GENERAL NOTES BASIS OF COORDINATES BASIS OF BEARINGS
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BASIS OF COORDINATES BASIS OF BEARINGS BASIS OF ELEVATIONS GENERAL NOTES LEGENDS ABBREVIATIONS LINE TYPE BENCHMARK PARKING LOT CAMPUS POLICE PARKING LOT MIRACOSTA COLLEGE BLVD. MANCHESTER AVE PARKING APARTMENTS GREEK ORTHODOX CHURCH APARTMENTS OPEN DIRT LOT PARKING APARTMENT PARKING 300 800 900 400 600 500 PARKING PARKING 100 200 700 SYMBOLS 1000 Exhibit 2 - Existing Utility Composite Survey. REFERENCE DOCUMENT ONLY
GENERAL NOTES BASIS OF COORDINATES BASIS OF BEARINGS
Exhibit 2 - Existing Utility Composite Survey. REFERENCE DOCUMENT ONLY
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AHEAD
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AHEAD
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AHEAD
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AHEAD
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SIGNAL
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SIGNAL
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SIGNAL
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SIGNAL
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STOP
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STOP
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STOP
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STOP
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TLVT
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TLVT
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TLVT
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ECBX
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ECVT
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TLVT
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TLVT
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TLVT
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TLVT
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WTVT
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WTVT
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ECVT
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SDVT
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TLBX
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D
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ECVT
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ECVT
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ECTF
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WIRELESS
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ECBX
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REVISIONS:
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plans. All changes to the plans must be in writing and must be approved by the preparer of these plans.
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CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these
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XREFS:
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DATE
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BY
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NO.
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OF
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SHEETS
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SHEET NUMBER
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JOB NUMBER
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TIME:
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PAGE SETUP:
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SERVER:
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DATE:
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DESIGNER:
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PATH:
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LAYOUT:
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DRAWING NAME:
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PROJ. MGR:
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PREPARED FOR:
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DATE SUBMITTED:
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MIRACOSTA COLLEGE
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AUG 2018
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MIRACOSTA COLLEGE DISTRICT
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SDB053900
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5
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1"=
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1"=
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VERTICAL:
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HORIZONTAL:
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SCALE
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15092 AVENUE OF SCIENCE, SUITE 200
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858.385.0500 TEL 858.385.0400 FAX
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SAN DIEGO, CA 92128
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WWW.NV5.COM
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SAN ELIJO CAMPUS
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EXISTING UTILITY COMPOSITE SURVEY
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1
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8/20/18
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7:32:33 AM
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NONE
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SHEET 1
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N:\SDB053900_MIRA COSTA\CADD\SAN ELIJO\SURVEY
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COMPOSITE TOPO.DWG
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----
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DAB
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DMT
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RIECKEN
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THE COORDINATES ARE REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD83) AT EPOCH 2007.0, ARE EXPRESSED IN TERMS OF THE CALIFORNIA COORDINATE SYSTEM 1983, ZONE VI, AND ARE BASED ON NATIONAL GEODETIC SURVEY (NGS) STATION PID # DG9734, WITH THE DESIGNATION OF FALLBROOK_CS2004 CORS ARP. WITH THE PUBLISHED COORDINATE OF NORTHING:2074323.656 EASTING:6256719.632
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UTILITIES SHOWN WERE OBTAINED FROM A COMBINATION OF RECORD INFORMATION, FIELD MARK-OUT SURVEY, POTHOLE SURVEY, AND DISTRICT STAFF KNOWLEDGE. IF THE LOCATION OF A UTILITY IS DETERMINED TO BE CRITICAL TO THE PROJECT ADDITIONAL POTHOLES WILL BE REQUIRED. ALL DISTANCES SHOWN HEREIN, UNLESS OTHERWISE NOTED, ARE GROUND DISTANCES. THE GROUND DISTANCES. THE . THE COMBINED GRID FACTOR AT POINT 8 IS 0.99994517. TO DETERMINE GRID DISTANCES, MULTIPLY GROUND DISTANCES BY THE COMBINED GRID FACTOR SHOWN HEREIN.
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BEARINGS ARE REFERENCED TO GRID NORTH AS DEFINED BY THE CALIFORNIA COORDINATE SYSTEM 1983, ZONE VI AND ARE BASED ON THE CALCULATED LINE FROM NGS PID # DG9734 FALLBROOK_CS2004 CORS ARP”TO NGS PID # DH4102 CAMPELLIOT_CS2004. ”TO NGS PID # DH4102 CAMPELLIOT_CS2004. TO NGS PID # DH4102 CAMPELLIOT_CS2004. NORTH AZIMUTH= 165° 56' 01'', GRID DISTANCE=175187.67 US SURVEY FEET.
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ELEVATIONS ARE REFERENCED TO NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) AS DETERMINED NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) AS DETERMINED LOCALLY BY CITY OF ENCINITAS BENCHMARK ENC-44. THE PUBLISHED ELEVATION BEING 18.56 US US SURVEY FEET.
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CENTERLINE
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S
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SANITARY SEWER
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PROPERTY BOUNDARY
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GAS LINE
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G
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EASEMENT
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SD
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STORM DRAIN
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DOMESTIC WATER
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CHILLED WATER
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GAS
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HOT HEATING WATER
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COMMUNICATIONS
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CHW
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HHW
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DOM
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GS
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COM
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WATER
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ELECTRICAL
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WT
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EC
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TOP OF PIPE
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TOP OF WALL
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ELEVATION
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FINISHED SURFACE
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ENCASEMENT
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TW
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FS
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TP
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EL
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ENC
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TOP OF GRATE
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INVERT ELEVATION
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TG
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IE
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STORM DRAIN
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SD
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IRRIGATION
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SEWER
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IR
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SS
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FIRE SERVICE
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FR
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BOTTOM OF ENCASEMENT
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BE
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TOP OF ENCASEMENT
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TE
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COMMUNICATIONS
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COM
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COMPRESSED AIR
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CA
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FIRE ALARM
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CA
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3 1/2 INCH CORPS OF ENGINEERS BRASS DISK STAMPED "SEV-104 1974" SET IN A CONCRETE STRUCTURE OF THE OLIVENHAIN PUMP FACILITY. POINT IS IN THE NORTH SIDE OF MANCHESTER AVENUE, 65 FEET WEST OF THE NORTH BOUND I-5 OFF RAMP TO MANCHESTER AVENUE, IN THE MIDDLE OF SOUTH EDGE OF A CONCRETE SLAB PUMP STATION. ELEVATION: 18.56 NAVD88.
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IR
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IRRIGATION LINE
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CH
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CHILLED WATER
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FS
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FIRE SERVICE LINE
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WATER LINE
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TELEPHONE CIRCUIT
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E
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UNDERGROUND ELECTRICAL
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CHAINLINK FENCE
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RETAINING WALL
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GRID NORTH CCS 83
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GEODETIC NORTH
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AT CP MCC 8
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-0%%D34'43" = CONVERGENCE ANGLE
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NOT TO SCALE
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REVISIONS:
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plans. All changes to the plans must be in writing and must be approved by the preparer of these plans.
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CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these
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XREFS:
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DATE
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BY
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OF
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SHEET NUMBER
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JOB NUMBER
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TIME:
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PAGE SETUP:
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SERVER:
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DATE:
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DESIGNER:
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PATH:
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LAYOUT:
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DRAWING NAME:
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PROJ. MGR:
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PREPARED FOR:
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DATE SUBMITTED:
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MIRACOSTA COLLEGE
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AUG 2018
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MIRACOSTA COLLEGE DISTRICT
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SDB053900
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5
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1"=
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1"=
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VERTICAL:
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HORIZONTAL:
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SCALE
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15092 AVENUE OF SCIENCE, SUITE 200
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858.385.0500 TEL 858.385.0400 FAX
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SAN DIEGO, CA 92128
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WWW.NV5.COM
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E
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UNDERGROUND ELECTRICAL (RECORD PLAN)
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T
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TELEPHONE CIRCUIT (RECORD PLAN)
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WATER LINE (RECORD PLAN)
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SANITARY SEWER (RECORD PLAN)
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GAS LINE (RECORD PLAN)
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SD
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STORM DRAIN (RECORD PLAN)
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2
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5
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3
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4
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ROOF DRAIN
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RD
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D
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POWER POLE
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GUY POLE
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G
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E
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CURB INLET
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SEWER CLEANOUT
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STORM DRAIN MANHOLE
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ECVT
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ECTF
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ECCB
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WTVT
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STORM DRAIN CLEANOUT
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DROP INLET
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ELECTRICAL MANHOLE
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FIRE HYDRANT
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GAS METER
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GAS VALVE
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LIGHT POLE
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ROOF DRAIN
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SEWER MANHOLE
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TELEPHONE MANHOLE
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WATER VALVE
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TRAFFIC SIGNAL
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ELECTRICAL BOX
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ELECTRICAL CABINET
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TRANSFORMER
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ELECTRICAL VAULT
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GAS RISER
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GAS VAULT
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IRRIGATION CONTROLLER
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IRRIGATION VALVE
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IRRIGATION BOX
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TELEPHONE RISER
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TELEPHONE BOX
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WATER RISER
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WATER METER
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WATER VAULT
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BACKFLOW ASSEMBLY
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WATER FIR CONNECTION
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WATER HOSE BIB
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DRINKING FOUNTAIN
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SPOT ELEVATION
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SIGN
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BOLLARD
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TREE
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BUILDING UNIT
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HANDICAP PARKING
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IR
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C
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AREA DRAIN
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ELECTRICAL RISER
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BLOW-OFF VALVE
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GSVT
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TLVT
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TELEPHONE VAULT
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SAN B400 & B900 BUILDING RENOVATIONS, Bid #MM-20-020 Exhibit 2 - Existing Utility Composite Survey
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DISCLAIMER The following reports, documents, and other information are provided as “Information Available” for the Project and for reference only. The reports, documents, and other information are not, and shall not become, part of the Contract Documents for the Project. The District makes no representation or warranty as to the accuracy and/or completeness of the information contained in the reports, documents, and other information, and hereby specifically disclaims the accuracy and/or completeness of such reports, documents, and other information. The District has no independent information, independent knowledge, and no expertise, as to what the contents of the reports, documents, and other information mean, and/or how same may or may not affect construction of the anticipated Project. The District makes the disclosure of the existence of the reports, documents, and other information, and all of their contents to ensure that the reports, documents, and other information, and their contents are made known and available to the Contractor. The Contractor is solely responsible for determining any impact on the Project and the Contractor’s pricing and costs regarding the Project. This Disclaimer shall be read as if it is set forth on the face page of all the documents set forth below.
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REFERENCE DOCUMENT ONLY
700
PARKING
APARTMENTS
OPEN DIRTLOT
APARTMENTPARKING
1000
600
Exhibit 2 - Existing Utility Composite Survey. REFERENCE DOCUMENT ONLY
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D
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PATIO
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OVERHANG
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CONC. PAD
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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ASPHALT
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ASPHALT
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ASPHALT
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CONC.
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CONC.
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STORAGE
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STORAGE
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STORAGE
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STORAGE
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STORAGE
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ECTF
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Obscured Area
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OBS.
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Asph.
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S
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STEPS
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PATIO
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OVERHANG
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ECVT
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ECBX
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O
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C
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CHILLER UNIT
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3" HP
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3" HP
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GAS SHUTOFF
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3/4"
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3/4"
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3/4"
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3/4"
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2"
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2"
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1.25" SERVICE
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4" PVC
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4" PVC
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8" PVC
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8" PVC
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8" PVC
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IE=64.81
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6" PVC
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8" ACP
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2" PVC
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1.5"
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IRRIGATION
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8"
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8"
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SHUTOFF
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REVISIONS:
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plans. All changes to the plans must be in writing and must be approved by the preparer of these plans.
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CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these
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XREFS:
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DATE
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BY
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NO.
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OF
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SHEETS
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SHEET NUMBER
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JOB NUMBER
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TIME:
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PAGE SETUP:
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SERVER:
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DATE:
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DESIGNER:
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PATH:
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LAYOUT:
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DRAWING NAME:
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PROJ. MGR:
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PREPARED FOR:
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DATE SUBMITTED:
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MIRACOSTA COLLEGE
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AUG 2018
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MIRACOSTA COLLEGE DISTRICT
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SDB053900
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5
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1"=
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1"=
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VERTICAL:
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HORIZONTAL:
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SCALE
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15092 AVENUE OF SCIENCE, SUITE 200
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858.385.0500 TEL 858.385.0400 FAX
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SAN DIEGO, CA 92128
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WWW.NV5.COM
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SAN ELIJO CAMPUS
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EXISTING UTILITY COMPOSITE SURVEY
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2
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1'
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40'
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8/20/18
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7:32:44 AM
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NONE
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SHEET 2
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N:\SDB053900_MIRA COSTA\CADD\SAN ELIJO\SURVEY
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COMPOSITE TOPO.DWG
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----
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####
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####
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RIECKEN
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MATCHLINE SEE SHEET 3
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0'
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SCALE 1"=
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GRAPHIC SCALE
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40'
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20'
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40'
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80'
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GRID NORTH CCS 83
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GEODETIC NORTH
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AT CP MCC 8
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-0%%D34'43" = CONVERGENCE ANGLE
400
300
200
500
100
900
800
600
WESTPARKING LOT
MIRA COSTA COLLEGE ROAD
CAMPUSPOLICE
EASTPARKING LOT
PARKING LOT
GREEK ORTHODOX CHURCHPARKING LOTAPARTMENTS
PARK
ING
PARKING
Exhibit 2 - Existing Utility Composite Survey. REFERENCE DOCUMENT ONLY
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STOP
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STOP
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STOP
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STOP
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TLVT
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TLVT
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D
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D
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D
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D
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S
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D
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D
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S
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S
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TLVT
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O
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C
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ECVT
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TLVT
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D
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TLVT
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ECVT
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S
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S
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D
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D
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D
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D
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D
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D
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D
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O
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C
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O
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C
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O
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C
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O
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C
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O
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C
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O
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C
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O
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C
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O
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C
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O
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C
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O
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C
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TLVT
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TLVT
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TLVT
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TLVT
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S
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S
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S
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ECVT
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ECVT
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ECVT
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WTVT
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WTVT
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ECVT
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TVBX
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SDVT
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TLBX
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D
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D
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PATIO OVERHANG
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PATIO
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OVERHANG
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PATIO OVERHANG
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PATIO OVERHANG
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PATIO OVERHANG
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PATIO OVERHANG
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PATIO OVERHANG
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PATIO
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OVERHANG
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PATIO
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OVERHANG
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PATIO
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OVERHANG
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PATIO
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OVERHANG
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SHEDS
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OVERHANG
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
AutoCAD SHX Text
ASPHALT
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ASPHALT
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ASPHALT
AutoCAD SHX Text
CONC.
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CONC.
AutoCAD SHX Text
CONC.
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CONC.
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CONC.
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CONC.
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CONC.
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CONC.
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CONC.
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CONC.
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CONC.
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CONC.
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CONC.
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CONC.
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CONC.
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CONC.
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CONC.
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CONC.
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CONC.
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CONC.
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DIRT
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BUS
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STOP
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ECVT
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ECVT
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WIRELESS
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O
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C
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O
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C
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O
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C
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O
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C
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OBS.
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OBS.
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OBS.
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OBS.
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OBS.
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OBS.
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OBS.
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OBS.
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OBS.
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OBS.
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OBS.
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OBS.
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OBS.
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OBS.
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OBS.
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OBS.
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OBS.
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Obscured Area
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OBS.
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OBS.
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OBS.
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OBS.
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OBS.
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OBS.
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OBS.
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OBS.
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Obscured Area
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Obscured Area
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OBS.
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OBS.
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OBS.
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OBS.
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OBS.
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OBS.
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OBS.
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OBS.
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OBS.
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OBS.
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OBS.
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OBS.
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OBS.
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OBS.
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OBS.
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OBS.
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OBS.
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OBS.
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OBS.
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OBS.
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OBS.
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OBS.
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OBS.
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OBS.
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OBS.
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OBS.
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OBS.
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OBS.
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OBS.
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OBS.
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OBS.
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Water
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OBS.
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Asph.
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Asph.
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Asph.
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Asph.
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Asph.
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Asph.
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Asph.
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Asph.
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Conc.
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Conc.
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Asph.
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Conc.
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15
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20
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20
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20
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25
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25
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30
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30
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30
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30
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35
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35
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35
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35
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35
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40
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40
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40
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40
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45
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45
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45
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45
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45
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50
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50
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50
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50
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55
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55
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55
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60
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60
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60
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65
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65
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65
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70
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70
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70
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75
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75
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80
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80
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80
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80
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85
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85
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85
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90
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90
AutoCAD SHX Text
90
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95
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95
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100
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100
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100
AutoCAD SHX Text
105
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105
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110
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110
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115
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115
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120
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125
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145
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175
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O
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C
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STEPS
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STEPS
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STEP
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UNEVEN
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CONC.
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UNEVEN CONC.
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STEPS
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STADIUM
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STORAGE
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ADA RAMP
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BRICKS
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CONC.
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CONC.
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PLANTER
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CONC.
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STEPS
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STAIRS
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STEPS
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A/C
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& FUSE
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SWITCH
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RACK
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3" HP
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3" HP
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3" HP
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3" HP
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3" HP
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3" HP
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2" HP
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2"
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3" HP
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3/4"
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3/4"
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3/4"
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3/4"
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3/4"
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3/4"
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3/4"
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3" HP
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3" HP
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3"
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GAS SHUTOFF
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GAS SHUTOFF
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GAS SHUTOFF
AutoCAD SHX Text
GAS SHUTOFF
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GAS SHUTOFF
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GAS SHUTOFF
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3/4" SERVICE
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1.25" SERVICE
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1.25" SERV.
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1.25" SERVICE
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GAS SHUTOFF
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1.25" SERVICE
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GAS SHUTOFF
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1.25" SERVICE
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D
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8" PVC
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8" PVC
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text
8" PVC
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4" PVC
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4" PVC
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S
AutoCAD SHX Text
3" PVC
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4" PVC
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4" PVC
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4" PVC
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8" PVC
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4" PVC
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4" PVC
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4" PVC
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8" PVC
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8" PVC
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4" PVC
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4" PVC
AutoCAD SHX Text
REVISIONS:
AutoCAD SHX Text
plans. All changes to the plans must be in writing and must be approved by the preparer of these plans.
AutoCAD SHX Text
CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these
AutoCAD SHX Text
XREFS:
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
NO.
AutoCAD SHX Text
OF
AutoCAD SHX Text
SHEETS
AutoCAD SHX Text
SHEET NUMBER
AutoCAD SHX Text
JOB NUMBER
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TIME:
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PAGE SETUP:
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SERVER:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DESIGNER:
AutoCAD SHX Text
PATH:
AutoCAD SHX Text
LAYOUT:
AutoCAD SHX Text
DRAWING NAME:
AutoCAD SHX Text
PROJ. MGR:
AutoCAD SHX Text
PREPARED FOR:
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DATE SUBMITTED:
AutoCAD SHX Text
MIRACOSTA COLLEGE
AutoCAD SHX Text
AUG 2018
AutoCAD SHX Text
MIRACOSTA COLLEGE DISTRICT
AutoCAD SHX Text
SDB053900
AutoCAD SHX Text
5
AutoCAD SHX Text
1"=
AutoCAD SHX Text
1"=
AutoCAD SHX Text
VERTICAL:
AutoCAD SHX Text
HORIZONTAL:
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
15092 AVENUE OF SCIENCE, SUITE 200
AutoCAD SHX Text
858.385.0500 TEL 858.385.0400 FAX
AutoCAD SHX Text
SAN DIEGO, CA 92128
AutoCAD SHX Text
WWW.NV5.COM
AutoCAD SHX Text
SAN ELIJO CAMPUS
AutoCAD SHX Text
EXISTING UTILITY COMPOSITE SURVEY
AutoCAD SHX Text
3
AutoCAD SHX Text
1'
AutoCAD SHX Text
40'
AutoCAD SHX Text
8/20/18
AutoCAD SHX Text
7:32:54 AM
AutoCAD SHX Text
NONE
AutoCAD SHX Text
SHEET 3
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N:\SDB053900_MIRA COSTA\CADD\SAN ELIJO\SURVEY
AutoCAD SHX Text
COMPOSITE TOPO.DWG
AutoCAD SHX Text
----
AutoCAD SHX Text
####
AutoCAD SHX Text
####
AutoCAD SHX Text
RIECKEN
AutoCAD SHX Text
MATCHLINE SEE SHEET 2
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0'
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SCALE 1"=
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
40'
AutoCAD SHX Text
20'
AutoCAD SHX Text
40'
AutoCAD SHX Text
80'
AutoCAD SHX Text
GRID NORTH CCS 83
AutoCAD SHX Text
GEODETIC NORTH
AutoCAD SHX Text
AT CP MCC 8
AutoCAD SHX Text
-0%%D34'43" = CONVERGENCE ANGLE
AutoCAD SHX Text
MATCHLINE SEE SHEET 4
AutoCAD SHX Text
MATCHLINE SEE SHEET 5
PARKING LOT
COURTBASKETBALL
MANCHESTER AVE
MANC
HEST
ER A
VE
Exhibit 2 - Existing Utility Composite Survey. REFERENCE DOCUMENT ONLY
AutoCAD SHX Text
D
AutoCAD SHX Text
ECVT
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GRASS
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GRASS
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GRASS
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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SIGN
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ECVT
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D
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D
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Obscured Area
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OBS.
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OBS.
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OBS.
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OBS.
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OBS.
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OBS.
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OBS.
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OBS.
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OBS.
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OBS.
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OBS.
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OBS.
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OBS.
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OBS.
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Obscured Area
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OBS.
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OBS.
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OBS.
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Obscured Area
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Asph.
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Asph.
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Conc.
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Conc.
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10
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10
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10
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10
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15
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15
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15
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15
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15
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15
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20
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20
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20
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20
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20
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20
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20
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20
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25
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25
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25
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25
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30
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30
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30
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35
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35
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40
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40
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45
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45
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45
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50
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50
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50
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55
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55
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55
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60
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60
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60
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65
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65
AutoCAD SHX Text
65
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70
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70
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70
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75
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75
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80
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80
AutoCAD SHX Text
85
AutoCAD SHX Text
85
AutoCAD SHX Text
90
AutoCAD SHX Text
90
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95
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95
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100
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100
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105
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105
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110
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110
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115
AutoCAD SHX Text
115
AutoCAD SHX Text
120
AutoCAD SHX Text
120
AutoCAD SHX Text
125
AutoCAD SHX Text
130
AutoCAD SHX Text
135
AutoCAD SHX Text
140
AutoCAD SHX Text
145
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150
AutoCAD SHX Text
155
AutoCAD SHX Text
160
AutoCAD SHX Text
165
AutoCAD SHX Text
170
AutoCAD SHX Text
175
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15" PVC
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30" RCP
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10" PVC
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8" ACP MAIN
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8" PVC
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ABANDONED
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REVISIONS:
AutoCAD SHX Text
plans. All changes to the plans must be in writing and must be approved by the preparer of these plans.
AutoCAD SHX Text
CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these
AutoCAD SHX Text
XREFS:
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DATE
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BY
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NO.
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OF
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SHEETS
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SHEET NUMBER
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JOB NUMBER
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TIME:
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PAGE SETUP:
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SERVER:
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DATE:
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DESIGNER:
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PATH:
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LAYOUT:
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DRAWING NAME:
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PROJ. MGR:
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PREPARED FOR:
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DATE SUBMITTED:
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MIRACOSTA COLLEGE
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AUG 2018
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MIRACOSTA COLLEGE DISTRICT
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SDB053900
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5
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1"=
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1"=
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VERTICAL:
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HORIZONTAL:
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SCALE
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15092 AVENUE OF SCIENCE, SUITE 200
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858.385.0500 TEL 858.385.0400 FAX
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SAN DIEGO, CA 92128
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WWW.NV5.COM
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SAN ELIJO CAMPUS
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EXISTING UTILITY COMPOSITE SURVEY
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4
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1'
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40'
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8/20/18
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7:33:04 AM
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NONE
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SHEET 4
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N:\SDB053900_MIRA COSTA\CADD\SAN ELIJO\SURVEY
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COMPOSITE TOPO.DWG
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----
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####
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####
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RIECKEN
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MATCHLINE SEE SHEET 3
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0'
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SCALE 1"=
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GRAPHIC SCALE
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40'
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20'
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40'
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80'
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GRID NORTH CCS 83
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GEODETIC NORTH
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AT CP MCC 8
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-0%%D34'43" = CONVERGENCE ANGLE
GREEK ORTHODOX CHURCH
MANC
HEST
ER A
VEPARKING LOT
PARKING
Exhibit 2 - Existing Utility Composite Survey. REFERENCE DOCUMENT ONLY
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AHEAD
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AHEAD
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AHEAD
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AHEAD
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SIGNAL
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SIGNAL
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SIGNAL
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SIGNAL
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TLVT
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D
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D
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S
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ECVT
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ECVT
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ECBX
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GRASS
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GRASS
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GRASS
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GRASS
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ASPHALT
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ASPHALT
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OBS.
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OBS.
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OBS.
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OBS.
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OBS.
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OBS.
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OBS.
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Obscured Area
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OBS.
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OBS.
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OBS.
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Water
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Asph.
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Conc.
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Asph.
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Asph.
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15
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15
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15
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20
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20
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20
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20
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25
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25
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25
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25
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30
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30
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30
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35
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40
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3" HP
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3" HP
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3" HP
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3" HP
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8" PVC
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8" PVC
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6" PVC
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12"
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12" ACP
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30" RCP
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8" STL
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REVISIONS:
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plans. All changes to the plans must be in writing and must be approved by the preparer of these plans.
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CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these
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