3-12653834-CI-203 - Test Pitting Mark-up.pdf
PDF 327 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 drawing (Sheet CI-203) depicts a detailed plan and profile view of a sewer interceptor segment with specific focus on replacing existing manholes (M02A05, M02A06, M02A07) and associated piping. The project involves replacing approximately 113.29 linear feet of 21" PVC pipe at 0.36% grade, 305.32 linear feet of 21" PVC pipe at 0.79% grade, 396.42 linear feet of 21" PVC pipe at 0.34% grade, and 88.10 linear feet of 18" PVC pipe at 1.66% grade, with elevation changes noted at various station points.
The drawing includes technical details such as stream crossings, inlet protection, test pit locations, and connections to existing infrastructure. The project is located on State Route 4010, Segment 0240, with specific offset and elevation measurements documented. The drawing is marked "NOT FOR BIDDING PURPOSES" and provides a comprehensive view of the proposed interceptor replacement, including horizontal and vertical scales, with horizontal scale at 1" = 40' and vertical scale at 1" = 10'. The document is prepared by GHD Inc. from their Camp Hill, Pennsylvania office and includes standard engineering notation, grid references, and precise geographical positioning information.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
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
32+91.60
24+81.98
27+92.27
31+93.70
32+86.7832+92
24+00
25+00
26+00
27+00
28+00
29+00
30+00
31+00
32+00
S.R. 4010
SEGMENT - 0240
OFFSET - 0+00
21"
EX. M02A05
(TO BE REPLACED)
21"
EX. MH M02A06
(TO BE REPLACED)21"
EX. MH M02A07
(TO BE REPLACED)
18"
NEW
MH M02A08
25+0026+0027+0028+0029+0030+0031+0032+0033+0034+00
EX. MH M02A08
(TO BE REMOVED)
113.29LF of 21" PVC @ 0.36%
EX. MH M02A05
(TO BE REPLACED)
305.32LF of 21" PVC @ 0.79%
EX. MH M02A06
(TO BE REPLACED)
396.42LF of 21" PVC @ 0.34%
EX. MH M02A07
(TO BE REPLACED)
88.10LF of 18" PVC @ 1.66%
NEW
MH M02A08
612.10(NW)
612.00(SE)
24+81.98
619.5
614.60(NW)
614.50(SE)
27+92.29
629.0
625.22(NW)
615.95(SE)
31+93.70
632.5
626.78(NW)
626.68(SE)
32+86.78
632.7
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 - 8:28 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-203
PLAN
SCALE: 1" = 40'
N
MA
TC
HL
IN
E
SE
E
DR
AW
IN
G
0 80'40'20'
1 PROFILE
SCALE: H 1" = 40', V 1" = 10'
0 20'10'
0 80'40'20'
EX. MH M02A08
(TO BE REMOVED)
STREAM
CROSSING
STREAM
CROSSING
INLET
PROTECTION
(TYP.)CONNECT TO
EXISTING
TEST
PIT #1
TEST
PIT #2
http://www.ghd.com http://www.ghd.com/ nbragunier Line nbragunier Callout Location of water main based on project plan set provided by water company after test pits were completed.
nbragunier Callout Test Pits 1 & 1A TP1 was performed at new proposed sewer main location. TP1A was performed directly beside the existing sewer main.
nbragunier Pen nbragunier Pen nbragunier Pen nbragunier Pen macollins Text Box
NOT FOR BIDDING PURPOSES.
| Sheets and Views |
| CI-203 |
File details come from the government source that posted it. Updated .