Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
2020-09-16; Planning Commission; ; CT 16-07/PUD 16-09/PUD 2018-0007/SDP 2018-0001/CDP 16-33/HDP 16-02/SUP 16-02/EIR 2017-0001 (DEV16038) – MARJA ACRES Part 2
EVEV(EV)(EV)EVEVEX. 24" CMPEL CAMINO REALSHEETS5,9,12,15 & 18SHEETS3,7,10,13 & 16SHEETS4,8,11,14 & 17 CT 16-07 PUD 16-09 HDP 16-02 SUP 16-02 PUD 2018-0007CDP 16-33SDP 2018-0001EIR 2017-001DEV16038Tel. 760.929.2288 Fax. 760.929.2287 Email. info@HWL-PE.com2888 LOKER AVENUE EAST SUITE 217, CARLSBAD, CA 92010 www.HWL-PE.comHOWES WEILER LANDYPLANNING & ENGINEERINGPROJECTSITEMWSSD67.00 TC6" CF2%WLOT 14SSRW8,4038,02618,51417,451WASTEWATER FLOW - GALLONS PER DAYUSENUMBER OFUNITS-LOTSAREA(SF)AVG. DAILYFLOW (gpd)SUBTOTALSGeneral Plan - ResidentialLARGE TOWNHOMES11522025,300SMALL TOWNHOMES12022026,400RECREATION AREASN/AN/AGeneral Plan - Commerical0AFFORDABLE SENIOR46176TOWNHOMES8,09613220QUALITY RESTAURANT2,86014,000 800 PER 10,000SPECIALTY RETAIL32016,000 800 PER 10,000480TOTAL =63,456ADT SUMMARYUSENUMBER OFUNITS-LOTSAREA (SF)ESTIMATED TRIPSPER UNIT-AREASUBTOTALSGeneral Plan - ResidentialLARGE TOWNHOMES115-8920SMALL TOWNHOMES120-8960General Plan - CommericalAFFORDABLE SENIOR46-3.7000170TOWNHOMES13-8104QUALITY RESTAURANT14,000160 PER 1,000 SF640SPECIALTY RETAIL16,00040 PER 1,000 SF240SUBTOTAL3,034Mixed Use Reduction (10%)-305Existing Traffic Removed-700TOTAL =2,029UNIT SUMMARY COUNTUSENUMBER OF UNITSGeneral Plan - ResidentialLARGE TOWNHOMES115SMALL TOWNHOMES120General Plan - CommericalAFFORDABLE SENIOR46TOWNHOMES13COMMERCIALN/ATOTAL UNITS =29411517,2505,75011,750WATER FLOW - GALLONS PER DAYUSENUMBEROF UNITSAREA (SF)AVG. DAILY FLOWAVE. DAILYSUBTOTALSSINGLE FAMILY02500SECOND DWELLING UNIT 02500AFFORDABLE SENIOR4611,500250TOWNHOMES248550136,400QUALITY RESTAURANT14,0009202,300 PER 10,000SPECIALTY RETAIL16,0001,380TOTAL =150,20035,25035,96516,429PEAK FLOW------441,7602,300 PER 10,000ALL PARKING FOR THE SENIOR HOUSING WILL BE PROVIDED IN ACCORDANCE WITH CALIFORNIAGOVERNMENT CODE §65915(P)(1).PARKING SUMMARYUSEUNITSORAREASPACES REQUIREDGeneral Plan - ResidentialLARGE TOWNHOMES 11542SMALL TOWNHOMES 12059General Plan - CommericalAFFORDABLE SENIOR 46TOWNHOMES913QUALITY RESTAURANT74,000SPECIALTY RETAIL406,00020SPACES PROVIDEDRESIDENTS VISITORSRESIDENTS VISITORS230 (GARAGE)240 (GARAGE)38 - COVERED26 (GARAGE)--29300440202302404726--6,000APPROVEDTHIS IS THE APPROVED TENTATIVE MAP/SITE PLAN FORPROJECT NO. PER CONDITION NO. OFPLANNING COMMISSION RESOLUTION NO.Engineering Division DatePlanning DivisionDate133,710COMMUNITY RECREATION AREA SUMMARY12018,0006,000LOT SUMMARYLOTNUMBERLAND USEAREAS.F. ACRES1AFFORDABLE SENIOR89,7562.062COMMERCIAL85,0441.953TOWNHOMES40,6920.934TOWNHOMES136,6113.145TOWNHOMES78,9371.816TOWNHOMES134,4893.097TOWNHOMES103,5072.3889PRIVATE STREET40,3530.9310PRIVATE STREET106,1872.4411PRIVATE STREET9,5620.2212RECREATION AREA35,4440.8113RECREATION AREA31,7030.73SLOPE LOT7,3500.17TOTAL899,63620.65* * 9 - NOT COVEREDATTACHMENT 7 EVEV(EV)(EV)EVEV152.15' 524.99'191.07'170.59'496.24'795.44 '154.26'3 3.58 '137.08'132.85'114.50'22.53'452.25'53.24'84.18 '530.40 '15.52'79 .0 8 '316.30'84.79'81.97'45.61'236.63'99.59'10.68'44.76'6.56'17.06'44.50'241.33'183.05'47.64 '82.09'174.85'232.12'100.88'16.91'54.57' 170.16' 89.28' 65.44'325.66'87.42'103.58'278.19'248.88'68.17 '30.51'74.57'37.51' 59.61' 45.20'332.09'192.04'139.68'34.63'66.69'86.22'24.00'86 .8 0 '40.38'5 9.15' 226.68'86.33'22.77'22.08'221.18'626.35 '122.29'324.96'179.14'68.95 '120.35'125.14'53.91' 54.40'89.74'891012131415161718676869707172737475767778PM 3451MAP7292MAP8033MAP10558469+00470+00471+00472+00473+00474+00475+00476+00477+00478+00479+00480+00481+00482+00483+00484+00PM 3451PM 3451MAP8033MAP7292EX. 24" CMP891012131415161718676869707172737475767778PM 3451MAP7292MAP8033MAP10558469+00470+00471+00472+00473+00474+00475+00476+00477+00478+00479+00480+00481+00482+00483+00484+00PM 3451PM 3451MAP8033MAP7292EXISTING RIGHT-OF-WAYPER DOC NO. 76-428052EXISTING RIGHT-OF-WAY PER DOC NO. 76-428052EX. R/WC/LP/LP/LP/LP/LP/LP/L P/L EX. R/WC/LEX. R/WEX. R/WC/LEX. R/WEL CAMINO REALN65°22 '26 "E 1291 .68 ' N02°23'45"E 316.47'S87°53'49"W 397.21'N18°57'34"E 977.24'N02°25'23"E 0.01'126'63'63'44'44'18'LOT 2(COMMERCIAL)LOT 3(TOWNHOMES) LOT 4(TOWNHOMES) LOT 4(TOWNHOMES)LOT 5(TOWNHOMES)LOT 7(TOWNHOMES) LOT 6(TOWNHOMES)LOT 12(RECREATION) LOT 11(RECREATION)LOT 8(PRIVATE STREET)LOT 9(PRIVATE STREET)LOT 9 (PR IVATE STREET )LOT 1(SENIOR HOUSING)PARK DRIVE KELLY DRIVE58'58'58'68'58'56'VARIES70'134'63'71'4' EASEMENT TO SDG&E FOR ANCHORAGE RIGHTOF WAY PER DEED REC. JULY 11, 1974: FILENO. 74-154502 O.R. TO BE REMOVED150' EASEMENT TO SDG&E PERDEED REC. JUNE 1, 1953 IN BOOK4874, PAGE 143 AND 148 O.R.EXISTING PIPELINE EASEMENT TO THECARLSBAD MUTUAL WATER COMPANYRECORDED NOV. 3 1941, IN BOOK 1271,PAGE 70 OF OFFICIAL RECORDS A 15' PORTION ON THE PROJECTPROPERTY TO BE QUITCLAIMED150'LOT 10(PRIVATE STREET)LOT 13(SLOPE)GENERAL PLANDESIGNATION: (GC)GENERAL PLANDESIGNATION: (R-15)EASEMENT PER DOC. NO. 76-428052DATED: DECEMBER 21, 1976 FOR(ABANDONED) LIQUID FUEL LINE &GENERAL UTILITIES- TO BE QUITCLAIMED(PUBLIC)(PUBLIC)(PUBLIC)6S22S68S25S108S185L4CL90S7S8S5S3S4S14S2S1S15S13S11S12S18S21S19S20S17S74S16S75S77S76S78S84S83S82S81S79S80S73S72S71S28S70S69S26S24S27S23S67S65S66S64S63S62S61S60S59S58S57S56S34S33S32S31S30S29S39S37S38S36S35S55S54S53S52S51S49S50S48S46S47S45S44S43S42S41S40S94S93S92S91S98S97S96S95S102S101S100S99S106S105S104S103S110S109S107S114S112S113S111S116S117S115S118S122S121S120S119S134L133L132L131L130L129L128L141L127L139L140L136L138L137L135L147L146L145L144L143L142L152L151L150L149L148L158L157L156L155L154L153L181L180L179L178L177L176L175L174L173L172L171L170L169L168L167L166L165L164L163L162L161L159L160L126L125L124L123L184L183L182L189L188L187L186L193L192L191L190L197L196L195L194L201L200L199L198L205L204L203L202L209L208L207L206L213L212L211L210L217L216L215L214L222L221L220L219L218L223L229L228L226L227L225L224L233L232L231L230L236L235L234L1CL2CL3CL13CL12CL11CL10CL9CL8CL7CL6CL5CL87S86S85S89S88SOPEN SPACE EASEMENTSTO THE CITY OF CARLSBADPER DOC. NO. 2001-0703336AND DOC. NO. 2004-0691456TO BE VACATED AFTERTERMINATION OF C.U.P. ANDREMOVAL OF CELL TOWERCENTERLINE OF EASEMENT FORRIGHT-OF-WAY TO SDG&E PERDEED REC. NOVEMBER 27, 1951IN BOOK 4302 PAGE 401 O.R. NOWIDTH SET FORTH IN DEEDTO BE REMOVEDS75°47'50"E 361.66'PROPOSED PUBLIC STREETAND PUBLIC UTILITY EASEMENT73'PROPOSED PUBLIC STREETAND PUBLIC UTILITY EASEMENTOPEN SPACE EASEMENT TO THE CITY OFCARLSBAD PER DOC. NO. 1997-0375383TO BE VACATED AFTER TERMINATION OFC.U.P. AND REMOVAL OF CELL TOWER237LEASEMENT TO SDG&EREC. AUGUST 9, 1966PER DOC #128725EXISTING RIGHT-OF-WAY PER RS 682 CT 16-07 PUD 16-09 HDP 16-02 SUP 16-02 PUD 2018-0007CDP 16-33SDP 2018-0001EIR 2017-001DEV16038Tel. 760.929.2288 Fax. 760.929.2287 Email. info@HWL-PE.com2888 LOKER AVENUE EAST SUITE 217, CARLSBAD, CA 92010 www.HWL-PE.comHOWES WEILER LANDYPLANNING & ENGINEERINGMARJA ACRES TENTATIVE MAP0SCALE: 1" = 60'306060120180NOTES:SEE SHEETS 7-9 FOR DETAILED SITE PLANSEE SHEETS 10-12 FOR PAVING AND GRADING PLANSEE SHEETS 13-15 FOR WATER AND SEWER IMPROVEMENTSSEE SHEETS 16-18 FOR STORM DRAIN IMPROVEMENTSEASEMENTS:PROPOSED GENERAL UTILITY AND ACCESS EASEMENT24'24'24'24'24'24'24'24'24'24'24'24'24'24'24'24'24'24'24'24'24'24'24'LOT SUMMARYLOTNUMBERLAND USEAREAS.F.ACRES1AFFORDABLE SENIOR89,7562.062COMMERCIAL85,0441.953TOWNHOMES40,6920.934TOWNHOMES136,6113.145TOWNHOMES78,9371.816TOWNHOMES134,4893.097TOWNHOMES103,5072.3889PRIVATE DRIVE40,3530.9310PRIVATE DRIVE106,1872.4411PRIVATE DRIVE9,5620.2212RECREATION AREA35,4440.8113RECREATION AREA31,7030.73SLOPE LOT7,3500.17TOTAL899,63620.6524'PROPOSED EMERGENCY VEHICAL ACCESS EASEMENT 150' EASEMENT TO SDG&E PERDEED REC. JUNE 1, 1953 IN BOOK4874, PAGE 143 AND 148 O.R.EXISTING SHOPSEL CAMINO REALKELLY DR.R/WPL CLCLR/WR/WR/WCL N87°52'15"E 333.00'S87°52'28"W 461.27'474+00475+00476+00477+00478+00479+00480+00481+00482+00483+00484+00PM 3451(PUBLIC)(PUBLIC) 73' 63' 136' 20' 44' 18' 44' 10' S18°57'34"W 977.24' (S18°32'12"W 976.88')TO BE REMOVED4' EASEMENT TO SDG&EFOR ANCHORAGE RIGHTOF WAY PER DEED REC.JULY 11, 1974: FILENO. 74-154502 O.R.TO BE REMOVEDEXISTING PAVED ROADTO BE REMOVEDEXISTING STORAGE SHEDTO BE REMOVEDEXISTING 6" CURB& GUTTEREXISTING AC PAVEMENTTO BE REMOVEDEXISTING AC PAVEMENTTO BE REMOVEDCENTERLINE OF EASEMENT FORRIGHT-OF-WAY TO SDG&E PERDEED REC. NOVERMBER 27, 1951IN BOOK 4302 PAGE 401 O.R. NOWIDTH SET FORTH IN DEEDTO BE REMOVEDEXISTING PAVED ROADEXISTING ST. LIGHTTO BE RELOCATEDEXISTING 6" CURB& GUTTEREXISTING FIRE HYD.TO BE RELOCATEDEXISTINGSD INLETEXISTINGSD INLETEXISTINGFIRE HYD.EXISTINGSD INLETEXISTINGSD INLETEXISTINGSD INLETEXISTINGSD INLETEXISTINGSD INLETEXISTINGSD INLETEXISTINGSD INLETEXISTINGSD INLETEXISTINGSD INLETEXISTINGST. LIGHTEXISTINGFIRE HYD.EXISTING PROPERTYEXISTING OVERHEADPOWER LINESTO BE REMOVEDPARCEL NO. 1APN 207-101-356.26 ACRESPARCEL NO. 1APN 207-101-35EXIST. DRI V E W A Y TO BE RE M O V E D EXISTING DRIVEWAY(TO REMAIN)EXISTING POWER POLETO BE REMOVEDEXISTING POWER POLETO BE REMOVEDEXISTING BLOWOFFTO BE REMAINEXISTING FIRE HYD.TO BE RELOCATEDEXISTING POWER POLETO BE REMOVEDEXISTING SDG&E TRANSFORMERAND PEDESTAL TO BE RELOCATEDEXISTING SDG&E TRANSFORMERVAULT AND PEDESTAL TO REMAINEXISTING SDG&E TRANSFORMER AND PEDESTAL TO BE RELOCATEDEXISTINGSD INLETEXISTINGST. LIGHTTL23003TL23011TL23004TL23001EASEMENT PER DOC. NO. 76-428052DATED: DECEMBER 21, 1976 FOR(ABANDONED) LIQUID FUEL LINE& GENERAL UTILITIES -TO BE QUITCLAIMED CT 16-07 PUD 16-09 HDP 16-02 SUP 16-02 PUD 2018-0007CDP 16-33SDP 2018-0001EIR 2017-001DEV16038Tel. 760.929.2288 Fax. 760.929.2287 Email. info@HWL-PE.com2888 LOKER AVENUE EAST SUITE 217, CARLSBAD, CA 92010 www.HWL-PE.comHOWES WEILER LANDYPLANNING & ENGINEERINGSDPPSFHWSSDMARJA ACRES TENTATIVE MAPNOTES:1.PER HIS LETTER TO HWA DATED JUNE 25, 2018 KINDER MORGAN'S DIRECTOR OFPIPELINE ENGINEERING, H. HOOSHVAR, STATED THAT KINDER MORGAN IS WILLINGTO ABANDON THE 10 INCH DIAMETER LIQUID FUEL PIPELINE, LOCATED IN THEABANDONED RIGHT-OF-WAY OF EL CAMINO REAL, IN PLACE.2.THE EXTERNAL LOT DIMENSIONS SHOWN HEREON WERE MEASURED AND ARESHOWN ON A RECORD OF SURVEY BEING PROCESSED BY THE COUNTY SURVEYOR.3.ALL EASEMENTS LOCATED ON THIS SITE WILL BE QUITCLAIMED BY THE DEVELOPERAND REMOVED EXCEPT FOR THE 150' SDG&E EASEMENT.4.ALL STRUCTURES, CONCRETE, PAVEMENT AND FENCING WITHIN THE BOUNDARY OFTHIS PROJECT TO SHALL BE REMOVED.0SCALE: 1" = 40'20404080120MATCH LINE SEE SHEET 5MATCH LINE SEE SHEET 4KEY MAP EXISTING SHOPS72737475767778MAP 10558EL CAMINO REALPARK DR.R/WPLPL CLR/WCLR/WN78°14'38"E 275.01'N02°23'32"E 124.51'S87°52'28"W 110.42'S87°52'28"W 461.27'N02°23'45"E 315.88' (N01°58'54" 315.79')S87°52'28"W 571.69' (S87°27'37"W 578.92')469+00470+00471+00472+00473+00474+00PM 3451(PUBLIC)MAP 8033(PUBLIC)15'5'126'63'63'10'44'44'10'18'N65°22'26"E 1291.68' (N64°58'15"E 1291.66')TO BE REMOVEDEXISTING AC PAVEMENTTO BE REMOVEDEXISTING STORAGE SHEDTO BE REMOVEDEXISTING 6" CURB& GUTTEREXISTING AC PAVEMENTTO BE REMOVEDEXISTING PIPELINE EASEMENT TO THECARLSBAD MUTUAL WATER COMPANYRECORDED NOV. 3 1941, IN BOOK 1271,PAGE 70 OF OFFICIAL RECORDS A 15' PORTION ON THE PROJECTPROPERTY TO BE QUITCLAIMEDEXISTING PROPERTYLINE TO REMAINEXISTING PROPERTYLINE TO BE REMAINEXISTING ST. LIGHTTO BE RELOCATEDEXISTING 6" CURB& GUTTEREXISTINGSD INLETEXISTING SD INLETEXISTINGSD INLETEXISTINGSD INLETEXISTINGST. LIGHTPARCEL NO. 2APN 207-101-3714.39 ACRESEXIST. DRIVEWAYTO BE REMOVEDPARCEL NO. 1APN 207-101-356.26 ACRESEXISTING FIRE HYD.TO BE RELOCATEDEXISTING POWER POLEEXISTING SDG&E VAULTAND PEDESTAL TO REMAINEXISTING POWER POLETO BE REMOVEDEXISTING SDG&E TRANSFORMERTO BE RELOCATEDEXISTING SDG&EPEDESTAL TO BE RELOCATEDEXISTING RECLAIMEDWATER METER TO REMAIN CT 16-07 PUD 16-09 HDP 16-02 SUP 16-02 PUD 2018-0007CDP 16-33SDP 2018-0001EIR 2017-001DEV16038Tel. 760.929.2288 Fax. 760.929.2287 Email. info@HWL-PE.com2888 LOKER AVENUE EAST SUITE 217, CARLSBAD, CA 92010 www.HWL-PE.comHOWES WEILER LANDYPLANNING & ENGINEERINGMARJA ACRES TENTATIVE MAPNOTE:ALL EASEMENTS LOCATED ON THIS SITE WILLBE QUITCLAIMED BY THE DEVELOPER0SCALE: 1" = 40'20404080120MATCH LINE SEE SHEET 5 MATCH LINE SEE SHEET 3 KEY MAP EXISTINGHOUSEEXISTINGWAREHOUSE150' EASEMENT TO SDG&E PERDEED REC. JUNE 1, 1953 IN BOOK4874, PAGE 143 AND 148 O.R.S75°47'50"E 361.66' (S76°18'48"E 361.82')S18°57'34"W 977.24' (S18°32'12"W 976.88')891012131415161718676869707172PM 3451MAP 7292MAP 8033PARK DR . PLPL PLPLCLR/WN83°42'14"E 653.83'N87°52'15"E 333.00'N65°22 '26 "E 1291 .68 ' (N64 °58 '15 "E 1291 .66 ' )21.70'1269.98 'MAP 7292 (PUBL IC )15'5'TO BE REMOVEDTO BE REMOVED4' EASEMENT TO SDG&EFOR ANCHORAGE RIGHTOF WAY PER DEED REC.JULY 11, 1974: FILENO. 74-154502 O.R.TO BE REMOVEDEXISTING PAVED ROADTO BE REMOVEDCENTERLINE OF EASEMENT FORRIGHT-OF-WAY TO SDG&E PERDEED REC. NOVERMBER 27, 1951IN BOOK 4302 PAGE 401 O.R. NOWIDTH SET FORTH IN DEEDTO BE REMOVEDEXISTING CAR PORTTO BE REMOVEDCENTERLINE OF EASEMENT FORRIGHT-OF-WAY TO SDG&E PERDEED REC. NOVEMBER 27, 1951IN BOOK 4302 PAGE 401 O.R. NOWIDTH SET FORTH IN DEEDTO BE REMOVEDEXISTING STORAGE SHEDTO BE REMOVEDEXISTING ROLL OFF CONTAINERTO BE REMOVEDEXISTING ROLL OFF CONTAINERTO BE REMOVEDEXISTING ROLL OFF CONTAINERTO BE REMOVEDOPEN SPACE EASEMENTTO THE CITY OF CARLSBADPER DOC. NO. 2004-0691456TO BE VACATED AFTERTERMINATION OF C.U.P. ANDREMOVAL OF CELL TOWEROPEN SPACE EASEMENTTO THE CITY OF CARLSBADPER DOC. NO. 2001-0703336TO BE VACATED AFTERTERMINATION OF C.U.P. ANDREMOVAL OF CELL TOWEREXISTING CONC. PADTO BE REMOVEDEXISTING PAVED ROADEXISTING PAVED ROADTO BE REMOVEDEXISTING PROPERTYLINE TO REMAINEXISTING PROPERTYLINE TO BE REMAINEXISTING PIPELINE EASEMENT TO THECARLSBAD MUTUAL WATER COMPANYRECORDED NOV. 3 1941, IN BOOK 1271,PAGE 70 OF OFFICIAL RECORDS A 15' PORTION ON THE PROJECTPROPERTY TO BE QUITCLAIMEDPARCEL NO. 1APN 207-101-356.26 ACRESPARCEL NO. 2APN 207-101-3714.39 ACRESEXISTING SDG&ETOWER Z226553EXISTING SDG&ETOWER Z524962TL23003TL23011TL23003TL23011TL23004TL23001TL23004TL23001 OPEN SPACE EASEMENTTO THE CITY OF CARLSBADPER DOC. NO. 1997-0375383TO BE VACATED AFTERTERMINATION OF C.U.P. ANDREMOVAL OF CELL TOWER CT 16-07 PUD 16-09 HDP 16-02 SUP 16-02 PUD 2018-0007CDP 16-33SDP 2018-0001EIR 2017-001DEV16038Tel. 760.929.2288 Fax. 760.929.2287 Email. info@HWL-PE.com2888 LOKER AVENUE EAST SUITE 217, CARLSBAD, CA 92010 www.HWL-PE.comHOWES WEILER LANDYPLANNING & ENGINEERINGMARJA ACRES TENTATIVE MAP0SCALE: 1" = 40'20404080120NOTE:ALL EASEMENTS LOCATED ON THIS SITE WILLBE QUITCLAIMED BY THE DEVELOPER AND REMOVEDEXCEPT FOR THE 150' SDG&E EASEMENT.ALL STRUCTURES, CONCRETE, PAVEMENT AND FENCINGWITHIN THE BOUNDARY OF THIS PROJECT TO SHALLBE REMOVED.MATCH LINE SEE SHEET 3MATCH LINE SEE SHEET 4 KEY MAP EVEV(EV)(EV)EVEV468+00469+00470+00471+00472+00473+00474+00475+00476+00477+00478+00479+00480+00481+00482+00483+00484+00EX. 24" CMPBENCHBENCHBENCHBENCHBENCHBENCHBENCHBENCHBENCHBENCH BENCHBENCHBENCHBENC H BENCHBENC H BENCHBENCHBENCHBENCHBENCH BENCHBENCHBENCH EXISTING RIGHT-OF-WAYP/LP/LP/LP/LP/LP/L P/L S87°53'49"W 397.21'150'GENERAL PLANDESIGNATION: (GC)GENERAL PLANDESIGNATION: (R-15)6S22S68S25S108S185L4CL90S7S8S5S3S4S14S2S1S13S11S18S21S19S20S17S75S16S74S76S77S78S84S83S82S81S79S80S73S72S71S28S70S69S26S24S27S23S67S65S66S64S63S62S61S60S59S58S57S15S56S34S33S12S32S31S30S29S39S37S38S36S35S55S54S52S51S50S48S46S47S45S44S43S42S41S40S94S93S92S91S98S97S96S95S102S101S100S99S106S105S104S103S110S109S107S114S112S113S111S116S117S115S118S122S121S120S119S134L133L132L131L130L129L128L141L127L139L140L136L53S137L135L49S147L145L144L143L142L152L151L150L149L148L158L157L156L155L154L153L181L180L179L178L177L176L175L174L173L172L171L170L169L168L167L166L165L164L163L162L161L159L160L126L125L124L123L184L183L182L189L188L187L186L193L192L191L190L138L197L196L195L194L146L201L200L199L198L205L204L203L202L209L208L207L206L213L212L211L210L217L216L215L214L222L221L220L219L218L223L229L228L226L227L225L224L233L232L231L230L236L235L234L1CL2CL3CL13CL12CL11CL10CL9CL8CL7CL6CL5CL87S86S85S89S88S126'63'63'44'44'18'58'58'38'68'58'70'38'38'38'58'48'56'38'50'56'38'30'24'30'24'30'24'30'24'30'24'30'24'30'24'30'24'30'24'30'24'30'24'30'24'30'24'30'24'30'24'30'24'30'24'30'24'24'24'24'30'24'24'30'24'24'24'36'468+00469+00470+00471+00472+00473+00474+00475+00476+00477+00478+00479+00480+00481+00482+00483+00484+00237LEX. R/WC/LEX. R/WC/LEX. R/WEX. R/WC/LEX. R/WEL CAMINO REALPARK DRIVE KELLY DRIVE (PUBLIC)(PUBLIC)(PUBLIC)150' EASEMENT TO SDG&E PERDEED REC. JUNE 1, 1953 IN BOOK4874, PAGE 143 AND 148 O.R.EASEMENT TO SDG&EREC. AUGUST 9, 1966PER DOC # 128725 CT 16-07 PUD 16-09 HDP 16-02 SUP 16-02 PUD 2018-0007CDP 16-33SDP 2018-0001EIR 2017-001DEV16038Tel. 760.929.2288 Fax. 760.929.2287 Email. info@HWL-PE.com2888 LOKER AVENUE EAST SUITE 217, CARLSBAD, CA 92010 www.HWL-PE.comHOWES WEILER LANDYPLANNING & ENGINEERINGMARJA ACRES TENTATIVE MAP0SCALE: 1" = 60'306060120180NOTES:SEE SHEETS 7-9 FOR DETAILED SITE PLANSEE SHEETS 10-12 FOR PAVING AND GRADING PLANSEE SHEETS 13-15 FOR WATER AND SEWER IMPROVEMENTSSEE SHEETS 16-18 FOR STORM DRAIN IMPROVEMENTSEXISTING ST. LIGHTTO BE RELOCATEDEXISTING ST. LIGHTTO BE RELOACTEDEXISTING FIRE HYD.TO BE RELOCATEDEXISTINGSD INLETEXISTINGSD INLETEXISTINGFIRE HYD.EXISTINGSD INLETEXISTINGSD INLETEXISTINGSD INLETEXISTINGSD INLETEXISTINGSD INLETEXISTINGSD INLETEXISTINGSD INLETEXISTINGST. LIGHTEXISTINGFIRE HYD.EXISTING SD INLETEXISTINGSD INLETEXISTINGSD INLETEXISTINGST. LIGHTEXISTINGDRIVEWAY(TO REMAIN)EXISTING BLOWOFFTO BE REMAINEXISTING FIRE HYD.TO BE RELOCATEDEXISTING SDG&E TRANSFORMERAND PEDESTAL TO BE RELOCATEDEXISTING SDG&E TRANSFORMER AND PEDESTAL TO BE RELOCATEDEXISTING SDG&E VAULTAND PEDESTAL TO REMAINEXISTING SDG&E TRANSFORMERTO BE RELOCATEDEXISTINGSD INLETEXISTINGST. LIGHTEXISTING RECLAIMEDWATER METER TO REMAINSHEETS 4, 8, 11, 14 & 17SHEETS 5, 9, 12, 15 & 18SHEETS 3, 7, 10, 13 & 16EXISTING SDG&E TRANSFORMERVAULT AND PEDESTAL TO REMAIN 179L178L177L176L175L174L173L172L171L170L169L168L167L12CL11CL10CL9CL8CL7CL6CLEVEV(EV)(EV)EVEV22.53'452.25'174.85'232.12'100.88'170.16' 89.28' 65.44'325.66'103.58'278.19'68.17 '30.51'74.57'192.04' 86.22'179.14'89.74'EL CAMINO REALKELLY DR.R/WPL CLCLR/WR/WR/WCL 474+00475+00476+00477+00478+00479+00480+00481+00482+00483+00484+00PM 3451(PUBLIC)(PUBLIC)EX. 24" CMPBENCHBENCHBENCHBENCHBENCHBENC H EL CAMINO REALKELLY DR.R/WPL CLCLR/WR/WR/WCL 474+00475+00476+00477+00478+00479+00480+00481+00482+00483+00484+00PM 3451(PUBLIC)(PUBLIC)8'21'Δ=42°59'53"R=1600.00'L=1200.73'STA:478+77.33 EL CAMINO REAL =STA: 1+00.00 STREET 'A'N:2,000,440.32E:6,237,768.1573' 63' 136' 20' 44' 18' 44' 10' 40.0'40' EL CAMINO REALCORRIDOR SETBACK21'35'35'70'25' EL CAMINO REALCORRIDOR SETBACK10.0'EXISTING RIGHT-OF-WAYEX. R/WEX. R/WC/LEX. R/WEX. R/WC/LP/LP/L EX. R/WPRIVATE STREET 'A'RELOCATE EXISTINGFIRE HYDRANTN18°57'34"E 977.24' 29.1' 22.7'12.0'24.0'25.0'26.0'26.0'9.0'19.0'15.7'6.3'42.0'31.3'17.1'21.0'32.8'13.3'26.0'26.0'9.0'17.0'26.0'56'28'28'18'18'10'10'15.0'15.0'24.0'30.0'10.9'150' EASEMENT TO SDG&E PERDEED REC. JUNE 1, 1953 IN BOOK4874, PAGE 143 AND 148 O.R.PROP. MODULARWETLAND SYTEMPVT. STREET 'A'MAT C H E X I S T . C U R B , GUT T E R & S I D E W A L K RELOCATE EXISTINGSTREET LIGHT19.0'9.0'19.0'9.0'19.0'9.0'17.0'17.0'660' CORNER SIGHT DISTANCEMATCH EXI S T . C U R B , GUTTER & S I D E W A L K 660' CORNER SIGHT DISTANCE11'10.0'32.8'29.1'20.2'12.0'7.0'7.0'4.0'46.9'32.1'PROPOSEDLOT 1(AGE RESTRICTED)PROPOSEDLOT 2(COMMERCIAL)PROPOSEDLOT 3(TOWNHOMES)PROPOSEDLOT 8(PRIVATE DRIVE)BMP 4BMP 7BMP 611.6'MATCH EXIST. CURB, GUTTER & SIDEWALK CARPORT/SOLAR(TYP)MONUMENTWALL7.0'PROPOSED 150' DECELERATION LANEPROPOSED 120' TAPERMONUMENTWALL10'9'RELOCATE EXISTINGFIRE HYDRANT10'PROPOSED 90' TAPER12'8'BIKE LANETURN LANE12' 12'8'BIKE LANETURN LANEPROP. C.M.U.RETAINING WALLPROP. KEYSTONERETAINING WALL4.8' MAX HEIGHTPROP. KEYSTONERETAINING WALL23.6' MAX HEIGHTPROP. KEYSTONERETAINING WALL16.5' MAX HEIGHTLIMIT OF 50'RIPARIAN BUFFERPROP. KEYSTONERETAINING WALL11.2' MAX HEIGHTPROP. KEYSTONERETAINING WALL5.0' MAX HEIGHTPROP. KEYSTONERETAINING WALL3.8' MAX HEIGHTPROP. C.M.U.RETAINING WALL9.9' MAX HEIGHTPROP. KEYSTONERETAINING WALL5.0' MAX HEIGHTTRASH ENCLOSURECONCRETE TRASH ROLLOUT PAD24.0'26.0'10.0 '7.8'9.0'18.0'16.0'9.0'12.0'POTENTIAL EVPARKING SPACESEV PARKING ONLYEVPARKINGONLYPROP. C.M.U. RETAININGWALL, 4.0' MAX HEIGHT26.0'PROP. KEYSTONERETAINING WALL11.2' MAX HEIGHTCARPORT/SOLAR104'110'50'10.7'11.9'10.6'10.6'10.8'10.9' 14.0'62.3'40.1'44.1'26.3'40.7'41.0' CT 16-07 PUD 16-09 HDP 16-02 SUP 16-02 PUD 2018-0007CDP 16-33SDP 2018-0001EIR 2017-001DEV16038Tel. 760.929.2288 Fax. 760.929.2287 Email. info@HWL-PE.com2888 LOKER AVENUE EAST SUITE 217, CARLSBAD, CA 92010 www.HWL-PE.comHOWES WEILER LANDYPLANNING & ENGINEERINGMATCH LINE SEE SHEET 9MARJA ACRES TENTATIVE MAPMATCH LINE SEE SHEET 80SCALE: 1" = 40'20404080120NOTES:40' EL CAMINO REALCORRIDOR SETBACKSEE SHEET 2 FOR TENTATIVE MAP LOT INFORMATIONSEE SHEETS 7-9 FOR DETAILED SITE PLANSEE SHEETS 10-12 FOR PAVING AND GRADING PLANSEE SHEETS 13-15 FOR WATER AND SEWER IMPROVEMENTSSEE SHEETS 16-18 FOR STORM DRAIN IMPROVEMENTSKEY MAPR20'R30'PROPOSED 200'DECELERATION LANE 181L180L179L178L177L201L205L204L203L202L209L208L207L206L213L212L211L210L217L216L215L214L229L228L226L227L225L224L233L232L231L230L236L235L234L222L221L220L219L218L223LADAADAADAADAADAADAADA1CL2CL3CL13CL12CL11CL10CL8CL7CL6CL5CL4CLADA152.15'795.44'154.26'33.58'137.08'84.18'100.88'16.91'54.57'87.42'248.88'59.61'59.15'68.95'120.35'125.14'53.91'7172737475767778MAP 10558468+00469+00470+00471+00472+00473+00474+00PM 3451MAP 8033BENCHBENCH7172737475767778MAP 10558468+00469+00470+00471+00472+00473+00474+00PM 3451MAP 8033N87°53'49"E 761.06'S87°53'49"W 571.76'S87°53'49"W 189.29'N02°23'45"E 315.88'STA:471+70.93 EL CAMINO REAL =STA: 40+34.01 STREET 'A'N:2,000,382.95E:6,238,468.1358'29'29'19'19'10'10'N87°52'28"E126'63'63'44'44'10'18'40.0'S87°52'28"W 417.43'N02°23'45"E 315.88'50.0'P/LP/L P/L P/L EX. R/WC/LEX. R/WEX. R/WC/LEX. R/WPRIVATE STREET 'A'PRIVATESTREET 'A'S65°22'26"W 1291.68'15.0'24.4'24.0'30.0'24.0'24.0'30.0'24.0'30.0'24.0'10.5'10.5'10.5'10.7'10.7'20.5'24.0'32.0'30.0'24.0'14.1'16.1'16.1'14.0'49.8'24.0'4.5'24.0'5.0'5.0'5.0'44.8'18.0'20.0'MATCH EXIST. CURB,GUTTER & SIDEWALK32.0'24.0'660' CORNER SIGHT DISTANCERELOCATE EXIST.UTILITY VAULTAND PEDESTAL20.8'20.2'12.0'50' EL CAMINO REALPLANNED DEVELOPMENTORDINANCE SETBACKPROPOSEDLOT 3(TOWNHOMES)PROPOSEDLOT 3(TOWNHOMES)PROPOSEDLOT 4(TOWNHOMES)PROPOSEDLOT 9(PRIVATE STREET)PROPOSEDLOT 13(SLOPE &RECREATION)PROPOSEDLOT 10(PRIVATE STREET)PROPOSEDLOT 4(TOWNHOMES)28.1'37.9'31.8'10.0'PROPOSED 200' DECELERATION LANEMONUMENTWALL10'12'8'BIKE LANETURN LANEBIKE LANETURN LANEPROP. KEYSTONERETAINING WALL12.9' MAX HEIGHTPROP. C.I.P.RETAINING WALL22.0' MAX HEIGHTPROP. C.M.U.RETAINING WALL8.5' MAX HEIGHTPROP. C.M.U.RETAINING WALL8.5' MAX HEIGHTPROP. KEYSTONERETAINING WALL3.7' MAX HEIGHTPROP. KEYSTONERETAINING WALL5.0' MAX HEIGHT9.0'18.0'PROP. C.M.U.RETAINING WALL7.5' MAX HEIGHT9.0'19.0'9.0'19.0'21.0'PROP. MODULARWETLAND SYTEMPROP. TREEWELLMONUMENTWALL61.2' LOT WIDTH5.4'5.0'10.7'14.6'CLR/WR/W466+00467+00CLR/WR/W466+00467+00108S110S109S107S114S112S113S111SADAADAADA CT 16-07 PUD 16-09 HDP 16-02 SUP 16-02 PUD 2018-0007CDP 16-33SDP 2018-0001EIR 2017-001DEV16038Tel. 760.929.2288 Fax. 760.929.2287 Email. info@HWL-PE.com2888 LOKER AVENUE EAST SUITE 217, CARLSBAD, CA 92010 www.HWL-PE.comHOWES WEILER LANDYPLANNING & ENGINEERINGMARJA ACRES TENTATIVE MAPMATCH LINE SEE SHEET 9 MATCH LINE SEE SHEET 7 0SCALE: 1" = 40'20404080120NOTES:SEE SHEET 2 FOR TENTATIVE MAP LOT INFORMATIONSEE SHEETS 7-9 FOR DETAILED SITE PLANSEE SHEETS 10-12 FOR PAVING AND GRADING PLANSEE SHEETS 13-15 FOR WATER AND SEWER IMPROVEMENTSSEE SHEETS 16-18 FOR STORM DRAIN IMPROVEMENTSKEY MAP40' EL CAMINO REALCORRIDOR SETBACKTYPICAL OWNERSHIP & MAINTENANCE DETAIL FOREXCLUSIVE/COMMON USE AREASEXCLUSIVE USE AREA - OWNED BY HOA, MAINTAINED BY CONDO OWNERCOMMON AREA - OWNED & MAINTAINED BY H.O.A.PLPLSUBDIVISION BOUNDARYSLOPE AREA - OWNED & MAINTAINED BY H.O.A.CIRCULATION AREA - OWNED & MAINTAINED BY H.O.A.PRIVATE O W N E R S H I P PRIVATE O W N E R S H I PPRIVATE OWNERSHIP - OWNED & MAINTAINED BY CONDO OWNERCONDO LINES46.5'25.0'33.6' 6S22S68S25S108S185L90S7S8S5S3S4S14S2S1S15S13S11S12S18S21S19S20S17S75S16S74S76S77S78S84S83S82S81S79S80S73S72S71S28S70S69S26S24S27S23S67S65S66S64S63S62S61S60S59S58S57S56S34S33S32S31S30S29S39S37S38S36S35S55S54S53S52S51S49S50S48S46S47S45S44S43S42S41S40S94S93S92S91S98S97S96S95S102S101S100S99S106S105S104S103S110S109S107S114S112S113S111S116S117S115S118S122S121S120S119S134L133L132L131L130L129L128L141L127L139L140L136L138L137L135L147L146L145L144L143L142L152L151L150L149L148L158L157L156L155L154L153L179L178L177L176L175L174L173L172L171L170L169L168L167L166L165L164L163L162L161L160L159L126L125L124L123L184L183L182L189L188L187L186L193L192L191L190L197L196L195L194L201L200L199L198L205L204L203L87S86S85S89S88SADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADA524.99'191.07'170.59'496.24 '795.44 '132.85'114.50'53.24'530.40 '15.52'79 .08 '316.30 '84.79'81.97'45.61'236.63'99.59'10.68'44.76'6.56'17.06'44.50 '241.33'183.05'47.64 '82.09'174.85'232.12'100.88'6830.51'37.51'45.20'332.09'192.04'139.68'34.63'66.69'86.22'24.00'86 . 80 '40.38'226.68'86.33'22.77'22.08'221.18'626.35 '122.29'324.96 '179.14' 54.40'891012131415161718676869707172PM 3451MAP 7292MAP 8033PARK DR . PL PLPLCLR/WMAP 7292 (PUBL IC )EX. 24" CMPBENCHBENCHBENCHBENCHBENCHBENCHBENCH BENCHBENCHBENCHBENCHBENC H BENCHBENC H BENCHBENCH891012131415161718676869707172PM 3451MAP 7292MAP 8033PARK DR . PL PLPLCLR/WMAP 7292 (PUBL IC )28'28'20'18'10'8'19'19'10'56'28'28'20'18'10'8'56'58'29'29'38'19'10'10'58'29'29'19'19'10'10'P/LP/LP/LP/LP/LP/LPVT. STREET 'A 'S65°22 '26 "W 1291 .68 'S75°47'50"E 361.66'N18°57'34"E 977.24'6.3'56'28'28'18'18'10'24.0'30.0'24.0 '30.0 '24.0 '30.0 '24.0 '30.0 '24.0 '30.0 '24.0'35.7'24.0 '30.0 '24.0 '30.0 '21.0'24.0 '30.0 '24.0 '30.0 '24.0 '30.0 '24.0 '30.0 '24.0 '30.0 '24.0 '30.0 '24.0 '30.0 '24.0'30.0'24.0'30.0'32.0'33.9'24.0'25.0'25.0 '25.0 '25.0 '20.0 '13.6 '33.9'34.8'24.0'5.0'24.0'30.0'24.0'10.0'12.6'10.0'10.0'11.2'10.0'10.4'10.0'10.1'10.1'11.6'10.0'10.5'10.5'10.5'10.5'53.5'40.4'40.4'40.4'39.5'44.3'44.7'24.0 '18.0 '18.0 '18.0 '17.0 '18.0 '18.0 '2.0'2.0'9.5'12.0'12.0'10.9'10.9'PVT. STREET 'A ' PVT. STREET 'A'PVT. STREET 'A'38'10'5'6'9'10'11'6.9'5.0'5.0'5.7'5.0'10.5 '10.0 '9.5 '29.1'20.2'12.0'4.0'PROPOSEDLOT 4(TOWNHOMES)PROPOSEDLOT 5(TOWNHOMES)PROPOSEDLOT 7(TOWNHOMES)PROPOSEDLOT 6(TOWNHOMES)PROPOSEDLOT 11(RECREATION)PROPOSEDLOT 9(PRIVATE STREET)PROPOSEDLOT 9 (PR IVATE STREET )BMP 6BMP 5BMP 2BMP 1BMP 35'32.3'140'PROPOSEDLOT 12(RECREATION)10'32.0'5.0'PROP. KEYSTONERETAINING WALL0.6' MAX HEIGHTPROP. KEYSTONERETAINING WALL1.9' MAX HEIGHTPROP. KEYSTONERETAINING WALL3.8' MAX HEIGHTPROP. KEYSTONERETAINING WALL6.8' MAX HEIGHTPROP. C.M.U.RETAINING WALL1.7' MAX HEIGHTPROP. KEYSTONERETAINING WALL2.5' MAX HEIGHTPROP. KEYSTONERETAINING WALL4.8' MAX HEIGHTPROP. KEYSTONERETAINING WALL11.3' MAX HEIGHTPROP. KEYSTONERETAINING WALL3.8' MAX HEIGHTPROP. KEYSTONERETAINING WALL23.6' MAX HEIGHTPROP. C.M.U.RETAINING WALL9.9' MAX HEIGHTPROP. C.M.U.RETAINING WALL3.9' MAX HEIGHT18.1 '10.3'10.3'12.5'24'TYP.7'EASEMENT TO SDG&EREC. AUGUST 9, 1966PER DOC # 12872585'PROP. KEYSTONERETAINING WALL3.8' MAX HEIGHTPROP. C.M.U.RETAINING WALL3.8' MAX HEIGHT9.0 '9.0 '9.1'46.1'8.8'11.9'10.6'10.6' CT 16-07 PUD 16-09 HDP 16-02 SUP 16-02 PUD 2018-0007CDP 16-33SDP 2018-0001EIR 2017-001DEV16038Tel. 760.929.2288 Fax. 760.929.2287 Email. info@HWL-PE.com2888 LOKER AVENUE EAST SUITE 217, CARLSBAD, CA 92010 www.HWL-PE.comHOWES WEILER LANDYPLANNING & ENGINEERINGMATCH LINE SEE SHEET 7MARJA ACRES TENTATIVE MAPMATCH LINE SEE SHEET 80SCALE: 1" = 40'20404080120NOTES:SEE SHEET 2 FOR TENTATIVE MAP LOT INFORMATIONSEE SHEETS 7-9 FOR DETAILED SITE PLANSEE SHEETS 10-12 FOR PAVING AND GRADING PLANSEE SHEETS 13-15 FOR WATER AND SEWER IMPROVEMENTSSEE SHEETS 16-18 FOR STORM DRAIN IMPROVEMENTSKEY MAP 179L178L177L176L175L174L173L172L171L170L169L168L167L166L70805868626280708066686676808462645658 607410+00 11+00 12+00 7068 66 12CL11CL10CL9CL8CL7CL6CL5660EVEV(EV)(EV)EVEV22.53'452.25'174.85'232.12'100.88'170.16' 89.28' 65.44'325.66'103.58'278.19'68.17 '30.51'74.57'192.04' 86.22'179.14'89.74'EL CAMINO REALKELLY DR.R/WPL CLCLR/WR/WR/WCL 474+00475+00476+00477+00478+00479+00480+00481+00482+00483+00484+00PM 3451(PUBLIC)(PUBLIC)EX. 24" CMPBENCHBENCHBENCHBENCHBENCHBENC H 10+00 11+00 12+00 10%59.9 FS59.1 FS60.0 FS59.4 FS63.2 FS66.6 FS2%1%2%8%5%50.0 FG58.4 FGPROP. BIO-FILTRATION BASINW/ IMPERMEABLE LINER71.9 FS71.9 FS71.3 FS68.9 FS68.9 FS69.3 FS72.0 FS71.3 FSPROP. TRASHENCLOSUREPER GS-1653.5 FG53.5 FG70.6 FG72.3 FG2%4%2%4.5%67.7 FGPROP.RIP-RAPPROP.RIP-RAPPROP. 12" TRENCH DRAINPROP. INLET TG=57.25PROP.PARKINGAREAFF=60.67FP=60.00FF=60.67FP=60.00FF=69.67FP=69.00FF=72.67FP=72.00FF=71.75FP=71.00FF=71.75FP=71.00FF=72.25FP=71.50FF=85.75FF=85.75FP=85.00FF=85.75FP=85.00FF=85.75FP=85.00FF=85.75FP=85.00FF=85.25FP=84.50FF=85.75FP=85.00FF=85.75FP=85.00FF=85.75FP=85.00FF=85.25FP=84.50FF=85.25FP=84.5069.6 FS2:1 SLOPE2:1 SLOPE2:1 SLOPEPROP.INLETPROP. INLETBIO-FILTRATIONPROP.BIO-FILTRATION BASIN BIO-FILTRATIONBASIN - BMP7BIO-FILTRATIONBASIN - BMP 42%RESTAURANT4,000 SFRETAILCOMMERCIAL6,000 SF69.0 FG70.0 FGMATCH EXI S T . C U R B , GUTTER & S I D E W A L K MAT C H E X I S T . C U R B , GUT T E R & S I D E W A L K MATCH EXIST. CURB, GUTTER & SIDEWALKFF=85.75FP=85.00FF=85.75FP=85.00FF=85.75FP=85.00FF=85.75FP=85.00FF=85.75FP=85.00FF=85.75FP=85.00FF=85.75FP=85.00FF=85.75FP=85.00FF=85.25FP=84.50FF=85.25FP=84.50FF=72.25FP=71.50FF=72.25FP=71.50FF=72.25FP=71.50FF=71.75FP=71.00FF=71.75FP=71.002%60.2 FS4% 3% 3%0.5%0.5%0.5%69.8 FG69.1 FG53.5 FG63.0 FG68.5 FGBMP 660.0 FS3%1%2%1%1%2%MAX2%MAX2% MAX 2%MAX66.0 FG66.5 FG70.1 FG82.0 FG64.6 FSEVC61.9 FSBVC56.7 FSEVC52.1 FSBVC2%60.5TC60.5TC60.2 FS60.4 FS60.6 FS66.9 FS3%66.3 FG67.8 FS68.7 FS69.7 FS69.5 FSMONUMENTWALLMONUMENTWALL66.2 FG66.5 FGPROP.RIP-RAP50.0 TW48.0 BWH=2.0'58.0 TW48.0 BWH=10.0'60.0 TW48.8 BWH=11.2'60.0 TW43.5 BWH=16.5'68.0 TW48.5 BWH=19.5'71.5 TW47.9 BWH=23.6'62.1 TW57.9 BWH=4.2'61.0 TW56.0 BW55.4 TW51.7 BWH=3.7'53.00 TW52.20 BW55.3 TW50.3 BWH=5.0'59.1 TW59.1 BW66.5 TW65.5 BW84.8 TW83.1 BW84.8 TW83.1 BW84.8 TW83.1 BW84.3 TW83.1 BW79.0 TW72.0 BW79.0 TW79.0 BW66.5 TW65.5 BW66.5 TW66.5 TW63.5 BW77.4 TW72.6 BW72.0 TW69.4 BWPROP. KEYSTONERETAINING WALL4.8' MAX HEIGHTPROP. KEYSTONEPROP. KEYSTONERETAINING WALL16.5' MAX HEIGHTPROP. KEYSTONERETAINING WALL11.2' MAX HEIGHTPROP. KEYSTONERETAINING WALL5.0' MAX HEIGHT66.5 TW62.2 BW66.5 TW64.7 BW84.8 TW83.1 BW62.3 TW59.8 BW59.3 TW57.3 BW57.4 TW54.9 BW57.1 TW52.7 BW70.0 TW59.3 BWPROP. C.M.U.RETAINING WALL13.4' MAX HEIGHTPROP. KEYSTONERETAINING WALL5.0' MAX HEIGHT2% 2% 2% 2%REC.AREA 851.5 FS52.5 FSTRASH ENCLOSURECONCRETE TRASH ROLLOUT PAD69.5 FS69.5 TS67.0 BS69.5 FS68.8 FS69.5 FS69.5 FS69.5 FSFF=60.67FP=60.0083.0 FS83.0 FS83.0 FS71.2 TW69.1 BW71.2 TW68.5 BW84.3 TW83.1 BW83.0 FS10'PROP. C.M.U. RETAININGWALL, 4.0' MAX HEIGHT60.3 TW55.6 BW58.75 TW55.60 BW58.75 TW55.60 BW58.75 TW58.75 BW83.0 FS83.0 FS84.8 TW83.1 BW68.5 FG56.1 FG56.6 FG57.4 FG70.2 FS71.2 FG66.5 TW63.0 BW66.5 TW63.0 BW66.5 TW63.0 BW58.7 TW56.2 BW58.7 TW56.2 BW72.5 TW69.8 BW72.0 TW69.2 BW71.2 TW67.3 BW66.8 TW66.8 BW66.00 TC66.13 TW64.8 BW66.13 TW64.8 BW66.00 TCPROP.INLETTG=64.75PROP. INLETTG=70.2560.0 TW48.2 BWH=11.8'72.6 TW59.2 BW60.3 TW55.6 BW60.6 FS58.7 TW56.2 BW60.0 TW55.2 BW59.1 TW54.1 BW2% 2% 2%PROP. KEYSTONERETAINING WALL5.0' MAX HEIGHTLIMIT OF 50'RIPARIANBUFFER58.0 FG405060708010+0011+0012+0013+00EXIST.GROUND605040PROP. RET. WALL11.2' HEIGHT605040PLSECTION A-A36'605040PLSECTION B-BPROP.STORMDRAIN1:12:1EXIST.SURFACE1' DEEPENED FOOTING2% min.4'5'RET. WALL5' MAX HT.S/WDECELLANESAFETY FENCEAT T/WALLSAFETY FENCEAT T/WALLPROP.STORM DRAIN10'MIN.2% min.40' SETBACKEXIST. GROUNDTEMP. SHORING WALLTEMP.SHORINGWALLPROP. CURB & GUTTER7060SECTION C-C70608080FF=72.6710'2% MAX4:1T/SLOPE70.0FLOW LINE2:12'PLEXIST.SURFACE4'5'RET. WALLPROP. CURB & GUTTERS/WDECELLANESAWCUT SAFETY FENCE AT T/WALL6" DEEP SWALEVARIES70SECTION D-D803%756572.0 FS69.8 FGRETAININGWALL708075652:1BASINBMP MAX70SECTION E-E75657075652% 5'2:1DEEPENEDCURB0" HEIGHTCURBHANDRAILSBOTH SIDES60603:16'2'SAFETY FENCEAT T/WALL1:1 SECTION F-F7010'T/SLOPE68.52:17565707565FLOW LINE 3:170.1 TC69.6 FL6" DEEPSWALEBENCHBENCH CT 16-07 PUD 16-09 HDP 16-02 SUP 16-02 PUD 2018-0007CDP 16-33SDP 2018-0001EIR 2017-001DEV16038Tel. 760.929.2288 Fax. 760.929.2287 Email. info@HWL-PE.com2888 LOKER AVENUE EAST SUITE 217, CARLSBAD, CA 92010 www.HWL-PE.comHOWES WEILER LANDYPLANNING & ENGINEERINGMARJA ACRES TENTATIVE MAP0SCALE: 1" = 40'20404080120MATCH LINE SEE SHEET 12MATCH LINE SEE SHEET 11 NOTES:SEE SHEET 2 FOR TENTATIVE MAP LOT INFORMATIONSEE SHEETS 7-9 FOR DETAILED SITE PLANSEE SHEETS 13-15 FOR WATER AND SEWER IMPROVEMENTSSEE SHEETS 16-18 FOR STORM DRAIN IMPROVEMENTSAAENTRY D R I V E 1 (PRIVA T E )ENTRY DRIVE 1 - PROFILE VIEWKEY MAPBBCCDDSEE SHEETS 21-22 FOR ADA ACCESS AND GRADING DETAILSEEFF49.0 TG45.0 IE58.0TW48.0BW(49.0 TC)(48.5 FL)(49.1 FS)(48.6 FS)50.0TW48.0BWEL CAMINO REALSDGE A C C E S S R O A DNORTHWEST GRADING - DETAIL 1SEE NORTHWEST GRADINGDETAIL 1, THIS SHEETPROPOSED KEYSTONERETAINING WALL H=16.5'SAFETY FENCEAT T/WALLPROPOSED RIP-RAPPER D-40PROPOSEDCLEANOUTPROPOSEDBROW DITCH2:1PROPOSED D-41 MODIFIEDCONCRETE ENERGY DISSIPATERLIMIT OFRIPARIAN50' BUFFERSECTION G-GGG 181L180L179L178L177L201L205L204L203L202L209L208L207L206L213L212L211L210L217L216L215L214L229L228L226L227L225L224L233L232L231L230L236L235L234L102108 1001066670765868807010466706466687274828468222L221L220L219L218L223LADAADAADAADAADAADA ADA1CL2CL3CL13CL12CL11CL10CL8CL7CL6CL5CL4CLADA80 152.15'795.44'154.26'33.58'137.08'84.18'100.88'16.91'54.57'87.42'248.88'59.61'59.15'68.95'120.35'125.14'53.91'7172737475767778MAP 10558EL CAMINO REALPARK DR.R/WPLPL CLR/WCLR/W468+00469+00470+00471+00472+00473+00474+00PM 3451(PUBLIC)MAP 8033(PUBLIC)BENCHBENCH4%0.5%2%1%2%1%1%10%0.5%FF=71.75FP=71.00FF=71.75FP=71.00FF=71.75FP=71.00FF=72.25FP=71.50FF=83.75FP=83.00FF=83.75FP=83.00FF=81.75FP=81.00FF=82.25FP=81.50FF=81.75FP=81.00FF=82.75FP=82.00FF=82.75FP=82.00FF=86.25FP=85.50FF=86.25FP=85.50FF=87.25FP=86.50FF=87.25FP=86.50 FF=87.25FP=86.50FF=87.25FP=86.50FF=87.75FP=87.00 86.5 FS85.9 FS83.1 FS82.4 FS79.0 FS84.3 FS85.6 FSFF=85.25FP=84.50FF=85.25FP=84.5076.4 FS71.2 FS70.7 FS70.5 FS2:1 SLOPE2:1 SLOPE2:1 SLOPE2:1 SLOPEREC.AREA 6PROP. INLETPROP.INLETPROP. INLET78.9 FG78.0 FGMATCH EXIST. CURB,GUTTER & SIDEWALKFF=83.75FP=83.00FF=83.75FP=83.00FF=81.75FP=81.00FF=81.75FP=81.00FF=82.25FP=81.50FF=82.25FP=81.50FF=82.25FP=81.50FF=82.25FP=81.50FF=82.75FP=82.00FF=82.75FP=82.00FF=82.75FP=82.00FF=82.75FP=82.00FF=86.25FP=85.50 FF=86.25FP=85.50FF=86.75FP=86.00FF=86.75FP=86.00FF=86.75FP=86.00FF=86.75FP=86.00FF=87.25FP=86.50 FF=87.25FP=86.50FF=87.25FP=86.50 FF=87.25FP=86.50FF=87.75FP=87.00 FF=87.75FP=87.00 FF=85.25FP=84.50FF=85.25FP=84.50FF=85.25FP=84.50FF=72.25FP=71.50FF=72.25FP=71.50FF=72.25FP=71.50FF=71.75FP=71.00FF=71.75FP=71.00FF=71.75FP=71.00FF=71.75FP=71.00FF=71.75FP=71.00FF=71.75FP=71.0084.5 FSHI PNT.81.4 FS2%1%7%2%2%2%2%0.5%REC. AREA 7RELOCATEINLET70.6 FG70.1 FG4'4'82.0 FS81.5 FS2%85.0 FS82.0 FS83.4 FS80.1 FS83.0 FSMONUMENTWALLMONUMENTWALL94.6 TW87.0 BWH=7.6'94.8 TW86.5 BWH=8.3'96.8 TW86.5 BWH=10.3'96.8 TW86.0 BWH=10.8'95.3 TW85.5 BWH=9.8'94.9 TW82.0 BWH=12.9'104.0 TW82.0 BWH=22.0'102.9 TW82.0 BWH=20.9'82.00 TW82.00 BW92.8 TW92.6 BWH=0.2'81.5 TW81.5 BW85.2 TW81.5 BWH=3.7'89.5 TW81.5 BWH=8.0'83.5 TW80.8 BW65.0 TW60.2 BW63.0 TW63.0 BW62.1 TW57.9 BWH=4.2'77.0 TW76.0 BW83.5 TW83.0 BWH=0.5'84.0 TW83.0 BWH=1.0'90.5 TW82.0 BWH=8.5'PROP. KEYSTONERETAINING WALL12.9' MAX HEIGHTPROP. C.I.P.RETAINING WALL22.0' MAX HEIGHTPROP. C.M.U.RETAINING WALL8.5' MAX HEIGHTPROP. C.M.U.RETAINING WALL8.5' MAX HEIGHTPROP. KEYSTONERETAINING WALL3.7' MAX HEIGHT2%82.1 FS2% 3%82.0 FS81.5 FS79.4 TW72.9 BW79.5 TW72.0 BW72.0 BW84.3 TW83.1 BWPROP. C.M.U.RETAINING WALL7.5' MAX HEIGHT5%79.6 FS3%1%2%1.5%63.5 TW58.5 BWH=5.0'PROP. KEYSTONERETAINING WALL5.0' MAX HEIGHT2%2%2%63.2 FS59.9 FS83.0 FS84.3 TW83.1 BW83.0 FS85.9 FS82.8 FS4.5%83.6 FS3%81.9 FS86.7 FS87.2 FS5%87.1 FS3%87.2 FS87.7 FS 5%87.6 FS2%84.5 FS85.2 FSSTEM WALL72.5 TW69.0 BW72.5 TW69.0 BW72.5 TW69.0 BW77.5 TW74.0 BW77.5 TW74.0 BW77.5 TW74.0 BW82.5 TW79.0 BWPROP. TREE WELLPROP. MODULARWETLAND SYSTEM80.1 TW78.0 BW86.5 TW85.2 BW86.0 TW85.2 BW85.5 TW82.0 BW85.5 TW82.3 BW82.5 TW82.3 BW84.8 TW82.0 BW85.3 TW85.2 BW86.5 TW85.8 BW506070809010011036+0037+0038+0039+0040+0040+558 4 8 6324.96'1.8%SECTION B-B1101009011010090PLPROP. RET. WALLPROP. BROW DITCHEX. GRADE4'1'2 :12%10'SAFETY FENCEAT T/WALLSECTION C-C10090PL801009080PROP. RET. WALLPROP. BROW DITCHEX. GRADE5'16'10'SAFETY FENCEAT T/WALLSECTION D-D1101009011010090PL8080EX. GRADEPROP. RET. WALL22' MAX. HEIGHTPROP. BROW DITCH10'11'18" MIN.TEMP.SHORINGWALL4'SAFETY FENCEAT T/WALLRET. WALL7.5' MAX HT.RET. WALL1' MAX HT.SECTION E-E90908080707012'2 :14.5'7.5'6'±4'7'6060EX. GRADE18" MIN.SAFETY FENCEAT T/WALL CT 16-07 PUD 16-09 HDP 16-02 SUP 16-02 PUD 2018-0007CDP 16-33SDP 2018-0001EIR 2017-001DEV16038Tel. 760.929.2288 Fax. 760.929.2287 Email. info@HWL-PE.com2888 LOKER AVENUE EAST SUITE 217, CARLSBAD, CA 92010 www.HWL-PE.comHOWES WEILER LANDYPLANNING & ENGINEERINGMARJA ACRES TENTATIVE MAP0SCALE: 1" = 40'20404080120MATCH LINE SEE SHEET 12 MATCH LINE SEE SHEET 10 NOTES:SEE SHEET 2 FOR TENTATIVE MAP LOT INFORMATIONSEE SHEETS 7-9 FOR DETAILED SITE PLANSEE SHEETS 13-15 FOR WATER AND SEWER IMPROVEMENTSSEE SHEETS 16-18 FOR STORM DRAIN IMPROVEMENTSBBCCENTRY DRIVE 2(PRIVATE)ENTRY DRIVE 2 - PROFILE VIEW2%2%2% 1%1% 2% 2% 2% 2% 2% 0" CURB ONLY 6" ROLLED CURB AND GUTTER 2%5%2%5%2%5%2%5% 2%5%2%5%2%5%2%5% 1%1%1% 1%1%1% 2% MIN.2%MIN.TYPICAL COURT GRADING AND DRAINAGE DETAIL6" PVCSTORMDRAIN(TYP)6" PVCSTORMDRAIN(TYP)6" YARDDRAIN (TYP)6" YARDDRAIN (TYP)KEY MAPRIDGELINE RIDGELINE DD5%5%5%5%EE FF=85.75SECTION A-A757580858085FENCE PERLS PLANSCMURET. WALL2:1CONCRETEWALKWAY4.5'TYPICAL SECTION B-BFENCE PERLS PLANSFENCE PERAS SHOWN ON PLAN2:1 SLOPE w/STAIRSTYPICAL SECTION C-CLS PLANSFENCE PERAS AS SHOWN ON PLANRET. WALL w/STAIRSFF PERPLANFF PERPLANFF PERPLANFF PERPLAN4'WALK4'WALK6' MIN.6' MIN.VARIES6' MIN.6' MIN.VARIES(H=2' MAX.)2%2%2%2%2%AREA DRAINFENCE PERLS PLANS6'±AREA DRAIN2%2%AREA DRAIN2%TYPICAL SECTION D-D83.0FS84.7FS6" CURB6" CURB3.5'2:1AC PAVEMENT4.0'CONC.WALK6S22S68S25S108S185L90S7S8S5S3S4S14S2S1S15S13S11S12S18S21S19S20S17S75S16S74S76S77S78S84S83S82S81S79S80S73S72S71S28S70S69S26S24S27S23S67S65S66S64S63S62S61S60S59S58S57S56S34S33S32S31S30S29S39S37S38S36S35S55S54S53S52S51S49S50S48S46S47S45S44S43S42S41S40S94S93S92S91S98S97S96S95S102S101S100S99S106S105S104S103S110S109S107S114S112S113S111S116S117S115S118S122S121S120S119S134L133L132L131L130L129L128L141L127L139L140L136L138L137L135L147L146L145L144L143L142L152L151L150L149L148L158L157L156L155L154L153L179L178L177L176L175L174L173L172L171L170L169L168L167L166L165L164L163L162L161L160L159L126L125L124L123L184L183L182L189L188L187L186L193L192L191L190L197L196L195L194L201L200L199L198L205L204L203L202L87S86S85S89S88S70808090906070 6070 6070 7080100 100100106869410496 8078 829674 808880 708096 1021001029080 76808486 88 80 82 84 86 88 747654 94646464 92ADAADAADAADAADAADA ADAADAADAADAADAADAADAADAADAADAADAADAADA788072747889101213 1415161718676869707172PM 3451MAP 7292MAP 8033PARK DR . PL PLPLCLR/WMAP 7292 (PUBL IC )EX. 24" CMPBENCHBENCHBENCHBENCHBENCHBENCHBENCH BENCHBENCHBENCHBENCHBENC H BENCHBENC H BENCHBENCH4.5%10%86.5 FS88.1 FS85.1 FSHI PNT.87.2 FS88.9 FS86.1 FS83.9 FS81.9 FS79.7 FS1%1%1%1%1%2%2%2%2%2%2%2%2%2%88.7 FSHI PNT.88.1 FSEVC87.8 FSBVC1.4%0.5%1.8%2.0% 1.2%77.9 FSHI PNT.77.7 FSEVC76.9 FSBVC2.8%74.1 FSLOW PNT.75.5 FSEVC75.0 FSBVC4.7%FF= 8 7 . 2 5FP=8 6 . 5 0 FF = 8 7 . 2 5FP= 8 6 . 5 0 FF = 8 7 . 7 5FP= 8 7 . 0 0 FF = 8 7 . 7 5 FP = 8 7 . 0 0FF= 8 7 . 7 5FP= 8 7 . 0 0FF= 8 7 . 7 5FP=8 7 . 0 0 FF = 8 9 . 2 5FP= 8 8 . 5 0 F F = 8 9 . 2 5 F P = 8 8 . 5 0 F F = 8 9 . 2 5 F P = 8 8 . 5 0FF= 8 9 . 2 5FP= 8 8 . 5 0 F F = 9 0 . 7 5 F P = 9 0 . 0 0 F F = 9 0 . 7 5FP= 9 0 . 0 0 F F = 9 0 . 7 5 F P = 9 0 . 0 0 FF = 9 0 . 7 5FP= 9 0 . 0 0 FF= 8 9 . 2 5FP= 8 8 . 5 0 FF= 8 9 . 2 5FP=8 8 . 5 0 F F = 8 9 . 2 5 F P = 8 8 . 5 0 FF = 8 9 . 2 5FP=8 8 . 5 0 F F = 8 7 . 7 5 FP = 8 7 . 0 0 F F = 8 7 . 7 5 F P = 8 7 . 0 0 F F= 8 7 . 7 5 FP = 8 7 . 0 0 F F= 8 7 . 7 5 FP = 8 7 . 0 0 FF= 8 5 . 7 5FP=8 5 . 0 0 F F= 8 5 . 7 5 FP = 8 5 . 0 0 F F = 8 5 . 7 5 F P = 8 5 . 0 0 FF = 8 5 . 7 5FP= 8 5 . 0 0 FF = 8 3 . 2 5FP= 8 2 . 5 0 F F = 8 3 . 2 5 F P = 8 2 . 5 0 FF=83.25FP=82.50 FF= 8 3 . 2 5FP=8 2 . 5 0 FF=78.25FP=77.50FF=77.75FP=77.00FF=78.75FP=78.00FF=78.25FP=77.50FF=77.75FP=77.00FF=78.75FP=78.00FF=78.75FP=78.00FF=78.75FP=78.00FF=81.75FP=81.00 FF=80.25FP=79.50 FF=79.75FP=79.00 FF=79.25FP=78.50 FF=78.75FP=78.00FF=79.75FP=79.00FF=80.25FP=79.50FF=80.25FP=79.50 FF=79.25FP=78.50FF=79.75FP=79.00FF=80. 2 5FP=79 . 5 0FF= 8 0 . 2 5FP= 7 9 . 5 0 F F= 8 0 . 7 5 FP = 8 0 . 0 0 F F = 8 0 . 7 5 F P = 8 0 . 0 0 FF = 7 9 . 7 5 FP = 7 9 . 0 0 F F= 7 9 . 7 5 FP = 7 9 . 0 0 FF = 8 1 . 7 5FP= 8 1 . 0 0 F F = 8 1 . 7 5 F P = 8 1 . 0 0 FF = 8 2 . 2 5FP= 8 1 . 5 0 F F = 8 2 . 7 5 F P = 8 2 . 0 0 F F= 8 2 . 7 5 FP = 8 2 . 0 0FF = 8 5 . 7 5 FP = 8 5 . 0 0 FF = 8 5 . 7 5FP= 8 5 . 0 0 FF = 8 6 . 2 5FP= 8 5 . 5 0FF = 8 6 . 2 5 FP = 8 5 . 5 0FF = 8 6 . 7 5FP= 8 6 . 0 0FF= 8 6 . 7 5FP=8 6 . 0 0 FF = 8 0 . 2 5 FP = 7 9 . 5 0 FF = 8 0 . 2 5FP= 7 9 . 5 0 FF = 8 3 . 7 5 FP = 8 3 . 0 0FF = 8 3 . 7 5 FP = 8 3 . 0 0FF= 8 4 . 2 5FP=8 3 . 5 0 F F= 8 4 . 2 5 FP = 8 3 . 5 0FF = 8 4 . 7 5 F P = 8 4 . 0 0 F F= 8 4 . 7 5 FP = 8 4 . 0 0 F F= 8 6 . 7 5 FP = 8 6 . 0 0 FF= 8 6 . 7 5FP=8 6 . 0 0 F F= 8 6 . 2 5 FP = 8 5 . 5 0 F F= 8 6 . 2 5 FP = 8 5 . 5 0 F F= 8 5 . 7 5 FP = 8 5 . 0 0 FF = 8 5 . 7 5FP= 8 5 . 0 0 FF = 8 2 . 7 5 FP = 8 2 . 0 0 F F = 8 2 . 7 5 FP = 8 2 . 0 0 FF = 8 2 . 2 5 FP = 8 1 . 5 0 FF = 8 2 . 2 5FP=8 1 . 5 0 F F = 8 3 . 2 5 FP = 8 2 . 5 0 FF = 8 3 . 2 5FP=8 2 . 5 0 F F= 8 3 . 7 5 FP = 8 3 . 0 0FF= 8 3 . 7 5FP= 8 3 . 0 0 F F = 8 4 . 2 5 F P = 8 3 . 5 0 F F = 8 4 . 2 5 FP = 8 3 . 5 0 F F = 8 2 . 7 5 FP = 8 2 . 0 0 FF= 8 2 . 2 5FP= 8 1 . 5 0 FF=8 2 . 2 5FP=8 1 . 5 0FF = 8 2 . 7 5 F P = 8 2 . 0 0 FF=81.75FP=81.0 0 FF=78.75FP=78.00FF=79.25FP=78.50FF=80.25FP=79.50 FF=79.75FP=79.00 FF=79.25FP=78.50FF=80.25FP=79.50 FF=79.75FP=79.00 FF = 8 7 . 7 5FP= 8 7 . 0 0 F F = 8 7 . 7 5 F P = 8 7 . 0 0FF = 8 8 . 2 5 FP = 8 7 . 5 0FF= 8 8 . 2 5FP=8 7 . 5 0FF = 8 8 . 7 5 FP = 8 8 . 0 0 F F = 8 8 . 7 5 F P = 8 8 . 0 0 F F = 8 9 . 2 5 F P = 8 8 . 5 0FF = 8 9 . 2 5 FP = 8 8 . 5 0 F F = 8 9 . 2 5 F P = 8 8 . 5 0 FF = 8 9 . 2 5 FP = 8 8 . 5 0 F F= 8 8 . 7 5 FP = 8 8 . 0 0 F F = 8 8 . 7 5 F P = 8 8 . 0 0 FF = 8 8 . 2 5FP= 8 7 . 5 0 FF = 8 7 . 7 5FP=8 7 . 0 0 F F = 8 7 . 7 5 F P = 8 7 . 0 0 FF = 8 7 . 7 5FP= 8 7 . 0 0 FF = 8 7 . 7 5FP= 8 7 . 0 0 F F= 8 8 . 2 5 FP = 8 7 . 5 0FF= 8 8 . 2 5FP=8 7 . 5 0 F F= 8 8 . 7 5 FP = 8 8 . 0 0 F F = 8 8 . 7 5 F P = 8 8 . 0 0 F F= 8 7 . 7 5 FP = 8 7 . 0 0FF = 8 7 . 7 5 FP = 8 7 . 0 0FF= 8 8 . 2 5FP= 8 7 . 5 0 FF = 8 8 . 7 5FP= 8 8 . 0 0 FF = 8 8 . 7 5FP=8 8 . 0 0 FF=79.25FP=78.50FF=78.75FP=78.00FF=78.25FP=77.50FF=77.75FP=77.00FF=77.75FP=77.008%81.4 FS80.2 FS83.9 FS81.1 FS77.6 FS79.5 FS78.0 FS75.9 FS77.7 FS75.9 FS77.2 FS80.8 FS82.2 FS84.9 FS87.0 FS88.9 FS90.2 FS88.8 FS87.3 FS86.2 FS87.9 FS89.0 FS87.8 FS85.7 FS83.7 FSFF=85.75FP=85.00FF=85.75FP=85.00FF=85.75FP=85.00FF=85.75FP=85.00FF=85.75FP=85.00FF=85.25FP=84.50FF=85.75FP=85.00FF=85.75FP=85.00FF=85.75FP=85.00FF=85.25FP=84.50FF=85.25FP=84.50FF=86.25FP=85.50FF=86.25FP=85.50FF=86.25FP=85.502 :1 S LOPE 2:1 S LOPE 2 : 1 S LOPE 2 : 1 S LOPE2:1 SLOPE2:1 SLOPE2:1 SLOPE 2:1 SLOPE 87.2 FG88.3 FG2%2%2%2%2%2%1%ACTIVERECREATIONAREA 1ACTIVERECREATIONAREA 2REC.AREA 4REC.AREA 3REC. AREA 5REC.AREA 6PROP.RIP-RAPPROP.RIP-RAPPROP.INLET73.15 TGPROP. INLETTG=76.10PROP. INLETPROP. INLETPROP. INLETPROP. INLETPROP. INLETPROP. INLETPROP. INLETBIO-FILTRATION BASINBMP 2BIO-FILTRATIONBASIN - BMP 5PROP.RIP-RAPBIO-FILTRATION BASIN2%FF = 8 7 . 2 5 FP = 8 6 . 5 0 FF = 8 7 . 2 5 F P = 8 6 . 5 0 FF = 8 7 . 7 5FP= 8 7 . 0 0 F F = 8 7 . 7 5 F P = 8 7 . 0 0FF = 8 7 . 7 5 FP = 8 7 . 0 0 F F= 8 7 . 7 5 FP = 8 7 . 0 0 FF = 8 9 . 2 5 FP = 8 8 . 5 0 F F = 8 9 . 2 5 F P = 8 8 . 5 0 F F = 8 9 . 2 5 FP = 8 8 . 5 0FF= 8 9 . 2 5FP= 8 8 . 5 0FF = 9 0 . 7 5 FP = 9 0 . 0 0 F F = 9 0 . 7 5 F P = 9 0 . 0 0 F F = 9 0 . 7 5 FP = 9 0 . 0 0 F F = 9 0 . 7 5 F P = 9 0 . 0 0 F F = 8 9 . 2 5 F P = 8 8 . 5 0 FF = 8 9 . 2 5FP= 8 8 . 5 0 FF = 8 9 . 2 5FP= 8 8 . 5 0 F F= 8 9 . 2 5 FP = 8 8 . 5 0 F F= 8 7 . 7 5 FP = 8 7 . 0 0 F F = 8 7 . 7 5 F P = 8 7 . 0 0 F F = 8 7 . 7 5 F P = 8 7 . 0 0 F F= 8 7 . 7 5 FP = 8 7 . 0 0 F F = 8 5 . 7 5 F P = 8 5 . 0 0 F F = 8 5 . 7 5 FP = 8 5 . 0 0FF = 8 3 . 2 5 FP = 8 2 . 5 0 F F = 8 3 . 2 5 F P = 8 2 . 5 0 F F = 8 5 . 7 5 F P = 8 5 . 0 0 F F= 8 5 . 7 5 FP = 8 5 . 0 0 FF= 8 3 . 2 5 FP = 8 2 . 5 0 FF=83. 2 5FP=82 . 5 0FF=78.25FP=77.50FF=78.25FP=77.50FF=77.75FP=77.00FF=77.75FP=77.00FF=77.75FP=77.00FF=78.25FP=77.50FF=78.75FP=78.00FF=78.75FP=78.00FF=78.75FP=78.00FF=86.25FP=85.50FF=86.25FP=85.50FF=86.75FP=86.00FF=85.75FP=85.00FF=85.75FP=85.00FF=85.75FP=85.00FF=85.75FP=85.00FF=85.75FP=85.00FF=85.75FP=85.00FF=85.75FP=85.00FF=85.75FP=85.00FF=85.25FP=84.50FF=85.25FP=84.50FF=78.25FP=77.50FF=78.75FP=78.00FF=79.25FP=78.500.5%72.15 FG68.5 FGBMP 373.85 FG2%PROP. INLET84.8 FSHI PNT.84.5 FSHI PNT.1%1%2%2%2%72.65 FGPROP. KEYSTONERETAINING WALL1.6' MAX HEIGHT88.1 TW87.0 BW3%75.0 FG75.8 FG82.0 FG4'4'4'BIO-FILTRATION BASIN - BMP 14'74.4 FS76.1 FS78.1 FS77.1 FS77.1 FS78.4 FS80.4 FS82.5 FS82.5 FG75.5 FS74.9 FS76.6 FS78.5 FS78.5 FS77.4 FS75.6 FS74.7 FS78.5 FS77.8 FS84.7 FS83.7 FS83.0 FS85.5 FSFF=86.75FP=86.0068.0 TW48.5 BWH=19.5'71.5 TW47.9 BWH=23.6'70.1 TW54.7 BWH=15.4'70.3 TW69.5 BWH=0.8'77.3 TW73.5 BW77.0 TW74.9 BW57.0 TW56.8 BW57.6 TW46.3 BWH=11.3'48.7 TW47.4 BW77.5 TW77.5 BW80.0 TW80.0 BW79.1 TW77.5 BWH=1.6'84.0 TW84.0 BW84.4 TW82.5 BWH=1.9'85.0 TW85.0 BW85.25 TW85.00 BWH=0.25'83.3 TW82.5 BWH=0.8'87.8 TW85.0 BWH=2.8'88.0 TW87.0 BWH=1.0'89.6 TW87.0 BWH=2.6'90.0 TW88.5 BWH=1.5'92.3 TW88.5 BWH=3.8'91.3' TW90.0 BWH=1.3'92.1 TW90.0 BWH=2.1'92.3 TW88.5 BWH=3.8'93.3 TW88.5 BWH=4.8'93.8 TW87.0 BWH=6.8'94.6 TW87.0 BWH=7.6'66.5 TW65.5 BW66.5 TW63.5 BW84.8 TW83.1 BW84.8 TW83.1 BW78.65 TW78.33 BW80.50 TW80.33 BW79.57 TW78.00 BW77.5 TW72.65 BW78.5 TW72.65 BW76.4 TW72.65 BW75.0 TW72.65 BW83.9 TW82.0 BWH=1.9'PROP. KEYSTONERETAINING WALL1.9' MAX HEIGHTPROP. KEYSTONERETAINING WALL3.8' MAX HEIGHTPROP. KEYSTONERETAINING WALL6.8' MAX HEIGHT84.8 TW83.1 BW84.3 TW83.1 BW72.0 BWPROP. C.M.U.RETAINING WALL1.7' MAX HEIGHT66.5 TW65.5 BW66.5 TW63.5 BW66.5 TW63.5 BW77.4 TW72.6 BW72.0 TW69.4 BWPROP. KEYSTONERETAINING WALL4.8' MAX HEIGHTPROP. KEYSTONERETAINING WALL11.3' MAX HEIGHTPROP. KEYSTONERETAINING WALL3.8' MAX HEIGHTPROP. KEYSTONERETAINING WALL23.6' MAX HEIGHT84.8 TW83.1 BW70.0 TW59.3 BWPROP. C.M.U.RETAINING WALL13.4' MAX HEIGHT77.5 TW73.85 BW77.5 TW73.85 BW77.9 TW73.85 BW77.0 TW73.85 BWPROP. C.M.U.RETAINING WALL4.1' MAX HEIGHT83.0 FS83.0 FS83.0 FS84.3 TW83.1 BW83.0 FSPROP. C.M.U.RETAINING WALL5.5' MAX HEIGHT150' EASEMENT TO SDG&E PERDEED REC. JUNE 1, 1953 IN BOOK4874, PAGE 143 AND 148 O.R.2%6%5%78.5 FS77.6 FS80.1 FS2%82.7 FS82.8 FS85.0 FS84. 6 FS85. 7 FS 8 3 . 2 FS 8%8%87. 1 FS87. 7 FS85. 7 FS8%8%8 8 .8 FS 8 9 .2 FS 8 7 . 7 FS5%5%9 0 . 0 FS 90. 7 FS 8 9 .2 FS5%5%9 0 .2 FS89. 2 FS 9 0 .7 FS5%5%8 8 . 8 FS 8 7 .7 FS 8 9 .2 FS5%5%87. 2 FS 8 7 .7 FS5%87. 6 FS88.0 FS87.3 FS86.0 FS2%2%79.6 TW78.3 BW80.0 TW78.7 BW87.6 TW86.0 BW8 6 .7 FS4.5%82. 7 FS85. 3 FS2%4%80.2 FS80.6 FS2.5%2% 8 5 .6 FS2%2 % 8 3 .2 FS 8 4 .2 FS2%2%4.9%2%8 6 .0 FS 8 6 . 9 FS 4%8 3 .4 FS2%83.0 FS83.0 FS84.8 TW83.1 BW84.4 FS87.6 TW85.0 BW85.5 FS8 0 . 7 FS84. 7 FS3.7%2.0%82. 8 FS0.5%8 5 .0 FS1%87. 0 FS1%88. 7 FS1%8 8 .7 FS1%87. 7 FS 8 5 . 8 FS 2%5%68.5 FG79.5 FS80.0 FS2%4%PROP. INLET8 2 .7 FS4.9%76.6 FS71.2 FGSTEPS87. 0 TW 8 4 .1 BW 8 7 . 5 TW 8 5 .5 BW85. 3TW 8 3 . 3BW 87.5 TW85.5 BWPROP. INLET77.0 TW73.85 BW67.3 BW66.8 TW66.8 BW66.00 TC66.00 TC76.0 FG75.5 FG77.0 TW74.5 BW82.5 TW78.9 BW 8 5 . 0 TW 8 2 . 9 BW 8 7 . 0 TW 8 5 . 0 BW87.0 TW85.7 BW8 8 . 5 TW 8 7 . 0 BW 8 8 . 5 TW 8 7 . 7 BW 9 0 . 0 TW 8 8 . 7 BW 9 0 . 0 TW 8 9 . 2 BW 9 0 . 0 TW 8 8 . 7 BW 9 0 . 7 TW 8 9 . 5 BW 8 8 . 5 TW 8 7 . 7 BW 8 9 . 0 TW 8 7 . 7 BW 8 7 . 0 TW 8 5 . 8 BW 8 6 . 5 TW 8 5 . 8 BW79.0 TW77.8 BW73.7 FL72.15 FL76.0 TW72.15 BW76.0 TW72.15 BWPROP. KEYSTONERETAINING WALL3.85' MAX HEIGHTPROP. INLETTG=70.2573.85 FGPROP. INLETTG=73.1573.6 FL72.6 TW59.2 BWREC.AREA 977.0 FS77.0 TW74.7 BW76.2 FS75.8 FS77.0 FG CT 16-07 PUD 16-09 HDP 16-02 SUP 16-02 PUD 2018-0007CDP 16-33SDP 2018-0001EIR 2017-001DEV16038Tel. 760.929.2288 Fax. 760.929.2287 Email. info@HWL-PE.com2888 LOKER AVENUE EAST SUITE 217, CARLSBAD, CA 92010 www.HWL-PE.comHOWES WEILER LANDYPLANNING & ENGINEERINGMARJA ACRES TENTATIVE MAP0SCALE: 1" = 40'20404080120MATCH LINE SEE SHEET 10MATCH LINE SEE SHEET 11 NOTES:SEE SHEET 2 FOR TENTATIVE MAP LOT INFORMATIONSEE SHEETS 7-9 FOR DETAILED SITE PLANSEE SHEETS 13-15 FOR WATER AND SEWER IMPROVEMENTSSEE SHEETS 16-18 FOR STORM DRAIN IMPROVEMENTSKEY MAP*NOTE: NO OFF-SITE REMEDIALGRADING IS PROPOSEDPROP. KEYSTONERETAINING WALL3.0' MAX HEIGHTAABBBBBBCCCCCCCCDD 16+0017+0010+00 11+007080686262 807066686676808462645658607410+00 11+00 12+00 7068 66 11CL10CL9CL8CL7CL6CL5660EVEV(EV)(EV)EVEVEL CAMINO REALKELLY DR.R/WPL CLCLR/WR/WN87°52'15"E 333.00'S87°52'28"W 461.27'474+00475+00476+00477+00478+00479+00480+00481+00482+00PM 3451(PUBLIC)(PUBLIC)EX. 24" CMPBENCHBENCHBENCHBENCHBENCHBENC H 10+00 11+00 12+0016+0017+0070' G.U.E.35'35'12'15'15'5.5'5.5'4.5'4.5'28'56' G.U.E.28'(TYP.)(TYP.)(51.2RIM)(40.1 IE)62.4 RIM53.56 FL64.6 RIM53.30 FL65.6 RIM50.8 FL60.5 RIM46.85 FL71.3 RIM63.93 FL69.9 RIM59.88 FL68.7 RIM56.60 FL72.7 RIM(TYP.)70.0 RIM61.82 FL11' CT 16-07 PUD 16-09 HDP 16-02 SUP 16-02 PUD 2018-0007CDP 16-33SDP 2018-0001EIR 2017-001DEV16038Tel. 760.929.2288 Fax. 760.929.2287 Email. info@HWL-PE.com2888 LOKER AVENUE EAST SUITE 217, CARLSBAD, CA 92010 www.HWL-PE.comHOWES WEILER LANDYPLANNING & ENGINEERINGMARJA ACRES TENTATIVE MAPUTILITY NOTES1.PROPOSED 8" PVC PUBLIC WATER LINE2.PROPOSED 8" PVC PUBLIC SEWER LINE3.PROPOSED 4" PVC PRIVATE WATERLINE4.PROPOSED 6" PVC PRIVATE SEWER LINE5.PROPOSED PUBLIC FIRE HYDRANT ASSEMBLY PER CMWD STD. DWG. W-126.PROPOSED 1" PRIVATE WATER SERVICE PER CMWD STD. DWG. W-37.PROPOSED GATE VALVE PER CMWD STD. DWG. W-13, 168.PROPOSED 4' DIA. PUBLIC SEWER MANHOLE PER STD. NO. S-19.PROPOSED 4" PRIVATE SEWER LATERAL PER STD. NO. S-710.PROPOSED PRIVATE STREET LIGHT11.SEE SHEETS 17 THRU 19 FOR PROPOSED PRIVATE STORM DRAIN12.PROPOSED 8" PVC PUBLIC RECLAIMED WATER LINE13.PROPOSED 4' DIA. PRIVATE SEWER MANHOLE PER STD. NO. S-114.PROPOSED PRIVATE FIRE HYDRANT ASSEMBLY PER CMWD STD. DWG. W-1215.PROPOSED PRIVATE SEWER MAIN CLEANOUT PER STD. DWG S-616.PROPOSED 2" PUBLIC WATER SERVICE AND PUBLIC METER WITH PRIVATEBACKFLOW.17.PROPOSED DOUBLE CHECK VALVE DETECTOR ASSEMBLY PER W-2218.PROPOSED 8" PRIVATE FIRE SERVICE.19.PROPOSED 1 1/2" PUBLIC WATER SERVICE AND PUBLIC METER WITHPRIVATE BACKFLOW.0SCALE: 1" = 40'20404080120MATCH LINE SEE SHEET 15MATCH LINE SEE SHEET 14 NOTES:SEE SHEET 2 FOR TENTATIVE MAP LOT INFORMATIONSEE SHEETS 7-9 FOR DETAILED SITE PLANSEE SHEETS 10-12 FOR PAVING AND GRADING PLANSEE SHEETS 16-18 FOR STORM DRAIN IMPROVEMENTSSEE SHEET 1 FOR LINE TYPE LEGEND AND ABBREVIATIONSKEY MAP 40+3435+0036+0037+0038+00 39+00 40+00181L180L179L178L177L205L204L203L202L209L208L207L206L213L212L211L210L217L216L215L214L229L228L226L227L225L224L233L232L231L230L 236L235L234L102108 1001066670765868807010466706466687274828468222L221L220L219L218L223LADAADAADAADAADA ADA1CL2CL3CL13CL12CL11CL10CL8CL7CL6CL5CL4CLADA-4%80727374757677 78MAEL CAMINO REALPARK DR.R/WPLPL CLR/WCLR/WN78°14'38"E 275.01'N02°23'32"E 124.51'S87°52'28"W 110.42'S87°52'28"W 461.27'N02°23'45"E 315.88' (N01°58'54" 315.79')S87°52'28"W 571.69' (S87°27'37"W 578.92')469+470+00471+00472+00473+00474+00PM 3451(PUBLIC)MAP 8033(PUBLIC)BENCHBENCH40+3435+0036+0037+0038+00 39+00 40+0068' G.U.E.34'12'15'14'34'(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)84.2 RIM73.12 FL84.9 RIM72.74 FL84.5 RIM69.73 FL79.0 RIM63.76 FL78.9 RIM65.22 FL77.0 RIM60.28 FL72.1 RIM60.76 FL73.7 RIM60.09 FL70.7 RIM61.05 FL85.3 RIM73.58 FL(61.8 RIM)(52.5 IE)(TYP.)82.1 RIM73.64 FL80.7 RIM69.35 FL(TYP.)(TYP.)85.8 RIM79.75 FL82.7 RIM75.32 FL82.2 RIM74.16 FL70.6 RIM62.72 FL(TYP.)81.4 RIM71.24 FL12'86.5 RIM80.51 FL87.3 RIM81.26 FL11'12'12'12'12'12'11'5' CT 16-07 PUD 16-09 HDP 16-02 SUP 16-02 PUD 2018-0007CDP 16-33SDP 2018-0001EIR 2017-001DEV16038Tel. 760.929.2288 Fax. 760.929.2287 Email. info@HWL-PE.com2888 LOKER AVENUE EAST SUITE 217, CARLSBAD, CA 92010 www.HWL-PE.comHOWES WEILER LANDYPLANNING & ENGINEERINGMARJA ACRES TENTATIVE MAP0SCALE: 1" = 40'20404080120MATCH LINE SEE SHEET 15 MATCH LINE SEE SHEET 13 NOTES:SEE SHEET 2 FOR TENTATIVE MAP LOT INFORMATIONSEE SHEETS 7-9 FOR DETAILED SITE PLANSEE SHEETS 10-12 FOR PAVING AND GRADING PLANSEE SHEETS 16-18 FOR STORM DRAIN IMPROVEMENTSSEE SHEET 1 FOR LINE TYPE LEGEND AND ABBREVIATIONSKEY MAPUTILITY NOTES1.PROPOSED 8" PVC PUBLIC WATER LINE2.PROPOSED 8" PVC PUBLIC SEWER LINE3.PROPOSED 4" PVC PRIVATE WATERLINE4.PROPOSED 6" PVC PRIVATE SEWER LINE5.PROPOSED PUBLIC FIRE HYDRANT ASSEMBLY PER CMWD STD. DWG. W-126.PROPOSED 1" PRIVATE WATER SERVICE PER CMWD STD. DWG. W-37.PROPOSED GATE VALVE PER CMWD STD. DWG. W-13, 168.PROPOSED 4' DIA. PUBLIC SEWER MANHOLE PER STD. NO. S-19.PROPOSED 4" PRIVATE SEWER LATERAL PER STD. NO. S-710.PROPOSED PRIVATE STREET LIGHT11.SEE SHEETS 17 THRU 19 FOR PROPOSED PRIVATE STORM DRAIN12.PROPOSED 8" PVC PUBLIC RECLAIMED WATER LINE13.PROPOSED 4' DIA. PRIVATE SEWER MANHOLE PER STD. NO. S-114.PROPOSED PRIVATE FIRE HYDRANT ASSEMBLY PER CMWD STD. DWG. W-1215.PROPOSED PRIVATE SEWER MAIN CLEANOUT PER STD. DWG S-616.PROPOSED 2" PUBLIC WATER SERVICE AND PUBLIC METER WITH PRIVATEBACKFLOW.17.PROPOSED DOUBLE CHECK VALVE DETECTOR ASSEMBLY PER W-2218.PROPOSED 8" PRIVATE FIRE SERVICE.19.PROPOSED 1 1/2" PUBLIC WATER SERVICE AND PUBLIC METER WITHPRIVATE BACKFLOW.