Ft. Drum Wells Field Final D-B RFP - Appendix A.pdf
PDF 36 MB Posted
- Solicitation number
- W912DS26RA028
About this file
This file is an appendix to a Design-Build Request for Proposals for the construction of the ERCIP Wellfield Expansion at Fort Drum, NY. The appendix serves as a supplementary document to the main RFP and contains detailed technical specifications, drawings, and requirements necessary for bidders to develop comprehensive design-build proposals for the wellfield expansion project. As an appendix rather than the primary solicitation document, it functions as a reference guide providing engineering standards, site conditions, existing infrastructure details, and other technical parameters that contractors must incorporate into their design and construction plans. The document supports the overall objective of expanding water supply capabilities at Fort Drum through the construction of additional wells and related infrastructure, with the Army Corps of Engineers Engineering District New York overseeing the solicitation under Solicitation Number W912DS26RA028. Specific response deadlines, pricing terms, evaluation criteria, and other contractual terms would be contained in the main RFP document rather than this appendix.
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Colby Company Engineering
APPENDIX A
RFP DRAWINGS
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US Army Corps of Engineers
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
New York District
06/09/2026
WELLS FIELD EXPANSION DB-RFP
FORT DRUM, NEW YORK
DRAWING INDEX
DRAWING TITLE SHEET
NUMBER
G-001 COVER SHEET 1
GA001 CONTRACTOR SITE ACCESS AND CONSTRUCTION LAYDOWN AREA PLAN 2
C-001 CIVIL NOTES, LEGEND, AND ABBREVIATIONS 3
CJ100 EXISTING CONDITIONS DRAWING LAYOUT KEY PLAN 4
CJ101 PLEASANT STREET - EXISTING CONDITIONS STA 100+00 TO 127+50 5
CJ102 PLEASANT STREET - EXISTING CONDITIONS STA 127+50 TO 155+50 6
CJ103 PLEASANT STREET - EXISTING CONDITIONS STA 155+50 TO 183+50 7
CJ104 PLEASANT STREET - EXISTING CONDITIONS STA 183+50 TO 211+50 8
CJ105 PLEASANT STREET - EXISTING CONDITIONS STA 211+50 TO 235+50 9
CJ106 PLEASANT STREET - EXISTING CONDITIONS STA 500+00 TO 525+00 10
CJ107 PLEASANT STREET - EXISTING CONDITIONS STA 525+00 TO 549+00 11
CJ108 PLEASANT STREET - EXISTING CONDITIONS STA 549+00 TO 560+47 12
CJ109 WELL #1 & #5 ACCESS ROAD - EXISTING CONDITIONS 13
CJ110 MAIN TANK TRAIL - EXISTING CONDITIONS STA 300+00 TO 321+00 14
CJ111 MAIN TANK TRAIL - EXISTING CONDITIONS STA 321+00 TO 346+00 15
CJ112 MAIN TANK TRAIL - EXISTING CONDITIONS STA 346+00 TO 372+50 16
CJ113 MAIN TANK TRAIL - EXISTING CONDITIONS STA 372+50 TO 399+00 17
CJ114 MAIN TANK TRAIL - EXISTING CONDITIONS STA 399+00 TO 414+00 18
CJ115 ELM LANE - EXISTING CONDITIONS STA 414+00 TO 438+00 19
CJ116 ELM LANE - EXISTING CONDITIONS STA 438+00 TO 457+01 20
CJ117 NON-DIRECTIONAL RADAR BEACON UTILITY - EXISTING CONDITIONS
STA 800+00 TO 824+29 21
C-100 DESIGN DRAWINGS LAYOUT KEY PLAN 22
C-101 PLEASANT STREET - STA 100+00 TO 127+50 23
C-102 PLEASANT STREET - STA 127+50 TO 155+50 24
C-103 PLEASANT STREET - STA 155+50 TO 183+50 25
C-104 PLEASANT STREET - STA 183+50 TO 211+50 26
C-105 PLEASANT STREET - STA 211+50 TO 235+50 27
C-106 PLEASANT STREET - STA 500+00 TO 524+00 28
C-107 PLEASANT STREET - STA 524+00 TO 549+00 29
C-108 PLEASANT STREET - STA 549+00 TO 560+47 30
C-109 WELL 1 AND 5 - WATER MAIN 31
C-110 MAIN TANK TRAIL - STA 300+00 TO 323+50 32
C-111 MAIN TANK TRAIL - STA 323+50 TO 349+50 33
C-112 MAIN TANK TRAIL - STA 349+50 TO 347+50 34
C-113 MAIN TANK TRAIL - STA 374+50 TO 400+00 35
C-114 MAIN TANK TRAIL - STA 400+00 TO 412+00 36
C-115 ELM LANE - STA 412+00 TO 438+00 37
C-116 ELM LANE - STA 438+00 TO 457+01 38
C-117 NON-DIRECTIONAL RADAR BEACON UTILITY - STA 800+00 TO 824+29 39
C-401 WELL #1 - BUILDING SITE 40
C-402 WELL #2 - BUILDING SITE 41
C-403 WELL #3R - BUILDING SITE 42
C-404 WELL #4R - BUILDING SITE 43
C-405 WELL #5 - BUILDING SITE 44
C-406 MAIN TANK TRAIL ENLARGED PLAN - STA 409+00 TO 414+00 45
C-501 ROADWAY AND UTILITY TYPICAL SECTIONS 46
S-001 STRUCTURAL NOTES 47
S-101 STRUCTURAL PLANS 48
S-501 STRUCTURAL DETAILS 49
A-001 GENERAL NOTES, LEGEND AND ABBREVIATIONS 50
A-002 AIR BARRIER AND ENVELOPE REQUIREMENTS 51
A-101 ARCHITECTURAL FLOOR PLAN 52
A-102 WELL HOUSES 2-5 ARCHITECTURAL PLANS 53
A-201 EXTERIOR ELEVATIONS 54
A-501 ARCHITECTURAL DETAILS 55
P-001 GENERAL NOTES, LEGEND AND ABBREVIATIONS 56
P-101 TYPICAL WELL HOUSE PLANS 57
M-001 GENERAL NOTES, LEGEND AND ABBREVIATIONS 58
M-101 TYPICAL WELL HOUSE PLANS 59
E-001 ELECTRICAL LEGEND, ABBREVIATIONS AND GENERAL NOTES 60
ES001 OVERALL ELECTRICAL SITE PLAN 61
ES101 MAIN TANK TRAIL - COMMUNICATIONS (1OF2) 62
ES102 MAIN TANK TRAIL - COMMUNICATIONS (2 OF 2) 63
ES103 MAIN TANK TRAIL - POWER 64
E-401 TYPICAL WELL HOUSE AND FIXTURE SCHEDULE 65
E-601 SINGLE LINE DIAGRAMS 66
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ABBREVIATIONSUTILITY NOTES
1. EXISTING UTILITIES SHOWN ON THE PROJECT DRAWINGS ARE LOCATED
APPROXIMATELY AND MUST BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO
CONSTRUCTION. UTILITY LOCATIONS ARE BASED ON PHYSICAL LOCATIONS AND
DRAWINGS PROVIDED BY THE GOVERNMENT. THE CONTRACTOR MUST FIELD VERIFY
ALL UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR MUST BE RESPONSIBLE
FOR THE REPAIRS OF ALL DISTURBED UTILITIES DURING CONSTRUCTION AT NO
COST TO GOVERNMENT.
2. THE CONTRACTOR MUST ARRANGE FOR TEMPORARY UTILITY CONNECTIONS THAT
MAY BE REQUIRED DURING CONSTRUCTION. INCLUDING BUT NOT LIMITED TO:
POTABLE WATER, POWER, AND SANITARY SEWER.
3. EXISTING UTILITIES TO REMAIN IN OPERATION MUST BE PROTECTED FROM DAMAGE
BY THE CONTRACTOR. ANY DAMAGE TO EXISTING UTILITIES TO REMAIN MUST BE
REPAIRED BY THE CONTRACTOR AT NO COST TO THE GOVERNMENT.
4. THE CONTRACTOR MUST VERIFY THE EXACT LOCATION OF EXISTING UTILITIES AND
TAKE CARE TO PROTECT EXISTING UTILITIES. CONTRACTOR CAUSED DAMAGE TO
EXISTING UTILITIES MUST BE REPAIRED AT NO ADDITIONAL COST TO THE
GOVERNMENT. CONTRACTOR MUST CALL DIG SAFE AT 811 AND PROVIDE LOCAL
UTILITIES NOT COVERED BY DIG SAFE, NOT LESS THAN 72 HOURS PRIOR TO ANY
EXCAVATION FOR VERIFICATION OF UNDERGROUND UTILITY LOCATIONS. SINCE DIG
SAFE MAY NOT IDENTIFY SOME UTILITIES ON GOVERNMENT PROPERTY, THE
CONTRACTOR MUST ENGAGE SERVICES OF FORT DRUM DPW AND PRIVATE UTILITY
LOCATING COMPANIES FOR ADDITIONAL ASSISTANCE WITH BELOW GRADE
LOCATING UNDERGROUND UTILITIES. REFER TO THE SPECIFICATIONS SECTION 01 11
00 FOR FURTHER INFORMATION.
5. WHERE CONTRACTOR ENCOUNTERS EXISTING ABANDONED PIPES AND CONDUIT
WITHIN THE LIMIT OF EXCAVATION FOR THE WORK OF THE PROJECT, THE
CONTRACTOR MUST IMMEDIATELY CONTACT THE CONTRACTING OFFICER.
6. CONTRACTOR MUST PROVIDE HORIZONTAL AND VERTICAL LOCATIONS OF UTILITIES
ENCOUNTERED OR ABANDONED ON RECORD DRAWINGS AT THE COMPLETION OF
WORK.
7. IF FROST PROTECTION DEPTH (6' MINIMUM) FOR UNDERGROUND WATER OR FIRE
PROTECTION LINES IS UNATTAINABLE FOR ANY REASON, COORDINATE INSULATION
REQUIREMENTS WITH THE CONTRACTING OFFICER.
8. CONTRACTOR MUST DEVELOP PROFILES FOR THE COMMUNICATIONS DUCT BANK
THAT ILLUSTRATE THE FINISHED GRADES, APEX ELEVATION OF THE DUCT BANK,
DEPTH OF MANHOLES, DUCTS AND ANY OTHER UTILITIES. THESE PROFILES MUST BE
APPROVED BY THE GOVERNMENT PRIOR TO COMMENCEMENT OF CONSTRUCTION.
1. THE CONTRACTOR MUST BE RESPONSIBLE FOR MAINTAINING TRAFFIC FLOW DURING
CONSTRUCTION, MAINTAINING EXISTING TRAFFIC CONTROL SIGNAGE AND
INFORMATIONAL SIGNS DURING PROGRESS OF THE WORK WHERE POSSIBLE.
PROVIDE ADDITIONAL SIGNAGE AS NECESSARY TO DIRECT VEHICLES AND
PEDESTRIANS AROUND CONSTRUCTION SITE.
2. ALL CONSTRUCTION MATERIALS MUST BE TRANSPORTED TO AND FROM THE SITE IN
COVERED VEHICLES.
3. THE CONTRACTOR MUST BE RESPONSIBLE FOR MAINTAINING THEIR SECURITY AT
ALL TIMES DURING CONSTRUCTION.
4. THE CONTRACTOR MUST COMPLY WITH ALL APPLICABLE OSHA AND EM 385
REGULATIONS AND SAFETY REQUIREMENTS.
5. CONTRACTOR MUST PROVIDE QUALIFIED PERSONNEL ON SITE CAPABLE OF
PROVIDING HORIZONTAL AND VERTICAL CONTROL.
6. EXCAVATED MATERIAL WILL BE REUSED ONSITE AS ALLOWED BY SPECIFICATIONS.
UNSUITABLE AND/OR UNWANTED SURPLUS MATERIAL, AS DETERMINED BY THE
CONTRACTING OFFICER, MUST BECOME THE PROPERTY OF THE CONTRACTOR AND
MUST BE DISPOSED OF OFF OWNER'S PROPERTY. UNLESS NOTED OTHERWISE,
SURPLUS NATIVE TOPSOIL AND EXCAVATED SUBSOILS THAT REMAIN AT THE END OF
CONSTRUCTION AND/OR ARE NO LONGER REQUIRED TO COMPLETE THE WORK, TO
INCLUDE SOILS AND FILLS BROUGHT ON-SITE, SHALL BECOME THE PROPERTY OF
THE CONTRACTOR, AND MUST BE COMPLETELY REMOVED AND DISPOSED OF
OFF-SITE IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE, AND LOCAL
REGULATIONS AT THE CONTRACTOR'S EXPENSE. TESTING REQUIRED TO BE
PERFORMED ON SOILS AND FILLS TO BE DISPOSED OF OFF-SITE, WHETHER
REQUIRED BY FEDERAL, STATE, AND LOCAL RULES AND REGULATIONS, OR BY THE
REQUIREMENTS OF THE RECEIVER OF THE SOILS AND FILLS, IS THE CONTRACTOR'S
RESPONSIBILITY.
7. IF FILL IS IMPORTED TO SUPPORT THE PROJECT, THE ORIGIN OF THE FILL MUST BE
REPORTED TO THE CONTRACTING OFFICER BEFORE DELIVERY. IMPORTED FILL
MUST BE CERTIFIED CLEAN WITH ZERO TOLERANCE FOR CONTAMINANTS TO
INCLUDE PFAS CONTAMINATION. METHOD 1633 MUST BE USED TO DETERMINE PFAS
LEVELS AND WILL NEED TO MEET THE PROTECTION OF GROUNDWATER GUIDANCE
VALUES ESTABLISHED BY THE NYSDEC.
1. THE CONTRACTOR MUST BE RESPONSIBLE FOR PROVIDING FIELD LAYOUT. THE
CONTRACTOR MUST TAKE TIES TO UTILITY CONNECTIONS AND PROVIDE
MARKED-UP RECORD DRAWINGS FOR PROPOSED UTILITIES SHOWING TIES TO
CONNECTIONS, BENDS, VALVES, LENGTHS OF LINES AND INVERTS.
2. THE CONTRACTING OFFICER MUST BE NOTIFIED IN WRITING OF ANY CONDITIONS
THAT VARY FROM THOSE SHOWN ON THE PLANS. THE CONTRACTOR'S WORK
MUST NOT VARY FROM THE DRAWINGS WITHOUT THE EXPRESSED APPROVAL
FROM THE ENGINEER AND CONTRACTING OFFICER.
3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE PLAN SHEETS AND
SPECIFICATIONS, AND COORDINATE WORK WITH OTHER CONTRACTS FOR THE
SITE, INCLUDING UTILITY CONNECTIONS AND INSPECTIONS DURING
CONSTRUCTION.
4. TRENCH EXCAVATION AND ANY REQUIRED SHEETING AND SHORING MUST BE
DONE IN ACCORDANCE WITH THE LATEST OSHA REGULATIONS OR EM385-1-1
(2014) WHICHEVER IS MORE STRINGENT FOR CONSTRUCTION.
5. THE CONTRACTOR MUST BE RESPONSIBLE FOR THE MAINTENANCE OF SURFACE
DRAINAGE DURING THE COURSE OF WORK.
6. EXISTING DRAINAGE UTILITY INFORMATION PROVIDED BY FORT DRUM GIS AND
ENVIRONMENTAL GROUPS.
ABAND
ACP
ADA
APPROX
CB
CHH
CMH
CMP
COMM
CONC
COND
CIPP
CSTP
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DI
DMH
DWG
DWGS
ELEC
ELEV
EMH
EQUIP
EXIST
FF
FT
GALV
HDPE
IN
LF
MAX
MH
MIN
MJ
N/A
NIC
NPW
NTS
OH
OHE
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PE
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RC, RCP
SICPP
SMH
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T.O.C.
TYP
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UGC
UGE
VCP
VIF
VS
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AT
ABANDONED
ASBESTOS CEMENT PIPE
AMERICANS WITH DISABILITIES ACT
APPROXIMATELY
CATCH BASIN
COMMUNICATIONS HANDHOLE
COMMUNICATIONS MANHOLE
CORRUGATED METAL PIPE
COMMUNICATION
CONCRETE
CONDUIT
CORRUGATED PLASTIC PIPE
COPPER SIZED TUBING PLASTIC
DIAMETER
DUCTILE IRON
DRAIN MANHOLE
DRAWING
DRAWINGS
ELECTRIC
ELEVATION
ELECTRIC MANHOLE
EQUIPMENT
EXISTING
FINISHED FLOOR
FUSED SECTIONALIZER
GALVANIZED
HIGH DENSITY POLYETHYLENE PIPE
INCHES
LINEAR FEET
MAXIMUM
MANHOLE
MINIMUM
MECHANICAL JOINT
NOT APPLICABLE
NOT IN CONTRACT
NON-POTABLE WATER
NOT TO SCALE
OVERHEAD
OVERHEAD ELECTRIC
OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION
POLYETHYLENE PIPE
POLY VINYL CHLORIDE
REINFORCED CONCRETE PIPE
SMOOTH INTERIOR CORRUGATED PLASTIC PIPE
SANITARY SEWER MANHOLE
SQUARE
TRANSFORMER
TO BE DETERMINED
TOP OF CONCRETE
TYPICAL
UNDERGROUND
UNDERGROUND COMMUNICATION
UNDERGROUND ELECTRIC
VITRIFIED CLAY PIPE
VERIFY IN FIELD
VACUUM SWITCH
WITH
CONSTRUCTION NOTES
GENERAL NOTES
C-001
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BUILDING
GRAVEL ROADWAY
PAVED ROADWAY/PARKING
ROAD CENTERLINE
PATH / TRAIL
CONTOUR
DRAINAGE WAY
CULVERT
TREE LINE
SECURITY FENCE
GUARDRAIL
WATER LINE
NON-POTABLE WATER LINE
WATER VALVE
WATER HYDRANT
WATER WELL
OVERHEAD ELECTRIC
POWER POLE
POLE RISER
OVERHEAD STRAIN WIRE
UNDERGROUND ELECTRIC
ELECTRIC STRUCTURE
UNDERGROUND COMMUNICATIONS
COMMUNICATIONS STRUCTURE
RUNWAY CLEARANCE ZONE
UNDERGROUND GAS
SEWER LINE
DRAIN LINE
WETLANDS
TEMPORARY WETLAND IMPACT
PERMANENT WETLAND IMPACT
DEMOLITION
EXISTING PROPOSED
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208Y120V
WW010
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NPW
X
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OHE OHE
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OHE OHE
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OHE OHE
OHE OHE
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G
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G
G
G
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G
G
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G
G
G
G
G
G
G
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G
G
G
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G
G
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G
G
G
G
G
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G
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G
G
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G
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G
G
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G
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G
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G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G
G
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G G
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D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
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SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
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SAN
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SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
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SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
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SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
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SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
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SAN
SAN
SAN
SAN
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SAN
SAN
SAN
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SAN
SAN
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SAN
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SAN
SAN
SAN
SAN
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SAN
SAN
SAN
SAN
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SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
CLZ
APZ
CLZ
CLZ
TAXIWAY G
TAXIWAY G
KEYHOLE
KEYHOLE
KEYHOLE
KEYHOLE
KEYHOLE
TAXIWAY G
TAXIWAY G
RUNWAY 15-33
RUNWAY 15-33
RUNWAY 15-33
RUNWAY 15-33
RUNWAY 15-33
RUNWAY 15-33
RUNWAY 15-33
RUNWAY 15-33
RUNWAY 15-33
RUNWAY 15-33
RUNWAY 15-33
RUNWAY 15-33
TAXIWAY G
TAXIWAY G
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
TAXIWAY G
TAXIWAY G
RUNWAY 03-21
RUNWAY 03-21
TAXIWAY G
TAXIWAY G
TAXIWAY G
TAXIWAY G
TAXIWAY G
TAXIWAY G
RUNWAY 15-33
RUNWAY 15-33
TAXIWAY G
TAXIWAY G
TAXIWAY G
TAXIWAY G
RUNWAY 15-33
RUNWAY 15-33
TAXIWAY D
TAXIWAY D
TAXIWAY D
TAXIWAY D
TAXIWAY D
TAXIWAY D
TAXIWAY D
TAXIWAY D
TAXIWAY J
TAXIWAY J
TAXIWAY D
TAXIWAY D
RUNWAY 03-21
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
TAXIWAY D
TAXIWAY D
RUNWAY 8-26
RUNWAY 8-26
RUNWAY 8-26
RUNWAY 8-26
RUNWAY 8-26
RUNWAY 8-26
RUNWAY 8-26
RUNWAY 8-26
RUNWAY 8-26
RUNWAY 8-26
RUNWAY 8-26
RUNWAY 8-26
RUNWAY 8-26
RUNWAY 8-26
RUNWAY 8-26
RUNWAY 8-26
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 8-26
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 8-26
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 8-26RUNWAY 03-21
RUNWAY 8-26
RUNWAY 8-26
RUNWAY 8-26
OVERRUN
OVERRUN
OVERRUN
OVERRUN
OVERRUN
OVERRUN
OVERRUN
TAXIWAY J
TAXIWAY J
RUNWAY 03-21
RUNWAY 03-21
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIW
AY A
TAXIW
AY A
TAXIW
AY A
TAXIW
AY L
TAXIW
AY L
TAXIW
AY L
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIW
AY L
TAXIWAY J
TAXIWAY J
TAXIW
AY L
OVERRUN
OVERRUN
OVERRUN
OVERRUN
OVERRUN
OVERRUN
OVERRUN
OVERRUN
OVERRUN
OVERRUN
OVERRUN
OVERRUN
RUNWAY 03-21
RUNWAY 03-21
TAXIWAY D
TAXIWAY D
TAXIWAY D
TAXIWAY D
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
TAXIWAY K
TAXIWAY K
TAXIWAY J
TAXIWAY J
TAXIWAY K
TAXIWAY K
TAXIWAY K
TAXIWAY K
TAXIWAY K
TAXIWAY K
TAXIWAY K
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY K
TAXIWAY J
TAXIWAY J
RUNWAY 03-21
TAXIWAY K
TAXIWAY J
TAXIWAY J
RUNWAY 03-21
RUNWAY 03-21
TAXIW
AY L
TAXIW
AY L
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY K
TAXIWAY K
TAXIWAY K
TAXIWAY K
TAXIWAY K
TAXIW
AY L
TAXIWAY J
TAXIWAY J
TAXIWAY J
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
TAXIW
AY L
TAXIW
AY L
TAXIW
AY L
RUNWAY 03-21
RUNWAY 15-33
RUNWAY 15-33
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
TAXIWAY G
TAXIWAY G
TAXIWAY G
TAXIWAY G
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 03-21
RUNWAY 15-33
RUNWAY 15-33
RUNWAY 15-33
RUNWAY 15-33
RUNWAY 15-33
RUNWAY 15-33
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
TAXIWAY J
RUNWAY 15-33
TAXIWAY J
TAXIWAY J
RUNWAY 15-33
TAXIWAY J
RUNWAY 15-33
TAXIWAY J
RUNWAY 15-33
91st MP Battalion LTA91st MP Battalion LTA
Pad
Pad
Pad
Pad
Pad
Pad
02028
DACA51-2-16-081
Area B
DACA51-9-08-073
Verizon
21344
WW010
W W
W W
W W
W W
005B
VT001
21510
21516
W W
004B
21436
21404
W
CV01
UG
UG
UG
UG
UG
UG
UG
UG
UG
UG
UG
OH
OH
OH
OH
G
G
G
C
B
C
B
C
B
C B
C
B
C
B
C
B
C
B
C
B
C
B
C B
C
B
C
B
C
B
C B
C
B
C B
C
B
C
B
C
B
C
B
C
B
C
B
C
B
C
B
C
B
C
B
C B
C
B
C
B
C
B
C
B
C B
C
B
C
B
C
B
C
B
C
B
C
B
C
B
C
B
C
B
C
B
C
B
C
B
C
B
C B
C
B
C
B
C
B
C
B
C
B
C
B
ABD
ABD
ABD
ABD
ABD
ABD
ABD
ABD
ABD
ABD
ABD
ABD
ABD
ABD
ABD
ABD
ABD
ABD
ABD
ABD
ABD
ABD
ABD
ABD
ABD
ABD
ABD
ABD
ABD
ABD
ABD
ABD
ABD
ABD
ABD
ABD
ABD
ABD
ABD
ABD
P S
P S
THR1 PULLBOX,
APPROX
WATER
TREATMENT
PLANT
WATER
TOWER
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INV=573.34'INV=572.83'
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RUNWAY 21
RUNWAY
NY
S
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MAIN TANK TRAIL
CJ101
CJ101
CJ102
CJ102
CJ103
CJ103
CJ104
CJ104
CJ105
CJ105
CJ106
CJ106
CJ107
CJ
CJ
CJ
CJ
CJ
CJ
CJ110 CJ110 CJ111
CJ111
CJ112
CJ112
CJ113
CJ113
CJ114 CJ114
WATER
TREATMENT
FACILITY
RUNWAY
CLEARANCE
ZONE
RUNWAY
CLEARANCE
ZONE
WOODED AREA
WOODED AREA
WOODED AREA
WOODED AREA
WOODED AREA
RUNWAY 8
BUILDING
WOODED AREA
ACCESS
ROADS (TYP)
ACCESS
ROADS (TYP)
WELL #10
WELL #9
RUNWAY
CLEARANCE
ZONE
WOODED AREA
NY ARMY
NATIONAL GUARD
CHEMICAL
TRAINING SITE
CJ107
CJ108
NDRB
CJ117
CJ100
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A
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EXISTING CONDITIONS DRAWING LAYOUT KEY PLAN
SCALE:1" = 750'
EXISTING CONDITION NOTES:
1. EXISTING CONDITIONS SHOWN ON THE PLANS WERE COMPILED FROM FIELD
SURVEY, SITE INVESTIGATIONS, AERIAL PHOTOGRAPHY, FORT DRUM GIS DATA
AND SELECT FORT DRUM ENVIRONMENTAL WETLAND DELINEATIONS
2. FIELD SURVEY PERFORMED AT SELECT WELL SITES AND CULVERT CROSSINGS
IN 2023 BY GEOD CORPORATION.
3. HORIZONTAL DATUM; NAD83 NEW YORK STATE PLANES, CENTRAL ZONE, US
FOOT.
4. FORT DRUM GIS CONTOUR DATA DATED APRIL 2023, AND GIS DATA DATED JUNE
5. FORT DRUM ENVIRONMENTAL SELECT WETLAND DELINEATIONS DATED
NOVEMBER 2023
S O
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0 750' 1,500'
Scale: 1" = 750'
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE OHE OHE
OHE
OHE
18" CMP
" C
MP
" C
MP
00 114
00 115 00 116
00 117 00 118
00 119
518 516
512 510
512 511
520 521
517 51
521522521
151250
1524521
51251
512514
524 526
526 528
524 525 526 528
0 533 53
4 53 5 536
8 54
0 542
534 53
0 54
2 544
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DE
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CJ102
OVERHEAD ELECTRIC
AND COMMUNICATIONS
OVERHEAD ELECTRIC
AND COMMUNICATIONS
CLIENT PROVIDED WETLAND
DELINEATION REQUIRED
WITHIN BOUNDARY
X X
X
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
X X
X X
X X
X
X X
X X
X X
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
G A
T E
529 528 527 526 525 523 522 521 521
0 52
9 528
526 52
520 520
520 518
516 514
520 518
518 516 514 512 510
52052252 4522520 521
522 52
PLEASANT STREET
NY
S
R
OU
TE
TREELINE
EDGE OF
GRAVEL
NY
S
R
OU
TE
MA
TC
H
LIN
E
OVERHEAD ELECTRIC
AND COMMUNICATIONS
CLIENT PROVIDED WETLAND
DELINEATION REQUIRED
WITHIN BOUNDARY
0 50' 100'
Scale: 1" = 50'-0" CJ101
P L E
A S
A N
T
S
T R
E E
T
E
X I S
T I N
G
C O
N D
I T
I O
T
O
L D
A
D S
E
H L S
R L C
O
W N
PLEASANT STREET - EXISTING CONDITIONS
STA 100+00 TO 127+50
SCALE:1" = 50'
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N M
A R
K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
N E
W
Y
O R
K
D
I S
T R
I C
T
D
E R
A
Z A
N E
W
Y
O R
K
N
Y
S C
A L
E
S H
E E
T
D R
A W
I N
G
C
O D
E
O F
G
F
E
D
C
B
A
A
Y or k S t P or tla nd , M
E
7.
3.
SHEET ID
FO
RT
D
RU
M
W
EL
LS
F
IE
LD
E
XP
AN
SI
ON
D
B-
RF
P
FO
RT
D
RU
M, N
EW
Y
OR
K
A N
S I
D
D R
A F
T
D
B R
F P
A
P R
E F
I N
A L
D
B R
F P
B
F I N
A L
D
B R
F P
C
0 50' 100'
Scale: 1" = 50'-0"
NOTES:
1. CENTERLINE ALIGNMENT AND STATIONING FOLLOWS
APPROXIMATE GRAVEL ROADWAY CENTERLINE FOR
REFERENCE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE OHE OHE
OHE
OHE
OHE
18" CMP 30" CMP
" C
MP
00 155
54754
545 546 545 544
534534 540 539
546 546
544542 540538
549548
547 548
548 548
547 54 6 544
0 53
STREAM
STREAM
SIDE TRAIL
SID
E T
RA
IL
24" CMP CULVERT
CROSSING (GIS)
TREELINE
18" CMP CULVERT
CROSSING (GIS)
EDGE OF
GRAVEL
30" CMP CULVERT
CROSSING (GIS)
PLEASANT STREET
MA
TC
H
CJ
LIN
E
CJ
MA
TC
H
LI
NE
CLIENT PROVIDED WETLAND
DELINEATION BOUNDARY
OVERHEAD ELECTRIC
AND COMMUNICATIONS
CLIENT PROVIDED WETLAND
DELINEATION REQUIRED
WITHIN BOUNDARY
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
18" CMP
545 546 546 544 543
54654
3 545
546 546
6 54
2 540
541 543
544 546 548 550 551
542 544 546 548
550 549
552 55
54754
547547
548550551550551
550549548547546
STREAM
18" CMP CULVERT
CROSSING (GIS)
TREELINE
EDGE OF
GRAVEL
PLEASANT STREET
MA
TC
H
CJ
LIN
E
CJ
MA
TC
H
LI
NE
OVERHEAD ELECTRIC
AND COMMUNICATIONS CLIENT PROVIDED WETLAND
DELINEATION REQUIRED
WITHIN BOUNDARY
0 50' 100'
Scale: 1" = 50'-0"
PLEASANT STREET - EXISTING CONDITIONS
STA 127+50 TO 155+50
SCALE:1" = 50' CJ102
P L E
A S
A N
T
S
T R
E E
T
E
X I S
T I N
G
C
O N
D I T
I O
N S
S T
A
T
O
L D
A
D S
E
H L S
R L C
O
W N
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N M
A R
K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
N E
W
Y
O R
K
D
I S
T R
I C
T
D
E R
A
Z A
N E
W
Y
O R
K
N
Y
S C
A L
E
S H
E E
T
D R
A W
I N
G
C
O D
E
O F
G
F
E
D
C
B
A
A
Y or k S t P or tla nd , M
E
7.
3.
SHEET ID
FO
RT
D
RU
M
W
EL
LS
F
IE
LD
E
XP
AN
SI
ON
D
B-
RF
P
FO
RT
D
RU
M, N
EW
Y
OR
K
A N
S I
D
D R
A F
T
D
B R
F P
A
P R
E F
I N
A L
D
B R
F P
B
F I N
A L
D
B R
F P
C
0 50' 100'
Scale: 1" = 50'-0"
NOTES:
1. CENTERLINE ALIGNMENT AND STATIONING FOLLOWS
18" CMP
36" CMP
24" CMP
SCRUB-SHRUB
WETLAND "U"
FISH CREEK (NYSDEC
CLASS C(t) STREAM)
00 171
552 551
549 54
549 550 551
553 553 552
553552
550550
548547
547 548
54554 8 54
553 553
552553551552552
STREAM
SIDE TRAIL
CULVERT CROSSING
(GIS)
CULVERT CROSSING (GIS)
TREELINE EDGE OF
GRAVEL
PLEASANT STREET
MAT
CH
L
IN
E
MA
TC
H
CJ
LIN
E
CJ
CLIENT PROVIDED WETLAND
DELINEATION BOUNDARY100' WETLAND BUFFER
100' WETLAND BUFFER
OHE
OHE OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
24" CMP
SCRUB-SHRUB
WETLAND "V"
00539
546 547
546 545
545 546
54654
546547 546546
544542540539
546 546
547 548
547549 546
544 543
543544
544 545
544 545 548547
548 549 550 550
550550550
56155
547548
00 801
00 802 00 803
00 804 00 805
00 806 00 807
00 808 00 809
00 810 00 811
00 812
STREAM
TRAIL
SI
DE
T
RA
IL
CULVERT CROSSING (GIS)TREELINE
EDGE OF
GRAVEL
PLEASANT STREET
NDRB UTILITY PATH
TREELINE
MA
TC
H
CJ
LIN
E
CJ
MA
TC
H
LI
NE
MATCH CJ102
LINE
CJ103
TREELINE
CLIENT PROVIDED WETLAND
DELINEATION BOUNDARY
CLIENT PROVIDED WETLAND
DELINEATION REQUIRED
WITHIN BOUNDARY
OVERHEAD ELECTRIC
AND COMMUNICATIONS
100' WETLAND BUFFER
PLEASANT STREET - EXISTING CONDITIONS
STA 155+50 TO 183+50
SCALE:1" = 50'
0 50' 100'
Scale: 1" = 50'-0"
CJ103
P L E
A S
A N
T
S
T R
E E
T
E
X I S
T I N
G
C
O N
D I T
I O
N S
S T
A
T
O
L D
A
D S
E
H L S
R L C
O
W N
0 50' 100'
Scale: 1" = 50'-0"
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N M
A R
K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
N E
W
Y
O R
K
D
I S
T R
I C
T
F
E D
E R
A L
P
L A
Z A
N E
W
Y
O R
K
N
Y
S C
A L E
S
H E
E T
D R
A W
I N
G
C
O D
E
O F
G
F
E
D
C
B
A
A
Y or k S t P or tla nd , M
E
7.
3.
SHEET ID
FO
RT
D
RU
M
W
EL
LS
F
IE
LD
E
XP
AN
SI
ON
D
B-
RF
P
FO
RT
D
RU
M, N
EW
Y
OR
K
A N
S I
D
D R
A F
T
D
B R
F P
A
P R
E F
I N
R
F P
B
F I N
R
F P
C
NOTES:
1. CENTERLINE ALIGNMENT AND STATIONING FOLLOWS
24" CMP
30" CMP
SCRUB-SHRUB
WETLAND "S"
SCRUB-SHRUB
WETLAND "W"
540 539
538 537
53553 6 53953
540539
542 541 540 539 539 540 540
539 539 538 537 537 538
8 53
9 54
540 539 538
7 537537
536 537
7 53
53953
4 53
3 538 54
534 536
STREAM
STREAM
SI
DE
T
RA
IL
CULVERT CROSSING (GIS)
24" CMP CULVERT
CROSSING (GIS)
TREELINE
PLEASANT STREET
EDGE OF
GRAVEL
MA
TC
H
LI
NE
MA
TC
H
CJ
LIN
E
CJ
CLIENT PROVIDED WETLAND
DELINEATION BOUNDARY
100' WETLAND BUFFER100' WETLAND BUFFER
24" CMP
SCRUB-SHRUB
WETLAND "T"
INTERMITTENT
STREAM
551 550 549 547 546 545
545544 54
54554
547548
552553
550 549 547 546
7 546
545 54
546 547
544 542
543546
SI
DE
T
RA
IL
PLEASANT STREET
24" CMP CULVERT
CROSSING (GIS)
TREELINE
EDGE OF
GRAVEL
MA
TC
H
CJ
LIN
E
CJ
MA
TC
H
LI
NECLIENT PROVIDED WETLAND
DELINEATION BOUNDARY
100' WETLAND BUFFER
0 50' 100'
Scale: 1" = 50'-0"
PLEASANT STREET - EXISTING CONDITIONS
STA 183+50 TO 211+50
SCALE:1" = 50' CJ104
P L E
A S
A N
T
S
T R
E E
T
E
X I S
T I N
G
C
O N
D I T
I O
N S
S T
A
T
O
L D
A
D S
E
H L S
R L C
O
W N
0 50' 100'
Scale: 1" = 50'-0"
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N M
A R
K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
N E
W
Y
O R
K
D
I S
T R
I C
T
D
E R
A
Z A
N E
W
Y
O R
K
N
Y
S C
A L
E
S H
E E
T
D R
A W
I N
G
C
O D
E
O F
G
F
E
D
C
B
A
A
Y or k S t P or tla nd , M
E
7.
3.
SHEET ID
FO
RT
D
RU
M
W
EL
LS
F
IE
LD
E
XP
AN
SI
ON
D
B-
RF
P
FO
RT
D
RU
M, N
EW
Y
OR
K
A N
S I
D
D R
A F
T
D
B R
F P
A
P R
E F
I N
A L
D
B R
F P
B
F I N
A L
D
B R
F P
C
NOTES:
1. CENTERLINE ALIGNMENT AND STATIONING FOLLOWS
W
U
N
K
N
O
W
N
M
W
U
N
K
N
O
W
N
23550
536537
529 530 531
532 534 536 538 538
539 539
538537
53653 453253
525525
532 534 53
536 537
527 535
538 538
EDGE OF
GRAVEL
PLEASANT STREET
ELM LANE
W
ELL 1 ACCESS ROAD
TREELINE MA
TC
H C
J1
LIN
J1
MA
TC
H
LI
NE
CLIENT PROVIDED WETLAND
DELINEATION BOUNDARY
100' WETLAND BUFFER
100' WETLAND BUFFER
36" CMP
24" CMP
SCRUB-SHRUB
WETLAND "R"
UNNAMED PERENNIAL
STREAM
SCRUB-SHRUB
WETLAND "Q"
RIVERINE UPPER
PERENNIAL WETLAND NYSDEC
CLASS C(t)
STREAM
540 539
540539
540 53
535 535 534 533
0 52
537 538 538 537 536
535 533 532 530
0 540
6 53
3 535
536 536
5 534
1 530
532 53
1 53
8 52
525525
CULVERT CROSSING (GIS)
CULVERT CROSSING (GIS)
TREELINE
EDGE OF
GRAVEL
PLEASANT STREET
MA
TC
H
CJ
LIN
E
CJ
MA
TC
H
LI
NE
CLIENT PROVIDED WETLAND
DELINEATION BOUNDARY
100' WETLAND BUFFER
100' WETLAND BUFFER
CULVERT SCHEDULED TO BE
REPLACED WITH A BOX CULVERT
THE SUMMER OF 2026,
REPLACEMENT IS NOT IN CONTRACT
0 50' 100'
Scale: 1" = 50'-0"
PLEASANT STREET - EXISTING CONDITIONS
STA 211+50 TO 235+50
SCALE:1" = 50' CJ105
P L E
A S
A N
T
S
T R
E E
T
E
X I S
T I N
G
C
O N
D I T
I O
N S
S T
A
T
O
L D
A
D S
E
H L S
S U
B M
I T
T E
D
O
W N
0 50' 100'
Scale: 1" = 50'-0"
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N M
A R
K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
N E
W
Y
O R
K
D
I S
T R
I C
T
D
E R
A
Z A
N E
W
Y
O R
K
N
Y
S C
A L
E
S H
E E
T
D R
A W
I N
G
C
O D
E
O F
G
F
E
D
C
B
A
A
Y or k S t P or tla nd , M
E
7.
3.
SHEET ID
FO
RT
D
RU
M
W
EL
LS
F
IE
LD
E
XP
AN
SI
ON
D
B-
RF
P
FO
RT
D
RU
M, N
EW
Y
OR
K
A N
S I
D
D R
A F
T
D
B R
F P
A
P R
E F
I N
A L
D
B R
F P
B
F I N
A L
D
B R
F P
C
NOTES:
1. SEE SHEET CJ109 FOR CONTINUATION OF WELL 1 ACCESS ROAD
2. SEE SHEET CJ116 FOR CONTINUATION OF ELM LANE
3. SEE SHEET CJ106 FOR CONTINUATION OF PLEASANT STREET
NOTES:
1. CENTERLINE ALIGNMENT AND STATIONING FOLLOWS
533 53
536 532 530 528 526
536537
531 532
534 535
534534
455 00
456 00
457 00457 04
60000
601 00
602 00
00000
0 0 0 0 0
CROSSING G
BOX CULVERT
CROSSING
CROSSING F
24" CMP CULVERT
INV=532.21
INV=532.55
INV=524.75 INV=525.32
SHRUB-SCRUB
WETLAND "P"
SHRUB-SCRUB
WETLAND "N"
SHRUB-SCRUB
WETLAND "O"
SOUTH BRANCH BEAVER CREEK
(NYDEC CLASS C(t) STREAM)
RIVERINE UPPER
PERENNIAL WETLAND
SCRUB-SHRUB
WETLAND "A"
W
E L L
A
C C
E S
S
R
O A
D
WELL #2
PLEASANT ST
EL
M
LA
NE
EXISTING EDGE
OF GRAVEL
GUARDRAIL
STREAM
(2) MONITORING
WELLS MA
TC
H
L
IN
E
MATCH CJ109
LINE CJ106
STATION EQUATION:
500+00 PLEASANT STREET =
457+01 WELL 1 ACCESS ROAD
CLIENT PROVIDED WETLAND
DELINEATION BOUNDARY
100' WETLAND BUFFER
100' WETLAND BUFFER
535 536 538
539 539
538 537 536535
537 539533
537537
8 539
CROSSING H
24" CMP CULVERT
INV=534.38
INV=534.38
SHRUB-SCRUB
WETLAND "L"
SHRUB-SCRUB
WETLAND "K-M"
WELL #3
(ABANDONED)
PLEASANT ST
EXISTING EDGE
OF GRAVEL
MA
TC
H L
IN
E
MA
TC
H C
J1
07CLIENT PROVIDED WETLAND
DELINEATION BOUNDARY
WETLAND "K-M" 100' BUFFER
WETLAND "L" 100' BUFFER
WETLAND "L" 100' BUFFER
WETLAND "K-M" 100' BUFFER
0 50' 100'
Scale: 1" = 50'-0"
PLEASANT STREET - EXISTING CONDITIONS
STA 500+00 TO 525+00
SCALE:1" = 50'
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N M
A R
K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
N E
W
Y
O R
K
D
I S
T R
I C
T
F
E D
E R
A L
P
L A
Z A
N E
W
Y
O R
K
N
Y
S C
A L E
S
H E
E T
D R
A W
I N
G
C
O D
E
O F
1 2 3 4 5 6 7 8 9 10
G
F
E
D
C
B
A
A
Y or k S t P or tla nd , M
E
7.
3.
SHEET ID
FO
RT
D
RU
M
W
EL
LS
F
IE
LD
E
XP
AN
SI
ON
D
B-
RF
P
FO
RT
D
RU
M, N
EW
Y
OR
K
A N
S I
D
D R
A F
T
D
B R
F P
A
P R
E F
I N
R
F P
B
F I N
R
F P
C
CJ106
P L E
A S
A N
T
S
T R
E E
T
E
X I S
T I N
G
C
O N
D I T
I O
N S
S T
A
T
O
L D
A
D S
E
H L S
R L C
O
W N
NOTES:
1. CENTERLINE ALIGNMENT AND STATIONING FOLLOWS PROPOSED
NON-POTABLE WATER MAIN CENTERLINE.
2. SEE SHEET CJ109 FOR CONTINUATION OF WELL 1 ACCESS ROAD
3. SEE SHEET CJ116 FOR CONTINUATION OF ELM LANE
4. SEE SHEET CJ105 FOR SOUTH CONTINUATION OF PLEASANT STREET
0 50' 100'
Scale: 1" = 50'-0"
542543
541 542
546 548
548 548 547
700 00
701 00
702 00
48"
30"
CROSSING I
30" CIP CULVERT
W/HEADWALL
INV=535.0±
INV=535.86
FORESTED
WETLAND "J"
SCRUB-SHRUB
WETLAND "I"
PLEASANT ST
EXISTING EDGE
OF GRAVEL
WELL #4
(ABANDONED)
CROSSING I
30" CIP CULVERT (GIS)
W/HEADWALL
INV=535.0±
30" CIP CULVERT (GIS)
INV=535.86
MA
TC
H C
J1
07 MATCH LINE
MATCH CJ109
LINE CJ107 12" CMP CULVERT (GIS)
CLIENT PROVIDED WETLAND
DELINEATION BOUNDARY
WETLAND "J" 100' BUFFER
WETLAND "I" 100' BUFFER
CLIENT PROVIDED WETLAND
DELINEATION REQUIRED
WITHIN BOUNDARY
548 547 546 545.5
545.5
546 547
548.5 548.5
548.5
548 547 546
MA
TC
H C
J1
MATCH LINE
PLEASANT ST
WELL #4R
EXISTING EDGE
OF GRAVEL
18" CORRUGATED
METAL CULVERT (GIS) 18" CORRUGATED
METAL CULVERT (GIS)
CLIENT PROVIDED WETLAND
DELINEATION REQUIRED
WITHIN BOUNDARY
0 50' 100'
Scale: 1" = 50'-0"
PLEASANT STREET - EXISTING CONDITIONS
STA 525+00 TO 549+00
SCALE:1" = 50'
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N M
A R
K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
N E
W
Y
O R
K
D
I S
T R
I C
T
F
E D
E R
A L
P
L A
Z A
N E
W
Y
O R
K
N
Y
S C
A L E
S
H E
E T
D R
A W
I N
G
C
O D
E
O F
1 2 3 4 5 6 7 8 9 10
G
F
E
D
C
B
A
A
Y or k S t P or tla nd , M
E
7.
3.
SHEET ID
FO
RT
D
RU
M
W
EL
LS
F
IE
LD
E
XP
AN
SI
ON
D
B-
RF
P
FO
RT
D
RU
M, N
EW
Y
OR
K
A N
S I
D
D R
A F
T
D
B R
F P
A
P R
E F
I N
R
F P
B
F I N
R
F P
C
CJ107
P L E
A S
A N
T
S
T R
E E
T
E
X I S
T I N
G
C
O N
D I T
I O
N S
S T
A
T
O
L D
A
D S
E
H L S
R L C
O
W N
0 50' 100'
Scale: 1" = 50'-0"
NOTES:
1. CENTERLINE ALIGNMENT AND STATIONING FOLLOWS
PROPOSED NON-POTABLE WATER MAIN CENTERLINE.
GRAVEL ROAD
00 56047
548 547 546 545 544.5 544.5 545 546
546 546 545 544 543
540539
0 0 0 0 0 0 0 0 0 0
0000000000
TROUT BROOK
MA
TC
H C
J1
PLEASANT ST
CULVERT (GIS)
GUARDRAIL
EXISTING EDGE
OF GRAVEL
WELL #3R
CLIENT PROVIDED WETLAND
DELINEATION REQUIRED
WITHIN BOUNDARY
0 50' 100'
Scale: 1" = 50'-0"
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N M
A R
K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
N E
W
Y
O R
K
D
I S
T R
I C
T
F
E D
E R
A L
P
L A
Z A
N E
W
Y
O R
K
N
Y
S C
A L E
S
H E
E T
D R
A W
I N
G
C
O D
E
O F
1 2 3 4 5 6 7 8 9 10
G
F
E
D
C
B
A
A
Y or k S t P or tla nd , M
E
7.
3.
SHEET ID
FO
RT
D
RU
M
W
EL
LS
F
IE
LD
E
XP
AN
SI
ON
D
B-
RF
P
FO
RT
D
RU
M, N
EW
Y
OR
K
A N
S I
D
D R
A F
T
D
B R
F P
A
P R
E F
I N
R
F P
B
F I N
R
F P
C
CJ108
P L E
A S
A N
T
S
T R
E E
T
E
X I S
T I N
G
C
O N
D I T
I O
N S
S T
A
T
O
L D
A
D S
E
H L S
R L C
O
W N
PLEASANT STREET - EXISTING CONDITIONS STA 549+00 TO 560+47
SCALE:1" = 50'
NOTES:
528 526
520521
524522520
0 53 1 53
528529
50000
531532
61330
60000
WETLAND FLAGGING
(SURVEY LOCATED)
SCRUB-SHRUB
WETLAND "AB-AC"
ELM LANE
WELL #1
WELL 1 ACCESS ROADPL
EA
SA
NT
S
TR
EE
T
MONITORING WELL
MATCH CJ109
LINE CJ106
STATION EQUATION:
500+00 PLEASANT STREET =
457+01 WELL 1 ACCESS ROAD
CLIENT PROVIDED WETLAND
DELINEATION BOUNDARY
CLIENT PROVIDED WETLAND
DELINEATION REQUIRED
WITHIN THIS BOUNDARY
100' WETLAND BUFFER
WETLAND EDGE
UNKNOWN
6 545 54
9 538 537
535536536 534 535 534
53100
53200
53300
53400
537 536
535534
8539540541
53854254
540542
712 59
SCRUB-SHRUB
WETLAND "AA"
FORESTED
WETLAND "Z"
FORESTED
WETLAND "Y"
SCRUB-SHRUB
WETLAND "X"
WETLAND FLAGGING
(SURVEY LOCATED)
WELL #5 ACCESS ROAD
WELL #5
MATCH CJ109
LINE CJ107
STATION EQUATION:
700+00 WELL #5 ACCESS ROAD
= 532+50 PLEASANT STREET
CLIENT PROVIDED WETLAND
DELINEATION BOUNDARY
WETLAND "Z" 100' BUFFER
WETLAND "AA" 100' BUFFER
WETLAND "X" 100' BUFFER
WETLAND "Y" 100' BUFFER
0 50' 100'
Scale: 1" = 50'-0"
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N M
A R
K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
N E
W
Y
O R
K
D
I S
T R
I C
T
F
E D
E R
A L
P
L A
Z A
N E
W
Y
O R
K
N
Y
S C
A L E
S
H E
E T
D R
A W
I N
G
C
O D
E
O F
1 2 3 4 5 6 7 8 9 10
G
F
E
D
C
B
A
A
Y or k S t P or tla nd , M
E
7.
3.
SHEET ID
FO
RT
D
RU
M
W
EL
LS
F
IE
LD
E
XP
AN
SI
ON
D
B-
RF
P
FO
RT
D
RU
M, N
EW
Y
OR
K
A N
S I
D
D R
A F
T
D
B R
F P
A
P R
E F
I N
R
F P
B
F I N
R
F P
C
CJ109
W E
L L
A
C C
E S
S
R
O A
D
E
X I S
T I N
G
C
O N
D I T
I O
N S
L D
A
D S
E
H L S
R L C
O
W N
ELM LANE
0 50' 100'
Scale: 1" = 50'-0"
WELL 1 ACCESS ROAD - EXISTING CONDITIONS
STA 600+00 TO 618+00
SCALE:1" = 50'
WELL 5 ACCESS ROAD - EXISTING CONDITIONS
STA 700+00 TO 712+59
SCALE:1" = 50'
NOTES:
1. CENTERLINE ALIGNMENT AND STATIONING FOLLOWS PROPOSED
NON-POTABLE WATER MAIN CENTERLINE.
2. SEE SHEET CJ116 FOR CONTINUATION OF ELM LANE
30000 301
662664
674676678
669 667
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COMMCOMMCOMMCOMMCOMM
COMM COMM
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C
C
C
C
C
C
X X
X X
X X
XXXXX
X
XXXX
X X
X X
X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X
E
G
M
G G G G G G
G G
G
G
G
G
G G G G
G
G G
G
G
G
G
SAN
SAN
SAN
SAN SAN SAN SAN SANSANSAN
S
W
W
W W W W W W W W W W W W W W W W W W W W
W
W
W
W
W W
W
W
W
W W
W W
W W W W W W W W
W
W W
W W
W
W W
W
W W W W
W W W W W W W W W W W
W
W
W W
W
WW
W W
W
W
W
W
NPW
NPW
NPW
W
F H
X
TM 10A1
TH 7C15
TM 10A1-1B
TM 10A2
2025 VAULT
TH 7A30-1H
CU OH
CU OH
CU OH
FCO
FCO
Meter
PW/D132
150 KVA - 3Ø
208Y120V
150 KVA - 3Ø
208Y120V
2000E01
1 " HDPE
12 " HDPE
12 " HDPE
12 " HDPE
12 " hdpe12 " hdpe
12 " HDPE
6 " HDPE
6 " HDPE
2 " HDPE
2 " H
DP
E
215G04
215G08
215G06
215G11
215G13 215G12
215G10
G
" H
DP
E
12" CM15" HDPE
UNK CULV
SUMP31
RIM 674.7
INV 659.7
4 " F
M
4 " FM 4 " FM
DI
020W42
020W88
020W41 020W116020W81
020W
020W
020W
020W89
PIV 020W
020H03
SC 020H04
020WM29
8" TBD
1" PE
14 " pe
16 " DI
DI
DI
16 " D I
16 " DI
16 " DI
16 " D I
16 " DI
14 " pe 14 " pe 14 " pe14 " pe
14 " PE14 " PE
" P
E
UG
E
UG
E
UG
E
UGE
UGE
UG
E
UGE
UGE
UG
E
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
14 " PE
14 " PE
WATER
TREATMENT
PLANT
WATER
TOWER
S
T U
M P
S
T U
M P
S
T U
M P
S
T U
M P
S
T U
M P
DI
HD
PE
12" WATER MAIN
BLDG 2025
GRASS AREA
FENCELINE
MAIN TANK TRAIL - GRAVEL ROADWAY
PAVED
EDGE OF
GRAVEL
EDGE OF
PAVEMENT
MATCH LINE
CLIENT PROVIDED WETLAND
DELINEATION BOUNDARY
WATER TOWER HEIGHT = 185 FT
OVERFLOW/FULL ELEVATION = 860.7 FT
LOW LEVEL ELEVATION = 856.7 FT
BOTTOM TOWER ELEVATION = 675.7± FT
COMM
COMM
COMM
COMM
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COMM
COMM
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COMM
COMM COMM COMM COMM COMM COMM
COMM
COMM
COMM
COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM
COMMCOMM
COMM
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COMM COMM COMM COMM COMM COMM
C
C C
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
W W
W W
W W
KEYHOLE
TM 10A1-2B TM 10A1-4B
TM 10A1-3B
TH 7C14
ESQD
12" CMP
14 " pe
14 " pe
" C
MP
U
M
P
U
M
P
U
M
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U
M
P
U
M
P
INV=657.41'
INV=658.20'
COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM
COMMUNICATIONS
DUCT BANK
FENCELINE
MAIN TANK TRAIL - GRAVEL ROADWAY
EDGE OF
GRAVEL
MATCH LINE
MATCH CJ111
LINE CJ110
BLDG 2025
CLIENT PROVIDED WETLAND
DELINEATION BOUNDARY
0 50' 100'
Scale: 1" = 50'-0"
MAIN TANK TRAIL - EXISTING CONDITIONS
STA 300+00 TO 321+00
SCALE:1" = 50'
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N M
A R
K
S I Z
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B M
I T
T E
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R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
N E
W
Y
O R
K
D
I S
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S C
A L E
S
H E
E T
D R
A W
I N
G
C
O D
E
O F
1 2 3 4 5 6 7 8 9 10
G
F
E
D
C
B
A
A
Y or k S t P or tla nd , M
E
7.
3.
SHEET ID
FO
RT
D
RU
M
W
EL
LS
F
IE
LD
E
XP
AN
SI
ON
D
B-
RF
P
FO
RT
D
RU
M, N
EW
Y
OR
K
A N
S I
D
D R
A F
T
D
B R
F P
A
P R
E F
I N
R
F P
B
F I N
R
F P
C
CJ110
M A
N
K
T
R A
I L
E
X I S
T I N
G
C
O N
D I T
I O
N S
S T
A
T
O
L D
A
D S
E
H L S
R L C
O
W N
0 50' 100'
Scale: 1" = 50'-0"
NOTES:
00 321
00 322 00 323
00 324
651 650
648647
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COMMCOMM
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C
X
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X
Antenna
TH 7C13
TM 10A1-5B
12" CMP
THR1 PULLBOX,
APPROX
12" CMP
U
M
P
U
M
P
U
M
P
INV=656.35'
INV=655.93'
INV=658.20'
1,000' RUNWAY
CLEARANCE ZONE
GRAVEL ACCESS ROAD
MAIN TANK TRAIL - GRAVEL ROADWAY
MAIN TANK TRAIL - GRAVEL ROADWAY
FENCELINE
EDGE OF
GRAVEL
MATCH LINE
MA
TC
H C
J1
CLIENT PROVIDED WETLAND
DELINEATION BOUNDARY
0 64
649 648
6 64
650650 65 0 649
8 64
640 639 640
637638
612613
625624
637638
COMM
COMM
X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X
X X
X X
X X
X X
X X
0 0
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
Antenna
UG
UG
UG
UG
UG
UG
UG
H
H
24" CMP
72" SICPP
FISH CREEK
(PERENNIAL STREAM)
RIVERINE UPPER
PERENNIAL WETLAND
RUNWAY LIGHTS
1,000' RUNWAY CLEARANCE ZONE
MAIN TANK TRAIL - GRAVEL ROADWAY
SECURITY FENCE
EDGE OF
GRAVEL
MA
TC
H L
IN
E
MA
TC
H C
J1
DITCH RIPRAP
CLIENT PROVIDED WETLAND
DELINEATION BOUNDARY
0 50' 100'
Scale: 1" = 50'-0"
MAIN TANK TRAIL - EXISTING CONDITIONS
STA 321+00 TO 346+00
SCALE:1" = 50'
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N M
A R
K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
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K E
D
B
Y
D R
A W
N
B
Y
I S
S U
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D
A T
E
US Army Corps of Engineers
U S
A
R M
Y
C
O R
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N G
I N
E E
R S
N E
W
Y
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K
D
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T R
I C
T
F
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E R
A L
P
L A
Z A
N E
W
Y
O R
K
N
Y
S C
A L E
S
H E
E T
D R
A W
I N
G
C
O D
E
O F
1 2 3 4 5 6 7 8 9 10
G
F
E
D
C
B
A
A
Y or k S t P or tla nd , M
E
7.
3.
SHEET ID
FO
RT
D
RU
M
W
EL
LS
F
IE
LD
E
XP
AN
SI
ON
D
B-
RF
P
FO
RT
D
RU
M, N
EW
Y
OR
K
A N
S I
D
D R
A F
T
D
B R
F P
A
P R
E F
I N
R
F P
B
F I N
R
F P
C
CJ111
M A
N
K
T
R A
I L
E
X I S
T I N
G
C
O N
D I T
I O
N S
S T
A
T
O
L D
A
D S
E
H L S
R L C
O
W N
0 50' 100'
Scale: 1" = 50'-0"
NOTES:
640 641 642
639637638
637638
639 641 642
645 646
645646
653 654
0 649
9 64
65064
X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X X X X X X X X X
0 0 0 0 0 0 0 0
00000
21436
72" SICPP
COMMCOMM
COMM
COMM
COMM
COMM
COMM
COMM
24" CMP
U
M
P
U
M
P
U
M
P
U
M
P
U
M
P
U
M
P
INV=645.77'
GR
AV
EL
A
CC
ES
S
RO
AD
GR
AV
EL
A
CC
ES
S
RO
AD
MAIN TANK TRAIL - GRAVEL ROADWAY
SECURITY FENCE
EDGE OF GRAVEL
MA
TC
H C
J1
MA
TC
H L
IN
E
DITCH RIPRAP
BLDG 21436CLIENT PROVIDED WETLAND
DELINEATION BOUNDARY
0 651
5 65
4 65
COMM
COMM
COMM
COMM
COMM
COMM
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
TFOCA GDT 3
TFOCA GDT 4
Pad
Pad
75 KVA - 3Ø
208Y120V
" R
CP
18" RCP
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMMCOMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
R
I
P
R
E
A
24" CMP
INV=651.69'
INV=651.82'
W/RIPRAP
INV=649.37'
INV=645.77'
INV=652.52'
W/RIPRAP
GRAVEL ROADWAY
SECURITY FENCE
SECURITY FENCE
EDGE OF
GRAVEL
MAIN TANK TRAIL -
MA
TC
H L
IN
E
MATCH CJ113
LINE CJ112
CULVERT
CROSSING (GIS)
CLIENT PROVIDED WETLAND
DELINEATION BOUNDARY
0 50' 100'
Scale: 1" = 50'-0"
MAIN TANK TRAIL - EXISTING CONDITIONS
STA 346+00 TO 372+50
SCALE:1" = 50'
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N M
A R
K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
N E
W
Y
O R
K
D
I S
T R
I C
T
F
E D
E R
A L
P
L A
Z A
N E
W
Y
O R
K
N
Y
S C
A L E
S
H E
E T
D R
A W
I N
G
C
O D
E
O F
1 2 3 4 5 6 7 8 9 10
G
F
E
D
C
B
A
A
Y or k S t P or tla nd , M
E
7.
3.
SHEET ID
FO
RT
D
RU
M
W
EL
LS
F
IE
LD
E
XP
AN
SI
ON
D
B-
RF
P
FO
RT
D
RU
M, N
EW
Y
OR
K
A N
S I
D
D R
A F
T
D
B R
F P
A
P R
E F
I N
R
F P
B
F I N
R
F P
C
CJ112
M A
N
K
T
R A
I L
E
X I S
T I N
G
C
O N
D I T
I O
N S
S T
A
T
O
L D
A
D S
E
H L S
R L C
O
W N
0 50' 100'
Scale: 1" = 50'-0"
NOTES:
00 381
00 382 00 383
4 65
646 649
COMM
COMM
COMM
COMM
COMM
COMM
COMM
C
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X X X X X X
X
X
X X X X X
X
X
X
X
X
X
X
X
X
X
X
TH R1
Pad
12 " CMP
" R
C
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMMCOMMCOMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
0 0 0 0 0 0 0
0000000
AIRFIELD CREEK
(PERENNIAL STREAM)
RIVERINE UPPER
PERENNIAL WETLAND
TRAIL
MAIN TANK TRAIL
SECURITY FENCE
TRAIL
COMMS
MANHOLE THR1
EDGE OF GRAVEL
AIRFIELD CREEK
MATCH CJ113
LINE CJ112
MATCH LINE
GUARDRAIL
GRAVEL ROADWAY
CULVERT CROSSING (GIS)
CLIENT PROVIDED WETLAND
DELINEATION BOUNDARY
00 390
649 646
650 648 645 646
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM COMM COMM COMM COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
X X
X
X
X
X
X
X
X
X
X X
X X
X X X X X X X X X
X X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
E
E
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
NPW
NPW
NPW
NPW
NPW
NPW
Back-Up
Generator 2038
VSFT36A
SEC TERM
SEC TERM
75 KVA - 3Ø
208Y120V
25 KVA - 1Ø
120240V
2000MH16
24" RC
020W6 020W352
020W34
ABD
ABD
ABD
UGE
UG
E
UGE
UGE
UGE
UGE
UGE
UGE
MAIN TANK TRAIL - GRAVEL ROADWAY
1,000' RUNWAY CLEARANCE ZONE
GRAVEL ACCESS
SECURITY FENCE
EDGE OF
GRAVEL
MA
TC
H L
IN
E
MATCH CJ114
LINE CJ113
1,000' RUNWAY CLEARANCE ZONE
CULVERT
CROSSING (GIS)
CLIENT PROVIDED WETLAND
DELINEATION BOUNDARY
0 50' 100'
Scale: 1" = 50'-0"
MAIN TANK TRAIL - EXISTING CONDITIONS
STA 372+50 TO 399+00
SCALE:1" = 50'
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N M
A R
K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
N E
W
Y
O R
K
D
I S
T R
I C
T
F
E D
E R
A L
P
L A
Z A
N E
W
Y
O R
K
N
Y
S C
A L E
S
H E
E T
D R
A W
I N
G
C
O D
E
O F
1 2 3 4 5 6 7 8 9 10
G
F
E
D
C
B
A
A
Y or k S t P or tla nd , M
E
7.
3.
SHEET ID
FO
RT
D
RU
M
W
EL
LS
F
IE
LD
E
XP
AN
SI
ON
D
B-
RF
P
FO
RT
D
RU
M, N
EW
Y
OR
K
A N
S I
D
D R
A F
T
D
B R
F P
A
P R
E F
I N
R
F P
B
F I N
R
F P
C
CJ113
M A
N
K
T
R A
I L
E
X I S
T I N
G
C
O N
D I T
I O
A
T
O
L D
A
D S
E
H L S
R L C
O
W N
0 50' 100'
Scale: 1" = 50'-0"
NOTES:
644 642
642 640 638 636
632 630
628 626 622 619
632 630
628 626
616 614 612
COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM
X X X X X X X X X X X X X X X X X X
X X X X X X X X X X
E
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