91 Exhibit Y_Flood Level Diagram from 2024-07-02_2325-GSA-Houlton ME LPOE_Mechanical-Electrical Resilience_Rev 1.pdf
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- Attached to
- Construction-Manager as Constructor (CMc) for the Houlton Land Port of Entry, Houlton, ME
- Solicitation number
- 47PB0024R0049
About this file
This document is a solicitation for Construction Manager as Constructor (CMc) / Construction Manager as Risk (CMAR) services for the U.S. Customs and Border Protection (CBP) Land Port of Entry (LPOE) at Houlton, Maine. The solicitation includes requirements for Design Phase services to be awarded on a Firm-Fixed Price basis and Construction Phase services to be awarded with a Guaranteed Maximum Price (GMP). The magnitude of construction is estimated between $22,000,000 and $32,000,000, including potential Inflation Reduction Act (IRA) funding. The solicitation is not set aside for small businesses, but both small and large businesses are encouraged to participate. Key dates include a pre-proposal conference on October 10, 2024 and a pre-proposal site visit on October 17, 2024. Proposals are due by November 11, 2024. The contracting agency is the General Services Administration Public Buildings Service Region 1.
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Text version
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BUILDING
F.F. 461.59'
CBP
BUILDING
F.F. 465.43'
SECONDARY
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BORDER
STATION
F.F. 466.06'
INTERSTATE 95 NORTHBOUND
RAMP "B
INTERSTATE 95
SOUTHBOUND
FDA/GSA/APHIS
BUILDING
F.F. 461.59'
N51° 53' 18"W
143.73'
N55° 57' 11"W
244.73'
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S33° 58' 29"E
128.00'
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FLOOD ZONE A
FLOOD ZONE X
POND
BENCHMARK:
N.W. BOLT
ELEV. 466.77'
( IN FEET )
GRAPHIC SCALE
040 20 40 80 120
1 inch = 40 ft.
ENGINEERING ENVIRONMENTAL SURVEYING
WWW.HALEYWARD.COM
One Merchants Plaza, Suite 701
Bangor, Maine 04401 207.989.4824
1234567
PROJECT
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DRAWN BY DESIGNED BY CHECKED BY
PROJECT No.
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HOULTON MAINE LAND PORT OF ENTRY
HOULTON, AROOSTOOK COUNTY, MAINE
EXISTING SITE PLAN
2024.05.13 1" = 40'
JAT/BLQ --- ---
14488.001
V101
DESCRIPTION BY CHK.DATE
DRAWING ISSUE STATUS
REV.
NOT FOR CONSTRUCTION
LOCATION MAP:
NOT TO SCALE
USGS QUADRANGLE: HOULTON NORTH
MAPTECH® USGS TOPOGRAPHIC SERIESTM,
©MAPTECH®, INC. 978-933-3000
WWW.MAPTECH.COM/TOPO
SITE
PLAN REFERENCE:
1) "BOUNDARY & UTILITY SURVEY, HOULTON, MAINE, AROOSTOOK COUNTY",
PREPARED BY TITCOMB ASSOCIATES, DAVID E. TITCOMB, PLS #1275, DATED
JUNE 6, 2005 AND NOT YET RECORDED AT THE AROOSTOOK COUNTY SOUTHER
DIVISION REGISTRY OF DEEDS.
UTILITIES NOTE:
THERE MAY BE ADDITIONAL UNDERGROUND WIRES, CABLES, UTILITIES, AND/OR
STRUCTURES NOT SHOWN ON THIS PLAN. THE LOCATIONS SHOWN HEREON ARE
BASED UPON A COMBINATION OF MARKINGS SET OUT BY CENTERLINE UTILITIES INC.,
SURFACE FEATURES VISIBLE AT THE TIME OF THE SURVEY AND INFORMATION ON
PLAN REFERENCE #1. NO EXCAVATIONS WERE MADE DURING THE COURSE OF THIS
SURVEY TO VERIFY AND/OR LOCATE ANY UNDERGROUND STRUCTURES. ANY FUTURE
DEVELOPMENT OR CONSTRUCTION MUST BE AWARE OF CERTAIN UNKNOWN OR
UNDERGROUND LINES THAT MAY EXIST. THIS SURVEY IS NOT RESPONSIBLE FOR
COMPLETE RESOLUTION OF ALL BURIED OR OBSCURED UTILITY LINES.
NOTES:
1) THIS IS NOT A STANDARD BOUNDARY SURVEY. PROPERTY LINES SHOWN
HEREON ARE CONSIDERED APPROXIMATE.
2) THIS PLAN DEPICTS EXISTING CONDITIONS AS FOUND AND SURVEYED BY HALEY
WARD, INC. DURING THE MONTH OF NOVEMBER, 2023..
3) THIS SURVEY IS ORIENTED TO THE MAINE STATE PLANE COORDINATE SYSTEM,
EAST ZONE, NORTH AMERICAN DATUM OF 1983 (NAD 83).
4) ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF
1988 (NAVD 88).
MAJOR FOOT CONTOUR
MINOR FOOT CONTOUR
LEGEND:
EDGE OF PAVEMENT
BENCHMARK
MONUMENT
OVERHEAD UTILITY LINE
EDGE OF GRAVEL
PIN FOUND
SEWER MANHOLE
UTILITY POLE
CATCH BASIN
HYDRANT
APPROXIMATE PROPERTY LINE
GUY ANCHOR
UNDERGROUND ELECTRICAL LINE
UNDERGROUND COMMUNICATIONS LINE
SEWER LINE
STORM DRAIN
LIGHT POLE
ELECTRIC BOX
G R
ID
N
O R
TH
TREE OR SHRUB
PAVEMENT
CONCRETE
Based on the FEMA FIRM panel #230021 004 B dated August 19, 1991, the proposed development is within a FEMA special flood hazard area, Zone A. Zone A refers to an area that will be inundated during the 100-year storm event, but where a Base Flood Elevation (BFE) has not been established.
A technical memorandum for the hydrolic analysis for unnamed pond on smith brook dated july 1, 2024 identifies the 100-year and 500-year flood events for the area.
The 100-year100-year design flood event level is iden-tified as 456.32’456.32’
The 500-year500-year design flood event level is identified as 456.75’456.75’
The Houlton, Maine LPOE is classified as a The Houlton, Maine LPOE is classified as a critical action facility and both GSA and CBP critical action facility and both GSA and CBP standards require that critical infrastructure, standards require that critical infrastructure, mechanical and electrical system be located mechanical and electrical system be located above benchmarks based on flood eleva-above benchmarks based on flood eleva-tions; the most stringent of which is 5’ above tions; the most stringent of which is 5’ above the 100-year flood level. All three buildings, the 100-year flood level. All three buildings, the Main Port building, FDA/GSA/APHIS and the Main Port building, FDA/GSA/APHIS and CIB buildings are all above this benchmark.CIB buildings are all above this benchmark.
100 - Year Design Flood Event
500 - Year Design Flood Event
100 - Year Design Flood Event + 5’
145 Hudson St. New York, NY 10013 • 161 Calle San Jorge, San Juan, PR 00911 • marveldesigns.com3 47PB00-23-F-0129 Houlton ME LPOE • June 7, 2024
PRLIMINARY DESIGN FLOOD LEVELS: 100 YR & 500 YR
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