751-24131 Bid Drawings.pdf
PDF 8 MB Posted
- Solicitation number
- RFQ 171 260000000365 1
- Issued by
- Michigan
About this file
This is a construction bid drawing document prepared for the Michigan Department of Technology, Management & Budget for the Aloha State Park Storm Drain Improvements Project located in Aloha Township, Cheboygan County, Michigan. The project encompasses water management and drainage improvements across two designated areas of the park near Mullett Lake and Hatt Creek. The construction plans include topographic surveys, storm sewer improvement plans, grading and restoration plans, and detailed specifications for drainage structures. The project involves the installation of multiple open-bottom drainage basins ranging from 2 to 3 feet in diameter, storm drain connections, infiltration trenches, and site restoration elements including HMA pavement sections, concrete sidewalks, and aggregate drive areas. The bid documents were dated for release on June 26, 2026, following the 90 percent design review phase completed on June 4, 2026, with the 50 percent design review phase dated April 2, 2026.
The construction plans were prepared by NF Engineers, a civil engineering firm located in Pontiac, Michigan, with Steven Sutton, P.E., serving as the project contact. The drawings specify detailed structure schedules with invert elevations and rim heights for 28 numbered drainage structures plus three existing structures to be integrated into the system. The design includes soil erosion and sediment control measures, utility coordination requirements including coordination with Miss Dig for public utility line location, and provisions for various site restoration elements such as bio-retention areas, seawall overflow details, and wetland edge treatments. An EGLE permit is referenced as part of the project requirements, indicating environmental review and compliance with Michigan's water quality regulations.
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
CONSTRUCTION PLANS FOR
MICHIGAN DEPARTMENT OF TECHNOLOGY, MANAGEMENT & BUDGET
Section 8, TOWN 36N, R.1 West
ALOHA TOWNSHIP, CHEBOYGAN COUNTY
VICINITY MAP
ALOHA STATE PARK
ALOHA TOWNSHIP, CHEBOYGAN COUNTY, MICHIGAN
LOCATION MAP
3 WORKING DAYS
BEFORE YOU DIG
CALL MISS DIG
1-(800)-482-7171
For free location of public utility lines
R
OR R
Know what's below.
Call before you dig.
FILE NO.: 751/24131.RLO
ALOHA STATE PARK
STORM DRAIN IMPROVEMENTS
PROJECT PERMITS
ALOHA STATE PARK
N
JC
/E
N G
B Y
PR
O
JE
C
T N
O
IN
D
EX
PC
A
D R
AW
N
B Y
D
ES
IG
N
ED
B
Y
R ev ie w
D
AT
E
PR
O
JE
C
T D
ES
C
R
IP
TI
O
N
N F
E N
G
IN
E E
R S
C iv il E n g in e e r s La n d
S u r v e y o r s La n d
P la n n e r s
W o o d w a r d
A v e n u e
P o n t ia c
M
I
2-
T e l.
2-
Fa x
2-n fe p r o je c t n o
. l
C
IV
IL
E N
G
IN
EE
R
D
EP
A
RT
M
EN
T O
F
TE
CH
N
O
LO
G Y
, M A
N A
G
EM
EN
T
A N
D B
U D
G
ET
ST
A
TE
O
F M
IC
H
IG
A
N
A D
A M
P . L
A C
H , R
A , D
IR
EC
TO
R
ST
A
TE
F
A
CI
LI
TI
ES
A
D M
IN
IS
TR
A
TI
O
N D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
AL
O H
A
TO
W N
SH
IP
, C H
EB
O
YG
AN
C O
U N
TY
AL
O
H A
ST
AT
E
PA
R K
ST
O
R M
D R
AI
N
IM
PR
O
VE
M
EN
TS
-0
1/
0.
AB
G -- JH
M
AW
M
AW
Ph as e
- 5
0% R ev ie w
/0
4/
Ph as e
- 9
0% R ev ie w
/0
6/
Bi d
D oc um en ts
/0
6/
TITLE
TITLE SHEET
CIVIL PLANS
T C1
NO.
SHEET
TOPOGRAPHIC SURVEY - OVERALL
C2 C3 C4
TOPOGRAPHIC SURVEY - AREA 1
TOPOGRAPHIC SURVEY - AREA 2
C6 C5
SHEET INDEX
C7
STORM SEWER IMPROVEMENT PLAN - OVERALL
STORM SEWER IMPROVEMENT PLAN - AREA 1
STORM SEWER IMPROVEMENT PLAN - AREA 2
T
Civil Engineer NF Engineers 46777 Woodward Avenue Pontiac, MI 48342
Contact: Steven Sutton, P.E.
Phone: (248) 635-6571 (cell) E-mail: swsutton@nfe-engr.com
NF
ENGINEERS
TI
TL
E
SH
EE
T
C8
C9 DETAILS AND NOTES
C10 STORM OUTLET DETAILS
GRADING IMPROVEMENT PLAN - AREA 1
GRADING IMPROVEMENT PLAN - AREA 2
BEN
CH
MA
RK
MULLETT LAKE
HATT CREEK
TB-
TB-
TB-
TB-
TB-
TB-
TB-
TB-
TB-
C
JC
/E
N G
B Y
PR
O
JE
C
T N
O
IN
D
EX
PC
A
D R
AW
N
B Y
D
ES
IG
N
ED
B
Y
R
EV
IE
W
D
AT
E
O
1 -
S.
S
U
TT
O N
E.
O
SH
AB
EN
PR
O
JE
C
T D
ES
C
R
IP
TI
O
N
AL
O
H A
ST
AT
E
PA
R K
W
AT
ER
M
AN
AG
EM
EN
T / D
R
AI
N
AG
E
IM
PR
O
VE
M
EN
TS
PH
AS
E
- 5
0%
-0
4-
S.
S
U
TT
O N
D
EP
A
RT
M
EN
T O
F
TE
CH
N
O
LO
G Y
, M A
N A
G
EM
EN
T
A N
D B
U D
G
ET
ST
A
TE
O
F M
IC
H
IG
A
N
A D
A M
P . L
A C
H , R
A , D
IR
EC
TO
R
ST
A
TE
F
A
CI
LI
TI
ES
A
D M
IN
IS
TR
A
TI
O
N D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
PH
AS
E
- 9 0%
-0 6-
Bi d
D oc um en ts
-0
6-
NF
N
Site
KEY Map
TOPOGRAPHIC SURVEY NOTES
BASIS OF BEARING NOTE
FLOOD HAZARD NOTE
NOTE
SOIL BORING INFORMATION
EX. SOIL CONDITIONS
WORKING HOURS
NF
N
E
W
S
Scale: 1"=100'
050100 50 100 150
TO
PO
G R
AP
H
IC
AL
S U
R
VE
Y O
VE
R
AL
L
AREA 1
AREA 2
LEGEND - EXISTING
LEGEND - BORING
B-1
LEGEND - SURFACE
M
UL
LE
TT
LA
KE
TB-
TB-
TB-
TB-
C
JC
/E
N G
B Y
PR
O
JE
C
T N
O
IN
D
EX
PC
A
D R
AW
N
B Y
D
ES
IG
N
ED
B
Y
R
EV
IE
W
D
AT
E
O
1 -
S.
S
U
TT
O N
E.
O
SH
AB
EN
PR
O
JE
C
T D
ES
C
R
IP
TI
O
N
AL
O
H A
ST
AT
E
PA
R K
W
AT
ER
M
AN
AG
EM
EN
T / D
R
AI
N
AG
E
IM
PR
O
VE
M
EN
TS
PH
AS
E
- 5
0%
-0
4-
S.
S
U
TT
O N
D
EP
A
RT
M
EN
T O
F
TE
CH
N
O
LO
G Y
, M A
N A
G
EM
EN
T
A N
D B
U D
G
ET
ST
A
TE
O
F M
IC
H
IG
A
N
A D
A M
P . L
A C
H , R
A , D
IR
EC
TO
R
ST
A
TE
F
A
CI
LI
TI
ES
A
D M
IN
IS
TR
A
TI
O
N D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
PH
AS
E
- 9 0%
-0 6-
Bi d
D oc um en ts
-0
6-
LEGEND - EXISTING
TO
PO
G R
AP
H
IC
AL
S U
R
VE
Y
AR
EA
NF
N
Site
KEY Map
AREA 1
AREA 2
LEGEND - BORING
B-1
LEGEND - SURFACE
NF
N
E
W
S
Scale: 1"=30'
01530 15 30 45
HATT CREEK
TB-
TB-
TB-
TB-
C
JC
/E
N G
B Y
PR
O
JE
C
T N
O
IN
D
EX
PC
A
D R
AW
N
B Y
D
ES
IG
N
ED
B
Y
R
EV
IE
W
D
AT
E
O
1 -
S.
S
U
TT
O N
E.
O
SH
AB
EN
PR
O
JE
C
T D
ES
C
R
IP
TI
O
N
AL
O
H A
ST
AT
E
PA
R K
W
AT
ER
M
AN
AG
EM
EN
T / D
R
AI
N
AG
E
IM
PR
O
VE
M
EN
TS
PH
AS
E
- 5
0%
-0
4-
S.
S
U
TT
O N
D
EP
A
RT
M
EN
T O
F
TE
CH
N
O
LO
G Y
, M A
N A
G
EM
EN
T
A N
D B
U D
G
ET
ST
A
TE
O
F M
IC
H
IG
A
N
A D
A M
P . L
A C
H , R
A , D
IR
EC
TO
R
ST
A
TE
F
A
CI
LI
TI
ES
A
D M
IN
IS
TR
A
TI
O
N D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
PH
AS
E
- 9 0%
-0 6-
Bi d
D oc um en ts
-0
6-
TOPOGRAPHIC SURVEY NOTES
BASIS OF BEARING NOTE
FLOOD HAZARD NOTE
NOTE
TO
PO
G R
AP
H
IC
AL
S U
R
VE
Y
AR
EA
NF
N
E
W
S
Scale: 1"=30
01530 15 30 45
NF
N
Site
KEY Map
AREA 1
AREA 2
LEGEND - EXISTING
LEGEND - BORING
B-1
LEGEND - SURFACE
BEN
CH
MA
RK
MULLETT LAKE
HATT CREEK
TB-
TB-
TB-
TB-
TB-
TB-
TB-
TB-
TB-
C
JC
/E
N G
B Y
PR
O
JE
C
T N
O
IN
D
EX
PC
A
D R
AW
N
B Y
D
ES
IG
N
ED
B
Y
R
EV
IE
W
D
AT
E
O
1 -
S.
S
U
TT
O N
E.
O
SH
AB
EN
PR
O
JE
C
T D
ES
C
R
IP
TI
O
N
AL
O
H A
ST
AT
E
PA
R K
W
AT
ER
M
AN
AG
EM
EN
T / D
R
AI
N
AG
E
IM
PR
O
VE
M
EN
TS
PH
AS
E
- 5
0%
-0
4-
S.
S
U
TT
O N
D
EP
A
RT
M
EN
T O
F
TE
CH
N
O
LO
G Y
, M A
N A
G
EM
EN
T
A N
D B
U D
G
ET
ST
A
TE
O
F M
IC
H
IG
A
N
A D
A M
P . L
A C
H , R
A , D
IR
EC
TO
R
ST
A
TE
F
A
CI
LI
TI
ES
A
D M
IN
IS
TR
A
TI
O
N D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
PH
AS
E
- 9 0%
-0 6-
Bi d
D oc um en ts
-0
6-
D R
AI
N
AG
E
IM
PR
O
VE
M
EN
T
PL
AN
O
VE
R
AL
L
NF
N
E
W
S
Scale: 1"=100'
050100 50 100 150
NF
N
Site
KEY Map
AREA 1
AREA 2
STEWARDSHIP / ARTIFACT NOTE
LEGEND - PAVING
LEGEND - PROPOSED
T T
WV
SAN
SS
LEGEND - EXISTING
BORING LEGEND
SB-1
SOIL EROSION CONTROL SOIL EROSION NOTE
DAMAGE TO PRIVATE PROPERTY
STREET CLEANING SCHEDULE (MINIMUM REQUIREMENT)
SESC SEQUENCE
ACCESS ROUTE/TRACKED VEHICLES
SOIL BORING INFORMATION
EX. SOIL CONDITIONS
WORKING HOURS
UTILITIES
HDPE UTILITY INSTALLATION
DEWATERING
EXISTING ELECTRICAL
PROJECT RESTORATION
SILT FENCE DETAIL
SECTION VIEWFRONT VIEW
PLAN VIEW SECTION A-A
LEGEND - SESC
SILT SACK FILTER DETAIL
BAG DETAIL
INSTALLATION DETAIL
BASE BID/ALTERNATES
STORM SEWER/GRADING LEGEND
LE
TT
LA
KE
E1
E2
E3
TB-
TB-
TB-
TB-
Storm Drainage Structure Schedule
Structure Name #31
2' DIA. OPEN BOTTOM
BASIN W/OPEN BOTTOM
#32
2' DIA. OPEN BOTTOM
BASIN W/OPEN BOTTOM
#33
2' DIA. OPEN BOTTOM
BASIN W/OPEN BOTTOM
#34
3' DIA. OPEN BOTTOM
BASIN W/OPEN BOTTOM
#35
2' DIA. OPEN BOTTOM
BASIN W/OPEN BOTTOM
#36
2' DIA. OPEN BOTTOM
BASIN W/OPEN BOTTOM
#37
2' DIA. OPEN BOTTOM
BASIN W/OPEN BOTTOM
#38
2' DIA. OPEN BOTTOM
BASIN W/OPEN BOTTOM
#39
2' DIA. OPEN BOTTOM
BASIN W/OPEN BOTTOM
#E1 Ex. Storm Structure
#E2 Ex. Storm Structure
#E3 Ex. Storm Structure
Structure Details
PR. RIM 600.86
PR. 6" E. INV. 595.59
PR. 6" W. INV. 595.59
PR. RIM 601.35
PR. 6" W. INV. 595.76
PR. RIM 598.71
PR. 8" S. INV. 593.76
PR. 8" N. INV. 593.76
PR. 4" SW. INV. 593.76
PR. 18" E. INV. 593.56
PR. 18" W. INV. 593.56
PR. RIM 598.30
PR. 8" S. INV. 594.11
PR. 6" NE. INV. 594.25
PR. RIM 596.00
PR. 8" N. INV. 594.12
PR. RIM 597.50
PR. 8" NW. INV. 594.44
PR. 8" S. INV. 594.65
PR. RIM 597.50
PR. 8" N. INV. 594.44
PR. RIM 597.75
PR. 8" N. INV. 594.44
PR. 8" SW. INV. 594.44
PR. RIM 598.25
PR. 8" S. INV. 594.75
PR. RIM 597.65
PR. 4" E. INV. 593.25
PR. 4" SE. INV. 593.25
PR. 6" E. INV. 593.25
PR. 6" W. INV. 593.25
PR. RIM 598.37
PR. 6" E. INV. 595.23
PR. 6" SE. INV. 595.83
PR. 6" W. INV. 595.23
PR. RIM 597.76
PR. 8" NE. INV. 594.36
PR. 8" SE. INV. 594.36
PR. 18" E. INV. 594.36
PR. 18" W. INV. 594.36
C
JC
/E
N G
B Y
PR
O
JE
C
T N
O
IN
D
EX
PC
A
D R
AW
N
B Y
D
ES
IG
N
ED
B
Y
R
EV
IE
W
D
AT
E
O
1 -
S.
S
U
TT
O N
E.
O
SH
AB
EN
PR
O
JE
C
T D
ES
C
R
IP
TI
O
N
AL
O
H A
ST
AT
E
PA
R K
W
AT
ER
M
AN
AG
EM
EN
T / D
R
AI
N
AG
E
IM
PR
O
VE
M
EN
TS
PH
AS
E
- 5
0%
-0
4-
S.
S
U
TT
O N
D
EP
A
RT
M
EN
T O
F
TE
CH
N
O
LO
G Y
, M A
N A
G
EM
EN
T
A N
D B
U D
G
ET
ST
A
TE
O
F M
IC
H
IG
A
N
A D
A M
P . L
A C
H , R
A , D
IR
EC
TO
R
ST
A
TE
F
A
CI
LI
TI
ES
A
D M
IN
IS
TR
A
TI
O
N D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
PH
AS
E
- 9 0%
-0 6-
Bi d
D oc um en ts
-0
6-
MATCHLINE SHEET C6
ST
O
R M
S
EW
ER
IM
PR
O
VE
M
EN
T
PL
AN
AR
EA
LEGEND - PAVING
LEGEND - PROPOSED
T T
WV
SAN
SS
LEGEND - EXISTING
BORING LEGEND
SB-1
NF
N
Site
KEY Map
AREA 1
AREA 2
NF
N
E
W
S
Scale: 1"=30'
01530 15 30 45
LEGEND - SESC
MATCHLINE SHEET C6
TB-
TB-
TB-
TB-
17A
Storm Drainage Structure Schedule
Structure Name #10 End Section #11
3' DIA. OPEN BOTTOM
BASIN W/OPEN BOTTOM
#12
3' DIA. OPEN BOTTOM
BASIN W/OPEN BOTTOM
#13
3' DIA. OPEN BOTTOM
BASIN W/OPEN BOTTOM
#14
2' DIA. OPEN BOTTOM
BASIN W/OPEN BOTTOM
#15
2' DIA. OPEN BOTTOM
BASIN W/OPEN BOTTOM
#17A
END SECTION
#17
3' DIA. OPEN BOTTOM
BASIN W/OPEN BOTTOM
#18
3' DIA. OPEN BOTTOM
BASIN W/OPEN BOTTOM
#19
3' DIA. OPEN BOTTOM
BASIN W/OPEN BOTTOM
#20
3' DIA. OPEN BOTTOM
BASIN W/OPEN BOTTOM
#21
3' DIA. OPEN BOTTOM
BASIN W/OPEN BOTTOM
#22
2' DIA. OPEN BOTTOM
BASIN W/OPEN BOTTOM
#23
2' DIA. OPEN BOTTOM
BASIN W/OPEN BOTTOM
#24
3' DIA. OPEN BOTTOM
BASIN W/OPEN BOTTOM
#25
3' DIA. OPEN BOTTOM
BASIN W/OPEN BOTTOM
#26
2' DIA. OPEN BOTTOM
BASIN W/OPEN BOTTOM
#27
2' DIA. OPEN BOTTOM
BASIN W/OPEN BOTTOM
#28
3' DIA. OPEN BOTTOM
BASIN W/OPEN BOTTOM
Structure Details
PR. 10" INV. 594.09
PR. RIM 597.00
PR. 10" SW. INV. 593.30
PR. 10" NE. INV. 593.30
PR. RIM 597.70
PR. 10" SW. INV. 593.69
PR. 10" N. INV. 593.69
PR. 8" W. INV. 593.69
PR. RIM 598.50
PR. 10" N. INV. 593.98
PR. 10" S. INV. 593.98
PR. RIM 598.50
PR. 8" N. INV. 594.29
PR. 10" S. INV. 594.29
PR. RIM 598.50
PR. 8" S. INV. 594.77
PR. 10" E. INV. 594.00
PR. RIM 597.40
PR. 10" N. INV. 593.48
PR. 8" E. INV. 593.48
PR. 4" E. INV. 593.48
PR. 10" SW. INV. 593.48
PR. RIM 597.46
PR. 10" NE. INV. 593.77
PR. 8" E. INV. 593.77
PR. 10" S. INV. 593.77
PR. 4" N. INV. 593.77
PR. RIM 597.76
PR. 10" NE. INV. 594.07
PR. 8" E. INV. 594.07
PR. 10" SW. INV. 594.07
PR. 4" E. INV. 594.07
PR. RIM 598.05
PR. 8" E. INV. 594.36
PR. 4" N. INV. 594.36
PR. 10" SW. INV. 594.36
PR. RIM 597.25
PR. 8" SE. INV. 594.62
PR. 8" W. INV. 594.62
PR. RIM 598.83
PR. 4" E. INV. 594.82
PR. 8" NW. INV. 594.82
PR. RIM 597.90
PR. 8" SE. INV. 594.38
PR. 8" W. INV. 594.38
PR. RIM 598.22
PR. 4" E. INV. 594.70
PR. 8" NW. INV. 594.70
PR. RIM 596.00
PR. 8" SE. INV. 594.00
PR. 8" W. INV. 594.00
PR. RIM 597.01
PR. 8" NW. INV. 594.20
PR. RIM 597.27
PR. 4" E. INV. 593.92
PR. 8" W. INV. 593.92
PR. 10" NE. INV. 594.10
PR. 4" NE. INV. 595.50
PR. RIM 595.80
#16
2' DIA. OPEN BOTTOM
BASIN W/OPEN BOTTOM
PR. RIM 598.00
PR. 8" S. INV. 594.69
C
JC
/E
N G
B Y
PR
O
JE
C
T N
O
IN
D
EX
PC
A
D R
AW
N
B Y
D
ES
IG
N
ED
B
Y
R
EV
IE
W
D
AT
E
O
1 -
S.
S
U
TT
O N
E.
O
SH
AB
EN
PR
O
JE
C
T D
ES
C
R
IP
TI
O
N
AL
O
H A
ST
AT
E
PA
R K
W
AT
ER
M
AN
AG
EM
EN
T / D
R
AI
N
AG
E
IM
PR
O
VE
M
EN
TS
PH
AS
E
- 5
0%
-0
4-
S.
S
U
TT
O N
D
EP
A
RT
M
EN
T O
F
TE
CH
N
O
LO
G Y
, M A
N A
G
EM
EN
T
A N
D B
U D
G
ET
ST
A
TE
O
F M
IC
H
IG
A
N
A D
A M
P . L
A C
H , R
A , D
IR
EC
TO
R
ST
A
TE
F
A
CI
LI
TI
ES
A
D M
IN
IS
TR
A
TI
O
N D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
PH
AS
E
- 9 0%
-0 6-
Bi d
D oc um en ts
-0
6-
ST
O
R M
S
EW
ER
IM
PR
O
VE
M
EN
T
PL
AN
MATCHLINE SHEET C5
AR
EA
NF
N
Site
KEY Map
LEGEND - PAVING
LEGEND - PROPOSED
T T
WV
SAN
SS
LEGEND - EXISTING
BORING LEGEND
SB-1
NF
N
E
W
S
Scale: 1"=30'
01530 15 30 45
AREA 2
AREA 1
LEGEND - SESC
MATCHLINE SHEET C5
LE
TT
LA
KE
E1
E2
E3
TB-
TB-
TB-
TB-
C
JC
/E
N G
B Y
PR
O
JE
C
T N
O
IN
D
EX
PC
A
D R
AW
N
B Y
D
ES
IG
N
ED
B
Y
R
EV
IE
W
D
AT
E
O
1 -
S.
S
U
TT
O N
E.
O
SH
AB
EN
PR
O
JE
C
T D
ES
C
R
IP
TI
O
N
AL
O
H A
ST
AT
E
PA
R K
W
AT
ER
M
AN
AG
EM
EN
T / D
R
AI
N
AG
E
IM
PR
O
VE
M
EN
TS
PH
AS
E
- 5
0%
-0
4-
S.
S
U
TT
O N
D
EP
A
RT
M
EN
T O
F
TE
CH
N
O
LO
G Y
, M A
N A
G
EM
EN
T
A N
D B
U D
G
ET
ST
A
TE
O
F M
IC
H
IG
A
N
A D
A M
P . L
A C
H , R
A , D
IR
EC
TO
R
ST
A
TE
F
A
CI
LI
TI
ES
A
D M
IN
IS
TR
A
TI
O
N D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
PH
AS
E
- 9 0%
-0 6-
Bi d
D oc um en ts
-0
6-
G R
AD
IN
G A
N D
R
ES
TO
R
AT
IO
N P
LA
N
AR
EA
LEGEND - PAVING
LEGEND - PROPOSED
T T
WV
SAN
SS
LEGEND - EXISTING
BORING LEGEND
SB-1
NF
N
Site
KEY Map
AREA 1
AREA 2
NF
N
E
W
S
Scale: 1"=30'
01530 15 30 45
LEGEND - SESC
MATCHLINE SHEET C8MATCHLINE SHEET C8
TB-
TB-
TB-
TB-
17A
C
JC
/E
N G
B Y
PR
O
JE
C
T N
O
IN
D
EX
PC
A
D R
AW
N
B Y
D
ES
IG
N
ED
B
Y
R
EV
IE
W
D
AT
E
O
1 -
S.
S
U
TT
O N
E.
O
SH
AB
EN
PR
O
JE
C
T D
ES
C
R
IP
TI
O
N
AL
O
H A
ST
AT
E
PA
R K
W
AT
ER
M
AN
AG
EM
EN
T / D
R
AI
N
AG
E
IM
PR
O
VE
M
EN
TS
PH
AS
E
- 5
0%
-0
4-
S.
S
U
TT
O N
D
EP
A
RT
M
EN
T O
F
TE
CH
N
O
LO
G Y
, M A
N A
G
EM
EN
T
A N
D B
U D
G
ET
ST
A
TE
O
F M
IC
H
IG
A
N
A D
A M
P . L
A C
H , R
A , D
IR
EC
TO
R
ST
A
TE
F
A
CI
LI
TI
ES
A
D M
IN
IS
TR
A
TI
O
N D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
PH
AS
E
- 9 0%
-0 6-
Bi d
D oc um en ts
-0
6-
G R
AD
IN
G
IM
PR
O
VE
M
EN
T
PL
AN
AR
EA
NF
N
Site
KEY Map
LEGEND - PAVING
LEGEND - PROPOSED
T T
WV
SAN
SS
LEGEND - EXISTING
BORING LEGEND
SB-1
NF
N
E
W
S
Scale: 1"=30'
01530 15 30 45
AREA 2
AREA 1
LEGEND - SESC
MATCHLINE SHEET C7 MATCHLINE SHEET C7
C
JC
/E
N G
B Y
PR
O
JE
C
T N
O
IN
D
EX
PC
A
D R
AW
N
B Y
D
ES
IG
N
ED
B
Y
R
EV
IE
W
D
AT
E
O
1 -
S.
S
U
TT
O N
E.
O
SH
AB
EN
PR
O
JE
C
T D
ES
C
R
IP
TI
O
N
AL
O
H A
ST
AT
E
PA
R K
W
AT
ER
M
AN
AG
EM
EN
T / D
R
AI
N
AG
E
IM
PR
O
VE
M
EN
TS
PH
AS
E
- 5
0%
-0
4-
S.
S
U
TT
O N
D
EP
A
RT
M
EN
T O
F
TE
CH
N
O
LO
G Y
, M A
N A
G
EM
EN
T
A N
D B
U D
G
ET
ST
A
TE
O
F M
IC
H
IG
A
N
A D
A M
P . L
A C
H , R
A , D
IR
EC
TO
R
ST
A
TE
F
A
CI
LI
TI
ES
A
D M
IN
IS
TR
A
TI
O
N D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
PH
AS
E
- 9 0%
-0 6-
Bi d
D oc um en ts
-0
6-
D
ET
AI
LS
SHALLOW OPEN BOTTOM STRUCTURE DETAIL
HANDHOLE DRAIN CONNECTION DETAIL
ELECTRICAL HANDHOLE DETAIL
4" PVC DRAIN TO DRAINAGE
STRUCTURE CONNECTION DETAIL
TRENCH DETAIL B
SEWER UNDER ROADBED
OR WITHIN INFLUENCE OF ROADBED
SIDE VIEWFRONT VIEW
BULKHEAD DETAIL
HMA PAVEMENT SECTION
CONCRETE SIDEWALK SECTION
HDPE INFILTRATION TRENCH DETAIL
AGGREGATE DRIVE
TYPICAL SITE LAYOUT WITH AGGREGATE CAMPER PAD
TYPICAL CAMPSITE GRADING SECTIONLOW-HEAD OPEN BOTTOM DRAIN STRUCTURE DETAIL
C
JC
/E
N G
B Y
PR
O
JE
C
T N
O
IN
D
EX
PC
A
D R
AW
N
B Y
D
ES
IG
N
ED
B
Y
R
EV
IE
W
D
AT
E
O
1 -
S.
S
U
TT
O N
E.
O
SH
AB
EN
PR
O
JE
C
T D
ES
C
R
IP
TI
O
N
AL
O
H A
ST
AT
E
PA
R K
W
AT
ER
M
AN
AG
EM
EN
T / D
R
AI
N
AG
E
IM
PR
O
VE
M
EN
TS
PH
AS
E
- 5
0%
-0
4-
S.
S
U
TT
O N
D
EP
A
RT
M
EN
T O
F
TE
CH
N
O
LO
G Y
, M A
N A
G
EM
EN
T
A N
D B
U D
G
ET
ST
A
TE
O
F M
IC
H
IG
A
N
A D
A M
P . L
A C
H , R
A , D
IR
EC
TO
R
ST
A
TE
F
A
CI
LI
TI
ES
A
D M
IN
IS
TR
A
TI
O
N D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
PH
AS
E
- 9 0%
-0 6-
Bi d
D oc um en ts
-0
6-
ST
O
R M
O U
TL
ET
D
ET
AI
LS
BIO-RETENTION AREA - SECTION C-C
SEAWALL OVERFLOW - SECTION D-D
WETLAND EDGE SEED MIX
CONCRETE HEADWALL OUTLET
6" CHECK VALVE W/CLEANOUT
FLAGSTONE AND BIO-RETENTION OUTLETS
TOP SOIL
LOWERING OF ELECTRICAL LINES
EGLE PERMIT
| O091_SITE_Bid-T-Title Sheet |
| Sheets and Views |
| T-Title Sheet |
| O091_SITE_Bid-C1-Overall - Topo |
| Sheets and Views |
| C1-Overall - Topo |
| O091_SITE_Bid-C2-Area 1 - Topo |
| Sheets and Views |
| C2-Area 1 - Topo |
| O091_SITE_Bid-C3-Area 2 - Topo |
| Sheets and Views |
| C3-Area 2 - Topo |
| O091_SITE_Bid-C4-Overall - Imp. |
| Sheets and Views |
| C4-Overall - Imp. |
| O091_SITE_Bid-C5 - Area 1 - Stm. |
| Sheets and Views |
| C5 - Area 1 - Stm. |
| O091_SITE_Bid-C6 - Area 2 - Stm. |
| Sheets and Views |
| C6 - Area 2 - Stm. |
| O091_SITE_Bid-C7 - Area 1 - Grading |
| Sheets and Views |
| C7 - Area 1 - Grading |
| O091_SITE_Bid-C8 - Area 2 - Grading |
| Sheets and Views |
| C8 - Area 2 - Grading |
| O091_SITE_Bid-C9-Details |
| Sheets and Views |
| C9-Details |
| O091_SITE_Bid-C10-Outlet Details |
| Sheets and Views |
| C10-Outlet Details |
File details come from the government source that posted it. Updated .