5-12653834-CI-201 - Test Pitting Mark-up.pdf
PDF 468 KB Posted
- Attached to
- Commerce Street Interceptor Replacement Project
- Solicitation number
- Not on record
- Issued by
- Franklin County, Pennsylvania
About this file
This document is a civil engineering plan and profile drawing for the Hamilton Township Municipal Authority's Commerce Street Interceptor Replacement Project, prepared by GHD Inc. in December 2024. The project involves the replacement of existing manholes (M02003-M02007) and installation of approximately 579.14 linear feet of 21" PVC sewer pipe along Commerce Street, with varying pipe slopes ranging from 0.30% to 7.27%. The drawing includes detailed plan and profile views, showing the proposed infrastructure changes, existing utilities, test pit locations, and flood plain considerations.
The engineering drawing provides technical specifications for the sewer line replacement, including precise elevations at key points along the project route (ranging from 593.77 to 614.0), and indicates the replacement of multiple existing manholes with new infrastructure. The project appears to be part of a municipal infrastructure improvement initiative, with careful consideration given to existing site conditions, including flood plain boundaries and utility interactions. The drawing is marked "NOT FOR BIDDING PURPOSES" and includes detailed civil engineering design elements such as inlet protection, horizontal and vertical scales, and comprehensive mapping of the proposed infrastructure modifications.
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Text version
100-YEAR FLOOD PLAIN
0-
YE
AR
F
LO
O D
P
LA
IN
FL
O
O D
W
AY
SAN
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
SAN SAN SAN SAN SAN SAN SAN
SAN SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SA
N
SA
N
SA
N
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SAN
SAN
SAN
SAN
SAN
SAN
SAN
0+50.77
1+52.66
4+23.18
6+70.38
10+39.90
0+00
1+00
2+00
3+00
4+00 5+00
6+00 7+00
8+00 9+00
10+0011+00
S.R. 4010
SEGMENT - 0240
OFFSET - 32+94
EX. MH M02007
(TO BE REPLACED)
21"
EX. MH M02006
(TO BE REPLACED)
EX. MH M02005
(TO BE REPLACED)
21"
NEW
MH M02004
21"
NEW
MH M02004B
NEW
MH M02003
21"
21"
0+001+002+003+004+005+006+007+008+009+0010+0011+0012+00
EX. M02004
(TO BE ABANDONED)EX. M02003
(TO BE ABANDONED)
EX. MH M02007
(TO BE REPLACED)
45.80LF of 21" PVC @ 1.59%
97.02LF of 21" PVC @ 7.27%
EX. MH M02006
(TO BE REPLACED)
EX. MH M02005
(TO BE REPLACED)
265.52LF of 21" PVC @ 0.30%
NEW
MH M02004
242.21LF of 21" PVC @ 0.30%364.53LF of 21" PVC @ 0.30%
NEW
MH M02004B
NEW
MH M02003
219.41LF of 21" PVC @ 0.30%
593.77(NW)
590.89(E) 596.96(W) 0+00.00
605.7
594.60(NW)
594.50(SE)
0+50.77 606.0
601.75(NW)
601.65(SE)
1+52.66 608.6
602.63(NW)
602.53(SE)
4+23.18 616.0
603.45(NW)
603.35(SE)
6+70.38 620.0
604.66(NW)
604.56(SE)
10+39.90
614.0
Project
Client
0 1"
Bar is one inch on original size sheet
IssueNo. Checked Approved Date Author Drafting Check
Designer Design Check
Project Manager
Project Director
Project No. Date ScaleThis document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.
www.ghd.com Conditions of Use
Sheet No.
Title
ARCH D
Size
Sheet
Status Code of
Plot Date: Path and Filename: G:\564\12653834\Digital_Design\ACAD\Sheets\Civil\12653834-GHD-00-DRG-00-CI-00201.dwgPlotted By: Brad Anderson9 April 2025 - 8:33 PM
DECEMBER 2024
HAMILTON TOWNSHIP
COMMERCE STREET INTERCEPTOR
12653834 -
M. COLLINS
AS NOTEDC. ANGLE
B. ANDERSON
J. HAMSHER
S. MATTHEWS
A. WHITTLE
MUNICIPAL AUTHORITY
REPLACEMENT PROJECT
GHD Inc.
225 Grandview Avenue, Suite 403 Camp Hill, Pennsylvania 17011 USA T 1 717 541 0622 W www.ghd.com
CIVIL
PLAN AND PROFILE
CI-201
PLAN
SCALE: 1" = 40'
N
0 80'40'20'
1 PROFILE
SCALE: H 1" = 40', V 1" = 10'
0 20'10'
0 80'40'20'
MA
TC
HL
IN
E
SE
E
DR
AW
IN
G
INLET
PROTECTION
(TYP.)
TEST
PIT #3 TEST
PIT #4 TEST
PIT #5
http://www.ghd.com http://www.ghd.com/ nbragunier Arrow nbragunier Callout Water main was located 18" east of the marks on the ground (see thick blue line). Found line still within PA One Call tolerance zone.
macollins Text Box
NOT FOR BIDDING PURPOSES.
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