Underwood_Creek_Certified_Final_-__Ready_to_Advertise_Plans_13July2016.pdf
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APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF
SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS
THE U.S. ARMY CORPS OF ENGINEERS. THE INITIALS OR
THIS PROJECT WAS DESIGNED BY THE DETROIT DISTRICT OF
GLFER - SECTION 506
ECOSYSTEM RESTORATION
UNDERWOOD CREEK
MILWAUKEE COUNTY, WISCONSIN
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ES
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PROJECT
LOCATION
NORTH AVENUE
UNDERWOOD CR
R A
IL
W A
Y
NOT TO SCALE
N
STA. 10+00
BEGIN PROJECT
MICHAEL K. O'BRYAN P.E., CHIEF ENGINEERING & TECHNICAL SERVICES
PHILLIP C. ROSS P.E., CHIEF ENGINEERING & CONSTRUCTION OFFICE
WILLIAM D. MERTE P.E., CHIEF COST & GENERAL ENGINEERING BRANCH
NICHOLAS J. ZAGER P.E., CHIEF GEOTECH & STRUCTURES BRANCH
M A
R
J
U N
CONSTRUCTION OF WETLAND AND WIDENING OF THE FLOODPLAIN AND COMPLETE SITE RESTORATION.
STRUCTURES. THE CONSTRUCTION OF APPROXIMATELY 4000 LF OF SEGMENTED RETAINING WALLS, BOULDERS AND STONED-LINED CHANNEL WITH RIFFLE AND POOL SEQUENCES, ELIMINATION OF 5 DROP CONCRETE WITHIN THE BOTTOM OF THE MAIN CHANNEL EXCEPT UNDER R.R. BRIDGE AND REPLACE WITH
6. THE REQUIRED WORK CONSISTS OF, BUT NOT LIMITED TO, REMOVAL OF APPROXIMATELY 4,300 LF OF ALL
DATE(S): 02-17 FEB, 2015
BY: MILWAUKEE METROPOLITAN SEWERAGE DISTRICT
5. SURVEY OF AREA
INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME.
4. THE INFORMATION DEPICTED ON THIS SHEET REPRESENTS THE RESULTS OF SURVEYS MADE ON THE DATES
AMERICAN DATUM 1927 (NAD 27).
3. GRID SYSTEM IS ON LAMBERT PROJECTION, STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, NORTH
(NGVD29)
2. ELEVATIONS AND SOUNDINGS ARE REFERRED TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929
1. ALL ITEMS SHOWN ARE EXISTING UNLESS INDICATED AS REQUIRED (REQ'D)
NOTES:
N
Wauwatosa
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CERTIFIED FINAL - READY TO ADVERTISE
NICHOLAS J. ZAGER /S/
ADAM WAGNER /S/ FOR
PHILLIP C. ROSS /S/
PHILLIP C. ROSS /S/ FOR
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ON DRAWING WHERE SECTION
ON DRAWING WHERE SECTION
OR DETAIL IS SHOWN:
SECTION DETAIL
DRAWING NUMBER WHERE SHOWN
DRAWING NUMBER(S) WHERE TAKEN
B 1
A
1/4" = 1'-0" 1/4" = 1'-0"
SYMBOLS
DESIGNATION
PROJECT DETAIL
SEE DETAIL
IS TAKEN
WHERE DETAIL
ON DRAWING
IS SHOWN
WHERE DETAIL
ON DRAWING
CIVIL
TYPE
1 THRU TBD
DETAIL NUMBERS
C-501
G-002
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CMP CORRUGATED METAL PIPE
@ AT
ABDN ABANDONED
AGGR AGGREGATE
AL ALUMINUM
ALT ALTERNATE
APPROX APPROXIMATE
ASPH ASPHALT
APVD APPROVED
ASTM THE AMERICAN SOCIETY OF
TESTING AND MATERIALS
AVE AVENUE
BLDG BUILDING
BOT BOTTOM
BM BENCHMARK
CB CATCH BASIN
C/L CENTERLINE
CLR CLEAR
CONT CONTINUOUS
CONST CONSTRUCT, CONSTRUCTION
DET DETAIL
DIP DUCTILE IRON PIPE
DIA DIAMETER
DIM DIMENSION
DRAIN DRAINAGE
DSGN DESIGNER
DWG DRAWING
E EASTING, EAST
EA EACH
EL, ELEV ELEVATION
EQL EQUAL
EXP JT EXPANSION JOINT
EXST EXISTING
EW EACH WAY
FIG FIGURE
FL FLOW LINE
FT FOOT, FEET
FTG FOOTING
'/' FOOT PER FOOT
EVT EVENT POINT
FES FABRIC ENCAPSULATED SOIL
FCC FLOOD CONVEYANCE CHANNEL
C-C CENTER TO CENTER
C J CONSTRUCTION JOINT
BTWN BETWEEN
B BORING
CONC CONCRETE
CONN CONNECTION
COR CONTRACTING OFFICERS REPRESENTATIVE
FSS FLOOD CHANNEL SIDE SLOPES
GA GAUGE
SAN SANITARY SEWER
S SOUTH, SLOPE
SE SOUTHEAST
SECT SECTION
SHT SHEET
SPEC SPECIFICATIONS
SQ SQUARE
ST STREET
STA STATION
TOPO TOPOGRAPHIC
WEPCO WISCONSIN ELECTRIC
GCB GRADE CONTROL BASE
GND GROUND
GR GRADE
HORIZ HORIZONTAL
HP HIGH POINT
ID INSIDE DIAMETER
JT JOINT
LB POUND
LBS POUNDS
LF LINEAL FEET
LFC LOW FLOW CHANNEL
LONG. JT LONGITUDINAL JOINT
L JT LONGITUDINAL JOINT
LT LEFT
MATL MATERIAL
MAX MAXIMUM
MH MANHOLE
MIN MINIMUM
MIS METROPOLITAN
INTERCEPTING SEWER
SEWERAGE DISTRICT
NIC NOT IN CONTRACT
NC NOT IN CONFLICT
NE NORTHEAST
N NORTH, NORTHING
NO, NUMBER
NTS NOT TO SCALE
NW NORTHWEST
OC ON CENTER
PC POINT OF CURVATURE
PI POINT OF INTERSECTION
OVHD ELEC OVERHEAD ELECTRIC UTILITIES
POE POINT OF ENDING
POB POINT OF BEGINNING
PP POWER POLE
PRC POINT OF REVERSE
CURVATURE
PROP. PROPOSED
PT POINT OF TANGENCY
PVI POINT OF VERTICAL
INTERSECTION
PVMT PAVEMENT
R RANGE
RR RAILROAD
RT RIGHT
REINF REINFORCING
RCB REINFORCED CONCRETE BOX
RCP REINFORCED CONCRETE PIPE
REPL REPLACE
REQD REQUIRED
R/L REFERENCE LINE
RMV REMOVE
ROW., R/W RIGHT OF WAY
T TOWNSHIP
TOC TOP OF CHANNEL
TOS TOP OF SLOPE
SPG SPACING
STK STAKE
SW SOUTHWEST
T&B TOP AND BOTTOM
TC TELEPHONE CABLE
TYP TYPICAL
VC VITRIFIED CLAY
VERT VERTICAL
VRM VEGETATED REVETMENT MATTRESS
WS WATER SURFACE
W WEST
W/ WITH
POWER COMPANY
WISDOT WISCONSIN DEPARTMENT OF
TRANSPORTATION
WP WORKING POINT
WWF WELDED WIRE FABRIC
SB# SOIL BORING
WS WATER SURFACE
I.E. INVERT ELEVATION
TOW TOP OF WALL
WPA WORKS PROGRESS ADMINISTRATION
STABILIZED CONSTRUCTION ENTRANCESCE
P/BL PROJECT BASE LINE
PSI POUND PER SQUARE INCH
MC B/L MEANDER CHANNEL BASE LINE
MISC MISCELLANEOUS
MMSD MILWAUKEE METROPOLITAN
SIM SIMILAR
SI SLOPE INTERCEPT
STD STANDARD
ABBREVIATIONS
ABBREVIATIONS
ADDITIONAL PROJECT
ABBREVIATIONS ABBREVIATIONS
DETAIL DESIGNATION
PROJECT DETAIL DESIGNATION
SECTION AND DETAIL DESIGNATION
SECTION AND DETAIL TITLES
SECTION (LETTER) OR
DETAIL (NUMERAL)
DESIGNATION
DRAWING NUMBER
(REPLACED WITH A LINE
IF TAKEN AND SHOWN
ON SAME SHEET)
M A
R
J
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W
X K -1
-B -0
PROPERTY LINEPL
W -W-W WATER LINE
-x-x-x-x-x FENCE LINE
POINT OF TERMINATIONP.O.T.
POINT OF INFLECTIONP.I.
INCH (.001")1000
1MIL
OUTSIDE TANGENTT
LENGTH OF CURVEL
D DEGREE OF CURVATURE
INCH/INCHES"
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P S O
F E
N G
IN
E E
R S
X
P
R O
S S
J S
D E
T R
O
IT
M
IC
H
IG
A N
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
X
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
J
U L
B
C O
E S R
E V
IE
W
W
X K -1
-C
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K A
P P
R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
S
A AF
E
Y
Y
T
P S
C O
R
G
IN
E E
R S
D E
T R
T R
IC
T
In c r e a s e
P r o f it .S u b m it
V
E C
P 'S
V a g in e e r
US Army Corps
J S
G L F
E R S
E C
T
IO
N
E C
O S
Y S
T E
M R
E S
T O
R A
T
IO
N U
N D
E R
W O
O D C
R E
SHEET OF
B
C O
E S R
E V
IE
W
Curve XX
PI = 8+37.64
N = 392721.08
E = 2525843.45
< = 118^19'58"
D = 11^27'33"
R = -500.00
T = 837.64
L = 1032.65
PC = 0+00.00
N = 391965.22
E = 2526204.45
PT = 10+32.65
N = 392044.59
E = 2525349.47
R = 250.00
PI = 26+79.43
N = 391888.72
E = 2523759.24
< = 17^12'53"
D = 2^44'24"
R = -2091.00
T = 316.51
L = 628.25
PC = 23+62.92
N = 391910.32
E = 2524075.02
PT = 29+91.17
N = 391774.64
E = 2523464.01
PI = 30+57.51
N = 391750.72
E = 2523402.13
< = 18^49'59"
D = 14^19'26"
R = 400.00
T = 66.34
L = 131.48
N = 391774.64
E = 2523464.01
PRC = 31+22.65
N = 391748.07
E = 2523335.85
PI = 32+42.67
N = 391743.26
E = 2523215.92
< = 33^03'32"
D = 14^10'02"
R = -404.43
T = 120.02
L = 233.35
PRC = 31+22.65
N = 391748.07
E = 2523335.85
PT = 33+56.00
N = 391673.81
E = 2523118.03
PI = 36+89.70
N = 391480.73
E = 2522845.87
< = 4^11'57"
D = 1^21'33"
R = -4215.60
T = 154.55
L = 308.96
PC = 35+35.15
N = 391570.15
E = 2522971.92
PT = 38+44.11
N = 391382.31
E = 2522726.70
PI = 41+92.44
N = 391160.50
E = 2522458.13
< = 12^31'49"
D = 2^29'32"
T = 252.40
L = 502.78
PC = 38+44.12
N = 391382.31
E = 2522726.70
PCC = 43+46.90
N = 391022.46
E = 2522376.99
< = 3^44'00"
D = 1^09'57"
R = -4914.79
T = 160.18
L = 320.24
PCC = 43+46.90
N = 391022.46
E = 2522376.99
PT = 46+67.14
N = 390763.59
E = 2522188.56
PI = 46+92.06
N = 390742.98
E = 2522174.56
< = 11^42'03"
D = 23^33'26"
R = -243.22
T = 24.92
L = 49.67
PC = 46+67.14
N = 390763.59
E = 2522188.56
N = 390719.95
E = 2522165.03
389,835.54
387,185.10
392,627.35
389,923.75
387,264.08
392,724.26
390,008.14
2,521,748.60
2,521,847.75
2,521,948.31
2,524,442.89
2,524,537.20
2,524,614.09
2,527,140.06
2,527,202.36
LOCATION
COORDINATES (SOUTH ZONE)
WISCONSIN STATE PLANE
NUMBER
CORNER
SECTION
TYPE OF MONUMENT
392,492.71
718.88
690.15
742.78
741.74
693.15
684.76
6" x 6" x 36" SEWRPC CONCRETE MONUMENT WITH BRASS CAP
6" x 6" x 36" SEWRPC CONCRETE MONUMENT WITH BRASS CAP
6" x 6" x 36" SEWRPC CONCRETE MONUMENT WITH BRASS CAP
6" x 6" x 36" SEWRPC CONCRETE MONUMENT WITH BRASS CAP
W NORTH AVE & N MAYFAIR RD (HWY 100)
W WALNUT ST & N MAYFAIR RD (HWY 100)
W WATERTOWN PLANK RD & N MAYFAIR RD (HWY 100)
W NORTH AVE & N 100TH ST
WALNUT ST EXT & LANE (DIRT)
W WATERTOWN PLAN RD & USH 45 OFF AND ON RAMP
W NORTH AVE & N 92ND ST & SWAN BLVD
INTERSECTION OF DIRT LANES IN GARDEN
ELEVNORTHING EASTING
717.90
709.72 6" x 6" x 36" SEWRPC CONCRETE MONUMENT WITH ALUMINUM CAP
6" x 6" x 36" SEWRPC CONCRETE MONUMENT WITH ALUMINUM CAP
CAST IRON PLUG WITH CROSS IN CONCRETE PAVEMENT
CURRENTLY OUT, TO BE RESET BY SEWRPC.
PROJECT CONTROL TABLE
CP10
CP11
CP9
CP13
CP12
CP7
CP8
CP5
CP6
CP4
CP3
CP2
CP1
0+
010+00
45+00
C UNDERWOOD CREEK
STA. 51+87
END PROJECT
STA. 10+00
BEGIN PROJECT
PHASE I
PI = 12+23.64
N = 391884.30
E = 2525245.58
< = 62.19^
D = 22.91^
T = 150.79
L = 271.37
PC = 10+72.85
N = 392010.84
E = 2525327.53
PT = 13+44.22
N = 391897.81
E = 2525095.34
PI = 20+25.02
N = 391958.78
R = -2299.00
E = 2524417.33
< = 13^00'00"
R = -4000.00
T = 455.84
L = 907.77
D = 1.43^
PC = 15+69.18
N = 391917.95
E = 2524871.34
PT = 24+76.95
N = 391896.41
E = 2523965.77
N=392069.37 E=2525372.39
N=390435.27 E=2522165.79
674.621
673.446
680.974
676.605
676.110
676.895
672.293
672.399
2525341.0
2525584.0
2523444.0
2525209.0
686.142
684.602
2525598.0
2525035.0
CP8
CP9
CP6
CP7
CP12
CP13
CP10
CP11
694.353
CP1
666.254
669.914
CP4
CP5
CP2
CP3
2523192.0
CP
CP
CP
CP
390502.3
390843.0
CP
390375.5
CP
CP
CP
CP
CP
CP
CP
CP
2522238.0
2522082.0
392197.9
391779.5
2522546.0
2522785.0
2522223.0
2522379.0
391445.6
391739.6
391048.3
391236.6
391874.9
392005.8
391785.3
391863.4
CONTROL POINT (CP) TABLE
NORTHPOINT ELEVATIONEAST FEATURE
PC = 29+91.17
N = 391480.73
PT = 47+16.81
800'0 400'
SCALE:1"=400'
M A
R
J
U N
W
X K -1
-B -0
G -0
.d g n
LEGEND
SECTION CORNER NUMBER
EXISTING CENTER LINE CURVE DATA
RESPONSIBILITY TO CONFIRM THE EXACT LOCATION.
REASONABLE DEGREE OF ACCURACY. IT SHALL BE THE CONTRACTOR'S
1. ALL SURFACE FEATURES AND UNDERGROUND UTILITIES HAVE BEEN SHOWN TO A
NOTE:
EXISTING
EXISTING PLAN
E X
IS
T
IN
G A
L
IG
N M
E N
T L
A Y
O U
T A
N D C
O N
T R
O L D
A T
A
J
U N
J
U N
J
U L
B
C O
E S B
A C
K C
H E
C K
C E
R T
IF
IE
D F
IN
A L
C E
R T
IF
IE
D F
IN
A L R
E A
D Y T
O A
D V
E R
T
IS
E
55+00
60+00
65+00
70+00
260+00
5+0
270+00
155+00
160+00
165+00
0+00
S W
A N B
L V
D
N
M A
Y F
A
IR
R
O A
D
N
NORTH AVENUE
WATERTOWN PLANK ROAD
G-004
N .T .S
D
2 3
C
4 5
A
B
D E
T R
O
IT
M
IC
H
IG
A N
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
X
P
R O
S S
J S
D E
T R
O
IT
M
IC
H
IG
A N
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
X
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
J
U L
B
C O
E S R
E V
IE
W
W
X K -1
-C
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K A
P P
R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
S
A AF
E
Y
Y
T
P S
C O
R
G
IN
E E
R S
D E
T R
T R
IC
T
In c r e a s e
P r o f it .S u b m it
V
E C
P 'S
V a g in e e r
US Army Corps
J S
G L F
E R S
E C
T
IO
N
E C
O S
Y S
T E
M R
E S
T O
R A
T
IO
N U
N D
E R
W O
O D C
R E
SHEET OF
B
C O
E S R
E V
IE
W
389,835.54
387,185.10
392,627.35
389,923.75
387,264.08
392,724.26
390,008.14
2,521,748.60
2,521,847.75
2,521,948.31
2,524,442.89
2,524,537.20
2,524,614.09
2,527,140.06
2,527,202.36
LOCATION
COORDINATES (SOUTH ZONE)
WISCONSIN STATE PLANE
NUMBER
CORNER
SECTION
TYPE OF MONUMENT
392,492.71
718.88
690.15
742.78
741.74
693.15
684.76
6" x 6" x 36" SEWRPC CONCRETE MONUMENT WITH BRASS CAP
6" x 6" x 36" SEWRPC CONCRETE MONUMENT WITH BRASS CAP
6" x 6" x 36" SEWRPC CONCRETE MONUMENT WITH BRASS CAP
6" x 6" x 36" SEWRPC CONCRETE MONUMENT WITH BRASS CAP
W NORTH AVE & N MAYFAIR RD (HWY 100)
W WALNUT ST & N MAYFAIR RD (HWY 100)
W WATERTOWN PLANK RD & N MAYFAIR RD (HWY 100)
W NORTH AVE & N 100TH ST
WALNUT ST EXT & LANE (DIRT)
W WATERTOWN PLAN RD & USH 45 OFF AND ON RAMP
W NORTH AVE & N 92ND ST & SWAN BLVD
INTERSECTION OF DIRT LANES IN GARDEN
ELEVNORTHING EASTING
717.90
709.72 6" x 6" x 36" SEWRPC CONCRETE MONUMENT WITH ALUMINUM CAP
6" x 6" x 36" SEWRPC CONCRETE MONUMENT WITH ALUMINUM CAP
CAST IRON PLUG WITH CROSS IN CONCRETE PAVEMENT
CURRENTLY OUT, TO BE RESET BY SEWRPC.
PROJECT CONTROL TABLE
CP10
CP11
CP9
CP13
CP12
CP7
CP8
CP5
CP6
CP4
CP3
CP2
CP1 END PROJECT
STA. 2+50
BEGIN PROJECT
PHASE I
N=392069.37 E=2525372.39
N=390435.27 E=2522165.79
C UNDERWOOD CREEKL
B E
G
IN
M
E A
N D
E R
EN
D M
EAN
D
ER
SEE PLAN & DATA TABLE
674.621
673.446
680.974
676.605
676.110
676.895
672.293
672.399
2525341.0
2525584.0
2523444.0
2525209.0
686.142
684.602
2525598.0
2525035.0
CP8
CP9
CP6
CP7
CP12
CP13
CP10
CP11
694.353
CP1
666.254
669.914
CP4
CP5
CP2
CP3
2523192.0
CP
CP
CP
CP
390502.3
390843.0
CP
390375.5
CP
CP
CP
CP
CP
CP
CP
CP
2522238.0
2522082.0
392197.9
391779.5
2522546.0
2522785.0
2522223.0
2522379.0
391445.6
391739.6
391048.3
391236.6
391874.9
392005.8
391785.3
391863.4
CONTROL POINT (CP) TABLE
NORTHPOINT ELEVATIONEAST FEATURE
800'0 400'
SCALE:1"=400'
M A
R
J
U N
W
X K -1
-B -0
G -0
.d g n
STA. 40+15.60
STA. 43+55
S T
A . 2
.4
2+50
S T
A
S T
A
STA 43+00
STA 42+00
STA 4
1+
STA
+0
STA 39+
S T
A
S T A 7+
STA 3
6+
S T
A
S T A 4+
STA
+0
S T
A
S T A
STA 3
0+
S T
A
S T A 8+
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
0 S
T A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S
TA
+0
S T A
S T A
EXISTING CHANNEL
+0
3+
4+
30+00
40+00
REQ'D THALWEG PLAN
REQ'D
REQ'D UNDERWOOD CREEK CL DATA
STA. 2+50
PROJECT START
STA. 43+55
PROJECT END
J
U N
B
C O
E S B
A C
K C
H E
C K
L A
Y O
U T A
N D C
O N
T R
O L D
A T
A R
E Q
U
IR
E D P
R O J E
C T A
L
IG
N M
E N
T
J
U N
J
U L
C E
R T
IF
IE
D F
IN
A L
C E
R T
IF
IE
D F
IN
A L R
E A
D Y T
O A
D V
E R
T
IS
E
55+00
60+00
65+00
70+00
260+00
5+0
270+00
155+00
160+00
165+00
0+00
FP
T
T
G
G
G
G
G
G
P
W
S
W
W
W
W
W
FP.
G
T
G
G
G
GREEN
P
P
SOO
WEST
W
W
W
W W
W
W
W
W
W
WW
W
W
W
W
W
W
W
W
W
W W
W
W
36" CMP
8' TUNNEL
18" CMP
24" CMP
12" CMP
6" PVC
12" CMP
CONC. BOX
4'x8'
D
2 3
C
4 5
A
B
D E
T R
O
IT
M
IC
H
IG
A N
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
X
RR101
P
R O
S S
W M
J S
D E
T R
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IT
M
IC
H
IG
A N
D E
T R
O
IT
D
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T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
X
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
J
U L
U N
D E
R W
O O
D C
R E
B
C O
E S R
E V
IE
W
W
X K -1
-C
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K A
P P
R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
SHEET
IDENTIFICATION
D A
T E
A P
P R
S
A AF
E
Y
Y
T
P S
C O
R
G
IN
E E
R S
D E
T R
T R
IC
T
In c r e a s e
P r o f it .S u b m it
V
E C
P 'S
V a g in e e r
US Army Corps
B
C O
E S R
E V
IE
W
N
VICINITY MAP
Greendale Cudahy
Allis
Milwaukee
Wauwatosa
Shorewood
Glendale
Deer
Bayside
Hills
S
AVE.
A V E
A V E
W
HITNALL
LAYTON
P A
C K
A R
D
FWY.
L O
O M
IS
R D
F O
R E S
TH
O M
E
S . 1 T
H S
T
Z O
O
AIRPORT
F W
Y
A V E
BROWN DEER
GOOD HOPE RD.
N
T
H S
T
N
S T
RD.
SILVER SPRING DR.
P O
R T
W A
S H
R D
G R
E E
N
B A
Y
R D
N
S
N
W
F O
N D
D U
L A C
A V E
CAPITOL DR.
S T
WEST
W
A P P L E T
O N 2
T
H
AVE.
N
AVE.HIGHLAND
BLUE MOUND
RD.
FIELD AVE.
W
NATI
ONAL
AVE.
K
IN
N
IC
KIN
N
IC
100 145
M A
Y F
A
IR
R D
NORTH AVE.
OKLAHOMA
AVE.
Hales
Brown
West
River
T
H
GREEN West Milwaukee
Menomonee Falls
Butler
Elm Grove
New Berlin
Brookfield
Lannon
R
Point
Fox
Bay
Whitefish
Corners
Greenfield
Francis
St
ES
WAUKESHA CO
OZAUKEE CO
MILWAUKEE CO
WASHINGTON CO
L a k e M ic h ig a n
W. HAMPTON AVE.
1"=23,000'
ILLINOIS
INDIANA OHIO
LAKE SUPERIOR
GEORGIAN
BAY
LAKE
LAKE HURON
N
LOCATION MAP
SCALE OF MILES
INTERNATIO
NAL
BO
UNDARY
I N T E
RNATI
ONAL
MINNESOTA
SOO
SAGINAW
NDARY
B O
DULUTH
U
US ARMY CORPS
OF ENGINEERS
DETROIT DISTRICT
MICHIGAN
IOWA
DAVENPORT
CLEVELAND
KENOSHA
GREEN BAY
WISCONSIN
DETROIT
HAVEN
GRAND
FORT WAYNE
CHICAGO
L A
K E
M
IC
H
IG
A N
MICHIGAN
PROJECT
LOCATION
N
PROJECT
LOCATION
G L F
E R S
E C
T
IO
N
R E
A L E
S T
A T
E P
L A
N
LEGEND
TEMPORARY STAGING & STOCKPILE
CHANNEL IMPROVEMENT EASEMENT
SHEET OF
TREES
TEMPORARY CONSTRUCTION
EASEMENT
EASEMENT
E C
O S
Y S
T E
M R
E S
T O
R A
T
IO
N J S
PROPERTY LINE
PROPERTY LINEPROPERTY LINE
CANADIAN PACIFIC RAILWAY
M E
N O
M O
N
RIVER
FISHER P
ARKWAY
N n d
N rd
S T
R E
E T
S T
R E
E T
W. NORTH AVENUE
W. NORTH AVENUE
TENNIS COURT
PARKING
U N
D E R
W O
O D C
R E E K P
A R
K W
A Y
P A
R K
IN
G
FOUNDATION
U/C
PILE
P
S
UNDERWOOD CREEK
UNDERWOOD C
REEK
UNDERW
OOD
CREEK
REAL ESTATE PLAN
SCALE:1"=100'
M A
T C
H L
IN
E S
H E
E T R
R
FLOW
FLOW
GOLF COURSE
HANSEN PARK
GOLF COURSE
HANSEN PARK
CLUBHOUSE
GOLF COUSE
APARTMENTS
SERAFINO SQUARE
LUTHERN SCHOOL
OUR REDEEMER
SERVICES
FUNERAL
BARTLET
SCHMIDT &
GOLF COURSE
HANSEN PARK
M A
R
J
U N
W
X K -1
-B -0
(4.75 ACRE)
(0.99 ACRE)
(0.94 ACRE)
J
U N
B
C O
E S B
A C
K C
H E
C K
J
U N
J
U L
C E
R T
IF
IE
D F
IN
A L
C E
R T
IF
IE
D F
IN
A L R
E A
D Y T
O A
D V
E R
T
F I S
H E R
W. GARFIELD
N
T H
N
T H
G
PARKING
P
P
P
LI
NE
S O
O
S T
R E
E T
W W
W
WW
W
W
W
W
W
SIGN
UNDERWOOD
100 W
W
W
W
W
W W
W
W
W
W W
W
W
W
BOR B4
B O R
B
B O R
B
B
B
B
15" CMP
36" CONC
15" CONC
90" CONC
15" CONC
69" CONC
WETLAND
WETLAND
WETLAND
WETLAND
WETLAND
WETLAND
WETLAND
WETLAND
WETLAND
WETLAND
UNDERWOOD
D
2 3
C
4 5
A
B
D E
T R
O
IT
M
IC
H
IG
A N
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
X
RR102
P
R O
S S
W M
J S
D E
T R
O
IT
M
IC
H
IG
A N
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
X
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
B
C O
E S R
E V
IE
W
J
U L
U N
D E
R W
O O
D C
R E
B
C O
E S R
E V
IE
W
W
X K -1
-C
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K A
P P
R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
SHEET
IDENTIFICATION
D A
T E
A P
P R
S
A AF
E
Y
Y
T
P S
C O
R
G
IN
E E
R S
D E
T R
T R
IC
T
In c r e a s e
P r o f it .S u b m it
V
E C
P 'S
V a g in e e r
US Army Corps
N
VICINITY MAP
Greendale Cudahy
Allis
Milwaukee
Wauwatosa
Shorewood
Glendale
Deer
Bayside
Hills
S
AVE.
A V E
A V E
W
HITNALL
LAYTON
P A
C K
A R
D
FWY.
L O
O M
IS
R D
F O
R E S
TH
O M
E
S . 1 T
H S
T
Z O
O
AIRPORT
F W
Y
A V E
BROWN DEER
GOOD HOPE RD.
N
T
H S
T
N
S T
RD.
SILVER SPRING DR.
P O
R T
W A
S H
R D
G R
E E
N
B A
Y
R D
N
S
N
W
F O
N D
D U
L A C
A V E
CAPITOL DR.
S T
WEST
W
A P P L E T
O N 2
T
H
AVE.
N
AVE.HIGHLAND
BLUE MOUND
RD.
FIELD AVE.
W
NATI
ONAL
AVE.
K
IN
N
IC
KIN
N
IC
100 145
M A
Y F
A
IR
R D
NORTH AVE.
OKLAHOMA
AVE.
Hales
Brown
West
River
T
H
GREEN West Milwaukee
Menomonee Falls
Butler
Elm Grove
New Berlin
Brookfield
Lannon
R
Point
Fox
Bay
Whitefish
Corners
Greenfield
Francis
St
ES
WAUKESHA CO
OZAUKEE CO
MILWAUKEE CO
WASHINGTON CO
L a k e M ic h ig a n
W. HAMPTON AVE.
1"=23,000'
PROJECT
LOCATION
ILLINOIS
INDIANA OHIO
LAKE SUPERIOR
GEORGIAN
BAY
LAKE
LAKE HURON
N
LOCATION MAP
SCALE OF MILES
INTERNATIO
NAL
BO
UNDARY
I N T E
RNATI
ONAL
MINNESOTA
SOO
SAGINAW
NDARY
B O
DULUTH
U
US ARMY CORPS
OF ENGINEERS
DETROIT DISTRICT
MICHIGAN
IOWA
DAVENPORT
CLEVELAND
KENOSHA
GREEN BAY
WISCONSIN
DETROIT
HAVEN
GRAND
FORT WAYNE
CHICAGO
L A
K E
M
IC
H
IG
A N
MICHIGAN
PROJECT
LOCATION
R E
A L E
S T
A T
E P
L A
N
G L F
E R S
E C
T
IO
N
LEGEND
CHANNEL IMPROVEMENT EASEMENT
(7.4 ACRE)
SHEET OF
TEMPORARY STAGING & STOCKPILE
EASEMENT (0.30 ACRE)
EASEMENT (0.10 ACRE)
TEMPORARY CONSTRUCTION
E C
O S
Y S
T E
M R
E S
T O
R A
T
IO
N J S
PR
O
PER
TY
LI
N E
PR
O
PER
TY
LI
N E
C A N
A D
IA
N P
A C
IF
IC
R
A
IL
W A Y
HWY 45
HWY 45
HWY 45
P R
O P E R T Y L
IN
E
N
REAL ESTATE PLAN
SCALE:1"=100'
M A
T C
H L
IN
E S
H E
E T R
R
RENT-A-CAR
MAYFAIR
RENT-A-CAR
ENTERPRISE
N
M A
Y F
A
IR
R
D
GOLF COURSE
HANSEN PARK
W O
O D E
D A
R E
A
M A
R
J
U N
W
X K -1
-B -0
RIDGE COMMUNITY GARDENS
UW-EXTENSION FIREFLY
EASEMENT
TEMPORARY CONSTRUCTION
EASEMENT
TEMPORARY CONSTRUCTION
B
C O
E S B
A C
K C
H E
C K
J
U N
J
U N
J
U L
C E
R T
IF
IE
D F
IN
A L
C E
R T
IF
IE
D F
IN
A L R
E A
D Y T
O A
D V
E R
T
ELEC
CMP_36"_WITH_CONDUIT
CMP_36"_WITH_CONDUIT
TUNNEL_96"_CMP
TUNNEL_96"_CMP
SHEETPILE
SHEETPILE
SHEETPILE
SAMPLE_TUBE
DRAIN_PIPE_4"_EL. 683.80
DRAIN_PIPE_4"_EL. 683.91
DRAIN_PIPE_2"_EL. 681.45
DRAIN_PIPE_6"_EL. 682.82
DRAIN_HOSE_4"_EL. 683.08
FAILURE
FA
IL
U R E
FAILURE
INVERT_EL. 671.89
12"_CMP
18"_CMP
INVERT_EL. 679.02
12"_CMP
W
ES
T
FI
SHER
PARKW
AY
10301
10225
10217
10207
10141
10131 10123
INVERT_EL. 674.22
36"_CONCRETE
INVERT_EL. 678.39
15"_CMP
INVERT_EL. 685.45
15"_CONCRETE
INVERT_EL. 693.23
6"_DOWNSPOUT
INVERT_EL. 693.15
6"_DOWNSPOUT
INVERT_EL. 693.20
6"_DOWNSPOUT
INVERT_EL. 689.13
104"_CONCRETE_OUTFALL
INVERT EL. 689.82
INVERT EL. 687.01
DRAIN_HOSE_4"_EL. 683.88
DRAIN_HOSE_4"_EL. 683.62
INVERT_EL. 672.44
12"_CMP
A P
A R T
M E
N T S
G
G
G
G
G
G
G
G
G
G
G
G
G
HIGH-VOLTAGE / FIBER-OPTICS
H
IG
H -V
O L T A G E F
IB
E R -O
P T
IC
S
GRAVEL PATH
ASPHALT PATH
ASPHALT PATH
RIPRAP
RIPRAP
RIPRAP
R
IP
R A
P
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W W
W W
W W
W
W
W
W
W
W
W W
WWW
W
W W
W W
W
LOW_CHORD_EL. 694.51
LOW_CHORD_EL. 694.52
LOW_CHORD_EL. 694.53
LOW_CHORD_EL. 694.19
LOW_CHORD_EL. 694.28
LOW_CHORD_EL. 694.23
ASP
H
ALT
P
ATH
TRANSFORMERS
T U
N N
E L
STA. 8+50
BEGIN PROJECT
END PROJECT
STA. 20+20
3.5' HIGH CONCRETE
DROP STRUCTURE
STA. 33+70
STA. 40+90
DROP STRUCTURE
STA. 49+90
DROP STRUCTURE
1.90' HIGH SHEET PILE
STA. 43+45
DROP STRUCTURE
CU101
.T .S
D E
T R
O
IT
M
IC
H
IG
A N
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
X
P
R O
S S
J S
D E
T R
O
IT
M
IC
H
IG
A N
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
X
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K A
P P
R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
J
U L
B
C O
E S R
E V
IE
W
W
X K -1
-C
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K A
P P
R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
Detroit District of Engineers
US Army Corps
SHEET OF
B
C O
E S R
E V
IE
W
J S
UPSTREAM END
SCALE 1" = 150'
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
OVERHEAD
POWER LINE
CONCRETE CHANNEL
EXISTING 48"x96"
INVERT EL. 677.74'
INVERT EL. 689.13'
EXISTING 104"
W. FISHER PARKWAY
N
EXIST. 72"
EXIST. 15" CONCRETE OUTFALL NO.3
INVERT_EL. 680.98
8"_CMP
CONCRETE_OUTFALL
CONCRETE OUTFALL
CONCRETE OUTFALL
INVERT_EL. 671.44
INVERT_EL. 670.00
INVERT_EL. 672.53
INVERT_EL. 671.33
48" MIS (SEWER)
INVERT EL. 652.07
48" MIS (SEWER)
INVERT EL. 653.63
G L F
E R S
E C
T
IO
N
E C
O S
Y S
T E
M R
E S
T O
R A
T
IO
N U
N D
E R
W O
O D C
R E
X
IS
T
IN
G S
IT
E
U T
IL
IT
Y P
L A
N
W M
USH 45
USH 45
M
ENO
M O
NEE RIVER
C U
.D
G N
SHEETPILE
STA. 49+90
HI
G
H-
VO
LT
AG
E / F
IB
ER-
O
PTI
CS
STA. 50+40
CANADIAN PACIFIC RAILWAY
DOWNSTREAM END
N 391852.36 E 2525298.82
48" MIS (SEWER)
INVERT EL. 652.80
N 391911.12 E 2524935.18
N 391979.62
E 2524511.33
1 2 3 4 51 2 3 4 5
C
A
B
D
C
A
PLAN NOTES:
EXISTING SITE/UTILITY PLAN
M A
R
J
U N
W
X K -1
-B -0
RUNS A
LONG
THE B
RID
GE
ABANDONED 39" X 30 " MIS
R U
N S A
L O
N G T
H E B
R
ID
G E
H
IG
H -V
O L T
A G
E F
IB
E R -O
P T
IC
S
C A
N A
D
IA
N P
A C
IF
IC
R
A
IL
W A
Y
2. THE ABANDONED 39"X30" MIS SEWER HAS BEEN FILLED WITH FLOWABLE FILL.
(NGVD29)
3. ALL INVERT ELEVATIONS/DEPTHS ARE REFERRED TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929
SUNDAY & HOLIDAYS
EXCLUDING SATURDAY,
TO DIGGING,
3 WORKING DAYS PRIOR
(TOLL FREE)
800-242-8511
CALL DIGGERS HOTLINE
BEFORE YOU DIG
OUTLET NO. INVERT ELEV SIZE
1 689.13' 104" CONCRETE
2 685.45' 15" CONCRETE
3 678.39' 15" CMP
4 674.22' 36" CONCRETE
6 677.24' 48"X96" 103RD ST CONCRETE OUTFALL
7 680.98' 8" CMP
8 671.89' 12" CMP
9 672.44' 12" CMP
10 672.37' 18" CMP
UNLESS NOTED OTHER WISE.
APRON ENDWALL WITH GRATE ON PIPES MEDIUM FIELDSTONE WITH GEOTEXTILE FABRIC AT ALL DISCHARGES CONSTRUCTION TO THE POINT WHERE THE INVERT OF THE PIPE MATCHES THE PROPOSED GRADING. INSTALL AN
4. EXTEND EXISTING STORM SEWER OUTET PIPES LISTED ON THE OUTLET TABLE ENCOUNTERED DURING
EXISTING 2-36" PVC
OUTFALL
104TH ST.
103 RD ST.
LIST OF OUTFALLS TABLE SEE NOTE 4
EXACT LOCATION AND CONTACT DIGGERS HOTLINE 3 WORKING DAYS BEFORE DIGGING.
TO A REASONABLE DEGREE OF ACCURACY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM THE
1. SURFACE FEATURES AND KNOWN UNDERGROUND UTILITIES PROVIDED BY MMSD SURVEY HAVE BEEN SHOWN
S T
A . 5
S T
A . 1
S T
A . 2
0S
T A . 3
S T A . 3
S T A . 40+00
STA. 40+00
STA. 45
+00
STA. 45+00
S T
A . 2
STA. 10+00
ASPHALT PATH
& UNDERWOOD CREEK CL
STA 50+63 RAILROAD
5 CONTRACTOR TO VERIFY 2- 36" PVC 104TH ST CONCRETE OUTFALL
4.0' HIGH SSP
1.75' HIGH SSP
0.5' HIGH CONCRETE & SSP
#3 REBAR W/CAP
USGS EL. 676.50
#3 REBAR W/CAP
USGS EL. 676.50
UNDERWOOD CREEK AS-BUILTS SHT 4 OF 6 FOR SECTION.
5. DROP STRUCTURE AT 33+70 CONSISTS OF UPSTREAM AND DOWNSTREAM SSP CUTOFF WALLS. SEE
NORTH EAST ELEVATION INVERT
390777.8 2522177 677.36
390784.8 2522166 681.01
390789.2 2522160 683.09
390794.3 2522150 684.78
390803.5 2522133 684.62
390762.6 2522205 677.54
390760.5 2522208 677.34
390756.6 2522215 677.99
390749.9 2522226 682.56
390745.2 683.11
390729.2 2522260 685.71
2522235
GAS LINE INVERT DATA
3" STEEL PIPE
CAUTION EXISTING GAS LINE CROSSING
EXISTING FENCE
B
C O
E S B
A C
K C
H E
C K
J
U N
SEE NOTE 5
SEWER ABANDONED IN PLACE,
DROP STRUCTURE, 24" VCP
POWER LINE
EXISTING OVERHEAD
100'0 50'
SCALE:1"=50'
J
U N
J
U L
C E
R T
IF
IE
D F
IN
A L
C E
R T
IF
IE
D F
IN
A L R
E A
D Y T
O A
D V
E R
T
IS
E
155+00
11-1M
11-2M
11-3M
11-4M
11-5M
11-6M
B-2
B-3
B-4
B-7
B-5
B-6
B-8
B-9
B-10
CREEK
UNDERWOOD
CREEK
MENOMONEE
18" MIS
48" MIS
39" x 30" MIS x
M
IS
x
M
IS
x
M
IS
x
M
IS
x
M
IS
x
MI
S
" x
" M
IS
48" MIS
48"
MIS
48" MIS
2 3
C
4 5
A
B
D E
T R
O
IT
M
IC
H
IG
A N
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
X
RC301
P
R O
S S
W M
J S
D E
T R
O
IT
M
IC
H
IG
A N
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
X
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
B
C O
E S R
E V
IE
W
J
U L
U N
D E
R W
O O
D C
R E
B
C O
E S R
E V
IE
W
W
X K -1
-C
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K A
P P
R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
SHEET
IDENTIFICATION
D A
T E
A P
P R
S
A AF
E
Y
Y
T
P S
C O
R
G
IN
E E
R S
D E
T R
T R
IC
T
In c r e a s e
P r o f it .S u b m it
V
E C
P 'S
V a g in e e r
US Army Corps
34'34'
15'15'
19'
E X
IS
T
IN
G T
Y P
IC
A L S
E C
T
IO
N S
S T
A T
O S
T A
G L F
E R S
E C
T
IO
N
SHEET OF
E C
O S
Y S
T E
M R
E S
T O
R A
T
IO
N J S
FLOW LINE
.5
19'
2:1
.5
8'8'
84'
2:1
.5
EXISTING TYPICAL SECTION
STA. 10+83 TO STA. 14+62
SCALE: 1"=5'
M A
R
J
U N
W
X K -1
-B -0
STA. 14+62 TO STA. 19+66
EXISTING GROUND
0 5'
SCALE: 1"= 5'
10'
2:1
SPILLWAY
EXISTING CONCRETE
12'15'
EXISTING GROUND
15'19'
FLOW LINE
CHANNEL
CONCRETE
EXISTING
27'8'
P/L P/L
EXISTING SECTION
STA. 14+62
SCALE: 1"=5'
(TO BE REMOVED)
REINFORCED CONCRETE
EXISTING 8" THICK
(TO BE REMOVED)
REINFORCED CONCRETE
EXISTING 8" THICK
P/L P/L
STA. 24+40 TO STA. 29+91
B
C O
E S B
A C
K C
H E
C K
J
U N
J
U N
J
U L
C E
R T
IF
IE
D F
IN
A L
C E
R T
IF
IE
D F
IN
A L R
E A
D Y T
O A
D V
E R
T
2 3
C
4 5
A
B
D E
T R
O
IT
M
IC
H
IG
A N
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
X
RC302
P
R O
S S
W M
J S
D E
T R
O
IT
M
IC
H
IG
A N
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
X
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
B
C O
E S R
E V
IE
W
J
U L
U N
D E
R W
O O
D C
R E
B
C O
E S R
E V
IE
W
W
X K -1
-C
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K A
P P
R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
SHEET
IDENTIFICATION
D A
T E
A P
P R
S
A AF
E
Y
Y
T
P S
C O
R
G
IN
E E
R S
D E
T R
T R
IC
T
In c r e a s e
P r o f it .S u b m it
V
E C
P 'S
V a g in e e r
US Army Corps
E X
IS
T
IN
G T
Y P
IC
A L S
E C
T
IO
N S
S T
A T
O S
T A
G L F
E R S
E C
T
IO
N
SHEET OF
E C
O S
Y S
T E
M R
E S
T O
R A
T
IO
N J S
M A
R
J
U N
W
X K -1
-B -0
0 5'
SCALE: 1"= 5'
10'
34'34'
15'15'
19'
FLOW LINE
.5
19'
2:1
.5
8'8'
84'
2:1
.5
EXISTING TYPICAL SECTION
SCALE: 1"=5'
EXISTING GROUND
(TO BE REMOVED)
REINFORCED CONCRETE
EXISTING 8" THICK
P/L P/L
STA. 22+52 TO 24+40
VARIES 8'-12'
34'34'
15'15'
19'
FLOW LINE
.5
19'
2:1
.5
8'8'
84'
2:1
.5
EXISTING TYPICAL SECTION
SCALE: 1"=5'
EXISTING GROUND
(TO BE REMOVED)
REINFORCED CONCRETE
EXISTING 8" THICK
P/L P/L
STA. 19+66 TO 22+52
VARIES 4'-12'
FLOW LINE
.6
EXISTING GROUND
VARIES
VARIES VARIES
VARIESVARIES
P/L P/L
SLOPE VARIES
SLOPE V
ARIE
S
15' - 32'15' - 32'
34' - 62'34' - 62'
EXISTING TYPICAL SECTION
STA. 29+91 TO STA. 33+56
(TO BE REMOVED)
REINFORCED CONCRETE
EXISTING 8" THICK
.5
WIDTH & DEPTH UNKNOWN
EXISTING CONC. TO REMAIN
TO BE REMOVED AND REPLACED
EXISTING CHAIN-LINK FENCE
B
C O
E S B
A C
K C
H E
C K
J
U N
J
U N
J
U L
C E
R T
IF
IE
D F
IN
A L
C E
R T
IF
IE
D F
IN
A L R
E A
D Y T
O A
D V
E R
T
2 3
C
4 5
A
B
D E
T R
O
IT
M
IC
H
IG
A N
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
X
RC303
P
R O
S S
W M
J S
D E
T R
O
IT
M
IC
H
IG
A N
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
X
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
B
C O
E S R
E V
IE
W
J
U L
U N
D E
R W
O O
D C
R E
B
C O
E S R
E V
IE
W
W
X K -1
-C
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K A
P P
R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
SHEET
IDENTIFICATION
D A
T E
A P
P R
S
A AF
E
Y
Y
T
P S
C O
R
G
IN
E E
R S
D E
T R
T R
IC
T
In c r e a s e
P r o f it .S u b m it
V
E C
P 'S
V a g in e e r
US Army Corps
E X
IS
T
IN
G T
Y P
IC
A L S
E C
T
IO
N S
S T
A T
O S
T A
G L F
E R S
E C
T
IO
N
FLOW LINE
SHEET OF
E C
O S
Y S
T E
M R
E S
T O
R A
T
IO
N J S
EXISTING TYPICAL SECTION
STA. 33+56 TO STA. 37+66
2' 7'7' 2'
.6
76' +/- 96' +/-
172' +/- P/LP/L
EXISTING VEGETATED FLOODPLAIN EXISTING VEGETATED FLOODPLAIN
VEGETATED U
PLAND A
REA
EXISTING GROUND
VEGETATED UPLAND AREA
SLOPE V
ARIE
S
SLOPE VARIES
SCALE: 1"=5'
M A
R
J
U N
W
X K -1
-B -0
STA. 37+81 TO STA. 45+87
32'32'
10' 10'
0 5'
SCALE: 1"= 5'
10'
SCALE: 1"=5'
CHANNEL BOTTOM
CHANNEL BOTTOM
REINFORCEMENT
STEEL MESH
EXISTING GRADE
PIPE
EX. 36"
EX. 42" PIPE
(TO BE REMOVED)
REINFORCED CONCRETE
EXISTING 8" THICK
(TO BE REMOVED)
REINFORCED CONCRETE
EXISTING 8" THICK
J
U N
B
C O
E S B
A C
K C
H E
C K
STA. 37+66 TO STA. 37+81
EXISTING SECTION @ STRUCTURE
J
U N
J
U L
C E
R T
IF
IE
D F
IN
A L
C E
R T
IF
IE
D F
IN
A L R
E A
D Y T
O A
D V
E R
T
2 3
C
4 5
A
B
D E
T R
O
IT
M
IC
H
IG
A N
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
X
RC304
P
R O
S S
W M
J S
D E
T R
O
IT
M
IC
H
IG
A N
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
X
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
B
C O
E S R
E V
IE
W
J
U L
U N
D E
R W
O O
D C
R E
B
C O
E S R
E V
IE
W
W
X K -1
-C
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K A
P P
R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
SHEET
IDENTIFICATION
D A
T E
A P
P R
S
A AF
E
Y
Y
T
P S
C O
R
G
IN
E E
R S
D E
T R
T R
IC
T
In c r e a s e
P r o f it .S u b m it
V
E C
P 'S
V a g in e e r
US Army Corps
G L F
E R S
E C
T
IO
N
E X
IS
T
IN
G T
Y P
IC
A L S
E C
T
IO
N S
S T
A T
O S
T A
E C
O S
Y S
T E
M R
E S
T O
R A
T
IO
N J S
SHEET OF
EXISTING TYPICAL SECTION
STA. 45+87 TO STA. 46+67
VARIES
124'
EXISTING GROUND
EXISTING GROUND
FLOW LINE
SLOPE VARIES
SLOPE V
ARIE
S
SCALE: 1"=5'
M A
R
J
U N
W
X K -1
-B -0
0 5'
SCALE: 1"= 5'
10'
EXISTING TYPICAL SECTION
15'15'
43.5'43.5'
.5
FLOW LINE
STA. 46+67 TO STA. 48+50
SCALE: 1"=5'
23' 23'
LIMITS OF CONCRETE REMOVAL LIMITS OF CONCRETE REMOVAL
EXISTING TYPICAL SECTION
15'15'
43.5'43.5'
.5
FLOW LINE
STA. 48+50 TO STA. 49+94
SCALE: 1"=5'
23' 23'
LIMITS OF CONCRETE REMOVAL LIMITS OF CONCRETE REMOVAL
(TO REMAIN)
CONCRETE PAVEMENT
8" THICK REINFORCED
VARIES 35' - 53'VARIES 32' - 53'
(TO BE REMOVED)
REINFORCED CONCRETE
EXISTING 8" THICK
(TO REMAIN)
REINFORCED CONCRETE
EXISTING 8" THICK
(TO BE REMOVED)
REINFORCED CONCRETE
EXISTING 8" THICK
HWY 45 BRIDGE PIERSHWY 45 BRIDGE PIERS
(TO BE REMOVED)
REINFORCED CONCRETE
EXISTING 8" THICK
B
C O
E S B
A C
K C
H E
C K
J
U N
J
U N
J
U L
C E
R T
IF
IE
D F
IN
A L
C E
R T
IF
IE
D F
IN
A L R
E A
D Y T
O A
D V
E R
T
SHEETPILE
SHEETPILE
FAILURE
FA
IL
U R E
FAILURE
INVERT_EL. 679.02
12"_CMP
W
ES
T
FI
SHER
PARKW
AY
10301
10225
10217
10207
10141
10131 10123 A P
A R T
M E
N T S
G
G
G
G
G
G
G
G
G
G
G
G
G
HIGH-VOLTAGE / FIBER-OPTICS
HI
GH-
VOLT
AGE /
FI
BER-
OPTIC
S
H
IG
H -V
O L T A
G E F
IB
E R -O
P T
IC
S
H
IG
H -V
O L T
A G
E F
IB
E R -O
P T
IC
S
GRAVEL PATH
ASPHALT PATH
ASPHALT PATH
RIPRAP
RIPRAP
R
IP
R A
P
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W W
W W
W W
W
W
W
W
W
W
W W
WWW
W
W W
W W
W
ASPHALT PATH
ASP
H
ALT
P
ATH
T U
N N
E L
STA. 45+00
S T A . 4
S T A . 5
0+
S T A . 3
S T
A . 3
S T
A . 2
S T
A . 2
S T
A . 1
P A
C
IF
IC
C
A N
A D
IA
N R
A
IL
R O
A D
USH 45
USH 45
M
ENO
M
NEE RIVER
CD101
.T .S
D
2 3
C
4 5
A
B
D E
T R
O
IT
M
IC
H
IG
A N
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
X
P
R O
S S
J S
D E
T R
O
IT
M
IC
H
IG
A N
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
X
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
J
U L
B
C O
E S R
E V
IE
W
W
X K -1
-C
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K A
P P
R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
S
A AF
E
Y
Y
T
P S
C O
R
G
IN
E E
R S
D E
T R
T R
IC
T
In c r e a s e
P r o f it .S u b m it
V
E C
P 'S
V a g in e e r
US Army Corps
SHEET OF
B
C O
E S R
E V
IE
W
J S
C D
.D
G N
G L F
E R S
E C
T
IO
N
E C
O S
Y S
T E
M R
E S
T O
R A
T
IO
N U
N D
E R
W O
O D C
R E
R E
Q U
IR
E D D
E M
O L
IT
IO
N P
L A
N
10+00
N
REQUIRED DEMOLITION PLAN LEGEND
EXISTING CONCRETE CHANNEL LINING
TO BE DEMOLISHED AND DISPOSED OFF SITE.
W. FISHER PARKWAY
STA. 50+45
UPSTREAM END
END PROJECT &
CONCRETE REMOVAL
CANADIAN PACIFIC RAILWAY
HIGH-VOLTAGE / FIBER-OPTICS
CONCRETE CHANNEL
POWER LINE
OVERHEAD
STA. 10+67
48" MIS (SEWER)
INVERT EL. 652.07
BEGIN CONCRETE
REMOVAL
DOWNSTREAM END
TRANSFORMERS
INVERT EL. 653.63
48" MIS (SEWER)
EXISTING 48"x96"
INVERT EL. 677.74'
CONCRETE OUTFALL
TO BE REMOVED
DROP STRUCTURE @ STA 49+90
EXISTING 1.90' HIGH SHEET PILE
SCALE: 1"=150'
N
ABANDONED 39"X30"
MIS (SEWER)
M A
R
J
U N
48" M
IS (S
EWER)ABANDONED 39"
X30"
G
G
G
G
G
G
G
G
G
G
G
R
IP
R A
P
W
W
W
W
W
STA. 45+00
S T A . 5
0+
USH 45
USH 45
SHEETPILE
46'
W
X K -1
-B -0
PLAN NOTES
103 RD ST
104 TH ST
EXISTING 2- 36" PVC
DOWMNSTREAM END
TO BE REMOVED
DROP STRUCTURE @ STA 49+90
EXISTING 1.90' HIGH SHEET PILE
STA. 50+45
UPSTREAM END
END PROJECT &
CONCRETE REMOVAL
SUNDAY & HOLIDAYS
EXCLUDING SATURDAY,
TO DIGGING,
3 WORKING DAYS PRIOR
(TOLL FREE)
800-242-8511
CALL DIGGERS HOTLINE
THE CONTRACTOR SHALL
PRIOR TO ANY EXCAVATION
680 FEET TO BE REMOVED
TO BE REMOVED
DROP STRUCTURE @ STA 20+20
EXISTING 3.5' HIGH CONCRETE
SSP WALL REMOVAL
SECTION LOOKING UPSTREAM
8' 8'32'32' 6'-8" 6'-8"30'
8' LONG 16' LONG 12' LONG 8' LONG 12' LONG 16' LONG 8' LONG
88.71' TO REMAIN
SEE DETAIL 2 ON SHEET
REMOVE SSP DROP STRUCTURE
MOVED BY OTHERS
CROSSING 3" STEEL PIPE TO BE
CAUTION EXISTING GASLINE
ABANDONED USGS METERING STATION
REMOVE & DISPOSE OF
TO BE REMOVED
DROP STRUCTURE @ STA 43+45
EXISTING 4.0' HIGH SSP
TO BE REMOVED
DROP STRUCTURE @ STA 40+90
EXISTING 1.75' HIGH SSP
TO BE REMOVED
DROP STRUCTURE @ STA 33+70
EXISTING 0.5' HIGH CONCRETE & SSP
HWY 45 BRIDGE PIERS
INVERT EL. 663.14
MIS (SEWER)
ABANDONED 39"X30"
BEGIN REMOVAL OF
TO REMAIN
INVERT EL. 665.04
MIS (SEWER)
ABANDONED 39"X30"
END REMOVAL OF
TO REMAIN
TO REMAIN
TO REMAIN
APPROX 10'X3"X200'
CART PATH
REPLACE ASPHALT
REMOVE AND
DETAIL 1
CD101NOT TO SCALE
DETAIL
CD101NOT TO SCALE
CD101NOT TO SCALE
SEE DETAIL
PER COR
REMOVED AND RELOCATED
EXISTING FENCE TO BE
B
C O
E S B
A C
K C
H E
C K
J
U N
100'0 50'
SCALE:1"=50'
AS STATED IN SPECIFICATIONS SECTION 31 00 00 PART 3.5 EXCAVATION PLAN.
10. THE CONTRACTOR SHALL TAKE PRECAUTIONS WHEN WORKING ABOVE THE 48" MIS
APPROXIMATELY 12 FEET LONG.
REFERENCE DRAWINGS CORRECTLY. STRUCTURE ARE ASSUMED TO BE SSP
9. DROP STRUCTURE SHOWN AT 40+90 AND 43+45 ARE NOT SHOWN ON PROVIDED
DETAILS
8. SEE REFERENCE DRAWINGS IN SPEC SECTION 01 99 90 FOR DROP STRUCTURE
NOTED.
7. ALL CONCRETE CHANNEL BOTTOM AND BANKS ARE TO BE REMOVED EXCEPT AS
WITH CONTRACTING OFFICER REPRESENTATIVE.
6. TWENTY FIVE (25) TREES SHALL REMAIN. CONTRACTOR SHALL VERIFY LOCATIONS
LIMITS AS SHOWN. IT HAS BEEN FILLED WITH FLOWABLE FILL.
5. THE ABANDONED 39" X 30" MIS SEWER SHALL BE REMOVED WITHIN THE PROJECT
4. SEE SHEETS RC301 THROUGH RC304 FOR EXISTING/DEMO TYPICAL SECTIONS.
BE DISPOSED AT THE APPROPRIATE SITE.
3. ALL EXCAVATED MATERIAL ABOVE THE EXCAVATION LIMIT FOR THE PROJECT SHALL
2. ALL EXISTING OUTFALLS AND PIPES TO REMAIN ACTIVE DURING CONSTRUCTION.
1. A MAXIMUM OF 200' OF STREAM CHANNEL MAY BE EXPOSED AT A GIVEN TIME.
J
U N
J
U L
C E
R T
IF
IE
D F
IN
A L
C E
R T
IF
IE
D F
IN
A L R
E A
D Y T
O A
D V
E R
T
IS
E
6-12IN_X8
18-24IN
6-12IN_X2
6-12IN
12-18IN_X2
6-12IN_X3
6-12IN_X3
6-12IN_X2
6-12IN
6-12IN_X3
12-18IN
6-12IN_X2
6-12IN
6-12IN_X2
12-18IN
6-12IN
6-12IN
6-12IN_X5
12-18IN
6-12IN_X2
6-12IN
6-12IN
6-12IN
6-12IN6-12IN12-18IN6-12IN
6-12IN_X3
6-12IN_X2
12-18IN
6-12IN_X2
6-12IN
6-12IN6-12IN
12-18IN
12-18IN
6-12IN
6-12IN
6-12IN
6-12IN
6-12IN
6-12IN
6-12IN_X3
6-12IN_X2
6-12IN
6-12IN_X2
6-12IN
12-18IN
6-12IN
6-12IN
12-18IN
6-12IN
6-12IN
6-12IN_X26-12IN
6-12IN
6-12IN
12-18IN
12-18IN
6-12IN
6-12IN
6-12IN
18-24IN
6-12IN
6-12IN6-12IN
6-12IN_X2
6-12IN
12-18IN
6-12IN6-12IN_X2
6-12IN
12-18IN
6-12IN_X2
6-12IN6-12IN
6-12IN
6-12IN
6-12IN
6-12IN
6-12IN_X2
6-12IN
>24IN6-12IN_X2
6-12IN
12-18IN_X3
6-12IN_X2
6-12IN
12-18IN
6-12IN6-12IN
6-12IN6-12IN6-12IN
12-18IN
6-12IN
6-12IN
12-18IN
6-12IN
6-12IN
12-18IN
6-12IN_X2
6-12IN6-12IN
6-12IN
12-18IN
6-12IN6-12IN
6-12IN6-12IN
6-12IN
6-12IN
6-12IN
6-12IN
12-18IN
6-12IN_X2
6-12IN_X2
6-12IN
12-18IN
>24IN
6-12IN
6-12IN
6-12IN
12-18IN
6-12IN
6-12IN_X2
12-18IN6-12IN
6-12IN
6-12IN_X2
6-12IN_X2
18-24IN
12-18IN_X4
CP
CP
18-24IN
6-12IN
6-12IN
12-18IN
6-12IN_X2
6-12IN
6-12IN_X2
6-12IN_X2
12-18IN
12-18IN12-18IN
12-18IN
18-24IN_X2
12-18IN
18-24IN
6-12IN
6-12IN
6-12IN6-12IN
6-12IN6-12IN
6-12IN6-12IN_X2
6-12IN
6-12IN
6-12IN_X2
6-12IN
6-12IN
6-12IN
6-12IN
6-12IN_X3
6-12IN
12-18IN
6-12IN
6-12IN_X2
6-12IN
6-12IN
6-12IN
6-12IN
6-12IN6-12IN
6-12IN
6-12IN6-12IN
6-12IN
6-12IN
6-12IN
6-12IN
6-12IN6-12IN
6-12IN
6-12IN_X2
18-24IN
12-18IN_X3
6-12IN
6-12IN6-12IN
6-12IN
6-12IN
6-12IN
6-12IN_X2
12-18IN
6-12IN
6-12IN
6-12IN_X26-12IN
6-12IN
6-12IN
6-12IN
12-18IN_X2
6-12IN6-12IN
6-12IN
6-12IN
6-12IN_X2
6-12IN
6-12IN
6-12IN
6-12IN
6-12IN
6-12IN
6-12IN
6-12IN
12-18IN
6-12IN6-12IN
6-12IN6-12IN
6-12IN_X5
6-12IN
6-12IN
6-12IN
12-18IN_X5
6-12IN
12-18IN
6-12IN6-12IN_X2
6-12IN_X2
6-12IN_X2
6-12IN
6-12IN
6-12IN6-12IN
18-24IN
6-12IN_X2
6-12IN
12-18IN
6-12IN
>24IN
18-24IN_X26-12IN
6-12IN_X2
18-24IN
6-12IN
6-12IN12-18IN
>24IN
6-12IN
6-12IN
6-12IN
6-12IN_X2
6-12IN
6-12IN
12-18IN
6-12IN
6-12IN
6-12IN6-12IN
12-18IN_X3
6-12IN
6-12IN
6-12IN
18-24IN6-12IN6-12IN
12-18IN
12-18IN
12-18IN
12-18IN
18-24IN_X2
6-12IN_X2
6-12IN
6-12IN
6-12IN
6-12IN
6-12IN
6-12IN6-12IN
6-12IN
6-12IN6-12IN6-12IN
12-18IN
12-18IN_X2
6-12IN
6-12IN
6-12IN
12-18IN
6-12IN_X2
6-12IN_X218-24IN
6-12IN
6-12IN
6-12IN
6-12IN6-12IN
6-12IN
12-18IN
12-18IN
6-12IN
>24IN
12-18IN
6-12IN
6-12IN6-12IN
6-12IN
6-12IN6-12IN12-18IN
6-12IN
12-18IN
12-18IN6-12IN
6-12IN
6-12IN
6-12IN
6-12IN 6-12IN_X2
6-12IN_X2
6-12IN12-18IN
6-12IN
6-12IN_X2
6-12IN
6-12IN
18-24IN_X2
6-12IN
6-12IN
6-12IN
6-12IN
12-18IN
6-12IN
12-18IN6-12IN
6-12IN6-12IN18-24IN
6-12IN
12-18IN6-12IN
12-18IN
12-18IN6-12IN
6-12IN
6-12IN
6-12IN6-12IN_X4
6-12IN6-12IN6-12IN
6-12IN
6-12IN
6-12IN6-12IN
12-18IN6-12IN
6-12IN
6-12IN
6-12IN6-12IN
12-18IN6-12IN6-12IN6-12IN
6-12IN
6-12IN
6-12IN
TMPCP
6-12IN6-12IN
6-12IN_X4
6-12IN
6-12IN
6-12IN
6-12IN
6-12IN_X5
6-12IN
6-12IN6-12IN6-12IN
6-12IN
12-18IN_X26-12IN
6-12IN
6-12IN
12-18IN_X26-12IN6-12IN
12-18IN_X2
6-12IN
6-12IN
6-12IN 6-12IN
6-12IN6-12IN
6-12IN
6-12IN6-12IN6-12IN6-12IN_X26-12IN6-12IN_X3
6-12IN_X36-12IN12-18IN_X4
6-12IN 12-18IN_X3
12-18IN
18-24IN6-12IN_X3
6-12IN_X2
12-18IN_X4
12-18IN_X2
6-12IN
6-12IN6-12IN
6-12IN6-12IN
6-12IN
6-12IN
6-12IN
6-12IN6-12IN 6-12IN6-12IN
6-12IN6-12IN
6-12IN
6-12IN
6-12IN
6-12IN
6-12IN12-18IN6-12IN
6-12IN6-12IN
6-12IN
6-12IN6-12IN_X2
6-12IN6-12IN
6-12IN6-12IN
6-12IN
6-12IN
6-12IN6-12IN
6-12IN
6-12IN_X26-12IN
6-12IN_X2
6-12IN_X3
6-12IN6-12IN6-12IN
12-18IN_X3
6-12IN
6-12IN
6-12IN
6-12IN
6-12IN
6-12IN
6-12IN_X3
6-12IN_X26-12IN
6-12IN
12-18IN6-12IN_X26-12IN
6-12IN
6-12IN6-12IN
6-12IN6-12IN_X2
6-12IN
12-18IN 12-18IN
6-12IN
6-12IN
12-18IN
12-18IN
18-24IN
6-12IN
12-18IN
12-18IN
18-24IN
18-24IN
12-18IN
12-18IN
6-12IN
18-24IN
6-12IN_X3
6-12IN
6-12IN
18-24IN
18-24IN
6-12IN
6-12IN
6-12IN
6-12IN_X36-12IN
6-12IN
6-12IN
18-24IN
12-18IN6-12IN6-12IN
12-18IN6-12IN_X2
6-12IN_X2
12-18IN_X2
18-24IN
12-18IN6-12IN6-12IN_X3
12-18IN
12-18IN_X2
6-12IN_X2
18-24IN6-12IN
6-12IN6-12IN
6-12IN
12-18IN
6-12IN12-18IN
12-18IN12-18IN
6-12IN
6-12IN12-18IN
6-12IN_X2
6-12IN_X3
6-12IN_X2
>24IN
>24IN
18-24IN
12-18IN
6-12IN
12-18IN
12-18IN
12-18IN
12-18IN
6-12IN
6-12IN6-12IN6-12IN_X3
6-12IN
12-18IN
>24IN
18-24IN
>24IN
18-24IN
18-24IN
>24IN
6-12IN
6-12IN
6-12IN
6-12IN
12-18IN
12-18IN
6-12IN
6-12IN
12-18IN
12-18IN
6-12IN
12-18IN_X2
6-12IN
6-12IN12-18IN
6-12IN
6-12IN
6-12IN_X2
6-12IN_X2
12-18IN
18-24IN
6-12IN
18-24IN
18-24IN
18-24IN
6-12IN
12-18IN
6-12IN6-12IN_X2
6-12IN
18-24IN
12-18IN
12-18IN
6-12IN
6-12IN
6-12IN6-12IN_X2
12-18IN_X2
6-12IN
>24IN
18-24IN
6-12IN
6-12IN
6-12IN
6-12IN
>24IN
18-24IN
12-18IN
6-12IN
6-12IN_X2
12-18IN
12-18IN
6-12IN_X212-18IN
6-12IN6-12IN
6-12IN
12-18IN
6-12IN6-12IN_X2
6-12IN6-12IN
12-18IN
12-18IN6-12IN
12-18IN
12-18IN6-12IN
6-12IN
6-12IN
18-24IN18-24IN18-24IN
6-12IN
6-12IN6-12IN
6-12IN
12-18IN
6-12IN
18-24IN
18-24IN
12-18IN
12-18IN
6-12IN
6-12IN_X3
6-12IN
6-12IN
12-18IN
6-12IN
6-12IN
6-12IN
6-12IN
6-12IN
6-12IN12-18IN12-18IN
6-12IN
6-12IN6-12IN_X2
6-12IN
6-12IN
6-12IN
6-12IN
6-12IN_X2
12-18IN
6-12IN
6-12IN
6-12IN
12-18IN12-18IN6-12IN
6-12IN
6-12IN
6-12IN
6-12IN
12-18IN
6-12IN
>24IN
6-12IN
6-12IN
18-24IN
6-12IN
TMPCP
TMPCP
TMPCP
18-24IN
6-12IN
6-12IN
6-12IN
6-12IN_X2
6-12IN_X6
6-12IN6-12IN
6-12IN
6-12IN
6-12IN
6-12IN
6-12IN_X5
6-12IN
6-12IN
6-12IN_X2
6-12IN
6-12IN6-12IN
12-18IN
6-12IN6-12IN6-12IN
6-12IN12-18IN12-18IN
6-12IN12-18IN
6-12IN_X2
6-12IN
6-12IN6-12IN6-12IN
12-18IN
6-12IN_X212-18IN
6-12IN
6-12IN
6-12IN
6-12IN
6-12IN
6-12IN
6-12IN
6-12IN
6-12IN
12-18IN
6-12IN
6-12IN6-12IN
6-12IN
6-12IN6-12IN
6-12IN
>24IN
12-18IN6-12IN
6-12IN
12-18IN_X2
12-18IN
12-18IN
6-12IN
6-12IN
6-12IN
12-18IN
12-18IN
6-12IN
6-12IN
6-12IN12-18IN
6-12IN12-18IN6-12IN
6-12IN
6-12IN
6-12IN_X2
6-12IN
6-12IN_X2
6-12IN
6-12IN
6-12IN
12-18IN12-18IN6-12IN
6-12IN6-12IN
12-18IN
6-12IN_X36-12IN
12-18IN6-12IN6-12IN
6-12IN_X3
6-12IN6-12IN
6-12IN
6-12IN
12-18IN
6-12IN
6-12IN6-12IN_X2
6-12IN
12-18IN_X2
6-12IN
12-18IN6-12IN
6-12IN_X2
6-12IN
12-18IN
12-18IN
6-12IN6-12IN12-18IN
12-18IN 6-12IN
12-18IN
12-18IN
12-18IN
12-18IN6-12IN
12-18IN
18-24IN
6-12IN
12-18IN
12-18IN18-24IN12-18IN
12-18IN12-18IN
12-18IN12-18IN
6-12IN6-12IN
6-12IN
6-12IN6-12IN
12-18IN
6-12IN6-12IN12-18IN6-12IN_X5
12-18IN
6-12IN6-12IN
6-12IN
6-12IN
6-12IN
12-18IN
6-12IN
6-12IN
6-12IN_X5
6-12IN
12-18IN
6-12IN6-12IN
6-12IN
6-12IN6-12IN
12-18IN
12-18IN
155+00
CREEK
UNDERWOOD
CREEK
MENOMONEE
G
G
G
G
G
G
G
G
G
G
G
G
G
TUNNEL_96"_CMP
TUNNEL_96"_CMP
SHEETPILE
SHEETPILE
SHEETPILE
SHEETPILE
SHEETPILE
SAMPLE_TUBE
USGS_EL. 676.50
#3_REBAR_W/CAP
FAILURE
FA
IL
U R E
FAILURE
INVERT_EL. 671.89
12"_CMP
INVERT_EL. 672.37
18"_CMP
INVERT_EL. 679.02
12"_CMP
W
ES
T
FI
SHER
PARKW
AY
10301
10225
10217
10207
10141
10131 10123
INVERT_EL. 674.22
36"_CONCRETE
INVERT_EL. 678.39
15"_CMP
INVERT_EL. 685.45
15"_CONCRETE
INVERT_EL. 672.44
12"_CMP
A P
A R T
M E
N T S
G
G
G
G
G
G
G
G
G
G
G
G
G
HIGH-VOLTAGE / FIBER-OPTICS
HI
GH-
VOLT
AGE /
FI
BER-
OPTIC
S
H
IG
H -V
O L T
A G
E F
IB
E R -O
P T
IC
S
GRAVEL PATH
ASPHALT PATH
ASPHALT PATH
RIPRAP
RIPRAP
RIPRAP
R
IP
R A
P
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W W
W W
W W
W
W
W
W
W
W
W W
WWW
W
W W
W W
W
ASPHALT PATH
ASP
H
ALT
P
ATH
T U
N N
E L
STA. 10+00
BEGIN PROJECT
DOWNSTREAM END
STA. 45+00
S T A . 4
S T A . 5
0+
S T A . 3
S T
A . 3
S T
A . 2
S T
A . 2
S T
A . 1
0 OVERHEAD
POWER LINE
EXISTING 48"x96"
INVERT EL. 677.74'
INVERT EL. 689.13'
EXISTING 104"
P A
C
IF
IC
C
A N
A D
IA
N R
A
IL
R O
A D
W. FISHER PARKWAY
N
INVERT_EL. 680.98
8"_CMP
CONCRETE OUTFALL
CONCRETE OUTFALL
INVERT_EL. 671.44
INVERT_EL. 670.00
INVERT_EL. 672.53
INVERT_EL. 671.33
USH 45
USH 45
M
ENO
M
NEE RIVER
CG101
.T .S
D
2 3
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4 5
A
B
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D A
T E
M A
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D E
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IP
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N
C O
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R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
J
U L
B
C O
E S R
E V
IE
W
W
X K -1
-C
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K A
P P
R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
S
A AF
E
Y
Y
T
P S
C O
R
G
IN
E E
R S
D E
T R
T R
IC
T
In c r e a s e
P r o f it .S u b m it
V
E C
P 'S
V a g in e e r
US Army Corps
SHEET OF
B
C O
E S R
E V
IE
W
J S
C G
.D
G N
G L F
E R S
E C
T
IO
N
E C
O S
Y S
T E
M R
E S
T O
R A
T
IO
N U
N D
E R
W O
O D C
R E
R E
Q U
IR
E D E
R O
S
IO
N C
O N
T R
O L P
L A
N
REQUIRED EROSION CONTROL PLAN
CANADIAN PACIFIC RAILWAY
EROSION CONTROL PLAN
EROSION CONTROL NOTES:
STA. 50+40
END PROJECT
UPSTREAM END
M A
R
J
U N
2. A MAXIMUM OF 200' OF STREAM CHANNEL MAY BE EXPOSED AT ANY ONE TIME.
THE USACE, MMSD, WDNR, AND THE CITY OF WAUWATOSA.
WAUWATOSA'S EROSION CONTROL ORDINANCE, WORK MAY NOT BEGIN UNTIL THIS PLAN IS APPROVED BY REQUIREMENTS OF THE WATER RESOURCES APPLICATION FOR PROJECT PERMITS, AND THE CITY OF SECTION 31 32 11 SOIL SURFACE EROSION CONTROL (PROTECTION OF THE ENVIRONMENT), PERMIT
1. CONTRACTOR SHALL PREPARE AN EROSION CONTROL PLAN IN ACCORDANCE WITH SPECIFICATION
W
X K -1
-B -0
H
IG
H -V
O L T A
G E F
IB
E R -O
P T
IC
S R
U N S A
L O
N G T
H E B
R
ID
G E
7. MATERIALS MAY BE STOCKPILED AT CONSTRUCTION STAGING AREA LOCATIONS.
OUTFALLS DURING CONSTRUCTION.
CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTION OF EROSION DUE TO CHANNELIZED FLOW FROM THESE
5. EXISTING SEWER OUTFALLS TO THE UNDERWOOD CREEK SHALL BE MAINTAINED DURING CONSTRUCTION.
STANDARDS.
CONSTRUCTION SHALL BE IN ACCORDANCE WITH WDNR CONSTRUCTION SITE EROSION CONTROL TECHNICAL CONSTRUCTION SITE ACCESS LOCATIONS TO PREVENT TRACKING OF SEDIMENT ONTO ROADWAYS.
4. STABILIZED CONSTRUCTION ENTRANCES (SCE) SHALL BE CONSTRUCTED AND MAINTAINED AT ALL
WITH THESE STANDARDS UNLESS SPECIFIED OTHERWISE.
AVAILABLE AT THE WDNR WEB SITE. MATERIALS USED FOR EROSION CONTROL MEASURES SHALL BE CONSISTENT PRACTICE STANDARDS AND CONSTRUCTION SITE EROSION AND SEDIMENT CONTROL TECHNICAL STANDARDS, DEWATERING OPERATIONS BY THE CONTRACTOR SHALL BE IN ACCORDANCE WITH THE WDNR CONSERVATION
3. UNLESS OTHERWISE NOTED, INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES AND
TEMPORARY STAGING & STOCKPILE
EASEMENT
SCE
SCE
SCE
STAGING AREA
STAGING AREA
SEE DETAILS ON SHEET CG501
STABILIZED CONSTRUCTION ENTRANCE (SCE)
SEE DETAIL ON CG501
REQ'D SILT FENCE FOR PROTECTION
NOT TO BE DISTURBED
EXISTING WETLAND
SUBJECTED TO SEDIMENT INFILTRATION DUE TO THIS PROJECTS CONSTRUCTION ACTIVITIES.
11. INLET PROTECTION FABRIC DROPS SHALL BE INSTALLED ON ALL EARTH BASIN STRUCTURES THAT MAY BE
WAUWATOSA'S EROSION CONTROL ORDINANCE.
WDNR PERMITS ISSUED UNDER THE WATER RESOURCES APPLICATION FOR PROJECT PERMITS AND THE CITY OF
10. DAILY EROSION CONTROL MAINTENANCE ACTIVITIES SHALL BE IN ACCORDANCE WITH PROVISIONS OF THE
THE CONTRACTOR SHALL TAKE NECESSARY MEASURES TO STABILIZE AND PROTECT THE FOUNDATION.
DOES NOT GET UNDERMINED AT ANY TIME DURING CONSTRUCTION. IN THE EVENT THAT UNDERMINING OCCURS,
9. THE CONTRACTOR SHALL TAKE NECESSARY MEASURES TO ENSURE THAT CONCRETE TO REMAIN IN-PLACE
PLAN.
CONTRACTOR SHALL SELECT APPROPRIATE DEVICE FOR THE SITE AND INCLUDE ON THEIR EROSION CONTROL THE CHANNEL AT THE END OF EACH CONSTRUCTION DAY AND PRIOR TO PREDICTED RAINFALL EVENTS.
ACCUMULATED SEDIMENT SHALL BE REMOVED AFTER EQUIPMENT AND MATERIAL HAVE BEEN REMOVED FROM RELEASE OF SEDIMENT GENERATED DURING THE CONSTRUCTION ACTIVITIES OF THE DAY. THE DEVICES AND BEGINNING OF EACH CONSTRUCTION DAY AT THE DOWNSTREAM END OF THE PROJECT REACH TO CONTROL THE
8. CONTRACTOR SHALL INSTALL SEDIMENT TUBES/WATTLES AS SHOWN ON DETAIL SHEET CG501 AT THE
B
C O
E S B
A C
K C
H E
C K
J
U N
100'0 50'
SCALE:1"=50'
SCALE: 1"=150'
J
U N
J
U L
C E
R T
IF
IE
D F
IN
A L
C E
R T
IF
IE
D F
IN
A L R
E A
D Y T
O A
D…
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