ReferenceDrawingsComplete.pdf
PDF 2 MB Posted
- Attached to
- Fisk Chapel Site Improvements
- Solicitation number
- Not on record
- Issued by
- Monmouth County, New Jersey
About this file
This document is a civil engineering drainage connections drawing for the Borough of Fair Haven Municipal Buildings located at 35 Fisk Street in Fair Haven, New Jersey, prepared by Frank H. Lehr Associates, Consulting Civil Engineers. The drawing, dated 01/10/2025 with prior addendums on 8/8/2023 and 8/15/2023, details the proposed drainage infrastructure for the site, including multiple structures with specific invert elevations, pipe lengths, and pipe types such as 15" HDPE, 15" RCP, 12" HDPE, and 4" pipes with varying slope percentages. The drawing includes a proposed bio-retention basin with an elevation of 21.50 and indicates that drainage work will be performed by a PD/CC contractor.
The technical drawing provides detailed topographical information, showing ground elevations, pipe inverts, and specific drainage structure characteristics across the municipal building site. The drainage plan involves multiple interconnected structures, with pipe runs ranging from 11 to 70 linear feet and utilizing different pipe materials and diameters. Specific elevation data is provided for each structure, including top of ground (T/G) and invert elevations, which will be critical for understanding the site's stormwater management approach. The drawing is part of a larger site improvement project that includes regrading along the building to manage drainage effectively.
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| FCSI C204.pdf | ||
| FCSI E-1.pdf | ||
| FCSI C207.pdf | ||
| FCSI C206.pdf | ||
| FCSI C201.pdf | ||
| FCSI C202.pdf | ||
| FCSI C203.pdf | ||
| FCSI C209.pdf | ||
| FCSI Spec Book - Complete.pdf |
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Text version
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8/8/2023 ADDENDUM 1
8/15/2023 ADDENDUM 2
11/20/2023 REVISION 6
01/10/2025 LOT LIGHTING
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STRUCTURE - (4)
T/G:23.50
INV IN: 21.11 15" HDPE
INV OUT:21.11 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
W W W W
32 LF 15" RCP@ 0.31%
53 LF 15" RCP@ 2.19%
STRUCTURE - (6)
T/G:25.87
70 LF 15" HDPE@ 1.99%
BC:23.51
TC:24.01
BC:23.80
TC:24.30
BC:24.57
TC:25.07
BC:25.34
TC:25.84
25.21
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25.89
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T/G:22.29
INV OUT:20.05 15" RCP
BC:23.25
TC:23.75
22.72 22.86
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22.57 22.57 23.71
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22.3722.36
BC:23.34
TC:23.84
62 LF 6" HDPE@ 1.00%
EXIST PD CLEANOUT
T/G:22.42
INV IN: 19.00 4"
INV OUT:19.00 4"
EXIST TIEIN
T/G:22.66
INV IN: 15.60 8" PVC
INV IN: 15.60 4"
INV OUT:15.60 8" PVC
68 LF 4" @ 1.87%
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45 LF 12" HDPE@ 0.44%
11 LF 12" HDPE@ 0.50%
STRUCTURE - (14)
T/G:23.57
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
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
BC:23.85
BC:24.75
BC:23.95
BC:23.31BC:23.33
BC:23.27 BC:23.31
BC:22.75BC:22.78
TC:25.25
TC:24.45
22.00
REGRADE ALONG
BUILDING TO DRAIN
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DRAINAGE TO BE PERFORMED
BY PD/CC CONTRACTOR
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