general notes mission avenue · ie=153.34. gas end searched. for not found, position. established...
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PARKING LOT
OPEN DIRTLOT
ACCESS
PARKING LOT
OPEN DIRTLOT
PARKING LOT
DRIVEWAY
DRIVEWAY
PARKING LOT
PARKING LOT
SBDC
ARBY'S
C
B
AHEALTH CENTER
104
MISSION AVENUE
BARNES STREET
GENERAL NOTES
SYMBOLS
LEGENDS
ABBREVIATIONS
LINE TYPE
BASIS OF ELEVATIONS
BASIS OF BEARINGS
BASIS OF COORDINATES
BENCH MARK
GROUND DISTANCES
COMMUNITY LEARNING CENTER
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IRBX(5)
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GSRI
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GSRI
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GSRI
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GSMT
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GSRI
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IRBX
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IRBX
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IRBX
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ECVT
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TLRI
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WTBF
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IRBX
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IRBX
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WTBF
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ECBX
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IRBX
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IRBX
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ECBX
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ECBX
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ECBX
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WTRI
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WTRI
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ECRI
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ECRI
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ECPB
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ECPB
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ECPB
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C
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FLAGPOLE
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8" CI WATER MAIN
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10" ACP WATER
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10" ACP WATER
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10" ACP WATER
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6"
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6" ACP WATER
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10" ACP WATER
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10" ACP WATER
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10" CI WATER MAIN
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6" ACP WATER
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1" WATER
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6" PVC FIRE SERV.
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2.5" CU WATER
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2" CU W
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24" RCP STORM DRAIN
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4" CI CURB OUTLETS(6)
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2" PVC SD
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MANIFOLD
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8" SD
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8" CI RD
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4" CI RD
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6"CI RD
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4" CI RD
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4" CI RD
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6" CI RD
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3" CI RD
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4" PVC RD
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4" PVC RD
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RD
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RD
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RD
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RD
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3" PVC SD
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3" PVC SD
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3" PVC SD
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CURB OUTLET
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4" CI RD
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RIM=162.94
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IE=153.49
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RIM=159.47
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IE=150.97
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RIM=157.77
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IE=149.07
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RIM=155.82
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IE=145.82
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RIM=154.58
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IE=144.98
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RIM=153.09
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IE=143.49
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RIM=157.82
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IE=149.67
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-64INCH TP
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IE=153.34
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GAS END SEARCHED
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FOR NOT FOUND, POSITION
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ESTABLISHED PER MARKET
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AS-BUILT PLANS
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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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SERVER:
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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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JUNE 2010
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MIRACOSTA COLLEGE DISTRICT
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SDB053900
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3
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1"=
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1"=
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VERTICAL:
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SCALE
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15070 AVENUE OF SCIENCE, SUITE 100
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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.NOLTE.COM
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B E Y O N D E N G I N E E R I N G
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COMMUNITY LEARNING CENTER
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EXISTING UTILITY COMPOSITE SURVEY
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1
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1'
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40'
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3/2011
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9:07:29 AM
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NONE
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Layout1
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N:\SDB053900_MIRA COSTA\CADD\LEARNING CENTER\SURVEY
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COMPOSITE TOPO.DWG
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PDF 24x36
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DAB
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DMT
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HAYNES
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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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D
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POWER POLE
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GUY POLE
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CURB INLET
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SEWER CLEANOUT
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STORM DRAIN MANHOLE
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TSPB
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WTMC
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ECPB
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IRBX
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ECVT
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IRVA
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TLPB
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IRCR
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GSRI
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WTBF
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ECTF
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ECCB
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ECBX
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TLBX
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WTVT
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GT
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TLRI
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WTMT
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WTRI
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TLMC
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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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C
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ELECTRICAL BOX
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ELECTRICAL CABINET
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TRANSFORMER
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ELECTRICAL PULLBOX
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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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TELEPHONE MISCELLANEOUS
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TELEPHONE RISER
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TELEPHONE BOX
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TELEPHONE PULLBOX
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TRAFFIC SIGNAL PULLBOX
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WATER RISER
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WATERMETER
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WATER VAULT
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BACKFLOW ASSEMBLY
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WATER MISCELLANEOUS
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(HB)
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WATER HOSE BIB
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(DF)
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DRINKING FOUNTAIN
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CENTERLINE
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SANITARY SEWER
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PROPERTY BOUNDARY
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GAS LINE
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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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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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BOTOM 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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SPOT ELEVATION
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W
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WATER LINE
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E
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UNDERGROUND ELECTRICAL
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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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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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THE COORDINATES ARE REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD1983) 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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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. NORTH AZIMUTH= ”TO NGS PID # DH4102 CAMPELLIOT_CS2004. NORTH AZIMUTH= 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 LOCALLY BY CITY OF OCEANSIDE BENCHMARK A-3, THE PUBLISHED ELEVATION BEING 154.20 US SURVEY FEET NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). THE PUBLISHED NAVD88 ELEVATION = 156.43 US SURVEY FEET WAS ESTABLISHED USING VERTCON CONVERSION PROGRAM CREATED BY NATIONAL GEODETIC SURVEY.
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BRASS DISK STAMPED COC-160-1962. POINT IS SOUTH OF THE INTERSECTION OF MISSION AVE. 250 FEET ALONG BARNES ST. THE MONUMENT LIES 100 FEET EAST OF THE CENTER OF BARNES ST, 9 FEET WEST OF A FLAG POLE AT THE COUNTY HEALTH SERVICES BUILDING ENTRANCE IN A PLANTER AT THE BACK OF THE SIDEWALK. ELEVATION= 156.43 NAVD88.
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ALL DISTANCES SHOWN HEREIN, UNLESS OTHERWISE NOTED, ARE GROUND DISTANCES. THE GROUND DISTANCES. THE . THE COMBINED GRID FACTOR AT POINT 13 IS 0.99995455 TO DETERMINE GRID DISTANCES, MULTIPLY GROUND DISTANCES BY THE COMBINED GRID FACTOR SHOWN HEREIN. IE:175,195.63 x .99995455= 175,187.67 US SURVEY FEET.
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0'
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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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E
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UNDERGROUND ELECTRICAL (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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WATER LINE (Record Plan)
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1 I.M. 3/2011 Modified linework to show Record Plan locations vs. marked out
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utility locations.
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TELCOM CIRCUIT
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T
emcgowan
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CLC Student Services, Bid #MM-19-124 Exhibit 1 - Existing Utility Composite Survey
PARKING LOT
OPEN DIRTLOT
DRIVEWAY
PARKING LOT
SBDC
ARBY'S
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B
MISSION AVENUE
CANYON DRIVE
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TLRI
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WTBF
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IRBX
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IRBX
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WTBF
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ECBX
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IRBX
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IRBX
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ECBX
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ECBX
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ECBX
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ECBX
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WTRI
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WTRI
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ECRI
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ECRI
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ECPB
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ECPB
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ECPB
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C
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FLAGPOLE
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10" ACP WATER
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10" ACP WATER
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10" CI WATER MAIN
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6"
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6" ACP WATER
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6"
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1" WATER
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6" PVC FIRE SERV.
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6" CI RD
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3" CI RD
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4" PVC RD
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4" PVC RD
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RD
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RD
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RD
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RD
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3" PVC SD
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3" PVC SD
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3" PVC SD
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CURB OUTLET
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RIM=162.94
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IE=153.49
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RIM=159.47
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IE=150.97
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-64INCH TP
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IE=153.34
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GAS END SEARCHED
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FOR NOT FOUND, POSITION
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ESTABLISHED PER MARKET
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AS-BUILT PLANS
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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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MIRA COSTA COLLEGE
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OCT 2009
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MIRA COSTA COLLEGE
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SDB053900
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3
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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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15070 AVENUE OF SCIENCE, SUITE 100
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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.NOLTE.COM
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B E Y O N D E N G I N E E R I N G
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COMMUNITY LEARNING CENTER
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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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7/12/18
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9:07:48 AM
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NONE
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SHEET 2
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N:\SDB053900_MIRA COSTA\CADD\LEARNING CENTER\SURVEY
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COMPOSITE TOPO.DWG
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PDF 24x36
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####
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####
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HAYNES
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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
OPEN DIRTLOT
ACCESS
PARKING LOT
PARKING LOT
DRIVEWAY
PARKING LOT
B
AHEALTH CENTER
104
DIXIE STREET
BARNES STREET
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STOP
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STOP
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STOP
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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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150
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155
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155
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155
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155
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160
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160
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160
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160
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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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Asph.
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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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S
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S
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S
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S
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S
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S
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WM
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WM
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GSRI
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GSRI
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GSRI
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GSMT
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GSRI
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IRBX(6)
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IRBX
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IRBX
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IRBX(4)
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WTRI(2)
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ECRI
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TLRI
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IRBX(3)
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IRBX
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ECVT
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IRBX(3)
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IRBX
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8" CI WATER MAIN
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10" ACP WATER
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10" ACP WATER
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10" ACP WATER
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6"
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6"
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6" ACP WATER
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6" PVC FIRE SERV.
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2.5" CU WATER
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2" CU W
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24" RCP STORM DRAIN
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4" CI CURB OUTLETS(6)
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2" PVC SD
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MANIFOLD
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8" SD
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8" CI RD
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4" CI RD
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6"CI RD
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4" CI RD
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4" CI RD
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4" CI RD
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6" CI RD
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4" CI RD
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RIM=159.47
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IE=150.97
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RIM=157.77
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IE=149.07
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RIM=155.82
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IE=145.82
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RIM=154.58
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IE=144.98
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RIM=153.09
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IE=143.49
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RIM=157.82
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IE=149.67
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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.
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
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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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MIRA COSTA COLLEGE
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OCT 2009
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MIRA COSTA COLLEGE
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SDB053900
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3
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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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15070 AVENUE OF SCIENCE, SUITE 100
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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.NOLTE.COM
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B E Y O N D E N G I N E E R I N G
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COMMUNITY LEARNING CENTER
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EXISTING UTILITY COMPOSITE SURVEY
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3
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1'
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40'
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7/12/18
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9:08:03 AM
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NONE
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SHEET 3
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N:\SDB053900_MIRA COSTA\CADD\LEARNING CENTER\SURVEY
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COMPOSITE TOPO.DWG
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PDF 24x36
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####
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####
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HAYNES
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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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MATCHLINE SEE SHEET 5
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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