ATT010 Lot 17 Ext Existing Utilities.pdf

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Attached to
Z2LZ--Togus VARO Parking Lot Paving
Solicitation number
36C10D26Q0161
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This is a site plan and existing conditions survey document for the VA Fisher House Infrastructure project located in Togus, Maine. The plan, prepared by Mabbett & Associates, Inc. and Gartley & Dorsky Engineering & Surveying, documents existing utility infrastructure and site features as of the 100% submittal bid documents phase.

The survey identifies existing stormwater piping, sanitary sewer piping, waterlines, steam piping, underground electric lines, and building stormwater systems throughout the campus. Key infrastructure elements include multiple catch basins and drainage structures with recorded rim elevations, a 12-inch CMP outfall at elevation 160.1 feet, and various underground utilities mapped using NAD 83 coordinates. The document incorporates data from historic utility plans provided by facility utilities, VA Project 402-CSI-589 (dated 09/10/18), and VA Project 402-14-567 for electrical system upgrades (dated 11/09/17). Utility locations were field-marked by Centerline Utility Services and verified by Mabbett. The plan includes wetland delineation completed by Gartley & Dorsky and establishes the field survey limits for the project site. The existing conditions documented serve as the baseline for proposed infrastructure modifications and stormwater management improvements at the Fisher House facility.

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LIMIT OF FIELD SURVEY

BY GARTLEY & DORSKY

ENGINEERING &

SURVEYING

LIMIT OF FIELD SURVEY

BY GARTLEY & DORSKY

ENGINEERING &

SURVEYING

LIMIT OF FIELD SURVEY

BY GARTLEY & DORSKY

ENGINEERING &

SURVEYING

163164

B247-2

NORTH GATE ROAD

PU

R

PL

E

H E

A R

T

EAST CEMETERY ROAD

WETLAND DELINEATION

BY GARTLEY & DORSKY

(SEE NOTE #4)

WETLAND DELINEATION

BY GARTLEY & DORSKY

(SEE NOTE #4)

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INV.=156.5'

RCP

OUTFALL 900

RIM=167.70'

DM902

RIM=165.98'

CB805

RIM=165.86'

CB802

INV.=160.1'

12" CMP

OUTFALL 800

RIM=167.23'

DM702

RIM=167.53'

CB712

RIM=167.68'

CB714

TBM

TOP OF OPERATING BOLT(B0NNET BOLT)

ELEV.=171.35'

(SEE NOTE #3)

RIM=165.70'

RIM=165.05'

RIM=168.91'

GENERATOR

PROPANE TANK

RIM=165.70'

RIM=165.05'

E

W

S

N

NAD 83

MEWEST ZONE

GRID NORTH

M

AGNETIC 2019

EXISTING CATCH BASIN

EXISTING STORM PIPE

EXISTING SANITARY MANHOLE

LEGEND

EXISTING CONTOUR23

EXISTING SIGNAL OR ELECTRIC MANHOLE

EXISTING MANHOLE (TYPE UNDETERMINED)

EXISTING UNDERGROUND WATER

EXISTING UNDERGROUND STEAM

EXISTING UNDERGROUND TELCOM

W

S

TC

EXISTING UNDERGROUND ELECTRICUE

EXISTING DRAIN MANHOLE

EXISTING PULL BOX

EXISTING ELECTRIC TRANSFORMER

EXISTING HYDRANT

EXISTING WATER VALVE

EXISTING WATER SHUT OFF

EXISTING LIGHT

Scientists I Engineers I Program Managers

Mabbett & Associates, Inc.

5 Alfred Circle Bedford, MA 01730-2318

T. 781-275-6050 www.mabbett.com

Mabbett

R

GNIYEVRUSENGINEERING& orskyDartleyG 59 Union Street, Unit 1, P.O. Box 1031 Camden, ME 04843-1031 Ph (207) 236-4365 Fax (207) 236-3055 Toll Free 1-888-282-4365

165 Main Street Suite 2F P.O. Box 1072 Damariscotta, Maine 04543 Ph. (207) 790-5005

100% SUBMITTAL - BID DOCUMENTS

SURVEYOR'S NOTES:

1) MOST CONTOURS AND PLANIMETRIC FEATURES SHOWN ON THIS PLAN WERE TAKEN FROM PLANS TITLED "TOPOGRAPHIC MAPPING OF THE TOGUS V.A. HOSPITAL CAMPUS FOR GARTLEY & DORSKY" DATED MAY 23, 2019. BY AERIAL SURVEY & PHOTO, INC, WHICH WERE BASED ON PHOTOGRAPHY DATED 12-18-2011. AREAS UPDATED BY GARTLEY & DORSKY FIELD SURVEY IN JUNE, 2019 ARE INDICATED ON THIS PLAN. CATCH BASINS AND MANHOLES WERE SURVEY LOCATED BY GARTLEY & DORSKY IN MAY 2019. WETLANDS

SHOWN WERE DELINEATED AND SURVEY LOCATED BY GARTLEY & DORSKY IN MAY 2019.

2) PLAN ORIENTATION IS REFERENCED TO THE MAINE COORDINATE SYSTEM OF 1983 (2011), WEST ZONE, BASED ON AN RTK GPS

SURVEY.

3) ELEVATIONS ARE REFERENCED TO NAVD 1988. FIELD SURVEY CONTOURS BY GARTLEY & DORSKY ENGINEERING & SURVEYING ARE BASED ON STATIC GPS OBSERVATIONS PERFORMED ON MAY 8, 2019 AND PROCESSED THROUGH THE NATIONAL GEODETIC SURVEY'S ONLINE POSITIONING USER SERVICE (OPUS). CONTOURS SHOWN OUTSIDE THE FIELD SURVEY AREAS ARE FROM AERIAL SURVEY &

PHOTO PLANS REFERENCED ABOVE.

4) WETLANDS WERE DELINEATED BY NATALIE MARCEAU SOILS SCIENTIST #613. WETLAND BOUNDARIES WERE LOCATED WITH A SURVEY GRADE GPS UNIT. THE STANDARDS FOR THIS WETLAND DELINEATION ARE THE TECHNICAL CRITERIA ESTABLISHED BY THE U.S.

ARMY CORPS OF ENGINEERS (ACOE) 2012 REGIONAL SUPPLEMENT (VERSION 2) OF THE 1987 US ACOE WETLAND DELINEATION

MANUAL.

5) SUBSURFACE UTILITY LOCATIONS PROVIDED BY CENTERLINE UTILITY SERVICES.

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UE

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EXISTING STORMWATER PIPING

EXISTING WATERLINE

EXISTING UNDERGROUND ELECTRIC

EXISTING SANITARY SEWER PIPING

EXISTING STEAM PIPING

EXISTING BUILDING STORMWATER PIPING

THE VA TOGUS IDENTIFIED THE FOLLOWING FEATURES AS EXISTING CONDITIONS

A. SANITARY SEWER AND STEAM PIPING TAKEN FROM HISTORIC PLANS PROVIDED BY

THE VA.

B. FISHER HOUSE UTILITIES TAKEN FROM:

i VA PROJECT 402-CSI-589, VAMC TOGUS FISHER HOUSE INFRASTRUCTURE, DATED 02/06/18.

ii FISHER HOUSE FOUNDATION, INC. PROJECT, PROPOSED FISHER HOUSE VA

MEDICAL CENTER TOGUS, ME, DATED 09/10/18.

C. NEW UNDERGROUND ELECTRIC TAKEN FROM VA PROJECT 402-14-567, ELECTRICAL

DISTRIBUTION SYSTEM UPGRADES, DATED 11/09/17.

D. SUBSURFACE UTILITY LOCATIONS MARKED BY CENTERLINE UTILITY SERVICES AND

SURVEYED BY MABBETT INCLUDING THE FOLLOWING:

i IN THE VICINITY OF STORMWATER PIPE SEGMENTS CB668 TO CB666 TO DM664.

ii IN THE VICINITY OF STORMWATER PIPE SEGMENTS CB642 TO DM644 TO CB646

TO CB648.

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GROUND CONTROL POINT:

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SPOT ELEVATION & TEXT

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INDEX CONTOUR

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INTERMEDIATE CONTOUR

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INTERMEDIATE CONTOUR, DEPRESSION

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INDEX CONTOUR, DEPRESSION

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TREE LINE AND SINGLE TREE

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SHRUB

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MARSH

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WATER

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PAVED PARKING

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WALKWAY

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TRAIL

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BRIDGE

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ROCK

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GUARDRAIL

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RETAINING WALL

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FENCE

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DECK

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BUILDING

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STAIRS

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CONCRETE PAD

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UTILITY POLE AND BOX

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SIGNS

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POST

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MISCELLANEOUS OBJECTS

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CATCH BASIN

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LIGHT POLE

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MANHOLE

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LEGEND OF PLANIMETRIC FEATURES TAKEN FROM AERIAL SURVEY AND PHOTO PLAN:

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WV

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VA FACILITIES MANAGEMENT SERVICE

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JAD

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AW / DJA

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EXISTING CONDITIONS PLAN

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THROUGHOUT CAMPUS

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SYSTEM DEFICIENCIES

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CORRECT STORMWATER

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CTY. KENNEBEC

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TOGUS ROAD CHELSEA, ME

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TOGUS CAMPUS

AutoCAD SHX Text 402-19-681

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AutoCAD SHX Text Approved: Project Director

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

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VA FORM 08-6231

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SEAL

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( IN FEET )

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GRAPHIC SCALE

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LEGEND OF FEATURES PROVIDED BY VA TOGUS:

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