2017 Force Main Plans 17466.pdf
PDF 1 MB Posted
- Attached to
- 472/17466. CDP Lakeland CF - Storm Water System
- Solicitation number
- RFP-171-180000000957-2
- Issued by
- Barry County, Michigan
About this file
This is a set of construction drawings from Fishbeck, Thompson, Carr & Huber, Inc. for the City of Coldwater's Northeast Road and Utility Improvements Contract 3 project in Branch County, Michigan. The drawings detail force main plans, water main installations, and road reconstruction work along multiple streets including Harrison Street, Hanchett Street, Marshall Street, East State Street, and others. The project, numbered G140797CD3, was revised in accordance with construction records in April 2017 and includes detailed plan and profile views showing utility improvements across multiple street segments.
The drawings contain extensive technical specifications for force main installations, including elevations, grades, and utility crossings, particularly along East State Street from stations 200+00 to 265+85. The plans show details for both temporary construction easements and permanent utility easements, concrete sidewalk installations, and coordination requirements with existing utilities. The construction drawings indicate careful attention to existing infrastructure and include detailed notes regarding utility verification requirements, with emphasis on field verification of utility locations prior to construction.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| PreProposal SignIn 17466.pdf | ||
| LEIN Request 17466.pdf | ||
| 1970 Force Main Plans (1 MB) 17466.pdf | ||
| ProjectStatement 17466.pdf | ||
| RFP 17466.pdf |
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Text version
Fishbeck, Thompson, Carr & Huber, Inc.
Engineers Scientists Architects Constructors 5913 Executive Drive, Suite 100, Lansing, Michigan 48911
(800) 456-3824
VICINITY MAP
MICHIGAN
N O
R
TH
CITY OF COLDWATER
BRANCH COUNTY, MICHIGAN
SEAL
LOCATION MAP
www.ftch.com
City of Coldwater
C ity o f C ol dw at erNortheast Road and Utility Improvements
Branch County, Michigan
R ev is ed in A cc or da nc e w ith C on st ru ct io n
R ec or ds
A pr il, Pr oj ec t N um be r G
C D
3.001 LEGEND
3.002 EXISTING CONDITIONS,DEMO & SESC PLAN FREMONT STREET STA. 112+00 TO 124+00
APPROVED BY THE
CITY OF COLDWATER
SIGNATURE DATE
N or th ea st R oa d an d
U til ity Im pr ov em en ts
3.003 EXISTING CONDITIONS,DEMO & SESC PLAN HARRISON STREET STA. 0+00 TO 19+30
3.004 EXISTING CONDITIONS,DEMO & SESC PLAN HANCHETT STREET STA. 11+50 TO 25+00
3.005 EXISTING CONDITIONS,DEMO & SESC PLAN MARSHALL STREET STA. 0+00 TO 20+00
3.101 WATER MAIN & SANITARY PLAN AND PROFILE HARRISON STREET STA. 0+00 TO 8+00
3.103 WATER MAIN & SANITARY PLAN AND PROFILE HANCHETT STREET STA. 11+50 TO 16+50
3.104 WATER MAIN & SANITARY PLAN AND PROFILE HANCHEET STREET STA. 16+50 TO 25+00
3.105 WATER MAIN & SANITARY PLAN AND PROFILE WEST PIERCE STREET STA. 10+00 TO 18+00
3.401 TYPICAL PAVEMENT SECTIONS & SIDEWALK DETAILS
3.203 FORCE MAIN PLAN AND PROFILE FREMONT STREET STA. 111+00 TO 117+50
3.204 FORCE MAIN PLAN AND PROFILE FREMONT STREET STA. 117+50 TO 124+50
3.205 FORCE MAIN PLAN AND PROFILE HARRISON STREET STA. 124+50 TO 134+00
3.206 FORCE MAIN PLAN AND PROFILE HARRISON STREET STA. 134+00 143+50
3.207 FORCE MAIN PLAN AND PROFILE HANCHETT STREET STA. 143+50 TO 153+50
3.210 FORCE MAIN PLAN AND PROFILE MARSHALL STREET STA. 170+00 TO 179+50
3.301 RECONSTRUCTION, PLAN & PROFILE HARRISON STREET STA. 0+00 TO 8+00
3.208 FORCE MAIN PLAN AND PROFILE WEST PIERCE STREET STA. 153+50 TO 161+50
3.209 FORCE MAIN PLAN AND PROFILE MARSHALL STREET STA. 161+50 TO 170+00
3.215 FORCE MAIN PLAN AND PROFILE EAST STATE STREET STA. 220+00 TO 230+00
3.402 GRAVITY SEWER & WATER MAIN DETAILS
SHEET INDEX
UTILITY INFORMATION
THE EXISTING UTILITIES SHOWN ON THE FOLLOWING DRAWINGS HAVE BEEN
LOCATED FROM UTILITY RECORD DRAWINGS. ACTUAL UTILITY LOCATIONS MAY
VARY FROM WHAT IS SHOWN. ALL UTILITIES TO BE FIELD VERIFIED BY UTILITY
OWNER PRIOR TO CONSTRUCTION.
3.102 WATER MAIN & SANITARY PLAN AND PROFILE HARRISON STREET STA. 8+00 TO 19+30
3.211 FORCE MAIN PLAN AND PROFILE MARSHALL STREET STA. 179+50 TO 190+00
3.212 FORCE MAIN PLAN AND PROFILE MARSHALL STREET STA. 190+00 TO 200+00
3.213 FORCE MAIN PLAN AND PROFILE MARSHALL STREET STA. 200+00 TO 210+00
3.214 FORCE MAIN PLAN AND PROFILE EAST STATE STREET STA. 210+00 TO 220+00
3.216 FORCE MAIN PLAN AND PROFILE EAST STATE STREET STA. 230+00 TO 240+00
3.217 FORCE MAIN PLAN AND PROFILE EAST STATE STREET STA. 240+00 TO 250+00
3.218 FORCE MAIN PLAN AND PROFILE EAST STATE STREET STA. 250+00 TO 260+00
3.219 FORCE MAIN PLAN AND PROFILE EAST STATE STREET STA. 260+00 TO 265+85
3.302 RECONSTRUCTION, PLAN & PROFILE HARRISON STREET STA. 8+00 TO 19+30
3.303 RECONSTRUCTION, PLAN & PROFILE HANCHETT STREET STA. 11+50 TO 16+50
3.304 RECONSTRUCTION, PLAN & PROFILE HANCHETT STREET STA. 16+50 TO 25+00
3.305 RECONSTRUCTION, PLAN & PROFILE WEST PIERCE STREET STA. 10+00 TO 18+00
3.306 RECONSTRUCTION, PLAN & PROFILE MARSHALL STREET STA. 0+00 TO 7+00
3.307 RECONSTRUCTION, PLAN & PROFILE MARSHALL STREET STA. 7+00 TO 15+00
3.308 RECONSTRUCTION, PLAN & PROFILE MARHSALL STREET STA. 15+00 TO 23+00
3.309 RECONSTRUCTION, PLAN & PROFILE MARSHALL STREET STA. 23+00 TO 32+00
3.310 RECONSTRUCTION, PLAN & PROFILE MARSHALL STREET STA. 32+00 TO 40+50
Revised in Accordance With Construction Records April, 2017
Project Number G140797
3.006 EXISTING CONDITIONS,DEMO & SESC PLAN MARSHALL STREET STA. 20+00 TO 40+50
3.007 EXISTING CONDITIONS,DEMO & SESC PLAN STATE STREET STA. 203+00 TO 225+00
3.008 EXISTING CONDITIONS,DEMO & SESC PLAN STATE STREET STA. 225+00 TO 247+00
3.009 EXISTING CONDITIONS,DEMO & SESC PLAN STATE STREET STA. 247+00 TO 265+85
AND PIERCE STREET STA. 10+00 TO 18+00
3.403 SIDEWALK RAMP PLANS
3.404 SIDEWALK RAMP PLANS
3.405 SESC DETAILS & FORCE MAIN DETAILS
3.407 MAINTAINING TRAFFIC - DETOUR
3.408 MAINTAINING TRAFFIC - LOCAL STREETS
3.406 PERMANENT SIGNING AND PAVEMENT MARKING
3.010 EXISTING CONDITIONS,DEMO & SESC PLAN POLK ST & RIVERSIDE DR STA. 99+87 TO 115+50
3.106 WATER MAIN PLAN AND PROFILE JAY STREET STA. 0+00 TO 8+50
3.201 FORCE MAIN PLAN AND PROFILE STA. 99+84 TO 103+50
3.202 FORCE MAIN PLAN AND PROFILE POLK STREET STA. 103+50 TO 111+00
Contract 3
Date:
Inspected by:
Constructed by:
RECORD DRAWINGS
FTCH
MARSHALL STREET/EAST STATE STREET - 200+00 TO 210+00
FORCE MAIN PLAN AND PROFILE
Reviewer
Designer
Drawn By
Hard copy is intended to be 24"x36" when plotted. Scale(s) indicated and graphic quality may not be accurate for any other size.
Manager
PROJECT NO.
SHEET NO.
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G140797CD3
JJB
5913 Executive Drive Suite 100
Lansing, Michigan 48911 t 517.882.0383 f 517.882.0388
REVISED IN ACCORDANCE
WITH CONST. RECORDS
BENCH MARKS
LEGEND
NOTES
KEY PLAN
Date:
Inspected by:
Constructed by:
RECORD DRAWINGS
EAST STATE STREET - 210+00 TO 220+00
Reviewer
Designer
Drawn By
Hard copy is intended to be 24"x36" when plotted. Scale(s) indicated and graphic quality may not be accurate for any other size.
Manager
PROJECT NO.
SHEET NO.
c o n s t r u c t o r s a r c h i t e c t s s c i e n t i s t s e n g i n e e r s w w w . f t c h . c o m
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C o l d w a t e r
Br an ch C ou nt y, M ic hi ga n
N or th ea st R oa d an d
U til ity Im pr ov em en ts
G140797CD3
JJB
5913 Executive Drive Suite 100
Lansing, Michigan 48911 t 517.882.0383 f 517.882.0388
REVISED IN ACCORDANCE
WITH CONST. RECORDS
BENCH MARKS
LEGEND
NOTES
KEY PLAN
Date:
Inspected by:
Constructed by:
RECORD DRAWINGS
EAST STATE STREET - 220+00 TO 230+00
Reviewer
Designer
Drawn By
Hard copy is intended to be 24"x36" when plotted. Scale(s) indicated and graphic quality may not be accurate for any other size.
Manager
PROJECT NO.
SHEET NO.
c o n s t r u c t o r s a r c h i t e c t s s c i e n t i s t s e n g i n e e r s w w w . f t c h . c o m
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C i t y o f
C o l d w a t e r
Br an ch C ou nt y, M ic hi ga n
N or th ea st R oa d an d
U til ity Im pr ov em en ts
G140797CD3
JJB
5913 Executive Drive Suite 100
Lansing, Michigan 48911 t 517.882.0383 f 517.882.0388
REVISED IN ACCORDANCE
WITH CONST. RECORDS
BENCH MARKS
LEGEND
NOTES
KEY PLAN
Date:
Inspected by:
Constructed by:
RECORD DRAWINGS
EAST STATE STREET - 230+00 TO 240+00
Reviewer
Designer
Drawn By
Hard copy is intended to be 24"x36" when plotted. Scale(s) indicated and graphic quality may not be accurate for any other size.
Manager
PROJECT NO.
SHEET NO.
c o n s t r u c t o r s a r c h i t e c t s s c i e n t i s t s e n g i n e e r s w w w . f t c h . c o m
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C i t y o f
C o l d w a t e r
Br an ch C ou nt y, M ic hi ga n
N or th ea st R oa d an d
U til ity Im pr ov em en ts
G140797CD3
JJB
5913 Executive Drive Suite 100
Lansing, Michigan 48911 t 517.882.0383 f 517.882.0388
REVISED IN ACCORDANCE
WITH CONST. RECORDS
BENCH MARKS
LEGEND
NOTES
KEY PLAN
Date:
Inspected by:
Constructed by:
RECORD DRAWINGS
EAST STATE STREET - 240+00 TO 250+00
Reviewer
Designer
Drawn By
Hard copy is intended to be 24"x36" when plotted. Scale(s) indicated and graphic quality may not be accurate for any other size.
Manager
PROJECT NO.
SHEET NO.
c o n s t r u c t o r s a r c h i t e c t s s c i e n t i s t s e n g i n e e r s w w w . f t c h . c o m
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Br an ch C ou nt y, M ic hi ga n
N or th ea st R oa d an d
U til ity Im pr ov em en ts
G140797CD3
JJB
5913 Executive Drive Suite 100
Lansing, Michigan 48911 t 517.882.0383 f 517.882.0388
REVISED IN ACCORDANCE
WITH CONST. RECORDS
BENCH MARKS
LEGEND
NOTES
KEY PLAN
Date:
Inspected by:
Constructed by:
RECORD DRAWINGS
EAST STATE STREET - 250+00 TO 260+00
Reviewer
Designer
Drawn By
Hard copy is intended to be 24"x36" when plotted. Scale(s) indicated and graphic quality may not be accurate for any other size.
Manager
PROJECT NO.
SHEET NO.
c o n s t r u c t o r s a r c h i t e c t s s c i e n t i s t s e n g i n e e r s w w w . f t c h . c o m
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3.218
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LAL
C i t y o f
C o l d w a t e r
Br an ch C ou nt y, M ic hi ga n
N or th ea st R oa d an d
U til ity Im pr ov em en ts
G140797CD3
JJB
5913 Executive Drive Suite 100
Lansing, Michigan 48911 t 517.882.0383 f 517.882.0388
REVISED IN ACCORDANCE
WITH CONST. RECORDS
BENCH MARKS
LEGEND
NOTES
KEY PLAN
Date:
Inspected by:
Constructed by:
RECORD DRAWINGS
| G003140797-Cover |
| 3.213140797-3.213 |
| 3.214140797-3.214 |
| 3.215140797-3.215 |
| 3.216140797-3.216 |
| 3.217140797-3.217 |
| 3.218140797-3.218 |
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