Cal_Township_41st_Ave_RTA_Plans.pdf
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- Calumet Township Drainage Project Federal contract opportunity
- Solicitation number
- W912P6-16-B-0009
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Calumet Drainage Project
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| File | Type | Posted |
|---|---|---|
| AMENDMENT_0002_CAL_TOWNSHIP_W912P616B0009.pdf | ||
| AMD_0001_CAL_TOWNSHIP_W912P616B0009.pdf | ||
| Cal_Township_41st_Ave_RTA_Specifications.pdf | ||
| https //www.fbo.gov/index s opportunity mode form id 0a4b0eb19ffc2b992c70afe97cd411be tab core _cview 1 | — | |
| Cal_Township_41st_Ave_RTA_Plans.pdf | ||
| Cal_Township_41st_Ave_RTA_Specifications.pdf |
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W912P6-16-B-0009
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Chicago District
INDIANA
Gary, LOCATION
PROJECT
41st AVENUE DRAINAGE PROJECT
UNINCORPORATED LAKE COUNTY
GARY, INDIANA
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G-001 of Engineers
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
SHEET INDEX
SHEET # SHEET REF SHEET TITLE
M-501
E-501
E-102
E-101
M-103
M-102
M-101
M-001
C-508
C-504-507
C-503
C-501,502
C-132
C-131
C-130
C-129
C-128
C-127
C-126
C-125
C-124
C-123
C-122
C-121
C-120
C-119
C-118
C-117
C-116
C-115
C-114
C-113
C-112
C-111
C-110
C-109
C-108
C-107
C-106
C-105
C-104
C-103
C-102
C-101
V-101,102
C-001
G-002
G-001
Electrical Details
40th Place Electrical Plan
Beverly Drive Electrical Plan
Mechanical Details
40th Place Pump Station Plan and Profile
Beverly Drive Pump Station Plan and Profile
Pump Station Proposed Site Plan
Electrical/Mechanical General Notes and Legend
Civil Details
Erosion Control Notes and Details
Roadway Typical Sections
Construction Details
Marshall Street - Station 140+00 to 146+50
Beverly Drive - Station 109+00 to 112+00
Beverly Drive - Station 100+00 to 109+00
W 40th Place Alleys - Station 110+00 to 115+50
W 39th Place - Station 150+00 to 153+00
Marshall Place - Station 80+00 to 90+00
W 41st Avenue - Station 67+00 to 77+00
Chase Street - Station 118+00 to 120+00
Chase Street - Station 110+00 to 118+00
Landscaping and SE/SC Plans
Marshall Street - Station 145+00 to 146+50
Marshall Street - Station 140+00 to 145+00
Beverly Drive - Station 109+00 to 112+00
Beverly Drive - Station 104+50 to 109+00
Beverly Drive - Station 100+00 to 104+50
W 40th Place Alleys - Station 110+00 to 115+50
W 39th Place - Station 150+00 to 153+00
Marshall Place - Station 85+50 to 90+00
Marshall Place - Station 80+00 to 85+50
W 41st Avenue - Station 72+00 to 77+00
W 41st Avenue - Station 67+00 to 72+00
Chase Street - Station 118+00 to 120+00
Chase Street - Station 113+00 to 118+00
Chase Street - Station 110+00 to 113+00
Plan and Profiles
Marshall Street - Station 140+00 to 146+50
Beverly Drive - Station 109+00 to 112+00
Beverly Drive - Station 100+00 to 109+00
W 40th Place Alleys - Station 110+00 to 115+50
W 39th Place - Station 150+00 to 153+00
Marshall Place - Station 80+00 to 90+00
W 41st Avenue - Station 67+00 to 77+00
Chase Street - Station 118+00 to 120+00
Chase Street - Station 110+00 to 118+00
Existing Conditions and Removal Plans
Alignment, Ties, and Benchmarks
Overall Site Plan and Legend
General Notes and Abbreviations
Cover Sheet
41-44
38-39
4-5
SOLICITATION SET CONSTRUCTION PLANS
AUGUST 5, 2016
SOLICITATION SET SUBMITTAL
U
G U
S T
DATE
PHONE NUMBER
CHRISTOPHER B. BURKE ENGINEERING, LTD. (847) 823-0500
FOR LETTING:
DATE
APPROVED
CERTIFIED BY:
PLANS
PREPARED BY:
U.S. ARMY CORPS OF ENGINEERS
THOMAS T. BURKE, Jr., PhD, P.E.
GENERAL NOTES
STANDARD ABBREVIATIONS
HORIZONTAL & VERTICAL CONTROL POINT
HORIZONTAL CONTROL POINT
STATIONSTA.
DEGREE OF CURVED
DEFLECTION ANGLE
LENGTHL
RADIUSR
CENTER OF CURVATURECC
POINT OF CURVATUREPC
POINT OF ELEVATIONPI
WORK POINTWP
WORK LIMITWL
WELL POINTSWLP
VERTICALV
VERIFY IN FIELDVIF
TYPICALTYP.
STEEL SHEET PILESSP
REINFORCED CONCRETE PIPERCP
PIPE SLOPES
OCEAN SURVEYS, INC.OSI
NOT TO SCALENTS
NORTH AMERICAN VERTICAL DATUMNAVD
NATURAL WATER LINENWL
NATIONAL GEODETIC VERTICAL DATUMNGVD
MONITORING WELLMW
MINIMUMMIN
MANHOLEMH
LOCAL CONTROL PANELLCP
ILLINOIS DEPARTMENT OF TRANSPORTATIONIDOT
HORIZONTALH
HIGH WATER ELEVATIONHWL
GRATED MANHOLEG.M.H.
GRATE DRAING.D.
GRADE AT FOUNDATIONGF
FIRE HYDRANTFH
FINISH FLOORFF
EXTRACTION WELLEN
EXPANSION JOINTEJ
ELEVATIONELEV
ELECTRICAL MAN HOLEEMH
ELECTRICAL HAND HOLEEHH
DUCTILE IRON PIPED.I.P.
DIGITAL TERRAIN MODELDTM
DIAMETER AT BREAST HEIGHTDBH
DIAMETERDIA.
CORRUGATED METAL PIPECMP
CORPS OF ENGINEERSCOE
CONTRACTING OFFICER'S REPRESENTATIVECOR
CONSTRUCTION JOINTCJ
CENTERLINECL
CATCH BASINCB
ARMY CORPS OF ENGINEERSACOE
VERT./HORIZ. ALIGNMENT ABBREVIATIONS
DEMOLITION GENERAL NOTES
A B
B R
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N S
A
G
N E
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UTILITY MATRIX
TRAFFIC CONTROL NOTES
TO THE GOVERNMENT.
PROPOSED STORM SEWER SYSTEM. THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT AT NO ADDITIONAL CHARGE
16. ANY EXISTING STORM SEWER AND SUMP PUMP CONNECTIONS ENCOUNTERED SHALL BE CONNECTED TO THE
THE ENGINEER.
ITEMS SHALL BE STORED FOR REPLACEMENT UPON COMPLETION OF PROPOSED IMPROVEMENTS AT A LOCATION DETERMINED BY
15. ALL MAILBOXES, FENCES, SIGNS, ETC. SHOWN TO BE REMOVED SHALL BE SALVAGED, CLEANED AND ALL CONCRETE REMOVED.
PARAGRAPH 1.11 AND SPECIFICATION NUMBER 02 41 00 PART 1.
CONSTRUCTION AREAS PRIOR TO START OF CONSTRUCTION IN ACCORDANCE WITH SPECIFICATION NUMBERS 01 10 00.00 03
CONTRACTOR'S EXPENSE. THE CONTRACTOR IS REQUIRED TO VIDEOTAPE AND/OR PHOTOGRAPH ALL EXISTING STRUCTURES AND
14. ANY DAMAGE TO EXISTING STRUCTURES OR OBJECTS NOT SHOWN TO BE REMOVED OR REPLACED SHALL BE REPAIRED AT THE
IS STRICTLY PROHIBITED. THIS SHALL BE INCLUDED IN THE COST OF EROSION CONTROL MEASURES.
BE PLACED AS SHOWN ON THE PLANS. CONSTRUCTION WITHIN THE FENCE WITHOUT PERMISSION FROM THE OWNER OR ENGINEER
13. ALL TREES TO REMAIN SHALL BE PROTECTED WITH SILT FENCE OR ORANGE CONSTRUCTION FENCES. PROTECTIVE FENCING SHALL
OF DEBRIS AT ALL TIMES.
12. THE CONTRACTOR SHALL ENSURE THAT ALL ADJOINING AREAS, INCLUDING ADJACENT STREETS AND DRIVEWAYS, SHALL BE FREE
DISPOSED AT AN OFFSITE LOCATION IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS.
11. ALL EXISTING TREES, BRUSH, AND MISCELLANEOUS APPURTENANCES, SHOWN TO BE REMOVED SHALL BE REMOVED AND
10. ALL EXISTING UTILITIES ARE TO REMAIN IN SERVICE UNLESS SPECIFICALLY SHOWN TO BE REMOVED.
RESPECTIVE UTILITY. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THIS WORK INCIDENTAL TO THE CONTRACT.
9. GAS, TELEPHONE AND ELECTRIC DISTRIBUTION SYSTEM REMOVALS, ADJUSTMENTS, AND / OR RELOCATIONS SHALL BE DONE BY
8. ALL UTILITIES NOTED TO REMAIN SHALL BE ADJUSTED TO THE FINAL GRADES AS PROVIDED ON THE PLAN AND PROFILE SHEETS.
ACCORDANCE WITH FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS.
7. ALL CONSTRUCTION DEBRIS AND BUILDING MATERIALS SHALL BE REMOVED AND DISPOSED AT AN OFFSITE LOCATION IN
CONTRACT DOCUMENTS.
AND SHALL REPORT AT ONCE TO THE ENGINEER ANY DISCREPANCIES WITH RESPECT TO INFORMATION INDICATED IN THE
6. THE CONTRACTOR IS REQUIRED TO ASSURE HIMSELF OF LOCATION AND DEPTH OF EXISTING UTILITIES AND RELATED FEATURES
ENGINEER OF ANY DISCREPANCIES.
CONTRACTOR SHALL CALL I.U.P.P.S. PRIOR TO START OF DEMOLITION TO HAVE ALL EXISTING UTILITIES FIELD LOCATED. NOTIFY
RELOCATION OF ANY EXISTING UTILITY SERVICES, INCLUDING WATER, SEWER, GAS, ELECTRIC, TELEPHONE AND CABLE. THE
FOR THE EXACT LOCATIONS OF THE UTILITIES. THE CONTRACTOR SHALL ARRANGE FOR THE DISCONNECTION, PROTECTION OR
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY COMPANIES PRIOR TO BEGINNING DEMOLITION WORK
COMMENCING WORK AND NOTIFY THE ENGINEER OR OWNER OF ANY DISCREPANCIES.
MAY 2016 AND AVAILABLE RECORDS. CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES SHOWN AND NOT SHOWN BEFORE
4. THIS PLAN WAS PREPARED FROM TOPOGRAPHIC SURVEY PREPARED BY CHRISTOPHER B. BURKE ENGINEERING, LTD, DATED
HOURS PRIOR TO THE START OF DEMOLITION.
3. ARMY CORP OF ENGINEERS - CHICAGO DISTRICT AND THE LAKE COUNTY HIGHWAY DEPARTMENT SHALL BE NOTIFIED AT LEAST 48
UTILITY DISCONNECT FEES.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS FOR DEMOLITION WORK AND ASSOCIATED
1. CONTRACTOR SHALL PERFORM ALL DEMOLITION WORK IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL REQUIREMENTS.
G-002
PLACEMENT. THIS WILL NOT BE PAID FOR SEPARATELY BUT INCLUDED IN THE COST OF THE CONTRACT.
THEIR ACTIVATION.THE MESSAGE BOARD LOCATION SHALL BE REVIEWED AND APPROVED BY THE COUNTY PRIOR TO
SEEK ALTERNATE ROUTES, ETC.). THE LANGUAGE MUST BE PROVIDED TO THE COUNTY FOR REVIEW/APPROVAL PRIOR TO
PUBLIC OF THE UPCOMING WORK (ROAD CONSTRUCTION/LANE REDUCTION BEGINNING ___________, EXPECT DELAYS, PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION WITHIN THE COUNTY'S RIGHT-OF-WAY NOTIFYING THE MOTORING
3. ADVANCED WARNING CHANGEABLE MESSAGE BOARDS SHALL BE POSTED AT BOTH ENDS OF THE ROADWAY TWO WEEKS
NUMBER 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS.
DEVICES FOR STREETS AND LOCAL HIGHWAYS, 2003 EDITION, AND IN ACCORDANCE WITH SPECIFICATION
TRAFFIC CONTROL MEASURES IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL
2. CONTRACTOR SHALL MAINTAIN TRAFFIC FLOW TO RESIDENCES DURING THE PROJECT DURATION AND PROVIDE
1. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ADJACENT RESIDENTS AT ALL TIMES.
REGARDING POSSIBLE CONFLICTS. THE WATER ATLAS IS AVAILABLE UPON REQUEST.
27. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION WITH THE UTILITY COMPANIES
ACCORDANCE WITH SECTION 01 57 20.02 03.
CONTRACTOR IS RESPONSIBLE FOR ALL SOIL EROSION AND SEDIMENT CONTROL USED ONSITE IN
26. SE/SC FEATURES SHOWN ON THE DRAWINGS ARE THE MINIMUM MEASURES REQUIRED AT THE SITE.
25. ALL OFFSET DIMENSIONS SHOWN ON THE PLANS ARE TO THE CENTER OF THE STRUCTURE.
CONTAINS SEPTIC SYSTEMS AND WELLS.
24. SPECIAL CARE AND CAUTION SHALL BE TAKEN THROUGHOUT THE WORK DURATION AS PROJECT AREA
EXISTING RESIDENTS MUST BE MAINTAINED AT ALL TIMES.
23. ROADWAYS MAY BE CLOSED FOR CONSTRUCTION OF PROPOSED IMPROVEMENTS, HOWEVER, ACCESS TO
PROTECTION FENCE.
BY THE CONTRACTING OFFICER. CONSTRUCTION IN REAR YARD AREAS SHALL BE WITHIN LIMITS OF TREE
AT START OF CONSTRUCTION AND SHALL NOT ENCROACH INTO TREE PROTECTION FENCE UNLESS APPROVED
RIGHT-OF-WAY LIMITS OR TREE PROTECTION FENCE. CONTRACTOR SHALL INSTALL TREE PROTECTION FENCE
22. WORK LIMITS, INCLUDING CONSTRUCTION STAGING AND EQUIPMENT STORAGE, SHALL BE WITHIN EXISTING
TREE PROTECTION FENCE LIMITS.
21. CONSTRUCTION STAGING AND EQUIPMENT STORAGE SHALL BE LIMITED TO THE RIGHT-OF-WAY AND OUTSIDE
BE RESET BY A REGISTERED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE.
20. SURVEY MONUMENTATION (PROPERTY CORNERS, ETC.) LOST DURING CONSTRUCTION SHALL
CONSIDERED INCIDENTAL TO THE CONTRACT.
SHALL BE TIED INTO THE STORM SEWER SYSTEM TO ALLOW FOR POSITIVE DRAINAGE, AND SHALL BE
19. ANY FOOTING DRAINS, SUMP PUMP DRAINS, AND OUTSIDE DRAINS ENCOUNTERED DURING CONSTRUCTION
INTERCEPTOR DITCHES AND TEMPORARY DRAINAGE SWALES MAY BE REQUIRED TO MAINTAIN DRAINAGE.
18. CONTRACTOR SHALL PERFORM WORK IN A MANNER THAT MAINTAINS EXISTING DRAINAGE PATTERNS.
RESTORATION AND DEMOLITION AND REMOVAL OR CONSIDERED INCIDENTAL TO THE CONTRACT.
REPLACED IN KIND UNLESS OTHERWISE NOTED. THIS WORK SHALL BE PAID FOR UNDER LANDSCAPE
CONSTRUCTION SHALL BE REPLACED IN KIND. ALL SIGNS REMOVED OR RELOCATED SHALL BE
17. ANY PUBLIC OR PRIVATE IMPROVEMENTS (SIDEWALKS, CURB AND GUTTER, ETC.) DISTURBED DURING
PARAGRAPH 1.6. ANY CHANGE IN LENGTH, LOCATION OR ALIGNMENT SHALL BE SHOWN IN RED.
AS SOON AS THE PROJECT IS COMPLETED IN ACCORDANCE WITH SPECIFICATION SECTION 01 10 00.00 03,
16. RECORD DRAWINGS SHALL BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO THE GOVERNMENT
BY THE GOVERNMENT.
THE GOVERNMENT SHALL BE NOTIFIED PRIOR TO ANY CHANGES AND ANY SHALL ONLY BE AS APPROVED
OF THE WORK AND INTERFERE TO SUCH AN EXTENT THAT ALTERATION IN THE PLANS IS REQUIRED,
15. WHEREVER OBSTRUCTIONS NOT SHOWN ON THE PLANS ARE ENCOUNTERED DURING THE PROGRESS
CONTROL PLAN HAVE BEEN APPROVED IN WRITING BY THE ARMY CORPS OF ENGINEERS - CHICAGO DISTRICT.
EQUIPMENT SUBMITTALS, ACCIDENT PREVENTION PLAN, ENVIRONMENTAL PROTECTION PLAN, AND QUALITY
14. NO MATERIALS SHALL BE DELIVERED TO THE JOB SITE OR EQUIPMENT MOBILIZED UNTIL ALL PERTINENT
BY THE CONTRACTOR AND SHALL BE INCLUDED N THE COST FOR CLEARING AND GRUBBING.
13. ALL TREE TRIMMING REQUIRED TO CONSTRUCT THE PROPOSED IMPROVEMENTS SHALL BE PERFORMED
DIRECTION AND MEANS/METHODS OF CONSTRUCTION.
12. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY, AS WELL AS SUPERVISION/
TOPSOIL (MINIMUM 4-INCHES), EROSION CONTROL BLANKET, AND SEED, UNLESS OTHERWISE SPECIFIED.
11. ALL DISTURBED AREAS (NOT IMPERVIOUS IN NATURE) SHALL BE FINE GRADED AND RESTORED WITH
COST OF THE CONTRACT.
TO THE GOVERNMENT. THE COST ASSOCIATED FOR THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THE
ITEMS OF EQUIPMENT REQUIRED TO MAINTAIN SUCH NORMAL OPERATION AT NO ADDITIONAL COST
OPERATION OF ANY EXISTING UTILITY SERVICE. THE CONTRACTOR SHALL FURNISH ALL NECESSARY
10. THE WORK PERFORMED UNDER THIS CONTRACT SHALL IN NO WAY INTERFERE WITH THE NORMAL
a. STANDARD SPECIFICATIONS, AS PREPARED BY THE INDIANA DEPARTMENT OF TRANSPORTATION;
WHICH ARE HEREBY MADE A PART HEREOF:
9. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE FOLLOWING SPECIFICATIONS, NOT LIMITED TO GAS, WATER, ELECTRIC AND SEPTIC SYSTEMS, INCLUDING FIELD TILE.
SHALL BE AT NO COST TO THIS PROJECT OR GOVERNMENTAL UNIT. THESE UTILITIES INCLUDE BUT ARE
SHOWN ON THE PLANS. ANY PROTECTION, MAINTENANCE, RELOCATION, REPAIR WORK OR OTHER WORK
THE ACTUAL LOCATIONS OF THOSE WHICH ARE SHOWN MAY BE DIFFERENT FROM THE LOCATIONS AS
DURING CONSTRUCTION, UTILITIES OTHER THAN THOSE SHOWN MAY BE ENCOUNTERED AND THAT
8. THE ARMY CORP OF ENGINEERS, GOVERNMENT OR ENGINEER DOES NOT ASSUME RESPONSIBILITY THAT
WITH THE PROPOSED IMPROVEMENTS.
SHALL NOTIFY ARMY CORPS OF ENGINEERS/GOVERNMENT/ENGINEER IF ANY EXISTING UTILITIES ARE IN CONFLICT
THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING EXISTING UTILITIES DURING CONSTRUCTION AND
COMPANIES AND AVAILABLE INFORMATION. ADDITIONAL UTILITIES MAY EXIST WITHIN THE WORK AREA.
7. THE UNDERGROUND UTILITIES INDICATED ARE BASED ON INFORMATION PROVIDED BY LOCAL UTILITY
AND AS APPROVED BY THE GOVERNMENT.
6. ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS
5. SERVICES OF A REGISTERED LAND SURVEYOR ARE REQUIRED FOR LAYOUT OF WORK LIMITS AND FENCE LINE.
4. THE CONTRACTOR SHALL PERFORM ALL WORK WITHIN THE SPECIFIED WORK LIMITS.
EXISTING AT THAT TIME. ACTUAL CONDITIONS MAY VARY.
3. THE TOPOGRAPHIC INFORMATION PRESENTED IS FROM THOMSON SURVEYING, LTD. AND REPRESENTS CONDITIONS
2. THE VERTICAL DATUM SHALL BE BASED ON NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988.
1. THE HORIZONTAL DATUM IS BASED ON NAD 1983, NGS MONUMENT PID ME3214.
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CATV CATV CATV CATV
LEGEND
XXX.XX
W
FLOW FLOW
CB
12" RCP
CB
D
CL
G
W
BF XXX.XXB/F = XXX.XX
T/F OR G/F = XXX.XX
CL
C-001
BASEMENT FLOOR ELEVATION
TOP AND GRADE OF FOUNDATION
SPOT ELEVATION
CONTOUR LINE
CABLE TV LINE
ELECTRIC LINE
TELEPHONE LINE
OVERHEAD LINE
GAS MAIN
FENCE
STREET SIGN
POWER POLE
STREET LIGHT/PARKING LOT LIGHT
INLET FILTER
TREE PROTECTION
LANDSCAPE RESTORATION
STABILIZED CONSTRUCTION ENTRANCE
SILT FENCE
RIP RAP
FLARED END SECTION
UTILITY CROSSING
FIRE HYDRANT
VALVE VAULT
WATER MAIN
PAVEMENT RESURFACING
HMA PATCHING (PROPOSED)
INLET
CATCH BASIN
STORM MANHOLE
PAVEMENT RESURFACING (SURFACE REMOVAL)
HMA PATCHING (REMOVAL)
TREE REMOVAL
CENTERLINE SYMBOL
CENTERLINE
ROADWAY - ASPHALT
FLOW ARROW
STORM SEWER
SANITARY SEWER
O P
X
D E
S C
R
IP
T
IO
N M
A R
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P R
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C T C
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E E
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®of Engineers
US Army Corps
D R
A W
N B
Y
C H
E C
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D B
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T E
D B
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F
IL
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A M
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D A
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SHEET ID
G
F
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D
C
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A
1 2 3 4 5 6 7 8 9 10
C O
N S
T R
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T
IO
N S P
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A V
E N
U E D
R A
IN
A G
E P
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C T
G A
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IN
D
IA
N A
SHEET OF3 53
C H
IC
A G
O D
IS
T R
IC
T
C H
IC
A G
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IL
L
IN
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W
H
IG
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L E
E M F
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T
J G
S
T H
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A S T
B U
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E
A N
S I
D
100%
N
IN
D
IA
N A \1
\C iv il \s it e p la n .s h t
W P -1
-B -0
A U
G U
S T
D
D
D
D
D
D
D
D
D
CB
D
D
D
D
D
CB
D
D
D
D
D
D
D
D
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D
CB
618617
D
D
D
D
D
D
D
D
D
D
C B
D
D
D
D
D
CB
D
D
C B
T
F .2
R E S
ID
E N
C E
F R
A M
E
B R
IC
K
1- S
T O
R Y
F
F .3
R E S
ID
E N
C E
B R
T O
R Y
L
T R
Y .6
T
F .2
R E S
ID
E N
C E
F R
A M
E
B L
O C
S
T O
R Y
L
T R
Y .5
S H
E D
F R
A M
E
S H
E D
F R
A M
E
F
F .3
T
F .5
G A
R A
G E
F R
A M
E
T
F .6
R E S
ID
E N
C E
F R
A M
E
1- 1/
S
T O
R Y
C O
N C
H
E D
F R
A M
E
C A
R P
O R
T T
F .5
R E S
ID
E N
C E
F R
A M
E
1- S
T O
R Y
S H
E D
F R
A M
E
T
F .6
L
R E S
ID
E N
C E
F R
A M
E
B L
O
1/
S
T O
R Y
R E S
ID
E N
C E
F R
A M
E
B L
O
1/
S
T O
R Y
L
T R
Y .3
F
F .1+
T
F .17
G A
R A
G E
F R
A M
E
F
F .9
G A
R A
G E
F R
A M
E
L
T R
Y .7
T
F .0
R E S
ID
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C E
B L
O
T O
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T
F .9
R E S
ID
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F R
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B
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T O
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L
T R
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T
F .0
R E S
ID
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A
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ID
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B L
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L
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T
F .6
R E S
ID
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S
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D E
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C O
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P E
D E S
T A
L
U T
IL
IT
Y
G R
A V
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B L
O
N D
S C
A P
IN
L L
(t y p
.3
L
T R
Y
G R
A V
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.3
G A
R A
G E
F
F
E .M
E .M
L .A
L .A
L.A.
L.A.
L.A.
L.A.
L .A
L .A
T F
1.8
1+
R E S
ID
E N
C E
F R
A M
E
B L
O
S
T O
R Y
T
F .16
R E S
ID
E N
C E
F R
A M
E
B L
O
S
T O
R Y
L
T R
Y .8
L
T R
Y .1+
.9
L
T R
Y
T
F .7
F
F .9
G A
R A
G E
F R
A M
E
F
F .6
T
F 1.2
G A
R A
G E
F R
A M
E
E .M
T
F .6
R E S
ID
E N
C E
F R
A M
E
B L
O
S
T O
R Y
L .A
RAILROAD TIES
T
F .2
G A
R A
G E
F R
A
T R
Y .9
R E S
ID
E N
C E
F R
A
T O
R Y
D U
IP
.4
G A
R A
IL
R O
IE
S
C O
N C
R E
T E
R A
IL
R O
S
T
IM
B E
R S
W O
O D
T
IM
B E
R S
W O
O D
RAILROAD TIES
T
IE
S
R A
IL
R O
O
T A
IN
L L
R E
T A
IN
L L
T
IM
B E
R S
W O
O D
T
IM
B E
R S
W O
O D
WALK
CONCRETE
BRICK &
R A
IL
R O
S
L .A
L .A
F
F .7
G A
R A
G E
F R
A M
E
G R
A V
E L
IR
E S
R E S
ID
E N
C E
F R
A
T O
R Y
L
T
Y
.1
TIMBERS
WOOD
TIMBERS
WOOD
TIMBERS
WOOD
TIMBERS
WOOD
TIMBERS
WOOD
TIMBERS
WOOD
G R
A V
E L
L .A
L .A
L.A.L.A.
C O
N C
R E
T E
L.A.
S
IL
R
E L
E V
.9
P O
S S
IB
L E
O
IL
B O
R
E V
.8
O N
L Y
F O
U N
D A
T
IO
N
C O
N C
R E
T E
G A
R A
G E
R A
IL
R O
S
C O
N C
R E
O C
K
G A
R A
G E
T
IM
B E
R S
W O
O D
T
IM
B E
R S
W O
O D
R A
IL
R O
S
GRAVELGRAVEL
G R
A V
E L
G R
A V
E L
G R
A V
E L
G R
A V
E L
G R
A V
E L
GRAVEL
GRAVEL
G R
A V
E L
GRAVEL
G R
A V
E L
B R
L U
M N
B R
L U
M N
B R
L U
M N
C O
N C
R E
O C
K
F
F .5
R E S
ID
E N
C E
F R
A M
E
1- S
T O
R Y
F
F .5
G A
R A
G E
F
F .4
R E S
ID
E N
C E
F R
A M
E
S
T O
R Y
V E
E N
IN
G .8
E D
T E
R
.5
L .A
C O
N C
R E
T E
B L
O C
K
S T
O
G
IN
G
T F
.7
R E S
ID
E N
C E
F F
.4
G A
R A
G E
F R
A M
E
F F
.6
1+
G A
R A
G E
B L
O C
K
C O
N C
R E
.0
G A
R A
S T
B A
S K
E T
B A
L L
T
IM
B E
R S
(T Y
P
P E
D E S
T A
L U
T
IL
IT
Y
T
IM
B E
R S
C O
N C
R E
O C
K
C O
N C
R E
T E
S
T E P
S
C O
N C
R E T E
C O
N C
R E T E
G R
A V
E L
GRAVEL
G R
A V
E L
GRAVEL
GRAVEL
G R
A V E L
G R A V E L
G R A V E L
G R A V E L
G R
A V
E L
G R A V E L
G R
A V
E L
G R
A V
E L
G R
A V
E L
G R
A V
E L
G R
A V
E L
GRAVEL
GRAVEL
G R
A V
E L
G R
A V
E L
G R
A V
E L
GRAVEL
G R
A V E L
G R
A V E L
G R
A V E L
4150 4150 3101
4137 4125
4016 4010 4002 3990 3962
3016 3017
3006 3009
2932 2941
29072908
2900 2901
28332833
2800 4062 4060
27332733
4052 4048
4011 4005 3973 3965 3959
394039563964397240004008
3997 3979 3971 3971
2900 2985
110+00 111 112 113 114 115+00 116 117 118 119 120+00
80+00 81 82 83
85+00 86
+00
110+00 111
112 113 114 115+00
140+00 141 142 143 144 145+00 146 147
100+00
27252737 28012813
29413001
30173033
POT Sta 110+00.00
POT Sta 120+00.00
POT Sta 120+50.00
62+00
P I
S t a
.4
P I
S t a
.7
P I
S t a
.7
P I
S t a
.7
P I
S t a
.8
P I
S t a
.4
P I
S t a
.3
70+00
P I
S t a
.0
P I
S t a
.4
P I
S t a
1+
.6
P I
S t a
1+
.7
P I
S t a
1.
P I
S t a
.3
P I
S t a
.3
P I
S t a
.5
P I
S t a
.8
P I
S t a
.9
75+00
P I
S t a
1.
P O T
S t a
.2
P I
S t a
.6
P O T
S t a
.7
N 2 292 486.15
E 2 872 908.86
N 2 293 458.36
E 2 873 912.76
N 2 293 459.67
E 2 873 845.67
N 2 293 463.61
E 2 873 698.77
N 2 293 536.15
E 2 872 907.69
N 2 293 486.15
E 2 872 907.75
N 2 293 476.59
E 2 872 914.92
N 2 293 476.55
E 2 872 861.70
N 2 293 474.94
E 2 873 011.09
N 2 293 474.53
E 2 873 063.69
N 2 293 471.30
E 2 873 272.80
N 2 293 470.33
E 2 873 325.95
N 2 293 468.51
E 2 873 430.53
N 2 293 467.66
E 2 873 483.52
N 2 293 465.24
E 2 873 594.00
N 2 293 464.41
E 2 873 646.02
N 2 293 469.47
E 2 873 378.17
N 2 293 472.03
E 2 873 219.60
N 2 293 472.53
E 2 873 167.20
N 2 293 473.40
E 2 873 115.53
N 2 293 475.69
E 2 872 961.96
N 2 293 476.58
E 2 872 907.76
N 2 293 476.54
E 2 872 881.95
N 2 293 467.14
E 2 873 542.64C H
A S
E
S
T R
E E T
HORIZONTAL CONTROL POINTS
POINT NO. NORTHING (Y) EASTING (X) ELEVATION DESCRIPTION STATION OFFSET
CP 34 2,292,631.54 2,872,936.06 614.11 27.4' RT
CP 34
CP 33
CP 32
CP 31
CP 30
CP 3589
CP 3524
CP 11
HORIZONTAL CONTROL POINTS
POINT NO. NORTHING (Y) EASTING (X) ELEVATION DESCRIPTION STATION OFFSET
W. 41st AVENUE
C H
A S
E
S
T R
E E T
CHASE STREET
IPS 111+45.37
CP 33 2,292,702.39 2,872,937.30 617.87 28.7' RTIPS 112+16.21
CP 32 2,292,755.72 2,872,935.77 621.35 27.2' RTNAIL 112+69.55
CP 31 2,292,809.51 2,872,945.65 627.13 37.1' RTIPS 113+23.32
CP 30 2,292,871.54 2,872,937.13 627.32 28.7' RTNAIL 113+85.36
2,292,999.52 2,872,915.69 631.93 7.4' RTPKS 115+13.37CP 3589
2,293,214.28 2,872,915.74 627.41 7.7' RTPKS 117+28.13CP 3524
2,293,509.54 2,872,881.82 628.61 25.9' LT120+23.42CP 11 PK
W. 41st AVENUE
CP 29
CP 29 2,293,443.13 2,873,852.03 628.16 IPS CAP 77+05.31 16.4' RT
2,293,509.54 2,872,881.82 628.61 33.0' LTCP 11 PK 67+34.60
N 2 293 476.54
E 2 872 847.21
POT Sta 80+00.00
POT Sta 80+50.00
PI Sta 80+82.68
N 2 293 409.67
E 2 873 845.39
N 2 293 492.35
E 2 873 845.85
N 2 293 459.67
E 2 873 845.67
N 2 293 460.53
E 2 873 803.90
P I
S t a
.8
N 2 293 462.07
E 2 873 751.34
O P
X
D E
S C
R
IP
T
IO
N M
A R
K
P R
O J E
C T C
O D
E
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
D E
S
IG
N E
D B
Y
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T E
D B
Y
F
IL
E N
A M
E
S
IZ
E
D A
T E
SHEET ID
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9 10
C O
N S
T R
U C
T
IO
N S P
L A
N S s t
A V
E N
U E D
R A
IN
A G
E P
R O J E
C T
G A
R Y
IN
D
IA
N A
SHEET OF4 53
C H
IC
A G
O D
IS
T R
IC
T
C H
IC
A G
O
IL
L
IN
O
IS
W
H
IG
G
IN
S R
O A
D S
U
IT
E
R O
S E
M O
N T
IL
L
IN
O
IS
L E
E M F
E L L P
E
E D
T
J G
S
T H
O M
A S T
B U
R K
E P
E
A N
S I
D
100%
N
IN
D
IA
N A \1
\C iv il \b m k -0
.s h t
W P -1
-B -0
A U
G U
S T
MATCH LINE STA. 81+00 MARSHALL PLACE
N
SCALE IN FEET 1" = 60'
60 120
V-101
A L
IG
N M
E N
T T
IE
S
A N
D B
E N
C H
M A
R K
S
2. THE VERTICAL DATUM SHALL BE BASED ON NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988.
NOTES:
27462754
28242902
28002820
26202638
PI Sta 81+32.46
PI Sta 81+92.91
PI Sta 82+40.23
PI Sta 82+93.43
PC Sta 83+50.42
PRC S
ta
83+ 80.6
PI Sta 83+6
5.63
PT Sta 84+22.80
PI Sta 84+03.08
PC Sta 84+91.31
PT Sta 85+14.40 PI Sta 85+03.07
PC Sta 86+31.49
PT S
ta
88+ 99.3
PI Sta 87 +67.06
POT S
ta
90+83 .59
PROP. CURVE ALI_MARSHALL-1
PI STA. = 83+65.63
R = 120.00' T = 15.21'
L = 30.27'
E = 0.96'
P.C. STA. = 83+50.42
P.T. STA. = 83+80.69
PROP. CURVE ALI_MARSHALL-2
PI STA. = 84+03.08
R = 50.00'
T = 22.39'
L = 42.11'
E = 4.79'
P.C. STA. = 83+80.69
P.T. STA. = 84+22.80
PROP. CURVE ALI_MARSHALL-3
PI STA. = 85+03.07
R = 50.00'
T = 11.75'
L = 23.09'
E = 1.36'
P.C. STA. = 84+91.31
P.T. STA. = 85+14.40
PROP. CURVE ALI_MARSHALL-4
PI STA. = 87+67.06
R = 700.00'
T = 135.57'
L = 267.83'
E = 13.01'
P.C. STA. = 86+31.49
P.T. STA. = 88+99.32
POT Sta 140+00.00
PI Sta 140+50.00
PI Sta 141+45.71
POT Sta 147+53.28
POT Sta 110+00.00
PI Sta 111+67.82
POT Sta 115+88.96
P O T
S t a
.0
150+00
P C
S t a
.0
P T
S t a
1+ .9
P I
S t a
1+ .5
P C
S t a
.1
P T
S t a
.6
P I
S t a
.9
P C
S t a
.2
155+00
P T
S t a
.1
P I
S t a
.4
P I
S t a
.3
P C
S t a
.5 a
.5
P I
S t a
.5 a
.3
160+00
P T
S t a
.2
P I
S t a
.2
P C
S t a
.8
P T
S t a
.5
P I
S t a
.19
P C
S t a
1+ .1
P T
S t a
1+ .0
P I
S t a
1+ .0
P O T
S t a
.3
PROP. CURVE ALI_39TH-1
PI STA. = 151+15.51
R = 1,200.00'
T = 65.51'
L = 130.90'
E = 1.79'
P.C. STA. = 150+50.00
P.T. STA. = 151+80.90
PROP. CURVE ALI_39TH-2
PI STA. = 153+17.92
R = 400.00'
T = 19.75'
L = 39.46'
E = 0.49'
P.C. STA. = 152+98.17
P.T. STA. = 153+37.63
PROP. CURVE ALI_39TH-3
PI STA. = 154+54.44
R = 500.00'
T = 98.15'
L = 193.83'
E = 9.54'
P.C. STA. = 153+56.29
P.T. STA. = 155+50.12
PROP. CURVE ALI_39TH-4
PI STA. = 158+28.59
R = 1,000.00'
T = 41.05'
L = 82.05'
E = 0.84'
P.C. STA. = 157+87.55
P.T. STA. = 158+69.59
PROP. CURVE ALI_39TH-5
PI STA. = 159+95.28
R = 1,000.00'
T = 18.97'
L = 37.94'
E = 0.18'
P.C. STA. = 159+76.31
P.T. STA. = 160+14.25
PROP. CURVE ALI_39TH-6
PI STA. = 160+80.19
R = 1,000.00'
T = 15.35'
L = 30.70'
E = 0.12'
P.C. STA. = 160+64.84
P.T. STA. = 160+95.54
PROP. CURVE ALI_39TH-7
PI STA. = 161+67.09
R = 300.00'
T = 14.95'
L = 29.87'
E = 0.37'
P.C. STA. = 161+52.15
P.T. STA. = 161+82.02
POT
St a
0+0 0.0
PC
St a
1+ .00
PT
St a
1+ .4
PI
S ta
+3
8.
PC
St a
2+ .5
105+00 P T
S t a
.9
PI
S t a 4+
.8
P I
S t a
.2
P I
S t a
.6
P C
S t a
.9
P T
S t a
.9
P I
S t a
.8
P C
S t a
.5
P T
S t a
.4
P I
S t a
.5
P I
S t a
.2
P I
S t a
.4
110+00
P O T
S t a
.0
PROP. CURVE ALI_BEVERLY-1
PI STA. = 101+38.27
R = 600.00'
T = 38.27'
L = 76.43'
E = 1.22'
P.C. STA. = 101+00.00
P.T. STA. = 101+76.43
L = 263.42'
PROP. CURVE ALI_BEVERLY-2
PI STA. = 104+13.82
R = 700.00'
T = 133.29'
E = 12.58'
P.C. STA. = 102+80.53
P.T. STA. = 105+43.95
P.T. STA. = 108+22.95
PROP. CURVE ALI_BEVERLY-3
PI STA. = 108+06.89
R = 60.00'
T = 16.92'
L = 32.98'
E = 2.34'
P.C. STA. = 107+89.97
P.T. STA. = 108+54.48
PROP. CURVE ALI_BEVERLY-4
PI STA. = 108+48.52
R = 100.00'
T = 5.97'
L = 11.92'
E = 0.18'
P.C. STA. = 108+42.55
C H
A S
E
S
T R
E E T
BEVERLY DRIVE
L E
Y
W. 39th PL
ACE
B E V E R L Y
D R
IV
E
M A
R S
H A
L L
P L A
C E
M A
R S
H A
L L
S
T R
E E T
M A
R S
H A
L L
P L
A C
L E
Y
W. 39th PLACE
N 2 293 801.56
E 2 874 247.33
N 2 293 815.23
E 2 874 196.72
N 2 293 811.42
E 2 874 196.67
N 2 293 765.23
E 2 874 196.07
N 2 293 666.50
E 2 874 026.05
N 2 293 848.58
E 2 874 045.44
N 2 293 842.54
E 2 874 036.72
N 2 293 843.32
E 2 874 032.74
N 2 293 834.32
E 2 874 024.87
N 2 293 910.94
E 2 874 197.74
N 2 294 435.19
E 2 874 302.34
N 2 294 436.99
E 2 874 244.03
N 2 294 437.45
E 2 874 229.09
N 2 294 436.43
E 2 874 214.18
N 2 294 518.50
E 2 874 197.74N 2 294 430.91
E 2 874 127.06
N 2 294 428.27
E 2 874 038.57
N 2 294 428.27
E 2 874 057.54
N 2 294 428.27
E 2 873 931.85
N 2 294 428.27
E 2 873 890.80
N 2 294 431.64
E 2 873 849.90
N 2 294 468.64
E 2 873 828.98
N 2 294 441.41
E 2 873 731.09 N 2 294 449.33
E 2 873 613.14
N 2 294 455.91
E 2 873 515.21 N 2 294 424.98
E 2 873 422.06
N 2 294 244.68
E 2 874 047.72
N 2 294 291.24
E 2 873 878.82
N 2 294 355.28
E 2 873 073.27
N 2 294 360.91
E 2 873 122.95
N 2 294 368.29
E 2 873 188.05
N 2 294 382.71
E 2 873 251.96
N 2 294 403.21
E 2 873 342.77
N 2 294 419.10
E 2 873 404.36
N 2 294 412.87
E 2 873 385.62
N 2 294 408.53
E 2 873 366.36
N 2 294 367.86
E 2 873 360.22
N 2 294 333.55
E 2 873 377.17
N 2 294 301.66
E 2 873 398.33
N 2 294 214.93
E 2 873 455.90
N 2 294 103.88
E 2 873 529.61
N 2 294 027.69
E 2 873 638.97
N 2 293 968.63
E 2 873 723.74
N 2 293 542.12
E 2 873 846.53
N 2 293 602.56
E 2 873 844.94
N 2 293 649.84
E 2 873 843.10
N 2 293 760.01
E 2 873 841.75
N 2 293 703.03
E 2 873 842.86
N 2 293 775.23
E 2 873 841.45
N 2 294 160.72
E 2 873 915.49
N 2 294 025.94
E 2 873 900.78
N 2 293 811.45
E 2 873 831.36
N 2 293 830.30
E 2 873 843.45
N 2 293 854.53
E 2 873 979.76
N 2 293 887.97
E 2 873 880.46
N 2 293 897.86
E 2 873 886.80
N 2 293 909.55
E 2 873 888.08
N 2 293 938.73
E 2 873 767.98
N 2 293 885.70
E 2 873 839.84
N 2 293 875.66
E 2 873 853.46
N 2 293 870.79
E 2 873 901.63
N 2 293 871.83
E 2 873 895.76
N 2 293 872.52
E 2 873 889.84
N 2 293 874.10
E 2 873 871.55
N 2 293 874.20
E 2 873 870.31
N 2 294 432.52
E 2 873 839.12
N 2 294 435.30
E 2 874 197.74
N 2 294 432.55
E 2 874 157.71
N 2 294 431.49
E 2 874 142.40
N 2 294 428.99
E 2 874 076.50
N 2 293 789.88
E 2 873 837.37
CP 15
CP 2228
CP 2811
CP 2380
CP 35
HORIZONTAL CONTROL POINTS
POINT NO. NORTHING (Y) EASTING (X) ELEVATION DESCRIPTION STATION OFFSET
MARSHALL PLACE
CP 29 2,293,443.13 2,873,852.03 628.16 IPS CAP 80+33.49 6.5' RT
IP634.292,293,803.70 2,873,859.45 83+95.04 23.9' RT
CP 2228 2,293,894.79 2,873,868.80 633.61 PKS 84+90.76 13.5' LT
633.142,293,978.29 2,873,905.52 85+84.63 9.9' RTPKS
CP 2380 2,294,042.84 2,873,860.81 633.74 86+44.73 41.5' LTNAIL SET
2,294,176.06 2,873,887.63 635.41 87+83.34 13.3' LTCP 35
CP 2811
CP 15
IPS
HORIZONTAL CONTROL POINTS
POINT NO. NORTHING (Y) EASTING (X) ELEVATION DESCRIPTION STATION OFFSET
BEVERLY DRIVE
627.952,293,943.01 2,873,747.02 8.2' RT
CP 2228 2,293,894.79 2,873,868.80 633.61 PKS 20.2' LT
629.602,293,831.76 2,874,044.58 9.1' RTPKSCP 2116
CP 2381
CP 2116
CP 2381 PKS 106+80.90
108+18.00
110+02.27
HORIZONTAL CONTROL POINTS
POINT NO. NORTHING (Y) EASTING (X) ELEVATION DESCRIPTION STATION OFFSET
629.602,293,831.76 2,874,044.58 13.3' RTPKSCP 2116 111+82.57
CP 41
CP 40
N-S ALLEY
628.272,293,979.87 2,874,054.77 8.6' RTNAIL 113+24.19CP 41
629.172,294,140.47 2,874,055.75 8.6' RTNAIL 114+84.80CP 40
P I
S t a
111+
.8
O P
X
D E
S C
R
IP
T
IO
N M
A R
K
P R
O J E
C T C
O D
E
C O
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N N
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IG
N E
D B
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U .S
A R
M Y C
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P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T E
D B
Y
F
IL
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A M
E
S
IZ
E
D A
T E
SHEET ID
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9 10
C O
N S
T R
U C
T
IO
N S P
L A
N S s t
A V
E N
U E D
R A
IN
A G
E P
R O J E
C T
G A
R Y
IN
D
IA
N A
SHEET OF5 53
C H
IC
A G
O D
IS
T R
IC
T
C H
IC
A G
O
IL
L
IN
O
IS
W
H
IG
G
IN
S R
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R O
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M O
N T
IL
L
IN
O
IS
L E
E M F
E L L P
E
E D
T
J G
S
T H
O M
A S T
B U
R K
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E
A N
S I
D
100%
N
IN
D
IA
N A \1
\C iv il \b m k -0
.s h t
W P -1
-B -0
A U
G U
S T
SCALE IN FEET 1" = 60'
N
0 60 120
V-102
A L
IG
N M
E N
T T
IE
S
A N
D B
E N
C H
M A
R K
S
MATCH LINE STA. 81+00 MARSHALL PLACE
2. THE VERTICAL DATUM SHALL BE BASED ON NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988.
NOTES:
" X
"3 1"
1"
" X
" D
E A
D " X
" 8 " X
" X
" X
11"
" X
11"
" X
" X
" X
11"
E D
T E
R
.5
110+00 111 112 113
AVOID WETLAND)
(CONTRACTOR TO
WETLAND LIMITS
O P
X
D E
S C
R
IP
T
IO
N M
A R
K
P R
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C T C
O D
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C O
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S O
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A T
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N N
O
IS
S
U E D
A T
E
D E
S
IG
N E
D B
Y
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T E
D B
Y
F
IL
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A M
E
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IZ
E
D A
T E
SHEET ID
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9 10
C O
N S
T R
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T
IO
N S P
L A
N S s t
A V
E N
U E D
R A
IN
A G
E P
R O J E
C T
G A
R Y
IN
D
IA
N A
SHEET OF6 53
C H
IC
A G
O D
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T R
IC
T
C H
IC
A G
O
IL
L
IN
O
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W
H
IG
G
IN
S R
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M O
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L E
E M F
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J G
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B U
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A N
S I
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100%
N
IN
D
IA
N A \1
\C iv il \r e m c h a s e -0
.s h t
W P -1
-B -0
A U
G U
S T
CHASE STREET
RESURFACING
882 SY PAVEMENT
33.2' RT
+96.4
33.2' RT
+96.4 33.2' RT
+15.1
398 SY HMA PATCHING
"X
C
"X
" S
T U
M P
"S
T U
M P
" 17
F
F .7
G A
R A
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F R
A M
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G R
A V
E L
R E S
ID
E N
C E
F R
A
T O
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L
T
.1
TIMBERS
WOOD
TIMBERS
WOOD
TIMBERS
WOOD
TIMBERS
WOOD
TIMBERS
WOOD
TIMBERS
WOOD
G R
A V
E L
L .A
L .A
L.A.L.A.
C O
N C
R E
T E
S
R
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.9
" D
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" D
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" X
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IB
L E
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B O
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O N
L Y
F O
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D A
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IO
N
C O
N C
R E
T E
L .A
113 114 115+00 116 117 118
66 67 68 69 70+00 71
73 74
75+00
110+00
150+00
DECK
WOOD
CONCRETE CONCRETE
GRAVEL
GRAVEL
L.A.
L.A.
L .A
L .A
L .A
L .A
L.A.
L.A.
L.
A.
CONCRETE TIMBERS
WOOD
TIMBERS
WOOD
BLOCK RETAINING WALL
RETAINING WALL
TIMBERS
WOOD
TIMBERS
WOOD
W A
L K
C O
N C
R E
T E
B R
L.A.
GRAVEL
NO WIRES
T
IM
B E
R S
W O
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T
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B E
R S
W O
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T
IM
B E
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W O
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IM
B E
R S
W O
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T
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B E
R S
W O
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B E
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W O
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L.A.
L.A.
L .A
L .A
CONCRETE
L .A
SOIL BORING C-1
ELEV.=628.91
POSSIBLE
OLD SOIL
BORING
ELEV.=626.84
CONCRETE BLOCK
TIMBERS
WOOD
TIMBERS
WOOD
G R
A V
E L
G R
A V
E L
GRAVEL
GRAVEL
GRAVEL
GRAVEL
GRAVEL
G R
A V
E L
G R
A V
E L
GRAVEL
G R
A V
E L
GRAVEL
CONCRETE BLOCK
L.A.
CONCRETE
BLOCK
STONE EDGING
TIMBERS
TIMBERS
CONCRETE BLOCK
CONCRETE STEPS
CO
NCRET
E
CO
NCRET
E
GRAVEL
G R
A V
E L
GRAVEL
G R
A V
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G R
A V E L
G R A V E L
G R
A V E L
G R
A V E L
G R
A V E L
GRAVEL
G R
A V E L
GRAVEL
GRAVEL
GRAVEL
GRAVEL
GRAVEL
G R
A V
E L
G R
A V
E L
GRAVEL
GRAVEL
GRAVEL
G R
A V
E L
GRAVEL
GRAVEL
GRAVEL
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
APPROXIMATE
LOCATION
AT&T LINE
APPROXIMATE
LOCATION
AT&T LINE
APPROXIMATE
LOCATION
AT&T LINE
APPROXIMATE
LOCATION
AT&T LINE
APPROXIMATE
LOCATION
AT&T LINE
APPROXIMATE
LOCATION
AT&T LINE
W. 40th P
LACE
C H
A S
E
S
T R
E E T
W. 41st AVENUE
C H
A S
E
S
T R
E E T
W. 39th P
LACE
BEVERLY D
RIVE
M A
R S
H A
L L
P L
A C
E
M A
R S
H A
L L
S
T R
E E
TA
L L E
Y
A L L E
Y
KEY MAP
N
0 20
SCALE IN FEET 1" = 20'
N
M A T C
H
L
IN
E
S T A
M A T C
H
L
IN
E
S T A
M A T C
H
L
IN
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S T A
S T
A T
IO
N t o
C H
A S
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T R
E
X
IS
T
IN
G C
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D
IT
IO
N S A
N D R
E M
O V
A L P
L A
N
C-101
IS PART OF BASE BID.
FULL WIDTH RESURFACING OF CHASE STREET
NOTE:
" S
T U
M P
1"
" N
IR
E S
L.A.
G
IN
N
IP
S C
O
L O
C A
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N
A P
P R
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A T
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118 119
CHASE STREET
RESURFACING
288 SY PAVEMENT
' 150 SY HMA PATCHING
O P
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D E
S C
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N M
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N N
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A T
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N E
D B
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U .S
A R
M Y C
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P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
D R
A W
N B
Y
C H
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K E
D B
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B M
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D B
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F
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SHEET ID
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1 2 3 4 5 6 7 8 9 10
C O
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A V
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IN
A G
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R O J E
C T
G A
R Y
IN
D
IA
N A
SHEET OF7 53
C H
IC
A G
O D
IS
T R
IC
T
C H
IC
A G
O
IL
L
IN
O
IS
W
H
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G
IN
S R
O A
D S
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M O
N T
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L
IN
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L E
E M F
E L L P
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T
J G
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T H
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A S T
B U
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A N
S I
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100%
N
IN
D
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N A \1
\C iv il \r e m c h a s e -0
.s h t
W P -1
-B -0
A U
G U
S T
66 67 68 69 70+00 71
73 74
75+00
110+00
150+00
DECK
WOOD
CONCRETE CONCRETE
GRAVEL
GRAVEL
L.A.
L.A.
L .A
L .A
L .A
L .A
L.A.
L.A.
L.
A.
CONCRETE TIMBERS
WOOD
TIMBERS
WOOD
BLOCK RETAINING WALL
RETAINING WALL
TIMBERS
WOOD
TIMBERS
WOOD
W A
L K
C O
N C
R E
T E
B R
GRAVEL
NO WIRES
T
IM
B E
R S
W O
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T
IM
B E
R S
W O
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T
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B E
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W O
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T
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L.A.
L.A.
L .A
L .A
CONCRETE
L .A
SOIL BORING C-1
ELEV.=628.91
POSSIBLE
OLD SOIL
BORING
ELEV.=626.84
CONCRETE BLOCK
TIMBERS
WOOD
TIMBERS
WOOD
G R
A V
E L
G R
A V
E L
GRAVEL
GRAVEL
GRAVEL
GRAVEL
GRAVEL
G R
A V
E L
G R
A V
E L
GRAVEL
G R
A V
E L
GRAVEL
CONCRETE BLOCK
L.A.
CONCRETE
BLOCK
STONE EDGING
TIMBERS
TIMBERS
CONCRETE BLOCK
CONCRETE STEPS
CO
NCRET
E
CO
NCRET
E
GRAVEL
G R
A V
E L
GRAVEL
G R
A V
E L
G R
A V E L
G R A V E L
G R
A V E L
G R
A V E L
G R
A V E L
GRAVEL
G R
A V E L
GRAVEL
GRAVEL
GRAVEL
GRAVEL
GRAVEL
G R
A V
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G R
A V
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GRAVEL
GRAVEL
GRAVEL
G R
A V
E L
GRAVEL
GRAVEL
GRAVEL
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
APPROXIMATE
LOCATION
AT&T LINE
APPROXIMATE
LOCATION
AT&T LINE
APPROXIMATE
LOCATION
AT&T LINE
APPROXIMATE
LOCATION
AT&T LINE
APPROXIMATE
LOCATION
AT&T LINE
APPROXIMATE
LOCATION
AT&T LINE
W. 40th P
LACE
C H
A S
E
S
T R
E E T
W. 41st AVENUE
C H
A S
E
S
T R
E E T
W. 39th P
LACE
BEVERLY D
RIVE
M A
R S
H A
L L
P L
A C
E
M A
R S
H A
L L
S
T R
E E
TA
L L E
Y
A L L E
Y
KEY MAP
N
0 20
SCALE IN FEET 1" = 20'
N
M A T C
H
L
IN
E
S T A
S T
A T
IO
N t o
C H
A S
E S
T R
E
IS
T
IN
G C
O N
D
IT
IO
N S A
N D R
E M
O V
A L P
L A
N
C-102
R E
M O
V A L
P L A
N
S
H T
C
W 1s t
A V E N
U E
M A T C
H
L
IN
E
S T A
IS PART OF BASE BID.
FULL WIDTH RESURFACING OF CHASE STREET
X
V A L V E
F H
28"
28"
LOW ENTRY=627.6
T/F=627.66+\-
#3106
RESIDENCE
BRICK & FRAME
1-1/2 STORY
CONCRETE
PEDESTAL
UTILITY
G.M.
L.A.
L.A.
VALVE
VB
CBCB
VB
6"
VALVE
MH HAS PERFORATED WALLS)
INV 12" HDPE E=623.89
RIM=627.39
STORM INLET
(MH HAS PERFORATED WALLS)
INV 12" HDPE W=623.75
RIM=627.40
STORM INLET
SHRUB
SHRUB SHRUB
SHRUB
SHRUB 7"
SHRUB
13"
12" D
EAD
SHRUB
6-
7" X
7-9" X2
S H R U B
VALVE
GAS TEST STATION
IPF
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
APPROXIMATE
LOCATION
AT&T LINE
APPROXIMATE
LOCATION
AT&T LINE
67 68 69 70+00 71
C H
A S
E
S
T R
E E T
W. 41st AVENUE
RESURFACING
67 SY PAVEMENT
13.5' RT
+25.1
16.7' RT
+73.4
470 SY HMA PATCHING
O P
X
D E
S C
R
IP
T
IO
N M
A R
K
P R
O J E
C T C
O D
E
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
D E
S
IG
N E
D B
Y
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T E
D B
Y
F
IL
E N
A M
E
S
IZ
E
D A
T E
SHEET ID
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9 10
C O
N S
T R
U C
T
IO
N S P
L A
N S s t
A V
E N
U E D
R A
IN
A G
E P
R O J E
C T
G A
R Y
IN
D
IA
N A
SHEET OF8 53
C H
IC
A G
O D
IS
T R
IC
T
C H
IC
A G
O
IL
L
IN
O
IS
W
H
IG
G
IN
S R
O A
D S
U
IT
E
R O
S E
M O
N T
IL
L
IN
O
IS
L E
E M F
E L L P
E
E D
T
J G
S
T H
O M
A S T
B U
R K
E P
E
A N
S I
D
100%
N
IN
D
IA
N A \1
\C iv il \r e m -4 s t- .s h t
W P -1
-B -0
A U
G U
S T
SHRUB S
H
R U
B
SHRUB
SHRUB
VB
FH
B BOX
6-7" X3
6-9" X2
B BOXSHRUB
7-18-20"
SHRUB
CONCRETE
RAILROAD TIES
TIMBERS
WOOD
TIMBERS
WOODBBX
STUMP 19"
TREE
IPF
IPF
IPF
IN
L
E T
(TYP.)
PEDESTAL
UTILITY
(NOTE: DO NOT SEE THE NEXT ONE SOUTH)
INV 6" CPP S=623.65
T/SILT=624.0+/-
RIM=625.75
STORM INLET
73 74
75+00
28012813
W. 41st AVENUE
RESURFACING
136 SY PAVEMENT
12.6' LT
+66.9
12.7' LT
+41.1
540 SY HMA PATCHING
66 67 68 69 70+00 71
73 74
75+00
5+
110+00
150+00
DECK
WOOD
CONCRETE CONCRETE
GRAVEL
GRAVEL
CONCRETE TIMBERS
WOOD
TIMBERS
WOOD
BLOCK RETAINING WALL
RETAINING WALL
TIMBERS
WOOD
TIMBERS
WOOD
W A
L K
C O
N C
R E
T E
B R
GRAVEL
NO WIRES
T
IM
B E
R S
W O
O D
T
IM
B E
R S
W O
O D
T
IM
B E
R S
W O
O D
T
IM
B E
R S
W O
O D
T
IM
B E
R S
W O
O D
T
IM
B E
R S
W O
O D
GRAVEL
CONCRETE
SOIL BORING C-1
ELEV.=628.91
POSSIBLE
OLD SOIL
BORING
ELEV.=626.84
CONCRETE BLOCK
TIMBERS
WOOD
TIMBERS
WOOD
G R
A V
E L
G R
A V
E L
GRAVEL
GRAVEL
GRAVEL
GRAVEL
GRAVEL
G R
A V
E L
G R
A V
E L
GRAVEL
G R
A V
E L
GRAVEL
CONCRETE BLOCK
CONCRETE
BLOCK
STONE EDGING
TIMBERS
TIMBERS
CONCRETE BLOCK
CONCRETE STEPS
CO
NCRET
E
CO
NCRET
E
GRAVEL
G R
A V
E L
GRAVEL
G R
A V
E L
G R
A V E L
G R A V E L
G R
A V E L
G R
A V E L
G R
A V E L
GRAVEL
G R
A V E L
GRAVEL
GRAVEL
GRAVEL
GRAVEL
GRAVEL
G R
A V
E L
G R
A V
E L
GRAVEL
GRAVEL
GRAVEL
G R
A V
E L
GRAVEL
GRAVEL
GRAVEL
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
APPROXIMATE
LOCATION
AT&T LINE
APPROXIMATE
LOCATION
AT&T LINE
APPROXIMATE
LOCATION
AT&T LINE
APPROXIMATE
LOCATION
AT&T LINE
APPROXIMATE
LOCATION
AT&T LINE
APPROXIMATE
LOCATION
AT&T LINE
W. 40th P
LACE
C H
A S
E
S
T R
E E T
W. 41st AVENUE
C H
A S
E
S
T R
E E T
W. 39th P
LACE
BEVERLY D
RIVE
M A
R S
H A
L L
P L
A C
E
M A
R S
H A
L L
S
T R
E E
TA
L L E
Y
A L L E
Y
KEY MAP
N
0 20
SCALE IN FEET 1" = 20'
N
M A T C
H
L
IN
E
S T A
S T
A T
IO
N t o
W s t
A V
E N
IS
T
IN
G C
O N
D
IT
IO
N S A
N D R
E M
O V
A L P
L A
N
M A T C
H
L
IN
E
S T A
SCALE IN FEET 1" = 20'
0 20 40
N
C-103
REMOVAL PLAN SHT C-102
CHASE STREET
MATCH LINE - STA. 119+50
REMOVAL PLAN SHT C-104
MARSHALL PLACE
MATCH LINE - STA. 81+00
IS PART OF OPTION 2 BID.
FULL WIDTH RESURFACING OF W 41st AVENUE
NOTE:
IS PART OF OPTION 3 BID.
FULL WIDTH RESURFACING OF W 41st AVENUE
R U
B
S H
R U
B
"S
T U
M P
D U
.4
G A
R A
RAILROAD TIES
F
IR
F
A P
P R
O X
IM
A T
E
L O
C A
T
IO
N
A T
E
A P
P R
O X
IM
A T
E
L O
C A
T
IO
N
A T
E
O P
X
D E
S C
R
IP
T
IO
N M
A R
K
P R
O J E
C T C
O D
E
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
D E
S
IG
N E
D B
Y
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T E
D B
Y
F
IL
E N
A M
E
S
IZ
E
D A
T E
SHEET ID
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9 10
C O
N S
T R
U C
T
IO
N S P
L A
N S s t
A V
E N
U E D
R A
IN
A G
E P
R O J E
C T
G A
R Y
IN
D
IA
N A
SHEET OF9 53
C H
IC
A G
O D
IS
T R
IC
T
C H
IC
A G
O
IL
L
IN
O
IS
W
H
IG
G
IN
S R
O A
D S
U
IT
E
R O
S E
M O
N T
IL
L
IN
O
IS
L E
E M F
E L L P
E
E D
T
J G
S
T H
O M
A S T
B U
R K
E P
E
A N
S I
D
100%
N
IN
D
IA
N A \1
\C iv il \r e m m a rs h a ll -0
.s h t
W P -1
-B -0
A U
G U
S T
W th
P L
A C
E
MARSHALL PLACE
RESURFACING
225 SY PAVEMENT
10.7' LT
+94.5
9.9' RT
+93.8
232 SY HMA PATCHING
1"
"X
"2
1"
"X
"2
R E S
ID
E N
C E
F R
A M
E
B L
O
1/
S
T O
R Y T
F .9
R E S
ID
E N
C E
F R
A
O
S
T O
R Y
L
T R
Y .5
"7
"6
"5
X
11"
M H
S
E P
T
IC
M H
S
E P
T
IC
"14
"S
T U
M P
B B
X
T
F .16
R E S
ID
E N
C E
F R
A M
E
B L
O
S
T O
R Y
.9
L
T R
Y
T
F .7
F
F .9
G A
R A
G E
F R
A M
E
F
F .6
T
F 1.2
G A
R A
G E
F R
A M
E
G.M. E .M
T
F .6
R E S
ID
E N
C E
F R
A M
E
B L
O
S
T O
R Y
S H
R U
B
S H
R U
B
11"
X
S H
R U
B
" X
S H R
U B
S H R U B
S H R U B
S H R U B
S H
R U
B
S H
R U
B S
H R
U B
S H
R U
B
S H
R U
B
S H
R U
B
" X
R A
IL
R O
S
C O
N C
R E
O C
K
B B
X
T
IM
B E
R S
W O
O D
T
IM
B E
R S
W O
O D
R A
IL
R O
S
G R
A V
E L
G R
A V
E L
G R
A V
E L
G R
A V
E L
G R
A V
E L
GRAVEL
GRAVEL
G R
A V
E L
B R
L U
M N
B R
L U
M N
B R
L U
M N
C O
N C
R E
O C
K
F
F .5
R E S
ID
E N
C E
F R
A M
E
1- S
T O
R Y
D R
A
IN
F
F .4
R E S
ID
E N
C E
F R
A M
E
S
T O
R Y
V E
E N
IN
G .8
+00
MARSHALL PLACE
W th
P L
A C
E
421 SY HMA PATCHING
66 67 68 69 70+00 71
73 74
75+00
110+00
150+00
DECK
WOOD
CONCRETE CONCRETE
GRAVEL
GRAVEL
L.A.
L.A.
L .A
L .A
L .A
L .A
L.A.
L.A.
L.
A.
CONCRETE TIMBERS
WOOD
TIMBERS
WOOD
BLOCK RETAINING WALL
RETAINING WALL
TIMBERS
WOOD
TIMBERS
WOOD
W A
L K
C O
N C
R E
T E
B R
GRAVEL
NO WIRES
T
IM
B E
R S
W O
O D
T
IM
B E
R S
W O
O D
T
IM
B E
R S
W O
O D
T
IM
B E
R S
W O
O D
T
IM
B E
R S
W O
O D
T
IM
B E
R S
W O
O D
GRAVEL
L.A.
L.A.
L .A
L .A
CONCRETE
L .A
SOIL BORING C-1
ELEV.=628.91
POSSIBLE
OLD SOIL
BORING
ELEV.=626.84
CONCRETE BLOCK
TIMBERS
WOOD
TIMBERS
WOOD
G R
A V
E L
G R
A V
E L
GRAVEL
GRAVEL
GRAVEL
GRAVEL
GRAVEL
G R
A V
E L
G R
A V
E L
GRAVEL
G R
A V
E L
GRAVEL
CONCRETE BLOCK
L.A.
CONCRETE
BLOCK
STONE EDGING
TIMBERS
TIMBERS
CONCRETE BLOCK
CONCRETE STEPS
CO
NCRET
E
CO
NCRET
E
GRAVEL
G R
A V
E L
GRAVEL
G R
A V
E L
G R
A V E L
G R A V E L
G R
A V E L
G R
A V E L
G R
A V E L
GRAVEL
G R
A V E L
GRAVEL
GRAVEL
GRAVEL
GRAVEL
GRAVEL
G R
A V
E L
G R
A V
E L
GRAVEL
GRAVEL
GRAVEL
G R
A V
E L
GRAVEL
GRAVEL
GRAVEL
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
APPROXIMATE
LOCATION
AT&T LINE
APPROXIMATE
LOCATION
AT&T LINE
APPROXIMATE
LOCATION
AT&T LINE
APPROXIMATE
LOCATION
AT&T LINE
APPROXIMATE
LOCATION
AT&T LINE
APPROXIMATE
LOCATION
AT&T LINE
W. 40th P
LACE
C H
A S
E
S
T R
E E T
W. 41st AVENUE
C H
A S
E
S
T R
E E T
W. 39th P
LACE
BEVERLY D
RIVE
M A
R S
H A
L L
P L
A C
E
M A
R S
H A
L L
S
T R
E E
TA
L L E
Y
A L L E
Y
KEY MAP
N
0 20
SCALE IN FEET 1" = 20'
N
S T
A T
IO
N t o
M A
R S
H A
L L P
L A
IS
T
IN
G C
O N
D
IT
IO
N S A
N D R
E M
O V
A L P
L A
N
0 20
SCALE IN FEET 1" = 20'
N
4057 2733
C-104
R E
M O
V A L
P L A
N
S
H T
C
W 1s t
A V E N
U E
M A T C
H
L
IN
E
S T A 1+
R E
M O
V A L
P L A
N
S
H T
C
C
B E V E R
IV
E
M A T C
H
L
IN
E
S T A
R E
M O
V A L
P L A
N
S
H T
C
C
B E V E R
IV
E
M A T C
H
L
IN
E
S T A
OF OPTION 2 BID.
FROM STA. 81+94.5 TO W 39th PLACE IS PART
FULL WIDTH RESURFACING OF MARSHALL PLACE
AS SHOWN IN PLANS IS PART OF OPTION 1 BID.
FULL WIDTH RESURFACING OF MARSHALL PLACE
NOTE:
OF OPTION 3 BID.
FROM STA. 81+94.5 TO W 39th PLACE IS PART
FULL WIDTH RESURFACING OF MARSHALL PLACE
SHRUB
SHRUB
SHRUB
SHRUB
30" STUMP
12-17" X4
SHRUB
SHRUBSHRUBSHRUB
SHRUBSHRUB
SHRUB
SHRUBSHRUB
SHRUB
SHRUB
SHRUB
23"
25"
17"
SHRUB
23"
23"
8"
27"
29"
3/4"
21"
GRAVEL
G R
A V
E L
GRAVEL
G R
A V
E L
150+00
W. 39th PL
ACE
RESTORATION)
(PAID FOR AS GRAVEL ALLEY
8.5 SY GRAVEL DRIVE REMOVAL
RESTORATION)
(PAID FOR AS GRAVEL ALLEY
8.5 SY GRAVEL DRIVE REMOVAL
O P
X
D E
S C
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N M
A R
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C O
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N N
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S
U E D
A T
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D E
S
IG
N E
D B
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U .S
A R
M Y C
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P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
D R
A W
N B
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C H
E C
K E
D B
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S U
B M
IT
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D B
Y
F
IL
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A M
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S
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E
D A
T E
SHEET ID
G
F
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D
C
B
A
1 2 3 4 5 6 7 8 9 10
C O
N S
T R
U C
T
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N S P
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N S s t
A V
E N
U E D
R A
IN
A G
E P
R O J E
C T
G A
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IN
D
IA
N A
SHEET OF10 53
C H
IC
A G
O D
IS
T R
IC
T
C H
IC
A G
O
IL
L
IN
O
IS
W
H
IG
G
IN
S R
O A
D S
U
IT
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66 67 68 69 70+00 71
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WOOD
W A
L K
C O
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L.A.
L.A.
L .A
L .A
CONCRETE
L .A
SOIL BORING C-1
ELEV.=628.91
POSSIBLE
OLD SOIL
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CONCRETE BLOCK
TIMBERS
WOOD
TIMBERS
WOOD
G R
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G R
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GRAVEL
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G R
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G R
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L.A.
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GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
APPROXIMATE
LOCATION
AT&T LINE
APPROXIMATE
LOCATION
AT&T LINE
APPROXIMATE
LOCATION
AT&T LINE
APPROXIMATE
LOCATION
AT&T LINE
APPROXIMATE
LOCATION
AT&T LINE
APPROXIMATE
LOCATION
AT&T LINE
W. 40th P
LACE
C H
A S
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S
T R
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W. 41st AVENUE
C H
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S
T R
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W. 39th P
LACE
BEVERLY D
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N S A
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76 SY GRAVEL ALLEY
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+66.7
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PERMANENT EASEMENT
TEMPORARY CONSTRUCTION EASEMENT
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REMOVAL
135 SY GRAVEL ALLEY
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66 67 68 69 70+00 71
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CONCRETE TIMBERS
WOOD
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GAS MAIN
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LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
APPROXIMATE
LOCATION
AT&T LINE
APPROXIMATE
LOCATION
AT&T LINE
APPROXIMATE
LOCATION
AT&T LINE
APPROXIMATE
LOCATION
AT&T LINE
APPROXIMATE
LOCATION
AT&T LINE
APPROXIMATE
LOCATION
AT&T LINE
W. 40th P
LACE
C H
A S
E
S
T R
E E T
W. 41st AVENUE
C H
A S
E
S
T R
E E T
W. 39th P
LACE
BEVERLY D
RIVE
M A
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332 SY HMA PATCHING
66 67 68 69 70+00 71
73 74
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DECK
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CONCRETE CONCRETE
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BEVERLY DRIVE
W. 41st AVENUE
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W. 40th PLACE
C H
A S
E
S
T R
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CONCRETE TIMBERS
WOOD
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CO
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GRAVEL
GRAVEL
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A V
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GRAVEL
GRAVEL
GRAVEL
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
GAS MAIN
NIPSCO
LOCATION
APPROXIMATE
APPROXIMATE
LOCATION
AT&T…
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