ATT 6 - Project Plans MDP, MAP, GRADING — Murrieta City Council, October 3, 2023

MURRIETA CREEK

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NEW CLAY AVENUE

B STREET

STREET BSTREET A
54 23
4142
79 S35°55'11"E
N48°13'09"E 424.18'
N35°55'11"W
1107.44'
S41°43'40"E 721.34'
N48°13'27"E 300.09'
S41°43'13"E 341.34'
3943 4044
LOT B
45 62
46 35
61 47 36
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55 LOT D
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16 6
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17 8
34 57LOT E
N48°13'09"E 159.65'
LOT C
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LOT 57LOT E
LOT F
LOT 39LOT 43 LOT 40LOT 44LOT 45
LOT 62
LOT 46 LOT 35
LOT 61
LOT 47 LOT 36
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LOT 48 LOT 37
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LOT 41LOT 42
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PUBLIC RW

ALLEY A (PRIVATE)

ALLEY B (PRIVATE)ALLEY B (PRIVATE)
4TH STREET

ALLEY B (PRIVATE)

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TOPOGRAPHY SOURCEAERIAL DRONE SURVEY PERFORMED BYHUNSAKER AND ASSOCIATES, SAN DIEGO, INC.ON NOVEMBER 9, 2020FIELD TOPOGRAPHY PERFORMED BYCL SURVEYING AND MAPPING, INC.ON AUGUST 6, 2021 GENERAL NOTES1.TOTAL EXISTING GROSS SITE AREA: APPROX. 21.365 ACRESTOTAL PROPOSED GROSS SITE AREA: APPROX. 21.759 ACRESTOTAL NET SITE AREA: APPROX. 12.417 ACRES= GROSS SITE AREA (21.759 AC) - PUBLIC STREET DEDICATION (2.590 AC) - OPEN SPACE DEDICATION (6.752 AC)2.EXISTING LAND USE: VACANT3.PROPOSED LAND USE: SINGLE FAMILY RESIDENTIAL AND OPEN SPACE4.TOTAL NUMBER OF DWELLING UNITS: 1245.TOTAL NUMBER OF PROPOSED LOTS: 69RESIDENTIAL LOTS: 62 OPEN SPACE LOTS: 4 PRIVATE ALLEY LOTS: 3 6.ASSESSOR'S PARCEL NUMBERS: 906-193-001, 906-20-001, 906-200-002,906-212-001, 906-221-001, 906-221-0027.EXISTING AND PROPOSED GENERAL PLAN LAND USE DESIGNATION: SP(DOWNTOWN MURRIETA SPECIFIC PLAN)8.EXISTING ZONING: VRS-1 (VILLAGE RESIDENTIAL SINGLE-FAMILY)9.NET DENSITY: 9.986 DU/AC (124 DU'S/12.417 AC)10.AVERAGE DAILY TRIPS: TBD ADT (SEE TRAFFIC STUDY)11.TOTAL LANDSCAPED AREA: 3.702 ACRES (29.81% OF NET ACRES)12.TOTAL OPEN SPACE REQUIRED: 0 SFTOTAL OPEN SPACE PROVIDED: 372,195 SF13.TOTAL OFF-STREET PARKING REQUIRED: 2 GARAGE SPACES PER UNITTOTAL OFF-STREET PARKING PROVIDED: 2 GARAGE SPACES PER MAIN UNIT,1 SPACE PER ADU14.THE TENTATIVE TRACT MAP BOUNDARY CONTAINS THE ENTIRECONTIGUOUS OWNERSHIP OF THE LAND DIVIDER.15.THE PROJECT HAS MODERATE TO HIGH LIQUEFACTION POTENTIAL.16.ONSITE RUNOFF TO BE TREATED BY MODULAR WETLAND DETAINED BYBASINS SHOWN HEREON.17.PORTION OF SITE IS WITHIN ZONE A, AND REMAINDER IN ZONE X. THE SITEGRADING SHALL ELEVATE THE PROJECT OUT OF THE 100 YEARFLOODPLAIN.

NOT TO SCALE

VICINITY MAP

PROJECTSITE
SHEETS
DRAWING NO. SHT.NO. ENGINEER OF WORKDATEINITIALREVISION DESCRIPTIONFIELD BK:CITY APPROVAL

ENGINEERING DEPARTMENT

DATEINITIAL
SHEET

APPROVED
CHKD BY:DWN BY:RCE 63056PROJECT NO.DIRECTOR OF PUBLIC WORKS / CITY ENGINEERROBERT K. MOEHLINGDATE PREPARED BYDATE JUSTIN A. BROWNRCE NO. 85617EXP. DATE: 09/30/2024
SEAL:

SCALE APPROVED FOR SIGNATURE
VERTICAL PLAN CHECK ENGR. NAME TYPEDDATE PLAN CHECK FIRMRCE NO.

HORIZONTAL BENCH MARKDESCRIPTON:LOCATION:

RECORDED:ELEVATION:DATUM:

Save Date: Plot Date: 5/16/2023 5:45 PM5/17/2023 10:53 AMBy: JuabP:\D\DVPA00000001\0400CAD\EC\SHEETS\DEVELOPMENT PLAN\EC-CV-DP-001-DVPA00000001.dwgJustin BrownBy: File:
®41951 Remington Ave, Ste 220Temecula, CA 92590Phone: 951.294.9300 NG
TE
ANRO

AETFOLCAFI
CNo. 85617

ST IEGSR
LVII

I ENEIR E
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ISSFENAOL

JUSTIN A BROWN
COUNTY BENCHMARK "R-5 RESET 1983"
EL=1097.22NAVD88
NE OF THE "T" INTERSECTION OF KALMIA ST. AND 2ND 31' NE'LY OF THE CL OF 2ND AVE, 31' SE'LY OF THE CL OF KALMIA; 56' SE'LY OF PP#1594267E; 5' NE'LY OF A 4" X 4" STREET SIGN POSTRECORDED 1935, RESET 1983

CITY OF MURRIETA
DVPA00000001
8 IVY HOUSE DEVELOPMENT PLANRP-2021-2429, MDP-006-1884TENTATIVE TRACT MAP 34439CITY OF MURRIETA, CA LEGEND
PROPERTY LINERIGHT-OF-WAYLOT LINEEASEMENT2' BUILDING SETBACK LINE (BSBL)5' BUILDING SETBACK LINE (BSBL)18' BUILDING SETBACK LINE (BSBL)CENTERLINEGUTTER, FLOW, AND CURB LINETOP OF >20% SLOPETOE OF >20% SLOPESLOPE (2:1 MAX)FENCEFLOWLINESURFACE FLOWRETAINING WALLSIGN4-WAY STREET SIGNEXISTING SANITARY SEWERPROPOSED SANITARY LINE (SIZEPER PLAN)EXISTING STORM DRAIN LINEPROPOSED STORM DRAIN LINE(SIZE PER PLAN)EXISTING WATER LINEPROPOSED WATER LINE (SIZE PERPLAN)SANITARY SEWER MANHOLESTORM DRAIN MANHOLEFLOW ARROWFIRE HYDRANTPROPOSED STREET LIGHTCATCH BASINADA RAMP

HATCHING LEGENDLIGHT PAVEMENTREMOVE SIDEWALKHEAVY PAVEMENTREMOVE PAVEMENTSIDEWALKGRIND AND OVERLAYCONCRETEVEGETATIONGRAVELRIPRAP ABBREVIATIONSBLBIKE LANEBWBOTTOM OF WALLELEVELEVATIONEPEDGE OF PAVEMENTEXEXISTINGFFFINISH FLOORFGFINISH GRADEFLFLOW LINEFPFLOOD PLAINFSFINISH SURFACEGBGRADE BREAKIEINVERT ELEVATIONMHMANHOLENSFNET SQ. FT.NTSNOT TO SCALEPPAD ELEVATIONPIPOINT OFINTERSECTION (V.C.)P/LPROPERTY LINERCPREINFORCEDCONCRETE PIPERGROUGH GRADERWRECLAIMED WATERR/WRIGHT OF WAYSSEWERSDSTORM DRAINSFGROSS SQ. FT.SSSANITARY SEWERSWSIDEWALKTCTOP OF CURBTFTOP OF FOOTINGTWTOP OF WALLTYP.TYPICALVCVERTICAL CURVEWWATERWQWATER QUALITYRETAINING AREA BASIS OF COORDINATESTHE COORDINATES SHOWN HEREON ARE BASED UPON THE CALIFORNIACOORDINATE SYSTEM OF 1983, CCS83, ZONE 6, (2010.00 EPOCH) INACCORDANCE WITH THE CALIFORNIA PUBLIC RESOURCES CODESECTIONS 8801-8819; SAID COORDINATES ARE BASED LOCALLY UPONFIELD-OBSERVED TIES TO THE FOLLOWING NATIONAL GEODETIC SURVEYNETWORK, CONTINUALLY OPERATING REFERENCE STATIONS(CORS), OREQUIVALENT STATIONS:STATION NORTHING EASTING BILL 2154994.96 6313564.16 P474 2074324.58 6526718.86 ALL DISTANCES SHOWN HEREON ARE GROUND DISTANCES, ARE IN U.S.SURVEY FOOT AND HAVE BEEN SCALED FROM GRID ABOUT THE 3" BRASSDISK IN WELL MONUMENT LOCATED AT THE INTERSECTION OF NEW CLAYST AND B ST. GRID DISTANCES CAN BE OBTAINED BY DIVIDING GROUNDDISTANCES BY A COMBINED FACTOR OF 1.0000857556 BENCHMARK STATEMENTNAVD88 PER COUNTY BENCHMARK "R-5 RESET 1983" EL=1097.22 (NODE4011) AND BENCHMARK Z-9707 PER COUNTY 3 WIRE LEVELING NOTESEL=1083.249 (NODE 4122).

DEVELOPER CONTACTS
DEVELOPERDIVERSIFIED PACIFIC10621 CIVIC CENTER DRIVERANCHO CUCAMONGA, CA 91730909.481.1150 CIVIL ENGINEERDAVID EVANS AND ASSOCIATES41951 REMINGTON AVE STE 220TEMECULA, CA 92590951.294.9300 SOILS ENGINEERPETRA GEOSCIENCES40880 COUNTY CTR DR, STE MTEMECULA, CA 92591951.600.9271 ENVIRONMENTALHELIX ENVIRONMENTAL PLANNING, INC.16485 LAGUNA CYN RD STE 150IRVINE, CA 92618949.234.8770 LANDSCAPEARCHITECTRHA LANDSCAPEARCHITECTS-PLANNERS,INC.6800 INDIANA AVE #245RIVERSIDE, CA 92506951.781.1930 OWNERDIVERSIFIED PACIFIC DEVELOPMENT GROUP, LLC10621 CIVIC CENTER DRIVERANCHO CUCAMONGA, CA 91730(909) 481-1150 GENERAL DESIGN NOTES1.ALL GRADING FOR PROPOSED AND FUTURE STREETS SHALL CONFORM TOTHE CITY OF MURRIETA DESIGN STANDARDS AND AS REQUIRED BY THECITY ENGINEER.2.ALL EASEMENTS SHALL BE PROVIDED, REMOVED, OR RELOCATED ASREQUIRED BY THE CITY ENGINEER, PUBLIC UTILITIES, AND THEIRAPPROPRIATE DISTRICTS.3.ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND.4.FINISHED GRADES ARE APPROXIMATE ONLY AND SUBJECT TO CHANGE ATFINAL DESIGN, CONSISTENT WITH THE CITY'S SUBSTANTIALCONFORMANCE GUIDELINES.5.SOILS INFORMATION WAS OBTAINED FROM THE PRELIMINARY SOILSREPORT PREPARED BY: PETRA GEOSCIENCES DATED 11/17/2020.6.EXACT GRADING DESIGN SHALL BE DONE AT FINAL ENGINEERING PER THEFINAL GRADING PLAN AND APPROVED HYDROLOGY REPORT.7.GRADED SWALES SHALL HAVE A MINIMUM OF 1% FLOW LINE GRADE.8.ALL STREET DESIGNS, STREET LIGHTS, AND FIRE HYDRANTS TO CONFORMTO THE CITY OF MURRIETA DESIGN STANDARDS AND AS REQUIRED BYTHE CITY ENGINEER.9.LANDSCAPING AND TREE PLANTING SHALL BE PER THE MURRIETALANDSCAPE MANUAL.10.ALL STREET DESIGN SHALL CONFORM TO THE CITY OF MURRIETA DESIGNSTANDARDS AND AS REQUIRED BY THE CITY ENGINEER.11.CUL-DE-SAC CURB GRADES SHALL BE A MINIMUM OF 1%.12.THE SUBDIVIDER/DEVELOPER SHALL PROVIDE AND INSTALL APPROVEDSTREET LIGHT STANDARDS AND FIXTURES IN THE TYPE AND NUMBERAPPROVED BY THE CITY OF MURRIETA, THE PUBLIC WORKS DEPARTMENT- TRAFFIC SECTION AND PER THE CITY'S STREET LIGHT CONSTRUCTIONSTANDARDS. STREET LIGHTS AS SHOWN ON THIS MAP ARE TO BE USEDAS AS A GUIDE ONLY.13.THE PROPOSED STORM DRAIN SYSTEM SHALL BE PRIVATELY MAINTAINEDBY THE HOME OWNERS ASSOCIATION.14.THE SITE IS NOT LOCATED WITHIN A CURRENT DESIGNATED EARTHQUAKEFAULT ZONE.15.DRY UTILITIES SHALL BE PLACED IN ALLEYS.

LOTNO.GROSSLOTAREA(SF)PLANTYPEBLDGCOVERAGE(TOTAL) (SF)
HARDSCAPE/DWYAREA(SF)LANDSCAPEAREA (SF)LOTCOVERAGE (%)TOTAL BLDGFLOOR AREA(SF)FLOORAREARATIO*(%) 17,86131,9322,0183,463253,92450 27,01412,1741,9082,365312,74139 36,75022,0251,6332,847303,74355 46,48631,9322,0242,082303,92460 56,34112,1741,7311,869342,74143 66,06622,0251,5842,212333,74362 75,68331,9321,8571,446343,92469 85,75312,1741,5421,470382,74148 95,60022,0251,3072,023363,74367 105,30431,9321,8561,068363,92474 115,30412,1741,5041,059412,74152 125,30422,0251,3821,652383,74371 135,30422,0251,6331,291383,92474 145,30412,1741,640923412,74152 155,30422,0251,1501,884383,74371 165,20031,9321,6491,171373,92475 175,72012,1741,5881,391382,74148 186,15831,9321,5392,239313,92464 195,72122,0251,4092,042353,74365 205,72112,1741,5881,392382,74148 215,72131,9321,5531,788343,92469 226,59022,0251,3262,994313,74357 235,86512,1741,6581,466372,74147 246,08131,9321,5862,115323,92465 256,33522,0251,6042,461323,74359 266,56912,1741,7092,119332,74142 276,69731,9321,8762,441293,92459 286,72022,0251,6362,814303,74356 296,72012,1741,7842,195322,74141 306,72031,9321,9792,361293,92458 316,72022,0251,5762,874303,74356 326,72012,1741,7862,193322,74141 336,72022,0251,5762,874303,74356 347,31931,9321,8673,072263,92454 357,81831,9321,8893,549253,92450 367,20012,1741,9012,558302,74138 377,20022,0251,5933,337283,74352 387,20031,9321,8652,955273,92455 397,20012,1741,9232,536302,74138 408,04922,0251,6534,126253,74347 417,84931,9321,8653,604253,92450 427,20012,1741,9392,520302,74138 437,26022,0251,6543,336283,74352 447,19331,9321,8652,948273,92455 457,10512,1741,9002,464312,74139 466,89622,0251,7102,916293,74354 476,64331,9321,8662,397293,92459 486,39112,1741,7581,892342,74143 496,15522,0251,3802,505333,74361 506,83831,9321,6402,818283,92457 519,03012,1741,6684,621242,74130 529,26622,0251,2825,714223,74340 535,55331,9321,5441,629353,92471 545,63912,1741,5681,330392,74149 555,51222,0251,3141,928373,74368 565,50012,1741,5741,185402,74150 579,53031,9321,8655,285203,92441 586,45931,9321,8652,214303,92461 596,24912,1741,7121,796352,74144 606,24922,0251,5022,477323,74360 616,24931,9321,8652,004313,92463 626,90112,1741,8022,358322,74140 PLANTYPE# OFUNITS# OFBDRMS1STFLOOR(SF)2NDFLOOR(SF)LIVINGAREA (SF)PORCH/LOGGIA(SF)GARAGE(SF)PLANAREA* (SF) 1213230123011874402928 21941465147329386958054438 32251601154431454867794410 COVERAGE AND F.A.R. SUMMARYARCHITECTURAL SUMMARY
LEGAL DESCRIPTIONSEE SHEET 2 FOR COMPLETELEGAL DESCRIPTION

PROJECT SUMMARY
NEOTRADITIONAL RESIDENTIAL STANDARDSRESIDENTIAL DENSITY (DU/NET ACRE)3.5 MINIMUM LOT AREA (SQ. FT.)5,000 MINIMUM LOT WIDTH (FEET)50 MINIMUM LOT DEPTH (FEET)100 MAXIMUM BUILDING HEIGHT (FEET)30 MINIMUM YARD/PARKING SETBACKSFRONT YARD SETBACK (FEET)10 - to house,5 - to porch SIDE YARD SETBACK INTERIOR (FEET)5 SIDE YARD SETBACK @ CORNER STREET(FEET)10 ALLEY SETBACK (FEET) >2' STREETSCAPE PROGRAMLOCAL RESIDENTAL ROADSTRAVEL LANE (FEET)10 PARKING WIDTH (FEET)8 PARKWAY (FEET)12 NEW CLAY AVENUETRAVEL LANE (FEET)12 PARKING WIDTH (FEET)8 PARKWAY (FEET)5 SIDEWALK (FEET)5 VEGETATED BUFFER (FEET)3 B STREETTRAVEL LANE (FEET)12 PARKING WIDTH (FEET)8 PARKWAY (FEET)5 SIDEWALK (FEET)5 BIKE LANE (FEET)5

MASTER DEVELOPMENT PLAN

DEVELOPMENT PLANDIVERSIFIED PACIFIC, LLCCOVER SHEET
RP-2021-2429, MDP-2021-2430
SHEET INDEXSHEET 1..........COVER SHEETSHEET 2..........EXISTING CONDITIONS & LEGALDESCRIPTIONSHEET 3..........TENTATIVE TRACT MAPSHEET 4..........

DETAILS AND TYPICAL SECTIONSSHEET 5..........GRADING SECTIONSSHEET 6..........

CONCEPTUAL GRADING PLANSHEET 7..........CONCEPTUAL GRADING PLAN SHEET 8..........PHASING PLAN
1 SFAC% OF SITE TOTAL EXISTING SITE AREA 930,654 21.36100.00% RESIDENTIAL LOTS 418,339 9.6044.95% PUBLIC RIGHT-OF-WAY DEDICATION 112,805 2.5912.12% PRIVATE ALLEY AREA (LOTS A-C) 48,673 1.125.23% PRIVATE OPEN SPACE (LOTS D-E) 70,499 1.627.58% TOTAL DEVELOPMENT FOOTPRINT* 650,316 14.9369.88% OPEN SPACE DEDICATION (LOTS F-G) 297,515 6.8331.97% *PLAN AREA INLCUDES LIVING AREA (MAIN UNIT + ADU), PORCH/LOGGIA, AND GARAGE.

DATE PLOTTED:3/29/2022

UTILITY CONTACTS
WATERWESTERN MUNICIPAL WATERDISTRICT (WMWD)14205 MERIDIAN PARKWAYRIVERSIDE, CA 92518951.571.7276SEWERRANCHO CALIFORNIA WATERDISTRICT (RCWD)42135 WINCHESTER ROADTEMECULA, CA 92590951.296.6975 NATURALGASSOCAL GAS25620 JEFFERSON AVE,MURRIETA, CA 92562800.427.2200TELEPHONEFRONTIER844.888.1006 ELECTRICITYSOUTHERN CALIFORNIA GAS26100 MENIFEE ROAD,ROMOLAND, CA 92588800.655.4555CABLE TVCOMCAST556 BIRCH STREETLAKE ELSINORE, CA888.892.2253 TRAFFICSIGNALSMURRIETA TRAFFIC BUREAU1 TOWN SQUAREMURRIETA, CA 92562951.304.2489SCHOOLDISTRICTMURRIETA VALLEY UNIFIEDSCHOOL DISTRICTCONTACT: DENISE UMPRESS951.696.1600, EXT:1182 *PUBLIC R/W TO BE MAINTAINED BY CFD SHOULD ONE BE FORMED. *OPEN SPACE TO BE MAINTAINED BY QUALIFIED 3RD PARTY.*OPEN SPACE INCLUDES EQUESTRIAN TRAIL UNIVERSAL DESIGNMAIN DWELLING UNITS ON 10 LOTSWITH FOOTPRINT 1 SHALL BEDESIGNED TO UNIVERSAL DESIGNGUIDELINES TO COMPLY WITH THEUNIVERSAL DESIGN ORDINANCE *BLDG COVERAGE EXCLUDES THE ADU FOOTPRINT.

STREET C

MURRIETA CREEK

RCFCWCD/ACOE R/WCDFW JURISDICTION

CDFW JURISDICTION
EX. JAPANESE ZELKOVA
EX. SILVER DOLLAR GUM
EX. SHAMEL ASH
EX. SHAMEL ASHEX. FREMONT COTTONWOODEX. ARROYO WILLOW

FEMA FLOODWAY LIMITS

PROPERTY LINE

ZONE XZONE A ZONE XZONE A

EXISTING CHAINLINK FENCE

EXISTINGBUILDING
APN: 906221002
APN: 906221011
APN: 906221014
APN: 906200013
APN: 906200012
APN: 906184001
2SHEETS
DRAWING NO. SHT.NO. ENGINEER OF WORKDATEINITIALREVISION DESCRIPTIONFIELD BK:CITY APPROVAL

ENGINEERING DEPARTMENT

DATEINITIAL
SHEET

APPROVED
CHKD BY:DWN BY:RCE 63056PROJECT NO.DIRECTOR OF PUBLIC WORKS / CITY ENGINEERROBERT K. MOEHLINGDATE PREPARED BYDATE JUSTIN A. BROWNRCE NO. 85617EXP. DATE: 09/30/2024
SEAL:

SCALE APPROVED FOR SIGNATURE
VERTICAL PLAN CHECK ENGR. NAME TYPEDDATE PLAN CHECK FIRMRCE NO.

HORIZONTAL BENCH MARKDESCRIPTON:LOCATION:

RECORDED:ELEVATION:DATUM:

Save Date: Plot Date: 1/30/2023 9:29 AM5/17/2023 10:54 AMBy: MbecP:\D\DVPA00000001\0400CAD\EC\SHEETS\DEVELOPMENT PLAN\EC-DP-002-DVPA00000001.dwgJustin BrownBy: File:
®41951 Remington Ave, Ste 220Temecula, CA 92590Phone: 951.294.9300 NG
TE
ANRO

AETFOLCAFI
CNo. 85617

ST IEGSR
LVII

I ENEIR E
EDRROP

ISSFENAOL

CITY OF MURRIETA
DVPA00000001
8 DEVELOPMENT PLANDIVERSIFIED PACIFIC, LLCEXISTING CONDITIONS & LEGAL DESCRIPTION RP-2021-2429, MDP-2021-2430
PARCEL 1LOTS 1 THROUGH 12, INCLUSIVE, IN BLOCK 21; LOTS 1 THROUGH 6, INCLUSIVE, IN BLOCK 22; LOTS 1THROUGH 12, INCLUSIVE, IN BLOCK 27; AND LOTS 1 THROUGH 12, INCLUSIVE, IN BLOCK 28 OF THETOWN IN MURRIETA, IN THE CITY OF MURRIETA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, ASSHOWN BY MAP ON FILE IN BOOK 8, PAGE 359 OF MAPS IN THE OFFICE OF THE COUNTY RECORDEROF THE COUNTY OF RIVERSIDE.TOGETHER WITH THOSE CERTAIN UNNAMED ALLEYS INCLUDED WITHIN BLOCKS 27 AND 28 ANDTHOSE PORTIONS OF JUNIPER STREET, "C" STREET, CLAY AVENUE, 4TH AVENUE, AND 5TH AVENUEAS SHOWN ON SAID MAP, VACATED BY RESOLUTION OF THE BOARD OF SUPERVISORS OF THECOUNTY OF RIVERSIDE, A CERTIFIED COPY OF WHICH WAS FILED FOR RECORD ON DECEMBER 12,1944, IN BOOK 656, PAGE 175 OF OFFICIAL RECORDS, WHICH WILL PASS WITH THE CONVEYANCE OFSAID LOTS BY OPERATION OF LAW.PARCEL 2LOTS 1 THROUGH 6, INCLUSIVE, IN BLOCK 25, AND LOTS 1 THROUGH 12, INCLUSIVE, IN BLOCK 26 OFTHE TOWN OF MURRIETA, IN THE CITY OF MURRIETA, COUNTY OF RIVERSIDE, STATE OFCALIFORNIA, AS SHO9WN BY MAP ON FILE IN BOOK 8, PAGE 359 OF MAPS, IN THE OFFICE OF THECOUNTY RECORDER OF THE COUNTY OF RIVERSIDE.TOGETHER WITH THAT CERTAIN UNNAMED ALLEY INCLUDED WITHIN SAID BLOCK 26 AND THOSEPORTIONS OF "C" STREET, "D" STREET, CLAY AVENUE, 4TH AVENUE, AND 5TH AVENUE AS SHOWNON SAID MAP, VACATED BY RESOLUTIONS OF THE BOARD OF SUPERVISORS OF THE COUNTY OFRIVERSIDE, CERTIFIED COPIES OF WHICH WERE FILED FOR RECORD ON DECEMBER 12, 1944 INBOOK 656, PAGE 175, OCTOBER 2, 1963 AS INSTRUMENT NO. 103973, AND AMENDMENT THERETORECORDED OCTOBER 31, 1963 AS INSTRUMENT NO. 115713, ALL OF OFFICIAL RECORDS, WHICHPASS WITH THE CONVEYANCE OF SAID LOTS BY OPERATION OF LAW.PARCEL 3LOTS 1 THROUGH 6, INCLUSIVE, IN BOOK 33, ALL IN THE TOWN OF MURRIETA, CITY OF MURRIETA,COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 8, PAGE 359 OFMAPS IN THE OFFICE OF THE COUNTY RECORDER OF THE COUNTY OF RIVERSIDE.TOGETHER WITH THAT PORTION OF 5TH AVENUE, LYING BETWEEN THE SOUTHEASTERLY LINE OF"B" STREET AND THE NORTHWESTERLY LINE OF JUNIPER STREET, LYING BETWEEN THESOUTHWESTERLY LINE OF CLAY AVENUE AND THE CENTERLINE OF THAT CERTAIN UNNAMEDALLEY THROUGH SAID BLOCKS 27 AND 28 AND THE NORTHEASTERLY HALF OF THAT CERTAINALLEY RUNNING THROUGH SAID BLOCK 33, VACATED BY RESOLUTIONS OF THE BOARD OFSUPERVISORS OF THE COUNTY OF RIVERSIDE, A CERTIFIED COPY OF WHICH WAS FILED FORRECORD ON DECEMBER 12, 1944 AS INSTRUMENT NO. 1148 IN BOOK 656, PAGE 175 OF OFFICIALRECORDS.PARCEL 4LOTS 1 THROUGH 6, INCLUSIVE, IN BLOCK 34, ALL IN THE TOWN OF MURRIETA, IN THE COUNTY OFRIVERSIDE, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 8, PAGE 359 OF MAPS, IN THEOFFICE OF THE COUNTY RECORDER OF THE COUNTY OF RIVERSIDE.TOGETHER WITH THAT PORTION OF THE NORTHEASTERLY HALF OF THAT CERAIN ALLEY RUNNINGTHROUGH SAID BLOCK 34, AS VACATED BY RESOLUTION OF THE BOARD OF SUPERVISORS OFRIVERSIDE COUNTY, A CERTIFIED COPY OF WHICH WAS FILED FOR RECORD DECEMBER 12, 1994 ASINTRUMENT NO. 1148, IN BOOK 656, PAGE 175, OF OFFICIAL RECORDS.

LEGAL DESCRIPTION
( FEET )
SCALE
1 INCH = 60 FT.
6060120 300

3.EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTSINCIDENTAL THERETO AS SET FORTH IN A DOCUMENT: IN FAVOR OF:THE COUNTY OF RIVERSIDE PURPOSE: RIVER CHANNEL AND BANKPROTECTION WORKS RECORDING DATE: SEPTEMBER 19, 1939RECORDING NO: BOOK 135, PAGE 9, OF OFFICIAL RECORDS AFFECTS:A PORTION OF SAID LAND.5.EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTSINCIDENTAL THERETO AS SET FORTH IN A DOCUMENT: IN FAVOR OF:CALIFORNIA ELECTRIC POWER COMPANY, A CORPORATION PURPOSE:UTILITIES RECORDING DATE: APRIL 2, 1958 RECORDING NO: 23946, OFOFFICIAL RECORDS AFFECTS: A PORTION OF SAID LAND.6.EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTSINCIDENTAL THERETO AS SET FORTH IN A DOCUMENT: IN FAVOR OF:COUNTY OF RIVERSIDE PURPOSE: PUBLIC UTILITIES RECORDING DATE:OCTOBER 2, 1963 RECORDING NO: 106973, BOOK 3501, PAGE 72, OFOFFICIAL RECORDS AFFECTS: A PORTION OF SAID LAND ANDRECORDING DATE: OCTOBER 31, 1963 AND RECORDING NO: 115713,BOOK 3524, PAGE 356, OF OFFICIAL RECORDS\ EXCEPTIONSNOTE: ONLY PLOTTABLE EXCEPTIONS ARE LISTED BELOW DATE PREPARED: 09/15/2022
FEMAMAP NUMBER: 06065C2715GPANEL NUMBER: 2715 OF 3805EFFECTIVE DATE: AUGUST 28,2008

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LOT 545,639 SF
LOT 235,865 SF
LOT 417,849 SFLOT 427,200 SF
LOT 75,683 SFLOT 95,600 SF
S41°43'16"E 582.99'L=101.25,R=1000.00
S35°55'11"E
189.37'
L=86.39,R=55.00 N54°04'49"E 99.41'
S41°43'16"E 244.11'
N48°21'12"E 164.99'
S41°43'16"E 394.15'L=101.25,R=1000.00
S35°55'11"E
449.86'
S35°55'11"E
41'
122' 41'18' 75'75' 131' 18'42'50'50'16'34'
50'
14'36'
50'
50'
7'18'
20' 131' 18'42'50'50'50'50'44'
18'131'20'100'39' 31' 50' 50' 50'8'
37'
42'103'
50'
48'30'
18' 144'
55'50'50'50'50'56'
144'
144'
55'50'50'50'50'50'50'37'
13'
50'
31'40'
112'
119' 7' 43'32'18' 34' 16'50' 44'
144'
144'
143'
140'
135'
130'
56' 50' 50' 50' 50'
125'
144'
125'
144'
125'
126'
144'
125'
119'
129'12'
111' 111'113'
117'
118'
110'110'
17'44'50'50'50'50'50'50'50'50'50'38'50'
42'9'
50'
50'
50'
30'
39' 89' 20' 103'2'54'
50'
51'
51'
51'
51'
51'
51'
56'
57'
51'
52'
52'
51'
51'
51'
55'146'20'121'
134'
55'50'50'50'50'50'49'1'50'
49'1'
50'
50'
50'
63'
50'
50'
50'
55'
134'
124'
119'
116'
104' 55'51'51'51'52'52'42'51'9'
51'
51'
51'
51'
51'
51'
50'
55'
104'
114'
119'
134'
114'
104'
125'
134'
114'
104'
130'
134'
114'
104'
135'
134'
114'
104'
140'
133'
104'
129'
62'
86'
104'
134'
109'
105'
55'158' 175'
42' 9'
S41°43'16"E 381.24'S41°43'16"E 422.69'
S37°00'01"E

81.18'
L=294.27,R=178.00 N48°16'44"E 75.48'
L=50.63R=500.00
N48°21'12"E 184.00'
LOT 397,200 SFLOT 437,260 SF LOT 408,049 SFLOT 447,193 SF LOT B6,225 SF
LOT 457,105 SF
LOT 626,901 SF
LOT 466,896 SF LOT 357,818 SF
LOT 616,249 SF
LOT 476,643 SF LOT 367,200 SF
LOT 606,249 SF
LOT 486,391 SF LOT 377,200 SF
LOT 596,249 SF
LOT 496,155 SF LOT 387,200 SF
LOT 586,459 SF
LOT 535,553 SF
LOT 506,838 SF
LOT 519,030 SF
LOT 529,266 SF
LOT 565,500 SF
LOT 555,512 SF LOT 326,720 SFLOT 246,081 SF
LOT 165,200 SF
LOT 66,066 SF
LOT 316,720 SFLOT 226,590 SF
LOT 155,304 SF
LOT 56,341 SF
LOT 306,720 SFLOT 215,721 SF
LOT 145,304 SF
LOT 46,486 SF
LOT 296,720 SFLOT 205,721 SF
LOT 135,304 SF
LOT 36,750 SF
LOT 286,720 SF
LOT 195,721 SF
LOT 125,304 SF
LOT 27,014 SF
LOT 276,697 SFLOT 186,158 SF
LOT 115,304 SF
LOT 266,569 SF
LOT 105,304 SF
LOT 336,720 SF
LOT 256,335 SF
LOT 175,720 SF
LOT 85,753 SF LOT 17,861 SF
N54°04'49"E 163.99'
47'153'
LOT E1.84 AC.
5'
26'15'
34'
42'
42' 18' 41'41'18' 167'167'167'167'1'
109'
26'
22'
160'
S62°04'10.35"E 42.474Δ=1.28 424'
S49°52'35.22"E986.984
Δ=14.50
45'S64°22'35.22"E76.500
Δ=2.31
LOT 545,639 SF
LOT 235,865 SF
LOT 417,849 SFLOT 427,200 SF
LOT 75,683 SFLOT 95,600 SF
LOT 377,200 SF
LOT 596,249 SF
LOT 496,155 SF LOT 387,200 SF
LOT 586,459 SF
LOT 535,553 SF
LOT 506,838 SF
LOT 519,030 SF
LOT 529,266 SF
LOT 565,500 SF
LOT 555,512 SF LOT 326,720 SFLOT 246,081 SF
LOT 165,200 SF
LOT 66,066 SF
LOT 316,720 SFLOT 226,590 SF
LOT 155,304 SF
LOT 56,341 SF
LOT 306,720 SFLOT 215,721 SF
LOT 145,304 SF
LOT 46,486 SF
LOT 296,720 SFLOT 205,721 SF
LOT 135,304 SF
LOT 36,750 SF
LOT 286,720 SF
LOT 195,721 SF
LOT 125,304 SF
LOT 27,014 SF
LOT 276,697 SFLOT 186,158 SF
LOT 115,304 SF
LOT 266,569 SF
LOT 105,304 SF
LOT 336,720 SF
LOT 256,335 SF
LOT 175,720 SF
LOT 85,753 SF LOT 17,861 SF
LOT 397,200 SFLOT 437,260 SF LOT 408,049 SFLOT 447,193 SFLOT 457,105 SF LOT 626,901 SF
LOT 466,896 SF LOT 357,818 SF
LOT 616,249 SF
LOT 476,643 SF LOT 367,200 SF
LOT 606,249 SF
LOT 486,391 SF
LOT G4.49 AC.

LOT 579,530 SF
LOT 347,319 SF
LOT A17,505 SF
LOT F2.50 AC.
110'49'75'
321'
81'
11' 322'

2.33 AC
49'80'
147'
116'
30' 42'

NEW CLAY AVENUE

MURRIETA CREEK

B STREET
(80')(40')(40')
(50')(50')(100')

STREET B

STREET A
4TH STREET
6 6
6 3
5 ULTIMATE PROPERTY LINE

PROPERTY LINE

PROPERTY LINE
20'
20'
20'
(200')(100')(100')
18' BSBL10' BSBL

80.00'(TO BE VACATED)

80.00'(TO BE VACATED)80.00'(TO BE VACATED)

OLD CLAY (VACATED)

FEMA FLOODWAY LIMITS

ZONE XZONE A ZONE XZONE A
28'GUE
28'GUE
28'GUE
PROP. 15'TRAIL
PROPERTY LINE3.EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTSINCIDENTAL THERETO AS SET FORTH IN A DOCUMENT: IN FAVOR OF:THE COUNTY OF RIVERSIDE PURPOSE: RIVER CHANNEL AND BANKPROTECTION WORKS RECORDING DATE: SEPTEMBER 19, 1939RECORDING NO: BOOK 135, PAGE 9, OF OFFICIAL RECORDS AFFECTS:A PORTION OF SAID LAND.5.EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTSINCIDENTAL THERETO AS SET FORTH IN A DOCUMENT: IN FAVOR OF:CALIFORNIA ELECTRIC POWER COMPANY, A CORPORATION PURPOSE:UTILITIES RECORDING DATE: APRIL 2, 1958 RECORDING NO: 23946, OFOFFICIAL RECORDS AFFECTS: A PORTION OF SAID LAND.6.EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTSINCIDENTAL THERETO AS SET FORTH IN A DOCUMENT: IN FAVOR OF:COUNTY OF RIVERSIDE PURPOSE: PUBLIC UTILITIES RECORDING DATE:OCTOBER 2, 1963 RECORDING NO: 106973, BOOK 3501, PAGE 72, OFOFFICIAL RECORDS AFFECTS: A PORTION OF SAID LAND ANDRECORDING DATE: OCTOBER 31, 1963 AND RECORDING NO: 115713,BOOK 3524, PAGE 356, OF OFFICIAL RECORDS\ EXCEPTIONSNOTE: ONLY PLOTTABLE EXCEPTIONS ARE LISTED BELOW SHEETS
DRAWING NO. SHT.NO. ENGINEER OF WORKDATEINITIALREVISION DESCRIPTIONFIELD BK:CITY APPROVAL

ENGINEERING DEPARTMENT

DATEINITIAL
SHEET

APPROVED
CHKD BY:DWN BY:RCE 63056PROJECT NO.DIRECTOR OF PUBLIC WORKS / CITY ENGINEERROBERT K. MOEHLINGDATE PREPARED BYDATE JUSTIN A. BROWNRCE NO. 85617EXP. DATE: 09/30/2024
SEAL:

SCALE APPROVED FOR SIGNATURE
VERTICAL PLAN CHECK ENGR. NAME TYPEDDATE PLAN CHECK FIRMRCE NO.

HORIZONTAL BENCH MARKDESCRIPTON:LOCATION:

RECORDED:ELEVATION:DATUM:

Save Date: Plot Date: 5/16/2023 5:39 PM5/17/2023 10:54 AMBy: JuabP:\D\DVPA00000001\0400CAD\EC\SHEETS\DEVELOPMENT PLAN\EC-DP-BD-002-DVPA00000001.dwgJustin BrownBy: File:
®41951 Remington Ave, Ste 220Temecula, CA 92590Phone: 951.294.9300 NG
TE
ANRO

AETFOLCAFI
CNo. 85617

ST IEGSR
LVII

I ENEIR E
EDRROP

ISSFENAOL

CITY OF MURRIETA
DVPA00000001
8 3DEVELOPMENT PLANDIVERSIFIED PACIFIC, LLCTENTATIVE TRACT MAP

IVY HOUSE
DATE PREPARED: 05/20/2022

(±14')(±31') EARTHEN SWALE(±9')
EX. E.P.
(±50') (±50')
(±100')
EX. E.P.

EX. ST.CROWN
(±5') 41'
EX. AC PAVEMENT
2%
2%
EX. SW'LYR/WEX. NE'LYR/W
C/L
(±40')

CURBFACE LINE
(±27') DIRT SHOULDER /EARTHEN SWALE(±13')(±16')
12' TRAVELLANE8'PRKG.6'WQBIOFIL.9'SW
EX. E.P.
14'5'BL
SAWCUT EX.AC 2' AND JOIN9'
(±40')
EX. E.P.
(80')
2:1 MAX2:1 MAX
2%
2%
EX. NW'LYR/WEX. SE'LYR/W C/L
2' AC GRINDAND OVERLAY
26' EARTHEN SWALE
(±50')
PR. ST.CROWN
(±50')
5'SW8'PARKING5' BIKELANE12' TRAVELLANE12' TRAVELLANE8'PARKING5'WQBIOFIL.5'SW

CURBFACE LINE

CURBFACE LINE
2%
2%
2%
6'(±5')
SAWCUT EX.AC 2' AND JOIN
EX. ST.CROWN
6'
EX. SW'LYR/WMAPC/LEX. NE'LYR/W CONSTRUCTIONC/L
(100')
44' 14'PARKWAY
10' MINUNIT SETBACK

SIDEWALK
6" CURB & GUTTERPR. AC PAVEMENT
SIDEWALK6" CURB & GUTTERPR. AC PAVEMENT

UNDERCUT

UNDERCUT
EX. 6"WATER
PROP 18" SD
PROP 18" SDPROP 8"WATERPROP 8"SEWEREX. 12"FORCEMAINEX. 21"SEWER EX. 12"FORCEMAINEX. 21"SEWER
13R 2R 3
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
C/L
PR. R/W
2:1 MAX2:1 MAX
2:1 MAX2:1 MAX
12'TRAVELLANE12'TRAVELLANE8'PARKING8'PARKING6'SW4'LS 6'SW4'LS 30'30'
60'

CURBFACE

CURBFACE
PR. R/W
C/L PR. PL
10'TRAVELLANE10'TRAVELLANE4' 4'
28'GENERAL UTILITY ESMT.

SIDEWALK, TYP.4" ROLLED CURB, TYP.PR. AC PAVEMENT, TYP.

ADA COMPLIANTPAVERS, TYP.

PR. PL
AC PAVEMENT3' GUTTER
2%
2%
MIN. 2'MAX. 5'UNLESS 18'OR GREATER
18'
7'6'6'
PR. WATERPR. STORM DRAINPR. SEWER
*NOTE: UTILITIES MAY BE ON EAST OR WEST SIDE ASNEEDED TO REDUCE CONFLICTS/CROSSINGS

UNDERCUT

UNDERCUTUNDERCUT
2R
AC
AC
CUTOFF WALL2 %
R/W5'44'5'
UNCOMPACTED TRENCH BOTTOM TO ALLOWINFILTRATION IN AREAS WHERE ADJACENT TOE OF SLOPEHIGHER THAN BOTTOM FABRIC IN ALL OTHER AREAS. 12" MIN. 34" CRUSHED ROCK

NONE-PERMEABLE FABRIC ON THE SIDES
SECTION PER SOIL'S ENGR.RECOMMENDATION
12" THICK DECORATIVEWASHED TAN RIVER ROCK(~4" TO 6" DIA. ROCK) 6" SOLID PVC CLEANOUT EVERY 50'DRAINTECH 1203SDB 12" ATRIUMGRATE RIM 3" HIGHER THAN FG (TYP) 18" PLANTING/STORAGE MEDIA WITH THE FOLLOWINGPARAMETERS:·60% TO 80% MORTAR SAND PER GREENBOOK TABLE200-1.5.5(A)·20% TO 40% TYPE 1 ORGANIC SOIL AMENDMENT PERGREENBOOK SECTION 212-1.2.4·MINIMUM 5 INCHES/HOUR INFILTRATION RATE UP TO 12INCHES/HOUR MAXIMUM RATE.6" PVC UNDERDRAIN TO CATCH BASIN 12"
PR. 6" CURB AND 4' CURB -CUTOPENNING EVERY 75'
NEW CLAY & B STREET BIOFILTRATIONBASIN W/ UNDERDRAINNTS 1:1 DEEPENED FOOTING(H = 2.5' FROM TC)
12" BENCH

FILTER COURSE
12"18"12"12"
SHEETS
DRAWING NO. SHT.NO. ENGINEER OF WORKDATEINITIALREVISION DESCRIPTIONFIELD BK:CITY APPROVAL

ENGINEERING DEPARTMENT

DATEINITIAL
SHEET

APPROVED
CHKD BY:DWN BY:RCE 63056PROJECT NO.DIRECTOR OF PUBLIC WORKS / CITY ENGINEERROBERT K. MOEHLINGDATE PREPARED BYDATE JUSTIN A. BROWNRCE NO. 85617EXP. DATE: 09/30/2024
SEAL:

SCALE APPROVED FOR SIGNATURE
VERTICAL PLAN CHECK ENGR. NAME TYPEDDATE PLAN CHECK FIRMRCE NO.

HORIZONTAL BENCH MARKDESCRIPTON:LOCATION:

RECORDED:ELEVATION:DATUM:

Save Date: Plot Date: 3/17/2023 4:11 PM5/17/2023 10:55 AMBy: MbecP:\D\DVPA00000001\0400CAD\EC\SHEETS\DEVELOPMENT PLAN\EC-DP-003-DVPA00000001.dwgJustin BrownBy: File:
®41951 Remington Ave, Ste 220Temecula, CA 92590Phone: 951.294.9300 NG
TE
ANRO

AETFOLCAFI
CNo. 85617

ST IEGSR
LVII

I ENEIR E
EDRROP

ISSFENAOL

CITY OF MURRIETA
DVPA00000001
8 NOTE ON MURRIETA CREEK IMPROVEMENTSIT IS UNDERSTOOD THE PHASE 4 MURRIETA CREEKIMPROVEMENTS ARE CURRENTLY UNFUNDED AND WILL NOTOCCUR. 100' AND 50' BUFFERS SHOWN ON PLAN FOR REFERENCE.

TYPICAL LOT SETBACKS

TYPICAL ALLEY SIGHT DISTANCE
TYPICAL PRIVATE ALLEYNOT TO SCALENOTE: "NO PARKING" SIGNS SHALL BEPLACED ALONG ALL ALLEYWAYS TYPICAL 60' ROAD SECTIONNOT TO SCALE

EXISTING STREET SECTIONNEW CLAY AVENOT TO SCALE

PROPOSED STREET SECTIONNEW CLAY AVENOT TO SCALE

PROPOSED STREET SECTIONB STREETNOT TO SCALE
MIN. 5'
MIN. 5'
MIN. 5'
MIN. 2'MAX. 5'UNLESS 18'OR GREATER
MIN. 10'
MIN. 10' MIN. 18'GARAGESETBACK
MIN. 10'P/L
P/L

CURB LINE
24'

POINT OFCURB LINEINTERSECT(TYP)
ALLEY ENTRY PERCOM STD PLAN 310C

DEVELOPMENT PLANDIVERSIFIED PACIFIC, LLCDETAILS AND TYPICAL SECTIONS

IVY HOUSE
14'14'28'
10'20'60'10'20'

TURF BLOCKOR PAVERS

TURF BLOCKOR PAVERS
24'
4 2'5'18'
10'
24' 2' MIN BLDG SETBACKFROM ALLEY
24' 2' MIN BLDG SETBACKFROM ALLEY
10'TRAVEL LANE
SITE TRIANGLE AROUND BUILDINGSSITE TRIANGLE PER COM MUNICIPALCODE12.14.040. (NO OBSTRUCTIONSGREATER THAN 30" IN HEIGHTPERMITTED) 15'
8'

PAVERS ORTURF BLOCK
MIN.2'MAX.5' UNLESS 18' ORGREATER
3' V-GUTTER

TYPICAL LOT GRADING DETAIL
MIN. 10'P/L
1%
1% 2%
2%MIN
MIN
P/L

SIDEWALK
PAD ELEV.

P/L
HIGH PT.

HIGH PT.
*NOTE: SWALES TO BE 1.0% MIN ONEARTH & 0.5% ON CONCRETE. YARDDRAINS MAY BE USED AS NEEDED.

AC TO BE LOCATED48" CLEAR OF PATHOF TRAVEL 5'MIN.
5'MIN.5'MIN. 5'MIN.

MIN. 10'
MIN. 10'
*SECTION B-B RETAINING AREA(NEW CLAY AND B-STREET)SCALE: 1" = 1' *SECTION B-B RETAINING AREA(APPLICABLE INTERIOR STREETS)SCALE: 1" = 1'

BIOFILTRATION
*RETAINING AREA NOTERETAINING AREA TO BE REMOVED DURING FINAL ENGINEERING

2'FREEBOARD
4:1
4:1
PROP.PAD

BOUNDARY

PROPOSEDDETENTIONBASIN A

EXISTINGSURFACE EXISTINGSURFACE

BOTTOM OF MURRIETA CREEK
200' MURRIETA CREEK EASEMENT
15' TRAILAT GRADE
28'ALLEY B10'TRAVEL LN.10'TRAVEL LN.

C/L
4'4'

PROPOSEDSURFACE
10' SETBACK FROMTRAIL TO TOP OF SLOPE
2%HIGH WATER EL. = 1087.0BOTTOM OF BASIN EL. = 1079.0
FLOW CONTROLOUTLET STRUCTUREEXISTING TOP OFSLOPE ± 1089 EXISTING TOP OFSLOPE ± 1078 EXISTING BOT OFSLOPE ± 1078 EXISTING TOP OFSLOPE ± 1089100-YEAR WS~1087'
PROP.PAD
28'ALLEY BEXIST.SHED
EXIST.SURFACE
EXIST.FENCEPROPOSEDSURFACE
10'TRAVEL LN.
47'
10'TRAVEL LN.

BOUNDARYC/L
4'4'
2 12R
1 3R 1
1R
3 2
3R
2R
1 3
2 1R 3R 2R 1 3 2 1R 3
2R
3 2R 1 3 2 1R 3R 2R 1 3 2 1R 3R2
2R 1R123R2R 1R
3R 1R
1R 3 2R 1 3R 2 31R
3R1
2R31R
3 3
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AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC

NEW CLAY AVENUE
4TH STREET

MURRIETA CREEK

STREET B

B STREET
PROPOSED DETENTIONBASIN AVOLUME = 4.5 AC-FT

B STREET
15' TRAILAT GRADE

RCFCWCD/ACOE R/W

CDFW JURISDICTION

CDFW JURISDICTION
22' RCFC ESMT

STREET A
E-E-
D-D-
SHEETS
DRAWING NO. SHT.NO. ENGINEER OF WORKDATEINITIALREVISION DESCRIPTIONFIELD BK:CITY APPROVAL

ENGINEERING DEPARTMENT

DATEINITIAL
SHEET

APPROVED
CHKD BY:DWN BY:RCE 63056PROJECT NO.DIRECTOR OF PUBLIC WORKS / CITY ENGINEERROBERT K. MOEHLINGDATE PREPARED BYDATE JUSTIN A. BROWNRCE NO. 85617EXP. DATE: 09/30/2024
SEAL:

SCALE APPROVED FOR SIGNATURE
VERTICAL PLAN CHECK ENGR. NAME TYPEDDATE PLAN CHECK FIRMRCE NO.

HORIZONTAL BENCH MARKDESCRIPTON:LOCATION:

RECORDED:ELEVATION:DATUM:

Save Date: Plot Date: 5/16/2023 12:23 AM5/17/2023 10:55 AMBy: JuabP:\D\DVPA00000001\0400CAD\EC\SHEETS\DEVELOPMENT PLAN\EC-DP-004-DVPA00000001.dwgJustin BrownBy: File:
®41951 Remington Ave, Ste 220Temecula, CA 92590Phone: 951.294.9300 NG
TE
ANRO

AETFOLCAFI
CNo. 85617

ST IEGSR
LVII

I ENEIR E
EDRROP

ISSFENAOL

CITY OF MURRIETA
DVPA00000001
8 DEVELOPMENT PLANDIVERSIFIED PACIFIC, LLCGRADING SECTIONS

IVY HOUSE

SECTION E-E
SECTION D-D5

MULTIPURPOSETRAIL SECTION

STREET C

WWWWWWW

SS SS SS SS SS SS SS SS SS SS SS
WWWWW
W
W
W
W
W
W
SS
SS
SS
SS
SS
SS

SSSSSSSSSSSS
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWWWWW
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS

SS SS SS SS

W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W
W
W
W
W
W
W
W
W
W
W
||||||||||||||||||||||||||||||||||||||||
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
ACAC
AC
AC
AC
AC
(W)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(SS)
(W) (W) (W) (W) (W)

NEW CLAY AVENUE
4TH STREET

STREET B

B STREET
40'25'
60'20'20'10' 10'
26' 50'100'
28'20'4' 28'20'4' 4'
EX. 21" SEWER
EX. 12" PVCFORCE MAIN
PROP 8" WATER
PROP 8" WATER
PR. 8" WATER
PROP 8" WATER
EX. 6" WATER
PAD=1093.8PAD=1093.6PAD=1093.3PAD=1093.1PAD=1092.8PAD=1092.6PAD=1092.4PAD=1092.1PAD=1091.9PAD=1091.6PAD=1091.4PAD=1091.1PAD=1090.8PAD=1090.6PAD=1091.0PAD=1091.3PAD=1091.4 PAD=1093.8PAD=1093.6PAD=1093.3PAD=1093.1PAD=1092.8PAD=1092.6PAD=1092.3PAD=1092.0PAD=1091.8PAD=1091.6PAD=1091.3PAD=1091.0PAD=1090.8PAD=1090.6PAD=1090.3PAD=1090.0PAD=1089.8 PAD=1088.7
PAD=1089.6
PAD=1090.2
PAD=1090.6
PAD=1093.2PAD=1093.2PAD=1092.7PAD=1091.8PAD=1091.8PAD=1089.8PAD=1089.3PAD=1089.1PAD=1089.4PAD=1089.7PAD=1090.0PAD=1090.2PAD=1090.5PAD=1091.0PAD=1091.3PAD=1091.2 PAD=1091.0
PROP 8" WATER

1.0%

1.0%1.0%

1.0%

0.3%

0.6%

0.5%1.7%

1.0%0.5%

0.5%

0.5%
1090
1091
1092
1093
1090
1088
1089
1091
1090
1090
1090
1088
1088
1088
1089
1089
1089
1091
1090
1090
1090
1088
1088
1088
1089
1089
1089
1091
1092
1092
6'13' 1090.32 TC1090.12 TC
24'

B STREET
40'25'15'

0.5%
15'
6'
6'
13'
36" STORM DRAIN
18" STORM DRAIN
18" STORM DRAIN
24" STORM DRAIN
8" PVC S=0.4%
8" PVC S=1.0%
8" PVC S=1.0% 8" PVC S=1.0% 8" PVC S=1.0%
13'
6'
8'19'
PROP 8" WATER
6'6'11'
8" PVC S=0.4%
JOIN EX. 8" WATER LINE IN C STREET
MODULAR WETLANDS OR SIMILARFOR FILTRATION WITH DETENTIONPOND FOR STORAGE. OVERFLOWDISCHARGES TO ONSITE STORMDRAIN

11.5%

9.8%

4.1% 30.4%

38.6%

0.7%

1.0%0.6%

1.4%

4.4%

FEMAFLOODZONE

ZONE XZONE A ZONE AZONE X

ZONE XZONE A
EX. 12" CMP(TO BE REMOVED)
35'
20'38'
32'
24'
35'
33'
29'
32'26'
35'
35'
32'
24'
32'
19'
25'
19'29'
13'
19'
23'26'
22'
25'
26'
17'26'
18'
16'
24'
29'
29'
25'22'
18'24'
27'20'
11'16'
21'27'21'
14'
25'21'
18'21'
16'14'
23'22'
26'18'
18'
28'
24'
29'
22'25'
19'
5'
5'
5'
5'
5'
5'
5'
5'
5'
5'5'
5'
18'
18'
22'18'
23'23'
25'
18'
24'
18'
5'
5'
5'
5'5'
5'2'
18'29'
18'
18'
25'
18'
18'23'
18'
18'
23'
25'
18'
18'5'
5'
38'
39'
38'
28'
29'
24'
20'
5'
23'19'
5'
16' 21'18'23'14' 18'22'13'
2'5'2'2'
10'
10'
10'
5'5'5'
5'5'5'5'5'5'
5'5'5'5'
5'5'5'5'5'5'5'5'5'5'5'5'5'
5'
5'5'5'5'5'
7'
7'5'
5'5'
5'5'
5'5'
12'
10'
6'5'5'5'5'6'5'6'7'7'5'5'
10'6'
8'5'
6'7'
5'5'
5'6'
6'6'
6'5'
5'6'
5'6'
10'
5'
5'
5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'
5'
5'
8'
6'
7'
6'
11'5' 5'8' 5'5' 5'5'

11.67'
1090.36 TC
1089.77 TC
LOT 545,639 SF
LOT 235,865 SF
LOT 417,849 SFLOT 427,200 SF
LOT 75,683 SFLOT 95,600 SF
N48°13'09"E 424.18'
N35°55'11"W
1107.44'
LOT 397,200 SFLOT 437,260 SF
LOT C20,340 SF
LOT 408,049 SFLOT 447,193 SF
LOT B6,225 SF
LOT 457,105 SFLOT 466,896 SF LOT 357,818 SFLOT 476,643 SF LOT 367,200 SFLOT 486,391 SF LOT 377,200 SFLOT 496,155 SF LOT 387,200 SF
LOT 535,553 SF
LOT 506,838 SF
LOT 519,030 SF
LOT 529,266 SF
LOT 565,500 SF
LOT 555,512 SF LOT 326,720 SFLOT 246,081 SF
LOT 165,200 SF
LOT 66,066 SF
LOT 316,720 SFLOT 226,590 SF
LOT 155,304 SF
LOT 56,341 SF
LOT 306,720 SFLOT 215,721 SF
LOT 145,304 SF
LOT 46,486 SF
LOT 296,720 SFLOT 205,721 SF
LOT 135,304 SF
LOT 36,750 SF
LOT 286,720 SF
LOT 195,721 SF
LOT 125,304 SF
LOT 27,014 SF
LOT 276,697 SF
LOT 186,158 SF
LOT 115,304 SF
LOT 266,569 SF
LOT 105,304 SF
LOT 336,720 SF
LOT 256,335 SF
LOT 175,720 SF
LOT 85,753 SF
LOT 17,861 SF
311'
50'
LOT 545,639 SF
LOT 235,865 SF
LOT 417,849 SFLOT 427,200 SF
LOT 75,683 SFLOT 95,600 SF
LOT 377,200 SFLOT 496,155 SF
LOT 387,200 SF
LOT 535,553 SF
LOT 506,838 SF
LOT 519,030 SF
LOT 529,266 SF
LOT 565,500 SF
LOT 555,512 SF LOT 326,720 SFLOT 246,081 SF
LOT 165,200 SF
LOT 66,066 SF
LOT 316,720 SFLOT 226,590 SF
LOT 155,304 SF
LOT 56,341 SF
LOT 306,720 SFLOT 215,721 SF
LOT 145,304 SF
LOT 46,486 SF
LOT 296,720 SFLOT 205,721 SF
LOT 135,304 SF
LOT 36,750 SF
LOT 286,720 SF
LOT 195,721 SF
LOT 125,304 SF
LOT 27,014 SF
LOT 276,697 SF
LOT 186,158 SF
LOT 115,304 SF
LOT 266,569 SF
LOT 105,304 SF
LOT 336,720 SF
LOT 256,335 SF
LOT 175,720 SF
LOT 85,753 SF
LOT 17,861 SF
LOT 397,200 SFLOT 437,260 SF LOT 408,049 SFLOT 447,193 SFLOT 457,105 SFLOT 466,896 SF LOT 357,818 SFLOT 476,643 SF LOT 367,200 SFLOT 486,391 SF LOT 347,319 SF
LOT A17,505 SF
PAD=1092.2
5'
1082.89INV
1082.47INV
1088.14 RIM1079.73 INV 8" SE1079.53 INV 8" NW
1089.71 RIM1076.95 INV 8" SE1076.75 INV 8" NW1076.55 INV 8" SW 1091.83 RIM1079.67 INV 8" SE 1090.21 RIM1080.55 INV 8" NE1082.73 INV 8" NW 1089.10 RIM1081.96 INV 24" E1082.16 INV 18" N1081.96 INV 36" W 1091.72 RIM1081.55 INV 8" SE
1087.68 RIM1076.97 INV 8" SW1087.91 RIM1077.61 INV 8" NW1077.31 INV 8" SW1077.11 INV 8" NE 1088.07 RIM1078.37 INV 8" SW1078.17 INV 8" NE

SECONDARY OVERFLOWCATCH BASIN
5'
5'
39'
38'
39'
7'
10'
24'28'
13'
20'
17'
24'
13'8'
12'5'
22'19'
10'16'
6'
14'
8'16'
5'11'
7'13'
12'8'
12'8'
7'13'
8'16'
5'11'
7'13'
-5.3%

0.0%

4.6%

2.0%

4.1%

8.6%

8.1%

2.9%

3.8%

7.9%

4.2%

4.3%
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
DETENTION BASINVOL=10,600 CU-FT
1083.30INV
1082.72INV
1082.08INV
1079.98INV 30" RCP S=0.5%
24" STORM DRAIN
30" STORM DRAIN
1087.8 TG1083.8 INV
NOTE: CATCH BASIN AND STORMDRAIN LINE IS SUBJECT FORREVIEW AND POSSIBLE REMOVALDURING FINAL ENGINEERING NOTE: CATCH BASIN AND STORMDRAIN LINE IS SUBJECT FORREVIEW AND POSSIBLE REMOVALDURING FINAL ENGINEERING NOTE: BASIN IS SUBJECTFOR REVIEW AND POSSIBLEREMOVAL DURING FINALENGINEERING.

UDUDUD
UD
UD
UD
UD
UD

LEGENDEXISTING STORM DRAIN LINEPROPOSED STORM DRAIN LINE(SIZE PER PLAN)STORM DRAIN DRAWN TO SCALE(SIZE PER PLAN)STORM DRAIN MANHOLECATCH BASINFLOW ARROW (SD)SD

PROPOSED ASPHALT PAVEMENTPROPOSED SIDEWALKPROPOSED CONCRETE

SEWER MANHOLE
EARTHWORK SUMMARYCUT(CY)FILL(CY) RAW VOLUMES 15,700 71,800 LESS ROADBEDS (5,800)O/X AND RECOMPACTION (8'AVERAGE ACROSS SITE) 173,000 173,000 SUBSIDENCE (0.1') (2,200)SUBTOTAL 180,700 244,800 SHRINKAGE (10%) (18,300)SUBTOTAL 162,400 244,800 GROSS 82,400 SHEETS
DRAWING NO. SHT.NO. ENGINEER OF WORKDATEINITIALREVISION DESCRIPTIONFIELD BK:CITY APPROVAL

ENGINEERING DEPARTMENT

DATEINITIAL
SHEET

APPROVED
CHKD BY:DWN BY:RCE 63056PROJECT NO.DIRECTOR OF PUBLIC WORKS / CITY ENGINEERROBERT K. MOEHLINGDATE PREPARED BYDATE JUSTIN A. BROWNRCE NO. 85617EXP. DATE: 09/30/2024
SEAL:

SCALE APPROVED FOR SIGNATURE
VERTICAL PLAN CHECK ENGR. NAME TYPEDDATE PLAN CHECK FIRMRCE NO.

HORIZONTAL BENCH MARKDESCRIPTON:LOCATION:

RECORDED:ELEVATION:DATUM:

Save Date: Plot Date: 3/29/2023 11:45 AM5/17/2023 10:55 AMBy: JuabP:\D\DVPA00000001\0400CAD\EC\SHEETS\DEVELOPMENT PLAN\EC-DP-005-DVPA00000001.dwgJustin BrownBy: File:
®41951 Remington Ave, Ste 220Temecula, CA 92590Phone: 951.294.9300 NG
TE
ANRO

AETFOLCAFI
CNo. 85617

ST IEGSR
LVII

I ENEIR E
EDRROP

ISSFENAOL

CITY OF MURRIETA
DVPA00000001
8 DEVELOPMENT PLANDIVERSIFIED PACIFIC, LLCCONCEPTUAL GRADING PLAN

IVY HOUSE
SEE SHEET 6
6 7'11'18'
11'
( FEET )
SCALE
1 INCH = 40 FT.
404080 200
UDUNIVERSAL DESIGNCOMPLIANT UNITCONSERVATION AREA(NOTE: TRAIL INCLUDED)

CONSERVATIONAREA

STREET C
3R12R31R
||
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3 AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
SSSSSS

SS SS SS

WWWWWWWW
W W W
SS

SSSSSSSS
SS
SS
SS
SS
SS
||
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AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
S41°43'40"E 721.34'
N48°13'27"E 300.09'
S41°43'13"E 341.34'
LOT 626,901 SFLOT 616,249 SFLOT 606,249 SFLOT 596,249 SFLOT 586,459 SF LOT E3.87 AC.

S62°04'10.35"E 42.474Δ=1.28
S64°22'35.22"E76.500
Δ=2.31
N48°13'09"E 159.65'
LOT 596,249 SFLOT 586,459 SF
LOT 626,901 SFLOT 616,249 SFLOT 606,249 SF
LOT F4.49 AC.

LOT 579,530 SF
(W)
(SS)(SS)(SS)(SS)(SS)(SS)
60'20'20' 10'10'
4'

3.0:13.0:1

3.0:1

3.0:1
1087.97 RIM1075.10 INV 8" NE1074.90 INV 8" NW1089.63 RIM1074.30 INV 8" SE1074.10 INV 8" W

1.0%

1.2%1.7%
15' TRAILAT GRADE

CDFW JURISDICTION

CDFW JURISDICTION
1092.40 RIM(1070.36 INV 8" SW)(1070.46 INV 8" NW)
8" PVC S=0.4%
EX. 6" PVC W
8" PVC S=0.4% 8" PVC S=0.4%
40'25'10'
1090.32 RIM1073.85 INV 8" E1073.65 INV 8" NW 1070.46 INV 8" NEREMOVE BLINDFLANGE & JOIN EX.

PR. 8" WATER
6'
6'
13'13'
6'
6'
35'
30" STORM DRAIN
30" STORM DRAIN
PAD=1091.6PAD=1090.7PAD=1090.2PAD=1089.8PAD=1088.8
1087.27 TC
1087.02 TC
1079.00INV
1078.05INV
PAD=1091.6
1079.00INV
1079.00INVLOW FLOW OUTLET

HI FLOW BYPASSOUTLETSTRUCTUREW/ FLOWCONTROL

MODULAR WETLANDSOR SIMILAR
60'20'20' 10'10'
4'13'
31'
34'13'
19'16'
20'29'
20'19'14'
5'
18'
18'
10'
18'17'
10'
5'5' 5'5' 5'5' 5'5'
5'5'
11'

MURRIETA CREEK
PROPOSED DETENTIONBASIN AVOLUME = 82,764 CU-FT

RCFCWCD/ACOE R/W STREET AFLOODWAY LIMIT

FLOODWAY LIMIT

1.5%
1079.00INV 30" RCP S=0.52%
15' TRAILAT GRADE
UD UD
EARTHWORK SUMMARYCUT(CY)FILL(CY) RAW VOLUMES 15,700 71,800 LESS ROADBEDS (5,800)O/X AND RECOMPACTION (8'AVERAGE ACROSS SITE) 173,000 173,000 SUBSIDENCE (0.1') (2,200)SUBTOTAL 180,700 244,800 SHRINKAGE (10%) (18,300)SUBTOTAL 162,400 244,800 GROSS 82,400 SHEETS
DRAWING NO. SHT.NO. ENGINEER OF WORKDATEINITIALREVISION DESCRIPTIONFIELD BK:CITY APPROVAL

ENGINEERING DEPARTMENT

DATEINITIAL
SHEET

APPROVED
CHKD BY:DWN BY:RCE 63056PROJECT NO.DIRECTOR OF PUBLIC WORKS / CITY ENGINEERROBERT K. MOEHLINGDATE PREPARED BYDATE JUSTIN A. BROWNRCE NO. 85617EXP. DATE: 09/30/2024
SEAL:

SCALE APPROVED FOR SIGNATURE
VERTICAL PLAN CHECK ENGR. NAME TYPEDDATE PLAN CHECK FIRMRCE NO.

HORIZONTAL BENCH MARKDESCRIPTON:LOCATION:

RECORDED:ELEVATION:DATUM:

Save Date: Plot Date: 5/16/2023 5:41 PM5/17/2023 10:56 AMBy: JuabP:\D\DVPA00000001\0400CAD\EC\SHEETS\DEVELOPMENT PLAN\EC-DP-006-DVPA00000001.dwgJustin BrownBy: File:
®41951 Remington Ave, Ste 220Temecula, CA 92590Phone: 951.294.9300 NG
TE
ANRO

AETFOLCAFI
CNo. 85617

ST IEGSR
LVII

I ENEIR E
EDRROP

ISSFENAOL

CITY OF MURRIETA
DVPA00000001
8 DEVELOPMENT PLANDIVERSIFIED PACIFIC, LLCCONCEPTUAL GRADING PLAN

IVY HOUSE
SEE SHEET 6
7 LEGENDEXISTING STORM DRAIN LINEPROPOSED STORM DRAIN LINE(SIZE PER PLAN)STORM DRAIN DRAWN TO SCALE(SIZE PER PLAN)STORM DRAIN MANHOLECATCH BASINFLOW ARROW (SD)SD

PROPOSED ASPHALT PAVEMENTPROPOSED SIDEWALKPROPOSED CONCRETE

SEWER MANHOLE
UDUNIVERSAL DESIGNCOMPLIANT UNITCONSERVATION AREA(NOTE: TRAIL INCLUDED)

CONSERVATION AREA

1.84 AC.

G
2 12R
1 3R 1
1R
3 2
3R
2R
1 3
2 1R 3R
2R 1 3 2 1R 3
2R
3 2R 1 3 2 1R 3R 2R 1 3 2 1R 3R2
2R 1R123R2R 1R
3R 1R
1R 3
2R 1 3R 2 31R
3R12R31R
3 3
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3 AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
AC
ACAC
AC
AC
AC
AC
AC
AC

NEW CLAY AVENUE
4TH STREET

MURRIETA CREEK

STREET B
PROPOSED DETENTIONBASIN AVOLUME = 4.5 AC-FT

B STREET

RCFCWCD/ACOE R/W
54 23
4142
79 3943 4044
LOT B
45 62
46 35
61 47 36
60 48 37
59 49 38
58 53
5051
52 56
55 LOT D
3224
16 6
3122
15 5
3021
14 4
2920
13 3
28 19
12 2
27 18
11 1
26 10
LOT A
3325
17 8
34 57LOT E
LOT C
LOT F
LOT 57LOT E
LOT F
LOT 39LOT 43 LOT 40LOT 44LOT 45
LOT 62
LOT 46 LOT 35
LOT 61
LOT 47 LOT 36
LOT 60
LOT 48 LOT 37
LOT 59
LOT 49 LOT 38
LOT 58
LOT 53
LOT 50LOT 51
LOT 52
LOT 56
LOT 55
LOT D
LOT 32LOT 24
LOT 16
LOT 6
LOT 31LOT 22
LOT 15
LOT 5
LOT 30LOT 21
LOT 14
LOT 4
LOT 29
LOT 20
LOT 13
LOT 3
LOT 28
LOT 19
LOT 12
LOT 2
LOT 27
LOT 18
LOT 11
LOT 1
LOT 26
LOT 10
LOT 33LOT 25
LOT 17
LOT 8
LOT 34
LOT 54
LOT 23
LOT 41LOT 42
LOT 7LOT 9

STREET A
SHEETS
DRAWING NO. SHT.NO. ENGINEER OF WORKDATEINITIALREVISION DESCRIPTIONFIELD BK:CITY APPROVAL

ENGINEERING DEPARTMENT

DATEINITIAL
SHEET

APPROVED
CHKD BY:DWN BY:RCE 63056PROJECT NO.DIRECTOR OF PUBLIC WORKS / CITY ENGINEERROBERT K. MOEHLINGDATE PREPARED BYDATE JUSTIN A. BROWNRCE NO. 85617EXP. DATE: 09/30/2024
SEAL:

SCALE APPROVED FOR SIGNATURE
VERTICAL PLAN CHECK ENGR. NAME TYPEDDATE PLAN CHECK FIRMRCE NO.

HORIZONTAL BENCH MARKDESCRIPTON:LOCATION:

RECORDED:ELEVATION:DATUM:

Save Date: Plot Date: 5/16/2023 5:41 PM5/17/2023 10:57 AMBy: JuabP:\D\DVPA00000001\0400CAD\EC\SHEETS\DEVELOPMENT PLAN\EC-DP-007-DVPA00000001.dwgJustin BrownBy: File:
®41951 Remington Ave, Ste 220Temecula, CA 92590Phone: 951.294.9300 NG
TE
ANRO

AETFOLCAFI
CNo. 85617

ST IEGSR
LVII

I ENEIR E
EDRROP

ISSFENAOL

CITY OF MURRIETA
DVPA00000001
8 DEVELOPMENT PLANDIVERSIFIED PACIFIC, LLCPHASING PLAN

IVY HOUSE
PHASE 1PHASE 2PHASE 3
PHASE 4PHASE 5
8

Murrieta City CouncilOctober 3, 2023

Murrieta City Council
October 3, 2023