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HomeMy WebLinkAbout2020-09-16; 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 316+0017+0018+0019+0020+0021+0022+0023+0024+0025+0027+0028+0029+0030+0031+ 00 32+0033+0034+0035+006S10+0022S68S25S 108S185L90S7S8S5S3S4S14S2S1S15S13S11S12S18S21S19S20S17S75S16S74S76S77S78S84S83S82S81S79S80S73S72S71S28S70S69S26S24S27S23S67S65S66S64S63S62S61S60S59S58S57S56S34S33S32S31S30S29S39S37S38S36S35S55S54S53S52S51S49S50S48S46S47S45S44S43S42S41S40S94S93S92S91S98S97S96S95S102S101S100S99S106S105S104S103S110S109S107S114S112S113S111S116S117S115S118S122S121S120S119S134L133L132L131L130L129L128L141L127L139L140L136L138L137L135L147L146L145L144L143L142L152L151L150L149L148L158L157L156L155L154L153L179L178L177L176L175L174L173L172L171L170L169L168L167L166L165L164L163L162L161L160L159L126L125L124L123L184L183L182L189L188L187L186L193L192L191L190L197L196L195L194L201L200L199L198L205L204L87S86S85S89S88S70808090906070 6070 6070 7080100 1001001068 6 9410496 8078829674 808880 708096102100102908076808486 88 80 82 84 86 88 747654 94646464 92ADAADAADAADAADAADA ADAADAADAADAADAADAADAADAADAADAADAADAADA66788072747 8S75°47'50"E 361.66' (S76°18'48"E 361.82')S18°57'34"W 977.24' (S18°32'12"W 976.88')814151617186768697071PM 3451MAP 7292MAP 8033RK DR. PL 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 'EX. 24" CMPBENCHBENCHBENCHBENCHBENCHBENCHBENC H BENCHBENCHBENCHBENCHBENC H BENCHBENC H BENCHBENCH16+0017+0018+0019+0020+0021+0022+0023+0024+0025+0027+0028+0029+0030+0031+ 00 32+0033+0034+0035+0056' G.U.E.28'13'15'7'28'56' G.U.E.28'13'15'6'28'58' G.U.E.29'14'15'9'29'58' G.U.E.29'14'15'7'29'(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)(TYP.)84.9 RIM77.21 FL84.1 RIM76.21 FL85.3 RIM73.58 FL86.0 RIM76.78 FL87.8 RIM80.62 FL84.2 RIM76.49 FL67.8 RIM52.74 FL53.30 FL50.8 FL56.60 FL78.3 RIM71.74 FL76.5 RIM67.51 FL77.2 RIM65.03 FL77.3 RIM63.25 FL77.9 RIM63.89 FL76.9 RIM65.10 FL75.7 RIM69.02 FL75.6 RIM69.32 FL80.3 RIM68.42 FL74.4 RIM62.29 FL72.7 RIM61.16 FL83.5 RIM76.89 FL85.5 RIM78.91 FL87.4 RIM80.92 FL88.7 RIM82.12 FL(TYP.)78.6 RIM72.22 FL79.9 RIM66.77 FL83.7 RIM76.82 FL80.5 RIM74.78 FL85.9 RIM79.22 FL78.0 RIM68.88 FL88.8 RIM81.32 FL85.4 RIM77.93 FL85.5 RIM77.02 FL88.0 RIM80.04 FL87.3 RIM81.26 FL88.8 RIM82.84 FL89.9 RIM83.90 FL88.6 RIM82.64 FL86.9 RIM80.94 FL84.7 RIM78.75 FL81.9 RIM75.91 FL76.9 RIM70.94 FL11'11'11'12'12'12'12'12'12'12'12'12'12'12'12'7'12'12'12'12'11'11'81.0 RIM68.07 FL12' 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 13MATCH 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 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.20.PROPOSED 3" PUBLIC WATER SERVICE AND PUBLIC METER WITH PRIVATEBACKFLOW. 16+0017+0018+0010+00 11+00179L178L177L176L175L174L173L172L171L170L169L168L167L166L165L164L7080686262 80708066686676808462645658607410+00 11+00 12+00 7068 6672 12CL11CL10CL9CL8CL7CL6CL5660EVEV(EV)(EV)EVEVEL 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+0016+0017+0018+00EL CAMINO REALKELLY DR.R/WPL CLCLR/WR/WR/WCL 474+00475+00476+00477+00478+00479+00480+00481+00482+00483+00484+00PM 3451(PUBLIC)(PUBLIC) CLFF = 61.0FP = 60.0FF = 61.0FP = 62.0FF = 61.0FP = 60.02:1 SLOPEPROP. BIO-FILTRATION BASINW/ IMPERMEABLE LINERFF = 70.0FP = 69.0PROP. TRASHENCLOSUREFF = 73.0FP = 72.0FF = 71.7FP = 71.0FF = 71.7FP = 71.0PROP. BIO-FILTRATION BASINW/ IMPERMEABLE LINER2-12" SD18" SD18" SD12" SD12" SD30" SD18" SD 12" SD24" SD24" SD24" SD24" SD18" SD18" SD24" SD24" SD18" S D 24" SD30" SD30" SD30" SD70'35'35'20'7'15'5.5'4.5'28'56' G.U.E.28'13'15'7'28'PROP. BIO-FILTRATIONBASIN W/ IMPERMEABLELINER18" SD12" SD18" SD18" SD18" SD58.2 FS53.5 FS64.4 RIM54.7 FL66.9 RIM57.8 FL69.0 RIM63.55 FL67.9 RIM63.94 FL69.8 RIM64.34 FL72.0 RIM65.21 FL57.25 TG48.0 FL59.2 RIM44.99 FL70.25 TG64.00 FL67.8 RIM56.73 FL65.6 RIM54.83 FL63.0 FL53.5 FL83.0 RIM72.98 FL53.5 FL73.6 RIM51.79 FL67.2 RIM58.8 FL63.5 FL63.5 FL64.75 TG57.5 FL82.1 RIM83.6 RIM70.83 FL64.2 RIM57.6 FL64.3 RIM56.5 FL63.0 FS63.0 FL63.1 RIM55.60 FL58.0 RIM56.08 FL69.6 RIM65.50 FL65.25 TG59.00 FL52.9 TG48.22 FL47.0 TG45.5 FL8" SD12" SD12" SD12" SD 8" SDPOST DEVELOPMENTQ100= 53.4 cfsV100=10.1 ft/s18" SDEX. 18" RCP SDPER DWG 477-6SDSDSDSDSD SD SDSDSDSDSDSD SD SDSD SDSDSDSD SDSD SDSDSDSD SDSD SDSDEX. 48" RCP SDPER DWG 477-6EX. 18" RCP SDPER DWG 477-6SDSDSDEX. 2-42" RCP SDPER DWG 477-6EX. DOUBLE 8'X4'BOX CULVERTEX. 36" RCP SDEX. BIORETENTIONBASIN PER DWG 477-6EX. BIORETENTIONBASIN PER DWG 477-6EX. BIORETENTIONBASIN PER DWG 477-618" SDBMP4BMP7BMP5BMP653.2 RIM48.00 FL52.9 RIM47.73 FL60.2 RIM46.03 FL69.8 FG69.5 FG68.6 FG68.8 FG69.3 FG68.5 FG53.50 FG63.00 FGRET. WALLTW 58.75(MIN.)43.0 FL63.5 FG68.5 RIM50.82 FL IN(S)43.65 FL IN(N)43.25 FL OUT 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 18MATCH LINE SEE SHEET 17 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 13-15 FOR WATER AND SEWER IMPROVEMENTSKEY MAPSTORM DRAIN NOTE:ALL PROPOSED STORM DRAIN AND DRAINAGE FACILITIESARE PRIVATE AND TO BE MAINTAINED BY H.O.A.STORM DRAIN NOTES1.PROPOSED STORM DRAIN CLEANOUT PER D-92.PROPOSED TYPE B CURB INLET PER D-23.PROPOSED 18"x18" GRATED INLET4.PROPOSED 3'X3' GRATED INLET5.PROPOSED TYPE A CURB OUTLET PER D-256.PROPOSED REVERSED CURB OUTLET7.PROPOSED RIP RAP PER D-408.PROPOSED MODULAR WETLAND SYSTEM9.PROPOSED GRASS SWALE10.PROPOSED 12" TRENCH DRAIN11.PROPOSED SIDEWALK UNDERDRAIN PER D-2712.PROPOSED TYPE B BROW DITCH PER D-7513.PROPOSED HEADWALL PER D-3414.PROPOSED 2' CURB OPENING15.PROPOSED RIP RAP FLOW SPREADER PER DETAIL ON SHEET 1816.PROPOSED TEE WELL17.PROPOSED EMERGENCY OUTLET STRUCTURE.18.PROPOSED CONCRETE ENERGY DISSIPATER PER D-41WATER POLLUTION AND HMP DEVELOPMENT BMPSBMP 4 - SECTIONBMP 6 - SECTIONBMP 7 - SECTION 40+3435+0036+0037+0038+00 39+00 40+00181L180L179L178L177L205L204L203L202L209L208L207L206L213L212L211L210L217L216L215L214L229L 228L226L227L225L224L233L232L231L230L236L235L234L102108 1001066670765868807010466706466687274828468222L221L220L219L218L 223LADAADAADAADAADAADA1CL2CL3CL13CL12CL11CL10CL8CL7CL6CL5CL4CLADA-4%807273747576 7778MAP 10558EL CAMINO REALPARK DR .R/WPLPL CLR/WCLR/W468+00469+00470+00471+00472+00473+00474+00PM 3451(PUBLIC)MAP 8033(PUBLIC )BENCHBENCH40+3435+0036+0037+0038+00 39+00 40+007273747576 7778MAP 10558EL CAMINO REALPARK DR .R/WPLPL CLR/WCLR/W468+00469+00470+00471+00472+00473+00474+00PM 3451(PUBLIC)MAP 8033(PUBLIC )24" SD24" SD24" SD24" SD18" SD18" SD2-12" SD18" SD18" SD18" SD68' G.U.E.34'12'15'14'34'18" SDEXIST CURB INLETTO BE REMOVED(48.49 FL)71.0 RIM66.86 FL81.9 RIM75.88 FL82.5 RIM75.51 FL82.5 RIM76.20 FL83.9 RIM73.77 FL84.6 RIM74.33 FL71.1 TG66.49 FL72.7 RIM67.33 FL72.5 RIM67.05 FL70.3 RIM66.23 FL93.3 TG78.9 FL59.7 RIM48.68 FL12" SD12" SD8" SD8" SD8" SD6" SD8" SD EX. 18" RCP SDPER DWG 477-6,SDSDSDSDSD SD SDSD EX. 48" RCP SDPER DWG 477-6SD62.4 RIM57.8 FL63.3 RIM57.29 FL 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 18 MATCH LINE SEE SHEET 16 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 13-15 FOR WATER AND SEWER IMPROVEMENTSKEY MAPSTORM DRAIN NOTE:ALL PROPOSED STORM DRAIN AND DRAINAGE FACILITIESARE PRIVATE AND TO BE MAINTAINED BY H.O.A.STORM DRAIN NOTES1.PROPOSED STORM DRAIN CLEANOUT PER D-92.PROPOSED TYPE B CURB INLET PER D-23.PROPOSED 18"x18" GRATED INLET4.PROPOSED 3'X3' GRATED INLET5.PROPOSED TYPE A CURB OUTLET PER D-256.PROPOSED REVERSED CURB OUTLET7.PROPOSED RIP RAP PER D-408.PROPOSED MODULAR WETLAND SYSTEM9.PROPOSED GRASS SWALE10.PROPOSED 12" TRENCH DRAIN11.PROPOSED SIDEWALK UNDERDRAIN PER D-2712.PROPOSED TYPE B BROW DITCH PER D-7513.PROPOSED HEADWALL PER D-3414.PROPOSED 2' CURB OPENING15.PROPOSED RIP RAP FLOW SPREADER PER DETAIL ON SHEET 1816.PROPOSED TREE WELL17.PROPOSED EMERGENCY OUTLET STRUCTURE18.PROPOSED CONCRETE ENERGY DISSIPATER PER D-41 16+0017+0018+0019+0020+0021+0022+0023+0024+0025+0027+0028+0029+0030+0031+0032+0033+0034+0035+006S10+0022S68S25S 108S185L90S7S8S5S3S4S14S2S1S15S13S11S12S18S21S19S20S17S75S16S74S76S77S78S84S83S82S81S79S80S73S72S71S28S70S69S26S24S27S23S67S65S66S64S63S62S61S60S59S58S57S56S34S33S32S31S30S29S39S37S38S36S35S55S54S53S52S51S49S50S48S46S47S45S44S43S42S41S40S94S93S92S91S98S97S96S95S102S101S100S99S106S105S104S103S110S109S107S114S112S113S111S116S117S115S118S122S121S120S119S134L133L132L131L130L129L128L141L127L139L140L136L138L137L135L147L146L145L144L143L142L152L151L150L149L148L158L157L156L155L154L153L179L178L177L176L175L174L173L172L171L170L169L168L167L166L165L164L163L162L161L160L159L126L125L124L123L184L183L182L189L188L187L186L193L192L191L190L197L196L195L194L201L200L199L198L205L204L203L202L87S86S85S89S88S70808090906070 6070 6070 708010 0 100 10010686 94 10496 8078 829674 808880 7080961021001029080 76808486 88 80 82 84 86 88 747654 94646464 92ADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADA788072747 889101213 1415161718676869707172PM 3451MAP 7292MAP 8033PARK DR . PL PLPLCLR/WMAP 7292 (PUBL IC )EX. 24" CMPBENCHBENCHBENCHBENCHBENCHBENCHBENC H BENCHBENCHBENCHBENCHBENC H BENCHBENC H BENCHBENCH16+0017+0018+0019+0020+0021+0022+0023+0024+0025+0027+0028+0029+0030+0031+0032+0033+0034+0035+00891012131415161718676869707172PM 3451MAP 7292MAP 8033PARK DR . PL PLPLCLR/WMAP 7292 (PUBL IC )18" SD18" SD12" SD12" SD12 " SD12" SD12" SD18" SD24" SD24" SD18" SD 18" SD18" SD18" SD 12" SD18" SD 30" SD12" SD24" SD24" SD18" SD 18" SD18" SD18" SD18" SDPROP.BIO-FILTRATIONBASINPROP.BIO-FILTRATIONBASIN30" SD56' G.U.E.28'13'15'7'28'56' G.U.E.28'13'15'6'28'58' G.U.E.29'14'15'9'29'58' G.U.E.29'14'15'7'29'18" SD 18" SD12" SD57.8 FL65.6 RIM54.83 FL83.0 RIM72.98 FL83.7 RIM71.74 FL84.1 RIM75.4 FL86.0 RIM79.0 FL81.0 RIM72.73 FL79.5 RIM64.9 FL78.2 RIM63.63 FL78.2 RIM70.91 FL76.7 RIM69.3 FL75.0 RIM71.0 FL77.5 RIM63.00 FL73.8 RIM66.8 FL73.15 TG68.40 FL73.85 FG75.5 FS73.6 RIM51.79 FL67.2 RIM58.8 FL63.5 FL63.5 FL82.1 RIM77.12 FL83.6 RIM70.83 FL72.15 FL73.15 TG67.90 FL78.1 RIM74.56 FL78.6 RIM74.00 FL78.9 RIM74.1 FL83.2 RIM72.43 FL80.0 RIM74.10 FL55.60 FL56.08 FL73.7 FL65.25 TG59.00 FL88.6 TG81.87 FL84.1 RIM73.2 FL76.10 TG69.35 FL74.6 RIM65.39 FL73.7 FL76.55 FL86.1 RIM74.61 FL88.0 RIM78.32 FL88.2 RIM79.93 FL86.5 RIM78.29 FL12 " SD6" SD12" SD85.4 RIM76.64 FL12" SD12" SD 1 2 " SD12" SD12" SD1 2 " S DPOST DEVELOPMENTQ100= 0.42 cfsV100=4.89 ft/s6" SD6" SD6" SD6" SD6" SD6" SD8" SD8" SDPROP. BIO-FILTRATIONBASIN W/ IMPERMEABLELINERPROP.BIO-FILTRATION BASIN W/IMPERMEABLE LINERBMP1BMP2BMP5BMP6BMP377.2 RIM69.98 FL69.5 FG68.6 FG68.8 FG68.5 FG72.65 FG72.15 FG73.85 FG43.0 FL63.5 FG68.5 RIM50.82 FL IN(S)43.65 FL IN(N)43.25 FL OUT 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 16MATCH LINE SEE SHEET 17 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 13-15 FOR WATER AND SEWER IMPROVEMENTSKEY MAPSTORM DRAIN NOTE:ALL PROPOSED STORM DRAIN AND DRAINAGE FACILITIESARE PRIVATE AND TO BE MAINTAINED BY H.O.A.SECTION AAASTORM DRAIN NOTES1.PROPOSED STORM DRAIN CLEANOUT PER D-92.PROPOSED TYPE B CURB INLET PER D-23.PROPOSED 18"x18" GRATED INLET4.PROPOSED 3'X3' GRATED INLET5.PROPOSED TYPE A CURB OUTLET PER D-256.PROPOSED REVERSED CURB OUTLET7.PROPOSED RIP RAP PER D-408.PROPOSED MODULAR WETLAND SYSTEM9.PROPOSED GRASS SWALE10.PROPOSED 12" TRENCH DRAIN11.PROPOSED SIDEWALK UNDERDRAIN PER D-2712.PROPOSED TYPE B BROW DITCH PER D-7513.PROPOSED HEADWALL PER D-3414.PROPOSED 2' CURB OPENING15.PROPOSED RIP RAP FLOW SPREADER PERDETAIL ON SHEET 1816.PROPOSED TREE WELL17.PROPOSED EMERGENCY OUTLET STRUCTURE18.PROPOSED CONCRETE ENERGY DISSIPATERPER D-41BMP 1 - SECTIONBMP 2 - SECTIONBMP 3 - SECTIONBMP 5 - SECTION R/WR/WEXIST. STREET SECTION AT EL CAMINO REALFROM STA. 472+76.43 TO STA. 484+98.80℄R/WR/W℄EXIST. STREET SECTION AT EL CAMINO REALFROM STA. 466+00.00 TO STA. 470+36.56PROPOSED 58' PRIVATE STREETSOUTHNORTHSOUTHNORTHPROPOSED PRIVATE ENTRY STREET WESTPROPOSED PRIVATE DRIVE AISLE 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 & ENGINEERINGPROPOSED 56' PRIVATE STREETPROPOSED PRIVATE ENTRY STREET EASTLOT LINELOT LINELOT LINELOT LINELOT LINELOT LINELOT LINELOT LINE TYPICAL BIO-FILTRATION BASIN DETAILPROPOSED 58' PRIVATE STREET (ALTERNATE)LOT LINELOT LINESTAINLESS STEELPLATE / ORIFICE DETAIL12121212124SECTION B-BPLAN VIEWSECTION A-A TYPICAL TREE WELL DETAILS EVEV(EV)(EV)EVEV469+00470+00471+00472+00473+00474+00475+00476+00477+00478+00479+00480+00481+00482+00483+00484+00EX. 24" CMPBENCHBENCHBENCHBENCHBENCHBENCHBENCHBENCHBENCHBENCH BENCHBENCHBENCHBENC H BENCHBENC H BENCHBENCHBENCHBENCHBENCH BENCHBENCHBENCH EX. R/WC/LP/LP/LP/LP/LP/LP/L P/L EX. R/WC/LEX. R/WC/LEX. R/WEL CAMINO REALPARK DRIVE KELLY DRIVE150'(PUBLIC)(PUBLIC)(PUBLIC)6S22S68S25S108S185L4CL7S8S5S3S4S14S2S1S13S11S18S21S19S20S17S75S16S74S76S77S78S84S83S82S81S79S80S73S72S71S28S70S69S26S24S27S23S67S65S66S64S63S62S61S60S59S58S57S15S56S34S33S12S32S31S30S29S39S37S38S36S35S55S54S52S51S50S48S46S47S45S44S43S42S41S40S94S93S92S91S98S97S96S95S102S101S100S99S106S105S104S103S110S109S107S114S112S113S111S116S117S115S118S122S121S120S119S134L133L132L131L130L129L128L141L127L139L140L136L53S137L135L49S147L145L144L143L142L152L151L150L149L148L158L157L156L155L154L153L181L180L179L178L177L176L175L174L173L172L171L170L169L168L167L166L165L164L163L162L161L159L160L126L125L124L123L184L183L182L189L188L187L186L193L192L191L190L138L197L196L195L194L146L201L200L199L198L205L204L203L202L209L208L207L206L213L212L211L210L217L216L215L214L222L221L220L219L218L223L229L228L226L227L225L224L233L232L231L230L236L235L234L1CL2CL3CL13CL12CL11CL10CL9CL8CL7CL6CL5CL87S86S85S469+00470+00471+00472+00473+00474+00475+00476+00477+00478+00479+00480+00481+00482+00483+00484+00150' EASEMENT TO SDG&E PERDEED REC. JUNE 1, 1953 IN BOOK4874, PAGE 143 AND 148 O.R.237L50.0 TW48.0 BW60.0 TW48.2 BW60.0 TW48.8 BW60.0 TW43.5 BW68.0 TW48.5 BW71.5 TW47.9 BW78.0 TW59.2 BW70.1 TW54.7 BW70.3 TW69.5 BW77.3 TW73.5 BW77.0 TW74.9 BW72.9 TW72.9 BW57.0 TW56.8 BW57.6 TW46.3 BW48.7 TW47.4 BW77.5 TW77.5 BW80.0 TW80.0 BW79.1 TW77.5 BW84.0 TW84.0 BW84.4 TW82.5 BW85.0 TW85.0 BW85.3 TW85.0 BW83.3 TW82.5 BW87.8 TW85.0 BW88.0 TW87.0 BW89.6 TW87.0 BW90.0 TW88.5 BW92.3 TW88.5 BW91.3 TW90.0 BW92.1 TW90.0 BW92.3 TW88.5 BW93.3 TW88.5 BW93.8 TW87.0 BW94.6 TW87.0 BW94.8 TW86.5 BW96.8 TW86.5 BW96.8 TW86.0 BW95.3 TW85.5 BW94.9 TW82.0 BW82.0 TW82.0 BW81.5 TW81.5 BW85.2 TW81.5 BW89.5 TW81.5 BW83.5 TW80.8 BW80.7 TW78.0 BW65.0 TW60.2 BW63.0 TW62.9 BW62.1 TW57.9 BW61.0 TW56.0 BW55.41 TW51.74 BW53.0 TW52.20 BW55.29 TW50.33 BW50.0 TW48.0 BW59.1 TW59.1 BW72.6 TW59.2 BW70.0 TW59.3 BW62.6 TW59.7 BW60.0 TW59.6 BW77.4 TW72.6 BW72.0 TW69.4 BW66.5 TW65.5 BW66.5 TW63.5 BW66.5 TW63.5 BW66.5 TW65.5 BW66.5 TW63.5 BW77.5 TW73.8 BW77.5 TW73.8 BW77.9 TW73.8 BW76.5 TW73.8 BW77.0 TW73.8 BW57.1 TW52.7 BW57.4 TW54.9 BW59.3 TW57.3 BW62.3 TW59.8 BW66.2 TW62.2 BW67.0 TW64.7 BW84.8 TW83.1 BW84.8 TW83.1 BW84.8 TW83.1 BW84.8 TW83.1 BW84.3 TW83.1 BW84.3 TW83.1 BW77.0 TW76.0 BW79.4 TW72.9 BW79.5 TW72.0 BW79.0 TW72.0 BW79.0 TW79.0 BW78.7 TW78.3 BW80.5 TW80.3 BW79.6 TW78.0 BW77.5 TW72.7 BW78.5 TW72.7 BW76.4 TW72.7 BW75.0 TW72.7 BWPROPOSED C.M.U.RETAINING WALLPROPOSED C.M.U.RETAINING WALLPROPOSED C.M.U.RETAINING WALLPROPOSED C.M.U.RETAINING WALLPROPOSED C.M.U.RETAINING WALLPROPOSED KEYSTONERETAINING WALLPROPOSED KEYSTONERETAINING WALLPROPOSED KEYSTONERETAINING WALLPROPOSED KEYSTONERETAINING WALLPROPOSED KEYSTONERETAINING WALLPROPOSED KEYSTONERETAINING WALLPROPOSED KEYSTONERETAINING WALLPROPOSED KEYSTONERETAINING WALLPROPOSED KEYSTONERETAINING WALLPROPOSED KEYSTONERETAINING WALLPROPOSED KEYSTONERETAINING WALLPROPOSED KEYSTONERETAINING WALLPROPOSED KEYSTONERETAINING WALLPROPOSED KEYSTONERETAINING WALLPROPOSED C.M.U.RETAINING WALLPROPOSED C.M.U.RETAINING WALLPROPOSED C.M.U.RETAINING WALLBMP 2BMP 5BMP7BMP 4BMP 6BMP 3BMP 179.6 TW78.3 BW80.0 TW78.7 BW87.6 TW86.0 BW71.2 TW68.5 BW104.0 TW82.0 BW102.9 TW82.0 BW92.8 TW92.6 BWPROPOSED C.I.P.RETAINING WALLTEMP. SHORINGH=20' MAX.TEMP.SHORINGH=4' MAX.TEMP.SHORINGH=4' MAX.60.3 TW55.6 BW58.8 TW55.6 BW58.8 TW55.6 BW58.8 TW58.8 BWPROPOSED C.M.U.RETAINING WALLTEMP.SHORINGH=4' MAX.87.6 TW85.0 BW87.5 TW85.5 BW87.0 TW84.1 BW85.3 TW83.3 BW87.5 TW85.5 BW88.5 TW88.5 BW66.5 TW63.0 BW66.5 TW63.0 BW66.5 TW63.0 BW58.7 TW56.2 BW58.7 TW56.2 BW58.7 TW56.2 BW72.5 TW69.0 BW72.5 TW69.0 BW72.5 TW69.0 BW77.5 TW74.0 BW77.5 TW74.0 BW72.5 TW69.8 BW72.0 TW69.2 BW77.5 TW74.0 BWMONUMENTWALLMONUMENTWALLMONUMENTWALLMONUMENTWALL71.2 TW67.3 BW66.8 TW66.8 BW77.0 TW74.5 BW82.5 TW78.9 BW85.0 TW82.9 BW87.0 TW85.0 BW87.0 TW85.7 BW88.5 TW87.0 BW88.5 TW88.0 BW90.0 TW88.7 BW90.0 TW89.2 BW90.0 TW88.7 BW90.7 TW89.5 BW88.5 TW87.7 BW89.0 TW87.7 BW87.0 TW85.8 BW86.5 TW85.2 BW86.0 TW85.2 BW85.5 TW82.0 BW84.8 TW82.0 BW86.5 TW85.8 BW79.0 TW77.7 BW90.5 TW82.0 BW76.0 TW72.2 BWPROPOSED KEYSTONERETAINING WALL76.0 TW72.2 BW58.0 TW48.0 BW60.3 TW55.6 BW62.3 TW60.3 BW60.0 TW55.2 BW59.1 TW54.1 BW77.0 TW74.7 BW8" STANDARD II UNIT,CAVITIES FILLEDWITH 560-D-3250 P.C.C.8" OR 16"STEP1" CRUSHEDROCK PER200-1.2 SSPWCTOP OF WALL STEPSNOT TO SCALEFOOTING & BOTTOMOF WALL STEPSNOT TO SCALETYPICAL CROSS-SECTION AT LEVELLING PAD (FOOTING)NOT TO SCALE1/2" X 5 1/4" FIBERGLASS PINSEXPOSED FACE OF WALL1.00' (NTS)1.50'3.50' (NTS)2NOM.1SEE SAFETY RAILING DETAILSIMILAR TO SDRSD D-75 EXCEPT USE ONLY 6 X 6 - W 1.4 X W 1.4 WWM & 520-C-2500 PCC2 (TYP)11" CRUSHED ROCK PER 200-1.2 SSPWCREINFORCED BACKFILL CONFORMING TO SEC2.06 OF THE SPECIFICATIONS OF THESEDRAWINGS,COMPACTED IN LESS THAN8-INCHES THICK LAYERS TO 95% RELATIVEDENSITY PER ASTM D-1557-12, METHOD 'A'.6" Ø PVC PERFORATED PIPE CONFORMINGTO SECS 207-17 & 306-7 SSPWC, ASTM D2729,ASTM 3034, & WITH A SDR 35 RATINGUNDISTURBED SOIL OR ENGINEERED FILL COMPACTEDTO 90% RELATIVE DENSITYNET HEIGHT OF WALLNOTE: ALL KEYSTONE WALLS ARETO BE PLANTABLE AND PLANTEDMINIMUM DEPTH OFEMBEDMENT = 1.33', MAXIMUM DEPTH OFEMBEDMENT = 2.00'VERTICA® BLOCK UNITSMIRAFI 3XT FABRIC, VERTICAL SPACINGAS SHOWN LENGTHS ARE 8 - FEET FROMFACE OF MOST INBOARD WALL AT THESPECIFIC HEIGHT SHOWNMINIMUM DEPTH OFGRAVEL FOOTING = 1.00'WIDTH OF COM-PACTED GRAVELFOOTING =3.50'TYPICAL SINGLE TIER RETAINING WALL CROSS-SECTIONNOT TO SCALESTRENGTH DIRECTIONMIRAFI 3X FABRIC IS TO BE PLACEDON LEVEL BACKFILL AND EXTENDEDOVER THE FIBERGLASS PINS. PLACENEXT UNIT. PULL GRID TAUGHT ANDBACKFILL. STAKE AS REQUIRED.FABRIC & PIN CONNECTION DETAILNOT TO SCALEVERTICA BLOCK36" STANDARD UNIT WITH GRAVEL BACKFILLBALL END TURNBUCKLE, 316 STAINLESSSTEEL BY FEENEY ARCHITECTURALPRODUCTS, OAKLAND, CA2" POST CAP, GALVANIZED1/4" Ø 1X19 CONSTRUCTIONTYPE 316 STAINLESS STEELCABLE WITH CLEAR PVC COATING7" 18" 18"1/2" HIGH CEMENT MORTARFILLET AT EACH POSTDRILL 3/8" THROUGH1/2" 1/2"A13B13A13B132"Ø STANDARD WEIGHTGALVANIZED PIPE, 8' ON CENTERSDRILL 5/16" THROUGH& LIGHT CHAMFER6" 18"LINEPOSTSECTIONSECTIONFILL CAVITIES OF KEYSTONEWALL BLOCKS WHERE POSTSARE LOCATED WITH 560-D-3250P.C.C. TO BOTTOM OF POSTCORNERPOSTA13POSTS MAX.8.00' O.CTURNBUCKLE POSTSMAX. 32.00' O.C.1/4"-20 X 3 S.S. EYE BOLT (TYP.)1/4" Ø 1X19 CONSTRUCTIONTYPE 316 STAINLESS STEELCABLE WITH CLEAR PVC COATING1.124"1'-6"6"2" POST CAP, GALVANIZED1/2" HIGH CEMENT MORTARFILLET AT EACH POSTFILL CAVITIES OF KEYSTONE WALLBLOCKS WHERE POSTS ARE LOCATEDWITH 560-D-3250 P.C.C.TO BOTTOM OF POST5'-8" LONG 2"Ø STANDARD WEIGHTGALVANIZED PIPE, 8' ON CENTERSPLAN VIEWTYPICAL RETAINING WALL SAFETY RAILING DETAILSNOT TO SCALEPAINT PIPE PER SSPWCSECTION 210-3.5.3 ATEACH HOLE WHEREGALVANIZING IS SCUFFED2NOM.14 EA. 2' LONG#4 REBAR,2 EACH WAYJOSAM #21506-Z LARGE SUMPROOF DRAIN (TYP.)6" Ø PVC PIPE CONFORMING TOSECS 207-17 & 306-7 SSPWC, .ASTM D2729 & WITH A SDR 35 RATING6" Ø PVC PERFORATED PIPECONFORMING TO SECS 207-17 &306-7 SSPWC, ASTM D2729,ASTM 3034, & WITH ASDR 35 RATING1.25'4.12'0.50' NOM.0.25'2.84'6" X 6" - 1.4 X 1.4WWM PER SEC.216-2.3 SSPWCSANITARY 90° ELL(14 BEND)6" Ø CROSSALL "HORIZONTAL" PIPE RUNSSHALL BE SLOPED TO DRAIN AT -2%TYPICAL SINGLE TIERRETAINING WALL DRAINAGE DETAILSNOT TO SCALE 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 IMPROVEMENTSEXISTINGFIRE HYD.LEGEND: 6S22S 6 8 S 2 5 S 1 0 8 S 1 8 5 L90S 7S8S5S3S4S14S 2S1S15S13S11S12S18S 21S19S20S 1 7 S75S 1 6 S74S76S77S78S84S83S82S81S79S80S 7 3S 7 2S 7 1 S 2 8S 7 0 S 6 9S 2 6 S 2 4 S 2 7 S 2 3 S 6 7S 6 5 S 6 6S 6 4 S 6 3 S 6 2S 6 1 S 6 0 S 5 9 S 5 8 S 5 7 S 5 6 S 3 4S 3 3S 3 2S 3 1 S 3 0 S 2 9 S 3 9 S 3 7 S 3 8 S 3 6S 3 5S 5 5S 5 4 S 5 3S 5 2 S 5 1S 4 9 S 5 0S 4 8 S 4 6 S 4 7 S 4 5 S 4 4 S 4 3 S 4 2 S 4 1S 4 0 S 9 4 S 9 3S 9 2S 9 1 S 9 8 S 9 7 S 9 6 S 9 5S 1 0 2S 1 0 1S 1 0 0 S 9 9S 1 0 6S 1 0 5 S 1 0 4 S 1 0 3 S 1 1 0S 1 0 9 S 1 0 7S 1 1 4 S 1 1 2 S 1 1 3 S 1 1 1 S 1 1 6 S 1 1 7 S 1 1 5 S 1 1 8S 1 2 2 S 1 2 1 S 1 2 0 S 1 1 9S 1 3 4 L 1 3 3 L 1 3 2 L 1 3 1 L 1 3 0 L 1 2 9 L 1 2 8 L 1 4 1 L 1 2 7 L 1 3 9 L 1 4 0 L 1 3 6 L 1 3 8 L 1 3 7 L 1 3 5 L 1 4 7 L 1 4 6 L 1 4 5 L 1 4 4 L 1 4 3 L 1 4 2 L 1 5 2 L 1 5 1 L 1 5 0 L 1 4 9 L 1 4 8 L 158L157L156L155L154L153L181L180L179L178L177L176L175L174L173L172L171L170L169L168L167L166L165L164L163L162L161L160L159L1 2 6 L 1 2 5 L 1 2 4 L 1 2 3 L 1 8 4 L 1 8 3 L 1 8 2 L 1 8 9 L 1 8 8 L 1 8 7 L 1 8 6 L 1 9 3 L 1 9 2 L 1 9 1 L 1 9 0 L 1 9 7 L 1 9 6 L 1 9 5 L 1 9 4 L 2 0 1 L 2 0 0 L 1 9 9 L 1 9 8 L 2 0 5 L 2 0 4 L 2 0 3 L 2 0 2 L 2 0 9 L 2 0 8 L 2 0 7 L 2 0 6 L 2 1 3 L 2 1 2 L 2 1 1 L 2 1 0 L 2 1 7 L 2 1 6 L 2 1 5 L 2 1 4 L 229L228L226L227L225L224L233L232L231L230L236L235L234L87S86S85S89S88S708080909 0 6070 6070 6070 70801 0 0 1 0 0 1 0 0 1 0 6 8 6 9 4 1 0 4 9 6 80 78 8 2 9 6 74 1 0 2 1 0 8 1 0 0 1 0 6 667076586862628088 80 70 80 70809 6 1 0 2 1 0 0 1 0 2 9 080 1 0 4 666668667680847 0 64 6 6 6 8 7 2 74828486 88 80 82 84 86 88 626 4 56586074687654 9 4 646464 9 2 222L221L220L219L218L223LADA AD A AD A ADA AD A A DA ADA ADA AD A ADA AD A AD A AD A AD A A DA ADA AD A AD A ADAADAAD AADA A D A A DAAD A 7068667880727478 1CL2CL3CL13CL12CL11CL10CL9CL8CL7CL6CL5CL4CLADA5 6 8060 EVEV(EV) (EV)EVEVEL CAMINO REALEL CAMINO REALPARK DR .PARK DR . KELLY DR.R/WR/WPLPL PLPLPLPL CLCLCLR/WR/WR/WR/WCLCLR/WR/W CL 469+00470+00471+00472+00473+00474+00475+00476+00477+00478+00479+00480+00481+00482+00483+00484+00(PUBLIC)(PUBLIC)(PUBLIC) (PUB L IC ) (PUBL IC )EX. 24" CMPBENCHBENCHBENCHBENCHBENCHBENCHBENCHBENCHBENCHBENCHBENCHBENCHBENCHBENCHBENCHBENC H BENCHBENCHBENCHBENCHBENCH BENCHBENCH BENC H EL CAMINO REALEL CAMINO REALPARK DR .PARK DR . KELLY DR.R/WR/WPLPL PLPLPLPL CLCLCLR/WR/WR/WR/WCLCLR/WR/W CL 469+00470+00471+00472+00473+00474+00475+00476+00477+00478+00479+00480+00481+00482+00483+00484+00(PUBLIC)(PUBLIC)(PUBLIC) (PUB L IC ) (PUBL IC )4.0%3.4%4.0% 2.8%1.2%2.6%5.0% 3 . 2% 1 . 9% 1 . 4% 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 & ENGINEERINGLEGEND:0SCALE: 1" = 60'306060120180ADAADAADA*ADAADAADAADAA D A ADAADAADA ADA ADA ADA AD AADAADAADAADAADAA D A ADAADAADAADAADAADAADAADA AD AADAADAADAADA ADAADAADAADAADAADAADAADAADAADAADAADAADAADAADA ADAADAADAADA ADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADA ADA ADA ADA ADA ADAADAADAADAADA ADA ADAADAADAADAADAADAADAADAADAADAADAADA ADAADA ADAADAADAADAADAADAADAADAADAADA ADA ADA ADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADA ADA ADAADA ADA ADAADAADA ADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAADAA D A ADAADAADAADA**************************ACCESSIBLE RAMPSEE DETAIL, SHEET 22ACCESSIBLE WALKWAYSEE DETAIL, SHEET 22ACCESSIBLE RAMPSEE DETAIL, SHEET 22BUS STOPBUS STOPBUS STOPADAADA ADAADAADAADAADAADA ADA ADAADA 6S7S8S5S3S4S2S1S29S39S38S41S40S134L133L136L135L163L162L161L160L159L70807062 80 70807662645658607668 66727478 60R/WCL478+00479+00BEN C H BENCHBENCHBENCHBEN C H BENCHBEN C H BENCHBENCHBENCHBENCHBENCHBENCHBENC H R/WCL478+00479+004.0%3.4%4.0%2.8% 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 & ENGINEERING0SCALE: 1" = 20'102020406030'24'6'30'24'6'9'5'4'LANDSCAPELANDSCAPE52.82 FS7. 8 %1%2% 7.8% 2% 7.8% 2% 7.8% 2%7.8%55.01 FS54.90 FS57.42 FS57.34 FS59.83 FS59.75 FS62.25 FS62.16 FS64.65 FS64.71 FS4%RET. WALLMAX HT.=3.5'(500 SQ.FT.)4. 8 %4.8%4.8%4.8%2%3.6%66.91 FS69.24 FS1%1%1 %65.50 FS69.36 FS82.00 FSRET. WALLMAX HT.=4.3'(335 SQ.FT.)6" CURB6" CURB6459.93 FS7.8%7.8%7.8%2%2%65.61 FS63.80 FS61.83 FS61.73 FS66.92 FS3.3%DEEPENED CURBHANDRAILS PERADA STANDARDS2%EL CAMINO REAL(PUBLIC)64.93 FS1%FF = 60.67FF = 69.6768.60FS65.43FS69.25FS5%ACCESSIBLE PARALLEL PARKING DETAIL67.10 FS69.46FS2%69.67FS69.58FS1%2%69.44FS2%MAX.2%MAX.2%MAX.2% MAX.69.5FS4%66.9FSHANDRAILS PERADA STANDARDSBEGIN HANDRAILSEND HANDRAILSBEGIN HANDRAILSEND HANDRAILS2%65.52 FS63.70 FSDEEPENED CURB 70809050110100110ABCCBADD891012131415161718676869707172737475767778PM 3451MAP7292MAP8033MAP10558EL CAMINO REALEL CAMINO REALPARK DR .PARK DR . KELLY DR.R/WR/WPLPL PLPLPLPL CLCLR/WR/WR/WCLCLR/WR/W469+00470+00471+00472+00473+00474+00475+00476+00477+00478+00479+00480+00481+00PM 3451PM 3451(PUBLIC)(PUBLIC)(PUBLIC)MAP8033MAP7292(PUBL IC ) (PUBL IC )4' EASEMENT TO SDG&E FOR ANCHORAGERIGHT OF WAY PER DEED REC. JULY 11, 1974:FILE NO. 74-154502 O.R. TO 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 REMOVEDOPEN SPACE EASEMENTTO THE CITY OF CARLSBADPER DOC. NO. 2004-0691456TO BE REMOVEDOPEN SPACE EASEMENTTO THE CITY OF CARLSBADPER DOC. NO. 2001-0703336TO 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 QUITCLAIMEDEASEMENT PER _____________,RECORDED _________________FOR (ABANDONED) LIQUID FUELLINE & GENERAL UTILITIES TOBE QUITCLAIMEDGENERALPLANDESIGNATIONGROSS ACRESBEACHESPERM.WATERBODIESFLOODWAY(FEMA)NATURALSLOPESGREATERTHAN 40%NATURALSLOPES25-40%SIGNIFICANTWETLANDSSIGNIFICANTRIPARIAN(SWS/SW)MAJOR POWERTRANSMISSIONESMT.OTHERSIGNIFICANTENV.FEATURESRAILROADTRACKSNETACRESCONSTRAINTS NOTESSLOPE RANGE (%)0 - 2525 - 40 (NATURAL)40 - VERT (NATURAL)84.004.800.00TOTALS000000.010000000.4900 - 2525 - 40 (NATURAL)40 - VERT (NATURAL)10.221.370.0073.539.860.0012.04COMMERCIAL(GC)RESIDENTIAL (R-15)6.2614.39PARCEL 1 - GENERAL PLAN DESIGNATION - GCPARCEL 2 - GENERAL PLAN DESIGNATION - R-15SEE PARCELTABLESSEE PARCELTABLESCONTOUR INTERVAL IS 2 FEETEL CAMINO REALR/WPL PLPL LEGENDDENSITY CALCULATIONSPARCEL12R-15GENERALPLANDESIGNATIONGC(A)GROSSACRES6.2614.39NET ACRES5.7312.041512LOWER ENDDENSITY(DU/AC)21144LOWER ENDDWELLINGUNITS3015UPPER ENDDENSITY(DU/AC)43181UPPER ENDDWELLINGUNITS(A) PARCEL 1 IS A COMMERCIAL PARCEL AND DENSITY CALCULATIONS ARE BASED ON 25% OF THE NET ACRES5.7312.0400SLOPE RANGE (%)NET ACRESLEGEND20.65165224 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 & ENGINEERINGPARCEL 1 AREAS = 6.26 ACRESPARCEL 2AREA = 14.39 ACRES0SCALE: 1" = 70'357070140210NOTEGROSS ACRES5.120.590.366.2510.222.730.5013.90GROSS ACRESPARCEL125.250.300.005.73NET ACRES25 - 40 (MAN-MADE)40 - VERT (MAN-MADE)0.802.080.050.130.130.05SLOPE INFORMATIONFLAT = 0-25%MODERATE = 25-40%STEEP = 40%-VERTICALFLAT NATURAL SLOPE = 100% BUILDABLE ZONEMODERATE NATURAL SLOPE = 50% BUILDABLE ZONEMODERATE MAN-MADE SLOPE = 100% BUILDABLE ZONESTEEP NATURAL SLOPE = 0% BUILDABLE ZONESTEEP MAN-MADE SLOPE = 100% BUILDABLE ZONE17.77TOTALS25 - 40 (MAN-MADE)40 - VERT (MAN-MADE)1.291.940.180.270.270.18DEVELOPMENT CONSTRAINTSNET AREA AS A PERCENTOF TOTAL GROSS AREANET AREA AS A PERCENTOF TOTAL GROSS AREASDG&E POWERTRANSMISSION EASEMENTWITHIN PARCEL 2AREA = 0.49 ACRESSDG&E POWER TRANSMISSION EASEMENTWITHIN PARCEL 1AREA = 0.01 ACRESTOTAL CL34.00'2:1MAXDRIVELOT 18PAD 91.5PAD 88.52:1MAXEL CAMINOREALEXISTING GROUNDPROP.SLOPECOMMONREC. AREASENIOR PADPAD = 60.02:1MAXROWFINISHED GRADEFINISHED GRADEEXISTING GROUNDPRIVATE DRIVE(WIDTH SCEWED)6070905040308010060709050403080100EXIST. BLDG.PROP. BLDG.PROP. BLDG.PLPR. BLOCK WALLPER L.S. PLANSEX. FENCERET. WALLEXISTING GROUNDFINISHED GRADE2:1MAX2:1MAXEL CAMINOREALROW34.00'DRIVEPAD 88.5PAD 87.52:1MAXPAD 83.0COMMERCIAL PADPAD 68.0LOT 69PAD 95.5EXISTING GROUNDFINISHED GRADE60709050801006070905080100110120110120EXIST. BLDG.PROP. BLDG.PROP. BLDG.PROP. BLDG.PROP. BLDG.FENCEPLSOUTHPR. BLOCK WALLPER L.S. PLANSEX. FENCERET. WALLEXISTING GROUNDFINISHED GRADEPL38.00'RET. WALLRET. WALLSEL CAMINOREAL2:1MAX2:1MAX2:1MAXPAD 71.0SOUTHROWDRIVECLPAD 86.5PAD 84.0LOT 73PAD 95.760709050801006070905080100110120110120EXIST. BLDG.PROP. BLDG.PROP. BLDG.PROP. BLDG.FENCEPR. BLOCK WALLPER L.S. PLANSEX. FENCERET. WALLPLEASTPAD 86.52:1MAXPRIVATE DRIVE(WIDTH SCEWED)RET. WALLS2:1MAX2:1MAXFINISHED GRADEEXISTING GROUNDRET. WALLSTORMWATERBASIN55.0PRIVATE DRIVE(WIDTH SCEWED)PAD 86.5PAD 85.5PAD 85.0SENIOR PADPAD = 60.0EXISTING GROUNDFINISHED GRADEROW607090504080100110120607090504080100110120PR. BLOCK WALLPER L.S. PLANSPROP. BLDG.PROP. BLDG.PROP. BLDG.PROP. BLDG.FENCELOT 75PAD 95.7EXIST. BLDG.EX. FENCE 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 MAPSECTION A-AHORIZONTAL SCALE: 1" = 40'VERTICAL SCALE: 1" = 20'SECTION B-BHORIZONTAL SCALE: 1" = 40'VERTICAL SCALE: 1" = 20'SECTION C-CHORIZONTAL SCALE: 1" = 40'VERTICAL SCALE: 1" = 20'SECTION D-DHORIZONTAL SCALE: 1" = 40'VERTICAL SCALE: 1" = 20'0SCALE: 1" = 40'20404080120 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 & ENGINEERING0SCALE: 1" = 60'306060120180CUT:FILL:CYGRADING ANALYSISCY203,000ALTERNATE SITE183,000CY/AC:9,831UNIT SUMMARY COUNTUSENUMBER OF UNITSGeneral Plan - ResidentialLARGE TOWNHOMES92SMALL TOWNHOMES99General Plan - CommericalAFFORDABLE SENIOR46TOWNHOMES16COMMERCIALN/ATOTAL UNITS =253 EVEV(EV)(EV)EVEVEX. 24" CMPEL CAMINO REALEL CAMINO REALPARK DR .PARK DR . KELLY DR.R/WR/WPLPL PLPLPLCLCLCLR/WR/WR/WCLCLR/WR/WMARJA ACRES TENTATIVE MAPNTSSEAGRAVE FWD 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 & ENGINEERINGNOTE:TRUCK TURNING PATHS & PARKING LOT SHOWN FORILLUSTRATIVE PURPOSES ONLY0SCALE: 1" = 60'306060120180