NHANG_Apron Shoulder_Drawings_B-3_05-24-22.pdf
PDF 4 MB Posted
- Attached to
- Repair Taxiway Shoulders
- Solicitation number
- W50S8A26BA011
About this file
This document is a design submission package for a construction project at Pease Air National Guard Base in Newington, New Hampshire. The project, identified as SZCQ212251, involves constructing apron shoulder pavement and was submitted on May 24, 2022, as a Type B-3 Final Submission by Oak Point Associates (85 Middle Street, Portsmouth, New Hampshire).
The submission includes comprehensive design drawings and technical specifications covering site existing conditions and removals, site and utilities planning, grading, drainage, and erosion control measures. Key construction details address asphalt concrete pavement installation, including two-course 2-inch asphalt concrete pavement with appropriate base and subgrade preparation; pipe trenching with thermoplastic (HDPE and PVC) gravity piping; underdrain systems; catch basin inlet protection and composite filter socks; water service connections; fire hydrant and gate valve installations; bollard placement; joint restraints for polyethylene pipe; and hope-to-RCP pipe connections. The design incorporates erosion and sediment control measures including temporary seeding, sediment fencing, and catch basin inlet protection. General construction notes specify compliance with IRC, state, national, and other applicable codes; adherence to industry standards; protection of existing systems and surfaces; and proper management of construction debris and hazardous materials. The drawings identify existing conditions based on a ground survey and utility location paint marks completed in October 2021, along with record drawings showing existing utility infrastructure at the site.
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Text version
w w .o ak po in t.c o m
M id dl e S tr ee t, P or ts m ou th , N
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AS NOTED
SZCQ212251
CONSTRUCT APRON
SHOULDER PAVEMENT
05-24-22
PEASE ANGB
COVER SHEET
DAP
JLG
G-001
21906.19-G-001
Description
BID OPTIONS
Description
Item No.
Group No.
Item No.
Group No.
ABI's
OAK POINT ASSOCIATES
85 MIDDLE STREET,
PORTSMOUTH, NEW HAMPSHIRE
TEL 603-431-4849 FAX 603-431-1870
Drawing TitleDwg No.
LIST OF DRAWINGS
BASIS OF DESIGN - SIGNATURES
Approved By:
w .o ak po in t.c o m
M id dl e S tr ee t, P or ts m ou th , N
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3.
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3.
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CONSTRUCT APRON
SHOULDER PAVEMENT
05-24-22
PEASE ANGB
GENERAL NOTES,
SYMBOLS AND
MAPS
DAP
JLG
G-002
21906.19-G-002 w .o ak po in t.c o m
M id dl e S tr ee t, P or ts m ou th , N
H
3.
1.
F
3.
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CONSTRUCT APRON
SHOULDER PAVEMENT
05-24-22
PEASE ANGB
CIVIL LEGEND,
NOTES AND
ABBREVIATIONS
DAP
JLG
C-001
21906.19-C-001 w .o ak po in t.c o m
M id dl e S tr ee t, P or ts m ou th , N
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3.
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F
3.
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CONSTRUCT APRON
SHOULDER PAVEMENT
05-24-22
PEASE ANGB
SITE EXISTING
CONDITIONS
AND REMOVALS
PLAN
DAP
JLG
CX101
21906.19-CX101
w .o ak po in t.c o m
M id dl e S tr ee t, P or ts m ou th , N
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3.
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F
3.
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CONSTRUCT APRON
SHOULDER PAVEMENT
05-24-22
PEASE ANGB
SITE AND
UTILITIES PLAN
DAP
JLG
CS101
21906.19-CS101
w .o ak po in t.c o m
M id dl e S tr ee t, P or ts m ou th , N
H
3.
1.
F
3.
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CONSTRUCT APRON
SHOULDER PAVEMENT
05-24-22
PEASE ANGB
GRADING,
DRAINAGE AND
EROSION
CONTROL PLAN
DAP
JLG
CG101
21906.19-CG101
w .o ak po in t.c o m
M id dl e S tr ee t, P or ts m ou th , N
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3.
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3.
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CONSTRUCT APRON
SHOULDER PAVEMENT
05-24-22
PEASE ANGB
EROSION AND
SEDIMENT
CONTROL NOTES
AND DETAILS
DAP
JLG
C-501
21906.19-C-501 w .o ak po in t.c o m
M id dl e S tr ee t, P or ts m ou th , N
H
3.
1.
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3.
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CONSTRUCT APRON
SHOULDER PAVEMENT
05-24-22
PEASE ANGB
SITE DETAILS 1
DAP
JLG
C-502
21906.19-C-502 w .o ak po in t.c o m
M id dl e S tr ee t, P or ts m ou th , N
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3.
1.
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3.
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CONSTRUCT APRON
SHOULDER PAVEMENT
05-24-22
PEASE ANGB
SITE DETAILS 2
DAP
JLG
C-503
21906.19-C-503
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