W912BU-16-R-0037_Amend0002_Dwgs.pdf
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KEYPLAN
NO SCALE
CD103
P L
A N
D
E M
O L
I T
I O
N
A R
H
Z
C
R
G O
P R
O N
S P
T
S O
L I C
I T
A T
I O
N
N
O
F I L
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
SHEET
IDENTIFICATION
NUMBER
US ARMY CORPS
OF ENGINEERS
D A
T E
F I
U M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
D A
T E
U
S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
M A
R K
D E
S C
R I P
T I O
N A
P P
R
D A
T E
C O
N T
R A
PHILADELPHIA DISTRICT
W
F
X C
X
X
W
B U
R
C O
N S
T R
U C
T
H
Y D
R A
F
E
L
S
Y S
T E
M
D O
V E
R
A
F B
D
E
F
Y
Y
P R
I
X
A F
SCALE: 1'' = 20'-0"
0 20'20' 10'
MATCHLINE
CD104
MATCHLINE
CD104
NOTES:
1. ALL PCC PAVEMENT REMOVALS SHALL BE INITIATED WITH A
DOUBLE FULL DEPTH, VERTICAL SAWCUT. SEE SHEET CP501
FOR DETAILS.
2. FOR REMOVAL AND REPLACEMENT PAVEMENT SECTIONS.
SEE SHEET CP201 TO CP207.
3. ALL EXISTING ODD-SHAPED SLABS ARE REINFORCED WITH
0.05% STEEL DEFORMED BARS OR WWF.
4. EXISTING GROUNDING POINTS LOCATED IN PAVEMENT TO BE
REMOVED SHALL ALSO BE REMOVED AND REPLACED WITH
NEW GROUNDING POINTS. ALL OTHER GROUNDING POINTS
OUTSIDE OF THE PAVEMENT REMOVAL LIMITS SHALL REMAIN.
EXISTING GROUNDING POINT LOCATION COORDINATES ARE
SHOWN IN THE TABLE ON THIS SHEET .
5. EXISTING SUBDRAIN LINES SHOWN ARE BASED ON AS-BUILT
DRAWINGS. LOCATIONS MAY VARY SLIGHTLY FROM THAT
SHOWN ON THE DRAWINGS. ALL SUBDRAIN LINES THAT ARE
REMOVED IN ORDER TO INSTALL THE NEW HYDRANT FUEL
LOOP SHALL BE REPLACED ACCORDING TO THE SUBDRAIN
LINE REPLACEMENT DETAIL SHOWN ON SHEET CP209.
6. EXISTING STORM DRAIN LINES EXPOSED DURING
EXCAVATION FOR NEW FUEL LINES SHALL BE SUPPORTED IN
PLACE, PROTECTED FROM DAMAGE AND REMAIN
OPERATIONAL DURING FUEL LINE INSTALLATION, UNLESS
OTHERWISE APPROVED.
7. EXISTING SUBDRAIN LINES EXPOSED DURING EXCAVATION
FOR NEW FUEL LINES OR ANCILLARY WORK SHALL BE EITHER:
a. SUPPORTED IN PLACE, PROTECTED FROM DAMAGE AND
REMAIN OPERATIONAL DURING THE CONTRACT WORK.
b. TEMPORARILY DISCONNECTED WHERE THEY DAYLIGHT
INTO THE EXCAVATION AS DEEMED NECESSARY BY THE
CONTRACTOR TO BETTER FACILITATE THE CONTRACT
WORK. ANY WATER DISCHARGING FROM THE
DISCONNECTED SUBDRAINS SHALL BE COLLECTED AND
DIVERTED AWAY FROM THE ACTIVE WORK AREA AND
SHALL NOT IMPACT ANY PART OF THE CONTRACT WORK.
8. IN THE PRESENCE OF THE CONTRACTING OFFICER,
PERFORM A SURVEY OF EXISTING AVIATION EDGE LIGHTS TO
DETERMINE AND RECORD LOCATION OF ANY NON-FUNCTIONAL
OR DAMAGED UNITS PRIOR TO CONSTRUCTION. ANY DAMAGE
OR LOSS OF FUNCTION SHOWN TO HAVE OCCURRED DURING
CONSTRUCTION MUST BE REPAIRED BY THE CONTRACTOR AT
NO EXPENSE TO THE GOVERNMENT.
GROUNDING POINT
DEMOLITION
COORDINATES
NORTHING EASTING
644689.33 411794.75
644746.17 411775.13 a a a a A
M
A
T
A T
I O
N
O
C T
P
CD104
P L
M
O L
I T
I O
N
A R
R
R
O N
S P
O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
SHEET
IDENTIFICATION
NUMBER
US ARMY CORPS
OF ENGINEERS
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
D A
T E
U
S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
M A
R K
D E
S C
R I P
T I O
N A
P P
R
D A
T E
C O
N T
R A
PHILADELPHIA DISTRICT
W
F
X C
X
X
W
B U
R
C O
N S
T R
U C
T
H
Y D
R A
E
L
S
Y S
T E
M
D O
V E
R
A
F B
D
E
F
Y
P R
X
A F
SCALE: 1''= 20'-0"
0 20'20' 10'
MATCHLINE
CD105
MATCHLINE
CD105
MATCHLINE
CD104
MATCHLINE
CD103
NOTES:
1. ALL PCC PAVEMENT REMOVALS SHALL BE INITIATED WITH A DOUBLE FULL DEPTH, VERTICAL SAWCUT.
SEE SHEET CP501 FOR DETAILS.
2. FOR REMOVAL AND REPLACEMENT PAVEMENT SECTIONS. SEE SHEET CP201 TO CP207.
3. ALL EXISTING ODD-SHAPED SLABS ARE REINFORCED WITH 0.05% STEEL DEFORMED BARS OR WWF.
4. EXISTING GROUNDING POINTS LOCATED IN PAVEMENT TO BE REMOVED SHALL ALSO BE REMOVED AND REPLACED WITH
NEW GROUNDING POINTS. ALL OTHER GROUNDING POINTS OUTSIDE OF THE PAVEMENT REMOVAL LIMITS SHALL REMAIN.
EXISTING GROUNDING POINT LOCATION COORDINATES ARE SHOWN IN THE COORDINATE TABLE ON THIS SHEET.
5. EXISTING SUBDRAIN LINES SHOWN ARE BASED ON AS-BUILT DRAWINGS. LOCATIONS MAY VARY SLIGHTLY FROM THAT
SHOWN ON THE DRAWINGS. ALL SUBDRAIN LINES THAT ARE REMOVED IN ORDER TO INSTALL THE NEW HYDRANT FUEL
LOOP SHALL BE REPLACED ACCORDING TO THE SUBDRAIN LINE REPLACEMENT DETAIL SHOWN ON SHEET CP209.
6. EXISTING STORM DRAIN LINES EXPOSED DURING EXCAVATION FOR NEW FUEL LINES SHALL BE SUPPORTED IN PLACE, PROTECTED FROM DAMAGE AND REMAIN OPERATIONAL DURING FUEL LINE INSTALLATION, UNLESS OTHERWISE
APPROVED.
7. EXISTING SUBDRAIN LINES EXPOSED DURING EXCAVATION FOR NEW FUEL LINES OR ANCILLARY WORK SHALL BE EITHER:
a. SUPPORTED IN PLACE, PROTECTED FROM DAMAGE AND REMAIN OPERATIONAL DURING THE CONTRACT WORK.
b. TEMPORARILY DISCONNECTED WHERE THEY DAYLIGHT INTO THE EXCAVATION AS DEEMED NECESSARY BY THE
CONTRACTOR TO BETTER FACILITATE THE CONTRACT WORK. ANY WATER DISCHARGING FROM THE DISCONNECTED
SUBDRAINS SHALL BE COLLECTED AND DIVERTED AWAY FROM THE ACTIVE WORK AREA AND SHALL NOT IMPACT ANY
PART OF THE CONTRACT WORK.
8. IN THE PRESENCE OF THE CONTRACTING OFFICER, PERFORM A SURVEY OF EXISTING AVIATION EDGE LIGHTS TO
DETERMINE AND RECORD LOCATION OF ANY NON-FUNCTIONAL OR DAMAGED UNITS PRIOR TO CONSTRUCTION. ANY
DAMAGE OR LOSS OF FUNCTION SHOWN TO HAVE OCCURRED DURING CONSTRUCTION MUST BE REPAIRED BY THE
CONTRACTOR AT NO EXPENSE TO THE GOVERNMENT.
GROUNDING POINT
DEMOLITION
COORDINATES
NORTHING EASTING
645066.30 411586.58 a a a
A M
R
E M
O V
E
O
J
I N
T S
O C
T
P
CD105
P L
M
O L
I T
I O
N
A R
R
R
O N
S P
O T
O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
SHEET
IDENTIFICATION
NUMBER
US ARMY CORPS
OF ENGINEERS
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
D A
T E
U
S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
M A
R K
D E
S C
R I P
T I O
N A
P P
R
D A
T E
C O
N T
R A
PHILADELPHIA DISTRICT
W
F
X C
X
X
W
B U
R
C O
N S
T R
U C
T
H
Y D
R A
E
L
S
Y S
T E
M
D O
V E
R
A
F B
D
E
F
Y
P R
I L
X
A F
SCALE: 1''= 20'-0"
0 20'20' 10'
MATCHLINE
CD104
MATCHLINE
CD104
NOTES:
1. ALL PCC PAVEMENT REMOVALS SHALL BE INITIATED WITH A DOUBLE FULL DEPTH, VERTICAL SAWCUT. SEE SHEET CP501 FOR DETAILS.
2. FOR REMOVAL AND REPLACEMENT PAVEMENT SECTIONS. SEE SHEET CP201 TO CP207.
3. ALL EXISTING ODD-SHAPED SLABS ARE REINFORCED WITH 0.05% STEEL DEFORMED BARS OR WWF.
4. EXISTING GROUNDING POINTS LOCATED IN PAVEMENT TO BE REMOVED SHALL ALSO BE REMOVED AND REPLACED WITH NEW GROUNDING POINTS. ALL OTHER
GROUNDING POINTS OUTSIDE OF THE PAVEMENT REMOVAL LIMITS SHALL REMAIN. EXISTING GROUNDING POINT LOCATION COORDINATES ARE SHOWN IN THE
COORDINATE TABLE ON THIS SHEET.
5. EXISTING SUBDRAIN LINES SHOWN ARE BASED ON AS-BUILT DRAWINGS. LOCATIONS MAY VARY SLIGHTLY FROM THAT SHOWN ON THE DRAWINGS. ALL
SUBDRAIN LINES THAT ARE REMOVED IN ORDER TO INSTALL THE NEW HYDRANT FUEL LOOP SHALL BE REPLACED ACCORDING TO THE SUBDRAIN LINE
REPLACEMENT DETAIL SHOWN ON SHEET CP209.
6. EXISTING STORM DRAIN LINES EXPOSED DURING EXCAVATION FOR NEW FUEL LINES SHALL BE SUPPORTED IN PLACE PROTECTED FROM DAMAGE AND REMAIN
OPERATIONAL DURING FUEL LINE INSTALLATION UNLESS OTHERWISE APPROVED.
7. EXISTING SUBDRAIN LINES EXPOSED DURING EXCAVATION FOR NEW FUEL LINES OR ANCILLARY WORK SHALL BE EITHER:
a. SUPPORTED IN PLACE, PROTECTED FROM DAMAGE AND REMAIN OPERATIONAL DURING THE CONTRACT WORK.
b. TEMPORARILY DISCONNECTED WHERE THEY DAYLIGHT INTO THE EXCAVATION AS DEEMED NECESSARY BY THE CONTRACTOR TO
BETTER FACILITATE THE CONTRACT WORK. ANY WATER DISCHARGING FROM THE DISCONNECTED SUBDRAINS SHALL BE COLLECTED
AND DIVERTED AWAY FROM THE ACTIVE WORK AREA AND SHALL NOT IMPACT ANY PART OF THE CONTRACT WORK.
8. IN THE PRESENCE OF THE CONTRACTING OFFICER, PERFORM A SURVEY OF EXISTING AVIATION EDGE LIGHTS TO DETERMINE AND
RECORD LOCATION OF ANY NON-FUNCTIONAL OR DAMAGED UNITS PRIOR TO CONSTRUCTION. ANY DAMAGE OR LOSS OF FUNCTION
SHOWN TO HAVE OCCURRED DURING CONSTRUCTION MUST BE REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO THE GOVERNMENT.
9. NEW FLANGE PIT NOT SHOWN FOR CLARITY.
GROUNDING POINT
DEMOLITION
COORDINATES
NORTHING EASTING
645092.63 411274.52 a a a A
M
A
T
A T
I O
N
O
C T
P
SCALE: 1" = 30'-0"
0 30'30' 10'20'
KEYPLAN
NO SCALE
CE101
E R
O S
I O
N
C
O N
T R
A
N
A R
O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
SHEET
IDENTIFICATION
NUMBER
US ARMY CORPS
OF ENGINEERS
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
D A
T E
U
S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
M A
R K
D E
S C
R I P
T I O
N A
P P
R
D A
T E
C O
N T
R A
PHILADELPHIA DISTRICT
W F
X
C
X
X
W B
U R
C O
N S
T R
U C
T
H
Y D
R A
E
L
S
Y S
T E
M
D O
V E
R
A
F B
D
E
F
Y
P R
I L
X
A F
NOTES:
1. PROVIDE COMPOST FILTER LOGS AS A MEANS
OF SEDIMENT CONTROL ALONG THE LIMITS OF
DISTURBANCE AS NEEDED DURING
INSTALLATION OF UTILITIES AS SHOWN IN THE
DETAILS ON CE502. COMPOST FILTER LOGS
MUST BE PLACED ON THE DOWN SLOPE OF
UTILITY EXCAVATIONS WITH THE TRENCH SPOIL
TEMPORARILY PLACED ON THE UP SLOPE SIDE
OF THE UTILITY ALIGNMENT.
2. PROVIDE THE UTILITY CROSSING DIVERSION
PIPE AS SHOWN IN THE DETAILS ON CE503 TO
FACILITATE CROSSING OF THE WETLANDS WITH
THE ELECTRICAL AND FUEL UTILITIES.
3. CONSTRUCT THE STABILIZED CONSTRUCTION
ENTRANCE IN ACCORDANCE THE RELEVANT
DETAILS ON CE501.
4. PROVIDE COMPOST FILTER LOGS ON THE
SOUTHERN SIDE OF THE NEW PUMPHOUSE SITE,
AND THE UPHILL SIDE OF THE EASTERN
PERIMETER SWALE IN ACCORDANCE WITH THE
CONSTRUCTION SEQUENCE 3.d.i and 3.d.iii ON
CE504.
5. PROVIDE COMPOST LOG SEDIMENT TRAP AS
SHOWN IN THE DETAILS ON CE502.
a a A
M
M
O V
E
W
A T
R
N
K
N
C E
O
C T
P
KEYPLAN
NO SCALE
CG101
P L
I T
E
G
R A
D I N
G
A R
M
P H
O U
S E
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
SHEET
IDENTIFICATION
NUMBER
US ARMY CORPS
OF ENGINEERS
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
D A
T E
U
S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
M A
R K
D E
S C
R I P
T I O
N A
P P
R
D A
T E
C O
N T
R A
PHILADELPHIA DISTRICT
W
F
X C
X
X
W
B U
R
C O
N S
T R
U C
T
H
Y D
R A
E
L
S
Y S
T E
M
D O
V E
R
A
F B
D
E
F
Y
P R
X
A F
NOTES:
1. LAWN INLETS ARE DELDOT STANDARD INLETS.
FOR DETAILS, SEE SHEETS CG503 AND CG504.
2. FOR SURVEY AND CONSTRUCTION BASE
HORIZONTAL GEOMETRY, SEE SHEET CS501.
3. SEE CU505 FOR SUBDRAIN CONNECTION
DETAILS.
a a A
M
M
O V
E
W
A T
N
N
C E
O C
T
P
E
V A
T I O
N
F
T
OFFSET (FT)
3+87
0 20 40 60 80 100020406080100120140160180200220240260280300320340360380400
E L E
V A
T I O
N
F
T
OFFSET (FT)
5+36
0 20 40 60 80 100020406080100120140160180200220240260280300320340360380400
WETLAND
10+40
8+91
PERIMETER DIKE OF
FUEL CONTAINMENT AREA
FUEL PUMPHOUSE
FOUNDATION LMITS
WATER PUMPHOUSE
FOUNDATION LIMITS
FUEL STORAGE TANK
FOUNDATIONS
FINISHED
GRADE
CHAINLINK
FENCE (TYP)
EXISTING
GROUND
STORMWATER INLET
TOP GRATE 18.3
PUMPHOUSE ACCESS
ROAD, TYP
PUMPHOUSE ACCESS
ROAD (TYP)
12" RCP
17.6
17.8
15.8
CHAINLINK
FENCE (TYP)
PUMPHOUSE ACCESS ROAD
AND PARKING AREA
STORMWATER
SWALE (TYP)
SURVEY &
CONSTRUCTION
SURVEY &
CONSTRUCTION
SURVEY &
CONSTRUCTION
SURVEY &
CONSTRUCTION
8" PVC
CONTAINMENT
AREA DRAIN
EXISTING
GROUND
CG302
P U
M P
H O
U S
E
A
R E
A
S I T
E
C
R O
C
T I O
N S
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
SHEET
IDENTIFICATION
NUMBER
US ARMY CORPS
OF ENGINEERS
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
D A
T E
U
S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
M A
R K
D E
S C
R I P
T I O
N A
P P
R
D A
T E
C O
N T
R A
PHILADELPHIA DISTRICT
W F
X
C
X
X
W B
U R
C O
N S
T R
U C
T
H
Y D
R A
E
L
S
Y S
T E
M
D O
V E
R
A
F B
D
E
F
Y
P R
I L
X
A F
A
B
NOTES:
1. PUMPHOUSES, FUEL STORAGE TANKS, AND SLAB
FOUNDATIONS SHOWN ARE REPRESENTATIVE OF
DESIGN. FOR ACTUAL FOUNDATION DIMENSIONS,
REFER TO STRUCTURAL DRAWINGS.
a a A
M
M
O V
E
W
A T
N
N
C E
O
C T
P
E
V A
T I O
N
F
T
OFFSET (FT)
6+50
0 20 40 60 80 1000204060
E L E
V A
T I O
N
F
T
OFFSET (FT)
7+00
0 20 40 60 80 1000204060
E L E
V A
T I O
N
F
T
OFFSET (FT)
7+50
0 20 40 60 80 1000204060
E L E
V A
T I O
N
F
T
OFFSET (FT)
8+00
0 20 40 60 80 1000204060
E L E
V A
T I O
N
F
T
OFFSET (FT)
8+50
0 20 40 60 80 1000204060
E L E
V A
T I O
N
F
T
OFFSET (FT)
9+00
0 20 40 60 80 1000204060
15.5
15.3
15.1
14.8
WETLAND
WETLAND
STA 7+10,
END AGGREGATE PAVEMENT
BEGIN ASPHALT PAVEMENT
15" CULVERT STA 6+40,
SEE CG101
15" CULVERT
SURVEY &
CONSTRUCTION
SURVEY &
CONSTRUCTION
SURVEY &
CONSTRUCTION
SURVEY &
CONSTRUCTION
SURVEY &
CONSTRUCTION
SURVEY &
CONSTRUCTION
CG307
P U
M P
H O
U S
E
A
C C
E S
S
R
O A
D
C R
O S
S
S
E C
T I O
N S
S T
A
T
O
S
T A
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
SHEET
IDENTIFICATION
NUMBER
US ARMY CORPS
OF ENGINEERS
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
D A
T E
U
S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
M A
R K
D E
S C
R I P
T I O
N A
P P
R
D A
T E
C O
N T
R A
PHILADELPHIA DISTRICT
W F
X
C
X
X
W B
U R
C O
N S
T R
U C
T
H
Y D
R A
E
L
S
Y S
T E
M
D O
V E
R
A
F B
D
E
F
Y
P R
I L
X
A F a a A
M
M
O V
E
W
A T
N
N
C E
O
C T
P
CP102
P A
V E
M E
I N
T
L
A Y
O U
T
P
L A
N
A R
R
R
O N
S P
O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
SHEET
IDENTIFICATION
NUMBER
US ARMY CORPS
OF ENGINEERS
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
D A
T E
U
S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
M A
R K
D E
S C
R I P
T I O
N A
P P
R
D A
T E
C O
N T
R A
PHILADELPHIA DISTRICT
W
F
X C
X
X
W
B U
R
C O
N S
T R
U C
T
H
Y D
R A
E
L
S
Y S
T E
M
D O
V E
R
A
F B
D
E
F
Y
P R
X
A F
SCALE: 1''= 20'-0"
0 20'20' 10'
MATCHLINE
CP103
MATCHLINE
CP103
MATCHLINE
CP101
MATCHLINE
CP101
NOTES:
1. SEE SHEET CP501 FOR JOINT DETAILS.
2. SEE SHEET CP502 FOR JOINT SEALANT DETAILS.
3. ENTIRE SLAB TO BE REINFORCED. ADDITIONAL
REINFORCEMENT REQUIRED AT HYDRANT OUTLET PIT,
FLANGE PIT AND HIGH POINT VENT PIT CORNERS. SEE
SHEET CP503 FOR REINFORCEMENT DETAILS.
4. NO CHANGE IN JOINTING TYPES OR PATTERNS SHALL BE
MADE WITHOUT WRITTEN APPROVAL OF THE DESIGN
ENGINEER.
5. STATIC GROUNDS SHALL BE INSTALLED NO CLOSER THAN
12 INCHES TO A JOINT WHEN PLACED IN NEW CONCRETE
OR NO CLOSER THAN 14" IN EXISTING CONCRETE.
REFERENCE SHEETS ES102 THRU ES106 FOR STATIC
GROUND LOCATIONS AND SHEET ES503 FOR STATIC
GROUND DETAILS.
6. ADJUST SAWED CONTRACTION JOINTS TO MATCH
ADJACENT EXISTING JOINT LOCATIONS EXACTLY.
7. THICKENED EDGE EXPANSION JOINT SHALL BE INSTALLED
AROUND THE PERIMETER OF ALL NEW HYDRANT OUTLET
PITS, FLANGE PITS AND HIGH POINT VENT PITS.
8. ODD-SHAPED SLABS SHALL BE REINFORCED AS SHOWN.
a a a A
M
R
E M
O V
E
O
I N
T S
O C
T
P
CP103
P A
V E
M E
I N
T
L
A Y
O U
T
P
L A
N
A R
R
R
O N
S P
O T
O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
SHEET
IDENTIFICATION
NUMBER
US ARMY CORPS
OF ENGINEERS
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
D A
T E
U
S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
M A
R K
D E
S C
R I P
T I O
N A
P P
R
D A
T E
C O
N T
R A
PHILADELPHIA DISTRICT
W
F
X C
X
X
W
B U
R
C O
N S
T R
U C
T
H
Y D
R A
E
L
S
Y S
T E
M
D O
V E
R
A
F B
D
E
F
Y
P R
X
A F
SCALE: 1''= 20'-0"
0 20'20' 10'
MATCHLINE
CP102
MATCHLINE
CP102
NOTES:
1. SEE SHEET CP501 FOR JOINT DETAILS.
2. SEE SHEET CP502 FOR JOINT SEALANT DETAILS.
3. ENTIRE SLAB TO BE REINFORCED. ADDITIONAL
REINFORCEMENT REQUIRED AT HYDRANT OUTLET PIT,
FLANGE PIT AND HIGH POINT VENT PIT CORNERS. SEE
SHEET CP503 FOR REINFORCEMENT DETAILS.
4. NO CHANGE IN JOINTING TYPES OR PATTERNS SHALL BE
MADE WITHOUT WRITTEN APPROVAL OF THE DESIGN
ENGINEER.
5. STATIC GROUNDS SHALL BE INSTALLED NO CLOSER THAN
12 INCHES TO A JOINT WHEN PLACED IN NEW CONCRETE
OR NO CLOSER THAN 14" IN EXISTING CONCRETE.
REFERENCE SHEETS ES102 THRU ES106 FOR STATIC
GROUND LOCATIONS AND SHEET ES503 FOR STATIC
GROUND DETAILS.
6. ADJUST SAWED CONTRACTION JOINTS TO MATCH
ADJACENT EXISTING JOINT LOCATIONS EXACTLY.
7. THICKENED EDGE EXPANSION JOINT SHALL BE INSTALLED
AROUND THE PERIMETER OF ALL NEW HYDRANT OUTLET
PITS, FLANGE PITS AND HIGH POINT VENT PITS.
8. ODD-SHAPED SLABS SHALL BE REINFORCED AS SHOWN.
a a a
A M
A
A
N G
E
P
I T
O C
T
P
T a
P T
H
A
S
N
E C
E S
S A
R Y
F O
R
F
U E
L
L
I N
E
I N
S T
A L
L A
T I O
N
WIDTH AS SHOWN ON
REPLACEMENT SECTION
EXISTING DOWELED
CONSTRUCTION JOINT
(TYP.)
DOUBLE
SAWCUT (TYP.) -
SEE DETAIL ON
SHEET CP501
24" MIN.
7.5" PCC
TO REMAIN
6"
NEW 28"
SAND
BACKFILL
22"
5.5" AC
TO REMAIN
5.5" AC TO REMAIN
7.5" PCC TO REMAIN
EXIST. 6"
AGG.
DRAIN.
LAYER
SHORING
CONTRACTOR
TO PREVENT
UNDERMINING
OF EXISTING
PAVEMENT TO
REMAIN (TYP.)
EXCAVATE TO
A STABLE
SLOPE
EXIST.
SUBGRADE
42"
NEW SUBGRADE
SHORING
NEW 18" PCC NEW 18" PCC
EXISTING AIRFIELD
PAVEMENT
DOWELED
CONSTRUCTION
JOINT (TYP.)
EXISTING AIRFIELD
PAVEMENT
NEW 18" DGA
SUBBASE COURSE
FINAL BACKFILL
(DEPTH VARIES)
2 PIPE DIA.
PLUS 2' (MIN.)
2 PIPE DIA.
PLUS 2' (MIN.)
NEW 12" DIA. FUEL LINES
TO BE INSTALLED
7.5" PCC TO BE REMOVED
DOUBLE
SAWCUT (TYP.) -
SEE DETAIL ON
SHEET CP501
INSTALL NEW DOWELS
TO OFFSET EXISTING AT
LEAST 6" LATERALLY
20' +/- 20' +/-
5.5" AC TO BE REMOVED
NEW AIRFIELD PAVEMENT - 20' +/- NEW AIRFIELD PAVEMENT - 20' +/-
NEW 7.5" PCC NEW 7.5" PCC
NEW
5.5" AC
TACK COAT
(TYP.)
NEW 6" DGA
SUBBASE
COURSE
NEW AGG. DRAINAGE LAYER
6" DIA.
PERFORATED
SUBDRAIN PIPE
6"
9"
SUBDRAIN
C/L
NEW AGG. DRAINAGE LAYER
SUBDRAIN
C/L
SEE NOTE 2
SEE NOTE 2
SEE NOTE 1
SEE NOTE 1
SEE NOTE 3
SEE NOTE 3
SEE NOTE 4
SEE NOTE 4
SEE NOTE 5
SEE NOTE 5
a a a
CP203
A I R
F I E
V
I N
G
R
E M
O V
A L
A
P L A
C E
M E
C
T O
N S
S E
C T
I O
O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
SHEET
IDENTIFICATION
NUMBER
US ARMY CORPS
OF ENGINEERS
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
D A
T E
U
S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
M A
R K
D E
S C
R I P
T I O
N A
P P
R
D A
T E
C O
N T
R A
PHILADELPHIA DISTRICT
W
F
X C
X
X
W
B U
R
C O
N S
T R
U C
T
H
Y D
R A
E
L
S
Y S
T E
M
D O
V E
R
A
F B
D
E
F
Y
P R
X
A F a A
M
T
A T
I O
N
O
C T
R
P T
H
A
S
N
E C
E S
S A
R Y
F O
R
F
U E
L
L
I N
E
I N
S T
A L
L A
T I O
N
WIDTH AS SHOWN ON
REPLACEMENT SECTION
DOUBLE
SAWCUT (TYP.) -
SEE DETAIL ON
SHEET CP501
EXISTING AIRFIELD
PAVEMENT
FINAL BACKFILL
(DEPTH VARIES)
2 PIPE DIA.
PLUS 2' (MIN.)
2 PIPE DIA.
PLUS 2' (MIN.)
NEW 12" DIA.
FUEL LINES
TO BE
INSTALLED
SHORING
CONTRACTOR
TO PREVENT
UNDERMINING
OF EXISTING
PAVEMENT TO
REMAIN (TYP.)
42"
NEW SUBGRADE
SHORING
7.5" PCC TO
BE REMOVED
DOUBLE
SAWCUT (TYP.) -
SEE DETAIL ON
SHEET CP501
3" AC TO BE REMOVED
EXISTING
GRASSED
ISLAND
EXIST. 4" AGG.
BASE COURSE
EXIST. 16" AGG.
BASE COURSE
NEW 18" PCC
NEW 18" DGA
SUBBASE COURSE
NEW 18" PCC NEW 18" PCC
EXISTING AIRFIELD
PAVEMENT
EXIST. GRASSED
ISLAND
FINAL BACKFILL
(DEPTH VARIES)
2 PIPE DIA.
PLUS 2' (MIN.)
2 PIPE DIA.
PLUS 2' (MIN.)
NEW 12" DIA. FUEL LINES
TO BE INSTALLED
C
T H
I C
K
E
D G
E
5'
DGA
BACKFILL
6" DIA.
PERFORATED
SUBDRAIN PIPE
16.5"13.5"
SUBDRAIN
C/L
6" DIA.
PERFORATED
SUBDRAIN PIPE
6"
10"
46"
SUBDRAIN
C/L
SEE NOTE 2
SEE NOTE 2
SEE NOTE 1
SEE NOTE 1
SEE NOTE 3
SEE NOTE 3
SEE NOTE 4
SEE NOTE 5
SEE NOTE 5
SEE NOTE 4
EXIST. GRASSED
ISLAND
a a a
CP204
A I R
F I E
V
I N
G
R
E M
O V
A L
A
P L A
C E
M E
C
T O
N S
S E
C T
I O
O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
SHEET
IDENTIFICATION
NUMBER
US ARMY CORPS
OF ENGINEERS
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
D A
T E
U
S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
M A
R K
D E
S C
R I P
T I O
N A
P P
R
D A
T E
C O
N T
R A
PHILADELPHIA DISTRICT
W
F
X C
X
X
W
B U
R
C O
N S
T R
U C
T
H
Y D
R A
E
L
S
Y S
T E
M
D O
V E
R
A
F B
D
E
F
Y
P R
X
A F a A
M
E V
I S
E
S
E C
T I O
T
E
O
C T
R
12" PCC
TO BE REMOVED
SHORING
EX. 4" AGG.
CONTRACTOR
TO PREVENT
UNDERMINING
OF EXISTING
PAVEMENT TO
REMAIN (TYP.)
12.5" PCC
TO BE
REMOVED
EXCAVATE
TO A STABLE
SLOPE
30"
NEW SUBGRADE
EXIST.
SUBGRADE
EXIST. 12" DGA
SUBBASE
COURSE
EXIST.
GRASS
ISLAND
NEW SUBGRADE
42"
NEW
18"
PCC
NEW
12.5"
PCC
EXIST.
GRASS
ISLAND
DOWELED
THKND. EDGE
JOINT (TYP.)
EXISTING AIRFIELD
PAVEMENT
DOWELED
CONTRACT.
JOINT (TYP.)
B E
N C
H
DOWELED
CONTRUCT.
JOINT (TYP.)
NEW 11.5" DGA
BASE COURSE
NEW 11.5" AGG.
DRAINAGE
LAYER
NEW 6" DGA SUBBASE COURSE
NEW 6" AGG. DRAINAGE LAYER
NEW 18" DGA
SUBBASE COURSE
NEW 6" AGG. DRAINAGE LAYER
EXISTING DOWELED
CONSTRUCTION
JOINT (TYP.)
24" MIN.
7.5" PCC TO
REMAIN
5.5" AC TO REMAIN
5.5" AC TO BE REMOVED
SEE
DEMO
PLAN
7.5" PCC TO
REMAIN
5.5" AC TO REMAIN
NEW 5.5" AC
SEE
JOINT
PLAN
DOWELED
THKND. EDGE
JOINT (TYP.)
THKND. EDGE
JOINT (TYP.)
AC CONTRACTION
JOINT
NEW AIRFIELD PAVEMENT - SEE JOINT PLAN FOR DISTANCE
NEW 6" AGG. DRAINAGE LAYER
NEW 18" DGA
SUBBASE COURSE
NEW 6" DGA SUBBASE COURSE
DRAINAGE
LAYER: SEE
NOTE #4,
SECTION N
EXCAVATE
TO A
STABLE
SLOPE
16"
SEE NOTE 2
SEE NOTE 2
SEE NOTE 1
SEE NOTE 1
SEE
NOTE 4
SEE NOTE 4
SEE NOTE 5
SEE NOTE 5
a a
CP207
A I R
F I E
V
I N
G
R
E M
O V
P L
A C
E M
E N
T
S
E C
T O
N S
S E
C T
I O
M
O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
SHEET
IDENTIFICATION
NUMBER
US ARMY CORPS
OF ENGINEERS
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
D A
T E
U
S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
M A
R K
D E
S C
R I P
T I O
N A
P P
R
D A
T E
C O
N T
R A
PHILADELPHIA DISTRICT
W F
X
C
X
X
W B
U R
C O
N S
T R
U C
T
H
Y D
R A
E
L
S
Y S
T E
M
D O
V E
R
A
F B
D
E
F
Y
P R
I L
X
A F a A
M
R
E V
I S
E
N
O T
A T
I O
N O
C T
R
CP802
A I R
F I E
V
E M
E N
T
P
A V
I N
G
P
L A
N
A R
R
R
O N
S P
O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
SHEET
IDENTIFICATION
NUMBER
US ARMY CORPS
OF ENGINEERS
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
D A
T E
U
S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
M A
R K
D E
S C
R I P
T I O
N A
P P
R
D A
T E
C O
N T
R A
PHILADELPHIA DISTRICT
W
F
X C
X
X
W
B U
R
C O
N S
T R
U C
T
H
Y D
R A
E
L
S
Y S
T E
M
D O
V E
R
A
F B
D
E
F
Y
P R
X
A F
SCALE: 1''= 20'-0"
0 20'20' 10'
MATCHLINE
CP803
MATCHLINE
CP803
MATCHLINE
CP801
MATCHLINE
CP801
NOTES:
1. HATCHED AREAS REPRESENT REMOVAL AND
REPLACEMENT OF PAVEMENT.
2. ALL EXISTING AIRFIELD PAVEMENT MARKINGS
REMOVED OR OTHERWISE DAMAGED BY THE
CONTRACTOR'S OPERATIONS SHALL BE REPLACED TO
MATCH PRE-CONSTRUCTION CONDITIONS.
3. SEE APRON PHASING SHEETS (GC101-GC106) FOR
PHASING REQUIREMENTS FOR ALL WORK AT THE
AIRFIELD APRON.
4. SEE JOINT LAYOUT PLANS FOR LOCATION OF NEW PCC
SLABS TO BE REINFORCED.
5. ALL REPLACEMENT SLABS SHALL MATCH EXISTING
ELEVATIONS.
a a a
A M
R
E M
O V
E
O
I N
T S
O C
T
R
CP803
A I R
F I E
V
E M
E N
T
P
A V
I N
G
P
L A
N
A R
R
R
O N
S P
O
O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
SHEET
IDENTIFICATION
NUMBER
US ARMY CORPS
OF ENGINEERS
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
D A
T E
U
S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
M A
R K
D E
S C
R I P
T I O
N A
P P
R
D A
T E
C O
N T
R A
PHILADELPHIA DISTRICT
W
F
X C
X
X
W
B U
R
C O
N S
T R
U C
T
H
Y D
R A
E
L
S
Y S
T E
M
D O
V E
R
A
F B
D
E
F
Y
P R
X
A F
SCALE: 1''= 20'-0"
0 20'20' 10'
MATCHLINE
CP802
MATCHLINE
CP802
NOTES:
1. HATCHED AREAS REPRESENT REMOVAL AND
REPLACEMENT OF PAVEMENT.
2. ALL EXISTING AIRFIELD PAVEMENT MARKINGS
REMOVED OR OTHERWISE DAMAGED BY THE
CONTRACTOR'S OPERATIONS SHALL BE REPLACED TO
MATCH PRE-CONSTRUCTION CONDITIONS.
3. SEE APRON PHASING SHEETS (GC101-GC106) FOR
PHASING REQUIREMENTS FOR ALL WORK AT THE
AIRFIELD APRON.
4. SEE JOINT LAYOUT PLANS FOR LOCATION OF NEW PCC
SLABS TO BE REINFORCED.
5. ALL REPLACEMENT SLABS SHALL MATCH EXISTING
ELEVATIONS.
a a A
M
A
A
N G
E
P
I T
O C
T
R
CP805
A I R
F I E
V
E M
E N
T
S
U B
D R
A
A
N
A R
R
R
O N
S P
O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
SHEET
IDENTIFICATION
NUMBER
US ARMY CORPS
OF ENGINEERS
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
D A
T E
U
S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
M A
R K
D E
S C
R I P
T I O
N A
P P
R
D A
T E
C O
N T
R A
PHILADELPHIA DISTRICT
W
F
X C
X
X
W
B U
R
C O
N S
T R
U C
T
H
Y D
R A
E
L
S
Y S
T E
M
D O
V E
R
A
F B
D
E
F
Y
P R
I L
X
A F
SCALE: 1''= 20'-0"
0 20'20' 10'
MATCHLINE
CP806
MATCHLINE
CP806
NOTES:
1. SLOPE LAST SECTION OF SUBDRAIN TO MEET
EXISTING SUBDRAIN INVERT.
2. RADIUS ON ALL SUBDRAIN CONNECTIONS ARE 4'
UNLESS OTHERWISE NOTED.
a a A
M
R
E V
I S
E
P
O I N
T
S
T Y
L E
O C
T
P
CP806
A I R
F I E
V
E M
E N
T
S
U B
D R
A
A
N
A R
R
R
O N
S P
O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
SHEET
IDENTIFICATION
NUMBER
US ARMY CORPS
OF ENGINEERS
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
D A
T E
U
S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
M A
R K
D E
S C
R I P
T I O
N A
P P
R
D A
T E
C O
N T
R A
PHILADELPHIA DISTRICT
W
F
X C
X
X
W
B U
R
C O
N S
T R
U C
T
H
Y D
R A
E
L
S
Y S
T E
M
D O
V E
R
A
F B
D
E
F
Y
P R
X
A F
SCALE: 1''= 20'-0"
0 20'20' 10'
MATCHLINE
CP807
MATCHLINE
CP807
MATCHLINE
CP805
MATCHLINE
CP805
NOTES:
1. SLOPE LAST SECTION OF SUBDRAIN TO MEET
EXISTING SUBDRAIN INVERT.
2. RADIUS ON ALL SUBDRAIN CONNECTIONS ARE 4'
UNLESS OTHERWISE NOTED.
a a A
M
R
E V
I S
E
P
O I N
T
S
T Y
L E
O C
T
P
CP807
A I R
F I E
V
E M
E N
T
S
U B
D R
A
A
N
A R
R
R
O N
S P
O
O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
SHEET
IDENTIFICATION
NUMBER
US ARMY CORPS
OF ENGINEERS
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
D A
T E
U
S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
M A
R K
D E
S C
R I P
T I O
N A
P P
R
D A
T E
C O
N T
R A
PHILADELPHIA DISTRICT
W
F
X C
X
X
W
B U
R
C O
N S
T R
U C
T
H
Y D
R A
E
L
S
Y S
T E
M
D O
V E
R
A
F B
D
E
F
Y
P R
X
A F
SCALE: 1''= 20'-0"
0 20'20' 10'
MATCHLINE
CP806
MATCHLINE
CP806
NOTES:
1. SLOPE LAST SECTION OF SUBDRAIN TO MEET
EXISTING SUBDRAIN INVERT.
2. RADIUS ON ALL SUBDRAIN CONNECTIONS ARE 4'
UNLESS OTHERWISE NOTED.
3. NEW FLANGE PIT NOT SHOWN FOR CLARITY.
a a a
A M
R
E V
I S
E
P
O I N
T
S
T Y
L E
O C
T
P
KEYPLAN
NO SCALE
NEW SANITARY SEWER
NEW ELECTRIC
NEW COMMUNICATIONS
NEW FUEL PIPE
NEW WATER MAIN
NEW 4" STORM DRAIN OUTLET
NEW 6" STORM DRAIN OUTLET
NEW RCP STORM DRAIN
NEW 4" SUBDRAIN
NEW FIRE HYDRANT LOOP
NEW UTILITY ALIGNMENT LINETYPE LEGEND
CU101
S A
N I T
A R
Y
S
E W
W
T
A
N
A R
M
P H
O U
S E
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
SHEET
IDENTIFICATION
NUMBER
US ARMY CORPS
OF ENGINEERS
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
D A
T E
U
S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
M A
R K
D E
S C
R I P
T I O
N A
P P
R
D A
T E
C O
N T
R A
PHILADELPHIA DISTRICT
W F
X
C
X
X
W B
U R
C O
N S
T R
U C
T
H
Y D
R A
E
L
S
Y S
T E
M
D O
V E
R
A
F B
D
E
F
Y
P R
I L
X
A F
NOTES:
1. FOR SANITARY SEWER PROFILES SEE CU201 AND CU206.
2. FOR SANITARY SEWER TRENCH DETAILS SEE CU501.
3. FOR WATER LINE PROFILES SEE CU203, CU205, AND CU206.
4. FOR WATER LINE TRENCH DETAILS SEE CU505.
5. WATER LINE ALIGNMENT REPRESENTS (1) 4" & (1) 2
" WATER
LINES. INDIVIDUAL ALIGNMENTS COMBINED FOR CLARITY.
SEE DETAIL ON CU505.
6. FOR GRINDER PUMP WELL DETAIL, SEE CU501.
7. IF THE LOCATION OF THE EXISTING FUEL LINE
(ABANDONED) INTERFERES WITH CONSTRUCTION OF ANY
OF THE NEW UTILITY LINES OR THEIR APPURTENANCES,
REMOVE AS REQUIRED AND BACKFILL WITH STONE
BEDDING TO BOTTOM OF THE TRENCH OF THE NEW LINES.
8. WHEN HORIZONTAL DISTANCE BETWEEN WATER AND
SEWER LINES IS LESS THAN 10' CONCRETE ENCASEMENT 6"
THICK OF THE WATER LINE IS REQUIRED.
9. PROVIDE ENCASEMENT OF 3" SEWER LINE 20LF CENTERED
ON 2" WATER LINE CROSSING AS SHOWN IN DETAIL ON
CU501.
a A
M
M
O V
E
W
A T
N
N
C E
O
C T
P T
SCALE: 1" = 50'-0"
0 50'50' 25'
KEYPLAN
NO SCALE
NEW SANITARY SEWER
NEW ELECTRIC
NEW COMMUNICATIONS
NEW FUEL PIPE
NEW WATER MAIN
NEW 4" STORM DRAIN OUTLET
NEW 6" STORM DRAIN OUTLET
NEW RCP STORM DRAIN
NEW 4" SUBDRAIN
NEW FIRE HYDRANT LOOP
NEW UTILITY ALIGNMENT LINETYPE LEGEND
CU103
S A
N I T
A R
Y
S
E W
T
A
N
A R
O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
SHEET
IDENTIFICATION
NUMBER
US ARMY CORPS
OF ENGINEERS
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
D A
T E
U
S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
M A
R K
D E
S C
R I P
T I O
N A
P P
R
D A
T E
C O
N T
R A
PHILADELPHIA DISTRICT
W F
X
C
X
X
W B
U R
C O
N S
T R
U C
T
H
Y D
R A
E
L
S
Y S
T E
M
D O
V E
R
A
F B
D
E
F
Y
P R
I L
X
A F
NOTES:
1. FOR FORCE MAIN SEWER PROFILES SEE CU201 AND CU202.
2. FOR FORCE MAIN SEWER CLEANOUT DETAIL SEE CU503.
3. FOR WATER LINE PROFILES SEE CU203 AND CU204.
4. FOR COMBINED WATER AND FORCE MAIN SEWER LINE
TRENCH DETAIL SEE CU505.
5. WATER LINE ALIGNMENT REPRESENTS (1) 4" & (1) 2
" WATER
LINES. INDIVIDUAL ALIGNMENTS COMBINED FOR CLARITY.
SEE DETAIL ON CU505.
a a A
M
R
E V
I S
E
N
O T
A T
I O
N O
C T
P
SCALE: 1" = 50'-0"
0 50'50' 25'
KEYPLAN
NO SCALE
NEW SANITARY SEWER
NEW ELECTRIC
NEW COMMUNICATIONS
NEW FUEL PIPE
NEW WATER MAIN
NEW 4" STORM DRAIN OUTLET
NEW 6" STORM DRAIN OUTLET
NEW RCP STORM DRAIN
NEW 4" SUBDRAIN
NEW FIRE HYDRANT LOOP
NEW UTILITY ALIGNMENT LINETYPE LEGEND
CU104
S A
N I T
A R
Y
S
E W
T
A
N
A R
O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
SHEET
IDENTIFICATION
NUMBER
US ARMY CORPS
OF ENGINEERS
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
D A
T E
U
S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
M A
R K
D E
S C
R I P
T I O
N A
P P
R
D A
T E
C O
N T
R A
PHILADELPHIA DISTRICT
W F
X
C
X
X
W B
U R
C O
N S
T R
U C
T
H
Y D
R A
E
L
S
Y S
T E
M
D O
V E
R
A
F B
D
E
F
Y
P R
I L
X
A F
NOTES:
1. FOR FORCE MAIN SEWER PROFILES SEE CU201 AND CU202.
2. FOR FORCE MAIN SEWER TRENCH DETAIL SEE CU501.
3. FOR WATER LINE PROFILES SEE CU203 AND CU204.
4. FOR WATER LINE TRENCH DETAIL SEE CU505.
5. FOR COMBINED WATER AND FORCE MAIN ALIGNMENTS SEE
TRENCH DETAIL ON CU505.
6. WATER LINE ALIGNMENT REPRESENTS (1) 4" & (1) 2
" WATER
LINES. INDIVIDUAL ALIGNMENTS COMBINED FOR CLARITY.
SEE DETAIL ON CU505.
7. TIE INTO EXISTING FORCE MAIN 10' BEYOND EXISTING
FORCE MAIN WELL @ STA 24+93. SEE FORCE MAIN TAPPING
DETAIL ON CU503.
8. CONNECT NEW WATER LINES TO EXISTING WATER LINES
USING (1) 12"X12"X4" TEE AND (1) 12"X12"X2.5" TEE.
a a
A M
R
E V
I S
E
N
O T
A T
I O
N O
C T
P
FINISH
GRADE
EXISTING GROUND
NEW GRINDER PUMP WELL,
SEE NOTE 3
" FORCE MAIN
F A
F
U E
L
P U
M P
H O
U S
E
F
D N
I N
V E
N E
W
F
U E
L
L I N
E
N E
W
S
W
E R
A
S P
H
A
C C
E S
S
R
O A
D
R
O A
D
E X
I S
T
C
O M
M
L I N
E
N E
W
F
I R
E
H Y
D R
A N
T
L O
O P
N
T
N
E S
A B
A N
D O
N E
D
F
U E
L
L I N
E
N E
W
F
O R
I N
C L E
A N
O U
T
M
A N
H O
L E
4" GRAVITY SEWER
STA 0+00 TO STA 1+ 59
" FORCE MAIN
EXISTING GROUND
F O
R C
E
M
A I N
C L
E A
N O
N
H O
L E
A
M
I T
T A
N C
E
V A
L V
E
M
A N
H O
L E
G
R A
V E
L
R
O A
D
A B
A N
D O
N E
D
F
U E
L
L
I N
E
E X
I S
T
S
T O
R M
W A
T E
R
L
I N
E
E X
I S
T
S
T O
R M
W A
T E
R
L
I N
E
CU201
F O
R C
E
M
A
W
O
F I L
E
S T
A
T
O
S
T A
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
SHEET
IDENTIFICATION
NUMBER
US ARMY CORPS
OF ENGINEERS
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
D A
T E
U
S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
M A
R K
D E
S C
R I P
T I O
N A
P P
R
D A
T E
C O
N T
R A
PHILADELPHIA DISTRICT
W F
X
C
X
X
W B
U R
C O
N S
T R
U C
T
H
Y D
R A
E
L
S
Y S
T E
M
D O
V E
R
A
F B
D
E
F
Y
P R
I L
X
A F
1. EXISTING UTILITY LINES SHOWN ARE APPROXIMATE.
2. EXISTING COMM & ELECTRIC LINES ARE ASSUMED TO HAVE
2.5' OF COVER.
3. INVERTS OF 4" GRAVITY SEWER: 14.9' @ STA 1+55 AND 14.84'@
STA 1+57.5.
4. EXISTING STORM WATER PIPES ARE ASSUMED TO HAVE AN
INVERT OF 8.5' BELOW FINISHED GRADE.
5. ALL UTILITIES SHALL BE FIELD VERIFIED PRIOR TO
CONSTRUCTION.
NOTES:
M A
TC
H
LI
N
E M
A
TC
H
LI
N E
TH
IS
S H
E E
T
TH
IS
S
H E
E T
M A
TC
H
LI
N
E M
A
TC
H
LI
N E
TH
IS
S H
E E
T
TH
IS
S
H E
E T
M A
TC
H
LI
N
E M
A
TC
H
LI
N E
C U
C U a a A
M
R
E V
I S
E
A
L I G
N M
E N
T S
O
C T
P
FINISH
EXISTING GROUND
F A
W
A T
E R
P U
M P
H O
U S
E
F
D N
R
O A
D
G
R A
V E
L
R
O A
D
A B
A N
D O
N E
D
F
U E
L
L
I N
E
N E
W
U
G
E
L E
C T
R I C
N E
W
F
U E
L
L
I N
E S
N E
W
F
O R
I N
E X
I S
T
C
O M
M
L
I N
E
N E
W
W
A T
N
E
(1) 4" & (1) 2
" WATER LINES
A B
A N
D O
N E
D
J E
T
F U
E L
L I N
E
EXISTING GROUND
E X
I S
T
S
T O
R M
W A
T E
R
L I N
E
E X
I S
T
S
T O
R M
W A
T E
R
L I N
E
(1) 4" & (1) 2
" WATER LINES
CU203
W A
T E
R
L
I N
E
P
R O
F I L
E
S T
A
T
O
S
T A
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
SHEET
IDENTIFICATION
NUMBER
US ARMY CORPS
OF ENGINEERS
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
D A
T E
U
S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
M A
R K
D E
S C
R I P
T I O
N A
P P
R
D A
T E
C O
N T
R A
PHILADELPHIA DISTRICT
W F
X
C
X
X
W B
U R
C O
N S
T R
U C
T
H
Y D
R A
E
L
S
Y S
T E
M
D O
V E
R
A
F B
D
E
F
Y
P R
I L
X
A F
M A
TC
H
LI
N
E M
A
TC
H
LI
N E
TH
IS
S H
E E
T S
E E
V
IE
W
/C U
M A
TC
H
LI
N
E M
A
TC
H
LI
N E
C U
C U
NOTES:
M A
TC
H
LI
N
E M
A
TC
H
LI
N E
TH
IS
S H
E E
T
TH
IS
S
H E
E T
1. EXISTING UTILITY LINES SHOWN ARE APPROXIMATE.
2. EXISTING COMM & ELECTRIC LINES ARE ASSUMED TO HAVE
2.5' OF COVER.
3. EXISTING ABANDONED FUEL LINE IS ASSUMED TO HAVE AN
INVERT OF 6' BELOW FINISHED GRADE.
4. EXISTING STORM WATER PIPES ARE ASSUMED TO HAVE AN
INVERT OF 8.5' BELOW FINISHED GRADE.
5. ALL UTILITIES SHALL BE FIELD VERIFIED PRIOR TO
CONSTRUCTION.
a a A
M
R
E V
I S
E
A
L I G
N M
E N
T S
O
C T
P T
A
T
X I S
T I N
G
D A
B
T
P
P L Y
S E
E
C
U
G
R A
V E
L
R
O A
D
A
S P
H
R
O A
D
℄W E
T L A
N D
S
A
R E
A
B
EXISTING GROUND
(1) 4" & (1) 2
" WATER LINES
CONNECT TO EXISTING DAFB
BASE LOOP WITH 8"X8"x4" TEE
AND (2) 4"X2.5" REDUCERS
CU204
W A
T E
R
L
I N
E
P
R O
F I L
E
S T
A
A
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
SHEET
IDENTIFICATION
NUMBER
US ARMY CORPS
OF ENGINEERS
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
D A
T E
U
S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
M A
R K
D E
S C
R I P
T I O
N A
P P
R
D A
T E
C O
N T
R A
PHILADELPHIA DISTRICT
W F
X
C
X
X
W B
U R
C O
N S
T R
U C
T
H
Y D
R A
E
L
S
Y S
T E
M
D O
V E
R
A
F B
D
E
F
Y
P R
I L
X
A F
NOTES:
M A
TC
H
LI
N
E M
A
TC
H
LI
N E
C U
C U
1. EXISTING UTILITY LINES SHOWN ARE APPROXIMATE.
2. EXISTING COMM & ELECTRIC LINES ARE ASSUMED TO HAVE
2.5' OF COVER.
3. EXISTING ABANDONED FUEL LINE IS ASSUMED TO HAVE AN
INVERT OF 6' BELOW FINISHED GRADE.
4. EXISTING STORM WATER PIPES ARE ASSUMED TO HAVE AN
INVERT OF 8.5' BELOW FINISHED GRADE.
5. ALL UTILITIES SHALL BE FIELD VERIFIED PRIOR TO
CONSTRUCTION.
a a A
M
R
E V
I S
E
A
L I G
N M
E N
T S
O
C T
P T
FINISH GRADE
EXISTING GROUND
8" NON POTABLE FIRE HYDRANT LOOP
B E
G
F
I R
E
H
Y D
R A
O P
E D
A
S P
H
A C
C E
A
D
E D
A
S P
H
A C
C E
A
D
N E
W
F
U E
L
L I N
E
N E
W
C
O M
M
L I N
E
N E
W
S
T O
R M
W A
T E
R
L I N
E
N E
W
S
T O
R M
W A
T E
R
L I N
E
F I R
E
H
Y D
R A
N T
F I R
E
H
Y D
R A
N T
N E
W
S
U B
D R
A I N
N E
W
S
U B
D R
A I N
N E
W
S
U B
D R
A I N
E Q
U A
L I T
Y
S
S
F I R
E
H
Y D
R A
O
P
W A
T E
R
L
I N
E
N E
W
F
O R
I N
S E
W E
R
N E
W
W
A T
N
E
N E
W
F
L O
O R
D R
A
W
E R
N E
W
F
U E
L
L
I N
E S
F I R
E
H
Y D
R A
N T
W
A T
N
E
CU205
F I R
E
H
Y D
R A
O
P
P
R O
F I L
E
S T
A
T
O
S
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
SHEET
IDENTIFICATION
NUMBER
US ARMY CORPS
OF ENGINEERS
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
D A
T E
U
S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
M A
R K
D E
S C
R I P
T I O
N A
P P
R
D A
T E
C O
N T
R A
PHILADELPHIA DISTRICT
W F
X
C
X
X
W B
U R
C O
N S
T R
U C
T
H
Y D
R A
E
L
S
Y S
T E
M
D O
V E
R
A
F B
D
E
F
Y
P R
I L
X
A F
NOTES:
M A
TC
H
LI
N
E M
A
TC
H
LI
N E
TH
IS
S H
E E
T
TH
IS
S
H E
E T
M A
TC
H
LI
N
E M
A
TC
H
LI
N E
TH
IS
S H
E E
T
TH
IS
S
H E
E T
1. EXISTING UTILITY LINES SHOWN ARE APPROXIMATE.
2. EXISTING COMM & ELECTRIC LINES ARE ASSUMED TO HAVE
2.5' OF COVER.
3. EXISTING ABANDONED FUEL LINE IS ASSUMED TO HAVE AN
INVERT OF 6' BELOW FINISHED GRADE.
4. EXISTING STORM WATER PIPES ARE ASSUMED TO HAVE AN
INVERT OF 8.5' BELOW FINISHED GRADE.
5. ALL UTILITIES SHALL BE FIELD VERIFIED PRIOR TO
CONSTRUCTION.
a a A
M
R
E V
I S
E
A
L I G
N M
E N
T S
O
C T
P
W
A T
E R
P U
M P
H O
U S
E
F
D N
F A
F
U E
L
P U
M P
H O
U S
E
F
D N
S T
A
N E
W
F
U E
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L
I N
E S
N E
W
F
U E
L
L
I N
E
N E
W
W
A T
N
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N E
W
F
U E
L
L
I N
E
N E
W
F
U E
L
L
I N
E S
N E
W
F
L O
A
P
H
R
O A
D
N E
W
S
U B
D R
A I N
F A
W
A T
E R
P U
M P
H O
U S
E
F
D N
T
G R
A V
I T
Y
S
E W
E R
S T
A
I N
V E
W
A T
N
E
N E
W
F
U E
L
L I N
E S
EXISTING
GROUND
3" FLOOR DRAIN
SEWER
FINISHED
P
H
R
O A
D
S U
B D
R A
I N
F
I R
E
W
A T
N
E
CU206
W A
T E
R
P
U M
P H
O U
T
W
N
E
P R
O F
I L
E S
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
SHEET
IDENTIFICATION
NUMBER
US ARMY CORPS
OF ENGINEERS
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
D A
T E
U
S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
M A
R K
D E
S C
R I P
T I O
N A
P P
R
D A
T E
C O
N T
R A
PHILADELPHIA DISTRICT
W F
X
C
X
X
W B
U R
C O
N S
T R
U C
T
H
Y D
R A
E
L
S
Y S
T E
M
D O
V E
R
A
F B
D
E
F
Y
P R
I L
X
A F
1. EXISTING UTILITY LINES SHOWN ARE APPROXIMATE.
DEPTH IS ASSUMED TO BE 3 FEET BELOW EXISTING GRADE.
ALL UTILITIES SHALL BE FIELD VERIFIED PRIOR TO
CONSTRUCTION.
NOTES:
a a A
M
R
E V
I S
E
A
L I G
N M
E N
T S
O
C T
P T
KEYPLAN
NO SCALE
ES101
E L
E C
T R
I C
T
E
P
L A
N
A R
O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
SHEET
IDENTIFICATION
NUMBER
US ARMY CORPS
OF ENGINEERS
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
D A
T E
U
S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
M A
R K
D E
S C
R I P
T I O
N A
P P
R
D A
T E
C O
N T
R A
PHILADELPHIA DISTRICT
W F
X
C
X
X
W B
U R
C O
N S
T R
U C
T
H
Y D
R A
E
L
S
Y S
T E
M
D O
V E
R
A
F B
D
E
F
Y
P R
I L
X
A F
VERIFY EXISTING POWER OR COMM DUCTBANKS.
FOR WORK IMMEDIATELY ADJACENT TO OR FOR
EXCAVATIONS EXPOSING A UTILITY OR OTHER
BURIED OBSTRUCTION, EXCAVATE BY HAND.
MV COPPER CONDUCTORS, URD TYPE, 3#1/0
AWG MINIMUM, WITH FULL SIZE CONCENTRIC
NEUTRAL, 133% INSULATION LEVEL, XLP TR
INSULATION IN CONCRETE ENCASED 4" Ø MIN
SCH 80 PVC CONDUIT, PLUS ONE SPARE.
100 PAIRS CAT 6 TELEPHONE CABLE IN
CONCRETE ENCASED 4" Ø MIN SCH 80 PVC
CONDUIT, PLUS ONE SPARE.
(1)-12 STRAND SM FO CABLE IN CONCRETE
ENCASED 4" Ø MIN SCH 80 PVC CONDUIT, PLUS
ONE SPARE.
(1)-12 STRAND SM FO CABLE AND 100 PAIRS
CAT 6 TELEPHONE CABLE IN CONCRETE
ENCASED 4" Ø MIN SCH 80 PVC CONDUIT,
PLUS ONE SPARE.
NEW ELECTRICAL ELBOW CABINET, TYPICAL OF 4.
NEW TELECOMM MANHOLE, TYPICAL OF 7.
PAD-MOUNTED, OIL-FILLED TRANSFORMER,
12470 - 480V, 750kVA 3PH, 4W.
NOTES:
1. THE MEDIUM VOLTAGE TRANSFORMER SHOWN ON THIS
PLAN SHALL BE MOUNTED ON A CONCRETE PAD 6" ABOVE
FINISHED GRADE.
2. SEE DETAILS DRAWING ES510 FOR ADDITIONAL
INFORMATION.
3. CONTRACTOR SHALL COORDINATE WITH CONTRACTING
OFFICER ANY POWER/TELECOM OUTAGES. CONTRACTOR
SHALL PLAN WORK ACCORDINGLY TO REDUCE OUTAGES
TO A MINIMUM AND ONLY AT AGREED TIME(S).
4. SEE CIVIL DRAWINGS FOR COMPLETE INFORMATION ON
EXISTING UTILITY LINES.
KEY NOTES:
a a A
M
M
O V
E
T
R A
N S
F O
R M
E R
O
C T
P
| G-002 |
| GC106 |
| CD103 |
| CD104 |
| CD105 |
| CS101 |
| CS201 |
| CS504 |
| CE101 |
| CG101 |
| CG302 |
| CG307 |
| CP102 |
| CP103 |
| CP203 |
| CP204 |
| CP207 |
| CP802 |
| CP803 |
| CP805 |
| CP806 |
| CP807 |
| CU101 |
| CU103 |
| CU104 |
| CU201 |
| CU203 |
| CU204 |
| CU205 |
| CU206 |
| SS101 |
| SS502 |
| SS503 |
| SS505 |
| MS101 |
| MS102 |
| MS103 |
| MS207 |
| MS401 |
| MS403 |
| MS502 |
| MS503 |
| MS505 |
| ES101 |
| ES103 |
| ES201 |
| P-501 |
| M-101 |
| M-201 |
| EL501 |
| EP101 |
| EC501 |
| P-210WB |
File details come from the government source that posted it. Updated .