W912P6-13-B-0004_Rosewood_Plan_Set.pdf
PDF 38 MB Posted
- Attached to
- ROSEWOOD PARK CONSTRUCTION PROJECT Federal contract opportunity
- Solicitation number
- W912P6-13-B-0004
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Plans
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| AMD_0006.pdf | ||
| Rosewood_Spec_Section_01_22_00_Amendment_5.pdf | ||
| AMD_0005.pdf | ||
| 35_31_19.45.pdf | ||
| Rosewood_Revised_Plans_for_Amendment_4.pdf | ||
| REGISTER.pdf | ||
| AMD_0004.pdf | ||
| AMD_0003.pdf | ||
| W912P6-13-B-0004_Rosewood_Park_Coastal_Ecosystem_Restoration_-_GLFER_AMD0003_Specifications.pdf | ||
| AMD_0002.pdf | ||
| W912P6-13-B-0004_Rosewood_Park_Coastal_Ecosystem_Restoration_-_GLFER_AMD0001_Specifications.pdf | ||
| AMD_0001.pdf | ||
| Rosewood_Amendment_1_Revised_Plans.pdf | ||
| Pre-Bid_Meeting_Sign-In_Sheet.pdf | ||
| W912P6-13-B-0004_Rosewood_Specs.pdf |
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ROSEWOOD PARK
HIGHLAND PARK, IL
G-001
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SECTION 506
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AUGUST 2013
Certified Final Documents - RTA W912P6-13-B-0004
W
SHEET INDEX GENERAL NOTES
LEGEND
STORM MANHOLE
SHORELINE
WATER MANHOLE
-11
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WORKLIMITS
STANDARD ABBREVIATIONS
EXISTING CONTOUR
PROPOSED CONTOUR
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BEACH NOURISHMENT
BREAKWATER
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STRUCTURAL DETAILS S-501 15.
TYPICAL PARKING LOT AND CHANNEL CROSS SECTION CS503 14.
TYPICAL BREAKWATER AND REVETMENT CROSS SECTIONS CS502 13.
TYPICAL BEACH CROSS SECTIONS CS501 12.
PLANTING PLAN CS103 11.
PLANTING PLAN CS102 10.
PLANTING PLAN CS101 9.
SITE PLAN CG003 8.
SITE PLAN CG002 7.
SITE PLAN CG001 6.
DEMOLITION PLAN CD101 5.
WORK LIMITS AND STAGING AREAS C-001 4.
SURVEY CONTROL AND BENCHMARKS G-003 3.
SHEET INDEX, LEGEND, ABBREVIATIONS AND GENERAL NOTES G-002 2.
LOCATION AND VICINITY MAP G-001 1.
REFERENCENUMBER
TITLE SHEET SHEET
INVASIVE REMOVAL
RAVINE AND SLOPE PLANTING /
REMOVAL
STREAM RESTORATION / INVASIVE
REMOVAL
DUNE PLANTING / INVASIVE
REMOVAL
BLUFF PLANTING / INVASIVE
REMOVAL
SAVANNA PLANTING / INVASIVE
EASTINGE
NORTHINGN
TYPICALTYP
STORM SEWERST
PAVEMENTP
TOP OF CURBT/C
OCEAN SURVEYS, INC.OSI
CORPS OF ENGINEERSCOE
ARMY CORPS OF ENGINEERSACOE
DIGITAL TERRAIN MODELDTM
CORRUGATED METAL PIPECMP
REINFORCED CONCRETE PIPERCP
STEEL SHEET PILESSP
CONTRACTING OFFICER'S REPRESENTATIVECOR
SANITARY SEWERSAN
MANHOLEMH
VERIFY IN FIELDVIF
ILLINOIS DEPARTMENT OF TRANSPORTATIONIDOT
PIPE SLOPES
HORIZONTALH
VERTICALV
MINIMUMMIN
NOT TO SCALENTS
EXPANSION JOINTEJ
CONSTRUCTION JOINTCJ
A U
G U
S T
GOVERNMENT.
TO PRE-CONSTRUCTION GRADES AND CONDITIONS AT NO ADDITIONAL COST TO THE
ALL EXISTING ROADS AND FACILITIES WITHIN THE WORK LIMITS SHALL BE RESTORED9.
AFFECTING THE WORK.
THE CONTRACT CLAUSE 52-236-3, SITE INVESTIGATIONS AND CONDITIONS
THE CONTRACTOR SHALL INVESTIGATE THE SITE IN ACCORDANCE WITH8.
MEASURES AS MAY BE REQUIRED TO RESOLVE THE DISCREPANCY.
REPRESENTATIVE. THE CONTRACTING OFFICER REPRESENTATIVE SHALL DETERMINE
SHALL IMMEDIATELY REPORT ANY DISCREPENCIES TO THE CONTRACTING OFFICER'S
BE VERIFIED BY THE CONTRACTOR IN THE FIELD. THE CONTRACTOR
LOCATION OF UTILITIES, AND OTHER SITE FEATURES ARE APPROXIMATE AND SHALL7.
FOR ACCESS TO THE SITE, SEE SH. NO. C-001, WORK LIMITS AND STAGING AREAS.6.
ENGINEER SHALL BE NOTIFIED PRIOR TO START OF WORK.
PRIOR TO START OF WORK AT ANY SITE. IF DISCREPANCIES BECOME APPARENT, THE
THE CONTRACTOR SHALL VERIFY ALL CONTOUR ELEVATIONS SHOWN ON THE DRAWINGS5.
CONSTRUCTION UNDER THIS CONTRACT, SHALL BE AT THE CONTRACTOR'S EXPENSE.
ANY CHANGES OR MODIFICATIONS TO THESE EXISTING FACILITIES, DUE TO
DITCHES, DRAINS, MANHOLES AND ALL OTHER UTILITIES DURING CONSTRUCTION.
THE CONTRACTOR SHALL MAINTAIN IN SERVICE ALL EXISTING SEWERS, CULVERTS,4.
SHOWN ON SH. NO. G-003.
FOR HORIZONTAL AND VERTICAL CONTROL, SEE CONTROL DATA INFORMATION3.
SEE SH. NO. CS501 & CS502 FOR VERTICAL DATUM CONVERSION EQUATIONS.
ALL ELEVATIONS SHOWN ON THE PLANS REFER TO NAVD88 UNLESS OTHERWISE NOTED.2.
D. J.U.L.I.E. (1-800-892-0123)
C. ALL PROPERTY OWNERS WHERE CONSTRUCTION IS LOCATED
B. HIGHLAND PARK PARK DISTRICT
A. VILLAGE OF HIGHLAND PARK
IN THE FIELD AND WITH, BUT NOT LIMITED TO, THE FOLLOWING:
BY THE ENGINEER. THE CONTRACTOR SHALL VERIFY ALL SUCH DETAILS AND NOTES
UTILITIES SHOWN AND LOCATED ON THE PLANS, ARE NOT GUARANTEED ACCURATE
1. ALL DETAILS AND NOTES, RELATIVE TO EXISTING SURFACE AND UNDERGROUND
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NAVD88
IL EAST NAD83 STATEPLANE COORDINATES
1.
2.
3.
HORIZONTAL & VERTICAL CONTROL POINTS
POINT
NORTHING (Y) EASTING (X)
DESCRIPTION
ELEV. ELEV.
4.
GENERAL NOTES
300 0 300 600
SCALE IN FEET
ROSEWOOD PARKSECTION 506HIGHLAND PARK, IL
TIME OF BIDDING, AND INCLUDE COST ACCORDINGLY IN THE BID.
NECESSARY ACTIONS TO ASSESS THE EXISTING CONDITIONS AT THE
DIFFER FROM THOSE SHOWN. THE CONTRACTOR SHALL TAKE ALL
TIME. EXISTING CONDITIONS DURING CONSTRUCTION MAY VARY AND
ENGINEERING, P.C. AND REPRESENTS CONDITIONS EXISTING AT THAT
FEBRUARY 2013 SURVEY PERFORMED BY AMERICAN SURVEYING &
THE SURVEY CONDITIONS SHOWN ON THESE DRAWINGS ARE FROM A
OF 1983 (NAD83) U.S. FEET (2011).
PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM
ALL COORDINATES SHOWN ARE REFERENCED TO THE ILLINOIS STATE
VERTICAL DATUM OF 1988 (NAVD88) U.S. FEET (GEOID12A).
ALL ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN
TO NGS MONUMENTS NG0161 & NG0149.
ALL HORIZONTAL AND VERTICAL CONTROL POINTS ARE REFERENCED
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200'0 100'
SCALE:1"=100'
NN
WL02
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WL14
WL15
WL21 WL22
WL23
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D B /A
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AND STORAGE, SEE NOTE 1
TO BE UTILIZED FOR STAGING
EXISTING PARKING LOT AREA
WL05
WL06
WL07
WL08
WL10
WL11
WL12
WL13
WL16
WL17
WL18
WL19WL20
2003428.0301137543.397WL 14
2003648.2381137657.027WL 13
2003972.7511137506.536WL 12
2004201.6941137415.965WL 11
2004568.7571137136.705WL 10
2004817.4081136890.456WL 09
2004642.6551136649.612WL 08
2004370.0041136875.056WL 07
2004293.9771136807.992WL 06
2004347.8271136756.539WL 05
2004452.3771136599.821WL 04
2004468.7361136478.641WL 03
2004550.9821136345.45WL 02
2004559.6691136298.476WL 01
POINT EASTING NORTHING
WORKLIMIT CONTROL POINTS
2004515.2841136296.442WL 29
2004518.7841136343.799WL 28
2004434.2321136479.712WL 27
2004401.2681136607.656WL 26
2004215.3051136796.492WL 25
2003992.2991136749.799WL 24
2003813.5541136825.721WL 23
2003639.9671136755.301WL 22
2003408.3821136759.599WL 21
2003409.6331136914.34WL 20
2003668.8371136915.54WL 19
2003923.1991137029.942WL 18
2003953.6241137076.189WL 17
2003511.4741137307.427WL 16
2003428.7151137307.427WL 15
POINT EASTING NORTHING
WORKLIMIT CONTROL POINTS
A T
1983 (NAD83) U.S. FEET (2011).
PLAN COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM OF
4. ALL COORDINATES SHOWN ARE REFERENCED TO THE ILLINOIS STATE
SHALL BE COORDINATED WITH THE COR AND PARK DISTRICT.
OR FROM THE LAKE BY BARGE. ADDITIONAL ACCESS POINTS
3. CONTRACTOR SHALL ACCESS THE SITE FROM SHERIDAN RD
THE PARK DISTRICT.
AND REMOVAL OF THE TEMPORARY FENCING WITH THE COR AND
THE CONTRACTOR SHALL COORDINATE THE LOCATION, TIMING,
WORK AREA. PRIOR TO PLACEMENT OF THE TEMPORARY FENCING,
BE TEMPORARILY FENCED OFF TO PREVENT PUBLIC ACCESS TO THE
DURING THE CONTRACT, OPEN AREAS WITH PUBLIC ACCESS SHALL2.
DISTRICT.
STAGING AND STORAGE AREA WITH THE COR AND PARK
TEMPORARY FENCING AND/OR GATE(S) AROUND THE
1. CONTRACTOR SHALL COORDINATE THE PLACEMENT OF
NOTES:
D p a rc e l le a s e d b y
N o rth
S h o re
S a n ita ry
D is tric t fro m th e
C ity o f
H ig h la n d
P a rk u n d e r d a te o f
A p ril
E gr av el /s to ne wa lkwa y c h a in lin k fe n c e
G x x x x aerial w ires aerial wires
A
A
Inv. 589.72 box culvert
22"x24"
8 10
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10'-0"
10'-0"
10'-0"
10'-0"
NN
GROYNE REMOVAL
STEEL SHEET PILE
GROYNE REMOVAL
STEEL SHEET PILE
REMOVAL
CONCRETE HEADWALL
GROYNE REMOVAL
STEEL SHEET PILE
PIER REMOVAL
CONCRETE FISH
120'0 60'
APPROXIMATE WATER LEVEL (TYP.)
CONCRETE AND STEEL SHEET PILE (HEADWALL) REMOVAL
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REMOVAL
AND CONCRETE CURB BASE
ASPHALT PARKING LOT
SEE NOTE 2
(2) 4'X7' BOX CULVERT REMOVAL
CONCRETE WALKWAY REMOVAL
SEE NOTE 1
REMOVAL (TYP.),
CONCRETE WEIR
4. ANY EXISTING SIGNS ON SITE SHALL BE REMOVED AND DISPOSED OF OFF-SITE.
CG001 AND CS503.
3. FOR DETAILS SHOWING PROPOSED PARKING LOT DETAILS SEE SHEETS
SEE SHEETS CG001 AND CS503.
2. FOR DETAILS SHOWING PROPOSED GRADING AFTER CULVERT(S) REMOVAL
AND BACKFILL ANY HOLES TO MATCH EXISTING GRADE.
1. CONTRACTOR SHALL REMOVE WEIR STRUCTURES TO 1FT BELOW GRADE
NOTES:
GROYNE TO BE EXTENDED
EXISTING STEEL SHEET PILE
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
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
T R
A C
K
IN
G N
O
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps auto_tim e
Chicago District
F
IL
E P
A T
H
SHEET OF
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E
/2
R W
P -C
G .d
CG001
O
S E
W O
O D P
A R
K
S E
C T
IO
N
H
IG
H L
A N
D P
A R
K
E P
L
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
P -1
-B -0
W P -1
-C -0
NN
60'
SCALE:1"= 30'
0 30'
MATCHLINE TO SHEET CG002
A N
S I
D
J O
H N G
R O
B O
S K I, P .E
BUILDING
EXISTING
BY OTHERS
LEVEL (TYP.)
APPROXIMATE WATER
SAN MH (TYP.)
EXISTING
SAN SEWER
EXISTING MICHIGAN
LAKE
P=590.5 T/C=591.0
P=586.5 T/C=587.0
P=590.5 T/C=591.0
P=591.0 T/C=591.5
P=590.5 T/C =591.0 P=586.5
T/C=587.0
P=586.5 T/C=587.0
P=586.9 T/C =587.4
P=590.2 T/C=590.7
P=590.7 T/C=591.2
TOP OF CURB
MEET EXISTING
P=591.5 T/C=592.0
MEET EXISTING
3.30%
.6
.6
.6
.6
P .1
X
X
2.0%
2.0%
WORK LIMITS (TYP.)
WORK LIMITS (TYP.)
P=587.9 T/C=588.4
SEE
NOTE 2
DEPRESSED CURB
DEPRESSED CURB
N 2,004,584.46
E 1,137,039.68
N 2,004,664.44
E 1,136,938.47
N 2,004,481.27
E 1,137,110.52
N 2,004,279.30
E 1,137,256.15
DEPRESSED CURB
LOCATION
STOCKPILED IN THIS
TO BE PLACED/
BEACH NOURISHMENT
BY PASS WEDGE
(SEE NOTE 5)
ELEVATION
PAVEMENT
MEET EXISTING
E 1,137,183.22
N 2,004,380.18
:1
:1
:1
:1
:1
:1
BY OTHERS
BY OTHERS
A U
G U
S T
Z L /M
C
D B /A
SEE SHEETS CS501-502
PROPOSED BREAKWATER
SEE SHEETS CS501-502
PROPOSED BREAKWATER
TO BE EXTENDED
EXISTING SSP GROYNE
SEE SHEET CS501 AND S501
PROPOSED SHEET PILE PZ22 EXTENSION
N 2,004,256.08
E 1,137,012.08
N 2,004,637.65
E 1,136,901.13
SEE SHEET CS-502
115 FT OF CLASS I REVETMENT
NOT SHOWN, SEE SHEET CS503
NORTHERN GROYNE ARMOR STONE
AND S-501 FOR DETAILS.
NOT SHOWN ON PLAN VIEW. SEE SHEETS CS501, CS503,
7. OPTIONAL GROYNE ARMOR STONE AND CONCRETE CAP
UNDER A DIFFERENT CONTRACT.
TO BE BUILT BY THE PARK DISTRICT CONTRACTOR
6. "BY OTHERS" REPRESENTS FEATURES OF WORK
REPAVE WITH THE SAME ASPHALT SECTION.
1 FOOT INTO ASPHALT PAVEMENT AND
5. CONTRACTOR SHALL EXTEND PAVER SUB-BASE
PARKING AND LOADING.
CHAPTER 150 - ZONING CODE, ARTICLE VIII - OFF-STREET
ADA STANDARDS. SEE HIGHLAND PARK CITY CODE,
LOT PER THE VILLAGE OF HIGHLAND PARK, IDOT, AND
4. CONTRACTOR SHALL LAYOUT AND STRIPE PARKING
NOTIFY USACE OF ANY DESIGN CONFLICTS.
FEATURES WITH PARK DISTRICT CONTRACTOR AND
DEMOLITION AND CONSTRUCTION OF PROPOSED
3. CONTRACTOR SHALL COORDINATE PARKING LOT
PROPOSED GRADING AFTER CULVERT(S) REMOVAL.
FROM RAVINE TO LAKE. SEE SHEET CS503 FOR
2. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE
INCLUDED IN THIS CONTRACT.
1. BUILDING, BOARDWALK, WALKWAYS, ETC ARE NOT
NOTES:
NOTE 7
SEE SHEET CS501, S501, AND
PROPOSED SHEET PILE PZ22
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
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
T R
A C
K
IN
G N
O
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps auto_tim e
Chicago District
F
IL
E P
A T
H
SHEET OF
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E
MATCHLINE TO SHEET CG001
NN
60'
SCALE:1"= 30'
0 30'
MATCHLINE TO SHEET CG003
/2
R W
P -C
G .d
CG002
O
S E
W O
O D P
A R
K
S E
C T
IO
N
H
IG
H L
A N
D P
A R
K
E P
L
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
S I
D
W P -1
-B -0
W P -1
-C -0
J O
H N G
R O
B O
S K I, P .E
LEVEL (TYP.)
APPROXIMATE WATER
MICHIGAN
LAKE
FOUNDATION
EXISTING
E X
IS
T
IN
G T
R A
IL
E X
IS
T
IN
G T
R A
IL
WORK LIMITS (TYP.)
WORK LIMITS (TYP.)
N 2,003,852.99
E 1,137,518.34
N 2,004,067.73
E 1,137,392.31
CS501-502
SEE SHEETS
BREAKWATER
PROPOSED
:1
:1
:1
E 1,137,455.52
N 2,003,959.75
12:1
20:1 :1
BY OTHERS
D B /A
A U
G U
S T
Z L /M
C
N 2,003,854.10
E 1,137,276.73
SEE SHEET CS-502
245 FT OF CLASS II REVETMENT
AND S-501 FOR DETAILS.
NOT SHOWN ON PLAN VIEW. SEE SHEETS CS501, CS503,
4. OPTIONAL GROYNE ARMOR STONE AND CONCRETE CAP
UNDER A DIFFERENT CONTRACT.
TO BE BUILT BY THE PARK DISTRICT CONTRACTOR
3. "BY OTHERS" REPRESENTS FEATURES OF WORK
NOTIFY USACE OF ANY DESIGN CONFLICTS.
FEATURES WITH PARK DISTRICT CONTRACTOR AND
DEMOLITION AND CONSTRUCTION OF PROPOSED
2. CONTRACTOR SHALL COORDINATE PARKING LOT
INCLUDED IN THIS CONTRACT.
1. BUILDING, BOARDWALK, WALKWAYS, ETC ARE NOT
NOTES:
NOTE 4
SEE SHEET CS501, S501, AND
PROPOSED SHEET PILE PZ22
GT
E x x x x aerial wires
A
A
5 6
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
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
T R
A C
K
IN
G N
O
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps auto_tim e
Chicago District
F
IL
E P
A T
H
SHEET OF
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E
NN
60'
SCALE:1"= 30'
0 30'
MATCHLINE TO SHEET CG002
LEVEL (TYP.)
APPROXIMATE WATER
WORK LIMITS (TYP.)
E X
IS
T
IN
G T
R A
IL
MICHIGAN
LAKE
EXISTING ST SEWER
EXISTING ST MH (TYP.)
ROGER WILLIAMS AVE.
PLAYGROUND
EXISTING
POOL
REFLECTION
EXISTING
SERVICE
WATER
EXISTING
E X
IS
T
IN
G T
R
/2
R W
P
C G
.d
CG003
O
S E
W O
O D P
A R
K
S E
C T
IO
N
H
IG
H L
A N
D P
A R
K
E P
L
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
H N G
R O
B O
S K I, P .E
A N
S I
D
W P -1
-B -0
W P -1
-C -0
CS501-502
SEE SHEETS
BREAKWATER
PROPOSED
:1
:1
:1
BY OTHERS
UNDER A DIFFERENT CONTRACT.
TO BE BUILT BY THE PARK DISTRICT CONTRACTOR
3. "BY OTHERS" REPRESENTS FEATURES OF WORK
NOTIFY USACE OF ANY DESIGN CONFLICTS.
FEATURES WITH PARK DISTRICT CONTRACTOR AND
DEMOLITION AND CONSTRUCTION OF PROPOSED
2. CONTRACTOR SHALL COORDINATE PARKING LOT
INCLUDED IN THIS CONTRACT.
1. BUILDING, BOARDWALK, WALKWAYS, ETC ARE NOT
NOTES:
Z L /M
C
D B /A
A U
G U
S T
N 2,003,483.75
E 1,137,493.87
N 2,003,734.96
E 1,137,571.03
221'-11 5/8 " R
A
WORK LIMITS (TYP.)
60'
SCALE:1"= 30'
MATCHLINE TO SHEET CS102
/2
R W
P -C
S .d
P L
A N
T
IN
G P
L
CS101
O
S E
W O
O D P
A R
K
S E
C T
IO
N
H
IG
H L
A N
D P
A R
K
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
H N G
R O
B O
S K I, P .E
A N
S I
D
W P -1
-B -0
W P -1
-C -0
LEVEL (TYP.)
APPROXIMATE WATER
MICHIGAN
LAKE
AREA TYPES.
2. SEE LEGEND ON SHEET G-002 FOR PLANTING
LOCATIONS WITH COR PRIOR TO INSTALLATION.
1. CONTRACTOR SHALL COORDINATE PLANTING
NOTES:
Z L /M
C
D B /A
A U
G U
S T
WORK LIMITS (TYP.)
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
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
T R
A C
K
IN
G N
O
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps auto_tim e
Chicago District
F
IL
E P
A T
H
SHEET OF
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E
D p a rc e l le a s e d b y
N o rth
S h o re
S a n ita ry
D is tric t fro m th e
C ity o f
H ig h la n d
P a rk u n d e r d a te o f
A p ril c h a in lin k fe n c e
G
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
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
T R
A C
K
IN
G N
O
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps auto_tim e
Chicago District
F
IL
E P
A T
H
SHEET OF
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E
NN
60'
SCALE:1"= 30'
0 30'
MATCHLINE TO SHEET CS101
MATCHLINE TO SHEET CS103
MICHIGAN
LAKE
APPROXIMATE WATER
/2
R W
P -C
S .d
L
A N
T
IN
G P
L A
N
CS102
R O
S E
W O
O D P
A R
K
S E
C T
IO
N
H
IG
H L
A N
D P
A R
K
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
H N G
R O
B O
S K I, P .E
A N
S I
D
W P -1
-B -0
W P -1
-C -0
AREA TYPES.
2. SEE LEGEND ON SHEET G-002 FOR PLANTING
LOCATIONS WITH COR PRIOR TO INSTALLATION.
1. CONTRACTOR SHALL COORDINATE PLANTING
NOTES:
Z L /M
C
D B /A
A U
G U
S T
WORK LIMITS (TYP.)
WORK LIMITS (TYP.)
60'
SCALE:1"= 30'
MATCHLINE TO SHEET CS102
/2
R W
P -C
S .d
L
A N
T
IN
G P
L A
N
CS103
R O
S E
W O
O D P
A R
K
S E
C T
IO
N
H
IG
H L
A N
D P
A R
K
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
H N G
R O
B O
S K I, P .E
A N
S I
D
W P -1
-B -0
W P -1
-C -0
APPROXIMATE WATER
MICHIGAN
LAKE
ROGER WILLIAMS AVE
AREA TYPES.
2. SEE LEGEND ON SHEET G-002 FOR PLANTING
LOCATIONS WITH COR PRIOR TO INSTALLATION.
1. CONTRACTOR SHALL COORDINATE PLANTING
NOTES:
Z L /M
C
D B /A
A U
G U
S T
WORK LIMITS (TYP.)
A T
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
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
T R
A C
K
IN
G N
O
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps auto_tim e
Chicago District
F
IL
E P
A T
H
SHEET OF
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E
GT
E gr av el /s to ne wa lkwa y x x x x aerial wires
A
A
5 6
/2
R W
P -C
S .d
S E
W O
O D P
A R
K
S E
C T
IO
N
H
IG
H L
A N
D P
A R
K
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
CS501
T Y
P
IC
A L B
E A
C H C
R O
S S S
E C
T
IO
N S
A N
S I
D
W P -1
-B -0
W P -1
-C -0
X
X J
O H
N G
R O
B O
S K I, P .E
12 15
EXISTING BEACH PROFILE
LEGEND
PROPOSED CONSTRUCTION (12:1) BEACH PROFILE
D B /A
A U
G U
S T
Z L /M
C
2. IGLD 85 - 577.5' = LWD
1. IGLD 85 = NAVD88 - 0.56'
VERTICAL DATUM CONVERSION EQUATIONS:
A T
SEE DETAIL ON SHEET CS503.
1. GROYNE ARMOR STONE NOT SHOW ON ELEVATIONS.
NOTE:
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
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
T R
A C
K
IN
G N
O
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps auto_time
Chicago District
F
IL
E P
A T
H
SHEET OF
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E
IG
L
D
25 50 75 100 125 150 175 2000 225 250
CL
L W
D
-4
-8
500475450425400375350325300275
IG
L
D
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500
-8
-4
L W
D
LC
IG
L
D
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500
-8
-4
L W
D
LC
IG
L
D
25 50 75 100 125 150 175 2000 225 250
CL
L W
D
-4
-8
500475450425400375350325300275
IG
L
D
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500
-8
-4
L W
D
-12
-16
-16
-12
PROPOSED PILE SUPPORTED BOARDWALK (BY OTHERS)
PROPOSED CONCESSIONS (BY OTHERS)
PROPOSED INTERPRETIVE CENTER (BY OTHERS)
B/WALL EL - 560.0' NAVD88
B/WALL EL - 560.0' NAVD88
25 SHEETS @ 1'-10" WIDE = 45'-10"
ELEVATION - NORTH GROYNE
PROPOSED BREAKWATER LOCATION
IG
L
D
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500
-8
-4
L W
D
-16
-12
B/WALL EL - 560.0' NAVD88
ELEVATION - MIDDLE GROYNE
ELEVATION - SOUTH GROYNE
PROPOSED PZ-22 SHEET PILE WALL
PROPOSED PZ-22 SHEET PILE WALL
PROPOSED PZ-22 SHEET PILE WALL
CL
CL
115 SHEETS @ 1'-10" WIDE = 210'-10"
PROPOSED BREAKWATER LOCATION
PROPOSED BREAKWATER LOCATION
113 SHEETS @ 1'-10" WIDE = 207'-2"
SECTION - NORTH CELL
SECTION - MIDDLE CELL
SECTION - SOUTH CELL
(+0.0' LWD)
(577.5' IGLD85)
PROPOSED BREAKWATER LOCATION
PROPOSED BREAKWATER LOCATION
PROPOSED BREAKWATER LOCATION
(+0.0' LWD)
(577.5' IGLD85)
(+0.0' LWD)
(577.5' IGLD85)
+12.0 LWD
+9.0 LWD
+12.0 LWD
+9.0 LWD
+12.0 LWD
+9.0 LWD
(+0.0' LWD)
(577.5' IGLD85)
(+0.0' LWD)
(577.5' IGLD85)
(+0.0' LWD)
(577.5' IGLD85)
60'-0"30'-0" SEE DETAIL, SHEET S-501
OPTIONAL CONCRETE CAP
60'-0"30'-0"
SEE DETAIL, SHEET S-501
OPTIONAL CONCRETE CAP
EXISTING SSP GROYNE
N.T.S.
N.T.S.
N.T.S.
N.T.S.
N.T.S.
N.T.S.
"4
T/WALL EL - 585.0' NAVD88, SEE NOTE 1
SEE NOTE 1
T/WALL EL - 585.0' NAVD88
SEE NOTE 1
T/WALL EL - 585.0' NAVD88
2. IGLD 85 - 577.5' = 0.0 LWD
1. IGLD 85 = NAVD88 - 0.56'
VERTICAL DATUM CONVERSION EQUATIONS:
/2
R W
P -C
S .d
CS502
R O
S E
W O
O D P
A R
K
S E
C T
IO
N
H
IG
H L
A N
D P
A R
K
Y
P
IC
A L B
R E
A K
W A
T E
R A
N D R
E V
E T
M E
N T
C R
O S
S S
E C
T
IO
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
H N G
R O
B O
S K I, P .E
A N
S I
D
W P -1
-B -0
W P -1
-C -0
/M
C
D B /A
A U
G U
S T
2. IGLD 85 - 577.5' = LWD
1. IGLD 85 = NAVD88 - 0.56'
VERTICAL DATUM CONVERSION EQUATIONS:
A T
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
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
T R
A C
K
IN
G N
O
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps aut o_ tim e
Chicago District
F
IL
E P
A T
H
SHEET OF
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E
1:4
FILTER STONE
1'
1.5'
1:4
BEDDING STONE
1' 1.5'
1:8
1:8
CORE STONE (300lbs minus)
1.5'
1'
EXISTING EL. VARIES
1'
1.5' 7 .0
.0
EXISTING EL. VARIES
1'
1.5'
CORE STONE (300lbs minus)
1'
1.5'
9.00'
.0
CONSTRUCTION BEACH PROFILE
CONSTRUCTION BEACH PROFILE
GEOTEXTILE FABRIC
GEOTEXTILE FABRIC
TOE EL. = 580.5' IGLD 85, +3.0' LWD
CREST EL. = 589.5' IGLD 85, +12.0' LWD
CREST EL. = 589.5' IGLD 85, +12.0' LWD
TOE EL. = 577.5' IGLD 85, +0.0' LWD
CREST EL. = 587' IGLD 85, +9.5' LWD
CREST EL. = 586.5' IGLD 85, +9.0' LWD
TYPICAL SECTION - CLASS II REVETMENT
TYPICAL SECTION - CLASS I REVETMENT
TYPICAL SECTION - MIDDLE BREAKWATERS (d< -7.5ft LWD)
TYPICAL SECTION - NORTH & SOUTH BREAKWATERS (d< -5ft LWD)
ARMOR STONE (3-5T),
INSTALLED IN TWO LAYERS, TYP.
FILTER STONE (300-1500lbs), INSTALLED IN TWO LAYERS, TYP.
FILTER STONE (300-1500lbs), INSTALLED IN TWO LAYERS, TYP.
ARMOR STONE (1.5-3T),
INSTALLED IN TWO LAYERS, TYP.
.3
.0
1'
12'
ARMOR STONE (A4),
INSTALLED IN TWO LAYERS, TYP.
1'
12'
ARMOR STONE (A5),
INSTALLED IN TWO LAYERS, TYP.
.5
.0
(+0.0' LWD)
(577.5' IGLD85)
(+0.0' LWD)
(577.5' IGLD85)
11.00'
7.00'
5.00'
6.5'
5.5'
.0
6.00'
4.00'
4.5'
7.0'
/2
R W
P -C
S .d
CS503
R O
S E
W O
O D P
A R
K
S E
C T
IO
N
H
IG
H L
A N
D P
A R
K
Y
P
IC
A L P
A R
K
IN
G L
O T A
N D
C H
A N
N E
L C
R O
S S S
E C
T
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
H N G
R O
B O
S K I, P .E
N .T .S
A N
S I
D
W P -1
-B -0
W P -1
-C -0
/M
C
D B /A
A U
G U
S T
A T
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
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
T R
A C
K
IN
G N
O
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
Chicago District
F
IL
E P
A T
H
SHEET OF
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E
6"
/4
R
1/ 4 "
R
1/2 "
R
1/2 "
R
CL
PARKING LOT
BOARDWALK (BY OTHERS)
CULVERT OPENING CROSS-SECTION
N.T.S.
N.T.S.
CURB/ EDGE RESTRAINT
WITH CUT-OUTS FOR OVERFLOW
DRAINAGE
JOINT AGGREGATE IN OPENINGS
TYPE. NO. 8 (IDOT CA-16)
BEDDING COURSE 2"
THICK (TYP. NO. 8
AGGREGATE / IDOT CA-16)
CONC. PAVERS MIN. 3 1/8" IN THICK
NONWOVEN
GEOTEXTILE ON
BOTTOM AND SIDES
OF OPEN-GRADED
BASE
1'-0"
3 - #5 BARS
0 3" 6" 9" 12"
OPTIONAL ITEM - PERMEABLE PAVEMENT CROSS SECTION
2 - #5 BARS
6"
CONTRACTION JOINT EXPANSION JOINT
N.T.S.
JOINT SEALER
1/8"
R
18'
4'
15'
TYPICAL CONCRETE DETAILS
JOINT FILLER
EXPANSION
PREMOLDED
" PREMOLDED EXPANSION JOINT FILLER2
BASE ITEM - PERMEABLE CONCRETE PAVEMENT AND CURB
1/8"
NONWOVEN
GEOTEXTILE ON
BOTTOM AND SIDES
OF OPEN-GRADED
BASE
OPEN-GRADED SUBBASE,
MIN. 12" THICK (TYP. NO. 2
AGGREGATE/ IDOT CA-1)
OPEN-GRADED SUBBASE,
MIN. 12" THICK (TYP. NO. 2
AGGREGATE/ IDOT CA-1)
BASE AGGREGATE, MIN 6"
THICK (TYP. NO. 57
AGGREGATE / IDOT CA-7)
BASE AGGREGATE, MIN 6"
THICK (TYP. NO. 57
AGGREGATE / IDOT CA-7)
PERVIOUS CONCRETE PAVEMENT
SOIL SUBGRADE-ZERO SLOPE
N.T.S.
GROYNE ARMOR STONE TYPICAL SECTION
1.5
1.5
H E
IG
H T V
A R
IE
S
SSP GROYNE
INSTALLATION
WITH COR PRIOR TO
COORDINATE PLACEMENT
CONTRACTOR SHALL
TO COVER EXPOSED SSP.
PLACE ARMOR STONE (1.5-3T)
BEACH SAND
PROPOSED
SPACED AT 20 FOOT MIN. AND 30 FOOT MAX.
2. JOINT SPACING TO BE DETERMINED BY THE CONTRACTOR. JOINTS SHALL BE
1. WORK THIS SHEET WITH CS501.
NOTES:
/2
R W
P S -5
.d
S E
W O
O D P
A R
K
S E
C T
IO
N
H
IG
H L
A N
D P
A R
K
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
S501
Z L
A N
S I
D
W P -1
-B -0
W P -1
-C -0
X
X J
O H
N G
R O
B O
S K I, P .E
15 15
Z A
C H L
A N
G E
L P .E
A U
G U
S T
S T
R U
C T
U R
A L D
E T
A
IL
S
A T
C12X25 PILE CAP
PZ-22 SHEET PILE WALL (TYP.)
PROPOSED GRADE, VARIES
3/16" 1-1/2"-6"
PZ-22 SHEET PILE WALL (TYP.)
PROPOSED GRADE, VARIES
CONCRETE CAP
1/2" X 3" HEADED STUD ANCHOR (TYP.)
#5 BARS @ 9" O.C. (MAX.) VERT. & HORIZ.
1/2 IN GAP AT PILE CAP JOINT
BOTTOM OF CONCRETE
MATERIAL ON TOP OF THE STEEL PLATE.
1/2 " THICK PREFORMED EXPANSION JOINT
ISOLATION PLATE
1" THICK STEEL
3/16" 1-1/2"-6"
B/ PLATE TO T/ SHEET PILE
NOTE: STUD LAYOUT VARIES
CONTRACTIONS JOINTS.
1/8" BITUMUS MASTIC TROWELED FOR
FILLER FOR EXPANSION JOINTS AND
1/2" PREFORMED EXPANSION JOINT
JOINT SEALANT
6IN (TYP.)
1IN X 1IN CHAMFER (TYP.)
SECTION
SECTION
SECTION
SECTION
A S-501
A S-501
S-501 B
S-501 D
S-501 C
S-501 C
S-501 D
S-501 B
JOINT SEALANT
STEEL PILE CAP PLAN
JOINT SEALANT
PER SECTION 03 33 00.
AGGREGATE FINISH
PROVIDE EXPOSED
IN
M
A X
F
T -6
IN
M
A X (T
Y P
PLAN-CONSTUCTION/EXPANSION JOINT DETIAL
OPTIONAL CONCRETE PILE CAP
3IN (TYP.)
M A
X
M A
X
H E
IG
H T V
A R
IE
S S
E E E
L E
V A
T
IO
N S
T/ CONC. CAP = EL. 585.0' NAVD88
T/ STEEL CAP = EL. 585.0' NAVD88
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
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
T R
A C
K
IN
G N
O
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
Chicago District
F
IL
E P
A T
H
SHEET OF
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A
| RWP01-G-001 |
| RWP01-G-002 |
| RWP01-G-003 |
| RWP01-C-001 |
| RWP01-CD101 |
| RWP01-CG001 |
| RWP01-CG002 |
| RWP01_CG003 |
| RWP01-CS101 |
| RWP01-CS102 |
| RWP01-CS103 |
| RWP01-CS501 |
| RWP01-CS502 |
| RWP01-CS503 |
| RWP01_S-501 |
File details come from the government source that posted it. Updated .