITH THE SITE AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO FOR L14SIL/7Y ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR (951) 290-7287 EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, ENG/NEER. 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO SUPERV/SE GRADING WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. ELECTRIC.-SO. CAL. ED/SON CO. AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REOU/REMENTS 26100 MEN/FEE ROAD (SUBDIVISIONS)AND EXPANSIVE CHARACTER/ST/CS OF THE SOIL. 34. THE DESIGN ENGINEER SHALL PROVIDE A MIN/MUM OF ONE(1) BLUE RECORDS ARE INDICATED TOP PER 2 ALL UNDERGROUNDUTILITIESWI OR STRUCTURES REPORTED OR FOUND ON PUBLIC ROMOLAND, CA. 92585 , WITH THE/R APPROX/MATE LOCATION AND EXTENT. THE F/N/SHED PAD, PR/OR TO ROUGH GRADE APPROVAL. OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS (951) 928-8207 17. GRADING CERTIFICATION BY THE DEVELOPERS CIVIL ENGINEER AND A FINAL HEREON, AGREES TO ASSUME L/ALKITY AND HOLD THE ENG/NEERE HARMLESS (951) 820-5498 5498 COMPACT/ON REPORT BY A SOILS ENGINEER SHALL BE SUBM/TIED TO THE BUILDING 35. APPROXIMATE DATE OF FOR ANY DAMAGES RESULTING FROM THE EX/STNECE-OF UNDERGROUND UTILITIES FIRE.• RIVERS/DE COUNTY FIRE DEPARTMENT AND ENG/NEER/NG DEPARTMENTS PR/OR TO ISSUANCE OF BUILDING PERMITS BEGINNING OPERATION- DECEMBER 1, 2020 OR STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS, OR THOSE 4080 LEMON STREET., 2ND FLOOR 18. THE SOILS ENGINEERING INVEST/GAT/ON.• GEOTECHN/CAL UPDATE REPORT, 151 LOTS COMPLETION.• DECEMBER 31, 2023 CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCATIONS. THE RIVERSIDE, CA. 92502 COMPRISING OF TRACT 30598, CRIMSON HILLS DEVELOPMENT DATED DECEMBER 9, 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER CONTRACTOR/S REOU/RED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT (951) 955-4777 2020 PREPARED BY GEOTEK, INC SHALL BE-CONS/DERED A PART OF THIS THAN THREE INCHES (-T) WILL BE PLACED /N FILLS WITHIN ROADBED AREAS OR THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER FOUND AT THE ST/E. /T GRADING PLAN AND SHALL BE/N COMPLIANCE. SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL CABLE. TIME WARNER CABLE THREE FEET(3O OF FINISH GRADES, UNLESS THE LOCATION, MATER/ALS, AND LAKE UTILITIES OR STRUCTURES' CONCERNED BEFORE STARTING WORK. CRESS STREET DISPOSAL METHODS ARE SPEC/F/CALLY APPROVED BY THE SOILS ENG/NEER. LAKE ELS/NORE, CA 92532 19. A RE-6/STEREO C/V/L ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT (888) 211-1545 CERTIFICATION OF BUILDING PAD ELEYAT/ON. WHERE SPEC/F/C ELEVATIONS ARE 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. /F INSPECT/ON BEFORE APPROVAL. L/ABLE FOR UNAUTHOR/ZED CHANGES TO OR USES OF THESE PLANS ALL AN ELEVATION WITH RESPECT TO AD✓ACENT GROUND SURFACE IS REQUIRED, THE CHANGES TO THESE PLANS MUST BE/N WRITING AND MUST BE-APPROVED BY EST/MATED EARTHWORK QUANTITIES ACTUAL DISTANCE ABOVE THE AD✓ACENT GROUND SHALL BE GIVEN. 38. GRADING PLANS WILL NOT BE-APPROVED UNTIL ALL RETAINING WALLS ARE THE PREPARER OF THESE PLANS APPROVED BY THE BUILDING DEPARTMENT. ON-SITE EARTHWORK QUANTITIES 20.ALL PROPERTY CORNERS SHALL BE CLEARLY DEL/NEA7ED /N THE FIELD PR/OR TO 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. COMMENCEMENT OF ANY CONSTRUCTION/GRAD/NG. 39. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION EL/M/NAT/ON SYSTEM CONTRACTORS SHALL BE-RESPONSIBLE FOR VERIFYING ALL OVAN77T/ES PR/OR TO GRADING SUMMARY CUT(C.Y.) FILL (C.Y.) (NPDES) PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER BIDDING FOR CONSTRUCT/ON. RAW QUANT/T/ES 1200 O 21.STABILITY CALCULATIONS WITH A SAFETY FACTOR OF AT LEAST 1.5 SHALL BE DISCHARGES. SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND ENG/NEER/NG DEPARTMENTS' NPDES WD/D#8 33C392137 DATE PERMIT ISSUED!.- NOV. 25, 2020. BENCH MARK.' TOTAL AREA = 7.45 ACRES FOR CUT AND FILL SLOPES OVER THIRTY FEET(30) /N VERTICAL HEIGHT. NOTE• THE ABOVE QUANTITIES HAVE BEEN EST/MATED BY THE BENCH MARK NO. EL-30-80 ELEV. = 1267.704 MSL (NAVD 88) 40. DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS NO ENGINEER FOR PERMIT PURPOSES ONL YI THE CONTRACTOR SHALL 22.A FINAL COMPACT/ON REPORT WILL BE REOU/RED FOR ALL FILLS GREATER THAN ONE BUILDINGS OR WALLS SHALL BE PLACED WITHIN EASEMENT LIMITS. TEMPORARY FROM THE/NTERSECT/ON OF RIVERSIDE DRIVE AND JOY STREET SOUTHEASTERLY DETERMINE HIS OWN QUANT/TIES AND HE/S SOLELY RESPONSIBLE (1) FOOT. IMPROVEMENTS ARE SUB✓ECT TO REMOVAL AT OWNERS EXPENSE. ALONG ✓OY 0.15 MILES, 18 FEET NORTHEASTERLY OF CENTERLINE OF 10Y, 10 FEET FOR DETERMINING THE AMOUNT AND COST OF IMPORT/EXPORT SOUTHWESTER[Y OF A CHAIN LINK FENCE, 71 FEET SOUTHEASTERL Y OF P.P. NO. AND OTHER GRAD/ QUANTITIES FOR THIS PROJECT. 23 IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL /S TO BE PLACED, /T MUST LEGAL DESCRIPTION 4112803E, 1 FOOT SOUTHWESTERLY OF SURVEY MARK POST. BE CLEARED, KEYED AND BENCHED INTO FIRM NATURAL SO/L FOR FULL SUPPORT. MATERIAL FOR SITE SHALL BE IDENTIFIED PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PR/OR TO BEING A SUBDIVISION OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER, WQMP BMP TABLE PRIOR TO ISSUANCE SOURCE OF IMPORT MATERIAL GRADING PERM/T. PLACEMENT OF FILL MATERNAL. SLOPES GREATER THAN 5-1 ARE REOU/RED TO BE- AND THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST PERMANENT/ OF KEYED AND BENCHED. QUARTER OF SECT/ON 29, /N TOWNSHIP 5 SOUTH, RANGE 4 WEST, OF THE 54N CONSTRUCTED SHOWN BMP ENG-2022-00105FL4 w ON SH6FT BERNARD/NO MER/D/AN, ACCORDING TO THE OFFICIAL PLAT THEREOF BASIN PE SET N NUMBER ryPE TEMPORARY NOTE 24.THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCT/ON/N THE FOLLOWING STAGES.• 17-17 RGP 6A OF 71 EXTENDED DEMNAON BASIN PERMANENT REFER 70 APPROVED ROUGH GRAD/NG PLANS DELTA 1 FOR A. UPON COMPLETION OF CLEARING AND DURING EXCAVAT/ON AND BEFORE BACKWATER VALVE LOCATIONS TRACT 30698. REFER TO APPROVED STREET IMPROVEMENT BACKFTLL OF ALLUVIAL, COLLUKAL AND TERRACED AREAS AND ANY PLANS FOR TRACT 30698. REFER TO APPROVED SEWER AND LOTS• 12-15, 20-21, 49, 54, 66 WATER PLAN FOR 1RACT 30698. SUBSTRUCTURES. REFER 70 APPROVED STORM DRAIN PLANS FOR TRACT 30698. B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION BENCHING AND FILLING OPERATIONS. NOTES- *. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FL TER 1. WALLS AND FENCES SHALL BE CON57RUCTED PER MATERNAL. SEPARATE PLANS AND PERMIT. a D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE N CONSTRUCT/ON. REVIEWED BY: D.CHOW, CAA 2-22-2022 WORK/N CLOSE PROXIM17Y WITH THE UTILITIES, STRUCTURES, o WDID: 8 33CJ92137 DRAINAGE, LANDSCAPING, ETC. a MAR LNG DATE REV/S/DNS APPiQ DAT THESE PLANS HAVE BEEN REV/EWED FOR COMPLIANCE WNH THE PREPARED BY. SEAL APPROPRIATE COND177ONS OF DEVELOPMENT AND/OR C17Y AND STATE RpFESS/ CITY OF LAKE ELS/MORE SHEET 1 0 LAWS AND HAVE BEEN FOUND ACCEPTABLE 44�oa°toR q ENG/NEEH3 0 ti IrvIUESUiEE100PRA .28E0 c as R aE .CODN,- 81-3370 .951-3<-i,3o TRACT MAP NO. 30698 9 i 1 w No.64Eo3 m 'S'E PRECISE GRADING PLAN - T C- OF 3-9-2022 ti/ of f t , 0210312022 P-6/303 a SCALE BENCH MARK.• LOTS 12-21, 48-68, 71-87 SHEETS R MON HABIB, R.C.E. No. 83156 D41E VICTOR A. ELIA 0.9 1E * * N.T.S C/7Y ENG/NEER P.E. No. 64803 `�qT OiVI A��Q' EL-30-80 FILE No. fpF Alpo ELEYAI)ON.• 1267>04 MSL T/TIE SHEET 017Y OF LAKE ELSINORE DATE• 0 210 3/2 0 2 2 SEE SHEET N0. 1 FOR OE5'C. 22-03$ HOUSE PLA/VS N.T.S. PLAN NO. 1A PLAN NO. 28 PLAN NO. 3C PLAN NO. 4A PLAN NO. 5C PLAN NO. 6B ��-1 i 40' • I I � 10 to / OOTPR/NT v 7 .�� ■ ^ I I 659 SQ. fT F007PRINT - ry II 6. �/Q2_- _ ___ �t as -� ,s i FOO5 50. N FOOTPRINT FOOTPRINT 659 SO. "a 1860 S. FT. S ' _ I 2,035 SQ. FT. 2215 50. FT. � e 2477 S0. FT. 659 S0. FT. • g I ----40.00 � j /per ; ■ .� � ��� �O ,., I - 111 O 1,551 SQ. FT. i,751 SO. FT. 2,035 SQ. FT. 2,206 SQ. FT. 2,528 SQ. FT. 2,882 SQ. FT. o� 1� „� 11 1, 3 3 BEDROOMS (I-STORY) BEDROOMS (L-STORY)4 BEDROOMS (I-STORY)3 BEDROOMS (I-STORY)5 BEDROOMS (2-STORY)5 BEDROOMS (2-STORY) OPEN SPACE WIzA - - - - - ... i e ea ' es Iry — SEE PLAN SET A. � 1/VI' MAP LE L ECE/VD do SYMBOL S I ' 11 EN6ANCED ARCH/7EC7UR4L ELEVATION .................■ SHEET NUMBER .-_ - N037'10'E 659.58 J ..p - I — — — LANOSG4PE PLOYS 77Z4CT BOUNDARY SWNE RONVAF ———A—_ RODE(H pa) /" '` • ' / e, • • ' =o PROP. G4 I ,—�" "�� ° '� �'_\. •� z� �� - �� T' c m RTA1N/NG WALL T 1 I ,os ___ A ♦ , sv / ■•! .n e LANOSCAPEO WALL I -- � • = es ■` 2 �-1- •_ - _ ■ DEEPENED F0077NG 1 � �� / sz ■ � � � ' s 1.00 LkEPENEO FOOBNG OEPIH __ - ° ■ (1001.01) SONG ELEVATION 0 r� ■ �,— ♦ 111 -Va .0 • s M 0 S/EWiYK Pam-S \ s� 0° : • -- =q43T= MIW B4,VN ry STORM LWA/N AIN PAIN OF N4kE JOs �R 3 ,a�- „ '� ° • u / 1 _3�-° PROPOSED STREET L S9T � �' � 1 ' � � � '� �•i � -_ � � Exrsn,�EaE a'PAYFMENf M N �■ �G ti x �% ,, • c >n ' __ 7Pq LISBAC RYW OFWAr 1 s LIS'BNG SEIW£R 2awUNNE SEE PLAN SET A Q �� ,� � :•••.� � Z i `�'4�1 _� � ,� � ,� �� Z —— . �� • .■■u.► • I ■ � � ♦ \. a rss r EX/SDNG WAIfR T — —V, ti♦ �� EXb'BNC GAS L/NE .♦ / ♦♦. , ! : — ,av \ ♦♦ �• sc EXW W O RRE HYDRMT !'1 us ■ Lz ,m I ,,xs _ ♦ t� ai WRIER VALIE u � � �♦♦ ♦ �I ■ � � �, � � ns> � EX/SDNG BLOW OfF ��\ _ �� ♦4`♦ �' ,ze ,/ �� ,zc �� ��,� �� j, �� h��I E ff#1 G A/R YAC i I , ' •3. qs '� ■���� ��♦ + EX/SRNG POWER)III,v ■ ' ,sr? W Pfia WRIER PER SEP.AIAN ■ ze —_-- C ■ s PAI002D SEW PER SEP PLAY 1979..42' _ PROPOSED WA7ER ME7ER PER SEP.PLAN � PROPOSED fly H1DR9Nl PER SEP.PLAN PYOr POSED AIR VAC PER SEP.PLAN - T"T] PROPOSED MP-R9P PER SEP.PLAN EX/SDAC P CONTOURS INDEX MAP CONSTRUCT/ON NOTES AND OUANT/TY EST/MATE E.ff'DNG5'CONWRS =E. 1"=100' 70P or sLL1PE SCAL (D INSTALL PRNAIE 4'SCHEDULE 40 P.V.0 P/PE a 0.58 MIN SLUE OR AS Sww aY PLAN. 11289 L.F. ILE a'SLOPE a 1.2�n aMRDVT/N fF ANO GF /A57&L ADS 6'RaM 6M)FIM 011 5'SqF D 8457N aP A9FROkfD EaX_IA67ALL 196 EA. B4SgN 49-N A0A67AIVIKS AS fiEWRED WAU/FENCE.REFER 70 WAU A•FENCE 1A MALL PRNAIF 4'SCHEDULE 40 P.VC fYPE THROUGH CURB PER Lk7AE ON SHEE7 J(SLOPE VARIES PUNS fOR Ad1MW TYPE AND Z")761V M f&V INAPT AT TG TO CURB®1.Y MIN.. BO EA. (, LYkS AYJT R'P,9ESEN7PG4SIER Lcralxw) ® INSTALL PRWAIE 4'SCHEDULE 40 P.V.0 PIPE INTO RACK O-STORM ORNN 80X AT SLLPEAW/M£RT 1 EA. SHOWN aY PLANS $ O &W&Y fL0)7AV 6 EA. NOTE - © ASTV1 J'X 11'cavoRE7E 7R-W PAO 49 EA. REFER TO APPROVED ROUGH GRADING PLANS DELTA 1 FOR TRACT 30698. REFER TO APPROVED STREET IMPROVEMENT PLANS FOR TRACT 30698. REFER TO APPROVED SEWER AND WATER PLAN FOR TRACT 30698. o NOTE• THE ABOVE QUAN7777ES HAVE BEEN ES77A647ED BY THE ENGINEER FOR REFER TO APPROVED STORM DRAIN PLANS foR TRACT 30698. 100' O 100' 200' 300' PERMIT PURPOSES ONLY. THE CONTRACTOR SHALL DETERMINE HIS OWN QUANT/T/ES NOTES: 1. WALLS AND FENCES SHALL SE CONSTRUCTED PER SEPARATE PLANS AND PERM/T. 1. WALLS AND FENCES SK4LL BE CONSTRUCTED PER SCALE/N FEET SEPARATE PLANS AND PERM/T. 2 THE CONTRACTOR SHALL BE RESPONSIBLE 70 COORDINATE WORK/N CLOSE PROX/M/7Y WITH THE 2 THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE UT/L/TIES STRUC7URES, DRAINAGE, LANOSG4P/NC, ETC. WORK/N CLOSE PROXIM17Y WITH THE UAL/AES, STRUCTURES, ENG-2022-00105 DRAINAGE, LANDS04PINO ETC. AIIARK FIVG. DATE REVISIONS ,gPPR DATE THESE PLANS H4VE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY. SEAL CITY OF LAKE ELS/MORE SHEET �7 LAWS AND H CONEEN F N DEVELOPMENT AND/OR C/7Y AND STATE RpFESS/ L LAWS AND HAVE BEEN FOUND ACCEPTABLE Q4OQ`��p A,�� off/vpENGINFERS a y ,` /9 �� 1880 COMMON A ENULE,ESUITEE1001WRRSM,R.92881-370.951-7 -2130 TRACT,IL4P NO. 30698 9 11 C ,, W No.64W3 m PRECISE GRAD/NG PLAN — 'SFT C' of � O I�• Vi c. i�,;,o- 0 210 312 0 2 2 * UP.6/30/23 * SG9LE.• BENCH MARK.• LOTS /2—'2I 48-64 7/-87 SHEETS Z 3-9-2022 RtMON A0818 R.C.E. No. 83156 L7A7E VICTOR A. ELIA DATE ,�. OIYIV �p EL-30-80 f7LE No. C17Y ENG/NEER P.E. No. 64803 q�OFCLd1F0�� ELEVA770N.• 1267.104 MSL INDEX SHEET C17Y OF LAKE ELS/NORE '=104V4TE.• 0 210 3/2 0 2 2 SEE SHEET NO 1 FOR DESC. 22-039 DOWNSPOUT LOCA77ON PER FG FG ARCH/TECT'S PLA PER PLAN ��= PER PLAN SEE MILL AND FENCE PLAN GB(SAME AS PAD ELEV) _ PER SEPARA7E PERMIT PL PL SEE WALL AND FENCE PLAN AD PAD I PADf_tEV �2 HP F PAD 1 5'MIN. .SEPARATE PERMTf h 4 2 ELEV. N� 2 ELEV.I FL �TO/NV. TG'INV. TG/NV. TG/NV. 1.09 1.09 >,09 >.09 FL FL VARIES M/N MIN M/N M/N 3'MIN. 24" 3'MIN. 2 4"ROUND 1 1 ,f 0 / kf O /O'MIN PLASTIC GRATE P FL 8 I P FL P FL B I P FL u NOS NO. 11 1,0 f' 2 o= h 2 2 0= h 0 II I ��� I O � � � 8'MIN I 8"M/N - B / FF ELEV. 8"MIN 2X M/N. FF ELEV. A J _ - �ds,� t AELEV 20$ _PAD EL tVC(SCH. PVC(SCH. 40) M/N. yV , ___PAD ELEV ^ 4ftr 2 12"MIN ER(LENGTH VARIES) L0T NO L 0T NO MIN3' PAD-PAD ELEV jy, TG PAD=PAD ELEV nyI TG 5%MIN. 2%M/N. 5%M/N. 2%M/N 5%M/ ELBOW TYP. 20%MAX20%MAX oIT=F/N/SH FLOOR EDY /NV. FF=F/N/SH FLOOR ELEV g /NV. 20%MAX 21 Al 20%MAX FOR 10' C(SCH. 40) F=GARAGE FRONT ELEV CF=GARAGE FRONT ELEV W 2 H FL 3 2 H FL .I 3 �1 7YP/CAL SIDE YARD SECTION ��1 TYP/CAL REAR Y RD SECTION 4"PVC(CH. 4 4" 40) 3 3 r�9 ro snv r>bSr" PER PLAN 0 S=0.005 MIN. P FL 2 P FL DOWN DRAIN CONNECT/ON 'I :I NOT TO SCALE SUMP BLOCK WALL (LENTH BASED ON 5 TG S TG SIDE GYARD D 1) PER c3, >O 1 INV. O,1 >0 /NV. VINYL FENCE VINYL FENCE DETAIL I BLOCK = 5 ~= 5 SUMP BLOCK NNYL POST (30� SUMP BLOCK ✓/NYC POST (30 J WALL PILASTER W1TH CAP PROPERTY LINE WALL PILASTER WITH 04P PROPERTY LINE 16'- R�W� 16'- R�W� (>6X76J (3x3J (>61'>6J (3x3J -r CURB FACE CURB FACE 1 qG J DIRECT/ON OF FLOW �G J RECT/ON OF FLOW DRIVEWAY APPROACH PER STREET PLANS DRIVEWAY APPROACH PER STREET PLANS SUMP BLOCK SUMP BLOCK NOTES' WALL PILASTER WALL PILASTER O SWALES TO BE GRADED AT 19 MIN AND 49 MAX ALONG REAR AND SIDE OF HOUSE (6) 3"PRIVATE DRAIN THROUGH CURB FACE PER DETAIL BELOW _ 0 HIGH POINT OF SWALE PER PLAN O REFER TO THE FINAL TRACT MAP FOR BEARINGS OF PROPERTY LINES O 4`DIAMETER DRAINAGE P/PE(057 MIN PIP,_ O8 IYPICAL 15'REAR DISTANCE TO SWALE UNLESS SLOPE) OTHERWISE NOTED ON PLAN Mov ROW fAILAYRIXIP OOIYPICAL 3'S/DE DISTANCE TO SWALE UNLESS - 4 SLOPE AWAY FROM THE BU FACE TO OTHERWISE NOTED ON PLAN BE 59 MIN FOR THE FIRSTT 10 FEET M/N OTHER go AND 29 THEREAFTER UNTIL THE SWALE IS 10 29 MIN AND 20--MAX GRADE FROM REAR QII 2%MIN. QI1 2%MIN. REACHED. SWALE TO PROPERTY LINE OR GRADE BRAKE,' J4 RL�R I OVERFLOW hN EH4R I OVERFLOW OS SHEET FLOW TO STREET OR THE OPT/ON OF GRADE BREAK TO PROPERLY L/NE MAY BE 19 EMBEDDED INTO 5%MIN. `4'PVC P/PE EMBEDDED INTO l4'PlC PRE, UP TO 6,-FLOW LINE TO DRIVEWAY SLOPE HOUSE FODTNG 2OX MAX HOUSE F0077NG 5$MIN. BY 1 FT. 9/N. BY 1 FT. 9 IN. 20Z AfV TYPICA/ nor FINISH GRADING TYPICAL S/DE YARD GATE — 5 FT. TYPICAL SIDE YARD GATE — OVER 5 FT NOT TO SCALE CORE THROUGH EX/SANG NOT 70 SCALE NOT TO SCALE CURB& OU77ER SEE WALL FENCE PLAN PER R W SEPER47F PERMIT R OF PIPE 1/2-ABOVE 6' VAR/ES 3"PVC GU77FR FLOW LINE INVERT PROPOSED ELEV PER PLAN SIDEWALK 4"WYE AS REQUIRED INSTALL REMOVABLE PLUG A R/W ¢ R/W R� i i I PER SIP RAO/RCp4 A JT4"REDUCER 4"P.V CURB&GUTTER PER R/VERB/DE 4;Y4�q"TE i PAD FM9SN/,pgpE 17RW CN IF ELEVAT/ON COUNTY STD. 310 I 7' 18, 1&' 7' INSTALL POLYETHYLENE PLASTC JOINT MA7ER/AL 1 1' 6' 8' 10' f0' 8' 6' 1' 1 QUICK JOINT'OR EQUAL ONT 1 3_OX 0 FIDALIAE 2"M/N. COVER I 4'FLC HPE TFN Fib1ING e a a a iPAD fZfV 1 2.0Z i s 4" ��J I TYPICAL BLOCK WALL OPEN/NG AT SWALE "* 12$ NOT TO SCALE D 2% 2% 2.0% 20% q.� SECTION A A 20$ _ PRIVATE PIPE THROUGH CURB DETAIL TYP/CAL SECT/ON 50' PR/VATE STREET S/DECAL r NOTE, �J NOT TO SCALE STD. NO. 104, SEC77ON C"—W/CURB AD/,4CENT SIDEWALK TYPICAL DRIVEWAY DETAIL REFER TO APPROVED ROUGH GRADING PLANS DELTA 1 FOR T./. = 5.5 R-VALUE= 50 NOT TO SCALE TRACT 30698. REFER TO APPROVED STREET IMPROVEMENT NTS PLANS FOR TRACT 30698. REFER TO APPROVED SEWER AND W.47ER PLAN FOR TRACT 30698. REFER TO APPROVED STORM DRAIN PLANS FOR TRACT 30698. NOTES.- 1. WALLS AND FENCES SHALL BE CONSTRUCTED PER SEPARATE PLANS AND PERMIT. 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINA7E 11'ORK/N CLOSE PROXIM17Y W17H THE UAL/TES, STRUCTURES o DRAINAGE, LANDSCAPING, ETC ENG-2022-00105 UARK ENG. DATE REVISIONS APPR DATT THESE PLANS HAVE BEEN REV/EWED FOR COMPLIANCE WITH THE PREPARED BY., SEAL APPROPRIATE COND/TONS OF DEVELOPMENT AND/OR C17Y AND STATE gOFESSi CITY OF LAKE ELS/MORE SHEET ,j o LAWS AND HAVE BEEN FOUND ACCEPTABLE �EaQotgi q� ' VENG/NEERS o CIVIL ENGINEERS"PLANNERS"SURVEYORS y m 1880 COMI-N AVENUE.SUITE 10-CORON&CA 92881-33]0"951-J34-2130 TRACT MAP NO. J0698 9 w No.64803 ME PREC/SE GRADING PLAN - SET C" of `/ cALe BENCH MARK LOTS 12-21, 4B-6B, 71-87 El ��An^`� Of� 3-9-2022 y�t.t�•et, �e. 02�03�2022 * E.P.Ex 6/s0/z3 * SHEETS EMcA R ON HABIB, R.C.E. No. 83156 DATE VICTOR A. ELIA DATE ,� �p EL-30-80 FILE No. C17Y ENGINEER P.E. No. 64803 9Tf0F�g11NN0 ELEYATON.• 1267.104 MSL DETAIL SHEET FEC17Y OF LAKE 11SINORF DATE.- 0 210 3/2 0 2 2 SEE SHEET NO. 1 FOR DEW 22-04Q CONSTRUCT/ON NOTES SEE S H E E T NO . 5 Ol MSM PRWAIE 4'SCNEOULE 40 P.VC-PM'E 0 Off A//N SLOPE OR AS SNOfi7V dY PLLY OINSTALL Y AM M' MM0I X IM OV 6'SRT-D MW AP APPROVED EGK41L. MW MPRI „�O 1 21.20 ALUUSIA/ OMSTALL PRWAIE 4'SCHEDULE 40 PVC PIPE 71MW CURB PER MM ON SHEET 3(A Off VARIES 25.52 ----- 6.3 FROM MNERT AT TG 70 CURB V 1X M/N.f. 26.90' \ W •SCNEM/LE 40 P.V.0 PIPE INTO 84CK a'SMW MW 90X AT AOT 40 M&T ,�°� 15 2 5 ORhM GARAGE FWAAV ^ 35.46 16.97'MS O TAML 3'X 11'00WRL%E MS//RV ; 2. 1 \ 1s EXLSBNG RES/MN7M MMV4Y APPROACH PER 6Y/Y OF LWE ELSIAVRE �1.64 - •.� 15 2 0 oa 7/Nv _� STA4MM 117 PER S7REET/NPROV£d/ENT PLANS 1W MOT 30698 p0 --_-1515 0A2 rG - -- �^ 08.7 - ---1510 ti� _ 29 2% l'\ - © ---- T 097 70 HP 411 96.7 s\z 0.9 TG �V - ad P3` m 19 4B4 HP r-- - 04.2/NV© PAD=15f0.00 HP ,�^�, __ 2% 2% -- © rG ,,, 'I FF 1510.67 1 h 11.4 04.2 INV I GF= 1570.00 + HP� -- }�q. 2% I T P o 97.4 ? 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HP ,�1m Y O. TG REFER TO APPROVED ROUGH GRADING PLANS DELTA 1 FOR I 90.2/NV o z `L TRACT 30698. REFER TO APPROVED STREET IMPROVEMENT :I 96.7 95.7/N l- HP f0.4/N I 2% 2%86.7 TG HP 96.4 -�m : '� _H PLANS FOR TRACT 30698. REFER TO APPROVED SEWER AND `I`II &..2/N 1 �__ H- ,I ©03.7/NV hi, -- 2 2% - ,b WATER PLAN FOR TRACT 30698. a 80.80' 64.00' 2%�`-'"" ^' °I°' '4 ry REFER TO APPROVED STORM DRAIN PLANS FOR TRACT 30698. 63.40' 08.9/NV 56.00 75.83' i NOTES: 1. WALLS AND FENCES SFI4LL BE CONSTRUCTED PER d SEPARATE PLANS AND PERM/r. 2. THE CONTRACTOR SK4LL BE RESPONSIBLE TO COORDINATE WORK IN CLOSE PROX/M/7Y WITH THE UAL/AES, STRUCTURES, ENG-2022-00105 DR4/N4CE, LANDS04P/NO ETc. �AR EIVG. DATE REVISIONS ,gPPR DATE THESE PLANS H4VE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY- SEAL I APPROPRIATE COND/AONS OF DEVELOPMENT AND/OR C17Y AND STATE RpFESS/ C17Y OF LAKE ELS/NORE SHEET 4 o LAWS AND HAVE BEEN FOUND ACCEPTABLE Q4OQQry A ENG/VEERS a RS 1880 COMMON A ENULE,ESUII 100.COwR Mq .92881-3700-11 1 -1110 TRACT M4P NO. 30698 9 N°.s+aa3 m PREC/SE GRAD/NG PLAN - 'S'ET C' of V.wc. .e.- 10 SCALE.• Z 3-9-2022 023 2022 * �P•6/30/23 * BENCH MARK.• LOTS 12-I1, 48-64 7/-87 SHEE75 RtMON HABIS R.C.E. No. 83156 D417E VICTOR A. ELIA DATE ,� C1V1` �p 1=20 Ez-30-80 LOTS 1221 FILE No. C17Y ENGINEER P.E. No. 64803 q�OFC1d1F0 ELEVAAON.• 1267.104 MSL C17Y OF LAKE ELS/NORE LAM- 0210JI2022 SEE SHEET NO.. 1 FOR DESC. 22-041 CONSTRUCT/ON MOTES SEE S H E E T N O 6 OA5M PWA7E 4'SCNEDULE 40 P.VI P/PE 0 0.5X MIN SLOPE AR AS SN01YY AV aO 1%O 131.12'2 AYSTACL NOS s'ROUND GYlAIF/50 AY 6'SPEF-D L;4NiV ORAPPRDlED EOLAIL./NSTACL Lt4S/N MPI// I ; I, -2 - - -- - �`� I I AMISIMLMS AS REOU/REO O AVS'TNLL PAWAY 4'SCNEOULE 40 P..VC P/PE 7f/ROUGH CURB PER DETAIL ON SHEET 3(20 E VARIES' m 2 "Ni N -T /10.1 rA. n+sv. FS / o N F,4W INVERT AT TO TO CURB OF IX M/N.f. 1 N �i I O5 aw CAM,FOOTING 52/ O6 AIX AV 11'6MVREIE M-W PAO 1$108.00' 1X 2%.' 16 EX/SDNC RES/OENTGIL URNfW,4YAPPR0901 PER CRY OF WE ETS/NORE Z 'I i N l /NV 31.0 STAYMP 117 PER STREET IMPROVEMENT R 4NS FAR TRACT � � �M ^� M q� I � •dsY✓Ss ryH I/ N1Z- ^� �C�iU � � 57' -�-i7. 10 PUE - n - - / 30.3/NV 5 MI h2 I MIN.�� v "�i --Ir - ---�°p`��• h= " ~2^ ^ N. 18_8 q ©� RN hZ N - _ m 7.9% q I q, 'Ja+62. I Z n� T I h= ro 61 N QI I _,6 � •N ty�11� "Z �.� �2 .q 0.4. 2 N - Nn D 1 N I 96.76" s , J - RNE B -- 15 5 ,,,�� 17 - . . 31.27/ I, 8 - FS 25 Z / i --- h 03 7 330/N 76' \ NI ¢ TG I 19. a \ °j 19 09/ a \ \ 33.0/N\ 21 V -- 17 e� v .00 o - ,I � \ HP HP lNV I / A FSV A 1 f7 14.89 �7_QS� \ -_- \ p8.1 7 6 \ 0AI 2 33.2/NV II. g 2 INV 1\ o1 © O 43^ 6 4 /N .80 7/ 9 I 3HP 87/NV 'pI s' 6C \\ 2 I GF= 1534.80 -- \ D__ 1530 57 H \\ \ I 34. 33.5/N � HP HP ^1 23.5 IN T 1 1 f529.90 0` ,) 1 I ��HP- . P 23.5 INV \ \ GF= 2 n ;,I HP �°h �I 18.9/ 1 \ pAN g 00 HP \ HP NP i 2 33.5/NV 20' 0 20' 40' D= 2• _ % Pis 1 j525� 2% 2 \ 1 SCALE 1"=20' 1 18.9/NV 1 GF= T ',2 ¢ \` 2 8'6 1NV a N N 23'7 1 2 I 4.7 P q, �I PAD=1520.50 n N n N 25' �2% 2% T a� N FF= 1521.17 of of •of ` n 7 0 20.2 y 19.9 HP� Hp 2 HP -- % 29 65.44' NOTE REFER TO APPROVED ROUGH GRADING PLANS DELTA 1 FOR TRACT 30698. REFER TO APPROVED STREET IMPROVEMENT S A PLANS FOR TRACT 30698. REFER TO APPROVED SEWER AND EE S H E E T N O 4 WATER TO A FOR TRACT 30698. REFER TO APPROVED STORM DRAIN PLANS FOR TRACT 30698. � NOTES: � f. WALLS AND FENCES SHALL BE CONSTRU07ED PER d SEPARATE PLANS AND PERM/T. 2. 7HE CONTRACTOR ShAI LL BE RESPONSIBLE TO COORDINATE WORK IN CLOSE PROX/M/7Y WITH THE U7 IMIS, STRUCTURES, o " ENG-2022-00105 DRAINAGE, LANDSCAPING, ETC. AIIARK EIVG. DATE REVISIONS ,gPPR DATE THESE PLANS HAv-'BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY- SSE4L i APPROPRIATE COND177ONS OF DEVELOPMENT AND/OR C17Y AND STATE RpFESS/ CITY OF LAKE ELS/NORE SHEEr o LAWS AND HAVE BEEN FOUND ACCEPTABLE Q`"�VoS�A ENG/VEERS a 1-COMMON AVENUE,LESUITEEE00-RRSM,R.I88�3�0�951-J34-2130 TRACT A64P NO. 30698 9 C)} `/ � W No.64803 SCALE. PRECISE 240/NG PLAN - ".SET C" OF 3-9-2022 V 02/03/2022 * P s/�h3 * BENCH MARK 1 L075 2-21, 4$-6B 71-87 SHEE75 RtMON HABIS R.C.E. No. 83156 D47E VICTOR A. ELIA DATE ? 1-20 EL-30-80 L07S 48-53, 67-88 FILE No. P.E. No. 64803 `�q OIVIV �� C17Y ENG/VEER �OFCld1F0� ELEYAAON.• >267.f04 MSL C17Y OF LAKE ELSINORE L34TE.' 0210JI2022 SEE SHEEr NO. 1 FOR DESC. 22_042 CONSTRUCTION NOTES 0 INSTALL PRIVATE 4'SCHEDULE 40 P.VC PIPE 0 0.5X MIN SLOPE M AS SHOWN ON PLAN. ,IN T� 6 achu AS ��IE,.0� SPEE-D MSIN M APPROYFO EOU4L.,NSTAU 7H MgN MP SEE SHEET lV O 7 O INSTALL PRIME 4'SCNEOULE 40 P.VC PIPE/WfiMVN CURB PER MR&aV SHEET 3(SLOPE VAA,ES 53.74 _ FROM,MERT AT TG 70 CURB®1X M/N.) O6 INSTALL X X Il'CONCRETE MM PAR �0 AS i 2% fog 16 EX,SIING RESM-MI4L OMMrAPP"OY PER CRY OF LAKE LZS/NORE 5 3 35 5.2/N 1 f ? S4000 117 PER STREET/MPROIEMENT PLANS FOR MOT MM 98 HP 2% m - ./ 3 35.1 6.2 34.6/NV o 10.9 - - 35 7G ui I HP 35 TG 6. 7�/ 50.15' 35. / 2 3• f' c a� o� ��'a 4.2 TG I a 34.6/ � 35. 33.2 2 =15J5.90 HP PAD=>536.50 35.0 � FF= f536.57 F FF= >537.17 � � h%o HP 3 7G NV zIm n GF= 1535.90 I G3. 3f.7/N iv 2.7/N n 28 2% _�' .I 35-T 350/ 1 �° 66 MAN 4RB ,7 I o y -- - HP 34.3/NV I 5' PAD=1533.00 HP ;I 1 34.4 elII 354 TG HP .2 ae 'y yFF= 15M..67 L°_- 2R 2X -- HP7 4.2 T 2 I HP p HT yA s .I GF= 1532.50 HP 35 34.9/N it � g g�' � 1 2 M. HP HP I' 64 R'AN6rrC •7 HP 9,0 �6 31.4/NV PAD=1535.00 HP 5' P7AN M. 54 �.I FF 1535.67 5 1O I amiss" 9 32.4 T 65 32.5/NV GF 1535.LX7 'I 35.6 31.4/N PA0=7534.00 6 7G HP ' FF= >534.67 334/N 5 ^ 1 GF= 1534.019 -TA5 M "J 32.7 5 33,6TG O 335 INK 34 7 35. 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TG 2 1 34.0/N 35.0 I 33I I I 1 IA 56 PLAN 35O 5.4 51 2>.1 / �r 2g 2 34.2 PAD=>535.50 2A0/NV fF= 1536.17 I 2 1 O 1 33. TG .I PAD=1534.70 33.2/NV GF= 1535.50 35 n 34.4 /NV I}kc1 34.9 1NV lag 32.1 /NV FF 1535.37 34 G 3B I' 50 1 34.7 G TI 57 qAN I'. �1 DAD=1537.17 �.Of- 7534.70 34.2/N 2 z I PAD=1536.00 I PAD=1533.70 _ FF= 1534.37 33.4 33. TG o I .9 FF 1536.67 NP i f• aa`I 3, GF= 1536.50 GF= 15M..70 HP 3. /N u s� I 7 _ NP 9 G32 6� HP _-� -. .7 TG 3.7 34.7/N 2 �cil� to o z 2�5.2 INV 1' 9 rG _ .. HP 2 --- I o_ � P 4 nIE 2% 2$ 34.2/ I HP 4 `n - _ 11° a _ HP - x --- 33.4/ o---- --- ? -- -�J4.7/N 2- -fi--fi -fi- �- - 'a^o 32 - N - -324 2N y HP 20' 0 20' 40' M -1540 22 1 35.2 1N - w s 1545 / A NOTE REFER TO APPROVED ROUGH GR4D/NG PLANS DELTA 1 FOR TRACT 30698. REFER TO APPROVED STREET IMPROVEMENT PLANS FOR TRACT 30698. REFER TO APPROVED SEWER AND WATER PLAN FOR TRACT 30698. REFER TO APPROVED STORM DRAIN PLANS FOR TRACT 30698 NOTES: � 1. WALLS AND FENCES SAI4LL BE CONSTRUCTED PER d SEPARATE PLANS AND PERM/T. 2. THE CONTRACTOR SMLL BE RESPONSIBLE TO COORDINATE WORK IN CLOSE PROXIMITY WITH THE UTTL/TTES. STRUCTURES, ENG-2022-00105 DRAINAGE, LANOSC4P/NG. ETC. MARK FIVG. DATE RfWSIONS APPR DATE THESE PLANS/LOVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY. SEAL APPROPRIATE COND/TONS OF DEVELOPMENT AND/OR C17Y AND STATE ROFESS/ CITY OF LAKE ELS/MORE SHEET 6o LAWS AND HAVE BEEN FOUND ACCEPTABLE ? A ENGINFERS a 1880 COMMON AVENUE,LESUITEEE00-RRSM,RG.92881-3705.95,7 -2130 TRACT A64P NO. 30698 9 c� I 3 No.64W3 m PRECISE GR40ING PLAN - "5ET C' OF 3-9-2022 y p 0210312022 mac•s/w/z3 SCALE. BENCH MARK.' L07S 12-21, 48-88 71-87 SHEETS Z l� RtMON HAB/B. R.C.E. No. 83156 D47E VICTOR A. ELIA DATE C1V1V 3 EL-30-80 LOTS 54-88 FILE No. C17Y ENGINEER P.E. No. 64803 q�OFCld1F0�� ELEYAAON.• 1267.104 MSL C17Y OF LAKE ELSINORE DA M- 0210JI2022 SEE SHEET NO 1 FOR DESC. 22-043 CONSTRUCT/ON NOTES OINSTALL PRIVATE 4'SCNEOULE 40 P.VC PIPE V O.SX MN,90PE OR AS S110MV aY PLAN. (D /lSTALL NOS 6'ROUND 6R47E/50 aY 6--%T--O B49/N 64 APPFOVEO EOUAL.M8•TAU BASIN MMY AA/USIMEN)S AS NEOL9RE0 O /MSM AMAZE 4'SCNEOULE 40 AV.0 PIPE INROLMd/CURB PLR DETAIL aY VET J(SLOPE YAMES F&11AWERT AT TG 70 CURB V IX 41N).. 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HP v 7 5• OB2 9 5 s 2 .9/NV 1 05.3/N ml dl 1 2 I HP 0B 2 07.1/NVu�°il 6• 1 y :1 .9 TG 2 8.7 07.7/N Ic I O8 TG •3 I I 06.3/N o o �� `}Z, I �b � I �� 1 �' ry'� NI 0� n1 ^I NI 207.7/NV 073I 2 OTG 2 .N i ��'? \ b• o_I ail 207.3/NV ^dl al i �� b 1 0 _ 5 08 31 17 I78.87 5109' - - -- - N 5043 3 1 TC', hM ro 3 .7 T *b JO 440/NV �b I ^ r ^ ----a - b----- 04.75 V 10 w� r 3 07 4 NV 77 TC 6 305.75/NV --- K +------- E 06.68 ^ ^ ^ 0 m. N�6 J 06.31 /NV - �.r o J r ^- ;.� tlb �OR/N 3 , � ' - RD C�UR T 20' D 20' 40' 1Z��\ i i p7ao .•• - SCALE 1"=20' NOTE REFER TO APPROVED ROUGH GR4D/NG PLANS DELTA 1 FOR ^/ TRACT 30698. REFER TO APPROVED STREET IMPROVEMENT S E E S H E E T /V O PLANS FOR TRACT 3069B. REFER TO APPROVED SEWER AND WATER PLAN FOR TRACT 30698. REFER TO APPROVED STORM DRAIN PLANS FOR TRACT 30698 NOTES: � 1. WALLS AND FENCES SFI4LL BE CONSTRU07ED PER d SEPARATE PLANS AND PERM/T. 2. IHE CONTRACTOR SFI4LL BE RESPONSIBLE TO COORDINATE WORK IN CLOSE PROX/M/7Y WITH THE U77L/77ES, STRUCTURES, o E N G-2022-00105 DRAINAGE, LANDSCAPING, ETC. li MAR FIVG. DATE REVISIONS ,gPPR DATE THESE PLANS/LOVE BEEN REY/EWED FOR COMPLL4NCE WITH THE PREPARED BY. SLAL C17Y OF LAKE ELS/MORE APPROPRIATE COND117ONS OF DEVELOPMENT AND/OR C17Y AND STA7E RpFESS/ SHEET 7 0 LAWS AND HAVE BEEN FOUND ACCEPTABLE Q4O?`kaF A �ENG/VEERS / a 1880 COMMON A ENULE,ES-100•COwWMq .92881-370.951-7 -2130 TRACT M4P NO. 30698 9 No.64W3 m PREC/SE GR40ING PLAN - "RFT C" OF 3-9-2022 y p 0210312022 mac•s/w/z3 2 MALE BENCH MARK, L075 12-21, 48-68, 71-87 SHEETS htMON fiAB/B, R.C.E. No. 83156 O47E VICTOR A. ELIA LATE °�. C1V1V �p EL-30-80 LOTS 71-79 FILE No. C17Y ENGINEER P.E. No. 64803 q�OFVewoh�� ELEYA770N.• f267.f04 MSL C17Y OF LAKE ELSINORE L7 M' 02/03/2022 SEE SHEET NO 1 FOR DESC. 22-044 CONSTRUCT/ON NOTES OINSTALL PRNATE 4"5010ULE 40 P.Y.0 P/PE 0 0.5Z ANN SLOPE a4 AS SNOW aV aM. O2 INSTALL NOS 6"ROUND QUY f50 aV 6"STF--0 B49N aP A-Ml2D EOLl4L./i67&Z 845YN DEPI!/ ALUUSIMEN/S AS REOU/REO O /NNTALL PRNAIE 4'SCNEa/LE 40 P.KC P/PE TNROMV CURB PER DETAIL aY SHEET 3(SLOPE MEN fRV AWT AT TO TO CURB®IX M/N.f. O6 INSTALL X X Il'CaWRE/F MSf1 PAD 16 EXLSW AfYa-NM LIMMMYARRIMO//PER Mr OF LAKE EZS/NORE STA4MW 117 PER STREET MPRO"MT&WS Fa?IWT X699 SEE SHEET /V O 7 IZA170 COURT h m -- ------ 0 3 3.96 ^ - h 5 h,� 3 TC 03.50/ J 02.6 TC 0 7 TC --- �- ---- * 4.89/N u - 7J4.,43/ �u 03.69/NV �u /NV --- * 04.95 -- -- - � I 8 T __ --.24 - - -- 7 0 -- 38. - I I m 11�160 l- --�r - --I---- 9 T 3 11 51V I `� � -� -- o I I a w l °� T AA o 8.10 23.41' � ,- �� _ � a 0. 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TG I' 1 GF=1507.70 -- 2% 05.4 FF 1506.37 9 HP I^1 s• I p7>/ 2 06.6/N 2 HP o 0.9 TC 2 HP GF=1505.70 _ PA0=150B.60 19' 5V. 2 06.4/NV 7.4 � I H6 6 2 08.6 /NV � f509.27 ' HbP o PAD=f50B.20 a 2 Of 9� 2 a90/� _ GF=750B.60 o z �- -HP /NY CAR 07.9 FF=15 ..87 I e o 059/ .I, .4 I' N PlAN 54R I II 7.5/ 2 J I;� I 08. 2 07. TG yp GF=150B.20 I .vil�2%NP 2� H 0.1 2 PAD=1509.f0 yP 07.3/NV _ HP 2% -P OB.O/ PA0=1509.50 aE 88 FF=7509.77 I _ HP,� I C a 06.9 TG 2 5.9 51.63' �° FF=15f0.17 GF=1509.f0 nz_- I 2'`52.02' ae; 1 ma`s NP L { 07. 06.4/ 50.24' f.. GF-1509.SD I z 2 8.3 TG 22% 0• o "1 .7 TO 1 7B ci -- 2% 2z HP ^ R- 07.8/NV 2OB.2/NV OHP .�-MIS NP -HPJ 74 T N s NP 2X 2% -N 51 06.9/NV_-- �.._ 0. 7 TG2� 2°�' 07.B/ 2 208 .. N Sg 02 0 61.00' a 20' O 20' 40' SCALE 1=20' s NOTE REFER TO APPROVED ROUGH GRADING PLANS DELTA 1 FOR TRACT 30698. REFER TO APPROVED STREET IMPROVEMENT PLANS FOR TRACT 30698. REFER TO APPROVED SEWER AND WATER PLAN FOR TRACT 30698. REFER TO APPROVED STORM DRAIN PLANS FOR TRACT 30698. NOTES: � 1. WALLS AND FENCES SAIALL BE CONSTRUCTED PER d SEPARATE PLANS AND PERMIT. 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK IN CLOSE PROXIMITY WITH THE UAL/AES, STRUCTURES, " E N G 2022-00105 DRAINAGE, LANDSCAPING, ETC. MAR FIVG. DATE REVISIONS AIDPR DATE THESE PLANS/A4VE BEEN REVIEWED FOR COMPLL4NCE WITH THE PREPARED BY. SEAL APPROPRMIF COND/AONS OF DEVELOPMENT AND/OR C17Y AND STATE RpFESS/ CITY OF LAKE ELS/MORE SHEET 8 0 LAWS AND HAVE BEEN FOUND ACCEPTABLE IQ4) ci,A 4 off/vpENG/VEERS a CIVIL ENGINEERS 281-3018 COMMON ANUE,SITE101WRONA,G.987.951-7 2130 TRACT M4P NO. 30698 9 W No.64W3 m PREC/SE GRADING PLAN - "5ET C" OF OI 3-9-2022 V ,;,e„ 1 1 SCALE.• BENCH MARK., LOTS 12-21, 48-88, 71-87 Z Q2 Q,j 2Q22 * ExP•6/30/23 * SHEETS RtMON HAB/B° R.C.E. No. 83156 DATE VICTOR A. ELIA DATE P 1-20 EZ-30-80 LOTS 80-87 FILE No. P.E. No. 64803 `�q OIVIV �� CITY ENG/VEER �OFCld1F0� ELEYAAON.• 1267104 MSL CITY OF LAKE ELS/NORE DATE.' 02/03/2022 SEE SHEET NO. I FOR DESC. 22-045 EROSION CONTROL NOTES.• NPDES / STORM WATER POLLUTION NOTES.• NPDES / STORM WATER POLLUTION NOTES �CONT.): TRACT SOUIVDARY 1. ALL EROSION CONTROL PLANS SHALL BE/N ACCORDANCE WITH 1. FOR PROJECTS THAT REQUIRE COVERAGE UNDER THE GENERAL 14. STOCKPILES OF SOIL SHALL BE PROPERLY SECURED WITH BMPS N0'41'02Y 131e.40' CITY OF LAKE ELS/NORE ORDINANCE NOS. 529, 772, 1237 1004, CONSTRUCT/ON PERMIT, THE PROPERTY OWNER /S RESPONS/BLE FOR TO ELIMINATE OR REDUCE SEDIMENT TRANSPORT FROM THE SITE TO CONSTRUCT/ON SITE BEST MANAGEMENT PRACTICES (BMP S), AND ENSURING THAT A QUALIFIED SWPPP PRACTITIONER (QSP)AND STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES. O O STANDARDS OUTLINED WITHIN THE LAKE ELS/NORE DESIGN MANUAL. QUALIFIED SWPPP DEVELOPER (QSD) IMPLEMENT AND MAINTAIN THE O SWPPP APPROVED, PRE QUALIFIED BMPS FROM THE CALIFORNIA 15. STOCKPILES D SOIL SHALL BE PROPERLY CONTAINED TO O gO Og Og O 0 O 2. THE DEVELOPER/CONTRACTOR /S RESPONS/BLE FOR ANY STORM WATER OUAL/TY ASSOC/AT/ON (CASQA) HANDBOOK/WEBS/TE FOR ELIMINATE OR REDUCE SEDIMENT TRANSPORT FROM THE SITE TO O O DISCHARGES BY SUBCONTRACTORS. CONSTRUCT/ON TO RETAIN SEDIMENTS AND POLLUTANTS OF CONCERN STREETS DRAINAGE FACILITIES AC ADJACENT PERIOD/F VIA RUNOFF, FROM AREAS DISTURBED ONS/TE TO THE MAX/MUM EXTENT VEHICLE TRACKING OR W/ND. INACTIVE FOR APER/OD OF 14 DAYS OR O - --- --- 3. /N CASE OF EMERGENCY, CALL LARRY L/EBEL AT 951-258-4890. PRACT/CABLE DURING ANY PHASE OF CONSTRUCT/ON OPERATIONS. FOR MORE SHALL BE COVERED,- ACTIVE STOCKPILES SHALL BE COVERED STORK COURT O- 2 O ALL OTHER PRO✓ECTS, THE PROPERTY OWNER /S RESPONS/BLE FOR PR/OR TO A FORECASTED RAIN. _ ______ _ 4. DEVICES TO REDUCE EROSION DAMAGE SHALL NOT BE PLACED ENSURING THAT BMPS FOR CONSTRUCT/ON ARE IMPLEMENTED TO 2 NP MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE QUALIFIED RETAIN SEDIMENTS AND POLLUTANTS OF CONCERN FROM AREAS 16. FOR PRO✓ECT REQUIRING COVERAGE UNDER THE CONSTRUCT/ON SWPPP DEVELOPER, CITY ENG/NEER, OR /N AN EMERGENCY, BY THE GENERAL PERMIT, SPEC/AL ATTENT/ON SHALL BE GIVEN TO g O O O 0 O DISTURBED ONS/TE TO THE MAX/MUM EXTENT PRACT/CABLE. THE PERSON RESPONSIBLE FOR GRADING OPERATIONS. T/ON AND INSTAL T/ON OF THE RAIN ECENT ACT/ON PLAN EROSION CONTROL MEASURES DICTATED BY FIELD CONDITIONS TO PREPARA / (REAP) AS REQU IRED BASED ON SITE RISK LEVEL OR AS MANDATED O O I PREVENT ERGS/ON AND OR THE INTRODUCTION OF POLLUTANTS INTO (R O 5. AREAS THAT ARE CLEARED AND GRADED SHALL BE LIMITED TO BY THE SANTA ANA REGIONAL BOARD NPDES PERM/T, GENERAL A PUBLIC STREETS AND/OR ONTO ADJACENT PROPERTIES ONLY THE PORT/ON OF THE SITE THAT/S NECES.S,4RY FOR EXISTINGPERMIT - CONSTRUCT/ON ACTIVITIES. 1. i CONSTRUCT/ON. THE CONSTRUCT/ON SITE SHALL BE MANAGED TO DURING ANY PHASE OF CONSTRUCT/ON. Q M/N/M/ZE THE EXPOSURE TIME OF DISTURBED SOIL AREAS THROUGH 17. AT THE END OF EACH DAY OF CONSTRUCT/ON ACTIV/TY, ALL O PHASING AND SCHEDULING OF GRADING AND THE USE OF TEMPORARY 2 FOR PRO✓ECTS THAT REQUIRE COVERAGE UNDER THE GENERAL CONSTRUCT/ON DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED ---- AND PERMANENT SOIL STAB/LIZAT/ON. CONSTRUCT/ON PERM/T, THE STORM WATER POLLUTION PREVENT/ON AND PROPERLY DISPOSED OF/N COVERED TRASH OR COVERED PLAN (SWPPP) SHALL BE KEPT ON-SITE AND MADE AVAILABLE UPON RECYCLE BINS. 0 O O g k 6. ONCE DISTURBED, GRADED SLOPES EXCEEDING A 3.1 RAT/ON REQUEST OF A REPRESENTATIVE OF THE REGIONAL WATER QUAL17Y J AND/OR TEN (10) FEET/N HEIGHT(TEMPORARY OR PERMANENT) CONTROL BOARD (RWQCB) - SANTA ANA REG/ON AND/OR THE C17Y 18. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENT/ON _ n Ql SHALL T STABILIZED -4 THEY WILL NOT BE WORKED TA91LI 7 DAYS 3. CONSTRUCT/ON SITES SHALL BE MA/NTAINFO /N SUCH A CONDITION ELIMINATION SYSTEM (NPDES) PERMIT TO REGULATE MUNICIPAL AND /zARD/COURT" __ Z O ' H/LLB/ORE OF LAKE ELSINORE. EL S�/� DURING THE STORM SEASON, ALL SLOPES SHALL BE STAB/L/ZED 24 INDUSTRIAL STORM WATER DISCHARGES RD HOURS PR/OR TO A PREDICTED STORM EVENT. CONSTRUCT/ON SITES �� LI SHALL BE REVEGETATED AS EARLY AS FEAS/BLE AFTER SOIL THAT TANANTICIPATED OFF A TATED E. DIS CHARGES OF NOTCARRY MATERIAL OTHER THAN WASTES NPDES WD/D R 33CJ92137 DATE ISSUED: NOV. 25, 2020. g DISTURBANCE AND WITHIN 7-DAYS OF COMPLETION. POLLUTANTS WATER (NON-STORM WATER) ARE PROHIBITED EXCEPT AS O»A» O 19. THE UNDERSIGNED CIVIL ENG/NEER, A QUAL/FIFO QSP AND/OR Q O 7. FILL SLOPES AT THE TRACT PER/METER MUST DRAIN AWAY FROM AUTHOR/ZED BY AN INDIVIDUAL NPDES PERMIT UNDER THE STATEWIDE 05D WILL REVIEW PLACEMENT OF EROSION CONTROL AND INSURE SEE P� O N S�- THE TOP OF THE SLOPE AT THE CONCLUSION OF EACH WORKING DAY. GENERAL PERMIT - CONSTRUCT/ON ACTIVITY. „ THAT WORK/S /N ACCORDANCE WITH THE APPROVED PLANS. 8. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE SIGNS 4. POTENT/AL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO. SOLID POSTED ON THE SITE TO WARN AGAINST PUBLIC TRESPASS INTO OR LIQUID CHEMICAL SPILLS- WASTES FROM PAINTS, STAINS, SEALANTS, 2/17/2022 O O L O o AREAS WHERE WATER /S IMPOUNDED. SOLVENTS, DETERGENTS, GLUES, LIME, PEST/C/DES, HERB/C/DES, ✓OD/MENARD CONSULTANT DATE 0 FERT/L/ZERS, WOOD PRESERVATIVES, AND ASBESTOS FIBERS, PAINT QSD CERT. ZOO902 9. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS FLAKES OR STUCCO FRAGMENTS- FUELS, OILS LUBR/CANTS, AND PHONE Z(951)704-6165 APPROVED BY THE C17Y ENGINEER. HYDRAULIC, RADIATOR OR BATTERY FLUIDS- CONCRETE AND RELATED CUTTING OR CURING RESIDUE-5- FLOATABLE WASTES- WASTES FROM INDEX MAP 10. PLACEMENT OF DEVICES TO REDUCE EROSION DAMAGE WITH/Al THE ENG/NE/EQU/PMENT STEAM CLEANING OR CHEMICAL DEGREASING; EROSION CONTROL CONSTRUCTION NOTES- DEVELOPMENT SHALL BE SHOWN ON THE APPROVED PLAN. WASTES FROM STREET CLEANING- AND SUPER-CHLORINATED POTABLE SCALE- 1"=100' WATER FROM LINE FLUSHING AND TESTING. DURING CONSTRUCT/ON 1 INSTALL INLET PROTECT/ON PER DETAIL HEREON 2 EA. 11. DES/LTING FAC/L/T/ES AT ALL DRAINAGE INLETS FOR THE GRADED DISPOSAL OF SUCH MATERIALS SHOULD OCCUR /N A SPEC/F/ED AND ❑ SITE SHALL BE DESIGNED FOR A TWENTY-FIVE(25) YEAR, S/X (6) CONTROLLED TEMPORARY AREA ON-SITE PHYSICALLY SEPARATED FROM HOUR STORM INTENSITY. THEY MUST BE DETAILED ON THE PLANS. POTENTIAL STORM WATER RUNOFF, WITH ULT/MATE DISPOSAL /N 2❑ INSTALL S/LT FENCE PER DETAIL HEREON 3251 L.F. DESIGN AND SPEC/F/C RECOMMENDATIONS SHALL BE SUBMITTED FOR ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS. THE FOLLOWING: ❑3 INSTALL STABILIZED ENTRANCE PER DETAIL HEREON 1 E.A. A) DES/LTING BASIN VOLUME BASED ON GRAD/ENT AND NATURE OF 5. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE 100' D /oo' 200' 300' SOILS. CONTAINED AT CONSTRUCT/ON SITE AND MUST NOT BE DISCHARGED ® PERFORM STREET SWEEPING AND VACUUMING PER CASQA SE-7 AS B) THE EXTENT OF ALL GRADED AREAS AND IDENTIFICATION OF ANY TO RECE/VINO WATERS OR THE LOCAL STORM DRAIN SYSTEM. DIRECTED BY CITY INSPECTOR. (TYP.) SO4LE/N FEET TEMPORARY SOIL STAB/L/ZAT/ON MEASURES. 6. APPROPRIATE BMPS FOR CONSTRUCT/ON-RELATED MATERIALS, C) SIZE OF DES/LT/NG BASIN OUTLET PIPE AND OVERFLOW WASTES, SPILLS OR RESIDUES SHALL BE IMPLEMENTED TO ELIMINATE D) DIKE REQUIREMENTS. SHOW MIN/MUM WALL WIDTH, SLOPE OF OR REDUCE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE EROSION CONTROL LEGEND: WALLS, PERCENT COMPACT/ON, ETC. FACILITIES OR ADJOINING PROPERTIES BY WIND OR RUNOFF. E) OUTLET CONDITIONS FROM THE DES/LT/NG BASIN SHALL NOT EXCEED DOWNSTREAM LIM/TATIONS, WITH THE EXCEPT/ON OF 7 MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABL/SHED. SILT FENGE OVERFLOW, WHICH /S TO BE DESIGNED TO PROVIDE CAPAC/TY OF FUEL TANK, PORTABLE TO/LETS, LIQUIDS, GELS AND POWDERS SHALL 1.5 TIMES THE MAX/MUM DESIGN FLOW. HAVE SECONDARY CONTAINMENT AND BE STORED AWAY FROM ALL - - - - MCT BOUNDARr 12. NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND AT PR/VATE/PUSL/C STORM WATER CONVEYANCE SYSTEMS, SIDEWALKS, 3, 3, INLET PIPE CONVEN/ENT LOCATIONS TO FACILITATE RAPID CONSTRUCT/ON OF RIGHTS-OF-WAYS AND FLOW-LINES. ------------- SE FIBER ROLL TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL A NS- VEHICLE STORAGE AND MAINTENANCE 8. ALL PORTABLE MIXERS SHALL HAVE PLASITC LINERS UNDERNEATH A MEASURES WHEN A 50X CHANCE OR GREATER OF RAIN WITHIN A 48 r h HOUR PER/OD /S FORECAST FOR LAKE ELS/NORE BY THE NATIONAL WITH GRAVEL BAGS PLACES ON THE DOWN-HILL SIDE OF THE LINERS TO MINAC OR 0A REQU/RED TO CONTAIN DISCHARGES TO ACCOMODATE C WV-8 CONCRETE WASHOUT MANAGEMENT OCEANIC AND ATMOSPHERIC AGENCY(NOAA). SEC77ON A"- A" AN77CIPATED TRAFFIC, 3"MIN. OPENING BETWEEN L Kra Q 9. CONTROLLED STREET WASHING WILL ONLY BE ALLOWED PR/OR TO 84GS ON TOP ROW A o *- A" RAVEL 840S WHICHEVER/S GREATER. M WM-1&2 MA7ERIAL USEAND STORAGE 13. BMPS SHALL BE MAINTAINED AND INSPECTED DAILY TO MINIMIZE THE APPL/CAT/ON OF ASPHALT SEAL COATS AND ONLY WHEN ALL AND/OR PREVENT THE ENTRAINMENT OF SOIL /N RUNOFF FROM PERT/NENT DRAINAGE INLETS ARE PROTECTED. n INLET PROTECT/ON (CASQA SE-10) I "A SE STORM DRAIN INLET PROIE077ON D/STURBED SOIL AREAS ON CONSTRUCT/ON SITES. ALL REMOVABLE PROTECTIVE EROS/ON CONTROL DEVICES SHOWN SHALL BE/N PLACE 10. ALL CONSTRUCT/ON CONTRACTORS AND SUBCONTRACTOR y EC- &4 HYDRAULIC MULCH/HYDROSEEDING AT THE END OF EACH WORKING DAY WHEN THE FOUR (4) DAY RAIN PERSONNEL ARE TO BE MADE AWARE OF THE REQUIRED BMPS AND PROBABILITY FORECAST EXCEEDS FORTY PERCENT(409). GOOD HOUSEKEEP/NG MEASURES FOR THE PROJECT SITE AND ANY � �% SE FIBER ROLL ASSOCIATED CONSTRUCT/ON STAGING AREAS 10 GA. WIRE 2'X 2"NO. 14. AFTER A RAINSTORM, ALL PROJECT GENERATED SILT AND DEBRIS T/ES 3 EA. W SHALL BE REMOVED FROM CHECK BERMS, ONS/TE PUBLIC DRAINS 11. DISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY E TC-1 STAB/L/ZED CONS7RUC770N ENTRANCE AND PIPES, DRAINS AND P/PES OF ADJACENT PROPERTIES AND LE-WATERING GROUNDWATER THAT HAS INFILTRATED INTO THE FABRIC 50'MIN. GR4VE[BAGS DES/LTING BASINS AND THE BASINS PUMPED DRY. ANY GRADED CONSTRUCT/ON SITE/S PROH/B/TED. DISCHARGING NON-CONTAMINATED SLOPE BMPS DAMAGED DURING A RAINSTORM SHALL ALSO BE GROUNDWATER PRODUCED BY DE-WATERING ACTIVITIES MAY REQUIRE A 4 = OR FOUR 77MES THE CIRCUMFERENCE OF IMMEDIATELY REPA/RED. FA/LURE TO PROVIDE EFFECT/VE MAINTENANCE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM NPDES THE LARGEST C RE47F C7/ON VEHICLE ARE, ( ) IWOVEN FABRIC WHICHEVER/S GREATER \ MAY RESULT/N PENALT/ES. PERMIT FROM THE REG/ONAL WATER OVAL/TY CONTROL BOARD. /S AMOCO 1380 � o SILT STOP W ANCHOR FABRIC CRUSHED AGGREGATE GRE47ER THAN 3" 9 15. DISCHARGING OF CONTAMINATED SOILS VIA SURFACE EROSION /S 12. STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER ANY PAD BUT SMALLER THAN 6" CORRUGATED STEEL PANELS PROH/B/TED. SLOPES WITHOUT PERMANENT DOWN DRAINS INSTALLED. EROSION AND w SEDIMENT CONTROLS INCLUDING MAINTENANCE ARE REQU/RED ON ALL =III ORIGINAL NOTE GRADE REFER TO APPROVED ROUGH GRADING PLANS DELTA 1 FOR 16. CONSTRUCT/ON ACCESS POINTS SHALL BE STABILIZED WITH A EXPOSED SLOPES UNTIL SUFF/C/ENT PERMANENT LANDSCAPING HAS IR4CT 30698. REFER TO APPROVED STREET IMPROVEMENT COMB/NAT/ON OF ROCK AND SHAKE PLATES YEAR-ROUND TO BEEN ESTABL/SHED. IOOK SLOPE PROTECT/ON MUST BE/N PLACE clllll = =11111 \ -J PLANS FOR 7RACT J0698. REFER TO APPROVED SEWER AND 12"MIN. UNLESS OTHERWISE f7L7ER FABRIC a PREVENT TRACK-OUT. ROUT/NE STREET SWEEP/NG SHALL BE PR/OR TO THE ISSUANCE OF THE FINAL CERTIFICATE OF OCCUPANCY. EXIST. OR II, �11=11111 SPEC/PIED BY A SOILS ENGINEER WAFER PLAN FOR TRACT 3069B. PERFORMED ON ALL PAVED STREETS WHERE TRACKING /S OBSERVED. PROPOSED 6"SQ. SECAON A'- A' REFER TO APPROVED STORM DRAIN PLANS FOR 777ACT 30698. U VACUUM SWEEPERS SHALL BE USED WHEN STREET SWEEPING 13. VEGETAT/ON CLEARING AND BRUSHING ACT/V/T/ES SHALL NOT BE FRONT VIEW GROUND SIDE V/EW NTS NOTES. BECOMES INEFFECTIVE. INITIATED DURING THE WET SEASON ON ANY SITES WHICH ARE NOT w ADEQUATELY PROTECTED WITH DES/LT/NG BASINS OR OTHER S/L T FE/VCE 1. WALLS AND FENCES SHALL BE CONSTRUCTED PER TEMPORARY DRAINAGE OR CONTROL MEASURES. n 13 STASIZ IZED CONSTRUCTION ACCESS DETAIL SEPARATE PLANS AND PERM/T. 2. THE CONTRACTOR SHALL BE RESPONS/BLE TO CDORD/NATE N.T.S. N.T.S. WORK IN CLOSE PROXIMITY WITH THE UALIAE3 STRU07URES, ENG-2022-00105 DRAINAGE, LAN C.DSCAPING, ET MARK ENG. DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLl"OE WITH 7HE PREPARED BY. SEAL i APPROPRM7E COND117ONS OF DEVELOPMENT AND/OR C17Y AND STATE R^FESSz CITY OF L,4KE ELS/NORE SHEET 9 0 LAWS AND HAVE BEEN FOUND ACCEPTABLE CEO;ttl1 q ENG/NEERS o ti q CML ENGINEERS"CORONA, CA,9 URVEYONS 881-3370 TRACT MAP NO. 30698 1880 COAIPTON AVENUE.SURE IOO CORONA CA.92881E}3J0"951-J}a-21}0 n / I w N`64803 m SCALE PRECISE GRADING PLAN - "SET C" OF J Q'� �}(/� 3-9-2022 Vic. oc ,:.a. 02/03/2022 * D•6/30/23 * 1-100' BENCH MARK.• LOTS 12-21, 48-68, 71-87 SHEE75 MON HABIB, R.C.E. No. 83156 DATE VICTOR A. ELIA DATE ,�. C1V1� ��v EL-30-BO F/LE No. Gi C17Y ENG/NEER P.E. No. 64803 '4Tf�F FpP ELEVA77ON.• 1267.104 MSL C17Y OF LAKE ELSINORE DATE 02/03/2022 SEE SHEET NO. 1 FOR DESC 1 EROSION CONTROL RMN 1 22-046