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HomeMy WebLinkAbout001 GRAMVG TINES ENGINEERS NOTICE 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE MUNICIPAL CODE,CHAPTER 15.72 AND CITY OF LAKE ELSINORE 1. CONTRACTOR AGREES 7H4T HE SHALL ASSUME SOLE AND COMPLETE APPUC 6LE STANDARDS AND SP£CIFM47IONS AND THE LATEST EDITION OF 7HE UNIFORM BUILDING CODE(U.B.C.),CHAPTER 33. RESPONSIBILITY FOR JOBSITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, oR 2 A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT CITY OF LAKE ELSINORE,PRIOR TO ANY OPERATIONS INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL 3 THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTTFY ALL UTILIN COMPANIES AND UNDERGROUND SERVICE ALERT APPLY CON17N000SLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE y (USA)AT(1-800-422-4133)FORTY-OGHI(48)HOURS PRIOR TO GRADING. CONTRACTOR SHALL DEFEND,INOEMNIF;AND HOLD THE OWNER AND ENGINEER /±���1 HARMLESS FROM ANY AND ALL LIABILITY,REAL OR ALLEGED,IN CONNECAON WITH 4. THE CONTRACTOR SHALL NOTIFY THE CITY'ENGINEERING DEPARTMENT AT LEAST TWENTY-FOUR(24)HOURS IN ADVANCE OF LEGEW THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LABILITY ARISING � BEGINNING GRADING OPERATIONS. Q -CENTERLINE FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CRY ENGINEER. - FF -FINISH FLOOR 2. ALL UNDERGROUND UTILITIES OR STRUCTURES,REPORTED OR FOUND ON PUBLIC �'TEs Ro 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTIGIL, UNLESS OTHERWISE APPROVED,AND SHALL BE FS -FINISH SURFACE 60RE D SHOWN ON THE PLAN FL -FLOW LINE \ RECORDS,ARE INDICATED WITH 7HDR APPROXIM47F LOCATION AND EXTENT THE 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 lER7)CAL,UNLESS OTHERWISE APPROVED,SHALL BE SHOWN GF -GARAGE FLOOR / OFNER,BY ACCEPTING THESE PLANS OR PROCEEDING WITH 7HE IMPROVEMENTS HEMLOCK STREET z 1 ON PLAN,AND SHALL NOT HAVE LESS THAN 90T RELATIVE COMPACTION OUT 70 THE FINISHED SURFACE. P -PAD ELEVATION HEREON,AGREES TO ASSUME LIABILITY AND HOLD 7HE ENGINEER HARMLESS FOR .� 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 9OX DENSITY AS DETERMINED BY THE MODIFIED THREE()LAYER AS TM 3 PL -PROPERTY LINE ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR s STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS,OR THOSE D-1557-70 TEST ME/HOD. HP -HIGH POINT CONS7RUC7ED AT VAR4WCE WITH REPORTED OR RECORD LOCATIONS. THE 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS SCARIFIED,AND INSPECTED BY THE GRADING INSPECTOR MH -MANHOLE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT RW -RIGHT-OF-WAY AND APPROVED SOILS TESTING AGENCY PR/OR TO 7Hf PLACING OF FILL I/ THE U1IU71ES OR STRUCTURES SHOWN AND ANY OTHER FOUND AT 7HE S/1f l7 PRO,�CT TC -TOP OF CURB s �� qy 10. ALL FILL MATERIAL SHALL.BE CLEAN LAR7H. NO FILL SHAD BE PLACED UNTIL PREPARATIDN OF GROUND IS APPROVED BY / SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NO)7fY THE OWNERS OF ALL -DIRECTION OF FLOW THE SOILS ENGINEER. UTILITIES OR SIR(JCTURES CONCERNED BEFORE STARTING WORK. ® -AIR CONDITIONING PAD 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS 7FGW 3f'PER FOOT FOR A MINIMUM OF - OLIVE STREET THREE(3)FEET THEN 1%(MINIMUM)TO FLOW LINE OF EARTH SCALE. 61 -LOT NUMBER J. THE ENGINEER PREPARING 7HESE PLANS WILL NOT BE RESPONSIBLE FOR, OR VILLAGE PATLKw 12 MINIMUM BUILDING PAO AND DRAINAGE SCALE SLOPE SHALL BE 1%IF CUT OR FlCL SLOPE IS LESS THAN 7EN FEET(10 J, CHANE FOR, UNAUTHORIZED CHANGES TO OR USES DF THESE PUNS. ALL LOT :i' -H.O.A. MAINTAINED CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE AND 2R IF CUT OR FILL LS GREATER THAN TEN FEET(10). DRAINAGE SWALES SHALL BE A MINIMUM OF 0.5'DEEP AND LANDSCAPED OPEN SPACE PREPARER OF THESE PLANS CONSIRUC7ED A MINIMUM OF TWO FEET(2)FROM THE TOP OF CUT OR FILL SLOPES. __ -TENTATIVE TRACT 31920-7 VICINITY MAP LEMON STREET 13. PROVIDE 5'WIDE BY P HIGH BERM OR EQUIVALENT ALONG 7HE 7UP OF ALL FILL SLOPES OVER 5'HIGH BOUNDARY 4. QUANTITIES SHOWN HEREON ARE PROWDED.FOR BONDING PURPOSES ONLY. 14. PROVIDE A BROW DITCH,DESIGNED TO HAND ONE HUNDRED(100)YEAR STORM FLOWS ALONG ME TOP OF CUT SLOPES -EXISTING 8" WATER LINE �ftlop CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR TO EXISTING STORM DRAIN LINE BIDDING FOR CONSTRUCTION. 15. NO OBSTRUCTION OF FLOODPL1NS OR NATURAL WATERCOURSES SHALL BE PERMITTED. - 16. A SOILS ENGINEER SHALL BE RETAINED BY IHE DEVELOPER, TO SUPERVISE GRADING AND PROVIDE A FINAL SOILS REPORT �' -EXISTING 8" SEWER LINE - EROSION CONTROL NOTES WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE CHMMCTERISTICS OF THE SOIL. ® BACKFLOW PREVENTER 17. GRADING CER77FICAWN BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPAC7ION REPORT BY A SOILS ENGINEER >--)b -EXISTING FIRE HYDRAINT 1. ALL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE WITH CITY OF LAKE SHALL BE SUBMITTED TU THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS � -EXISTING STREET LIGHT SOLS ENREERS COMMATE ELSINORE ORDINANCE NOS 529, 772,802, 1237, 1004, CONSTRUCTION SITE BEST ESI 18. THE SOILS ENGINEERING INVESTIGATION PREPARED BY CONVERSE CONSULTANTS DATED DEC.5,2013 AND SOXWORKSa11ED - ESI GEMENT PRACTICES(BMPS),AND STANDARDS OUTLINED WITIIIN THE LAKE ELSINORE OCT.5,2012 ARE A PARK OF THIS GRADING PLAN AND SHALL BE CONSIDERED A PART OF THIS GRADING PLAN AND SHALL BE - -PROPOSED DRIVEWAY DEPRESSION THESE GRADING PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED AND FOUND 70 D DGN MANUAL. IN COMPLIANCE -__---_-____ BE IN CONFORMANCE WITH 7HE RECOMMENDATIONS AND SPECIFlGITIONS OUTLINED IN 2. THE DEVELOPER/CON7)UC70R IS RESPONSIBLE FOR ANY DISCHARGES BY THE SOILS AND GEOL RECONFPUSSANCE REPORT PREPARED FOR THIS SUBCONTRACTORS 19, A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. ____ DEVELOPMENT. J. IN CASE OF EMERGENCY GILL PAUL WARNER(RESPONSIBLE PERSON)AT WHERE SPECIFIC ELEVATIONS ARE REQUIRED, 7H£ELEVATION(WITH RESPECT TO MEAN SEA LEVEL)SHALL BE GIVEN. IF AN °'®®®''®'-EXISTING PERIMETER WALL "" PER EXISTING PERT PLAN AND PERMIT (951)712-4406 (24-HOUR PHONE NUMBER). ELEVATION W7H RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND 4. DEVICES 70 REDUCE EROSION DAMAGE SHALL NOT BE PLACED MOVED, OR MODIFIED SHALL BE GIVEN. I'_.:,! -EXISTING PILASTER - 19 20 Y1 (SIGNATURE) ( 5.E TE) WITHOUT THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS OR,IN AN EMERGENCY,BY 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY PER SEPERATE PLAN AND PERMIT 22 ' THE PERSON RESPONSIBLE FOR GRADING OPER477ONS CQN57RUCTON/GRADLNG 23 N0.BFm> 5. AREAS THAT ARE CLEARED AND GRADED SHALL BE LIMITED TO ONLY THE PORTION OF -PROPOSED TUBULAR STEEL FENCE - 24 7H£SITE THAT IS NECESSARY FOR CONSTRUCTION THE CON57RUCTON'I SITE SHALL BE 21. STABIL17Y CALCULA770NS W H A SAFETY FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER 70 THE PER SEPERATE PLAN AND PERMIT 18 25 -PROPOSED 6' RETURN WALL BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES'OVER THIRTY FEET(30)IN VERTICAL HEIGHT. 26 (SIGNATURE) C (DAZE) MANAGED TO MINIMIZE THE EXPOSURE TIME OF DISTURBED SOIL AREAS THROUGH PHASING 27 _ AND SCHEDULING OF GRADING AND THE USE OF TEMPORARY AND PERMANENT SOIL 12 A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FALLS GRE47ER THAN ONE FOOT(1). PER SEPERATE PLAN AND PERMIT f 7 28 Op p STABILFZA7ION. 23 IF STEEP SLOPING TER241N OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE CLEARED KEYED AND 15ENCHED -PROPOSED 6'VINYL PRIVACY FENCE 4 29 6. ONCE DISTURBED,'GRADED SLOPES EXCEEDING A 3.•l RA770 AND/OR TEN(10)FEET INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PER SEPERATE PLAN AND PERMIT 30 PLACEMENT OF FILL MATERIAL. SLOPES GREATER THAN 5.•1 ARE REQUIRED 70 BE KEYED AND BENCHED. -PROPOSED PVC GATE i6 ST 31 IN HEIGHT(TEMPORARY OR PERMANENT)SHALL BE STABILIZED lF THEY WILL NOT BE , ® ® 6' 32 WORKED WITHIN SEVEN(7)DAYS. DURING 7HE STORM SEASON,ALL SLOPES SHALL BE 24. THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES PER SEPERATE PLAN AND PERMIT 67 1 1 q/ 33 34 STABILIZED TWENTY-FOUR(24)HOURS PRIOR 70 A PREDICTED STORM EVENT A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE MCKFILL OF ALLUVIAL, COLLUVAL,AND TERRACED 15 68 WS 35 CONSTRUCTION SITES SHALL BE RE-VEGETATED AS EARLY AS FEASIBLE AFTER SOIL AREAS AND ANY SUBSTRUCTURES. 69 1 O ® DISTUR&WCE AND WITHIN SEVEN(7)DAYS OF COMPLETION. B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING AND FLUNG OPERATIONS is 70 71 I ® , 7. TILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE C. DURING INSTALLA7TON OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL �J 72 /I 7 SLOPE AT THE CONCLUSION OF EACH WORKING DAY. D. WHEN ANY UNUSUAL GRADING COIVD177ONS ARE ENCOUNTERED DURING CONSTRUCTION � 66 73 I � (V 8. THE CONTRACTOR SHALL BE RESPONSIBLE AND HALE SIGNS POSTED ON THE SIZE TO 25. EROSION CONlROL� ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT OR AN07HER APPROVED 13 - - 7a I J i _ 36 WARN AGAINST PUBLIC 7RESPASS INTO AREAS WHERE WATER IS IMPOUNDED. GROUNDCOVER,AT TWELVE INCHES(12)ON CENTER. SLOPES OVER FIFTEEN FEET 15J IN VERTICAL HEIGHT,IN ADDITION TO A O 75 - _ - 44 9. DUST SHALL BE CONTROLLED.BY WATERING OR OTHER MEMOS APPROVED BY THE ( 65 76 •I .l - I a3 1 42 - CITY ENGINEER. GROUNDCOVER,SHALL BE PLANTED WITH APPROVED TREES,SHRUBS, OR COM&NATION THEREOF. SHRUBS SHALL BE PLANTED 12 Q' 77 I`t 10.PLACEMENT OF DEVICES 70 REDUCE EROSION DAMAGE WITHIN THE DEVELOPMENT AT TEN FEET(10)ON CENIER;TREES AT TWENTY FEET(20)ON CENTER;COMBINATIONS FIFTEEN FEET(15)ON CENTER. �� ® 37 SHALL BE SHOWN ON THE APPROVED PLAN. SLOPES OVER THREE FEET(39 IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH 84CKFCOW PREVENTION 11 3 �• sa ./O ® 41 11.DESICTING FACIU77ES AT ALL DRAINAGE INLETS FOR THE GRADED SITE SHALL BE DEVICES PER U.B.C. C3 78 !"' O ; ./p DESIGNED FOR A TWENTY-FIVE(25)YEAR,SIX(6)HOUR STORM INTENSITY. THEY MUST 26. APPROVED PRO7EC77VE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PR07ECT"DINING 63 /p 45 + O 38 BE DETAILED ON THE PLANS. DESIGN AND SPECIfIC RECOMMENDATIONS SHALL BE PROPERTIES DURING 7HE GRADING PROJECT. 10 $l,' ® ;` A` d7 46 40 (J SUBMITTED FOR THE FOLLOWFNG 27.. APPROVED EROSION PREVENTIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHALL BE 62 ds de s A)DESALTING BASIN VOLUME BASED ON GRADIENT AND NATURE OF SOILS IN PLACE AT 7HE END OF EACH DAYS WORK. B)THE EXTENT OF ALL GRADED AREAS AND IDENTIFICATION OF ANY TEMPORARY SOIL 18. ALL WORK SHALL CONFORM 70 THE CITY AND STATE CONSMUC77ON SAFETY ORDERS 9 50•� � ___= STABILIZ477ON MEASURES 29. 7HE LOGiTKON AND PR07ECWN OF ALL U77L MES IS THE RESPONSIBILITY OF THE PERMME'E. l / 51 - C)SIZE OF DESUTING BASIN OUTLET PIPE AND OVERFLOW. 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOBS17E AT ALL TIMES 6 52 D)DIKE REQUIREMENTS SHOW MINIMUM WALL WIDTH,SLOPE OF WALLS PERCENT 31. SAN?ARV fACIL/NES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERATION. ® COMPACTION,ETC. 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SCOPES IN EXCESS OF 7HREE 7 58 C 53 f)OU71ET CONDI770NS FROM THE DESALTING BASIN SHALL NOT EXCEED DOWNSTREAM FEET(39 VERTICAL HEIGHT WITHIN NINETY(90)DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE U UMITATIONS WITH THE EXCEPTION OF OVERFLOW, WHICH IS TO BE DESIGNED TO PROVIDE 1117H CITY OF CAKE ELSINORE GRADING ORDINANCE NO.881 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 57 54 CAPACITY OF 1.5 TIMES 7HE MAX/MUM DESIGN FLOW. 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILGWIZf THEMSELVES WITH THE SITE AND BE SOLELY 6 59 12.NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND AT CONVENIENT LOC4WNS 55 TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED RESPONSIBLE FOR ANY aWGE TO DUSTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM THEIR OPERATIONS WHETHER ® s6 P OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS 60", _. //p EROSION CONTROL MEASURES WHEN A 50%OR GREATER CHANCE OF RAIN WITHIN A 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE(i)BLUE TOP PER FINISHED PAD,PRIOR TO ROUGH GRADE ;� 5 Q AVEX MAP l// FORTY-EIGHT(46) HOUR PERIOD IS FORECAST FOR LAKE ELSINORE BY THE NATIONAL I � OCEANIC AND ATMOSPHERIC AGENCY(NOA4). APPROVAL. 61 VARIES a 35. APPROXIMATE DATE OF., SHEET NO. o m o m o m 13(IMPS SHALL BE MAINTAINED AND INSPECTED DAILYALL REMOVAL PROTECTIVE EROSON 5H4LL BE IN PLACE AT THE END OF EACH WORKING BEGINNING OPERATION.•71112014 a \\ �� p'� O o 28 o c�.� o MY WHEN 7HE FIVERROL�DAY ES H�N PROB481LLITY FORECAST EXCEEDS Flf7Y(50 PERCENT. COMPLE770N. 7/1/2016 �L V� 5'MIN pL 5'MIN _ 14.AFTER A RAINSTORM,ALL PROJECT-GDVLP47ED SILT AND DEBRIS S�BE REMOVED 3 AS FROM CHECK BERMS ONS17E PUBLIC DRAINS AND PIPES DRAINS AND PIPES OF 36. NO ROCK OR WHIN R IRREDUCIBLE MATERIAL ETFI A MAXIMUM NOSH IRA GREATER THAN THREE INCHES(3)WILL BE 3'MIN 2' 2' 3'MIN `�' WAY ADJACENT PROPERTIES AND DESIL77NG BASINS AND THE 845INS PUMPED DRY. ANY PLACED IN FILLS WITHIN ROADBED AREAS OR THREE FEET(3)OF FINISH GRADES UNLESS THE LOG1170N,MATERIAIS,AND 2 z TYP. GRADED SLOPE BMP'S DAMAGED DURING A RAINSTORM SHALL ALSO BE IMMED14TELY DISPOSAL METHODS ARE SPECIF/CADDY APPROVED BY THE SOILS ENGINEER. REPAIRED. FAILURE TO PROVIDE EFFECTIVE MAINTENANCE MAY RESULT IN PENALTIES 37. 7HE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL 1 m ? N 15,DISCHARGING Of CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED. 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT ® z - VARIES 16. CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A COMBIMTTON OF ROCK 39. THIS SI7£HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM(NPOES)PERMIT TO REGULATE MUNICIPAL �N,-f -_ FF 5 N,. PER PLAN AND SHAKER PLATES YFAR-ROUND TO PREVENT TRACK-OUT. ROUTINE STREET SWEEPING N ggFlFlyy��ggHH SHALL BE PERFORMED ON ALL PAVED STREETS WHERE TRACKING IS OBSERVED. VACUUM z 5%MIN. MI ,'RWR�� I AND INDUSTRIAL STORMWATER DISCHARGES - � -� NPOES WDIDJ&U069003 DATE PERMIT ISSUED.212412014 - t�z yARIE� zl IN - SWEEPERS SHALL BE USED WHEN STREET SWEEPING BECOMES INEFFECTIVE: �� PER PLAN DEEPEN I 40. DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBS7RUCTIONS NO BUILDINGS OR WALLS SHALL BE PLACED WITHIN : GARAGE EASEMENT UM17S: TEMPORARY IMPROVEMENTS ARE SUBJECT TO REMOVAL AT OWNERS EXPENSE. c M FOOTING x I HP CONCRETE BLOCK WALL TO zpOFED itPE ROTATIO Hp ' BE BUILT PER SEPARATE r r= Hp i ! BUILDING PERMIT - S FLOOR 1 SECTION "A-A P=PAD I CONSTRUCTION NOTES EARTHWORK QUANTITIES PAD DIFFERENCE �ga� I- ---a 1 /1n�� �v��mn�� ��n 7,500 CY CUT 7,500 CY FILL IS A'-U'N OR LESS E w� VARIES HP "A" s''_ A' FT=FlNSHEO FLmR DES STORM WATER POLLU MV NOTES fO CONSTRUCT EXTRA DEPTH FOOTING PER DETAIL SHT2 4692 LF <ca 1. 7HE DEVELOPER AND HIS CONTRACTOR ARE RESPONSIBLE F)R/MPLEMENTATTON AND MI MAINTENANCE OF 7HE SWPPP APPROVED,PRE-QUALIFIED BMPS fROM THE CALIFORNIA Q2 INSTALL 4'ABS AS1M-D 2751 SDR-35 DRAIN PIPE 9,343 LF AREA OF DISTURBANCE PL VARIES PER PLAN .g•_�., 1 STORMWATER QUALITY ASSOClAWN(C4SQ4)HANDBOOK/WEBSITE FOR CONSTRUCTION TO RETAIN INSTALL 6"SQUARE GRA7E NDS 5 OR APPROVED EQUAL 449 £ANCRETE BLOCK WALL TO VARI�g SEDIMENTS FROM AREAS DISTURBED ONSITf TO THE MAXIMUM EXTENT PRACTICABLE. THE © i� 462,35330 S.F. 10.27 AC BE BUILT PER SEPARATE VARIES PLR PLAN O NP 1 EROSION CONTROL MEASURES INCLUDE THOSE SHOWN ON THIS PLAN AND APPLICABLE SWPPP, 4 OMIT ONE BLOCK OPENING FOR DRAINAGE 77 EA Z BUILDING PERMIT 10 MIN i z Q •_ ��..{.t J Hp '' AS WELL AS ANY ADOMONAL EROSION CONTROL MEASURES(E.G.,HYDROSEEDING,MULCHING OF - O5 RETAINING WALL PER SEPARATE PERMIT 15 IF TOP OF BERM - N m 1$MIN>10'FROM HOUSE IN vxi STRAW GRAVEL-BAGGING,DIVERSION DITCHES,REIINTION BASINS E7G DICTATED BY FIELD DITC ) IF NO WALL IS USED �.+ 2%MIN<10'FROM HOUSE , CONDITIONS TO PREVENT EROSION AND/OR THE INTRODUCTION OF DIRT,MUD, OR DEBRIS INTO 0 50 100 200 400 23 --- �® 00 ao z 1%MIN>10'FROM HOUSE I LXIS77NG PUBLIC STREETS AND/OR ONTO ADJACENT PROPERTIES DURING ANY PHASE OF ---"---------"--'-------- �r R Nf 2%MIN<10'FROM.HOUSE 2 1 2 I CONSTRUCTION OPERATIONS $MN 1 NAL REAR WALL 5%MIN FG FG FG x HP j FG 2. S70RM WATER POLLUTION PREVENTION PLAN(SWPPP)SHALL BE KEPT ON-SITE AND MADE OPTIO MAX. IN UEU OF BERM 20$ `�� -� AVAILABLE UPON REQUEST OF A REPRESENTATIVE OF THE REGIONAL WATER QUALITY CONTROL SECTION "B-Er 'B�F.j BOARD(RWOCB)-SANTA ANA REGION AND/OR THE CITY OF LAKE ELSINORE. BERM/REAR YARD GRADING TYPICAL LOT DRAWAGE DETAL NTS NTS NOTE:SEE LWDSfME ARCHITECT PUN FOR WALK GE MEM @ LOCATION/SIZE OF STEPS w o a QP L�"-----Zr BV(dIH COLOdBT 80L8 � REVISIONS: PREPARED UN R SUPERVISION OF: SCALE: CITY OF LAKE ELSINORE OWNMQR°FESS/C ( 1°=100' . YOneE a..aso 'Y kNe.CA B2EM CONVERSE CONSULTANTS CONVERSE CONSULTANTS WOODSIDE HOMES �� e�0 �Fy�y EDWARD J.LENTH acxuLTz °°° PRECISE GRADING PLAN SHEET 1 RCE NO.52496 EXP. 12-31-14 DATE. PA'b �0m0 10391 CORPORATE DRIVE 10391 CORPORATE DRIVE 11870 PIERCE`'ST. SUiTE 250 H 49 s 19 REDLANDS, CA. 92373 REDLANDS, CA. 92373 RIVERSIDE, CA. 92505 NO.2-31- m 6/24/14 / -J OF � PLANNEN8 ENGINE ENB SURVEYOR TRACT NO. VF72o-/ � m THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PH; (909)796-0544 PH; (909)796-0544 PH: (951) 710-1900 d*Exp. 12-31-14* APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND BENCHMARK: '�! Jp ' MARK DESCRIPTION ±�YAP'R DATE CIVIL �P THE STATE LAWS,AND PERMIT CAN BE ISSUED. RIVERSIDE BENCHMARK No.BM E-3-70.RD.1279.829. BRASS DISC IN CONCRETE POST 72'NORTH OF"T" LOTS 5-M FILE NO. FAX: (951) 688-8681 DESIGNED BY: DRAWN BY: 9Tf L1 CAL\F �� 71,1 2a F BASSSE INTERSECTION OF OF RYDON STREET AND MISSION TRAIT. 27'EAST OF THE CENTERLINE OF MISSION TRAL. CENTERLINE OF CEREAL STREET.BBNG N5752'48°W,BEIWEEIJ MONUMENTS 3 AND 4,BEING THE CENTERLINE CHECKED BY: PROJECT MANAGER: WALTER E.ALU ON RCE 45448 CITY ENGINEER DATEINTERSECTIONS of cEREAE STREET ANo sro STR AND CO'I STREET. I:\62128\PG\PG-Ol.dwq 6/24/14