PROJECT PLANS IFB W912P620B0023 VILLAGE OF RICHTON PARK.pdf
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- Attached to
- Village of Richton Park Storm Water Improvements, Richton Park, Cook County, Illinois (USACE Acquisition)
- Solicitation number
- W912P620B0023
About this file
This notice solicits bids for a construction project entitled "Village of Richton Park Storm Water Improvements, Richton Park, Cook County, Illinois." The U.S. Army Corps of Engineers - Chicago District will install approximately 600 feet of 21-inch pipe to a regional detention pond with end section structures and one 5-foot diameter manhole, and excavate the first 1.7-acre area of the regional detention pond. The project cost is estimated between $500,000 and $1,000,000. The solicitation is restricted to small businesses with a North American Industry Classification System code of 237110 and less than $39.5 million in annual revenue. Bids are due by June 30, 2022 and will be awarded by the U.S. Army Corps of Engineers - Chicago District located at 231 South LaSalle Street, Suite 1500, Chicago, Illinois 60604.
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G-001
Digging in Chicago
ILLINOIS
ONE-CALL SYSTEM
Contact
DIGGERS HOTLINE
800-892-0123
312-744-7000 Know what'sbelow.
before you dig.Call
R
PROJECT LOCATION MAP
N.T.S.
PROJECT
LOCATION
COOK
COUNTY
STATE LOCATION MAP
INDEX OF SHEETS
STATE OF ILLINOIS
COOK COUNTY, IL
TOWN CENTER STORMWATER IMPROVEMENTS STAGE 2
VILLAGE OF RICHTON PARK
PROJECT LOCATION
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A SHEET ID
DATE SIGNED: AUGUST 25, 2020
EXPIRATION DATE: NOVEMBER 30, 2021
A U
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5, W
2P 6-
-B
-0
SOLICITATION NO.: W912P6-20-B-0023
ISSUE DATE: AUGUST 25, 2020
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XF
YARD LIGHT
TRANSFORMER BOX
STREET LIGHT
POWER POLE W/TRANSFORMER & LIGHT
POWER POLE W/TRANSFORMER
POWER POLE WITH LIGHT
POWER POLE
ORNAMENTAL STREET LIGHT
HANDHOLE
ELECTRIC PEDESTAL
ELECTRIC MANHOLE
ELECTRIC BOX
WATER VALVE
WATER MANHOLE
WATER SERVICE BOX
FIRE HYDRANT
TELEPHONE PEDESTAL
TELEPHONE MANHOLE
TELEPHONE POLE
CABLE TV PEDESTAL QUARTER CORNER
PK NAIL
CHISLED X
BENCHMARK
STORM MANHOLE
INLET AT CURB
END SECTION CONCRETE
CATCH BASIN SQUARE
CATCH BASIN
END SECTION METAL
SANITARY MANHOLE
GAS VALVE
GAS SERVICE BOX
BOLLARD
TRAFFIC SIGNAL POST 3 WAY
TRAFFIC SIGNAL POST 2 WAYTRAFFIC SIGNAL POST 1 WAY
TRAFFIC SIGNAL MAST ARM
MANHOLE
METER UNKNOWN
STUMP
DECIDUOUS TREE
CONIFEROUS TREE
BUSH
TRAFFIC SIGN
STREET SIGN
PRIVATE SIGN POST
SET PK NAIL
SET #10 REBAR
SET 3/4" REBAR
FOUND/SET SECTION CORNER
FOUND/PLACE CHIS "X"
FOUND SPIKE
FOUND PK NAIL
IRON PIN FOUND
POST OR MISC. POLE
MAILBOX
GUY WIRE
SYMBOL LEGEND
TRAFFIC SIGNAL CONTROLLER
CABLE TV LINE
PROPERTY LINE
SANITARY LATERAL
GAS (SIZE)
EXISTING FLOW LINE
FIBER OPTIC LINE
FENCE
OVERHEAD ELECTRIC LINE
CATV
OHE
UGE
X X X
FO
G 12''
LAT LAT LAT
WATER LINE (SIZE)
EXISTING TOP/BOTTOM OF SLOPE
UNDERGROUND TELEPHONE
OVERHEAD TELEPHONE
STORM EXISTING
SILT FENCE
SECTION LINE
SANITARY PIPE
OHT
UGT
W 10''
UNDERGROUND ELECTRIC LINE
EXISTING RIGHT-OF-WAY
STORM PROPOSED
GENERAL NOTES
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C-001
LEGEND
TREE REMOVAL
(6.73 ACRES)
BY OTHERS
FLOODWAY
100 YEAR
FLOODPLAIN
120'0' 60'
KARLOV AVE
GO
VE
RN
OR
S
HW
Y
COMMERCIAL PARKING LOT
MAPLE AVE (UNIMPROVED)
WETLAND LIMITS (SITE 1)
50-FOOT RIPARIAN LIMITS
WETLAND LIMITS (SITE W1)
0.028 ACRES OF WETLANDS (SITE 1) IMPACTED
0.225 ACRES OF RIPARIAN BUFFER (SITE 1) IMPACTED
0.088 ACRES OF RIPARIAN BUFFER (SITE 1 & W1) IMPACTED
0.175 ACRES OF RIPARIAN BUFFER (SITE 1) IMPACTED
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C-002
22352 GOVERNORS HIGHWAY
31-34-206-012
RMS PROPERTIES
1111 N PLAZA DRIVE, SUITE 200
SCHAUMBURG IL 60173
22600 KARLOV AVENUE
31-34-201-012
ADVANCE HOLDING GROUP, LLC
5 E CARRIAGEWAY DRIVE, SUITE 150
HAZEL CREST IL 60429
225 GOVERNORS HIGHWAY
31-34-204-021
CAROLYN CURLEY
9613 S KOSTNER AVE
OAK LAWN IL 60453
GOVERNORS HIGHWAY
ILLINOIS DEPARTMENT OF TRANSPORTATION
201 CENTER CT,
SCHAUMBURG IL 60196
22429 KARLOV AVE
31-34-201-029
ADVANCE HOLDING GROUP, LLC
5 E CARRIAGEWAY DRIVE, SUITE 150
HAZEL CREST IL 60429
22356 GOVERNORS HIGHWAY
31-34-206-009
TAXES DELINQUENT
OWNER UNKNOWN
22400 GOVERNORS HIGHWAY
31-34-206-007
VILLAGE OF RICHTON PARK
4455 SAUK TRAIL,
RICHTON PARK IL 60471
22358 GOVERNORS HIGHWAY
31-34-206-008
RMS PROPERTIES
1111 N PLAZA DRIVE, SUITE 200
SCHAUMBURG IL 60173
22348 GOVERNORS HIGHWAY
31-34-206-010
RMS PROPERTIES
1111 N PLAZA DRIVE, SUITE 200
SCHAUMBURG IL 60173
22328 GOVERNORS HIGHWAY
31-34-206-013
RMS PROPERTIES
1111 N PLAZA DRIVE, SUITE 200
SCHAUMBURG IL 60173
22300 GOVERNORS HIGHWAY
31-34-206-005
RMS PROPERTIES
1111 N PLAZA DRIVE, SUITE 200
SCHAUMBURG IL 60173
4037 GOVERNORS HIGHWAY
31-34-206-011
RMS PROPERTIES
1111 N PLAZA DRIVE, SUITE 200
SCHAUMBURG IL 60173
200'0' 100'
CONSTRUCTION ACCESS AREA (1.63 ACRES)
KARLOV AVE
WESTMINSTER DR
GOVERNORS HWY
SA
UK
T
RL
M
AP
LE
A
VE
(U
NI
M
PR
OV
ED
DETENTION BASIN WORK AREA (4.49 ACRES)
STORM SEWER CONSTRUCTION AREA (1.07 ACRES)
TOTAL CONSTRUCTION AREA = 7.19 ACRES
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4:1 4:1
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80'0' 40'
LEGEND
CONSTRUCTION AND
RESTORATION LIMITS
EXISTING MAJOR
CONTOUR
EXISTING MINOR
CONTOUR
DESIGN MAJOR
CONTOUR
DESIGN MINOR
CONTOUR
NOTES:
-EARTH EXCAVATION
= 10,370 CY
-SATISFACTORY SOILS
SHALL REMAIN ON-SITE
IN THE PROPOSED
STOCKPILE LOCATION.
UNSATISFACTORY
MATERIAL MUST BE
DISPOSED OF OFF-SITE.
COORDINATE WITH THE
COR WHEN
UNSATISFACTORY
MATERIALS ARE
FOUND.
-PROVIDE FILTER SOCK
FOR ALL DEWATERING
TOPSOIL STOCKPILE LOCATION
MAPLE AVE (UNIMPROVED)
GO
VE
RN
OR
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HW
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OPTION 2:
ADDITIONAL 1,000 CY OF POND
OPTION 1:
ADDITIONAL 2,500 CY OF POND
WETLAND LIMITS (SITE 1)
50-FOOT RIPARIAN LIMITS
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X X X X X X
X
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C-004
LEGEND
SILT FENCE (1,160 FT)
POLYETHYLENE MESH
SAFETY FENCE
(1,650 FT)
CONSTRUCTION LIMITS
EXISTING STABILIZED
CONSTRUCTION
ENTRANCE
TOPSOIL STOCKPILE,
3 FT HEIGHT (1,665 CY)
FLOODWAY
100 YEAR FLOODPLAIN
STONE RIPRAP, CLASS
A4 (18 SQ YD) WITH
FILTER FABRIC (18 SQ
YD)
X
250.00'
.0
0'
5.
125.00'
120'0' 60'
KARLOV AVE
W
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TM
IN
ST
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D R
GO
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RN
OR
S
HW
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COMMERCIAL PARKING LOT
WETLAND LIMITS
TOPSOIL STOCKPILE
LOCATION MAINTAIN EXISTING CONSTRUCTION
ENTRANCE, PAID FOR AS EROSION
AND SEDIMENT CONTROL
MAPLE AVE (UNIMPROVED)
INSTALL PERFORATED PVC RISER
PIPE INTO PROPOSED FES - SEE
DETAIL (1 EACH)
SILT FENCE
D E S I G N
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6.
5.
3.
4.
0.
0.
5.
9.
-1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00
50' OF 24" RCP @
0.17% 190' OF 24" RCP @ 0.17% 243' OF 24" RCP @ 0.17%
OUTLET CONTROL STRUCTURE #1
OUTLET CONTROL
STRUCTURE, MANHOLE,
6'-DIAMETER, TYPE 1 FRAME
AND LID (CLOSED)
N=1753721.02 E=1154076.22
RIM=715.66
IE=706.42 (24") SW
IE=706.42 (24") NE
MH #1
MANHOLE, TYPE A,
5'-DIAMETER, TYPE 8 GRATE
N=1753871.35 E=1154192.60
RIM=714.40
IE=706.10 (24") SW
IE=706.07 (24") N
MH #2
MANHOLE, TYPE A,
5'-DIAMETER, TYPE 8 GRATE
N=1754114.30 E=1154195.25
RIM=710.62
IE=705.66 (24") S
IE=705.66 (24") NW
FES #1
PRECAST REINFORED
CONCRETE FLARED END
SECTION 24-INCH WITH STEEL
GRATE
N=1753681.48 E=1154045.60
IE=706.50 (24") NE
FES #2
PRECAST REINFORCED
CONCRETE FLARED END
SECTION 24" WITH STEEL
GRATE
N=1754156.51 E=1154133.27
IE=705.51 (24") SE
75' OF 24" RCP @ 0.21%
60'0' 30'STORM SEWER
S
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S E
W E
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IP
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C-005
EXISTING GRADE
GOVERNORS HIGHWAY
PRECAST REINFORCED CONCRETE
FLARED END SECTION WITH STEEL
GRATE, 24"
INVERT = 706.5
PROPOSED POND GRADE
OUTLET CONTROL STRUCTURE,
MANHOLE, 6' DIAMETER, TYPE 1
FRAME AND GRATE
MANHOLE TYPE A, 5' DIAMETER,
TYPE 8 GRATE
50 FEET OF RCP STORM
SEWER, 24" (ASTM C-76, ASTM C-443)
0.028 ACRES OF WETLANDS (SITE 1) IMPACTED
WETLAND LIMITS (SITE W1)
MANHOLE TYPE A, 5' DIAMETER,
TYPE 8 GRATE
PRECAST REINFORCED CONCRETE
FLARED END SECTION WITH STEEL
GRATE, 24"
INVERT = 705.5
190 FEET OF RCP STORM
SEWER, 24" (ASTM C-76, ASTM C-443)
243 FEET OF RCP STORM
SEWER, 24" (ASTM C-76, ASTM C-443)
75 FEET OF RCP STORM
SEWER, 24" (ASTM C-76, ASTM C-443)
STONE RIPRAP CLASS A4
WITH FILTER FABRIC (18 SQ YD)
CONSTRUCTION LIMITS
WETLAND LIMITS (SITE 1)
0.16 ACRES OF RIPARIAN BUFFER (SITE 1) IMPACTED
0.064 ACRES OF RIPARIAN BUFFER (SITE 1 & W1) IMPACTED
0.005 ACRES OF WETLANDS (SITE W1)
IMPACTED
50-FOOT RIPARIAN LIMITS
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730735
713713
714714
727 727
73273 3734736
73773
7 70
8 70
10+00
11+00
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+0
R E
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C-006
80'0' 40'
LEGEND
SEEDING, CLASS 3 (1.12 ACRES)
LIGHT-DUTY HYDRAULIC MULCH (1.12 ACRES)
SEEDING, CLASS 7 (1.38 ACRES)
LIGHT-DUTY HYDRAULIC MULCH (1.38 ACRES)
M
AP
LE
A
VE
(U
NI
M
PR
OV
ED
GOVERNORS HWY
CONSTRUCTION LIMITS
WETLANDS (SITE 1)
WETLANDS (SITE W1)
WETLANDS (SITE 7)
RIPARIAN AREA
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A SHEET ID
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C-009
NOTE:
THE RISER WILL SET THE PRIMARY SPILLWAY WATER
ELEVATION IN THE POND.
PERIODIC MAINTENANCE TO CLEAN BUILDUP OF SEDIMENT
ON THE GEOTEXTILE MEMBRANE IS REQUIRED.
PROPOSED
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C-012
D E S I G N
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D E S I G N
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C-014
D E S I G N
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D E S I G N
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C-016
D E S I G N
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C-017
D E S I G N
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C-019
D E S I G N
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| Sheets and Views |
| G-002 General Notes |
| G-003 MWRD General Notes |
| G-004 QUANTITIES |
| C-001 SITE CLEARING PLAN (BY OTHERS UNDER SEPARATE CONTRACT) |
| Site Clearing Plan View |
| C-002 REAL ESTATE DRAWING |
| Site Clearing Plan View |
| C-003 SITE GRADING STAGE 2 |
| Site Clearing Plan View |
| C-004 SOIL EROSION AND SEDIMENT CONTROL STAGE 2 |
| Site Clearing Plan View |
| C-005 STORM SEWER PIPE STAGE 2 |
| C-006 RESTORATION PLAN STAGE 2 |
| Site Clearing Plan View |
| C-007 Soil Erosion and Sediment Control Details 1 |
| Site Clearing Plan View |
| C-008 Soil Erosion and Sediment Control Details 2 |
| Site Clearing Plan View |
| C-009 Soil Erosion and Sediment Control Details 3 |
| Site Clearing Plan View |
| C-010 CONSTRUCTION DETAILS |
| C-011 CONSTRUCTION DETAILS |
| C-012 CONSTRUCTION DETAILS |
| C-013 CONSTRUCTION DETAILS |
| C-014 CONSTRUCTION DETAILS |
| C-015 CONSTRUCTION DETAILS |
| C-016 CONSTRUCTION DETAILS |
| C-017 CONSTRUCTION DETAILS |
| C-018 CONSTRUCTION DETAILS |
| C-019 CONSTRUCTION DETAILS |
File details come from the government source that posted it. Updated .