Ft Drum Pre-Award Re-Phasing Drawings_041726.pdf
PDF 31 MB Posted
- Solicitation number
- W912DS25RA003
About this file
This file is a pre-award re-phasing drawing index and general construction notes for the Wheeler-Sack Army Airfield (WSAAF) Runway 03-21 Airfield Lighting Repair Project at Fort Drum, New York. The drawings document a comprehensive phased construction project with an overall contract duration of 760 days, divided into Phase 1 (preconstruction and initial construction) and Phase 2 (runway reconstruction and lighting cutover, constrained to April 1, 2027 through June 30, 2028). The project encompasses 432 design sheets covering civil, structural, electrical, and telecommunications work, including detailed plans for contractor staging and access, construction safety and phasing, soil erosion and sediment control, civil demolition, grading, paving, airfield lighting vault construction, electrical distribution, ALCMS (Airport Lighting Control and Monitoring System) architecture, and junction can plaza layouts.
Key construction requirements include full-depth removal and replacement of Runway 03-21 pavement with Portland cement concrete including subgrade, subbase, and base course; removal and replacement of runway shoulders; installation of new runway edge, threshold, and end lights with associated conduit and cabling; construction of a 3,200-square-foot airfield lighting vault building with structural, mechanical, plumbing, electrical, lighting, communications, fire detection, and building management systems; installation of electrical ductbank with junction can plaza system and airfield lighting cable; medium-voltage distribution infrastructure; emergency generator and switchgear equipment; and removal of existing contaminated soils in designated PFAS (polyfluoroalkyl substances) areas per the Fort Drum Management Policy. The project requires coordination with active airfield operations, mandatory Project Labor Agreement compliance per Executive Order 14063, continuous maintenance of airfield lighting during all phases, weekly coordination meetings, comprehensive dust and debris control, and a trained environmental manager on-site during work in PFAS-contaminated areas.
View the file
Other files
Show all 49
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
INDEX
DESIGN SHEET NO. DESCRIPTION
1 GI001 COVER SHEET
2 GI002 DRAWING INDEX
3 GI003 DRAWING INDEX
4 GI004 DRAWING INDEX
5 GI005 NOTES, ABBREVIATIONS, AND LEGEND
6 GI006 GENERAL CONSTRUCTION NOTES
7 GI101 CONTRACTOR STAGING AND ACCESS PLAN
8 GI102 SURVEY CONTROL PLAN
9 GI103 HEIGHT RESTRICTION PLAN
GI104 PFAS HANDLING AND DISPOSAL PLAN
10 GC001 WORK RESTRICTION NOTES AND LEGEND
11 GC100 OVERALL PHASING PLAN
12 GC101 OVERALL PHASE 1 PLAN
13 GC102 CONSTRUCTION SAFETY AND PHASING PLAN
- PHASE 1
14 GC103 CONSTRUCTION SAFETY AND PHASING PLAN
- PHASE 1
15 GC104 CONSTRUCTION SAFETY AND PHASING PLAN
- PHASE 1
16 GC105 CONSTRUCTION SAFETY AND PHASING PLAN
- PHASE 1
17 GC106 CONSTRUCTION SAFETY AND PHASING PLAN
- PHASE 1
18 GC107 CONSTRUCTION SAFETY AND PHASING PLAN
- PHASE 1
19 GC108 CONSTRUCTION SAFETY AND PHASING PLAN
- PHASE 1
20 GC109 OVERALL PHASE 2 PLAN
21 GC110 CONSTRUCTION SAFETY AND PHASING PLAN
- PHASE 2
22 GC111 CONSTRUCTION SAFETY AND PHASING PLAN
- PHASE 2
23 GC112 CONSTRUCTION SAFETY AND PHASING PLAN
- PHASE 2
24 GC113 CONSTRUCTION SAFETY AND PHASING PLAN
- PHASE 2
25 GC114 CONSTRUCTION SAFETY AND PHASING PLAN
- PHASE 2
26 GC115 CONSTRUCTION SAFETY AND PHASING PLAN
- PHASE 2
27 GC116 CONSTRUCTION SAFETY AND PHASING PLAN
- PHASE 2
28 GC117 CONSTRUCTION SAFETY AND PHASING PLAN
- PHASE 2
29 GC118 PHASE 2 AIRFIELD LIGHTING CUTOVER PLAN
30 GC501 CONSTRUCTION CONTROL DETAILS
31 GC502 AIRFIELD LIGHTING PHASING DETAILS
32 FL001 LIFE SAFETY CODE SUMMARY
33 FL002 LIFE SAFETY SITE PLAN
34 FL101 FIRST FLOOR - LIFE SAFETY PLAN
35 C-001 AIRFIELD CIVIL KEYPLAN
INDEX
DESIGN SHEET NO. DESCRIPTION
36 C-301 TYPICAL REMOVAL SECTIONS
37 C-302 TYPICAL REMOVAL SECTIONS
38 C-303 TYPICAL SECTION GENERAL NOTES
39 C-304 TYPICAL SECTIONS
40 C-305 TYPICAL SECTIONS
41 C-306 TYPICAL SECTIONS
42 C-307 TYPICAL SECTIONS
43 C-308 TYPICAL SECTIONS
44 C-309 TYPICAL SECTIONS
45 C-310 TYPICAL SECTIONS
46 CD001 CIVIL DEMOLITION NOTES
47 CD101 CIVIL DEMOLITION PLAN
48 CD102 CIVIL DEMOLITION PLAN
49 CD103 CIVIL DEMOLITION PLAN
50 CD104 CIVIL DEMOLITION PLAN
51 CD105 CIVIL DEMOLITION PLAN
52 CD106 CIVIL DEMOLITION PLAN
53 CD107 CIVIL DEMOLITION PLAN
54 CD108 CIVIL DEMOLITION PLAN
55 CD109 CIVIL DEMOLITION PLAN
56 CD110 CIVIL DEMOLITION PLAN
57 CD111 CIVIL DEMOLITION PLAN
58 CD112 CIVIL DEMOLITION PLAN
59 CD113 CIVIL DEMOLITION PLAN
60 CD114 CIVIL DEMOLITION PLAN
61 CD115 CIVIL DEMOLITION PLAN
62 CD501 CIVIL DEMOLITION DETAILS
63 CE001 SOIL EROSION AND SEDIMENT CONTROL
KEYPLAN
64 CE101 SOIL EROSION AND SEDIMENT CONTROL
PLAN
65 CE102 SOIL EROSION AND SEDIMENT CONTROL
PLAN
66 CE103 SOIL EROSION AND SEDIMENT CONTROL
PLAN
67 CE104 SOIL EROSION AND SEDIMENT CONTROL
PLAN
68 CE105 SOIL EROSION AND SEDIMENT CONTROL
PLAN
69 CE106 SOIL EROSION AND SEDIMENT CONTROL
PLAN
70 CE107 SOIL EROSION AND SEDIMENT CONTROL
PLAN
71 CE108 SOIL EROSION AND SEDIMENT CONTROL
PLAN
INDEX
DESIGN SHEET NO. DESCRIPTION
72 CE109 SOIL EROSION AND SEDIMENT CONTROL
PLAN
73 CE110 SOIL EROSION AND SEDIMENT CONTROL
PLAN
74 CE111 SOIL EROSION AND SEDIMENT CONTROL
PLAN
75 CE112 SOIL EROSION AND SEDIMENT CONTROL
PLAN
76 CE113 SOIL EROSION AND SEDIMENT CONTROL
PLAN
77 CE114 SOIL EROSION AND SEDIMENT CONTROL
PLAN
78 CE115 SOIL EROSION AND SEDIMENT CONTROL
PLAN
79 CE116 SOIL EROSION AND SEDIMENT CONTROL
PLAN
80 CE117 SOIL EROSION AND SEDIMENT CONTROL
PLAN
81 CE118 SOIL EROSION AND SEDIMENT CONTROL
PLAN
82 CE121 AIRFIELD LIGHTING VAULT AREA SOIL
EROSION AND SEDIMENT CONTROL PLAN
83 CE501 SOIL EROSION AND SEDIMENT CONTROL
DETAILS
84 CS101 GEOMETRY PLAN
85 CS102 GEOMETRY PLAN
86 CS103 GEOMETRY PLAN
87 CS104 GEOMETRY PLAN
88 CS105 GEOMETRY PLAN
89 CS106 GEOMETRY PLAN
90 CS107 GEOMETRY PLAN
91 CS108 GEOMETRY PLAN
92 CS109 GEOMETRY PLAN
93 CS110 GEOMETRY PLAN
94 CS111 GEOMETRY PLAN
95 CS112 GEOMETRY PLAN
96 CS113 GEOMETRY PLAN
97 CS114 GEOMETRY PLAN
98 CS115 GEOMETRY PLAN
99 CS121 AIRFIELD LIGHTING VAULT SITE PLAN
100 CS122 AIRFIELD LIGHTING VAULT SITE PLAN
101 CS501 CIVIL SITE DETAILS
102 CG101 GRADING PLAN
103 CG102 GRADING PLAN
104 CG103 GRADING PLAN
105 CG104 GRADING PLAN
106 CG105 GRADING PLAN
107 CG106 GRADING PLAN
INDEX
DESIGN SHEET NO. DESCRIPTION
108 CG107 GRADING PLAN
109 CG108 GRADING PLAN
110 CG109 GRADING PLAN
111 CG110 GRADING PLAN
112 CG111 GRADING PLAN
113 CG112 GRADING PLAN
114 CG113 GRADING PLAN
115 CG114 GRADING PLAN
116 CG115 GRADING PLAN
117 CG116 GRADING PLAN
118 CG121 AIRFIELD LIGHTING VAULT SITE GRADING
PLAN
119 CG201 RUNWAY 03-21 PCC RECONSTRUCTION
PROFILE
120 CG202 LIGHTING VAULT ACCESS DRIVEWAY
PROFILE
121 CG301 RUNWAY 03-21 PCC RECONSTRUCTION
CROSS SECTIONS
122 CG302 RUNWAY 03-21 PCC RECONSTRUCTION
CROSS SECTIONS
123 CG303 RUNWAY 03-21 PCC RECONSTRUCTION
CROSS SECTIONS
124 CG304 RUNWAY 03-21 PCC RECONSTRUCTION
CROSS SECTIONS
125 CG305 RUNWAY 03-21 PCC RECONSTRUCTION
CROSS SECTIONS
126 CG306 RUNWAY 03-21 PCC RECONSTRUCTION
CROSS SECTIONS
127 CG307 RUNWAY 03-21 PCC RECONSTRUCTION
CROSS SECTIONS
128 CG308 RUNWAY 03-21 PCC RECONSTRUCTION
CROSS SECTIONS
129 CG309 RUNWAY 03-21 PCC RECONSTRUCTION
CROSS SECTIONS
130 CG310 RUNWAY 03-21 PCC RECONSTRUCTION
CROSS SECTIONS
131 CP101 PAVING AND JOINT ELEVATION PLAN
132 CP102 PAVING AND JOINT ELEVATION PLAN
133 CP103 PAVING AND JOINT ELEVATION PLAN
134 CP104 PAVING AND JOINT ELEVATION PLAN
135 CP105 PAVING AND JOINT ELEVATION PLAN
136 CP106 PAVING AND JOINT ELEVATION PLAN
137 CP107 PAVING AND JOINT ELEVATION PLAN
138 CP108 PAVING AND JOINT ELEVATION PLAN
139 CP109 PAVING AND JOINT ELEVATION PLAN
140 CP110 PAVING AND JOINT ELEVATION PLAN
141 CP111 PAVING AND JOINT ELEVATION PLAN
142 CP112 PAVING AND JOINT ELEVATION PLAN
143 CP113 PAVING AND JOINT ELEVATION PLAN
INDEX
DESIGN SHEET NO. DESCRIPTION
144 CP114 PAVING AND JOINT ELEVATION PLAN
145 CP115 PAVING AND JOINT ELEVATION PLAN
146 CP116 PAVING AND JOINT ELEVATION PLAN
147 CP117 PAVING AND JOINT ELEVATION PLAN
148 CP118 PAVING AND JOINT ELEVATION PLAN
149 CP119 PAVING AND JOINT ELEVATION PLAN
150 CP120 PAVING AND JOINT ELEVATION PLAN
151 CP121 PAVING AND JOINT ELEVATION PLAN
152 CP122 PAVING AND JOINT ELEVATION PLAN
153 CP123 PAVING AND JOINT ELEVATION PLAN
154 CP124 PAVING AND JOINT ELEVATION PLAN
155 CP125 PAVING AND JOINT ELEVATION PLAN
156 CP126 PAVING AND JOINT ELEVATION PLAN
157 CP127 PAVING AND JOINT ELEVATION PLAN
158 CP128 PAVING AND JOINT ELEVATION PLAN
159 CP129 PAVING AND JOINT ELEVATION PLAN
160 CP130 PAVING AND JOINT ELEVATION PLAN
161 CP131 PAVING AND JOINT ELEVATION PLAN
162 CP132 PAVING AND JOINT ELEVATION PLAN
163 CP133 PAVING AND JOINT ELEVATION PLAN
164 CP134 PAVING AND JOINT ELEVATION PLAN
165 CP135 PAVING AND JOINT ELEVATION PLAN
166 CP136 PAVING AND JOINT ELEVATION PLAN
167 CP137 PAVING AND JOINT ELEVATION PLAN
168 CP138 AIRFIELD LIGHTING VAULT PAVING PLAN
169 CP501 PAVING DETAILS
170 CP502 PAVING DETAILS
171 CP503 PAVING DETAILS
172 CT101 MARKING PLAN
173 CT102 MARKING PLAN
174 CT103 MARKING PLAN
175 CT104 MARKING PLAN
176 CT105 MARKING PLAN
177 CT106 MARKING PLAN
178 CT107 MARKING PLAN
179 CT108 MARKING PLAN
H . B
AR
N
H
AR
T
T.
M
O R
R
IS
C . T
W
IG
G
E.
J
AR
G
ER
D
R
AW
IN
G
IN
D
EX
GI002
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
CUI
CUI
C :\T
EM
P\
PW
_W
O R
K\
ES
T-
LS
\D M
S5
\D
1G
I0
-G I0
.D
W G
1:
:3
PM
/1 7/
M O
R R
IS
T3
N
EW
Y O
R K
D
IS
TR
IC
T N
EW
Y
O R
K, N
Y
-25 A
PR
. 2
AN
SI
D
W H
EE
LE
R -S
AC
K
AR
M
Y
AI
R
FI
EL
D
, F O
R T
D R
U M
, N Y
R U
N W
AY
3-
A
IR
FI
EL
D L
IG
H
TI
N
G R
EP
AI
R P
R O
JE
C
T W
2-
D S-
-D
W
2D S2
3F
R
TA
S U
BM
IS
SI
O
N
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
PR
E-
AW
AR
D
R E-
PH
AS
IN
G
AP
R
INDEX
DESIGN SHEET NO. DESCRIPTION
360 EA702 AIRFIELD CIRCUITING 5KV HOMERUN PLANS
361 EA703 AIRFIELD CIRCUITING 5KV HOMERUN PLANS
362 EA704 AIRFIELD CIRCUITING 5KV HOMERUN PLANS
363 EA705 AIRFIELD CIRCUITING 5KV HOMERUN PLANS
364 EA706 AIRFIELD CIRCUITING 5KV HOMERUN PLANS
365 EA707 AIRFIELD CIRCUITING 5KV HOMERUN PLANS
366 EA708 AIRFIELD CIRCUITING 5KV HOMERUN PLANS
367 EA709 AIRFIELD CIRCUITING 5KV HOMERUN PLANS
368 EA710 AIRFIELD CIRCUITING 5KV HOMERUN PLANS
369 EA711 AIRFIELD CIRCUITING 5KV HOMERUN PLANS
370 EA712 AIRFIELD CIRCUITING 5KV HOMERUN PLANS
371 EA713 AIRFIELD CIRCUITING 5KV HOMERUN PLANS
372 EA714 AIRFIELD CIRCUITING 5KV HOMERUN PLANS
373 EA715 AIRFIELD CIRCUITING 5KV HOMERUN PLANS
374 EA716 AIRFIELD CIRCUITING 5KV HOMERUN PLANS
375 EA717 AIRFIELD CIRCUITING 5KV HOMERUN PLANS
376 EA718 AIRFIELD CIRCUITING 5KV HOMERUN PLANS
377 EA719 AIRFIELD CIRCUITING 5KV HOMERUN PLANS
378 EA720 AIRFIELD CIRCUITING 5KV HOMERUN PLANS
379 EA721 AIRFIELD CIRCUITING 5KV HOMERUN PLANS
380 EA722 AIRFIELD CIRCUITING 5KV HOMERUN PLANS
381 EA723 AIRFIELD CIRCUITING 5KV HOMERUN PLANS
382 EA724 AIRFIELD CIRCUITING MALSR 2.4KV AND
CONTROL
383 EA801 ALCMS ARCHITECTURE DIAGRAM
384 EA802 ALCMS SCHEDULE AND WIRING DIAGRAM
385 EA803 ALCMS ATCT WIRING DIAGRAM
386 EA804 ALCMS BEACON CONTROL DETAILS
387 EA805 ATCT RISER DIAGRAM
388 EA806 VAULT MISCELLANEOUS DETAILS
389 EA901 JUNCTION CAN PLAZA LAYOUT DIAGRAMS
390 EA902 JUNCTION CAN PLAZA LAYOUT DIAGRAMS
391 EA903 JUNCTION CAN PLAZA LAYOUT DIAGRAMS
392 EA904 JUNCTION CAN PLAZA LAYOUT DIAGRAMS
393 EA905 JUNCTION CAN PLAZA LAYOUT DIAGRAMS
394 EA906 JUNCTION CAN PLAZA LAYOUT DIAGRAMS
395 EA907 JUNCTION CAN PLAZA LAYOUT DIAGRAMS
INDEX
DESIGN SHEET NO. DESCRIPTION
396 EA908 JUNCTION CAN PLAZA LAYOUT DIAGRAMS
397 EA909 JUNCTION CAN PLAZA LAYOUT DIAGRAMS
398 EA910 JUNCTION CAN PLAZA LAYOUT DIAGRAMS
399 EA911 AIRFIELD LIGHTING HANDHOLE LAYOUT
DIAGRAMS
400 ES101
AIRFIELD LIGHTING VAULT EXTERIOR
ELECTRICAL AND TELECOMMUNICATIONS
DISTRIBUTION PLAN
401 ES102
AIRFIELD LIGHTING VAULT EXTERIOR
ELECTRICAL AND TELECOMMUNICATIONS
DISTRIBUTION PLAN
402 ES103
AIRFIELD LIGHTING VAULT EXTERIOR
ELECTRICAL AND TELECOMMUNICATIONS
DISTRIBUTION PLAN
403 ES104
AIRFIELD LIGHTING VAULT EXTERIOR
ELECTRICAL AND TELECOMMUNICATIONS
DISTRIBUTION PLAN
404 ES105
AIRFIELD LIGHTING VAULT EXTERIOR
ELECTRICAL AND TELECOMMUNICATIONS
DISTRIBUTION PLAN
405 ES501 ELECTRICAL AND TELECOMMUNICATIONS
MANHOLE DETAILS
406 ES502 ELECTRICAL HANDHOLE DETAIL
407 ES503 TELECOMMUNICATIONS HANDHOLE DETAIL
408 ES504 PAD-MOUNTED TRANSFORMER AND SWITCH
DETAILS
409 ES505 ELECTRICAL SITE DUCTBANK DETAILS
410 ES506 MOUNTAIN RAMP ELECTRICAL DETAILS
411 ES507 MOUNTAIN RAMP ELECTRICAL DETAILS
412 ES508 FIBER TERMINATION DETAILS
413 ES509 FIBER TERMINATION WIRING DIAGRAM
414 ES601 ELECTRICAL SITE PARTIAL SINGLE LINE
DIAGRAM
415 ES602 ELECTRICAL SITE CIRCUIT AND CABLE
SCHEDULE
416 ES603
ELECTRICAL SITE MANHOLES, POWER
HANDHOLES, AND COMMUNICATION
HANDHOLES
417 ES604
MOUNTAIN RAMP APRON LIGHTING PARTIAL
SINGLE LINE DIAGRAM AND PANEL
SCHEDULE
418 ES605 MOUNTAIN RAMP HIGH MAST LIGHTING
CONTROL WIRING DIAGRAM
419 ES701 UTILITY STRUCTURE FOLDOUT DIAGRAMS
420 ES702 UTILITY STRUCTURE FOLDOUT DIAGRAMS
421 ES703 UTILITY STRUCTURE FOLDOUT DIAGRAMS
422 ES704 UTILITY STRUCTURE FOLDOUT DIAGRAMS
423 ES705 UTILITY STRUCTURE FOLDOUT DIAGRAMS
424 ES706 UTILITY STRUCTURE FOLDOUT DIAGRAMS
425 ES707 UTILITY STRUCTURE FOLDOUT DIAGRAMS
426 ES708 UTILITY STRUCTURE FOLDOUT DIAGRAMS
427 T-001 TELECOM LEGEND
428 T-101 TELECOMMUNICATIONS FIRST FLOOR PLAN
429 T-102 TELECOMMUNICATIONS TOWER PLAN
430 T-501 TELECOM DETAILS
431 T-601 TELECOM RISER DIAGRAMS
INDEX
DESIGN SHEET NO. DESCRIPTION
432 T-602 TELECOM OSP SINGLE LINE DIAGRAM
H . B
AR
N
H
AR
T
T.
M
O R
R
IS
C . T
W
IG
G
E.
J
AR
G
ER
D
R
AW
IN
G
IN
D
EX
GI004
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
CUI
CUI
C :\T
EM
P\
PW
_W
O R
K\
ES
T-
LS
\D M
S5
\D
1G
I0
-G I0
.D
W G
1:
:5
PM
/1 7/
M O
R R
IS
T3
N
EW
Y O
R K
D
IS
TR
IC
T N
EW
Y
O R
K, N
Y
-25 A
PR
. 2
AN
SI
D
W H
EE
LE
R -S
AC
K
AR
M
Y
AI
R
FI
EL
D
, F O
R T
D R
U M
, N Y
R U
N W
AY
3-
A
IR
FI
EL
D L
IG
H
TI
N
G R
EP
AI
R P
R O
JE
C
T W
2-
D S-
-D
W
2D S2
3F
R
TA
S U
BM
IS
SI
O
N
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
PR
E-
AW
AR
D
R E-
PH
AS
H . B
AR
N
H
AR
T
T.
M
O R
R
IS
C . T
W
IG
G
E.
J
AR
G
ER
N
O
TE
S, A
BB
R
EV
IA
TI
O
N S, A N
D L
EG
EN
D
GI005
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
CUI
CUI
C :\T
EM
P\
PW
_W
O R
K\
ES
T-
LS
\D M
S5
\D
1G
I0
.D W
G
:0 0:
A
M
/1 7/
M O
R R
IS
T3
N
EW
Y O
R K
D
IS
TR
IC
T N
EW
Y
O R
K, N
Y
-25 A
PR
. 2
AN
SI
D
W H
EE
LE
R -S
AC
K
AR
M
Y
AI
R
FI
EL
D
, F O
R T
D R
U M
, N Y
R U
N W
AY
3-
A
IR
FI
EL
D L
IG
H
TI
N
G R
EP
AI
R P
R O
JE
C
T W
2-
D S-
-D
W
2D S2
3F
R
TA
S U
BM
IS
SI
O
N
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
6W4" 6 WAY DUCT WITH 4" DIAMETER CONDUIT
@ AT
AC ASPHALT CONCRETE
ACP ACCESS CONTROL POINT
APP ACCIDENT PREVENTION PLAN
ACM ASBESTOS CONTAINING MATERIALS
AFLV AIRFIELD LIGHTING VAULT
ALCMS AIRPORT LIGHTING CONTROL AND MONITORING
SYSTEM
ALS APPROACH LIGHTING SYSTEM
ALSF APPROACH LIGHTING SYSTEM WITH SEQUENCED
FLASHING LIGHTS
ARFF AIRCRAFT RESCUE AND FIREFIGHTING
A.S.T.M. AMERICAN SOCIETY FOR TESTING AND MATERIALS
ATCT AIR TRAFFIC CONTROL TOWER
ATS AUTOMATIC TRANSFER SWITCH
B.G.S BELOW GRADED SURFACE
BLDG. BUILDING
B.M. BENCHMARK
BMP BEST MANAGEMENT PRACTICES
C&D CONSTRUCTION AND DEMOLITION DEBRIS
CCR CONSTANT CURRENT REGULATOR
CE CONCRETE ENCASED
C/L, ℄ CENTERLINE
CLIN CONTRACT LINE ITEM NUMBER
CLR. CLEAR
CLSM CONTROLLED LOW-STRENGTH MATERIAL
COL. COLUMN
CONC. CONCRETE
CONT. CONTINUOUS
CONST. CONSTRUCTION
COORD. COORDINATE
COR CONTRACTING OFFICER'S REPRESENTATIVE
CSC CONTRACTOR SECURITY COORDINATOR
CU COPPER
CTL CONTROL
DEB DIRECT EARTH BURIED
DEPT DEPARTMENT
DIA, Ø DIAMETER
DPW DIRECTORATE OF PUBLIC WORKS
E EAST / EASTING
EA. EACH
EL, ELEV ELEVATION
ENGR ENGINEER
EQ. EQUAL
EXIST. EXISTING
EXT. EXTERIOR
FOD FOREIGN OBJECT DEBRIS
FT FEET/FORT
G GRADE
GA. GAGE / GAUGE
GALV. GALVANIZED
GCABC GRADED CRUSHED AGGREGATE BASE COURSE
GND. GROUND
GOVT. GOVERNMENT
HS&E HEALTH, SAFETY AND ENVIRONMENTAL
HH HANDHOLE
HMA HOT MIX ASPHALT
HORIZ. HORIZONTAL
HT. HEIGHT
I.D. INSIDE DIAMETER
ILS INSTRUMENT LANDING SYSTEM
INFO. INFORMATION
INV INVERT
JCP JUNCTION CAN PLAZA
JMF JOB MIX FORMULA
K RATE OF GRADE CHANGE
KGTB WHEELER-SACK ARMY AIRFIELD (AIRPORT CODE)
KO CONTRACTING OFFICER
kV KILOVOLT kVA KILOVOLT-AMPERE kW KILOWATT
L LENGTH
LCD LAND CLEARING DEBRIS
LED LIGHT-EMITTING DIODE
LOC LOCALIZER
LT LIGHT / LEFT
M&R MAINTENANCE AND REHABILITATION
MAX MAXIMUM
MAT. MATERIAL
MFR. MANUFACTURER
MH MANHOLE
MIN MINIMUM
MISC. MISCELLANEOUS
MPT MAINTENANCE AND PROTECTION OF TRAFFIC
N NORTH / NORTHING
NAVD88 NORTH AMERICAN VERTICAL DATUM 1988
NO, # NUMBER
NOI NOTICE OF INTENT
NPDES NATIONAL POLLUTANT DISCHARGE ELIMINATION
SYSTEM
NTP NOTICE TO PROCEED
NTS NOT TO SCALE
NY NEW YORK
NYSDEC NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL
CONSERVATION
NYSDOT NEW YORK STATE DEPARTMENT OF TRANSPORTATION
O.C. ON CENTER
O.D. OUTSIDE DIAMETER
OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION
PACS PRIMARY AIRPORT CONTROL STATION
PACM POTENTIAL ASBESTOS CONTAINING MATERIALS
PAPI PRECISION APPROACH PATH INDICATOR
PAR PRECISION APPROACH RADAR
PC POINT OF CURVATURE
PCC PORTLAND CEMENT CONCRETE
P.C.F. POUNDS PER CUBIC FOOT
PDM PROGRAM DEPOT MAINTENANCE
PFAS POLYFLUOROALKYL SUBSTANCES
PM PROJECT MANAGER
PPE PERSONAL PROTECTIVE EQUIPMENT
P.S.F. POUNDS PER SQUARE FOOT
P.S.I. POUNDS PER SQUARE INCH
PT POINT OF TANGENCY
PVC POINT OF VERTICAL CURVATURE
PVI POINT OF VERTICAL INTERSECTION
PVT POINT OF VERTICAL TANGENCY
PWR POWER
QTY. QUANTITY
R RADIUS
RP RADIUS POINT
RDM RUNWAY DISTANCE MARKER
REINF. REINFORCED
REQ'D REQUIRED
RMC RIGID METAL CONDUIT
RGS RIGID GALVANIZED STEEL
RT RIGHT
R/W,RWY RUNWAY
S SLOPE
SACS SECONDARY AIRPORT CONTROL STATION
SCH SCHEDULE
SQ. SQUARE
SPEC. SPECIFICATION
SSHO SITE SAFETY AND HEALTH OFFICER
ST STREET
STA STATION
STD STANDARD
SWPPP STORM WATER POLLUTION PREVENTION PLAN
Te THICKENED EDGE THICKNESS
THRU THROUGH
(TYP) TYPICAL
T/W TAXIWAY
UFC UNIFIED FACILITIES CRITERIA
UFGS UNIFIED FACILITIES GUIDE SPECIFICATIONS
USACE UNITED STATES ARMY CORPS OF ENGINEERS
V VOLT
VCC VISITOR CONTROL CENTER
VERT. VERTICAL
VFR VISUAL FLIGHT RULES
VTP VEHICLE TRACKING PADS
WSAAF WHEELER-SACK ARMY AIRFIELD
WZTC WORK ZONE TRAFFIC CONTROL
HAZARDOUS MATERIALS:
1. LEAD BASED PAINTS ARE NOT EXPECTED WITHIN THE PROJECT AREA. DO NOT INCLUDE ANY LEAD BASED PAINT TESTING OR REMOVAL IN THE BID.
2. ACM ARE NOT EXPECTED TO BE LOCATED AROUND THE EXISTING UTILITY LINES. BASE BIDS ON UTILITY LINES REMAINING IN PLACE WITHOUT ABATEMENT WORK BEING
REQUIRED.
3. IMMEDIATELY NOTIFY THE COR IF ANY SUSPECTED ASBESTOS CONTAINING MATERIAL IS ENCOUNTERED DURING THE COURSE OF CONSTRUCTION. TESTING, ABATEMENT, REMOVAL AND DISPOSAL OF PACM AND ACM ARE BEYOND THE SCOPE OF THE CONTRACT AND WILL BE CONSIDERED A DIFFERING SITE CONDITION, IN ACCORDANCE WITH
APPLICABLE FAR AND DFAR CLAUSES.
SCOPE OF WORK SUMMARY:
THE WORK OF THIS CONTRACT CAN GENERALLY BE SUMMARIZED AS FOLLOWS:
1. CIVIL: FULL-DEPTH REMOVAL AND REPLACEMENT OF RUNWAY SHOULDERS INCLUDING SUBGRADE AND BASE COURSE. FULL-DEPTH REMOVAL AND REPLACEMENT OF PORTLAND CEMENT CONCRETE INCLUDING SUBGRADE, SUBBASE, BASE COURSE AND GEOTEXTILE FABRIC ON RUNWAY 03-21 AS INDICATED ON DRAWINGS. REMOVAL AND REPLACEMENT OF RUNWAY 03-21 PAVEMENT MARKINGS AND AFFECTED TAXIWAYS PAVEMENT MARKINGS AS INDICATED ON THE DRAWINGS. REPAIR SHELTER AND SITE INFRASTRUCTURE FOR THE RUNWAY 03-21 INSTRUMENT LANDING SYSTEM. CONSTRUCT ASPHALT VEHICLE ROAD AND PARKING LOT FOR NEW AIRFIELD LIGHTING VAULT.
INSTALLATION OF NEW 8-INCH WATER MAIN LINE AND 2-INCH SERVICE LINE CONNECTED TO THE AFLV. CONSTRUCTION OF EQUIPMENT PADS, SIDEWALKS AND ADDITIONAL CONCRETE PAVEMENT ADJACENT TO THE NEW AFLV. ADDITIONAL WORK ITEMS TO INCLUDE EARTHWORK, MISCELLANEOUS DEMOLITION AND RESTORATION, SITE GRADING AND STABILIZATION, INSTALLATION OF AGGREGATE BASE COURSE, STORM WATER MANAGEMENT, SITE UTILITIES AND MISCELLANEOUS ITEMS REQUIRED TO COMPLETE
WORK.
2. ELECTRICAL: REMOVAL AND REPLACEMENT OF ALL RUNWAY EDGE, THRESHOLD AND END LIGHTS INCLUDING CONDUIT, CABLE, BASE CANS AND HANDHOLES ON RUNWAY 03-21. REMOVE AND REPLACE RUNWAY 03-21 PRECISION APPROACH PATH INDICATORS AND WIND CONES. REMOVE AND REPLACE THE APPROACH LIGHTING SYSTEM WITH SEQUENCED FLASHING LIGHTS FIXTURES WITHIN THE RUNWAY 03 DISPLACED THRESHOLD INCLUDING CONDUIT, CABLE, BASE CANS AND HANDHOLES AS INDICATED.
REMOVAL AND REPLACEMENT OF AIRFIELD GUIDANCE SIGNS, MANDATORY PILOT INSTRUCTION SIGNS AND DISTANCE REMAINING MARKING SIGNS AS INDICATED ON THE DRAWINGS. REMOVAL AND REPLACEMENT OF TAXIWAY EDGE LIGHTS INCLUDING CONDUIT AND CABLE AS INDICATED. INSTALL AIRFIELD LIGHTING HOME RUN DUCT BANK WITH A JUNCTION CAN PLAZA SYSTEM AND INSTALL NEW AIRFIELD LIGHTING CABLE WITHIN THE PROJECT FOOTPRINT. REMOVAL AND REPLACEMENT OF MOUNTAIN RAMP HIGH-MAST LIGHT POWER AND COMMUNICATIONS JUNCTION BOXES, SECONDARY CABLING FROM EXISTING TRANSFORMERS AND NEW FIBER OPTIC CONTROL COMMUNICATIONS CONNECTION. PROVIDE MEDIUM-VOLTAGE DISTRIBUTION AND INFRASTRUCTURE FOR NEW AIRFIELD LIGHTING VAULT. PROVIDE SWITCHBOARDS, PANELBOARDS, EMERGENCY GENERATOR AND ANCILLARY EQUIPMENT WITHIN NEW VAULT TO SUPPORT CONSTANT CURRENT SWITCHGEAR STYLE REGULATORS AND AIRFIELD LIGHTING CONTROL AND MONITORING SYSTEM WITH NODE LOCATIONS AS INDICATED.
3. AIRFIELD LIGHTING VAULT: NEW CONSTRUCTION OF A 3,200 SQUARE FOOT AIRFIELD LIGHTING VAULT BUILDING (AFLV). STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, LIGHTING, COMMUNICATIONS, FIRE DETECTION / MASS NOTIFICATION, DIRECT DIGITAL CONTROLS AND RELATED BUILDING MANAGEMENT SYSTEMS AS INDICATED ON THE
CONTRACT DOCUMENTS.
ABBREVIATIONS:
EXISTING UTILITY LEGEND:
E EXISTING ELECTRICAL HANDHOLE / JUNCTION BOX TO REMAIN
EXISTING COMMUNICATIONS MANHOLE TO REMAIN
EXISTING RUNWAY / TAXIWAY LIGHT FIXTURE AND BASE CAN TO REMAIN
EXISTING ELETRICAL CONDUIT / DUCTBANK TO REMAIN
EXISTING COMMUNICATIONS CONDUIT / DUCTBANK TO REMAIN
EXISTING GAS LINE
EXISTING WATERMAIN LINE
C
COMM
G
W
EXISTING SANITARY SEWER LINESAN
EXISTING AIRFIELD SIGN
EXISTING STORM WATER LINESD
EXISTING UTILITY FEATURE
POLYFLUOROALKYL SUBSTANCES (PFAS):
1. SOILS CONTAINING POLYFLUOROALKYL SUBSTANCES (PFAS) WILL BE ENCOUNTERED WHEN PERFORMING CONSTRUCTION, EXCAVATION OR MAINTENANCE ACTIVITIES
WITHIN THE KNOWN AREAS OF PFAS CONTAMINATION INDICATED ON THE DRAWINGS. THE KNOWN AREAS OF PFAS CONTAMINATION INDICATED ON THE DRAWINGS WERE BASED ON THE MOST RECENT STUDY PERFORMED AT WSAAF AND ARE APPROXIMATE. THE EXACT LIMITS OF THE KNOWN AREAS OF PFAS CONTAMINATION ON THE AIRFIELD MAY VARY. COORDINATE WASTE COLLECTION AND DISPOSAL IN ADVANCE WITH THE FORT DRUM DPW ENVIRONMENTAL OFFICE.
2. HANDLE, STOCKPILE, AND DISPOSE ALL EXCAVATED MATERIAL CREATED WITHIN AREAS OF PFAS CONTAMINATION IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND THE "MANAGEMENT POLICY FOR PFAS CONTAMINATED SOILS ORIGINATING ON FORT DRUM" DOCUMENT ATTACHED TO SECTION 02 61 13. THE PLACEMENT OF EXCESS SPOILS AT THE LCD LANDFILL IS ALLOWABLE AFTER THE CONTRACTOR HAS EXHAUSTED ALL MEANS TO MANAGE EXCESS SOILS ON SITE. EVERY EFFORT SHOULD BE MADE TO KEEP AS MUCH SOIL ON SITE AS POSSIBLE TO MINIMIZE THE AMOUNT OF SOILD THAT IS HAULED TO THE LCD LANDFILL.
3. FOR BIDDING PURPOSES, ASSUME ALL SOIL LOCATED WITHIN THE KNOWN AREAS OF PFAS CONTAMINATION INDICATED ON THE DRAWINGS IS CONTAMINATED AND DOES NOT MEET THE NYSDEC PART 360 REGULATIONS FOR "UNRESTRICTED USE". FOR BIDDING PURPOSES, ASSUME ALL SOIL LOCATED OUTSIDE THE KNOWN AREAS OF PFAS CONTAMINATION INDICATED ON THE DRAWINGS IS "UNRESTRICTED USE" SOIL MEETING THE NYSDEC PART 360 REGULATIONS FOR "UNRESTRICTED USE".
4. A TRAINED ENVIRONMENTAL MANAGER PER SPECIFICATION SECTION 01 57 19 MUST BE ON SITE AT ALL TIMES DURING CONSTRUCTION ACTIVITIES NEAR OR WITHIN THE KNOWN AREAS OF PFAS CONTAMINATION. ADHERE TO ALL APPLICABLE FEDERAL, STATE AND LOCAL RULES AND REGULATIONS WHILE PERFORMING WORK WITHIN OR NEAR THE KNOWN AREAS OF PFAS CONTAMINATION TO INCLUDE WETTING OF EXCAVATION AREAS PRIOR TO AND THROUGHOUT EXCAVATION ACTIVITIES AND USE OF THE
APPROPRIATE PPE.
5. TOPSOIL AND HYDROSEED AREAS WHERE CONTAMINATED SOIL WAS SPREAD WITHIN 24-HOURS OF PLACEMENT TO PREVENT WIND-BORNE MIGRATION. SURVEY THE AREA WHERE THE SOIL WAS SPREAD TO INCLUDE THE DISTURBED LIMITS AND AT A 50-FOOT GRID. PROVIDE THE SURVEY DATA TO THE GOVERNMENT FOR REVIEW AND APPROVAL. NO ADDITIONAL COST OR SCHEDULE EXTENSIONS WILL BE CONSIDERED BY THE GOVERNMENT FOR REGRADING REQUIRED BY THE CONTRACTOR TO CORRECT ISSUES OBSERVED WITH FEATHERING THE MATERIAL TO MATCH THE EXISTING GRADES AND DRAINAGE PATTERNS.
PR
E-
AW
AR
D
R E-
PH
AS
AR
N
H
AR
T
T.
M
O R
R
IS
C . T
W
IG
G
E.
J
AR
G
ER
G
EN
ER
AL
C
O N
ST
R
U C
TI
O
N N
O
TE
S
GI006
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
CUI
CUI
C :\T
EM
P\
PW
_W
O R
K\
ES
T-
LS
\D M
S5
\D
1G
I0
.D W
G
:0 0:
A
M
/1 7/
M O
R R
IS
T3
N
EW
Y O
R K
D
IS
TR
IC
T N
EW
Y
O R
K, N
Y
-25 A
PR
. 2
AN
SI
D
W H
EE
LE
R -S
AC
K
AR
M
Y
AI
R
FI
EL
D
, F O
R T
D R
U M
, N Y
R U
N W
AY
3-
A
IR
FI
EL
D L
IG
H
TI
N
G R
EP
AI
R P
R O
JE
C
T W
2-
D S-
-D
W
2D S2
3F
R
TA
S U
BM
IS
SI
O
N
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
1. CONSTRUCTION ACCESS SHALL BE AS SHOWN IN THESE DRAWINGS UNLESS OTHERWISE APPROVED BY THE CONTRACTING OFFICER.
2. GASOLINE ALLEY ACP IS CLOSED AND IS EXPECTED TO REOPEN AT THE END OF Q1 OF FY 2027. CONTRACTOR IS TO USE THE ALTERNATE HAUL ROUTE SHOWN ON SHEET GC101 WHILE GASOLINE ALLEY ACP IS CLOSED. CONTRACTOR WILL NOT BE PERMITTED TO USE THE ALTERNATE HAUL ROUTE AFTER GASOLINE ALLEY ACP IS REOPENED. ADDITIONAL GATES FOR AIRFIELD ACCESS, AND THEIR ASSOCIATED PHASES, ARE SHOWN ON GC100. ALL DELIVERIES MUST BE MADE DURING NORMAL WORKING HOURS. CONTRACTOR ACCESS TO THE AIRFIELD WILL BE THROUGH THE GATES INDICATED ON THE DRAWINGS.
DUMP TRUCK TRAFFIC FOR RUNWAY WORK WILL BE ALLOWED THROUGH GATE 13. THE CONTRACTOR MUST PROVIDE AN ACP GUARD, AT THE CONTRACTOR'S EXPENSE, AT ALL TIMES WHILE ACCESSING ANY GATE TO THE AIRFIELD. ACP GUARD MUST SECURE GATE TO THE SATISFACTION OF THE CONTRACTING OFFICER WHEN THE GATE IS NOT BEING USED. OBTAIN BADGES FOR ALL CONTRACTOR PERSONNEL THROUGH THE VISITOR CONTROL CENTER. CONTRACTOR TO COORDINATE WITH INSTALLATION THROUGH COR FOR REQUIRED AIRFIELD DRIVER TRAINING. THE CONTRACTOR'S ACP GUARD MUST ONLY PERMIT THE PRIME CONTRACTOR AND ITS SUBCONTRACTOR CONSTRUCTION VEHICLES ACCESS TO THE AIRFIELD. PRIVATELY OWNED VEHICLES OF THE PRIME CONTRACTOR AND ITS SUBCONTRACTOR EMPLOYEES ARE NOT CONSTRUCTION VEHICLES AND ARE NOT ALLOWED ON THE AIRFIELD.
3. MAXIMUM SPEED OF ALL CONTRACTOR VEHICLES MUST BE 25 MPH WHEN TRAVELING ON WSAAF PROPERTY UNLESS FOLLOWING OTHERWISE POSTED SPEED LIMITS. MAXIMUM SPEED LIMIT ON THE
INSTALLATION IS 10 MPH WHEN PASSING SOLDIERS/PEDESTRIANS.
4. THIS PROJECT IS ON WSAAF PROPERTY. FOLLOW ALL WSAAF SECURITY AND SAFETY REQUIREMENTS IN ACCORDANCE WITH CONTRACT REQUIREMENTS AT ALL TIMES.
5. ALL CONTRACTOR AUTHORIZED VEHICLES AND CONSTRUCTION EQUIPMENT MUST DISPLAY A YELLOW FLASHING BEACON OR A 3'-0" x 3'-0" INTERNATIONAL ORANGE AND WHITE CHECKERED FLAG (12-INCH SQUARES) DISPLAYED IN FULL VIEW ABOVE THE VEHICLES IN ACCORDANCE WITH FAA AC 150/5210-5 CURRENT EDITION. A YELLOW FLASHING BEACON MUST BE USED DURING NIGHT OPERATIONS (FLAG NOT ACCEPTABLE). VEHICLES WHICH ARE NOT MARKED OR LIGHTED MUST BE ESCORTED BY A VEHICLE THAT IS EQUIPPED WITH THE APPROPRIATE MARKING AND LIGHTING DEVICES. ONLY VEHICLES MARKED
WITH THE CONTRACTOR'S COMPANY NAME WILL BE ALLOWED IN THE PROJECT AREAS.
6. USE OF UNAUTHORIZED HAUL ROUTES WILL NOT BE ACCEPTABLE. HAUL TRUCKS MUST BE COVERED AT ALL TIMES. IMMEDIATELY CLEAN AND REMOVE ANY FOREIGN OBJECTS, SPILLAGE, DEBRIS, OR DUST AS A RESULT OF HAULING OPERATIONS AT THE EXPENSE OF THE CONTRACTOR AND TO THE SATISFACTION OF THE COR. IMMEDIATELY CLEAN AND REMOVE THE MATERIAL. HAULING ACROSS ACTIVE
TAXIWAYS OR RUNWAYS IS STRICTLY PROHIBITED WITHOUT PRIOR APPROVAL FROM THE COR.
7. PREPARE AN ENVIRONMENTAL PREVENTION PLAN (EPP) IN ACCORDANCE WITH SPECIFICATION SECTION 01 35 26 AND IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL RULES AND REGULATIONS PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES. THE CONTRACTOR MUST HAVE AN APPROVED EPP PRIOR TO STARTING CONSTRUCTION.
8. KEEP ALL AIRFIELD PAVEMENT FREE OF DEBRIS AND SEDIMENT DEPOSITED AS A RESULT OF HAULING OR OTHER CONSTRUCTION ACTIVITY AT ALL TIMES. PROVIDE A MINIMUM OF ONE MOTORIZED VACUUM STREET SWEEPER ON SITE AT ALL TIMES TO CONTINUOUSLY CLEAN THE SURFACE OF ALL ACTIVE APRONS AND PAVED VEHICLE SERVICE ROADS OF ANY FOREIGN OBJECT DEBRIS THAT MAY RESULT FROM HAULING ACTIVITIES OR ANY OTHER CONSTRUCTION ACTIVITIES. NO AMOUNT OF FOD WILL BE TOLERATED OR ALLOWED ON ANY ACTIVE AIRFIELD PAVEMENTS.
9. THE APPROXIMATE LIMIT OF THE CONTRACTOR'S PARKING AND STAGING AREA FOR MATERIAL STOCKPILING, LABS, AND OFFICE TRAILERS IS SHOWN ON THE DRAWINGS. THE EXACT LOCATION AND LIMITS OF THE CONTRACTOR'S PARKING AND STAGING AREA MUST BE ESTABLISHED BY THE CONTRACTOR WITH THE APPROVAL OF THE COR.
10. THE REQUIRED UTILITIES FOR THE CONTRACTOR'S STAGING AREA MUST BE ARRANGED FOR BY THE CONTRACTOR DIRECTLY WITH THE APPROPRIATE UTILITY AGENCY, CONTRACTING OFFICER AND FORT DRUM. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE AVAILABILITY OF UTILITIES AND TO ENCLOSE, SECURE, AND SET UP THEIR OPERATIONAL AREA. IMMEDIATELY PRIOR TO MOBILIZATION, CONFIRM WITH FORT DRUM ON THE AVAILABILITY FOR THE BASE TO PROVIDE TEMPORARY WATER. FORT DRUM WILL PROVIDE TEMPORARY ELECTRICAL AND NATURAL GAS SERVICE AT NO COST TO THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH THE INSTALLATION, REMOVAL AND SITE RESTORATION FOR TEMPORARY UTILITY SERVICE FROM THE POINTS OF CONNECTION TO THE CONTRACTOR PRIMARY STAGING AREA. COORDINATE THE POINTS OF CONNECTIONS TO FORT DRUM UTILITIES WITH FORT DRUM ENGINEERING. ALL OTHER TEMPORARY UTILITY SERVICE REQUIRED AT THE STAGING AREA WILL BE AT THE CONTRACTOR'S EXPENSE AND MUST BE COORDINATED DIRECTLY WITH THE UTILITY SERVICE OWNER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH PROVIDING PORTABLE SANITARY FACILITIES AT THE STAGING AREA. PRIOR TO INSTALLING TEMPORARY UTILITIES, INSTALL UTILITY GRADE METERS FOR ALL UTILITY SERVICES PROVIDED BY FORT DRUM AND AS REQUIRED BY THE UTILITY SERVICE OWNER OR UTILITY SERVICE PROVIDER. PROVIDE METER READINGS AS PART OF THE MONTHLY INVOICE SUBMITTAL TO THE COR AND FORT DRUM ENERGY MANAGER FOR FORT DRUM OWNED UTILITY SERVICES. PROVIDE A MINIMUM 48 HOURS NOTICE TO THE GOVERNMENT TO INSPECT ALL TEMPORARY UTILITY CONNECTIONS PRIOR TO
ACTIVATING UTILITIES FOR USE.
11. INSPECT THE CONSTRUCTION HAUL ROUTES ON EXISTING PAVEMENT WITH PHOTOGRAPH DOCUMENTATION BEFORE AND AFTER CONSTRUCTION WITH THE COR. REPAIR ANY DAMAGE TO THE HAUL ROUTE PAVEMENTS OR ACCESS ROADS AT THE CONTRACTOR'S EXPENSE. ROADWAYS MUST BE MAINTAINED THROUGHOUT THE PROJECT DURATION TO ALLOW SAFE USE BY FORT DRUM. PROVIDE A HAUL ROAD RELEASE SIGNED BY FORT DRUM DPW, THE CONTRACTOR AND USACE UPON COMPLETION OF THE PROJECT AND AFTER THE HAUL ROUTES HAVE BEEN RESTORED TO ORIGINAL OR BETTER CONDITION.
12. SUBMIT A WORK PLAN A MINIMUM OF 30-CALENDAR DAYS PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES ON THE PROJECT. AT A MINIMUM, THE WORK PLAN MUST INCLUDE A SCHEDULE OF ACTIVITIES, METHODS OF EXCAVATING, PROPOSED EXCAVATION EQUIPMENT, TEMPORARY STORAGE METHODS, PROPOSED TEMPORARY STORAGE LOCATION ON SITE, CONTRACTOR SPECIFIC MEASURES WHEN WORKING IN THE AREAS INCLUDED IN THE WORK PLAN, PROPOSED DISPOSAL LOCATIONS FOR CONTAMINATED SOIL AND PROPOSED DISPOSAL LOCATIONS FOR UNRESTRICTED USE SOIL.
13. DO NOT ALLOW EQUIPMENT OR OTHER VEHICLES TO PARK ON ACTIVE TAXIWAYS, TOWWAYS, OR WITHIN THE CLEARANCE BOUNDARY LIMITS INDICATED ON THE PHASING SERIES SHEETS AT ANY TIME. ALL ACTIVE RUNWAYS, TAXIWAYS, AND APRONS MUST REMAIN CLEAR FOR AIRCRAFT AND EMERGENCY VEHICLES.
14. THE CONTRACTOR IS RESPONSIBLE FOR ANY IMPROVEMENTS NECESSARY TO UPGRADE EXISTING ABANDONED ROADS OR TO CREATE ADDITIONAL ROADS FOR USE AS HAUL ROUTES AS NECESSARY FOR THIS PROJECT. REMOVE TEMPORARY ROADS AT THE CONCLUSION OF THE PROJECT AND RETURN AREAS TO PREVIOUS CONDITION UNLESS OTHERWISE DIRECTED BY THE CONTRACTING OFFICER.
15. EXISTING UNDERGROUND UTILITIES AND STRUCTURES ARE SHOWN AT APPROXIMATE LOCATIONS AND DEPTHS. THERE MAY BE OTHER EXISTING UTILITIES OR STRUCTURES LOCATED WITHIN THE PROJECT AREA WHICH ARE NOT PRESENTLY KNOWN. PRIOR TO CONSTRUCTION, CONTACT UNDERGROUND UTILITIES CALL CENTER OF NEW YORK FOR EXACT LOCATIONS OF UNDERGROUND UTILITIES (1-800-962-7962) AND FORT DRUM DPW TO OBTAIN DIG PERMITS AND UTILITY CLEARANCES. USE GROUND PENETRATING RADAR ACROSS ALL PAVEMENT SURFACES IDENTIFIED FOR REMOVAL PRIOR TO BEGINNING DEMOLITION. VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO ANY DEMOLITION TO ENSURE THAT ONLY THE UTILITIES AND FEATURES MARKED FOR DEMOLITION ARE REMOVED, AND ALL OTHER UTILITIES AND FEATURES ARE NOT DISTURBED. ANY UTILITIES TO REMAIN, WHICH ARE DISTURBED BY THE CONTRACTOR, MUST BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT. CONTRACTOR MAY NOT BEGIN ANY EXCAVATION UNTIL ALL NAVAID, AIRFIELD LIGHTING, ELECTRICAL, COMMUNICATION CABLES AND ALL OTHER UNDERGROUND UTILITIES LOCATED IN
THE CONSTRUCTION AREA HAVE BEEN IDENTIFIED BY THE CONTRACTOR.
16. IMMEDIATELY REPAIR ANY DAMAGE TO UTILITIES, AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE COR, IN THE EVENT OF CONTRACTOR INFLICTED DAMAGE TO EXISTING UTILITIES AND CABLES THAT ARE MARKED IN THE FIELD AND SHOWN TO REMAIN. IMMEDIATELY NOTIFY THE WSAAF PROJECT MANAGER AND AIRFIELD MANAGEMENT POINT OF CONTACT WHENEVER UTILITIES ARE DAMAGED BY THE CONTRACTOR. INSPECT UTILITIES AND NOTIFY THE CONTRACTING OFFICER OF ANY PRIOR DAMAGE BEFORE STARTING WORK IN THE PROJECT AREA.
17. CONTROL DUST FROM THEIR OPERATIONS TO A LEVEL ACCEPTABLE TO THE COR AND IN ACCORDANCE WITH ALL APPLICABLE PERMITS AT ALL TIMES. PROVIDE VACUUM SWEEPER TRUCKS, WATER TRUCKS, AND OTHER EQUIPMENT NECESSARY TO CONTROL DUST AND DEBRIS AT ALL TIMES. POSITION ALL EQUIPMENT REQUIRED TO CONTROL THE DUST WITHIN THE LIMITS OF CONSTRUCTION AND IN GOOD WORKING CONDITION. ALL METHODS FOR CONTROLLING DUST AND DEBRIS IS SUBJECT TO THE APPROVAL OF THE COR. DUST AND DEBRIS CONTROL MUST BE STRICTLY MONITORED DUE TO ITS IMPACT ON AIRCRAFT SAFETY. FAILURE TO PROPERLY CONTROL DUST AND DEBRIS OR TO IMMEDIATELY RESPOND TO ANY REQUEST TO DO SO WILL RESULT IN CONSTRUCTION ACTIVITIES BEING STOPPED BY THE THE GOVERNMENT UNTIL DUST AND DEBRIS CAN BE PROPERLY CONTROLLED. CONSTRUCTION SCHEDULE EXTENSIONS WILL NOT BE GRANTED FOR LOST TIME ASSOCIATED WITH DUST AND DEBRIS
WORK STOPPAGES.
18. HOLD WEEKLY MEETINGS WITH THE WSAAF PROJECT MANAGER AND OTHER INTERESTED PARTIES TO COORDINATE CLOSURES, WORK AREAS, CONTRACTOR ACCESS, AND CONSTRUCTION SCHEDULES.
PROVIDE A MINIMUM TWO WEEK SCHEDULE OF PROPOSED CONSTRUCTION ACTIVITIES PRIOR TO EACH WEEKLY MEETING. ADDITIONAL MEETINGS MAY BE HELD AS NECESSARY.
19. THE GOVERNMENT RESERVES THE RIGHT TO CONTRACT, AND PERFORM, OTHER WORK ON, OR NEAR, THE WORK COVERED BY THIS CONTRACT. WHEN SEPARATE CONTRACTS ARE WITHIN THE WORK LIMITS OF ANY ONE PROJECT, EACH CONTRACTOR MUST CONDUCT THEIR WORK SO AS NOT TO INTERFERE OR HINDER THE PROGRESS OF ANY OTHER CONTRACTORS WORKING IN THE SAME AREA.
20. CONFORM TO ALL LOCAL, REGIONAL, STATE AND FEDERAL REGULATIONS REGARDING THE PROTECTION OF THE ENVIRONMENT THROUGHOUT THE DURATION OF THE PROJECT. ACQUIRE, AT THE CONTRACTOR'S EXPENSE, ANY AND ALL PERMITS ASSOCIATED WITH THE CONSTRUCTION ACTIVITIES TO BE ACCOMPLISHED BY THE CONTRACTOR. CONSTRUCTION SCHEDULE EXTENSIONS WILL NOT BE
GRANTED FOR THE TIME REQUIRED TO COMPLETE THE APPLICABLE PERMITS.
21. PRIOR TO BEGINNING ANY WORK, VERIFY VERTICAL AND HORIZONTAL CONTROL FROM THE INFORMATION GIVEN ON THE SURVEY CONTROL PLAN. INFORM THE ENGINEER OF ANY DISCREPANCIES NOTED IN THE DESIGN SURVEY INFORMATION. IN THE EVENT OF A CONFLICT BETWEEN THE ORIGINAL DESIGN SURVEY AND THE CONTRACTOR SITE VERIFICATION SURVEY, THE ENGINEER MUST EVALUATE THE NEW INFORMATION AND PROVIDE DESIGN REVISIONS BEFORE THE CONTRACTOR CAN COMMENCE WITH THE WORK.
22. THE CONTRACTOR MUST BE AVAILABLE AS REQUIRED BY THE COR, WSAAF PROJECT MANAGER, OR WSAAF AIRFIELD OPERATIONS MANAGER, DURING THE PROJECT TO MAINTAIN PHASING SAFETY DEVICES OR CORRECT DUST AND DEBRIS ISSUES, AS DESIRED BY THE WSAAF PROJECT MANAGER OR AIRFIELD MANAGEMENT.
23. RETAIN A LICENSED LAND SURVEYOR FOR ALL PAVEMENT, UTILITY AND FIELD STAKEOUT AT THE CONTRACTOR'S EXPENSE. SURVEY ALL EXISTING UNDERGROUND UTILITIES ENCOUNTERED THROUGHOUT THE PROJECT. PROVIDE SURVEY INFORMATION, TO INCLUDE LOCATION, DEPTH, AND UTILITY INFORMATION TO THE WSAAF PROJECT MANAGER AND AS PART OF THE CLOSEOUT DOCUMENTS.
24. PROVIDE AS-BUILT RECORD DRAWINGS IN ACCORDANCE WITH CONTRACT REQUIREMENTS .THE PRIME CONTRACTOR MUST RETAIN THE SERVICES OF A LICENSED LAND SURVEYOR TO COMPLETE THE AS-BUILT RECORD SURVEY AND RETAIN A LICENSED PROFESSIONAL ENGINEER AND ARCHITECT, AS APPLICABLE, TO PREPARE THE AS-BUILT RECORD DRAWINGS. AS-BUILT RECORD DRAWINGS MUST BEAR THE SEAL AND SIGNATURE OF THE LICENSED PROFESSIONAL FOR THE APPLICABLE ENGINEERING AND ARCHITECTURAL DISCIPLINES. THE AS-BUILT RECORD SURVEY MUST BEAR THE SEAL AND SIGNATURE OF THE LICENSED LAND SURVEYOR. ALL PROFESSIONALS MUST BE LICENSED IN THE STATE OF NEW YORK.
25. SUBMIT AND OBTAIN A FORT DRUM EXCAVATION PERMIT IN ACCORDANCE WITH THE MOST RECENT VERSION OF THE FORT DRUM GARRISON POLICY 23-11, EXCAVATION PERMITS. SURVEY ALL UTILITY MARKINGS PRIOR TO STARTING EXCAVATION WORK. MAINTAIN UTILITY MARKINGS THROUGHOUT THE DURATION OF THE PROJECT CONSTRUCTION. PHYSICALLY VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION TO IDENTIFY ANY EXISTING UTILITY CONFLICTS WITH THE DESIGN PLANS. USE GROUND PENETRATING RADAR ACROSS ALL PAVEMENT
SURFACES IDENTIFIED FOR REMOVAL PRIOR TO BEGINNING DEMOLITION.
26. SUBMIT A SNOW AND ICE REMOVAL PLAN AS PART OF THE CONTRACTOR'S WORK PLAN SUBMITTAL TO THE GOVERNMENT FOR REVIEW AND APPROVAL PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES.
THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH THE REMOVAL OF SNOW AND ICE WITHIN THE DEFINED CONSTRUCTION FREE ZONES AS NEEDED TO COMPLETE THE PROJECT. FORT DRUM WILL NOT REMOVE SNOW OR ICE WITHIN THE CONTRACTORS ESTABLISHED CONSTRUCTION FREE ZONES. THE CONTRACTOR IS RESPONSIBLE FOR ALL SNOW AND ICE MANAGEMENT AND REMOVAL OPERATIONS REQUIRED TO CLEAR PORTIONS OF RUNWAY 03-21 FROM SNOW AND ICE TO ALLOW FOR WORK TO PROCEED DURING PHASE 2. IN ADDITION, PRIOR TO TURNING OVER PORTIONS OF THE PROJECT TO THE GOVERNMENT AND PRIOR TO REMOVING LOW-PROFILE BARRICADES AND FREE ZONE BOUNDARY FENCES PLACED AS PART OF THE PROJECT, REMOVE ALL SNOW AND ICE FROM ALL PAVED SURFACES LOCATED WITHIN THE CONSTRUCTION FREE ZONES AND AROUND AIRFIELD GUIDANCE SIGNS AND LIGHTS, TO THE SATISFACTION OF THE CONTRACTING OFFICER AT NO ADDITIONAL COST TO THE GOVERNMENT. THE SNOW AND ICE REMOVAL PLAN MUST INCLUDE PROPOSED SNOW STOCKPILE LOCATIONS. COORDINATE THE PROPOSED LOCATIONS TO STOCKPILE SNOW WITH WSAAF OPERATION, PW ROADS AND GROUNDS PRIOR TO INCLUDING THE PROPOSED LOCATIONS ON THE PLAN. ALL STOCKPILED SNOW MUST REMAIN BELOW THE AIRSPACE SURFACES INDICATED ON SHEET GI103. COORDINATE WITH FORT DRUM ROADS AND GROUNDS FOR APPROVED DEICING AGENTS. ROAD SALT IS NOT PERMITTED AS A DEICING AGENT.
27. COORDINATE WITH THE DPW SOLID WASTE MANAGER PRIOR TO BEGINNING CONSTRUCTION OPERATIONS. ALL CONSTRUCTION AND DEMOLITION DEBRIS (C&D) WILL BE DISPOSED OF OFF GOVERNMENT PROPERTY IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL LAW AND REGULATIONS TO INCLUDE NYS 6 CCR 364 REQUIREMENTS FOR TRANSPORTATION OF MATERIALS AND NYS 6 CCR 360. REFER TO THE FT. DRUM CONSTRUCTION & DEMOLITION DEBRIS DOCUMENT ATTACHED TO SECTION 01 74 19 FOR ADDITIONAL REQUIREMENTS. APPLY THE MOST STRINGENT REQUIREMENT IN THE EVENT OF A CONFLICT AMONG THE LAWS, REGULATIONS OR REQUIREMENTS. RECORD ALL SOLID WASTE GENERATED, RECYCLED OR DISPOSED OF AS A RESULT OF PROJECT ACTIVITIES (INCLUDING ALL C&D DEBRIS).
RECORD WEIGHT FOR MATERIAL DISPOSED OF AT A PERMITTED FACILITY USING WEIGHT TICKETS. RECORD THE APPROXIMATE WEIGHT AND VOLUME FOR MATERIAL REUSED OR RECYCLED AS PART OF THIS PROJECT. DOCUMENT ALL SOLID WASTE GENERATED AS PART OF THIS PROJECT ON THE MONTHLY SOLID WASTE REPORT. SUBMIT THE MONTHLY SOLID WASTE REPORT TO THE GOVERNMENT AS PART OF THE MONTHLY INVOICE SUBMITTAL. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS FOR THE TRANSPORTATION AND DISPOSAL OF C&D WASTE AT NO ADDITIONAL COST TO THE GOVERNMENT.
28. ALL CONCRETE AND ASPHALT WASTE GENERATED ON THE PROJECT WILL BECOME THE PROPERTY OF THE CONTRACTOR. REMOVE CONCRETE AND ASPHALT WASTE FROM GOVERNMENT PROPERTY AT NO ADDITIONAL COST TO THE GOVERNMENT. RECYCLE METAL WASTE GENERATED FROM CONSTRUCTION ACTIVITIES AT A LOCATION OFF GOVERNMENT PROPERTY IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL LAWS AND REGULATIONS. THE CONTRACTOR MAY TEMPORARILY STORE METAL WASTE GENERATED FROM CONSTRUCTION ACTIVITIES IN A ROLL OFF DUMPSTER LOCATED IN THE CONTRACTOR'S STAGING AREA. IF ELECTING TO TEMPORARILY STORE THE METAL WASTE, THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH PROVIDING THE ROLL OFF DUMPSTER AND THE TRANSPORT OF THE METAL WASTE FROM THE CONSTRUCTION SITE TO THE ROLL OFF DUMPSTERS. PROVIDE WEIGHTS AND VOLUMES OF ALL DISPOSED WASTE, TO INCLUDE C&D AND RECYCLED MATERIAL, TO THE FT DRUM DPW ENVIRONMENTAL DIVISION AS PART OF THE MONTHLY SOLID WASTE REPORT. PROVIDE VOLUMES AND WEIGHTS SUPPORTED BY CERTIFIED WEIGHT TICKETS PROVIDED BY THE
LICENSED RECEIVING FACILITY.
29. THE INFORMATION PROVIDED IN THESE PLANS IS TO ASSIST THE CONTRACTOR IN ASSESSING THE NATURE AND EXTENT OF THE EXISTING CONDITIONS WHICH MAY BE ENCOUNTERED DURING THE COURSE OF WORK. LIMITED FIELD SURVEY WAS PERFORMED AND THE INFORMATION PROVIDED IS SUPPORTED VIA "AS-BUILT DATA". ALL LOCATIONS OF EXISTING UTILITIES SHOWN IN THE DRAWINGS ARE CONSIDERED APPROXIMATE AND MUST BE FIELD VERIFIED BY THE CONTRACTOR. EXISTING EDGES OF PAVEMENTS AND ALL PAVEMENT MARKINGS FOR TAXIWAYS BEYOND THE EXISTING RUNWAY 3-21 HOLD MARKINGS SHOWN ARE APPROXIMATE AND WERE DERIVED FROM EXISTING GIS BASEMAPPING AND AS-BUILT DATA PROVIDED BY THE GOVERNMENT.
30. THE CONTRACTOR MUST FIRST COORDINATE WITH FORT DRUM DEPARTMENT OF PUBLIC WORKS TO LOCATE AND IDENTIFY ALL EXISTING UTILITIES AT LOCATIONS THAT WILL BE TIED INTO OR AT LOCATIONS OF POTENTIAL CONFLICTS TO THE CONSTRUCTION OF FACILITIES SHOWN IN THESE PLANS. THE NECESSARY ELEVATIONS MUST BE OBTAINED AT THESE LOCATIONS TO DETERMINE THAT THE PROPER CLEARANCE BETWEEN NEW AND EXISTING INFRASTRUCTURE ARE OBTAINED. FIELD ADJUST PROPOSED UTILITIES WITH EXISTING UTILITIES TO MITIGATE CONFLICTS AT NO ADDITIONAL COST TO THE GOVERNMENT. THE COR AND FORT DRUM ENGINEERING MUST APPROVE FIELD ADJUSTMENTS PRIOR TO CONSTRUCTION. PROVIDE THE COR THE LOCATIONS AND ELEVATIONS OF POSSIBLE CONFLICTS IMMEDIATELY FOR REVIEW AND/OR RESOLUTION AND APPROVAL. THE CONTRACTOR MUST NOT ORDER ANY MATERIALS OR PROCEED WITH ANY ELEMENT OF WORK WHICH MAY BE AFFECTED BY POTENTIAL CONFLICTS UNTIL ALL CONFLICTS HAVE BEEN FIRST RESOLVED AND APPROVED FOR CONSTRUCTION BY THE COR. COORDINATE WITH THE COR TO HAVE A FORT DRUM REPRESENTATIVE ONSITE TO WITNESS ALL TEMPORARY AND PERMANENT UTILITY TIE-IN CONNECTIONS TO EXISTING FORT DRUM UTILITIES.
31. LOCATE HORIZONTAL AND VERTICAL LOCATIONS OF UTILITIES PRIOR TO PERFORMING EXCAVATION. LOCATE ALL EXISTING UTILITIES AND HAND DIG WITHIN FIVE (5) FEET OF ANY KNOWN OR SUSPECTED EXISTING UNDERGROUND UTILITIES. NEW UTILITIES INSTALLED MUST MAINTAIN A 1 FOOT OFFSET HORIZONTALLY AND VERTICALLY FROM EXISTING UTILITIES.
32. CONTRACTOR MUST MOBILIZE A CONCRETE BATCH PLANT AT THE LOCATION INDICATED ON THE DRAWINGS. THE CONTRACTOR MUST BATCH ALL AIRFIELD CONCRETE REQUIRED ON THE PROJECT USING THE CONTRACTOR'S ONSITE BATCH PLANT. THE PROPOSED CONTRACTOR BATCH PLANT STAGING AREA IS LOCATED ON GOVERNMENT PROPERTY. THE LIMITS SHOWN ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR ALL WORK AND COSTS REQUIRED TO PREPARE THE BATCH PLANT STAGING AREA PRIOR TO MOBILIZING EQUIPMENT. CONTRACTOR MUST COMPLY WITH ALL NYS DEC REQUIREMENTS.
EROSION AND SEDIMENT CONTROL DEVICES SHALL BE IN LINE WITH THE 2024 NYSDEC STORMWATER MANAGEMENT DESIGN MANUAL AND APPROVED BY OWNER PRIOR TO MOBILIZING EQUIPMENT.
CONTRACTOR MUST SUBMIT STORMWATER MANAGEMENT PLAN TO OWNER FOR APPROVAL PRIOR TO IMPLEMENTING. UTILITIES FOR THE BATCH PLANT STAGING AREA MUST BE ARRANGED FOR BY THE CONTRACTOR DIRECTLY WITH THE APPROPRIATE UTILITY AGENCY, CONTRACTING OFFICER AND FORT DRUM. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENCLOSE, SECURE, AND SET UP THEIR OPERATIONAL AREA. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH THE INSTALLATION, REMOVAL AND SITE RESTORATION FOR TEMPORARY UTILITY SERVICE FROM THE POINTS OF CONNECTION TO THE CONTRACTOR BATCH PLANT STAGING AREA. COORDINATE THE POINTS OF CONNECTIONS TO FORT DRUM UTILITIES WITH FORT DRUM ENGINEERING. FORT DRUM WILL PROVIDE TEMPORARY ELECTRICAL AND WATER SERVICE AT NO COST TO THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH PROVIDING PORTABLE SANITARY FACILITIES AT THE BATCH PLANT STAGING AREA. PRIOR TO INSTALLING TEMPORARY UTILITIES, INSTALL UTILITY GRADE METERS FOR ALL UTILITY SERVICES PROVIDED BY FORT DRUM AND AS REQUIRED BY THE UTILITY SERVICE OWNER OR UTILITY SERVICE PROVIDER. PROVIDE METER READINGS AS PART OF THE MONTHLY INVOICE SUBMITTAL TO THE COR AND FORT DRUM ENERGY MANAGER FOR FORT DRUM OWNED UTILITY SERVICES. PROVIDE A MINIMUM 48 HOURS NOTICE TO THE GOVERNMENT TO INSPECT ALL TEMPORARY UTILITY CONNECTIONS PRIOR TO ACTIVATING UTILITIES FOR USE.
33. CONTRACTOR IS NOT AUTHORIZED TO DEMOBILIZE THE CONCRETE BATCH PLANT UNTIL RECEIVING GOVERNMENT APPROVAL ON ALL AIRFIELD CONCRETE LOT SUBMITTALS. THE GOVERNMENT WILL PROVIDE NO CONSIDERATION ON CONTRACT EXTENSIONS OR COSTS ASSOCIATED WITH THE REQUIREMENTS TO REMOBILIZE AN ONSITE CONCRETE BATCH PLANT IN THE EVENT ADDITIONAL AIRFIELD PLACEMENT IS REQUIRED AND THE CONTRACTOR DEMOBILIZED THE ONSITE BATCH PLANT PRIOR TO RECEIVING FULL APPROVAL ON ALL CONCRETE LOT SUBMITTALS.
GENERAL NOTES:
1. CONDUCT ALL ACTIVITIES IN A SAFE MANNER. DEVELOP AN ACCIDENT PROTECTION PLAN (APP) AND APPOINT A SITE SAFETY AND HEALTH OFFICER (SSHO) IN ACCORDANCE WITH SPECIFICATION SECTION 01 35 26 WHO WILL TRAIN ALL WORKERS IN ACCORDANCE WITH THE APPROVED APP PLAN. COMPLETE RECURRING SAFETY TRAINING THROUGHOUT THE DURATION OF THE PROJECT. THE GOVERNMENT CAN DIRECT A STOPPAGE OF WORK IF NOTICED OF WORK BEING CONDUCTED IN AN UNSAFE MANNER.
2. A CONSTRUCTION FREE ZONE ON THIS PROJECT IS DEFINED AS A WORK ZONE WITH THE BOUNDARIES DEFINED BY THE PLACEMENT OF THE REQUIRED CONSTRUCTION CONTROL DEVICES INDICATED ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE PROCUREMENT, MAINTENANCE AND INSTALLATION OF ALL CONSTRUCTION CONTROL DEVICES REQUIRED TO ESTABLISH THE CONSTRUCTION FREE ZONE. CONTRACTOR PERSONNEL ARE AUTHORIZED UNRESTRICTED MOVEMENT WITHIN THE DEFINED CONSTRUCTION FREE ZONE ONCE ALL CONSTRUCTION CONTROL DEVICES ARE INSTALLED TO MATCH THE CONSTRUCTION SAFETY AND PHASING PLAN. THE CONTRACTOR, SUBCONTRACTORS, AND OTHER PERSONNEL ARE REQUIRED TO STAY WITHIN THE DEFINED CONSTRUCTION FREE ZONE LIMITS.
THE CONTRACTOR MUST CONTROL ACCESS TO THE CONSTRUCTION FREE ZONE USING AN ENTRY AUTHORIZATION LIST AND CHECKING IDENTIFICATION CARDS.
3. SEPARATE WORK AREAS FROM TRAVEL LANES WITH THE APPROPRIATE TRAFFIC CONTROL DEVICES AND MEASURES. INSTALLATION OF ALL SIGNS, TEMPORARY FENCING, BARRICADES, AND OTHER MEASURES MUST BE APPROVED BY THE WSAAF PROJECT MANAGER AND AIRFIELD MANAGEMENT PRIOR TO COMMENCING ANY WORK.
4. THE WSAAF WILL REMAIN OPERATIONAL DURING CONSTRUCTION. AIRCRAFT WILL HAVE THE RIGHT OF WAY AT ALL TIMES. DO NOT TRAVEL ON ANY ACTIVE AIRFIELD PAVEMENT SURFACES UNLESS PREVIOUSLY APPROVED AND COORDINATED WITH THE COR, THE WSAAF PROJECT MANAGER, AND AIRFIELD MANAGEMENT.
5. THE PROJECT AREAS ARE LOCATED NEAR ACTIVE TAXIWAYS AND RUNWAYS. ALL CONSTRUCTION ACTIVITIES MUST BE CONDUCTED IN A MANNER ACCEPTABLE TO THE COR, THE WSAAF PROJECT MANAGER, AND AIRFIELD MANAGEMENT TO PROVIDE ACCEPTABLE LEVELS OF SAFETY FOR ALL BASE AIRFIELD OPERATIONS AND CONTRACTOR PERSONNEL.
6. PRIOR TO OPENING ANY AIRFIELD PAVEMENT AREAS, REMOVE ALL MATERIALS AND FOREIGN OBJECT DEBRIS FROM THE PAVEMENT SURFACES. ONCE THE PAVEMENTS ARE CLEARED FOR AIRCRAFT OPERATIONS BY WSAAF AIRFIELD MANAGEMENT REPRESENTATIVE, REMOVE ALL BARRICADES AND OTHER TRAFFIC CONTROL DEVICES TO ALLOW REOPENING OF THE PAVEMENT.
7. REPAINT ANY MARKINGS THAT ARE DAMAGED BY THE CONTRACTOR DURING THEIR CONSTRUCTION OPERATIONS.
8. STAGE ALL VEHICLES, EQUIPMENT, AND MATERIAL STOCKPILES WITHIN THE APPROVED STAGING AREA. DURING PHASE 1, TEMPORARILY STORE ALL EQUIPMENT REQUIRED TO COMPLETE THE WORK ACTIVITY BEING COMPLETED ON THE AIRFIELD IN A SINGLE LOCATION AT THE END OF EACH WORK DAY IN THE "MUSTER POINT" LOCATIONS INDICATED ON THE DRAWINGS. THE MUSTER POINT LOCATIONS ARE APPROXIMATE, ADJUST THE LOCATION THROUGHOUT CONSTRUCTION TO THE SATISFACTION OF THE WSAAF MANAGER. ALL STAGED EQUIPMENT MUST REMAIN BELOW THE AIRSPACE SURFACES INDICATED ON SHEET GI103. THE TERM "TEMPORARY" IS DEFINED AS ANY PERIOD NOT EXCEEDING 72 CONSECUTIVE HOURS OF NON-USE. ANY EQUIPMENT NOT USED FOR CONSTRUCTION FOR MORE THAN 72 CONSECUTIVE HOURS MUST BE RETURNED TO THE CONTRACTOR'S STAGING AREA. ALL TEMPORARILY STAGED EQUIPMENT MUST BE SECURED AGAINST JET BLAST, PROP WASH, AND HIGH WINDS TO PREVENT FOREIGN OBJECT DEBRIS. DURING NON-WORKING HOURS OR PERIODS OF LOW VISIBILITY, ALL TEMPORARILY STAGED EQUIPMENT MUST BE MARKED WITH APPROPRIATE BARRICADES AND RED HAZARD LIGHTING. ALL MAJOR STAGED EQUIPMENT MUST DISPLAY A VISIBLE, CURRENT CONTRACTOR EMERGENCY CONTACT NUMBER FOR IMMEDIATE ACCESS AND REMOVAL. THE AIRPORT RESERVES THE RIGHT TO REMOVE AND RELOCATE ANY NON-COMPLIANT EQUIPMENT AT THE CONTRACTOR'S EXPENSE.
9. INTERRUPTION OF EXISTING AIRFIELD LIGHTING SYSTEMS IS NOT PERMITTED, EXCEPT FOR LOCATIONS WITHIN THE PROJECT AREA AS SHOWN ON THE DRAWINGS. ALL AIRFIELD LIGHTING CIRCUITS AFFECTED BY THIS PROJECT MUST BE TEMPORARILY MAINTAINED BY THE CONTRACTOR DURING OPERATIONAL PERIODS AND COORDINATED THROUGH THE PROJECT REPRESENTATIVE. IMMEDIATELY REPLACE ANY AIRFIELD SIGNS AND LIGHTS DAMAGED AS A RESULT OF THE CONTRACTOR'S ACTIVITIES, AT THE CONTRACTOR'S EXPENSE.
10. AIRFIELD LIGHTS MUST BE OPERATIONAL EVERY NIGHT DURING ALL PHASES UNLESS A SPECIFIC OUTAGE HAS BEEN GRANTED BY WSAAF AIRFIELD MANAGEMENT. SUBMIT IN WRITING AN OUTAGE REQUEST TO THE AIRFIELD MANAGER WITH DETAILED INFORMATION ON WHICH SPECIFIC LIGHTS WILL BE OUT OF SERVICE, WHEN OUTAGES WILL BEGIN, WHEN SERVICE WILL BE RESTORED, WHAT WORK WILL BE ACCOMPLISHED DURING THE OUTAGE, WHETHER ALL MATERIAL IS ON SITE, AND AN EMERGENCY CONTINGENCY PLAN IF SERVICE CANNOT BE RESTORED AS PLANNED. SUBMIT THE OUTAGE REQUEST A MINIMUM OF 28 CALENDAR DAYS PRIOR TO THE REQUESTED START DATE. THE AIRFIELD MANAGER WILL ISSUE A WRITTEN OUTAGE APPROVAL TO THE CONTRACTOR WITH ANY SPECIFIC CONDITIONS, WHICH
THE CONTRACTOR MUST FOLLOW DURING THE EXECUTION OF THE OUTAGE.
11. COMPLY WITH ALL REQUIREMENTS OF THE WSAAF, THE USACE EM 385-1-1 AND THE WSAAF AIRFIELD, SAFETY, AND OPERATIONS REGULATIONS. DESIGNATE TO THE WSAAF PROJECT MANAGER IN WRITING THE NAME OF ITS CONTRACTOR SECURITY COORDINATOR (CSC). THE CSC MUST REPRESENT THE CONTRACTOR ON THE SECURITY REQUIREMENTS FOR THE CONTRACT INCLUDING COORDINATING ALL ASPECTS NECESSARY TO BADGE CONTRACTOR AND SUBCONTRACTOR PERSONNEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FAMILIARIZE THEMSELVES WITH THE VARIOUS ASPECTS OF THE WSAAF
SECURITY REQUIREMENTS.
12. THE CSC SHALL BE RESPONSIBLE FOR BRIEFING ALL CONTRACTOR AND SUBCONTRACTOR PERSONNEL ON THESE REQUIREMENTS AND PROVISIONS ADOPTED BY WSAAF.
13. PROVIDE THE WSAAF MANAGER AND COR WITH ALL INFORMATION REQUIRED TO PROCESS THE FAA FORM 7460-1 A MINIMUM OF 75 DAYS PRIOR TO CONSTRUCTION, IF REQUIRED. CONSTRUCTION CANNOT
BEGIN WITHOUT THE APPROVAL OF THE FORM 7460-1.
14. PROVIDE ESCORTS THROUGHOUT THE DURATION OF THE PROJECT TO SAFELY CONTROL THE MOVEMENT OF CONSTRUCTION VEHICLES AND PERSONNEL FROM THE AIRFIELD GATE TO THE PROJECT FREE ZONES. THE ESCORT MUST SAFELY LEAD ALL CONSTRUCTION VEHICLES AND PERSONNEL ACROSS THE AIRFIELD PAVEMENT TO THE PROJECT FREE ZONE.
15. ALL CONSTRUCTION VEHICLES MOVEMENT ON THE AIRFIELD MUST BE IN ACCORDANCE WITH WSAAF REQUIREMENTS. MAINTAIN CONSTANT RADIO CONTACT WITH THE ATCT AT ALL TIMES. OBSERVE PROPER RADIO PROCEDURES, AS REQUIRED BY THE CONTRACTING OFFICER, WHEN OPERATING WITHIN RADIO CONTROLLED AREAS OF THE AIRFIELD. NO PERSONNEL OR EQUIPMENT WILL BE ALLOWED IN THE CONTROLLED ZONES OF THE AIRFIELD UNTIL RADIO CONTACT HAS BEEN MADE WITH THE ATCT AND PERMISSION IS GRANTED BY THE ATCT.
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .