1200535 NYANG Syracuse ECF - REVISED CIVIL DWGS_2021-10-21.pdf
PDF 10 MB Posted
- Attached to
- Entry Control Facility
- Solicitation number
- W50S8N21B0001
- Issued by
-
Department of the Army National Guard
About this file
This document outlines a federal construction contract solicitation. The solicitation is for construction of a new Entry Control Facility complex at the New York Air National Guard base in Syracuse. Work includes building a gate house, guard booth, vehicle and commercial vehicle inspection areas, pavements, fencing, gates, site lighting and drainage. The project magnitude is between $1 million and $5 million. The solicitation is a total Service Disabled Veteran Owned Small Business set-aside with a response deadline in October 2021. The contract will be awarded to the responsible bidder offering the most advantageous price.
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10P SPIKE
N:1129985.41
E:948959.53
EL:402.71
32"
22"
22"
38"
18"
24"
30"
26"
32"
GRAVEL
D
O
U
B
L
E
Y
E
L
L
O
W
L
I
N
E
D
O
U
B
E
Y
L
L
N
E
8"
CONC
AIRCRAFT
DISPLAY PAD
DETENTION
BASIN
B R
I C
K
S I G
N
FL
FL
FL
FL
BRICK
COLUMNS
/ IRON
FENCE
WARNING
SIGN
12"
16"
16"
16"
16"
20"
12"
16"
16"
16"
12"
12"
(3)12"
16"
12"
16"
16"
16"
16"
WARNING
SIGN
WARNING
SIGN
22"
20"
20"
16"
20"
12"
12"
18"
16"
8"
10"
22"
18"
12"
26"
24"
24"
18"
WARNING
SIGN
D O
U B
L E
Y E
L L O
W L
IN
E
D O
U B
L E
Y E
L L O
W L
IN
E
S
IN
G L E
W H
IT
E
L
IN
E
D A
S H
E D
W H
IT
E
L
IN
E
S
IN
G L E
W H
IT
E
L
IN
E
CONTROL POINT 4
10P SPIKE
N:1129574.96
E:948405.51
EL:396.80
S
IN
G L E
W H
IT
E
L
IN
E
S
IN
G L E
W H
IT
E
L
IN
E
S
IN
G L E
W H
IT
E
L
IN
E
SPEED
LIMIT
SIGN
WARNING
SIGN
WARNING
SIGN
WARNING
SIGN
WARNING
SIGN
GLMWARNING
SIGN
E A
S T
M O
L L O
Y R
O A
D
C O
U N
T Y
R O
U T
E
(P U
B L
IC
R /W
V A
R
IE
S
A S
P H
A L T
P A
V E
M E
N T
M
P H
P O
S T
E D
S P
E E
D L
IV
M
IT
C
O
N
C
A
L
K
SPEED LIMIT
45 SIGN
ACIRF
R
I G
H T
F
W
A Y
R W
R W
R W
R W
M O
N U
M E
N T
E D
P E
R M
A N
E N
T E
A S
E M
E N
T
F O
R H
IG
H
W A
Y P
U R
P O
S E
S A
C Q
U
IR
E D
B Y
O N
O N
D A
G A
C O
U N
P
R
M A
P
R E
F E
R E
N C
E N
O
ONONDAGA COUNTY WATER
AUTHORITY
EASEMENT PER MAP REFERENCE NO. 1
12"
S T
O P
B A
R
LANDS NOW OR FORMERLY
UNITED STATES OF
AMERICA
TM 15-1-02.1 & 14
BK. 1017 PG. 253
UNDER LICENSE
DACA51-3-85-116 SA 3
TO
THE NEW YORK AIR
NATIONAL GUARD
LANDS NOW OR FORMERLY
UNITED STATES OF AMERICA
TM 15-1-02.1 & 14
BK. 1017 PG. 253
UNDER LICENSE
DACA51-3-85-116 SA 3
TO
THE NEW YORK AIR
NATIONAL GUARD
BUS / HC
ACCESSIBLE
SIGN
CHIEF MULA DRIVE
(PRIVATE)
VARIABLE WIDTH ASPHALT PAVEMENT
15 MPH POSTED SPEED LIMIT
R
I
P
R
A
P
X
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X
X
X
X
X
X
X
X
X
X
X
X
X
E . M
O
LLO
Y R
D
3 4 5
A
B
C
B3 - 100% SUBMITTAL
SHEET ID
C O
N S
T R
U C
T
E
N T
R
N
T R
C
I L
I T
Y
H A
N C
O C
K
F
I E
D
G
B
T
H
A
T T
A C
K
W
I N
G
M A
T T
Y D
A L
E
N
R
K
N E
W
Y
O R
K
A
T
I O
N A
L
G
U A
R D
H A
N C
O C
K
F
I E
G
B
N
R
K a r k w a y
L a n e
S u i t e
P e a c h t r e e
C o r n e r s
G
A
P h o n e
F a x
J O
B
N
O
S I Z
E
A N
S I
D
F I
M
E
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
I S
S U
E
D
A T
E
J U
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
W P
Q F
F I
U N
B E
R
D A
T E
D E
S C
R I P
T I O
N M
A R
K
1 2
D
A
M X
F
Y C
B
M
C
A D
C
S D
W G
ORIGINAL SHEET SIZE 22" X 34"
SCALE: 1" = 30'
0 15' 30' 60' 90'
NORTH
A1
SITE PLAN
S I T
E
P
L A
N
M A
B
C E
P
T L
N
M L
C S
D
W G
CS101
A. REFER TO SHEET C-001 FOR GENERAL CIVIL NOTES,
LEGEND, AND ABBREVIATIONS
B. THIS SHEET IS PART OF A MULTI-SHEET SET OF
CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL
SET TO BEST ENSURE PROPER INTERPRETATION.
SHEET NOTES:
MATCH LINE
SEE CS102
1. GUARD BOOTH, SEE ARCHITECTURAL DRAWINGS FOR
ADDITIONAL INFORMATION
2. CANOPY, SEE ARCHITECTURAL PLANS FOR ADDITIONAL
INFORMATION
3. GATE HOUSE, SEE ARCHITECTURAL PLANS FOR
ADDITIONAL INFORMATION
6. CONCRETE SIDEWALK - DETAIL C4/C-501
7. 8" HIGH CONCRETE HEADER CURB - DETAIL B3/C-501
8. 6' DOUBLE SWING GATE WITH PRIVACY SLATS - DETAIL
A1/C-503
9. SLIDING GATE - DETAIL A1/C-504
10. 7' HIGH CHAIN LINK FENCE WITH 1' OUTRIGGERS AWAY
FROM FACILITY - DETAIL A1/C-502
11. 6' HIGH CHAIN LINK FENCE WITH PRIVACY SLATS AROUND
COMMERCIAL VEHICLE INSPECTION AREA - DETAIL A1/C-503
12. 8' WIDE, 8" HIGH CONCRETE ISLAND - DETAIL C3/C-501
13. GRASSED ISLAND (BASE BID)
14. 6" HIGH CONCRETE HEADER CURB - DETAIL B3/C-501
15. 6" HIGH CONCRETE ISLAND - DETAIL D3/C-501
17. ASPHALT PAVEMENT - DETAIL A2/C-501
19. 6" CONCRETE BOLLARD, TYPICAL - DETAIL A3/C-501
20. 24" WIDE WHITE PAVEMENT STOP BAR STRIPING
22. BID OPTION 2 - SEE CS103
24. 8" CONCRETRE BOLLARD, TYPICAL - DETAIL A3/C-501
25. PROVIDE A 2' TRANSITION FROM 8" HIGH CONCRETE
HEADER CURB (DETAIL B3/C-501) TO 6" HIGH CONCRETE
HEADER CURB (DETAIL B3/C-501). END THE TRANSITION AT
THE LOCATION OF THE MULTI-LEADER.
26. PROVIDE FENCE REINFORCEMENTS FOR 20' ON EACH SIDE
OF THE ENTRANCE GATE - DETAIL A1/C-506
KEYNOTES:
A
D D
E N
D U
M
R
E V
I S
A
W I N
G S
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E
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E
E
U
S
U
S
U
S
U
S
U
S
U
S
U
S
U
S
U
S
U S
U S
U S
E
E
E
E
X
X
X
U
S
U
S
U S
U S
U S
U
S
U S
U S
U S
U S
E
E
E
E
E
E
E
E
E
E
E
X
X
E
10P SPIKE
N:1129985.41
E:948959.53
EL:402.71
32"
22"
22"
38"
18"
24"
30"
26"
32"
C
GRAVEL
D
O
U
B
L
E
Y
E
L
L
N
E
D
O
U
B
L
L
N
E
T
8"
C
CONC
AIRCRAFT
DISPLAY PAD
DETENTION
BASIN
B R
I C
K
S I G
N
FL
FL
FL
FL
BRICK
COLUMNS
/ IRON
FENCE
WARNING
SIGN
12"
16"
16"
16"
16"
20"
12"
16"
16"
16"
12"
12"
(3)12"
16"
12"
16"
16"
16"
16"
WARNING
SIGN
WARNING
SIGN
22"
20"
20"
16"
20"
12"
12"
18"
16"
8"
10"
22"
18"
12"
26"
24"
24"
18"
WARNING
SIGN
D O
U B
L E
Y E
L L O
W L
IN
E
D O
U B
L E
Y E
L L O
W L
IN
E
S
IN
G L E
W H
IT
E
L
IN
E
D A
S H
E D
W H
IT
E
L
IN
E
S
IN
G L E
W H
IT
E
L
IN
E
CONTROL POINT 4
10P SPIKE
N:1129574.96
E:948405.51
EL:396.80
S
IN
G L E
W H
IT
E
L
IN
E
S
IN
G L E
W H
IT
E
L
IN
E
S
IN
G L E
W H
IT
E
L
IN
E
SPEED
LIMIT
SIGN
WARNING
SIGN
WARNING
SIGN
WARNING
SIGN
WARNING
SIGN
GLMWARNING
SIGN
E A
S T
M O
L L O
Y R
O A
D
C O
U N
T Y
R O
U T
E
(P U
B L
IC
R /W
V A
R
IE
S
A S
P H
A L T
P A
V E
M E
N T
M
P H
P O
S T
E D
S P
E E
D L
IV
M
IT
C
O
L
K
SPEED LIMIT
45 SIGN
TB
ACIRF
R
I G
W
A Y
R W
R W
R W
R W
M O
N U
M E
N T
E D
P E
R M
A N
E N
T E
A S
E M
E N
T
F O
R H
IG
H
W A
Y P
U R
P O
S E
S A
C Q
U
IR
E D
B Y
O N
O N
D A
G A
C O
U N
R
M A
P
R E
F E
R E
N C
E N
O
ONONDAGA COUNTY WATER
AUTHORITY
EASEMENT PER MAP REFERENCE NO. 1
12"
S T
O P
B A
R
LANDS NOW OR FORMERLY
UNITED STATES OF
AMERICA
TM 15-1-02.1 & 14
BK. 1017 PG. 253
UNDER LICENSE
DACA51-3-85-116 SA 3
TO
THE NEW YORK AIR
NATIONAL GUARD
LANDS NOW OR FORMERLY
UNITED STATES OF AMERICA
TM 15-1-02.1 & 14
BK. 1017 PG. 253
UNDER LICENSE
DACA51-3-85-116 SA 3
TO
THE NEW YORK AIR
NATIONAL GUARD
BUS / HC
ACCESSIBLE
SIGN
CHIEF MULA DRIVE
(PRIVATE)
VARIABLE WIDTH ASPHALT PAVEMENT
15 MPH POSTED SPEED LIMIT
R
I
P
R
A
P
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
E . M
O
LLO
Y R
D
X
X
X
X
X
3 4 5
A
B
C
B3 - 100% SUBMITTAL
SHEET ID
C O
N S
T R
U C
T
E
N T
N
T R
C
I L
I T
Y
H A
N C
O C
K
F
I E
G
B
T
H
A
T T
A C
K
W
I N
G
M A
T T
Y D
A L
E
N
R
K
N E
W
Y
O R
K
A
T
I O
N A
L
G
U A
R D
H A
N C
O C
K
F
I E
G
B
N
R
K r k w a y
L a n e
S u i
P e a c h t r e e
C o r n e r s
G
A
P h o n e
F a x
J O
B
N
O
S I Z
E
A N
S I
D
F I
M
E
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
I S
S U
E
D
A T
E
J U
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
W P
Q F
F I
N
B E
R
D A
T E
D E
S C
R I P
T I O
N M
A R
K
1 2
D
A
M X
F
Y C
M
C
A D
C
S D
W G
ORIGINAL SHEET SIZE 22" X 34"
SCALE: 1" = 30'
0 15' 30' 60' 90'
NORTH
A1
DEMOLITION, SITE, AND UTILITY PLANS - BID OPTIONS
D E
M O
L I T
I O
N
S
I T
E
A
I L
I T
Y
P
L A
S
I D
O P
T I O
N S
M A
B
C E
P
T L
N
M L
C S
D
W G
CS103
A. REFER TO SHEET C-001 FOR GENERAL CIVIL NOTES,
LEGEND, AND ABBREVIATIONS
B. THIS SHEET IS PART OF A MULTI-SHEET SET OF
CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL
SET TO BEST ENSURE PROPER INTERPRETATION.
SHEET NOTES:
MATCH LINE
SEE CS104
A. BID OPTION 1 - UPGRADE MEDIAN INFILL FROM GRASS TO
STONE.
B. BID OPTION 2 - MOTORIZE GATES AND OPERATOR.
D. BID OPTION 4 - PROVIDE COVERED CVI SHELTER. (SEE SHEET
A-101)
E. BID OPTION 5 - ADDITIONAL DEMOLITION OUTSIDE OF
CONSTRUCTION FOOTPRINT.
BID OPTIONS:
LEGEND
BID OPTION 1
A
A
A
A
B
D
BID OPTION 5
E
E
E
A
D D
E N
D U
M
R
E V
I S
A
W I N
G S
X
X
X
X
X
X
X
X
X
X
X
C
GRAVEL
D
O
U
B
L
E
Y
E
L
L
N
E
D
O
U
B
L
L
N
E
T
C
CONC
AIRCRAFT
DISPLAY PAD
DETENTION
BASIN
B R
I C
K
S I G
N
FL
FL
FL
FL
BRICK
COLUMNS
/ IRON
FENCE
WARNING
SIGN
WARNING
SIGN
WARNING
SIGN
WARNING
SIGN
D O
U B
L E
Y E
L L O
W L
IN
E
D O
U B
L E
Y E
L L O
W L
IN
E
S
IN
G L E
W H
IT
E
L
IN
E
D A
S H
E D
W H
IT
E
L
IN
E
S
IN
G L E
W H
IT
E
L
IN
E
S
IN
G L E
W H
IT
E
L
IN
E
S
IN
G L E
W H
IT
E
L
IN
E
S
IN
G L E
W H
IT
E
L
IN
E
SPEED
LIMIT
SIGN
WARNING
SIGN
WARNING
SIGN
WARNING
SIGN
WARNING
SIGN
GLMWARNING
SIGN
E A
S T
M O
L L O
Y R
O A
D
C O
U N
T Y
R O
U T
E
(P U
B L
IC
R /W
V A
R
IE
S
A S
P H
A L T
P A
V E
M E
N T
M
P H
P O
S T
E D
S P
E E
D L
IV
M
IT
C
O
L
K
SPEED LIMIT
45 SIGN
TB
ACIRF
R
I G
W
A Y
R W
R W
R W
R W
M O
N U
M E
N T
E D
P E
R M
A N
E N
T E
A S
E M
E N
T
F O
R H
IG
H
W A
Y P
U R
P O
S E
S A
C Q
U
IR
E D
B Y
O N
O N
D A
G A
C O
U N
R
M A
P
R E
F E
R E
N C
E N
O
ONONDAGA COUNTY WATER
AUTHORITY
EASEMENT PER MAP REFERENCE NO. 1
S T
O P
B A
R
BUS / HC
ACCESSIBLE
SIGN
CHIEF MULA DRIVE
(PRIVATE)
VARIABLE WIDTH ASPHALT PAVEMENT
15 MPH POSTED SPEED LIMIT
R
I
P
R
A
P
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
E . M
O
LLO
Y R
D
12'
12'
12'
R
R
R
R
R
'4
R
R
R
3 4 5
A
B
C
B3 - 100% SUBMITTAL
SHEET ID
C O
N S
T R
U C
T
E
N T
N
T R
C
I L
I T
Y
H A
N C
O C
K
F
I E
G
B
T
H
A
T T
A C
K
W
I N
G
M A
T T
Y D
A L
E
N
R
K
N E
W
Y
O R
K
A
T
I O
N A
L
G
U A
R D
H A
N C
O C
K
F
I E
G
B
N
R
K r k w a y
L a n e
S u i
P e a c h t r e e
C o r n e r s
G
A
P h o n e
F a x
J O
B
N
O
S I Z
E
A N
S I
D
F I
M
E
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
I S
S U
E
D
A T
E
J U
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
W P
Q F
F I
N
B E
R
D A
T E
D E
S C
R I P
T I O
N M
A R
K
1 2
D
A
M X
F
Y C
M
C
A D
C
S D
W G
ORIGINAL SHEET SIZE 22" X 34"
SCALE: 1" = 30'
0 15' 30' 60' 90'
NORTH
A1
PAVEMENT MARKING AND SIGNAGE PLAN
P A
V E
M E
M
R
K I N
G
A
G
N A
G
A
N
M A
B
C E
P
T L
N
M L
C S
D
W G
CS105
A. REFER TO SHEET C-001 FOR GENERAL CIVIL NOTES,
LEGEND, AND ABBREVIATIONS
B. THIS SHEET IS PART OF A MULTI-SHEET SET OF
CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL
SET TO BEST ENSURE PROPER INTERPRETATION.
SHEET NOTES:
MATCH LINE
SEE CS106
1. 6" WIDE CROSSWALK WHITE PAVEMENT STRIPING - DETAIL
A4/C-501
2. 6" WIDE DASHED WHITE PAVEMENT STRIPING
3. 5" WIDE DASHED WHITE PAVEMENT STRIPING
4. 4" WIDE WHITE STRIPING @ 45 DEG FROM DIRECTION OF
TRAVEL (TYP)
5. TYPE "2" PAINTED TRAFFIC ARROW
6. 24" WIDE WHITE PAVEMENT STOP BAR STRIPING
7. R2-1 "SPEED LIMIT 5 MPH" SIGN (30" X 36")
8. R2-1 "SPEED LIMIT 15 MPH" SIGN (30" X 36")
9. R4-7 " VISITORS KEEP LEFT" SIGN (24' X 30")
10. R4-5 "TRUCKS USE RIGHT LANE" SIGN (24" X 30")
15. 6" WIDE WHITE PAVEMENT STRIPING
19. RELOCATED WARNING SIGN. SEE CD101 FOR ORIGINAL
LOCATION.
KEYNOTES:
T
Y
P
T
Y
P
A
D D
E N
D U
M
R
E V
I S
A
W I N
G S
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
E . M
O
LLO
Y R
D
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
X
X
X
X
X
X
FL
FL
FL
FL
CB
R
I G
W
A Y
R
R
30'
25'
22'
R
R8'
R8'
R5'
R10'
R
CO
CO
CO
CO
CO
CO
CO
CO
C O
CO
D
D
CO
C O
CO
CO
H
Y
D
S
R
R
153 154
R
R
R
R
R
R
R
R
R
R
R
R
R
R
3 4 5
A
B
C
B3 - 100% SUBMITTAL
SHEET ID
C O
N S
T R
U C
T
E
N T
N
T R
C
I L
I T
Y
H A
N C
O C
K
F
I E
G
B
T
H
A
T T
A C
K
W
I N
G
M A
T T
Y D
A L
E
N
R
K
N E
W
Y
O R
K
A
T
I O
N A
L
G
U A
R D
H A
N C
O C
K
F
I E
G
B
N
R
K r k w a y
L a n e
S u i
P e a c h t r e e
C o r n e r s
G
A
P h o n e
F a x
J O
B
N
O
S I Z
E
A N
S I
D
F I
M
E
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
I S
S U
E
D
A T
E
J U
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
W P
Q F
F I
N
B E
R
D A
T E
D E
S C
R I P
T I O
N M
A R
K
1 2
D
A
M X
F
Y C
M
C
A D
C
S D
W G
ORIGINAL SHEET SIZE 22" X 34"
SCALE: 1" = 30'
0 15' 30' 60' 90'
NORTH
A1
STAKING PLAN
S T
A K
I N
G
P
L A
N
M A
B
C E
P
T L
N
M L
C S
D
W G
CS108
A. REFER TO SHEET C-001 FOR GENERAL CIVIL NOTES,
LEGEND, AND ABBREVIATIONS
B. THIS SHEET IS PART OF A MULTI-SHEET SET OF
CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL
SET TO BEST ENSURE PROPER INTERPRETATION.
C. SEE SHEETS CS105 - CS107 FOR PAVEMENT MARKING AND
SIGNAGE PLAN.
D. ALL MEASUREMENTS ARE TO THE BACK OF CURB UNLESS
OTHERWISE NOTED.
SHEET NOTES:
R
MATCH LINE - SEE SHEET CS109
A
D D
E N
D U
M
R
E V
I S
A
W I N
G S
STAKING POINT TABLE
PT. #
NORTHING
1 129 589.74
1 129 601.43
1 129 629.50
1 129 749.96
1 129 754.61
1 129 780.03
1 129 826.53
1 129 829.62
1 129 955.92
1 129 985.11
1 130 085.27
1 130 065.20
1 129 960.32
1 130 092.55
1 130 084.44
1 130 084.65
1 130 084.02
1 130 083.44
1 130 093.02
1 130 092.56
1 130 139.37
1 130 217.92
1 130 239.11
1 130 258.01
1 130 253.75
1 129 594.50
1 129 702.85
1 129 854.04
1 129 874.70
1 130 084.83
1 129 883.49
1 129 878.50
1 129 888.06
1 129 895.42
1 129 882.12
1 129 883.56
1 129 881.03
1 129 882.55
1 129 888.01
1 130 040.01
1 130 042.00
1 130 042.68
1 130 042.88
1 130 042.47
1 130 042.18
1 130 041.83
1 130 036.15
1 130 121.49
1 129 661.16
1 130 259.82
1 130 304.31
1 129 593.82
1 129 702.17
1 129 846.26
1 129 848.37
1 129 852.39
1 129 839.14
1 129 836.57
1 129 848.84
1 129 846.84
1 129 822.21
EASTING
948 509.69
948 503.73
948 501.08
948 641.90
948 760.42
948 814.01
948 891.88
948 903.68
949 001.33
949 001.33
948 889.08
948 761.21
948 571.27
948 627.77
948 669.24
948 741.38
948 870.11
948 669.24
948 624.13
948 623.93
948 572.86
948 553.36
948 557.85
948 618.40
948 628.91
948 422.03
948 424.96
948 524.29
948 581.68
948 804.15
948 678.20
948 678.45
948 711.28
948 767.45
948 818.96
948 833.25
948 844.72
948 855.10
948 876.37
948 861.48
948 840.38
948 830.74
948 821.08
948 678.21
948 674.16
948 804.28
948 627.97
948 525.44
948 514.69
948 519.64
948 487.87
948 447.02
948 449.95
948 596.58
948 650.40
948 753.11
948 761.83
948 760.59
948 747.33
948 696.35
948 697.23
DESC.
BOC END
BOC
BOC PT
BOC PC
BOC PT
BOC PT PC
BOC PC
BOC
BOC PC
BOC PT
BOC PC
GRAIL
ST CO
GRAIL
GRAIL
GRAIL
BOC PC
BOC PT
BOC END
EOP @CURB
EOP MID
EOP PT
EOP PT PC
EOP PC
EOP
BOC
BOC PT
BOC PC
BOC PC
GRAIL
SW
BOC
BOC
BOC
BOC
FLUME
BOC
BOC
BOC PT
BOC PC
BOC
BOC
BOC
BOC PT
BOC PC
GRAIL
EOP PT
EOP PC
SGN
EOP PT
EOP PC
BOC
BOC PT
BOC PC
BOC
BOC
BOC
BOC
BOC
BOC
BOC
STAKING POINT TABLE
PT. #
NORTHING
1 129 820.41
1 129 818.27
1 129 693.37
1 129 593.24
1 129 809.02
1 129 813.12
1 129 808.82
1 129 798.94
1 129 795.03
1 129 767.03
1 129 781.02
1 129 786.05
1 129 781.74
1 129 771.87
1 129 854.66
1 129 856.49
1 130 059.52
1 130 059.16
1 130 066.10
1 130 066.52
1 129 849.50
1 129 847.67
1 129 877.80
1 129 923.36
1 129 947.09
1 129 950.96
1 129 927.53
1 129 878.00
1 130 280.02
1 130 274.71
1 130 259.85
1 130 259.68
1 130 269.23
1 130 256.28
1 130 250.72
1 130 241.12
1 130 238.85
1 130 254.69
1 130 259.08
1 129 732.37
1 129 624.02
1 129 617.15
1 129 704.24
1 129 711.75
1 129 603.72
1 129 687.22
1 129 726.71
1 130 041.47
1 130 041.19
1 130 195.35
1 130 034.66
1 129 840.83
1 129 850.96
1 129 864.76
1 130 033.86
1 129 830.86
1 130 052.75
1 130 063.23
1 130 062.76
1 129 656.53
1 129 828.99
EASTING
948 651.42
948 596.81
948 471.47
948 468.77
948 641.61
948 746.39
948 751.06
948 742.04
948 642.16
948 618.24
948 617.69
948 745.45
948 750.12
948 741.11
948 823.64
948 870.33
948 868.60
948 642.61
948 643.72
948 868.50
948 870.66
948 823.92
948 673.48
948 618.30
948 476.05
948 480.07
948 623.14
948 678.48
948 514.44
948 511.61
948 499.02
948 505.43
948 513.52
948 577.08
948 591.67
948 596.44
948 603.15
948 595.27
948 583.78
948 388.94
948 385.05
948 543.68
948 546.67
948 554.25
948 507.76
948 531.35
948 574.62
948 678.21
948 674.30
948 569.03
948 628.18
948 628.11
948 831.51
948 913.74
948 611.00
948 916.96
948 910.17
948 836.88
948 750.18
948 415.14
948 536.12
DESC.
BOC
BOC PC
BOC PT
BOC
BOC
BOC
BOC
BOC
BOC
BOC
BOC
BOC
BOC
BOC
BOC
BOC
BOC PC
BOC PC
BOC PT
BOC PC
BOC
BOC
EOP
SW
SW
SW
SW
EOP
SW @EOP POC
SW
SW @EX
SW @EX
SW
SW @POC EOP
SW
SW
SW
SW
SW @POC EOP
FNC
FNC
FNC
FNC
FNC
LP
LP
LP
GRAIL
GRAIL
LP
GRAIL
LP
LP
LP
GRAIL
SGN
LP
LP
LP
LP
SGN
STAKING POINT TABLE
PT. #
NORTHING
1 129 777.55
1 129 860.70
1 129 945.90
1 129 890.86
1 129 856.83
1 129 901.90
1 129 665.36
1 130 086.34
1 130 245.03
1 130 087.97
1 130 087.94
1 130 087.58
1 130 214.75
1 130 031.90
1 129 884.28
1 130 038.54
1 129 896.14
1 129 895.49
1 129 910.84
1 129 920.34
1 129 923.18
1 129 951.91
1 130 105.17
1 130 041.01
1 129 920.63
1 130 016.72
1 129 911.14
1 129 775.15
1 129 588.70
1 129 585.69
1 129 880.55
1 129 880.64
1 129 611.55
1 129 615.27
1 130 071.01
1 129 791.48
1 130 011.87
1 129 816.34
1 129 803.20
1 129 779.58
1 129 702.09
1 130 062.51
1 130 056.08
1 129 851.03
1 129 789.12
1 129 897.21
1 130 084.33
1 130 083.81
1 129 951.27
1 129 958.82
1 129 959.04
1 130 049.14
1 129 759.30
1 130 103.77
1 130 286.85
1 130 062.89
1 130 123.47
1 130 123.38
1 130 085.83
1 130 026.95
1 130 107.94
EASTING
948 438.14
948 525.02
948 969.47
948 709.76
948 522.81
948 748.72
948 468.04
948 531.70
948 514.08
948 862.15
948 805.48
948 717.08
948 518.19
948 608.86
948 843.75
948 706.23
948 633.63
948 605.47
948 450.23
948 449.86
948 558.55
948 570.05
948 641.20
948 564.86
948 457.35
948 574.78
948 457.72
948 629.56
948 421.88
948 422.30
948 831.86
948 834.88
948 500.86
948 500.36
948 526.00
948 825.30
948 955.22
948 472.67
948 494.79
948 509.03
948 538.01
948 654.51
948 557.79
948 820.28
948 822.77
948 738.65
948 916.79
948 919.75
948 929.62
948 966.00
948 973.00
948 978.29
948 794.83
948 604.52
948 510.33
948 639.37
948 604.61
948 624.61
948 646.18
948 896.30
948 599.12
DESC.
LP
LP
LP
LP
SGN
FH
SGN
LP
LP
SGN
SGN
SGN
SGN
SGN
SGN
SGN
HW
HW
EOP
EOP
HW
HW
HW
ST JB
EOP
ST WI
EOP
LP
FLUME
FLUME
FLUME
FLUME
FLUME
FLUME
SW @EX
FLUME
LP
BOC MID
BOC MID
BOC MID
BOC MID
LP
EOP
EOP MID
FLUME
BOC
FLUME
FLUME
BOC MID
BOC MID
BOC MID
BOC MID
LP
EOP
EOP MID
BOC MID
EOP
EOP
BOC MID
FLUME
EOP MID
STAKING POINT TABLE
PT. #
NORTHING
1 130 252.60
1 130 084.15
1 130 086.99
1 129 805.76
1 129 741.04
1 130 023.42
1 130 028.84
1 130 175.14
1 129 813.27
1 129 876.10
1 129 608.42
1 129 632.88
1 129 704.58
1 129 725.48
1 129 735.92
1 129 742.80
1 129 745.92
1 129 744.56
1 129 745.45
1 129 726.21
1 129 750.53
1 129 766.40
1 129 777.19
1 129 747.99
1 129 784.59
1 129 632.86
1 129 617.85
1 129 618.79
1 129 587.38
1 130 268.28
1 130 037.13
1 129 759.84
1 129 762.65
1 129 764.39
1 129 866.67
1 129 867.96
1 129 870.32
1 129 943.56
1 129 938.56
1 129 943.42
1 129 938.56
1 130 053.24
1 129 843.58
1 129 833.80
1 129 819.03
1 129 825.05
1 129 818.57
1 129 766.46
1 129 770.55
1 130 036.17
1 129 595.38
1 129 594.76
1 129 593.50
1 129 601.88
1 129 609.13
1 129 750.03
1 129 767.01
1 129 847.44
1 129 847.55
1 129 881.40
1 129 881.85
EASTING
948 577.99
948 873.52
948 918.84
948 733.73
948 479.79
948 894.61
948 893.40
948 560.38
948 856.35
948 974.07
948 509.47
948 506.18
948 543.65
948 573.54
948 594.80
948 617.46
948 640.94
948 607.51
948 610.85
948 604.20
948 758.54
948 805.09
948 816.85
948 864.51
948 825.37
948 465.44
948 469.44
948 447.70
948 415.20
948 518.56
948 638.51
948 436.87
948 437.99
948 431.76
948 550.62
948 553.33
948 550.53
948 539.06
948 538.58
948 501.08
948 499.80
948 556.13
948 694.10
948 694.48
948 695.06
948 671.23
948 683.28
948 673.38
948 673.38
948 662.26
948 343.58
948 400.44
948 512.73
948 523.89
948 617.09
948 630.76
948 630.10
948 689.12
948 692.59
948 624.95
948 683.83
DESC.
SGN
BOC PT
FLUME
LP
SGN
FLUME
FLUME
EOP PC
BOC MID
BOC MID
FLUME
SGN
SGN
FNC
FNC
FNC
FNC
FLUME
FLUME
FLUME
FNC
FNC
FNC
FNC
FLUME
SGN
BOC
BOC
FLUME
SW @EOP POC
BOC END
FLUME
FLUME
FLUME
FLUME
FLUME BOC PT
FLUME
SW
SW
SW
SW
SGN
ST CO
ST CO
ST CO
ST CO
ST JB
ST CO
ST CO
MA TS
ST CO
ST CO
ST CO
ST CO
ST CO
FNC GATE
FNC GATE
BOLL
BOLL
SW
LS
STAKING POINT TABLE
PT. #
NORTHING
1 129 818.10
1 129 743.15
1 129 898.77
1 129 898.75
1 130 087.71
1 130 062.62
1 130 062.86
1 129 770.32
1 130 261.94
1 130 251.15
1 130 065.08
1 130 060.08
1 130 059.93
1 130 227.81
1 129 902.27
1 130 071.38
1 130 097.33
1 130 098.61
1 130 122.69
1 130 123.11
1 130 231.36
1 130 233.42
1 129 579.46
1 129 567.95
1 129 577.80
1 129 622.74
1 129 743.21
1 129 804.00
1 129 779.11
1 129 779.43
1 129 773.30
1 129 779.47
1 129 775.71
1 129 779.97
1 129 831.39
1 129 843.38
1 129 832.32
1 129 824.40
1 129 824.94
1 129 802.91
1 129 803.46
1 129 781.43
1 129 781.98
1 129 770.99
1 129 770.44
1 129 771.26
1 129 771.93
1 129 749.45
1 129 750.28
1 129 750.95
1 129 846.66
1 129 846.31
1 129 889.33
EASTING
948 671.51
948 683.28
948 744.91
948 752.47
948 761.15
948 718.24
948 704.67
948 714.51
948 512.99
948 513.19
948 717.15
948 717.16
948 662.16
949 098.15
948 758.05
948 520.53
948 510.87
948 515.73
948 506.78
948 511.77
948 505.81
948 510.79
948 516.80
948 555.61
948 268.53
948 517.57
948 697.97
948 695.26
948 668.97
948 677.10
948 677.34
948 692.54
948 698.69
948 698.78
948 663.98
948 663.51
948 688.96
948 664.25
948 678.20
948 665.10
948 679.09
948 665.94
948 679.93
948 680.37
948 666.38
948 687.36
948 704.35
948 667.20
948 688.19
948 705.17
948 680.53
948 672.28
948 683.87
DESC.
ST CO
ST JB
BOLL
BOLL
SGN
SGN
SGN
FNC
BOLL
BOLL
GRAIL
GRAIL
GRAIL
SSMH
CL R
SW @EX
SW
SW
SW
SW
SW @EX
SW @EX
EOP PT
EOP @EX
ST CO
MGO
EL HH
EL HH
G BTH
G BTH
G BTH
CV SHLTR
CV SHLTR
CV SHLTR
G HSE
G HSE
G HSE
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
BOLL
BOLL
EL HH
3 4 5
A
B
C
B3 - 100% SUBMITTAL
SHEET ID
C O
N S
T R
U C
T
E
N T
N
T R
C
I L
I T
Y
H A
N C
O C
K
F
I E
G
B
T
H
A
T T
A C
K
W
I N
G
M A
T T
Y D
A L
E
N
R
K
N E
W
Y
O R
K
A
T
I O
N A
L
G
U A
R D
H A
N C
O C
K
F
I E
G
B
N
R
K r k w a y
L a n e
S u i
P e a c h t r e e
C o r n e r s
G
A
P h o n e
F a x
J O
B
N
O
S I Z
E
A N
S I
D
F I
M
E
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
I S
S U
E
D
A T
E
J U
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
W P
Q F
F I
N
B E
R
D A
T E
D E
S C
R I P
T I O
N M
A R
K
1 2
D
A
M X
F
Y C
M
C
A D
C
S D
W G
ORIGINAL SHEET SIZE 22" X 34"
NO SCALE
A1
STAKING POINT TABLE
S T
A K
I N
G
P
O I N
T
T
A B
L E
M A
B
C E
P
T L
N
M L
C S
D
W G
CS110
A. REFER TO SHEET C-001 FOR GENERAL CIVIL NOTES,
LEGEND, AND ABBREVIATIONS
B. THIS SHEET IS PART OF A MULTI-SHEET SET OF
CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL
SET TO BEST ENSURE PROPER INTERPRETATION.
C. SEE SHEETS CS105 - CS107 FOR PAVEMENT MARKING AND
SIGNAGE PLAN.
D. ALL MEASUREMENTS ARE TO THE BACK OF CURB UNLESS
OTHERWISE NOTED.
SHEET NOTES:
SHEET ABBREVIATIONS:
@ AT
BO BID OPTION
BOC BACK OF CURB
BOLL BOLLARD
CLMN COLUMN
CURB CURB
CV SHLTR CIVIL SHELTER
EOP EDGE OF PAVEMENT
EL HH ELECTRIC HANDHOLE
EX EXISTING
FH FIRE HYDRANT
FNC FENCE
G BTH GUARD BOOTH
G HSE GUARD HOUSE
GRAIL GUARD RAIL
HW HEADWALL
LP LAMP POLE
MA MAST ARM
MID MIDPOINT
MGO MOTORIZED GATE OPERATOR
PC POINT OF CURVATURE
POC POINT ON CURVE
PT POINT OF TANGENCY
SGN SIGN
SS JB SANITARY SEWER JUNCTION BOX
SS MH SANITARY MANHOLE
ST CO STORM CLEAN OUT
ST JB STORM JUNCTION BOX
ST WI STORM WEIR INLET
SW SIDEWALK
TS TRAFFIC SIGNAL
A
D D
E N
D U
M
R
E V
I S
A
W I N
G S
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
E . M
O
LLO
Y R
D
L
O
D
L O
D
L O
D
LO
D
LO
D
LO
D
L
O
D
L
O
D
L
O
D
L O
D
L
O
D
LOD
L
O
D
L
O
D
L O
D
L
O
D
L O
D
L O
D
L O
D
L
O
D
LO
D
LO
D
LO
D
LO
D
L O
D
L O
D
L O
D
L
O
D
LOD
L
O
D
L O
D
L O
D
L O
D
L O
D
L O
D
L O
D
L
O
D
L
O
D
L
O
D
L
O
D
L O
D
L
O
D
L
O
D
L
O
D
L O
D
L
O
D
L
O
D
L
O
D
L O
D
L
O
D
L
O
D
L
O
D
L O
D
L O
D
L O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L O
D
L
O
D
L
O
D
L
O
D
L O
D
L O
D
L O
D
L O
D
X
X
X
X
X
X
W
W
W
W
W
W
W
W
W
E
U
S
E
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
U
S
U
S
U
S
U
S
U
S
U S
U S
U S
U
S
E
E
F
O
F O
E
F
O
X
X
U
S
U S
U S
U S
U S
U S
U S
U S
E
E
E
E
E
E
E
E
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
S
FO FO
FO
F
O
FO
F O
F O
F O
F O
F O
F
O
F
O
F O
FO
F
O
F O
F O
F O
F O
FO FO
F O
F O
F O
FO
F O
FO
F
O
F O
F O
F O
F O
F O
F O
F O
F O
F O
F O
F O
W
W
W
W
W
W
W
W
W W
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
X
W
W
E
32"
22"
22"
38"
18"
24"
30"
26"
32"
R
C
P
CB-7
TOP 400.34
N IE IN 394.3
E IE IN 394.5
IE OUT 394.3
C
GRAVEL
EM
T
8"
C
CONC
AIRCRAFT
DISPLAY PAD
DETENTION
BASIN
24" HDPE
IE OUT 393.5
CB-16
TOP 396.95
N IE IN 392.8
N IE IN 392.5
(STACKED)
IE OUT 392.4
B R
I C
K
S I G
N
FL
FL
FL
FL
12"
16"
16"
16"
16"
20"
12"
16"
16"
16"
12"
12"
(3)12"
16"
12"
16"
16"
16"
16"
22"
20"
20"
16"
20"
12"
12"
18"
16"
8"
10"
22"
18"
12"
26"
24"
24"
18"
WV
SAN. SEWER
MANHOLE SA-1
TOP 398.75
IE IN 390.0
IE OUT 390.1
IE OUT 395.3
H D
P E
IE IN 395.5
H D
P E
IE IN
394.7
12" IE
OUT 394.6
GLM
S
A
F
M
S
A
F
M
V
C P
V
C P
SAN. SEWER
MANHOLE SA-2
TOP 398.49
IE IN 390.4
IE OUT 390.5
8" V
C P
V C
P
E A
S T
M O
L L O
Y R
O A
D
C O
U N
T Y
R O
U T
E
(P U
B L
IC
R /W
V A
R
IE
S
A S
P H
A L T
P A
V E
M E
N T
M
P H
P O
S T
E D
S P
E E
D L
IV
M
IT
C
O
L
K
CB-11
TOP 400.33
IE OUT 394.9
C
P
P
H
D
P
E
IE IN 398.7
" C
P P
V
C
C
P
CB-14
TOP 399.93
N IE IN 393.5
E IE IN 394.2
IE OUT 393.2
P
C
P
P
IE 393.4
IE 393.6
TB
IE IN
395.9
C P
P
IE OUT
394.9
ACIRF
R
I G
W
A Y
R W
R W
R W
R W
M O
N U
M E
N T
E D
P E
R M
A N
E N
T E
A S
E M
E N
T
F O
R H
IG
H
W A
Y P
U R
P O
S E
S A
C Q
U
IR
E D
B Y
O N
O N
D A
G A
C O
U N
R
M A
P
R E
F E
R E
N C
E N
O
ONONDAGA COUNTY WATER
AUTHORITY
EASEMENT PER MAP REFERENCE NO. 1
P
P
12"
CHIEF MULA DRIVE
(PRIVATE)
VARIABLE WIDTH ASPHALT PAVEMENT
15 MPH POSTED SPEED LIMIT
R
I
P
R
A
P
FM
FM
FM
FM
FM
FM
FM
F
M
F M
F M
F M
H
Y
D
S
S S
CO
S
T
ST
S T
CO
CO
CO
CO
401.70
400.32
399.50
402.00
402.00
S T
S T
S T
CO
402.10
401.61
400.83
397.94
402.00
400.86
400.81
401.29
401.24
401.43
CO
C O
CO
D
D
CO
C O
CO
CO
P
12" CMP
HW B-1
HW B-0
HW A-1
HW A-0
401.50 400.75
401.50
400.50
S
S
S
S
S
L O
D
L O
D
L
O
D
L
O
D
L O
D
L O
D
L O
D
L
O
D
L
O
D
L
O
D
L
O
D
LOD
397.62
ACIRF 2015
396.38
ACIRF 2015
X
X
X
X
E
E
W
W
W
W
W
X
X
X
G
G
G
G
G
FO
F O
F O
FO FO
O E
O E
O E
O E
O E
O E
TSMH
X
X
X
X
X
WARNING
SIGN
S
IN
G L E
W H
IT
E
L
IN
E
D O
U B
L E
Y E
L L O
W L
IN
E
IE OUT
387.6
S
IN
G L E
W H
IT
E
L
IN
E
S
IN
G L E
W H
IT
E
L
IN
E
LP/UP
12" IE
OUT 394.6
48" RCP
IE IN 388.6
WARNING
SIGN
W
T S
CONC.
HEADWALL
ACIRF
ACIRF
BUS / HC
ACCESSIBLE
SIGN
CO
CO
3 4 5
A
B
C
B3 - 100% SUBMITTAL
SHEET ID
C O
N S
T R
U C
T
E
N T
N
T R
C
I L
I T
Y
H A
N C
O C
K
F
I E
G
B
T
H
A
T T
A C
K
W
I N
G
M A
T T
Y D
A L
E
N
R
K
N E
W
Y
O R
K
A
T
I O
N A
L
G
U A
R D
H A
N C
O C
K
F
I E
G
B
N
R
K r k w a y
L a n e
S u i
P e a c h t r e e
C o r n e r s
G
A
P h o n e
F a x
J O
B
N
O
S I Z
E
A N
S I
D
F I
M
E
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
I S
S U
E
D
A T
E
J U
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
W P
Q F
F I
N
B E
R
D A
T E
D E
S C
R I P
T I O
N M
A R
K
1 2
D
A
M X
F
Y C
M
C
A D
C
G D
W G
ORIGINAL SHEET SIZE 22" X 34"
SCALE: 1" = 30'
0 15' 30' 60' 90'
NORTH
A1
GRADING AND DRAINAGE PLAN
G R
A D
I N
G
A
A
I N
A G
E
P
L A
N
M A
B
C E
P
T L
N
M L
C G
D
W G
CG101
A. REFER TO SHEET C-001 FOR GENERAL CIVIL NOTES,
LEGEND, AND ABBREVIATIONS
B. THIS SHEET IS PART OF A MULTI-SHEET SET OF
CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL
SET TO BEST ENSURE PROPER INTERPRETATION.
C. REFER TO SHEET C-508, DETAIL D1 FOR PIPE BEDDING
DETAIL.
D. REFER TO SHEET C-201 FOR STORM SEWER PROFILES.
SHEET NOTES:
MATCHLINE
SEE CG102
2. JUNCTION BOX - DETAIL B5/C-508
3. CONCRETE HEADWALL - DETAIL C1/C-504
4. 2' WIDE CONCRETE FLUME - DETAIL A4/C-508
5. SURFACE SAND FILTER - DETAIL A1/C-508
6. 6" PVC ROOFDRAIN - DETAIL B1/C-508
7. STORM SEWER CLEANOUT - SEE DETAIL D5/C-509
8. 6" PVC PERFORATED UNDERDRAIN
9. 6" PVC SOLID WALL UNDERDRAIN
10. FLARED END SECTION - SEE DETAIL A1/C-509
11. INSTALL GALVANIZED STEEL HINGED GRATE WITH
PADLOCK CAPABILITY, SEE DETAIL B4/C-504.
12. FENCE SECURITY BARRIER, SEE DETAIL D3/C-508
13. 1 LF TRANSITION TO GRADE
14. CONVERT CATCH BASIN TO JUNCTION BOX, MAKE FLUSH
WITH PROPOSED GRADE. EXISTING CONDITIONS
UNKNOWN, CONTRACTOR TO COORDINATE WITH
PRECAST MANUFACTURER.
15. MATCH TOP OF STRUCTURE FLUSH WITH FINISHED
GRADE.
KEYNOTES:
M A
T C
H L
I N
E
S E
E
T
H
E
E T
M A
T C
H L
I N
E
S E
E
T
H
E
E T
SCALE: 1" = 30'
A5
GRADING AND DRAINAGE
CONTINUATION
FFE =
402.68
SEE SHEET CG300 FOR
ENLARGED GRADING PLAN
MATCH SIDEWALK
FLUSH WITH EXISTING
MATCH FLUME FLUSH WITH
EXISTING PAVEMENT
3 11
A
D D
E N
D U
M
R
E V
I S
A
W I N
G S
X
X
X
X
X
X
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
W
W
W
W
W
W
W
W
W
W
W
W
E
E
U
S
E
E
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
U
S
U
S
U
S
U
S
U
S
U
S
U
S
U
S
U
S
U S
U S
U S
E
E
E
F
O
F O
E
F
O
X
X
X
U
S
U
S
U S
U S
U S
U
S
U S
U S
U S
U S
E
E
E
E
E
E
E
E
E
E
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
S
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
FO FO
FO
FO
FO
FO
F O
F O
F O
F O
F O
F O
F
O
F
O
F O
FO
FO
F
O
F O
F O
F O
F O
F O
FO FO FO
F O
F O
F O
FO
F O
FO
FO
E
F
O
F O
F O
F O
F O
F O
F O
F O
F O
F O
F O
F O
F O
F O
F O
F O
W
W
W
W
W
W
W
W
W
W
W W
W
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
O E
X
X
W
W
E
32"
22"
22"
38"
18"
24"
30"
26"
32"
C
GRAVEL
EM
T
8"
C
CONC
AIRCRAFT
DISPLAY PAD
DETENTION
BASIN
B R
I C
K
S I G
N
FL
FL
FL
FL
BRICK
COLUMNS
/ IRON
FENCE
12"
16"
16"
16"
16"
20"
12"
16"
16"
16"
12"
12"
(3)12"
16"
12"
16"
16"
16"
16"
22"
20"
20"
16"
20"
12"
12"
18"
16"
8"
10"
22"
18"
12"
26"
24"
24"
18"
WV
SAN. SEWER
MANHOLE SA-1
TOP 398.75
IE IN 390.0
IE OUT 390.1
GLM
G
A S
W
W 3 8"
W
W
F
M
S
A
F
M
V
C P
V
C P
SAN. SEWER
MANHOLE SA-2
TOP 398.49
IE IN 390.4
IE OUT 390.5
8" V
C P
V C
P
E A
S T
M O
L L O
Y R
O A
D
C O
U N
T Y
R O
U T
E
(P U
B L
IC
R /W
V A
R
IE
S
A S
P H
A L T
P A
V E
M E
N T
M
P H
P O
S T
E D
S P
E E
D L
IV
M
IT
C
O
L
K
TB
ACIRF
R
I G
W
A Y
R W
R W
R W
R W
M O
N U
M E
N T
E D
P E
R M
A N
E N
T E
A S
E M
E N
T
F O
R H
IG
H
W A
Y P
U R
P O
S E
S A
C Q
U
IR
E D
B Y
O N
O N
D A
G A
C O
U N
R
M A
P
R E
F E
R E
N C
E N
O
ONONDAGA COUNTY WATER
AUTHORITY
EASEMENT PER MAP REFERENCE NO. 1
12"
LANDS NOW OR FORMERLY
UNITED STATES OF
AMERICA
TM 15-1-02.1 & 14
BK. 1017 PG. 253
UNDER LICENSE
DACA51-3-85-116 SA 3
TO
THE NEW YORK AIR
NATIONAL GUARD
LANDS NOW OR FORMERLY
UNITED STATES OF AMERICA
TM 15-1-02.1 & 14
BK. 1017 PG. 253
UNDER LICENSE
DACA51-3-85-116 SA 3
TO
THE NEW YORK AIR
NATIONAL GUARD
CHIEF MULA DRIVE
(PRIVATE)
VARIABLE WIDTH ASPHALT PAVEMENT
15 MPH POSTED SPEED LIMIT
R
I
P
R
A
P
G A
S
G A
S
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
E . M
O
LLO
Y R
D
W
W
W
W
W
W
FM
FM
FM
FM
FM
FM
FM
FM
F
M
F
M
F M
F M
F M
H
Y
D
G
G
G
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
UE
UE
UE
UE
UE
UE
UE
UE
U E
U E
U E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U E
U E
U E
U E
U E
U E
U E
U E
U
E
U
E
U
E
UE
UE
UE
UE
UE
UE
UE
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U E
U
E
U
E
UE
UE
UE
U
E
U
E
U
E
W M
S
S S
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
UE
UE
UE
UE
UE
UE
UE
UE
U E
U E
U E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U E
U E
U E
U E
U E
U E
U E
U E
U
E
U
E
U
E
UE
UE
UE
UE
UE
UE
UE
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U E
U
E
U
E
UE
UE
UE
U
E
U
E
U
E
LIFT STATION MH A1
SEWER CONNECT
AT BLDG
SEWER CONNECT
AT BLDG
CO
S
T
ST
S T
CO
CO
CO
CO
S T
S T
S T
S T
CO
CO
C O
CO
D
D
CO
C O
CO
CO
3 4 5
A
B
C
B3 - 100% SUBMITTAL
SHEET ID
C O
N S
T R
U C
T
E
N T
N
T R
C
I L
I T
Y
H A
N C
O C
K
F
I E
G
B
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A
T T
A C
K
W
I N
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M A
T T
Y D
A L
E
N
R
K
N E
W
Y
O R
K
A
T
I O
N A
L
G
U A
R D
H A
N C
O C
K
F
I E
G
B
N
R
K r k w a y
L a n e
S u i
P e a c h t r e e
C o r n e r s
G
A
P h o n e
F a x
J O
B
N
O
S I Z
E
A N
S I
D
F I
M
E
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
I S
S U
E
D
A T
E
J U
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
W P
Q F
F I
N
B E
R
D A
T E
D E
S C
R I P
T I O
N M
A R
K
1 2
D
A
M X
F
Y C
M
C
A D
C
U D
W G
ORIGINAL SHEET SIZE 22" X 34"
SCALE: 1" = 30'
0 15' 30' 60' 90'
NORTH
A1
UTILITY PLAN AND PROFILE
U T
I L
I T
Y
P
L A
N
A
O
F I L
E
M A
B
C E
P
T L
N
M L
C U
D
W G
CU101
A. REFER TO SHEET C-001 FOR GENERAL CIVIL NOTES,
LEGEND, AND ABBREVIATIONS
B. REFER TO DETAIL D1/C-508 FOR PIPE BEDDING DETAIL.
C. THIS SHEET IS PART OF A MULTI-SHEET SET OF
CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL
SET TO BEST ENSURE PROPER INTERPRETATION.
SHEET NOTES:
MATCH LINE
SEE CU102
1. PORTABLE GENERATOR HOOKUP SPACE
2. NATURAL GAS LINE, REFERENCE P-101 FOR SIZES
3. 1.5" COPPER DOMESTIC WATER LINE
4. 6" DIP FIRE WATER LINE
5. FIRE HYDRANT - DETAIL A3/C-509
6. LIGHT POLE, SEE ELECTRICAL PLANS FOR INFORMATION
7. 4" PVC SANITARY SEWER GRAVITY LINE, SEE P-101
8. SANITARY SEWER LIFT STATION WITH DUPLEX GRINDER
PUMPS - DETAIL B2/C-501
9. 1 1/4" PE SANITARY SEWER FORCE MAIN
11. UTILITY ENCLOSURE (5.25' X 2.08'), SEE PLUMBING PLANS
FOR INFORMATION
12. CONDENSING UNIT, SEE MECHANICAL PLANS FOR
INFORMATION.
13. CONNECT 6" DIP FIRE LINE TO EXISTING 8" WATER LINE
WITH TAPPING SLEEVE AND VALVE - DETAIL A1/C-501
14. CONNECT 1.5" COPPER DOMESTIC WATER LINE TO
EXISTING 8" WATER LINE WITH CORPORATION STOP, SEE
DETAIL B3/C-508
17. ELECTRICAL UTILITY PAD WITH TRANSFORMER, SEE
ELECTRICAL PLANS FOR INFORMATION
18. GAS METER AND PRESSURE REGULATOR, SEE
MECHANICAL PLANS FOR INFORMATION.
19. 1.5" DOMESTIC WATER METER, SEE PLUMBING PLANS FOR
INFORMATION
20. CONCRETE THRUST BLOCKING - DETAIL C1/C-509
21. CONNECT 1.5" GAS LINE TO EXISTING GAS LINE WITH
VALVE.
23. DOMESTIC WATER BACKFLOW PREVENTER, SEE
PLUMBING PLANS P-101 AND C1/P-501 FOR INFORMATION
25. UNDERGROUND ELECTRICAL AND / OR COMMUNICATION
LINE, SEE ES 101, ES102 AND TS101
26. ELECTRICAL AND/OR TELECOM HANDHOLE, SEE ES101
29. EXISTING TRAFFIC SIGN POLE AND CAMERAS TO REMAIN,
SEE TS101
30. BID OPTION 2, SEE CS103 AND ES101.
31. APPROXIMATE LOCATION OF EXISTING
TELECOMMUNICATIONS HANDHOLE
32. LIGHTING INVERTER, SEE ES101
33. UNDERGROUND ELECTRICAL DUCTBANK, SEE ES101
34. EXISTING WATER LINE
35. UNDERGROUND COMMUNICATIONS DUCTBANK, SEE TS101
KEYNOTES:
A
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W I N
G S
3 4 5
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C
B3 - 100% SUBMITTAL
SHEET ID
C O
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T R
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T
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N T
N
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C
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Y
H A
N C
O C
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F
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M A
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A
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N A
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U A
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H A
N C
O C
K
F
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G
B
N
R
K r k w a y
L a n e
S u i
P e a c h t r e e
C o r n e r s
G
A
P h o n e
F a x
J O
B
N
O
S I Z
E
A N
S I
D
F I
M
E
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
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D R
A W
N
B
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D E
S I G
N E
D
B
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I S
S U
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L I C
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1 2
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A
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F
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M
C
A D
C
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W G
ORIGINAL SHEET SIZE 22" X 34"
C O
N S
T R
U C
T I O
N
D
E T
A I L
S
M A
B
C E
P
T L
N
M L
C
D
W G
C-501
NO SCALE
A2
ASPHALT PAVEMENT
*1"R
C O
M
P. SU
BG
R
AD
E
*SEE SITE PLANS
BASE
S U
R
FA
C E
*4"
6"
B3
CONCRETE HEADER CURB
NO SCALE
FINISHED
GRADE
CONCRETE
*NOTE: IF PROPOSED HEADER CURB ABUTS EXISTING CURB,
DIMENSIONS TO MATCH EXISTING CURB
VARIES (SEE STAKING PLANS)
COMPACTED SUBGRADE
1/2" EXPANSION JOINT BETWEEN WALK AND
PAVING OR ADJACENT STRUCTURE
EXPANSION JOINTS @ 50' MAX.
SPACING AND AT JUNCTIONS WITH
OTHER STRUCTURES (I.E. CURBS,
FOUNDATIONS, BUILDINGS, ETC.)
AND RIGID PAVING.
EXPANSION JOINT
4" THICK CONCRETE (3500 PSI @ 28 DAYS)
FINISHED
GRADE
CONTRACTION JOINT SHALL DIVIDE
SIDEWALK INTO SQUARE PANELS. SPACING
OF CONTRACTION JOINTS SHALL EQUAL THE
WIDTH OF THE SIDEWALK.
CONTRACTION JOINT
NOTE: NOTE:
1/4" RADIUS
FINISH
PREMOLDED JOINT FILLER
EXTENDING TO BOTTOM
SURFACE OF CONCRETE.
C4
STANDARD SIDEWALK DETAIL
NO SCALE
A3
PIPE BOLLARD
NO SCALE
AS SHOWN ON STAKING
PLANS
4" THICK 3500 PSI CONCRETE
COMPACTED SUBGRADE
C3
8" CONCRETE ISLAND
NO SCALE
(L)
WIDTH OF
INSIDE LANE
12'
(W)
WIDTH OF
PAINTED AREA
3.0'
(S)
WIDTH OF
SPACE
3.0' 2.5' 3.5'
(W)
WIDTH OF
PAINTED AREA
ALTERNATE ALTERNATE
H
(SEE NOTE 6)
1.5' MINIMUM
W
S
(S)
WIDTH OF
SPACE
(SEE NOTE 2)
L
L
NOTES:
1. PAINTED AREAS TO BE CENTERED ON
CENTERLINE AND LANE LINES.
2. A MINIMUM OF 1.5 FT. CLEAR DISTANCE SHALL BE
LEFT ADJACENT TO THE CURB FACE. IF LAST
PAINTED AREA FALLS INTO THIS DISTANCE IT
MUST BE OMITTED.
3. ON TWO LANE TWO WAY STREETS, USE SPACING
SHOWN FOR AN 11 FT. INSIDE LANE.
4. FOR DIVIDED ROADWAYS, ADJUSTMENTS IN
SPACING OF THE BLOCKS SHOULD BE MADE IN
THE MEDIAN SO THAT THE BLOCKS ARE
MAINTAINED IN THEIR PROPER LOCATION
ACROSS THE TRAVELED PORTION OF THE
ROADWAY.
5. THE BLOCKS SHALL BE PLACED SO THAT THEY
ARE NOT LOCATED IN THE WHEEL PATH OF THE
VEHICLES.
A4
PEDESTRIAN CROSSWALK STRIPING
NO SCALE
6. THE BLOCKS SHALL BE A MINIMUM OF 6' LONG AND AT LEAST AS LONG AS THE TRUNCATED
DOMES, FOR FANNED TRUNCATED DOMES THE BLOCKS SHALL BE AT LEAST AS LONG AS THE
APPROACHING SIDEWALK OR SHARED USE PATH.
7. THE ALTERNATE (W) AND (S) MAY BE USED WHEN BLOCKS LONGER THAN 6' (H) ARE USED.
2"
20"
1.5" SURFACE COURSE
(GRADATION 2)
AGGREGATE BASE COURSE
(NYS DOT TYPE 2, ITEM 304.12)
12" COMPACTED
SUBGRADE COMPACTED
PRIME COAT (IF NEEDED PER
SPECIFICATION 32 12 13)
GEOTEXTILE
AS SHOWN ON STAKING PLANS
6" THICK 5000 PSI
CONCRETE
COMPACTED SUBGRADE
D3
6" CONCRETE ISLAND
NO SCALE
10'
NO SCALE
B2
SANITARY SEWER LIFT STATION
CONCRETE HEADER CURB (TYP.)
SEE DETAIL B3, THIS SHEET
CONCRETE HEADER CURB (TYP.)
SEE DETAIL B3, THIS SHEET
ROUND VALVE BOX
CONCRETE COLLAR
4" MIN.
SLIP-TYPE
ADJUSTABLE
VALVE BOX
BRICK
TAPPING VALVE
TEST TAP
& PLUG
SEE NOTES FOR
TAPPING SLEEVE
LENGTH
MIN. 24"
EXIST.
WATER
NPRL
MIN. 18"
THRUST BLOCKING
SEE DETAIL B1/C-509
SEE NOTE 4
HOLLOW CONCRETE BLOCK AND/OR BRICK FOR
TEMPORARY SUPPORT. SET WITH HOLLOW CORE
HORIZONTAL. WRAP-UP BLOCKS IN CONCRETE
POUR. MAKE SURE CONCRETE FILLS HOLLOW
PORTION OF BLOCKS.
NOTES:
THOROUGHLY
TAMP DITCH TO
SPECIFICATION
REQUIREMENTS
21"
12x8
12x10, 12x12
25"
10x8, 10x10
MAXIMUM TAPPING SLEEVE LENGTH
8x8
12x2, 12x3, 12x5, 12x6
10x2, 10x3, 10x4, 10x6
8x2, 8x3, 8x4, 8x6
6x6, 6x3, 6x4, 6x2
MAIN & TAP
(IN. NOMINAL)
19"
23"
21"
19"
19"
LENGTH
(ALONG RUN)
18"
1. TEMPORARILY SUPPORT TAPPING SLEEVE AND VALVE AND
APPLY STANDARD HYDROSTATIC TEST.
2. IF NO LEAKS, POUR INDICATED PERMANENT CONCRETE BLOCK
AND SUPPORT PAD.
3. MAKE TAP, LINE EXTENSION AND BACKFILL.
4. COVER GLANDS AND BOLTS WITH HEAVY POLYETHELENE
SHEETING TO KEEP CONCRETE FROM BONDING. TYPICAL
WHENEVER BOLTS OR GLANDS MAY BE "WRAPPED-UP" IN
CONCRETE.
5. COAT TAPPING SLEEVE AND BOLTS WITH AN APPROVED
BITUMASTIC COATING BEFORE POURING CONCRETE. TYPICAL
FOR ALL STEEL INCLUDING RODS, COUPLINGS, STRAPS, AND
OTHER BURIED STEEL.
6. WORKMEN INSTALLING TAPPING SLEEVE AND VALVE SHALL
FOLLOW MANUFACTURER'S INSTALLATION PROCEDURES.
A1
TAPPING SLEEVE AND
VALVE
NO SCALE
4" GRADED
AGGREGATE BASE
NOTE: SEE DETAILC4/C-501
FOR JOINT DETAILS
NOTE: SEE DETAILC4/C-501
FOR JOINT DETAILS
4" GRADED
AGGREGATE BASE
4" GRADED
AGGREGATE BASE
M
I N
18" DIA.
"- WIDE EXPANSION JOINT WITH
FUEL RESISTANT JOINT SEALANT
WHEN ABUTTING PAVEMENT (TYP)
PAVEMENT
(WHEN APPLICABLE)
COMPACTED
SOIL (WHEN
APPLICABLE)
CONCRETE FOOTING
(4000 PSI. MIN.)
COAT EMBEDDED LENGTH
WITH BITUMINOUS MASTIC
8" DIAMETER - SCHEDULE
40 STEEL PIPE
PAINT YELLOW
FILL PIPE WITH CONCRETE
AND SLOPE FOR DRAINAGE
TACK COAT
2" SURFACE COURSE
(GRADATION 2)
1.5"
A
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A
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3 4 5
B
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B3 - 100% SUBMITTAL
SHEET ID
C O
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T R
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T
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N
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H A
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O C
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F
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M A
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A
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G
U A
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H A
N C
O C
K
F
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G
B
N
R
K r k w a y
L a n e
S u i
P e a c h t r e e
C o r n e r s
G
A
P h o n e
F a x
J O
B
N
O
S I Z
E
A N
S I
D
F I
M
E
S U
B M
I T
T E
D
B
Y
C H
E C
K E
D
B
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D R
A W
N
B
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D E
S I G
N E
D
B
Y
I S
S U
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D
A T
E
J U
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
W P
Q F
F I
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B E
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D A
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D E
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R I P
T I O
N M
A R
K
1 2
D
A
M X
F
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M
C
A D
C
D
W G
ORIGINAL SHEET SIZE 22" X 34"
C O
N S
T R
U C
T I O
N
D
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A I L
S
M A
B
C E
P
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N
M L
C
D
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C-504
A1
SLIDING GATE
NO SCALE
POST TOP
FABRIC AREA
OPENING (F/F)
L (NOT TO SCALE)
PROVIDE CONCRETE FOOTING (*)
1'-1"
TRUSS ROD
KEEPER
CHAIN LINK FABRIC
TO OPEN
O N
L Y
L O
W E
R
U P
R I G
H T
S
I N
T E
R I O
R
12'-0"8'-0" 24'-0" 36'-3"
(WITH ROUND POSTS & WITH BARBED WIRE)
4 (FABRIC) / 2 (W/O)
TRACK / RAIL
2" SQ
UPRIGHT
2" x 4" RAIL
2" SQ
STIFFENER
OVERHANG
GUIDE ROLLER ASSEMBLY
CHAIN LINK FABRIC
TENSION ROD
FRAME HT
(OMIT FABRIC)
3" NOMINAL
TRUSS ROD
TRACK
TRUCK ASSEMBLY
G
WELDED
JOINT
CABLE REINFORCING (SEE DETAIL
SHEETS C-505 - C-507). PROVIDE
TWIST-OFF METAL TIES TO SECURE
CABLE TO FABRIC @ 24" OC &
U-BOLTS TO SECURE TO UPRIGHTS.
x xx x
TENSION ROD
2" x 4" BOTTOM RAIL
(3) STRANDS OF
BARBED WIRE, EA
CONSISTING OF 2
STRAND LINE WIRE W/
4 PT BARBS
2" SQ
UPRIGHT
EXTEND CABLE (IF REQ'D)
BEYOND OVERHANG AND
WRAP/TERMINATE AROUND
FENCE REINF (TYP)
FENCELINE
A4
C-504
F/F = INTERIOR FACE TO INTERIOR FACE
NOMINAL HEIGHT (H)OPENING (F/F) GATE POSTS (G)LENGTH (L)
BAYS / OVERHANG
OUTSIDE FACE TO OUTSIDE FACE
(*) POST SIZE AND ASSOCIATED FOOTING DIAMETER TO BE DETERMINED BY MANUFACTURER, BASED
ON LEAF WEIGHT & DIMENSION. MINIMUM FOOTING DIAMETERS (TO BE FILLED W/4000 PSI CONC): 40" Ø
FOR 8" POST; 36" Ø FOR 6" POST; 24" Ø FOR 4" POST; OTHER SIZES TO BE DESIGNED BY
MANUFACTURER OR CONTRACTOR. NO FOOTING WIDTH SHALL BE LESS THAN 4(X) THE POST WIDTH.
2" SQ
UPRIGHT
2" SQ
UPRIGHT
2" SQ UPRIGHT
2" SQ
UPRIGHT
4" MIN Ø POST (*) (TYP)
4" MIN Ø POST (*)
(TYP)
POST
TOPS
D O
M E
D
EXOTHERMIC
WELD
EXOTHERMIC
WELD
4"x10'
GROUND ROD
4"x10'
GROUND ROD
0 BARE
COPPER
0 BARE
COPPER
50' GROUND REEL,
ERICO, B2618B
GATE
OPERATOR
ROLL
CHAIN
GATE
OPERATOR
NOTE: BARBED WIRE NOT SHOWN ON
FENCE PORTION FOR CLARITY. SEE
SHEET C-502 FOR BARBED WIRE TYPE.
GATE PLAN
TYPICAL SINGLE CANTILEVERED SLIDING GATE ELEVATION - (4) BAYS SHOWN
SECTION A4
MIN. 6" COMPACTED BACKFILL
SOIL (TYP.)
CONDUIT/PIPE
MATCH EXISTING GRADE
ASPHALT PAVEMENT (SEE NOTE 3)
UNDISTURBED
OF REMOVAL (TYP.)
SAWCUT AT LIMITS
EXISTING BASE
1'-0" (MIN.)
EXISTING PAVEMENT
MIN. 12" COVER OVER CONDUIT/PIPE
NOTES:
1. CLEAN DIRT, CLAY AND OTHER OBJECTIONABLE MATERIAL FROM
SURFACE OF BEDDING.
2. SAWCUT EXISTING PAVEMENT TO PROVIDE STRAIGHT VERTICAL
JOINT.
3. CONTRACTOR TO MATCH EXISTING PAVEMENT SECTION.
C4
OPEN CUT ASPHALT PAVEMENT PATCH
SCALE: N.T.S.
#4 @ 18" O.C. MAX.
#4 @ 18" O.C.
18"
#4 @ 18" O.C.
2" CL
(TYP.)
b
I.D.
a
#4 b
L
C
SYM. ABOUT C
18" MAX.
18"
#4 @ 18" O.C.
18"
2" CL
2'-0"
6"
6"
6" MIN.
6" a b
#4 b
#4 @ 18" O.C.
6"
B
A
45°
E
F
D
L
C
12"
V A
R I E
S
#4 @ 12" O.C.
2. MAX. BACKSLOPE 2:1.
SIZE OF CULVERTS.
NOTES:
1. SEE PLANS FOR LOCATION AND
B
B
AA
3' 3-1/4" 1'-10" 3' 2-1/2"
6' 10-1/2"3' 3-1/4" 2'-1"
2'-9" 2'-11" 8' 10-1/2" 4' 2-1/2" 2'-9"
TABLE OF DIMENSIONS
3'-4" 3'-6" 9'-9" 4'-4" 3'-4"
B
10"
A
2'-2"
3'-0" 1'-8"
I.D.
8"-15"
30"
24" 2'-10" 1'-4"
18" 2'-2" 1'-1"
DC
2'-0"
2'-3"
1'-11"
2'-2"
6'-7-1/2"
E ba F
3' 2-1/2"
4' 1-1/2"
4'-3"
C1
CONCRETE HEADWALL
NO SCALE
SECTION A-A SECTION B-B
B4
GALVANIZED STEEL HINGED GRATE
SCALE: N.T.S.
NOTES:
1. MATERIAL IS TO FOLLOWING
SPECIFICATION:
2. MILD STEEL: BS EN 10025
3. STAINLESS STEEL: BS EN 10088
4. GALVANIZING WHERE APPLICABLE
IS CERTIFIED TO: BS EN ISO 1461
5. MANUFACTURING IN ACCORDANCE
WITH BS EN ISO 9001 QUALITY
MANAGEMENT SYSTEM
WELD NOTES
1. ALL WELDING TO BE CARRIED OUT
WITH QUALIFICATIONS TO EITHER
ISO 9606-1 OR EN 287-1
2. ALL FILLET WELD LEG LENGTHS TO
BE EQUAL TO OR -1/25" OF THE
MATERIAL THICKNESS UNLESS
STATED OTHERWISE (MIN. 3/25",
MAX. 8/25")
3. FILLET WELDS TO BE 1.6" IN
LENGTH (+/- 0.4") UNLESS
OTHERWISE STATED.
4. ALL WELDS TO BE SPACED AT
APPROXIMATELY 6" SPACING
UNLESS STATED OTHERWISE.
5. ALL WELDS IN THE VERTICAL
POSITION TO BE FULL LENGTH
UNLESS STATED OTHERWISE.
6. ALL FILLET WELDS TO BE CARRIED
OUT IN THE PA OR PB
ORIENTATIONS.
11.6"
0.4"
3.8"
2.0"
10/12 IN HOLE FOR PADLOCK
8/12 IN DIAMETER FIXING HOLE
HINGE PLATES
10/12 IN HOLE FOR 3/4-10 IN BOLTS
12'-0"8'-0" 30'-0" 42'-3"
3 (FABRIC) / 2 (W/O)
A
D D
E N
D U
M
R
E V
I S
A
W I N
G S
X
X
X
X
X
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22"
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38"
18"
24"
30"
26"
32"
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TOP 400.34
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CB-16
TOP 396.95
N IE IN 392.8
N IE IN 392.5
(STACKED)
IE OUT 392.4
FL
FL
FL
FL
12"
16"
16"
16"
16"
20"
12"
16"
16"
16"
12"
12"
(3)12"
16"
12"
16"
16"
16"
16"
22"
20"
20"
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20"
12"
12"
18"
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8"
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22"
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12"
26"
24"
24"
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WV
SAN. SEWER
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TOP 398.75
IE IN 390.0
IE OUT 390.1
IE OUT 395.3
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DC
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FS
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24'
CE
OP
OP
FS
CD
CD
CD
FS
TS TS
TS
CD
CD
CD
MB
MB
MB
MB
MB
MB
MB
PS
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BASE BID
BASE BID
PS
PS
PS
PS
PS
PS
PS
PS
FS
FS
FS
MB
CD
FS
3 4 5
A
B
C
B3 - 100% SUBMITTAL
SHEET ID
C O
N S
T R
U C
T
E
N T
N
T R
C
I L
I T
Y
H A
N C
O C
K
F
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G
B
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A C
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W
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T T
Y D
A L
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K r k w a y
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S u i
P e a c h t r e e
C o r n e r s
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F a x
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S I Z
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A N
S I
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1 2
D
A
M X
F
Y C
M
C
A D
C
E D
W G
ORIGINAL SHEET SIZE 22" X 34"
SCALE: 1" = 30'
0 15' 30' 60' 90'
NORTH
A1
FINAL PHASE EROSION AND SEDIMENT CONTROL PLAN
F I N
A
O
S I O
N
A
D
I M
E N
T
C
O N
T R
O L
P L
A N
M A
B
C E
P
T L
N
M L
C E
D
W G
A. REFER TO SHEET C-001 FOR GENERAL CIVIL NOTES,
LEGEND, AND ABBREVIATIONS
B. THIS SHEET IS PART OF A MULTI-SHEET SET OF
CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL
SET TO BEST ENSURE PROPER INTERPRETATION.
C. EROSION CONTROL MEASURES SHALL BE MAINTAINED AT
ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED
PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION
CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL
MEASURES SHALL BE IMPLEMENTED TO CONTROL OR
TREAT THE SEDIMENT SOURCE.
D. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE
PREVENTED BY THE INSTALLATION OF EROSION AND
SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO
AND MAINTAINED THROUGHOUT LAND DISTURBING
ACTIVITIES.
E. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD
GREATER THAN 14 DAYS SHALL BE STABILIZED WITH MULCH
OR TEMPORARY SEEDING.
F. CONTRACTOR SHALL CHECK ADJACENT ROADS FOR
SEDIMENT REGULARLY AND REMOVE TRACKED SEDIMENT
AND DEBRIS FROM ROADS AS NEEDED.
SHEET NOTES:
MATCHLINE
SEE CE202
LOD LOD
SHEET LEGEND
CHECK DAM
DETAIL B1/C-751
COMPOST FILTER SOCK
DETAIL A2/C-751
DUST CONTROL
DETAIL C4/C-750
FABRIC DROP INLET PROTECTION
DETAIL B2/C-751
MATTING AND BLANKET
DETAIL A4/C-752
MULCHING
DETAIL A1/C-750
PERMANENT SEEDING
DETAIL A1/C-752
RIP RAP OUTLET PROTECTION
DETAIL A4/C-751
SILT FENCE
DETAIL C2/C-750
STABILIZED CONSTRUCTION ENTRANCE
DETAIL C1/C-750
TEMPORARY SEEDING
DETAIL A2/C-752
TOPSOILING
DETAIL B2/C-752
TREE PROTECTION FENCE
DETAIL A1/C-751
LIMITS OF DISTURBANCE
TS
TPF
TPF
DC
CE
SF
M
PS
TP
MB
CD
IP
FS
OP
CE103
A
D D
E N
D U
M
R
E V
I S
A
W I N
G S
| Sheets and Views |
| CS101 SITE PLAN |
| CS103 DEMOLITION, SITE, AND UTILITY PLANS - BID OPTIONS |
| CS105 PAVEMENT MARKING AND SIGNAGE PLAN |
| CS108 STAKING PLAN |
| CS110 STAKING POINT TABLE |
| CG101 GRADING AND DRAINAGE PLAN |
| CU101 UTILITY PLAN AND PROFILE |
| C-501 CONSTRUCTION DETAILS |
| C-504 CONSTRUCTION DETAILS |
| CE103 FINAL PHASE EROSION AND SEDIMENT CONTROL PLAN |
File details come from the government source that posted it. Updated .