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HomeMy WebLinkAboutTR 28214-6-7-8 PGP AS-BUILTS-signed_compressed GENERAL NOTES- ENG/VEERS 'RECORD DRAW/NG" NOTE. PAC/�G9A�NGPLAN P� y°�s� 1. ALL WORK SHALL BE DONE/N ACCORDANCE WITH THE C17Y OF LAKE ELSINORE THIS RECORD DR4W/NG HAS BEEN PREPARED, /N PART BASED ON A/AERH/LL ROCH 7RACTNO. 28214 0 {B A Q I00 R /S MUNICIPAL CODE, CHAPTER 15.72 AND APPLICABLE STANDARDS AND SPECIRCA77ONS INFORMATION FURNISHED BY OTHERS WHILE THIS INFORMA17ON/S �o SI TE AND THE LATEST EDIT/ON OF THE UN/FORM BUILDING CODE(US C.), CHAPTER 33. BELlflFD TO BE RELIABLE, KWC ENG/NEERS ASSUMES NO RESPONS/B/L/7Y FOR THE ACCURACY OF THIS RECORD DRAW/NG OR FOR ANY ERRORS OR o M uN7AIN S7. 1 - °j o0 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF LAKE OMISSIONS THAT MAY HAKE BEEN INCORPORATED INTO/T AS A RESULT OF PHA�SE/I/O 6 LOTS Q ELSINORE, PR/OR TO ANY OPERATIONS INCORRECT/NFORMAPON DAP �'F T PROVIDED TO US. PHA ND. 7L01S' 1 - IN J. THE DEVELOPER AND OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES' Q Q_ AND U.S.A. ALERT 1-800-422-4133) FORTY-EIGHT(48) HOURS PR/OR TO ANY PERSON, ENTITY OR AGENCY PLANNING CONSTRUCTION/N THE 19C/N/IY GRADING. OF THESE/MPROEEMENTS/S CAUTIONED TO CONDUCT THE/R OWN PHASENO. B LOTS / 97 INDEPENDENT/NVEST/GAT/ON OF THE EX/STING FIELD CONDITION TO � 4. THE CONTRACTOR SHALL NOTIFY THE C/TY ENG/NEER/NG DEPARTMENT AT LEAST ANY CONSTRUCTION. KWC ENGINEERS DOES NOT WARRANT OR GUARANTEE THE �s 0� TWENTY-FOUR (24) HOURS/N ADVANCE OF BEGINNING GRADING OPERATIONS ACCURACY OF THE RECORD DRAWINGS. tiop� 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE VMS � CVT OFLAKEEL S/MORE CALAOINIACITY ENGINEER. 2-2'-21 ' Op VICTOR A. ELIA DATE 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS P.E. NO. 64803 l//C//V/TY M.4P OTHERWISE APPROVED, AND SHALL BE SHOWN ON THE PLAN. GENERAL NOTES (CONTINUED)• OWNER/APPL/CANT SOILS ENGINEER: 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS 25.EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE KB HOME PETRA GEOSCIENCES, INC. NOT TO SCALE OTHERWISE APPROVED, SHALL BE SHOWN ON PLAN, AND SHALL NOT HAVE LESS PLANT OR ANOTHER APPROVED GROUND COVER, AT TWELVE INCHES (12) ON 36310 INLAND VALLEY DR. 40880 COUNTY CENTER DRIVE SUITE R THAN 90%RELA77VE COMPACT/ON OUT TO THE FINISHED SURFACE. CENTER. SLOPES OVER FIFTEEN FEET(15) /N VERTICAL HEIGHT, /N ADDITION TO W/LDOMAR, CA 92595 TEMECULA, CA 92591 SHEET INDEX GROUND COVER, SHALL BE PLANTED W11 1 APPROVED TREES, SHRUBS OR (951) 691-5300 (951) 600-9271 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90Z DENSITY AS DETERMINED BY THE COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT TEN FEET(10) ON CONTACT.- VERNELL WILLIAMS, P✓M CONTACT• GRAYSON WALKER, CE. SHEET 1..........................................................................TITLE SHEET MODIFIED THREE(3) LAYER A.S.T.M. D-1557-70 TEST METHOD. CENTER,• TREES AT TWENTY FEET(20) ON CENTER- COMBINATIONS FIFTEEN FEET SHEET 2..........................................INDEX, LEGEND, TYPICAL SECTIONS (15) ON CENTER. SLOPES OVER THREE FEET(s) IN VERTICAL HEIGHT SHALL BASIS OF BEARING SHEET 3............................................................................DETAIL SHEET 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETAT/ON AND DEBRIS, SCAR/F/ED, AND HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENT/ON DEVICES PER INSPECTED BY 1 1E GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY U.B.C. THE BASIS OF BEARING FOR THIS MAP WAS TAKEN FROM THE STATE PLANE SHEET 4-11...................................................PRECISE GRADING SHEETS PRIOR TO THE PLACING OF FILL. 26.APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST COORDINATE SYSTEM, CCS 83, ZONE 6 BASED UPON NGS POINT ALSER"AND SHEET 12..................................................910-RETEN77ON BASIN SHEET POINT 'WALKER; BEING N522530"W. 10 PREPARATION OF GROUND /S APPROVED BY THE SALL FILL MATERIAL SHALL HE CLEAN EARTH. NO IOILS ENG/NEER.LL SHALL HE PLACED UNT/L BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT. UTILITY NOTES 27.APPROVED EROSION PREVENTIVE DEVICES SHALL BE PROVIDED AND MAINTAINED SOILS ENGINEER.• WATER- ELS/NORE VALZfY MUNICIPAL WA7FR DISTRICT 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS DURING THE RA/NY SEASON AND SHALL BE/N PLACE AT THE END OF EACH JIJ15 CHANEY STREET THAN �'"PER FOOT FOR A MIN/MUM OF THREE(3) FEET, THEN 1? (MINIMUM) TO DAYS WORK. THESE GRADING PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED AND FOUND LAKE ELS/NORE, CA. 92591 FLOW LINE OF EARTH SWALE. TO BE IN CONFORMANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS (951)674-3146 28.ALL WORK SHALL CONFORM TO THE C/TY AND STATE CONSTRUCT/ON SAFETY OUTLINED IN THE SOILS AND GEOLOGICAL RECONNAISSANCE REPORT PREPARED 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1X IF CUT OR FILL ORDERS. FOR THIS DEVELOPMENT. SEWER.• ELSINORE VALLEY MUNICIPAL WAIFR D/STR/CT SLOPE/S LESS THAN TEN FEET(10'), AND 2X'/F CUT OR FILL /S GREATER THAN JIJ15 CHANEY STREET TEN FEET(10). DRAINAGE SWALES SHALL BE A MIN/MUM OF 0.5'DEEP AND 29.THE LOCATION AND PROTECT/ON OF ALL UTILITIES/S THE RESPONSIBILITY OF THE LAKE ELSINORE, CA. 92JJI CONSTRUCTED A MINIMUM OF TWO FEET(2) FROM THE TOP OF CUT OR FILL PERM/TTEE. - (951)674-JI46 SLOPES 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIME CRA 4OW R WALKER 6£/ £XP, LM7F GAS- SOUTHERN G4L/FORN/A GAS CO. 13. PROVIDE 5'WIDE BY THIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL PRINCIPAL ENGINEER 1981 W LUGON14 AVENUE SLOPES OVER 5'H/GH 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO , REDLANDS CA 92374 14. PROVIDE A BROW DITCH, DESIGNED TO HANDLE ONE HUNDRED (100) YEAR STORM COMPLETION OF GRAD/NC OPERAT/ON. ENG/NEERS NOTICE.' (909)335-7828 FLOWS ALONG THE TOP OF CUT SLOPES 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED >. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE PHONE- VER/ZON F/OS FOR ALL SLOPES/N EXCESS OF THREE(3) FEET VERTICAL HEIGHT WITHIN NINETY RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF 40710 CAL/FORN/A OAKS ROAD 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE (90) DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN CONSTRUCT/ON INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS MURK/ETA, CA 92562 PERM/TIED. ACCORDANCE WITH CITY OF LAKE ELSINORE GRADING ORDINANCE NO. 882 PR/OR REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL (951)290-7287 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO SUPERV/SE GRADING TO THE APPROVAL OF FINAL INSPECT/ON. WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE ELECTR/C.•S0. CAL. ED/SON CO. OWNER AND ENG/NEER HARLESS FROM ANY AND ALL L/AB/L/TY, REAL OR ALLEGED, AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDES E sCII.FOUNDATION REOU/REMENTS 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE /N CONNECT/ON WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPT/NG ROMOL MENEFEE ROAD (SVBD/V/S/ONS)AND EXPANSIVE CHARACTERISTICS OF THE SOIL. HIMSELF WITHFACT THE SITE AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE 77 FOR L14SIL17Y ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ROMOLA 8 2 92585 EXISTING FACILITIES RESULTING DIRECTLY OR/ND/RECILY FROM HIS OPERATIONS, (951)928-B207 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENG/NEER AND A FINAL WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS ENC/NEER. (951)820-5498 COMPACT/ON REPORT BY A SOILS ENGINEER SHALL BE SUBM17TED TO THE BUILDING 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC F/RE.• RIVERS/DE COUNTY F/RE DEPARTMENT AND ENG/NEER/NG DEPARTMENTS PR/OR TO ISSUANCE OF BUILDING PERMITS 34. THE DESIGN ENGINEER SHALL PROVIDE A MIN/MUM OF ONE(1) BLUE TOP PER RECORDS, ARE INDICATED WITH THEIR APPROX/MATE LOCATION AND EXTENT. THE 4080 LEMON 57REE7, 2ND FLOOR 18. THE SOILS ENGINEERING INVEST/GAT/ON. GEOTECHN/CAL UPDATE REPORT, 82 LOTS FINISHED PAD, PR/OR TO ROUGH GRADE APPROVAL. OWNER, BY ACCEPT/NG THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS RIVERS/DE, CA. 92502 COMPRISING OF TRACTS 28214-6, 28214-7 AND 28214-8, ALBERHILL RANCH 35. APPROXIMATE DATE OF BEGINNING OPERATION. ✓ANUARY 29, 2017 HEREON, AGREES TO ASSUME L/FROM/TY AND HOLD THE EN DE HARMLESS (951)955-4777 DEVELOPMENT DATED SEPTEMSER 9, 2016 PREPARED BY PE7R4 GEOSCIENCES, INC. COMPLETION.• ✓ULY 2018 FOR ANY DAMAGES RESULT/NG FROM THE EX/STNECE OF UNDERRGRGR OUND UT/L/T/ES THE 53017 CRESS/DA STR SHALL BE CONS/DERED A PART OF THIS GRADING PLAN AND SHALL BE/N CONSTRUCTED AT OR STRUCTURES NOT REPORTED RL PORINDICATED ON PUBLIC RECORDS, OR THOSE CABLE. TIME WARNER CABLE COMPLIANCE. VARIANCEWITHRETED OR RECORD LOCATIONS. EET 36. NO ROCK OR OTHER IRREDUCIBLE MAZER/AL WITH A MAXIMUM DIMENSION GREATER CONTRACTOR /S REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT LAKE ELS/NORE, CA 925J2 THAN THREE INCHES (3) WILL BE PLACED IN FILLS WITHIN ROADBED AREAS OR (899)211-1549 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT THREE FEET(3) OF FINISH GRADES, UNLESS THE LOCATION MATERIALS, AND THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER FOUND THE /T CERT/F/CAITON OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE DISPOSAL METHODS ARE SPEC/FOCALLY APPROVED BY THE SOILS ENGINEER UTILITIES BEE THE CONTRACTOR'S RESPONS/B/L/TY TO NOTIFY THE OWNERS OF OF ALL REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF 37 UTILITIES OR STRUCTURES CONCERNED BEFORE START/NG WORK. ESTIMATED EARTHWORK QUANTITIES AN ELEVAT/ON WITH RESPECT TO ADJACENT GROUND SURFACE/S REQUIRED, THE 38. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. INSPECT/ON BEFORE APPROVAL. 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR ON-SITE EARTHWORK QUANT/T/ES L/ABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL GRAD/NG SUMMARY CUT(C.Y.) F/LL 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PR/OR TO 39. GRAD/NC PLANS WILL NOT SE APPROVED UNTIL ALL RETAINING WALLS ARE CHANGES TO THESE PLANS MUST BE/N WRITING AND MUST SE APPROVED BY COMMENCEMENT OF ANY CONSTRUCTION/GRAD/NG. APPROVED BY THE BUILDING DEPARTMENT. THE PREPARER OF THESE PLANS I RAW QUANT/T/ES 4,510 0 21. STASIL17Y CALCULATIONS WITH A SAFETY FACTOR OF AT LEAST 1.5 SHALL BE 40 THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION EL/M/NAT/ON SYSTEM 4. QUANT/T/ES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. TOTAL AREA = 24.9 ACRES SUBM/TIED BY A SOILS ENGINEER TO THE BUILDING AND ENG/NEER/NG DEPARTMENTS (NPDES) PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANT/T/ES PR/OR TO FOR CUT AND FILL SLOPES OVER THIRTY FEET 30' /N VERTICAL HEIGHT. NOTE. THE ABOVE IT PURPOSES HAVE BEEN EST/MATED BY THE ( ) DISCHARGES. BIDDING FOR CONSTRUCT/ON. ENGINEER FOR PERMIT PURPOSES ONLY./ THE CONTRACTOR SHALL 22. A FINAL COMPACT/ON REPORT WILL BE REQU/RED FOR ALL FILLS GREATER THAN ONE NPDES WD/D�8 33C368654. DATE PERMIT ISSUED.- ✓AN. 14, 2014. DETERMINE HIS OWN QUANT/T/ES AND HE/S SOLELY RESPONSIBLE (1) FOOT. BENCH MARK.' FOR DETERMINING THE AMOUNT AND COST OF IMPORT/EXPORT £ 41. DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS. NO AND OTHER GRADING QUANT/T/ES FOR THIS PROJECT. 23. /F STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL /S TO BE PLACED, /T MUST BUILDINGS OR WALLS SHALL BE PLACED WITHIN EASEMENT LIM175 TEMPORARY BENCH MARK NO. C-95-33 ELEV = 1356.45 MSL (1929 DATUM) BE CLEARED, KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. 1MPROVEMEN73`ARE SUBJECT TO REMOVAL AT OWNERS EXPENSE. FROM THE INTERSECT/ON OF LAKESHORE DRIVE AND DRYDEN STREET 40 FEET SOURCE OF IMPORT MATERIAL FOR SITE SHALL BE IDENTIFIED PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PR/OR TO SOUTHEASTERLY ALONG LAKESHORE AND 40 FEET NORTHEASTERLY TO THE CHISELED PR/OR TO ISSUANCE OF GRADING PERM/T. M PLACEMENT OF FILL MATERIAL. SLOPES GREATER 1 TAN 5-1 ARE REQUIRED TO BE LEGAL DESCRIPTION SQUARE"/N TOP OF CURB AT SCR. KEYED AND BENCHED. WQMP BMP TABLE NOTE: TENTATIVE TRACT NO. 28274-6, -7 AND -8, BEING A DIKS/ON OF A PORT/ON OF REFER TO APPROVED ROUGH GRADING PLANS DELTA 1 FOR TRACT 24. THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCT/ON/N THE FOLLOWING THE FOLLOWING- DMA CONSTRUCTED SHOWN BMP PERMANENT/ 28214-6, 7, 8 W.O. 2003-6-1. REFER TO APPROVED STREET STAGES.• PARCEL 1 OF LOT LINE ADJUSTMENT NO. 16-560 RECORDED MAY 12, 2016 AS BASIN PER PLAN ON SHEET 7ypS TEMPORARY IMPROVEMENT PLANS DELTA 1 FOR TRACT 28214-6, 7, 8 W.O. A. UPON COMPLETION OF CLEARING AND DURING EXCAVAT/ON AND BEFORE INSTRUMENT NO 2016-0194119 OF OFF/COAL RECORDS, LYING /N A PORT/ON OF THE SET NUMBER 06-240. REFER TO APPROVED SEWER AND WATER PLAN FOR 34CKFILL OF ALLUVIAL, COLLUV/AL AND TERRACED AREAS AND ANY TRACT 28214-6, E7. 8 DATED AIN P s S LTA 1 61. EAST HALF OF SECT/ON 27, TOWNSHIP 5 SOUTH, RANGE 5 WEST, SAN BERNARD/NO A ST. IMP. PLAN 3A OF 1 f FIRST FLUSH CB W/FLOGARD FILTER PERMANENT REFER TO APPROVED STORM D FAIN PLANS DELTA 1 FOR TRACT SUBSTRUCTURES BASE AND MER/D/AN, /N THE C/TY OF LAKE ELSINORE, COUNTY OF RIVERS/DE, STATE B ST. IMP. PLAN 3A OF 11 FIRST FLUSH CB W/FLOGARD 17L7ER PERMANENT 28214-6. REFER TO APPROVED ELDERBERRY RIDGE BOOSTER B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACT/ON, OF CALIFORNIA. C ST. IMP. PLAN 6A OF 11 FIRST FLUSH CB W/ROOWD FILTER PERMANENT STATION PLANS W.O. 2013-093 p BENCHING AND F/LL/NG OPERATIONS. EXCEPT/NG THEREFROM RIGHTS TO WATER, INCLUDING SURFACE WATER AND D ST. IMP. PLAN sA of 11 RRST RUSH CB W/ROGARD FILTER PERMANENT NOTES: C. DUR/NG INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER GROUNDWATER RIGHTS AS CONVEYED TO ELSINORE VALLEY MUNICIPAL WATER DISTRICT 1. WALLS AND FENCES SHALL BE CONSTRUCTED PER SEPARATE MATER/AL. BY GRANT DEED RECORDED OCTOBER 21, 2016 AS INSTRUMENT NO. 20>6-0463781 E ST. /MP. PLAN 64 OF 11 FIRST RUSH CB W/RGG4RD FIt7ER PERMANENT PLANS AND PERMIT. o D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING OF OFFICIAL RECORDS F P. 12 OF 13 B/O-RETENTION BASIN TEMPORARY 2.THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK i CONSTRUCT/ON. WD/D: 8 33C368654 IN CLOSPINROXIMCN WITH THE UTILITIES, STRUCTURES, DRAINAGE, i MARK ENG. DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL N CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT QROFESS/pti, ffaw-=j CITY OF LAKE ELSINORE SHEETVAE 04/17 AS-BUILTS RH 2-25-2021 MAY BE ISSUED ����\�jaeL, G/NEERS w No.64803 Z cmL cNcwc100.ORO NCRs.su8ve+oas TRACT NO. 28214-6,-7,-8 12 m to N nvENu aorvq ca 528e1-3370.551-734-2130 E.p.6AQA7 z SCALE: BENCH MARK: PRECISE GRADING PLAN OF SHEETS 3_3.17 YZ./l ul;.. *du * * N.T.S. 7 BRAD FAGRELL, R.C. No. 43920 DATE VICTOR A. ELIA �I 4 IV7� K C-95-33 LOTS 1-11, 1-✓4, 1-37 FILE No. COY ENGINEER P.E. No. 64803 "'OF CpL1F0 ELEVATION.• IJ56.45 MSL Cn OF LANE ELSINORE DATE: 10-25-16 SEE SHEET NO 1 FOR DESC. T/TEE SHEET 50. 0 ' W. 40.0' CONSTRUCTION NOTES AND QUANTITY EST/MATE 37.00' v 0 Q INSTALL 4"SCHEDULE 40 P.V.C. DRAIN PIPE AT 0.5%MIN SLOPE 13,350 L.F. INSTALL 9"DRAW AND GRATE" NOS 990 AND 932, OR RPROVED EOUAL. 328 EA. E u h g Q INSTALL 4"POP-UP DR41NAGE EM/TIER" NOS 1421 OR APPROVED EOUAL. 164 EA. ® INSTALL 3'X 7'CONCRETE TRASH PAD. 82 EA. l8/7 I l5 14 JJ f 11 I ''9 8 7 8 5 O5 CONSTRUCT 1"CONCRETE SLUMP STONE BLOCK WALL. 51 Z.F. ' 777ACT 2 14-7 Ry } 3 2 PLAN N0. f PLAN NO. 2 PLAN N0. 3 PLAN N0. 4 PLAN N0. 5 TYP/C.4L HOUSE PLANSZe ?9 3a © CONSTRUCT DEEPENED FOOTING. 3 EA. 77 se 19 3p 3f 32 ,T}, -1 ll O7 CONSTRUCT B/0-RETENTION BASIN. I EA. N.T.S 6 27 l0 9 8 'moo J6 �D 7RACT 2 1f 6 °- © CONSTRUCT 2.33'CONCRETE SLUMP STONE BLOCK WALL. 72 Z.F. f4 J•1 /1 7 J 9 8 5 e . N07F THE ABODE OUAN7777ES HAKE BEEN ESTIMATED BY THE ENGINEER FOR PERMIT PURPOSES ONLY. THE CONTRACTOR SHALL OETERM/NE HIS OWN OUANT/T/ES. NOTES' PHASING MAP 1. WALLS AND FENCES SHALL BE CONSTRUCTED PER SEPARATE PLANS AND PER IT 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK/N CLOSE PROXIMITY WITH THE UTILITIES, STRUCTURES" DRAINAGE, LANDSCAPING, ETC. LEGEND & SUMBOLS. a EXISTING CONTOUR ELEYARON BUILDING SE754CK LINE ELEV = ELEYAT/ON FG = FINISH GRADE FL - FLOWL/NE FS - F/N/SHED SURFACE � � � HP - HIGH POINT ' \�� MIN = M/N/MUM GB = GRADE BREAK JJJ +- - -. TC = TOP OF CURB TF = TOP OF FOOTING �e . � i o . . ,-,f - - � _ - _ ✓_.�--_� TV = TOP OF WALL ^✓ _ �� _ `� ✓ J✓ - __- — 11 — = PROPERTY LINE —RIW— = RIGHT OF WAY -PUF-- = PUBLIC UTILITY EASEMENT 4 �t - UNDER SIDEW _ ALK DRAIN SLOPE PER RGP = PROP. SLOPE PER THIS PLAN 25 B 29 C , = DAYLIGHT LINE FLOWL/NE 20 2f � �I 25fi _ TOP OF CURB ELEVAT/ON 32Tc EL FENCE ,������ PERUSEP.4R4TPER PLAN CE SEPAR4IENPLAN r b,o LOW WALL W177-1 OLASS PANEL PER SEPARATE PLAN _ FRONT YARD CMU BLOCK L f6 WALL PER SEPAR4TE P O 1 = EXIS77NG WALL AND FENCE _ •= _ \ I A TAMARIND RIDGE CONCRETE MOW CURB ————— ARCVECT -- _ 4 3 2 - I " 4 ■ ■ R 0/NG LIMITS TR40T BOUND i 1 SHEET LIMITS e G EX. 2.-7 SLOPE(UNLESS N07ED OTHERWISE) BUILDING 5ET84CK LINE n DEEPENED F0077NG PENDING o . 8 - y /O 1 ... Ili, 2 1�� ri . GEOTECHN/GAL REIOEW 3:Y3"A.C. PAD s m � a Diu e N NOTE: REFER TO APPROVED ROUGH GRADING PLANS DELTA 1 FOR TRACT 28214-6, 7, 8 W.O. 2003-6-1. REFER TO APPROVED STREET o INDEX MAP LEGEND: j✓ 1 a /► , IMPROVEMENT PLANS DELTA 1 FOR TRACT 28214-6, 7, 8 W.O. o 06-240. REFER TO APPROVED SEWER AND WATER PLAN FOR TRACT 28214-6, 7, 8 DATED 9/15/16 W.O. 2013-061. � C'� 1 REFER TO APPROVED STORM DRAIN PLANS DELTA 1 FOR TRACT SHEET NUMBER -\ " 28214-6. REFER TO APPROVED ELDERBERRY RIDGE BOOSTER RECORD DRAWING 3 7 _ STATION PLANS W.O. 2013-093 Vic ua 2'0r 2-23-27 100' O 100' 200' 300' NOTES: TRACT BOUNDARY ,5//��//, �i] j� I 1. WALLS AND FENCES SHALL BE CONSTRUCTED PER SEPARATE R.C.E. 64803 EXP 6 30 21 DATE II _ PLANS AND PERMIT. o SCALE/N FEET r. INDEX MAP �:,9 1 2.THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK i to t'LV A/A7/Il IN CLOSE PROXIMITY WITH THE UTILITIES, STRUCTURES, DRAINAGE, LANDSCAPING ETC. - i MARK ENG. DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT Q%OFESS/ CITY OF LAKE ELSINORE SHEET 2 MAY BE ISSUED �`�°oi, �ENG/NEERS 1 VAE 04�17 AS-BUILTS RH 252021 y ° 9 0-ENGINEERS I PLANNERS.suRVEORs w No.64803 Zm 1880 COMI-N AVENUE,SUITE 1OO.CORONA,CA.92881-3370.951-734-2130 TRACT NO. 28214-6,—7,—8 12 p bp.6AO/17 .mv SCALE: BENCH MARK: PRECISE GRADING PLAN OF SHEETS rx� 3 3-17 1G« F.G:. 2zr f7 *� �LYI` \* AS SHOD C-95-33 INDEX SHEET, LEGEND, & FILE No. BRAD FAGRELL, R.C. No. 43920 VICTOR A. ELIA DATE gTfOT CAL\FO�� ELEVATION- 1356.45 MSL CtfY acll P'E �' 64803 SEE SHEE!NO. >FOR DESC. TYPICAL SECTIONS CITY OF LANE ELSINORE DATE: 10-25-16 PInult I pan Nw Dnic*" Color ay. Ib1 Clossct "Ilkations SOUTH NORTH — — 980 9'Square Grate Black 8 1,50 IOND NOS#980.0990,#999,or R R ELEV —TG _�11 _>�. 990 9'Square Grate Green 8 it 50 10ND I999S.9'Square /NV. ELEV.' B 999 9'Square Grata Gray 8 1.50 IOND Slul tat Foam PolINI 54' HP FL `� P F _ 999S 9'Sciume Grate Sad 8 ISO IOND Gm*wills UV inbbict, IF 2 2.0% 2.OX 2 - Open&Awe area 39.60 p7' 27' MIN MIN I 13111 I Use wdh 9'.9"Catch Basin Series. square Inches. 51 75 GPM I hf. � N�. I illpike 7' 20' 20' 7' I I O �2'Q o= 7 h kg> h kg O ISee q+', ¢ ¢ I Grate Opening ADA Compliant 3'PUBLIC 5' 5' 3'PUBL/C 2 UAL/TY ESMT. SIDE SIDE' UTILITY ESMT. a LOT NO. __ WALK WALK I PAD=ELEV A AREA GRATE 2' z' WALL OPENING TG moT TO SCALE AT SHALE FF EL fV .O% -�C2 -F0.00' I -�C2 2 � M'� 4 GF=ELEV ti I INV. 20,g 2.0% 2.•1 TO MEET i WALL SWALE/NG a EXIST. GRADE pk 1M6 Ea Product 5' ti Prlrt No. Dsa�lbn Cobs (6Ja( Clad SpochAcallons TG TO \ 932 9'x 9"Lav Profte Houarg Adapter &adc B 1.13 1 OND NOS 0932.9"x9"Square Pro ile LANDSCAPE 6"C&G 6„C&C LANDSCAPE /ENV. /--V i I�/WV. Fts 6'Sp I Barn and 6^Sewer and Drain Pipe and Fitt Low ter with Housing ��],/ Fittings- Adapter win 6'Oullel. PARKWAY PARKWAY O ry o � R/_W —— 0 J�-*- 1d"37ELDERBERRY R/OGE, TAMAR/ND R/OGE G/NA L YNNE LANE, AND HUDSON LANE CURB FACE T.L=So H ►� �U 10 D/RECAON OF FLOW " 5 NOTES O7 SWALES TO BE GRADED AT 29 M/N O3 4"DIAMETER DRAINAGE PIPE TO CONVEY AREA DRAIN AND 49 MAX DRAINAGE TO THE POP—UP EMITTER. (0.57 NOT TO SCALE 2O HIGHPO/NT SHALL BE LOCATED/N MIN P/PE SLOPE) SOUR/ NORTH BACKYARD 10'FROM HOUSE H/GHPO/NT ® SLOPE AWAY FROM THE BUILDING FACE/S R/W R/W ELEV. SHALL SE 0.50'BELOW PAD ELEV. TO SE 5,-M/N FOR THE FIRST 10 FEET MIN 3" & 4" POP-UP DRAINAGE EMITTER OR 1.77' 50' BELOW F/N/SH FLOOR ELEV. AND 29 THEREAFTER UNTIL THE SWALE/S UNLESS OTHERWISE NOTED. REACHED. lintelivot 25' 25' Porn No. DeKr"d Cali ft Olt.) CA— SPxy8ra6oas TYPICAL LOT F/N/SH GRAD/NG n PI marriage Entitle, Green 20 0.28 1OND NUS o:20 J'and 7' 18' 78' 7' 4'Polyoletn Pop.Up NOT TO SCALE Rb 3'arld A'hub Senn and Drat Finings Drainage Ern'mw.Center 3'PUBLIC 5' 5' 3'PUBLIC 3/." Can now be installed in vatlical applications•Neal for disct+agmg water tram Drive Pop4Jp with UV UAL/TY ESMT. SIDE SIDE UAL/TY ESMT. �I 11armg wens and sU.curbs.Spring auto—mAly retracts. Inhibitor, 2, WALK WALK 2, ',� 40 G.P.M. *DOD f0.02 / r� t0.00' 2 % TC ZO% TC 2. 2.•1 TO MEET Par?No. OesaVor. Cahn 011' (A-) PClass �2.o �� EXIST. GRADE SpxiBnaeens i�_ ' J21 3't mtler v th I t— Green 25 0.60 IOND NUS 4321. 5 3'Polroleln Pop.Up SEE WALL AND FENCE PLAN Pt Drainage Fmiear.Carter LANDSCAPE LANDSCAPE PER SEPAP47E PERMIT Ma oa used ram Ilo�NeA to releve overflow. Inirmte P,PVC 90UV 6"C&G 6"C&G PARKWAY y daIPARKWAY 5'MIN. ',,,' 1" eld,with 1I (train hoer, LCan new deinstalld in vrnticl appicalons-ideal br dinarging waw from �0 G,P,M FL FL retavung walls and street curbs 3'M/N. p4" 3'M/N.TAMAR/ND RIDGE CUL DE SAC " Spring autanalcaly atta:ts-prevents Caage from sarvn mowers, c� J I I ro m B"MIN Ply. wr.fa. Produrr 8 M/N Pon No. 0eurrprion CoI City. An,s Class Sp-6,Irtioru —— FF ELEV 42, .1 ErI with Elbow Green 20 018S 1OND NDS 4421.4'Porn PAD D E—LEV PAD EL 5 y,EV ^. Pop-Up Drainage Erntdler, ,^\ 3%^' Center Drive Pop-Up mO UV h1Amlor,PVC 90 5%M/N. 2$MIN. May be used wa /h Ilo-veY 11 relieve over., degree ebow with t 14'. 20�MAX 2.•1 MAX - t' Dram hole, 5%MIN. Can now be verraaed in vertical appicatons-deal Isr di it rni ging water 40 G.P,M 20%MAX from retaining walls and street curbs SEE WALL AND FENCE PLAN �A1 TYPICAL SIDE- YARD SECT/ON 1 Al a Spring Ioniaoeaty retracts-prevents der age horn lavm rmners, PER SEPERATE PERMIT­, rarer see awe ctiwarw• 7 Y"T� Nor TO SY"ICE PL z POP—UP DRAINAGE EMITTER J SEE WALL AND FENCE PLAN FL NDS POLYO MITT POP—UP nLor TO scALE PER SEPARATE PERMIT DRAINAGE EMITTER WITH U.V. VAR/ES = INHIBITOR. Iol MIN. �t NDS 1/4 BEND SEWER DRAIN I ELBOW. - HN/�R 0 = — — — — COMPACTED TOPSOIL —III= —Ili —ITi I- SEWER & DRAIN PIPE PAa NiSN canNE NSN Cana[ I 8"MIN I 2%M/N gELEV, VARIES ,III 1/4" LEACH HOLE C 20-- PAD ELEV — \ N� PROVIDE TEE OR WYE AS NEEDED \ `CUT 13-OLK®FLOKLIAE �0 M 4"PVC RFE 11-/iT/f�IMG 2S MIN. 5--MIN. 20%MAX 2OX MAX FOR 10'MIN. CRUSHED STONE DRY WELL o 12 �o 3/4" GRAVEL NOTE: DELTA 1 FOR TYPICAL BLOCK WALL OPENING AT SWALE 28214 T6, 7, 8 W.O. 2003H6-1. RIEFER NG TOSAPPROVED STREET TRACT �1 7YP/CAL REAR YARD SECTION IMPROVEMENT PLANS DELTA 1 FOR TRACT 28214-6, 7, 8 W.O. uoT TO sCA[E axu eFAarao cwAONc 06-240. REFER TO APPROVED SEWER AND WATER PLAN FOR ,von m strife TRACT 28214-6, 7, 8 DATED 9/15/16 W.O. 2013-061. 12" REFER TO APPROVED STORM DRAIN PLANS DELTA 1 FOR TRACT er . 28214-6. REFER TO APPROVED ELDERBERRY RIDGE BOOSTER STATION PLANS W.O. 2013-093 0 RECORD DRAWING ,m.adkkt�r�. NOTES: V4fro,,, 1. WALLS AND FENCES SHALL BE CONSTRUCTED PER SEPARATE F Q"' 2-23-21 PLANS AND PERMIT. o R.C.E. 64803 EXP. 6130121 DATE TYPICAL POP-UP DRAINAGE EMITTER 2.THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK i UAe dY 2/47/17 KT.s. IN CLOSE PROXIMffY WffH THE UTILITIES, STRUCTURES, DRAINAGE, LANDSCAPING ETC. - i MARK ENG. DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT QyOFESS/ CITY OF LAKE ELSINORE SHEET ,3 1 vAE 04/17 AS—BUILTS MAY BE ISSUED ��°ot�AFt � �ENG/NEERS i RH -2s-2o21 y + ZZZ w No.64803 m CIVIL ENGNEER r PLANNERS.SURVEYORS TRACT NO. 28214-6,—Z—8 12 1880 COMPTON AVENUE,SURE 100"CORON,CA.92881-33J0"951-)34-]r30 00 3 � vim- ` 'F^�� Exp.6AO/17 SCALE: BENCH MARK: PRECISE GRADING PLAN OF SHEETS BRAD FAGRELL, R.C. No. 43920 aAE VICTOR A. EW 2Zpg7 ClVIV ���* AS SHOIYN C-95-33 DETAIL SHEET FILE No. CNY ENGINEER P.E No. 64803 OFCN.\FO ELEYAAON.• 1356.45 MSL CITY OF LANE ELSINORE DATE: 10-25-16 SEE SHEET NO. I FOR DESC. 56.7T CONSTRUCT/ON NOTES.• \0 Jy �.... tiQ 8. oe• pg•3 7679• I__.._-18.79 /6 Q7 INSTALL 4"SCHEDULE 40 P.VC. OR4/N PIPE AT 0.5Z MIN SLOPE. 75 18' FG lb FG FG �6ri 0-9--a-/ 01.2 O7 INSTALL 9"DRAIN AND GRATE, NOS 990 AND 932, OR APPROVED EQUAL. FG 6.5FG 41 s6.. © INSTALL 4'POP-UP DRAINAGE EM/77FR, ADS 1421 OR APPROVED EOU.AL. INSTALL 3'X 7'CONCRETE 1RASH PAD. "^ 16.00 TG FG "TZ p^, N. 2 15..00/NV 0 O 16.3 16.3 � © CONSTRUCT DEEPENED FOOT/NG. 2 24.7a rc o yyp yy �� 12 5D \ 7 h 2.09' 2.09 _ FG 6 FG N,o 4 - -J-� 1 209 2.09 N�g 20y - 4 ^ 15.20/N�2- -- - h 20y yP¢ ?9 m v❑ ❑Q14.Bo/Nv 1 ° --- �' � 2 15.90 TG ----- -- ---------- HP 5.5 � 1 � 07.7 o°j 2 9.00 TG �\ HP 4, 7.8 o-°j 25.f0 TG 2 AL 26.2 167 HP ❑ o, "� Z 9 209> ^ 6 PLAN fA h 5 PLAN 2C 25.4' ° 2 M , 1�0----- 24.10/NV ° HP _ o 07.40 TG 4 l ° PAD=181690 HP 4 PLAN 10 HP 'S aG 24.38' N 3, PAO=162570 4' FF-18f7.57 16.4 N 1 05.7o PAO=f60B.00 h'p7 Cn 9 6! y,, 193gO rC .Jq pO �' GF-181690 �? I e � ? 7N/i 4 ff=162637 8..30 TG 2 1 > 3 jOL4N 4 95/NV N FF=fs0B.67 1 3 PLAN 4E ^' ti' aaa 6.10 TG 4 GF=f60800 �Z I 4' O >9.B• 4' �@/596� 9• � �' 4 2 - O O I PAD=16�20 14.6 /NV H H � sO o0 (J' N HN h '7 h^to ti 4 =1600.87 h� 4p cp 10.85' O, ,10' N::.• , O,0 0 � � CF=7800,20 0 0 � 4 S 7Nv 1 > hk HP g 16.7 tit o- � 0 y.HP rye- Lo 6.2 -- B - �� 4 399 3e. 2jg .t• 1 0 yo 963 / TC TC 1 p.0 7C Z15 TC la00Z 1603.39 116268 61 .94 161094 0 TC 55 24. L. TC TC TC TC 950 ----- _\\'�\ \ ^^ yV° \ h0 09 ELD BERR RIDGE ,. / .O� �-PUE _ _ 7p.p -- - - -- - •�------.70 -___ ___ _ 7 \ � \ 's' y<s;'T,a, , N o 1• 1 '�2 HP 09. "i ~ ` , N a 1 � _� .�s �^ � � gQ4 o�p 90 h '•-.oh23 �° No viwti2 09.1 7G HP � �+N 4' 16.7 - "� 5.30/N S`� p 07.95/N "s 0'g• A � h 24' p '. N '•� \� N;: ^� P o•� 4 3> LAN 40R �.' N 1BB' 0 _::- � a \ k �° \^� 23 50 T PAD=16f6.90 4 32 LAN 5ER O9 1 `� 4 y 1 99 'S�° h "J1 - T T ..2' 9.40 TG 2170/NV 3 FF=f6f7.57 '9 B, I� PAO=1809.90 HP 994p T '9js�rG' � 2.2 +0 6' FF_161057 '40 O' 1 99 07N /N cF-fs169a 1 ^ ^ 7N 1 9j10 3' y, GF-1s09.40 h 1 30 LAN2ER r� PAD=1s24.a0 0 --------->6.4 h �9.5 209.101N .46• FF=7824.67 0 16.6 hhP 07.75/NV .� i GF=fs24o0 HP ~>5.90 LTG -- N 1 !09.10 TG 2 n (uJ 18 229 2.09 HP Nu/N 29.10 TG 29.20 TO 14.90/NV 229/NV _ -- 9.3 09.3 1 4 ~o ,_ > N,o m m�•a 0 0 4Q�� A kp° i 2 /N ., _22.1 o_-V- 175 o 07.90/AY 19B�O TC ?09 1\� p� 2.a9 2.09 FG ry� FG 2 O A 9. � � �� A I 46 ° 1620 FG ----FG- - (2'1) yA. 1630 - - -- 0 � S o 2� Zos' L=21. 2 �gti 4B.oT M ---20.32' ---- = Q'9 j 9`r• 6' ti 2.07 0 NOTE: H � O REFER TO APPROVED ROUGH GRADING PLANS DELTA 1 FOR TRACT \ ' 9ry 28214-6, 7, 8 W.O. 2003-6-1. REFER TO APPROVED STREET IMPROVEMENT PLANS DELTA 1 FOR TRACT 28214-6, 7, 8 W.O. 06-240. REFER TO APPROVED SEWER AND WATER PLAN FOR TRACT 28214-6, 7, 8 DATED 9//15/16 W.O. 2013-061. REFER TO APPROVED STORM DRAIN PLANS DELTA 1 FOR TRACT RECORD DRAW/NG 20' O 20' 40' 60' STATION . REFER TO APPROVED ELDERBERRY RIDGE BOOSTER Il STATION PLANS W.O. 2013-093 0 g 15 SCALE/N FEET NOTES: 2-23-21 1. WALLS AND FENCES SHALL BE CONSTRUCTED PER SEPARATE PLANS AND PERMIT. o R.C.E. 64803 EXP. 6/30 21 DATE 2.THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK i IN CLOSE PROXIMITY WITH THE UTILITIES, STRUCTURES, DRAINAGE, LANDSCAPING ETC. - MARK ENG. DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL N CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT QpOFESS/pti• CITY OF LAKE ELSINORE SHEET 4 1 VAE 04/17 AS-BUILTS RFi 2252021 MAY BE ISSUED �4�\�jtltA 4 F.eL, ENGINFERS w No.64803 Z cmu cNcwccRs.Pv,NNCRs.suRveroas TRACT NO. 28214-6,-7,-8 12 m 18 -NUE, Rorvq Ca 52881-337a.551-734-2130 y.. p Exp.6/3O/17 z SCALE: BENCH MARK: PRECISE GRADING PLAN OF SHEETS BRAD FAGRELL, R.C. No. 13920 DATE VICTOR A. ELIA `�' IV7� \P C-95-33 28214-/ FILE No. 16 COY ENGINEER P.E. No. 64803 �� 9 OF CPLIFOR� LZEVATION.• IJ56.45 MSL Cm'OF LAKE ELSINORE DATE: 10-25-16 SEE SHEET NO. 1 FOR DESC. LOTS 1-6 30-34 CONSTRUCT/ON NOTES- EA sEmEN r A" 19.09' Q /NSTALL 4"SCHEDULE 40 P.VC. DR4/N PIPE AT 0.5R•M/N SLOPE. 11 g2 62.0 O7 INSTALL 9"DRAIN AND GRATE, NOS 990 AND 932, OR APPROVED EOUAL. FG \ © INSTALL 4"POP-UP DRAINAGE EMITTER, ADS 1421 OR APPROVED EOU41. 69.4 \ LOT C" FG _ - ® INSTALL 3'X 7'CONCRETE 1RASH PAD. LIMIT OF EX. ------ -- 1 GEOGR/D FABRIC \`� �• --"- 37.1 4� 19.50 ss 9- s _ �> 0.2 1 $3 9 / \6 ---_ g fl�R, Q CONSTRUCT I'CONCRETE SLUMP STONE BLOCK WALL. 54.0 34:i9 FG / FG FG FG \ Q CONSTRUCT DEEPENED FOOTING. \\\ 14.28' 1 3� --------69.> 45.1 ?g .99 p 1.3 I FG EX. SOIL RETAINING o o� ss tt Q CONSTRUCT 2.33'CONCRETE SLUMP BLOCK WALL PER SEPARATE PERMIT THRU WALL PER RGP N� � �1 � 5' � BUILDING&SAFELY DEPARTMENT O$ Hp 4�1p 47 4' 3,�0 2 O� 2.09 HP N 39.4 O = 5 )10 9 70 TG A ip 1 h � -- - FG O 2 p 395 24.08' 2 58.70/NV h 6 ^ 44.80 7G W W 2 8.20 TG N -- --ir -�-- . ^ 400 NV❑ • 3 37.35 h85/AV 266750 GV -- 209 2.09 4 90 80/NV .5.. T 30/N a. N FG c 1 p 2.10 TG 4 / 44.80 7G HP 2 09, _ 209 209 �- -----___-� " 25>.10/NV y, 45.5 24.�60 209 1 y > U �- 9 PLAN 20 q ---------------- O Q 6.5 2.49 2.09 ''' HP PM=1645.70 v� 1 3830 TG 2' 73p TG Hp �n 61.7 HP ❑ - --------- a\ ^ ,3750/NV l 7W 2 4 52 FF 1645.37 HP 60.f0 TG 52.7;-- _ "� = 306> 59.10/NV o HP h 1 GF 1^ = 645.70 ; • •� 45. N HP 2 6' 22q HP I. . 12 PLAN 4A O 1112. fssa.70 U\ 1 3' ~= 2.8' 4 45.20 TG 3 3715 HP �i N !' V 2.2'0: O -- 2 3' PM-156630 >9.0' 3• 1f PLAN 1B N � '� 1 5.70 TG 2 1 19.4 87 0 ^ � 10 PLAN 4A O\ N HP _ FF -166897 In ti 2 PAD-1653.10 380/NV 2 B PLAN 5B O 1 0- 4 cF-1ssa.w K�0 9.2' 4 FF-fssf.37 FF_lssan y0. N 43.35/NV ¢FF=1539.97 1 ?S(j• ❑ > 88' g "+ , s77o r N cF-1s5310 N o , GF=1539.30 7 pcoN h (^ 7a60.5 N P SZ50/N O�n0 45 38 ypp O a1 O 68.0 61.7 O h h 2 60. O, 4 �r �+ yp 37.35/NV p o 3 fs3240 O 1 Kid �OHP 7W ^41 •0' •6 00 ti2 1 a 45.1v. v� 39.> > 41K r_ 1.70 'oN o HP 52. 1>.79' .h v i0.1 of W O O O O FL IoHPI t N b �__✓� /' k0��':.Oh h NS^n o j h ' �Snry^�, 1 aOj,�jo 4� �5j 0J PUE i l >669.76 w 166236 1654.96 - w 1647.36 S/DEjygLK TC -- TC N TC TC TC - ELDERSE Y -/RIDGE - - - -+- - - - - - 17 h 16 1665.33 1643.57 1671.99 /M RIM TC 1564. 1 57 99 ry i� TC 0. 9 6 .99 TC TC N TC c --�70.00- R a( o� o m mho 522 70.5�2^ �2 'jAO 637N0 ti2 - tit E'FL �= o^ N�2 OOti2 �o .. 'os 70.704i o�aOjNP HPN% ti �n ";:hh56 Oo °j N OO Ohph 42.4 HP O aro N 63. TG o NN �� , NO ^oO�o HP 1•,, O 4' "� N 6 •3 N 6195/NV `y 56.71 i�427 v FL > 70. O TG co o b ti O y� O p 34 7.30 TG 68.55/N 25 LAN SER o 56. 0 TG 3 27 LAN fAR ^HP o 28 LAN 40R 69.00/N io PAO=7663.90 63.6 "� 5.30 TG 54.55 IN o g 4 PAO-7649.90 `� 3' PAD-fs4z.90 O ---S__ 3' N 3' FF=1ss457 HP 55.00/N FF=7650.57 FF-1s43.57 ti 34 p J 24 LAN 2ER ^ 6T.6 0 3' 5' GF=7649.90 ^ GF=1642.90 15. 7W 4 O 20' 0 20' 40' 60, 6� P,eO-167090 70.7 ^ HP GF=7663.90 c„ 31 GF-167090 ❑ 6 O GF=765s90 15' 0 49.30 TG 5' �42 ---- -------- .4 ,TG 20R 56.713' OHP � LAN 020' 70.7 FF=1657.57 N `7 4d50/N 20 6Ih N 1BR SCALE IN FEET HP 7000 TG N �62.>O/NV j 56.7 0 HP7 .. .. HP C� I 33.Op s161 s0 h 70.10 TG 68.80/N -------- 56..00 7G v� 2.09 209 37' TG o 69.20/N 54.80/N 2.2 ` ----- -a- 4 ------------ -- ^ HP 70.00 TG 41.90 TO 4 P "i 56.10 TG 0 63.3 2 09 Z O 633 55.20%❑ 56.00 TG -- -- ,� 40.90/NV 69.00/N J HP .,r 50.9 2 09 2 0- p h ^ 63.00 TG N 55.00/N ^ ---- --------' � 62.00 INV HP "� ^ 48.90 TG 2.09 n 2.07 N O O HP •t h 48.30/NV N� 2 0g 70.3 'j .3 2.09 50.1 0 / HP HP o 63..9 56.3 56.3`ci FG h1 20,' E N FG HP NP N4N > hh 3?,6p 64.1 - 3 S0.5 N1, 14.70 TG g 17 FG 2 4 2 31.18' 41.62 • - _ N F 43.6 FG 51.13' FFO / M NOTE: REFER TO APPROVED ROUGH GRADING PLANS DELTA 1 FOR TRACT 28214-6, 7, 8 W.O. 2003-6-1. REFER TO APPROVED STREET IMPROVEMENT PLANS DELTA 1 FOR TRACT 28214-6, 7, 8 W.O. 06-240. REFER TO APPROVED SEWER AND WATER PLAN FOR FG i TRACT 28214-6, 7, 8 DATED 9//15/16 W.O. 2013-061. REFER TO APPROVED STORM DRAIN PLANS DELTA 1 FOR TRACT / 28214-6. REFER TO APPROVED ELDERBERRY RIDGE BOOSTER RECORD DRAW/NG \ STATION PLANS W.O. 2013-093 0 NOTES: V .L ^" 2-23-21 1. WALLS AND FENCES SHALL BE CONSTRUCTED PER SEPARATE R.C.E. 64803 EXP. 61JO121 D47F PLANS AND PERMIT. o 2.THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK i IN CLOSE PROXIMITY WITH THE UTILITIES, STRUCTURES, DRAINAGE, LANDSCAPING, ANDSCAPING ETC. - MARK ENG. DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL N CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT QpOFESS/Oti- CITY OF LAKE ELSINORE SHEET 5 1 VAE 04�17 AS-BOLTS RH 2-25-2021 MAY BE ISSUED y �nttllA��4 c^ ENG/NEER3 w No.64803 Z cmU ENcwE100.ORO NCRs.su8VDORS 1-3370 o TRACT NO. 28214-6,-7,-8 12 rn to nvENUE, aorvq ca 52aet-33va.551-734-213 Exp.B/3o/17 z SCALE: BENCH MARK: PRECISE GRADING PLAN OF SHEETS 3-3-17 � �LIA 22i•17 Vll * 1'=20' C-95-33 28214-/ FILE No. tO COY ENGINEER'BRAD FAGRELL N.C. No. 13920 �E VCTOR A.P E. No. 64803 OATS ,OF CALIFOR� LZEVATION.• IJ56.45 MSL Clio OF LAKE ELSINORE DATE: 10-25-16 SEE SHEET NO.. 1 FOR DESC. LOTS 7-12, 24-2-Q 9BB, CONSTRUCT/ON NOTES- Q7 INSTALL 4-SCHEDULE 40 PVC. DR4/N PIPE AT 0.5R•MIN SLOPE. 4j9j \ Q2 INSTALL 9"DRAIN AND GRATE, NOS 990 AND 932, OR APPROVED EOUAL. 07.4 i' © INSTALL 4'POP-UP DRAINAGE EMITTER, NOS 1421 OR APPROVED EOUAL. FO Jl� EpSEM Nr pANETp1N1N0 4 INSTALL 3'X 7'CONCRETE TRASH PAD. ' WA OIL PER RGP 27 gg, Q5 CONSTRUCT 1'CONCRETE SLUMP STONE BLOCK WALL. 0 LIMITrA OGR I.900 RG 72• IN V 'FG 14 3s22 FG �!R 46' 68 w� 2.1 NP ti os.t / O FG p0% . F00 rn- � 72.33' z10 40 GV 2 8 2.30 INV 3 72.75 IN 51 8 CD 5 TG 11� 1.50 IN 2 81.15 N w 13 G p v FGINV o FG Z� 83. pIAN HP _ \ P FF s 7a.3G N � 2.01' a _ NP PAG 683 87 N w 0 7G s 1 N FF S7j683.ZG 1 v w �1185 I�V 4 16.2 FG `,� (, 91. 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V PM s 1692.07 N o P4 2 zc�o 9555 FF 1691.aG 3 70 �V A o G .10 TG 'q Uo 91 GF s 90.50 TGV .26 g3 p0 IN z\aq o IN 96.00 IN 20R g76 �' 20 HP 89.30 FL 4<� N 3 p 1697.907 HP ti w� .9 an TG + 3� 1 NP IAN 860 FG - 1 Fro 8.7'AO`111 9 260 26.2 I 97.7 97 00 Z.0% w HP 95.80 IN 0. 2 0% 0. w 56 00 64 FF �j1 s 10 TG HP w GF 97.20/N 96.95 TG HP g0.50 TG FG 5.5 M 00 1G NP 96.00 IN, ., 89.50 INV N FG o 5 0 0 35IN m- NOTE: 4 2 0% I 2 i% HP '� REFER TO APPROVED ROUGH GRADING PLANS DELTA 1 FOR TRACT 5 �- 28214-6, 7, 8 W.O. 2003-6-1. REFER TO APPROVED STREET o \ HP 7 1' IMPROVEMENT PLANS DELTA 1 FOR TRACT 28214-6, 7, 8 W.O. o HP FG 06-240. REFER TO APPROVED SEWER AND WATER PLAN FOR TRACT 28214-6, 7, 8 DATED V/15/16 W.O. 2013-061. N TG _np^ REFER TO APPROVED STORM D FAIN PLANS DELTA 1 FOR TRACT 0160 28214-6. REFER TO APPROVED ELDERBERRY RIDGE BOOSTER RECORD DR/aW/NG \\ O 00 o fG c 7 g 2��4 STATION PLANS W.O. 2013-093 0 2-23-21 \ � 22 g4 FG �g f4' NOTES: 1. WALLS AND FENCES SHALL BE CONSTRUCTED PER SEPARATE R.C.E. 64803 EXP. 6130121 DATE FG % PLANS AND PERMIT. o `� 2.THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK i 29 63 IN CLOSE PROXIMITY WITH THE UTILITIES, STRUCTURES, DRAINAGE, '• LANDSCAPING ETC. - i MARK ENG. DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL N CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT QpOFESS/ CITY OF LAKE ELSINORE SHEET 6 MAY BE ISSUED � ENG/NEER3 i 1 VAE 04/17 AS-BUILTS REV/SFD LOTS 75, AND 77, TRACT 2,5214-7 RH 2-25-2021 ` ° ? -cNcweees.PVNNeRs.suReoes w No.61803 z 1880 COM--NUE,SUnE 100.CORONn Ca 92881-3370.951a34-2130 TRACT NO. 28214-6,-Z-8 12 Up-6AQA7 z SCALE: BENCH MARK: PRECISE GRADING PLAN OF SHEETS 3-3-17 � �LIA 221-17 Vll * 1'=20' C-95-33 28214-/7 FILE No. tO OY C ENGINEER BRAD FAGRELL. N.C. No. 13920 DUE P E. No. 64803 DATE 9 OF CALIFOR� LZEVA7W7N.• IJ56.45 MSL Clio OF LAKE ELSINORE DATE: 10-25-16 SEE SHEET NO 1 FOR DESC. LOTS 13-23 CONSTRUCT/ON NOTES.• Q7 INSTALL 4"SCHEDULE 40 PVC. 9R41N PIPE AT 0.5R'MIN SLOPE. ;% INSTALL 9"ORAIN AND GRATE, NOS 990 AND 932, OR APPROVED EQUAL. i INSTALL 4 POP-UP DRAINAGE EM/TIER, NOS 1421 OR APPROVED EQUAL. INSTALL 3"X 7'CONCRETE TRASH PAD. y ?� 28.49' FG � 0ry /0� \ -O °� N FGB !v F� F61 � / p IV �� 2.0,- 2,07 f4.0 11.40 TG -4--- h HP 10.40 IN 2.09 2.3 12.0 s lSy9s. 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WALLS AND FENCES SHALL BE CONSTRUCTED PER SEPARATE mmm R.C.E. 64803 EXP. 63021 DA7E PLANS AND PERMIT. o � � SCALE/N FEEr 2.THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK i IN CLOSE PROXIMI7 WITH THE UTILITIES, STRUCTURES, DRAINAGE, LANDSCAPING, ANDSCAPING ETC. - MARK ENG. DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL N CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT QpOFESS/Oti- ��� CITY OF LAKE ELSINORE SHEET 1 VAE 04/17 AS-BUILTS RH 2-25-2021 MAY BE ISSUED y?� 6tORA�14 t^ ENG/NEER3 w No.64803 Z cmU ENGINEERS. NCRs. 8ve+0as o TRACT NO. 28214-6,-Z-8 12 rn to nvL, OROaorvq ca 528e1-3370.55i-73a-2i3 Exp.e/30/17 z SCALE: BENCH MARK: PRECISE GRADING PLAN OF SHEETS 3-3-17 tZc,�III LIA 221 17 Vll * C-95-33 28214-8 FILE No. COY ENGINEER N.C. No. 13920 �� P.E.ONoA 64803 DATE 4OF CALIFOR� EZLYA710N.• 1356.45 MSL Clio OF LAKE ELSINORE DATE: 10-25-16 SEE SHEET NO 1 FOR DESC. 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REFER TO APPROVED STREET �0 -------���y '' IMPROVEMENT PLANS DELTA 1 FOR TRACT 28214-6, 7, 8 W.O. o ,�. 06 240. REFER TO APPROVED SEWER AND WATER PLAN FOR o 39.90 - - __�',.-__-___-----"--_---��-�- --- TRACT 28214-6, 7, 8 DATED 9//15/16 W.O. 2013-061. a REFER TO APPROVED STORM DRAIN PLANS DELTA 1 FOR TRACT m 28214-6. REFER TO APPROVED ELDERBERRY RIDGE BOOSTER STATION PLANS W.O. 2013-093 0 RECORD DRAW/NG NOTES: 1. WALLS AND FENCES SHALL BE CONSTRUCTED PER SEPARATE 2-23-21 PLANS AND PERMIT. o R.C.E. 64803 EXP. 6130121 DATE 2.THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK i IN CLOSE PROXIMITY WITH THE UTILITIES, STRUCTURES, DRAINAGE, LANDSCAPING, ANDSCAPING ETC. - MARK ENG. DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT QpOFESS/ CITY OF LAKE ELSINORE SHEET 8 1 VAE 04/17 AS-BOLTS RH 2-25-2021 MAY BE ISSUED eL, ENGINFERS w No.6A803 Z NU ENGINEERS.ORO NCRs.su8ve+oas TRACT NO. 28214-6,-7,-8 12 m to nvENUE, aorvq ca 52aRVDORa.551-734-2130 Up-6AQA7 z SCALE: BENCH MARK: PRECISE GRADING PLAN OF SHEETS 3-3-17 221 17 -11 IVII * 1'=20' C-95-33 28214-8 FILE No. tO BRA ENGINEER N.C. No. 43920 DATE P EVICTOR A 6ELLA DATE 9"'OF CALIFOR� LZEVA7XIN.• f.356.45 MSL CITYCm'OF LAKE ELSINORE DATE: 10-25-16 SEE SHEET NO. f FOR DESC. LOTS 10-17,, 26-28 CONSTRUCT/ON NOTES- Q7 INSTALL 4-SCHEDULE 40 PVC. DR4/N PIPE AT 0.5R'MIN SLOPE. Q2 INSTALL 9-DRAIN AND GRATE, NOS 990 AND 932, OR APPROVED EOUAL. © INSTALL 4-POP-UP DRAINAGE EMITTER, ADS 1421 OR APPROVED EOUAL. ® INSTALL 3'X 7'CONCRETE TRASH PAD. 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WALLS AND FENCES SHALL BE CONSTRUCTED PER SEPARATE PLANS AND PERMIT. o R.C.E. 64803 EXP. 6 30/21 DATE 2.THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK i IN CLOSE PROXIMITY WITH THE UTILITIES, STRUCTURES, DRAINAGE, LANDSCAPING, ANDSCAPING ETC. - MARK ENG. DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL N CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT QpOFESS/Oti- CITY OF LAKE ELSINORE SHEET ,9 1 VAE 04/17 AS-BOLTS RH 2-25-2021 MAY BE ISSUED y?``�VntdiA��� c^ ENG/NEER3 w No.64803 Z CmL ENGINEERS.P-NCRS.SURVE,0RS o TRACT NO. 28214-6,-7,-8 12 m 18 -NUE, RONk Ca 92881-337a.951-734-213 v y- p, Exp.e/3o/17 z SCALE: BENCH MARK: PRECISE GRADING PLAN OF SHEETS 3-3-17 IX, t 22� 17 VII * 1'=20' C-95-33 28214-8 FILE No. tO UTY ENGINEEBRAD R R.C. No. 13920 �E P E. No. 64803 OATS 4,OF CALIFOR� LZEVAWN.• IJ56.45 MSL U Clio OF NE ELSINORE r DATE: 10-25-16 SEE SHEET NO. 1 FOR DESC. LOTS 5-9, 29-32 CONSTRUCT/ON NOTES- 01 INSTALL 4"SCHEDULE 40 PVC. DR4/N PIPE AT 0.5R•MIN SLOPE. 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Bo1 () eH .90 IN 51.4 2 2.09 a�-- ^ 2.0,- HP 51.4 219 239 57. 51.10 TG HP 45..30 TG M �^ n0 N g 572 HP 50.f0/NV 44.30/NV FG hp w 46.6 o O FG --- N NOTE: 84.7 _ - 55.99 - __ ----------_. 470 REFER TO APPROVED ROUGH GRADING PLANS DELTA 1 FOR TRACT 1 "" _ (2 f� - 20' 0 20' 40' 60, 28214-6, 7, 8 W.O. 2003-6-1. REFER TO APPROVED STREET 55.99 = ( IMPROVEMENT PLANS DELTA 1 FOR TRACT 28214-6, 7, 8 W.O. o CO 06-240. REFER TO APPROVED SEWER AND WATER PLAN FOR \ , SCALE/N FEET TRACT 28214-6, 7, 8 DATED 9/15/i6 W.O. 2013-061. a REFER TO APPROVED STORM DffffAIN PLANS DELTA 1 FOR TRACT `O RECORD DRAW/NG SEE S H E E T N O 1L 2 . REFER TO APPROVED ELDERBERRY RIDGE BOOSTER Il STATIONTATION PLANS W.O. 2013-093 0 V 2-23-21 NOTES: R.C.E. 54803 EXP. 6 30 21 DATE 1. WALLS AND FENCES SHALL BE CONSTRUCTED PER SEPARATE PLANS AND PERMIT. o 2.THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK i IN CLOSE PROXIMITY WITH THE UTILITIES, STRUCTURES, DRAINAGE, LANDSCAPING ETC. - MARK ENG. DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL N CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT q CFESS/ CITY OF LAKE ELSINORE SHEET 10 1 VAE 04/17 AS-BUILTS RH 2-25-2021 MAY BE ISSUED eL, ENGINFERS w No.6W3 Z cmU ENGIERS E100.O NCRs.2u8vcroas m to TRACT NO. 28214-6,-7,-8 12 nvENUE, RO aorvq ca 52aet-33va.55i-�3a-2i3a Exp.6/30/17 z SCALE: BENCH MARK: PRECISE GRADING PLAN OF SHEETS 3-3-17 tZc,�BRAD FAGRELL. 221 17 Vll * C-95-33 28214-8 FILE No. COY ENGINEER N.C. No. 13920 DUEP E. No. 64803 DATE 4�OF CALIFOR� EZEYATION.• IJ56.45 MSL Clio OF LAKE ELSINORE DATE: 10-25-16 SEE SHEET NO.. 1 FOR DESC. LOTS 1-4, 33-37 Lor 4 1636.40 cor s roP CONSTRUCTION NOTES.' > Q7 INSTALL 4"SCHEDULE 40 P.VC. DR4/N PIPE AT 0.5R'M/N SLOPE. 76V \ 1635.4 7W 1630.0 1634.73 7W (27 INSTALL 9"DRAIN AND GR4TE, NOS 990 AND 932, OR APPROVED EQUAL. LOT F" 162 4 TF .33 4 TF 9 5.33'WALL ____ ___ 6.0 WALL _ INSTALL 4"POP-UP DRAINAGE EMITTER, ADS 1421 OR APPROVED EQUAL. _ ------ 4y0 16� _ ^ \s3j \ -- -- ® INSTALL 3'X 7'CONCRETE TRASH PAD. 8VW.4LL� - 8q2W LL TF l \ 1631.79 1629.83 ��� 60000 ti/ 6h0y� �111�,a Rs90 �� TG rc RET WALL DETAIL 76 scacE 7'=10' 9 ^ \ 1 209 sOQ�/ � 36.,70 � 409 4�1 h F$ 3 .38� � Q� •?B\ - � I o ti ���^ i `y �� �. � �1CF1$ � �; ry � S?zo• ,o•ti �v°. � �'��o oQ I I' � II � 3¢44' i_ � h�?. .isos rG I / h 120' 'Q ass %sr "� \ �� n Q� ?o• ( __ 1 1 y h p Q¢�5/NV I �• y0� (, 1 � 3S?O/,V/i O / Q� �C,.� �'O >B6S/NV FS73 0 fps A� QJ ` 2g 0� pp 3 5� QV 1Q J I.\ °\ 9.50 1G' ,SQ, L A 1 1 b ti � ro ^� h °5 Gy $9S °1^� �•\ � .y/, O �`+� >$?O ly2sl °o �� 1 3 � or° ¢ss/Nv 3•a73 .� � �y y.ry ego Q� � �_� -"� g�c� 39se p, 1 �I 9 ^�y m•a`` a 4 � 300 "���h' e s-`/ oM �? `��/ Doti oC > 18 �' �° (V: � .� � � °rG 6•S,Nli � I �. 259 2 " / � h� / '�S S'3 R SO G�h�•� ` 4,Dio "¢so_ ry 89) >4??j, ^ 209,' .69' I (54. i 35.2o 2 09, 15'� 33.40/ MOUE. � /iv, / ...;-. n1�' e4 1 ♦ \ C J .pg r :� (?°' O, JU hh / 79 3' ^h'k d p 4 p FS 20' 0 20' 40' 60' SCALE IN FEET 11 `o' h TG S/NV ^0 Ni 3539 I �% ------\ \ 35.70 7G I I - 239.85, OT F" 34.80/N 35.6435.1J7 _ ------ �Q I �=o M^hiamo g n n 2D' 1 1.79 1 4.24 _ h 3 5.80 ^ TC 3 34.50 TG I I ,^ TC f 29.88 1624.26 T 23.11 TC TC 618.86 Tc 1618.28 E 911 y0% 1�23yO,8 RIM GINA L YNNE LANE - - - 1 Z ^ 1 h 7634.97 p M 7624.26 f618.75 I o I Pu fM Tc Tc Tc NOTE: - - - - - REFER TO APPROVED ROUGH GRADING PLANS DELTA 1 FOR TRACT 137 - __ - - - 28214-6, 7, 8 W.O. 2003-6-1. REFER TO APPROVED STREET `^ ry � fH- - E v / IMPROVEMENT PLANS DELTA 1 FOR TRACT 28214-6, 7, 8 W.O. o 06-240. REFER TO APPROVED SEWER AND WATER PLAN FOR TRACT 28214-6, 7, 8 DATED V/15/16 W.O. 2013-061. REFER TO APPROVED STORM DffAIN PLANS DELTA 1 FOR TRACT S E E S H E E T N O . 10 S E E S H E E T /y O '2 2TATION PLANS W.O. 2013-093 . REFER TO APPROVED ELDERBERRY RIDGE BOOSTER RECORD DRAWING NOTES: 0 NOTES: V 1. WALLS AND FENCES SHALL BE CONSTRUCTED PER SEPARATE 2-23-21 PLANS AND PERMIT. o R.C.E. 64803 EXP. 61JO121 DATE 2.THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK i IN CLOSE PROXIMITY WITH THE UTILITIES, STRUCTURES, DRAINAGE, LANDSCAPING, ANDSCAPING ETC. - MARK ENG. DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL N CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT QpOFESS/pti, ��� CITY OF LAKE ELSINORE SHEET 11 1 VAE 04/17 AS-BUILTS RH 2-25-2021 MAY BE ISSUED ye``��nttllA��� c^ ENG/NEER3 w No.64803 Z cmL cNcwc1 . NCRs.2u8vcroas o TRACT NO. 28214-6,-Z-8 12 rn to nvENUE, 00 OROaorvq ca 528e1-3370.551-734-213 Exp.e/3o/17 z SCALE: BENCH MARK: PRECISE GRADING PLAN OF SHEETS 3-3-17 tZc,�BRAD FAGRELL 221 17 Vll * 1'=20' C-95-33 28214-6 FILE No. COY ENGINEER• N.C. No. 13920 �� P E. No. 64803 OATS 4 OF CWA0 R� LZEVARON.• IJ56.45 MSL LAKE OF CE ELSINORE r DATE: 10-25-16 SEE SHEET NO 1 FOR DESC. LOTS 1-11 CONSTRUCT/ON NOTES- (2) CONSTRUCT TEMPORARY 810—RETENT/ON BASIN PER DETAILS HEREON. G/NA L IMN LANE- SEE SHEET NO . 11 1618.75 1616.60 TC TC VEGETATION REOU/REMENTS VE6ETA77VE COVER IS IMPORTANT TO MINIMIZE EROSION AND ENSURE THAT TREATMENT OCCURS IN THE B/ORE7ENI/ON FACIL17Y. 7HE AREA SHOULD BE DESIGNED FOR AT LE45T 70 PERCENT / A147URE COVERAGE 7HROUGHOUT THE 8/0RE7EN7?0N FACIL17Y. TO PREVENT THE BMP FROM 6'7 BEING USED AS WALKWAYS 8/0RE7EN7?0N FAC/L/77ES SH4LL BE PLANTED WITH A COMB/N4770N - OF SA61CC 7R=,DENSELY PC4N7ED SHRUBS,AND AMAIRAC GRASSES: GRASSES SH&L BE I _ /647NE OR ORNAMENTAL.'PREFERABLY AYES 7/NT DO NOT NEED TO BE MOWED. 7HE . _O _ APPLIG7X1N OF FERTILIZERS AND PESTA7DES SHOULD BE M/N/A(AC. 70 MVNTA/N OXYGEN 11 1�A 00 LEVELS FOR 7HE VEGETATION AND PROMOTE B/ODEGRAAIBON,/T/S IMPORTANT THAT _ / S 1 VEGETATION NOT BE COMPLETELY SUBMERGED FOR ANY EXTENDED PERIOD OF TIME THEREFORE;AMAX/MUM OF 6/AL'UB OF ED fOR WATER S/NDf BE USED/N 77M DESIGN 70 T T_L 14—1'5 — ENSURE TF61T PLANTS W/7H/N 7HE B/ORETEN770N FAC/C/7Y REMVN HEALTHY. Guru PHASES - - x 1618:8 /(MA GRADED)- z' z' PROPOSED B/0-137ENTION BASIN(25'x 50) \ x C CONC BOX INLET W17H GRATE 6'MIN. A JENSEN 12K72'PRECAST DRAIN FREEBOARD \ 1 WOMP VOLUME INLET DI 1212 TYPE \ \ ` OPER MAINTAINED k• 1616.50 TG N'1 \ \ ETENITON BASIN 6'PONDING DEP_TH V !1`P� ENGINEERIN SOL MEDIA A A 1 TOP I ON SLOPEP.� 2-3"MULCH a1E S. B0 BOTT. OF BASIN GRAVEL PAD SEE NOTE/ LjjN MIN. \ \ 16 OT ELEV.PER PUN \V 7 1. OG1M EERING SOIL MEDIA 2'MIN. CLEAN GRAVEL VER ENTIRE BASIN BOTTOM \ \ \ G OTE�LEN 2"THICK 1616,7 WATER IIGI?CAP PEA GRAVEL MIRAfl 160N x 16120 INVEITT 6'PERFORATED P.V.C.AT APPROVEDOR EQUAL 12'STORM DRAIN HDPE _P 10'O.C.,S=0.5R MIN. 1611.00 INVERT \ v \ 5=0.80% \ \ 12 E- SOIL MEDIA\ MINERAL 85 CLASS A SANDY LOAM TOPSOIL LV I ORGANIC 15 NITROGEN STABILIZED COMPOST \ SOIL MEDIA NOTE is SOIL MED14 SHALL BE PER RIVERSIDE COUNTY WOMP GUIDANCE MANUAL EASEMENT FOR DRAINAGE PURPOSES SAND 70-80 "1 \ TO THE CITY OF LAKE ELSINORE SILT 15-20 \ INST. 2017-0082455 CLAY 5-10 RECORDED 2-28-17 � v� x 1615,1 x 161 j. ��t � \ TEMPORARY / 8/0—RETENTION BASIN WITH 12'X12"RISER INLET DETAIL \ {! \ NOT TO SCALE �1615 vv 16~DEEP-_ v 20' 0 20' 40' so' \ \ \ SCALE IN FEET x 1613,E x 1612 NOTE: I REFER TO APPROVED ROUGH GRADING PLANS DELTA 1 FOR TRACT / 28214-6, 7, 8 W.O. 2003-6-1. REFER TO APPROVED STREET IMPROVEMENT PLANS DELTA 1 FOR TRACT 28214-6, 7, 8 W.O. �\ 06-240. REFER TO APPROVED SEWER AND WATER PLAN FOR TRACT 28214-6, 7, 8 DATED 9//15/16 W.O. 2013-061. \ REFER TO APPROVED STORM DRAIN PLANS DELTA 1 FOR TRACT N 28214-6. REFER TO APPROVED ELDERBERRY RIDGE BOOSTER RECORD DRAWING NOTES;STATION PLANS W.O. 2013-093 p 1. WALLS AND FENCES SHALL BE CONSTRUCTED PER SEPARATE 2-23-21 PLANS AND PERMIT. o R.C.E. 64803 EXP. 6130121 DATE 2.THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK i IN CLOSE PROXIMI7 WITH THE UTILITIES, STRUCTURES, DRAINAGE, LANDSCAPING, ANDSCAPING ETC. — MARK ENG. DATE REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL N CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND A PERMIT q DFESS/ON, CITY OF LAKE ELSINORE SHEET 12 1 VAE 04�17 AS—BOLTS RH 2-25-2021 MAY BE ISSUED eL, ENGINFERS w No.64803 Z cmU ENGINEERS. 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