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HomeMy WebLinkAboutENG-2023-00230 PG PLAN NO 23-186-23-193 GRADING NOTES: PRECISE GRADING PLAN 1. ALL WORK SHALL BE DONE/N ACCORDANCE WITH THE CITY OF LAKE ELSINORE- MUNICIPAL CODE, CHAPTER 15.72 AND APPLICABLE STANDARDS AND SPEC/F/CATIONS �� 2 Ao. AND THE LATEST EDITION OF THE UN/FORM BUILDING CODE(U.B.C.� CHAPTER 33. ALBERHILL RANCH IWA CT NO.. 28ff4-9 ��� ono "QyO s 3 '�o SITE 2. A PERM/T SHALL BE OBTA/NED FROM THE ENGINEERING DEPARTMENT, C17Y OF LAKE r� ELSINORE, PR/OR TO ANY OPERATIONS. `0 4 MODEL HOME COMPLEX L O TS 1-2. 7 17 15 17J. THE DEVELOPER ANO OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPAN/ESAND U.S.A. ALERT(7800-422-4133) FORTY-EIGHT(48) HOURS PR/OR TO > �' GRADING. 4 7THE COTRACTORWENTYNFOUR (24)HHOURNOTIFY THE C17Y ENGINEERING DEPARTMENT AT S IN ADVANCE OF BEGINNING GRADING OPERATIONS LEAST C117 Y OF L A KE ELSON) ORE. CALhcORN/A ti RIVERSIDE 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE- CITY ENGINEER. VICINITY MAP GRADING NOTES (CONTINUED) OWNER/APPLICANT SOILS ENGINEER- NOT 7p SrALE 6 CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 7 VERTICAL, UNLESS OTHERWISE APPROVED, AND SHALL BE SHOWN ON THE PLAN. 25. EROSION CONTROL:ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PULTE HOME COMPANY, LLC PETRA GEOTECHN/CAL, INC. PLANT OR ANOTHER APPROVED GROUND COVER, AT TWELVE INCHES (12) ON 27407 LOS ALTOS, SUITE 400 40880 COUNTY CENTER DRIVE, SUITE M 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERT/CAL, UNLESS CENTER. SlOPES OVER FIFTEEN FEET(15) IN VERTICAL HE/GHT, /N ADD177ON TO MISSION VIE✓D, CA 92691 TEMECULA, CA 92591 OTHERWISE APPROVED, SHALL BE SHOWN ON PLAN, AND SHALL NOT HAVE LESS GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS OR (562 441-2050 951-600-9277 THAN 90Z RELATIVE COMPACT/ON OUT TO THE FIN/SHED SURFACE. COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT TEN FEET(10) ON CONTACT MATT MATSON CONTACT• GR4YSON R. WALKER, G.E. SHEET INDEX CENTER• TREES AT TWENTY FEET(20) ON CENTER; COMB/NATIONS FIFTEEN FEET 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE (15) ON CENTER. SLOPES OVER THREE FEET(3) IN VERTICAL HEIGHT SHALL SHEET 1..............................................................................TITLE SHEET MODIFIED FIVE(5) LAYER A.S.T.M. D-1557-70 TEST METHOD. HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER CIV11- ENGINEER- SHEET 2..........................................................................INDEX, LEGEND 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION/ON AND DEBRIS, SCARIFIED, AND U.B.C. KWC ENGINEERS SHEET 3...........................................................................DETAIL SHEET INSPECTED BY THE GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST 1880 COMPTON AVENUE, SU17E 100 SHEET 4-7...................................................PREC/SE GRADING SHE= PR/OR TO THE PLACING OF FILL. BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PRO✓ECT. CORONA, CA 92881-3370 SHEET 8..........................................................EROSION CONTROL PLAN -21.30 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL 27. APPROVED ERO51ON PREVENTIVE-DEVICES SHALL BE PROVIDED AND MAINTAINED CONTACT 723THOMA PREPARAT/ON OF GROUND /S APPROVED BY THE SOILS ENGINEER. DURING THE RA/NY SEASON AND SHALL BE/N PLACE AT THE END OF EACH CONTACT THOMAS GASSED/NE UTILITY NOTf-5 DAY'S WORK. 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS BASIS OF BEARING WATER ELSINORE VALLEY MUNICIPAL WATER DISTRICT THAN Y-PER FOOT FOR A MIN/MUM OF THREE(3) FEET, THEN 1-- (M/N/MUM) TO 28. ALL WORK SHALL CONFORM TO THE C17Y AND STATE CONSTRUCT/ON SAFETY 37375 CHANEY STREET FLOW LINE OF EARTH SWALE. ORDERS. THE BASIS OF BEAR/NOS FOR THIS MAP WAS TAKEN FROM THE STATE PLANE COORDINATE SYSTEM, CCS LAKE ELSINORE, CA. 92531 81 ZONE 6 BASED UPON NGS POINT "4LBER"AND POINT 'WALKER; BEING N 522530"W (951) 674-3146 12. MIN/MUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE IX/F CUT OR FILL 29. THE LOCATION AND PROTECT/ON OF ALL UTILITIES/S THE RESPONSIBILITY OF THE- SLOPE VALLEY MUNICIPAL WATER DISTRICT IS LESS THAN TEN FEET(10) AND 2%/F CUT OR FILL /S GREATER THAN PERM/TTEE. SEWER. 31315 C ELS/NORE HAALL STREET TEN FEET(10). DRAINAGE SWALES SHALL BE A MIN/MUM OF 0.5'DEEP AND SOILS ENGINEER.- LAKE ELSINORE, CA. 92331 CONSTRUCTED A MIN/MUM OF TWO FEET(2) FROM THE TOP OF CUT OR FILL -TO. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB S/TE AT ALL TIME (951) 674-3146 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO THESE GRADING PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED AND FOUND 13. PROVIDE 5'W/DE BY 1'H/GH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL COUPLET/ON OF GRADING OPERATION. TO BE/N CONFORMANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS GAS- SOUTHERN CALIFORNIA GAS CO. OUIZ/NED /N THE SOILS AND GEOLOGICAL RECONNAISSANCE REPORT DATED 1981 W. LUGON/A AVENUE SLOPES OVER 5'H/GH NOVEMBER 14, 2022 PREPARED FOR THIS D PMENT. REDLANDS, CA 92374 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED QpON�Slpy� (909) 335-7828 14. PROVIDE A BROW DITCH, DESIGNED TO HANDLE ONE HUNDRED (100) YEAR STORM FOR ALL SLOPES /N EXCESS OF THREE(3) FEET VER77CAL HE/GHT WITHIN NINETY �o w F FLOWS ALONG THE TOP OF CUT SLOPES. (90) DAYS AFTER COUPLET/ON OF ROUGH GRADING AND SHALL BE/N d W� J y� 6/5/2023 PHONE.• SBC/PAC/F/C BELL ACCORDANCE WITH C17Y OF LAKE ELSINORE GRADING ORDINANCE NO. 882 PR/OR seen 1265 N. VAN BUREN 15. NO OBSTRUCT/ON OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE TO THE APPROVAL OF FINAL INSPECT/ON GRAY ON R. WALKER GE 871 + * DATE ANAHEIM, CA 92807 PERM/7TED. 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE- PR/NC/PAL ENGINEER srq OF .P (774) 666-5423 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO SUPERVISE GRADING HIMSELF WITH 77YE SITE AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO ` NAB G ° / / ELECTRIC- SO. CAL. ED/SON CO. AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQU/REMENT5 EXISTING FAC/LIT/ES RESUL77NG DIRECTLY OR INDIRE07ZY FROM HIS OPERATIONS, / e E /( O FO< 6 5 2023 26100 MEN/FEE ROAD (SUBD/V/S/ONS)AND EXPANSIVE CHARACTERISTICS OF THE SOIL. WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON 77YESE PLANS UU.E ROMOLAND, CA. 92585 JAMES A. LARWOOD CEG 1897 DATE (951) 928-8207 17. GRADING CERT/F/CAT/ON BY THE DEVELOPERS CIVIL ENG/NEER AND A FINAL 34. THE DESIGN ENG/NEER SHALL PROV/DE A MIN/MUM OF ONE(1) BLUE TOP PER ENGINEERING GOELOGIST (951) 820-5498 COMPACT/ON REPORT BY A SOILS ENG/NEER SHALL BE SUBM177FD TO THE BUILDING FIN/SHED PAD, PR/OR TO ROUGH GRADE APPROVAL.AND ENG/NEER/NG DEPARTMENTS PR/OR TO ISSUANCE OF BUILDING PERMITS. F/RE. R/VERB/DECOUMY R7RE DEPARTMENT 35. APPROX/MATE DATE OF.• ENG/NEERS NOTICE. 4080 LEMON STREET., 2ND FLOOR 18. THE SOILS ENGINEERING INVESTIGATION.• 1. GEOTECHN/CAL REPORT OF ROUGH BEGINNING OPERAT/ON.• RIVERS/DE, CA. 92502 GRADING, TRACT 28214-9, MODEL LOTS 1 THROUGH 17 ALSERHILL RANCH PRO✓ECT, COMPLETION.- 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE (951) 955-4777 CITY OF LAKE ELSINORE, RIVERS/DE COUNTY, CALIFORNIA, DATED NOVEMBER 14, RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF FIBER OPT/C. LEVEL 3 COMMUNICATIONS PREPARED BY PETRA GEOSCYNCES, INC. & 2. SEISMIC DESIGN PARAMETERS 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAX/MUM DIMENSION GREATER CONSTRUCT/ON, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS PER 2022. CBC, MODEL LOTS 1-17 OF TRACT 28214-9, ALSERHILL RANCH THAN THREE INCHES (-T) WILL BE PLACED /N FILLS WITHIN ROADBED AREAS OR REQUIREMENT SHALL APPLY CONTINUOUSL Y AND NOT BE LIMITED NETWORK RELOCATIONS DEPARTMENT TO NORMAL 1025 ELDORADOBLVD BLOG 33A-522 DEVELOPMENT, C17Y OF LAKE ELSINORE RIVERSIDE COUNTY CALIFORNIA, DATED MAY THREE FEET(3 OF FINISH GRADES, UNLESS THE LOCATION, MATER/ALB, AND WORKING HOURS THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE BRO04F7ELD, CO 80021 12, 2023 PREPARED BY PETRA GEOSCIENCES, INC. SHALL BE CONSIDERED A PART DISPOSAL METHODS ARE SPEC/F/CALLY APPROVED BY THE SOILS ENG/NEER. OWNER AND ENGINEER HARLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED, (720) 888-5688 OF THIS GRAD/NO PLAN AND SHALL BE/N COMPLIANCE /N CONNECT/ON WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING 19. A REG/STEREO CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT INSPECT/ON BEFORE APPROVAL .THE-ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN FOR L/ABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR EST/MATED EARTHWORK QUANT/T/ES CERTIFICA7701V OF BUILDING PAD ELVA ET/ON. WHERE SPEC/F/C ELEVATIONS ARE ENGINEER REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. /F 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE 2 ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC ON-5/7E EARTHWORK QUANTITIES AN ELEVAT/ON WITH RESPECT TO AD✓ACENT GROUND SURFACE/S REQU/RED, THE APPROVED BY THE BUILDING DEPARTMENT. RECORDS, ARE INDICATED WITH THE/R APPROXIMATE LOCATION AND EXTENT. THE GRADING SUMMARY CUT(C.Y.) FILL (C.Y.) ACTUAL DISTANCE ABOVE THE AD✓ACENT GROUND SHALL BE GIVEN. OWNER, BY ACCEPT/NG THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS 39. THIS SITE HAS 09TA/NED A NATIONAL POLLUTION PREVENTION EL/M/NAT/ON SYSTEM HEREON AGREES TO ASSUME L/ABILITY AND HOLD THE ENGINEERS HARMLESS RAW QUAN17TYS 750 O 20. ALL PROPERTY CORNERS SHALL C CLEARLY DELINEATED /N THE F/ELD PR/OR TO (NPDES) PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER FOR ANY DAMAGES RESULTING FROM THE EX/STNECE OF UNDERGROUND UTILITIES OF ANY CONSTRUCT/ON/GRAD/NG. DISCHARGES. OR STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS, OR THOSE #8 CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCATIONS THE ABOVE EST/MATED QUANTITIES ARE FOR PURPOSES ONLY. NPDES WD/D 33C395213 DATE PERMIT ISSUED.• 10-07-2010 e 21. STAB/L/7Y CALCULATIONS WITH A SAFETY FACTOR OF AT LEAST 1.5 SHALL BE QUANT/T/ES MAY VARY DEPENDING ON ACTUAL FIELD CONDITIONS. SUBM/7TED BY A SOILS ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS 40. DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS. NO CONTRACTOR /S REOU/RED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT FOR CUT AND FILL SLOPES OVER THIRTY FEET 30' IN VERTICAL HEIGHT. THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER FOUND AT THE ST/E. /T ( ) BUILD/NGS OR WALLS SHALL BE PLACED W/1H/N EASEMENT L/MIT3S TEMPORARY NOTE. THE ABOVE QUANTITIES HAVE BEEN EST/MATED BY THE IMPROVEMENTS ARE SUB✓ECT TO REMOVAL AT OWNERS EXPENSE. SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL ENGINEER FOR PERM/T PURPOSES ONLY1 THE CONTRACTOR SHALL 22. A FINAL COMPACT/ON REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. DETERMINE HIS OWN QUANT/TIES AND HE IF SOLELY RESPONSIBLE- (1) FOOT. LEGAL DESCRIPTION 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONS/BLE FOR, OR FOR DETERMINING THE AMOUNT AND COST OF/MPORT/EXPORT 23. /F STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL /S TO BE PLACED, /T MUST L/ABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL AND OTHER GRADING QUANT/T/ES FOR THIS PROJECT. BE CLEARED, KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. BEING LOTS 1, 2, 7 8, 9, 10, 11, 15, 16 AND 17 OF TRACT MAP NO. CHANGES TO THESE PLANS MUST BE/N WRITING AND MUST BE APPROVED BY PREPARATION SHALL BE APPROVED BY A REG/STEREO SOILS ENGINEER PR/OR TO 28214-9, /N THE C17Y OF LAKE ELS/NORE, COUNTY OF RIVERS/DE, STATE OF THE PREPARER OF THESE PLANS. SOURCE OF IMPORT MATERIAL FOR SITE SHALL BE/DENT/FYD PLACEMENT OF FILL MATERIAL. SLOPES GREATER THAN 5-1 ARE REQUIRED TO BE CALIFORNIA, AS PER MAP RECORDED /N BOOK 480, PAGES 96 THROUGH 122, PR/OR TO ISSUANCE OF GRADING PERM/T. KEYED AND BENCHED. INCLUSIVE, OF MAPS, /N THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANT/TIES PR/OR TO NO 24. THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCT/ON IN THE FOLLOWING NOTES: B/DDING FOR CONSTRUCT/ON. REFER TO APPROVED ROUGH GRADING PLANS DELTA 1 FOR STAGES.- TRACT 28214-9. REFER TO APPROVED STREET IMPROVEMENT A. UPON COMPLETION OF CLEARING AND DURING EXCAVAT/ON AND BEFORE DRIVEWAY APPROACHES ARE PER STREET IMPROVEMENT PLANS (TO BE i45-BUILT' PLANS FOR 7R4CT 28214-9. REFER TO APPROVED SEWER AND BACKF/LL OF ALLUVIAL, COLLUViAL AND TERRACED AREAS AND ANY HA7F?PLAN FOR TRACT 28214-9. FOR LOCATION) BENCH MARK: REFER TO APPROVED STORM DRAIN PLANS FOR TRACT 28214-9.w SUBSTRUCTURES E, B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACT/ON, BENCH MARK NO. C-95-33 ELEV. = 1356.45 MSL (1929 DATUM) NOTES: i BENCHING AND FILLING OPERATIONS WORK TO BE DONE FROM THE INTERSECT/ON OF LAKESHORE-DRIVE AND DRYDEN STREET 40 FEET J. WALLS AND FENCES S/L4LL BE CON57RUC7E0 PER C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER SOUTHEASTERLY ALONG LAKESHORE-AND 40 FEET NORTHEASTERLY TO THE CHISELED SEPARATE PLANS AND PERMIT. MATERNAL. PRECISE GRADING FOR LOTS 1-2, 7-71, AND 15-17 'SOUACE"/N TOP OF CURB OF BCR. 2 THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING ERSC 06�21�2023 MB WDID.• 8 j=95213 DRAINAGE CLONE PROXIMITY ETC.I7H THE U7TL/77E5, STRUC77JRES, CONSTRUCT/ON. ENG-2023-00230 MAR LNG. DATE REVISIONS APPR. DA Tf THESE PLANS H4VE BEEN REVIEWED FOR COMPLLQNCE WITH THE PREPARED BY.• SEAL M CITY OF LAKE ELS/NORE SHEET APPROPRIATE COND177ONS OF DEVELOPMENT AND/OR C17Y AND STATE ESSiq�, i LAWS AND HAVE BEEN FOUND ACCEPTABLE 4o M_cq g ENG/NEERS COMPTON A�NUEESITEE 00'WRONNAERA.92881-Oio-951-7 -21M 7RACT MAP NO. 28214-9 8 c 79oae m PRECISE GRADING PLAN OF 1 /I o _ 6-5-23 z SCALE' BENCH MARK, MODEL HOME COMPLEX SHEETS 9`tjj/IIl��O}L- 6-29-2023 :Jpllm,,s l md" * IT N.T.S. RE O K4B/B, R.C.E. No. 8JI56 D47E THOMAS M. CASELDINE DA7E sq civic �P C-95-33 LpA%lVG ON LO7S12, 9 & 15 FILE No. CITY ENGINEER P.E. No. 79048 °FCN1F0� SEE'SHEET N0.3I FOR MO fSC TITLE SHEET CITY OF LAKE ELS/NORE DATE.• 10/10/2022 23-186 i r �B�R�II �e / "/ /i OPO RACT28214 s �i•' SO PLANS i A/ ' CONSTRUCT/ON NOTES AND OUANT/TY EST/MATE 1A5'TACL PRNAIF 4"SCHEDULE 40 P.V.0 PPE 0 0.5X M/N ROPE LW AS Shm ON PLAN. 214W LF ✓ �� �� ASTAU NDS S'AWND SMY150 M 5'SaT-D&SIN 0,4 A-PXkM MIAL.INSTALL Ck5%N LOPM ALUUSIMENIS AS REOU/RED IMT&Z FW 4Y J'SCHEDULE 40 P.YC PPE RRt9/1GfI CURB PER DETAIL ON SHEET J(gOff YhFIZN fMW INERT AT TG TO CURB®>X MIN. >8 EA O 6OAT7RXr J'AC Oka 95X CONP4070 SOIL LW AS AP' PM BY SOILS ZWNMF 5H SF •• / J �—' a a F l l OS CONSTRUCT 6'WIDE x 12'DEEP PLAYGROUND CONCRETE MOWCURB PER LWOSCAPE PLANS 190 LF MS'TALL J'X 11'Gt9hMV RASH AV 7 EA ,lbr IaED - EA O INSTALL 627N HY WHEEL SUP PER DETAIL LW SHEET J 11 EA INSTALL A24 S/GN/NG AND SMIRK PER&T41L 0,V SHEET J 2 EA INSTALL 4'NY9F STR/PE 4AS LF in, INSTALL 3'DETECTABLE WARN/NG OENCE(RUNCATED LXJME3f PER DETAIL ON SHEET 3 4 EA INSTALL 0-CURB PER MA&DY SHEET J 850 LF WALL OPEN/NG AT SMY PER DETAIL QV SHEET J 13 EA / 7! 1AWALL STEPS,'SEE PLAN ANY FOR//EWIf AND NUMBER LW STEPS J2 EA LEGEND & SYMBOLS 5 1AT)ALL UNAUROR/ZED PARKIX SIN PER MT41Z ON SHEET J J EA 76 LONSMWT MYXML4L MMYAY PR 07Y a LAKE EZS/NORE R4040 117 10 EA 0 S/DEWALK w PROP02D WATER PER SEP.PAN 047CH LWS/N s - PROPOSED SEWER PR RIP PLAN ONLY THE ABOVE OIIAN77T/ES HAVE BEEN ESTIMATED SY THE ENGINEER FOR PERMIT PURPOSES ONLY. THE CONTRACTOR SHALL DETERMINE HIS OWN OUAN7777ES. INDEX MAP .....■ ALN PROF TRIYEZ _ PROPOSEDD FIRE MIDRANT PER SEP.PAN SCALE.• 1=150' 3'F,-° PROP6MD SMEE7 LM,M PROPOSED NR YAC PER SEP.PAN 1. WALLS AND FENCES SHALL BE CONSTRUCTED PER SEPARATE PLANS AND PERMIT. 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK/N CLOSE PROXIMITY WITH THE EX/Sn 'E[ME OF PAIEMEM PROPOSED RIP-MP PER SEP.PLAN UTILITIES, STRUCTURES, DRAINAGE, LANDSCAPING, ETC. Lr/SAIC LXRT RW augAG P LZ7i mws EX/SnA'R/GHf OF WAY - EX/S7TNG 5'0WblYRS NOTE. TOP OF SLOPE INDEX MAP LEGEND CENTER[/NE Z TOE OF SLOPE SCR 28214 TO P9. REDFEROUGH GRADING PLANS DELTA I FOR TO APPROVED STREET IMPROVEMENT s Exrsn�SEmER w- - LrISAAV WATER SWALEFZOWUNE 9.PLANS FOR TRACT 28214- REFER TO APPROVED SEWER AND 150' O 150' 300' 450' WA /\ 7FR PLAN FOR TRACT 28214-9. ( y }■u u u u u u■■■u■ SHEET NUMBER EMMV GAS LINE ----------------- P14;'P/PE REFER TO APPROVED STORM DRAIN PLANS FOR TRACT 28214-9.w `J o SCALE/N FEET —0 &1S)7AV FIRE HYDRANT NOTES.' i ® ExrsnNc WRIER YALYF 1. WALLS AND FENCES SI-14LL BE CONS7RUC7ED PER Lr/SnNG 9ZOW O1F SEPARATE PLANS AND PERM/T. � fM)7AV AIR YAC 2. THE CONTRACTOR SHLL BE RESPONSIBLE TO COORDINATE WORK IN CLOSE PROXIMITY WITH THE U77LI77ES, SRUCTURES, o ERSC 06/21/2023 MB ExrsnNcPOWERPaE ENG-2023-00230 DRAINAGE, LANDSCAPING, ETC. EIVG. DATE REVISIONS APPR. DAT THESE PLANS mVE-BEEN REU/E7YED FOR COMPLIANCE WITH THE PREPARED BY SEAL M APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR 017Y AND STATE �� CITY OF LAf(E ELS/MORE SHEET 2 LAWS AND HAVE BEEN FOUND ACCEPTABLE y M.cq '4 ENG/VEERS � 6 CIVIL ENGINEERS COMI-N N 1 an a 913 -951-n4-2i50 TRACT MAP NO. 2B214-98 c yeas m PRECISE GRADING PLAN OF c� f z SCALE BENCH MARK MODEL HOME COMPLEX SHEETS 6-29-2023 �Un�r ub 6-5-23 ,t * 1'-150, LOTS 1 SEE SHEET NO 1 FOR DES[ 7-8, 10-11 & 15-17 REHAB/B, R.C.E. No. 83156 DA7F THOMAS M. CASELDINE LA7E syr civiv aP 0-95-'73 PARK/1VG ON LOTS 2, 9 & 15 FILE'FILE'No. ENGINfZC/7Y OF LAKERELS/NORE P•E. No. 79048 �opcpUF ' DATE 1011012022 ELEYA710N.• 1356. INDEX SHEET 23-187 D 70 SO. INCH ACCESSIBLE SIGN PER 6' VAR/ES R � r AND FENCE PLAN B SEC. 112995 AND DETAIL BELOW FL OF P/PE 1/2"ABOVE 3"P.V.C FG 7 FG �����N PL ___ GUTTER FLOW LINE INVERT SIDEWALK PER PLAN PER PLAN BLDG OR WALL FACE-- z SEDGE OF PAVEMENT OR ELEV. PER PLAN 4"WYE AS REQUIRED 5'MIN. (WHERE OCCURS) " CURB FACE(WHERE OCCURS) INSTALL REMOVABLE 11 10 z PAINT BLUE A PLUG 7 GB(SAME AS PAD ELEV) 2% — 3'MIN. 24" FL 3'M/N. 6"R _// PAD 1B HP F PAD 1 PAD \10 HP F PAD I Z �� ELEV. 1 ELEV ELEV. 4,1 1 ELEV.I 2 ryp B WHEEL STOP p" �INIVI'), TG/NV. TG/NV. - TYp 1.09 1.09, 1.0� 1.0x U \/ // — M_/N M_/N-- -- M_/N M_/N — O I I m WHITEL/�) /� • \ \ \ \ \ \ \ 8"MIN 8"MIN DISABLE 2 'I FF ELEV. Cl 0= 1 2 02 h FF ELEV q P RBSOEC �'� BLUE L/(7YPJ 3=0" q P FL B 1 P FL P FL 8 I P FL ACCESS 3:Y4"REDUCER 4"P.VCI C, I I S 90L e CURB& GUTTER PER RLVERS/DE 4 X4 X4"TE J� ___PAD ELEV =r-c ELEVATION 8.5 COUNTY STD. 310 I (JB II — I B 5�M/N. 2%M/N. 5%M/N. CENTER SYMBOL IN EACH INSTALL POLYETHYLENE ,I A ,I _ PLAIT/C JOINT MATER/AL �•15� ygl, �i:' A I, 2OX MAX 2.1 MA PO,g,�qh- M �, NQ DISABLED ACCESS STALL I =I~ yql P 12"WHITE INSTALL SYMBOL FLUSH OU/CK JOINT"OR EQUAL ~=j'U/" LOT NO M/"I ~ I'I"//" LOT NO q/in!I 36" LETTERS W/PAVING Q ACCESSIBLE 2"M/N. COVER 3'I 3'I ,n TYP/CAL SIDE YARD SECT/ON PARKING STALL 3' PAD=PAD ECEV TYR TG 3' PAD=PAD ECEY TYP TG MIN TIP. FF=HNISH FLOOR ELEV INV. JlP. FF=F/N/SH FLOOR ELLY /NV. � rw�io�srw 9' 6' 9 B 9 9 MIN MIN A ACCESSIBLE SIGN& STRIPING DETAIL 4" — a - ° -° ,I GF=GARAGE FRONT ELEV I ,I GF=GARAGE FRONT ELEV 1 H FL I NOTE. H LL MEETNITLE 24 REQUREMENTS �T ro ACCESSIBLE STRIPING & S/GNAGE DETAIL P FL 2 I P FL PL SEE WALL AND FENCE PLAN NOT TO SC4LE PER SEPAR47F PERMIT SECT/ON A A i I GB FL n PR/l/ATE P/PE THROUGH CURB DETAIL 15 =g i Tc I 5 =g i Tc VAR/ES 11ARIES u 70 SO INCH SIGN W17Ht& WH17FINV , /NV. IN7ERNARONAL SYMBOL NOT 70 SC:ALE Z I d N Z N I ARK BLUE OF ACCESS/B/L/7Y !O'M/N. GROUND A4/N/MUM f7NE$250"S/GN16I/I'1'- 16 /ADD/T/DNAL SIMAGE REOD/RED AT ACCES8"MIN PARK/NG STALLCURB FACE I I CURB FACE-, I T%41IN I FF ELL"✓. ). PAD E °" BURY POST MIN 24"DIRECTION OF FLOW z �G DIRECT/ON OF FLOW z ry= 17"M/N.e (24"REL'OMMENDED) /VOTES' 2%MIN 5B'M/N.20%MAX 2OX MAXSWALES TO BE GRADED AT 19 MIN AND FOR 10'MIN. UNAUTHOR/ZED VEHICLES 8"D/A. STE 49 MAX ALONG REAR AND SIDE OF HOUSE © 3"PRIVATE DRAIN THROUGH CURB FACE PER DETAIL BELOW TYP/CAL REAR YARD SECT/ON PARKED/N DESIGNED FILLED W/CONC REAR Y G D ACCESS/BLE SPACES NOT n ACCESSIBLE SIGN DETAIL OZ HIGH POINT OF SWALE PER PLAN O7 REFER TO THE FINAL TRACT MAP FOR BEARINGS ,Vor 91SPLAYING D/SANGU/SH1N0 OF PROPERTY LINES PLACARDS OR SPECIAL LICENSE NOT TO SCALE O3 4"DIAMETER DRAINAGE PIPE(0.59 MIN PLPE ® 7YPICAL 15'REAR DISTANCE TO SWALE UNLESS PLATES ISSUED FOR PERSONS SLOPE) OTHERWISE NOTED ON PLAN WITH D/S481LITY WILL 8f TOWED O4 SLOPE AWAY FROM THE BUILDING FACE IS TO O NPICAL Y SIDE DISTANCE TO SWALE UNLESS AWAY AT THE OIYNERS BE 59, MIN FOR THE FIRST 10 FEET MIN OTHERWISE NOTED ON PLAN LETTERING ON SIGN EXPENSE. N MUST BE A MIN/MUM TOWED VEHICLES MAY 8E AND 29 THEREAFTER UNTIL THE SWALE IS 70 29 MIN AND 20,1'MAX GRADE FROM REAR OF I"IN HEIGHT REACHED. RECLAIMED AT SWALE TO PROPERTY LINE OR GRADE BRAKE, O5 SHEET FLOW TO STREET OR THE OPTION OF GRADE BREAK TO PROPERTY LINE MAY BE 19 OR B LMEPhV E APPROPRIATE UCS9INFOR N SIGN UP TO 69 FLOW LINE TO DRIVEWAY SLOPE MUST BE INCLUDED EI S/GN (INSERT TELEPHONE NUMBER (M/N/MUM OF 1"/N HEIGHT) R/W ¢ R/W R/W R/W L 25' } I PER SIP 7' !8' IB' 7' T 20, 20' T 3'PUBLIC I 5' 5- I 3'PUBLIC 3'PUBLIC I 5' S' I 3'PUBLIC PAD 'LfV WALK K'' wA<K µ''me I BURY POST MIN 24" 2n a.1 2:t 2:t i MAX. M4x. MAX. MAx. T2D% � MAX T -------------- 8 OL4. STEEL PIPE °= ?/ 5' '„ .- a 5 Z•, / 5' :b.._ x.. 5' 2. 1O$ FILLED W/CONC. LANDS P NDSCAPE gRKWAY - LANDSCAP PARKWAY E S/DE1ygLK PARKWAY PARKWAY UNAUTHOR/ZED PARKING SIGN DETAIL TYP/CAL SECT/ON 7YP/CAL SECT/ON /s NOT to sc4LE LIL4H CIRCLE ALDERWOOD LANE TYPICAL DRIVEWAY DET/AL NOT TO sc4LE SEE WALL FENCE PLAN PER 1M\� 6" SEPERATE PERM/T m w CONCRETE SHALL BE SEE WALL FENCE PLAN PER CLASS 56URED WITHT250 z_ R=#- 6 pY.E P.C.C., CURED WITH m SEPERATE PERMIT Q�p,. WHITE PIGMENTED _ k "� CURING COMPOUND �. - ,;i:y�. ''S,= °�•` REF.��� 8 A.C. E 2 ,' `, 'r:. :ix'~'-;Tr::ti" :'.�.,•'^s.' NOTE.• g \ _ CONCRETE TO BE 3000 P.S./., -"..(.• x.�e :::a. :.„' 2"MIN NTH T7BER MESH REINFORCING. L7 r CURB ONLY `:=�` ?N' CONSTRUCT WEAKENED PLANE JOINT!O'OC MAX/MUM NOT 70 SCALE 0.- I II N - �4 N/.$f/TLQ�Y ��I q,: ;}x,; �n NOTES: * '.` •.;,y', Rrl1N/IZGIaP c O SINGLE • • NO '�'`"'�` ,•.4� 1 I. WHEEL STOPS TO BE PLACED 2'INTO STALL, AS F1N/Sf/ " 'TRUNCATED DOME" REFER TO APPROVED ROUGH GRADING PLANS DELTA 1 FOR a PAO GRADE SHOWN ABOVE. CENTERED/N THE PARK/NG STALL. yqp :.WHIT/ r.3 TRACT 28214-9. REFER TO APPROVED STREET IMPROVEMENT M t i �i OO OO OO OO 2.WHEEL STOPS CAN BE PAINTED/N A CONTRASTING PLANS FOR TRACT 28214-9. REFER TO APPROVED SEWER AND N J! - 7-1/2" .$3 84R COLOR. WATER PLAN FOR TRACT 28214-9. -`` - OO OO OO o END VIEW / 3 WHEE S RE/NF. DOWEL — 1'-6"L.G. TO ANCHOR REFER TO APPROVED STORM DR4/N PLANS FOR TRACT 28214-9.o OMT 1 ELLL7C®FL061L/AE 2 '��"�•, 2�'M/N. O O O O PATTERN N.T.S. STOPS(7YP.) NOTES' i 4"PVC PIPE 7FRU F007IAG 4"PVC PIPE 2.35" 1. WALLS AND FENCES SHALL BE CON57RUCIED PER SEPARATE PLANS AND PERM/T. TYPICAL SIDE YARD GATE DETECTABLE WARNING DETAIL 2. 7HE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE n TYP/CAL BLOCK WALL OPENING AT SWALE WHEEL STOP DETAIL WORK/N CLOSE PROX/M/lY{Y/7H THE U77LI77ES sTRucTVREs `/ Aar m Sr" NOT To SCACE Nor To SGCE ERSC 06/21/2023 MB 8 DRAINAGE, LANDSCAPING, ETC. To SCALE ENG-2023-00230 MAR f-IV . DA FF REVISIONS APPR. DATE THESE PLANs HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY, SEAL M Z APPROPR/gTE COND/7701VS OF DEVELOPMENT AND/OR C/lY AND STATE ESsipl, CITY OF LAKE ELS/NORE SHEET i LAWS AND HAVE BEEN FOUND ACCEPTABLE M.Cq '�t ENGINFERS �Z ie80 COMPlON AVENUE,ESUITEE 00-CORONA,CA.92881ET370 9s-73a-2130 TRACT MAP NO. 28214-9 B c Tsoae m PRECISE GRADING PLAN OF } 6-5-23 `� z SCALE BENCH MARK.• MODEL HOME COMPLEX SHEETS EMON HABIB, R.C.E. No. 83156 L47E THOMAS M. CASELDINE DATE A'q CIVIL �P C-95-33 LP054G70Aj L07512, 9 & 15 F/LE No. C17Y ENGINEER P.E. No. 79048 OF F�` LTEYAAON.• 1-156.45 MSL C17Y OF LAKE ELSINORE DATE• 1011012022 SEE SHEET NO. 1 FOR DE SC. DETAIL SHEET 23-188 � 41C 2:1 2 14.5 TG MAX .off° 1\. 4819 1% 1% 4¢.89 __�_ ■ -- ---- IHP V 1FS I' 15.0 I. `1 NTUR _--_ FS .l0 15.0 ---1% ".--y.. 82.46' .1% HP 147, \1 15.4 - - I INV • t \1 15.4 FS 15.3 15'3 I� 5.21 % 14.71F FS 14.97 .FS FS `2 J \ \ o Z I FS 14.74 FS FS 3.51NV l C 18, FS 14.71 a - - - ATIO PER-- CONCRETE PER\ \ ! 14.87 FS NDSCAPE LANDSCAPE 15.2 L, FS PLANS HP it `. -- / 15.0 158 1' III, ^ � V ��� - • 2,/. 14. 1 PLAN CIA-R 14.65 \\ ` ` 31 a I FS TEMP.ADA IS iHP/; \ 0 3 0li ACCESSIBLE NIj� PAD=1415.5 11 Ql 12 ' RESTROOM PER / 13❑ 1 FF=1416.17 12 MODEL HOME GF=1415.50 LANDSCAPE PLANS I 15.7 15.7 I� o! 2 PLAN C3 10 1 FS FS 6' n 6' PAD=1415.00 �^ �I I 2 14.9 TO TURF AC 13.51NVON O 146TGI BLOCK WALL I� 24' 1 14 0 IN 2 PER TRACT 28214-9 O WALL&FENCE PLAN BLOCK WALL li 16.17 PER TRACT 28214-9 I 15.2 \ • ppp22� ����\� �� FF WALL&FENCE PLAN HP iHP of Ems 1 1F44..78 14.73 8 /1 Q \\ 16.09 FS 11 13 I; Z 12 1 o v FS 9 4� \ �STEP - -- - F'- v \ 8gl `\\\\ 14 III a^ 11 J `\ 2 15.014.63 14.05 / \ '\ 15.50 3.31NV I N FS FS FS 12' rn 17' l \ 2214.4 G MODEL HOMESIONAGE of ---_ -_ 15.44 I 14.45 14.19 V DESIGN NOTES. ` 213.81fyV \\ PER LANDSCAPE PLANS N1 FS 15s --Q - FS FS 14.03FS \ \ - p1tl t 5.0% 14.45 _ • ALL&Xff WAUS WN12 ffWING,ANO TUBULAR STEEL NEW FENCING; \ ` \\ 1 15.38 FS 15.34 GB 15.34 I v LLI FS 14.17 2 12.6 INV/ 7PfR HE r�rW LAKE ELSINORENCE PAW SiSlIT O M AN0 APPRDIfO BY \ 1 \� 3-4"STEPS 15. 15.34 FS-GB I a I ' �GB� FS "`((( � \ 14 Ia° • ALL LANO04PEAV HARDSCAPE,MtiYUOIAV COhMV P471ff W45S \ \ 14.38 1m O1, I IVRF,QUWZ MWrAW fiWAY,LPL:,PER 2PAe4TE kVA9 LANDSG4PE \ \ FS I 1 -L--_ 1 I in+ vil / PLAN SUBM/PIED TO ANO APPROY£D BY INE C17Y Q'LAKE ZZMVRE. i6' o_ 14.0 1 ---1T.95 N 13 -r-i$.98 RW _- • -45 7EMPORARY TRAP fFNC/NG f2R SEPA?AIF MODEL LWOSC4PE FYAN - . - SL/BLNTIEO TO ANO APPROIED BY 7HE 07Y 6F LAKE ZZAVRE. 1 �--- - F L='S3.05' FS __ I I �S_ 13F8 1 I � • ALL a9NEWArAPPAWCAU, CURBS,GUT2R AND SIREL7 DES/0N PER SEPARATE STREET ELSIAVR/MZIENT PLAA'SU84//IIEO IU AND APPROlEO BY \ . IN LAKE S/NORE C/IY OF E. 1 - l 13.51 TC 13.43 TC S / • ALL ROUGH GRAO/NG ANO PAO ELEYA7016 PER SEPARATE ROUGH 0401A5' \ 13.99 IN S 3 13.05 INV SIDEWALK 12.98 INV / POW SUSWU TO AND APPR06F0 BY 711E CITY OF LW LZS/NORE c6 ' _ S 12.78 T N \ a + 12.28 INV CONSTRUCTION NOTES L.30"° 3 \ 13 Q /N9TALL AW47E 4'SCHEDULE 40 P.Y.0 PIPE®0.5X MIN SLOPE 6W AS \ - -- - _ xu WALL AND FENCE /NFORMA/TON - INSTALL A9S 6-RaAW OMIF/50 DV 6.99ZF D MW OF A9W"IM. M INSTALL 84S/N MPIH Aaus7MENls As REouiREO O MSTALL PRNA7E J'SCHEDULE 40 P.Y.0 HIE 7NRO av CURB PER O mz aY COLOR DESCR/P7701V PER APPROVED PLAN.• N 15.30 - L/LAH C/RCL E SHEET J(SLOPE VARIES FROM/MFRT AT TC TO CURB 0 IX M/N.) o O CONS7R//CT J-AC 01ER 95X G}7MPAC7ED S014 OR AS A-mat D BY SLNLS Eb2 SZFf 6'HT. 7HEME TR 28214-9 WALL & FS 10' 0 10' 20' WALL FENCE PLAN 6 INSTALL J'A'11'CMAET TRASH PAD SCALE 1=10' o OB INSTALL CONCRE7F I{I/EEL STOP PER Lk7AK aY SHEET J _. 5'HT. /N7ER/OR WNYL IR 28214-9 WALL & SEE SHEET 6 SEE SHEET 5 FENCE FENCE PLAN O /A5'TALL AN SNNIAV AND STRIPING'PER LfTA2 all.SHEET 3 NOTE.. � 6'HT. SLUMPS70NE TR 28214-9 WALL & o A5TEL 4-IYHIIFSTIIIFE ------ BLOCK WALL WITH FENCE PLAN REFER TO APPROVED ROUGH GRADING PLANS DELTA 1 FOR a INSTALL X DETECTABLE WARNINO DEVICE(7RUNCATEO DOMES)PER S41VD R7N/SH TRACT 28214-9. REFER TO APPROVED STREET IMPROVEMENT �� OETA/L ON SHEET 3 PLANS FOR TRACT 28214-9. REFER TO APPROVED SEWER AND N I2 6= CMU TR 2 WALL & WATER PLAN FOR TRACT 28214-9. III 0-CURB PER DETAIL aV SHEET J ❑ PLASTER FENCE FENCE PLAN REFER TO APPROl7E0 STORM DRAIN PLANS FOR TRACT 28214-9.w �s WACL a°EN/NG AT SlYACE PER M7A/L aY SHEET J. 0 VARYING HEIGHT ROUGH GRADING PLAN NOTES' i l4 /NS'TALL STEPS,SEE PL44(NEW FOR HEIGHT AND NI/MBLR STEPS' 1. WALLS AND FENCES SFL4LL BE CON57RUC7E9 PER RETAIN/NC WALL W O. 784-8 75 INSTALL 11MO IOUM PAfA7X S/CN PLR DETAIL aY SHEET J SEPAR47E PLANS AND PERMIT. i 7s CONSIRL/CT RES/OEN7LAL ORN£WAY PER C/lY LAKE ELS/NORf STANaWD 117 2 THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE o WORA(IN STRUCT CLOSE /ERSC 06/21/2023 MB DRAINAGE, LANDS�NG, ETC. THE U7TL/7TE3, URES , ENG-2023-00230 J MAR LNG. DATE REVISIONS APPR. DA Tf THESE PLANS fmPE BEEN REVIEWED FOR COMPLLQNCE WITH THE PREPARED BY.• SEAL n ¢ APPROPRIATE COND1110NS OF DEVELOPMENT AND/OR C/7Y AND STATE ESsiO4, CITY OF LAKE ELS/NORE SHEET i LAWS AND HAVE BEEN FOUND ACCEPTABLE �o M"cq g ENGINFERS 18W COMPTON nv CIVIL ENGINEERS oo-cowao�NA,R.92881-07o-951-7 -2- TRACT MAP NO. 28214-9 CJ } n Cd(�, c 79048 m`Fn PRECISE GR4O/NG PLAN OF 6-29-2023 uA�mag (�.+^2/ 6-5-23 * * SCALE, BENCH MARK, MODEL HOME COMPLEX SHEETS mr pw� P 1-10' C-95-33 LO7S 1 7-8 10-11 & 16-17 F/LE No. 17Y ER.C.E. No. 83>56 DATE PHE M o M 90C48ELDINE DA� q�OFCWIFO�� LTEYAAON.• 1356.45 MSL PARKING ON LO75 2, 9 & 15 C17Y ENGINEER SEE SHEET NO. 1 FOR DESC. GRADING PLAN C/IY OF LAKE ELS/NORE L7ATE.' 10/10/2022 23-7 89 SEE SHEET 4 L/LAy 1-30-1 14 12.88 TC 3 N�+ TRAP - 12.42IN FENCING \ I � I 2.07 TO 3 I 11.61 IN L-35.45' I 12.93 12.70 \ _ I SIDEWALK HWJ _ -�51OS' \ I CONCRETE 17.74 T I SIDEWALK PER r\ 3 - I LANDSCAPE PLANS ��I 11.281N 14 14 13.20 I� 13.20 IF I L\ I 1 FS 14.70 FS g ) I 14.70 FS 14.80 3-6"STEPS 15.08 14.97 3-I6_STEPS _ _ FS FS I 14.6 TG 2 \ n I 11.58 IF I 14.88 14.86 12.21N FS FS FS \ �, �� n6 1.0% - - - -- 1 I 11.46 on �� N� o I 20 I QJ� \ FS 15.16 14.98 o�} 15.61 FS 5� FS 14.6 TG FS ' I d° `v 5Y 11.40 2 I _ N 6"STEP 14.8 FS 12.1NV __ __ HP I' 13 1 000 15.10 15.10 15.77 BLOCK WALL J _ FS FS FF PER TRACT8214-9 I I 9°0/DECOMPOSED � \� 10.89 TO e I' CONCRETE WALL 8 FENCE PLAN e5' GRANITE PER N 10 43 IN 3 11 I! I \� SIDEWALKA� l`ANDSCAPE PLANS _LANDSCAP;PLANS 14.8 :I BLOCK WALL I; I \ 11.74 H / jH.P; I PER TRACT 28214-9 10' FS -----����� ` , WALLBFENCE PLAN ,14 FS - I^ 13.07 FS,II I f 4-4"STEPS FS 22 ^I RW / 2 +I.- 6 =° 13.1p Ofi FS / QomIr7 13.1 TG 2 14 Fy� / 6�2 I 2 14.6 TG I I 11.6 INV 15.4 12.81NV }I 13.3FS 5 FS } II 6"STEP 6 PLAN F3A-R 15.2 ��IF / 11 PAD=1415.10 I� V ---- \ I I 14.8 'I FF=1415.77 (� I:^ 4' 13.50 V) IT I GF=1415.10 1HBF I FS I� 2 73' HP I BLOCK WALL PER III m I'm TRACT WALL FF I &FENCE PLANS 14.17 PLANS I: 2 W�VVI o 4.9 (� N 1,FS HP �I NI 13 m I 13.3 dP,I BLOCK WALL . HP 15.0 I 'I PER TRACT 28214-9 ----__ ■11� ESIGN NOTES. C/� TC FS I ' I WALL&FENCE PLANS D I. 11 q 2 321NV 2 144 I� 13.1 TG 2 I: • ALL&Xff WALLS 14N12 FENCING,AND 111hUMR STEEL NEW FENCING; 11.8 INV 6 I PER SLPAVY PERMIT AND PLAN,/PAU AND FENCE PLAN S11AME0 TO 01 14. 2 4.2 TG I 1 AND AFPROYED SY THE CBY OF WE ELSAAWf TURF PER 3. 1NV ell 7 PLAA7 213.1 Ta 11NV � I LANDSCAPEI :� 5p l FAD=1413 C I • ALL L4NOSG9PEAND f64RDSC4PE,/htiCUah'G'CONCRETE PABOS,CRASS, PLANS 1414,77 TURF,OMe FOUNTAWS,ROCAS ETC.,PLR SEPARATE kVM UINOSOVE &W SUBM/7TE0 TO AND APPMPM BY 7//E C/7Y MAKE ELSINORE. x GF_1413.50 1110- N�Q I 13.8 • 7EMP"Y TRAP FENCING PER SLPARA7E MODEL LWDSLAPE PLAN I FS n SY/BM/770 M AND APPROP0 BY THE MY OF LWE QS/N0,4E. I 13.8 0> m ALL o",IAPPRINCHES CRRSS 067TERAND S7RLt7MYG 9F WALL AND FENCE /NFORMA/TON 14.8 � � F Nlg li HP 13.1 i ` CONCRE PATIO- °_ 11.5 1NV SfPAR4TE STREET/MfRONMEM PLAN SY/B,1//T271 lU AND APPROIED BY FS _ _ _ _ _ _ _ w______- FS .ell P LA DSCAPE� � .. HP i% 13� AC I INE CBY OFlAKE ELS/h'ORE. COLOR DESCR/P710N PER APPROVED PLAN I - _ o z • ALL ROUGH GRADING AND PAD ETfYA7XXAVVS PER.ffPARAIE RDUGF/GR4G' _ _ 6'HT. THEME TR 28214-9 WALL & Nip orz I __Nj 13.a �J PLAN SUBMIMP 70 AND APPROI£D BY ME CBY 0'LAKE RS/NORE WALL FENCE PLAN - N FS a 3.4 TO Tc4 E - 5 6 HT. INTER/OR ✓/NYL TR 28214-9 WALL &• �� I� __ FS \___ 2 13.2 TG -'- FENCE FENCE PLAN � - 2% 1% 11.71NV BLOCK WALL S%IH --LANDSCAPE--,,PER o 12.6 TG WOOD FIBAR _______ TR 28214-9 WALL c@' \ CONCRETE PE� JI 'I 212.1 INV 12.7 FENCE PLAN PER LANDSCAPE CONSTRUCT/ON NOTES S HP PLANS SAND F/N/SH I -� � TURF PER o 15. �, LANDSCAPE 10' O 70' 20' Q INSTALL PRNATE 4'SCHEDULE 40 PYO PIPE 0 OM MIN SLOPE LW AS SHOWN LAY a4 6'-6"HT. CMU 7R 2B214-9 WALL & FS 5.4 PLANS 13.4 5 a PILASTER FENCE PLAN FS [� /hSTAU NOS 6'RO//NO GR17f/50 aY 6'SPEE-D LWS/N ORAPPROYFD EDGu[. - - TO SCALE 1=10' /016M BASIN MP711 AQ/USIMEMS AS RE(X//RED ✓ARY/NG HEIGHT ROUGH GRADING PLAN - O INSTALL PWAIE J-S011WLE 40 P.Y.0 PIPE 711ROXII CURB PLR DETAIL OY RETAINING WALL W.O. 784-8 I NOTE. SHEET J(SLOPE YAR/ES f&V/MERT AT 70 70 CURB 0 1X MN). 2:1 13.4 a MAX 7C.. REFER TO APPROVED ROUGH GRADING PLANS DELTA 1 FOR a t�s CONSIII/KT 6'AM-x 11'DEEP FYAYGHX/ND LYINCRE/E MOIILURB fER lANOSCAPE fLiNS TRACT 28214-9. REFER TO APPROVED STREET IMPROVEMENT Qs INSTALL J'X 11'LONCRETE RAW PW PLANS FOR 77dACT 28214-9. REFER TO APPROVED SEWER AND N WATER PLAN FOR TRACT 28214-9. O9 A57ALL A04 S6MIV AND S7R/P/NG PER DETAIL OV SNEET J REFER TO APPROPED STORM DRAIN PLANS FOR TRACT 28214-9. w -` C, J3 WACC(BEN/hC AT SMILE f'ER 27M(kY SHEET J. - __ NOTES.• i !! INSTALL STEPS SEE PLAN NEW FOR AfW AND NUART L-SMIS 42P6, - 1. WALLS AND FENCES SHALL BE CON57RUC7E9 PER SEPARATE PLANS AND PERMIT. Js COh WEXT RES/DENTLIL ORAEWAY PER CBY OF LAKE LTSIhW STAND44D 117 2 THE CONTRAC70R SHALL BE RESPONSIBLE TO COORD/N07E WORK IN ERSC 06/21/2023 MB ORANAGE,CLOSE LANOSNG,/ETC./7H THE U77L/77ES STRUCTURES, ENG-2023-00230 J MAR LNG. DATE RfWSIONS APPR. DATE THESE PLANS HAPEE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY.• SEAL n $ APPROPRIATE COND/LIONS OF DEVELOPMENT AND/OR C/7Y AND STALE ESs/04, CITY OF LAKE ELS/NORE SHEET i LAWS AND HAVE BEEN FOUND ACCEPTABLECIV�o M_cq g ENGINFERS 8 COMPTON n NU`E,SUITE oo-OURRONA,a.92881-07o-951-7 -21W TRACT MAP NO. 28214-9 8 } n � c 79�e m`Fn PRECISE GRADING PLAN OF 6-29-2023 g��1ag 6-5-23 * * scALe BENCH MARK., MODEL HOME COMPLEX SHEETS mr crop P 1-10' C-95-33 LON 1 7-Q 10-11 & 16-17 F/LE No. EMON H4B/B, R.C.E. No. 83>56 D47F PHE M o M 90C48ELDINE �� q�0FCW1F0�� ELEVA770N.• IJ56.45 MSL PARK/1K ON LON 2, 9 & 15 C/IY ENGINFER SEE SHEET NO. 1 FOR DI S•C. GRADING PLAN C/IY OF LAKE ELS/NORE DATE.• 10/10/2022 23-7 90 L/BAH CIRCLE -_ sh'EE7 4 12 EET ---- 1.30% m ---- E r SH - - CONSTRUCT/ON NOTES St _ FD INSTALL PROWL-4'SCHEDULE 40 P-Y-C PM®0,54-A6N SZOPE a4& _ O IDEWALK w 3 _W1011 aV RAN - +_ 14.80 TO 1 a.50 TC O 7 O MSTALL NOS 6"ROUND LWAIE/50 aV 6-SPEE-D BASIN OR APPROVED EOC& -s- `� 314.34INV 14.00IN 3 - 110SALL BASINOEPINAlA/U57A1EMS&REOU/RED _- r 11 16.3a TO 3 IDEWALK O INSTALL P WIE 3'SC//EDI/LE 40 P,Y,C P/PE 7f/R0I/GH am PER mw aV w 3 15.88IN 1 O W7 AO -A 0;0F 995 CIED SOIL, L APPROVED BY.SMLS ENGINEER O 3 17.54 TO 15.14 14.28 17.081NV FS I FS 14.0113.9 / FS FS 13.86 13,38 TO 3 19.36 TO / - 1 --1 -- FS FS90 12.92 IN Os 601571NK'T 6"l{a x 12'DEEP F/AYGROUND CONCRETE MOWCURB PER LAa0SC4PE PUNS 18.90 IN 3 - L-39.76' _ ---_--- _ / ALL 11 PAO 1 _- Os NST 3X 'CONGRE%f IIZA.57/ TRAP ti 21.54' ------- AWTI CONCRETE AWEEL STOP PER MR&aV SHEET 9 A5•TALL ALA SK,WAV AND STRIPING PER M7A&aV MEET 9 FENCING 16, / 22 ao 17FSS - _ Y/ 14 16.00 $?a I 16.67 Z9 a, Fs pp - wy\ Jo A15•TALL 4'lNl/IE STRIPE / 18.82 - - 1 I / 17 45 16.99 FS m I FS �cf ro} INSTALL X DETECTABLE WARNING Of WE(TRZ4NCATED�MES)PER I 0 DETAIL ON SHEET 9 IDEWALK - 18.87 / FS FS I I ro 1 \\ J7 F } _ I �T ' - JZ At5'TALL 0•CURB PER MTA/L aV SHEET,7 r 4.8%/ \6 LL i _ �'I } 12 12 1 - J3 WALL a-YW4V A7 SHALE PER DETAIL aV SHEET J ------ - D HOME i 7 of e / g m ' 1 F '�I 15.67 15.55 1 Q 7EPSS.SEE PG4N NEW f7A4 NEWT AND NL/MBER STEPS\ 17.09 0 �B= 15.15 'a Jf AISTALL S SIGNAG�3ER __ �"' mil FS I 16. FS FS 15.38 FS 1 IS A6TALL UN9URL�/W PARAW-%W PLFOETNL aV SHEET 3, -[AND 17.79 Si 1 ' FS 15.2�' x I 17.0 TG 14 3o41TT� -IL � 2 a-L 15.65 FS 16 Ca157R/A;7 RES/OEh7l4L ORNtWAY PER LYIY�/AKE ELS/MORE STA4p4R0 117 / 19.1 m 16.2IN L4�ST al _ - i II , FS 11 1 O -NV `� 13 1 I: _ °Q 1 ' \ ai y 1'a �� 17.1 � I 15.77 FS coS� 15.08� / 1 / 20.48 / 20.19 20.19 C a HP FS 15.24 1 FS / I I 17.30 2 1.6 TG II°J 9 Q, V MODEL HOME- / FS FS 14.6 INV 1 ae + _ I BLOCK WALL PEfl 7.97 FS I. 15.34 15.29 1 / SIGNAGE PER 1q TRACT 28214-9 WALL FF I FS FS FS 1.0% _ /LANDSCAPE PLANS, 2'�% 2p 26-+ 2pyq- 1 �I &FENCE PLAN t I °'°•° WALL AND FENCE /NFORMA/TON 20.0 TG 2 ,,�oee�1T FS FS , :I 16. TG 13 I. I 11 _ I 19.2 IN 20.91 FS 19.73 FS I 16.3 INV 2 17.1 It 15.87ov 15.82 11 15.16 111 FS 4'STEP _I 14 21 30 2.3"STEPS � HP 1j FS FS 9 15.39 1 201 _r-I ~ FS BLOCK WALL PER I+ FS Yi 14.8 TG HP o c a TRACT 28214-9 WALL - 1 n 22' �- 1 2 COLOR DESCRIPTION PER APPROVED PLAN.,■I BLOCK WALL 2^ FUTURE BLOCK WALL ro 10 PLAN L1C &FENCE PLAN 1 it 14.0 IN PER TRACT 28214- PER TRACT 28214- 1 + 8 , _ _ 6'HT- THEME TT 28214-9 WALL & 13 WALL&FENCE PLAN �\20.97 WALL&FENCE PLAN m PAD=1417.30 6 i^ I t WALL FENCE PLAN !I FF 4' FF=1417.97 2 16.9 TG lII I ADA �� GF=1417.30 14.8INV BLOCK{NALLPER _._ 6'HT- INTERIOR VINYL TT7 28214-9 WALL & a4l ESTROO TRACT 282i14-9 WALL FENCE 20.30 H,1 FS6 1�, N ! &rNCE PLAN FENCE PCAN 11 13 o ------ 6'HT, SLUMPSTONE TR 28214-9 WALL & 1 5' 1` 2 BLOCK WALL WITH FENCE PLAN + S41VD FINISH 0.1 1 7.1 11 1 19-9 NV 2 HP 1 1 Q q l ❑ 6-6"HT- CMU TR 28214-9 WALL & TEMPORARY VINYL FENCE 6 34 1 174 1 } 24' 18, I P/CASTER FENCE PLAN 6 7. PER LANDSCAPE PLAN 6 1 \ FS4 FS 16.7 TG 2 16.8 AC 11. 1 9 PLAN C2-R A° - RETAINING"GHEIGHT ROUGH-D.RADI BPLAN 2 1 .9TG 15'2 IN HP J ---- -- _- PAD=1415.90 1 17.5INV -- -- - i 1 HARDSCAPE PER ih 1%2 16.6 TG 11 PLAN L3B i1�, 17.2 LANDSCAPE FS2 15.0INV �, 12 1 PAD=1420.30 1 z FS pLgll 17.3 01 _ �' DESIGN NOTES.• 1 v FS dF r 1^ �l FF=1420.97 I I°°� 7 : GF=1420.30 I 2 �' _ } I / ALL BLLKA'WALL. NN/2 ffWIAV,AND TUBULAR STEEL AEW TTACX PER 0.1 0.6 o r--, 20.1 - rl'i x \� I I o V • SEPARATE WALL AND FENCE PUN SlIM67 ED TO AND APPAMM BY THE CDY oIz 1 AC F°y to - \ 10 & VVV 6F LAKE SS/NORE. �P S '6 L__� HP I N + L.ARDSCAPEPER 12 1+ l LANDSCAPE 4 , 1 19 7 TG I� t,r PLANS ACL LANDSCAPE AND lAROSG4PE,/ACYUD/NG'CONCRL7F PAROS CRASS TURF, < APE 2 17.7INV o 1I 6R4;fZ FOUNTAINS ROCKS LTC;PH ZPARATEMODEL LANOSC.4-f RAN v. DIiCAPE 1 J 1 / 2% 17 .; 17.a SUBANIIED IO AND APPROI2D BY THE CRl'OF UKE ELS/NORE. 9,6 1 } FS4 /NI HPTC2 /// �� FS TURFPER FS �� AND APPPOIEDKIHE CRY Of LWE ELS/hORELANOSCAPE PLLV SUBA///IED �\ + LANDSCAPE PLANS 17.5 / 20.o TG 2 1 FS ALL a%MrAPPRa4LV/ES,CURBS GUTTER AND STREET DESIGN PER 20. 18.0 INV 16. .11 , CITY OF S7AnT/ "Off PLAN SL/BM/7TT TO AND APPR01'ED BY THE I i.. _ } T LZ&Klff 17.5 o �� HP 1 16.27 FS 1 J FS _ ALL RObW MOM AND PAO R&47DU PER SfPAV7E RO/fGH OR10/NO TC2 WOOD FIBAR ' } % FS 1.0%16.33 16.14 PLAN S//B47MfV 70 AND APPROVD BY THE LYIY OF LAKE ELS/NORE 1% PER LANDSCAPE ` ' `t -i FS 1",,,__-y 2 19.6 TG PLANS Fs09 18.2 INV ., } 1I 12 1% r, 0 16.1 y\ TU RFPER DO n --, HP ``-^/, PLANS DO 17.7 17.7 20.2 ae1 DECOMPOSED [ _ TO GRANITE PER 1°•'_ t4" ,''LANDSCAPE PLANS , 10 0 /0 20 i o 17.8 SCALE 7"=70' tY 17.6 FS ` ,,�N" cJi 1% �..�.. NO ,�;.•; ;: `- 2:1 REFER TO APPROVED ROUGH GRADING PLANS DELTA 1 FOR a MA M1 TRACT 28214-9. REFER TO APPROVED STREET IMPROVEMENT AX PLANS FOR TRACT 28214-9. REFER TO APPROVED SEWER AND N WATER PLAN FOR TRACT 28214-9. 2:1 REFER TO APPROVED STORM DRAIN PLANS FOR TRACT 28214-9.w MAX 5.2' o 6b� NO= TES- i 15.64' 50.23' f�{- 1. WALLS AND FENCES ShALL BE CON57RUCIED PER �0ry• SEPARATE PLANS AND PERMIT. 2 THE CONTRAC70R SHALL BE RESPONSIBLE TO COORD/NA7E ERSC 06/21/2023 MB ORANAGE,CLANOSNG,LOSE /ETC./�THE U77L/77ES, S7RUC7URES, o ENG-2023-00230 J MAR ENG. DATE REVISIONS APPR- DATE THESE PLANS/LAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY-• SEAL n LAK APPROPRIATE COND177ONS OF DEVELOPMENT AND/OR C/7Y AND STA7E �oFESsig1, CITY OF E ELS/MORE SHEET6 i LAWS AND HAVE BEEN FOUND ACCEPTABLE �o M"cq g ENGINFERS 5�72 ieao coraaTory CIV-NU�c ESUIM o0-cowaorvNA, 9EIS 2881-Oio-951-7 -21W TRACT MAP NO. 28214-9 8 } n nu6 � c 79048 m`F� PRECISE GRADING PLAN OF 6-29-2023 j/ 6-5-23 `aH z Ste- BENCH MARK, MODEL HOME COMPLEX SHEETS nP sr CIVN r C-95-33 L075 1 7-B 10-11 & 16-17 FILE No. EMON H4B/B, R.C.E. No. 83>56 Q47E PHE M o M 90C48ELDINE D4� q�OFCWIF�� ELEVATION• 1356.45 MSL PARKING 071j LOTS 2, 9 & 15 C17Y ENGINEER SEE SHEET NO. 1 FOR DESC- GRADING PLAN 23-191 C/IY OF LAKE ELS/NORE L7ATE.' 10/10/2022 ALBERH/LL RANCH ROAD ■ L=71.09' ■ II 22 2 TG dF LL ■ 21 41N 2 0_2 22.4 -,1 MAX \ 2.1 1% N�' H-y 14s 2.3 TG 2 �.. C o" - 2121N- 2 Ya'OT 1% 23.4 1/ 18.1 IN FS 23.3 _ TEMP.ADA SSIBLE I.. FS HE __- �� I DECOMPOSED •.G I _ RESTROOM P L / I 2 19.1 TG -�, . HOA�E��11 CAPE PLANS j GRANITE PER li } 19,g 17.91NV ''I TURFPER -- / _ \ FS 19.4 '� 1 2FS I / / 1 // ND3CAPE PLANS LANDSCAPE TURF PER I} �' �ARD3CAPE PER PLANS 1 S FS I RAISED PATIO / i' LANDSCAPE PLANS I!o °j PLANS ? ,. `S 20.4 FS _ o LANDSCAPE 6"STEPS WITH STEPS PER PAD 24.5 }L o • LANDSCAPE PLANS , \ LARDSCAPE PER LANDSCAPE 24.94 24.71 23.6 PLANS 23.5 o Z Ii 1 o Z 20.6 FS i FS 24.84� FS FS FS / I 1 6"STEPS 19.6 / 12 FS , 32 /ii 23.6 --- 20 9 y❑� FS II I Ng ��g �I FS INV. I 1' ED II 7.7 TIN I FS A.OlJ625.18 V , 15 -PLAN C2-R 111 / 22.9 TG9. --INV 1' / cv PAD-1425.30 1 oelZ 21.91NV 2 !,{:, 195 TG 17.9 INV 25.0 \ 3.2 •� �g19. HPA , HP 23.7 16 I� AC N 19.9 HP 20.4 0 17 PLAN�I Al I HP9 �8 FS s I� FS 8 I / PLAN Rya R3B 27' 1 23 2 PAD=1420.10 1 1a 10 PAD=1423.40 I; HP 7' FF=1420.77 FF=1424.07 I 9 + GF=1423.40 I' I GF=1420.10 / II / 12 I II,� 3 ire y\ - 22.9 TG II' 19.6 TG 2 21.9 INV 2 I: 18.61N I. o I 12 I 6 2 19.6 TG I� / 8 3' �}I I I 17.5INV \ � I 2A W� \ a 2 22.9 TG I: 1, I I I � I 0.71NV 12 li ly, �jl , 24.12 1 I I t \ ' 1 N 24.17 FS FS •a 1 23.2 dP I; 11 I I O ADA PATH -- HE 24.07 li 19.9 20.77\ ,a' OF TRAVEL :o g\ FF 1 I HP FIF - O • o ` 24.04 BLOCK WALL PER 3 t 1 \ FS 13 :I TRACT 28214-9 WA LLL -;�_-N- t I} 13, I BLOCK WALL TRACT 8214 9EWALLL ^F ii &FENCE PLAN o H I N I1 4 9 q.09 • 2 2H I I &FENCE PLAN N - FS • 'o �? II 23.0 TG �_ _ II 19.9 I: 24.27 $ \ NN 11 21.3IN 2 _jr 23.80 FS BLOCK WALL PER �� amm fill HP �\ •_ `�= TRACT 28214-9 WA I •-11 14 20.58 FS BLOCK WALL PER ■ . FS ,Y] ,o "1. N .I 14 " _ 4"STEP 19 V Jl 23.40 - &FENCE PLAN I I 20.1 4"STEP TRACT 28214-9 WALLL I' 13 FS I 2, a° •-I! � FS &FENCE PLAN 12 24.13 I 2. S o �1 -- 011 I O I V 24.42 / FS � 23.36 � II e $ FS 24 2413 1 e. aN t F 3.30 ER LANDSCAPE PLANS I+ - 19.84 al MODEL HOME SIGNAGE / /! -I FS -- o FS MODEL HOME SIGNAGE 2 1 FS N PER LANDSCAPE PLANS 23.92 e\° 23 0 TG 19 _ 2 19.7 TG I� 123.14 � 20.41NV 1841NV �---_ T 17.21NV I (^ 24.1 TG 2 24.29 \\ 15 r,6 t I -___________---88- FS 23.31N .\ _ I 19. 1 11 -IV---'- I V 1- ' N N I FS 19.79 FS / FS $ a IV L--_ _ 14 _23.20 F ------ 1 0 3 4 STEP / 7 FS 3-q^STEPS- -MI_______r 20�1 j oil N I 14 _-____--_--- / 1 23.51 -I- __ _ ___ -� 18.80 � / p2 -_-- 70.40 m FS J �- IN- a L_ _�___________ udei FS `„n_._--- \ 1 - _ _-- t 17.1 F3 5 22.40 I RW - -"-s8- -_-_ _ �_ --- INV FS 22.08 I T - IFS -- FS 65 3 2.72 INV SIDEWALK FS .I �23� -- - - �z \ 18.36 2.55 TC w 3 20.67 TC FS / 3 20.211NV TRAP / 23.091N FENCING + o io SIDEWALK 3 17.45 TC � _ 10 1d II 16.99 INV I� CONSTRUCTION NOTES 5.23% (D /NSX1)W,47E 4'SCNEOULE 40 PVC RIF®0.5,8 MIN SLOPE LN AS --- --�'� SHOWN ON PLAN. -�F a O INSTALL NOS 6'RWNO 6MY150 X 6"SPEE 0 BASIN LW A-PROPM EOU4L. INSTALL BASIN aTB/AW467MWN AS REaN O O aV L/40/NSTAU PRNME J'SCHED//LE P.V.0 PIPE 7HROUGI/CURB PER a'7AK LAH Cll - - 15.30 N SHEZ7 J(SLOPE VARIES FROI1/MERT AT 1-0 TO CURB®/Z M/N).. WALL AND FENCE /NFORMA/TON DES/GN NOTES: �L E SEE _ Fs N \ O GYA 5MCT J-AC Off95X CL8IPACIM SOIL,a?AS 111011 BY SMS LNC/NEER �HEEr 6 70' O 70' 20' Os INSTALL xrw CONCRt7E mw PAO COLOR DESCRIPTION PER APPROVED PLAN• a ALL BLOCK WALLS NN11 fE�/NG,ANO TUBULAR STEEL NEW FENC/�; O /b5'TAL CONCRETE WNEEZ STOP PER M7A/L aV SHEET J PER SEPM E WALL W FENCE PLAN S00149 EO M AMP APPAM O BY SCALE >"=f0' 6'HT. THEME TR 28214-9 WALL & THE C/IY a,LAKE ELS/NORE 0 INSTAU A&S7GN/NG AND SARNO PER M7A2 01 SHEET J - - WALL FENCE PLAN �o /NSTA1 4'l311HE577NPE 6'HT. INTER/OR 17/NYL TR 28214-9 WALL & ALL L4NOSG4PEA49f64RDSC4PE,/NCLUaNGCON)ffTEPAIXJS GRASS NO INSTALL J'DETECTABLE WARN/NG DENCE(TRUNG97ED DOMES)PER -'- FENCE TURF C>RAPtL'FOUNT'UNS'ROCFS ETC'PER'SEP'fR47FMODEC LANDSCAPE a » FENCE PLAN PUN SUBMDIEO TO ANO APP/7 e BY THE C/IY LF LAKE ELSTNORE. REFER 8 14-9.APPROVED ROUGH GRADING PLANS DELTA 1 FOR 0 DETAIL ON SHEt7 3 TRACT 28214-9. REFER TO APPROVED STREET IMPROVEMENT z INSTALL 0'CURB PER DETAK LkY SHEET J s'HT SLUMPSTONE TR 28214-9 WALL & WATER PLAN FOR TRACT 28214-9. M PLANS FOR TRACT 28214-9. REFER TO APPROVED SEWER AND N ------- BLOCK WALL W/Ih' 7EMPOR4RY IR9P FENCING PER SEPARATE MODEC LANDSCAPE PLAN 13 WAU OPEN/A�'AT SWACE PER DETAIL ON SHEET 3. S4N0 RIVISH FENCE PLAN SUBt6T7ZV TO ANO A�!£D BY INE CBY a'LAKE RS/AORE. REFER TO APPROVED STORM DRAIN PLANS FOR TRACT 28214-9. w 0 4 INSTALL STEPS SEE PUN NEW/Tav HEIGHT AW M/MBER L'SMPs NOTES s'-s"Hr. CMu 77T 28214-9 WALL & N1�yAY,P�GHEs CU,K 010?hV9 sa�T v PER 15 INSTALL 11N41qhWZZT PARKING SO PER DETAIL ON SHEET J P/CASTER FENCE PLAN SEPARATE STREET/MPROYEMENT PLAN SY/B41RW 70 AV APPROPM BY 1. WALLS AND FENCES SHALL BE CONSTRUCTED PER 15 CONSTRUCT Rl-'49VIX LLRWM)'PER CBY 6F LAKE EZSINORE STMINIFO 117 THE LYTY MAKE ELSIA7 SEPARATE PLANS AND PERMIT. i 0 ✓ARY/NG HEIGHT ROUGH GRAD/NO PLAN 2. THE CONTRAC70R SHALL BE RESPONSIBLE TO COORD/NA7E RETAINING WALL W.O. 784-8 WORK/N CLOSE PROXIM17Y WITH THE UTTL/77ES, S7RUC7URES, • ACC ROUGH GRADING ANO PAD EZEYA7kkVS PER.SEPAR47E R000H GR40/NC ERSC 06/21/2023 MB ENG-2023-00230 DRAINAGE, LANDSCAPING, ETC. PL4V SUBI1/T/EO TO AND APPROND BY R/E CHY I-LAKE EZS/NORE MAR ENG. DATE 1?fWS/ONS APPR. DATE THESE PLANS/I417E BEEN RE4EWED FOR COMPLIANCE WITH THE PREPARED BY.• SEAL n CITY OF LAKE ELS/NORE SHEET APPROPRIATE COND177ONS OF DEVELOPMENT AND/OR C/IY AND STATE ESsig1, 7 i LAWS AND HAVE BEEN FOUND ACCEPTABLE qo M_cq g ENG/NEERS 5�72 18W COMKOry nv NUE ES-o0-cowaorvrvnERa�9i-3110-9si-7 -2- TRACT MAP NO. 28214-9 8 } n � 9 c 79�e m`Fn PREC/SE GRADING PLAN OF 6-29-2023 /I.nl✓1's 6-5-23 * * SCALE' BENCH MARK.• MODEL HOME COMPLEX SHEETS >''=10' LON 1 7-8. 10-11 cQ 16-17 17Y ER.C.E. No. 83>56 DATE THOMAS M. C48ELDINE L7f1TE sq crow �P C-9156. PARKI;kG ON LON 2, 9 & 15 F/LE No. C17Y ENG/NEER P.E. No. 79048 �OFCWIF� SEE SHEET N0.3I FOR MDESC. GRADING PLAN C/IY OF LAKE ELS/NORE L>f1TE.' 10/10/2022 23-192 I � _o—F—a iq�p CIRCLE 10 00 EROSION CONTROL NOTES CON71HUED. 15. DURING ROUGH GRADING OPER47IONS AND PRIOR TO CONSTRUCT/ON o� OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DR41NAGE CONTROL EROSION CONTROL LEGEND REFS O EROSION CONTR LANS FOR TRACT 28 14-9(APPROVED FOR o (BEST MANAGEMENT PRACTICES, BMPS)SHALL BE PROVIDED TO ROUG GRADING)-LA(S)F EMA/N/NG SITE BMP /NCLUO/NG.• WIND, PREVENT POND/NG WATER AND DAMAGE TO ADJACENT PROPERTIES ti ❑ ❑ ❑ =S/LT FENCE — STRE STABILIZAAON AND PROTECAON BM s. 16. IMPLEMENT FUG/T/VE DUST CONTROL MEASURES DUST BY WATER/NG OR OTHER APPROVED METHODS/N COMPLIANCE WITH SOUTH COAST AIR DUALITY MANAGEMENT DISTRICT(SCAOMO)RULE 403. 17. FOR SLOPES 3.•f (H.•V) OR STEEPER.•SLOPES EQUAL TO OR GREATER EROSION CONTROL CONSTRUCT/ON NOTES- \\ THAN 3 FEET/N VERTTCAL HEIGHT SHALL BE PLANTED WITH DROUGHT - - TOLERANT GRASS OR GROUND COVER AT A MAX/MUM SPACING OF 12 I INSTALL SILT FENCE PER DETAIL HEREON 940 L.F. INCH ON CENTER. SLOPES EXCEEDING 15 FEET/N VER77CAL HEIGHT SHALL BE PLANTED WITH APPROVED SHRUBS NOT 70 EXCEED 10 FEET ON CENTER, OR TREES SPACED NOT 70 EXCEED 20 FEET ON CENTER 40' O 40, 80' 120' OR SHRUBS NOT TO EXCEED 10 FEET, OR A C041181YU477ON OF SHRUBS EROSION CONTROL NOTES: AND 7REES NOT 70 EXCEED 15 FEET/N A00I770N TO THE GRASS OR SCALE/N FEET 10 GA. WIRE 1. /N CASE OF EMERGENCY, CALL ALLEN BARRE7T AT 951-691-5300. T/ES 3 EA. W17H AN IN—GROUND IRRIG477ON SYS7EM EOU/PPED W17H AN 2 X 2••NO. 2 GROUND COVER. SLOPES THATREOU/RE PLAN77NC SHALL BE PROVIDED E. 2. ALL PUBLIC S7LEE75 SHALL BE MAINTAINED FREE OF DUST AND SEDIMENT CAUSED BY GRADING OPERATIONS. 3. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVA/[ABLE AT ALL 77MES NECESSARY AN7ERLALS SHALL BE AVAILABLE ON—S/7E AND STOCKP/LED AT CONVENIENT LOC4770NS TO FACILITATE R4P/D CONS7RU0770N OF EMERGENCY DEVICES WHEN RAIN/S APPROPRI47E BACKFLOW DEVICE PER CALIFORNIA PLUMBING CODE, _ FABRIC CHAPTER 6. 7HE SLOPE PLAN77NG AND IRRIGA77ON SYSTEM SHALL BE N IMMINENT. N iL INSTALLED PR/OR TO PRECIS,'GRADING FINAL /NSPEC770N. 4. EROSION CONTROL DEVICES SHOWN ON THIS PLAN MAY SE REMOVED WHEN APPROVED BY 7HE BUILDING AND SAFETY/PUBL/C WORKS INSPECTOR/F THE GRADING OPER4770N HAS PROGRESSED 70 THE POINT WHERE THEY ARE NO LONGER REOU/RED. O 5. GRADED AREAS ADJACENT TO FILL SLOPES LOC47ED AT THE S17E PER/METER MUST DRAIN AWAY FROM THE TOP OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. Z110IN FAIR/1 6. ALL SILT AND DEBRIS SHALL BE REMOVED FROM ALL DEVICES WITHIN 24 HOURS AFTER EACH RAINSTORM. /S AMOCO IJ80 �� a ANCHOR FAIR/C SILT STOP W 7. A GUARD SHALL BE POSTED ON THE SITE WHENEVER THE DEPTH OF WATER/N ANY DEVICE EXCEEDS 2 FEET. THE DEVICE SHALL BE DRAINED OR PUMPED DRY W/7H/N 24 HOURS AFTER EACH R4/NS70RM. �8. EXCEPT AS OTHERWISE APPROVED BY THE BUILDING AND SAFETY INSPECTOR, ALL REMOVABLE PROTECTIVE OEV/CES SHOWN SHALL BE/N PLACE AT THE END OF EACH WORKING DAY OR WEEKENDS WHEN THE 5-DAY RAIN PROBAB/U pq0 NOTETY FORECAST EXCEEDS i� =III 40% REFER TO APPROVED ROUGH GRADING PLANS DELTA f FOR a 9. ALL LOOSE SOIL AND DEBRIS WHICH MAY CREATE A P07FNTIAL HAZARD TO OFF-SITE PROPER7Y SHALL BE REMOVED FROM THE 5/7F AS DIRECTED BY THE PUBL/C WORKS INSPECTOR. �II� _ �IIIII PLANT FOR Ti9. REFER - APPROVED STREET IMPROVEMENT � I PLANS FOR ILACT 28274-9. REFER TO APPROVED SEWER AND n WATER PLAN FOR 7LACT 28214-9. >O. THE PLACEMENT OF A00/770NAL DEVICES TO REDUCE ERGS/ON DAMAGE W/IH/N THE S/TE SHALL BE AT THE D/SCRE770N OF THE C17Y ENG/NEER. EXIST. OR=1 I �II-11111 REFER TO APPROVED STORM DRAIN PLANS FOR TRACT 28214-9.w 11. DES/LTING BASINS MAY NOT BE REMOVED OR MADE INOPERABLE BETWEEN OCTOBER 1 AND MAY 1 WITHOUT THE APPROVAL OF THE C17Y INSPECTOR. PROPOSED ^ 6'SO. 12. EROSION CONTROL DEVICES SHALL NOT SE MODIFIED WITHOUT THE APPROVAL OF 7HE C17Y ENG/NEER. FRONT VIEW GROUND S/OE V/EW NOTES.' 13. REVISED PLANS SHALL BE SUBMITTED TO THE C17Y FOR APPROVAL. 1. WALLS AND FENCES SHALL BE CONSTRUCTED PER SF PLANS AMD PORMIT 14. THE CONTRACTOR SHALL SUPERVISE EROSION CON7ROL WORK/N ACCORDANCE WITH THE APPROVED PLANS. THE WORK ALSO INCLUDES, BUT/S NOT LIM17FD TO, INSPEC77ON OF EROSION CON7ROL MEASURES BEFORE R4/NSMRM AND 5-DAY PROB48IL17Y SE- 1 S/L T FENCE 2EP7HE CONTRACTOR SHALL BE RESPONSIBLE TO COORD/NA7E RAIN FORECAST. ERSC 06/21/2023 MB N.T.S. WORK/N CLOSE PROXIM17Y W17H THE U77LI77ES, SILU07URES, ENG-2023-00230 DRAINAGELANDSCAPING, ETc. MAR ENG. DATE RfWSIONS APPR. DATETHESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY. SEAL n APPROPRIATE COND1770NS OF DEVELOPMENT AND/OR 017Y AND STATE ���/� CITY OF LAKE ELS/MORE SHEET 8 LAWS AND HAVE BEEN FOUND ACCEPTABLE '7r ENG/NEERS ' iaea conaEon n CIVIL E SUITE NGINEERS-mRoruERc•sea E70R0 ssi-na-siao n7ACT MAP NO. 28214-9 8 c 79048 m`f� PRECISE GR49/NG PLAN OF 6-5-23 z SC4LE• BENCH MARK.• MODEL HOME COMPLEX SHEE75 6-29-2023 �Un�1n L07S 1 7--8, 10—I I & 16-17 RETON F/AB/B, R.C.E. No. 83156 DATE THOMAS M. CASELDINE D47E q civil P C-95-33 pq/T 1 ON L10 2, 9 c@' 15 FLE No. 0/7Y ENGINEER P.E. No. 79048opcpuFo ELEVA170N.• 1356.45 MSL 0/7Y OF LAKE ELSINORE R47E' 1011012022 SEE SHEET NO. f FOR DESC. EROSION CONTROL PLAN 23-193