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19-1015_RIVER STREET SJC, LLC_Agenda Report_D1_Enclosure_1_Part_8
OBSCURED POOLA/G RG RG RGRG RG RG GNV OBSCURED AREA (48" RC P S D )(36" RCP SD)(48" RCP S D )(48" RCP SD)(48" RCP SD)PASEO ADELANTORIGHT-OF-WAY VARIESDEL OBISPO S T R E E T RIGHT-OF WA Y V A R I E S LOS RIOS STREETRIGHT-OF-WAY VARIESRIVER STREETPRIVATE ROADBIKE PATHTRABUCO CREEKBIKE PATHPARCEL : 1247483.87 SQ FT5.68 ACRESS53° 31' 29"W 558.78'N08° 52' 25"W 45.14'N53° 31' 29"E 113.96'N08° 52' 25"W 234.88'N02° 16' 42"W 214.62'N02° 22' 25"W 42.00'N02° 22' 25"W 43.75'N02° 22' 25"W 86.98'N02° 02' 43"E 102.62'N87° 33' 29"W 385.21'S14° 59' 16"E 481.94 'S20° 49' 15"W 21.92'S89° 35' 25"E 16.00'S89° 35' 25"E 14.98'N89° 35' 25"W 73.13'N89° 35' 25"W 46.65'HAY LOFT BUILDINGAPPROX. 3,000 SFTT92-2.1%TC = 94.41FL = 93.91TC = 94.91FL = 94.41TC = 92.76FL = 92.26TC = 92.39FL = 91.89RED BARNFF = 94.50PAD = 93.91MARKETPLACEFF = 94.50PAD = 93.91GREENHOUSEFF = 94.00PAD = 93.41MERCANTILEFF = 95.00PAD = 94.41-1.0%-0.8%-0.4%3' WIDEVEGETATED SWALEINTERCEPTS RESIDENTIALLINED WITH IMPERMEABLELINER9897 99 10096959494 94TC = 94.92FL = 94.42FL = 94.23FL = 93.9793TC = 94.87FS = 94.3793929 3TC = 94.86FL = 94.36TC = 94.00FS = 93.50TC = 94.25FS = 93.75EX. 5.5'W X 2.25'HBOX CULVERTTC = 94.42FS = 93.92TC = 94.27FS = 93.77TC = 94.50FL = 94.00CURB OPENING-1.4%(95)(92)(93)(94)(96)(97)(92 )(93)( 9 5 ) (92) ( 9 2 ) (93 ) (94 ) (95 ) (94) (94) (94)(94)(95)(100)(94)(94)(96)(97)(98)(99)(101)(102)(103)(92)(92)(92)(92)(93)(93)(92)(93)(92)(92)(91 )(91)(91)(95)(92)(93)(94)(90)(90)(91)(91)(91)(92)(93)(93 )(89)(92)(90)(89)(91)(91) (91)(90)(90)(90)(91)(92 ) ( 9 3 )(94)(89)(91)(92)(93)(94)(94)(94)(95)(95)(96)(96)(96)(97)(9 7 )(95)(93)(94)(96)(95) (95) (9 5 ) (92 ) ( 9 3 ) (9 4 ) (9 6 ) (9 7 ) (9 6 ) (95) (94) ( 9 3 ) (90) (91) (92)(80)(90)(100)(100)(100)(90)(100)(90)(80)(94)(96)(98)(100) (92 ) (98 ) (98 ) (96 ) (94 )(82)(84)(86)(88)(96)(96)(94)(92)D1D1A1 A1 A2 A2 A3 A3 A4 A4 B1 B1 B2B2 B3B3 C1 C1E1 E1TC = 95.34FS = 94.84TC = 95.00FS = 94.509 4-1.4%95 9 5 93TC = (95.88)FL = (95.38)TC = (96.30)FL = (95.80)-2.0%-2.1%-0.8%-0.9%TC = 91.69FL = 91.19TC = 92.21FL = 91.71-1.7 %FL = 92.40-0.5%EX. DROPINLET TO REMAINRIM = 90.30INV. = 86.42-1.0%-0.9%-1.0%-0.5%TC = (92.17)FL = (91.67)TC = 95.53FL = 95.03TC = 95.36FL = 94.86TC = 94.91FL = 94.41TC = 94.50FL = 94.00TC = 93.67FS = 93.17TC = 94.44FS = 93.94TC = 94.95FS = 94.45TC = 94.25FL = 93.75END CURBTC = 94.44FS = 93.94-0.6%94 94-0.5%-0.5%EX. VEGETATED SWALETO REMAINOCPW INLETTYPE 1PLAN 1301RECONNECT TOBOX CULVERTOCFCDPARCELOCFCDPARCELFFE~99.00 FFE~96.05 FFE~100.50 FFE~97.90 FFE~93.10 FFE~98.00 FFE~96.85 FFE~96.85 FFE~96.10 FFE~95.80 FFE~93.80 FFE~93.80 FFE~98.10FFE~93.10 FFE~98.00 F1 F1 F2 F2 F3 F3FG = (101.29)FG = (100.58)FG = (99.87)FG = (98.93)FG = (98.20)FG = (97.00)FG = (96.88)FG = (96.45)FG = (98.52)TC = 94.46FS = 93.96FG = (95.70)30'MODULAR WETLANDSSYSTEM (MWS4-8-C)TC = 91.52CO= 91.02INV. 8" IN = 85.94(FROM STORAGE)INV. 24" OUT = 86.44GRATED INLET 1CTC = 94.22TG = 93.72INV. 18" OUT = 90.72TC = 94.61FS = 94.11GRATED INLET (DI-2I)TC = 91.53TG = 91.03INV. 8" IN = 88.68INV. 24" IN = 87.30INV. 24 OUT = 87.20DISCHARGE STRUCTUREPER SPPWC 342-2Rim = 92.29INV. 8" IN = 85.21INV. 18" IN (S) = 85.22INV. 24" IN = 86.49INV. RCB OUT = 85.21-2.0%-1.0%GRATED INLET 1DTC = 94.08TG = 93.58INV. 18" IN = 90.10INV. 24" OUT = 89.60TC = 94.70FS/GB = 94.20TC = 95.46FS/GB = 94.96TC = 94.33FS = 94.33FL = 93.49-0.5%-0.5%FL = 91.29TC = 94.53FS = 94.03CURB OPENTC = 93.61FS = 93.11-9.5%FL = 92.35FL = 93.06-0.6%TC = 94.45FS = 93.95TC = 93.37FS = 92.87TC = (91.00)FL = (90.50)-5.0%-4.4% - 3 . 4%TC = 91.59FS = 91.0994TC = (92.75)FL = (92.25)TC = (91.83)FL = (91.33)TC = (91.89)FL = (91.39)TC = (90.88)FL = (90.38)TC = 91.25FS = 90.75FL = 92.10TC = 92.85FS = 92.35TW = 92.45FL (18" RCP) = 88.92TC = (92.74)FL = (92.24)(-0.5%)TC = 95.40FS = 94.90TC = 95.45FL = 94.95TRW = 95.13TRW = 94.00TRW = 93.12TC = 95.86FS = 95.36TC = 95.09FL = 94.59TC = 94.68FL = 94.18TC = 95.60FL = 95.10-0.7%FL = 94.19FL = 94.01FL = 94.19FL = 94.01-0.5%-1.2%-3.2%-1.3%-1.0%-0.5%94-0.7%-2.5%-4.1%-4.5%-0.9%-0.9%TC = 92.73FL = 92.232' HIGH CMUSTEM/ RETAININGWALL ALONGPROPERTY LINESPLIT FACE FINISHGRATED INLET (DI-R1)TG = 90.56INV. 8" OUT = 88.68W/ TIDEFLEX SERIES37G CHECK VALVEUNDERGROUNDSTORAGESEE STORMDRAIN LAYOUT-0.6% 9 2 EX. STORM DRAINOUTLET STRUCTURETO REMAIN170'TRABUCO CREEK170'TRABUCO CREEKTOE OFSLOPETOP OFSLOPETOE OFSLOPETOP OFSLOPESTREAMBEDGRATED INLET 5ATG = 93.75INV. 18" IN (N) = 87.89INV. 30" OUT (S) = 87.89EXMH1RIM = 94.80ADJUST TO GRADEINV. 30" IN (N) = 87.52INV. 36" IN (E) = (86.82)INV. 48" OUT (W) = (86.52)959494FG = 93.950.40%EXMH F5RIM = (94.20)RAISE RIM = 94.45FL = 91.91FL = 91.75TC = 92.46FL = 91.96TC = 92.13FL = 91.63TC = 92.71FS = 92.21MERCANTILEFF = 94.50PAD = 93.91MERCANTILEFF = 94.10PAD = 93.51MARKETPLACEFF = 94.50PAD = 93.91WORKSHOPFF = 94.25PAD = 93.66FARMSTEADFF = 94.50PAD = 93.91HAYLOFTFF = 94.25PAD = 93.66RESTROOMSFF = 94.50PAD = 93.91TC = 94.86FL = 94.36TC = 93.64FL = 93.142' COSW = 94.04SW = 93.91SW = 93.84-1.1% -1.5%FG = 91.50SW = 93.86SW = 93.86GRATED INLET (DI-R1)TG = 90.55INV. 24" OUT = 87.50W/ TIDEFLEX SERIES37G CHECK VALVE-1.0%9191929392- 1 . 5%SW = 94.50SW = 94.20SW = 94.50SW = 94.38SW = 94.50-1.7% -1.6%SW = 93.55SW = 94.12SW = 94.10SW = 94.03-1.5%SW = 93.66SW = 93.97-1.8%-1. 3 % -2.1%-1.8%- 0 .9%-1.5%-0.4%-1.5%-1.7%-1.9%-1.6% -1. 4 %TC = 94.40FS = 94.40- 1 .5%9392919192929394949 4 94939294 9393SW = 94.41SW = 94.25SW = 94.25SW = 93.74SW = 93.37SW = 93.37SW = 93.97SW = 93.56SW = 93.41SW = 94.58SW = 94.56SW = 93.93SW = 94.47SW = 94.50SW = 94.50SW = 94.50SW = 94.50SW = 94.41SW = 94.50SW = 94.23SW = 94.48SW = 94.00SW = 94.00SW = 94.17SW = 94.03SW = 94.49SW = 94.49SW = 94.49SW = 94.49TC = 94.45FS = 93.95TC = 94.89FS = 94.39TC = 93.98FS = 93.48TC = 93.71FS = 93.21TC = 93.40FS = 92.90TC = 93.35FS = 92.85TC = 93.38FS = 92.88TC = 92.00FS = 91.502' WIDEOVERFLOW WEIRTC = 92.13FS = 91.63TC = 92.04FS = 91.54TC = 93.58FS = 93.08TC = 94.50FS = 94.00TC = 93.77FS = 93.27TC = 93.85FS = 93.35-4.3%-0.5%-0.8% 0.7% -3.7%-7.5%-7.5%-1.3%-1.0%-1.0%TC = 94.38FS = 93.88-0.5%-1.5%SW = 94.50-0.0%TC = 94.50FS = 94.00TC = 93.92FS = 93.42SW = 94.50SW = 94.50SW = 94.48-1.7%FG = 93.69SW = 94.11SW = 93.92SW = 93.92-1.2% -0.7%SW = 93.97SW = 93.97-1.4%-1.0%FG = 92.72FG = 92.56SW = 93.29SW = 93.37SW = 93.30-5.0% -2.9%FG = 92.84FG = 92.85-0.5%-0.8%-4.0%-0.4%-1.0%SW = 93.71SW = 93.88TC = 93.88FS = 93.38TC = 93.88FS = 93.38-0.9%-1.0%-0.9%SW = 94.19-1.5%-2.0%SW = 93.92SW = 94.02SW = 93.70SW = 94.50SW = 94.50SW = 93.50SW = 94.50SW = 94.54SW = 94.69SW = 94.85SW = 94.85SW = 94.92SW = 94.92SW = 94.80SW = 94.80SW = 93.63SW = 93.48SW = 93.42-1.5% -1.5%-1.8%-0 . 8%SW = 95.00SW = 94.50SW = 94.04SW = 94.10SW = 94.05SW = 94.10-1.5%-2.5%-1.1%TC = 90.90FL = 90.40TC = 91.65FL = 91.159291SW = 92.21SW = 92.20SW = 92.21SW = 92.30SW = 92.2194 SDMH1RIM = 94.94ADJUST TO GRADEINV. 24" IN (N) = 89.39INV. 24" OUT (S) = 89.29SDMH2RIM = 93.84ADJUST TO GRADEINV. 24" IN (N) = 88.79INV. 24" OUT (S) = 88.69GRATED INLET (DI-2J)TG = 91.00INV. 15" IN = 87.78INV. 24" IN = 87.03INV. 24 OUT = 86.93SDMH3RIM = 93.93ADJUST TO GRADEINV. 15" IN (N) = 88.88INV. 15" OUT (S) = 88.78GRATED INLET (DI-1A)TG = 92.70INV. 15" OUT = 89.25W/ TIDEFLEX SERIES37G CHECK VALVEOCPW INLETTYPE 1TB = 92.06INV. 18' = 89.56CENTRAL GREENFG = 93.04FG = 93.25INTERCEPT SWALEDOWNSPOUTSUG TO SDDOWNSPOUTSUG TO SDDOWNSPOUTSTO SURFACE DRAINDOWNSPOUTSUG TO SDDOWNSPOUTSTO SURFACEDOWNSPOUTSTO SURFACEDOWNSPOUTSTO SURFACEDOWNSPOUTSUNDER SIDEWALKSW = 93.06DOWNSPOUTSUNDER SIDEWALKOCPW INLETTYPE 1TB = 90.82INV. 18' = 89.56-1.6% -1.5% -2.1%-0.5%SW = 93.58SW = 93.61SW = 93.47-1.0%SW = 93.72-4.8%TC = 93.85FS = 93.85TC = 93.74FS = 93.74SW = 94.32SW = 94.32SW = 93.99SW = 94.25SW = 93.90SW = 93.73-0.4%SW = 93.92SW = 93.77SW = 93.94SW = 93.81SW = 94.14SW = 93.85SW = 93.85SW = 93.84SW = 93.76-1.3%94GRATED INLET (DI-1B)TG = 93.50INV. 12" OUT = 90.25-1.1%-0.7%-0.5%0.7%TC = 94.39FS = 93.89TC = 94.39FS = 93.89TC = 94.39FS = 93.89ISSUE DATE:CHECKED BYSHEETVALLEY CIVIL DESIGN JOB No.65 EnterpriseALISO VIEJO, CA 92656949.330.6730www.vallley-cdg.comFRONTIER REAL ESTATEINVESTMENTS610 NEWPORT CENTER DRIVE,SUITE 400NEWPORT BEACH, CA 92660P| 949.800.8069PLOTTED:FILE: X-GRAD.DWG 9/19/19Thursday, September 19, 2019 06/06/201816-507MLPG1SAN JUAN CAPISTRANO, CA 92675 31825 LOS RIOS STREET RIVER STREET MARKETPLACE -- PRELIMINARY GRADING PLANFeet60300EARTHWORK VOLUMES CUT = 648 CYFILL = 20,276 CYNET FILL = 19,628 CY PERVIOUS PAVING BMPASPHALT PAVINGPEDESTRIAN PAVINGHEAVY DUTY CONCRETESELF RETAINING BMP 8788899091929394958790777879808182838485868788899091929394959697778090808182838485868788899091929394959697988090808182838485868788899091929394959697989910080901009192939495969791919293949596979194959697989910010110210394100899091929394959697988990-50-40-30-20-1001020304050SECTION D1-130-120-110-100-90-80-70-60-50-40-30-20-1001020304050607080SECTION A2-120-110-100-90-80-70-60-50-40-30-20-100102030405060708090100110120130140150160170180190200210220230240250260270280290300310320330340350360370380390400410420430440450460-120-110-100-90-80-70-60-50-40-30-20-100102030SECTION A3SECTION A4-50-40-30-20-1001020304050SECTION B2-50-40-30-20-1001020304050SECTION B1-50-40-30-20-1001020304050SECTION B3-60-50-40-30-20-1001020304050SECTION C1878889909192939495968790-350-340-330-320-310-300-290-280-270-260-250-240-230-220-210-200-190-180-170-160-150-140-130-120-110-100-90-80-70-60-50-40-30-20-100102030405060708090100110120130140150160170180190200210220230240250260270280290300310320330340350360370380390400410420430440450460470480SECTION E1767778798081828384858687888990919293949596768090-150-140-130-120-110-100-90-80-70-60-50-40-30-20-100102030405060708090SECTION A1TRABUCO CREEKPROPERTY LINECENTER LINEPASEO ADELANTOCENTER LINEPASEO ADELANTOPROPERTY LINETRABUCO CREEKOCFCD LOT TRABUCO CREEK CENTER LINE PASEO ADELANTO OCFCD LOT CENTER LINE PASEO ADELANTO CENTER LINE RIVER STREET CENTER LINE RIVER STREET CENTER LINE RIVER STREET PROPERTY LINE CENTER LINE LOS RIOS ST PROPERTY LINE PROPOSED LOT LINE RAIL ROADPROPERTY LINE CENTER LINERIVER STREET TRABUCO CREEK PROPERTY LINE PROPERTY LINE(2.0%)CURB AND GUTTERAT RIGHT TURN LANEBIKE PATH1.5%2.0%1.0%ASPHALTPAVEMENTSECTIONCONCRETEPARKWAYASPHALT PAVEMENTWIDENING FOR ROUNDABOUTASPHALTPARKING AREAMERCANTILE BUILDINGFF = 95.00PAD = 94.41GREENHOUSE BUILDINGFF = 94.00PAD = 93.41CENTRAL GREENDRAINAGE SWALEASPHALT(PARKING)PERVIOUS PAVINGPARKING AREA1.0%1.0%ASPHALTPAVINGRAISEDROUNDABOUTMEDIANASPHALTPAVINGBIKE PATHBIKE PATHBIKE PATHEXISTING CHANNELWALLSEXISTING CHANNELWALLSEXISTING CHANNELWALLSEXISTING CHANNELWALLSEXISTING GRADETYPICALRETAINING WALL2' MAXPCCDRIVEWAYPROPERTY LINE EXISTINGGRADEFARMSTEAD BUILDINGFF = 94.50PAD = 93.91GRADED SWALEEXISTINGGRADEGRATED INLET 2JCENTRAL GREENWALKWAYFARMSTEAD PATIO3 1EXISTINGASPHALT CURBTO REMAIN1.2%PERVIOUS PAVINGPARKING AREAWHEEL STOPSPERVIOUS PAVINGPARKING AREA10'SEASONAL HIGH WATER TABLECHECK DAM18'-3"PARKING16'NORTHBOUND14'SOUTHBOUNDOC FLOOD PARCEL CITY ROWOCFLOODPARCEL90'CENTRAL GREENGRATED INLET 1AOUTLET PIPEW/ BACKFLOWDEVICE1.2%-1.0%(-2.3%)WORKSHOP BUILDINGFF = 94.25PAD = 93.66-1.1%51INTERCEPTORSWALEMARKETPLACE BUILDINGFF = 94.50PAD = 93.91MARKETPLACE BUILDINGFF = 94.50PAD = 93.91-0.6%PERIMETER FENCEDECORATIVE31-1.1%INLET PIPEFROM WESTCENTRAL GREENRIVERSTREETGRATED INLET 1C-0.7%PLANTERAREA-2.0%-2.0%-1.0%-2.4%PERIMETER FENCEDECORATIVEPERVIOUS PAVINGPARKING AREA-2.0%-0.6%OUTLET PIPE 24"WHEEL STOPSBUILDINGCURB THISWALL-1.6%HARDSCAPEWALKWAY-1.0%~22'PATIOPLANTINGAREA-1.5%18'HARDSCAPEWALKWAYPLANTERPLANTERPLANTERPERVIOUS PAVINGPARKING AREA-0.9%-1.5%PLANTERWGRADEDSWALE-1.4%(-0.7%)(-1.2%)PLANTERHARDSCAPEWALKWAYHARDSCAPEWALKPLANTERHARDSCAPEWALKADA RAMP19'-5"IMP.PAVING(ADA STALLS)PERVIOUS PAVINGPARKING AREA-0.8%PLANTERPROP. STORMDRAINCONCSDWK4' CONCSDWKISSUE DATE:CHECKED BYSHEETVALLEY CIVIL DESIGN JOB No.65 EnterpriseALISO VIEJO, CA 92656949.330.6730www.vallley-cdg.comFRONTIER REAL ESTATEINVESTMENTS610 NEWPORT CENTER DRIVE,SUITE 400NEWPORT BEACH, CA 92660P| 949.800.8069PLOTTED:FILE: X-GRAD.DWG 9/19/19Thursday, September 19, 2019 06/06/201816-507MLPG1.1SAN JUAN CAPISTRANO, CA 92675 31825 LOS RIOS STREET RIVER STREET MARKETPLACE -- CROSS SECTIONS 1 OF 2Feet60300 85868788899091929394959697989910085901008990919293949596979899100101899010089909192939495969798991001011021038990100-280-270-260-250-240-230-220-210-200-190-180-170-160-150-140-130-120-110-100-90-80-70-60-50-40-30-20-100102030405060708090100110120130140150160170180190200210220230240250260SECTION F1-350-340-330-320-310-300-290-280-270-260-250-240-230-220-210-200-190-180-170-160-150-140-130-120-110-100-90-80-70-60-50-40-30-20-100102030405060708090100110120130140150160170180190200210220230240250260270SECTION F2-200-190-180-170-160-150-140-130-120-110-100-90-80-70-60-50-40-30-20-100102030405060708090100110120130140150160170180190200210220230240250SECTION F3PROPERTY LINE EX. HOUSEFFE=96.85PROPERTY LINE CENTER LINEPASEO ADELANTO PROPERTY LINE EX. HOUSEFFE=97.90EX.STRUCTUREFFE=93.10GREENHOUSE BUILDINGFF = 94.00PAD = 93.41MARKETPLACEBUILDINGFF = 94.50PAD = 93.91REDBARNBUILDINGFF = 94.50PAD = 93.91PROPERTY LINE STREETPROPERTY LINE EXISTING GRADETYPICALEXISTING GRADETYPICALEXISTING GRADETYPICALLOS RIOSSTREETLOS RIOSSTREETLOS RIOSGRADED SWALEHORSE TROUGHFOUNTAIN~21'HARDSCAPEWALKFIRE LANE(2.0%)CURB AND GUTTERAT RIGHT TURN LANEASPHALT PAVEMENTSECTIONASPHALT PAVEMENTSECTIONAT ANGLED PARKINGPERMEABLE PAVING(GRAVEL SECTION OVERSTONE LAYER)CURB AND GUTTERAT RIGHT TURN LANEASPHALT PAVEMENTSECTION AT ROUNDABOUTPROPERTY LINE -1.5%PATIO20'-6"PLANTERINTERCEPTORSWALE-3.3%-1.4%MERCANTILE BUILDINGFF = 95.00PAD = 94.41PROPOSEDSTORM DRAIN-1.5%~21'HARDSCAPEWALKWAYCENTRAL GREENDRAINAGE SWALE~21'CENTRALGREENWALKPLANTING10' HARDSCAPEWALKWAY19'-4"PLANTING90'-4"HARDSCAPEWALKWAY26'-6"ROLLEDCURBFIRE LANEKNUCKLEPERMEABLE PAVING(GRAVEL SECTION OVERSTONE LAYER)54'ADA PARKINGIMPERMEABLEPAVING40'ADA PARKINGIMPERMEABLEPAVINGPLANTERPERMEABLEPAVING-1.7%LANDSCAPEDPKWYCONC.SDWKPLANTERHARDSCAPEWALK-0.9%41INTERCEPTORSWALE-1.6%-2.0%-1.3%-0.6%-1.3%-1.5%CONC.SDWKPROPOSED STORMDRAIN FROM INTERCEPTORSWALE-1.0%-1.3%25'-10"HARDSCAPEWALKCONC.SDWKPERMEABLE PAVING(GRAVEL SECTION OVERSTONE LAYER)-0.4%-0.5%-2.8%41ISSUE DATE:CHECKED BYSHEETVALLEY CIVIL DESIGN JOB No.65 EnterpriseALISO VIEJO, CA 92656949.330.6730www.vallley-cdg.comFRONTIER REAL ESTATEINVESTMENTS610 NEWPORT CENTER DRIVE,SUITE 400NEWPORT BEACH, CA 92660P| 949.800.8069PLOTTED:FILE: X-GRAD.DWG 9/19/19Thursday, September 19, 2019 06/06/201816-507MLPG1.2SAN JUAN CAPISTRANO, CA 92675 31825 LOS RIOS STREET RIVER STREET MARKETPLACE -- CROSS SECTIONS 2 OF 2Feet60300 OBSCURED POOLA/G RG RG RGRG RG RG GNV OBSCURED AREA (48" RC P S D )(36" RCP SD)(48" RCP S D )(48" RCP SD)(48" RCP SD)PASEO ADELANTORIGHT-OF-WAY VARIESDEL OBISPO S T R E E T RIGHT-OF WA Y V A R I E S LOS RIOS STREETRIGHT-OF-WAY VARIESRIVER STREETPRIVATE ROADBIKE PATHTRABUCO CREEKBIKE PATHPARCEL : 1247483.87 SQ FT5.68 ACRESS53° 31' 29"W 558.78'N08° 52' 25"W 45.14'N53° 31' 29"E 113.96'N08° 52' 25"W 234.88'N02° 16' 42"W 214.62'N02° 22' 25"W 42.00'N02° 22' 25"W 43.75'N02° 22' 25"W 86.98'N02° 02' 43"E 102.62'N87° 33' 29"W 385.21'S14° 59' 16"E 481.94 'S20° 49' 15"W 21.92'S89° 35' 25"E 16.00'S89° 35' 25"E 14.98'N89° 35' 25"W 73.13'N89° 35' 25"W 46.65'HAY LOFT BUILDINGAPPROX. 3,000 SFTT92RED BARNFF = 94.50PAD = 93.91MARKETPLACEFF = 94.50PAD = 93.91GREENHOUSEFF = 94.00PAD = 93.41MERCANTILEFF = 95.00PAD = 94.413' WIDEVEGETATED SWALEINTERCEPTS RESIDENTIALLINED WITH IMPERMEABLELINER9897 99 10096959494 949393929 3 9 4 95 9 5 9394 94FFE~99.00 FFE~96.05 FFE~100.50 FFE~97.90 FFE~93.10 FFE~98.00 FFE~96.85 FFE~96.85 FFE~96.10 FFE~95.80 FFE~93.80 FFE~93.80 FFE~98.10FFE~93.10 FFE~98.00 MODULAR WETLANDSSYSTEM (MWS4-8-C)TC = 91.52CO= 91.02INV. 8" IN = 85.94(FROM STORAGE)INV. 24" OUT = 86.44GRATED INLET 1CTC = 94.22TG = 93.72INV. 18" OUT = 90.72GRATED INLET (DI-2I)TC = 91.53TG = 91.03INV. 8" IN = 88.68INV. 24" IN = 87.30INV. 24 OUT = 87.20DISCHARGE STRUCTUREPER SPPWC 342-2Rim = 92.29INV. 8" IN = 85.21INV. 18" IN (S) = 85.22INV. 24" IN = 86.49INV. RCB OUT = 85.21GRATED INLET 1DTC = 94.08TG = 93.58INV. 18" IN = 90.10INV. 24" OUT = 89.6094TW = 92.45FL (18" RCP) = 88.9294GRATED INLET (DI-R1)TG = 90.56INV. 8" OUT = 88.68W/ TIDEFLEX SERIES37G CHECK VALVE9 2 SD-1397± LF 24" RCP@ 0.20%Q100 = 6.30 cfsQcap = 10.96 cfsUNDERGROUND STORAGE6,750 CF42" ∅ HDPE, 10 BARRELS@ 45' W/ HEADERSINV. 24" IN (E) = 86.65INV. 24" IN (N) = 88.37INV. 8" OUT (W) = 85.94INV. 24" OUT (W) = 86.44SD23300± LF 18" RCP@ 0.20%Q100 ~ 5cfsQcap = 10.96 cfsSD26205± LF 18" RCP @ 0.3%Q100 ~ 0.5 cfsQcap = 6.23 cfsSD4194± LF 18" RCP@ 5.40%Q100 ~ 5 CFSQcap = 26.44 CFSGRATED INLET 5ATG = 93.75INV. 18" IN (N) = 87.89INV. 30" OUT (S) = 87.89EXMH1RIM = 94.80ADJUST TO GRADEINV. 30" IN (N) = 87.52INV. 36" IN (E) = (86.82)INV. 48" OUT (W) = (86.52)959494EXMH F5RIM = (94.20)RAISE RIM = 94.45SD5INSTALL 90± LF 30" RCP@ 0.40%MERCANTILEFF = 94.50PAD = 93.91MERCANTILEFF = 94.10PAD = 93.51MARKETPLACEFF = 94.50PAD = 93.91WORKSHOPFF = 94.25PAD = 93.66FARMSTEADFF = 94.50PAD = 93.91HAYLOFTFF = 94.25PAD = 93.66RESTROOMSFF = 94.50PAD = 93.91GRATED INLET (DI-R1)TG = 90.55INV. 24" OUT = 87.50W/ TIDEFLEX SERIES37G CHECK VALVE919192939293929191929293949494 94939294 9393 929194 SD27105± LF 24" RCP @ 0.2%Q100 ~ 2 cfsQcap = 10.96 cfsSDMH1RIM = 94.94ADJUST TO GRADEINV. 24" IN (N) = 89.39INV. 24" OUT (S) = 89.29SDMH2RIM = 93.84ADJUST TO GRADEINV. 24" IN (N) = 88.79INV. 24" OUT (S) = 88.69SD21159± LF 18" RCP@ 0.20%Q100 ~ 5cfsQcap = 10.96 cfsSD-11100± LF 24" RCP@ 0.20%Q100 ~ 8.5 cfsQcap = 10.96 cfsSD-1297± LF 24" RCP@ 0.20%Q100 = 6.30 cfsQcap = 10.96 cfsSD-1461± LF 8" PVC@ 1.00%Q100 = 0.1 cfsQcap = 1.26 cfsGRATED INLET (DI-2J)TG = 91.00INV. 15" IN = 87.78INV. 24" IN = 87.03INV. 24 OUT = 86.93SD-31200± LF 15" HDPE@ 0.5%Q100 ~ 3 cfsQcap = 4.95 cfsSDMH3RIM = 93.93ADJUST TO GRADEINV. 15" IN (N) = 88.88INV. 15" OUT (S) = 88.78GRATED INLET (DI-1A)TG = 92.70INV. 15" OUT = 89.25W/ TIDEFLEX SERIES37G CHECK VALVESD-3274± LF 15" HDPE@ 0.5%Q100 ~ 3 cfsQcap = 4.95 cfsOCPW INLETTYPE 1TB = 92.06INV. 18' = 89.56CENTRAL GREENINTERCEPT SWALEDOWNSPOUTSUG TO SDDOWNSPOUTSUG TO SDDOWNSPOUTSTO SURFACE DRAINDOWNSPOUTSUG TO SDDOWNSPOUTSTO SURFACEDOWNSPOUTSTO SURFACEDOWNSPOUTSTO SURFACEDOWNSPOUTSUNDER SIDEWALKDOWNSPOUTSUNDER SIDEWALKOCPW INLETTYPE 1TB = 90.82INV. 18' = 89.5694GRATED INLET (DI-1B)TG = 93.50INV. 12" OUT = 90.25SD-3390± LF 12" HDPE@ 1.0%Q100 ~ 2 cfsQcap = 3 cfsISSUE DATE:CHECKED BYSHEETVALLEY CIVIL DESIGN JOB No.65 EnterpriseALISO VIEJO, CA 92656949.330.6730www.vallley-cdg.comFRONTIER REAL ESTATEINVESTMENTS610 NEWPORT CENTER DRIVE,SUITE 400NEWPORT BEACH, CA 92660P| 949.800.8069PLOTTED:FILE: X-GRAD.DWG 9/19/19Thursday, September 19, 2019 06/06/201816-507MLSD1SAN JUAN CAPISTRANO, CA 92675 31825 LOS RIOS STREET RIVER STREET MARKETPLACE -- STORM DRAIN LAYOUTFeet60300 MERCANTILE BUILDINGFIRST FLOORAPPROX. 12,750 SFHAY LOFT BUILDINGAPPROX. 3,000 SFTTWORKSHOP BUILDINGAPPROX. 4,000 SF OBSCURED POOL RG RG RGRG RG RG GNV (48" RCP SD)(36" RCP SD)(48" RCP S D )(48" RCP SD)(48" RCP SD)PASEO ADELANTORIGHT-OF-WAY VARIESDEL OBISPO S T R E E T RIGHT-OF WA Y V A R I E S LOS RIOS STREETRIGHT-OF-WAY VARIESRIVER STREETPRIVATE ROADBIKE PATHTRABUCO CREEKBIKE PATHLEGENDFIRE LANE LOCATIONTYPICAL FIRE TURNING RADIUSPROPERTY LINEEXISTINGPUBLIC FIRE HYDRANT30'(20')20'PARCEL : 1247483.87 SQ FT5.68 ACRESS53° 31' 29"W 558.78'N08° 52' 25"W 45.14'N53° 31' 29"E 113.96'N08° 52' 25"W 234.88'N02° 16' 42"W 214.62'N02° 22' 25"W 42.00'N02° 22' 25"W 43.75'N02° 22' 25"W 86.98'N02° 02' 43"E 102.62'N87° 33' 29"W 385.21'S14° 59' 16"E 481.94 'S20° 49' 15"W 21.92'S89° 35' 25"E 16.00'S89° 35' 25"E 14.98'N89° 35' 25"W 73.13'N89° 35' 25"W 46.65'ENCROACHMENT AREA3748 SFOC FLOOD PARCELORANGE COUNTY FLOODPARCEL LIMITSCITY RIGHT OF WAYR14'R25'30'14'14'14'14'TYPICAL REFUSE TRUCK TURNING RADIUS60'TRASH ENCLOSURE0" CURBFACE:40.0Steering Angle6.8320.508.008.506.0OCFA Fire Truckfeet:::WidthTrackLock to Lock Time45.42Lock to Lock TimeTypical Refuse VehicleWidthTrackSteering Anglefeet::8.008.50:32.0:6.020.503.5028.00ANGLED PARKING9'18'16'25'20'36'25'30'25'25'R29'R41'R17'R38'20'14'12'40'12'10'18'100'25:1HERITAGE TREESDGESWITCH12'10'14'36'RECONSTRUCTINLETOC FLOOD ENCROACHMENTAREA ~ 3905 SFFIRE ACCESSGATE MONITOREDW/ KEYPADRED BARN8,080 SF, TYPE VBFULLY SPINKLEREDFF = 1500 GPM, 2 HOURSMARKETPLACE BLDG.9,100 SF, TYPE VBFULLY SPINKLEREDFF = 1500 GPM, 2 HOURSGREENHOUSE BLDG.7,040 SF, TYPE VBFULLY SPINKLEREDFF = 1500 GPM, 2 HOURSPROPOSEDPUBLIC FIRE HYDRANTHAYLOFT3,000 SF, TYPE VBFULLY SPINKLEREDFF = 1500 GPM2 HOURSMERCANTILEAPPROX. 22,443 SFFF = 2000 GPM, 4 HOURSWORKSHOP4,000 SF, TYPE VBFULLY SPINKLEREDFF = 1500 GPM, 2 HOURSFARMSTEAD4,500 SF, TYPE VBFULLY SPINKLEREDFF = 1500 GPM, 2 HOURS50'40'26'25'20'40'-6.0"6" ROLLED CURB20'50'R26'R17'145'21'FIRE LANEHAMMERHEADR38'R17'ISSUE DATE:CHECKED BYSHEETVALLEY CIVIL DESIGN JOB No.65 EnterpriseALISO VIEJO, CA 92656949.330.6730www.vallley-cdg.comFRONTIER REAL ESTATEINVESTMENTS610 NEWPORT CENTER DRIVE,SUITE 400NEWPORT BEACH, CA 92660P| 949.800.8069PLOTTED:FILE: TRAF CIRCULATION PLAN.DWG VEHICLE CIRCULATION EXHIBIT -- RIVER STREET MARKETPLACE 31825 LOS RIOS STREET SAN JUAN CAPISTRANO, CA 92675 T1ML16-50706/06/20189/12/19Thursday, September 12, 2019 Feet100500 DETAIL GSMHRIM=( 92 .63 ' )(89.03 ' ) INV8" PVC (89 . 13 ') INV8" PVCDETAIL FSMHRIM= (94 .6 2' ) (89 . 32 ') INV8" PVC /S TEE L (89. 27 ' )IN V 8" P VC/ STEE L EX. SSMHRIM = 91.70INV. 8" (N) = 87.25INV. 8" (W) = 87.30EX. SSMHRIM = 92.63INV. 8" (S) = 89.03INV. 8" (W) = 89.13EX. SSMHRIM = 94.62INV. 8" (E) = 89.32INV. 8" (N) = 89.27EX. SSMHRIM = 95.51INV. 8" (N) = 92.45INV. 8" (S) = 92.36EX 8" DIP SEWER@ 0.41%EXISTING FIRE HYDRANTTO REMAINEX. 8" PVCWATER MAINEX. 8" PVCWATER MAINEX. 6" PVCWATER MAINEXISTING 1.5"IRRIGATION METERTO BE RELOCATEDEX. 8" PVCWATER LINEEX. 8" PVCWATER LINE8"X8"X8" TEEAND GATE VALVE(6" PVC)(6" PVC)(6" PVC)(8" PVC)(6" PVC)(8" PVC)(8" PVC)(8" PVC)(8" PVC)(8" PVC)(8" DIP SEWER)(8" SS) (8" SS)(8" VCP SEWER)(48" RC P S D )(36" RCP SD)(48" RCP SD)(48" RCP SD)PASEO ADELANTORIGHT-OF-WAY VARIESLOS RIOS STREETRIGHT-OF-WAY VARIESRIVER STREETPRIVATE ROADBIKE PATHTRABUCO CREEKBIKE PATHMENSRESTROOMWOMENSRESTROOMJAN.TTWORKSHOP BU I L D I N G APPROX. 4,000 S F 2" PVC WPARCEL : 1247483.87 SQ FT5.68 ACRESS53° 31' 29"W 558.78'N08° 52' 25"W 45.14'N53° 31' 29"E 113.96'N08° 52' 25"W 234.88'N02° 16' 42"W 214.62'N02° 22' 25"W 42.00'N02° 22' 25"W 43.75'N02° 22' 25"W 86.98'N02° 02' 43"E 102.62'N87° 33' 29"W 385.21'S14° 59' 16"E 481.94 'S20° 49' 15"W 21.92'S89° 35' 25"E 16.00'S89° 35' 25"E 14.98'N89° 35' 25"W 73.13'N89° 35' 25"W 46.65'8" PVC8" PVCPROPOSED 10'WATER LINEEASEMENTPROPOSED 10'WATER LINEEASEMENT6X6X6 TEEW/ 8" REDUCERAND GATE VALVEFDCAND 4" BACKFLOWPREVENTERFARMSTEAD2" WATER SERVICE P.O.C.IRRIGATIONP.O.C.FDCAND 6" BACKFLOWPREVENTER8X8X6 TEE (2)PROPOSEDPUBLIC FIRE HYDRANTMERCANTILE BUILDING2" WATER SERVICE P.O.C.620 ± LFPROPOSED 8"PUBLIC WATERMAIN8" PVCPROPOSEDPUBLIC FIRE HYDRANT6'X6' EASEMENTMARKETPLACEFDCAND 4" BACKFLOWPREVENTERMARKETPLACE BUILDING2" WATER SERVICE P.O.C.RED BARNFDC, 4"DCDA2" METER AND DCDAHAYLOFTFDCAND 4" BACKFLOWPREVENTER2" WGREENHOUSERISER ROOOMRED BARN BLDG.FF = 95.00PAD = 94.41MARKETPLACEFF = 94.50PAD = 93.91MERCANTILE BLDGFF = 95.00PAD = 94.41GREENHOUSE BLDGFF = 94.00PAD = 93.41FARMSTEAD BLDGFF = 94.00PAD = 93.41PROPOSEDPUBLIC FIRE HYDRANTOCFCDR/WOCFCDR/W85'EX 8" DIP SEWER@ 0.76%PROPOSED 8'WATERLINEEASEMENTRED BARNRISER ROOMMARKETPLACERISER ROOMMARKETPLACERISER ROOM8X8X6 TEE(3) 2" SERVICES(1) 2" SERVICE8X8X6 TEE8X8X6 TEEPROPOSEDPUBLIC FIRE HYDRANT6'X6' EASEMENT4" PVC W8" PVC8" PVCHAYLOFT RISERROOM8" PVC SS8" PVC SSMARKETPLACEFF = 94.50PAD = 93.91WORKSHOPBUILDINGFF = 94.00PAD = 93.414" PVC WGREENHOUSE FDCAND 4" BACKFLOWPREVENTER2" DOMESTIC METER8" PVC SS4" PVC W2" PVC WHAYLOFTFFE=94, PAD = 93.41RESTROOMSFFE=94.50PAD = 93.41EX. SSMHRIM = 92.09INV. 8" (E) = 88.14INV. 8" (N) = 88.19ISSUE DATE:CHECKED BYSHEETVALLEY CIVIL DESIGN JOB No.65 EnterpriseALISO VIEJO, CA 92656949.330.6730www.vallley-cdg.comFRONTIER REAL ESTATEINVESTMENTS610 NEWPORT CENTER DRIVE,SUITE 400NEWPORT BEACH, CA 92660P| 949.800.8069PLOTTED:FILE: C2.0 PRELIMINARY UTILITY PLAN.DWG PRELIMINARY WATER PLAN -- RIVER STREET MARKETPLACE 31825 LOS RIOS STREET SAN JUAN CAPISTRANO, CA 92675C2.0ML16-50706/06/20189/12/19Thursday, September 12, 2019 Feet60300 DETAIL GSMHRIM=( 92 .63 ' )(89.03 ' ) INV8" PVC (89 . 13 ') INV8" PVCDETAIL FSMHRIM= (94 .6 2' ) (89 . 32 ') INV8" PVC /S TEE L (89. 27 ' )IN V 8" P VC/ STEE L EX. SSMHRIM = 91.70INV. 8" (N) = 87.25INV. 8" (W) = 87.30EX. SSMHRIM = 92.63INV. 8" (S) = 89.03INV. 8" (W) = 89.13EX. SSMHRIM = 94.62INV. 8" (E) = 89.32INV. 8" (N) = 89.27EX. SSMHRIM = 95.51INV. 8" (N) = 92.45INV. 8" (S) = 92.36EX 8" DIP SEWER@ 0.41%EXISTING FIRE HYDRANTTO REMAINEX. 8" PVCWATER MAINEX. 8" PVCWATER MAINEX. 6" PVCWATER MAINEXISTING 1.5"IRRIGATION METERTO BE RELOCATEDEX. 8" PVCWATER LINEEX. 8" PVCWATER LINE(6" PVC)(6" PVC)(6" PVC)(8" PVC)(6" PVC)(8" PVC)(8" PVC)(8" PVC)(8" PVC)(8" PVC)(8" DIP SEWER)(8" SS) (8" SS)(8" VCP SEWER)(48" RC P S D )(36" RCP SD)(48" RCP SD)(48" RCP SD)PASEO ADELANTORIGHT-OF-WAY VARIESLOS RIOS STREETRIGHT-OF-WAY VARIESRIVER STREETPRIVATE ROADBIKE PATHTRABUCO CREEKBIKE PATHMENSRESTROOMWOMENSRESTROOMJAN.TTWORKSHOP BU I L D I N G APPROX. 4,000 S F 2" PVC WPARCEL : 1247483.87 SQ FT5.68 ACRESS53° 31' 29"W 558.78'N08° 52' 25"W 45.14'N53° 31' 29"E 113.96'N08° 52' 25"W 234.88'N02° 16' 42"W 214.62'N02° 22' 25"W 42.00'N02° 22' 25"W 43.75'N02° 22' 25"W 86.98'N02° 02' 43"E 102.62'N87° 33' 29"W 385.21'S14° 59' 16"E 481.94 'S20° 49' 15"W 21.92'S89° 35' 25"E 16.00'S89° 35' 25"E 14.98'N89° 35' 25"W 73.13'N89° 35' 25"W 46.65'8" PVC8" PVC8" PVC2" WRED BARN BLDG.FF = 95.00PAD = 94.41MARKETPLACEFF = 94.50PAD = 93.91MERCANTILE BLDGFF = 95.00PAD = 94.41GREENHOUSE BLDGFF = 94.00PAD = 93.41FARMSTEAD BLDGFF = 94.00PAD = 93.414" LATERAL AND2-WAY CLEANOUTINV. = 91.443" FLOOR DRAINW/ P-TRAPINV. = 91.95OCFCDR/WOCFCDR/W85'CONSTRUCT SSMH#1RIM = 92.80INV. 8" = 89.58INSTALL 142 LF8" PVC SEWERLINE @ 0.32%INSTALL 167 LF8" PVC SEWERLINE @ 0.32%CONSTRUCT SSMH#2RIM = 94.80INV. 8" (OUT) = 90.11INV. 8" (IN) = 90.21INV. 4" IN = 91.004" LATERAL @ 1.0%4" LATERAL @ 0.50%EX 8" DIP SEWER@ 0.76%4" PVC W8" PVC8" PVC8" PVC SSCONSTRUCT SSMH#2RIM = 94.80INV. 6" IN = 90.16INV. 8" (OUT) = 90.99INSTALL 245 LF8" PVC SEWERLINE @ 0.32%INV. 8" = 90.77'INV. 4" = 91.10'4" LATERAL AND2-WAY CLEANOUTINV. = 91.444" LATERAL AND2-WAY CLEANOUTINV. = 91.948" PVC SS4" LATERAL AND2-WAY CLEANOUTRIM = 93.80INV. = 90.824" LATERAL @ 2.0%MARKETPLACEFF = 94.50PAD = 93.914" LATERAL AND2-WAY CLEANOUTRIM = 94.30INV. = 90.82INV. 8" = 90.77'INV. 4" = 91.10'INV. 8" = 90.27'INV. 4" = 90.61'INV. 8" = 89.73'INV. 4" = 90.06'4" LATERAL AND2-WAY CLEANOUTRIM = 93.80INV. = 90.30WORKSHOPBUILDINGFF = 94.00PAD = 93.414" LATERAL @ 1.0%4" PVC W8" PVC SS4" PVC W2" PVC WHAYLOFTFFE=94, PAD = 93.41RESTROOMSFFE=94.50PAD = 93.41EX. SSMHRIM = 92.09INV. 8" (E) = 88.14INV. 8" (N) = 88.19ISSUE DATE:CHECKED BYSHEETVALLEY CIVIL DESIGN JOB No.65 EnterpriseALISO VIEJO, CA 92656949.330.6730www.vallley-cdg.comFRONTIER REAL ESTATEINVESTMENTS610 NEWPORT CENTER DRIVE,SUITE 400NEWPORT BEACH, CA 92660P| 949.800.8069PLOTTED:FILE: C2.0 PRELIMINARY UTILITY PLAN.DWG PRELIMINARY SEWER PLAN -- RIVER STREET MARKETPLACE 31825 LOS RIOS STREET SAN JUAN CAPISTRANO, CA 92675C3.0ML16-50706/06/20189/12/19Thursday, September 12, 2019 Feet60300 PROPOSED 10'WATER LINEEASEMENTPROPOSED 10'WATER LINEEASEMENTPROPOSED 8'WATERLINEEASEMENTMERCANTILE BUILDINGFIRST FLOORAPPROX. 12,750 SFTTWORKSHOP BUILDINGAPPROX. 4,000 SF OBSCURED POOLGNV PASEO ADELANTORIGHT-OF-WAY VARIESDEL OBISPO S T R E E T RIGHT-OF WA Y V A R I E S LOS RIOS STREETRIGHT-OF-WAY VARIESRIVER STREETPRIVATE ROADBIKE PATHTRABUCO CREEKBIKE PATHLEGENDFIRE LANE LOCATIONTYPICAL TURNING RADIUS20'HOSE LAY DISTANCE BETWEEN FIREHYDRANT AND FIRE TRUCK ACCESS(225' MAX W THRU ROAD)(175' MAX W DEAD-END)HOSE PULL TO MAIN ENTRANCE(150' MAX)EXISTING HYDRANTPROPOSED HYDRANTFIRE LANE ENTRANCE SIGNPER ATTACHMENT 10 AND/OR 11PROPERTY LINEPAINTED RED CURBS W/"FIRE LANE - NO PARKING"IN 3" WHITE LETTERS EVERY 30'R38'R17'FIRE LANE - NO PARKINGPER ATTACHMENT 12RECESSED ISLANDSNO CURB, TYP.PROPOSEDPUBLIC FIRE HYDRANTEXISTINGPUBLIC FIRE HYDRANTEXISTINGPUBLIC FIRE HYDRANTFIRE ACCESSGATE MONITOREDW/ KEYPADHOSE LAYL=144'BUILDING ADDRESS SIGNW/ 10" TALL MIN. LETTERING;COLOR TO CONTRAST BACKGROUNDBUILDING ADDRESS SIGNW/ 10" TALL MIN. LETTERING;COLOR TO CONTRAST BACKGROUNDBUILDING ADDRESS SIGNW/ 10" TALL MIN. LETTERING;COLOR TO CONTRAST BACKGROUNDEXISTINGPUBLIC FIRE HYDRANTRED BARN8,080 SF, TYPE VBFULLY SPINKLEREDFF = 1500 GPM, 2 HOURSMARKETPLACE BLDG.9,100 SF, TYPE VBFULLY SPINKLEREDFF = 1500 GPM, 2 HOURSGREENHOUSE BLDG.7,040 SF, TYPE VBFULLY SPINKLEREDFF = 1500 GPM, 2 HOURS30'(20')20'PARCEL : 1247483.87 SQ FT5.68 ACRESS53° 31' 29"W 558.78'N08° 52' 25"W 45.14'N53° 31' 29"E 113.96'N08° 52' 25"W 234.88'N02° 16' 42"W 214.62'N02° 22' 25"W 42.00'N02° 22' 25"W 43.75'N02° 22' 25"W 86.98'N02° 02' 43"E 102.62'N87° 33' 29"W 385.21'S14° 59' 16"E 481.94 'S20° 49' 15"W 21.92'S89° 35' 25"E 16.00'S89° 35' 25"E 14.98'N89° 35' 25"W 73.13'N89° 35' 25"W 46.65'PROPOSEDPUBLIC FIRE HYDRANTHOSE LAYL=56'HOSE PULLL=150'HOSE PULLL=89'HOSE PULLL=138'HOSE PULLL=150'R38'R25'24'FIRE ACCESSREMOVABLE BOLLARDSFIRE ACCESSELECTRICGATE MONITOREDW/ KEY CODEHOSE PULLL=150'HAYLOFT3,000 SF, TYPE VBFULLY SPINKLEREDFF = 1500 GPM2 HOURSHOSE LAYL=62'HOSE PULLL=150'HOSE PULLL=150'HOSE PULLL=142'HOSE LAYL=225'HOSE PULLL=109'HOSE PULLL=80'HOSE PULLL=103'HOSE PULLL=104'BUILDING ADDRESS SIGNW/ 10" TALL MIN. LETTERING;COLOR TO CONTRAST BACKGROUNDBUILDING ADDRESS SIGNW/ 10" TALL MIN. LETTERING;COLOR TO CONTRAST BACKGROUNDMERCANTILEAPPROX. 22,443 SFFF = 2000 GPM, 4 HOURSWORKSHOP4,000 SF, TYPE VBFULLY SPINKLEREDFF = 1500 GPM, 2 HOURSFARMSTEAD4,500 SF, TYPE VBFULLY SPINKLEREDFF = 1500 GPM, 2 HOURSHOSE LAY60'R17'R38'R17'R38'20'20'25'50'40'25'R38'R17'20'R38'R17'R17'R38'R26'50'21'150'R38'R17'20'ISSUE DATE:CHECKED BYSHEETVALLEY CIVIL DESIGN JOB No.65 EnterpriseALISO VIEJO, CA 92656949.330.6730www.vallley-cdg.comFRONTIER REAL ESTATEINVESTMENTS610 NEWPORT CENTER DRIVE,SUITE 400NEWPORT BEACH, CA 92660P| 949.800.8069PLOTTED:FILE: FMP FIRE MASTER PLAN.DWG FIRE MASTER PLAN -- RIVER STREET MARKETPLACE 31825 LOS RIOS STREET SAN JUAN CAPISTRANO, CA 92675FMPML16-50706/06/20189/12/19Thursday, September 12, 2019 FIRE FLOW REQUIREMENTSMAXIMUM SF OF PROPOSED BUILDING:22,443 SFTYPE OF CONSTRUCTION:VBOCCUPANCY GROUP:GROUP M- MERCANTILEBUILDING HEIGHT:36'-0"NUMBER OF STORIES:1FIRE SPRINKLERS:YESFIRE FLOW REQUIREMENTS IS 2000 GPM PER MINUTE FOR 4 HOURSAT 20 PSI RESIDUAL PRESSURE (BUILDING IS SPRINKLERED).Feet100500