Camp Grayling Area 600 Utilities Drawings - B-C_Part2.pdf
PDF 6 MB Posted
- Solicitation number
- RFQ - 171 - 230000000328
- Issued by
- Crawford County, Michigan
About this file
This document appears to be a set of engineering drawings related to a state and local contract opportunity for the Camp Grayling Annual Training Site in Grayling, Michigan, managed by the Michigan Department of Military and Veterans Affairs. The drawings provide details on the proposed water main and sanitary sewer system upgrades, including the installation of new water mains, valves, hydrants, and sanitary sewer lines. The work involves approximately 1,200 linear feet of 8-inch water main and 900 linear feet of 8-inch sanitary sewer. The bid submission deadline is March 15, 2023, and the contract term is not specified.
The drawings indicate that the contractor will be responsible for potholing all existing utilities, protecting utility lines shown on the plans, and reporting any discrepancies to the design engineer. Pricing terms, set asides, or funding sources are not provided in the drawings. The document does not mention any incumbent contractors or the current environment for this project.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Advertisement 20313.pdf | ||
| MtgAttend1 - 20313 Area 600 Utilities.doc | DOC document | |
| Camp Grayling Area 600 Utilities Specifications - B-C.pdf | ||
| Camp Grayling Area 600 Utilities Drawings - B-C_Part1.pdf |
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
GG
U G
-E
U G
-E U
G -E
U G
-E
UG
-E
UG-E
UG-E
UG-E
UG-E
UG-E
UG-E
UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E
UG-T UG-T UG-T UG-T UG-T UG-T UG-T UG-T UG-T UG-T UG-T UG-T UG-T UG-T UG-T UG-T UG-T
XFMR
UG-E UG-E UG-E
FIBER FIBER FIBER
EX GAS LINE
PIV PIV
G G
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
G G G G G
EX 6" W
ATER
11791179
11751175
11TH STREET11TH STREET
G G
G
EX GAS LINE
G G
G
G G G
EX 6" W
ATER
PIV
20+00 21+00 22+00 23+00 24+00 25+00
26+00
27+00 28+00
S-2S-3 PR 8" SANPR 8" SAN1179
1+
0+
1+
RL=20'
RL=41'
RL
=2
5' S-4 PR 8" SAN
20+00
.7
.5
21+00
.4
.2
22+00
.1
.5
23+00
.5
.6
24+00
.3
.2
25+00
.8
.0
26+00
.6
.0
27+00
.7
.9
28+00
.6
28+50
.9
PR 8" SAN
PR 8" SAN
PR 8" SAN
8 I
NC
H
TE
E
ST
A:
+9 4.3
IN
V:
.14
8" V
AL
VE
ST
A:
+9
6.5
IN
V:
.14
8" B
Y 6"
T
EE
ST
A:
+9
9.7
IN
V:
.27
8 I
NC
H W
M
ST
A:
+3 4.3
IN
V:
.92
8 I
NC
H W
M
ST
A:
+1 4.3
IN
V:
.38
8 I
NC
H W
M
ST
A:
+5 4.3
IN
V:
.76
8 I
NC
H W
M
ST
A:
+5 0.0
IN
V:
.01
0+00
.1
1+00
.5
1+25
PR 8- INCH SAN SEWER
IE: 1172.86
EX 6" WATER
EX 6- INCH WATER
(TO BE REMOVED)
EX
IS
TI
NG
IN
CH
V
AL
VE
ST
A:
0+
.47
TO
P
OF
P
IP
E
ST
A:
0+
.53
EL
EV
:11
.27
18"
BE
ND
, 8
IN
CH
D
EG
(V
ER
T)
ST
A:
0+
.50
IN
V:
.73
BE
ND
, 8
IN
CH
D
EG
(V
ER
T)
ST
A:
0+
.50
IN
V:
.95
SL
EE
VE
IN
CH
RE
D, IN
CH
X
IN
CH
ST
A:
0+
.82
IN
V:
.50
PR 8" WATER
PR 8" WATER
PR 8" SAN
ST
AT
E O
F M
IC
H
IG
AN
D
ES
IG
N
A N
D C
O N
ST
R
U C
TI
O
N D
IV
IS
IO
N
AR
EA
U
TI
LI
TI
ES
1/
3.
C
AK
0.
1G R
D
EP
AR
TM
EN
T
O F
M
IL
IT
AR
Y
AN
D V
ET
ER
AN
S
AF
FA
IR
S
C
AM
P G
R
AY
LI
N
G A
N N
U
AL
T R
AI
N
IN
G
S
IT
E
G R
AY
LI
N G
, M
IC
H
IG
AN
B1
PARADIGM DESIGN
www.paradigmae.com
Grand Rapids | Phoenix I Traverse City
415 Leonard Street NW, Suite 200 Grand Rapids, MI 49504
(616) 785-5656
ENGINEERSARCHITECTS
JOB #2009080GR
WILLIS MONTE HADLOCK, P.E.
MI - REGISTRATION #6201045738
EXP. DATE 09/02/2023
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY
PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS WAS
OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY
AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR
STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE
CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES TO VERIFY
THE LOCATION AND ANY DISCREPANCY BETWEEN THE PLANS
SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER.
MA
TC
HL
IN
E
+5 0 -
S
EE
S
HE
ET
C2
N
0 40' 80'
VERTICAL: 1"=5'
PRIVATE WATER MAIN
WATER MAIN EXTENSION
C
EXISTING GRADE
EXISTING GRADE OVER WATER MAIN
CIVIL WATER MAIN PLAN & PROFILE (STA 20+00 TO 28+50)
CONNECT TO EXISTING WATER MAIN
(CONTRACTOR TO FIELD VERIFY DEPTH AND LOCATION)
1 EA - SLEEVE, 6 INCH
2 EA - 8 INCH X 6 INCH RED
1 EA - TEE, 8 INCH
1 EA - POST INDICATOR VALVE , 8 INCH
25 FT- 8 INCH WATER MAIN
1 EA - HYDRANT ( SEE DETAIL 7 / SHEET C501)
1 EA - VALVE & BOX, 6 INCH
1 EA - TEE, 8 INCH BY 6 INCH
6 FT - WATER MAIN, 6 INCH
505 FT - WATER MAIN, 8 INCH (TEE TO TEE) 500 FT - WATER MAIN, 8 INCH (TEE TO TEE)
PROVIDE THRUST BLOCK ON
WESTERLY 45 DEG BEND (VERT)
tboze Typewriter
BIDS &
CONSTRUCTION
tboze Typewriter
MARCH 15, 2023
tboze Rectangle
M
G M
GATE
U G
-E U
G -E
U G
-E
U G
-E U
G -E
U G
-E U
G -E
U G
-E
UG-E
UG-E
UG-E
UG-E
UG-E
UG-E
UG-E
UG-E
U G
-E
U G
-E U
G -E
U G
-E U
G -E
U G
-E
FIBER
FIBER
FI
BE
R
FI
BE
R
UG-E
UG-T UG-T UG-T UG-T UG-T UG-T UG-T
XFMR
UG-E
FIBER FIBER
S
C
O IC
V
IC
V
C O
PIV
S
FF 1173.62'
FF 1173.63'
FF 1173.63'
FF 1173.63'
FF 1173.59'
FF 1173.63'
FF 1173.55'
EXIST SAN MH-A
RIM: 1172.47
8" INVERT E.:1168.09
8" INVERT N.:1168.19
SAN
SAN
SAN
G G
G
G
G
G
W
TR
W
TR
W
TR
STM
STM
STM
STM
STM
STM
STM
STM
EX 24" STORM
EX 24" STORM
EX 24" STORM
EX 24" STORM
80 11
85 11
81 1182 11
88 1189 11
95 11
11751170
11TH STREET
EXISTING BUILDING #656
EXISTING BUILDING #654
EX 8" W
ATER
EX 6" W
ATER
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
EX 2" W
ATER
PIVPIV
PIV
37+0029+00 30+00
31+00
32+00 33+00
34+00 35+00 36+00
S-1
PR
8"
S
AN
PR 8" SAN
RL=43'
RL=20'
RL
=4
1'
RL
=4 1'
RL=18'
RL=20'RL=20' RL=20'
28+50
.9
29+00
.6
.6
30+00
.4
.5
31+00
.4
.9
32+00
.6
.8
33+00
.2
.3
34+00
.2
.2
35+00 .5
.5
36+00
.6
.4
37+00
.6
8" B
Y 6"
T
EE
ST
A:
+9
9.5
IN
V:
.23 8" V
AL
VE
ST
A:
+8
2.7
IN
V:
.07
8" B
Y 6"
T
EE
ST
A:
+9
9.5
IN
V:
.64
8" V
AL
VE
ST
A:
+4
9.5
IN
V:
.58
2" B
Y 2"
T
EE
ST
A:
+5
9.1
IN
V:
.76
8 I
NC
H W
M
ST
A:
+3 4.3
IN
V:
.95
8 I
NC
H W
M
ST
A:
+3 4.3
IN
V:
.10
8 I
NC
H W
M
ST
A:
+3 4.3
IN
V:
.57
8 I
NC
H W
M
ST
A:
+1 4.3
IN
V:
.47
8 I
NC
H W
M
ST
A:
+9 4.3
IN
V:
.22PR 8" WATER
PR 8" WATER
PR 8" WATER
8" B
Y 8"
T
EE
ST
A:
+8
6.7
IN
V:
.07
8" B
Y 2"
R
ED
UC
ER
ST
A:
+5
4.8
IN
V:
.70
CONNECT TO EXISTING 2 INCH WATERLINE
(CONTRACTOR TO FIELD VERIFY DEPTH AND LOCATION)
1 EA - TEE, 2 INCH
1 EA - 8 INCH X 2 INCH REDUCER
1 EA - POST INDICATOR VALVE, 8 INCH (SEE DETAIL 6 / SHEET C501)
±60 FT - WATER MAIN , 8 INCH
ST
AT
E O
F M
IC
H
IG
AN
D
ES
IG
N
A N
D C
O N
ST
R
U C
TI
O
N D
IV
IS
IO
N
AR
EA
U
TI
LI
TI
ES
1/
3.
C
AK
0.
1G R
D
EP
AR
TM
EN
T
O F
M
IL
IT
AR
Y
AN
D V
ET
ER
AN
S
AF
FA
IR
S
C
AM
P G
R
AY
LI
N
G A
N N
U
AL
T R
AI
N
IN
G
S
AY
LI
N G
, M
IC
H
IG
AN
B1
PARADIGM DESIGN
www.paradigmae.com
Grand Rapids | Phoenix I Traverse City
415 Leonard Street NW, Suite 200 Grand Rapids, MI 49504
(616) 785-5656
ENGINEERSARCHITECTS
JOB #2009080GR
WILLIS MONTE HADLOCK, P.E.
MI - REGISTRATION #6201045738
EXP. DATE 09/02/2023
MA
TC
HL
IN
E
+5 0 -
S
EE
S
HE
ET
C2
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY
PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS WAS
OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY
AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR
STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE
CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES TO VERIFY
THE LOCATION AND ANY DISCREPANCY BETWEEN THE PLANS
SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER.
N
0 40' 80'
VERTICAL: 1"=5'
C
EXISTING GRADE OVER WATER MAIN
PRIVATE WATER MAIN
WATER MAIN EXTENSION
CIVIL WATER MAIN PLAN & PROFILE (STA 28+50 TO 37+00)
1 EA - HYDRANT ( SEE DETAIL 7 / SHEET C501)
1 EA - VALVE & BOX, 6 INCH
1 EA - TEE, 8 INCH BY 6 INCH
6 FT - WATER MAIN, 6 INCH
1 EA -TEE 8 INCH BY 8 INCH
2 EA - POST INDICATOR VALVE, 8 INCH
325 FT - WATER MAIN, 8 INCH
(TEE TO TEE)
187 FT - WATER MAIN, 8 INCH (TEE TO TEE)
SEE SHEET C203 FOR
PRIVATE WATER MAIN
EXISTING GRADE
1 EA - HYDRANT ( SEE DETAIL 7 / SHEET C501)
1 EA - VALVE & BOX, 6 INCH
1 EA - TEE, 8 INCH BY 6 INCH
6 FT - WATER MAIN, 6 INCH
18"
30'±
PROPOSED GRADE OVER WATER MAIN
PROPOSED GRADE OVER WATER MAIN
10'
10' tboze Typewriter
BIDS &
CONSTRUCTION
tboze Typewriter
MARCH 15, 2023
40+00
.8
41+00
.2
.5
42+00
.7
.0
43+00
.1
.9
43+75
8" V
AL
VE
ST
A:
+0
4.0
IN
V:
.56
CO
NN
EC
TI
ON
8 I
NC
H
TE
E
ST
A:
+2
1.2
IN
V:
.178" B
Y 8"
T
EE
ST
A:
+0
0.0
IN
V:
.05
EX 24- INCH STORM
(FIELD VERIFY LOCATION
AND ELEVATION)
PR 8" WATER
PR 8" WATER
18"
8 I
NC
H W
M
ST
A:
+0 0.0
IN
V:
.52
8 I
NC
H W
M
ST
A:
+1 2.7
IN
V:
.31
G
G
BP
G
T
GM
GM
UG-E
UG-E
UG-EUG-E
UG
-E
UG
-E
UG
-E
UG-E
U G
-E U
G -E
U G
-E U
G -E
U G
-E U
G -E
U G
-E U
G -E
U G
-E
UG
-E
UG-E
UG-EUG-E
UG-E
UG-E
UG-E
UG-EUG-E
UG-E UG-E UG-E
UG-E
UG-E
UG-E UG-E
UG
-E
U G
-E U
G -E
U G
-E
UG-E UG-E
UG-E
UG-E
UG-E
UG-E
UG-E
FIBERFIBER
FIBER
FIBER FIBER FIBER
FI
BE
R
FI
BE
R
FIB
ER
FIBERFIBER
UG
-E
U G
-E U
G -E
UG
-E
UG
-E
U G
-E U
G -E
U G
-E U
G -E
U G
-E U
G -E
U G
-E U
G -E
U G
-E U
G -E
U G
-E U
G -E
U G
-E U
G -E
U G
-E U
G -E
U G
-E U
G -E
U G
-T U
G -T
U G
-T U
G -T
PIV
PIV
PIV
XFMRE
S
PIV
PIV
PIV
S
S
CO
ICV
S
ICV CO
PIV
S
S
FF 1173.62'
FF 1173.63'
FF 1173.63'
FF 1173.63'
FF 1173.59'
FF 1173.63'
FF 1173.55'
G G
G G
EXIST SAN MH-A
RIM: 1172.47
8" INVERT E.:1168.09
SAN SAN
SA
N
SA
N
SA
N
SAN
SAN SAN
SAN
SAN
SAN
GGG
GGGG
G
G
G
G G
G G
G G
G G
G
GG
G
G
W
TR
W
TR
WTRWTR
G G
WTR
W
TR
W
TR
STM STM
ST
M
STM STM
ST
M
STM STM STM
EX 24" STORM
EX 24" STORM
EX
ST
OR
M
EX 24" STORM
EX
ST
OR
M
WTR
WTR
W
TR
W
TR
W
TR
W
TR
85 11
TH
S
TR
EE
T
TH
S
TR
EE
T
EXISTING BUILDING #656
EXISTING BUILDING #654
EX 8" WATER
EX 6" WATER
EX 8" WATER
PIV
PIV
41+00 42+00 43+00
S-1 PR 8" SAN
RL
=2
0'
RL=41' RL=41'
RL
=1
8'
RL
=2
0'
RL
=2 0'
ST
AT
E O
F M
IC
H
IG
AN
D
ES
IG
N
A N
D C
O N
ST
R
U C
TI
O
N D
IV
IS
IO
N
AR
EA
U
TI
LI
TI
ES
1/
3.
C
AK
0.
1G R
D
EP
AR
TM
EN
T
O F
M
IL
IT
AR
Y
AN
D V
ET
ER
AN
S
AF
FA
IR
S
C
AM
P G
R
AY
LI
N
G A
N N
U
AL
T R
AI
N
IN
G
S
AY
LI
N G
, M
IC
H
IG
AN
B1
PARADIGM DESIGN
www.paradigmae.com
Grand Rapids | Phoenix I Traverse City
415 Leonard Street NW, Suite 200 Grand Rapids, MI 49504
(616) 785-5656
ENGINEERSARCHITECTS
JOB #2009080GR
WILLIS MONTE HADLOCK, P.E.
MI - REGISTRATION #6201045738
EXP. DATE 09/02/2023
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY
PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS WAS
OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY
AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR
STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE
CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES TO VERIFY
THE LOCATION AND ANY DISCREPANCY BETWEEN THE PLANS
SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER.
N
0 40' 80'
VERTICAL: 1"=5'
C
EXISTING GRADE OVER WATER MAIN
PRIVATE WATER MAIN
WATER MAIN EXTENSION
CIVIL WATER MAIN PLAN & PROFILE ( STA 40+00 TO 43+75)
221 FT - WATER MAIN , 8 INCH (TEE TO TIE)
CONNECT TO EXISTING WATER MAIN
(CONTRACTOR TO FIELD VERIFY DEPTH AND LOCATION)
1 EA - TEE 8 INCH BY 8 INCH
1 EA - SLEEVE, 8 INCH
PROVIDE THRUST BLOCK IF EXISTING
JOINTS ARE WITHIN 10 FT OF TEE
1 EA - 90° BEND 8 INCH
LOWER WATER MAIN BELOW
EXISTING STORM SEWER
MAINTAIN 18" MIN.
VERTICAL SEPARATION
EXISTING GRADE
SEE SHEET C202 FOR
PRIVATE WATER MAIN
SEE SHEET C202 FOR
PRIVATE WATER MAIN
SEE SHEET C204 FOR
PRIVATE SANITARY SEWER
MAINTAIN 10' MIN.
HORIZONTAL SEPARATION
5.5 ' B
UR
Y
DE
PT
H (M
IN
EXTRA DEPTH CUT
tboze Typewriter
BIDS &
CONSTRUCTION
tboze Typewriter
MARCH 15, 2023
GG
SN
S
TO
P
GUARD RAIL
UG-T
UG-T
UG-T
UG-T
UG-T
UG-T
UG-T
UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E
UG-T UG-T UG-T UG-T UG-T UG-T UG-T UG-T UG-T UG-T UG-T UG-T UG-T UG-T UG-T UG-T
EX GAS LINE
W H
PIV PIV
ST
M
G G G G G G G G G G G
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
W
TR
G G G G G
EX 6" W
ATER
EXISTING
BUILDING
1179117911791179
11751175
HOW
E ROAD
11TH STREET
G G
G
EX GAS LINE
G G
G
G
EX 6" W
ATER
PIV
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00S-5 PR 8" SAN S-3
11771177 1178 1178 1177
PR 8" WATER
S-4 PR 8" SAN
0+00
.2
.2
.78
1+00
.7
.62
.4
.60
2+00
.5
.61
.8
.73
3+00
.7
.77
.8
.78
4+00
.6
.68
.6
.68 5+00
.8
.69
.8
.70
6+00
.8
.68
6+50
.7
.89
ST
A.
0+
S-
4'
D
IA
RI
M:
.78
EJ
-A 8"
(N
IN
V:
.04
309 FT - SAN SEWER, 8 INCH @ 0.40%
PR 8" WATER18"
ST
A:
3+
.46
IE
:11
.70
ST
A:
2+
.78
311 FT - SAN SEWER, 8 INCH @ 0.40%
ST
A.
3+
S-
4'
D
IA
RI
M:
.76
EJ
-A 8"
(S
IN
V:
.80 8"
(N
IN
V:
.70 6"
(W
IN
V:
.80
PR
8-
IN
CH
W
AT
ER
IE
: 1
9.9
ST
AT
E O
F M
IC
H
IG
AN
D
ES
IG
N
A N
D C
O N
ST
R
U C
TI
O
N D
IV
IS
IO
N
AR
EA
U
TI
LI
TI
ES
1/
3.
C
AK
0.
1G R
D
EP
AR
TM
EN
T
O F
M
IL
IT
AR
Y
AN
D V
ET
ER
AN
S
AF
FA
IR
S
C
AM
P G
R
AY
LI
N
G A
N N
U
AL
T R
AI
N
IN
G
S
AY
LI
N G
, M
IC
H
IG
AN
B1
PARADIGM DESIGN
www.paradigmae.com
Grand Rapids | Phoenix I Traverse City
415 Leonard Street NW, Suite 200 Grand Rapids, MI 49504
(616) 785-5656
ENGINEERSARCHITECTS
JOB #2009080GR
WILLIS MONTE HADLOCK, P.E.
MI - REGISTRATION #6201045738
EXP. DATE 09/02/2023
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY
PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS WAS
OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY
AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR
STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE
CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES TO VERIFY
THE LOCATION AND ANY DISCREPANCY BETWEEN THE PLANS
SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER.
MA
TC
HL
IN
E 6+
SE
E
SH
EE
T C2
N
0 40' 80'
VERTICAL: 1"=5'
PRIVATE SANITARY SEWER
C
EXISTING GRADE OVER SANITARY SEWER
CIVIL SANITARY SEWER PLAN & PROFILE (STA 0+00 TO 6+50)
PROPOSED GRADE OVER SANITARY SEWER
EXISTING GRADE PROPOSED GRADE
C-204
SCALE: 3" = 1'-0" 0 3" 6" 9"
GRADING SECTION DETAIL1
C-501
TRENCH INSULATION (TYP)
CONTRACTOR TO INSTALL
PRE-CAST BASE WITH FUTURE
WESTERLY 6" SEWER LATERAL
MATCH GRADE AT
EDGE OF ROAD
2%
2'
232.45'
(F
UT
UR
E) tboze Typewriter
BIDS &
CONSTRUCTION
tboze Typewriter
MARCH 15, 2023
M
G M
U G
-E U
G -E
U G
-E U
G -E
U G
-E U
G -E
U G
-E
U G
-E U
G -E
U G
-E
UG
-E
UG-E
UG-E
UG-E
UG-E
UG-E
UG-E
UG-E
UG-E
UG-E
UG-E
UG-E
UG-E
U G
-E
U G
-E U
G -E
U G
-E U
G -E
U G
-E
FIBER
FIBER
FI
BE
R
UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E
UG-T UG-T UG-T UG-T UG-T UG-T UG-T UG-T UG-T UG-T UG-T UG-T UG-T UG-T UG-T
XFMR
UG-E UG-E UG-E
FIBER FIBER FIBER FIBER
EX GAS LINE
S
C
O IC
V
IC
V
C O
PIV
S
FF 1173.62'
FF 1173.63'
FF 1173.63'
FF 1173.63'
FF 1173.59'
FF 1173.63'
FF 1173.55'
EXIST SAN MH-A
RIM: 1172.47
8" INVERT E.:1168.09
8" INVERT N.:1168.19
SAN
SAN
SAN
G G
G
G
G
W
TR
W
TR
STM
STM
STM
STM
STM
STM
STM
STM
EX 24" STORM
EX 24" STORM
EX 24" STORM
EX 24" STORM
80 11
81 1182 11
11751170
11TH STREET
EXISTING BUILDING #656
EXISTING BUILDING #654
G G
G G G
EX 6" W
ATER
PIV
PIV
7+00 8+00 9+00 10+00 11+00 12+00
+0
+0
S-3 S-2 PR 8" SAN S-1
PR
8"
S
AN
PR 8" SAN
PR 8" WATER PR 8" WATER
6+50
.7
.89
7+00
.6
.85
.0
.82
8+00
.0
.83
.3
.87
9+00
.1
.4
10+00
.3
.4
11+00
.9
.5
12+00
.1
.5
13+00
.7
.9
14+00
.7
.5
14+77
.5
179 FT - SAN SEWER, 8 INCH @ 0.40%
ST
A.
8+
S-
4'
D
IA
RI
M:
.87
EJ
-A 8"
(S
IN
V:
.64 8"
(N
IN
V:
.54
400 FT - SAN SEWER, 8 INCH @ 0.40%
ST
A.
+5
0 - S
-1
' D
IA
RI
M:
.53
EJ
-A 8"
(S
IN
V:
.94 8"
(N
IN
V:
.94 8"
(E
IN
V:
.84
162 FT - SAN SEWER, 8 INCH @ 0.40% EX 8" SAN
ST
A.
+1
2 - E
X
SA
N
MH
-A
RI
M:
.47
8" (W
IN
V:
.19
P
VC
P ipe
S
DR
8"
(N
IN
V:
.19 8"
(E
IN
V:
.09
18"
PR 8" WATER
PR 8" WATER ST
A:
+1
8.7
ST
A.
6+
S-
4'
D
IA
RI
M:
.89
EJ
-A 8"
(S
IN
V:
.46 8"
(N
IN
V:
.36 6"
(W
IN
V:
.46
ST
AT
E O
F M
IC
H
IG
AN
D
ES
IG
N
A N
D C
O N
ST
R
U C
TI
O
N D
IV
IS
IO
N
AR
EA
U
TI
LI
TI
ES
1/
3.
C
AK
0.
1G R
D
EP
AR
TM
EN
T
O F
M
IL
IT
AR
Y
AN
D V
ET
ER
AN
S
AF
FA
IR
S
C
AM
P G
R
AY
LI
N
G A
N N
U
AL
T R
AI
N
IN
G
S
AY
LI
N G
, M
IC
H
IG
AN
B1
PARADIGM DESIGN
www.paradigmae.com
Grand Rapids | Phoenix I Traverse City
415 Leonard Street NW, Suite 200 Grand Rapids, MI 49504
(616) 785-5656
ENGINEERSARCHITECTS
JOB #2009080GR
WILLIS MONTE HADLOCK, P.E.
MI - REGISTRATION #6201045738
EXP. DATE 09/02/2023
CIVIL SANITARY SEWER PLAN & PROFILE (STA 6+50 TO 14+00)
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY
PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS WAS
OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY
AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR
STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE
CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES TO VERIFY
THE LOCATION AND ANY DISCREPANCY BETWEEN THE PLANS
SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER.
MA
TC
HL
IN
E 6+
SE
E
SH
EE
T C2
N
0 40' 80'
VERTICAL: 1"=5'
PRIVATE SANITARY SEWER
C
EXISTING GRADE OVER SANITARY SEWER
EXISTING GRADE PROPOSED GRADE
PROPOSED GRADE
CORE AND BOOT CONNECTION
TO EXISTING MANHOLE.
REWORK FLOW CHANNEL TO
PROVIDE FOR CONNECTION
C-501
TRENCH
INSULATION
(TYP)
91.15'
CONTRACTOR TO INSTALL
PRE-CAST BASE WITH FUTURE
WESTERLY 6" SEWER LATERAL
CONTRACTOR TO INSTALL
PRE-CAST BASE WITH FUTURE
NORTHERLY 8" SEWER MAIN
(F
UT
UR
E)
(F
UT
UR
E) tboze Typewriter
BIDS &
CONSTRUCTION
tboze Typewriter
MARCH 15, 2023
ST
AT
E O
F M
IC
H
IG
AN
D
ES
IG
N
A N
D C
O N
ST
R
U C
TI
O
N D
IV
IS
IO
N
AR
EA
U
TI
LI
TI
ES
1/
3.
C
AK
0.
1G R
D
EP
AR
TM
EN
T
O F
M
IL
IT
AR
Y
AN
D V
ET
ER
AN
S
AF
FA
IR
S
C
AM
P G
R
AY
LI
N
G A
N N
U
AL
T R
AI
N
IN
G
S
AY
LI
N G
, M
IC
H
IG
AN
B1
PARADIGM DESIGN
www.paradigmae.com
Grand Rapids | Phoenix I Traverse City
415 Leonard Street NW, Suite 200 Grand Rapids, MI 49504
(616) 785-5656
ENGINEERSARCHITECTS
JOB #2009080GR
WILLIS MONTE HADLOCK, P.E.
MI - REGISTRATION #6201045738
EXP. DATE 09/02/2023
NOT TO SCALE
HYDRANT ASSEMBLY7
1/2 CUBIC YARD OF CRUSHED
STONE AROUND DRAIN HOLE
VALVE BOX
6" GATE VALVE
WATER MAIN 18" MINIMUM
SPOOL PIECE
RESTRAINED
MECHANICAL JOINTS
TEE WITH 6" BRANCH
12" MINIMUM
SPOOL PIECE
RESTRAINED JOINT PIPE OR
FITTINGS PER SPECIFICATIONS.
PUMPER NOZZLE TO FACE
STREET OR FIRE ACCESS ROAD2'-6" MINIMUM TO
NEAREST OBSTRUCTION
SUCH AS BOLLARD POST
MAINTAIN 3' CLEAR SPACE AROUND
HYDRANT. PROVIDE BOLLARD
POSTS WHEN NEAR TRAFFIC.
NOT TO SCALE
UTILITY TRENCH4
TR
EN
CH
A
RE
A (D
EP
TH
V
AR
IE
S)
SP
EC
IA
L
FO
UN
DA
TI
ON
AR
EA
BE
DD
IN
G
AR
EA
TRENCH WIDTH
AT UTILITY PIPE CROWN
PER SPECIFICATIONS
CROWN
UTILITY PIPE
SPRING LINE
INVERT
UNDISTURBED
GROUND
NOT TO SCALE
SANITARY MANHOLE1
DIA.
AS SPECIFIED
TR
EN
CH
A
RE
A
(D
EP
TH
V
AR
IE
S)
BEDDING AREA
SPECIAL
FOUNDATION AREA
16" TYP.
FINISHED GRADECASTING & GRATE AS SPECIFIED
CASTING SET IN MORTAR
PIPE CONNECTOR
SEALS AT ALL PIPES
UNDISTURBED GROUND
CONC. FLOW CHANNEL
INV. AS SPECIFIED
CONCRETE BENCH
MANHOLE STEPS
1/2" MORTAR COAT
PRECAST CONC.
GRADE RINGS
(4" MIN., 8" MAX.)
PRECAST ECCENTRIC
CONE SECTION
PREMIUM
O-RING JOINT
PRECAST
BASE SLAB
NON-SHRINK
GROUT (TYP.)
SANITARY SEWER
(SIZE PER PLAN)
NOT TO SCALE
NOT USED3NOT TO SCALE
NOT USED2
PLAN VIEW
UNDISTURBED VEGETATION
SPACING 6' MAX.
SECTION A-A
SECTION B-B
SILT FENCE B
SILT FENCE JOINT
SILT FENCE A
1'- 0"
M
IN
FRONT VIEW
A
A
SHEET FLOW
SILT FENCE
B
SILT FENCE
A
GEOTEXTILE FILTER FABRIC
2'- 0"
M
IN
NOT TO SCALE
SILT FENCE10
6" ANCHOR TRENCH
1'- 0"
M
IN
GEOTEXTILE FILTER FABRIC
FASTENED ON UPHILL SIDE,
TOWARDS EARTH DISRUPTION
RIDGE COMPACTED EARTH ON
UPHILL SIDE OF FILTER FABRIC
6" x 6" ANCHOR TRENCH
UNDISTURBED
VEGETATION
COUPLER
FABRIC TO BE WRAPPED
AROUND FENCE POST
SUPPORT
FENCE
FENCE POSTS DRIVEN INTO
GROUND 1' MIN.
GEOTEXTILE FILTER
FABRICSUPPORT FENCE
SILT FENCE JOINT
SECTION B-B
SHEET
FLOW
SHEET
FLOW
COMPACTED EARTH
FENCE POSTS
C
UTILITY TRENCH BACKFILL MATERIALS:
TRENCH AREA: FROM 12" ABOVE CROWN OF PIPE TO BOTTOM OF PAVEMENT SECTION
OR TO BOTTOM OF TOPSOIL LAYER.
BEDDING AREA: FROM 12" ABOVE CROWN OF PIPE TO 12" BELOW INVERT OF PIPE.
SPECIAL FOUNDATION AREA: FROM 12" BELOW INVERT OF PIPE TO SATISFACTORY
FOUNDATION SOILS.
TRENCH AREA BACKFILL: MDOT 902.07; GRANULAR MATERIAL CLASS II.
BEDDING AREA BACKFILL: MDOT 902.07; GRANULAR MATERIAL CLASS II LIMITED TO 1 INCH
MAXIMUM SIZE.
SPECIAL FOUNDATION AREA BACKFILL: MDOT 902.07, GRANULAR MATERIAL CLASS II
LIMITED TO 1 INCH MAXIMUM SIZE.
DRAINAGE MATERIAL: MDOT 902.06, 34R.
DRAINAGE FABRIC: NON-WOVEN; MDOT 910.03C.
NOTE: SUITABLE ON SITE GRANULAR MATERIAL MAY BE SUBSTITUTED FOR MDOT 902.07,
GRANULAR MATERIAL CLASS II, IF APPROVED BY ENGINEER.
TABLE A
INTERNAL
PIPE DIA.
TRENCH
WIDTH "W"
6" - 10" 2.5' 12" 3.0' 18" 3.5' 24" 4.0' 30" 4.5' 36" 5.5' 42" 6.0' 48" 6.5'
PAVEMENT MATERIALS:
SUBGRADE UNDERCUTTING BACKFILL: MDOT 902.07, GRANULAR MATERIAL CLASS II, OR SUITABLE ON SITE GRANULAR
MATERIAL APPROVED BY ENGINEER.
SUBBASE: MDOT 902.07, GRANULAR MATERIAL CLASS II, OR SUITABLE ON SITE GRANULAR MATERIAL APPROVED BY
ENGINEER.
CONCRETE: MDOT 601, GRADE P1.
WELDED WIRE FABRIC: MDOT 905.06.
CONCRETE JOINT FILLER: MDOT 914.03.
CONCRETE JOINT SEALANT: MDOT 914.04.
UTILITY TRENCH EXCAVATION AND BACKFILL METHODS:
EXCAVATION: SURPLUS MATERIAL SHALL BECOME PROPERTY OF CONTRACTOR FOR DISPOSAL.
SPECIAL FOUNDATION AREA BACKFILL: NOTIFY ENGINEER WHEN SOIL UNDER BEDDING AREA IS MUCK, SILT, ORGANIC CONTENT SOIL, OR HIGHLY SATURATED PLASTIC SOIL TO DETERMINE REQUIRED DEPTH OF SPECIAL FOUNDATION AREA. COMPACT TO 95% OF MAXIMUM DENSITY PER ASTM D1557 (MODIFIED PROCTOR) IN LAYERS NOT EXCEEDING 6
INCHES.
BEDDING AREA AND TRENCH AREA BACKFILL: COMPACT TO 95% OF MAXIMUM DENSITY PER ASTM D1557 (MODIFIED
PROCTOR) IN LAYERS NOT EXCEEDING 6 INCHES.
NOT TO SCALE
CONCRETE SIDEWALK8
1V:48H CROSS-SLOPE (OR FLATTER)
EXISTING SUBBASE
4" CONCRETE PAVEMENT
PAVEMENT CONSTRUCTION METHODS:
SITE PREPARATION AND EARTHWORK: MDOT 205.03.A., 205.03E (SUBGRADE UNDERCUTTING TYPE II), AND
205.03.F.-205.03.H.
CONCRETE PAVEMENT: MDOT 602.
CONCRETE PAVEMENT JOINTS: PLACE EXPANSION JOINTS ALONG WALLS, AROUND DRAINAGE STRUCTURES, AND WHERE SHOWN ON PLANS. SPACE CONTROL JOINTS AT DISTANCES EQUAL TO 24 TO 30 TIMES THE THICKNESS OF THE SLAB.
CIVIL DETAILS
SP
EC
IA
L
FO
UN
DA
TI
ON
AR
EA
FINISHED GRADE (PAVT OR GREEN SPACE)
TR
EN
CH
A
RE
A
(D
EP
TH
V
AR
IE
S)
BE
DD
IN
G
AR
EA
CROWN
UTILITY PIPE
SPRING LINE
2" EXTRUDED POLYSTYRENE
INSULATION, 24 INCHES WIDE.
INVERT
UNDISTURBED
GROUND
6 "
NOT TO SCALE
UTILITY TRENCH WITH
INSULATION5
24" MIN
" C
OV
ER
( M
IN
IM
UM
3'-
0"
NOTE:
IF A POST INDICATOR VALVE ( P.I.V. ) IS LOCATED
WITHIN A PAVED AREA, BOLLARD POSTS SHALL
BE INSTALLED FOR PROTECTION OF THE P.I.V.
SITE CONTRACTOR SHALL COORDINATE
INSTALLATION WITH THE SITE PLANS.
FINISH GRADE
NOT TO SCALE
POST INDICATOR VALVE6
NOT TO SCALE
NOT USED9
tboze Typewriter
BIDS &
CONSTRUCTION
tboze Typewriter
MARCH 15, 2023
| 080.1-040-C-201 |
| 080.1-040-C-201 |
| 080.1-040-C-202 |
| 080.1-040-C-202 |
| 080.1-040-C-203 |
| 080.1-040-C-203 |
File details come from the government source that posted it. Updated .