Drawings TSFH_Part6.pdf
PDF 5 MB Posted
- Solicitation number
- RFQ 171 190000000251 3
- Issued by
- Sanilac County, Michigan
About this file
This file comprises civil and structural engineering drawings for the Thompson State Fish Hatchery renovation and construction project, a Michigan Department of Natural Resources Fisheries Division initiative located at 944 S. State Highway M-149, Manistique, Michigan. The project involves the renovation and construction of a new cool water facility and steelhead facility upgrades, including site infrastructure such as ponds (one-acre and half-acre configurations), a cool water incubation building, storage building, erosion and sediment control measures, water management systems including dewatering plans, and associated utilities. The drawings are dated with multiple submittals ranging from June 5, 2018 (Phase 400, 50% submittal) through February 20, 2019 (issued for bidding), indicating the project was prepared for construction bidding in February 2019. The project site encompasses approximately 15 acres of disturbance with 14.40 acres of disturbed area and approximately 18,805 square feet of impervious area increase.
The structural design incorporates concrete construction with reinforced slabs, concrete masonry unit (CMU) walls, metal plate-connected wood trusses for roof framing, and aluminum incubation jar racks. Foundation design is based on allowable net soil bearing capacity of 2,000 PSF per geotechnical reports from Northwest Design Group (June 2017, revised July 2017) and Coleman Engineering Company (November 9, 2018). The project specifications reference the 2015 Michigan Building Code, ACI 318-14 for reinforced concrete, ASCE 7-10 for design loads, and ANSI/AISC 360-10 for structural steel. Site work includes erosion control blankets, silt fencing, wattles, check dams, permanent seeding, stabilized construction access roads, and concrete washout pits. Multiple disciplines—Civil Engineer Richard Dirks, Structural Engineer Bruce Bradley, Mechanical Engineer PJ Daughton, Electrical Engineer Troy Talsma, and Architect Richard Schmudde—contributed to the project design under project number 10052369.
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SB1
SB4
SB2
SB3
SB5
SB10
SB11
SB12
SB13
SB15
SB16
SB14
24" RCP CULVERT
INV 619.39
INV 620.28
GRAVEL ACCESS ROAD
WETLANDS
GRAVEL ACCESS ROAD
THOMPSON CREEK
12" CMP
INV 610.55
12" CMP
INV 609.36
D R
I V
E W
A Y
SIGN
'DO NOT PASS'
TELE PED.
STREAM
36" CMP CULVERT
INV 599.97
36" CMP CULVERT
INV 600.59
'NO FISHING' SIGN
36"X60" RCP CULVERT
INV 600.96
36"X60" RCP CULVERT
INV 600.22
METAL GATE
SIGN-'GATE AHEAD'
TELE PED.
(2) TELE PED.
18" RCP CULVERT
INV 626.28
CONCRETE R/W MARKER
UTILITY POLE
AND GUY WIRE
UP
LA
ND
WETLANDS
UGT
UGT
U G
T
U
G
T
U
G
T
U G
T
UGT
EXISTING WELL S-5
EXISTING WELL S-4
7+00
A
C
C
E
S
R
O
A
D
C H
V A
L A
A
D
STATE HIGHWAY M-149
6+00
1+00 2+00
4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00
POND 1
(1 ACRE)
EXISTING WELL S-4
(SEE NOTE 5)
POND 2
(1 ACRE)
SOLAR POND
(0.5 ACRE)
POND 3
(0.5 ACRE)
POND 4
(0.5 ACRE)
POND 5
(0.5 ACRE)
POND 6
(0.5 ACRE)
C
WELL S-5
DOMESTIC
WELL
100 YR FLOOD
PLAIN EL. 606.50
624624
616 616
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
LIMITS OF
DISTURBANCE
N:411778.13
E:26415732.12
S F
S
F
S F
S
F
S F
S
F
S
F
S
F
S
F
S
F
S
F
SF
S
F
S
F
S
F
S
F
SF SF SF
S
F
S
F
S
F
S
F
S F
S F
S F
S
F
S
F
S
F
S F
S
F
S
F
S
F
S
F
S
F
S
F
S F
S F
X
O
X
O
X
O
X
O
X
O
X
O
X
O
X
O
X
O
X
O
X
O
X
O
X
O
X
O
X
O
XO
XO
XO
XO
XO
X O
X O
X O
X O
X O
X O
X O
X
O
X
O
X
O
XO
XO
X
O
X
O
X
O
X O
X
O
X
O
X
O
X
O
X
O
X O
E
E
E8
E8
E
E
E
E
E
E
E
E
E
E
E
E
S
F
S
F
CONCRETE RIPRAP APRON
27" THICK, D50=12", Dmax=18", INVERT AT CULVERTS 602.20
S53
ES41
ES31
S51
SURFACE WATER
CONCRETE
WASH
E8
E5
B
A
C
D
4321 5
4321 5
B
A
C
D
PROJECT FOR
SCALE
SHEET NAME
SHEET NUMBER
DESCRIPTIONDATEMARK
PROJECT NUMBER
ORIGINAL ISSUE
FILE NAME
TERRA MCPARLAND
10052369
MICHIGAN DNR
FISHERIES DIVISION
THOMPSON STATE
FISH HATCHERY
944 S. State Highway M149
Manistique, MI 49854-8922
File No. 751/16262.JAG
Index Nos. 11856 & 83340
CIVIL ENGINEER
STRUCTURAL ENGINEER
MECHANICAL ENGINEER
ELECTRICAL ENGINEER
RICHARD DIRKS
BRUCE BRADLEY
PJ DAUGHTON
TROY TALSMA
RICHARD SCHMUDDE
RENOVATE AND CONSTRUCT
PROJECT MANAGER
ARCHITECT
NEW COOL WATER FACILITY
06/05/2018 PHASE 400 50% SUBMITTAL
08/14/2018 PHASE 400 90% SUBMITTAL
10/15/2018 PHASE 500 50% SUBMITTAL
12/17/2018 PHASE 500 90% SUBMITTAL
COOL WATER FACILITY
EROSION & SEDIMENT
CONTROL PLAN
1"=60'
C1.9
C1.9.dwg
6060 0
SCALE IN FEET
GENERAL NOTES
LEGEND
MAJOR TOPO CONTOUR
MINOR TOPO CONTOUR
PLAN NORTH TRUE NORTH
1. TOPOGRAPHIC INFORMATION WAS PROVIDED BY A
FIELD SURVEY PERFORMED BY NORTHWEST DESIGN
GROUP, LLC AND OHM ADVISORS IN APRIL 5-9, APRIL
18-19, JUNE 5-6, 2017, SEPT. 17-21, 2018
CONTACT:
DAVE BOYLE
OHM ADVISORS
P: (231) 344-1157
2. HORIZONTAL CONTROL IS BASED ON MICHIGAN STATE
PLANE COORDINATE SYSTEM NORTH ZONE
NAD83(2011).
3. ELEVATIONS ARE MICHIGAN STATE PLANE
COORDINATE SYSTEM NORTH ZONE GEOID12B
NAVD88.
4. CONSTRUCT EMBANKMENT CHANNEL SLOPES TO
3(H):1(V), UNLESS OTHERWISE NOTED. EROSION
CONTROL BLANKET SHALL BE INSTALLED ON ALL
SLOPES 4:1 OR STEEPER.
5. REFER TO ALL EROSION AND SEDIMENT CONTROL
NOTES ON SHEET C1.8.
SF
E8: PERMANENT SEEDING
ES31: CHECK DAM
ES41: WATTLES
S51: SILT FENCE
XO
S53: STABILIZED
CONSTRUCTION
ACCESS
CONCRETE WASH
E8
LIMIT OF DISTURBANCE
E5: DUST CONTROL
SITE DISTURBANCE (THIS SHEET):
PROJECT SITE = ~15.00 Acres
DISTURBED AREA = ~14.40 Acres
IMPERVIOUS AREA = ~18,805 SF Increase
S
T
A
T
E
F M
I
C
H
I
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A
N
L I C
E
N
S
D
P
O
F
E
S S
I
O
N
N
G
I
N
E E
R
TERRA L.
McPARLAND
ENGINEER
No.
6201067621
02/20/2019 ISSUED FOR BIDDINGA
2/21/2019
SECTION 1
H Scale: 1" = 100.00'
V Scale: 1" = 20.00'
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
EL 603.74
36' 36'
EL 617.00
ONE ACRE POND
E X
A
C C
E S
S
R
O A
D
T H
O M
P S
C
E
E K
T
Y
P
EL 624.00
.3
EL 624.00
EL 624.36
EL 624.00
.3
EL 624.36
S
W
E L L
C STATE HWY
M-149
L
D I T
C H
E.G. SURVEY
2 FOOT F.B.
DIVERSION DITCH
EL 619.50 EL 619.50
EL 601.10
EL 599.33
ACCESS
ROAD
EL 609.64
EL 623.47
EL 607.79
EL 624.36
I
R
E G
R O
U N
D
SECTION 2
H Scale: 1" = 100.00'
V Scale: 1" = 20.00'
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
HALF ACRE PONDS
C STATE HWY
M-149
EL 614.00
EL 624.36
EL 608.00
36'
L
EL 624.00
EL 624.00
EL 613.00
EL 614.00
E.G. SURVEY
T
Y
P
EL 624.36
36'
EL 624.00
EL 624.00
EL 624.36
EL 624.36
2 FOOT F.B. DITCH
T
Y
P
EL 614.47
EL 614.46
EL 614.46
EL 614.47
T
Y
P
EL 624.00
EL 624.00
SECTION 3
H Scale: 1" = 100.00'
V Scale: 1" = 20.00'
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
12+00
13+00
14+00
15+00
EL 629.76
COOLWATER BUILDING
FFE 630.00
EL 628.24
EL 628.00
EL 621.00
EL 628.24
EL 624.00
EL 617.00
EL 624.00
EL 617.00
EL 624.00
EL 614.00
EL 624.00
EL 614.00
EL 624.00
HALF ACRE PONDS
ONE ACRE PONDS
SOLAR POND
E.G. SURVEY
E.G. SURVEY
EXISTING SWALE
FROM HIGHWAY CULVERT
36'36'36'
12'
EL 628.24
EL 624.36
EL 624.00
42'
36'
EL 624.36
T
Y
P
EL 624.36
EL 624.00
2 FOOT F.B.
DIVERSION DITCH
EL 624.00
T
Y
P
EL 628.00
EL 628.00
24'
EL 624.72
EL 624.36
T
Y
P
EL 624.00
EL 616.03
EL 616.03
T
Y
P
EL 621.31
EL 621.32
EL 617.58
EL 617.00
EL 617.00
EL 617.58
EL 614.00
EL 614.00
B
A
C
D
4321 5
4321 5
B
A
C
D
PROJECT FOR
SCALE
SHEET NAME
SHEET NUMBER
DESCRIPTIONDATEMARK
PROJECT NUMBER
ORIGINAL ISSUE
FILE NAME
TERRA MCPARLAND
10052369
MICHIGAN DNR
FISHERIES DIVISION
THOMPSON STATE
FISH HATCHERY
944 S. State Highway M149
Manistique, MI 49854-8922
File No. 751/16262.JAG
Index Nos. 11856 & 83340
CIVIL ENGINEER
STRUCTURAL ENGINEER
MECHANICAL ENGINEER
ELECTRICAL ENGINEER
RICHARD DIRKS
BRUCE BRADLEY
PJ DAUGHTON
TROY TALSMA
RICHARD SCHMUDDE
RENOVATE AND CONSTRUCT
PROJECT MANAGER
ARCHITECT
NEW COOL WATER FACILITY
06/05/2018 PHASE 400 50% SUBMITTAL
08/14/2018 PHASE 400 90% SUBMITTAL
10/15/2018 PHASE 500 50% SUBMITTAL
12/17/2018 PHASE 500 90% SUBMITTAL
COOL WATER FACILITY
POND PROFILES
AS SHOWN
C1.11
C1.11.dwg100100 0
SCALE IN FEET
S C
A L
E
E
T
GENERAL NOTES
1. TOPOGRAPHIC INFORMATION WAS PROVIDED
BY A FIELD SURVEY PERFORMED BY
NORTHWEST DESIGN GROUP, LLC AND OHM
ADVISORS IN APRIL 5-9, APRIL 18-19, JUNE 5-6,
2017, SEPT. 17-21, 2018
CONTACT:
DAVE BOYLE
OHM ADVISORS
2940 PARKVIEW DRIVE
PETOSKEY, MI 49770
P: (231) 344-1157
2. HORIZONTAL CONTROL IS BASED ON MICHIGAN
STATE PLANE COORDINATE SYSTEM NORTH
ZONE NAD83(2011).
3. ELEVATIONS ARE MICHIGAN STATE PLANE
COORDINATE SYSTEM NORTH ZONE GEOID12B
NAVD88.
S
T
A
M
I
C
H
I
G
A
N
L I C
E
N
S
O
F
E
S S
I
O
N
G
I
N
E E
R
TERRA L.
McPARLAND
ENGINEER
No.
6201067621
24" RCP CULVERT
INV 619.39
GRAVEL ACCESS ROAD
WETLANDS
GRAVEL ACCESS ROAD
12" CMP
INV 610.55
12" CMP
INV 609.36
D R
I V
E W
A Y
SIGN
'DO NOT PASS'
TELE PED.
STREAM
36" CMP CULVERT
INV 599.97
36" CMP CULVERT
INV 600.59
'NO FISHING' SIGN
36"X60" RCP CULVERT
INV 600.96
36"X60" RCP CULVERT
INV 600.22
METAL GATE
SIGN-'GATE AHEAD'
TELE PED.
(2) TELE PED.
18" RCP CULVERT
INV 626.28
CONCRETE R/W MARKER
UTILITY POLE
AND GUY WIRE
UPLAND
WETLANDS
UGT
UGT
U G
T
U
G
T
U
G
T
U G
T
UGT
EXISTING WELL S-5
EXISTING WELL S-4
6" PVC PIPE
0.30%
P
V
P
E
10" PVC PIPE
0.54%
6" PVC PIPE
0.30%
6" PVC PIPE
0.30%
6" PVC PIPE
0.30%
P
P
E
P
P
E
P
P
E
P
P
E
P
P
E
P
E
GENERAL
GROUNDWATER FLOW
1-B
15° BEND
INV 603.44
1-G
8 X 8 X 6 TEE
INV 607.80
1-D
8 X 8 X 6 TEE
INV 607.38
1-E
8 X 8 X 6 TEE
INV 607.51
1-F
8 X 8 X 6 TEE
INV 607.67
1-C
8 X 10 X 8 TEE
INV 603.75
1-P
90° BEND/REDUCER
INV 604.65
1-O
8 X 8 X 6 TEE
INV 604.53
1-N
8 X 8 X 6 TEE
INV 604.34
1-M
8 X 8 X 6 TEE
INV 604.22
P
P
E
COOL WATER
INCUBATION
BUILDING
FFE 630.00
8" PVC PIPE
0.31%
8" PVC PIPE
0.30%
P
E
8" PVC PIPE
0.22%
P
P
E
P
P
E
P
P
E
1-H
60° BEND
INV 607.85
1-J
60° BEND
INV 614.74
1-K
8 X 8 X 6 TEE
INV 614.79
1-L
90° BEND/REDUCER
INV 615.00
1-A
CONCRETE FLARED END SECTION MDOT R086D
INV. 605.99
INV.
602.20
INV. 605.88
INV. 605.57
INV. 605.69
8" PVC PIPE
0.21%
8" PVC PIPE
0.21%
8" PVC PIPE
0.21%
8" PVC PIPE
7.12%
INV. 615.89
INV. 615.68
INV. 609.24
INV. 609.11
INV. 608.95
INV. 608.82
VARIES
V A
R I E
S V
A R
I E
S
VARIES4" 4"
VARIES
TYPAR FILTER FABRIC FOR
ENTIRE TRENCH LENGTH,
OVERLAP MIN. 12" AT TOP
TRENCH
PERFORATED WRAPPED
CORRUGATED PVC PIPE (I.D.
VARIES-SEE DEWATERING PLAN)
BACKFILL WITH FREE-DRAINING
GRAVEL
COMPACTED SUBGRADE
GROUNDWATER
CONTROL DRAIN SECTION
SCALE: 1"=1'-0"
P
O
O
STRUCTURE TABLE
NAME
1-A
1-B
1-C
1-D
1-E
1-F
DESCRIPTION
CONCRETE FLARED END SECTION MDOT R086D
15° BEND
8 X 10 X 8 TEE
8 X 8 X 6 TEE
8 X 8 X 6 TEE
8 X 8 X 6 TEE
LAYOUT
N: 412524.65
E: 26415604.91
N: 412448.14
E: 26415401.20
N: 412412.98
E: 26415355.93
N: 412453.25
E: 26415324.64
N: 412502.22
E: 26415286.61
N: 412563.82
E: 26415238.76
STRUCTURE TABLE
NAME
1-G
1-H
1-J
1-K
1-L
1-M
DESCRIPTION
8 X 8 X 6 TEE
60° BEND
60° BEND
8 X 8 X 6 TEE
90° BEND/REDUCER
8 X 8 X 6 TEE
LAYOUT
N: 412612.78
E: 26415200.73
N: 412631.15
E: 26415186.46
N: 412601.37
E: 26414970.16
N: 412614.52
E: 26414959.94
N: 412668.23
E: 26414918.22
N: 412269.43
E: 26415171.13
STRUCTURE TABLE
NAME
1-N
1-O
1-P
DESCRIPTION
8 X 8 X 6 TEE
8 X 8 X 6 TEE
90° BEND/REDUCER
LAYOUT
N: 412231.40
E: 26415122.17
N: 412172.51
E: 26415046.35
N: 412134.47
E: 26414997.39
B
A
C
D
4321 5
4321 5
B
A
C
D
PROJECT FOR
SCALE
SHEET NAME
SHEET NUMBER
DESCRIPTIONDATEMARK
PROJECT NUMBER
ORIGINAL ISSUE
FILE NAME
TERRA MCPARLAND
10052369
MICHIGAN DNR
FISHERIES DIVISION
THOMPSON STATE
FISH HATCHERY
944 S. State Highway M149
Manistique, MI 49854-8922
File No. 751/16262.JAG
Index Nos. 11856 & 83340
CIVIL ENGINEER
STRUCTURAL ENGINEER
MECHANICAL ENGINEER
ELECTRICAL ENGINEER
RICHARD DIRKS
BRUCE BRADLEY
PJ DAUGHTON
TROY TALSMA
RICHARD SCHMUDDE
RENOVATE AND CONSTRUCT
PROJECT MANAGER
ARCHITECT
NEW COOL WATER FACILITY
06/05/2018 PHASE 400 50% SUBMITTAL
08/14/2018 PHASE 400 90% SUBMITTAL
10/15/2018 PHASE 500 50% SUBMITTAL
12/17/2018 PHASE 500 90% SUBMITTAL
COOL WATER FACILITY
DEWATERING PLAN
1"=60'
C1.12
C1.12.dwg6060 0
SCALE IN FEET
PLAN NORTH TRUE NORTH
S
T
A
M
I
C
H
I
G
A
N
L I C
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O
F
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S S
I
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N
G
I
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E E
R
TERRA L.
McPARLAND
ENGINEER
No.
6201067621
02/20/2019 ISSUED FOR BIDDINGA 02/20/2019 ISSUED FOR BIDDINGA
10+00 11+00 12+00
13+00 14+00
15+00 16+00
STEPS
HARVEST KETTLE
SEE SHEET S8.1
OUTLET STRUCTURE
DRAIN TILE
TOP OF DIKE
HARVEST KETTLE
ACCESS ROAD
GRAVEL
ROADWAY
EDGE OF ROADWAY
WALKWAY/PLATFORM
PERIMETER
ACCESS ROAD
DRAIN TILE
-1.30%
-1.30%
-3.00:1
R
R
R
R
6'24' 6'
4'
6'24' 6'
4'
EL 620.09
EL 617.58
EL 620.09
EL 619.50
EL 619.50
EL 619.40
EL 619.40
EL 617.00
EL 617.00
EL 617.00
EL 617.00
EL 617.58
40334
SB2
40338
SB5
EL 624.36
EL 624.36
EL 624.36
EL 624.36
EL 624.36
EL 624.36
EL 624.72
EL 624.72
TOP OF SLOPE
EL 624.36
EL 624.36
EL 624.36
EL 624.72
EL 624.00
EL 624.00
EL 624.72
TOP OF
SLOPE
CONCRETE PAD.
DETAIL A / D8.4
NOTE:
REFER TO SHEET C1.5
FOR POND AND KETTLE
LAYOUT COORDINATES.
EL 620.00
EL 619.50
EL 619.50
EL 620.08
CONCRETE PAD.
DETAIL A / D8.4
10+50
11+00
11+50
12+00
12+50
13+00
13+50
14+00
14+50
15+00
15+50
.3
.3
EXISTING GRADE
(SURVEY TOPO)
TOP OF POND LINER
10+00
24'
ACCESS ROAD
(GRAVEL)
TOP OF BANK
EL 624.00
TOP OF BANK
EL 624.00
KETTLE DRAIN INVERT
EL 614.58
EL 619.50
HARVEST KETTLE
TOP OF CONCRETE= 617.00
6' 6'
24'
ACCESS ROAD
(GRAVEL)
6' 6'
EL 619.50
2 FT F.B.
DIVERSION
DITCH
EL 624.36
EL 624.00
EL 624.36
EL 624.00
SEE SHEET S8.2
FOR DRAIN TILE
DETAILS
B
A
C
D
4321 5
4321 5
B
A
C
D
PROJECT FOR
SCALE
SHEET NAME
SHEET NUMBER
DESCRIPTIONDATEMARK
PROJECT NUMBER
ORIGINAL ISSUE
FILE NAME
TERRA MCPARLAND
10052369
MICHIGAN DNR
FISHERIES DIVISION
THOMPSON STATE
FISH HATCHERY
944 S. State Highway M149
Manistique, MI 49854-8922
File No. 751/16262.JAG
Index Nos. 11856 & 83340
CIVIL ENGINEER
STRUCTURAL ENGINEER
MECHANICAL ENGINEER
ELECTRICAL ENGINEER
RICHARD DIRKS
BRUCE BRADLEY
PJ DAUGHTON
TROY TALSMA
RICHARD SCHMUDDE
RENOVATE AND CONSTRUCT
PROJECT MANAGER
ARCHITECT
NEW COOL WATER FACILITY
06/05/2018 PHASE 400 50% SUBMITTAL
08/14/2018 PHASE 400 90% SUBMITTAL
10/15/2018 PHASE 500 50% SUBMITTAL
12/17/2018 PHASE 500 90% SUBMITTAL
COOL WATER
ONE ACRE POND
TYPICAL PLAN
AND PROFILE
AS SHOWN
C1.13
C1.13.dwg
ONE ACRE POND PLAN
SCALE: 1"=30'
3030 0
SCALE IN FEET
ONE ACRE POND PROFILE
SCALE: 1" = 30' H ; 1" = 6' V
C1.20
PLAN NORTH TRUE NORTH
S
T
A
M
I
C
H
I
G
A
N
L I C
E
N
S
O
F
E S S
I O
N
G
I
N
E E
R
TROY A.
TALSMA
ENGINEER
No.
6201067799
02/20/2019 ISSUED FOR BIDDINGA
C p w w o r k i n g c e n t r a l d
C d w g
L a y o u t
P
M b r k i n g
S
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TERRA L.
McPARLAND
ENGINEER
No.
6201067621
10+00 11+00 12+00 13+00 13+50
-1.50%
TOP OF DIKE
HARVEST KETTLE
ACCESS ROAD
HARVEST KETTLE
SEE SHEET S8.1
OUTLET
STRUCTURE
WALKWAY
PLATFORM
DRAIN TILE
SEE SITE PLAN
FOR ROAD DESIGN
(GRAVEL, TYP.)
STEPS
ACCESS ROAD
HARVEST KETTLE
ACCESS ROAD
CONCRETE PAD
DETAIL A / D8.4
-3.00:1
-3.00:1
R
R
R
R
EL 616.21
EL 614.45
EL 614.47
EL 616.24
EL 616.03
EL 614.45
EL 614.47
EL 614.00
EL 614.00
TOP OF SLOPE
6'6'
NOTE:
REFER TO SHEET C1.5
FOR POND AND KETTLE
LAYOUT COORDINATES.
10+50
11+00
11+50
12+00
12+50
13+00
13+75
TOP OF BANK
EL 624.00
TOP OF BANK
EL 624.00
30'
ACCESS
ROAD (GRAVEL)
.5
KETTLE DRAIN
INVERT EL 611.58
DRAIN.
SEE SHEET D1.4
6' 6'
24'
KETTLE ACCESS
ROAD (GRAVEL)
6' 6'
HARVEST KETTLE
TOP OF CONCRETE = 614.00
EXISTING GRADE
(SURVEY TOPO)
EL 616.03
TOP OF POND LINER
EL 624.36
EL 624.00
EL 624.36
EL 624.00
10+00
SEE SHEET S8.2
FOR DRAIN TILE
DETAILS
10+00 11+00 12+00 13+00 13+68.74
TOP OF DIKE
ACCESS ROAD
HARVEST KETTLE
ACCESS ROAD
TOP OF DIKE
SOLAR POND
12' 6' 4'
TOP OF SLOPE
24' 6'6'
4'
-1.00%
4'
R
R
R
R
EL 621.00
EL 621.35
EL 621.37
EL 623.39
EL 623.37
EL 623.15
EL 628.24 EL 628.36
EL 628.36EL 628.24
EL 628.24
EL 628.24
EL 628.24
EL 628.42
BOTTOM OF
SLOPE
EL 628.24
EL 628.42
EL 628.00
EL 628.00
EL 628.36
628 628
EL 628.48
EL 628.48
EL 628.42
DRAIN TILE
WALKWAY PLATFORM
OUTLET STRUCTURE
SEE DETAIL A / D8.4
NOTE:
REFER TO SHEET C1.5
FOR POND AND KETTLE
LAYOUT COORDINATES.
EL 623.42
EL 623.42
10+50
11+00
11+50
12+00
12+50
13+00
13+50
13+75
EXISTING GRADE
(SURVEY TOPO)
12'
ACCESS
ROAD
6' 6'
24'
ACCESS
ROAD (GRAVEL)
6' 6'
1.00%
TOP OF POND LINER
2 FT F.B.
DIVERSION DITCH
CONTROL
STRUCTURE
DRAIN.
SEE SHEET D1.4
EL 628.00
EL 628.00
EL 623.15
EL 621.00
EL 628.00
EL
628.00
EL 628.36
10+00
EL 628.24
INV = 621.00
SEE SHEET S8.2
FOR DRAIN TILE
DETAILS
B
A
C
D
4321 5
4321 5
B
A
C
D
PROJECT FOR
SCALE
SHEET NAME
SHEET NUMBER
DESCRIPTIONDATEMARK
PROJECT NUMBER
ORIGINAL ISSUE
FILE NAME
TERRA MCPARLAND
10052369
MICHIGAN DNR
FISHERIES DIVISION
THOMPSON STATE
FISH HATCHERY
944 S. State Highway M149
Manistique, MI 49854-8922
File No. 751/16262.JAG
Index Nos. 11856 & 83340
CIVIL ENGINEER
STRUCTURAL ENGINEER
MECHANICAL ENGINEER
ELECTRICAL ENGINEER
RICHARD DIRKS
BRUCE BRADLEY
PJ DAUGHTON
TROY TALSMA
RICHARD SCHMUDDE
RENOVATE AND CONSTRUCT
PROJECT MANAGER
ARCHITECT
NEW COOL WATER FACILITY
06/05/2018 PHASE 400 50% SUBMITTAL
08/14/2018 PHASE 400 90% SUBMITTAL
10/15/2018 PHASE 500 50% SUBMITTAL
12/17/2018 PHASE 500 90% SUBMITTAL
COOL WATER
HALF ACRE AND
SOLAR POND TYPICAL
PLAN AND PROFILE
AS SHOWN
C1.14
C1.14.dwg
HALF ACRE POND PLAN
SCALE: 1"=30'
HALF ACRE POND PROFILE
SCALE: 1" = 30' H ; 1" = 6' V
3030 0
SCALE IN FEET
SOLAR POND PLAN
SCALE: 1" = 30'
SOLAR POND PROFILE
SCALE: 1" = 30' H ; 1" = 6' V
C1.20
C1.20
PLAN NORTH
PLAN NORTH
TRUE NORTH
TRUE NORTH
S
T
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E S S
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E E
R
TROY A.
TALSMA
ENGINEER
No.
6201067799
02/20/2019 ISSUED FOR BIDDINGA
C p w w o r k i n g c e n t r a l d
C d w g
L a y o u t
P
M b r k i n g
S
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F
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S S
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N
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I
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E E
R
TERRA L.
McPARLAND
ENGINEER
U
L
A
N
D
U G
T U
G T
U G
T
U G
T
U G
T
U G
T
U G
T
U
G
T
U G
T
U
G
T
U
G
T
U G
T
U
G
T
U G
T
U G
T
U G
T
U G
T
U G
T
U
G
T
U G
T
NEW ENTRANCE ROAD
12'-6" X 4'-8"
CONCRETE PAD.
DETAIL 2/C1.22.
SOLAR POND
PERIMETER ACCESS ROAD.
GRAVEL - SEE DETAIL 6 / C1.21
S T
A T
E
H
I G
H W
A Y
FUTURE UV
DRUM FILTER
50 FT X 20 FT
40"X52"
CONCRETE PAD
FOR CHILLER
H E
A D
B O
X
6 FT HIGH X 30' WIDE
DOUBLE SWING
CHAINLINK GATES.
DETAIL 1/C1.21
40"X52"
CONCRETE PAD
FOR CHILLER
M
40.5'50.5'
ASPHALT - SEE DETAIL 5 / C1.21
DITCH. REFER TO
GRADING PLAN C1.7
R
R
10'
(4) 1000 GALLON
PROPANE TANKS
2'
PIPE BOLLARDS SPACED AT
6'-0" O.C. MAX WITH 3'-0"
CLEARANCE FROM TANKS.
REFER TO DETAIL 5 / C1.22
4'
4'
10'-0" SQ. CONCRETE PAD
FOR TRANSFORMER
COOL WATER
BUILDING
FFE 630.00
PERIMETER ACCESS ROAD.
GRAVEL - SEE DETAIL 6 / C1.21
R
R
60'
DOMESTIC WASTE
LEACH FIELD. REFER
TO SHEET D1.4 FOR
MORE INFORMATION.
10'
48"X72" CONCRETE
PAD FOR LOX TANKS
8'
6 FT HIGH CHAINLINK
FENCE. DETAIL 3/C1.21.
CONCRETE FROST SLABS AT ALL
EXTERIOR DOORS, TYPICAL. REFER TO
STRUCTURAL AND ARCHITECTURAL
PLANS FOR MORE INFORMATION.
N:412629.06
E:26414598.89
N:412721.68
E:26414718.14
N:412691.67
E:26414690.17
N:412615.37
E:26414673.46
GENERATOR
2'
KEY NEW EDGE OF ASPHALT
INTO EXISTING EDGE OF
PAVEMENT. DETAIL 4 / C1.22
DITCH. REFER TO
GRADING PLAN C1.7
N:412536.65
E:26414670.66
N:412629.28
E:26414789.91
N:412547.18
E:26414649.98
N:412567.54
E:26414633.89
N:412529.11
E:26414584.41
N:412504.39
E:26414594.97
N:412543.44
E:26414517.11
N:412435.29
E:26414585.35
6 FT HIGH
CHAINLINK FENCE.
DETAIL 3/C1.21.
6 FT HIGH
CHAINLINK FENCE.
DETAIL 3/C1.21.
N:412671.80
E:26414763.21
N:412652.85
E:26414777.94
N:412683.50
E:26414817.39
INSTALL NEW GUARDRAIL
AND SALVAGED TERMINAL
NOTE: REFER TO ARCHITECTURAL, MECHANICAL, AND
ELECTRICAL PLANS FOR MORE INFORMATION ON
CONCRETE PADS AROUND COOLWATER BUILDING.
R
R
LIMITS OF WETLAND
INTERMITTENT CREEK
CENTERLINE
DOMESTIC WELL
GRAVEL PARKING LOT
DETAIL 6 / C1.21
EXISTING UTILITY POLE (DO NOT
DISTURB). COORDINATE WITH ELECTRIC
COMPANY TO RESET GUY WIRE.
(FOUNDATION WALLS
SHOWN AS FOOTPRINT)
N:412652.18
E:26414720.84
N:412654.86
E:26414642.79
N:412523.31
E:26414549.38
LIMITS OF
DISTURBANCE
N:412717.96
E:26414721.03
2'
N:412645.83
E:26414777.06
N:412672.68
E:26414756.20
PUMP CHAMBER
SEPTIC TANK
3.5'
18'
B
A
C
D
4321 5
4321 5
B
A
C
D
PROJECT FOR
SCALE
SHEET NAME
SHEET NUMBER
DESCRIPTIONDATEMARK
PROJECT NUMBER
ORIGINAL ISSUE
FILE NAME
TERRA MCPARLAND
10052369
MICHIGAN DNR
FISHERIES DIVISION
THOMPSON STATE
FISH HATCHERY
944 S. State Highway M149
Manistique, MI 49854-8922
File No. 751/16262.JAG
Index Nos. 11856 & 83340
CIVIL ENGINEER
STRUCTURAL ENGINEER
MECHANICAL ENGINEER
ELECTRICAL ENGINEER
RICHARD DIRKS
BRUCE BRADLEY
PJ DAUGHTON
TROY TALSMA
RICHARD SCHMUDDE
RENOVATE AND CONSTRUCT
PROJECT MANAGER
ARCHITECT
NEW COOL WATER FACILITY
06/05/2018 PHASE 400 50% SUBMITTAL
08/14/2018 PHASE 400 90% SUBMITTAL
10/15/2018 PHASE 500 50% SUBMITTAL
12/17/2018 PHASE 500 90% SUBMITTAL
COOL WATER
INCUBATION BUILDING
SITE PLAN
1"=20'
C1.15
C1.15.dwg 2020 0
SCALE IN FEET
PLAN NORTH TRUE NORTH
GENERAL NOTES
1. TOPOGRAPHIC INFORMATION WAS PROVIDED
BY A FIELD SURVEY PERFORMED BY
NORTHWEST DESIGN GROUP, LLC AND OHM
ADVISORS IN APRIL 5-9, APRIL 18-19, JUNE 5-6,
2017, SEPT. 17-21, 2018
CONTACT:
DAVE BOYLE
OHM ADVISORS
2940 PARKVIEW DRIVE
PETOSKEY, MI 49770
P: (231) 344-1157
2. HORIZONTAL CONTROL IS BASED ON MICHIGAN
STATE PLANE COORDINATE SYSTEM NORTH
ZONE NAD83(2011).
3. ELEVATIONS ARE MICHIGAN STATE PLANE
COORDINATE SYSTEM NORTH ZONE GEOID12B
NAVD88.
CONCRETE R/W MARKER
24" ROCK
S
T
A
M
I
C
H
I
G
A
N
L I C
E
N
S
O
F
E S S
I O
N
G
I
N
E E
R
TROY A.
TALSMA
ENGINEER
No.
6201067799
02/20/2019 ISSUED FOR BIDDINGA
C p w w o r k i n g c e n t r a l d
C d w g
P l o t
P
M b r k i n g
S
T
A
M
I
C
H
I
G
A
N
L I C
E
N
S
O
F
E
S S
I
O
N
G
I
N
E E
R
TERRA L.
McPARLAND
ENGINEER
18" RCP CULVERT
INV 626.28
CONCRETE R/W MARKER
UTILITY POLE AND GUY WIRE
U
P
L
A
N
D
WETLANDS
U G
T U
G T
U G
T
U G
T
U G
T
U G
T
U G
T
U
G
T
U G
T
U
G
T
U
G
T
U G
T
U
G
T
U G
T
U G
T
U G
T
U G
T
U G
T
U G
T
U G
T
COOL WATER
INCUBATION
BUILDING
FFE 630.00
A
P
P
R
O
X
I
M
A
T
E
EL 628.60
EL 628.62
EL 628.62
EL 628.62
EL 628.75
EL 628.97
EL 629.16
EL 628.97
EL 630.00
EL 630.00
EL 630.00
EL 630.00
EL 629.87
EL 629.88
EL 629.05
EL 628.84
EL 624.50
EL 630.00
EL 630.00
EL 630.00
EL 630.00
EL 630.00
EL 630.00
EL 629.07
2' F.B. DITCH WITH
3:1 SIDE SLOPES
2' F.B. DITCH WITH
3:1 SIDE SLOPES
EL 626.67
EL 625.50
EL 633.86
EL 634.16
EL 635.72
EL 635.31
-2.45%
-8.67%
-3:1
-2.08%
EL 635.45
EL 636.14
EL 625.28
EL 626.53
EL 628.42
EL 628.42
EL 628.24
INTERMITTENT CREEK
CENTERLINE
LIMITS OF WETLAND
DOMESTIC
WELL
LIMITS OF DISTURBANCE
EL 628.36
EL 628.12
EL 628.36
EL 628.24
EL 628.36
EL 628.12
EL 628.60
EL 628.36
EL 628.12
EL 629.36
EL 629.12
EL 629.12
EL 629.14
EL 629.36
EL 629.12
EL 629.03
EL 626.28
EL 626.00
EL 628.12
EL 629.28
DOMESTIC WASTE
LEACH FIELD. REFER
TO SHEET D1.4 FOR
MORE INFORMATION
EL 626.50
EL 626.68
EL 626.50
EL 626.00
EL 626.00
EL 626.18
B
A
C
D
4321 5
4321 5
B
A
C
D
PROJECT FOR
SCALE
SHEET NAME
SHEET NUMBER
DESCRIPTIONDATEMARK
PROJECT NUMBER
ORIGINAL ISSUE
FILE NAME
TERRA MCPARLAND
10052369
MICHIGAN DNR
FISHERIES DIVISION
THOMPSON STATE
FISH HATCHERY
944 S. State Highway M149
Manistique, MI 49854-8922
File No. 751/16262.JAG
Index Nos. 11856 & 83340
CIVIL ENGINEER
STRUCTURAL ENGINEER
MECHANICAL ENGINEER
ELECTRICAL ENGINEER
RICHARD DIRKS
BRUCE BRADLEY
PJ DAUGHTON
TROY TALSMA
RICHARD SCHMUDDE
RENOVATE AND CONSTRUCT
PROJECT MANAGER
ARCHITECT
NEW COOL WATER FACILITY
06/05/2018 PHASE 400 50% SUBMITTAL
08/14/2018 PHASE 400 90% SUBMITTAL
10/15/2018 PHASE 500 50% SUBMITTAL
12/17/2018 PHASE 500 90% SUBMITTAL
COOL WATER
INCUBATION BUILDING
GRADING PLAN
1"=20'
C1.16
C1.16.dwg2020 0
SCALE IN FEET
PLAN NORTH TRUE NORTH
GENERAL NOTES
1. TOPOGRAPHIC INFORMATION WAS PROVIDED
BY A FIELD SURVEY PERFORMED BY
NORTHWEST DESIGN GROUP, LLC AND OHM
ADVISORS IN APRIL 5-9, APRIL 18-19, JUNE 5-6,
2017, SEPT. 17-21, 2018
CONTACT:
DAVE BOYLE
OHM ADVISORS
2940 PARKVIEW DRIVE
PETOSKEY, MI 49770
P: (231) 344-1157
2. HORIZONTAL CONTROL IS BASED ON MICHIGAN
STATE PLANE COORDINATE SYSTEM NORTH
ZONE NAD83(2011).
3. ELEVATIONS ARE MICHIGAN STATE PLANE
COORDINATE SYSTEM NORTH ZONE GEOID12B
NAVD88.
S
T
A
M
I
C
H
I
G
A
N
L I C
E
N
S
O
F
E
S S
I
O
N
G
I
N
E E
R
TERRA L.
McPARLAND
ENGINEER
No.
6201067621
EXISTING HOUSE
FFE = 616.55
EXISTING GARAGE
FFE = 616.81
UNPAVED PATH
12" RCP CULVERT
INV 614.76
12" RCP CULVERT
INV 615.15
12" RCP CULVERT
INV 614.90
12" RCP CULVERT
INV 617.10
12" RCP CULVERT
INV 616.62
TELE PED. (2)
DRIVEWAY
TELE PED.
STORAGE
BUILDING
FFE 617.50
GRAVEL PARKING
DETAIL 6 / C1.21
DO NOT DISTURB
EXISTING GRAVEL
DRIVEWAY
R
R
DO NOT DISTURB
EXISTING BUILDINGS
AND SIDEWALKS
S
T
A
H
G
H
W
A
Y
M
TREE PROTECTION
FENCE AT CANOPY
DO NOT DISTURB
EXISTING UTILITY POLE
AND GUY WIRE(S)
SB 07
TREE PROTECTION
FENCE AT CANOPY
N:410629.06
E:26416204.20
N:410629.64
E:26416215.23
N:410665.67
E:26416135.58
N:410704.29
E:26416146.07
N:410657.74
E:26416233.90
N:410675.17
E:26416238.64
N:410693.79
E:26416184.67
N:410652.04
E:26416185.78
N:410781.48
E:26416167.08
B
A
C
D
4321 5
4321 5
B
A
C
D
PROJECT FOR
SCALE
SHEET NAME
SHEET NUMBER
DESCRIPTIONDATEMARK
PROJECT NUMBER
ORIGINAL ISSUE
FILE NAME
TERRA MCPARLAND
10052369
MICHIGAN DNR
FISHERIES DIVISION
THOMPSON STATE
FISH HATCHERY
944 S. State Highway M149
Manistique, MI 49854-8922
File No. 751/16262.JAG
Index Nos. 11856 & 83340
CIVIL ENGINEER
STRUCTURAL ENGINEER
MECHANICAL ENGINEER
ELECTRICAL ENGINEER
RICHARD DIRKS
BRUCE BRADLEY
PJ DAUGHTON
TROY TALSMA
RICHARD SCHMUDDE
RENOVATE AND CONSTRUCT
PROJECT MANAGER
ARCHITECT
NEW COOL WATER FACILITY
06/05/2018 PHASE 400 50% SUBMITTAL
08/14/2018 PHASE 400 90% SUBMITTAL
10/15/2018 PHASE 500 50% SUBMITTAL
12/17/2018 PHASE 500 90% SUBMITTAL
STORAGE BUILDING
SITE PLAN
1"=20'
C1.17
C1.17.dwg2020 0
SCALE IN FEET
PLAN NORTH TRUE NORTH
GENERAL NOTES
1. TOPOGRAPHIC INFORMATION WAS PROVIDED
BY A FIELD SURVEY PERFORMED BY
NORTHWEST DESIGN GROUP, LLC AND OHM
ADVISORS IN APRIL 5-9, APRIL 18-19, JUNE 5-6,
2017, SEPT. 17-21, 2018
CONTACT:
DAVE BOYLE
OHM ADVISORS
2940 PARKVIEW DRIVE
PETOSKEY, MI 49770
P: (231) 344-1157
2. HORIZONTAL CONTROL IS BASED ON MICHIGAN
STATE PLANE COORDINATE SYSTEM NORTH
ZONE NAD83(2011).
3. ELEVATIONS ARE MICHIGAN STATE PLANE
COORDINATE SYSTEM NORTH ZONE GEOID12B
NAVD88.
ALL WORK ON THIS SHEET IS
ASSOCIATED WITH
DEDUCTIVE ALTERNATE #1
S
T
A
M
I
C
H
I
G
A
N
L I C
E
N
S
O
F
E
S S
I
O
N
G
I
N
E E
R
TERRA L.
McPARLAND
ENGINEER
No.
6201067621
X
X
O
X
O
X
O
X
O
X
O
X O
X
O
X
O
X
O
X
O
X
O
X
O
X
O
X
O
EXISTING HOUSE
FFE = 616.55
EXISTING GARAGE
FFE = 616.81
UNPAVED PATH
12" RCP CULVERT
INV 614.76
12" RCP CULVERT
INV 615.15
12" RCP CULVERT
INV 614.90
12" RCP CULVERT
INV 617.10
12" RCP CULVERT
INV 616.62
TELE PED. (2)
DRIVEWAY
TELE PED.
STORAGE
BUILDING
FFE 617.50
LAYDOWN AREA
LIMITS OF DISTURBANCE
10 FT FLAT BOTTOM SWALE
SB 07
N:410721.19
E:26416208.60
N:410798.63
E:26416287.97
TRANSITION SWALE TO
EXISTING GRADE - NO DEPTH
EL 617.50
EL 617.10
EL 617.50
EL 617.50
EL 617.10
EL 617.10
EL 616.52
EL 616.63
EL 616.58
EL 616.65
EL 616.59
EL 616.44
EL 616.52
EL 616.58
EL 616.64
EL 616.64
EL 615.60
N:410777.40
E:26416256.01
ES41
E5
B
A
C
D
4321 5
4321 5
B
A
C
D
PROJECT FOR
SCALE
SHEET NAME
SHEET NUMBER
DESCRIPTIONDATEMARK
PROJECT NUMBER
ORIGINAL ISSUE
FILE NAME
TERRA MCPARLAND
10052369
MICHIGAN DNR
FISHERIES DIVISION
THOMPSON STATE
FISH HATCHERY
944 S. State Highway M149
Manistique, MI 49854-8922
File No. 751/16262.JAG
Index Nos. 11856 & 83340
CIVIL ENGINEER
STRUCTURAL ENGINEER
MECHANICAL ENGINEER
ELECTRICAL ENGINEER
RICHARD DIRKS
BRUCE BRADLEY
PJ DAUGHTON
TROY TALSMA
RICHARD SCHMUDDE
RENOVATE AND CONSTRUCT
PROJECT MANAGER
ARCHITECT
NEW COOL WATER FACILITY
06/05/2018 PHASE 400 50% SUBMITTAL
08/14/2018 PHASE 400 90% SUBMITTAL
10/15/2018 PHASE 500 50% SUBMITTAL
12/17/2018 PHASE 500 90% SUBMITTAL
STORAGE BUILDING
GRADING AND
EROSION CONTROL
PLAN
1"=20'
C1.18
C1.18.dwg2020 0
SCALE IN FEET
PLAN NORTH TRUE NORTH
GENERAL NOTES
1. TOPOGRAPHIC INFORMATION WAS PROVIDED
BY A FIELD SURVEY PERFORMED BY
NORTHWEST DESIGN GROUP, LLC AND OHM
ADVISORS IN APRIL 5-9, APRIL 18-19, JUNE 5-6,
2017, SEPT. 17-21, 2018
CONTACT:
DAVE BOYLE
OHM ADVISORS
2940 PARKVIEW DRIVE
PETOSKEY, MI 49770
P: (231) 344-1157
2. HORIZONTAL CONTROL IS BASED ON MICHIGAN
STATE PLANE COORDINATE SYSTEM NORTH
ZONE NAD83(2011).
3. ELEVATIONS ARE MICHIGAN STATE PLANE
COORDINATE SYSTEM NORTH ZONE GEOID12B
NAVD88.
4. REFER TO ALL EROSION AND SEDIMENT
CONTROL NOTES ON SHEET C1.8.
LEGEND
MAJOR TOPO CONTOUR
MINOR TOPO CONTOUR
SITE DISTURBANCE (THIS SHEET):
PROJECT SITE = ~0.75 Acres
DISTURBED AREA = ~0.65 Acres
IMPERVIOUS AREA = ~3,200 SF Increase
ES41: WATTLES
E5: DUST CONTROL
XO
LIMIT OF DISTURBANCE
ALL WORK ON THIS SHEET IS
ASSOCIATED WITH
DEDUCTIVE ALTERNATE #1
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ENGINEER
No.
6201067621
SANDBAG
BERM
5'
10 MIL PLASTIC
LINING
SECTION A-A
STAKE & FLAGGING
ON ALL SIDES
SANDBAG
A A
10 MIL PLASTIC
LINING
PLAN
TYPE "BELOW GRADE"
6" #2 STONE
APPROACH
GEOTEXTILE
UNDERLINING
M I N
20'
6" #2 STONE
APPROACH WITH
GEOTEXTILE LINING
GENERAL NOTE:
1. CONTRACTOR SHALL SIZE AND LOCATE WASHOUT PITS AS NEEDED.
PROVIDE A MINIMUM 6 CUBIC FEET OF CONTAINMENT AREA
VOLUME FOR EVERY 10 CUBIC YARDS OF CONCRETE POURED.
2. LOCATE A MINIMUM OF 50 FT. AWAY FROM ALL STORM DRAINAGE ,
DITCHES, AND OPEN WATER.
CONCRETE WASHOUT PIT
SCALE: 1"=20'
1.
2.
3.
4.
5.
6.
7.
STABILIZED CONSTRUCTION ACCESS ROAD SHOULD BE ESTABLISHED
AT THE ONSET OF THE CONSTRUCTION ACTIVITIES AND MAINTAINED
IN PLACE FOR THE DURATION OF THE CONSTRUCTION PROJECT.
INSTALLATION OF THIS PRACTICE SHOULD BE THE RESPONSIBILITY
OF THE SITE CLEARING OR EXCAVATING CONTRACTOR.
ACCESS LOCATION SHOULD BE CLEARED OF WOODY VEGETATION.
NON-WOVEN GEOTEXTILE FABRIC SHALL BE PLACED OVER THE
EXISTING GROUND PRIOR TO PLACING STONE.
ACCESS SIZE SHOULD BE A MINIMUM OF 50'. (30' FOR SINGLE
RESIDENCE LOT).
ACCESS WIDTH SHOULD BE 12' MINIMUM, FLARED AT THE EXISTING
ROAD TO PROVIDE A TURNING RADIUS.
CRUSHED AGGREGATE (2" TO 3"), OR RECLAIMED OR RECYCLED
CONCRETE EQUIVALENT, SHALL BE PLACED AT LEAST 8" DEEP OVER
THE LENGTH AND WIDTH OF THE INGRESS/EGRESS CORRIDOR.
PROFILE
EXISTING GROUND
12' MINIMUM
WIDTH EXISTING
PAVEMENT
10' MIN.
10' MIN.
NON-WOVEN GEOTEXTILE FABRIC
2"-3" CRUSHED ROCK (8" DEPTH)
* 50' MINIMUM LENGTH
LENGTH OF STABILIZED ROAD
PLAN VIEW
50' MINIMUM LENGTH
LENGTH OF STABILIZED ROAD
NOTES:
SEDIMENT
SUMP
FLOW
SEDIMENT SUMP
SEDIMENT SUMP
1. ESTABLISH STABILIZED CONSTRUCTION ENTRANCE PRIOR TO
THE INITIATION OF SITE CONSTRUCTION ACTIVITIES.
2. CARE SHOULD BE TAKEN TO PREVENT MATERIAL MOVEMENT
INTO ADJACENT WETLANDS/WATERBODIES.
3. CARE SHOULD BE TAKEN TO MAINTAIN EXISTING ROADSIDE
DRAINAGE VIA CULVERT INSTALLATION, WITH SEDIMENT SUMP
PLACED DOWNFLOW OF CULVERT.
INSTALL PARALLEL TO A CONTOUR.
1.
THE SILT FENCE SHOULD BE MADE OF WOVEN GEOTEXTILE FABRIC.2.
DIG A 6" TRENCH ALONG THE AREA WHERE THE FENCE IS TO BE INSTALLED.
3.
PLACE 6" OF THE SILT FENCE BOTTOM FLAP INTO THE TRENCH.
4.
5.
BACKFILL THE TRENCH WITH SOIL AND COMPACT THE SOIL ON BOTH
SIDES. CREATE A SMALL RIDGE ON THE UP-SLOPE SIDE OF THE FENCE.
6.
INSTALL WOODEN STAKES 6 - 10' APART AND DRIVE INTO THE GROUND A
MINIMUM OF 12".
7.
STAPLE THE GEOTEXTILE FABRIC TO THE WOODEN STAKES.8.
JOIN SECTIONS OF SILT FENCE BY WRAPPING ENDS TOGETHER (SEE
DRAWING).
9.
SILT FENCE SHOULD ACCOMODATE NO MORE THAN 1/2 TO 1 ACRE OF
DRAINAGE PER 100' OF FENCE AND ON SLOPES LESS THAN 1:2 (V:H).
SPACING 6-10' MAX.
1' MIN.
6" ANCHOR TRENCH
FENCE POSTS DRIVEN
INTO GROUND 1' MIN.
SILT FENCE B
SILT FENCE A
FABRIC TO BE
WRAPPED AROUND
FENCE POST
1' MIN.
UNDISTURBED
VEGETATION
GEOTEXTILE FILTER
FABRIC FASTENED ON
UPHILL SIDE, TOWARDS
EARTH DISRUPTION
RIDGE OF COMPACTED
EARTH ON UPHILL SIDE
OF FILTER FABRIC
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6"x6" ANCHOR TRENCH
ROLL JOINTS
ROLL JOINT
IDENTIFY A SUITABLE SOURCE OF LOCALLY APPROPRIATE
VEGETATION. CHOOSE SPECIES APPROPRIATE FOR SOIL TYPE,
HABITAT, AND OTHER SPECIFIC SITE CHARACTERISTICS (SEE LIVE
STAKING E21 FOR SUITABLE SPECIES).
LAY OUT CONTOUR INTERVAL ON SLOPE.
REVIEW SLOPE STEEPNESS TO DETERMINE NECESSARY SPACING
INTERVAL, TRENCH LENGTH, AND MATERIAL NEEDS. (CONSULT
TABLE FOR APPROPRIATE SPACING INTERVAL.)
PREPARE DEAD STOUT STAKES 30-36" IN LENGTH BY DIAGONALLY
CUTTING 2 X 4S ACROSS THE 4" WIDTH TO MAKE 2 STAKES FROM
EACH 2X4.
PREPARE WATTLE 4-15" IN DIAMETER, TO DESIRED LENGTH, WITH
TAPERED ENDS, BOUND WITH TWINE EVERY 12-15". MATERIAL IS
BEST COLLECTED FOLLOWING ONSET OF LATE FALL UP TO EARLY
SPRING BREAK OF DORMANCY.
STARTING AT SLOPE BASE, HAND DIG TRENCH 12-18" WIDE ALONG
LEVEL CONTOUR, DEEP ENOUGH TO ACCOMMODATE MOST OF THE
WATTLE DIAMETER.
PLACE WATTLE IN PREPARED TRENCH.
DRIVE DEAD STOUT STAKES INTO SLOPE, SPACING THEM 2-3' APART,
DIRECTLY THROUGH WATTLE ALONG ITS ENTIRE LENGTH.
INSTALL LIVE STAKES BETWEEN DEAD STAKES ON DOWNSLOPE SIDE
OF BUNDLE. LEAVE LIVE STAKES PROTRUDING 2-3" ABOVE WATTLE.
BACKFILL TRENCH WITH MOIST SOIL ALONG SIDE OF WATTLE
LEAVING TOP 2-3" OF WATTLE EXPOSED. COMPACT SOIL TO
ELIMINATE AIR POCKETS AROUND BURRIED WATTLES.
MOVE UPSLOPE THE APPROPRIATE CONTOUR INTERVAL DISTANCE,
REPEAT PRECEEDING STEPS. REPEAT PROCESS UNTIL REACHING
TOP OF SLOPE.
MULCH BETWEEN WATTLES, USING MULCH BLANKETS ON SLOPES
1:2 OR STEEPER.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
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VARIES
WATTLE BUNDLES
(4"-15" DIAMETER)
DEAD STOUT STAKES
(30-36" IN LENGTH
3-4' SPACING)
PREPARED
TRENCH
(DEPTH >1/2
WATTLE
DIAMETER)
ANCHOR STAKE
BACKFILL WITH
MOIST SOIL -
TAMP AND
COMPACT
TWINE TIES
(12"-15" O.C.)
LIVE BRANCHES
(STAGGER THROUGHOUT
BUNDLE WITH 18" OVERLAP)
WATTLE BUNDLE
(TAPER BOTH ENDS)
LIVE STAKE
(30-36" IN LENGTH
SPACED BETWEEN
DEAD STAKES)
* SPACING INTERVAL
EXPOSE TOP
2-3" OF WATTLE
WATTLE
BUNDLES
(4"-15" IN
DIAMETER)
5-30'
ADAPTED FROM NRCS, SOMERSET, NJ
1.
2.
3.
4.
5.
6.
7.
8.
THE CHECK DAM SHALL BE CONSTRUCTED OF ROCK ONLY.
THE ROCK SHALL BE PLACED ON NON-WOVEN GEOTEXTILE FABRIC.
REMOVE WOODY VEGETATION PRIOR TO PLACING NON-WOVEN
GEOTEXTILE FABRIC.
NON-WOVEN GEOTEXTILE FABRIC SHALL BE INSET A MINIMUM OF 3"
BELOW ADJACENT GRADES.
THE CHECK DAM SHALL BE CONSTRUCTED OF 4"-8" STONE. THE
STONE SHALL BE PLACED TO COMPLETELY COVER THE WIDTH OF
THE FLOW CORRIDOR AND SHALL BE KEYED INTO ADJACENT BANKS.
THE MIDDLE OF THE CHECK DAM SHALL BE LOWER THAN THE OUTER
EDGES, SUCH THAT NO FLOW GOES AROUND THE STRUCTURE.
THE UP-STREAM SIDE OF THE CHECK DAM CAN BE LINED WITH
SMALLER CRUSHED AGGREGATE TO IMPROVE EFFICIENCY.
SLOPES OF CHECK DAM SHOULD BE 1:2 OR FLATTER.
MIN.
18"
TOP OF BANK
SPACING
NON-WOVEN GEOTEXTILE
4" TO 8" STONE
CROSS SECTION
6" MIN.
PROFILE
NON-WOVEN GEOTEXTILE
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PROFILE
2X
A
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DITCH
F
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FLOW
CENTER DEPRESSED
NOTE: BASE WIDTH SHOULD BE AT LEAST 2X THE HEIGHT
VARIES WITH SLOPE
VARIES
F
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B O
T T
O M
O F
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1' THICK LAYER 3/4"
TO 1-1/2" CRUSHED
AGGREGATE
(WASHED)
4"-8" ROCK
SUBEXCAVATE
BELOW
FLOWLINE
NON-WOVEN
GEOTEXTILE
FABRIC
NON-WOVEN
GEOTEXTILE
FABRIC
REVIEW SESC PLAN AND CONSTRUCTION PHASING TO IDENTIFY
AREAS IN NEED OF PERMANENT VEGETATIVE STABILIZATION.
SEED MIXES VARY. HOWEVER, THEY SHOULD CONTAIN NATIVE SPECIES.
DORMANT SEED MIXES ARE FOR USE AFTER THE GROWING SEASON, USING SEED
WHICH LIES DORMANT IN THE WINTER AND BEGINS GROWING AS SOON AS SITE
CONDITIONS BECOME FAVORABLE.
SELECT PERENNIAL GRASS AND GROUND COVER FOR PERMANENT COVER.
SEED MIXES SHOULD BE SELECTED THROUGH CONSULTATION WITH A
CERTIFIED SEED PROVIDER AND WITH CONSIDERATION OF SOIL TYPE,
LIGHT, MOISTURE, USE APPLICATIONS, AND NATIVE SPECIES CONTENT.
SOIL TESTS SHOULD BE PERFORMED TO DETERMINE THE NUTRIENT AND PH
LEVELS IN THE SOIL. THE PH MAY NEED TO BE ADJUSTED TO BETWEEN 6.5 AND 7.0.
PREPARE A 3-5" DEEP SEEDBED, WITH THE TOP 3-4" CONSISTING OF TOPSOIL.
SLOPES STEEPER THAN 1:3 SHOULD BE ROUGHENED.
APPLY SEED AS SOON AS POSSIBLE AFTER SEEDBED PREPARATION. SEED MAY
BE BROADCAST BY HAND, HYDROSEEDING, OR BY USING MECHANICAL DRILLS.
MULCH IMMEDIATELY AFTER SEEDING.
10.
9.
8.
7.
6.
4.
5.
3.
2.
1.
MINIMIZE LENGTH OF TIME VULNERABLE AREAS ARE EXPOSED ON
CONSTRUCTION SITE.
QUICKLY STABILIZE EXPOSED SOIL BY VEGETATION, MULCH, SOIL
EROSION CONTROL BLANKETS, SPRAY-ON ADHESIVES, SPRINKLING,
OR STONE LAYERING TO MINIMIZE AREAS IN NEED OF DUST CONTROL.
FOLLOW MANUFACTURERS INSTRUCTIONS REGARDING APPLICATION OF
ANY DUST PALLIATIVE. PAY PARTICULAR ATTENTION TO MIXING DETAILS.
APPLY DUST SUPPRESSANT TO SURFACES USING A PRESSURE TYPE
WATER DISTRIBUTOR TRUCK EQUIPPED WITH A SPRAY SYSTEM.
THE NUMBER OF APPLICATIONS TO BE DETERMINED BY SITE ENGINEER.
IDENTIFY AND STABILIZE KEY ACCESS POINTS PRIOR TO INITIATING
CONSTRUCTION.
DUST CONTROL APPLICATIONS CAN INCLUDE WATERING, CHEMICAL
DUST SUPPRESSION, GRAVEL OR ASPHALT SURFACING, TEMPORARY
AGGREGATE COVER, AND HAUL TRUCK COVERS.
IMMEDIATELY CLEAN-UP SEDIMENT TRACKED ONTO PAVED ROADS.
LIMIT VEHICLE TRAFFIC TO 15 MILES PER HOUR.
UTILIZE AGGREGATE COVER ON ACCESS, PARKING, AND PAVED ROADS.
KEEP CONSTRUCTION TRAFFIC DIRECTED TO STABILIZED SITE ROADWAYS
WHEN POSSIBLE.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
E5
DUST CONTROL SPECIFICATIONS
SCALE: NTS
E8
PERMANENT SEEDING
SPECIFICATIONS
SCALE: NTS
ES31
CHECK DAM SPECIFICATIONS
SCALE: NTS
DIVERT CONCENTRATED FLOWS AWAY FROM THE SEEDED AREA
UNTIL VEGETATION IS ESTABLISHED.
PROTECT SEEDED AREAS FROM PEDESTRIAN OR VEHICULAR TRAFFIC.
11.
12.
ES41
WATTLES SPECIFICATIONS
SCALE: NTS
PLANTNING ZONES:
LOWER
PENINSULA
(SOUTH OF T20N)
ZONE 1
LOWER
PENINSULA
(NORTH OF T20N)
ZONE 2
UPPER
PENINSULA
ZONE 3
SEEDING WINDOW
PERMANENT SEEDING
4/15-10/10 5/1-10/1 5/1-9/20
SEEDING WINDOW
DORMANT SEEDING
11/15-FREEZE 11/01-FREEZE 11/01-FREEZE
ZONE 1
LOWER
PENINSULA
(SOUTH OF U.S. 10)
ZONE 2
LOWER
PENINSULA
(NORTH OF U.S.
10)
ZONE 3
UPPER
PENINSULA
SEEDING DATES
(WITH IRRIGATION OR
MULCH)
4/1-8/1 5/1-9/20 5/1-9/10
SEEDING DATES
(WITHOUT IRRIGATION
OR MULCH)
4/1-5/20
OR
8/10-10/1
5/1-6/10
OR
8/1-9/20
5/1-6/15
OR
8/1-9/20
DORMANT SEEDING
DATES*
11/1-FREEZE 10/25-FREEZE 10/25-FREEZE
SOURCE: ADAPTED FROM MDOT INTERIM 2003 STANDARD SPECIFICATIONS FOR CONSTRUCTION
SOURCE: ADAPTED FROM USDA NRCS TECHNICAL GUIDE #342 (1999)
* DORMANT SEEDING IS FOR USE IN THE LATE FALL AFTER THE SOIL
TEMPERATURE REMAINS CONSISTENTLY BELOW 50 F, PRIOR TO THE GROUND
FREEZING. THIS PRACTICE IS APPROPRIATE IF CONSTRUCTION ON A SITE IS
COMPLETED IN THE FALL BUT THE SEED WAS NOT PLANTED PRIOR TO
RECOMMENDED SEEDING DATES. NO SEED GERMINATION WILL TAKE PLACE
UNTIL SPRING. A COOL SEASON ANNUAL GRASS MAY BE ADDED IN AN ATTEMPT
TO HAVE SOME FALL GROWTH.
MULCH MUST BE USED WITH DORMANT SEED.
DO NOT SEED WHEN THE GROUND IS FROZEN OR SNOW COVERED.
DO NOT USE A DORMANT SEED MIX ON GRASSED WATERWAYS.
SLOPE 1:1 1:2 1:3 1:4 1:6
CONTOUR
INTERVAL
3' 4' 5' 6' 8'
S51
SILT FENCE SPECIFICATIONS
SCALE: NTS
S53
ENTRANCE STABILIZED CONSTRUCTION
ACCESS SPECIFICATIONS
SCALE: NTS
B
A
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4321 5
4321 5
B
A
C
D
PROJECT FOR
SCALE
SHEET NAME
SHEET NUMBER
DESCRIPTIONDATEMARK
PROJECT NUMBER
ORIGINAL ISSUE
FILE NAME
TERRA MCPARLAND
10052369
MICHIGAN DNR
FISHERIES DIVISION
THOMPSON STATE
FISH HATCHERY
944 S. State Highway M149
Manistique, MI 49854-8922
File No. 751/16262.JAG
Index Nos. 11856 & 83340
CIVIL ENGINEER
STRUCTURAL ENGINEER
MECHANICAL ENGINEER
ELECTRICAL ENGINEER
RICHARD DIRKS
BRUCE BRADLEY
PJ DAUGHTON
TROY TALSMA
RICHARD SCHMUDDE
RENOVATE AND CONSTRUCT
PROJECT MANAGER
ARCHITECT
NEW COOL WATER FACILITY
06/05/2018 PHASE 400 50% SUBMITTAL
08/14/2018 PHASE 400 90% SUBMITTAL
10/15/2018 PHASE 500 50% SUBMITTAL
12/17/2018 PHASE 500 90% SUBMITTAL
EROSION CONTROL
DETAILS
AS NOTED
C1.19
C1.19.dwg
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ENGINEER
No.
6201067621
12/26/2018 PHASE 500 50% RESUBMITTAL
8 1/2"
3"Ø HOLE PUNCHED IN
CENTER OF 8 1/2" x 11" PIECE
5" x 6" CAP STRIP, SAME MATERIAL AS LINER
8 1/2" x 11" VENT REINFORCEMENT, SAME MATERIAL AS LINER
PVC PIPE BONDED TO CAP STRIP
CAP STRIP BONDED TO
VENT REINFORCEMENT
SPLIT 1 1/4"Ø PVC PIPE
6 " LONG
GAS VENT
BONDING ADHESIVE
AT CONTACT SURFACE
WATER BLOCK SEALANT
BEAD AT BATTEN
COMPACTED SUBGRADE
POND LINER
3/8" STAINLESS STEEL EXPANSION
ANCHORS ON 6" CENTERS, 2 1/2" MIN.
EMBEDMENT - CUT BOLT HEAD FLUSH
WITH NUT AND REMOVE BURRS.
2"x 1/4" ALUMINUM BATTEN WITH
1/16" RADIUS CORNERS MINIMUM
STAINLESS STEEL
WASHER
SEALANT, ENCAPSULATE EDGE
OF LINER AS SHOWN.
3/8" STAINLESS STEEL EXPANSION
ANCHORS ON 6" CENTERS, 2 1/2" MIN.
EMBEDMENT - CUT BOLT HEAD FLUSH
WITH NUT AND REMOVE ALL BURRS
2"x 1/4" ALUMINUM BATTEN
POND LINER
POND LINER
GEOTEXTILE
FABRIC
SEALANT, ENCAPSULATE EDGE
OF LINER AS SHOWN
WATER BLOCK SEALANT
BEAD AT BATTENS
COMPACTED SUBGRADE
BONDING ADHESIVE AT
CONTACT SURFACE
POND LINER
PIPE BOOT
SEE CLAMP DETAIL BELOW
BOOT FLANGE BONDED
TO LINER ALL AROUND
END OF
PIPE BOOT
SEALANT BETWEEN PIPE AND SHROUD
S.S. BAND CLAMP
1. ALL POND PENETRATIONS SHALL
BE FABRICATED AND ATTACHED
TO LINER PER LINER
MANUFACTURER'S
RECOMMENDATIONS.
2. EACH POND LINER REQUIRES A
4" MAKE-UP WATER PIPE
PENETRATION AT THE SHALLOW
END AND A 6" MAIN WATER
SUPPLY PIPE AT THE KETTLE
END.
NOTES:
BURIED PIPE
SEALANT
POND TOP OF SLOPE
GAS VENT, 40' SPACING ALONG
POND PERIMETER, TYPICAL.
POND LINER
EXISTING
SUBGRADE
ANCHOR TRENCH
(COMPACTED EARTH
BACKFILL)
2'-0" 2'-0"
EXISTING
SUBGRADE
GEOTEXTILE
FABRIC
VERTICAL WALL LINER ATTACHMENT DETAIL
NOT TO SCALE
POND LINER ATTACHMENT
AT KETTLE WALKWAY DETAIL
NOT TO SCALE
GAS VENT DETAIL
NOT TO SCALE
PIPE PENETRATION SHROUD
AND CLAMP DETAIL
NOT TO SCALE
ANCHOR TRENCH DETAIL
NOT TO SCALE
C1.20
C1.20
C1.20
C1.20
C1.20
C1.20
UNDERDRAIN SECTION
SCALE: 1" = 1'
1.00'
NON-WOVEN
GEOTEXTILE FABRIC
6"Ø PERFORATED
PVC PIPE
SAND
MEMBRANE LINER
B
A
C
D
4321 5
4321 5
B
A
C
D
PROJECT FOR
SCALE
SHEET NAME
SHEET NUMBER
DESCRIPTIONDATEMARK
PROJECT NUMBER
ORIGINAL ISSUE
FILE NAME
TERRA MCPARLAND
10052369
MICHIGAN DNR
FISHERIES DIVISION
THOMPSON STATE
FISH HATCHERY
944 S. State Highway M149
Manistique, MI 49854-8922
File No. 751/16262.JAG
Index Nos. 11856 & 83340
CIVIL ENGINEER
STRUCTURAL ENGINEER
MECHANICAL ENGINEER
ELECTRICAL ENGINEER
RICHARD DIRKS
BRUCE BRADLEY
PJ DAUGHTON
TROY TALSMA
RICHARD SCHMUDDE
RENOVATE AND CONSTRUCT
PROJECT MANAGER
ARCHITECT
NEW COOL WATER FACILITY
06/05/2018 PHASE 400 50% SUBMITTAL
08/14/2018 PHASE 400 90% SUBMITTAL
10/15/2018 PHASE 500 50% SUBMITTAL
12/17/2018 PHASE 500 90% SUBMITTAL
TYPICAL POND
LINER DETAILS
AS NOTED
C1.20
C1.20.dwg
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ENGINEER
No.
6201067621
C1.21
TYPICAL SWING GATE WITH BARBED WIRE
NOT TO SCALE
B A
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1. FOOTING WIDTH TO BE (4)X POST WIDTH.
NOTES:
ALL JOINTS
WELDED TO MAKE
A SOLID FRAME
MIN DEPTH 3'-6"
TENSION BAR
(TYP 4 SIDES)
2 1/2"
2" SQ GATE FRAME
(TYP 4 SIDES)
POST
OPENING - FACE TO FACE
GATE PLAN
GATE POSTGATE
(S) 2 1/4"
GATE ELEVATION
POST TOP 1'-1"
3"
W/ STRIKE STRAP
FULCRUM LATCH
FABRIC
CHAIN LINK
2. GATES MAY BE MANUALLY OR ELECTRICALLY OPERATED. HARDWARE WILL
VARY FOR ELECTRICALLY OPERATED GATES.
(S) 2 1/4"
DROP BAR
3. REFER TO DETAIL 2, THIS SHEET FOR DIMENSIONS.
3500 PSI CONCRETE FOOTINGS
SLOPE TOP MIN. 1" TO DRAIN
4. CENTER UPRIGHT REQUIRED ON GATE LEAVES 8'-0" & WIDER.
CENTER RAIL REQUIRED ON GATE LEAVES 10'-0" & HIGHER.
GATE POSTS
SQ & RND SIZES
3" SQ
4" OD
DOUBLE LEAF GATES
14'-0"
24'-0"
THROUGH
FACE TO FACE
OPENING
POST TO UPRIGHT
HINGE SPACE (S)
ROUND GATE POSTS:OR
2 1/4"
FOR SQUARE &
DOUBLE LEAF GATES
UPRIGHT HT (U)
ACTUAL DIM
6'-10"
BARBED WIRE
NOM HT INCLUDING
NOM HEIGHT (H)
7'-0"
U
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6' HIGH CHAIN LINK FENCE
WITH BARBED WIRE & TOP RAIL
NOT TO SCALE
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C1.21
GRADE
BARBED WIRE
CHAIN LINK
LINE POST
TENSION WIRE
END & CORNER POST
CORNER ARM
(OPTION)
BRACE RAIL
TRUSS ROD AT END
SECTIONS
POST BRACING
3500 PSI CONCRETE
FOOTINGS SLOPE TOP
MIN. 1" TO DRAIN
1. FOOTING WIDTHS TO BE (4)X POST WIDTH.
NOTE:
10'-0" MAX SPACING
STRETCHER BAR
NOTE:
1. PLACE FULL DEPTH THRU JOINTS WITH 1/2" X 5"
PREMOLDED EXPANSION JOINT FILLER WITH SEALANT AT
ALL STRUCTURES, POINT OF TANGENCY AND AT MINIMUM
25' INTERVALS.
2. CONTRACTION JOINTS @ 5'-0" INTERVALS.
3. SIDEWALK SHALL HAVE 2% CROSS SLOPE.
WALK
CONC
PREPARED SUBGRADE
AGGREGATE
DENSE GRADE
W1.4 WWF
6X6 - W1.4X
L
C
PREPARED SUBGRADE
JOINT SEALER
1/2" PREFORMED
CONCRETE SIDEWALK
SEALER. 1" DEEP
MASTIC JOINT
6X6 - W1.4 X W1.4 WWF
DIM VARIES - SEE PLAN
C
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C1.21
CONCRETE SIDEWALK
NOT TO SCALE
FINISHED
GRADE
DENSE GRADE
AGGREGATE
3" ASPHALT BASE COURSE
1" ASPHALT SURFACE COURSE
PROVIDE 12 INCH
SUBGRADE
COMPACTION TO 95%
STANDARD PROCTOR
12 INCHES PAST EDGE
OF ROAD SHOULDER.
8" DENSE GRADED AGGREGATE
C1.21
STANDARD DUTY
ASPHALT PAVEMENT SECTION DETAIL
1" = 1'-0"
NOTE: ALL WORK AND MATERIALS SHALL MEET MICHIGAN DEPT
OF TRANSPORTATION STANDARDS AND SPECIFICATIONS.
HINGE
LATCH
LATCH HOLDBACK
DROP BAR
HINGE
4", 6", 10" SQ
FOR 3", 4",
FOR POSTS:
10 3/4"
6 5/8", 8 5/8" AND
OD POSTS
DBA C E F
2 1/2", 3", 8" AND
GATE SINGLE GATE
DOUBLE GATE
ROUND POST
SQUARE POST
C1.21
TYPICAL SWING GATE HARDWARE
NOT TO SCALE
PROVIDE 12 INCH
SUBGRADE COMPACTION
TO 95% STANDARD
PROCTOR 12 INCHES PAST
EDGE OF ROAD SHOULDER.
C1.21
AGGREGATE ROAD SECTION
1" = 1'-0"
8" DENSE GRADED
AGGREGATE
B
A
C
D
4321 5
4321 5
B
A
C
D
PROJECT FOR
SCALE
SHEET NAME
SHEET NUMBER
DESCRIPTIONDATEMARK
PROJECT NUMBER
ORIGINAL ISSUE
FILE NAME
TERRA MCPARLAND
10052369
MICHIGAN DNR
FISHERIES DIVISION
THOMPSON STATE
FISH HATCHERY
944 S. State Highway M149
Manistique, MI 49854-8922
File No. 751/16262.JAG
Index Nos. 11856 & 83340
CIVIL ENGINEER
STRUCTURAL ENGINEER
MECHANICAL ENGINEER
ELECTRICAL ENGINEER
RICHARD DIRKS
BRUCE BRADLEY
PJ DAUGHTON
TROY TALSMA
RICHARD SCHMUDDE
RENOVATE AND CONSTRUCT
PROJECT MANAGER
ARCHITECT
NEW COOL WATER FACILITY
06/05/2018 PHASE 400 50% SUBMITTAL
08/14/2018 PHASE 400 90% SUBMITTAL
10/15/2018 PHASE 500 50% SUBMITTAL
12/17/2018 PHASE 500 90% SUBMITTAL
SITE DETAILS
AS NOTED
C1.21
C1.21.dwg
S
T
A
F M
I
C
H
I
G
A
N
L I C
E
N
S
O
F
E S S
I
O
N
G
I
N
E E
R
TERRA L.
McPARLAND
ENGINEER
No.
6201067621
C1.22
TYPICAL ROAD SECTION
NOT TO SCALE
/4
F
T T
Y P
CENTER LINE POINT 'A'
GRASS
3:1 POND SLOPE
2'
3:1 POND SLOPE
GRASS
DIKE WIDTH VARIES
SEE PLAN
2'
/4
"/F T
. T Y
P
HINGE POINT, TOP OF
SLOPE POINT 'B'
AGGREGATE ROAD.
SEE DETAIL 6 / C1.21
LINER TRENCH. SEE
TYPICAL DETAIL 3 / C1.20.
WIDTH
VARIES
2'2'
SAW CUT
EXISTING PAVEMENTNEW PAVEMENT
ASPHALT SURFACE COURSE
1'-0"
C1.22
EDGE KEY DETAIL
1" = 1'-0"
DENSE
GRADED
AGGREGATE
ASPHALT
BASE COURSE
6"
CLEAR (TYP ALL AROUND)
6" DIA STEEL PIPE,
FILL WITH CONCRETE
AND DOME TOP
FINISHED GRADE
(SEE PLANS)
SEALANT ALL
AROUND
SLOPE DOWN
1" TYP
C1.22
BOLLARD DETAIL
1/2"=1'-0"
C1.22
DITCH SECTION
NOT TO SCALE
2'
A
T
T
E
R
A
T
T
E
R
6" TYP
ALL SIDES
12'-6"
1'-6" THICK CONCRETE SLAB REINFORCED WITH #6 @
12" O.C., EACH WAY, TOP & BOTTOM. PLACE SLAB
OVER MINIMUM 6" COMPACTED GRANULAR FILL.
PROVIDE 1 3/4" CHAMFER ON ALL EXPOSED EDGES.
REINFORCE OPENINGS IN SLAB PER DETAIL 8 / S0.2.
GENERATOR
ELEV: 629.83
ALL CORNERS
OF PAD
X
40'
4' BERM 4' BERM
40'
40' X 10' ABSORPTION FIELD
4" DISTRIBUTION PIPE
626.50 (VARIES)
625.00
624.00
~619.0 (VARIES)
12" THICK ABSORPTION FIELD (1/2"- 2 1/2" WASHED STONE)
6" TOPSOIL
FILL SAND
MDOT 2NS
4" DISTSRIBUTION PIPE
NON-WOVEN FILTER FABRIC
A
C1.22
DOMESTIC WASTE LEACH FIELD
SCALE: 1" = 10'
4" FOOTER PIPE
4" HEADER PIPE
MONITORING PORT - 4" PVC, CAPPED ON
TOP, SOLID PIPE ABOVE-GROUND,
SOCKED PERFORATED PIPE BELOW
GROUND TO ORIGINAL GRADE
42" RISER
42" RISER
1000-GALLON
SEPTIC TANK
~APPROX. EL. 620.50
EL. 625.50
EL. 629.00
INV EL. 624.50
500-GALLON
PUMP CHAMBER
1 1/2" SCH 40 PVC
~ APPROX. EL. 620.00
OUTLET BAFFLE
FILTER (POLYLOK
PL122 OR EQUAL)
FINISH GRADE
INV. EL. 624.00
PUMP OFF
PUMP ON
ALARM ON
EL. 621.50
EL. 622.50
EL. 623.50
EFFLUENT DISCHARGE
TO ABSORPTION MOUND
48" RISER
C1.22
SEPTIC TANK AND PUMP CHAMBER
SCALE: 1/2" = 1'-0"
NOTES:
1. TANK AND PUMP CHAMBER TO BE VACUUM OR WATER TESTED TO CERTIFY WATER TANK TANKAGE.
PVC ACCESS RISERS SHALL BE WATER TIGHT, EPOXIED TO TANKAGE AND LIDS BOLTED DOWN.
2. RISERS SHALL BE PVC RISERS WITH GROMMET(S). BOND RISER TO TANK ADAPER WITH ADHESIVE.
DIMENSIONS SHALL BE 24" DIA (MIN) X 12" TALL (MIN.) RISERS SHALL HAVE TANK ADAPTERS (PRECAST
OR BOLTED) FOR CONNECTION TO TANK.
24" FIBERGLASS GASKETED
LIDS WITH STAINLESS
STEEL BOLTS. LID EL. 629.10
EFFLUENT DISCHARGE
TO PUMP CHAMBER
FILTER CARTRIDGE HANDLE
(FIELD CUT TO DESIRED LENGTH)
24" FIBERGLASS GASKETED
LID WITH STAINLESS STEEL
BOLTS. LID EL. 629.10
INLET TEE
ELECTRICAL SPLICE BOX WITH
CORD GRIPS. ROUTE CONDUIT
BACK TO CONTROL PANEL.
24" FIBERGLASS GASKETED
LID WITH STAINLESS STEEL
BOLTS. LID EL. 629.10
1 1/4" SCH 40 PVC
PIPE BOOT
1 1/4" TO 1 1/2" BUSHING
INV EL. 623.00
EASYPAK BEP30DD PUMP PACKAGE
INCLUDING PANE, PUMP, FLOATS,
AND PLUMBING
FLOATS AND FLOAT
STEM/SWITCH ASSEMBLY
48" RISER
UNION
TWO OR THREE PIECE
FULL PORT PVC OR
BRONZE BALL VALVE
SCH 80 PVC OR SCH 40 SST
INSECT-SCREENED
4" GALV STEEL
GOOSENECK VENT
EL. 625.00
B
A
C
D
4321 5
4321 5
B
A
C
D
PROJECT FOR
SCALE
SHEET NAME
SHEET NUMBER
DESCRIPTIONDATEMARK
PROJECT NUMBER
ORIGINAL ISSUE
FILE NAME
TERRA MCPARLAND
10052369
MICHIGAN DNR
FISHERIES DIVISION
THOMPSON STATE
FISH HATCHERY
944 S. State Highway M149
Manistique, MI 49854-8922
File No. 751/16262.JAG
Index Nos. 11856 & 83340
CIVIL ENGINEER
STRUCTURAL ENGINEER
MECHANICAL ENGINEER
ELECTRICAL ENGINEER
RICHARD DIRKS
BRUCE BRADLEY
PJ DAUGHTON
TROY TALSMA
RICHARD SCHMUDDE
RENOVATE AND CONSTRUCT
PROJECT MANAGER
ARCHITECT
NEW COOL WATER FACILITY
06/05/2018 PHASE 400 50% SUBMITTAL
08/14/2018 PHASE 400 90% SUBMITTAL
10/15/2018 PHASE 500 50% SUBMITTAL
12/17/2018 PHASE 500 90% SUBMITTAL
SITE DETAILS
AS NOTED
C1.22
C1.22.dwg
C1.22
CONCRETE SLAB FOR GENERATOR
SCALE: 1/2" = 1'-0"
S
T
A
I
C
H
I
G
A
N
L I C
E
N
S
O
F
E S S
I
O
N
G
I
N
E E
R
TERRA L.
McPARLAND
ENGINEER
No.
6201067621
B
C
D
4321 5
4321 5
B
A
C
D
PROJECT FOR
SCALE
SHEET NAME
SHEET NUMBER
DESCRIPTIONDATEMARK
PROJECT NUMBER
ORIGINAL ISSUE
FILE NAME
TERRA MCPARLAND
10052369
MICHIGAN DNR
FISHERIES DIVISION
THOMPSON STATE
FISH HATCHERY
944 S. State Highway M149
Manistique, MI 49854-8922
File No. 751/16262.JAG
Index Nos. 11856 & 83340
CIVIL ENGINEER
STRUCTURAL ENGINEER
MECHANICAL ENGINEER
ELECTRICAL ENGINEER
RICHARD DIRKS
BRUCE BRADLEY
PJ DAUGHTON
TROY TALSMA
RICHARD SCHMUDDE
RENOVATE AND CONSTRUCT
PROJECT MANAGER
ARCHITECT
NEW COOL WATER FACILITY
06/05/2018 PHASE 400 50% SUBMITTAL
08/14/2018 PHASE 400 90% SUBMITTAL
10/15/2018 PHASE 500 50% SUBMITTAL
12/17/2018 PHASE 500 90% SUBMITTAL
GENERAL
STRUCTURAL NOTES
NONE
S0.1
S0.1.dwg
GENERAL
G1. SCOPE
THE NOTES ON THIS SHEET AND THE STANDARD STRUCTURAL DETAILS ARE GENERAL AND APPLY
TO THE ENTIRE PROJECT WHETHER SPECIFICALLY CALLED OUT OR NOT, EXCEPT WHERE THERE
ARE SPECIFIC INDICATIONS TO THE CONTRARY ON STRUCTURAL SHEETS. IF THERE ARE
QUESTIONS, THEY SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER AND ANSWERED IN
WRITING PRIOR TO CONSTRUCTION.
G2. APPLICABLE SPECIFICATIONS AND CODES
A. 2015 MICHIGAN BUILDING CODE (MBC)I
B. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI-318-14
C. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ASCE 7-10.
D. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS ANSI/AISC 360-10
E. AMERICAN WELDING SOCIETY (AWS) D1.1, D1.3, D1.4.
F. ASTM MATERIAL STANDARDS AS NOTED.
G. CODE REQUIREMENTS FOR ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES ACI
350-06
H. LOCAL JURISDICTION AMENDMENTS
G3. DESIGN CRITERIA
1. APPLIES TO ALL STRUCTURES (UNO)
A. DEAD LOAD:
1. ACTUAL TRIBUTARY STRUCTURE WEIGHT
2. SUPERIMPOSED DEAD LOAD:
B. LIVE LOAD:
1. WALKWAYS, STAIRS, GRATING: 100 PSF
2. SLAB ON GRADE: 250 PSF
C. WIND:
1. ULTIMATE DESIGN WIND SPEED, Vult: 115 MPH
2. NOMINAL DESIGN WIND SPEED, Vasd: 89 MPH
3. EXPOSURE: C
4. IMPORTANCE FACTOR: 1.0
D. SEISMIC:
1. ABOVE GRADE, NON WATER BEARING STRUCTURES:
a. IMPORTANCE FACTOR: 1.0
b. SPECTRAL RESPONSE ACCELERATION, SS = 0.045g
c. SPECTRAL RESPONSE ACCELERATION, S1 = 0.025g
d. SITE CLASS: D
e. SEISMIC DESIGN CATEGORY: A
f. SPECTRAL RESPONSE COEFFICIENT, SDS = 0.048g
g. SPECTRAL RESPONSE COEFFICIENT, SD1 = 0.040g
E. SNOW LOAD:
1. GROUND SNOW LOAD = 60 PSF
2. FLAT ROOF SNOW LOAD = 40.32 PSF
3. EXPOSURE FACTOR = 1.20
4. IMPORTANCE FACTOR = 1.0
5. THERMAL FACTOR = 1.0
G4. THE FOLLOWING NON-CONTRACTUAL GEOTECHNICAL REPORTS HAVE BEEN DEVELOPED FOR THIS
PROJECT AND ARE THE BASIS OF THIS STRUCTURAL DESIGN:
1. GEOTECHNICAL FIRM NAME: NORTHWEST DESIGN GROUP
ADDRESS: 2940 PARKVIEW DRIVE, PETOSKY, MI, 49770
REPORT NUMBER: N/A
REPORT DATE: JUNE 2017, REVISED JULY 2017
ALLOWABLE [NET] SOIL BEARING = 2,000 PSF
2 GEOTECHNICAL FIRM NAME: COLEMAN ENGINEERING COMPANY
ADDRESS: 635 CIRCLE DRIVE, IRON MOUNTAIN, MI, 49801
REPORT NUMBER: GD-18841
REPORT DATE: NOVEMBER 9, 2018
ALLOWABLE [NET] SOIL BEARING = 2,000 PSF
G5. SAFETY
SAFETY AND STRUCTURE STABILITY DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF
THE CONTRACTOR. STRUCTURES HAVE BEEN DESIGNED TO RESIST THE DESIGN LIVE LOADS ONLY
AS A COMPLETED STRUCTURE.
G6. OPENINGS
OPENINGS FOR PIPES, DUCTS, CONDUITS, ETC. ARE NOT ALL SHOWN ON THE STRUCTURAL
DRAWINGS. COORDINATE AND PROVIDE OPENINGS AS REQUIRED TO ACCOMMODATE ALL WORK
SHOWN OR SPECIFIED IN THE CONTRACT DOCUMENTS AND OTHERWISE REQUIRED FOR THE
FURNISHING OF A FUNCTIONALLY COMPLETE PROJECT. REINFORCE AROUND OPENINGS PER
STANDARD STRUCTURAL DETAILS UNLESS OTHERWISE SHOWN.
G7. SPECIAL INSPECTIONS
THE FOLLOWING SPECIAL STRUCTURAL INSPECTIONS SHALL BE PERFORMED IN
ACCORDANCE WITH CHAPTER 170F THE IBC 2012 AND THE SPECIFICATIONS. NOTIFY
AND ACCOMMODATE THE APPLICABLE INSPECTOR DURING APPROPRIATE PHASES OF
THE WORK AS REQUIRED BY EACH INSPECTION.
1.1 STRUCTURAL FILL MATERIALS AND PLACEMENT, EXISTING SITE
CONDITIONS, SOIL CLASSIFICATION AND TESTING OF FILL MATERIAL,
SOIL DENSITY, LIFT THICKNESS, EXCAVATION DEPTHS.
1.2 CONCRETE, REINFORCING STEEL, AND BOLTS INSTALLED IN
CONCRETE, MIX DESIGN, CONCRETE TESTING, CONCRETE CURING
1.3 WELDING
1.4 EXPANSION ANCHORS AND ADHESIVE BOLT/DOWEL/ROD
INSTALLATION.
CONCRETE
C1. DESIGN STRENGTHS:
F'c = 4000 PSI
Fy = 60,000 PSI
C2. CONCRETE COVER
UNLESS OTHERWISE NOTED, PROVIDE CONCRETE COVER FOR REINFORCING AS FOLLOWS:
CONCRETE DEPOSITED AGAINST EARTH: 3"
ALL OTHER: 2"
SEE DRAWINGS FOR EXCEPTIONS
C3. SEE SPECIFICATIONS FOR REINFORCING PLACEMENT REQUIREMENTS.
C4. REFER TO OTHER DISCIPLINE DRAWINGS PRIOR TO CONSTRUCTION FOR EMBEDDED ITEMS AND
PENETRATIONS NOT SHOWN ON STRUCTURAL DRAWINGS. AS REQUIRED TO ACCOMMODATE ALL
WORK SHOWN OR SPECIFIED IN THE CONTRACT DOCUMENTS AND OTHERWISE REQUIRED FOR THE
FURNISHING OF A FUNCTIONALLY COMPLETE PROJECT. REINFORCE AROUND OPENINGS PER
STANDARD STRUCTURAL DETAILS UNLESS OTHERWISE SHOWN.
C5. PROVIDE 3/4" CHAMFERS AT ALL EXPOSED EDGES NOT ALL CHAMFERS MAY BE SHOWN ON
DRAWINGS.
C6. FIELD ADJUST REINFORCING AT OPENINGS AND EMBEDDED ITEMS AS INDICATED.
C7. ANCHOR BOLTS NOT SPECIFIED BY ENGINEER SHALL BE DESIGNED AND CERTIFIED BY A
REGISTERED PROFESSIONAL ENGINEER, RETAINED BY THE CONTRACTOR, IN ACCORDANCE WITH
APPLICABLE PROJECT AND CODE REQUIREMENTS. SUBMIT AS A SHOP DRAWING FOR REVIEW AND
APPROVAL BY THE ENGINEER. COORDINATE LOCATION, SIZE AND EMBEDMENT PRIOR TO CASTING
CONCRETE.
C8. CONTINUOUS WATERSTOP SHALL BE INSTALLED IN JOINTS SUBJECT TO STATIC WATER PRESSURE.
C9. ABSOLUTELY NO WELDING OF REINFORCING BARS OR TORCHING TO BEND REINFORCING BARS
SHALL BE ALLOWED WITHOUT SPECIFIC APPROVAL FROM THE STRUCTURAL ENGINEER.
C10. CONTRACTOR SHALL SUBMIT A CONCRETE PLACEMENT PLAN {PER SPECIFICATION 03311}
IDENTIFYING JOINT TYPES, JOINT LOCATIONS AND CONCRETE PLACEMENT SEQUENCE.
C11. ALL CAST IN PLACE AND POST-INSTALLED ANCHORS INDICATED IN THE STRUCTURAL DOCUMENTS
SHALL COMPLY WITH APPENDIX D OF ACI 318 AND CHAPTER 19 OF THE MBC. ALL EXPANSION AND
ADHESIVE ANCHORS SHALL HAVE THE ICC REPORT SHOWING EQUIVALENT LOAD CAPACITY.
SUBMIT AND INSTALL PER THE ICC EVALUATION REPORT.
STEEL
S1. DESIGN STRENGTHS:
WIDE FLANGE AND TEES: Fy=50 KSI
PIPES Fy=35 KSI
STAINLESS STEEL Fy=33 KSI
HSS SECTIONS Fy=46 KSI
ALL OTHER PLATES AND SHAPES: Fy=36 KSI
S2. DIMENSIONS:
TO CENTERLINES OF COLUMNS AND BEAMS, TOP SURFACES OF BEAMS AND TUBES AND BACKS
OF CHANNELS AND ANGLES UNO.
S3. ELEVATIONS:
TOP OF STEEL REFERS TO TOP SURFACE OF MEMBER OR FLANGE UNO.
S4. WHEN FILLET WELD SIZE IS NOT INDICATED, PROVIDE MAXIMUM WELD SIZE BASED ON MATERIAL
THICKNESS IN ACCORDANCE WITH AISC SPECIFICATIONS.
S5. ALL BOLTED STRUCTURAL CONNECTIONS ARE BEARING TYPE CONNECTIONS UNLESS OTHERWISE
SPECIFIED TO BE SLIP-CRITICAL. PROVIDE LOAD INDICATING WASHERS AT SLIP-CRITICAL
CONNECTIONS.
S6. CONFORM TO ANSI/AISC 360-05, STEEL CONSTRUCTION MANUAL AND AISC 341, SEISMIC DESIGN
MANUAL.
ALUMINUM
A1. STRUCTURAL ALUMINUM YIELD STRENGTHS
STRUCTURAL ALUMINUM: Fy=35 KSI
STRUCTURAL…
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