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HomeMy WebLinkAboutENG-2021-00154 PGP PLAN NO 22-085-22-088 CITY OF LAKE ELSINORE S� y ti P T 2 W N yP y GRADING NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE MUNICIPAL CODE,CHAPTER 15.72 AND APPUCABLE STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE UNIFORM BUILDING CODE(U.B.C.), CHAPTER 33. 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINORE,PRIOR TO ANY OPERATIONS. LAKE 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A.ALERT(1-800-422-4133) PRECISE GRADING PLAN FORTY-EIGHT(48)HOURS PRIOR TO GRADING. 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST TWENTY-FOUR(24)HOURS IN ADVANCE IN THE CITY OF LAKE ELSINORE OF BEGINNING GRADING OPERATIONS. LOTS 7&2 M.B.6174 5.6. CUTT SHALL BE SLOPES SHALLNTROLLED BY BE NO STEEPER THRINGAN 2 HOER ZONTAL OTHER TTOS APPROVED BY THE CITY ENGINEER.VERTICAL,UNLESS OTHERWISE APPROVED,AND SHALL BE A.P.N.:374-083-033&034 VICINITY MAP SHOWN ON THE PLAN. N.T.S. 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,SHALL BE SHOWN ON PLAN,AND SHALL NOT HAVE LESS THAN 90%RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE MODIFIED THREE(3)LAYER A.S.T.M. D-1557-70 TEST METHOD. % 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED,AND INSPECTED BY THE GRADING INSPECTOR D tl PROPERTY ADDRESS AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL. ca ` ' � � F 10 ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS APPROVED I ' BY THE SOILS ENGINEER. II.I 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN%'PER FOOT FOR A MINIMUM OF �_', ao N LOWELL STREET THREE(3)FEET,THEN 1%(MINIMUM)TO FLOW LINE OF EARTH SWALE. "" �' J LAKE ELSINORE,CA ZIPCODE 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OR FILL SLOPE IS LESS THAN TEN FEET(10'), vi a i N P.L. Q AND 2%IF CUT OR FILL IS GREATER THAN TEN FEET(10').DRAINAGE SWALES SHALL BE A MINIMUM OF 0.5'DEEP AND Ill ~'P N O W 1' A.P.N.374-083-019&374-083-020 CONSTRUCTED A MINIMUM OF TWO FEET(2')FROM THE TOP OF CUT OR FILL SLOPES. 1 � � I 13. PROVIDE 5'WIDE BY V HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH 14. PROVIDE A BROW DITCH,DESIGNED TO HANDLE ONE HUNDRED(100)YEAR STORM ROWS ALONG THE TOP OF CUT SLOPES. 2 x w OWNER/DEVELOPER 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. HO SE 22' SS 1' w 22'x 0' H SE 'x20' .5' 3 A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER TO SUPERVISE GRADING AND PROVIDE A FINAL SOILS REPORT FF 4.66 16. GA AGE %' FF 6.17 1 RAGE eo DEL VINO DEVELOPMENT,INC WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF THE SOIL. 5� PE 4.0 FF .66 �0 PE .5 F 56.17 12463 RANCHO BERNARDINO ROAD #576 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS ENGINEER 31 1 PE 6 .0 f w 3.75 P 55.5 n SAN DIEGO,CA.92128 SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS. 18. THE SOILS ENGINEERING INVESTIGATION DATED MARCH 16,2020 PREPARED BY SOUTH SHORE TESTING&ENVIRONMENTAL h L o i z AND THE ENGINEERING GEOLOGIC INVESTIGATION DATED MARCH 16,2020 PREPARED BY SOUTH SHORE TESTING& ENVIRONMENTAL,SHALL BE CONSIDERED A PART OF THIS GRADING PLAN AND SHALL BE IN COMPLIANCE. 2 I L a EARTHWORK OUANTITES� 19. A REGISTERED CIVIL ENGINEER OR UCENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. a WHERE SPECIFIC ELEVATIONS ARE REQUIRED,THE ELEVATION(WITH RESPECT TO MEAN SEA LEVEL)SHALL BE GIVEN. IF L AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REWIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT I W i EXCAVATION EMBANKMENT GROUND SHALL BE GIVEN. 450 C.Y. 450 C.Y. 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY u. CONSTRUCTION/GRADING. / av :•' QUANTITIES ARE AN ESTIMATE AND DO NOT 21 STABILITY CALCULATIONS WITH A SAFETY FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE REFLECT SHRINKAGE OR SUBSIDENCE OR BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER THIRTY FEET(30')IN VERTICAL HEIGHT. a $go LOSS DUE TO ROCK. 22. A FINAL COMPACTIN REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE(1)FOOT. I . PI o 2 11 All 23 IF STEEP FIRM NATURALING SOILTFORIFULL SUPPORT.PRCURS UPON EPARATIONCH FILL IS TO BE PLACED,IT MUST SHALL BE APPROVED BY ABE CLEARED,REGISTERED SOILS D AND ENGINEER PRIORCHED INTO TO oP SI - - •: .. ': - R' AREA PLACEMENT N FILL MATERIAL. SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED. ' �', - -�- 24. THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: TOTAL PARCEL 1: 8,276.40 SF(0.19 AC NET) A.UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF - _ - - - -- TOTAL PARCEL 2: 8,276.40 SF(0.19 AC NET) ALLUVIAL,COLLUVAL AND TERRACED AREAS AND ANY SUBSTRUCTURES. TOTAL PROJECT 16,553.0 SF(0.38 AN NET) B.DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTIN,BENCHING AND FILLING OPERATIONS. OW L N18240 E 8 E T C.DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL. _ LEGAL DESCRIPTION D.WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. 25. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT OR ANOTHER APPROVED GROUND PORTIONS OF LOTS 1 AND 2 IN BLOCK 62 OF COVER,AT TWELVE INCHES(12•)N CENTER. SLOPES OVER FIFTEEN FEET(15')IN VERTICAL HEIGHT,IN ADDITION TO HAZARDS RE-SUBDIVISION IN LAKE ELSINORE,IN THE GROUND COVER,SHALL BE PLANTED NTH APPROVED TREES,SHRUBS OR COMBINATION THEREOF. SHRUBS SHALL BE CITY OF LAKE ELSINORE,COUNTY OF RIVERSIDE,STATE PLANTED AT TEN FEET(10')ON CENTER; TREES AT TWENTY FEET(20')ON CENTER; COMBINATIONS FIFTEEN FEET(15')ON OF CALIFORNIA,AS SHOWN BY MAP THEREOF DULY CENTER. SLOPES OVER THREE FEET(S)IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH -- - - RECORDED IN BOOK 1,PAGE 47 OF MAPS,IN THE BACKFLOW PREVENTION DEVICES PER U.B.C. -- OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT. 3 t3- 27. APPROVED EROSION PREVENTIVE DEVICES SHALL BE PROVIDED AND MAINTAINED WRING THE RAINY SEASON AND SHALL BE :, BASIS OF BEARINGS IN PLACE AT THE END OF EACH DAYS WORK. INDEX MAP 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. BASIS OF BEARING 7 THE CENTERLINE W SUMNER 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE. � 2019-00004. AVE BEING N71'34'4TW PER LOT LINE ADJUSTMENT NO 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIME. 01 31, SANITARY FACILITIES SHALL BE MAINTAINED N THE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERATION. 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS OF THREE SOILS ENGINEER'S CERTIFICATE ENGINEER'S NOTICE (3)FEET VERTICAL HEIGHT WITHIN NINETY(90)DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN SOURICE OFC SURVEY TOPOGRAPHY EFORMED ON PRIVATE ENGINEER'S NOTES TO CONTRACTOR ACCORDANCE WITH CITY OF LAKE ELSINORE GRADING ORDINANCE NO.882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 33. ANY CONTRACTOR PERFORMING WORK N THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE SOLELY THESE GRADING PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED AND FOUND TO BE IN MONTH D 202X BY A SURVEYING COMPANY. 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACUTIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. CONFORMANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS OUTUNED IN THE SOILS CONSTRUCTION,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY.THIS THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS.THESE LOCATIONS ARE 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE(1)BLUE TOP PER FINISHED PAD,PRIOR TO ROUGH GRADE AND GEOLOGICAL RECONNAISSANCE REPORT PREPARED FOR THIS DEVELOPMENT. REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE CONTRACTOR,SO THAT ANY APPROVAL. - ,/ 422VJ WORKING HOURS.THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD THE NECESSARY ADJUSTMENT CAN BE MADE IN AUGNMENT AND/OR GRADE OF THE PROPOSED 35. APPROXIMATE DATE OF: -f;' OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,REAL OR IMPROVEMENTS.THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO BEGINNING OPERATION: MARCH 1,2022 SIGNATURE RCE N0. DATE GRADING TOLERANCE NOTE: ALLEGED,IN CONNECTION WTH THE PERFORMANCE OF WORK ON THIS PROJECT PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER UNES NOT OF RECORD OR NOT SHOWN ON COMPLETION: SEPTEMBER 30.2022 GRADING SHALL BE ONE WITHIN TOLERANCE OF LOPE OF THE GRADES EXCEPTING FOR LIABILITY ARISING FROM THE NEGLIGENCE OF THE OWNER OR THESE PLANS. 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN THREE INCHES( WILL BE AND ELEVATIONS SHOWN ONTHESEE PLANES.ALL SLOPES SHALL BE ENGINEER. PLACED IN FILLS WITHIN ROADBED AREAS OR THREE FEET(3')OF FINISH GRADES,UNLESS THE LOCATION,,MATERIALS,AND CONSTRUCTED WITHIN 0.5'OF LOCATION SHOWN N TIESE PLANS.IN NO 2. ALL UNDERGROUND UTILITIES OR STRUCTURES,REPORTED 10 FOUND ON PUBLIC 2. ALL AREAS SHALL SLOPE A MINIMUM OF 2.0%TO STREET,DRIVE OR SWALE UNLESS OTHERWISE DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. SIGNATURE RCE NO). DATE WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE RECORDS,ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT.THE NOTED. 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL. RESPONSIBILITY OF PROVIDING A FINISHED SURFACE THAT WILL NOT POND. OWNER,BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT. HEREON,AGREES TO ASSUME UABILITY AND HOLD THE ENGINEER HARMLESS 3. QUANTITIES SHOWN HERE ARE FOR PLAN CHECKING PURPOSES ONLY.CONTRACTOR IS 39. DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS.NO BUILDING OR WALLS SHALL BE PLACED WITHIN FOR ANY DAMAGES RESULTING RN THE EXISTENCE OF UNDERGROUND RESPONSIBLE TO PERFORM HIS OWN QUANTITIES TAKOFF. 40. EASEMENT LIMITS.TEMPORARY IMPROVEMENTS ARE SUBJECT TO REMOVAL AT OWNER'S EXPENSE. SOILS ENGINEER UTIUTIES OR STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCATIONS. 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBIUTY FOR JOB THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO CONDITIONS; DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT.SAFETY OF ALL PERSONS PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER FOUND AT AND PROPERTY; THAT THE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND NOT UMITED TO SOUTH SHORE TESTING&ENVIRONMENTAL THE SITE.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE NORMAL WORKING HOURS; AND THE CONTRACTOR SHALL DEFEND.INDEMNIFY AND HOLD THE CITY REVVIEWEDuFOR CODE COMPD oANroe DECLARATION OF ENGINEER WORK JOHN FREY OWNERS OF ALL UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING OF ELSINORE AND THE ENGINEER HARMLESS FOR ANY AND ALL UABILITY,REAL OR ALLEGED,IN 23811 WASHINGTON AVE,SUITE C110,#12 WORK CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,EXCEPTING FOR LIABILITY HEREBY DECLARE THAT THE DESIGN OF THE IMPROVEMENTS AS SHOWN N THESE PLANS MURRIETA,CA 92562 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR,OR ARISING FROM THE SOLE NEGLIGENCE OF THE ENGINEER. PRIPARI COMPLIES WITH PROFESSIONAL ENGINEERING STANDARDS AND PRACTICES.AS THE ENGINEER (951)239-3008 LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS.ALL -IT -Al ""APRs-1-90 HrsPSR IN RESPONSIBLE CHARGE OF THE DESIN OF THESE IMPROVEMENTS,I ASSUME FULL CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY rl o"s' RESPONSIBLE CHARGE FOR SUCH DESIGN.I UNDERSTAND AND ACKNOWLEDGE THAT THE 04/19/2022FPRACT�cs THE REPAIRER OFW THESE PLANS. SHEET INDEX: BENCH MARK SIGNATURE OF THE PLANS BY INLAND VALLEY DEVELOPMENT CONSULTANTS,LLC FOR THE 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. RON STEIN, P.E. CITY OF LAKE ELSINORE,AND THE REVIEW OF THE PLANS BY THE CITY OF LAKE ELSINORE,IS WILLDAN ENG NEERING DESIGNAl10N:A STANDARD DISK STAMPED F 307 A REVIEW OF GENERAL COMPUANCE WITH THE DISTRICT STANDARDS THIS IS NOT A CIVIL ENGINEER OF RECORD CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR SHEET DESCRIPTON RESET,SET IN CONCRETE MONUMENT FLUSH DETERMINATION OF THE TECHNICAL ADEQUACY OR ACCURACY OF THE DESIGN OF THE PHELPS ENGINEERING TO BIDDING FOR CONSTRUCTION. 1 TITLE SHEET ////�JJ^� WITH THE RAILROAD PLATFORM. IMPROVEMENTS.SUCH APPROVAL DOES NOT,THEREFORE,RELIVE ME OF MY RESPONSIBILITY 31130 AVIENDA DEL REPOSO 2 PRECISE GRADING PLAN ,}C��� ELEVATION 388.96(NAV 88) FOR THE DESIGN OF THERE IMPROYEMENTS. TEMECULA,CA.92591 3 SECTIONS AND DETAILS W /�/A//7 /�/ (951)297-0555 4 EROSION CONTROL PLAN Lawrence R Phelps(Mar24,2022 1 :02 PDT) LAWREANCE R PHELPS RCE 35280 DATE PLANNING NO.: ZGPC-2020-00038 GRADING PREMIT # ENG-2021-00154 THESE PLANS HAVE BEEN REVIEWED FOR WITH THE APPROPRIATE PREPARED BY: SEAL: BENCH MARK: MARK REVISIONS APPR. DATE CITY OF LAKE ELSINORE SHEET CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT MAY BE PHELPS ENGINEERING QµOFES$104, 1 ISSUED. 31130 AMENDA DEL REPOSO Q4�eE,NCE Rayle^ TEMECULA,CA.92591 r f�yc TITLE SHEET ss)2s7 5� m 4 C�j } /�wre�r�e ieG,df z No.35280 OF 4-26-2022 t E�.9-30-23 A SCALE: FOR SHEETS Lawrence R Phel DT R M HABIB,RCE No.83156 DATE LAWRENCE R.PHELPS DATE slr FILE No. CITY ENGINEER E0 �" N 01V11- LOTS 1 2 0 F 0Al�F� CITY OF LAKE ELSINORE (951)297-0555 DATE: M.B. 6 74 CITY OF LAKE ELSINME CONSTRUCTION NOTES QUANTITIES EXCAVATION/EMBANKMENT 1500 C.Y. Q2 —CONSTRUCT NEW HOUSE,PER ARCHITECTURAL PLANS. 2 EA• PRECISE GRADING PLAN O CONSTRUCT NEW GARAGE,PER ARCHITECTURAL PLANS. 2 EA. I I- I IN THE CrrYLOTS OF LAKE ELSINORE I I I V q CONSTRUCT 4"THICK CONCRETE DRIVEWAY ACCESS,OVER COMPACTED NATIVE 90% 1560 S.F. ¢ LOTS 1 8 2 M.B.6l74 I I Q— ( ) I � I A.p.N.:374-083-033 3 034 B ^ y Ol Q5 CONSTRUCT DRIVEWAY APPROACH(W=16'-20'),PER STREET IMPROVEMENT PLANS 540 S.F. O 0co 00 O ( CONSTRUCT 4"THICK CONCRETE WALKWAY ACCESS,OVER COMPACTED NATIVE(90%) 300 S.F. V O�OgO 61000 O `�M h0 APN 374-080-026 �Oky°� h9 h�0 00 O FC e�Ss80 Q CONSTRUCT RETAINING WALL(H=6'MAX), PER SEPARATE PERMIT.SEE SHEET 3 FOR DETAILS 153 LF. I I 60• ,� ba- 6°`' '� '°'S' �� ��h y`•' yh'yo SQ 27 O� y1y e .� GUTTER EXIST CONSTRUCT SIDEWALK,PER STREET IMPROVEMENT PLANS 1545 S.F. 7 S03'21'57"E F 165' 0 7 I I gQ—CONSTRUCT CURB&GUTTER,PER STREET IMPROVEMENT PLANS 310 LF. �01 a I 81.25 „ 81.25' I I 10 CONSTRUCT SIDEWALK RAMP,PER IMPROVEMENT PLANS 3 EA. G` Q, v R W I v w U a ,<`� fL 3A I 98, CBS Sq8 y ..I P. I 11 CONSTRUCT ALLEY PAVEMENT PER DETAIL SHEET 3 1044 S.F. �- Do 9 FLs 8 Q N� 3y C9 `�.? n' b��" FC 550� " F�•y 11 12 CONSTRUCT 18"WIDE CONCRETE GUTTER PER DETAIL SHEET 3 110 LF. Z I m E 6 I tiA SS p EXISTING POWER POLES PROTECT IN PLACE 1 EA. vi DA GHT LINE 629 C S•3 a L55.,5 NE 1 0 m g I N 6�`O I N FL 54'A 1114 RELOCATE SIGN PER STREET IMPROVEMENT PLANS 1 EA. \ \ m I ` 35 R 50/� f Y\P I f 551 01 3� 2.5 I _J 15 INSTALL ON-SITE LATERAL,WATER LINE,1"0 PVC PER EVMWD STD. 106 LF. N II%/ Q = I o W = 6 3 TYP % F� 16 INSTALL WATER METER 1", PER EVMWD STD. W-9(SERVICE CONNECTION) 2 EA. IN 62 FOR 0Cg W IS B M N �- I 17 INSTALL ON-SITE LATERAL,SEWER UNE 4"PVC PER EVMWD STD, 104 LF. ° I I y.50 I N I 5 LN - 15 18 INSTALL RIP RAP (110 S.F.) PER DETAIL-SHEET 3 5 C.Y. d FCS40' 22'x5 2 'x56' X HO 1 E4.13 o f 'x 2O' 3' 11 20' as7 �, I FL FF 6 .66 1T64 .° d° ° GA SAGE °% �I N FF05S 7 .5 5 RAGE x acK Y RIP RAP DATA PE 4.0 o PE 5 5 ° 2( , 6' I ,Ex FF 6 .66 I FF 56.17 0 5'x5' PAD o ° PE 6 .0 T o z 37 ' PE 5 I � #2 RIP RAP o ° 2 3 w ° d 3 C I z APN 374-080-014 SEE DETAIL SHEET 3 I tl 0 ° ° ° N y1 - ° a. ° ° .° d h ;/ 12'x5' PAD ° - v ° FL 6 w y - o ° I #2 RIP RAP GB 3 H I °' X I c Z _ L y _ H, SEE DETAIL SHEET 3 .2 19' ACK yy:S d ky °. I N f� �` ° 5% ° ° I N 2 I f gh0 a V RIE546' 20' Do 6 N FOR 5' ° N ° ° 3' a�yy ,a ° ' ABBREVIATION t L 9 I FL 6 _ _ _ _ __ Qv _ 3' 7�1/ FF FINISH FLOOR •4 6� d 1 ° PE PAD ELEVATION z FS FINISH SURFACE g x G0 rye` A� -y5 -y:� -4 ° -y FG FINISH GRADE a 6 a e'• TW 9.2 N6 fV-y Y y TW TOP OF WALL i ♦y ° 1W 56. ) M fG y f 17 1% Q ¢a x- BW BOTTOM OF WALL a 1 BW 54. I FL FLOW LINE ° a ° w 0 �"I R/W RIGHT-OF-WAY i FG 54.5 ^ m ° TC TOP OF CURB Do I N C�Q�D 7 A FG 54.5 6 I ® ' f� S AC ASPHALT CONCRETE M o R1 5y-1 0 6 A PP POWER POLE y I � 81.25 d0 ° 3*., B f TYP TYPICAL a' 13 - - - - - - - ° - _ _ _ _ _ _ - HP HIGH POINT 14 PP�'y _ ° R/Vy ti 16 hry0 ° °a PL PROPERTY LINE CI�L STOP SIGN ® 1 a° d d ° 1 ° o ° h 4F0 10 - 1 ° ° - 8 ° a G a92 LEGEND d - - - °. -° a Ad ° CUT SLOPE �"�' REVIEWED FOR CODE COMPLIANCE CONCRETE PAVEMENT E 0 15 'CC' 4G �O 15 ,�O 9 �G �--} FLOW LINE ' £Df£OF EX T A.C.PAYEMENDRIPRAP Hrs TEN R EVE HsRE� EER R n°nss.1-ResPOHsieaRovu ev o,Hen SEPERA ION EXIST WATERLINE "� SEPERATION CENTER LINE 04/19/2022 RovA�ooESRo. cHRRLN.cooesnICATO HERRFP°RRRDDOCU"` 0 EA? MANHOLE A c N1874'OOE I ---- PROPERTY LINE RONSTEIN, P.E. EST SEVIER LINE WILLIDAN ENGANEERING 1 /1L 17 /- RETAINING WALL —1359— EXISTING CONTOUR SIGNATURE^t E N 10' 0 5' 10' 20' ti SCALE: 1"=10' PLANNING NO.: ZGPC-2020-00038 GRADING PREMIT #ENG-2021-00154 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL: PHELPS ENGINEERING CITY OF LAKE ELSINORE SHEET CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT MAY QaOFESS1 31130 AVIENDA DEL REPOSO BE ISSUED. y�9e�kCE R,oyi^�` TEMECULA, CA. 92591 lakompli 2� Z2Lf�,j (951) 297-0555 PRECISE GRADING PLAN 1lI ^ m SCALE: BENCH MARK: FOR 4 4-26-2022 V N A LawrenceR Phelps(Mar21,202215: PDT) * Exp.B�iu-s3 * °F SHEETS MON HABIB,RCE No.83156 DATE LAWRENCE R.PHELPS DATE �,TEOFIviv P AS NOTED SEE SHEET 1 LOTS 1 & 2 FILE No. CITY ENGINEER (951)297-0555 M.B. 6 �4 22-086 CITY OF LAKE ELSINORE DATE: OCTOBER 2021 CITY OF LAKE ELSINORE CONTROL OONC.SLAB WITH JOINT... 14 REBARS EACH WAY AT 18'0/C... REVIEWED FOR CODE COMPLIANCE DI II DrR—IODEMD- Cc�R�'�o? O —11E H,sPE CONT./4 o��04/19/2022 F P REBAR... RON STEIN, P.E. BX 8X 16 SOLID WILLDAN ENG NEERING GROUT CMU... HENRYS AQUA-BLOCK PRECISE GRADING PLAN 2"CUR... OS WATERPROOFING IN THE CITY OF LAKE ELSINORE i APPLIED TO BLOCK WALL PER MANUF.WRITTEN L0T31 8 2 M.B.8/74 ZR REBARS �INSTRUCRIXJS.. A.P.N.:374-W3-033&034 b OT./ 4"DIA.PERFORATED /4 HORIZ R'ARS PIPE WITH 1 SO.FT AT 24"O/C... OF GRAVEL... NOTE.• 1370 1370 OVER EXCAVATE 2'DEEP BY 5'BEYOND BUKDING UNE AND RECOMPACT ____ ___- ___- H(ft) L(ft) LI(ft) hl(ft) A -- - - - 1360 -- 1360 3-O' 1-O" 1-3" pp5./ T6 0 C B 5'-0" 2'-6' l'-O• I'-O" //4 Ai i6 0/C E SECT/ON A—A — C 4'-0' 2'-6" 6" 6' 1a"AT o%c g h 1350 HOR 1"10' 1350 1-g° N CONIC.SLAB WITH o CONTROL A4 REBARS EACH `r JOINT... WAY AT 18"0/C... • g P.L. 1370 1370 N N IF 6#66 PE 6400 I 1360 gq 1360 0 14 AT 24"O/C-HORIZ... a sEcrioN a-e 0 " HENRY'S AQUA-BLOCK �r 1350 HOR.• 1 10' 1350 8X8X16 C.M.U. OS WATERPROOFING V£R.• 1"'=4' SOLID GROUTED- APPLIED TO BLOCK WALL y SPECIAL INSPECTION PER MANUR WRITTEN REQUIRED... INSIRUCRONS... PL 10' m 6'7HICJC CONCRETE GUTTER � 'CLR... BACKFILL TO BE APPROVED c 0.254am' BY THE SOILS ENGINEER... -y W16 x6"-W1.4xWL4 OW REINF. a P.L. CENTERED IN CONC A o P.L. 1370 1370 _ "A'SEE y 0�, - TABLE BELOW... SECTION c-C S HOR, 1"fU' OMPACTED CLASS If VFR. 1._4. AGGREGATE BASE Q 7360 1360 ALLEY DETAIL a U N.T.S. 4"DIA.PERFORATED o PIPE WITH I SO.FT Q OF GRAVEL... 1350 1350 a NAT. o �GRADE.� ' Q' nNISHCG cRA.r uNr 24"0/C... _ 0 5 Na/2 RrP RAP - 3'CLR... ge (2)/4 REBARS SEE N01E 20 AT TOP AND z --BOTTOM. _ _ _ .. COW IN LIEU OF 25A,AS AN OPBON I� — FILLA� T-0"MIN. � EXTEND F000NG DEPTH 12"& - — — — — — — — —�.- e 6° REDUCE FYG®FOUNDAwN BY u" FINISHED GRADE LINE TO DAYLITE.. O O REBAR � m CONT... RAP � �— �-- b ..I 3"CLR... A4 AT 24'O/C... c aarr GEOWXDLE FABRIC AND/Op ]71 MICH F ` p ' �E�AA''NN GRADED AGGRfGAlE ROCK WIIRPILAN pER GEi w,r,Mc a EOVAL NO/2 leP FOOTING DETAIL rs rN RIP RAP DETAIL z'ANa xEr DEvnL LOesT BLNw FILL SLOPE 1-1*PER 0EF1 TABLE BELOW... 1'PER TABLE BELOW... N/S �, PRacCTEO PLANE BENCHING DETAIL I r0 I MAx Emov r0E OF SLOPE TO APMWW GROM NTS RETAINING WALL DETAIL 3 Ci N73' PLANNING NO.: ZGPC-2020-00038 GRADING PREMIT # ENG-2021-00154 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REWENED FOR COMPLIANCE WTTH THE APPROPRIATE PREPARED BY SEAL PHELPS ENGINEERING CITY OF LAKE ELSINORE SHEET CONDITIONS OF DEVELOPMENT AND/OR CITY AND 57A7E LAWS AND A PERMIT pROFESsIoyq 31130 AVIENDA DEL REPOSO 3 MAY BE ISSUED. ��4.3QENCE R,oy7fy TEMECULA. CA. 92591 l I — LR'!-t/mew ��`Z2L.f�Lf �Na 35280�. (ss1) 2s�—osss SECTIONS & DETAILS 4 f V 4-26-2022 Lawrence R Phelps(Mar 21,202215: 1PDT) * E�.9-30-23 * SCALE: BENCH MARK: FOR OF SHEETS R MON HABIB,RCE No.83156 DATE LAWRENCE R.PHELPS DA ��gTfoCiviv AS NOTED SEE SHEET 1 LOTS 1 & 2 FILE No. CITY ENGINEER (951)297-0555 CITY OF LAKE ELSINORE DA7E.� OCTOBER 2021 M.B. 6 74 ob°h° boo fel�l APN 374-080-026 �a59 h 04� Fcs2 0 M' pEROSION CONTROL NOTES: � p.L. S03'21'57"E 165' PDS 85 illw �y �y 1. ALL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE ORDINANCE NOS.529, PDS 86 w e 772. 1237. 1004. CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP'S), AND STANDARDS OUTLINED WITHIN wNVlsuKe�A�r� THE LAKE ELSINORE DESIGN MANUAL. ° e 81.p5 t i '� �� 2. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR ANY DISCHARGES BY SUBCONTRACTORS. ° - some10 i; e)o MATERIALS k WASTE MANAGEMENT CONTROL BMPs: w `1. ,'13. IN CASE OF EMERGENCY, CALL (858) 602-9521 NATHAN HILBIG (24-HOUR PHONE NUMBER). 5 _ ny S F� I. W1A-1 wrL�TsmanaAa 4. DEVICES TO REDUCE EROSION DAMAGE SHALL NOT BE PLACED MOVED OR MODIFIED WITHOUT THE APPROVAL OF a T- gA elys9 O e Sy h � wuvmwIrrIc* ocmmx THE QUALIFIED SWPPP DEVELOPER, CITY ENGINEER, OR IN AN EMERGENCY, BY THE PERSON RESPONSIBLE FOR R W 6 f�- SSA '8 9�` if eolaelewlulEwluOeelr GRADING OPERATIONS. ° F( 'g J3 m �, �, F� I S � wwArtEUAxA�T 5. AREAS THAT ARE CLEARED AND GRADED SHALL BE LIMITED TO ONLY THE PORTION OF THE SITE THAT IS A yA SS V > u I avlrArtTwlerwueslr NECESSARY FOR CONSTRUCTION. THE CONSTRUCTION SITE SHALL BE MANAGED TO MINIMIZE THE EXPOSURE TIME N �.I DAY LITE LINE I R b\I� DAY LI LINE IF � u � OF DISTURBED SOL AREAS THROUGH PHASING AND SCEDULING OF GRADING AND THE USE OF TEMPORARY AND W 9 M TEMPORA. RGNOFF c TBOL BMPs PERMANENT SOILS STABILIZATION. n b, fL 02 ri 54.4 I SS_z rlwAToxvom.a 'PEVIPEV�- 6. ONCE DISTURBED, GRADING SLOPES EXCEEDING A 3:1 RATIO AND/OR TEN (10) FEET IN HEIGHT(TEMPORARY OR 4 �' 2 F� I I' 11B�TATION PERMANENT) SHALL BE STABILIZED IF THEY WILL NOT BE WORKED WITHIN 7 DAYS. DURING THE STORM SEASON, \ w T P 5%/� f NQ f S5• 55.5 I ss-s wac�oalrtr�nR>Blwa �M-�u� ALL SLOPES SHALL BE STABILIZED 24 HOURS PRIOR TO A PREDICTED STORM EVENT. CONSTRUCTION SITES / m rV 3 0R 5' I FO 3' f °� SHALL BE REVEGETATED AS EARLY AS FEASIBLE AFTER SOIL DISTURBANCE AND WITHIN 7-DAYS OF COMPLETION. = NP ss-4 Nr°"°wlglwe �'nP�TSP�' 7. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT THE CONCLUSION Q TYP % ss-6 ss-s mualeWeoolual -S/W'S/Wl OF EACH WORKING DAY. ° = IN 3 FOR 5' 55-7 IIR1uLRMlaAidl(11MIE1q "EBM`^EBM`^ 8. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE SIGNS POSTED ON THE SITE TO WARN AGAINST PUBLIC iv 5% �M Nrss-jj maims eATa TRESPASS INTO AREAS WHERE WATER IS IMPOUNDED. o 9. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. o n 5 e -y 15' sc-1 @LTmWm 10. PLACEMENT OF DEVICES TO REDUCE EROSION DAMAGE WITHIN THE DEVELOPMENT SHALL BE SHOWN ON THE 6i y FC 82 g5' FL SC-z wolrlw rw APPROVED PLAN. 9U_6 _FR_M_ 11. DESILTING FACILITIES AT ALL DRAINAGE INLETS FOR THE GRADED SITE SHALL BE DESIGNED FOR A TWENTY-FIVE a C �_eaww (25) YEAR, SIX (6) HOUR STORM INTENSITY. THEY MUST BE DETAILED ON THE PLANS. o 40 22'X5 2 'x56 DESIGN AND SPECIFIC RECOMMENDATIONS SHALL BE SUBMITTED FOR THE FOLLOWING: a o I Sc-7 wawewAow a) DESILTING BASIN VOLUME BASED ON GRADIENT AND NATURE OF SOILS. HOU E HO SE 2'X2O' I. c-t nn�sauwernortlaol b THE EXTENT OF ALL GRADING AREAS AND IDENTIFICATION OF ANY TEMPORARY SOIL STABILIZATION MEASURES. 16 c SIZE OF DESILTING BASIN OUTLET PIPE AND OVERFLOW. 20' 1370 FL FF 6 .66 T3 22 2O M X FF 5 .17 I FT-1 wu®carmnax anwa ® d DIKE REQUIREMENTS. SHOW MINIMUM WALL WIDTH, SLOPE OF WALLS, PERCENT COMPACTION, ETC. `o PE 4.0 6' GA AGE 2 o a 1 RAGE M X 1 e OUTLET CONDITIONS FROM THE DESILTING BASIN SHALL NOT EXCEED DOWNSTREAM LIMITATIONS, WITH THE FF 6 .66 PE 5 5 I TC-3 onlrr•zloarrawAn® EXCEPTION OF OVERFLOW, WHICH IS TO BE DESIGNED TO PROVIDE CAPACITY OF 1.5 TIMES THE MAXIMUM DESIGN 3 6' 1 x In FF 56.17 I PERMANENT BMI' FLOW. 'R O 'C PE 6 .0 0 3.7 PE 55.5 I -10 nlolel.,aKvaMMaeAMa1YN�AC11� 12. NECESSARY MATERIAL SHALL BE AVAILABLE ON-SITE AND AT CONVENIENT LOCATIONS TO FACILITATE RAPID N 1p' 7' ��9OtiTrD� m CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN A a ow w I D-12 ilJelNATI(M vnvrwaol 11 a 50%CHANCE OR GREATER OF RAIN WITHIN A 48 HOUR PERIOD IS FORECAST FOR LAKE ELSINORE BY THE D-13 rwewrtFxarAoislr000lAa NATIONAL OCEANIC AND ATMOSPHERIC AGENCY(NOAA). � ® O 1 D-3 FMOw rlwaaMtAlsAs 13. BMP'S SHALL BE MAINTAINED AND INSPECTED DAILY TO MINIMIZE AND/OR PREVENT ENTRAINMENT OF SOIL IN < ° RUNOFF FROM DISTURBED SOIL AREAS ON CONSTRUCTION SITES. ALL REMOVABLE PROTECTIVE EROSION CONTROL °: C. ° FL 69 4 5 °, ° LOW IMPACT DEVELOPMENT BMPs t 6'S6 w9NATUMaNATUMLOPANAm.wFumum DEVICES SHOWN SHALL BE IN THE END OF EACH WORKING DAY WHEN THE FOUR (4) DAY RAIN PROBABILITY rn EV ro ° L '� `, asAwwrArtWarATa FORECAST EXCEEDS FORTY PERCENT(407). W y c� 6< I D zz ..I�Y.R,m111RlroxA,uu wuw� 14. AFTER A RAINSTORM, ALL PROJECT GENERATED SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS, 2 4 .° ', ® ONSITE PUBLIC DRAINS AND PIPES, DRAIN PIPES OF ADJACENT PROPERTIES AND DESILTING BASINS AND THE a D 2.2. r�@NOPIWNl4T M91NaRMa6A® Z d T PUMPED DRY, ANY GRADED SLOPES BMP'S DAMAGED DURING A RAINSTORM SHALL ALSO BE IMMEDIATELY G ° YP 5% ''2 •° gN6 V S4 -T 1 0 2.2. u�ram�Aclol REPAIRED. FAILURE TO PROVIDE EFFECTIVE MAINTENANCE MAY RESULT IN PENALTIES. `v FOR 5' f�' S5 _ I fj" ID-2-2 rralWaa�usAcaro 15. DISCHARGE OF CONTAMINATED SOIL VIA SURFACE EROSION IS PROHIBITED. ° 16. CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A COMBINATION OF ROCK AND SHAKET PLATES YEAR 3' fG - 1- ROUND TO PREVENT TRACK-OUT. ROUTINE STREET SWEEPING SHALL BE PERFORMED ON ALL PAVED STREETS 49 ° FL 6 ° E WHERE TRACKING IS OBSERVED. VACUUM SWEEPERS SHALL BE USED WHEN STREET SWEEPING BECOMES In INEFFECTIVE. c f ^ a 1 sc- NPDES/STORM WATER POLLUTION NOTES UJI ° 4 N 5p6 h5 N 5�"A N 1. FOR PROJECTS THAT REQUIRE COVERAGE UNDER THE GENERAL CONSTRUCTION CONSTRUCTION PERMIT, THE PROPERTY OWNER IS RESPONSIBLE FOR m ENSURING THAT A QUALIFIED SWPPP PRACTITIONER (QSP) AND QUALIFIED SWPPP DEVELOPER (QSD) IMPLEMENT AND MAINTAIN THE SWAPPP-APPROVED, `o PRE QUALIFIED BMP'S FROM THE CALIFORNIA STORM WATER QUALITY ASSOCIATION (CASQA) HANDBOOK /WEBSITE FOR CONSTRUCTION TO RETAIN 0. SEDIMENTS AND POLLUTANTS OF CONCERN FROM AREAS DISTURBED ONSITE TO THE MAXIMUM EXTENT PRACTICABLE DURING ANY PHASE OF CONSTRUCTION 54.5 OPERATIONS. FOR ALL OTHER PROJECTS, THE PROPERTY OWNER IS RESPONSIBLE FOR ENSURING THAT BMP'S FOR CONSTRUCTION ARE IMPLEMENTED TO v RETAIN SEDIMENTS AND POLLUTANTS OF CONCERN FROM AREAS DISTURBED ONSITE TO THE MAXIMUM EXTENT PRACTICABLE. THE EROSION CONTROL ° 5 V 5 MEASURES INCLUDE THOSE SHOWN ON THIS PLAN AS WELL AS ANY ADDITIONAL EROSION CONTROL MEASURES DICTATED BY FIELD CONDITIONS TO PREVENT i Ri EROSION AND/OR THE INTRODUCTION OF POLLUTANTS INTO EXISTING PUBLIC STREETS AND/OR ONTO ADJACENT PROPERTIES DURING ANY PHASE OF rn CONSTRUCTION. PP(3 0 i R/W " 0 j °° Z FOR PROJECTS THAT REQUIRE COVERAGE UNDER THE GENERAL CONSTRUCTION PERMIT, THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHALL r ° bry BE KEPT ON-SITE AND MADE AVAILABLE UPON REQUEST OF A REPRESENTATIVE OF THE REGIONAL WATER QUALITY CONTROL BOARD (RWQCB) - SANTA i STOP SIGN ° ��` °. 8 e ° b ? o ° ANA REGION AND/OR THE CITY OF LAKE ELSINORE. i 3. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE d SITE. DISCHARGES OF MATERIAL OTHER THAN STORM WATER (NON-STORM WATER) ARE PROHIBITED EXCEPT AS AUTHORIZED BY AN INDIVIDUAL NPDES OL d PERMIT UNDER THE STATEWIDE GENERAL PERMIT- CONSTRUCTION ACTIVITY. G�. 4. POTENTIAL POLLUTANTS INCLUDE BUT NOT A PART LIMITED TO: SOLIDS OR LIQUID CHEMICAL SPILLS; WASTE FROM PAINTS, STAINS, SEALANTS, SOLVENTS, z DETERGENTS, GLUES, LIME, PESTICIDES, HERBICIDES, FERTILIZERS, WOOD PRESERVATIVES, AND ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; a 's FUELS, OILS LUBRICANTS, AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS; CONCRETE AND RELATED CUTTING OR CURING RESIDUES; FLOATABLE WASTE; �° ti ti° WASTE FROM ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DECREASING; WASTES FROM STREET CLEANING AND SUPER-CHLORINATED POTABLE WATER i W L L FROM LINE FLUSHING AND TESTING. DURING CONSTRUCTION, DISPOSAL OF SUCH MATERIAL SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY 03 EXIST WATERLINE N'oM ED� Nt AREA ON SITE PHYSICALLY SEPARATED FROM POTENTIAL STORM WATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS. c 5. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITE AND MUST NOT BE DISCHARGED TO RECEIVING WATERS OR o CONSTRUCTNIN NOTM FIRST ROW OF BAGS TO REVIEWED FOR CODE COMPLIANCE THE LOCAL STORM DRAIN SYSTEM. a CONSTRUCT STABILIZED CONST. 1800 SF. BE HALF BURIED _ 1 MIL PLASTIC LINING 6. APPROPRIATE BMP'S FOR CONSTRUCTION-RELATED MATERIAL, WASTE, SPILLS OR RESIDUES SHALL BE IMPLEMENTED TO ELIMINATE OR REDUCE TRANSPORT ENTRANCE PER DETAIL HEREON. 2 BAGS a o�,o. FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTIES BY WIND OR RUNOFF. Q GRAVEL BAGS U �"µ8 7. MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED. FUEL TANKS, PORTABLE TOILETS, LIQUIDS GELS AND POWDERS SHALL HAVE SECONDARY y(2 CONSTRUCT GRAVEL BAG AROUND RIP HIGH MIN. (Type 6°;�041s2022 WOOD FRAME RAP PER DETAIL HEREON. 60 E.A. 10' ,yp�2 RIP RAP RON STEIN,P.E. SECURELY CONTAINMENT AND BE STORED AWAY FROM ALL PRIVATE /PUBLIC STORM WATER CONVEYANCE SYSTEMS, SIDEWALKS, RIGHTS-OF-WAYS AND FLOW-LINES. Q SANITARY FACILITIES LOCATION. 1 E.A. wILRONST C,P.E. O FASTENED 8. ALL PORTABLE MIXERS SHALL HAVE PLASTIC LINERS UNDERNEATH WITH GRAVEL BAGS PLACED ON THE DOWN-HILL SIDE OF THE LINERS TO CONTAIN AROUND DISCHARGES. y® INSTALL FIBER ROOLS PER BMP SE-5 235 L.F. C3RAVEL BAG UNLESS OTHERWISE SPECIFIED BY s AKEs ENTIRE AND DETAIL HEREON. LOCAL JURISDICTION USE PIEDASH B A3 SECTION B ENTIRE TER WITH 9. CONTROLLED STREET WASHING WALL ONLY BE ALLOWED PRIOR TO THE APPLICATION OF ASPHALT SEAL COATS AND ONLY WHEN ALL DRAINAGE INLETS ARE r, Q SILT FENCE PER DETAIL HEREON 507 L.F. IVY' COARSE AGGREGATE OR 6'MINUS WOOD STAKES TWO STAKES PROTECTED. © INSTALL CONCRETE WASHOUT PER F,uP INSTALL ROCK FLUSH OR OR BELOW] ROCK 10.ALL CONSTRUCTION CONTRACTORS AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE BMP'S AND HOUSEKEEPING MEASURES FOR THE .. DETAIL HEREON. 1 E.A.. 1o' TOP OF PAVEMENT OR CURB 9'MIN. PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS. d p'A B � -( 11.DISCHARGE CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING GROUNDWATER THAT HAS INFILTRATED INTO THE CONSTRUCTION SITE IS PROHIBITED. E CONSTRUCTION N011m �- 1,� RIP RAP DETAIL + Lo = DISCHARGING NON-CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING ACTIVITIES MAY REQUIRE A NATIONAL POLLUTANT DISCHARGE ELIMINATION o �ry I of o SYSTEM (NPDES) PERMIT FROM THE REGIONAL WATER QUALITY CONTROL BOARD. (DCKZDC) GRAVEL BAGS n NTS Py. VARIES 12.STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER ANY SLOPE WITHOUT PERMANENT DOWN DRAINS INSTALLED. EROSION AND SEDIMENT CONTROLS o FR--+7?-- FIBER ROLLS IIII I 4 (4'MIN.) INCLUDING MAINTENANCE ARE REQUIRED ON ALL EXPOSED SLOPES UNTIL SUFFICIENT PERMANENT LANDSCAPING HAS BEEN ESTABLISHED. 100%SLOPE SILT FENCE 'III,'/Y w �" I NON-WOVE GEOTEXTILE FILTER PROTECTION MUST BE IN PLACE PRIOR TO ISSUANCE OF THE FINAL CERTIFICATE OF OCCUPANCY. COMPACTED SUBGRA "' FABRIC BETWEEN SOIL AND ROCK p DRAINAGE DIRECTION ���W iii Y SECTION A D 13.VEGETATION CLEARING AND BRUSHING ACTIVITIES SHALL NOT BE INITIATED DURING THE WET SEASON ON ANY SITE WHICH ARE NOT ADEQUATELY j FCILL ES SHALL S REA0i4EV FROM CT 7HE SIB of E 'p W 4ITSw v N1£55 PH GA>sY �vs�Nt£ss p �J 14.STOCKPILEPROTECTED OF SOIL SILTING SHALLBESINS OR PROPERLYTHER SECURED WATHRBMP'S DRAINAGE TO ELIMINATE OR REDUCE SEDIMENT TRANSPORT FROM THE SITE TO STREETS, DRAINAGE N17RK AREA AND OYSPoSED OF OR RECYCLED. y iii Y C�S�AMEA AI H�akLY A�6'MIN. FACILITIES OR ADJACENT PROPERTIES. lu FIBER ROLL-200 mm MIN. 15.STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO ELIMINATE OR REDUCE SEDIMENT TRANSPORT FROM THE SITE TO STREET, DRAINAGE FACILITIES - CAUSE DESPRES REMOVAL OTHER GWOUNO RY WA£t4NCES FIBER ROLL DETAIL CAUSED LY THE F84OF THE TENREO A WASHOUT ROPE n PLAN VIEW OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING OR WIND. INACTIVE FOR A PERIOD OF 14 DAYS OR MORE SHALL BE COVERED; ACTIVE FACK/T/LS'SHALL BE&1CKfILLEO.REPAIRED ANO STABL/ZED N75 STAKES 2.2(2',J L)HARDWOOD,D f-I/2-,7_I11'..32 ACNAL CONCRETE WASHOUT STOCKPILES SHALL BE COVERED PRIOR TO A FORECASTED RAIN. T9 PREVENT EROSION. No ABOVE QROUND 16.FOR PROJECT REQUIRING COVERAGE UNDER THE CONSTRUCTION GENERAL PERMIT, SPECIAL ATTENTION SHALL BE GIVEN TO PREPARATION AND INSTALLATION o ct -1`•-F srt T�rwc ARill ' OF THE RAIN EVENT ACTION PLAN (REAP) AS REQUIRED BASED ON SITE RISK LEVEL OR AS MAINTAINED BY THE SANTA ANA REGIONAL BOARD NPDES d a T P NG1N0 NS ' •' `9'MIN. NTS PERMIT, GENERAL PERMIT- CONSTRUCTION ACTIVITIES. sT P" .r�ceoTExnLE FILTER FABRIC o � �, 17.AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY, ALL CONSTRUCTION DEBRIS AND WASTE MATERIAL SHALL BE COLLECTED AND PROPERLY DISPOSED d so To 100 m P. L_DNLEss OTHERWISE SPECIFIED By OF IN COVERED TRASH OR COVERED RECYCLE BINS. E LOCAL JURISDICTION USE ASHTO I3 O CARSE AGGREGATE OR 6'MINUS 18.THE UNDERSIGNED CIVIL ENGINEER, A QUALIFIED QSP AND/OR QSD WALL REVIEW PLACEMENT OF EROSION CONTROL AND INSURE THAT WORK IS IN I i ROCK ACCORDANCE WITH APPROVED PLANS. 16'MIN 300 mm MIN. 1.�+�• NON-WOVE GEOTEXTILE FILTER 19 mmX 19 mm WOOD STAKES ��."� FABRIC BETWEEN SOIL AND ROCK D 10' � 5' 10' fi"MIN MAX.1.2 m SPACING(TYP) .:,s?: (SIGNATURE) (REC NO.)(EXP) (DATE) OPTIONAL IN LIEU OF HYDRO SEEDING A00RECdATE VEHICLE TRAFFIC CONTROL SILT FENCE DETAIL SLOPE PLANNING NO.: ZGPC-2020-00038 GRADING PREMIT # SCALE: 1"=10' 20' NTS NTS THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL PHELPS ENGINEERING MARK REVISIONS APPR. DATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE IF Fo4 31130 AVIENDA DEL REPOSO CITY OF LAKE ELSINORE SHEET 4 LAWS AND A PERMIT MAY BE ISSUED. �gc.3eEacE R,,y�Fy TEMECULA, CA. 92591 1 LaW1-211W If'&gkf j N. 38280 m (951) 297-0555 EROSION CONTROL PLAN OF 4 4-26-2022 Lawrence R Phelps(Mar 21,20221 :24PDT) * EXP.9-30 z3 * SCALE: BENCH MARK: FOR SHEETS �EMCITYOENGNEIER RCE No. 83156 DATE LAWRENCE R. PHELPS DATE �r'TTE'OFCAl1F��P AS NOTED SEE SHEET 1 LOTS 1 & 2 FILE No. C10.CITY OF LAKE ELSINORE (951) 297-0555 DATE; OCTOBER 2021 M.B. 6 74 22 oss