EDENVILLE 30% DESIGN_PROGRESS 20-10-9_Part2.pdf
PDF 5 MB Posted
- Attached to
- 761/21007. SAR; Eden Dam Modifications & Stabilization Meas State and local contract opportunity
- Solicitation number
- RFI 171 210000000002 2
- Issued by
- Gogebic County, Edmore Village, Michigan
About this file
This is a 30% design progress document prepared by AECOM for the Edenville Dam project, containing engineering plans, profiles, sections, and restoration details for multiple dam and river components. The document includes technical design deliverables for the Diversion Dike, Tobacco Spillway Replacement, Tobacco River Restoration, and Tittabawassee River Restoration. Key project components detail the Diversion Dike with a crest elevation of 652.00 feet, steel sheet pile construction with 2.0 feet minimum penetration, riprap slope protection, and a 200-year water surface elevation of 650.00 feet. The Tobacco Spillway Replacement calls for demolition of the existing spillway and construction of a new 20-foot spillway crest with a stilling basin and base slab. The Tobacco River Restoration involves a 472.4-foot outlet configuration with riprap bank stabilization and earthwork quantities of 3,542 cubic yards of cut material. The Tittabawassee River Restoration encompasses multiple phases including riprap bank stabilization (1,107 cubic yards cut and 1,093 cubic yards fill), sediment plug removal (13,439 cubic yards cut with 5,576 cubic yards fill), and slash area management (1,847 cubic yards cut and 23,427 cubic yards fill). Large wood with rootwad installations are planned for bank stabilization in designated tributary outlet areas.
The design documents were prepared by AECOM (6200 South Quebec Street, Greenwood Village, Colorado 80111) and last saved and plotted in October 2020. The drawings are formatted as ANSI D 22" x 34" sheets and include detailed cross-sections, profile views, and plan layouts at varying scales (1" = 30', 1" = 40', 1" = 10', 1" = 5'). Multiple designer and checker initials are referenced throughout but left blank in the template. No specific contract timeline, funding sources, pricing terms, or procurement information is provided in this design progress submission, which represents intermediate-stage engineering deliverables rather than a formal solicitation document.
View the file
Other files for this state and local contract opportunity
| File | Type | Posted |
|---|---|---|
| RFI .pdf | ||
| EDENVILLE 30% DESIGN_PROGRESS 20-10-9_Part1.pdf | ||
| Addendum 1 21007.pdf | ||
| EDENVILLE 30% DESIGN_PROGRESS 20-10-9_Part3.pdf | ||
| Request for Qualifications.pdf | ||
| Midland DC 20201007 (003).pdf |
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Text version
1+00 2+00 3+00 4+00 5+00 6+00 7+00
E L E
V A
T I O
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E L E
V A
T I O
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STATION (FT)
1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+50
200-YR WSEL
EL 650.00
CREST
EL 652.00
STEEL SHEET PILE (2.0' MIN PENETRATION)
EXISTING GROUND
4+00
0102030 0 -10 -20 -30
X X X X X X
X
X
X
CREST
ELEV 652.00
8.0'
50.4'
2.0' MIN PENETRATION
2.0' GROUTED RIPRAP
NON-WOVEN GEOTEXTILE
RIPRAP
24" FILTER MATERIAL (SAND / STONE)
STEEL SHEET PILE
RIPRAP / RUBBLE
200-YR WSEL
ELEV 650.00
GLACIAL TILL / HARDPAD (TO BE
VERIFIED) - LOWEST EL = 645 ALONG
PROPOSED ALIGNMENT - VARIES
2.5
2.5
N
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KEY PLAN
REGISTRATION
CONSULTANTS
DISCIPLINE
Consultant's Name
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000.000.0000 tel 000.000.0000 fax www.<website address>.com
DISCIPLINE
Consultant's Name
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000.000.0000 tel 000.000.0000 fax www.<website address>.com
DISCIPLINE
Consultant's Name
Address Line 1
Address Line 2
000.000.0000 tel 000.000.0000 fax www.<website address>.com
CONSULTANT
AECOM
6200 South Quebec Street
Greenwood Village, Colorado 80111
T 303.694.2770 F 303.694.3946 www.aecom.com
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000.000.0000 tel 000.000.0000 fax www.<website address>.com
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C-103
472.4'
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C-103
SHEET TITLE
DIVERSION DIKE PLAN, PROFILE,
AND SECTION
1+00 1+50 2+00 2+50
SPILLWAY STA 1+40.00 =
EMBANKMENT STA 37+50
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000.000.0000 tel 000.000.0000 fax www.<website address>.com
DISCIPLINE
Consultant's Name
Address Line 1
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000.000.0000 tel 000.000.0000 fax www.<website address>.com
DISCIPLINE
Consultant's Name
Address Line 1
Address Line 2
000.000.0000 tel 000.000.0000 fax www.<website address>.com
CONSULTANT
AECOM
6200 South Quebec Street
Greenwood Village, Colorado 80111
T 303.694.2770 F 303.694.3946 www.aecom.com
CLIENT
OWNER/CLIENT
Address Line 1
Address Line 2
000.000.0000 tel 000.000.0000 fax www.<website address>.com
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A
C-105
B
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20.0'
DAM CREST23.0' 55.5'
4.5'
L SPILLWAY
C
L EXISTING EMBANKMENT
BAFFLE BLOCKS
(IF REQUIRED)
45.5'
STILLING BASIN
SHEET NUMBER
C-104
SHEET TITLE
TOBACCO SPILLWAY
REPLACEMENT PLAN
C
C-106
D
C-106
LIMITED BATHYMETRIC SURVEY
INDICATES SEDIMENT IN THIS
AREA. CONTOURS ARE NOT
REPRESENTATIVE OF ACTUAL
CONDITIONS.
SPILLWAY REPLACEMENT PLAN
1" - 10'
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STATION (FT)
1+00 2+00 2+80
EL 667.80
EL 631.30 EL 631.30
EL 636.80
EL 647.00
EXISTING GROUND
EL 639.00
CONSTRUCT 24" BASE SLAB ON
EXISTING 24" SLAB
DEMOLISH EXISTING SPILLWAY
0.7
EXISTING PIERS (BEHIND AND
BEYOND) TO BE DEMOLISHED
TO EL 647
EXISTING SPILLWAY CREST
LIMITED BATHYMETRIC
SURVEY INDICATES
SEDIMENT IN THIS AREA.
PROFILE IS NOT
REPRESENTATIVE OF
ACTUAL CONDITIONS.
20.0'
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L SPILLWAY
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EL 631.30
EL 647.00
EXISTING GROUND
EL 682.80
20.0'
SPILLWAY CREST
4.5'
EXISTING SPILLWAY CREST
0.7
L SPILLWAY
C
LIMITED BATHYMETRIC
SURVEY INDICATES
SEDIMENT IN THIS AREA.
PROFILE IS NOT
REPRESENTATIVE OF
ACTUAL CONDITIONS.
EXISTING SPILLWAY WALLS TO REMAIN
00 10' 20'
KEY PLAN
REGISTRATION
CONSULTANTS
DISCIPLINE
Consultant's Name
Address Line 1
Address Line 2
000.000.0000 tel 000.000.0000 fax www.<website address>.com
DISCIPLINE
Consultant's Name
Address Line 1
Address Line 2
000.000.0000 tel 000.000.0000 fax www.<website address>.com
DISCIPLINE
Consultant's Name
Address Line 1
Address Line 2
000.000.0000 tel 000.000.0000 fax www.<website address>.com
CONSULTANT
AECOM
6200 South Quebec Street
Greenwood Village, Colorado 80111
T 303.694.2770 F 303.694.3946 www.aecom.com
CLIENT
OWNER/CLIENT
Address Line 1
Address Line 2
000.000.0000 tel 000.000.0000 fax www.<website address>.com
PROJECT
Line #1
Line #2
Line #3
(FACILITY NAME)
Address Line 1
Address Line 2
PROJECT NUMBER
Project Number
A N
S x
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A U s t
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A
C-104
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1" = 10'
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C-104
SHEET NUMBER
C-105
SHEET TITLE
TOBACCO SPILLWAY
REPLACEMENT SECTIONS
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STATION (FT)
1+00 2+00
EL 682.80
EL 647.00
EL 631.30
EL 639.00
EXISTING SPILLWAY CREST
EL 667.80
SPILLWAY CREST
EXISTING GROUND
E L
E V
A T
I O
N
F
T
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A T
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N
F
T
STATION (FT)
1+00 2+00
EL 682.80
EL 647.50
EL 631.30
EL 647.00
EXISTING GROUND
EXISTING SPILLWAY CREST
EL 667.80
SPILLWAY CREST
L a s t s a v e d b y
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00 10' 20'
KEY PLAN
REGISTRATION
CONSULTANTS
DISCIPLINE
Consultant's Name
Address Line 1
Address Line 2
000.000.0000 tel 000.000.0000 fax www.<website address>.com
DISCIPLINE
Consultant's Name
Address Line 1
Address Line 2
000.000.0000 tel 000.000.0000 fax www.<website address>.com
DISCIPLINE
Consultant's Name
Address Line 1
Address Line 2
000.000.0000 tel 000.000.0000 fax www.<website address>.com
CONSULTANT
AECOM
6200 South Quebec Street
Greenwood Village, Colorado 80111
T 303.694.2770 F 303.694.3946 www.aecom.com
CLIENT
OWNER/CLIENT
Address Line 1
Address Line 2
000.000.0000 tel 000.000.0000 fax www.<website address>.com
PROJECT
Line #1
Line #2
Line #3
(FACILITY NAME)
Address Line 1
Address Line 2
PROJECT NUMBER
Project Number
A N
S x
SHEET NUMBER
C-106
SHEET TITLE
TOBACCO SPILLWAY
REPLACEMENT SECTIONS
SECTION
1" = 10'
C
C-104
SECTION
1" = 10'
C-104
B
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-0.17%
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0 20 40 60 80 1000-20-40-60-80-100
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2+00
0 20 40 60 80 1000-20-40-60-80-100
O F
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F
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F
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O F
F
E L
KEY PLAN
REGISTRATION
CONSULTANTS
DISCIPLINE
Consultant's Name
Address Line 1
Address Line 2
000.000.0000 tel 000.000.0000 fax www.<website address>.com
DISCIPLINE
Consultant's Name
Address Line 1
Address Line 2
000.000.0000 tel 000.000.0000 fax www.<website address>.com
DISCIPLINE
Consultant's Name
Address Line 1
Address Line 2
000.000.0000 tel 000.000.0000 fax www.<website address>.com
CONSULTANT
AECOM
6200 South Quebec Street
Greenwood Village, Colorado 80111
T 303.694.2770 F 303.694.3946 www.aecom.com
CLIENT
OWNER/CLIENT
Address Line 1
Address Line 2
000.000.0000 tel 000.000.0000 fax www.<website address>.com
PROJECT
Line #1
Line #2
Line #3
(FACILITY NAME)
Address Line 1
Address Line 2
PROJECT NUMBER
Project Number
A N
S x
N
00 40' 80'
KEY PLAN
REGISTRATION
CONSULTANTS
DISCIPLINE
Consultant's Name
Address Line 1
Address Line 2
000.000.0000 tel 000.000.0000 fax www.<website address>.com
DISCIPLINE
Consultant's Name
Address Line 1
Address Line 2
000.000.0000 tel 000.000.0000 fax www.<website address>.com
DISCIPLINE
Consultant's Name
Address Line 1
Address Line 2
000.000.0000 tel 000.000.0000 fax www.<website address>.com
CONSULTANT
AECOM
6200 South Quebec Street
Greenwood Village, Colorado 80111
T 303.694.2770 F 303.694.3946 www.aecom.com
CLIENT
OWNER/CLIENT
Address Line 1
Address Line 2
000.000.0000 tel 000.000.0000 fax www.<website address>.com
PROJECT
Line #1
Line #2
Line #3
(FACILITY NAME)
Address Line 1
Address Line 2
PROJECT NUMBER
A N
S x
SHEET TITLE
TOBACCO RIVER RESTORATION
PLAN
SHEET NUMBER
R-101
L a s t s a v e d b y
M
I K
E S
T O
N E s t
P l o t t e d
P r o j e c t
M a n a g e m e n t
I n i t i a l s
D e s i g n e r
C h e c k e d
A p p r o v e d
F i l e n a m e
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ISSUE/REVISION
00 40' 80'
OUTLET PLAN
00 30' 60'
OUTLET PROFILE
OUTLET SECTIONS
EARTHWORK:
CURRENT DESIGN YIELDS 3,542 CUBIC YARDS OF CUT MATERIAL.
ROCK RIPRAP DETAIL
NOT TO SCALE
M
I N
2' MIN.
SEE STATION AND OFFSET
POINT SHOWN IN SECTION
EXISTING GROUND LINE
M
H
I
C
K
N
E
S
S
RIPRAP TO EXTEND TO
TOP OF BANK OR ELEV.
635 OR WHICHEVER IS
GREATER
SEE NOTE 3
NOTES:
1. RIP RAP SHALL BE 2:1 HEAVY TO PLAIN.
2. ROCK RIP RAP SHALL BE PLACED ON LEFT AND
RIGHT BANK.
3. MDOT HEAVY RIP RAP (HEAVY - NATURAL STONE
OR BROKEN CONCRETE - LENGTH OR WIDTH
MUST BE 16 INCHES (400 MM). RATIO OF 3 TO 1
FOR MAXIMUM TO MINIMUM DIMENSION. HEAVY
PRECAST MUST BE 16 INCHES (400 MM) THICK
AND 20 SQUARE FEET (1.75 M2) SURFACE AREA.
STONE SHOULD BE SOUND, DURABLE ROCK OR
SOUND PIECES OF BROKEN CONCRETE WITHOUT
EXPOSED STEEL REINFORCEMENT.)
4. MDOT PLAIN RIP RAP (PLAIN - NATURAL STONE OR
BROKEN CONCRETE - LEAST DIMENSION MUST BE
8 INCHES (1200 MM). PLAIN PRECAST MUST BE 6
INCHES (150 MM) THICK AND 15 SQUARE FEET (1.5
M2) SURFACE AREA.)
B
P
14+00
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KEY PLAN
REGISTRATION
CONSULTANTS
DISCIPLINE
Consultant's Name
Address Line 1
Address Line 2
000.000.0000 tel 000.000.0000 fax www.<website address>.com
DISCIPLINE
Consultant's Name
Address Line 1
Address Line 2
000.000.0000 tel 000.000.0000 fax www.<website address>.com
DISCIPLINE
Consultant's Name
Address Line 1
Address Line 2
000.000.0000 tel 000.000.0000 fax www.<website address>.com
CONSULTANT
AECOM
6200 South Quebec Street
Greenwood Village, Colorado 80111
T 303.694.2770 F 303.694.3946 www.aecom.com
CLIENT
OWNER/CLIENT
Address Line 1
Address Line 2
000.000.0000 tel 000.000.0000 fax www.<website address>.com
PROJECT
Line #1
Line #2
Line #3
(FACILITY NAME)
Address Line 1
Address Line 2
PROJECT NUMBER
A N
S x
SHEET TITLE
TITTABAWASSEE RIVER
RESTORATION OVERVIEW
SHEET NUMBER
R-102
L a s t s a v e d b y
M
I K
E S
T O
N E s t
P l o t t e d
P r o j e c t
M a n a g e m e n t
I n i t i a l s
D e s i g n e r
C h e c k e d
A p p r o v e d
F i l e n a m e
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I/R DATE DESCRIPTION
ISSUE/REVISION
RIPRAP BANK STABILIZATION
UPLAND AREA
SEDIMENT PLUG
SLASH AREA
14+00
B
P
N
00 20' 40'
KEY PLAN
REGISTRATION
CONSULTANTS
DISCIPLINE
Consultant's Name
Address Line 1
Address Line 2
000.000.0000 tel 000.000.0000 fax www.<website address>.com
DISCIPLINE
Consultant's Name
Address Line 1
Address Line 2
000.000.0000 tel 000.000.0000 fax www.<website address>.com
DISCIPLINE
Consultant's Name
Address Line 1
Address Line 2
000.000.0000 tel 000.000.0000 fax www.<website address>.com
CONSULTANT
AECOM
6200 South Quebec Street
Greenwood Village, Colorado 80111
T 303.694.2770 F 303.694.3946 www.aecom.com
CLIENT
OWNER/CLIENT
Address Line 1
Address Line 2
000.000.0000 tel 000.000.0000 fax www.<website address>.com
PROJECT
Line #1
Line #2
Line #3
(FACILITY NAME)
Address Line 1
Address Line 2
PROJECT NUMBER
A N
S x
SHEET TITLE
TITTABAWASSEE RIVER
RESTORATION PLAN 1
SHEET NUMBER
R-103
L a s t s a v e d b y
M
I K
E S
T O
N E s t
P l o t t e d
P r o j e c t
M a n a g e m e n t
I n i t i a l s
D e s i g n e r
C h e c k e d
A p p r o v e d
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ISSUE/REVISION
RIPRAP BANK STABILIZATION PLAN
1" = 20'
EARTHWORK QUANTITIES:
RIPRAP SLOPE CUT= 1,107 CY. FILL= 1,093 CY.
SEE RIPRAP ROCK DETAIL
ON SHEET R-203
P
C
P
P
B
P
P
N
00 40' 80'
KEY PLAN
REGISTRATION
CONSULTANTS
DISCIPLINE
Consultant's Name
Address Line 1
Address Line 2
000.000.0000 tel 000.000.0000 fax www.<website address>.com
DISCIPLINE
Consultant's Name
Address Line 1
Address Line 2
000.000.0000 tel 000.000.0000 fax www.<website address>.com
DISCIPLINE
Consultant's Name
Address Line 1
Address Line 2
000.000.0000 tel 000.000.0000 fax www.<website address>.com
CONSULTANT
AECOM
6200 South Quebec Street
Greenwood Village, Colorado 80111
T 303.694.2770 F 303.694.3946 www.aecom.com
CLIENT
OWNER/CLIENT
Address Line 1
Address Line 2
000.000.0000 tel 000.000.0000 fax www.<website address>.com
PROJECT
Line #1
Line #2
Line #3
(FACILITY NAME)
Address Line 1
Address Line 2
PROJECT NUMBER
A N
S x
SHEET TITLE
RESTORATION PLAN 2
R-104
L a s t s a v e d b y
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I K
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T O
N E s t
P l o t t e d
P r o j e c t
M a n a g e m e n t
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ISSUE/REVISION
SEDIMENT PLUG / UPLAND PLAN
1" = 40'
UPLAND AREA
EARTHWORK QUANTITIES:
SEDIMENT PLUG CUT= 13,439 CY.
UPLAND AREA CUT= 1,859 CY. FILL= 5,576 CY.
SEDIMENT PLUG
STABILIZED
TRIBUTARY
OUTLET
AREAS FOR LARGE
WOOD WITH ROOTWAD
INSTALLATION IN BANK
AREAS FOR LARGE
WOOD WITH ROOTWAD
INSTALLATION IN BANK
P
P
P
P
P
T
P
C
P
B
N
00 40' 80'
KEY PLAN
REGISTRATION
CONSULTANTS
DISCIPLINE
Consultant's Name
Address Line 1
Address Line 2
000.000.0000 tel 000.000.0000 fax www.<website address>.com
DISCIPLINE
Consultant's Name
Address Line 1
Address Line 2
000.000.0000 tel 000.000.0000 fax www.<website address>.com
DISCIPLINE
Consultant's Name
Address Line 1
Address Line 2
000.000.0000 tel 000.000.0000 fax www.<website address>.com
CONSULTANT
AECOM
6200 South Quebec Street
Greenwood Village, Colorado 80111
T 303.694.2770 F 303.694.3946 www.aecom.com
CLIENT
OWNER/CLIENT
Address Line 1
Address Line 2
000.000.0000 tel 000.000.0000 fax www.<website address>.com
PROJECT
Line #1
Line #2
Line #3
(FACILITY NAME)
Address Line 1
Address Line 2
PROJECT NUMBER
A N
S x
SHEET TITLE
RESTORATION PLAN 3
R-105
L a s t s a v e d b y
M
I K
E S
T O
N E s t
P l o t t e d
P r o j e c t
M a n a g e m e n t
I n i t i a l s
D e s i g n e r
C h e c k e d
A p p r o v e d
F i l e n a m e
C
P
W W
O R
K I N
G A
E C
O M
D
S
N A
D
M S
C
S
P T
I T
T A
B A
W A
S S
W
N S
T R
E A
M D
W G
I/R DATE DESCRIPTION
ISSUE/REVISION
SLASH AREA PLAN
1" = 40'
SLASH AREA
SEDIMENT PLUG
EARTHWORK QUANTITIES:
SLASH AREA CUT= 1,847 CY. FILL= 23,427 CY.
STABILIZED
TRIBUTARY
OUTLET
AREAS FOR LARGE
WOOD WITH ROOTWAD
INSTALLATION IN BANK
AREAS FOR LARGE
WOOD WITH ROOTWAD
INSTALLATION IN BANK
11+00
0-20-40-60-80-100
11+35
0-20-40-60-80-100-120-140
11+75
0-20-40-60-80-100-120-140-160-180-200
12+00
0-20-40-60-80-100-120-140-160-180-200
O F
F
E L
O F
F
E L
O F
F
E L
O F
F
E L
O F
F
E L
O F
F
E L
O F
F
E L
O F
F
E L
O F
F
E L
O F
F
E L
O F
F
E L
32+00
0-20-40-60-80-100-120-140-160
33+00
0-20-40-60-80-100-120-140-160
33+30
0-20-40-60-80-100-120-140-160
34+00
0-20-40-60-80-100-120-140-160
35+00
0 20 40 60 80 100 120 140 1600-20-40-60-80-100-120-140-160
O F
F
E L E
V
O F
F
E L E
V
O F
F
E L E
V
O F
F
E L E
V
O F
F
E L E
V
O F
F
E L E
V
O F
F
E L E
V
O F
F
E L E
V
O F
F
E L E
V
O F
F
E L E
V
O F
F
E L E
V
O F
F
E L E
V
12+50
0-20-40-60-80-100-120
13+00
0-20-40-60-80-100-120-140
O F
F
E L
O F
F
E L
O F
F
E L
O F
F
E L
13+66
0-20-40-60-80-100-120-140-160
O F
F
E L E
V
O F
F
E L E
V
35+50
0 20 40 60 80 100 120 140 1600-20-40-60-80-100-120-140-160
36+00
0 20 40 60 80 100 120 140 1600-20-40-60-80-100-120-140-160
36+50
0 20 40 60 80 100 120 140 1600-20-40-60-80-100-120-140-160-180-200
O F
F
E L E
V
O F
F
E L E
V
O F
F
E L E
V
O F
F
E L E
V
O F
F
E L E
V
O F
F
E L E
V
O F
F
E L E
V
O F
F
E L E
V
O F
F
E L E
V
O F
F
E L E
V
O F
F
E L E
V
O F
F
E L E
V
00 40' 80'
KEY PLAN
REGISTRATION
CONSULTANTS
DISCIPLINE
Consultant's Name
Address Line 1
Address Line 2
000.000.0000 tel 000.000.0000 fax www.<website address>.com
DISCIPLINE
Consultant's Name
Address Line 1
Address Line 2
000.000.0000 tel 000.000.0000 fax www.<website address>.com
DISCIPLINE
Consultant's Name
Address Line 1
Address Line 2
000.000.0000 tel 000.000.0000 fax www.<website address>.com
CONSULTANT
AECOM
6200 South Quebec Street
Greenwood Village, Colorado 80111
T 303.694.2770 F 303.694.3946 www.aecom.com
CLIENT
OWNER/CLIENT
Address Line 1
Address Line 2
000.000.0000 tel 000.000.0000 fax www.<website address>.com
PROJECT
Line #1
Line #2
Line #3
(FACILITY NAME)
Address Line 1
Address Line 2
PROJECT NUMBER
A N
S x
SHEET TITLE
TITTABAWASSEE RIVER
RESTORATION CROSS SECTION 1
SHEET NUMBER
R-201
L a s t s a v e d b y
M
I K
E S
T O
N E s t
P l o t t e d
P r o j e c t
M a n a g e m e n t
I n i t i a l s
D e s i g n e r
C h e c k e d
A p p r o v e d
F i l e n a m e
C
P
W W
O R
K I N
G A
E C
O M
D
S
N A
D
M S
C
S
P T
I T
T A
B A
W A
S S
W
N S
T R
E A
M D
W G
I/R DATE DESCRIPTION
ISSUE/REVISION
RIPRAP SLOPE CROSS SECTIONS
1" = 40'
SEDIMENT PLUG CROSS SECTIONS
1" = 40'
LEGEND:
PRE FLOOD EXISTING GROUND SURFACE
POST FLOOD EXISTING GROUND SURFACE
PROPOSED GRADE
OFF -120.58
ELEV 635.00
OFF 126.47
ELEV 635.00
OFF 218.76
ELEV 636.00
OFF 11.18
ELEV 629.00
OFF 63.92
ELEV 628.99
OFF 86.43
ELEV 629.00
OFF 119.32
ELEV 629.00
OFF 295.38
ELEV 636.00
OFF 143.34
ELEV 635.00
OFF 65.26
ELEV 629.00
OFF 110.54
ELEV 629.00
OFF 133.84
ELEV 635.00
OFF 335.40
ELEV 636.00
OFF 61.18
ELEV 629.00
OFF 82.81
ELEV 629.00
OFF 107.20
ELEV 635.00
OFF 320.39
ELEV 636.00
OFF 72.96
ELEV 627.77
OFF 87.45
ELEV 635.00
OFF 324.39
ELEV 636.00
OFF 72.37
ELEV 628.65
OFF 97.07
ELEV 635.00
OFF 292.35
ELEV 636.00
OFF 72.12
ELEV 628.51
OFF 95.36
ELEV 635.00
OFF 140.79
ELEV 635.82
OFF -10.33
ELEV 636.07
OFF 75.61
ELEV 635.30
OFF 32.04
ELEV 635.51
OFF -37.19
ELEV 639.72
OFF 30.66
ELEV 638.53
OFF 86.82
ELEV 639.52
OFF 20.16
ELEV 637.28
OFF 84.19
ELEV 636.78
OFF 52.60
ELEV 636.43
OFF 93.34
ELEV 638.27
OFF 7.31
ELEV 638.47
OFF 51.39
ELEV 637.34
OFF -85.00
ELEV 641.00
OFF 86.50
ELEV 641.00
K E
Y
P
L A
N
R E
G I S
T R
A T
I O
N
C O
N S
U L
T A
N T
S
D I S
C I P
L I N
E
C o n s u l t a n t s m e
A d d r e s s
L i n e
A d d r e s s
L i n e t e l f a x w w w w e b s i t e d d r e s s c o m
D I S
C I P
L I N
E
C o n s u l t a n t m e
A d d r e s s
L i n e
A d d r e s s
L i n e t e l f a x w w w w e b s i d r e s s c o m
D I S
C I P
L I N
E
C o n s u l t a n t m e
A d d r e s s
L i n e
A d d r e s s
L i n e t e l f a x w w w w e b s i d r e s s c o m
C O
N S
U L
T A
N T
A E
C O
M o u h
Q u e b e c
S t r e e t
G r e e n w o i l l a g e
C o l o r a
T
F w w w a e c o m c o m
C L
I E
N T
O W
N E
R C
L I E
N T
A d d r e s s
L i n e
A d d r e s s
L i n e t l f a x w w w w e b s i d r e s s c o m
P R
O J
E C
T
L i n e
L i n e
L i n e
F
A C
I L
I T
Y
N
A M
E
A d d r e s s
L i n e
A d d r e s s
L i n e
P R
O J
E C
T
N
U M
B E
R
ANSI D 22" x 34"
S H
E E
T
T
I T
L E
T I T
T A
B A
W A
S S
V
E R
R E
S T
O R
A T
I O
N
C
R O
C
T I O
N
S H
E E
T
N
U M
B E
R
R
Last saved by: MIKE.STONE(2020-10-07) Last Plotted: 2020-10-07Project Management Initials:Designer:Checked:Approved: _______________
Filename: C:\PWWORKING\AECOM_DS21_NA_2020\DMS42418\C-SP-TITTABAWASSEE DOWNSTREAM.DWG
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