Amend10 plans.pdf
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0+00 1+00 2+00
2+75
C-101
EXISTING LIGHT TO BE PROTECTED
APPROXIMATE
10" CIP FORCE
MAIN LOCATION
EXISTING SIGN
TO BE PROTECTED
LOCATION OF NEW
WATER VALVE TO BE
COORDINATE WITH NEW
JERSEY AMERICAN WATER
8 7 6 5 4 3 2 0
A
B
C
D
E
Sheet reference number:
F
G
H
A
B
C
D
G
H
8 7 6 5 4 3 2 01910
E
F
Sheet of
ELEC BOX
ON POLE
ASPHALT
UP#
E60977BB
TEL. CABLE
MARKER
WOOD BEAM
RR
SIGNAL
GVASPHALT
MILE
POST
TRAV 22
TRAV 21
W
W
C.O.
C.O.
G
G
W W
W
G
37.3
36.3
36.4
36.9
30.0
30.0
29.8
28.8
30.1
29.3
27.9
29.0
25.8
26.2
26.8
27.3
26.2
26.7
30.36
31.5
29.64
29.70
29.89
30.34
30.28
30.45
34.0
35.4
35.2
32.8
32.6
37.2
36.2
36.0
36.2
36.0 36.9
36.2
35.7
23.8
22.1 22.3 22.1
34.5
36.0
34.5
35.8
22.2
22.2
23.9
22.3
22.222.4
34.534.2
34.334.0
35.4
33.8
35.5
34.1
35.0
35.5
34.5
33.6
34.2
35.4 35.3
35.4
35.3
32.6
31.7
30.7
25.5
29.6
33.5
35.3
22.7
22.3
27.5
27.3
26.9
25.6
26.0
24.6
23.4
25.4
25.9
22.6
29.0
29.8
29.35
29.59
28.92
27.20
30.07 29.68
29.58
30.13
30.28
31.05
31.4
31.23
32.8 32.5
33.0 33.3
36.0
33.2 32.9
33.1
32.7
35.3
31.6
31.7
31.3
31.0
30.9
30.2
30.3
STONE
STEPS
UP#
PS187BB
METAL
BARRIER
1+00
2+75
C-102
N89^36’1.7"E
BEARINGLENGTHCOURSEEASTINGNORTHINGPOINTPOINT NORTHING EASTING COURSE LENGTH BEARING
345.13’
629.40’
RRA (2)
SURVEY BASELINE DATA
629414.44
629079.10
629129.78
2038469.38
2038551.00
2039178.35
629089.24
629091.16
2038494.96
2038769.96
"X" CUT 9168D
EL.=31.50
PK 9168C
"X" CUT 9168D
IRON BAR 9168E
S 13%%d40’48"
N 85%%d22’53"E
E 2038494.96
N 629089.24
RRA (1)
STA: 0+00
E 2038769.96
N 629091.16
STA: 2+75
RRA (2)
RRA (1)
275.00’L3, RRA (1) TO RRA (2)L1, PK 9168C TO "X" CUT 9168D
L2, "X" CUT 9168D TO IRON BAR 9168E
RAILROAD AVENUE - HORIZONTAL ALIGNMENT
W
W
G
"X" CUT 9168D
BENCHTIE IN
LP#60259BB
X-CUT ON
TOP OF CURB
X-CUT ON
TOP OF BOLT
(WEST OF JOINT)
(LOWER FLANGE
OF HYDRANT
10 O’CLOCK
FACING NORTH)
(NORTHERN FACE
APPROX. 18’ ABOVE
GROUND)
NOTES:
1. FOR RAILROAD AVENUE PROFILE, SEE DRAWING C-201.
2. ADDITIONAL CONTROL POINTS IRON BAR 9168E LOCATED AT ( N 629129.78, E 2039178.35)
AND PK 9168C LOCATED AT ( N 629414.44, E 2038469.38) ARE NOT SHOWN.
0+00
B
C
D
E
Sheet reference number:
F
G
H
A
B
C
D
G
H
8 7 6 5 4 3 2 01910
E
F
Sheet of
ELEC BOX
ON POLE
ASPHALT
UP#
E60977BB
TEL. CABLE
MARKER
WOOD BEAM
RR
SIGNAL
GVASPHALT
MILE
POST
TRAV 22
TRAV 21
W
W
C.O.
C.O.
G
G
W W
W
G
37.3
36.3
36.4
36.9
30.0
30.0
29.8
28.8
30.1
29.3
27.9
29.0
25.8
26.2
26.8
27.3
26.2
26.7
30.36
31.5
29.64
29.70
29.89
30.34
30.28
30.45
34.0
35.4
35.2
32.8
32.6
37.2
36.2
36.0
36.2
36.0 36.9
36.2
35.7
23.8
22.1 22.3 22.1
34.5
36.0
34.5
35.8
22.2
22.2
23.9
22.3
22.222.4
34.534.2
34.334.0
35.4
33.8
35.5
34.1
35.0
35.5
34.5
33.6
34.2
35.4 35.3
35.4
35.3
32.6
31.7
30.7
25.5
29.6
33.5
35.3
22.7
22.3
27.5
27.3
26.9
25.6
26.0
24.6
23.4
25.4
25.9
22.6
29.0
29.8
29.35
29.59
28.92
27.20
30.07 29.68
29.58
30.13
30.28
31.05
31.4
31.23
32.8 32.5
33.0 33.3
36.0
33.2 32.9
33.1
32.7
35.3
31.6
31.7
31.3
31.0
30.9
30.2
30.3
STONE
STEPS
UP#
PS187BB
2+75
C-103
1 1
B
C
D
E
Sheet reference number:
F
G
H
A
B
C
D
G
H
8 7 6 5 4 3 2 01910
E
F
Sheet of
ELEC BOX
ON POLE
ASPHALT
UP#
E60977BB
TEL. CABLE
MARKER
WOOD BEAM
RR
SIGNAL
GVASPHALT
MILE
POST
TRAV 22
TRAV 21
W
W
C.O.
C.O.
G
G
W W
W
G
37.3
36.3
36.4
36.9
30.0
30.0
29.8
28.8
30.1
29.3
27.9
29.0
25.8
26.2
26.8
27.3
26.2
26.7
30.36
31.5
29.64
29.70
29.89
30.34
30.28
30.45
34.0
35.4
35.2
32.8
32.6
37.2
36.2
36.0
36.2
36.0 36.9
36.2
35.7
23.8
22.1 22.3 22.1
34.5
36.0
34.5
35.8
22.2
22.2
23.9
22.3
22.222.4
34.534.2
34.334.0
35.4
33.8
35.5
34.1
35.0
35.5
34.5
33.6
34.2
35.4 35.3
35.4
35.3
32.6
31.7
30.7
25.5
29.6
33.5
35.3
22.7
22.3
27.5
27.3
26.9
25.6
26.0
24.6
23.4
25.4
25.9
22.6
29.0
29.8
29.35
29.59
28.92
27.20
30.07 29.68
29.58
30.13
30.28
31.05
31.4
31.23
32.8 32.5
33.0 33.3
36.0
33.2 32.9
33.1
32.7
35.3
31.6
31.7
31.3
31.0
30.9
30.2
30.3
STONE
STEPS
UP#
PS187BB
2+75
CT-101
EXISTING LIGHT TO BE PROTECTED
APPROXIMATE
10" CIP FORCE
MAIN LOCATION
EXISTING SIGN
TO BE PROTECTED
NOTE:
STAGE I SHALL BE THE FIRST ITEM OF WORK CONSTRUCTED
AND IT SHALL BE COMPLETED PRIOR TO INITIATING
CONSTRUCTION ON STAGE II UNLESS OTHERWISE AUTHORIZED
BY THE CONTRACTING OFFICER’S REPRESENTATIVE.
STAGE I , RAILROAD AVENUE REGRADING
THE CONTRACTOR SHALL PREPARE AND SUBMIT TO THE CONTRACTING OFFICER’S REPRESENTATIVE
FOR REVIEW AND APPROVAL A SEQUENCE OF CONSTRUCTION. A SUGGESTION FOLLOWS.
1. SETUP CONTRACTOR STAGGING AREA.
2. INSTALL EROSION CONTROL MEASURES AND TEMPORARY SNOW FENCE. SEE DWG. C-103
4. EXTEND 12-INCH STORM SEWER BEYOND LIMITS OF PROPOSED FILL
5. REMOVE PAVEMENT FROM PARKING AS DIRECTED BY THE CONTRACTING OFFICER’S REPRESENTATIVE
AND MILL REMAINS PARKING LOT PAVEMENT WEST OF BUILDING & ENTRANCE TO RAILROAD AVENUE
FROM SOUTH MAIN STREET.
6. PLACE FILL AND REGRADE AROUND THE GENERATOR BUILDING AND PARKING LOT AS SHOWN
ON THE PLANS.
7. CONSTRUCT BELGIAN BLOCK CURB ALONG THE SOUTH SIDE OF THE PARKING AREA.
8. REMOVE PAVING 1/2 OF THE RAILROAD AVENUE ENTRANCE.
9. PLACE FILL AND REGRADE 1/2 OF RAILROAD AVENUE TO PROVIDE ACCESS TO PARKING AREA.
10. REPAVE PARKING LOT AREA AROUND GENERATOR BUILDING AND 1/2 OF RAILROAD AVENUE
ENTRANCE PLUS 10 FEET OF TEMPORARY PAVEMENT TO THE NORTH OF RAILROAD AVENUE
AS DIRECTED BY THE CONTRACTING OFFICER.
11. REMOVE REMAINING PAVEMENT AT RAILROAD AVENUE.
12. PLACE FILL AND REGRADE THE REMAINDER OF RAILROAD AVENUE AND THE DRAINAGE SWALE
AS SHOWN ON THE PLANS.
13. INSTALL OUTLET PROTECTION AT THE 12-INCH STORM SEWER.
14. INSTALL SLOPE PROTECTION AND SEED DRAINAGE SWALE.
15. CONSTRUCT BELGIAN BLOCK CURB ALONG THE SOUTH SIDE OF THE RAILROAD AVENUE.
16. REPAVE RAILROAD AVENUE AS DIRECTED BY THE CONTRACTING OFFICER.
17. CONSTRUCT TIMBER BACK GUARD RAIL ALONG THE SOUTH SIDE OF THE RAILROAD AVENUE.
18. REMOVE AND REINSTALL VERTICAL RAILING FOR THE STAIRCASE LEADING TO THE GENERATOR
BUILDING.
19. INSTALL LANDSCAPING.
20. REMOVE ALL EQUIPMENT AND MATERIALS AND RESTORE THE SITE AS DIRECTED BY THE
CONTRACTING OFFICER’S REPRESENTATIVE.
B
C
D
E
Sheet reference number:
F
G
H
A
B
C
D
G
H
8 7 6 5 4 3 2 01910
E
F
Sheet of
ELEC BOX
ON POLE
ASPHALT
UP#
E60977BB
TEL. CABLE
MARKER
WOOD BEAM
RR
SIGNAL
GVASPHALT
MILE
POST
TRAV 22
TRAV 21
W
W
C.O.
C.O.
G
G
W W
W
G
37.3
36.3
36.4
36.9
30.0
30.0
29.8
28.8
30.1
29.3
27.9
29.0
25.8
26.2
26.8
27.3
26.2
26.7
30.36
31.5
29.64
29.70
29.89
30.34
30.28
30.45
34.0
35.4
35.2
32.8
32.6
37.2
36.2
36.0
36.2
36.0 36.9
36.2
35.7
23.8
22.1 22.3 22.1
34.5
36.0
34.5
35.8
22.2
22.2
23.9
22.3
22.222.4
34.534.2
34.334.0
35.4
33.8
35.5
34.1
35.0
35.5
34.5
33.6
34.2
35.4 35.3
35.4
35.3
32.6
31.7
30.7
25.5
29.6
33.5
35.3
22.7
22.3
27.5
27.3
26.9
25.6
26.0
24.6
23.4
25.4
25.9
22.6
29.0
29.8
29.35
29.59
28.92
27.20
30.07 29.68
29.58
30.13
30.28
31.05
31.4
31.23
32.8 32.5
33.0 33.3
36.0
33.2 32.9
33.1
32.7
35.3
31.6
31.7
31.3
31.0
30.9
30.2
30.3
STONE
STEPS
UP#
PS187BB
04 2 4 8
VERT. SCALE: 1"=4’
010 5 10 20
HOR. SCALE: 1"=10’
RAILROAD AVENUE PROFILE
C-201
SOUTH MAIN STREET
PVI STA = 0+62
PVI ELEV. = 30.61
L = 30.00’
L.P. STA= 0+51.61
L.P. ELEV. = 30.78
PVI STA = 1+14
PVI ELEV. = 34.37
L = 45.00’
H.P. STA= 1+12.36
H.P. ELEV. = 33.57
PVI STA = 2+08
PVI ELEV. = 26.38
L = 50.00’
(SEE TYPICAL LEVEE AND PAVEMENT DETAILS SHEET C-501)
10’
PROPOSED GRADE
OVERFLOW WEIR CREST
(MIN. EL. 33.60)
SECTION
SECTION
(OVERFLOW (WEIR CREST)
(WEIR CREST STATION -0+77)
B
C
D
E
Sheet reference number:
F
G
H
A
B
C
D
G
H
8 7 6 5 4 3 2 01910
E
F
Sheet of
04 2 4 8
VERT. SCALE: 1"=4’
010 5 10 20
HOR. SCALE: 1"=10’ C-302
PROPOSED BELGIUM
BLOCK CURB
PROPOSED BELGIUM
BLOCK CURB
PROPOSED BELGIUM
BLOCK CURB
SLOPE PROTECTION
(SEE SHEET C-504)
SECTION (STA. 1+49)
SECTION (STA. 1+74)
SECTION (STA. 1+99)
SECTION (STA. 2+24)
B
C
D
E
Sheet reference number:
F
G
H
A
B
C
D
G
H
8 7 6 5 4 3 2 01910
E
EXISTING WATER
EXISTING GRADE
PROPOSED GRADE
FLARED END SECTION
02 1 2 4
SCALE: 1"=2’
PLAN
6’-0"
18"
CONCRETE
CUTOFF WALL
SLOPE
6" COARSE AGGREGATE
GRAVEL DRIVEWAY
INV. EL. 23.40
CONCRETE
CUTOFF WALL
6" COARSE AGGREGATE
15" RCP
SCALE: 1"=1’-0"
STONE RIPRAP
1’ THICK
d50= 6"
GEOTEXTILE
FES-1
INV. EL. 23.40
C-505
OUTLET PROTECTION
(SEE SHEET C-501)
46 L.F. 15" RCP
2’-10 1/2"
INV. OUT EL. 23.60
BELGIUM BLOCK CURB
15" RCP
SLOPE 0.0043 FT/FT
ANCHOR GEOTEXTILE IN
ACCORDANCE WITH MANUFACTURES
RECOMMENDATIONS
NOTE:
ELEVATION OF EXISTING WATER MAIN TO BE
CONFIRMED PRIOR TO CONSTRUCTION
FLARED END SECTION -1
CSX TRANSPORTATION INC.
FLARED END SECTION
INLET-1 TYPE B
GRATE EL. 30.40
INV. OUT EL. 23.60
INLET-1 TYPE B
GRATE EL. 30.40
NOTE: ELEVATION OF EXISTING WATER MAIN
TO BE CONFIRM PRIOR TO CONSTRUCTION
SECTION
SECTION
16’-0"
B
C
D
E
Sheet reference number:
F
G
H
A
B
C
D
G
H
8 7 6 5 4 3 2 01910
E
2+75
LP-101
MP
COMMON NAME SCIENTIFIC NAME QUANTITY
LETTER
CODE
CONTAINER
TYPE
PLANT
SIZE
#2 2-3’BAYBERRY MYRICA PENSYLVANICA
#2 CONTAINER - 9" DEEP X 8" DIAMETER
B
C
D
E
Sheet reference number:
F
G
H
A
B
C
D
G
H
8 7 6 5 4 3 2 01910
E
F
Sheet of
ELEC BOX
ON POLE
ASPHALT
UP#
E60977BB
TEL. CABLE
MARKER
WOOD BEAM
RR
SIGNAL
MILE
POST
TRAV 22
W
W
C.O.
C.O.
G
G
W W
W
G
37.3
36.3
36.9
30.0
30.0
29.8
28.8
30.1
29.3
27.9
29.0
25.8
26.2
26.8
27.3
26.2
26.7
30.36
31.5
29.64
29.70
29.89
30.34
30.28
30.45
34.0
35.4
35.2
32.8
32.6
37.2
36.2
36.0
36.2
36.0 36.9
36.2
35.7
23.8
22.1 22.3 22.1
34.5
36.0
34.5
35.8
22.2
22.2
23.9
22.3
22.222.4
34.534.2
34.334.0
35.4
33.8
35.5
34.1
35.0
35.534.2
35.4 35.3
35.4
35.3
32.6
31.7
30.7
25.5
29.6
33.5
35.3
22.7
22.3
27.5
27.3
26.9
25.6
26.0
24.6
23.4
25.4
25.9
22.6
29.0
29.8
29.35
29.59
28.92
27.20
30.07 29.68
29.58
30.13
30.28
31.05
31.4
31.23
32.8 32.5
33.0 33.3
36.0
33.2 32.9
33.1
32.7
35.3
31.6
31.7
31.3
31.0
30.9
30.2
30.3
STONE
STEPS
UP#
PS187BB
S-402
SCALE: 1" = 5’-0"
TEMPORARY RETAINING STRUCTURES PLAN
EXISTING FOOTING
TOP OF CONC.
RETAINING WALL
EL. 36.00
TOP OF CONC. BLOCK WALL
EL. (SEE ARCH. PLANS)
TOP OF CONC.
RETAINING WALL
EL. 31.00
TOP OF CONC.
RETAINING WALL
EL. 25.50
TOP OF T-WALL
EL. 44.00
TOP OF I-WALL
EL. 40.00
WALL MOUNTED
ELECTRIC WINCH
W/L
EXIST. FOOTING
TOP OF I-WALL
EL. 40.00
TOP OF T-WALL
EL. 40.00
TOP OF T-WALL
EL. 44.00
WALL MOUNTED
ELECTRIC WINCH
TOP OF T-WALL
EL. 44.00
REMOVE AND REPLACE
EXIST. BRICK PAVERS
END OF EXIST. FENCE
EDGE OF NEW FOUNDATION
REMOVE AND REPLACE
EXIST. BRICK PAVERS
INSTALL NEW
BRICK PAVERS
LIMIT OF CONTRACTORS
WORKING AREA
APPROXIMATE LOCATION OF
TEMPORARY RETAINING WALL.
(TYP.)(SET TOP AT EXIST. GRADE)
CONTRACTOR TO DETERMINE
FINAL EXTENT NEEDED.
CONC. RETAINING WALL
(TYP.)
APPROXIMATE LOCATION OF TEMPORARY
SHORING FOR EXIST. STONE RETAINING
WALL TO REMAIN. (TYP.)
1:1 SLOPE DOWN
REMOVE AND REPLACE
ALUMINUM FENCE
AS REQUIRED
REMOVE ALUMINUM FENCE
AND REPLACE WITH GATE
(SEE STRUC. DETAILS)
APPROXIMATE LOCATION OF
TEMPORARY SHORING FOR
EXIST. STONE RETAINING
WALL TO REMAIN WITH
UTILITIES SLEEVE
INSTALLED BELOW.
EXISTING STONE RETAINING
WALL (TYP.)
EXISTING EDGE OF BALLAST
N.J. TRANSIT RAILROAD
R.O.W.
N.J. TRANSIT
RAILROAD
R.O.W.
SEE
NOTE 4
NOTES :
1. TEMPORARY RETAINING STRUCTURE TO SUPPORT COOPER E-80
AREMA LOADING ON ADJACENT NJT R/R TRACKS, SEE
SPECIFICATIONS FOR SHORING AND SHEETING REQUIREMENTS
AND SHEET PILE AND SHORING NOTES SHT G-003.
2. TEMPORARY RETAINING STRUCTURES MAY CONSIST OF SOLDIER
PILE WITH LAGGING OR SHEET PILE SYSTEMS AND AS DESIGNED BY
CONTRACTOR’S ENGINEER, IN ACCORDANCE WITH SPECIFICATIONS.
THE USE OF SOLDIER PILE WITH LAGGING WILL NOT BE PERMITTED
WITHIN NJT RIGHT-OF-WAY.
4. DEWATERING OF EXCAVATIONS MAY BE REQUIRED, PERFORMED
IN ACCORDANCE WITH SPECFICATIONS.
5. EXISTING BOLMER BUILDING DEMOLISHED ADJACENT TO EAST END
OF EXCAVATION, SEE SHT. C-106. BURIED DEBRIS MAY INFLUENCE
TEMPORARY RETAINING STRUCTURES.
APPROXIMATE LOCATION
OF TEMPORARY RETAINING
WALL. (TYP.)(SET TOP AT
EXIST. GRADE)
CONTRACTOR TO
DETERMINE FINAL EXTENT
NEEDED.
EXIST. R.R. TRACKS
EXIST. R.R. TRACKS
C/L EXIST. TRACKS
C/L EXIST. TRACKS
0 5’
SCALE: 1"= 5’
10’
3. SECTIONS OF THE TEMPORARY RETAINING STRUCTURE
THAT ARE IMMEDIATELY ADJACENT TO THE RAILROAD TRACKS
MAY BE INCORPORATED INTO THE FORMWORK FOR THE ENDS OF THE I-WALL, IF NECESSARY.
B
C
D
E
Sheet reference number:
F
G
H
A
B
C
D
G
H
8 7 6 5 4 3 2 01910
E
F
Sheet of 87
File details come from the government source that posted it. Updated .