U4_TANK_BID_PLANS_5_OF_6_-_TOPO_SURVEY.pdf

PDF 873 KB Posted

Attached to
University No. 4 Tank Replacement Project
Solicitation number
IFB No. WT-0117
Issued by
Santa Cruz County, San Francisco City, California

About this file

This document is a topographical survey plan set for the University No. 4 Tank Replacement Project located at the University of California Santa Cruz (UCSC), prepared by a surveying firm in Scotts Valley, California. The survey documents consist of two detailed sheets showing the existing site topography, proposed tank location, access roads, and surrounding terrain with precise contour lines and elevation markers. The survey includes a comprehensive legend detailing survey control points, existing features, and technical annotations.

The survey plan provides critical geographic and spatial information for the $4.4 million water infrastructure project, which involves replacing a 400,000-gallon potable water storage tank and associated site infrastructure. The detailed topographical mapping will enable precise engineering and construction planning, including site grading, tank placement, road improvements, drainage infrastructure modifications, and ensuring proper alignment with existing campus and utility systems. The survey includes detailed elevation data, existing site features, and a comprehensive view of the project area's terrain, which will be essential for contractors bidding on and executing the water tank replacement project.

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Text version

Te l 8

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F ax

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S co tts

V al le y

D riv e, S ui te

Sc ot ts

V al le y, C A

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FOUND CONC. MONUMENT W/ BRASS DISC

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FOUND CONC. MONUMENT W/ BRASS DISC

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FOUND 1/2" IRON PIPE "LS 2362"

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BH-B5

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BH-B4

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BFP

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BFP

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H2O VAULT

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UV

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UV

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VALVE BOX

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H2O BOX

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BOX

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WV

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WV

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WV

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APPROXIMATE EDGE OF TRAVEL WAY

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AutoCAD SHX Text 14"

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GATE

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ALL DISTANCES SHOWN ARE IN FEET AND DECIMALS THEREOF.

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FENCE

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STORM DRAIN LINE

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WATER LINE (USA LOCATED)

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MONUMENT FOUND AS NOTED

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BENCHMARK

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STREET SIGNAGE

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UTILITY POLE

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GUY WIRE

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WATER VALVE

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INDICATES RECORD DATA

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RECORD & CALCULATED DATA

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ASPHALT CONCRETE, AC (SHADED)

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CONCRETE

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WV

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RIGHT-OF-WAY LINE

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CONTOUR LINE

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COMMUNICATION LINE (USA LOCATED)

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ELECTRICAL LINE (USA LOCATED)

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BUILDING FOOTPRINT

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BUILDING OVERHANG, OR AWNING

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MATCH LINE

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BOLLARD

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UTILITY VALVE BOX

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UV

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SPOT ELEVATION DERIVED FROM AERIAL PHOGRAMMETRY AND/OR 3D MOBILE LIDAR DATA.

AutoCAD SHX Text 350.00'

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SPOT ELEVATION FROM CONVENTIONAL GROUND SURVEY

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BOREHOLE

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BH2

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OVERHEAD LINE

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FLOW LINE

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SURVEY CONTROL POINT

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OF

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JOB NO.

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PREPARED AT THE REQUEST OF

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SHEET

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SHEETS

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DATE

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SCALE

AutoCAD SHX Text 06/21/22

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DRAWN

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VCL

AutoCAD SHX Text University Tank 4

AutoCAD SHX Text City of Santa Cruz (Empire Grade)

AutoCAD SHX Text 1"= '

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IFLAND SURVEY

AutoCAD SHX Text Surveying - Mapping - GPS

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REVISIONS

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APPROVED

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MME

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SITE SURVEY

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AutoCAD SHX Text 0'

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GRAPHIC SCALE: 1 INCH = FEET

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AutoCAD SHX Text 120'

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SEE SHEET 2 FOR DETAIL

AutoCAD SHX Text Basis of Bearings

AutoCAD SHX Text THE BASIS OF BEARINGS FOR THIS SURVEY IS GPS OBSERVATIONS NAD83 - 2011 (CALIFORNIA STATE PLANE COORDINATES, ZONE III.) SEE SHEET 2 FOR LOCAL CONTROL & BASIS OF BEARINGS

AutoCAD SHX Text Benchmark

AutoCAD SHX Text THE ELEVATIONS SHOWN ON THIS SURVEY ARE BASED ON NAVD88 DATUM DERIVED FROM GPS OBSERVATIONS AND COMPUTED USING GEOID18.

AutoCAD SHX Text 32 M 100

AutoCAD SHX Text E m p i r e G r a d e

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(WIDTH VARIES)

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TRAVELED ROAD (EMPIRE GRADE) IS OUTSIDE OF RECORD RIGHT-OF-WAY (32 M 100)

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SINGLE PIPELINE TO EMPIRE GRADE

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DUAL PIPELINE TO EMPIRE GRADE

Te l 8

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BH-B3

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CONC. SUPPORT

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BFP

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BFP

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H2O VAULT

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UV

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TRANSFORMER

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UV

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BH-B1

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BH-B2

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(E) WATER STORAGE TANK

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LADDER SAFETY CAGE

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(E) BUILDING PUMP STATION

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VALVE BOX

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H2O BOX

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BOX

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UTIL. POLE

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PORTABLE GENERATOR

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PANEL

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STEP

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PANEL

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(E) UTILITY SHED

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(E) UTILITY SHED

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BUILDING OVERHANG

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12" CMP FL=752.49'

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EYE SAFETY STATION

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TOP 2" PVC PIPE

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WV

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THRESHOLD =751.91'

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POST

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3/4" CONDUIT

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CC@ DOOR =752.11'

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CONDUITS

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WV

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WV

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DEPTH GAUGE 0' (FULL) = 776.17'

AutoCAD SHX Text DUAL PIPELINE (TO EMPIRE GRADE) ASSUMED ALIGNMENT BETWEEN EXPOSED SHOTS (NO UNDERGROUND LOCATION SERVICE)

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12" PIPE TOP=746.86'

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3/4" PVC

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1" PVC

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AutoCAD SHX Text 14"

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1/2" PVC

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CL CREEK

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12" CMP TOP=752.23'

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APPROXIMATE EDGE OF TRAVEL WAY

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CP #1 MAG NAIL & SHINER

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"LOCAL BASIS OF BEARINGS"

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14" PIPELINE (TO EMPIRE GRADE)

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ALL DISTANCES SHOWN ARE IN FEET AND DECIMALS THEREOF.

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FENCE

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STORM DRAIN LINE

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WATER LINE (USA LOCATED)

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MONUMENT FOUND AS NOTED

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BENCHMARK

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STREET SIGNAGE

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UTILITY POLE

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GUY WIRE

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WATER VALVE

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INDICATES RECORD DATA

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RECORD & CALCULATED DATA

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ASPHALT CONCRETE, AC (SHADED)

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CONCRETE

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WV

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RIGHT-OF-WAY LINE

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CONTOUR LINE

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COMMUNICATION LINE (USA LOCATED)

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ELECTRICAL LINE (USA LOCATED)

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BUILDING FOOTPRINT

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BUILDING OVERHANG, OR AWNING

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MATCH LINE

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BOLLARD

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UTILITY VALVE BOX

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UV

AutoCAD SHX Text 350.0'

AutoCAD SHX Text

SPOT ELEVATION DERIVED FROM AERIAL PHOGRAMMETRY AND/OR 3D MOBILE LIDAR DATA.

AutoCAD SHX Text 350.00'

AutoCAD SHX Text

SPOT ELEVATION FROM CONVENTIONAL GROUND SURVEY

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BOREHOLE

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BH2

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OVERHEAD LINE

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FLOW LINE

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SURVEY CONTROL POINT

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CP #2 MAG NAIL & SHINER

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OF

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JOB NO.

AutoCAD SHX Text G22009

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PREPARED AT THE REQUEST OF

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SHEET

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SHEETS

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DATE

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SCALE

AutoCAD SHX Text 06/21/22

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DRAWN

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VCL

AutoCAD SHX Text University Tank 4

AutoCAD SHX Text City of Santa Cruz (Empire Grade)

AutoCAD SHX Text 1"= '

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IFLAND SURVEY

AutoCAD SHX Text Surveying - Mapping - GPS

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REVISIONS

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APPROVED

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MME

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SITE SURVEY

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AutoCAD SHX Text 0'

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GRAPHIC SCALE: 1 INCH = FEET

AutoCAD SHX Text 5'

AutoCAD SHX Text 10'

AutoCAD SHX Text 20'

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DETAIL AREA

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SEE SHEET 1 FOR CONTINUATION

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SEE SHEET 1 FOR CONTINUATION

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1. TREES SHOWN ARE FOR REFERENCE AND MAY NOT INCLUDE ALL TREES WITHIN THE TREES SHOWN ARE FOR REFERENCE AND MAY NOT INCLUDE ALL TREES WITHIN THE CONTOURED SURFACE AREA. 2. USA MARKINGS PROVIDED BY COAST WIDE UTILITY LOCATING IN MAY 2022. USA MARKINGS PROVIDED BY COAST WIDE UTILITY LOCATING IN MAY 2022. 3. SEE SHEET 1 FOR BENCHMARK AND BASIS OF BEARINGS. SEE SHEET 1 FOR BENCHMARK AND BASIS OF BEARINGS. 4. SITE TEMPORARY BENCHMARK = CONCRETE FLOOR ELEVATION OF MAIN BUILDING AT SITE TEMPORARY BENCHMARK = CONCRETE FLOOR ELEVATION OF MAIN BUILDING AT ENTRANCE DOORS = 751.91 AS SHOWN. 5. LOCAL CONTROL / BASIS OF BEARINGS BETWEEN CONTROL POINTS 1 AND 2 AS LOCAL CONTROL / BASIS OF BEARINGS BETWEEN CONTROL POINTS 1 AND 2 AS SHOWN HEREON = S25°07'44"E, 248.66'CP#1 = N 1,825,685.11' E 6,103,290.71' CP#2 = N 1,825,910.24' E 6,103,185.11'

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File details come from the government source that posted it. Updated .