Seaway Drawing set 20230615.pdf
PDF 33 MB Posted
- Attached to
- Seaway Engineered Landfill Cap Construction Federal contract opportunity
- Solicitation number
- W912P423B0008
About this file
This file provides details on a federal solicitation for construction services. The solicitation number is W912P423B0008 and seeks offers for the Seaway Engineered Landfill Cap Construction project through the Department of the Army Corps of Engineers Engineering District Buffalo. The related file is a 33MB PDF drawing set dated June 15, 2022 that contains project design specifications. Interested parties should review both files for requirements and technical details to develop responses for this opportunity, with responses due based on standard proposal timelines set by the issuing agency.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W912P423B0008 0002_Seaway Engineered Landfill Cap.pdf | ||
| WD NY20230008 6-30-2023.pdf | ||
| W912P423B0008 0001_Seaway Engineered Landfill Cap.pdf | ||
| Sign In_Pre-Bid Site Visit_Seaway Landfill_116168_29JUN2023.pdf | ||
| Previous Question-Answer from Canceled Seaway Engineered Landfill Cap RFP.pdf | ||
| W912P423B0008_Seaway Engineered Landfill Cap (front end).pdf | ||
| DB WD.pdf | ||
| Seaway Specifications 20220615.pdf |
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Text version
NOTE: ALL PLAN SHEETS MUST BE PRINTED IN COLOR
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®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
LOCATION MAP
NOT TO SCALE
VICINITY MAP
NOT TO SCALE
N
APPROXIMATE SCALE
0 0.5 MILE
LOCATION
SITE
LONG.: 78 55'16.7"W
LAT.: 42 59'54.9"N
SITE LOCATION
of Engineers
US Army Corps
ISSUE DATE:
Riv er
Ro ad
Nia gar a R ive r
R iv er R oa d
Ea st R ive r R oad
N ia ga ra R iv er
C O
V E
R S
H E
E T
G-001
BUFFALO DISTRICT
MARCH 2023
PROGRAM (FUSRAP) SITE, TONAWANDA, NEW YORK
SEAWAY FORMERLY UTILIZED SITES REMEDIAL ACTION
* - COORDINATE GEOMETRY
S-501
CU-501
CU-101
CP-501
CG-606
CG-605
CG-604
CG-603
CG-602
CG-601
CG-507
CG-506
CG-505
CG-504
CG-503
CG-502
CG-501
CG-304
CG-303
CG-302
CG-301
CG-106
CG-105
CG-104
CG-103
CG-102
CG-101
CS-501
CS-101
CD-101
V-101
G-002
G-001
STRUCTURAL DETAILS
GAS VENTING SYSTEM DETAILS
GAS VENTING SYSTEM PLAN
ROAD DETAILS
COGO* POINT TABLES FOR FINISH GRADE
COGO* POINTS FOR FINISH GRADE
COGO* POINT TABLES FOR RADON ATTENUATION LAYER
COGO* POINTS FOR RADON ATTENUATION LAYER
COGO* POINT TABLES FOR SUBGRADE
COGO* POINTS FOR SUBGRADE
STORMWATER MANAGEMENT DETAILS
STORMWATER MANAGEMENT DETAILS
STORMWATER MANAGEMENT DETAILS
TEMPORARY STORMWATER MANAGEMENT DETAILS
ENGINEERED CAP TERMINATION DETAILS
ENGINEERED CAP TIE-IN DETAILS
ENGINEERED CAP DETAILS
SITE CROSS SECTIONS
SITE CROSS SECTIONS
SITE CROSS SECTIONS
SITE CROSS SECTIONS
STORMWATER MANAGEMENT PLAN
TEMPORARY STORMWATER MANAGEMENT PLAN
CUT/FILL PLAN
FINISH GRADE PLAN
TOP OF RADON ATTENUATION LAYER PLAN
SUBGRADE PLAN
MANHOLE EXTENSION DETAILS
SITE PLAN
DEMOLITION PLAN
EXISTING CONDITIONS PLAN
GENERAL NOTES
COVER SHEET
CERTIFIED FINAL - RTA
ENGINEERED CAP
ALTER THIS DOCUMENT IN ANY WAY.
LICENSED PROFESSIONAL ENGINEER, TO
ACTING UNDER THE DIRECTION OF A
ANY PERSON, UNLESS HE OR SHE IS
145 OF NEW YORK EDUCATION LAW FOR
WARNING: IT IS A VIOLATION OF ARTICLE SOLICITATION NO. W912P423B0008
LIST OF DRAWINGS
NOTE: ALL PLAN SHEETS MUST BE PRINTED IN COLOR
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REFERENCE BUBBLE EXPLANATION
DETAIL CALLOUT EXPLANATION
X-###
X#
G-002
G E
N E
R A
L N
O T
E S
SHEET NUMBER
TYPICAL SECTION NUMBER
TYPICAL DETAIL NUMBER
DETAIL SHEET NUMBER LOCATION
S E
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V
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U E T
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R E
E F
E L L
IN
G A
C T
IV
IT
Y
CP #4
AREA A
AREA B
AREA C
C L F
C L F
CLF
CLF
CLF
CLF
CONC.
DRI
VE
CONC. DRIVE
WALL
WALL
STONE ROAD
DEBRIS PILE
CONC. SLAB
DEBRIS PILE
CONC. SLAB
ASPHALT ROAD
RIP RAP
R
IP
R
AP
RIP RAP
STONE ROAD
STONE ROAD
S
TO
N E
R
O A
DCONC.
RIP RAP
RIP RAP
RIP
RAP
CONC.
R
IP
P
P
CONC.
CONC.
CONC.
STONE ROAD
CONC.
CONC.
STONE ROAD
STONE ROAD
RIP RAP
RIP RAP
P
R
IP
R
A P
P
STONE
ROAD
STONE R
OAD
STONE ROAD
S T
O N
E
O
A D
P
R
IP
R
AP
S T
O
A D
S
TO
N E
R
O
AD
STO
N E
RO
AD
STONE
ROAD
STONE ROAD
B R
U S
H
IN
E
B R
U
E
BRUSH LINE
STONE ROAD STONE ROAD
R
IP
R
A P
R
IP
R
A P
R
IP
R
A P
GP
CONC.
S
TO
N E
R
O
AD
RIP RAP
STONE ROAD
STONE ROAD STONE ROAD
RIP RAP RIP RAP
P
S T
O
A D
P
STONE ROAD
RIP RAP
C L F
C L F
CLF
CLF
CLF
CLF
CONC.
DRI
VE
CONC. DRIVE
WALL
WALL
STONE ROAD
DEBRIS PILE
CONC. SLAB
DEBRIS PILE
CONC. SLAB
ASPHALT ROAD
RIP RAP
R
IP
R
AP
RIP RAP
STONE ROAD
STONE ROAD
S
TO
N E
R
O A
DCONC.
RIP RAP
RIP RAP
RIP
RAP
CONC.
P
P
CONC.
CONC.
CONC.
STONE ROAD
CONC.
CONC.
STONE ROAD
STONE ROAD
RIP RAP
RIP RAP
P
R
IP
R
A P
P
STONE
ROAD
STONE R
OAD
STONE ROAD
S T
O
A D
P
R
IP
R
AP
S T
O
A D
S
TO
N E
R
O
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STO
N E
RO
AD
STONE
ROAD
STONE ROAD
B R
U
E
B R
U
E
BRUSH LINE
STONE ROAD STONE ROAD
R
IP
R
A P
R
IP
R
A P
R
IP
R
A P
RIP RAP
STONE ROAD
STONE ROAD STONE ROAD
RIP RAP RIP RAP
P
P
STONE ROAD
RIP RAP
RIP-RAP
ROCK
CONC.
CONC.
STONE ROAD
RIP-RAP
STONE ROAD
RIP-RAP
STONE ROAD
RIP-RAP
STONE ROAD
RIP-RAP
RIP-RAP
STONE ROAD
RIP-RAP
STONE ROAD
RIP-RAP
STONE ROAD
RIP-RAP
STONE ROAD
GPGP GPGP
PS#1
PS#2
D
IT
C H
R
ID
G
E
R
ID
E
GRADE BREAKS
GRADE B
REAK
GRADE BREAK
GRADE B
REAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
INV=584.92
18"CMP
INV=587.45
18"CMP
INV=595.43
12"HDPE
INV=605.35
12"HDPE
INV=587.65
12"PVC
INV=587.49
12"PVC
N
N
N
N
N
N
N
E 1056500 E 1057000
E 1057500
E 1058000
E 1059000
N
N
N
N
N
N
E 1057500
E 1058000
E 1058500
E 1059000
E 1057000
D
IT
C H
D
IT
C H
R
ID
E
R
ID
E
GRADE BREAKS
GRADE B
REAK
GRADE BREAK
GRADE B
REAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
S T
INV=606.74
12"CMP
INV=586.60
12"CIP
INV=587.50
12"CIP
= 589.47
INV 24"RCP
NOTE: ALL PLAN SHEETS MUST BE PRINTED IN COLOR
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SHEET ID
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W-15W-14D
MH #1373MH #663
MH #188
MH #1417
MH #1473
MH #1231
MH #2383
MH #457
MH #414
GDH/B-3
W-9A
W-11
B-7 B-9
B-1
B-5
B-2
B-4
B-8
B-6
B-6
B-3
B-10
B-11
B-12
B-13
B-14
B-15
B-16
B-17A
B-17B
R
IP
R
A P
N
100' 200'0
V-101
B-5
GDH/B-3
W-9A
LEGEND
PS#1
GENERAL SHEET NOTES:
E X
IS
T
IN
G C
O N
D
IT
IO
N S P
L A
N
LINING INV. 585.1
END OF 30" SLIP
LINING INV. 580.9
END OF 30" SLIP
PERIMETER ROAD
ACCESS ROAD
ACCESS ROAD
BENCH (TYP.)
EXISTING DRAINAGE
PERIMETER ROAD
LANDFILL FINAL COVER
LIMITS OF EXISTING
LANDFILL FINAL COVER
LIMITS OF EXISTING
LANDFILL FINAL COVER
LIMITS OF EXISTING
EXISTING POLE
TEMPORARY GAS PROBE
SURVEY CONTROL POINT
CULVERT
SOIL BORING
MANHOLE/VAULT
NATIONAL FUEL GAS TONAWANDA PIPELINE
VERIZON BURIED LINE
SEWER LINE
UTILITY POLE
PROPERTY BOUNDARY
HYDRANT
STORM WATER CULVERT
VEGETATION/BRUSH LINE
MONITORING WELL
FINAL COVER AREA
APPROXIMATE EXISTING LANDFILL
PUMPSTATION
AREA OF FUSRAP CONTAMINATION (REMEDIAL INVESTIGATION, 1993)
AREA OF FUSRAP CONTAMINATION (SAIC, 2001)
LEACHATE COLLECTION PIPE (APPROXIMATE LOCATION)
WITH 30" SLIP LINING
CONCRETE CULVERT
EXISTING 48"
COLLECTION MANHOLE
EXISTING LEACHATE
APPROXIMATE EXISTING CUT-OFF WALL
CUT-OFF WALL
APPROXIMATE EXISTING
EXISTING SURFACE WATER FLOW AND DIRECTION
EXISTING RIPRAP
EXISTING ASPHALT PAVING
EXISTING CONCRETE PAVING
EXISTING STONE DRIVE
(APPROXIMATE-SEE NOTE 4).
LEACHATE COLLECTION FORCEMAIN
B-15
SHELBY TUBE
LEACHATE COLLECTION FORCEMAIN (APPROXIMATE LOCATION)
MANHOLES IS UNKNOWN
ALIGNMENT OF PIPES BETWEEN
MANHOLES IS UNKNOWN
ALIGNMENT OF PIPES BETWEEN
S E
P
R E
V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M D
T
5. NO EXISTING SIGNS OR BARRICADES FOR RADIOACTIVE WORK ARE PRESENT ON SITE.
DRAWINGS. ACTUAL LOCATIONS ARE UNKNOWN.
4. THE LEACHATE COLLECTION FORCEMAIN LINES ARE INTERPRETED LOCATIONS BASED ON HISTORICAL
AND ADDENDUM ARE PROVIDED BY THE GOVERNMENT UNDER SEPARATE COVER.
3. SOIL BORING LOCATIONS ARE SURVEYED BY FRANDINA, JULY 16, 2021. THE FIELD INVESTIGATION REPORT
HORIZONTAL DATUM = NAD83 (2011), NEW YORK STATE PLANE, ZONE 3103, U.S. SURVEY FEET.
SURVEYING, PC. DATES OF SURVEY: 6-10-2021, 7-14-2021, AND 10-18-2021. VERTICAL DATUM = NAVD88.
2. TOPOGRAPHIC MAP INSIDE SURVEY BOUNDARY PERFORMED BY FRANDINA ENGINEERING AND LAND
FROM ORTHOS.DHSES.NY.GOV). YEAR OF SURVEY: 2019.
1. TOPOGRAPHIC CONTOURS FROM NEW YORK STATE LIDAR SURVEY, NYS GIS PROGRAM OFFICE (ACCESSED
C L F
C L F
CLF
CLF
CLF
CLF
CONC.
DRI
VE
CONC. DRIVE
WALL
WALL
STONE ROAD
DEBRIS PILE
CONC. SLAB
DEBRIS PILE
CONC. SLAB
ASPHALT ROAD
RIP RAP
R
IP
R
AP
RIP RAP
STONE ROAD
STONE ROAD
S
TO
N E
R
O A
DCONC.
RIP RAP
RIP RAP
RIP
RAP
CONC.
P
P
CONC.
CONC.
CONC.
STONE ROAD
CONC.
CONC.
STONE ROAD
STONE ROAD
RIP RAP
RIP RAP
P
R
IP
R
A P
P
STONE
ROAD
STONE R
OAD
STONE ROAD
S T
O
A D
P
R
IP
R
AP
S T
O
A D
S
TO
N E
R
O
AD
STO
N E
RO
AD
STONE
ROAD
STONE ROAD
B R
U
E
B R
U
E
BRUSH LINE
STONE ROAD STONE ROAD
R
IP
R
A P
R
IP
R
A P
R
IP
R
A P
UP NG477-6R
UP NG 4777-5R
UP
GP
UP NG 4777-5R
CONC.
S
TO
N E
R
O
AD
UP
RIP RAP
STONE ROAD
STONE ROAD STONE ROAD
RIP RAP RIP RAP
P
S T
O
A D
P
STONE ROAD
RIP RAP
D
IT
C H
R
ID
E
R
ID
E
GRADE BREAKS
GRADE B
REAK
GRADE BREAK
GRADE B
REAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
INV=584.92
18"CMP
INV=587.45
18"CMP
INV=595.43
12"HDPE
INV=605.35
12"HDPE
INV=587.65
12"PVC
INV=587.49
12"PVC
N
N
N
N
N
N
N
E 1059000
N
E 1057500
E 1058000
E 1058500
E 1059000
E 1057000
C L F
C L F
CLF
CLF
CLF
CLF
UP NG 4777-5R
UP
CONC.
DRI
VE
CONC. DRIVE
WALL
WALL
STONE ROAD
DEBRIS PILE
CONC. SLAB
DEBRIS PILE
CONC. SLAB
ASPHALT ROAD
RIP RAP
R
IP
R
AP
RIP RAP
STONE ROAD
STONE ROAD
S
TO
N E
R
O A
DCONC.
RIP RAP
RIP RAP
RIP
RAP
CONC.
P
P
CONC.
CONC.
CONC.
STONE ROAD
CONC.
CONC.
STONE ROAD
STONE ROAD
RIP RAP
RIP RAP
P
R
IP
R
A P
P
STONE
ROAD
STONE R
OAD
STONE ROAD
S T
O
A D
P
R
IP
R
AP
S T
O
A D
S
TO
N E
R
O
AD
STO
N E
RO
AD
STONE
ROAD
STONE ROAD
B R
U
E
B R
U
E
BRUSH LINE
STONE ROAD STONE ROAD
R
IP
R
A P
R
IP
R
A P
R
IP
R
A P
UP
RIP RAP
STONE ROAD
STONE ROAD STONE ROAD
RIP RAP RIP RAP
P
P
STONE ROAD
RIP RAP
D
IT
C H
D
IT
C H
R
ID
E
R
ID
E
GRADE BREAKS
GRADE B
REAK
GRADE BREAK
GRADE B
REAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
RIP-RAP
ROCK
CONC.
CONC.
STONE ROAD
RIP-RAP
STONE ROAD
RIP-RAP
STONE ROAD
RIP-RAP
STONE ROAD
RIP-RAP
RIP-RAP
STONE ROAD
RIP-RAP
STONE ROAD
RIP-RAP
STONE ROAD
RIP-RAP
STONE ROAD
S T
GPGP
INV=587.50
12"CIP
= 589.47
INV 24"RCP
NOTE: ALL PLAN SHEETS MUST BE PRINTED IN COLOR
B
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D
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F
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B M
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D B
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K E
D B
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D R
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N B
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D E
S
IG
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D B
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C O
N T
R A
C T N
O
S O
L
IC
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A T
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N N
O
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U E D
A T
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S
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M A
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D E
S C
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N D
A T
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SHEET ID
B U
F F
A L
O D
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T R
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B U
F F
A L
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K
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D -C
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K F
D B
A M
A N
S
ID
CERTIFIED FINAL - RTA
E N
G
IN
E E
R E
D C
A P
T O
N A
W A
N D
A
N E
W Y
O R
K
A C
T
IO
N P
R O
G R
A M F
U S
R A
P S
IT
E
S E
A W
A Y F
O R
M E
R L
Y U
T
IL
IZ
E D S
IT
E S R
E M
E D
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
W-15W-14D
MH #1373MH #663
MH #188
MH #1417
MH #1473
MH #1231
MH #2383
MH #457
MH #414
GDH/B-3
W-9A
W-11
B-7 B-9
B-1
B-5
B-2
B-4
B-8
B-6
PS#1
PS#2
B-6
B-3
B-10
B-11
B-12
B-13
B-14
B-15
B-16
B-17A
B-17B
N
100' 200'0
CD-101
D E
M O
L
IT
IO
N P
L A
N
AREA C
AREA B
AREA A
CP #4
B-5
GDH/B-3
W-9A
LEGEND
PS#1
GENERAL SHEET NOTES:
PERIMETER ROAD
PERIMETER ROAD
LANDFILL FINAL COVER
LIMITS OF EXISTING
ACCESS ROAD
LANDFILL FINAL COVER
LIMITS OF EXISTING
ACCESS ROAD
LANDFILL FINAL COVER
LIMITS OF EXISTING
BENCH (TYP.)
EXISTING DRAINAGE
WITH 30" SLIP LINING
CONCRETE CULVERT
EXISTING 48"
LINING INV. 585.1
END OF 30" SLIP
LINING INV. 580.9
END OF 30" SLIP
POLE
EXISTING
TEMPORARY GAS PROBE
SURVEY CONTROL POINT
CULVERT
SOIL BORING
MANHOLE/VAULT
NATIONAL FUEL GAS TONAWANDA PIPELINE
VERIZON BURIED LINE
SEWER LINE
UTILITY POLE
PROPERTY BOUNDARY
HYDRANT
STORM WATER CULVERT
VEGETATION/BRUSH LINE
MONITORING WELL
FINAL COVER AREA
APPROXIMATE EXISTING LANDFILL
PUMPSTATION
AREA OF FUSRAP CONTAMINATION (REMEDIAL INVESTIGATION, 1993)
AREA OF FUSRAP CONTAMINATION (SAIC, 2001)
LEACHATE COLLECTION PIPE (APPROXIMATE LOCATION)
EXISTING MANHOLE
PROTECT
EXISTING MANHOLE
PROTECT
APPROXIMATE EXISTING CUT-OFF WALL
CUT-OFF WALL
APPROXIMATE EXISTING
(OUTSIDE THE CAPPING LIMITS) TO AVOID CONTAMINATION.
RIPRAP MUST BE STOCKPILED IN CLEAN AREAS OF THE SITE
NEEDED TO CONSTRUCT TIE-IN AS SHOWN IN THE TIE-IN DETAILS.
REMOVE, STOCKPILE, AND REUSE EXISTING RIPRAP ONLY AS
AREA OF CONCRETE REMOVAL
B-15 SHELBY TUBE
(APPROXIMATE - SEE NOTE 5)
LEACHATE COLLECTION FORCEMAIN
LEACHATE COLLECTION FORCEMAIN (APPROXIMATE LOCATION)
OF SUBGRADE. KEEP EACH CUT SECTION AT LEAST 5 FEET APART.
LARGER THAN 12 INCHES, AND BURY A MINIMUM OF 2 FEET BELOW TOP
REMOVE THE BURIED PORTION OF THE POLE, CUT INTO LENGTHS NO
CUT POLE AT GRADE, DISPOSE OF ABOVE GRADE PORTION OFF-SITE.
AND BURY MINIMUM 2 FEET BELOW TOP OF SUBGRADE.
TEMPORARY GAS PROBES MUST BE REMOVED BY THE CONTRACTOR
DEMOLITION NOTES: SEE SPECIFICATION SECTION 02 41 00 AND 31 11 00
DEMOLITION NOTE 5)
WITHIN CLEAN AREAS OF THE SITE (SEE
IS COMPLETE. RIP RAP MUST BE STOCKPILED
TIE-IN. REPLACE RIP RAP ONCE FINISH GRADING
CONSTRUCT THE CAP ANCHOR TRENCH AND
GRADING ACTIVITIES ONLY AS NEEDED TO
REMOVE RIPRAP FROM CHANNEL DURING
SPECIFICATIONS.
AND SPREAD ON SITE IN ACCORDANCE WITH THE
SITE. BELOW GRADE MATERIAL MUST BE GROUND OR CHIPPED
WOODY MATERIAL. NO BELOW GRADE MATERIAL WILL LEAVE THE
INERT DEBRIS MAY NOT INCLUDE: ABOVE GRADE ORGANIC AND
BE BROKEN UP TO MEET THIS 12-IN SIZE.
EXISTING CONCRETE SLABS AND WALLS IN AREAS OF CUT MUST
WOODY MATERIAL, SOIL, AGGREGATE FILL, SLAG AND FLY ASH, AND COBBLES.
INERT DEBRIS MAY INCLUDE: ASPHALT, CONCRETE, BRICKS, BELOW GRADE ORGANIC AND
SIZE.
GREATER THAN 12-IN IN ANY DIMENSION MUST BE BROKEN UP TO MEET THE REQUIRED
THE MAXIMUM ALLOWABLE PARTICLE SIZE IS 12-IN IN ANY DIMENSION. PARTICLES
BELOW TOP OF SUBGRADE.
MOVE INERT DEBRIS IN EXISTING STOCKPILES TO FILL AREA AND BURY A MIN. OF 2-FT
NO CHIPPING OF ABOVE GRADE MATERIAL IS PERMITTED WITHIN THE LIMITS OF THE CAP.
NOT EXCEED 12 INCHES IN THICKNESS IN PLACE.
GROUND MUST BE SPREAD WITHIN THE LIMITS OF THE PROPOSED CAP AREA AND MUST
ALL VEGETATIVE MATERIAL WITHIN 6-IN OF THE ORIGINAL GROUND SURFACE AND BELOW
SURFACE OR BELOW MAY LEAVE THE SITE.
BE GROUND AND REMAIN ON SITE. NO MATERIALS WITHIN 6-IN OF THE ORIGINAL GROUND
AREA AND DISPOSED OFF-SITE. BRUSH BELOW GRADE AND WITHIN 6-IN OF GRADE MUST
GRADE AND HIGHER MUST BE REMOVED AND STOCKPILED OUTSIDE OF THE SUBGRADE
REMOVE ALL BRUSH IN THE PROPOSED CAP AREA. ALL BRUSH MATERIAL 6-IN ABOVE
OF THE CAP.
NO GRINDING OR CHIPPING OF ABOVE GRADE MATERIAL IS PERMITTED WITHIN THE LIMITS
NOT EXCEED 12 INCHES IN THICKNESS IN PLACE. SEE GENERAL NOTE 7.
GROUND MUST BE SPREAD WITHIN THE LIMITS OF THE PROPOSED CAP AREA AND MUST
ALL VEGETATIVE MATERIAL WITHIN 6-IN OF THE ORIGINAL GROUND SURFACE AND BELOW
LIMITS OF THE LEACHATE COLLECTION SYSTEM.
MATERIALS WITHIN 6-IN OF THE ORIGINAL GROUND SURFACE OR BELOW MAY LEAVE THE
BE GROUND AND REMAIN WITHIN THE LIMITS OF THE LEACHATE COLLECTION SYSTEM. NO
AREA AND DISPOSED OFF-SITE. STUMPS BELOW GRADE AND WITHIN 6-IN OF GRADE MUST
GRADE AND HIGHER MUST BE REMOVED AND STOCKPILED OUTSIDE OF THE SUBGRADE
CLEAR AND GRUB ALL TREES IN THE PROPOSED CAP AREA. ALL SECTIONS 6-IN ABOVE
M A
R
R
E V
IS
E D D
U E T
O T
R E
E F
E L L
IN
G A
C T
IV
IT
Y
AND DISPOSE REMAINING MATERIALS PER THESE NOTES AND SPECIFICATIONS.
7. EXISTING TREES ON SITE WERE CUT DOWN ON 8 MARCH 2023. CONTRACTOR IS RESPONSIBLE TO CHIP
LEAVING THE PROPOSED CAP BOUNDARIES.
LIMITS OF THE ENGINEERED CAP. CONTRACTOR MUST PREVENT CONTAMINATED MATERIAL FROM
6. NO EXISTING MATERIALS 6 INCHES ABOVE EXISTING GROUND SURFACE OR BELOW MAY LEAVE THE
DRAWINGS. ACTUAL LOCATIONS ARE UNKNOWN.
5. THE LEACHATE COLLECTION FORCEMAIN LINES ARE INTERPRETED LOCATIONS BASED ON HISTORICAL
CONSTRUCTION FACILITIES AND CONTROLS SPECIFICATIONS, SECTION 01 50 00 - DUST CONTROL.
4. ACTIVITIES RELATED TO CLEARING AND GRUBBING MUST ADHERE TO THE TEMPORARY
REPORT AND ADDENDUM ARE PROVIDED BY THE GOVERNMENT UNDER SEPARATE COVER.
3. SOIL BORING LOCATIONS ARE SURVEYED BY FRANDINA, JULY 16, 2021. THE FIELD INVESTIGATION
HORIZONTAL DATUM = NAD83 (2011), NEW YORK STATE PLANE, ZONE 3103, U.S. SURVEY FEET.
SURVEYING, PC. DATES OF SURVEY: 6-10-2021, 7-14-2021, AND 10-18-2021. VERTICAL DATUM = NAVD88.
2. TOPOGRAPHIC MAP INSIDE SURVEY BOUNDARY PERFORMED BY FRANDINA ENGINEERING AND LAND
(ACCESSED FROM ORTHOS.DHSES.NY.GOV). YEAR OF SURVEY: 2019.
1. TOPOGRAPHIC CONTOURS FROM NEW YORK STATE LIDAR SURVEY, NYS GIS PROGRAM OFFICE
PS#1
PS#2
PS#3
CP #4
AREA A
AREA B
AREA C
C L F
CLF
C L F
CLF
C L F
CLF
C L F
CLF
CLF
CLF
C L F
CLF
CLF
CLF
CLF
CONC.
DRI
VE
CONC. DRIVE
WALL
WALL
STONE ROAD
DEBRIS PILE
CONC. SLAB
DEBRIS PILE
CONC. SLAB
ASPHALT ROAD
RIP RAP
R
IP
R
AP
RIP RAP
STONE ROAD
STONE ROAD
S
TO
N E
R
O A
DCONC.
RIP RAP
RIP RAP
RIP
RAP
CONC.
P
P
CONC.
CONC.
CONC.
STONE ROAD
CONC.
CONC.
STONE ROAD
STONE ROAD
RIP RAP
RIP RAP
P
R
IP
R
A P
P
STONE
ROAD
STONE R
OAD
STONE ROAD
S T
O
A D
P
R
IP
R
AP
S T
O
A D
S
TO
N E
R
O
AD
STO
N E
RO
AD
STONE
ROAD
STONE ROAD
B R
U
E
B R
U
E
BRUSH LINE
STONE ROAD STONE ROAD
R
IP
R
A P
R
IP
R
A P
R
IP
R
A P
GP
PANEL
SOLAR
STATION
MONITORING
SEWER SAMPLE
STONE ROAD
GATE
BILLBOARD
- STONE -
CONC.
S
TO
N E
R
O
AD
RIP RAP
STONE ROAD
STONE ROAD STONE ROAD
RIP RAP RIP RAP
P
S T
O
A D
P
STONE ROAD
RIP RAP
C L F
CLF
C L F
CLF
C L F
CLF
C L F
CLF
CLF
CLF
C L F
CLF
CLF
CLF
CLF
CONC.
DRI
VE
CONC. DRIVE
WALL
WALL
STONE ROAD
DEBRIS PILE
CONC. SLAB
DEBRIS PILE
CONC. SLAB
ASPHALT ROAD
RIP RAP
R
IP
R
AP
RIP RAP
STONE ROAD
STONE ROAD
S
TO
N E
R
O A
DCONC.
RIP RAP
RIP RAP
RIP
RAP
CONC.
P
P
CONC.
CONC.
CONC.
STONE ROAD
CONC.
CONC.
STONE ROAD
STONE ROAD
RIP RAP
RIP RAP
P
R
IP
R
A P
P
STONE
ROAD
STONE R
OAD
STONE ROAD
S T
O
A D
P
R
IP
R
AP
S T
O
A D
S
TO
N E
R
O
AD
STO
N E
RO
AD
STONE
ROAD
STONE ROAD
B R
U
E
B R
U
E
BRUSH LINE
STONE ROAD STONE ROAD
R
IP
R
A P
R
IP
R
A P
R
IP
R
A P
RIP RAP
STONE ROAD
STONE ROAD STONE ROAD
RIP RAP RIP RAP
P
PANEL
SOLAR
STONE ROAD
P
STONE ROAD
RIP RAP
BILLBOARD
GATE
- STONE -
STATION
MONITORING
SEWER SAMPLE
RIP-RAP
ROCK
CONC.
CONC.
STONE ROAD
RIP-RAP
STONE ROAD
RIP-RAP
STONE ROAD
RIP-RAP
STONE ROAD
RIP-RAP
STONE ROAD
RIP-RAP
STONE ROAD
S T
O
A D
S T
O
A D
S T
O
A D
S T
O
A D
RIP-RAP
STONE ROAD
RIP-RAP
STONE ROAD
RIP-RAP
STONE ROAD
RIP-RAP
STONE ROAD
STONE ROAD STONE ROAD
STONE ROAD
STONE ROAD
IV
A D
R
IV
A D
PS#1
D
IT
C H
R
ID
E
R
ID
E
GRADE BREAKS
GRADE B
REAK
GRADE BREAK
GRADE B
REAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
INV=584.92
18"CMP
INV=587.45
18"CMP
INV=595.43
12"HDPE
INV=605.35
12"HDPE
INV=587.65
12"PVC
INV=587.49
12"PVC
E 1055500
N
N
N
N
N
N
N
N
N
N
N
N
N
E 1056000
E 1056500
E 1057000
E 1057500
E 1058000
E 1058500
E 1059000
E 1059500
E 1060000
E 1060500
E 1061000
N
N
N
N
N
N
N
N
N
N
N
N
D
IT
C H
D
IT
C H
R
ID
E
R
ID
E
GRADE BREAKS
GRADE B
REAK
GRADE BREAK
GRADE B
REAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
GRADE BREAK
S T
INV=587.50
12"CIP
= 589.47
INV 24"RCP
NOTE: ALL PLAN SHEETS MUST BE PRINTED IN COLOR
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
B U
F F
A L
O D
IS
T R
IC
T
B U
F F
A L
O
N E
W Y
O R
K
W
Q R -G
-C S .d g n
-0
-2
K F
D B
A M
A N
S
ID
CERTIFIED FINAL - RTA
E N
G
IN
E E
R E
D C
A P
T O
N A
W A
N D
A
N E
W Y
O R
K
A C
T
IO
N P
R O
G R
A M F
U S
R A
P S
IT
E
S E
A W
A Y F
O R
M E
R L
Y U
T
IL
IZ
E D S
IT
E S R
E M
E D
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
B-5
GDH/B-3
Point Northing Easting Elevation Description
1093311.3424 1057924.9214 601.25 REBAR & CAP
1091950.8406 1057674.2928 612.09 REBAR & CAP
1092444.7984 1057751.9291 646.04 REBAR & CAP
1092719.6678 1058341.4089 603.33 REBAR & CAP
CONTROL POINTS
CP #3
CP #4
CP #5
CP #6
CP #3 CP #6
W-15W-14D
MH #457
MH #414
B-2
B-5
B-4
B-8
MH #2383
W-9A
MH #1231
B-1
GDH/B-3
W-11
B-7
MH #663
CP #4
MH #1373
B-9
CP #5
B-6
B-10
MH #1473 MH #1417
W-9A
400'0 200'
N
S
IT
E P
L A
N
CS-101
LEGEND GENERAL SHEET NOTES:
TEMPORARY GAS PROBE
SURVEY CONTROL POINT
CULVERT
SOIL BORING
MANHOLE/VAULT
NATIONAL FUEL GAS TONAWANDA PIPELINE
VERIZON BURIED LINE
SEWER LINE
UTILITY POLE
PROPERTY BOUNDARY
HYDRANT
LINING INV. 585.1
END OF 30" SLIP
WITH 30" SLIP LINING
CONCRETE CULVERT
EXISTING 48"
LINING INV. 580.9
END OF 30" SLIP
STORM WATER CULVERT
VEGETATION/BRUSH LINE
MONITORING WELL
BENCH (TYP.)
EXISTING DRAINAGE
PERIMETER ROAD
ACCESS ROAD
ACCESS ROAD
LANDFILL FINAL COVER
LIMITS OF EXISTING
LANDFILL FINAL COVER
LIMITS OF EXISTING
LANDFILL FINAL COVER
LIMITS OF EXISTING
FINAL COVER AREA
APPROXIMATE EXISTING LANDFILL
LEACHATE COLLECTION PIPE (APPROXIMATE LOCATION)
PUMPSTATION
MANHOLE
COLLECTION
LEACHATE
AREA OF FUSRAP CONTAMINATION (SAIC, 2001)
AREA OF FUSRAP CONTAMINATION (REMEDIAL INVESTIGATION, 1993)
MANHOLE
COLLECTION
LEACHATE
PARKING AREA
LAYDOWN
APPROXIMATE EXISTING CUT-OFF WALL
CUT-OFF WALL
APPROXIMATE EXISTING
B-11
B-3
B-13
B-14
B-17B
B-17A
B-6
B-16
B-15
B-12
(APPROXIMATE - SEE NOTE 8)
LEACHATE COLLECTION FORCEMAIN
(FORMER TRUCK TURNAROUND)
CONTRACTOR LAYDOWN AREA
ENTRANCE
SITE CONSTRUCTION
R
IV
E R R
O A
D
B-15
SHELBY TUBE
LEACHATE COLLECTION FORCEMAIN (APPROXIMATE LOCATION)
(SEE NOTE 12)
ALONG ROADWAY
STEEP SLOPES
TOPSOIL, AND SEEDING
GRADING AREA TO DRAIN, PLACING
AREA POST-CONSTRUCTION BY
ADMINISTRATIVE AREA, RESTORE
CONTRACTOR LAYDOWN AND
(SEE NOTE 10)
PERIMETER ROAD
SEEDING
PLACING TOPSOIL, AND
GRADING AREA TO DRAIN,
POST-CONSTRUCTION BY
RESTORE AREA
SEEDING
PLACING TOPSOIL AND
GRADING AREA TO DRAIN,
POST-CONSTRUCTION BY
RESTORE AREA
7. SEE SPECIFICATION SECTION 32 92 19 FOR ADDITIONAL SEEDING REQUIREMENTS.
ANCHORED IMMEDIATELY FOLLOWING SPREADING.
6. ALL AREAS INSTALLED WITH SEED MUST BE MULCHED ON THE SAME DAY AS THE SEEDING. MULCH MUST BE
UNSATISFACTORY CONDITION FOR SEEDING. APPLY SEED WITHIN 24 HOURS AFTER SEEDBED PREPARATION.
TO PROPER GRADE. DO NOT SEED WHEN GROUND IS MUDDY, FROZEN, SNOW COVERED, OR IN AN
THAT ARE DISTURBED BY THE CONTRACTOR'S OPERATIONS. IMMEDIATELY BEFORE SEEDING, RESTORE SOIL
FERTILIZING, SEEDING, AND MULCHING OF ALL RESTORED AREAS OUTSIDE THE LIMITS OF CONSTRUCTION
5. PROVIDE SOIL PREPARATION PRIOR TO PLANTING (INCLUDING SOIL CONDITIONERS AS REQUIRED), SEEDING AS NECESSARY. ALL RESTORED AREAS MUST BE GRADED TO DRAIN.
TRAVERSE GRASSED AREAS AND RESTORE THE AREA TO ITS ORIGINAL CONDITION, INCLUDING TOP SOIL AND
PERFORMANCE OF THE CONTRACT TO THE ORIGINAL OR BETTER CONDITION. REMOVE GRAVEL USED TO
EQUIPMENT FROM WITHIN THE FENCED AREA, REMOVE THE FENCE. RESTORE AREAS USED DURING THE
ALL OTHER TEMPORARY PRODUCTS FROM THE SITE. AFTER REMOVAL OF TRAILERS, MATERIALS, AND
UPON COMPLETION OF THE PROJECT REMOVE THE BULLETIN BOARD, SIGNS, BARRICADES, HAUL ROADS, AND
4.
AND ADDENDUM ARE PROVIDED BY THE GOVERNMENT UNDER SEPARATE COVER.
3. SOIL BORING LOCATIONS ARE SURVEYED BY FRANDINA, JULY 16, 2021. THE FIELD INVESTIGATION REPORT
HORIZONTAL DATUM = NAD83 (2011), NEW YORK STATE PLANE, ZONE 3103, U.S. SURVEY FEET.
SURVEYING, PC. DATES OF SURVEY: 6-10-2021, 7-14-2021, AND 10-18-2021. VERTICAL DATUM = NAVD88.
2. TOPOGRAPHIC MAP INSIDE SURVEY BOUNDARY PERFORMED BY FRANDINA ENGINEERING AND LAND
FROM ORTHOS.DHSES.NY.GOV). YEAR OF SURVEY: 2019.
TOPOGRAPHIC CONTOURS FROM NEW YORK STATE LIDAR SURVEY, NYS GIS PROGRAM OFFICE (ACCESSED 1.
(POST-CONSTRUCTION)
RIVER ROAD FRONTAGE
ADJACENT FENCE ALONG
FENCE MATCHING
REPLACE GATE WITH
REMOVE GATE AND
SITE PLAN SUBMITTALS.
ADDRESS THIS REQUIREMENT IN THE TRAFFIC CONTROL PLAN AND CONSTRUCTION
INSTALL FENCING OR APPROPRIATE BARRICADES TO MITIGATE HAZARD FROM SLOPES.
STEEP SLOPES AFFECT APPROXIMATELY 1000 FEET OF PERIMETER ROAD.
CONSTRUCTION.
13. CONTRACTOR MUST REMOVE ALL TEMPORARY FENCING USED DURING
SLOPES.
12. CONTRACTOR IS RESPONSIBLE FOR TRAFFIC SAFETY MEASURES ALONG STEEP
11. ALL ROADS USED BY CONTRACTOR ARE SUBJECT TO RESTORATION REQUIREMENTS.
ACHIEVE SMOOTH ROADWAY GRADES AS DIRECTED BY THE GOVERNMENT.
THE GOVERNMENT. CONTRACTOR MUST RESTORE ROADS AND ADD MATERIAL TO
10. CONTRACTOR MUST ADD MATERIAL TO ACHIEVE SMOOTH GRADES AS DIRECTED BY
CAPPED.
SHOWN ON THE MAP, THE SITE ACCESS ROAD, AND THE LIMITS OF THE AREA TO BE
9. CONTRACTOR WORK AREAS ARE LIMITED TO THE ACCESS AND LAYDOWN AREAS
ON HISTORICAL DRAWINGS. ACTUAL LOCATIONS ARE UNKNOWN.
8. THE LEACHATE COLLECTION FORCEMAIN LINES ARE INTERPRETED LOCATIONS BASED
EXISTING 48" CONCRETE MANHOLE
EXISTING 48" CONCRETE MANHOLE
GEOTEXTILE BOOT
(TO BE REUSED)
EXISTING MANHOLE LID
GEOMEMBRANE
4" EPDM GASKET
MANHOLE WITH BAND CLAMP)
GEOTEXTILE BOOT (SECURE TO
PROPOSED ENGINEERED CAP
SEAL GEOSYNTHETICS TO MANHOLE
ADJUSTABLE STAINLESS STEEL BAND CLAMP TO
F2
MANHOLE EXTENSION
SCALE: 1"=2'
CG-501
M2
CS-501
M A
N H
O L E E
X T
E N
S
IO
N D
E T
A
IL
S
NOTE:
RING (SEE NOTE 2)
PRECAST CONCRETE
SEAL GEOSYNTHETICS TO MANHOLE
ADJUSTABLE STAINLESS STEEL BAND CLAMP TO
NOTE: ALL PLAN SHEETS MUST BE PRINTED IN COLOR
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
B U
F F
A L
O D
IS
T R
IC
T
B U
F F
A L
O
N E
W Y
O R
K
W
Q R -C
S -C
S .d g n
-2
-2
K F
D B
A M
A N
S
ID
CERTIFIED FINAL - RTA
E N
G
IN
E E
R E
D C
A P
T O
N A
W A
N D
A
N E
W Y
O R
K
A C
T
IO
N P
R O
G R
A M F
U S
R A
P S
IT
E
S E
A W
A Y F
O R
M E
R L
Y U
T
IL
IZ
E D S
IT
E S R
E M
E D
U .S
A R
M Y C
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P S O
F E
N G
IN
E E
R S
MODIFICATION IS REQUIRED, MANHOLE RIM MUST BE 1' ABOVE FINISH GRADE.
3. MANHOLE RIM MUST BE A MINIMUM OF 0.5' ABOVE FINISH GRADE WITHOUT MODIFICATION. IF
RING CONSTRICTED PER SPECIFICATION SECTION 03 42 13.
2. CONTRACTOR MUST FIELD VERIFY THE HEIGHT OF THE MANHOLE ADJUSTMENT IF NEEDED, ADD
1. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING LEACHATE COLLECTION FEATURES.
CP #4
C L F
C L F
CLF
CLF
CLF
CLF
C L F
C L F
CLF
CLF
CLF
CLF
N
N
N
N
N
N
N
E 1059000
N
E 1057500
E 1058000
E 1058500
E 1059000
E 1057000
S T
NOTE: ALL PLAN SHEETS MUST BE PRINTED IN COLOR
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
B U
F F
A L
O D
IS
T R
IC
T
B U
F F
A L
O
N E
W Y
O R
K
W
Q R -C
G -C
G .d g n
K F
A N
S
ID
CERTIFIED FINAL - RTA
E N
G
IN
E E
R E
D C
A P
T O
N A
W A
N D
A
N E
W Y
O R
K
A C
T
IO
N P
R O
G R
A M F
U S
R A
P S
IT
E
S E
A W
A Y F
O R
M E
R L
Y U
T
IL
IZ
E D S
IT
E S R
E M
E D
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M F
C E
N L
-1
-2
LINING INV. 585.1
END OF 30" SLIP
LINING INV. 580.9
END OF 30" SLIP
PERIMETER ROAD
ACCESS ROAD
BENCH (TYP.)
EXISTING DRAINAGE
PERIMETER ROAD
LANDFILL FINAL COVER
LIMITS OF EXISTING
LANDFILL FINAL COVER
LIMITS OF EXISTING
LANDFILL FINAL COVER
LIMITS OF EXISTING
EXISTING POLE
WITH 30" SLIP LINING
CONCRETE CULVERT
EXISTING 48"
COLLECTION MANHOLE
EXISTING LEACHATE
CUT-OFF WALL
APPROXIMATE EXISTING
(APPROXIMATE-SEE NOTE 4).
LEACHATE COLLECTION FORCEMAIN
DRAWINGS. ACTUAL LOCATIONS ARE UNKNOWN.
4. THE LEACHATE COLLECTION FORCEMAIN LINES ARE INTERPRETED LOCATIONS BASED ON HISTORICAL
AND ADDENDUM ARE PROVIDED BY THE GOVERNMENT UNDER SEPARATE COVER.
3. SOIL BORING LOCATIONS ARE SURVEYED BY FRANDINA, JULY 16, 2021. THE FIELD INVESTIGATION REPORT
HORIZONTAL DATUM = NAD83 (2011), NEW YORK STATE PLANE, ZONE 3103, U.S. SURVEY FEET.
SURVEYING, PC. DATES OF SURVEY: 6-10-2021, 7-14-2021, AND 10-18-2021. VERTICAL DATUM = NAVD88.
2. TOPOGRAPHIC MAP INSIDE SURVEY BOUNDARY PERFORMED BY FRANDINA ENGINEERING AND LAND
FROM ORTHOS.DHSES.NY.GOV). YEAR OF SURVEY: 2019.
1. TOPOGRAPHIC CONTOURS FROM NEW YORK STATE LIDAR SURVEY, NYS GIS PROGRAM OFFICE (ACCESSED
MANHOLES IS UNKNOWN
ALIGNMENT OF PIPES BETWEEN
MANHOLES IS UNKNOWN
ALIGNMENT OF PIPES BETWEEN
MH #1417
MH #1473
MH #1231
MH #2383
MH #457
MH #414
W-9A
W-11
N
100' 200'0
S U
B G
R A
D E P
L A
N
CG-101
TEST PIT LOCATION (SEE NOTE 4)
TP10
TP9
TP8
TP7
TP6
TP5
TP4
TP3
TP2
TP1
POINT
1058228.97
1058275.36
1057308.54
1057351.26
1057392.52
1057434.29
1057476.35
1057524.03
1057571.33
1057612.95
EASTING
1092034.37
1092056.78
1093231.62
1093257.60
1093286.20
1093313.89
1093341.08
1093358.37
1093376.32
1093404.29
NORTHING
MANHOLE
PROTECT EXISTING
7.
6.
5.
4.
SECTION 02 41 00, SECTION 02 61 13, SECTION 31 00 00, AND SECTION 31 11 00.
RELOCATING / REGRADING EXISTING IN PLACE MATERIAL AND PLACING IMPORTED FILL. SEE SPECIFICATION
3. CONTOURS OF FUSRAP ENGINEERED CAP REPRESENT THE SUBGRADE ELEVATIONS ACHIEVED BY
WITNESS THE TEST PITS.
LOCATIONS AND AS SHOWN ON THIS SHEET. THE CONTRACTING OFFICER (CELRB) MUST BE PRESENT TO
PERFORM TEST PITS TO CONFIRM THE PRESENCE OF THE EXISTING COVER CLAY LAYER AT THE FOLLOWING
LANDFILL FINAL COVER
LIMITS OF EXISTING
MANHOLES IS UNKNOWN
ALIGNMENT OF PIPES BETWEEN
CUT-OFF WALL
APPROXIMATE EXISTING
PROTECT EXISTING MANHOLE
INSTALLED PRIOR TO SUBGRADE GRADING ACTIVITIES.
SEE SHEET CG-106 FOR TEMPORARY STORMWATER MANAGEMENT FEATURES TO BE8.
EACH CONSTRUCTED SOIL LAYER.
MEASUREMENTS NECESSARY TO ASSESS THE TOP SURFACE ELEVATION AND THICKNESS OF
CONTRACTOR MUST ASSIST THE CONTRACTING OFFICER WITH SURVEY DATA AND OTHER C.
THE REQUIRED LAYER THICKNESSES ARE PROVIDED.
LAYER THICKNESS. IF ELEVATIONS ARE ADJUSTED, CONTRACTOR MUST DEMONSTRATE THAT
ADJUSTMENT TO ANY TOP OF LAYER ELEVATION IS NECESSARY TO PROVIDE THE CORRECT B.
ACCOMMODATE SUBGRADE MATERIAL PLACEMENT.
IF AN INCREASE TO THE TOP OF THE SUBGRADE ELEVATION IS NECESSARY TOA.
TABLES IN THE FOLLOWING CIRCUMSTANCES:
CONTRACTING OFFICER MAY ADJUST ELEVATIONS FROM WHAT IS SHOWN ON CONTROL POINT
DURING SUBGRADE GRADING ACTIVITIES.
ACCOMMODATE ADDITIONAL VOLUME IN RESPONSE TO SURVEY DATA PROVIDED BY CONTRACTOR
IF NECESSARY, CONTRACTING OFFICER WILL ADJUST SUBGRADE GRADING PLAN TO
TERMINATION DETAILS ON SHEETS CG-502 TO CG-506, RESPECTIVELY.
LOCATION MAY BE ADJUSTED BY THE CONTRACTING OFFICER. SEE CAP TIE-IN DETAILS AND CAP
IF EXISTING COVER CLAY LAYER IS NOT PRESENT AT THE TEST PIT LOCATIONS, THE TIE IN
-0
-2
B-5
GDH/B-3
W-9A
LEGEND
PS#1
GENERAL SHEET NOTES:
TEMPORARY GAS PROBE
SURVEY CONTROL POINT
CULVERT
SOIL BORING
MANHOLE/VAULT
NATIONAL FUEL GAS TONAWANDA PIPELINE
VERIZON BURIED LINE
UTILITY POLE
PROPERTY BOUNDARY
HYDRANT
STORM WATER CULVERT
VEGETATION/BRUSH LINE
MONITORING WELL
FINAL COVER AREA
APPROXIMATE EXISTING LANDFILL
PUMPSTATION
AREA OF FUSRAP CONTAMINATION (REMEDIAL INVESTIGATION, 1993)
AREA OF FUSRAP CONTAMINATION (SAIC, 2001)
LEACHATE COLLECTION PIPE (APPROXIMATE LOCATION)
APPROXIMATE EXISTING CUT-OFF WALL
EXISTING SURFACE WATER FLOW AND DIRECTION
B-15
SHELBY TUBE
DRAWINGS. ACTUAL LOCATIONS ARE UNKNOWN.
4. THE LEACHATE COLLECTION FORCEMAIN LINES ARE INTERPRETED LOCATIONS BASED ON HISTORICAL
AND ADDENDUM ARE PROVIDED BY THE GOVERNMENT UNDER SEPARATE COVER.
3. SOIL BORING LOCATIONS ARE SURVEYED BY FRANDINA, JULY 16, 2021. THE FIELD INVESTIGATION REPORT
HORIZONTAL DATUM = NAD83 (2011), NEW YORK STATE PLANE, ZONE 3103, U.S. SURVEY FEET.
SURVEYING, PC. DATES OF SURVEY: 6-10-2021, 7-14-2021, AND 10-18-2021. VERTICAL DATUM = NAVD88.
2. TOPOGRAPHIC MAP INSIDE SURVEY BOUNDARY PERFORMED BY FRANDINA ENGINEERING AND LAND
FROM ORTHOS.DHSES.NY.GOV). YEAR OF SURVEY: 2019.
1. TOPOGRAPHIC CONTOURS FROM NEW YORK STATE LIDAR SURVEY, NYS GIS PROGRAM OFFICE (ACCESSED
LEACHATE COLLECTION FORCEMAIN (APPROXIMATE LOCATION)
TP1
TP2
TP3
TP4
TP5
TP6
TP7
TP8
TP9
TP10
E L
.0
E L
.5
EL 641.00'
E L
.6
E L
.0
EL 671.00'
EL 681.00'
EL 688.50'
EL 689.80'
EL 651.00'
EL 661.00'
EL 693.72'
E L
.0
E L
.0
EL 646.00' A'
C
D
C
D
C G -3
C G -3
C G -3
C G -3
CG-301
A
CG-301
B B
C G -3
C G -3
E E
C G -3
C G -3
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
12+00
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
12+00
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
12+00
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
12+00
AREA OF FUSRAP CONTAMINATION (REMEDIAL INVESTIGATION, 1993)
AREA OF FUSRAP CONTAMINATION (SAIC, 2001)
LEACHATE COLLECTION PIPE (APPROXIMATE LOCATION)
EXISTING SURFACE WATER FLOW AND DIRECTION
EXISTING RIPRAP
EXISTING ASPHALT PAVING
EXISTING CONCRETE PAVING
EXISTING STONE DRIVE
LEACHATE COLLECTION FORCEMAIN (APPROXIMATE LOCATION)
5% MIN
10%
20%
25% MAX
15-20% 20%
7-10% 10%
5% MIN
25% MAX
16%
20%
10%
10%
20%
20%
8.8%
MIN
5%
8.8%
5% MIN
CP #4
C L F
C L F
CLF
CLF
CLF
CLF
C L F
C L F
CLF
CLF
CLF
CLF
N
N
N
N
N
N
E 1059000
N
E 1057500
E 1058000
E 1058500
E 1059000
E 1057000
S T
NOTE: ALL PLAN SHEETS MUST BE PRINTED IN COLOR
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
B U
F F
A L
O D
IS
T R
IC
T
B U
F F
A L
O
N E
W Y
O R
K
W
Q R -C
G -C
G .d g n
K F
A N
S
ID
CERTIFIED FINAL - RTA
E N
G
IN
E E
R E
D C
A P
T O
N A
W A
N D
A
N E
W Y
O R
K
A C
T
IO
N P
R O
G R
A M F
U S
R A
P S
IT
E
S E
A W
A Y F
O R
M E
R L
Y U
T
IL
IZ
E D S
IT
E S R
E M
E D
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M F
C E
N L
-1
-2
MH #1417
MH #1473
MH #1231
MH #2383
MH #457
MH #414
0 6
DP1 DP2
DP3
DP4 DP5
DP6 DP7
DP8
DP9 DP10
DP11
DP12 DP13 DP14 DP15 DP16
DP17
DP20
DP21
DP22
DP23 DP24
DP25
DP26 DP27 DP28DP29 DP30
DP18
DP19
EL 642.05'
EL 682.05'
EL 672.05'
EL 662.05'
EL 652.05'
EL 689.55'
EL 690.85'
EL 694.77'
EL 642.05'
EL 647.05'
EL 648.71' E
L
.0
EL 648.55'
EL 647.05'
EL 627.05'
DP1 DP2
DP3
DP4 DP5
DP6 DP7
DP8
DP9 DP10
DP11
DP12 DP13 DP14 DP15 DP16
DP17
DP20
DP21
DP22
DP23 DP24
DP25
DP26 DP27 DP28DP29 DP30
DP18
DP19
TEST PIT LOCATION (SEE NOTE 4) 7.
6.
5.
4.
SECTION 02 41 00, SECTION 02 61 13, SECTION 31 00 00, AND SECTION 31 11 00.
RELOCATING / REGRADING EXISTING IN PLACE MATERIAL AND PLACING IMPORTED FILL. SEE SPECIFICATION
3. CONTOURS OF FUSRAP ENGINEERED CAP REPRESENT THE SUBGRADE ELEVATIONS ACHIEVED BY
WITNESS THE TEST PITS.
LOCATIONS AND AS SHOWN ON THIS SHEET. THE CONTRACTING OFFICER (CELRB) MUST BE PRESENT TO
PERFORM TEST PITS TO CONFIRM THE PRESENCE OF THE EXISTING COVER CLAY LAYER AT THE FOLLOWING
INSTALLED PRIOR TO SUBGRADE GRADING ACTIVITIES.
SEE SHEET CG-106 FOR TEMPORARY STORMWATER MANAGEMENT FEATURES TO BE8.
EACH CONSTRUCTED SOIL LAYER.
MEASUREMENTS NECESSARY TO ASSESS THE TOP SURFACE ELEVATION AND THICKNESS OF
CONTRACTOR MUST ASSIST THE CONTRACTING OFFICER WITH SURVEY DATA AND OTHER C.
THE REQUIRED LAYER THICKNESSES ARE PROVIDED.
LAYER THICKNESS. IF ELEVATIONS ARE ADJUSTED, CONTRACTOR MUST DEMONSTRATE THAT
ADJUSTMENT TO ANY TOP OF LAYER ELEVATION IS NECESSARY TO PROVIDE THE CORRECT B.
ACCOMMODATE SUBGRADE MATERIAL PLACEMENT.
IF AN INCREASE TO THE TOP OF THE SUBGRADE ELEVATION IS NECESSARY TOA.
TABLES IN THE FOLLOWING CIRCUMSTANCES:
CONTRACTING OFFICER MAY ADJUST ELEVATIONS FROM WHAT IS SHOWN ON CONTROL POINT
DURING SUBGRADE GRADING ACTIVITIES.
ACCOMMODATE ADDITIONAL VOLUME IN RESPONSE TO SURVEY DATA PROVIDED BY CONTRACTOR
IF NECESSARY, CONTRACTING OFFICER WILL ADJUST SUBGRADE GRADING PLAN TO
TERMINATION DETAILS ON SHEETS CG-502 TO CG-506, RESPECTIVELY.
LOCATION MAY BE ADJUSTED BY THE CONTRACTING OFFICER. SEE CAP TIE-IN DETAILS AND CAP
IF EXISTING COVER CLAY LAYER IS NOT PRESENT AT THE TEST PIT LOCATIONS, THE TIE IN
B-5
GDH/B-3
W-9A
LEGEND
PS#1
GENERAL SHEET NOTES:
TEMPORARY GAS PROBE
SURVEY CONTROL POINT
CULVERT
SOIL BORING
MANHOLE/VAULT
NATIONAL FUEL GAS TONAWANDA PIPELINE
VERIZON BURIED LINE
UTILITY POLE
PROPERTY BOUNDARY
HYDRANT
STORM WATER CULVERT
VEGETATION/BRUSH LINE
MONITORING WELL
FINAL COVER AREA
APPROXIMATE EXISTING LANDFILL
PUMPSTATION
AREA OF FUSRAP CONTAMINATION (REMEDIAL INVESTIGATION, 1993)
AREA OF FUSRAP CONTAMINATION (SAIC, 2001)
LEACHATE COLLECTION PIPE (APPROXIMATE LOCATION)
APPROXIMATE EXISTING CUT-OFF WALL
EXISTING SURFACE WATER FLOW AND DIRECTION
B-15
SHELBY TUBE
DRAWINGS. ACTUAL LOCATIONS ARE UNKNOWN.
4. THE LEACHATE COLLECTION FORCEMAIN LINES ARE INTERPRETED LOCATIONS BASED ON HISTORICAL
AND ADDENDUM ARE PROVIDED BY THE GOVERNMENT UNDER SEPARATE COVER.
3. SOIL BORING LOCATIONS ARE SURVEYED BY FRANDINA, JULY 16, 2021. THE FIELD INVESTIGATION REPORT
HORIZONTAL DATUM = NAD83 (2011), NEW YORK STATE PLANE, ZONE 3103, U.S. SURVEY FEET.
SURVEYING, PC. DATES OF SURVEY: 6-10-2021, 7-14-2021, AND 10-18-2021. VERTICAL DATUM = NAVD88.
2. TOPOGRAPHIC MAP INSIDE SURVEY BOUNDARY PERFORMED BY FRANDINA ENGINEERING AND LAND
FROM ORTHOS.DHSES.NY.GOV). YEAR OF SURVEY: 2019.
1. TOPOGRAPHIC CONTOURS FROM NEW YORK STATE LIDAR SURVEY, NYS GIS PROGRAM OFFICE (ACCESSED
LEACHATE COLLECTION FORCEMAIN (APPROXIMATE LOCATION)
AREA OF FUSRAP CONTAMINATION (REMEDIAL INVESTIGATION, 1993)
AREA OF FUSRAP CONTAMINATION (SAIC, 2001)
LEACHATE COLLECTION PIPE (APPROXIMATE LOCATION)
EXISTING SURFACE WATER FLOW AND DIRECTION
EXISTING RIPRAP
EXISTING ASPHALT PAVING
EXISTING CONCRETE PAVING
EXISTING STONE DRIVE
LEACHATE COLLECTION FORCEMAIN (APPROXIMATE LOCATION)
LINING INV. 585.1
END OF 30" SLIP
LINING INV. 580.9
END OF 30" SLIP
PERIMETER ROAD
ACCESS ROAD
BENCH (TYP.)
EXISTING DRAINAGE
PERIMETER ROAD
LANDFILL FINAL COVER
LIMITS OF EXISTING
LANDFILL FINAL COVER
LIMITS OF EXISTING
LANDFILL FINAL COVER
LIMITS OF EXISTING
EXISTING POLE
WITH 30" SLIP LINING
CONCRETE CULVERT
EXISTING 48"
COLLECTION MANHOLE
EXISTING LEACHATE
CUT-OFF WALL
APPROXIMATE EXISTING
(APPROXIMATE-SEE NOTE 4).
LEACHATE COLLECTION FORCEMAIN
DRAWINGS. ACTUAL LOCATIONS ARE UNKNOWN.
4. THE LEACHATE COLLECTION FORCEMAIN LINES ARE INTERPRETED LOCATIONS BASED ON HISTORICAL
AND ADDENDUM ARE PROVIDED BY THE GOVERNMENT UNDER SEPARATE COVER.
3. SOIL BORING LOCATIONS ARE SURVEYED BY FRANDINA, JULY 16, 2021. THE FIELD INVESTIGATION REPORT
HORIZONTAL DATUM = NAD83 (2011), NEW YORK STATE PLANE, ZONE 3103, U.S. SURVEY FEET.
SURVEYING, PC. DATES OF SURVEY: 6-10-2021, 7-14-2021, AND 10-18-2021. VERTICAL DATUM = NAVD88.
2. TOPOGRAPHIC MAP INSIDE SURVEY BOUNDARY PERFORMED BY FRANDINA ENGINEERING AND LAND
FROM ORTHOS.DHSES.NY.GOV). YEAR OF SURVEY: 2019.
1. TOPOGRAPHIC CONTOURS FROM NEW YORK STATE LIDAR SURVEY, NYS GIS PROGRAM OFFICE (ACCESSED
MANHOLES IS UNKNOWN
ALIGNMENT OF PIPES BETWEEN
MANHOLES IS UNKNOWN
ALIGNMENT OF PIPES BETWEEN
MANHOLE
PROTECT EXISTING
4.
SECTION 02 41 00, SECTION 02 61 13, SECTION 31 00 00, AND SECTION 31 11 00.
RELOCATING / REGRADING EXISTING IN PLACE MATERIAL AND PLACING IMPORTED FILL. SEE SPECIFICATION
3. CONTOURS OF FUSRAP ENGINEERED CAP REPRESENT THE SUBGRADE ELEVATIONS ACHIEVED BY
WITNESS THE TEST PITS.
LOCATIONS AND AS SHOWN ON THIS SHEET. THE CONTRACTING OFFICER (CELRB) MUST BE PRESENT TO
PERFORM TEST PITS TO CONFIRM THE PRESENCE OF THE EXISTING COVER CLAY LAYER AT THE FOLLOWING
LANDFILL FINAL COVER
LIMITS OF EXISTING
MANHOLES IS UNKNOWN
ALIGNMENT OF PIPES BETWEEN
CUT-OFF WALL
APPROXIMATE EXISTING
PROTECT EXISTING MANHOLE
INSTALLED PRIOR TO SUBGRADE GRADING ACTIVITIES.
SEE SHEET CG-106 FOR TEMPORARY STORMWATER MANAGEMENT FEATURES TO BE8.
EACH CONSTRUCTED SOIL LAYER.
MEASUREMENTS NECESSARY TO ASSESS THE TOP SURFACE ELEVATION AND THICKNESS OF
CONTRACTOR MUST ASSIST THE CONTRACTING OFFICER WITH SURVEY DATA AND OTHER C.
THE REQUIRED LAYER THICKNESSES ARE PROVIDED.
LAYER THICKNESS. IF ELEVATIONS ARE ADJUSTED, CONTRACTOR MUST DEMONSTRATE THAT
ADJUSTMENT TO ANY TOP OF LAYER ELEVATION IS NECESSARY TO PROVIDE THE CORRECT B.
ACCOMMODATE SUBGRADE MATERIAL PLACEMENT.
IF AN INCREASE TO THE TOP OF THE SUBGRADE ELEVATION IS NECESSARY TOA.
TABLES IN THE FOLLOWING CIRCUMSTANCES:
CONTRACTING OFFICER MAY ADJUST ELEVATIONS FROM WHAT IS SHOWN ON CONTROL POINT
DURING SUBGRADE GRADING ACTIVITIES.
ACCOMMODATE ADDITIONAL VOLUME IN RESPONSE TO SURVEY DATA PROVIDED BY CONTRACTOR
IF NECESSARY, CONTRACTING OFFICER WILL ADJUST SUBGRADE GRADING PLAN TO
TERMINATION DETAILS ON SHEETS CG-502 TO CG-506, RESPECTIVELY.
LOCATION MAY BE ADJUSTED BY THE CONTRACTING OFFICER. SEE CAP TIE-IN DETAILS AND CAP
IF EXISTING COVER CLAY LAYER IS NOT PRESENT AT THE TEST PIT LOCATIONS, THE TIE IN
A'
C
D
C
D
C G -3
C G -3
C G -3
C G -3
CG-301
A
CG-301
B B
C G -3
C G -3
E E
C G -3
C G -3
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
12+00
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
12+00
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
12+00
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
12+00
5% MIN
10%
20%
25% MAX
15-20% 20%
7-10% 10%
5% MIN
25% MAX
16%
20%
10%
10%
20%
20%
8.8%
MIN
5%
8.8%
5% MIN
N
100' 200'0
CG-102
T O
P O
F R
A D
O N A
T T
E N
U A
T
IO
N L
A Y
E R P
L A
N
LIMITS OF GEOSYNTHETICS
DRAIN PIPE OUTLET, TYP
136'
TYP
CG-501
H2
(B16/CG-501)
CLEANOUT
DRAIN PIPE
(B16/CG-501)
CLEANOUT
DRAIN PIPE
(B16/CG-501)
CLEANOUT
DRAIN PIPE
(B16/CG-501)
CLEANOUT
DRAIN PIPE
(B16/CG-501)
CLEANOUT
DRAIN PIPE
(B16/CG-501)
CLEANOUT
DRAIN PIPE
(B16/CG-501)
CLEANOUT
DRAIN PIPE
LIMITS OF GEOSYNTHETICS
DRAIN PIPE
EACH CONSTRUCTED SOIL LAYER.
MEASUREMENTS NECESSARY TO ASSESS THE TOP SURFACE ELEVATION AND THICKNESS OF
CONTRACTOR MUST ASSIST THE CONTRACTING OFFICER WITH SURVEY DATA AND OTHER C.
THE REQUIRED LAYER THICKNESSES ARE PROVIDED.
LAYER THICKNESS. IF ELEVATIONS ARE ADJUSTED, CONTRACTOR MUST DEMONSTRATE THAT
ADJUSTMENT TO ANY TOP OF LAYER ELEVATION IS NECESSARY TO PROVIDE THE CORRECT B.
SUBGRADE MATERIAL PLACEMENT.
IF AN INCREASE TO THE TOP OF THE SUBGRADE ELEVATION IS NECESSARY TO ACCOMODATE A.
TABLES IN THE FOLLOWING CIRCUMSTANCES:
CONTRACTING OFFICER MAY ADJUST ELEVATIONS FROM WHAT IS SHOWN ON CONTROL POINT 5.
CG-101 FOR TEST PIT LOCATIONS.
SHOULD BE INVESTIGATED BY THE CONTRACTOR PRIOR TO GEOSYNTHETIC INSTALLATION. SEE SHEET
BARRIER LAYER. THERE ARE TWO AREAS WHERE THERE IS SOME UNCERTAINTY OF THE CLAY LIMITS AND
4. LIMITS OF EXISTING LANDFILL FINAL COVER ARE DEFINED BY THE PRESENCE OF AN UNDERLYING CLAY
ELEVATIONS.
3. CONTOURS OF FUSRAP ENGINEERED CAP REPRESENT THE TOP OF RADON ATTENUATION LAYER
(K13/CG-501)
OUTLET, TYP
DRAIN PIPE
LIMITS OF GEOSYNTHETICS
PIPE UNDER ROAD
SOFT DIG OUTLET
HAND EXCAVATE /
DRAIN PIPE CONTROL POINTS:
DRAIN PIPE CONTROL POINT
DP15
DP14
DP13
DP12
DP11
DP10
DP9
DP8
DP7
DP6
DP5
DP4
DP3
DP2
DP1
POINT
DP30
DP29
DP28
DP27
DP26
DP25
DP24
DP23
DP22
DP21
DP20
DP19
DP18
DP17
DP16
POINT
1058233.89
1058188.04
1058155.63
1058110.57
1058077.96
1058033.88
1058003.18
1057963.06
1057936.64
1057877.87
1057844.95
1057761.19
1057728.35
1057642.16
1057625.29
EASTING
1092731.00
1092811.87
1092842.66
1092923.64
1092954.78
1093035.93
1093068.40
1093152.03
1093179.14
1093256.86
1093269.51
1093326.50
1093333.59
1093392.25
1093400.83
NORTHING
-0
-2
1057643.98
1057629.43
1057616.38
1057573.91
1057558.96
1057519.52
1057497.87
1057468.35
1057461.76
1057737.43
1058119.48
1058266.44
1058321.45
1058300.81
1058266.25
EASTING
1092099.04
1092117.43
1092146.25
1092200.81
1092233.83
1092284.50
1092332.32
1092370.44
1092385.96
1092567.63
1092487.75
1092076.77
1092503.25
1092594.64
1092700.25
NORTHING
CP #4
C L F
C L F
CLF
CLF
CLF
CLF
C L F
C L F
CLF
CLF
CLF
CLF
N
N
N
N
N
N
N
E 1059000
N
E 1057500
E 1058000
E 1058500
E 1059000
E 1057000
S T
NOTE: ALL PLAN SHEETS MUST BE PRINTED IN COLOR
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
B U
F F
A L
O D
IS
T R
IC
T
B U
F F
A L
O
N E
W Y
O R
K
W
Q R -C
G -C
G .d g n
K F
A N
S
ID
CERTIFIED FINAL - RTA
E N
G
IN
E E
R E
D C
A P
T O
N A
W A
N D
A
N E
W Y
O R
K
A C
T
IO
N P
R O
G R
A M F
U S
R A
P S
IT
E
S E
A W
A Y F
O R
M E
R L
Y U
T
IL
IZ
E D S
IT
E S R
E M
E D
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M F
C E
N L
-1
-2
MH #1417
MH #1473
MH #1231
MH #2383
MH #457
MH #414
TEST PIT LOCATION (SEE NOTE 4) 7.
6.
5.
4.
SECTION 02 41 00, SECTION 02 61 13, SECTION 31 00 00, AND SECTION 31 11 00.
RELOCATING / REGRADING EXISTING IN PLACE MATERIAL AND PLACING IMPORTED FILL. SEE SPECIFICATION
3. CONTOURS OF FUSRAP ENGINEERED CAP REPRESENT THE SUBGRADE ELEVATIONS ACHIEVED BY
WITNESS THE TEST PITS.
LOCATIONS AND AS SHOWN ON THIS SHEET. THE CONTRACTING OFFICER (CELRB) MUST BE PRESENT TO
PERFORM TEST PITS TO CONFIRM THE PRESENCE OF THE EXISTING COVER CLAY LAYER AT THE FOLLOWING
INSTALLED PRIOR TO SUBGRADE GRADING ACTIVITIES.
SEE SHEET CG-106 FOR TEMPORARY STORMWATER MANAGEMENT FEATURES TO BE8.
EACH CONSTRUCTED SOIL LAYER.
MEASUREMENTS NECESSARY TO ASSESS THE TOP SURFACE ELEVATION AND THICKNESS OF
CONTRACTOR MUST ASSIST THE CONTRACTING OFFICER WITH SURVEY DATA AND OTHER C.
THE REQUIRED LAYER THICKNESSES ARE PROVIDED.
LAYER THICKNESS. IF ELEVATIONS ARE ADJUSTED, CONTRACTOR MUST DEMONSTRATE THAT
ADJUSTMENT TO ANY TOP OF LAYER ELEVATION IS NECESSARY TO PROVIDE THE CORRECT B.
SUBGRADE MATERIAL PLACEMENT.
IF AN INCREASE TO THE TOP OF THE SUBGRADE ELEVATION IS NECESSARY TO ACCOMODATE A.
TABLES IN THE FOLLOWING CIRCUMSTANCES:
CONTRACTING OFFICER MAY ADJUST ELEVATIONS FROM WHAT IS SHOWN ON CONTROL POINT
SUBGRADE GRADING ACTIVITIES.
ADDITIONAL VOLUME IN RESPONSE TO SURVEY DATA PROVIDED BY CONTRACTOR DURING
IF NECESSARY, CONTRACTING OFFICER WILL ADJUST SUBGRADE GRADING PLAN TO ACCOMODATE
TERMINATION DETAILS ON SHEETS C-502 AND C-503.
LOCATION MAY BE ADJUSTED BY THE CONTRACTING OFFICER. SEE CAP TIE-IN DETAILS AND CAP
IF EXISTING COVER CLAY LAYER IS NOT PRESENT AT THE TEST PIT LOCATIONS, THE TIE IN
B-5
GDH/B-3
W-9A
LEGEND
PS#1
GENERAL SHEET NOTES:
TEMPORARY GAS PROBE
SURVEY CONTROL POINT
CULVERT
SOIL BORING
MANHOLE/VAULT
NATIONAL FUEL GAS TONAWANDA PIPELINE
VERIZON BURIED LINE
UTILITY POLE
PROPERTY BOUNDARY
HYDRANT
STORM WATER CULVERT
VEGETATION/BRUSH LINE
MONITORING WELL
FINAL COVER AREA
APPROXIMATE EXISTING LANDFILL
PUMPSTATION
AREA OF FUSRAP CONTAMINATION (REMEDIAL INVESTIGATION, 1993)
AREA OF FUSRAP CONTAMINATION (SAIC, 2001)
LEACHATE COLLECTION PIPE (APPROXIMATE LOCATION)
APPROXIMATE EXISTING CUT-OFF WALL
EXISTING SURFACE WATER FLOW AND DIRECTION
B-15
SHELBY TUBE
DRAWINGS. ACTUAL LOCATIONS ARE UNKNOWN.
4. THE LEACHATE COLLECTION FORCEMAIN LINES ARE INTERPRETED LOCATIONS BASED ON HISTORICAL
AND ADDENDUM ARE PROVIDED BY THE GOVERNMENT UNDER SEPARATE COVER.
3. SOIL BORING LOCATIONS ARE SURVEYED BY FRANDINA, JULY 16, 2021. THE FIELD INVESTIGATION REPORT
HORIZONTAL DATUM = NAD83 (2011), NEW YORK STATE PLANE, ZONE 3103, U.S. SURVEY FEET.
SURVEYING, PC. DATES OF SURVEY: 6-10-2021, 7-14-2021, AND 10-18-2021. VERTICAL DATUM = NAVD88.
2. TOPOGRAPHIC MAP INSIDE SURVEY BOUNDARY PERFORMED BY FRANDINA ENGINEERING AND LAND
FROM ORTHOS.DHSES.NY.GOV). YEAR OF SURVEY: 2019.
1. TOPOGRAPHIC CONTOURS FROM NEW YORK STATE LIDAR SURVEY, NYS GIS PROGRAM OFFICE (ACCESSED
LEACHATE COLLECTION FORCEMAIN (APPROXIMATE LOCATION)
AREA OF FUSRAP CONTAMINATION (REMEDIAL INVESTIGATION, 1993)
AREA OF FUSRAP CONTAMINATION (SAIC, 2001)
LEACHATE COLLECTION PIPE (APPROXIMATE LOCATION)
EXISTING SURFACE WATER FLOW AND DIRECTION
EXISTING RIPRAP
EXISTING ASPHALT PAVING
EXISTING CONCRETE PAVING
EXISTING STONE DRIVE
LEACHATE COLLECTION FORCEMAIN (APPROXIMATE LOCATION)
LINING INV. 585.1
END OF 30" SLIP
LINING INV. 580.9
END OF 30" SLIP
PERIMETER ROAD
ACCESS ROAD
BENCH (TYP.)
EXISTING DRAINAGE
PERIMETER ROAD
LANDFILL FINAL COVER
LIMITS OF EXISTING
LANDFILL FINAL COVER
LIMITS OF EXISTING
LANDFILL FINAL COVER
LIMITS OF EXISTING
EXISTING POLE
WITH 30" SLIP LINING
CONCRETE CULVERT
EXISTING 48"
COLLECTION MANHOLE
EXISTING LEACHATE
CUT-OFF WALL
APPROXIMATE EXISTING
(APPROXIMATE-SEE NOTE 4).
LEACHATE COLLECTION FORCEMAIN
DRAWINGS. ACTUAL LOCATIONS ARE UNKNOWN.
4. THE LEACHATE COLLECTION FORCEMAIN LINES ARE INTERPRETED LOCATIONS BASED ON HISTORICAL
AND ADDENDUM ARE PROVIDED BY THE GOVERNMENT UNDER SEPARATE COVER.
3. SOIL BORING LOCATIONS ARE SURVEYED BY FRANDINA, JULY 16, 2021. THE FIELD INVESTIGATION REPORT
HORIZONTAL DATUM = NAD83 (2011), NEW YORK STATE PLANE, ZONE 3103, U.S. SURVEY FEET.
SURVEYING, PC. DATES OF SURVEY: 6-10-2021, 7-14-2021, AND 10-18-2021. VERTICAL DATUM = NAVD88.
2. TOPOGRAPHIC MAP INSIDE SURVEY BOUNDARY PERFORMED BY FRANDINA ENGINEERING AND LAND
FROM ORTHOS.DHSES.NY.GOV). YEAR OF SURVEY: 2019.
1. TOPOGRAPHIC CONTOURS FROM NEW YORK STATE LIDAR SURVEY, NYS GIS PROGRAM OFFICE (ACCESSED
MANHOLES IS UNKNOWN
ALIGNMENT OF PIPES BETWEEN
MANHOLES IS UNKNOWN
ALIGNMENT OF PIPES BETWEEN
610610
5% MIN
10%
20%
25% MAX
15-20% 20%
7-10% 10%
5% MIN
25% MAX
16%
20%
10%
EL 630.17'
EL 650.17'
EL 651.67'
E L
.1
EL 651.83'
EL 645.17'
EL 655.17'
EL 665.17'
EL 675.17'
EL 685.17'
EL 692.67'
EL 693.97'
EL 697.89'
E L
.1
10%
20%
20%
EL 645.17'
8.8%
MIN
5%
8.8%
5% MIN
CG-502
B B'
A
A
G
G
F F'
E
D'D
C C
CG-502
C G -5
C G -5
CG-502 CG-502
C G -5
C G -5
CG-502 CG-502
C G -5
C G -5
A'
C
D
C
D
C G -3
C G -3
C G -3
C G -3
CG-301
A
CG-301
B B
C G -3
C G -3
E E
C G -3
C G -3
CG-
CG-
H
H' C G -5
C G -5
E
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
12+00
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
12+00
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
12+00
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
12+00
N
CG-103
F
IN
IS
H G
R A
D E P
L A
N
F2
CS-501
EXTENSION
MANHOLE
CS-501
F2
EXTENSION
MANHOLE
CP-501
M2
OF TIE-IN
ROAD AFTER COMPLETION
RESTORE PERIMETER
100' 200'0
EACH CONSTRUCTED SOIL LAYER.
MEASUREMENTS NECESSARY TO ASSESS THE TOP SURFACE ELEVATION AND THICKNESS OF
CONTRACTOR MUST ASSIST THE CONTRACTING OFFICER WITH SURVEY DATA AND OTHER C.
THE REQUIRED LAYER THICKNESSES ARE PROVIDED.
LAYER THICKNESS. IF ELEVATIONS ARE ADJUSTED, CONTRACTOR MUST DEMONSTRATE THAT
ADJUSTMENT TO ANY TOP OF LAYER ELEVATION IS NECESSARY TO PROVIDE THE CORRECT B.
SUBGRADE MATERIAL PLACEMENT.
IF AN INCREASE TO THE TOP OF THE SUBGRADE ELEVATION IS NECESSARY TO ACCOMODATE A.
TABLES IN THE FOLLOWING CIRCUMSTANCES:
CONTRACTING OFFICER MAY ADJUST ELEVATIONS FROM WHAT IS SHOWN ON CONTROL POINT 4.
3. CONTOURS OF FUSRAP ENGINEERED CAP REPRESENT THE FINISH GRADE.
SEE CG-605 AND CG-606
NE BENCH DRAIN,
SEE CG-605 AND CG-606
TOP BENCH DRAIN,
SEE CG-605 AND CG-606
SE BENCH DRAIN,
SEE CG-605 AND CG-606
SW BENCH DRAIN,
LANDFILL FINAL COVER
LIMITS OF EXISTING
-0
-2
-4
-2
-2
-4
-2
-5
-6
-4
-7
-5
-4
-4
-2
-8
-2
-5
-14
-9
-8-7 -6
-6
4 4
-5
-5
-4
-4
-1
7 4
-3
-3
-4
-5
-4
-4
-3
-3 -3
-3
-3
-3
-3
-3
-3
-3
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-2
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1
-1 -1
-1
-1
-1
-1
-1
PS#1
PS#2
CP #4
C L F
C L F
CLF
CLF
CLF
CLF
C L F
C L F
CLF
CLF
CLF
CLF
N
N
N
N
N
N
N
E 1059000
N
E 1057500
E 1058000
E 1058500
E 1059000
E 1057000
S T
NOTE: ALL PLAN SHEETS MUST BE PRINTED IN COLOR
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
B U
F F
A L
O D
IS
T R
IC
T
B U
F F
A L
O
N E
W Y
O R
K
W
Q R -C
G -C
G .d g n
K F
A N
S
ID
CERTIFIED FINAL - RTA
E N
G
IN
E E
R E
D C
A P
T O
N A
W A
N D
A
N E
W Y
O R
K
A C
T
IO
N P
R O
G R
A M F
U S
R A
P S
IT
E
S E
A W
A Y F
O R
M E
R L
Y U
T
IL
IZ
E D S
IT
E S R
E M
E D
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M F
C E
N L
-1
-2
LINING INV. 585.1
END OF 30" SLIP
LINING INV. 580.9
END OF 30" SLIP
PERIMETER ROAD
ACCESS ROAD
BENCH (TYP.)
EXISTING DRAINAGE
PERIMETER ROAD
LANDFILL FINAL COVER
LIMITS OF EXISTING
LANDFILL FINAL COVER
LIMITS OF EXISTING
LANDFILL FINAL COVER
LIMITS OF EXISTING
EXISTING POLE
WITH 30" SLIP LINING
CONCRETE CULVERT
EXISTING 48"
COLLECTION MANHOLE
EXISTING LEACHATE
CUT-OFF WALL
APPROXIMATE EXISTING
DRAWINGS. ACTUAL LOCATIONS ARE UNKNOWN.
4. THE LEACHATE COLLECTION FORCEMAIN LINES ARE INTERPRETED LOCATIONS BASED ON HISTORICAL
AND ADDENDUM ARE PROVIDED BY THE GOVERNMENT UNDER SEPARATE COVER.
3. SOIL BORING LOCATIONS ARE SURVEYED BY FRANDINA, JULY 16, 2021. THE FIELD INVESTIGATION REPORT
HORIZONTAL DATUM = NAD83 (2011), NEW YORK STATE PLANE, ZONE 3103, U.S. SURVEY FEET.
SURVEYING, PC. DATES OF SURVEY: 6-10-2021, 7-14-2021, AND 10-18-2021. VERTICAL DATUM = NAVD88.
2. TOPOGRAPHIC MAP INSIDE SURVEY BOUNDARY PERFORMED BY FRANDINA ENGINEERING AND LAND
FROM ORTHOS.DHSES.NY.GOV). YEAR OF SURVEY: 2019.
1. TOPOGRAPHIC CONTOURS FROM NEW YORK STATE LIDAR SURVEY, NYS GIS PROGRAM OFFICE (ACCESSED
MANHOLES IS UNKNOWN
ALIGNMENT OF PIPES BETWEEN
MANHOLES IS UNKNOWN
ALIGNMENT OF PIPES BETWEEN
0 0
MH #1373MH #663
MH #188
MH #1417
MH #1473
MH #1231
MH #2383
MH #457
MH #414
A'
C
D
C
D
C G -3
C G -3
C G -3
C G -3
CG-301
A
CG-301
B B
C G -3
C G -3
E E
C G -3
C G -3
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
12+00
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
12+00
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
12+00
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
12+00
MANHOLE
PROTECT EXISTING
4.
SECTION 02 41 00, SECTION 02 61 13, SECTION 31 00 00, AND SECTION 31 11 00.
RELOCATING / REGRADING EXISTING IN PLACE MATERIAL AND PLACING IMPORTED FILL. SEE SPECIFICATION
3. CONTOURS OF FUSRAP ENGINEERED CAP REPRESENT THE SUBGRADE ELEVATIONS ACHIEVED BY
WITNESS THE TEST PITS.
LOCATIONS AND AS SHOWN ON THIS SHEET. THE CONTRACTING OFFICER (CELRB) MUST BE PRESENT TO
PERFORM TEST PITS TO CONFIRM THE PRESENCE OF THE EXISTING COVER CLAY LAYER AT THE FOLLOWING
LANDFILL FINAL COVER
LIMITS OF EXISTING
INSTALLED PRIOR TO SUBGRADE GRADING ACTIVITIES.
SEE SHEET CG-106 FOR TEMPORARY STORMWATER MANAGEMENT FEATURES TO BE8.
EACH CONSTRUCTED SOIL LAYER.
MEASUREMENTS NECESSARY TO ASSESS THE TOP SURFACE ELEVATION AND THICKNESS OF
CONTRACTOR MUST ASSIST THE CONTRACTING OFFICER WITH SURVEY DATA AND OTHER C.
THE REQUIRED LAYER THICKNESSES ARE PROVIDED.
LAYER THICKNESS. IF ELEVATIONS ARE ADJUSTED, CONTRACTOR MUST DEMONSTRATE THAT
ADJUSTMENT TO ANY TOP OF LAYER ELEVATION IS NECESSARY TO PROVIDE THE CORRECT B.
SUBGRADE MATERIAL PLACEMENT.
IF AN INCREASE TO THE TOP OF THE SUBGRADE ELEVATION IS NECESSARY TO ACCOMODATE A.
TABLES IN THE FOLLOWING CIRCUMSTANCES:
CONTRACTING OFFICER MAY ADJUST ELEVATIONS FROM WHAT IS SHOWN ON CONTROL POINT
SUBGRADE GRADING ACTIVITIES.
ADDITIONAL VOLUME IN RESPONSE TO SURVEY DATA PROVIDED BY CONTRACTOR DURING
IF NECESSARY, CONTRACTING OFFICER WILL ADJUST SUBGRADE GRADING PLAN TO ACCOMODATE
TERMINATION DETAILS ON SHEETS C-502 AND C-503.
LOCATION MAY BE ADJUSTED BY THE CONTRACTING OFFICER. SEE CAP TIE-IN DETAILS AND CAP
IF EXISTING COVER CLAY LAYER IS NOT PRESENT AT THE TEST PIT…
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