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HomeMy WebLinkAboutEGPC-2021-0015 PGP PLAN NO 21-295-21-304 PRAFC14SE GRADING PLAN VICINITY MAP GENERAL NOTES. CRIMSON HILL 8 TRA CT NO. 30698 �* 7. ALL WORK SHALL BE DONE/N ACCORDANCE WITH THE CITY'OF LAKE ELSINORE MUN/C/PAL CODE, CHAPTER 15.7E AND APPLICABLE STANDARDS AND SPECIFICATIONS L OTS 37-47. 69 70 88 96. /A 240. 128 ISOPROJEC ITE ANO THE LATEST EO/T/ON OF THE UN/FORM BU/LO/NG CODE(U.B.C.), CHAPTER 33. SET � � � � � � �2. A PERM/T SHALL BE OBTAINED FROM THE ENG/NEERNG DEPARTMENT, CITY OF LAKEJ ELSINORE- PR/OR TO ANY OPERATIONS wNE 0617YOFLAKEELSO'll') ORE. CALIFORNIA 3. THE DEVELOPER AND OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.SA. ALERT 1-800-422-4133) FORTY-E/GHT(48) HOURS PR/OR TO GRADING. H 4. THE CONTRACTOR SHALL NOTIFY THE C/TY ENGINEERING DEPARTMENT AT LEAST a TWENTY-FOUR (24) HOURS IN ADVANCE OF BEGINNING GRADING OPERATIONS. J 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE GENERAL NOTES (CONTINUED)• OWNER/APPL/CANT SOILS ENG/NEER.• CITY ENG/NEER. 15 �» 25.EROSION CONTROL.- ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE KB HOME GEOTEK, INC. RW 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 jpA " OTHERWISE APPROVED, AND SHALL BE SHOWN ON THE PLAN. CENTER. SLOPES OVER FIFTEEN FEET(15) IN VERTICAL HE/GHT, 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 COMB/HAT/ON THEREOF. SHRUBS SHALL BE PLANTED AT TEN FEET(10) ON CONTACT- ALIEN BARREIT CONTACT- ROBERT RUSSELL PAGE 836, 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- COMB/NATIONS FIFTEEN FEET THAN 90-3 RELATIVE COMPACTION OUT TO THE FIN/SHED SURFACE. (15) ON CENTER. SLOPES OVER THREE FEET(3) /N VERTICAL HEIGHT SHALL BASIS OF SEARING SHEET INDEX HAVE PERMANENT IRRIGATION SYSTEMS WITH 84CKFLOW PREVENT/ON 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 TH/5 SURVEY/S THE CAL/FORK/A STATE PLANE COORDINATE SYSTEM, NAD 83(NSR52011), ZONE 5(EPOCH 2O10.00)BASED LOCALLY ON CONTROL SHEET 1..............................................................................TITLE SHEET MOD/PIED FIVE(5) LAYER A.S.T.M. D-1557-70 TEST METHOD. 26.APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST STA77ONS IMFP; ei[L;AND SBCC"ALL DISTANCES SHOWN ARE GROUND D/STANCES, UNLESS SHEET 2..........................................INDEX, LEGEND, TYPICAL SECTIONS BE USED TO PROTECT ADJOINING PROPERT/ES DURING THE GRADING PROJECT. SPEC/PIED OTHERMSE. GRID DISTANCES MAY BE OBTAINED BY MULTIPLYING THE GROUND DISTANCES9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, SCARIFIED, AND BY AN AVERAGE COMB/NATION FACTOR OF 0.99991273 SHEET 3............................................................................DETAIL SHEET INSPECTED BY THE GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY SHEET 4-9...................................................PREC/SE GRADING SHEETS PR/OR TO THE PLACING OF FILL. 27.APPROVED ERGS/ON PREVENTIVE DEVICES SHALL BE PROVIDED AND NTA/NED SOILS ENGINEER:DURLNG THE RA/NY SEASON AND SHALL BE/N PLACE AT THE END OFF EACH SHEET 10........................................................EROS/ON CONTROL PLAN 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL DAYS WORK. THESE GRADING PLANS HAVE BEEN REV/EWED BY THE UNDERSIGNED AND FOUND PREPARAT/ON OF GROUND IS APPROVED BY THE SOILS ENGINEER. TO BE/N CONFORMANCE WITH THE RECOMMENDATIONS AND SPEC/FICAT/ONS UTILITY NOTf-5 28.ALL WORK SHALL CONFORM TO THE 017Y AND STATE CONSTRUCT/ON SAFETY OUTLINED IN THE SOILS AND GEOLOGICAL RECONNAISSANCE REPORT PREPARED 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS ORDERS FOR THIS DEVELOPMENT. WATER.- ELS/NORE VALLEY MUNICIPAL WATER DISTRICT THAN 1Y"PER FOOT FOR A MIN/MUM OF THREE(3) FEET, THEN IX (MIN/MUM) TO 31315 CHANEY STREET FLOW LINE-OF EARTH SHALE. 29.THE LOCATION AND PROTECT/ON OF ALL UT/L/TIES /S THE RESPONSIBILITY OF THE LAKE ELSINORE, CA. 92531 PERM/TTEE. 1661�1;e__ 09/01/2021 (951) 674-3146 12. MIN/MUM BUILDING PAD AND DRAINAGE SHALE SLOPE SHALL BE 1$IF CUT OR FILL ROBERT R. RUSSELL PR/NC/PAL ENG/NEER DATE SERER. ELSINORE VALLEY MUNICIPAL WATER D/SIR/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 JOB SITE AT ALL TIME GE-204E TEN FEET(10). DRAINAGE SWALES SHALL BE-A M/N/MUM OF 0.5'DEEP AND EXP.- 12131122 31315 CHANEY STREET 31. SANITARY FACILITIES SHALL BE MA/NTA/NED ON THE SITE FROM BEGINNING TO , LAKE ELSINORE, CA. 92331 SLOPES. CONSTRUCTED A MINIMUM OF TWO FEET(2� FROM THE TOP OF CUT OR FILL COMPLET/ON OF GRADING OPERATION ENGINEER S NOTICE (951) 674-3146 13. PROVIDE 5'W/DE BY THIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE GAS.• SOUTHERN CALIFORNIA GAS CO. SLOPES OVER 5'H/GH FOR ALL SLOPES IN EXCESS OF THREE(3) FEET VERTICAL HEIGHT WITHIN NINETY RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF 1981 W. LUGON/A AVENUE (90) DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE/N CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REDLANDS, CA 92374 ACCORDANCE WITH CITY OF LAKE ELSINORE GRADING ORDINANCE NO. 882 PR/OR REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT SE L/M/TED TO NORMAL (909) 335-7828 74. PROVIDE A BROW DITCH, DESIGNED TO HANDLE ONE HUNDRED (100) YEAR STORM TO THE APPROVAL OF FINAL INSPECT/ON. WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE FLOWS ALONG THE TOP OF CUT SLOPES. PHONE. VER/ZON F/OS OWNER AND ENGINEER HARLESS FROM ANY AND ALL L14SIL/7Y, REAL OR ALLEGED, 40710 CALIFORNIA OAKS ROAD 15. NO OBSTRUCT/ON 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 EXCEPTING MURR/ETA, CA 92562 PERM/TIED. HIMSELF WITH THE SITE AND BE SOLELY RESPONS/BLE FOR ANY DAMAGE TO FOR L14SIL17Y 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 RETA/NED BY THE DEVELOPER, TO SUPERVISE GRADING WHETHER OR NOT SUCH FAC/L/T/ES ARE SHOWN ON THESE PLANS. ELECTRIC.•SO. CAL. ED/SON CO. AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REOU/REMENTs' 2. ALL UNDERGROUND UTILITIES' OR STRUCTURE; REPORTED OR FOUND ON PUBLIC 26100 MEN/FEE ROAD (SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF THE SOIL. 34. THE DESIGN ENGINEER SHALL PROVIDE A MIN/MUM OF ONE(1) BLUE TOP PER RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE ROMOLAND, CA. 92585 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 LIASIL17Y AND HOLD THE ENG/NEERE HARMLESS (951) 820-5498 COMPACT/ON REPORT BY A SOILS ENG/NEER SHALL BE 35. APPROXIMATE DATE OF.SUBMITTED TO THE BUILDING FOR ANY DAMAGES RESULTING FROM THE EX/STNECE OF UNDERGROUND UTILITIES AND ENGINEERING DEPARTMENTS PR/OR TO ISSUANCE OF BUILDING PERMITS BEGINNING OPERATION- DECEMBER 1, 2020 OR STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS, OR THOSE F/RE.• RIVERS/DE COUNTY FIRE-DEPARTMENT COMPLETION- DECEMBER 31, 2023 CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCATIONS. THE 4080 LEMON STREET., 2N9 FLOOR 18. THE SOILS ENGINEERING INVEST/GAT/ON.- GEOTECHN/CAL UPDATE REPORT, 151 LOTS CONTRACTOR/S REQU/RED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT RIVERSIDE, CA. 92502 COMPRISING OF TRACT 30698, CRIMSON HILLS DEVELOPMENT DATED DECEMBER 9, 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAX/MUM DIMENSION GREATER THE UTILITIES' OR STRUCTURES SHOWN AND ANY OTHER FOUND AT THE ST/E. /T (951) 955-4777 2020 PREPARED BY GE07EK, INC. SHALL BE CONS/DERED A PART OF THIS THAN THREE INCHES (-T) WILL BE PLACED /N FILLS WITHIN ROADBED AREAS OR SHALL BE THE CONTRACTOR'S RESPONS/B/L/TY TO NOTIFY THE OWNERS OF ALL CABLE. TIME WARNER CABLE GRADING PLAN AND SHALL BE/N COMPLIANCE. THREE FEET(3) OF GRADES, UN LE THE LOCATION, MATER/ALE, . UTILITIES OR STRUCTURES' CONCERNED BEFORE STARTING WORK. 53017 CRESS1DA STREET DISPOSAL METHODS ARE RE 5P SPEC/F/CALLY APPROVED BY THE SOILS ENGINEER. 19. A REG/STEREO CIVIL ENG/NEER OR LICENSED LAND SURVEYOR SHALL SUBMIT LAKE ELS/NORE, CA 92532 CERTIFICATION OF BUILDING PAD ELEVATIONWHERE 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 (888) 211-1546 REQU/RED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. /F INSPECT/ON BEFORE APPROVAL. LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS ALL AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE/S RE-OU/RED, THE CHANGES TO THESE PLANS MUST BE/N WRITING AND MUST BE APPROVED BY EST/MATED EARTHWORK QUANTITIES ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 38.. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE THE PREPARER OF THESE PLANS 20.ALL PROPERTY CORNERS SHALL BE CLEARLY DEL IDEATED /N THE FIELD PR/OR TO APPROVED BY THE BUILDING DEPARTMENT. 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. ON-SITE EARTHWORK QUANTIT/ES COMMENCEMENT OF ANY CONSTRUCT/ON/GRADING. 39. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENT/ON EL/M/NAT/ON SYSTEM CONTRACTORS SHALL BE RESPONSIBLE FOR VERT Y/NG ALL OVAN77T/ES PR/OR TO GRADING SUMMARY CUT(C.Y.) FILL (C.Y.) (NODES) PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER BIDDING FOR CONSTRUCT/ON RAW QUANT/T/ES 1200 O 21.STAB/L/TY CALCULATIONS WITH A SAFETY FACTOR OF AT LEAST 1.5 SHALL BE DISCHARGES. SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS NPDES WD/D R 33CJ92137 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 40. BUILDING EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS NO BENCH MARK NO. EL-30-80 ELEV = 1267.104 MSL (NAND BB) NOTE. THE ABOVE QUANT/T/ES HAVE BEEN EST/MATED BY THE ° 22.A FINAL COMPACT/ON REPORT WILL BE REQU/RED FOR ALL FILLS GREATER THAN ONE BUILDINGS OR WALLS SHALL BE WITHIN T EASEMENT EXPENSE- 0.FROM THE INTERSECTION OF RIVERS/DE DRIVE AND JOY STREET, SOUTHEASTERLY ENGINEER FOR PERMIT PURPOSES ONLY./ THE CONTRACTOR SHALL TEMPORARY ALONG JOY 15 M/LES, 18 FEET NORTHEASTERLY OF CENTERLINE OF JOY, 10 FEET DETERM/NE HIS OWN QUANT/TIES AND HE/S SOLEL Y RESPONS/BLE (1) FOOT. IMPROVEMENTS ARE SUBJECT TO REMOVAL AT OWNERS EXPENSE. SOUTHWESTERL Y OF A CHAIN LINK FENCE, 71 FEET SOUTHEASTERL Y OF P.P. NO. FOR DETERMINING THE AMOUNT AND COST OF IMPORT/EXPORT \ 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. AND OTHER GRADING QUANT/T/ES FOR THIS PROJECT. o BE CLEARED, KEYED AND BENCHED INTO FIRM NATURAL SO/L FOR FULL SUPPORT. BEING A SUBDIVISION OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER, WOMP SUP TABLE SOURCE OF IMPORT MATERIAL FOR SITE SHALL BE/DENT/FLED PREPARATION SHALL BE APPROVED BY A REG/STEREO SOILS ENGINEER PR/OR TO AND THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST PR/OR TO ISSUANCE OF GRADING PERM/T. PLACEMENT OF FILL MATERIAL. SLOPES' GREATER THAN 5.•1 ARE REOU/RED TO BE coasrRucrED SvowN gMP PERMANENT/ KEYED AND BENCHED. OUARTER OF SECT/ON 29, /N TOWNSHIP 5 SOUTH, RANGE 4 WEST, OF THE 54N ggs/N PER PLAN ON SHEET rypE TEMPORARY SERNARD/NO MER/D/AN, ACCORDING TO THE OFFICIAL PLAT THEREOF SET NUMBER - 24.THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING 17-118 RGP 64 OF II EXTENDED DETENTION B4S/N PERMANENT STAGES• BACKWATER VALVE LOCATIONS REFER TO APPROVED ROUGH GRADING PLANS DELTA 1 FOR m A. UPON COMPLETION OF CLEARING AND DURING EXCAVAT/ON AND BEFORE TRACT J0698. REFER r0 APPROVED STREET IMPROVEMENT BACKFTLL OF ALLUVIAL, COLLUIIAL AND TERRACED AREAS AND ANY LOTS- 40-43, 45-47 88, 90-92, 94-95, 122-12J 131-135, 146 PLANS FOR TRACT 30698. REFER TO APPROVED SEWER AND WATER PLAN FOR TRACT J0698. SUBSTRUCTURES. REFER TO APPROVED STORM DR4/N PLANS FOR TRACT 30698. B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACT/ON, BENCHING AND FILLING OPERATIONS. NOTES.• C. DURING /NSTALLA77ON OF BUTTRESS AND CANYON SUB-DRAINS AND F/L TER 1. WALLS AND FENCES SHALL BE CONSTRUCTED PER MATERIAL. SEPARATE PLANS AND PERM/T. a D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING 2. THE CONTRACTOR SHALL BE RESPONS/BLE TO COORDINATE CONSTRUCT/ON. REVIEWED BY:D.CHOW,CAA 9-14-2021 WORK/N CLOSE PROXIMITY W/TH THE UTILITIES STRUCTURES o EG PC-2021-0015 WDID: 8 33C392 I J7 DRAINAGE, LANDSCAPING, Erc. MAR ENG DATE REV/S/DNS APPR DA j THESE PLANS HAVE BEEN REY/EWED FOR COMPLIANCE WITH THE PREPARED BY.- 'SZAL APPROP2647E CONDITIONS OF DEVELOPMENT AND/OR C17Y AND STATE ROFESS/ C/TY OF LAKE ELSINORE SHEET I o LAWS AND HAVE BEEN FOUND ACCEPTABLE FAQ t�q �'k9� ENG/NEEf)S o 1880 COMPiON NENGINE- ERAR 1 30AUE.SUITE 100-ON,.38837.951-734-2130 TRACT MAP NO. 90698 10 C�� W N 64803 SCALE, PRECISE GRADING PLAN - SET B" OF 9-14-2021 y zot, f 0712012021 * P-6/30/23 * NTS BENCH MARK, LOTS 37-47 69-70. 88-96, SHEETS ry ciw ° E[-30-80 119-f�$ f2B-150 EMON HAB/B, R.C.E. No. 83156 DATE VICTOR A. ELIA PATE F/LE No. 017Y ENG/NEER P.E. No. 64803 q�orOpl.\FORS ELEVATION.• 1267104 MSC TITLE SHEET 017Y OF LAKE ELS/NORE DATE, 7-20-2021 SEE SHEET NO. 1 FOR DES'C. 21-295 HOUSE PLANS N T.S. PLAN NO. IA PLAN NO. 2B PLAN NO. 3C PLAN NO. 4A PLAN NO. 5C PLAN NO. 6B 100'4102'E 1319.40' r------ 4 39' � � a z s ss � sz 1 r � � p © �• so FOO • ------ --._- --ORK 1 659 SO.T FOOTPRINT FT. 007PRINT •» __ I � FOOTPRINT � FOOTPRINT OO7PR/NT 2035 SO. FT. h 2215 SO. FT. 2477 SO. FT. 659 SO. FT. ' • g B60 S. FT. 3 b c�lr O7 pp�r ■*' � ' r 11 i 1,551 SO. FT. 1,751 SO. FT. 2,035 SQ. FT. 2,206 SQ. FT. 2,528 SQ. FT. 2,882 SQ. FT. 3 BEDROOMS (1-STORY) 3 BEDROOMS (1-STORY) 4 BEDROOMS (1-STORY)3 BEDROOMS (1-STORY)5 BEDROOMS (2-STORY)5 BEDROOMS (2-STORY)TIC +c ■R-A Co 4 -- INDEX MAP LEGEND LEGEND & SYMBOL S OPEN SPACE -W ~ �, T ------- ENHANCED ARCHITECTURAL Ii -i - e SEE PLAN SET A" ��� - • :�, „� �'� ea �9 I'I ---- X ■■■■■■■u■■■■■■■■■■ SHEET NUMBER ELEVATION ■ - -. I - a ------------- aaK HALL PER LANDSCAPE PAWS ■ -� za --�--� SWALE FL0#7JNE TRACT BOUNDARY R _- - - -=� I 1 -_ • � I,' �'I ■ _ - R/OGE(NlGY1 Po/NIJ NO"37'107 659.58 _ 8O •� .vn Z9 PROP SILEL ME f� � m RETAINING IYACL I e L41004 t•D NALL G �� °' �. I ,� - 30 • DEEPENED F0054V �" ^�� '% ��� �.- ,v ___ / ��- - .as •� '_'�` P vI LOO' DEEPENED FOOnAV XPIN � � 1 I ► � z (voo,o,) ExaINO EZEYAWv z _ - S "�=�"- ,�>� 1� 1 § � t � ��1fa � ' • ■m m m��■A24 PAl//OF IR4lEL D W- „� I'�, �• s, 7 PROPosED smEEr L/a/r %`` �ms I _ - - 1 �� I • ,s 1 �� »c ErISnNC EDGE OF PAL£MENT n v �■ ■� 3a � I ► � / \ I! EXanNc aar Roan I� ,u � � ,� _ Errsn )KWff of•ar awfRUNE Er/SM SEWER �' _ � - � �Y,11JJ "A „a � __ I _ ,n �� �� ♦ -- - EXb'n�lV LY97ER a SEE PLAN SET A ia " - i - • Z V S �� ———— 6W)NO CAS LINE Q —a no _ - _ .•i �-0 LU)NO RRf hVRWT r v A ��, F s, z s• ® EXan,10 HATER YN 99 r■■■■■r r ♦ _ tE _ •� ��� �� r� 3 - m • t Er1SnNO NR VAC 4• ��•� i T EXrs)7A'O POOR Paf P/d9100 AYA7ER PfR SEP.PLAN " ■ $ PROP0 TER E7ER SED SEWER PER SEP PLLY se ro �'. �;���- - * �,• - EO WA M PER 5EP.PLAN "i � � �� x _ ,•�, ,. -�� .� '@ PROPOSED HRE AMR07 PER MP.PLAN I L.' PRI5100 NR YAC PER SDP.PLAN NO 33'18'E 1978.42' »�\V\� �•`� PROPOSED RIP-MP PER.SEP.PLAN LUMV 1'CONTOURS EXISnNO 5'LbiYTOURS 70P OF SLOPF CONSTRUCT/ON NOTES AND QUANTITY EST/MATE Z III oF.zopr INDEX MAP 125' , ' aFFERENCE/N FF AND[:F E 01 INSTNL PRNAIE 4"SCHEDULE 40 P.Y.0 P/PE 4,asx MIN SLUE OR AS S/ATWN CW PLAN. 11,538 L.F. WNL/FENCE.REFER TO WACC&FENCE SCALE.• 1""=100' /A67AL AVS 6'RaW C.'?WF 150 6W 6'59E-0&9N LW 41PROIED Ea& 1ASTACL PLANS FOR MAOiK TYPE AND LOCATION. BARN 119W ACV167AEV75 AS RETXARO 200 EA. (S1 w ba's hal REPAYSEM PLUV LG py) O INSTALL PRNA7E 4'SCHEDULE 40 P.YC PIPE 711901 /CURB PER a7NL dY SNLET J(SLOPE YA*-S 81 EA. � FROM AWERT AT To TO CURB®1X MIN.. ® IASTALL PRNAIE 4'SCHEDULE 40 P.YC PIPE INTO BOCK 6F STCWM ORA/N"AT SYO.ENYD/MERT 5 LA. SHOWN OY a4s Q a4(-QWUf f005C 5 EA. NOTE - © INSTALL.T'X I P CONCREIE 7R49H PAD 50 [A. REFER TO APPROVED ROUGH GRADING PLANS DELTA 1 FOR TRACT J6698. REFER TO APPROVED STREET IMPROVEMENT PLANS FOR TRACT 30698. REFER TO APPROVED SEWER AND WATER PLAN FOR TRACT 30698. N07F• THE ABOVE OUAN7777ES HAVE BEEN ES7TMA7ED BY THE ENGINEER FOR REFER TO APPROVED STORM DRAIN PLANS FOR TRACT 30698. m 100' O 100' 200' 300' PERMIT PURPOSES ONLY. THE CONTRACTOR SHALL DETERMINE HIS OWN QUAN7777ES NOTES: � SCALE/N FEET 1. WALLS AND FENCES SFIALL BE CONSTRUCTED PER d 1. WALLS AND FENCES SHALL BE CONSTRUCTED PER SEPARATE PLANS AND PERM/r. SEPARATE PLANS AND PERM/r. a 2. THE CONTRACTOR SHALL BE RESPONS/BLE R7 COORDINATE WORK/N CLOSE PROXIM17Y W177--THE 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO CODRD/HATE UT/L/T/E3; S7RUC7URE3; OR4/K4GE, LANDSCAPING, ETC. WORK/N CLOSE PROXIM17Y WITH THE URUIMS, STRUCTURES, E G PC-2021-0015 DRAINAGE, LANDSCAPING, ETC. MARK FNC DATE REVISIONS APPR. OAT THESE PLANS HAVE ffEV REVZW-D FOR C0MPLL4NCE WITH THE PREPARED BY, SEAL APPROPRZ47F COND177ONS OF DEVELOPMENT AND/OR C17Y AND STA7E ROFESS CITY OF LAKE ELS/NORE SHEET o LAWS AND HAVE BEEN FOUND ACCEPTABLE Q4�Pptatt A �ENG/VEERS 2 0 EUE0N 28�801880 COMPTON ENNE,SITE10 CORONA,.98 7.951-734-2130 TRACT MAP NO. 90698 10 I W N°.64803 SCALE. PRECISE GRADING PLAN — SET B' of p (/� 9-14-2021 yit txot 4 07�20�2021 * E P's/t a BENCH MARK L075 37-17 69-70, 88-96, SHEE75 EMON H4B/B, R.C.E. No. 83156 DATE VICTOR A. EUA DATE ,�. civil 3 EL-30-80 119-1�3, 128-150 F/LE No. C17Y ENGINEER P.E. No. 64803 q�OF Cp1.\FORS ELEVAAON.• 1267.104 MSL INDEX SHEET 017Y OF LAKE ELSINORE DATE.• 7-20-2021 SEE SHEET NO 1 FOR DE3•C 21-296 DOWNSPOUT LOCA77ON PER FG ) FG ARCH/TECT'S PLA PER PLAN PER PLAN SEE WALL AND FENCE PUNT PL 7 PER SEPARATE PERMIT PL SEE WALL AND FENCE PLAN GB(SAME AS PAD ELEV) _ SEPARA7E PERMIT ELEV. fz N� HP F 2 PAD EAEV I ELEV. H HP F p ELAEV.I D 1 5"MIN. TG/NV. 1 TG/NV. TG/NV. 1 TG/NV. FL FL VAR/ES W 1.09 1.017 1.09 >.09 3'MIN. p¢' 3'MIN. 2 MIN M/N M/E M/-'w 2 I v / } r0'M/N. PLASTIC 624TE 4"ROUND P FL ,1 1 ti�O B I P FL 2 P FL ,1 1 NIO 8 1 1' P FL I I m I m NOS CIO) 11 1.0' I1l m 8"MIN 8"MIN B 1 - 8 FF ELEV. 8"M/N - ZX M/N. I FF ELEV. PAQ ELEY I FF ELEV 20X _PAD EL_ -.• T _ _PAR EL M.1A: 2 T 4"PVC(SCR. 40) h=MLN LOT NO MLN.I ~=MIN LOT NO M/yN _ ^_ G0 N 12""M/N RISER(LENGTH VAR/ES) .T MIN. 2% IN. 5%MIN. 29 M/N. 5%M/ 3 PAD=PAD ELEV TYP. TG •� PAD=PAD ELEV ryp TG 20%MAX 2.•> 209, MAX 20%MAX 45'ELBOW 9 FF=FIN/SH FL00R ELEV g /NV. g FF=FIN/SH FLOOR ELEV g /NV. 20%MAX FOR 10' 4"PVC(SCH. 40) 1 OF- GARAGE FRONT ELEV 1 ,1 GF=GARAGE FRONT ELEV 1 A TYP/ SVC YARD T/ N ,q TYP/ 45'ELBOW HP FL �1 I H FL ,1 1 Irvirwt. rAaa ca�Nc 7M.,rE " 4"PVC SCH. 4 ( 4"PVC(SCH. 40) 2 I 2 I ,�vr ro,sac nnr ro.srwre PER PLAN © S=0.005 M/N. I 3 I 3 I' I' P EL 2 P FL DOWN DRAIN CONNECTION NOT TO SCALE SUMP BLOCK WALL Q I Q k (LENGTH BASED ON 5 h Q Q I TG 5 _ TG SIDE YARD W/OTH) 2 I O W 1 INV. PER ORCO BLOCK g IN ~,I R, VINYL FENCE VINYL FENCE DETAIL 1 Q Q N VINYL POST VINYL POST p 5 I iL Q"" 5 SUMP BLOCK (30 J PROPER7Y LINE SUMP BLOCK WTH CAP (30) PROPERTY LINE I WALL PILASTER WITH CAP WALL PILASTER 16' R�W� 16' � (16X76 J (3'�3 J (16 X76 J (3X3 J —r — CURB FACE 1 11 CURB FACE I 1DDIRECT/ON OF FLOW B B "(G DIRECT/ON OF FLOW �c� B RIVEWAY APPROACH PER STREET PLANS DRIVEWAY APPROACH PER STREET PLANS SUMP BLOCK SUMP BLOCK WALL PlIA57ER WALL P/CASTER NOTES r16X1B� (16X1BJ O7 SWALES TO BE GRADED AT 19, MIN O SWALES AT THE FRONT YARD TO BE GRADED AND 47 MAX AT 19 MIN ZO HIGH POINT OF SWALE PER PLAN © PRIVATE P/PE THROUGH CURB FACE PER DETAIL BELOW O3 4"DIAMETER DRAINAGE P/PE TO CONVEY DRAINAGE O REFER TO THE FINAL TRACT MAP FOR BEARINGS R/✓91176LW � _RNq/900? THROUGH CURB (059 MIN PIPE SLOPE) OF PROPERTY LINES O4 SLOPE AWAY FROM THE BUILDING FACE/S TO O TYPICAL 75'1?E4A'OTHERW/SE NOTED ONTPLAN ANCE TO SWALE UNLESS QII Rv BED %' IN FO THE FIRST THE S10 EET MIN O TYPICAL 3'SIDE D/STANCE TO SWALE UNLESS 4 R I OVERFLOW 2$'MIN ¢ I OVERFLOW 2S MIN, OTHERW/SE NOTED ON PLAN EMBEDDED INTO 5%MIN `4"PVC P/PE HOUSE FOOT/NG 2OX MAX HOUSE FOORN 5%M/N. EUSEDDED INTO—G ¢ PVC PIPE TYP/CAL LOT RIVISH GRADING 8Y f FT. 9 IN SY 1 FT. 9 IN. 20x MAX NOT TO SCALE TYPICAL SIDE YARD GATE - 5 FT. TYPICAL SIDE YARD GATE - OVER 5 R. NOT 70 SCALE NOT TO SCALE 6' VARIES R SEPERATE PERM/T PLAN PER FL OF PIPE 1/2"ABOVE 3"P.VC GUTTER FLOW LINE INVERT SIDEWALK ELEV PER PLAN 4"WYE AS REOU/RED INSTALL REMOVABLE PLUG A 2% V R/W R/I'1' A 3X4"REDUCE 4"P.V 60 I PER SIP HM.�f fZ CURB& OU77ER PER RIVERS/DE 4 X4 X4"TE ELEVATION COUNTY STD. 310 pq0 FIN/SH GR,4DE RNLSH GRACE 10' 20' 20' 10' INSTALL POLYETHYLENE 2"MIN. COVER PLASTIC JOINT MATERIAL I 4' 1 6' 8' 12' 12' 1 8' 6' 4' � QUICK JOINT"OR EQUAL \`04T 1 3-09<0 FLOWLME 4"PW RFE TH71J FOOPIC L 4"" PAD FZEV zap I TYPICAL BLOCK WALL OPENING AT SWALE Nar TO scALE 9" 6' �Lj z--, z� 2.09 2OX 2% mar o SECT/ON A A n PRIVATE P/PE THROUGH CURB DETAIL TYPICAL SECTION 60' PRIVATE STREET S/OEWgLK �.O>.IE' �J NOT TO SCALE STD. NO. 104, SECTION C"--W/CURB ADJACENT SIDEWALK TYPICAL DRIVEWAY DETAIL REFER TO APPROVER ROUGH G PLANS DELTA f FOR TRACT 30698. REFER TO APPROVED STREET IMPROVEMENT T1.. = 5.5 R-VALUE= 50 NOT rO SCALE PLANS FOR TRACT 30698. REFER TO APPROVED SEWER AND NTS WATER PLAN FOR TRACT 30698. REFER TO APPROVED STORM DR41N PLANS FOR TRACT 30698. NOTES.• 1. WALLS AND FENCES SHALL BE CONSTRUC7ED PER a SEPAR47E PLANS AND PERMIT. a 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE C WORK/N CLOSE PROXIMITY WITH THE URZ177ES, STRUCTURES, EGPC-2021-0015 DRAINAGE LANDSCAPING, Erc. YU IVARK LNG. DATE REVISIONS ARRR. DA TE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY.• SEAL APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR C17Y AND STA7E ROFESS/ CITY OF LAKE ELSINORE SHEET 3 0 LAWS AND HAVE BEEN FOUND ACCEPTABLE ��?tdi q� '9V �ENG/VEERS o 188000MMONAVENUE,ESUREE100•COONAERGI2881-3370.951-734-2130 10 TR4CT MAP NO. 1 —6 C�� c ,�. W No.64803 SCALE. PRECISE GR40/NG PLAN — "SET B" of 9-14-2021 �/ x�c 0 0712012021 * P•a/soha * BENCH MARK LOTS 37-47 69-70, 88-96, SHEETS REMO�B/B R.C.E. No. 83156 DA7E VICTOR A. ELIA DATE CIVIV �p EL-30-80 1/9-1.Y.7 128-150 FILE No. C17Y ENGINEER P.E. No. 64803 '47FOF FO(i� ELEVA770N.• 1257104 MSL DETAIL SHEET C17Y OF LAKE ELS/NORE DATE, 7-20-2021 SEE SHEET NO. f FOR DESC. 21-297 CONSTRUCTION NOTES Ol /ASTALL PPNAIE 4'SCHEM/LE 40 P.YC P/pE O 0.5X MIN SLaE 6w AS SHOWN aV PLAN. 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WALLS AND FENCES SHALL BE CONSTRUCTED PER a SEPARATE PLANS AND PERM/T. a 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK IN CLOSE PROXIMITY W17H THE UTILITIES, STRUCTURES, EGPC-2021 0015 DR4/N4GE, LANDSCAPING, ETC. MARK ENG. DATE REVISIONS APPR. DATE TH'ENE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE PREPARED BY. SEAL APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR 017Y AND STA7F pOFESSL CITY OF LAKE ELS/NORE SHEET 4 o LAWS AND HAVE BEEN FOUND ACCEPTABLE ��F Via+q� '47 ��ENG/NEER3 •/-p�/� 0 1880 COMMON AVENUE,ESUITEE1001CORONA,CA.•92881-33370 951-734-2130 1RACT MAP NO. 30698 lO w RVEYORS No.64803 SCAtE.• PREC/SE GRADING PLAN - NET 8" OF 9_14_2021 y � �� 04/23/2021 * P•6/�/2 * BENCH A4ARK. LOTS 37-47 69-70, 88-96, SHEETS AIII HABIB, R.C.E. No. 83156 DATE VICTOR A. ELIA OA7E ,�, O,V,� 3 LL-30-80 119-1�3, 128-150 FILE No. C17Y ENGINEER P.E. No. 64803 g7FOFCpUFOK� ELEVATION.• 1267104 MSL L075 119-123& 128-133 C17Y OF LAKE ELSINORE DATE.• 04/23/2021 SEE SHEET NO. 1 FOR DES'C. 21-298 CONSTRUCTION NOTES 4 OINSTALL PRIVATE 4"SCHEOL/LE 40 P.YC PIPE 9 0.5X MIN SLOPE OR AS SHOW/V aV PLAN 1u N O OAA/USTMEA75 AS VN,9 007EIM AY 6-SPEE-0 B45YN OR APPRO12O MA.INSTALL MSLN MP& E r ��l O3 bKSTAU PRWAIE 4'SCNEOI/LE 40 P.YC PIPE INRO(K//CURB PER&7AIL ON SHEET J/.SLOPE YAR/ES E s N E 1 FROM/M2Rl AT TC TO 6ZW®IX YIN.. G L G4VW FOOMV S E x, I' OMULL 3'X 11'0hrRE7E 7RUY PAO 16 EXLSRNG RES/OEMd4L 6)9;EWAYAPPR®4CH PER CRY OF LAKE LZS/AYd4E �'\�° ag 'cn� 2JI STANOMD 117 PER STREET IMPROI£MENT PLWS FOR 7R4CT 30698 O° q 010pi-• i� I \ \ \ y E SHEE NO c� c �11k m \�20.41 `� G 50.77• J1.3INv 2%. 7• INV^ 1o2p0 rn0 �� z" i F51 2 \ +�\� 2 71' Ln \ k'Q "J' •. k \ 72 (O h 1 h 1 \QP'4 4\ 1k'� f5' 2X N w 72i pAOs 27 \ ro J \ 1�. / �pF ^1 J• \ px f473. ro I /j5. T NP'\ 2%. 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WALLS AND FENCES SHALL BE CONSTRUCTED PER a SEPAR47F PLANS AND PERMIT. 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDIN47F WORK/N CLOSE PROXIMITY W/IY/lh'E UITL/77E5; STRUCTURES; EGPC-2021-0015 DRAINAGE C., LANDSCAPING, ET MAR ENG. DATE REVISIONS APPR. DAT THESE PLANS NAVE BEEN REWEWE0 FOR COMPLIANCE W/TH THE PREPARED BY. SQL i APPROPR/A7E CONDITIONS OF DEVELOPMENT AND/OR C17Y AND STATE ROFESS CITY OF LAKE ELS/MORE SHEET o LAWS AND HAVE BEEN FOUND ACCEPTABLE F9P fat K/^y �ENG/VEERS o 01 IL ENGINEERS•P—ERS•SURJ ORS y 1880 CUN_AVENUE.SURE 1001CORON,CA,9 2 881-3370.951-734-2130 TRACT AL4P W. 30898 10 No.64803 scALe PRECISE GR40/NG PLAN - 'SET B' OF V 9-14-2021 y�e,eza� r(�(,:.p. 0412312027 * P•6/�/Zf * BENCH MARK, LOTS 37-47 69-70. 88-96, SHEETS R MON HAB/B, R.C.E. No. 83156 L247E VICTOR A. ELIA 047E ,�. 1V1 �p EL-30-80 119-1Y3, 128-150 FILE No. 017Y ENGINEER P.E. 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REFER TO APPROVED STORM DRAIN PLANS FOR TRACT 30698. NOTES: � 1. WALLS AND FENCES SHALL BE CONSTRUCTED PER a SEPARATE PLANS AND PERM/T. a 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK IN CLOSE PROXIMITY WITH THE U77LI77ES, STRUCTURES, EGPC-2021-0015 DRAINAGE, LANDSCAPING, ETC. MARK ENG. DATE REVISIONS APPR. DATE THf5E PLANS HAKE BEEN RE44EWED FOR COMPLIANCE WITH THE PREPARED BY. SEAL APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR C17Y AND STA7E pOFESS/ CITY OF LAKE ELS/NORE SHEET 6 0 LAWS AND HAVE BEEN FOUND ACCEPTABLE ��F Via+q� '4� �ENG/VEERS /-p�/� o 1880 COMMON AVENUE,VIL ESUITEE 100�CORONA,CA.92881-33370.951-734-2130 7RACr U4P NO. 30698 'O I w No.M6 3 SCALE.• PRECISE GRADING PLAN — NET 8' OF p� 9-14-2021 V�irxot �r.G.. 04/23/2021 * P•6/�/Z * BENCH MARK. LOTS 37-47 69-70, 88-96, SHEETS 119-1�3, 128-150 EMON HAB/B, R.C.E. No. 83156 D47E VICTOR A. ELIA 0A7E °�, OIVI� 3 LT-30-80 FILE No. CITY ENGINEER P.E. 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REFER TO APPROVED SEWER AND WATER PLAN FOR TRACT 30698. REFER TO APPROVED STORM DRAIN PLANS FOR TRACT 30698. NOTES: � 1. WALLS AND FENCES SHALL BE CONSTRUCTED PER a SEPARATE PLANS AND PERM/T. a 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK IN CLOSE PROXIMITY WITH THE UAL/AES, STRUCTURES, EGPC-2021 0015 DRAINAGE, LANDSCAPING, ETC. MARK ENG. DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY. SEAL APPROPRL47E CONDITIONS OF DEVELOPMENT AND/OR C/TY AND STATE kOFESSff&IWP CITY OF LAKE ELS/NORE SHEET 7 o LAWS AND HAVE BEEN FOUND ACCEPTABLE F Via+q '44 ENG/VEERS •/-p�/� o 1880 COMMON AVENUE,ESUITEE1001CORONA,CA.92881-33370 951-734-2130 7RACj ARP NO. 30698 10 I w No.64803 SCAtE. PRECISE GRADING PLAN - NET 8' OF p (/� 9-14-2021 V.14� �r.G.. 0412JI2021 * ExP•6/�/21 * BENCH MARK LOTS 37-47 69-70, 88-96, SHEETS EMON HAS19 R.C.E. No. 83156 DATE VICTOR A. ELIA LE4TE pIYIV �v EL-30-BO 119-1Y3, 128-150 FILE No. CITY ENGINEER P.E. No. 64803 g7FOFCpUFOK� ELEYAAON.• 1267.104 MSL L075 42-47 69-70, 88-90 CITY OF LAKE ELSINORE' DATE.• 0412JI2021 SEE SHEET NO. 1 FOR DIFSC. 21_301 s CONSTRUCTION NOTES F F Ol INSTALL PR/YAIE 4'SCNEOULE 40 P.VC PIPE 0 0.5X MIN SLOPE 6R AS SY XV aV RAY -51 OZ INSTALL NOS 6-RN/NO CR47FI50 ON 6-SPtF 0 B4S/N 0R APPROYFO RXf4L.INSTALL B45YN OEPTN \ F ALUUSIMENIS AS AFR49REO /J O INSTALL PRWIE 4'SCHEDULE 40 P.YC P/PE/7&%H CURB PER MR&QY SHEET J(SLOPE VAR/LT f&V/M2'RT AT 70 70 CURB 0 1X MN). ate•/ ,jQ, ,\$ M O6 INSTALL 3'X 1 J'CONCRETE 7R4SH PAO 16 E1157M RLS/LkNA4L ORNEWAY A-PR04CII PER CRY OF LAKE LZSIM E Q h �1 k� Q �Q STAN04R0 117 PER STREET IMPROVEMENT RAVS FOR MCT J069B r '�\ ti '1. �p y '1• �, v 1' 2% • Os p1\� ^ Q 61\l1' \k0 tip kp � � ��\1 50$ �9• �1 P \p9 � x , of .r Q 9 ry '• 0 1 i � - sF �/ � °' a ''� /// 0� •�Q��\ �\`\`�\ `` l'q 9074T :b .75 ^b 91. � O 90.80/ 1~i3 ^ (0�0�0h •vgb'Gly i `/� � 01 ��\'g h �� \� �� 50.54'__ I I - 55 O-- \ 90 \k0ti9N ry� \f a s IV1 k A 7. N y "J as s h 1 a Q��pQy 90 Q 9i0� �:°�' N •0 U� of I 5 NI of 9 7 T I:� 92.5/NV 1.8/N 9 9 TG 2.6/N 94. 29>.9/NV g NP 1 \ N I I N HP HP HP 1 lu 7. HP I 9.1 2 6 ae pel J. T 2 928/N t4 _ �?I BAN 6q 5 TO I 4p qiW 54 3.1 TG I 93.9 74g37 91,p 7 1 91.4/N B? PAD=1493.50 292.0 P/AN 2 92.7 'I FF=1494.17 1I PAD=1494.30 4• 14'92'� I. I GF-f49350 FF=1494.97 1I 39 2B 9.5 9 T , GF=1494.30 r I 7 T 13' PAD=149300 9L5/NV 1493.67 ��iN Io I 4.0 93.0/N 2 as 1 ;- r GF 1493.00 --HP N _ -- o - ..-7- HP 2% 2Z 20' 0 20' 40' 92. ? 17T 2% _- �•' I HP7 1.7I 2ozPJ .7T M 2% 2$ 3.5 2 ill o 9-T.0/N g>•2/NV "' $- �,�'� y 922/NV � SCALE 1'=20'FIR a 2. TG 5. 6' 91.7/NCE 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 SHALL BE CONSTRUCTED PER a SEPARATE PLANS AND PERMIT. a 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK IN CLOSE PROXIMITY WITH THE UTILITIES, STRUCTURES, EGPC-2021-0015 DRAINAGE, LANDSCAPING, ETC. MARK ENG. DATE REVISIONS APPR. 9A Tf THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY. SEAL APPROPRL47E CONDITIONS OF DEVELOPMENT AND/OR 017Y AND STATE kcFESS/ CITY OF LAKE ELS/NORE SHEET 8 0 LAWS AND HAVE BEEN FOUND ACCEPTABLE F Via+q� '4� �ENG/VEERS •/-p�/� o 1880 COMMON AVENUE,VIL ESUITEE 1001 CORONA,CA.92881-33370.951-734-2130 rRACr U4P NO. 30698 'O I w No.64803 SCAtE. PREC/SE GRADING PLAN - '"SET S' OF 9-14-2021 V�irxot �r.G.. 04/23/2021 * P•6/�/Z * BENCH MARK., LOTS 37-47 69-70, 88-96, SHEETS 119-1Y3, 128-150 EMON HAB/B, R.C.E. No. 83156 LATE VICTOR A. ELIA LAATE ,�, CIV�� 3 EL-30-BO FILE No. C17Y ENGINEER P.E. No. 64803 g7FOFCpUFpK� ELEYAAOM 1267104 MSL LOTS 91-96 C17Y OF LAKE ELSINORE DATE.' 0412JI2021 SEE SHEET NO. 1 FOR DESC. 21-302 CONSTRUCTION NOTES 0 INSTALL PRNATE 4"SCNEOULE 40 P.;,c PIPE®am A1/N SLOPE 6w AS Show aV PLAN. O INULL NOS 6"ROUND GRAIE/M 01V 6"SPEE-0 B4S/N a?APPMWP EOL&INSTALL 84S/N MP711 ALUU97WEN5 AS REOU/RE0 O3 1ASTRLL AWRY 4"SDVf,9NE 40 P.VC PIPE TNROXW CURB PER&7AIL OV SHEET J(SLOPE YAR/ES fR[dl//NY£RT AT TG TO aIRB 0 IX AAN.J. V (D OROP G4W f007W OINSTALL X X II'CONCRETE I IlM PRO 16 Eff)w RES/ODYx OPII wrAPPRamv PER CRY OF LAKE tZ2/NORE STAVaW 117 PER STREET IMP4"DIT PLANS FOR 7NOT MZ Lill 96. Lij �4 0 __ x 129.88' - Q 4ypss?N` ------- s �?/ ��� z / / A9' / / / s 6. ? •rr / yid far � � i .........•yo/'/ / % "n�r>y�?qp T ,y.^�l •y ,qy- �9,J/Ay l '2/N ? ti� o 103 /4g0 44 s.2s � / � as �\� ?• r e ° /� � cF>'�'•¢i° l lay. H,or 5 � � 112 s' i Z l9• � q nj II a a N1 O II II 10^i Y ON / 9, u• �s'tss h �' 2 1 0 FS 2 p NV rJ.O o --— Ob 9-27olZ b `O " �A 93.6 MIN.78, -HP SEE SHEET lV O 7 a �' 6V l C l 061� 6 OS OOS I � :z SOS 20' 0 20' 40' SCALE >=20' a NOTE REFER TO APPROVED ROUGH GRADING PLANS DELTA 1 FOR TRACT 30698. REFER TO APPROVED STREET 1MPROVEMENT 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 SHALL BE CONSTRUCTED PER a SEPARATE PLANS AND PERM/T. a 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK IN CLOSE PROXIMITY W177-1 THE UALIAES, STRUCTURES, DRAINAGE, LANDSCAPING, ETC. C) EGPC-2021-0015 J THESE PLANS HAVE BEEN RfwfwED FOR COMPLIANCE WITH THE PREPARED BY.• SEAL MAR ENG. DATE REVISIONS APPR. DATE APPROPRIATE CONDITIONS OF DEIELOPMENT AND/OR C/7Y AND STATE QgOFESSi CITY OF LAKE ELS/NORE SHEET 9 0 LAWS AND HAVE BEEN FOUND ACCEPTABLE �� a+q��'4/ ff1y0ENG//VEERS �/-p�/� I',/� o 1880 COMMON AVENUE,SUITE 1001 CORONA,CA.92881-33370.951 734-2130 1R Cr U4 NO. 30698 'O f w No SCAtE. PREC/SE GRADING PLAN - "SET B" of p V` 9-14-2021 V�irxot �r�t:r, 04/23/2021 * P•6/�/Z * BENCH MARK., LOTS 37-47 69-70, 88-96, SHEETS EMON HAB/B, R.C.E. No. 83156 LA7E VICTOR A. ELIA DATE ,�, OIV�V �p LT-30-80 119-1�3, 128-150 FILE No. CI7Y ENGINEER P.E. No. 64803 g7FOFCpUFOK� ELEYAAON.• 1267..104 WSL L07$37--41 & 147-150 C17Y OF LAKE ELSINORE DATE.• 04/23/2021 SEE SHEET NO. I FOR DES'C. 21-303 EROSION CONTROL NOTES: NPDES / STORM WATER POLL UT/ON NOTES.• NPDES / STORM WATER POLL UT/ON NOTES (CONT.): EROSION CONTROL LEGEND. 7. ALL EROSION CONTROL PLANS SHALL BE/N ACCORDANCE WITH 1. FOR PRO✓ECTS THAT REQUIRE COVERAGE UNDER THE GENERAL 14. STOCKPILES OF SO/L SHALL BE PROPERLY SECURED WITH BMPS CITY OF LAKE ELSINORE ORDINANCE NOS. 529, 772, 1237 1004, CONSTRUCT/ON PERMIT, THE PROPERTY OWNER /S RESPONSIBLE FOR TO ELIMINATE OR REDUCE SED/MENT TRANSPORT FROM THE SITE TO - - SILT FENCE O CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMPS AND ENSURING THAT A QUALIFIED SWPPP PRACTITIONER (QSP) AND STREETS; DRAINAGE FAC/L/T/ES OR ADJACENT PROPERTIES I STANDARDS OUTLINED WITHIN THE LAKE ELSINORE DESIGN MANUAL. QUALIFIED SWPPP DEVELOPER (QSD) IMPLEMENT AND MAINTAIN THE - - - - 7RACT BOUNDARY 1c. k - SWPPP APPROVED, PRE OUAL/FIED BMPS FROM THE CALIFORNIA 15. STOCKPILES OF SO/L SHALL BE PROPERLY CONTAINED TO PLAN SET O 2. THE DEVELOPER/CONTRACTOR /S RESPONSIBLE FOR ANY STORM WATER QUAL/TY ASSOC/AT/ON (CASQA) HANDBOOK/WESSITE FOR ELIMINATE OR REDUCE SEDIMENT TRANSPORT FROM THE SITE TO ------------- SE- FIBER ROLL SEE DISCHARGES BY SUBCONTRACTORS. CONSTRUCT/ON TO RETAIN SEDIMENTS AND POLLUTANTS OF CONCERN STREETS; DRAINAGE FAC/L/T/ES OR ADJACENT PROPERTIES VIA RUNOFF, 0 O O 0 O FROM AREAS DISTURBED ONS/TE TO THE MAX/MUM EXTENT VEHICLE TRACKING OR W/ND. INACTIVE FOR A PER/OD OF 74 DAYS OR A NS- VEHICLE STORAGE AND MA/NTEAI J. IN CASE OF EMERGENCY, CALL LARRY LIEBEL AT 951-258-4890. PRACTICABLE DURING ANY PHASE OF CONSTRUCT/ON OPERATIONS. FOR PMORE RIOR TO L FORECASTED RAC ACTIVE STOCKPILES ED SHALL BE COVER ALL OTHER PRO✓ECTS, THE PROPERTY OWNER IS RESPONSIBLE FOR C WY CONCRETE WASHOUT MANAGEMENT 4. DEVICES TO REDUCE ERO51ON DAMAGE SHALL NOT BE PLACED ENSURING THAT BMPS FOR CONSTRUCT/ON ARE IMPLEMENTED TO - COURT MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE QUAL/FIFO RETAIN SEDIMENTS AND POLLUTANTS OF CONCERN FROM AREAS 16, FOR PROJECT REQUIRING COVERAGE UNDER THE CONSTRUCT/ON M WM-1&2 MATERIAL USE AND STORAGE -- - Cj O SWPPP DEVELOPER, C/TY ENGINEER, OR /N AN EMERGENCY, BY THE DISTURBED ONS/TE TO THE MAX/MUM EXTENT PRACTICABLE. THE GENERAL PERMIT, SPECIAL ATTENT/ON SHALL BE GIVEN TO PERSON RESPONSIBLE FOR GRADING OPERATIONS EROSION CONTROL MEASURES DICTATED BY FIELD CONDITIONS TO PREPARATION AND INSTALLATION OF THE RAIN ECENT ACT/ON PLAN SE-STORM DR41N INLET PROTECAON ' I O PREVENT EROSION AND/OR THE INTRODUCTION OF POLLUTANTS INTO (REAP) AS REQUIRED BASED ON S/TE R15K LEVEL OR AS MANDATED O O O O Oi 5. AREAS THAT ARE CLEARED AND GRADED SHALL BE LIMITED TO BY THE SANTA ANA REGIONAL BOARD NPDES PERMIT, GENERAL ONLY THE PORTION OF THE SITE THAT/S NECESSARY FOR EXISTING PUBLIC STREETS AND DURING ANY PHASE OF CONSTRUCTION. ON.ONTO AD✓ACENT PROPERTIES PERM/T - CONSTRUCT/ON ACTIKT/ES. EC- &4 HYDRAULIC MULCH/HYOROSEEO/NG O O O CONSTRUCT/ON. THE CONSTRUCT/ON SITE SHALL BE MANAGED TO % O I MINIMIZE THE EXPOSURE TIME OF D/STURBED SOIL AREAS THROUGH 17. AT THE END OF EACH DAY OF CONSTRUCTION ACT/V/TY, ALL �� SE-FIBER ROLL O O O 2. FOR PROJECTS THAT REQUIRE COVERAGE UNDER THE GENERAL PHASING AND SCHEDULING OF GRADING AND THE USE OF TEMPORARY CONSTRUCT/ON DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED AND PERMANENT SOIL STAB/L/ZAT/ON. CONSTRUCT/ON PERMIT, THE STORM WATER POLLUTION PREVENT/ON AND PROPERLY DISPOSED OF/N COVERED TRASH OR COVERED E 7C-1 STABILIZED CONSTRUC77ON ENTRANCE PLAN (SWPPP) SHALL BE KEPT ON-SITE AND MADE AVAILABLE UPON RECYCLE BINS. O O 6. ONCE D/STURBED, GRADED SLOPES EXCEEDING A 3.1 RAT/ON REQUEST OF A REPRESENTATIVE OF THE REGIONAL WATER QUAL/TY GRA✓ELBAGS AND/OR TEN (10) FEET/N HEIGHT(TEMPORARY OR PERMANENT) CONTROL BOARD (RWQCB) - SANTA ANA REGION AND/OR THE CITY 18. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENT/ON O O SHALL BE STAB/L/ZED /F THEY WILL NOT BE WORKED WITHIN 7 DAYS. OF LAKE ELSINORE. ELIMINATION SYSTEM (NPDES) PERMIT TO REGULATE MUNICIPAL AND DURING THE STORM SEASON, ALL SLOPES SHALL BE STAB/L/ZED 24 INDUSTRIAL STORM WATER DISCHARGES. HOURS PR/OR TO A PREDICTED STORM EVENT. CONSTRUCT/ON SITES J. CONSTRUCT/ON SITES SHALL BE MAINTAINED /N SUCH A CONDITION O O THAT AN ANTICIPATED STORM DOES NOT CARRY WASTES OR SHALL BE REVEGETATED AS EARL Y AS FEASIBLE AFTER SOIL NPDES WD/O#8 33C392137 GATE ISSUED- NOV. 25, 2020. DISTURBANCE AND WITHIN 7-DAYS OF COMPLETION. POLLUTANTS OFF THE SITE. DISCHARGES OF MATERIAL OTHER THAN STORM WATER (NON-STORM WATER) ARE PROHIBITED EXCEPT AS 19. THE UNDERSIGNED CIVIL ENG/NEER, AQUAL/F/ED QSP AND/OR 7. FILL SLOPES AT THE TRACT PER/METER MUST DRAIN AWAY FROM AUTHOR/ZED BY AN INDIVIDUAL NPDES PERMIT UNDER THE STATEW/DE i O THE TOP OF THE SLOPE AT THE CONCLUS/ON OF EACH WORK/NG DAY. QSD WILL REVIEW PLACEMENT OF EROSION CONTROL AND INSURE GENERAL PERMIT - CONSTRUCT/ON ACT/V/TY THAT WORK/S /N ACCORDANCE WITH THE APPROVED PLANSIt a N J 8. THE CONTRACTOR SHALL SE RESPONSIBLE AND HAVE SIGNS 4. POTENT/AL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO.• SOLID POSTED ON THE SITE TO WARN ACA/NST PUBLIC TRESPASS INTO OR L/QU/D CHEM/CAL SPILLS,' WASTES FROM PA/NTS, STAINS, SEALANTS, Waterlogged,LLC 9/3/2021 V AREAS WHERE WATER /S IMPOUNDED. SOLVENTS, DETEROENTS, GLUES, L/ME, PESTICIDES, HERB/C/DES, ✓OD/MENARD CONSULTANT DATE FERTILIZERS VA, WOOD PRESERTIVES, AND ASBESTOS FIBERS, PAINT _ 9. DUST SHALL SE CONTROLLED BY WATERING OR OTHER METHODS FLAKES OR STUCCO FRAGMENTS QSD CERT. 500902 O 0 O ,• FUELS, OILS LUBRICANTS, AND � PHONE 1(951)704-6165 n o 2 7YP. O APPROVED BY THE CITY ENGINEER. HYDRAULIC, RADIATOR OR BATTERY FLUIDS' CONCRETE AND RELATED CUTTING OR CURING RESIDUES- FLOATABLE WASTES- WASTES FROM 2 10. PLACEMENT OF DEVICES TO REDUCE EROSION DAMAGE WITHIN THE ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING,' DEVELOPMENT SHALL BE SHOWN ON THE APPROVED PLAN. WASTES FROM STREET CLEANING- AND SUPER-CHLORINATED POTABLE EROSION CONTROL CONSTRUCT/ON NOTES. WATER FROM LINE FLUSHING AND TESTING. DURING CONSTRUCT/ON, 11. DES/LTING FACILITIES AT ALL DRAINAGE INLETS FOR THE GRADED DISPOSAL OF SUCH MATERIALS SHOULD OCCUR /N A SPEC/F/ED AND 1 INSTALL INLET PROTECT/ON PER DETAIL HEREON 12 EA. SITE SHALL SE DES/GNED FOR A TWENTY-FIVE(25) YEAR, S/X (6) CONTROLLED TEMPORARY AREA ON-SITE PHYSICALLY SEPARATED FROM ❑ =-= O O POTENTIAL STORM WATER RUNOFF WITH ULT/MATE DISPOSAL /N HOUR STORM INTENSITY. THEY MUST BE DETA/LED ON THE PLANS. DESIGN AND SPECIFIC RECOMMENDATIONS SHALL BE SUBMITTED FOR ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS: 2❑ INSTALL SILT FENCE PER DETAIL HEREON 4470 L.F. O t THE FOLLOWING. A) DESILTING BASIN VOLUME BASED ON GRAD/ENT AND NATURE OF 5RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE ❑3 INSTALL STABILIZED ENTRANCE PER DETAIL HEREON T E.A. SOILS. CONTAINED AT CONSTRUCTION S/TE AND MUST NOT BE DISCHARGED O O B) THE EXTENT OF ALL GRADED AREAS AND IDENTIFICATION OF ANY TO RECEIVING WATERS OR THE LOCAL STORM DRAIN SYSTEM. 4 PERFORM STREET SWEEP/NG AND VACUUMING PER CASQA SE-7 AS ❑ TEMPORARY SOIL STABILIZATION MEASURES. DIRECTED BY C/TY INSPECTOR. (TYP.) NO'33'182- 197E 42' C) S/ZE OF DESILT/NO BASIN OUTLET PIPE AND OVERFLOW 6. APPROPRIATE BMPS FOR CONSTRUCT/ON-RELATED MATER/ALS, O) DIME REQU/REMENTS. SHOW MINIMUM WALL WIDTH SLOPE OF WASTES, SPILLS OR RESIDUES SHALL BE IMPLEMENTED TO ELIMINATE WALLS, PERCENT COMPACT/ON, ETC. OR REDUCE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE E) OUTLET CONDITIONS FROM THE DESILTING BASIN SHALL NOT FACILITIESOR ADJOINING PROPERTIES BY WIND OR RUNOFF. INDEX MAP EXCEED DOWNSTREAM LIMITATIONS WITH THE EXCEPT/ON OF 7. MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED. SCALE.• 1"=100' OVERFLOW, WHICH/S TO BE DESIGNED TO PROVIDE CAPACITY OF FUEL TANK, PORTABLE TO/LETS, LIQUIDS, GELS AND POWDERS SHALL 1.5 TIMES THE MAX/MUM DESIGN FLOW. HAVE SECONDARY CONTAINMENT AND SE STORED AWAY FROM ALL 3' 3' IMET PIPE 12. NECESSARY MATER/ALS SHALL BE AVAILABLE ON-S/TE AND AT PR/VATE/PUBL/C STORM WATER CONVEYANCE SYSTEMS, SIDEWALKS, ^� CORNER/ENT LOCATIONS TO FAC/L/TATE RAPID CONSTRUCT/ON OF RIGHTS-OF-WAYS AND FLOW-LINES. r-A TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL 8. ALL PORTABLE MIXERS SHALL HAVE PLASTIC LINERS UNDERNEATH MEASURES WHEN A 50X CHANCE OR GREATER OF RAIN WITHIN A 48 WITH GRAVEL BAGS PLACES ON THE DOWN-HILL SIDE OF THE LINERS 10'MIN OR AS REQUIRED HOUR PER/OD /S FORECAST FOR LAKE ELSINORE BY THE NATIONAL SECTION '4"- 4" TO CONTAIN DISCHARGES. 3"MIN. OPENING BETWEEN � N,rs TO ACCOMODATE OCEANIC AND ATMOSPHERIC AGENCY(NOAA). BAGS ON TOP Row A ANAC/PAMD 7R4F7-7C, GRAVEL BAGS WHICHEVER/S GREATER. 9. CONTROLLED STREET WASHING WILL ONLY BE ALLOWED PR/OR TO n INLET PROTECT/ON (CASQA SE-10) 13. BMPS SHALL BE MAINTAINED AND INSPECTED DAILY TO MINIMIZE THE APPLICAT/ON OF ASPHALT SEAL COATS AND ONLY WHEN ALL A" "A" AND/OR PREVENT THE ENTRAINMENT OF SOIL /N RUNOFF FROM PERTINENT DRAINAGE INLETS ARE PROTECTED. DISTURBED SO/L AREAS ON CONSTRUCT/ON S/TES. ALL REMOVABLE PROTECT/VE EROSION CONTROL DEVICES SHOWN SHALL BE IN PLACE 10. ALL CONSTRUCT/ON CONTRACTORS AND SUBCONTRACTOR C AT THE END OF EACH WORKING DAY WHEN THE FOUR (4) DAY RAIN PERSONNEL ARE TO BE MADE AWARE OF THE REQU/RED BMPS AND PROBABILITY FORECAST EXCEEDS FORTY PERCENT(403). GOOD HOUSEKEEPING M6ASURES FOR THE PROJECT SITE AND ANY 70 GA. W/RE ASSOCIATED CONSTRUCT/ON STAGING AREAS. 10 3 EA. 2"X 2"NO. 2 WI 14. AFTER A RAINSTORM, ALL PROJECT GENERATED S/LT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS, ONSITE PUBLIC DRAINS It. DISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY E AND P/PES, DRAINS AND PIPES OF AD✓ACENT PROPERT/ES AND DEWATER/NG GROUNDWATER THAT HAS /NF/L TRATED INTO THE FABRIC 50'M/N. DES/LTING BASINS AND THE BASINS PUMPED DRY. ANY GRADED CONSTRUCT/ON SITE/S PROHIBITED. DISCHARGING NON-CONTAMINATED OR FOUR 77ML-S 711E CIRCUMFERENCE OF SLOPE BMPS DAMAGED DURING A RAINSTORM SHALL ALSO BE GROUNDWATER PRODUCED BY DEWATERING ACTIVITIES MAY REQUIRE A p = THE LARGEST CONS7RUC770N VEHICLE TIRE, 100' 0 100' 200' 300' IMMEDIATELY REPAIRED. FAILURE TO PROVIDE EFFECT/VE MAINTENANCE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) WHICHEVER/S 0REA7ER. MAY RESULT IN PENALTIES. PERM/T FROM THE REGIONAL WATER QUAL/TY CONTROL BOARD. %ZWOVs/V D 1RRI ^ SCALE/N FEET SILT STOP W ANCHOR FABRIC CRUSHED AGGREG47E GREATER THAN 3" 15. DISCHARGING OF CONTAMINATED SOILS VIA SURFACE EROSION /S 12. STORM WATER RUNOFF SHALL NOT BE-DIRECTED OVER ANY PAD BUT SMALLER THAN 6" CORRU04TED STEEL PANELS ORIGINAL PROHIBITED. SLOPES WITHOUT PERMANENT DOWN DRAINS INSTALLED. EROSION AND =III NOTE SEDIMENT CONTROLS INCLUDING MAINTENANCE ARE REQUIRED ON ALL - GRADE 16. CONSTRUCT/ON ACCESS POINTS SHALL BE STAB/LIZED WITH A EXPOSED SLOPES UNTIL SUFFICIENT PERMANENT LANDSCAPING HAS =IIIII =1111 REFER 70 APPROVED ROUGH GRADING PLANS DELTA 1 FOR TRACT 30698. REFER TO APPROVED STREET IMPROVEMENT COMB/NATION OF ROCK AND SHAKE PLATES YEAR-ROUND TO BEEN ESTABL/SHED. 1009 SLOPE PROTECTION MUST BE IN PLACE z 12"MIN. UNLESS 07HL-RW/SE F/L7ER FABRIC PLANS FOR TR40T 30698. REFER TO APPROVED SEWER AND PREVENT TRACK-OUT. ROUTINE STREET SWEEP/NG SHALL BE PR/OR TO THE ISSUANCE OF THE FINAL CERT/F/CATE OF OCCUPANCY. EXIST. ORJ II. �11=11 SPEC/PIED BY A SOILS ENGINEER WATER PLAN FOR TRACT 30698. PERFORMED ON ALL PAVED STREETS WHERE TRACKING /S OBSERVED. PROPOSED S/OE V/EW 6"SQ• SECT/O N.T.S_- A" REFER TO APPROVED STORM OR4/N PLANS FOR TRACT 30698. VACUUM SWEEPERS SHALL BE USED WHEN STREET SWEEP/NG 13.. VEGETATION CLEARING AND BRUSHING ACTIVITIES SHALL NOT B FRONT V/EW E GROUND NOTES. BECOMES INEFFECTIVE. INITIATED DURING THE WET SEASON ON ANY SITES WHICH ARE NOT w ADEQUATELY PROTECTED WITH DES/LTING BASINS OR OTHER n S/L T FENCE n STAB/L/ZED CONSTRUCT/O/V ACCESS DETAIL SEPARATE PLANS AND PERM/T.1. WALLS AND '-'-NCIS SAALL BE CONS7RU07ED PER TEMPORARY DRAINAGE OR CONTROL MEASURES. N.T.S N.T.S. 2. THE COMR40TOR SH4LL BE RESPONSIBLE TO COORD/HATE WORK/N CLOSE PROXIM17Y WITH THE UTTL/77ES, STRUCTURES, DRAINAGE, LANDSCAPING, ETC. S EGPC-2021-0015 YARR ENG. DATE REVISIONS APPR. DATf THESE PLANS HAVE BEEN REVIEWED FOR C0MP1mNCE W/7H 1HE PREPARED SY.• SEAL CITY OF LAKE ELSINORE SHEET J� APPROPR/ATF CORD/770NS OF DEVELOPMENT AND/OR C/7Y AND STATE pFESS LAWS AND HAVE BEEN FOUND ACCEPTABLE 2``9pc q ENG/NEER3 0 EM A roved h2V J� �q ly CI IL ENGINEERS,PLANNERS.SURVEYORS /-�� ���/-� y Z 18W COMPTON AVENUE,SUITE 100-RONA,CA.92881-3370.951-734-2130 TRACT M4 NO. 30698 10 I w No.saa03 SCALE., PRECISE GRADING PLAN - 'SET B" OF 9-14-2021 y �or` c(�Q a 0712012021 * P•8/30&' * I._1w BENCH MARK. LOTS 37-47, 69-70, 88-96, SHEETS EMON HAB/B, R.C.E. No. 83156 DATE VICTOR A. ELIA DATE 119-123 128-150 FILE No. C17Y ENGINEERP.E. No. 64803 `�q CIVIC ��o EL-30-80 C17Y OF LAKE ELSINORE �`OF Go DATE 7-20-2021 SEF SHEET N0.26 MR PESO. I EROSION CONTROL PLAN 21-304 16