EX. 8" PVC WATER MAIN EXISTING FIRE HYDRANT TO REMAIN LOS RIOS ST. N02 22' 25"W 43.75' S89 35' 25"E 14.98' N02 16' 42"W ' N02 22' 25"W 42.
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3 EX. 8" PVC WATER MAIN EXISTING FIRE HYDRANT TO REMAIN EX. 6" PVC WATER MAIN LOS RIOS ST. N02 22' 25"W 43.75' EX. 8" PVC WATER MAIN N02 02' 43"E ' "W 45.14' 6X6X6 TEE W/ 8" REDUCER AND GATE VALVE N53 31' 29"E ' S89 35' 25"E 16.00' N02 22' 25"W 86.98' N89 35' 25"W 46.65' S89 35' 25"E 14.98' INSTALL FIRE HYDRANT ASSEMBLY N02 16' 42"W ' N89 35' 25"W 73.13' FRONTIER REAL ESTATE INVESTMENTS 610 NEWPORT CENTER DRIVE, SUITE 400 NEWPORT BEACH, CA P N08 52' 25"W ' N02 22' 25"W 42.00' FDC AND 4" BACKFLOW PREVENTOR FDC AND 4" BACKFLOW PREVENTOR 4" LATERAL AND CLEANOUT INV. = S87 33' 29"E ' 8X8X4 TEE 8X8X4 TEE PLOTTED: Thursday, December 08, 2016 FILE: C2.0 PRELIMINARY UTILITY PLAN.DWG S53 31' 29"W ' 600± LF 8" PUBLIC WATER MAIN RIVER ST. 4" LATERAL AND CLEANOUT INV. = INSTALL FIRE HYDRANT ASSEMBLY 6" LATERAL 4" LATERAL AND CLEANOUT INV. = FDC AND 4" BACKFLOW PREVENTER (2) 8X8X4 TEE (2) 8X8X6 TEE FDC AND 6" BACKFLOW PREVENTER Mid: S20 49' 15"W 21.92' X8X8 TEE AND GATE VALVE " LATERAL AND CLEANOUT INV. = CONSTRUCT SSMH#2 RIM = INV. 8" = " LATERAL AND CLEANOUT INV. = (6) 2" BACKFLOW PREVENTERS (6) 2" METERS PC: EX. SSMH RIM = INV. 8" (N) = INV. 8" (S) = PARCEL : SQ FT 5.68 ACRES INSTALL 232 LF 8" PVC SEWER 0.32% EXISTING 1.5" IRRIGATION METER TO BE RELOCATED PASEO ADELANTO EX. 8" PVC WATER LINE RISER ROOM 4" LATERAL AND CLEANOUT INV. = CONSTRUCT SSMH#1 RIM = INV. 8" = INSTALL 185 LF 8" PVC SEWER 0.32% S14 59' 16"E ' EX. SSMH RIM = INV. 8" (S) = INV. 8" (W) = INSTALL FIRE HYDRANT ASSEMBLY PT: N87 33' 29"W ' S87 33' 29"E ' Mid: Feet PC: EX. SSMH RIM = INV. 8" (N) = INV. 8" (W) = SAN JUAN RIVER MARKETPLACE LOS RIOS STREET SAN JUAN CAPISTRANO, CA Enterprise ALISO VIEJO, CA CHECKED BY ML VALLEY CIVIL DESIGN JOB No ISSUE DATE: 10/10/2016 SHEET C2.0 PRELIMINARY UTILITY PLAN -- 12/8/16
4 N02 02' 43"E ' N02 22' 25"W 86.98' N87 33' 29"W ' N02 16' 42"W ' PARCEL : SQ FT 5.68 ACRES N08 52' 25"W ' S53 31' 29"W ' N53 31' 29"E ' 52' 25"W 45.14' N02 22' 25"W 43.75' N02 22' 25"W 42.00' S14 59' 16"E ' S20 49' 15"W 21.92' S89 35' 25"E 14.98' S89 35' 25"E 16.00' N89 35' 25"W 73.13' N89 35' 25"W 46.65' -3.4% -0.5% S87 33' 29"E ' S87 33' 29"E ' -1.0% -1.0% ELEV = ELEV = ELEV = ELEV = ELEV = ' WIDE INTERCEPTOR SWALE INTERCEPTS RESIDENTIAL BIOINFILTRATION FACILITY OVERFLOW GRATED INLET TG = INV. 12" OUT = INV. 4" (N) = EX. 5.5'W X 2.25'H BOX CULVERT EXISTING 48" RCP 5' WIDE VEGETED SWALE -2.1% -4.4%-3.2% -2.2% -1.1% -0.8% -1.4% 75LF 12" HDPE -1.0% 110LF 12" HDPE 75LF 12" HDPE 200LF 12" HDPE -0.7% -1.0% -1.2% -0.5% -0.4% BIOINFILTRATION FACILITY AREA SF -0.7% DOWNSPOUT DISPERSEMENT AREA DOWNSPOUT DISPERSEMENT AREA 85LF 12" HDPE 285LF 12" HDPE FRONTIER REAL ESTATE INVESTMENTS 610 NEWPORT CENTER DRIVE, SUITE 400 NEWPORT BEACH, CA P Enterprise ALISO VIEJO, CA CHECKED BY ML VALLEY CIVIL DESIGN JOB No ISSUE DATE: 10/10/2016 SHEET PLOTTED: Thursday, December 08, 2016 FILE: X-GRAD.DWG SAN JUAN CAPISTRANO ITO SAN JUAN CAPISTRANO, CA PRELIMINARY GRADING PLAN -- BIO INFILTRATION BMP PERVIOUS PAVING BMP EARTHWORK VOLUMES CUT = 500 CY FILL = CY NET FILL = CY Feet 12/8/16 GR-2.0
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