FCSI C203.pdf
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- Fisk Chapel Site Improvements
- Solicitation number
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- Issued by
- Monmouth County, New Jersey
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Other files
| File | Type | Posted |
|---|---|---|
| ReferenceDrawingsComplete.pdf | ||
| FCSI C205.pdf | ||
| FCSI C208.pdf | ||
| FCSI C204.pdf | ||
| FCSI E-1.pdf | ||
| FCSI C207.pdf | ||
| FCSI C206.pdf | ||
| FCSI C201.pdf | ||
| FCSI C202.pdf | ||
| FCSI C209.pdf | ||
| FCSI Spec Book - Complete.pdf |
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Text version
G
AS
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AS
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AS
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AS
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AS
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AS
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AS
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AS
G
AS
G
AS
G
AS
G
AS
G
AS
W W
W W
W W
W W
W W
W W
W W
W
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
E/T/C
E/ T/
C E/
T/ C
E/ T/
C E/
T/ C
E/ T/
C E/
T/ C
E/ T/
C E/
T/ C
E/ T/
C E/
T/ C
E/ T/
C E/
T/ C
E/ T/
C E/
T/ C
O H
L O
H L
O H
L
STRUCTURE - (8)
T/G:27.80
INV IN: 24.80 15" RCP
INV OUT:21.68 15" RCP
STRUCTURE - (9)
T/G:28.19
INV IN: 25.37 15" HDPE
INV OUT:25.37 15" RCP
STRUCTURE - (10)
T/G:28.20
INV IN: 25.50 15" HDPE
INV OUT:25.50 15" HDPE
STRUCTURE - (4)
T/G:23.50
INV IN: 21.11 15" HDPE
INV OUT:21.11 15" RCP
STRUCTURE - (12)
T/G:28.20
INV OUT:25.96 15" HDPE
STRUCTURE - (11)
T/G:28.20
INV IN: 25.85 15" HDPE
INV OUT:25.85 15" HDPE
STRUCTURE - (1)
T/G:22.54
INV IN: 19.56 15" RCP
INV OUT:19.64 15" RCP
STRUCTURE - (2)
T/G:23.11
INV IN: 19.60 15" RCP
INV IN: 21.00 6" HDPE
INV IN: 19.60 15" HDPE
INV OUT:19.60 15" RCP
STRUCTURE - (3)
T/G:24.14
INV IN: 21.00 15" RCP
INV IN: 19.95 15" RCP
INV IN: 19.95 15" RCP
INV OUT:19.95 15" RCP
4.
7%
W W W W W W W W W W W W W
4''W
4''W 4''W
4''W 4''W
4''W
4''W
4''W 4''W
4''W
1.5''W
1.5''W 1.5''W
1.5''W 1.5''W
1.5''W
1.5''W 1.5''W
1.5''W
E/T/CE/T/CE/T/CE/T/CE/T/CE/T/C
35 LF 15" HDPE@ 1.00%
13 LF 15" HDPE@ 1.00%
11 LF 15" HDPE@ 1.00%
57' 15" RCP @ 1.00%
137 LF 15" RCP@ 0.50%
82 LF 15" RCP@ 0.43%
13 LF 15" RCP@ 0.30%
32 LF 15" RCP@ 0.31%
53 LF 15" RCP@ 2.19%
STRUCTURE - (6)
T/G:25.87
INV OUT:22.50 15" HDPE
STRUCTURE - (7)
T/G:26.08
70 LF 15" HDPE@ 1.99%
SAN MH - (2)
T/G:26.84
INV IN: 23.00 4"
INV IN: 23.75 4"
INV OUT:22.00 4"
13 LF 4" @ 1.94%
11 LF 4" @ 2.00%
15 LF 4" @ 2.00%
69 LF 4" @ 1.87%
E/ T/
C E/
T/ C
E/ T/
C E/
T/ C
E/ T/
C
E/T/CE/T/CE/T/CE/T/CE/T/CE/T/CE/T/CE/T/CE/T/CE/T/CE/T/C
1+37
0+00
1+
0+82
0+00
6''W 6''W
6''W 6''W
6''W 6''W
6''W 6''W
2''W 2''W
2''W 2''W
2''W 2''W
2''W
2''W
BC:26.10
BC:26.18
BC:23.51
TC:24.01
BC:23.80
TC:24.30
BC:24.57
TC:25.07
BC:25.34
TC:25.84
BC:26.11
TC:26.61
BC:26.88
TC:27.38
BC:27.65
TC:28.15
BC:27.80
BC:28.00
BC:26.66
BC:26.61
TC:27.11
BC:26.32
FF:26.75
FF:27.25
FF:27.25
TC:26.32
23.1823.14
23.98
26.41
24.98
FF:26.75
26.69
FF:28.25
FF:28.25
FF:28.25
28.19
BC:27.50
TC:28.00
FF:27.25
BC:26.64
BC:26.56
28.00 28.00
26.84
BC:26.80
TC:27.30
FF:27.25
TC:22.92 TC:22.95
BC:22.45BC:22.42 BC:22.59
TC:23.09
26.61
BC:26.56
TC:27.06
27.17
27.14
27.00 26.7226.75
26.75 26.67
26.75
26.17
26.10
24.75
24.91
25.25
25.50
23.80
24.22
BC:25.69
TC:25.83
26.75
BC:27.85
BC:27.92
BC:27.73
TC:26.56
28.18
TW:28.18
28.25
27.68
27.76
27.82
27.90
27.38
25.85
TC:26.10
TC:26.18
25.21
25.80
25.89
26.08
26.19
BC:23.75
TC:24.14
BC:24.66
TC:25.01
69 LF 6" HDPE@ 5.42%
27.25
26.00
24.50
T/G:22.29
INV OUT:20.05 15" RCP
BC:23.25
TC:23.75
22.72 22.86
28.19
1+70
0+00
1+
27.22
27.13
22.64
24.08 23.59
23.28 23.23
23.52
23.58
27.1527.15
24.75 24.75
23.1023.07
27.52
27.88
27.92
28.00 27.95
27.40
27.14 27.23
26.63
26.63
26.41
26.49
25.40 25.47
24.9824.92
22.9022.87
22.57
24.16
BC:27.26
TC:27.76
22.57 23.71
22.51
23.7822.63
22.3722.36
STRUCTURE - (21)
T/G:27.15
INV OUT:23.65 15" HDPE
141 LF 15" HDPE@ 2.88%
INV=24.25
INV=23.25
BC:24.24
TC:24.61
BC:24.74
TC:25.13
BC:27.99
TC:27.99
28.18
26.28 26.46
27.14
27.43 27.71
28.25
28.25 28.25
28.25 28.25
28.25
TC:28.15
TC:28.23
TC:28.26
TC:28.30
28.18
28.75
27.75
27.45
27.54
BW:27.62
BW:27.60
BW:27.57
BW:28.18
TW:28.18
24.75 25.00
BC:23.34
TC:23.84
TW:28.20
TW:28.18
BW:27.59
CO
CO
CO
CO
C O
CO
27.75
CO
INV:23.30
30 LF 6" HDPE@ 1.00%
CO
INV:23.92
62 LF 6" HDPE@ 1.00%
CO
INV:24.50
58 LF 6" HDPE@ 1.00%
25.49
CO
INV:23.79
59 LF 6" HDPE@ 0.83%
CO
INV:24.37
58 LF 6" HDPE@ 1.00%
INV: 23.50
CO
INV:25.52
L
F 6"
H D
PE
.7
8%
CO
INV:25.80
28 LF 6" HDPE@ 1.00%
CO
INV:26.25
45 LF 6" HDPE@ 1.00%
CO
INV:25.8028 LF 6" HDPE@ 1.00%
CO
INV:26.25
L
F 6"
H D
PE
.0
0%
CO
CO
CO
CO
CO
INV: 23.00
25.08
EXIST PD CLEANOUT
T/G:22.42
INV IN: 19.00 4"
INV OUT:19.00 4"
SAN CO-2
T/G:20.61
INV IN: 19.43 4"
INV OUT:19.43 4"
23 LF 4" @ 1.85%
EXIST TIEIN
T/G:22.66
INV IN: 15.60 8" PVC
INV IN: 15.60 4"
INV OUT:15.60 8" PVC
SAN CO-1
T/G:21.89
INV IN: 20.71 4"
INV OUT:20.71 4"
68 LF 4" @ 1.87%
FU
TU
R E
EV
FU
TU
R
E
EV
FU
TU
R E
EV
FU
TU
R
E
EV
FU
TU
R E
EV
FU
TU
R
E
EV
FU
TU
R E
EV
X X
X
X X
X X
X X
X
X X 26.52
25.97 26.44
24.94
26.15
25.37
22.77 23.44
23.3122.87
23.24 22.90
23.45
26.96 27.05
27.43 27.50
27.43
27.76
27.38
27.84
27.81
27.52
27.57 27.58
27.66
27.83
28.02
27.56
27.18
27.81
28.07
28.1028.12
28.63
28.63
28.60
27.40
27.18
26.65
25.67
25.00
25.51
24.60
26.73
25.92
25.50
24.51
26.96
26.67
27.09
27.20 27.23
26.45
23.70
23.00
22.77
22.22 22.40 22.94
22.94
22.49 22.5423.23 23.24
22.56 22.64 22.96
22.29 23.06
22.49 23.03
22.43
22.5023.01 22.5823.15
22.97 23.54
23.0323.61 23.17
24.35 24.70
24.50
24.26
23.24
23.4023.84
23.28 23.79
23.60 23.98
23.21 23.73
23.62
23.60 23.98
23.96 24.48
24.00 24.43
27.49
26.03
25.14
24.98
25.74
25.94
25.93
24.93
25.75
26.29
26.21
25.96
25.62
25.30
26.53
26.69
26.62
25.96
26.54
26.72 26.74
26.30
26.21
25.80
25.63
26.15
25.92 26.27 26.96
27.19
26.97
26.96 26.92
26.98
27.25 27.11
26.8226.80
27.17
27.16
27.10
25.35
25.73
25.22
24.57
24.06
24.28
24.44
24.52
24.56
23.73
23.98
23.59
23.22
23.31
23.71
25.73 25.81
25.44 25.42
25.71 25.90
25.84
25.86
25.34
25.51
25.29
25.22
24.75
24.72
24.60
24.28
23.99
24.60
24.71
22.87
23.48
23.41
22.85
22.61
22.62
22.75
22.91 23.16
24.0224.10
24.5224.06
24.85
25.57
25.13
25.88
26.59
26.95 27.18
27.20
27.60
27.52 26.80
26.41
27.15
27.7827.12
27.74
27.86
27.99 27.68
27.56 27.91
27.92 27.53
28.22
28.39
28.06
27.99
27.86
27.91
28.00
28.11 28.18
28.12 28.19
28.20
28.42 28.33
28.07
27.45
27.90
27.40
27.30
27.16
27.12
27.4227.45
26.63
26.77
26.52
26.65
26.36
26.62
26.50 27.39
27.11
27.16
27.30
27.21 27.24
27.24
27.15 26.62
26.49
26.35
26.46
27.06 27.02
26.96
26.76
27.09 27.0627.04
27.0727.14
27.07
27.03
26.43
25.86 25.87
25.87 26.05
25.78
25.70
25.63
25.50 25.47
25.00
25.06 25.37
25.24 25.15
25.15
25.04
24.82
24.86 25.00
26.54 26.48
26.29
26.23
26.60
26.59
27.02
27.2327.60
27.61
27.60
27.64
27.2727.49
27.44
28.30 28.29
28.24 27.56
27.1627.54
28.24 28.22
27.54
28.21 28.2527.58
27.68 27.54 27.56
27.44
27.53 27.69 27.67
27.62 27.38
27.48
27.79
27.38 27.68
27.80
27.31
27.6627.81 27.91
27.91
22.70 22.87
22.23
22.51
23.04
22.43 22.4522.94
22.95
23.12 22.92
23.03
23.36
23.12 22.83
23.1223.12
23.56
25.76
26.12
26.0726.04
26.04 25.97
26.01
25.49
25.64
25.62
25.32 25.48
25.53
25.52
25.42
26.13 26.28
26.15
26.97 26.96
26.79
26.18
26.57
26.30
26.25
26.31 26.08
26.27
25.73
26.29
26.40
26.22 25.88
24.06
23.6823.71 23.64
22.80
23.72 23.75
23.76
24.27
23.79
23.63
23.50
23.1823.20
23.52
23.19
23.40 23.38
23.43
24.83
24.96 24.57
24.57
24.49
24.42
24.36
24.35
23.24
23.88 24.01
24.25
25.00
25.01
25.45
24.41
25.36 25.41
25.49
25.53 25.56
25.55
26.26 25.87
26.77 26.13
25.28
25.25
25.2325.69
25.82
25.73 26.23
26.3725.89
FU
TU
R E
EV
12 13 14 15 16 17 18 19 20 21 22 23 24 25
293031
5.9'
STEP
58 LF 12" HDPE@
0.50%
45 LF 12" HDPE@ 0.44%
11 LF 12" HDPE@ 0.50%
FLUSH CURB
STRUCTURE - (8)
T/G:23.85
INV IN: 22.25 12" HDPE
STRUCTURE - (9)
T/G:25.63
INV IN: 22.54 12" HDPE
INV OUT:22.54 12" HDPE
STRUCTURE - (11)
T/G:25.45
INV OUT:23.60 12" HDPE
STRUCTURE - (14)
T/G:24.16
INV OUT:22.30 12" HDPE
OUTLET- (16)
T/G:23.50
INV OUT:20.46 12" HDPE
TRENCH DRAIN
TG=24.16
INV=22.30
TRENCH DRAIN
TG=25.45 TO 25.70
(MATCH PAVEMENT SLOPE)
INV=23.60
57' 12" DIP@ 0.52%
STRUCTURE - (16) (1) (1)
T/G:22.88
INV IN: 20.05 12"
STRUCTURE - (16) (1)
T/G:22.67
INV IN: 20.35 12" RCP
INV OUT:20.35 12"
STRUCTURE - (18)
T/G:24.20
INV IN: 20.40 12" HDPE
INV IN: 22.10 12" HDPE
INV OUT:20.40 12" RCP
11 LF 12" RCP@ 0.50%
PROPOSED
BIO RETENTION
BASIN
ELEV. 21.50
INV. 23.47±
VERIFY IN FIELD
INV. 22.31±
INV.out 22.31± (12" RCP)
VERIFY IN FIELD
INV. 18.21± (12" RCP)
INV.out 18.21 (21" RCP)
(VERIFY IN FIELD)
INV. 21.12±
VERIFY IN FIELD
BC:27.60 BC:27.39
BC:27.42
BC:27.69 BC:26.10
BC:25.84
BC:25.70
BC:25.60 BC:25.41
BC:25.07BC:25.35
BC:25.41
BC:25.67
BC:26.30
BC:26.40
BC:25.75BC:25.89
BC:25.50BC:25.38
BC:25.28
BC:24.90
BC:25.52BC:25.79
BC:26.69
BC:23.85
BC:24.75
BC:24.60
BC:23.95
BC:23.31BC:23.33
BC:23.27 BC:23.31
BC:22.75BC:22.78
TC:28.10
TC:25.25
BC:27.44
BC:27.40
TC:27.72
TC:24.45
TC:26.00
TC:27.19 BC:25.24
BC:25.34
22.00
28.15
28.10
28.18
28.18 28.17
27.54 27.45
27.51 27.42
TC:27.75
27.84
27.81 28.18
28.18
TC:26.25
TC:26.53
INV=16.38
8"
.0
(P
E R
D E
S
IG
N
REGRADE ALONG
BUILDING TO DRAIN
REGRADE TO DRAIN
REGRADE ALONG
BUILDING TO DRAIN
88 LF 12" HDPE@ 0.84%
64 LF 12" HDPE@ 0.50%
STRUCTURE - (11) (1)
T/G:26.39
INV IN: 22.86 12" HDPE
INV OUT:22.86 12" HDPE
24.47
GEO-MEMBRANE
5' 4'
RIPRAP OUTLET
PROTECTION
D50=6", T=18"
SHEET OF
TH
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DRAWING NUMBER
THIS DRAWING IS
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C203Feet 0 10 20
Scale: 1"=10'
GRADING PLAN1
GRADING AND DRAINAGE NOTES
1. LOCATION OF UTILITIES IS TO BE USED FOR REFERENCE ONLY. THE
LOCATION, SIZE AND ELEVATION (OR INVERT) OF UTILITIES SHALL BE
INVESTIGATED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY
DISCREPANCIES OR CONFLICTS. CONTRACTOR SHALL VERIFY THE
SIZE, LOCATION, AND ELEVATIONS OF EXISTING UTILITIES AT
PROPOSED CROSSINGS AND TIE-INS PRIOR TO THE START OF
CONSTRUCTION. PROVIDE DATA TO ENGINEER AND NOTIFY
ENGINEER OF ANY CONFLICTS IN WRITING PRIOR TO THE START OF
UTILITY CONSTRUCTION.
2. SITE WORK: WORKMANSHIP, EQUIPMENT AND MATERIALS,
FURNISHED AND PLACED, SHALL MEET THE MINIMUM
REQUIREMENTS OF THE "STANDARD SPECIFICATIONS FOR ROAD
AND BRIDGE CONSTRUCTION," DEPARTMENT OF TRANSPORTATION,
STATE OF NEW JERSEY, 2019 EDITION. WORK SHALL BE DONE SO AS
NOT TO DISTURB EXISTING UTILITIES AND BUILDINGS.
3. CONCRETE PIPES SHALL BE CLASS IV WALL B REINFORCED
CONCRETE PIPE, NO LIFTING HOLES
4. MANHOLES: SHALL BE PRECAST REINFORCED CONCRETE
MANHOLES SHALL CONFORM TO ASTM C 478.
TOP: PRECAST CONCRETE, CONCENTRIC CONE, ECCENTRIC
CONE, OR FLAT SLAB AS REQUIRED.
BASE: CAST-IN-PLACE OR PRECAST CONCRETE.
RUNGS: ALUMINUM OR PLASTIC, INTEGRALLY CAST INTO
MANHOLE SIDE WALLS.
FRAME AND GRATE: HEAVY DUTY CAST IRON, AS INDICATED ON
DRAWINGS.
5. INLETS: SHALL BE PRECAST REINFORCED CONCRETE OR CONCRETE
BLOCK INLETS AS INDICATED CONFORMING TO ASTM C 913
6. RUNGS: ALUMINUM OR PLASTIC, INTEGRALLY CAST INTO MANHOLE
SIDE WALLS
FRAME AND GRATE: HEAVY DUTY CAST IRON, AS INDICATED ON
DRAWINGS
7. FILL SHALL BE PLACED IN LIFTS NOT EXCEEDING 12" IN THICKNESS,
AND SHALL BE COMPACTED TO 95% MAXIMUM MODIFIED PROCTOR
DENSITY, OR IN ACCORDANCE WITH THE PROJECT SPECIFICATION.
8. SUBGRADE: SHAPE SURFACE OF AREAS UNDER PAVEMENT TO LINE,
GRADE AND CROSS SECTION, WITH FINISH SURFACE NOT MORE
THAN 12 INCE ABOVE OR BELOW REQUIRED SUBGRADE ELEVATION.
SET AND RESET CASTINGS TO FINISHED SUBGRADE PROFILE
IMMEDIATELY PRIOR TO PAVING. VERIFY SUBGRADE PROFILE PRIOR
TO PAVING.
9. IN AREAS RECEIVING NEW PAVEMENT, THE SUBGRADE SHALL BE
THOROUGHLY COMPACTED.
10. GRADING AND PLACEMENT OF FILL SHALL BE PERFORMED IN
ACCORDANCE WITH THE PROJECT SPECIFICATIONS, AND IN
ACCORDANCE WITH THE RECOMMENDATIONS OF THE
GEOTECHNICAL REPORT.
11. ALL REQUIRED UNDERGROUND PIPING, CONDUIT, ETC., SHALL BE IN
PLACE PRIOR TO FINISHED PAVING OPERATIONS.
12. PARTICULAR CARE SHALL BE GIVEN TO GRADING THE VICINITY OF
HANDICAP PARKING AND DEPRESSED CURBS. MAXIMUM CROSS
SLOPE IN HANDICAP PARKING SPACES IS 2%; MAXIMUM CROSS
SLOPE IS 2%; MAXIMUM SLOPE ALONG ACCESSIBLE ROUTE IS 5%,
UNLESS OTHERWISE INDICATED. ENGINEER SHALL BE NOTIFIED IN
WRITING IMMEDIATELY OF ANY DISCREPANCIES.
13. ABANDONED UTILITIES - CLOSE ENDS OF ABANDONED
UNDERGROUND UTILITIES WHICH ARE INDICATED TO REMAIN IN
PLACE WITH SUFFICIENTLY STRONG CLOSURES TO WITHSTAND
HYDROSTATIC OR EARTH PRESSURE WHICH MAY RESULT AFTER
THE ENDS OF ABANDONED UTILITIES HAVE BEEN CLOSED. CLOSE
ENDS OF CONCRETE OR MASONRY UTILITIES WITH NOT LESS THAN
8" THICK CONCRETE BRICK MASONRY BULKHEADS. CLOSE OPEN
ENDS OF OPEN PIPING WITH THREADED METAL CAPS, PLASTIC
PLUGS, OR OTHER ACCEPTABLE METHODS SUITABLE FOR SIZE AND
TYPE OF MATERIAL BEING CLOSED. WOOD PLUGS ARE NOT
ACCEPTABLE.
NIC/BY OTHERS
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File details come from the government source that posted it. Updated .