Rosewood_Amendment_1_Revised_Plans.pdf
PDF 25 MB Posted
- Attached to
- ROSEWOOD PARK CONSTRUCTION PROJECT Federal contract opportunity
- Solicitation number
- W912P6-13-B-0004
About this file
AMD 0001 Drawing Sheets
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 | ||
| Pre-Bid_Meeting_Sign-In_Sheet.pdf | ||
| W912P6-13-B-0004_Rosewood_Specs.pdf | ||
| W912P6-13-B-0004_Rosewood_Plan_Set.pdf |
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D
W
SHEET INDEX GENERAL NOTES
LEGEND
STORM MANHOLE
SHORELINE
WATER MANHOLE
-11
-10
WORKLIMITS
STANDARD ABBREVIATIONS
EXISTING CONTOUR
PROPOSED CONTOUR
/4 /2
R W
P -G
-0 .d g n
G-002
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
IL
S H
E E
T I
N D
E X L E
G E
N D
A B
B R
E V
IA
T
IO
N S
A N
D G
E N
E R
A L N
O T
E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
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R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
IC
T
B
A N
S I
D
W P -1
-B -0
W P -1
-C -0
X
BEACH NOURISHMENT
BREAKWATER
Z A
C H L
A N
G E
L P .E
J O
H N G
R O
B O
S K I, P .E
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
A T
/4 /1
A
D D
E D S
H E
E T S
R
E V
IS
E D L
E G
E N
D
SPECIES REMOVAL
BLUFF PLANTING / INVASIVE
SPECIES REMOVAL
BEACH PLANTING / INVASIVE
SPECIES REMOVAL
STREAM RESTORATION / INVASIVE
SPECIES REMOVAL
RAVINE AND SLOPE INVASIVE
SPECIES REMOVAL
SAVANNA PLANTING / INVASIVE
STRUCTURAL DETAILS S-501 16.
TYPICAL PARKING LOT AND CHANNEL CROSS SECTION CS503 15.
TYPICAL BREAKWATER AND REVETMENT CROSS SECTIONS CS502 14.
TYPICAL BEACH CROSS SECTIONS CS501 13.
PLANTING PLAN CS103 12.
PLANTING PLAN CS102 11.
PLANTING PLAN CS101 10.
SITE PLAN CG003 9.
SITE PLAN CG002 8.
SITE PLAN CG001 7.
DEMOLITION PLAN CD101 6.
WORK LIMITS AND STAGING AREAS C-001 5.
BORING LOGS B-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
S O
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IN
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C O
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IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
Chicago District
F
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SHEET OF
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US Army Corps of Engineers
US Army Corps auto_time
Chicago District
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SHEET OF
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B-1
CL
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B-3
SP
MC
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SP
ASPHALT
B-4
CL-MLSP
ASPHALTASPHALT
B-5
SP
B-6
SP
B-7
CL-ML
SP
B-8
CL-ML
B-9
CL-ML
B-6
B-5
B-1
B-2 B-4
B-10
B-3
B-9
B-8B-7
PLAN VIEW
100'0 50'
/6 /2
R W
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.d
NN
A D
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B-001
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J O
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W P -1
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W P -1
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20'0 10'
NAVD 88
VERTICAL:
G T
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IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps auto_time
Chicago District
F
IL
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SHEET OF
A C
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N D
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.d
C-001
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N S I
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W P -1
-B -0
W P -1
-C -0
200'0 100'
SCALE:1"=100'
NN
WL02
WL01
WL03
WL04
WL09
WL14
WL15
WL21 WL22
WL23
WL24
WL25
WL26
WL27
WL28
WL29
W O
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S K I, P .E
SITE ACCESS
D B /A
A U
G U
S T
Z L /M
C
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:
R E
V
IS
E D P
L A
N T
IN
G A
R E
A
REQUIRED UNDER THE SPECIFICATIONS.
WORK INCLUDED IN VARIOUS APPROVED SUBMITTALS
THE CONTRACTOR SHALL PROVIDE PLANS OF RESTORATION
SPECIES REMOVAL ARE MEANT ONLY AS A GUIDE.
5. DEPICTIONS FOR PLANTING LOCATIONS AND INVASIVE
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
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IN
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C O
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IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps auto_tim e
Chicago District
F
IL
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SHEET OF
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NN
60'
SCALE:1"= 30'
0 30'
MATCHLINE TO SHEET CS102
/2
R W
P -C
S .d
P L
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IN
G P
L
N
CS101
O
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W P -1
-B -0
W P -1
-C -0
LEVEL (TYP.)
APPROXIMATE WATER
MICHIGAN
LAKE
Z L /M
C
D B /A
A U
G U
S T
WORK LIMITS (TYP.)
V
IS
E D P
L A
N T
IN
G A
R E
A
REQUIRED UNDER THE SPECIFICATIONS.
WORK INCLUDED IN VARIOUS APPROVED SUBMITTALS
THE CONTRACTOR SHALL PROVIDE PLANS OF RESTORATION
SPECIES REMOVAL ARE MEANT ONLY AS A GUIDE.
3. DEPICTIONS FOR PLANTING LOCATIONS AND INVASIVE
AREA TYPES.
2. SEE LEGEND ON SHEET G-002 FOR PLANTING
LOCATIONS WITH COR PRIOR TO INSTALLATION.
1. CONTRACTOR SHALL COORDINATE PLANTING
NOTES:
A
D D
E D N
O
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IS
T R
CS501
T Y
P
IC
A L B
E A
C H C
R O
S S S
E C
T
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N S
A N
S I
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W P -1
-B -0
W P -1
-C -0
X
X J
O H
N G
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B O
S K I, P .E
13 16
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:
V
IS
E D C
O N
C R
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A P
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IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps auto_time
Chicago District
F
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SHEET OF
A C
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N D
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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)
SEE DETAIL, SHEET S-501
OPTIONAL CONCRETE CAP
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
117'-2" 30'-0" 60'-0"
120'-10" 30'-0" 60'-0"
File details come from the government source that posted it. Updated .