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HomeMy WebLinkAboutENG-2021-00242 PGP PLAN NO 21-305-21-312 PRECISE ORAD/NG PLAN VICIN17Y MAP GRADING NOTES.' CRIAvON H/LLS 7RA CT NO. 306Y8 �* 1. ALL WORK SHALL BE DONE/N ACCORDANCE WITH THE CITY OF LAKE ELSINORE MUNICIPAL CODE, CHAPTER 15.72 AND APPLICABLE STANDARDS AND SPECIFICATIONS PROJECT SITE FORM SUL DING CODE(US C), CHARTfR _T_T ND THE PERMIT SHALL BETOBTA/NED FROMON OF THE THE ENGINEERING DEPARTMENT 2. A CITY OF LAKE 49&*'T A - L 0 7S 1-10 7-06. 97-116 151-158 ELSINORE, PR/OR TO ANY OPERATIONS. E RAMSGAIE J. THE AND DU.S.ALOALERTN� 800H422�4133)TFORTY IGH�(48)AHDURS PR/ORMPOAN/ES 011170FLAKEEL50ORE, CALIFORN/A GRADING. H, 4. THE CONTRACTOR SHALL NOTIFY THE C17Y ENGINEERING DEPARTMENT AT LEAST " N TWENTY-FOUR (24) HOURS /N ADVANCE OF BEGINNING GRADING OPERATIONS. 5. DUST SHALL BE CONTROLLED BY WATER/NO OR OTHER METHODS APPROVED BY THE GENERAL NOTES (CONTINUED): OWNER/APPL/CANT.• SOILS ENGINFER.• CITY ENGINEER. 15 25. EROSION CONTROL:ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE KB HOME GEOTEK, INC. 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS PLANT OR ANOTHER APPROVED GROUND COVER, AT TWELVE INCHES (12-) ON 36310 INLAND VALLEY DR. 1548 N MAPLE ST OTHERWISE APPROVED, AND SHALL BE SHOWN ON THE PLAN. CENTER. SLOPES OVER FIFTEEN FEET(15) /N VERTICAL HEIGHT, /N ADD/T/ON TO W/LDOMAR, CA 92595 CORONA, CA 92880 GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS OR (951) 691-5328 951-710-1760 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS COMB/NAT/ON THEREOF. SHRUBS SHALL BE PLANTED AT TEN FEET(10) ON CONTACT-ALLEN SARRETT CONTACT- ROBERT RUSSELL PACE 836, F-7, 2002 THOMAS BROS. MAP OTHERWISE APPROVED, SHALL BE SHOWN ON PLAN, AND SHALL NOT HAVE LESS CENTER, TREES AT TWENTY FEET(20) ON CENTER,- COMB/NATIONS FIFTEEN FEET THAN 90X RELATIVE COMPACT/ON OUT TO THE FIN/SHED SURFACE. (15) ON CENTER. SLOPES OVER THREE FEET(3) /N VERTICAL HEIGHT SHALL BASIS OF BEARING SHEET INDEX HAVE PERMANENT IRRIGATION SYSTEMS WITH SACKFLOW PREVENT/ON DEVICES PER 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 9OX DENSITY AS DETERM/NED BY THE U.B.C. THE 84S/S OF BEARINGS AND COORDINATES FOR THIS SURVEY IS THE 04LIFORNA STATE PLANE SHEET 1..............................................................................TITLE SHEET MODIFIED FIVE(5) LAYER A.S.T.M. D-1557-70 TEST METHOD. COORDINATE SYSTEM, NAD 83(NSRS2011), ZONE 6(EPOCH 2010.00)BASED LOC4LLY oN CONTROL 26. APPROVED PROTECT/VE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST srAr/0Ns "mup, FILL"AND 'SBCC". ALL DISTANCES SHOWN ARE GROUND D/STANCES, UNLESS SHEET 2..........................................................................INDEX, LEGEND 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, SCAR/FNED, AND BE USED TO PROTECT AD✓O/N/NG PROPERTIES DURING THE GRADING PRO✓ECT. SPEC/PIED OTHERWISE GRID D/STANCES MAY BE OBTAINED BY MULTIPLYING THE GROUND DISTANCES SHEET 3............................................................................DETAIL SHEET INSPECTED BY THE GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY BY AN A1,05AGE COM81NA77ON FACTOR OF 0.99991273. SHEET 4-7...................................................PREC/SE GRADING SHEETS PR/OR TO THE PLACING OF FILL. 27. APPROVED EROSION PREVENT/VE DEVICES SHALL BE PROVIDED AND MA/NTA/NED SOILS ENG/NEER. SHEET 8..........................................................EROS/ON CONTROL PLAN DURING THE RA/NY SEASON AND SHALL BE/N PLACE AT THE END OF EACH 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL LAY'S WORK. THESE GRADING PLANS HAVE BEEN REV/EWED BY THE UNDERSIGNED AND FOUND UTILITY NOTES PREPARATION OF GROUND /S APPROVED BY THE SOILS ENG/NEER. TO BE/N CONFORMANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS 28.ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCT/ON SAFETY OUTLINED /N THE SOILS AND GEOLOGICAL RECONNAISSANCE REPORT PREPARED �yqR. ELS/NORE VALLEY MUNICIPAL WATER DISTRICT 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS ORDERS. FOR THIS DEVELOPMENT. THAN 0-PER FOOT FOR A MIN/MUM OF THREE(3) FEET, THEN 1X(MIN/MUM) TO 31315 CHANEY STREET FLOW LINE OF EARTH SHALE. 29 THE LOCATI TEE.ON AND PROTECT/ON OF ALL UTILITIES/S THE RESPONSIBILITY OF THE OB/13/2021 (951JE674 3146 ORE, 04 92531 PERM12. MIN/MUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1X/F CUT OR FILL ROBERT R. RUSSELL GE 2042 DATE SEWER- ELSINORE VALLEY MUNICIPAL WATER D/STR/CT SLOPE/S LESS THAN TEN FEET(10'), AND 2X/F CUT OR FILL /S GREATER THAN -TO. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE✓OE SITE AT ALL T/ME. PR/NC/PAL ENGINEER 31315 CHANEY STREET TEN FEET(10). DRAINAGE SWALES SHALL BE A MIN/MUM OF 0.5'DEEP AND EXP.- 12/31/22 LAKE ELS/MORE, CA. 92331 CONSTRUCTED A MIN/MUM OF TWO FEET(2) FROM THE TOP OF CUT OR FILL 31• CANITAR/FACF ITIES SHAG LOP _MAI NTA/NED ON THE SITE FROM BEGINNING TO ENG/NEER S NOTICE (951) 674-3146 SLOPEGAS- SOUTHERN CALIFORNIA GAS CO. 13. PROVIDE 5'W/DE BY THIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 1987 W LUGON/A AVENUE SLOPES OVER 5'H/GH FOR ALL SLOPES IN EXCESS OF THREE(3) FEET VERTICAL HEIGHT WITHIN NINETY RESPONSIBILITY FOR✓OB SITE CONDITIONS DURING THE COURSE OF REDLANDS, CA 92374 (90) DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE/N CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS (909) 335-7828 14. PROVIDE A BROW DITCH, DESIGNED TO HANDLE ONE HUNDRED (100) YEAR STORM ACCORDANCE WITH C17Y OF LAKE ELSINORE GRADING ORDINANCE NO. 882 PR/OR REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE L/M/TED TO NORMAL FLOWS ALONG THE TOP OF CUT SLOPES. TO THE APPROVAL OF FINAL INSPECT/ON. WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE PHONE VER/ZON F/OS OWNER AND ENGINEER HARLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, 40710 CALIFORNIA OAKS ROAD 15. NO OBSTRUCT/ON OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL SE 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE /N CONNECT/ON WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPT/NG MURRIETA, CA 92562 PERMNITER. HIMSELF WITH THE 517E AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR (951) 290-7287 EXISTING FACILITIES RESULTWO DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, ENGINEER. 16. A SOILS ENG/NEER SHALL BE RETAINED BY THE DEVELOPER, TO SUPERVISE GRADING WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. ELECTRIC.•S0. CAL. ED/SON CO. AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS 26100 MEN/FEE ROAD 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC (SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF THE SOIL. 34. THE DESIGN ENGINEER SHALL PROVIDE A MIN/MUM OF ONE(1) BLUE TOP PER ROMOLAND, CA. 92585 RECORDS, ARE INDICATED WITH THEIR APPROX/MATE LOCATION AND EXTENT. THE F/N/SHED PAD, PR/OR TO ROUGH GRADE APPROVAL. (951) 928-8207 OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS ( )951 820-5498 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENG/NEER AND A FINAL HEREON, AGREES TO ASSUME LIABILITY AND HOLD THE ENG/NEERE HARMLESS COMPACT/ON REPORT BY A SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING 35. APPROXIMATE DATE OF FOR ANY DAMAGES RESULTING FROM THE EX/STNECE OF UNDERGROUND UTILITIES FIRE- RIVERS/DE COUNTY FIRE DEPARTMENT AND ENGINEERING DEPARTMENTS PR/OR TO ISSUANCE OF BUILDING PERMITS. BEGINNING OPERAT/ON.• DECEMBER 1, 2020 OR STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS, OR THOSE 4080 LEMON STREET., 21VD FLOOR COMPLETION: DECEMBER 31, 2023 CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCATIONS. THE RIVERS/DE, CA. 92502 COMP18. THE SOILS ENGINEERING 0698INVE CRIMSON HILLS HN/CAL UPDATE REPORT, 151 LOTS CONTRACTOR /S REOU/RED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT (951) 955-4777 2020 SING OF TRACT-OTfl( CRIMSON HILLS DEVELOPMENT DATED DECEMBER 9, 36. THAN ROCK OR OTHER /RREDUC/BLE MATERNAL WITH AMAX/MUM ADRED/AR GREATER THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER FOUND AT THE ST/E. /T GRAD PREPARED BY GEOTEK, INC SHALL BE CONSIDERED A PART OF THIS THAN THREE INCHES (3 WILL BE PLACED /N FILLS WITHIN ROADBED AREAS OR SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL CABLE. TIME WARNER CABLE GRADING PLAN AND SHALL BE/N COMPLIANCE- THREE FEET(3) OF FINISH GRADES, UNLESS THE LOCAT/ON, MATER/ALS, AND UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 53017 CRESSIDA STREET DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENG/NEER. LAKE ELSINORE, CA 92532 19. A REG/STEREO CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT 3. THE ENG/NEER PREPARING THESE PLANS WILL NOT BE RESPONS/BLE FOR, OR (888) 211-1546 CERTIFICATION OF BUILDING PAD ELEVATION WHERE SPECIFIC ELEVATIONS ARE 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. /F INSPECTION BEFORE APPROVAL. LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS ALL AN ELEVATION WITH RESPECT TO AD✓ACENT GROUND SURFACE/S REQU/RED, THE CHANGES TO THESE PLANS MUST BE/N WRITING AND MUST BE APPROVED BY EST/MATED EARTHWORK OUANTITY_S ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE THE PREPARER OF THESE PLANS APPROVED BY THE BUILDING DEPARTMENT. ON-SITE EARTHWORK OUANT/T/ES 20.ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PR/OR TO 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. COMMENCEMENT OF ANY CONSTRUCTION/GRAD/NG. 39. THIS SITE HAS 08TA/NED A NATIONAL POLLUTION PREVENTION EL/M/NAT/ON SYSTEM CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PR/OR TO GRADING SUMMARY CUT(C.Y.) FILL (C.Y.) (NPDES) PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER BIDDING FOR CONSTRUCT/ON. RAW QUANTITIES 7200 O 21.STAB/CITY CALCULATIONS WITH A SAFETY FACTOR OF AT LEAST 1.5 SHALL BE DISCHARGES. TOTAL AREA = 7.45 ACRES SUBMITTED BY A SOILS ENG/NEER TO THE BUILDING AND ENG/NEER/NG DEPARTMENTS NPDES WD/D#8 33C392137 DATE PERMIT ISSUED- NOV. 25, 2020. BENCH MARK.' FOR CUT AND FILL SLOPES OVER THIRTY FEET(30) IN VERTICAL HEIGHT. 80 ELEV.30 EL- - = NOTE- THE ABOVE QUANTITIES HAVE BEEN ESTIMATED BY THE 40. DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS. NO BENCH MARK NO. 1267.104 MSL (NAND 88) ENG/NEER FOR PERMIT PURPOSES ONLY! THE CONTRACTOR SHALL 22.A FINAL COMPACT/ON REPORT WILL BE REQU/RED FOR ALL FILLS GREATER THAN ONE BUILDINGS OR HALLS SHALL BE PLACED WITHIN EASEMENT LIMITS TEMPORARY FROM THE/NTERSECT/ON OF RIVERSIDE DRIVE AND ✓OY STREET, SOUTHEASTERLY DETERMINE HIS OWN QUANT/T/ES AND HE/S SOLELY RESPONS/BLE E (1) FOOT. IMPROVEMENTS ARE SUB✓ECT TO REMOVAL AT OWNERS EXPENSE. ALONG ✓0Y 0.15 MILES, 18 FEET NORTHEASTERLY OF CENTERLINE OF✓0Y, 10 FEET AMOUNT AND COST OF IMPORT/EXPORT HE FOR DETERMINING T AMOU SOUTHWESTERL Y OF A CHAIN LINK FENCE, 71 FEET SOUTHEASTERL Y OF P.P. NO. 23./F STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL /S TO BE PLACED, /T MUST LEGAL DESCR/PT/ON 4112B03E, 1 FOOT SOUTHWESTERLY OF SURVEY MARK POST. AND OTHER GRAD/ AMOUT/ES FOR THIS PROJECT. BE CLEARED, KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT.PREPARATION SHALL BE APPROVED BY A REG/STEREO SOILS ENGINEER PR/OR TO BEING A SUBDIVISION OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER, WOMP BMP TABLE SOURCE OF IMPORT MATER/AL FOR SITE SHALL BE IDENTIFIED PLACEMENT OF FILL MATERIAL. SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE AND THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST PR/OR TO ISSUANCE OF GRADING PERMIT. 1. KEYED AND BENCHED. QUARTER OF SECT/ON 29, IN TOWNSHIP 5 SOUTH, RANGE 4 WEST, OF THE SAN CONSTRUCTED SHOWN BMP PERMANENT/ , BASIN PER PLAN oN SHEE! IyPE TEMPORARY 24.THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCT/ON/N THE FOLLOWING BERNARD/NO MERIDIAN ACCORDING TO THE OFFICIAL PLAT THEREOF SET NUMBER NOTE: STAGES- 17-11 RGP 6A OF 11 EXIEW,9fD DETENTION E0.S/N PERMANENT REFER TO APPROVED ROUGH GRADING PLANS DELTA 1 FOR A. UPON COUPLET/ON OF CLEARING AND DURING EXCAVATION AND BEFORE BACKWATER VALVE LOCATIONS TRACT 30698. REFER TO APPROVED STREET IMPROVEMENT - BACKFILL OF ALLUVIAL, COLLUV/AL AND TERRACED AREAS AND ANY PLANS FOR TRACT 30698. REFER TO APPROVED SEWER AND LOTS: 9, 10, 27, 28, 30, 101, 114, 116 NOTES: WATER PLAN FOR TRACT 30698. SUBSTRUCTURES REFER TO APPROVED STORM DRAIN PLANS FOR TRACT 30698. B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION DRIVEWAY APPROACHES ARE PER STREET IMPROVEMENT PLANS (TO BE AS-BUILT' BENCHING AND FILLING OPERATIONS FOR LOCATION) NOTES C. DURING /NSTALLAT/ON OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER 1. WALLS AND FENCES SHALL BE CONSTRUCTED PER MATERNAL. SEPARATE PLANS AND PERMIT. D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE CONSTRUCT/ON. WORK/N CLOSE PROXIMITY WITH THE UTILITIES, STRUCTURES, o ENG-2021-0242 WDID: 8 33C392137 DRAINAGELANOSG9P/NG, ETC: i MAf? ENG. DATE f?EV�SIONS APPR. DAT THESEW WNT EPARED BY SEALV H PR CITY OF LAKE ELSINORE SHEET 1 / APPROPRL4IF COND1770NS OF DEVELOPMENT ANO/OR C17Y AND STATE ROFESS LAWS AND HAVE BEEN FOUND ACCEPTABLE p`�pptOR q��'9� �ENQ/VEERS o CIVIL ESUITE 1RS"PLAIN,CA.SURVEYORS TRACT MAP NO. 30698 8 � y c+ 1880 COMPiON AVENUE,SORE ENGINEERS, PICA NA,CA.SURV 33J01951-J34-2130 �fw NPo.fi483 PRECISE GRADING PLAN, - SE ,A" of I E6/9-15-2021 V f ea 08113/2021 23 BENCH MARK: LOTS 1-10 27-36 97-116 SHES * * N.T.S. I51-158 EMON HAB/B, R.C.E. No. 83156 O47E VICTOR A. ELIA OgTE ,�� I�OF F o �P EL-30-80 TITLE SHEET FILE No. CITY ENGINEER P.E. No. 64803 q R� ELEYA7ON.. 1267.104 MSL CITY OF LAKE ELSINORE OA7E• 07-20-2021 SEE SHEET NO 1 FOR DE5'C. 21-305 HOUSE PLANS N.T.S. PLAN NO. 1A PLAN NO. 2B PLAN NO. 3C PLAN NO. 4A PLAN NO. 5C PLAN NO. 66 NO0'42'47'E 1319.39' Il FOOTPRINT FOOTPRINT FOO7PR/NT 1859 S. FT. 'FOOTPRINT u •-- ---_.-� I u 'R 2,035 SO. FT. 2215 SO. FT. a, ��R/NT OOTPR/NT ^n 477 SQ. FT. 659 50. FT. • $ r7LT SEE Qpc- lr pLA S� mcm _ _ — -- -- Js 1,551 S0. Fr. 1,751 S0. FT 2,035 S0. FT. 2,206 S0. FT. 2,528 S0. FT. 2,882 S0. FT. 3 3 BEDROOMS (1-STORY) 3 BEDROOMS (I-STORY)4 BEDROOMS (1-STORY) BEDROOMS (I-STORY)5 BEDROOMS (2-STORY)5 BEDROOMS (2-STORY) • -° � T , - ru I I I OPEN SPACE _ 9 Tl !O 21 T INDEX MAP LEGEND LEGEND & SYtiIBOL S •, °, A — L ° ------- ENHANCED ARCH/7EC7UR4L �/ N003619'E 659.61' ELEVAT/ON ................... uu.u.......... SHEET NUMBER --- - %GL'W IYALL PER CMOSGAPE PUNS _- -� SKWE N/DCE OW/Po/ n TRACT BOUNDARY _- ,_ (N MJ PROP.STEEL 647F y,`, � � ___ � Cf1 = — 7�1' �, , - a m RETavuuc WALL i � � � 9T � I 3 � LMOSGIPED WALL \ ♦ !az A ns �♦ -- DEEPCNm FOOnNG zz 100 [DEEPENED 0017 C DEPIN s� � � "'�/. � v - • - ��N � �s � ' '�' I � ` (1001.01) EX/SDNG ELEYA7KJN i LN SEE - o smfwuK Jqq I JJT �' • \ Ju x sr ■ ' CATCH 845/N \ us 1 1 • z rx \ \ Jsr I , � Jz• ' 57ORY ORA/N \0 1 AN PAN OF nrEEr UGYII EX/SI1�N'EDGE OF PA"ENT EUMV DIRT RQAD 51 EX/SnhY,'RK,HI OF WAY ! I rls i h O Jx • - ''� CENTERLINE `� ,• s° ■■■ �� j of uJ __ s EX/SMV SEWER Alp EX/SnA6'wA7ER ** as I ♦ __ c - EX/SnAG GAS UNE fxrSnNc HRE H%ewr ie � EXrsnAV wATLR YAL / 1s _-� _ � � l; � JTs J.m Ja � Jfs Ju �n \ ♦ b � EX/SnAIG'BLOW OFF i EX/SHAG'A/R YACPo ,.t ♦1 EX/5'nAIG'POWER LE \ - - - -— W PMFOSE0 WATER PER SEP.RM r ❑_ N101-3321'E 197d 50' _ S PMP050 SEWER PER SLP.PUN PROPOSED WATER METER PER MP PUN 'Q PROPOSLD 17RE HYDRANT PER SEP.PUN o- PROPOSED AIR YAC PER SEP.PUN INDEX MAP P�PosED RIP-RAP PER SEP PLM CONSTRUCT/ON NOTES AND OUANT/TY EST/MA TE a577W 1'`0*WRS SCALE.- >_IOO' IX/SnAG'S'LYTMOURS TOP 6F SLOPE INSTALL PRNA7F 4'SCHEDULE 40 P.VC/'/PE A 0.5$MIN SLOPE OR AS SHOWN 6YN PUN 11270 L.F. Z 70E OF AOff E O /A67ALL AOS 6"ROIAVD CRATE AN 6"SffE O 849N OR A £D ELYIAL./157ALL 288 LA. 1.15 At IT AND GF 349N DEPTH AD/L6'7MMY AS RE6X//RED. - /NSULL PRMY 4"SCHEDME 40 P.Y.0 PNE 7NR0/1GH CURB PER DETAIL ON SHEET 9(2a-f YM/ES WALL/FENCE REFER M WALL A•FENCE N O FROM/AM12RT AT TG TO CURB®1X M/N.. 96 A. PLANS/oR MAIERIY TYPE MD LOC412N. (U 9T AZS A0/REPPESEN7PMSIER Z0WI V) O5 DROP f4RAGE FOOnAV 3 FA o © /ASTALL 3'X 11'coAmrx TILLS//PAD 48 Eq. NOTE. 9 REFER TO APPROVED ROUGH GRADING PLANS Oft TA 1 FOR XL NOTE THE ABOVE OL/ANT/T/ES HAVE BEEN EST/MATED BY THE ENGINEER FOR TRACT 30698. REFER TO APPROVED STREET IMPROVEMENT z PLANS FOR TRACT 30698. REFER TO APPROVED SEWER AND PERMIT PURPOSES ONLY. THE CONTRACTOR SHALL DETERMINE HIS OWN OLANT/T/ES WATER PLAN FOR TRACT 30698. a 100' 0 100' 200' 300' REFER TO APPROVED STORM DRAIN PLANS FOR TRACT 30698. SCALE/N FEET 1. WALLS AND FENCES SHALL BE CONSTRUCTED PER SEPARATE PLANS AND PERMIT. NOTES' 2THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK/N CLOSE PROXIM17Y W/TH THE UTTL/TTES, STRUCTURES, DRAINAGE, LANDSC4P/NG, ETC. 1. WALLS AND FENCES SHALL BE CONSTRUCTED PER a SEPARATE PLANS AND PERMIT. 2. 771E CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK/N CLOSE PROXIMITY W177-1 7?'F U77LI77ES, STRUCTURES, � 8.1/ 9 L`LL Z/ ENG-2021-0242 DRAINAGE LANDSCAPING Erc. MAR ENG. DATE REVISIONS APPR. DAT THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE W/TH 77/E PREPARED BY SQL C/TY OF LAKE ELS/NORE SHEET 2 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE �p ROFESS/q� LAWS AND HAVE BEEN FOUND ACCEPTABLE Q"eGtgt a `1l'F ENG/NEEFIS o GML ENGINEERS.GUNNERS.SURVEYORS O N ti I_CSMI_N"ENUE.SUIrE 100—RONn,c,a 81-3m0.vs-na-2130 TRACT MAP NO 30698 lJ i No.648.3 m PRECISE GRADING PLAN — 'SET A" OF m (Y'tiO SCALE.• 1-158 /� - 9-15-9091 X,,,_ '�- 08/13/2021 ExP s/30j13 a BENCH MARK: LOTS 1-10 27-36, 97-116, SHEETS EMON HAB/B, R.C.E. No. 83156 DATE VICTOR A. ELIA LATE EL-30-60 F/LE No. CITY ENGINEER P.E. No. 64803 �A7L.civi F�R��P ELEVATION.• 1257.104 MSL INDEX SHEET CITY OF LAKE ELS/NORE DATE' 07-20-2021 SEE SHEET NO 1 FOR DESC I OF 21-306 FG 7 FG PER PLAN PER PLAN DOWNSPOUT 70 LOCATION PER 7 GB SAME AS PAD ELLV� ARCH/TECT'S PLA SEE WALL AND FENCE PLAN PAD f0 PAD I PAD 10 PAO I PL PL ELEV. k HP F ELEV. k HP F PER SEPARATE PERA177 SEE WALL AND FENCE PLAN g 7 ELEV. 1 ELEV.I TG/NV. TG/NV �GINV TG/NV 5'M/N. R•SEPARATE PEII M/N /N-- M/N. 24" 3'M/N. VAR/ES W •I '10 0.a 1 �f0 1I 2 P FL pz y B I P FL 2 2 P FL 1 y B I P FL 2 I 10'M/N. V I h��� I 1 O 4"ROUND I I O 0 PLASTIC GRATE (SLAI A ,I q 8 I J m 8"MIN I I m I 8"M/N NOS NO. 11 7,0' �dSy y,�1, �•15% FF ELEV. 8"MIN Jl ~=j 3 LOT NO M3' ~ 3 LOT NO M3 i' .,.;. PAQ ELEV I t PAO ELEV FF ELEV• 2Zr M XPAD EL TYP PAD PAD ELEV TYP. TG TYPPAD=PAD ELEV TYP. TG `. _ - — 0 —— ''ry= 'ry` G 4"PVC(SCH. 40) fF=FIN/SH FLOOR ELEV /NV. FF=F/N/SH FLOOR ELEV /NV g 9 g 9 5%M/N. 2%M/N. 5%MIN. 2%MIN. 5%M/ 12"MIN. RISER(LENGTH VAR/ES) I GF=GARAGE FRONT ELEV I ,I GF=GARAGE FRONT ELEV 1 20%MAX 2.•1 2O%MAX 20%MAX 20%MAX 45'ELBOW 2 H FL I 3 3 2 H FL 3 3 1 A TYPICAL SIDE YARD SECTION TYP/CAL REAR'ARD S 4"PVC(SCH. 40) I' f 1mre4L s ram owan� B P FL 2 P FL xor sa:ue >rrrcnc Rcwrnao craaaac ( 4"PVC(SCH•40) ,vor ro srA�c 4"PVC SCH. 4 'I I PER PLAN 0 S=0.005 MIN. DOWN DRAIN CONNECT/ON 5 Q=e TG 5 QZQ TG 5 INV. j 5 INV NOT TO SCALE SUMP BLOCK WALL (LENGTH BASED ON SIDE YARD j 16, R/W� 16'- R�W� PER ORCO BLOCK VINYL FENCE VINYL FENCE DETA/L > SUMP BLOCK VINYL POST (3O2 SUMP BLOCK WNn POST (302 CURB FACE CURB FACE I WALL PILASTER\\ WL71'/CAP POPERTY C/NE WALL PILASTER W/lh'CAP PROPERTY LINE (1sx162 \ (3:Y3J (16x162 (3x32 qG DIRECT/ON OF FLOW — �G D/RECT/ON OF FLOW 6 5 ���' 6 NOTES OI SWALES TO BE GRADED AT 17 MIN AND 0 '7"PRIVATE ORA/N THROUGH CURB FACE PER DETAIL BELOW 4X MAX ALONG REAR AND SIDE OF HOUSE SUMP BLOCK SUMP BLOCK O2 HIGH POINT OF SWALE PER PLAN O7 REFER TO THE FINAL TRACT MAP FOR BEARINGS WALL PILASTER WALL PILASTER OF PROPERTY LINES 06)r152 (16x162 O3 4"DIAMETER DRAINAGE P/PE(0.59 MIN PIPE ® TYPICAL 15'REAR DISTANCE TO SWALE UNLESS SLOPE) OTHERW/SE NOTED ON PLAN O4 SLOPE AWAY FROM THE BUILDING FACE/S TO 0 TYPICAL 3'S/DE DISTANCE TO SWALE UNLESS BE 5X MIN FOR THE FIRST 10 FEET MIN OTHERW/SE NOTED ON PLAN AND 2,98'THEREAFTER UNTIL THE SWALE/S 10 29 M/N AND 209, MAX GRADE FROM REAR REACHED SWALE TO PROPERTY L/NE OR GRADE BRAI(E, NWRIlzo 4 Mav Raw O SHEET FLOW TO STREET OR THE OPT/ON OF GRADE BREAK TO PROPERTY L/NE MAY BE 1-7 UP TO 6X FLOW LINE TO DRIVEWAY SLOPE He - QIr TYPICAL LOT F/N/SH GRADING 1 OVERFLOW 2�MIN I OIERFZOW Z%MIN. •{4 REAAR 5X MIN. 4"PVC PIPE 4 REB4R NOT TO SCALE EMBEDDED INTO 2O$MAXHOUSEDFOO77NG 5%IN MIN. 4"PVC PIPE HOUSE FOOTING MAX0% BY>FT. 9/N. BY 1 FT. 9 IN. CORE THROUGH EXISTING CURB& GUTTER TYPICAL S/DE YARD GATE — 5 FT. TYPICAL SIDE YARD GATE — OVER 5 FT FC OF PIPE 1/2"ABOVE 6' VAR/ES R 3"P.V.0 GUTTER FLOW LINE INVERT PROPOSED NOT TO SCALE NOT 70 SCALE ELEV. PER PLAN SIDEWALK "WYE AS REOU/RED SEE WALL FENCE PLAN PER INSTALL REMOVABLE PLUG SEPER47F PERMIT A T� 2% A 3x4"REDUCER 4'P.V CURB& GUTTER RIVERSIDEPER ELEVATION COUNTY STD. 310 x4x4"TE R/W ¢ R/W R� INSTALL POLYETHYLENE I 50' I P7NST1 RaW PLASTIC JOINT U47FR/AL PER SIP OU/CK JOINT'OR EQUAL j 2"M/N. COVER 7' 18' 18' 7' PAO ML/5xl cgw RNni aval j 41 6' 8' 1 10' 10' 1 8' 6' 1 `OW 1 SLOW 0 PLONGIE 9 4"RC R E THV F0 7MG PAD ELEV. 2.OR' j TYPICAL BLOCK WALL OPENING AT SWALE a SECT/ON A A '�' j j ti1p� T j NDT TO SCALE 2% 2.0% 2.09° 2R I a. 2 p~ j 3 P /ATE P/P THROUGH CUEff DETAILS. NOT TO SCALE TYPICAL SECT/ON 50' PRIVATE STREET S70EWq(K NOTE. ROUGH GRADING PLANS DELTA I FOR STD. NO. 104, SECT/ON C"-W/CURB ADJACENT SIDEWALK TYPICAL DRIVEWAY DETAILREFER CT 90698.PROVED REFER TO APPROVED STREET IMPROVEMENT T.I. = 5.5 R—VALUE= 50 NOT TO SCALE PLANS FOR TRACT 30598 REFER TO APPROVED SEWER AND NTS WATER PLAN FOR TRACT 30698. REFER TO APPROVED STORM DRAIN PLANS FOR TRACT 30698. NOTES: 1. WALLS AND FENCES SHALL BE CONSTRU07ED PER a SEPARATE PLANS AND PERMIT. a 2. THE CONTRACTOR SHALL BE RESPONSIBLE 70 COORDINATE WORK IN CLOSE PROXIMITY WITH THE UAL/77ES, STRUCTURES, ENG-2021-0242 DRAINAGE, LANDSCAPING, ETC. UARK ENG DATE REV/SIONS APPR DA TE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE W17H THE PREPARED BY. SQL CITY OF LAKE ELS/MORE SHEET 3 APPROPRIATE COND177ONS OF DEVELOPMENT AND/OR C17Y AND STA7E ROFESS LAWS AND HAVE BEEN FOUND ACCEPTABLEF9e tqt a ✓!� ENG/NEER3 0 CIVIL PNNERS"1.1330 0pNUESITE � C - .951-734-2130 TRACT MAP NO. 30898 8 No.646Q3 m SCALE, BENCH GRADING PLAN — SET A' OF 9-15-2021 t„� uu- 08/13/2021 D•6/SW23 BENCH MARK, LOTS 1-10 2751 -36, 97-116, SHEENS EMON HAB/B, R.C.E. No. 83756 DATE VICTOR A. ELIA DATE ,�. ICI \e EL-30-80 FILE No. C17Y ENG/NEER P.E. No. 64803 gTpOFCpllFO�� ELEVATION.• 1267.104 MSL DETA/L SHEET C17Y OF LAKE ELSINORE DATE•• 07-20-2021 SEE SHEET NO 1 FOR 0ESC. 21-307 CONSTRUCTION NOTES OI INSTALL PRN47E 4'SCHEGIILE 40 PVC PIPE®0.5X MIN 204E aP AS SHOWN aV PLAN. O /NSTAU NOS 5-"A(9 GWATE/50 aV 6"9clE-O 94S/N OR A-PROk D 01W /NSTAU Sf9#DEP7H "11SIMENIS AS REOLNREO OIATMIZ PRIME 4-SOVIPME 40 P.VC PIPE)7IR7MV CURB PLR X7IL ON SHEET 3(SLOPE VARIES FROM/PERT AT TG 70 CURB®1X MN). ODROP GARAGE F0077NG MSTALL X X 1J'OOKRETE lW11 PAO / \ J6 E1167AV RES/OEMLAL OC"RY APPR OY PER C17Y OF LAAF SS/NORE - 52.97' / `�+/� 46 31 STAWW,9 117 PLR STREET IMPROVEMENT PLANS FOR TR40T 3069E 94.5/N 1 � h ryA e5 2X. 2 21• 9`tS/ ? 50.04' iv _ ro 2$ 2Y 50.04' 7 2 N 9.5 TG1 s• olz _ �/2 1fP - 0 90.2/ ^ 91.0/N ui PAD-7495.80 hk --� 2$ HP O 45.42' yn /NV"+ �-•+ �� N b lnl� OP -FI/w 5T lae 19f.0 ITC II 942/ 1 s31 i ? O= 14g B0 lap � Ha 1, / 7• o r � co 2 � j491. 1I Lri� 0 25' I 1 6 HP 1 u7I�� 0.91 �1 1 5. i� l 1 / jO Ys6 a'u'q,4V+W " HP I. o •a °�° NP �= 149.50 151 PLAN 1A I J 94.2/NV Ili h! 6 93.3/Ary / 1 P�149 1C =149180 Nr 2X HP 2 p� l GF- 1 I g. PA0=149230 9. I.pe P h l ( s23 1 �`l49 380 � 149?g) /'k h,P T54 iYAV 3C �T - b� 1• � yell HP FF= 149297 Ij� HP I�n g l 1 1, tl�l GF= 149230 1111 '/ 4 ♦ S' l` k FF= 149L87 'I '1 89. 2 89.9/NV 4 'I 9.8 7G 1 89.4 I:k S /% I 89.6/NV I I 1 FF= 7491.57 I^ 6• k '� TIN / T 5 +c hl T 6 GF= 7491.57 I 6 f 0 9HP iM Ix 90.6/NV I � HP /w ^7 l l B10/ 1 6 1 I 3 l FS O, / IOi .^- b11L (,) /NV \.4 Opa h I I r Ir - 6 B9.6 INV_ I_ 8.81 i 9 s 1 FS �• /h� 1 9s 9,r5 b x 9.2 I?-_.iA9 - _- __� �`16.-�� 1 9. 76➢V 9 r 9.B5/NV OZ 9. /NV p FS 7 3 - --------- �a w �^ �z 3 9 , %L E -- --- 9 1 b 89.05/N } 8B.6?IN 0 39f.65/N ^ A J 8_33 I _ H��V/ N INv I I I 7S 30.29- - - 88.26/NV olm l I e . 12' LillICI I 1 •2/NV I� 2 7 HP HP (� FScv I,k �. n ,� , 90.2/G 2 2 0.2/NV 4I�Tl I T•. i� ^\ I �1P 90',P I 7 2904/N I vi I 15' HP 5 1 fi 38 PLAN 5(J4 I 0 I 88.9/ 9O I:H I HP7 P I I I n I K.I 2 AO 17492.00 he 14 492 11 Ik HP 6' 6, 1 7 T 8,HP GF= h 2 2.2 INV 92.00 I 24 k. 2 6 B9.7/NV e' 23/NHp HP k 2 f• I I., '.I I :I PAD=f491.30 I_old h k 6 1 924/NVoippp ye�l A0=f490.70 189.f/NV yd' FF= 149f.30 0 - HP yp v a 1 1 PL4N 5L�'7 l k .I 7 =1492.00 I;k �5 F .9 T o Z I 9 90.- PA0=1494.00 HP f492.67 I �I I 89.4/ ¢ilE .1I HP HPrG k P FF- 1494.67 GF= f492�.00 p• I N M, 'I I P 2A 2X ry .7 2 M o l * Pt N 90 / 12 I 2 oZ I l I HP © 9 TG h ti 50.20' 990.0/V 47.76' 7NV /NVy� H 4 2c 2x 1o.7INV HP 76.62' I I 69.73' 2 NOTE: 927/N REFER TO APPROVED ROUGH GRADING PLANS DELTA 1 FOR 48.88 TRACT 30698. REFER TO APPROVED STREET IMPROVEMENT S / PLANS FOR TRACT 30698. REFER TO APPROVED SEWER AND EE S H E E T /V O . 5 WATER PLAN FOR TRACT 30698. REFER TO APPROVED STORM DRAIN PANS FOR TRACT 30698 20' D 20 40' NOTES: 1. WALLS AND FENCES SHALL BE CONSTRUCTED PER a SEPARATE PLANS AND PERMIT. a SCALE 1"=20' 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORD/NA7E WORK/N CLOSE PROXIMITY WITH THE UT/L/T/ES; STRUCTURES; ENG-2021-0242 OR4/NAGE, LANDSCAPING, ETc. UARR ENG. DATE RfWS/ONS APPR DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED SY. SEAL C/TY OF LA/(E ELS/MORE SHEET APPROPRIATE COND/770NS OF DEVELOPMENT AND/OR C/7Y AND STATE RpFESS/ LAWS AND HAVE BEEN FOUND ACCEPTABLE C``9pct� �ENG/NEE%s 4 0 y J� /9 FyC CIVIL ENGINEERS.PWJNERS.SURVEYORS 1880 COMPTON AVENUE,SUITE 100.CORON,CA,92881-33701951-734-2130 TRACT MAP NO. 30598 8 m } w p.64603 m PRECISE GRADING PLAN - SET OF A� 9-15-2021 .t F.0- / / FxP•6/30/2 a SCALE., BENCH MARK.• SHEETS V;, OB 13 2021 * * 1'=2D, L075 f-f0 27-36, 97-116, EMON HAB/B, R.C.E. No. 83756 DAIS VICTOR A. ELIA DATE ,n, 1VI �P EL-30-80 �51-158 FILE No. F-1 I I IC/TYENG/NEER P.E. No. 64803 4TfOFCPI.lE�R� ELEYAAON.• 1167.f04MSL LOTS 1-2, 34-38 d 151-158 CITY OF LAKE ELS/NORE DATE: 07-20-2021 SEE SHEET NO 1 FOR DESC. I i21-308 CONSTRUCTION NOTES OI INSTALL AMT 4'SCHEO(/CE 40 P.VC P/PE®O.M M/N SLOPE aP AS SHOWN aV PLAN. 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I 86.8 TG 2 4 65.3/NV I 1 PAD=>4B6.50 del 2 852 !•x 7486.17 PLAN 1GW 11 /NV 4 86.2 FF= 1487.17 �' 8 7AR III HP GF= f4B7.80 �7/ 5 fY�W 2CR 2 8.B FF= >485.77 6� PAD=1487.30 I 85.3/ III I HP GF= 14B6.50 I PD=14B6.00 !� ' 2 TG ol? I HP GF= >4B5.f0 .. o z0 TG : B70 TF= 1487.97 I' s A b� 85.7 FF- 14B6.67 I I: B6.5/NV• o z" 65. B5. I uilf PAD=14B6.90 uilf 85.2/NV �P GF= 1486.00 BHP HP uil�tl 83.8/NV 4� w HP GF= >4B7.30 I 23, ,7 -14B8.40 8HP HP I oz 86.5 NP6 FF- 148757 I - -- - HP FF= 1489.07 7 �-- -- 2 GF= 1496.908� I. 86.0/ HP yp vilf 2 I' �� CF 14B8.40 I.k1��. 2% 2X -" �^ 'I � ^ 7 I 0 oz 6.17G -- 2yX - 84.7/NV 7 HP __ A o z 2 6 �__ .YP HP uil 2 83.s/NV;,d 6.6 I _� HP _HP 2 842/NV 0 2' 2X 2X .�•y vi,g 87.1/NV. B7.0 TG 2,. 2T 2X 8 2 7G 2r X -Px ,l7°• �.-- HP - 65.2/NV o o rn 084.3 of HP of 86.0/NV o 2 85.2 T 0 0 83.E INV o 2 7G 2X p% - ,�, o 6 6.1 T N of o 84.7/NV of -� B7.1/NV _ - 50.00' _ - - 50.00' 0 2 85.6/NV 50.00' 0 50.00' 50.00' 50.00' 50.00' 78.80' - - - - - - - F NOTE.- REFER TO APPROVED ROUGH 04ADING PLANS DELTA 1 FOR TRACT 30698. REFER 777 APPROVED STREET IMPROVEMENT PLANS FOR TRACT 30698. REFER TO APPROVED SEWER AND WATER PLAN FOR TRACT 30698. `a I�v 1 REFER TO APPROVED STORM DRAIN PLANS FOR TRACT 30598. I I NOTES.• s LJ�1 1. WALLS AND FENCES SHALL BE CONSTRUCTED PER 5-1 20' 0 20' 40' SEPAR47F PLANS AND PERM/T. 1. 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK IN CLOSE PROXIM17Y WITH THE UTILITIES, STRUCTURES SCALE 1=20' , o a•1/ !� ��( � ENG-2021-0242 DRAINAGE LANDSCAPING, ETC. i UARR ENG. DATE REVISIONS APPR. DATE THESE PLANS 840E BEEN REVIEWED FOR COMPLIANCE WITH THE PREPAREO BY, SEAL APPROPRL47E COND177ONS OF DEVELOPMENT AND/OR C17Y AND STATE ROFESS CITY OF LAKE ELS/NORE SHEET o LAWS AND HAVE BEEN FOUND ACCEPTABLE QFOQc,��n� 44 ENG/NEERS 5CIVIL . o 1880 COMMON NVENUE.E SUITE E100-0RONA RC -1-33R0.951-734-5130 TRACT MAP NO. 3069E 8 W N°.64803 m scACE PREC/SE GRAD/NG PLAN - SET A" OF m 9-15-2021 �I:.Z.,.. ``. - 08/13/2021 Exp.6/30/23 a BENCH MARK. LOTS 1-10 27-36, 97-118 SHEETS * * 1"=20' EL-30-BD f51-1M EMON HAB/B, R .E. No. 83156 DATE VICTOR A. ELIA DATE ,�. ���� �v F/LE NO. C17Y ENGINEER P.E. No. 64803 gTE•0F�F0(i� ELEVATION.• 1267.104 MSL LOTS 3-10 &27-33 C/rY OF LAKE ELSINORE DATE. 07-20-2021 SEE SHEET NO. 1 FOR DESC. 21-309 CONSTRUCTION NOTES OI /ASTAU PAMT 4'SCfMtE 40 PVC PIPE®0.5X MN 20PF aP AS SHOWN aV PUW. O2 /NSIAU NOS 6'RMIAO 0Y Y150 ON 6--VIE-O SUN OR A-RWWO faX INSTALL 849N MP711 ALUUSTMENIS AS HE0/XREO O /ASTALL PRIME 4'SCHEDULE 40 P.VC PIPE)71ROMV CURB PER&7NL ON SHEET 3(SCOPE VARIES fROI//N1ERT AI70 70 CURB®IX MN).. OS DROP G4MY R OMV O /A5TALC 3'X 11'MAMF/E TRASH PAO 16 LMAC RE9h2bV84C MNEWAYAPPR0401 PER 69Y OF LAKE LZSAVRE STANaW 117 PER STREET/MPAOVEMEM PLANS fOR)NOT 30698 �sT SEE SHEET NO . 7 STREET- ds� \ / 1 30ga 69 IN <p �' \ \syI i ^ 9007 T 2g g0.79 1 1 ^_ _ 61 IN1T Fs ry -- S� 1 2`-r +,c _ 1'' _____- dp J-'- c FS . - F g 84 72/N � ___. 1 I 3r rn' 1 3 0 INV n •off�y1, do ., h J \ 4 f I \ 7 I FS I 1 g 1.0/ !91.0 INV NP x 89 7.6 5C Ha 90.2 I� � 5 111 f0�3 57 x � g3.3 1 93 3 INV 11. HP k, HP 87.7/NV 'N I P I HP 6 GF'j4g4 g0 V' ^ 1 ae/l'i HP 83.4 I. 1 k QA - �,fy I= +e PT 4 1 7 a�i'12 tip Zt ..tiA. /' �� �r ��e o �Ba�r 1 ^I 1- B.9 > to ael N 7..8/N I^ I p.4 IN 1 1 N 4 j494.9 m 2 I �• lq)99� l 4/Ny '1 NP h �j PAD" 97 v•i HP 1 f3 FYsYV 54 6 90. 1 1 IN 2 2% Gly s 6C 1 g1.3 ^1 $ 9. Gf 149 iG 2 <" N hA 0 2 / 1 f1= 1490.07 Ik 1 112 1, NP V 6 O h\ III 1>I S INV I 1 s' GF- 1489.40 87.9/NV 1" Pam_1f49 1 s �1 111 FIB 2 g2.6 3 N P'10=1485.10 1 k IC`\p FF- 2.00 1 QAD�149257 NP o 4 '^^9 _ 149 BSI �1 NI �3 G 1RBSl0 I�^ �_ 1 N f1 I GNP7 149 g0 01 1 92.6 oo �P 2% y q h oIz �' t� � 748 HP 1 HP NP, * 1 Bh 1 �8.7 ��� 77 �_- 2X 2"T __ I Na' 1 yBAp �.__ 2% o H� 2% q g 00' 8 GW ti V _ 1 2X 2Z --�� K 28B.1/NV 88.1/N 2 90.7 INV NQ 2 50.00, 291.E INV _ 4 T 1 90.7/N .8 I 2 1 62.03' 68.81 A. 21.26' P !1 /J S E SEE A N NOTE. REFER TO APPROVED ROUGH GRADING PLANS DELTA 1 FOR TRACT 30698. REFER TO APPROVED 57REET IMPROVEMENT PLANS FOR 7R4CT 30698. REFER TO APPROVED SEWER AND WATER PLAN FOR TRACT 30698. REFER TO APPROVED STORM DRAIN PLANS FOR 7RACT 30698. O ES o 1. WALLS AM FENCES SHALL BE CONSTRUCTED PER a SEPAR47F PLANS AND PERMIT. a 20" O 20' 40' 2. THE CONTRACTOR SHALL BE RESPONS/BLE 77 COORDINATE C WORK/N CLOSE PROXIMITY WITH 77iE 41T/L/7/E5" 377FUCIURES, ENG-2021-0242 SCALE 1"=20' DRAINAGELANOSCAP/NG, ETC a MAR ENG DATE RfWS/DNS APPR. DAT THESE PL41t15 HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY, SQL CITY OF LAKE ELS/MORE SHEET APPROPRIATE CONDIT70N5 OF OEVELOPMENT AND/OR C17Y AND STA7E ROFESSL LAWS AND HAVE BEEN FOUND ACCEPTABLE ��?Spry q 0 ✓� �E/VGTymmms 6 0 CIVIL ErvcwEER5•PurvgERSI UR EYORS ^ H C 1860 WMPTCN AANVE,WE 00.CMN,CA. - )0.951-73<-2130 TRACT MAP NO. 30698 [J � M O} f w No.s48o3 m PRECISE GRADING PLAN - SET A" OF SCALE. 9-15-2021 �/;,z FQ. 08/13/2021 0p6/30/23 a BENCHMARK.• LOTS 1-10 27-36, 97-115 SHEETS f51-158 EMMON HAB/B, R.C.E. No. 83156 D47F VICTOR A. ELIA D47E ,�, CIVI �Q. EC-30-80 FILE No. C/TYENG/NEER P.E. No. 64803 gTfOFCgI1F0�� ECEVAT/ON.• 1267.f04MSC LOTS 109-116 CITY OF LAKE ELS/NORE D47F' 07-20-2021 SEE SHEET NO. 1 FOR DEEM 21-310 CONSTRUCTION NOTES OI INSTALL PRNAIE 4'SCHEDULE 40 PVC PIPE®O.SX MN SCa9E a4 AS SHOWN aV PLAN. OINSTALL A9S 6-fiWAO GWATE/50 ON 6-9PEE-O BASIN OR A-M4V faW INSTALL B4-9N SPIN "11s1kfNIS AS F0L9RE0 OINSTALL PANT 4'SCNEOU/F 40 P.VC PIPE 7/IROMV CURB PER MTV ON SHEET 3(SLOPE VARIES FROW/PERT AT 70 70 CURB 0 1X MV).. �tY{7 5 afl6°GARAGE F00MV - - - O6 /NSTALL 3'X 11'COYCRE/E 7R4SN PAD y------- - --_' TJd 5 -- 2.5 3, 16 EXd'RNG RESbLNll4L ORWYAYAPPR040 PER XY OF LAKE R-9AVRE `Q� 37.34. -• ------ �- Z 47° 21.90' 921 i 6 2 2 y 0 %r ry Q •51 �9� ? 27.46' 9 -_J (� ._ w .1 9.76' 937/NV - 2X 92.1/ 2 © M � �_ Q _ 2% ?� �} _ r __- . 2A 2A HP. � Ri I STANB4R0 117 PER SIRE£T/MPROV£MENT PLANS FOR TRACT.T069B 6 7 �- id 2 95. /NV FY/W 34 I NIE I. _ / >qg PLAN.k,•PY �/// G•\\� Al1 f06 PG 2C 1 496.40 1497.07 Ik �� PAD=>495.40 NP oz 3 h I 7 � 149g� I 1496.40 HP HP olZ PP 6' N 2 T �� 94.B/NV I 5. 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REFER TO APPROVED STREET IMPROVEMENT PLANS FOR TRACT 30698. REFER TO APPROVED SEWER AND WATER PLAN FOR TRACT 30698. a REFER TO APPROVED STORM DR41N PLANS FOR TRACT 30698. 20' 0 20' 40' NOTES.' 1. WALLS AND FENCES SHALL BE CONSTRUCTED PER d SCALE 7=20' SEPAR47E PLANS AND PERM/T. a 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORD/N47Y WORK/N CLOSE PROXIM17Y WITH THE U77LI77ES, STRUCTURES, ENG-2021-0242 DRAINAGE, LANDSCAPING, ETC. UARR ENG. DATE REVISIONS APPR. DAT THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE PREPARED BY.• 'SFAL 7 i APPROPRIATE COND177ONS OF DEVELOPMENT AND/OR C17Y AND STATE ROFESS CITY OF LAKE ELS/NORE SHEET / o LAWS AND HAVE BEEN FOUND ACCEPTABLE patati n� 4/ �E/VG//VEERS o I...COMPTON FVCENUEE,ESUREE100-0-ARC'-E30R0.s51-i34-s130 TRACT MAP NO. 30698 8 i No.s48o3 m SCALE.• PREC/SE GRADING PLAN - 'SET A" OF 9-15-2021 z - �Q. 08/13/2021 P•6/30/13 a BENCH MARK. L075 1-10 27-36, 97-118 SHEETS ////��� �' f51-158 * * EL-30-BO FILE No. EMON HAB/B, R.C.E. No. 83756 DATE VICTOR A. ELIA OgTE ,> 1V1 �p 017Y ENGINEER P.E. No. 64803 4TfOFCAUFO�� ELEMAON..• 1267104 MSL LOTS 97-108 017Y OF LAKE ELSINORE OATE.• 07-20-2021 SEE SHEET NO. 1 FOR DESC. 21-311 NO.41 a2'E I319 40' EROSION CONTROL NOTES.' 1. /N CASE OF EMERGENCY, CALL LARRY L/ESEL AT 951-258-4890. EROSION CONTROL LEGEND. O O O O O O 0 O 0 O 2. ALL PUBLIC STREETS SHALL BE MAINTAINED FREE OF OUST AND SEDIMENT CAUSED SY GRAD/NG OPERATIONS. SILT FENCE TRACT SOUNDAR� O ---- O O 0 J. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVA/CABLE AT ALL STORK COURT TIMES. NECESSARY MATERIALS SHALL SE AVAILABLE ON-SITE AND TRACT BOUNDARY ,% ____, O O O STOCKP/LED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION - OF EMERGENCY DEVICES WHEN RAIN/S IMMINENT. ------------- SE- FIBER ROLL \ O II 4. EROSION CONTROL DEVICES SHOWN ON THIS PLAN MAY BE REMOVED A NS- I�EH/CIE STORAGE AND MAINTENANCE N O O O O 0 O O 0 \ O O I i WHEN APPROVED BY THE BUILDING AND SAFETY/PUBL/C WORKS INSPECTOR IF THE GRADING OPERATION HAS PROGRESSED TO THE POINT WHERE THEY C WM-6 CONCRETE WASHOUT MANAGEMENT O O O ARE NO LONGER REQUIRED I M WM-f &2 MATERIAL USE AND STORAGE SEE PLAN SET RCN 1 O O = 5. GRADED AREAS ADJACENT TO FILL SLOPES LOCATED AT THE SITE PER/METER MUST 0 SE STORM DRAIN INLET PROTECTION o-; O O O O 0 O O DRAIN AWAY FROM THE TOP OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. EC- &4 HYDRAULIC MULCH/HYDROSEED/NG O II SNORE 6. ALL SILT AND DEBRIS SHALL BE REMOVED FROM ALL DEVICES WITHIN 24 SE FIBER ROLL - O LL RD HOURS AFTER EACH RAINSTORM. COURT .,____ ►� E TC-1 STAB/L/ZED CONSTRUCAON ENTRANCE OPEN SPACE WIZAR� W 7. A GUARD SHALL BE POSTED ON THE SITE WHENEVER THE DEPTH OF WATER IN ANY DEVICE EXCEEDS 2 FEET. THE DEVICE SHALL SE DRAINED OR 06AVELB405 I I O O O O O m oO O O PUMPED DRY WITHIN 24 HOURS AFTER EACH RAINSTORM. 0 O I U 8. EXCEPT AS OTHERWISE APPROVED SY THE BUILDING AND SAFETY O O Q O INSPECTOR, ALL REMOVABLE PROTECT/VE DEVICES SHOWN SHALL BE/N PLACE AT THE END OF EACH WORKING DAY OR WEEKENDS WHEN THE N037'10'E ss9s8' O O O O O 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 409 0 O V O > 9. ALL LOOSE SOIL AND DEBRIS WHICH MAY CREATE A POTENT/AL HAZARD ° TO OFF-SITE PROPERTY SHALL BE REMOVED FROM THE SITE AS DIRECTED SY THE PUBLIC WORKS INSPECTOR. 10. THE PLACEMENT OF ADDITIONAL DEVICES TO REDUCE EROSION DAMAGE O O O O WITHIN THE SITE SHALL BE AT THE DISCRETION OF THE CITY ENGINEER. 11. DES/LT/NG BASINS MAY NOT SE REMOVED OR MADE INOPERABLE O j O ) O L9NE O OO TYR 2 O BETWEEN OCTOBER 1 AND MAY 1 WITHOUT THE APPROVAL OF THE CITY INSPECTOR. 12 EROSION CONTROL DEVICES SHALL NOT BE MOD/PIED WITHOUT THE O O O O 2 O APPROVAL OF THE CITY ENGINEER. O1YP.2 � , V O a O 0 .Q�E O O 2 13. REVISED PLANS SHALL BE SUBMITTED TO THE C/TY FOR APPROVAL. 0 SEE PLAN SET S' O C�/'`� a - 11 11 i 2 TYP.O ° Q 14. THE CONTRACTOR SHALL SUPERV/SE EROSION CONTROL WORK/N ACCORDANCE WITH THE APPROVED PLANS. THE WORK ALSO /NCI ODES, BUT /S NOT LIMITED TO, INSPECT/ON OF EROSION CONTROL MEASURES BEFORE O O z O O RAINSTORM AND 5-DAY PROBABILITY RAIN FORECAST. 15. DURING ROUGH GRADING OPERATIONS AND PR/OR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL (BEST O O MANAGEMENT PRACTICES, SUPS) SHALL BE PROVIDED TO PREVENT POND/NG WATER AND DAMAGE TO ADJACENT PROPERTIES � ' • I 16. IMPLEMENT FUG/T/VE DUST CONTROL MEASURES DUST BY WATERING OR - nn 0 O O O \/ OTHER APPROVED METHODS /N COMPLIANCE WITH SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT(SCAOMD) RULE 403. N0.33'18 E 1978.42' 17.. FOR SLOPES 3.•1 (H.•V) OR STEEPER.- SLOPES EQUAL TO OR GREATER THAN 3 FEET IN VERTICAL HEIGHT SHALL BE PLANTED WITH DROUGHT TOLERANT GRASS OR GROUND COVER AT A MAX/MUM SPACING OF 12 INCH ON CENTER. SLOPES EXCEEDING 15 FEET IN VERTICAL HEIGHT SHALL BE INDEX MAP PLANTED WITH APPROVED SHRUBS NOT TO EXCEED 10 FEET ON CENTER OR TREES SPACED NOT TO EXCEED 20 FEET ON CENTER OR SHRUBS NOT SCALE f-100' TO EXCEED 10 FEET, OR A COMB/NAT/ON OF SHRUBS AND TREES NOT TO EXCEED 15 FEET IN ADDITION TO THE GRASS OR GROUND COVER. SLOPES THAT REQUIRE PLANTING SHALL SE PROVIDED WITH AN IN-GROUND IRRIGATION SYSTEM EQUIPPED WITH AN APPROPRIATE BACKFLOW DEVICE PER CALIFORNIA PLUMBING CODE, CHAPTER 6. THE SLOPE PLANTING AND 10 GA. WIRE IRRIGATION SYSTEM SHALL BE INSTALLED PRIOR TO PRECISE GRADING FINAL T/ES 3 EA. 2'X 2"NO. 2 INSPECT/ON. EROSION CONTROL CONSTRUCTION NOTES.- FABRIC �1 INSTALL INLET PROTECT/ON PER DETAIL HEREON 4 EA. O WOVEN FABR/C I 21 INSTALL SILT FENCE PER DETAIL HEREON 3800 L.F. /S AMOCO IJ80 SILT STOP W ANCHOR FABR/C INLET PIPE -PAD o NOTE• s F-A ^� REFER TO APPROVED ROUGH GRADING PLANS DELTA 1 FOR I TRACT 30698. REFER TO APPROVED STREET IMPROVEMENT EXIST. ORig III -J���J�� WATER PLAN TRACTTRACT 30698. ;a REFERPLANS FOR TO APPROVED SEWER AND SECTION ' "— a" PROPOSED � 8"SO. REFER TO APPROVED STORM DR41N PLANS FOR TRACT 30698. 3"MIN. OPENING BETWEEN LA wrs FRONT VIEW BAGS ON TOP ROW GROUND S/DE V/EW NOTES:q 100' O 100' 200' 300' n INLET PROTECT/ON (CASOA SE-10) ICI SlL/ FEL V CE 1. WALLS AND FENCES SHALL BE CONSTRUCTED PER a 2 SEPAR47Y PLANS AND PERMIT. a SCALE/N FEET N.T.S. 2 THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK/N CLOSE PROXIMITY WITH THE UALIAES STRUCTURES, ENG-2021-0242 DRAINAGE, LANDSCAPING, Erc. IWARK ENG. DATE REVISIONS APPR. DAT THESE PLANS AAPF BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED SY. SEAL CITY OF LAKE ELS/MORE SHEET 8 APPROPRIATE COND/T/ONS OF DEVELOPMENT AND/OR C/TY AND STATE QRpFESSIp� E LAWS AND HOVE BEEN FOUND ACCEPTABLE ��9,`�tae a •4!' ENG/NEER3 0 ti 9 CIVIL ENGINEERS•PLANNERS,SURVEYORS q 1880 COMPTON AVENUE,SUITE 100.CORONA,CA,92881-33701951-734-2130 TRACT MAP NO. 3- 8 O NO T SCALE. PREC/SE GRAD/1G PLAN - SET A" OF g_�5.202� SJtb 08/13/2021P•6/30/23 a BENCH MARK. SHEETS V�- =f00' LOTS 1-f0 27-36, 97-116, EMON K4B/B, R.C.E. No. 83156 DATE VICTOR A. ELIA DATE R-30-80 t51-158CIVA. FILE No. P.E. No. 64803 q Fcww ��o ELEYAAON.• 1267,104 MSL CITY ENGINEER OFCquF�� CITY OF LAKE ELS/NORE 07-20-2021 SEE SHEET NO 1 FOR DESC. EROSION CONTROL PLAN 21-312 LkiTE.•