113479_IHC_CDF-Parkway_Improvements_Certified_Final_PLANS_(25-JUL-18).pdf

PDF 37 MB Posted Jul 26, 2018

Attached to: INDIANA HARBOR CANAL CONFINED DISPOSAL FACILITY (IHC CDF) IMPROVEMENT PROJECT
Solicitation number: W912P618B0010
Issued by: Department of the Army Corps of Engineers Engineering District Chicago

About this file

From the source

Project Plan Sheets

View the file

Other files

File	Type	Posted
RELEASED_W912P6-18-B-0010_AMD_0002.pdf	PDF	Aug 30, 2018
AMENDMENT_0001_W912P618B0010_IH__IMPROVEMENTS_PROJECT_WITH_ATTACHMENTS.pdf	PDF	Aug 27, 2018
113979_IHC_CDF_Parkway_Improvement_RTA_SPECS(26-Jul-18)_final.pdf	PDF	Jul 26, 2018

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

PROJECT LOCATION PROJECT LOCATION

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

LOCATION MAP VICINITY MAP

(N.T.S.) (N.T.S.)

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

W P -1

-B -0

O J E

C T I

E N

A M

DRAFT

F Y P

A R

K W

A Y I

M P

R O

V E

M E

N T S

C O

N F

E D D

P O

S A

L F

A C

N A H

A R

B O

R A

N D C

A N

A L

W P -1

-C -0

C H

A G

C H

A G

O D

T R

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

W912P6-18-B-0010

FY18 PARKWAY IMPROVEMENTS

CONFINED DISPOSAL FACILITY

INDIANA HARBOR AND CANAL

W912P6-18-C-00XX

CHICAGO DISTRICT

of Engineers

US Army Corps

SHEET INDEX

PROJECT MANAGER

CHIEF, DESIGN BRANCH

DATE

DATEDATE

ALL DRAWINGS IN THIS SET.

INDICATE OFFICIAL RECOMMENDATION OF

REQUIRED BY ER 1110-1-8152. SIGNATURES

THE SCOPE OF THEIR EMPLOYMENT AS

ON THESE PROJECT DOCUMENTS WITHIN

TION DESIGNATIONS OF INDIVIDUALS APPEAR

INITIALS OR SIGNATURES AND REGISTRA-

CHICAGO DISTRICT CORPS OF ENGINEERS. THE

THIS PROJECT WAS DESIGNED BY THE

DRAWINGS CONTAINED IN THE SHEET INDEX.

RECOMMENDATION AND APPROVAL FOR ALL

SIGNATURE AFFIXED BELOW INDICATE OFFICAL

REVIEWED BY:

APPROVED BY:

APPROVAL RECOMMENDED BY:

ATR TEAM LEADER

E A

S T C

A G

N A

S L

A S

A L L E S

EAST CHICAGO, INDIANA

-0

-2

2018-07-25

Y M

A P

A N

D S

H E

E T I

N D

E X

L E S

H E

E T L

O C

A T

N A

N D

G-001

-D ra w in g s -G

-0 .d g n

B A

N K

H E

A D

B U

S H P .G

L E

S L

U S

H P .G

A N

S I

J O

H N G

R O

B O

S K I, P .E

Natalie Mills

Joesph Schmidt, P.E.Dustin Tellinghuisen, P.E.

CERTIFIED FINAL - RTA W916P6-18-B-0010

CANTILEVER ELECTRO-MECHNICAL GATE PLANR-03879

OBSERVATION TRENCH AND OBSTRUCTIONS REMOVAL STA. 70+20 TO STA. 75+80R-03778

OBSERVATION TRENCH AND OBSTRUCTIONS REMOVAL STA. 63+60 TO STA. 70+20R-03677

OBSERVATION TRENCH AND OBSTRUCTIONS REMOVAL STA. 58+60 TO STA. 63+60R-03576

DETAILS - OBSERVATION TRENCH AND OBSTRUCTIONS REMOVAL STA. 52+20 TO STA. 58+60R-03475

OBSERVATION TRENCH AND OBSTRUCTIONS REMOVAL STA. 52+20 TO STA. 58+60R-03374

DETAILS - OBSERVATION TRENCH AND OBSTRUCTIONS REMOVAL STA. 47+00 TO STA. 52+20R-03273

OBSERVATION TRENCH AND OBSTRUCTIONS REMOVAL STA. 47+00 TO STA. 52+20R-03172

DETAILS - OBSERVATION TRENCH AND OBSTRUCTIONS REMOVAL STA. 40+40 TO STA. 47+00R-03071

OBSERVATION TRENCH AND OBSTRUCTIONS REMOVAL STA. 40+40 TO STA. 47+00R-02970

DETAILS - OBSERVATION TRENCH AND OBSTRUCTIONS REMOVAL STA. 33+60 TO STA. 40+40R-02869

OBSERVATION TRENCH AND OBSTRUCTIONS REMOVAL STA. 33+60 TO STA. 40+40R-02768

DETAILS - OBSERVATION TRENCH AND OBSTRUCTIONS REMOVAL STA. 26+60 TO STA. 33+60R-02667

OBSERVATION TRENCH AND OBSTRUCTIONS REMOVAL STA. 26+60 TO STA. 33+60R-02566

DETAILS - OBSERVATION TRENCH AND OBSTRUCTIONS REMOVAL STA. 20+20 TO STA. 26+60R-02465

OBSERVATION TRENCH AND OBSTRUCTIONS REMOVAL STA. 20+20 TO STA. 26+60R-02364

OBSERVATION TRENCH AND OBSTRUCTIONS REMOVAL INDEX/LEGENDR-02263

SLURRY WALL GAPS CONTRACT GENERAL SITE PLANR-02162

EAST END FEATURES PLAN ELEVATION AND SECTIONSR-02061

TYPICAL PLAN AND SECTION WITH ELEVATIONSR-01960

TYPICAL WALL SEGMENT ELEVATION AND DETAILSR-01859

PLAN AND ELEVATION STA. 0+00 TO STA. 3+53.3R-01758

CROSS-SECTIONS STA. 0+26 TO STA. 2+26R-01657

EAST END DITCH CONNECTION DETAILSR-01556

SITE PLAN STA. 0+00 TO STA. 11+00R-01455

ELECTRICAL SITE PLAN SHEET 5 OF 5R-01354

ELECTRICAL SITE PLAN SHEET 4 OF 5R-01253

ELECTRICAL SITE PLAN SHEET 3 OF 5R-01152

ELECTRICAL SITE PLAN SHEET 2 OF 5R-01051

ELECTRICAL SITE PLAN SHEET 1 OF 5R-00950

ELECTRICAL SITE PLAN FOR SOUTHEAST CORNER OF CDFR-00849

ELECTRICAL UTILITY PLAN AT ADMINISTRATIVE BUILDING AREA AND SOUTHEAST CORNER OF CDFR-00748

ELECTRICAL LAYOUT PLAN AT ADMINISTRATIVE BUILDING AREAR-00647

SOUTH MAIN ENTRANCE IMPROVEMENT 2012 UTILITY PLANR-00546

ELECTRICAL SITE PLAN FOR SOUTH MAIN ENTRANCE AND SOUTHEAST CORNER OF CDFR-00445

WATER MAIN PLAN AND PROFILER-00344

SOUTH MAIN ENTRANCE IMPROVEMENT 2012 CONSTRUCTION PLANR-00243

SOUTH MAIN ENTRANCE IMPROVEMENT 2017 UTILITY PLANR-00142

ELECTRICAL PLAN 2 OF 2ES-10341

ELECTRICAL PLAN 1 OF 2ES-10240

UTILITY PLAN - ROADES-10139

LIGHT POLE AND ROUTING PLAN DETAILSE-50138

CONCRETE CAISSON DETAILSS-50137

TYPICAL PRECAST CONCRETE SECURITY WALLS-20136

CONSTRUCTION DETAILS PAVEMENT AND SUB DETAILSC-50435

CONSTRUCTION DETAILS SECURITY MEASURESC-50334

CONSTRUCTION DETAILS SIGNAGEC-50233

CONSTRUCTION DETAILS FLAG POLES AND ANTI-DIG GUARDSC-50132

WALL CROSS-SECTIONS STA. 30+00 TO STA. 30+41 SHEET 6 OF 6C-30931

WALL CROSS-SECTIONS STA. 24+00 TO STA. 29+00 SHEET 5 OF 6C-30830

WALL CROSS-SECTIONS STA. 18+00 TO STA. 23+00 SHEET 4 OF 6C-30729

WALL CROSS-SECTIONS STA. 12+00 TO STA. 17+00 SHEET 3 OF 6C-30628

WALL CROSS-SECTIONS STA. 6+00 TO STA. 11+00 SHEET 2 OF 6C-30527

WALL CROSS-SECTIONS STA. 0+00 TO STA. 5+00 SHEET 1 OF 6C-30426

ACCESS ROAD CROSS SECTIONS STA. 20+00 TO STA. 22+83 SHEET 3 OF 3C-30325

ACCESS ROAD CROSS SECTIONS STA. 09+00 TO STA. 19+00 SHEET 2 OF 3C-30224

ACCESS ROAD CROSS SECTIONS STA. 00+00 TO STA. 08+00 SHEET 1 OF 3C-30123

UTILTIY PLAN AND PROFILE WALL ALIGNMENT STA. 30+20 TO STA. 30+57C-11922

UTILTIY PLAN AND PROFILE WALL ALIGNMENT STA. 27+90 TO STA. 30+20C-11821

UTILTIY PLAN AND PROFILE WALL ALIGNMENT STA. 25+10 TO STA. 27+90C-11720

UTILTIY PLAN AND PROFILE WALL ALIGNMENT STA. 22+30 TO STA. 25+10C-11619

UTILTIY PLAN AND PROFILE WALL ALIGNMENT STA. 19+54 TO STA. 22+30C-11518

UTILTIY PLAN AND PROFILE WALL ALIGNMENT STA. 16+74 TO STA. 19+54C-11417

UTILTIY PLAN AND PROFILE WALL ALIGNMENT STA. 13+84 TO STA. 16+74C-11316

UTILTIY PLAN AND PROFILE WALL ALIGNMENT STA. 10+94 TO STA. 13+84C-11215

UTILTIY PLAN AND PROFILE WALL ALIGNMENT STA. 08+16 TO STA. 10+94C-11114

UTILTIY PLAN AND PROFILE WALL ALIGNMENT STA. 05+40 TO STA. 08+16C-11013

UTILTIY PLAN AND PROFILE WALL ALIGNMENT STA. 02+60 TO STA. 05+40C-10912

UTILTIY PLAN AND PROFILE WALL ALIGNMENT STA. 00+00 TO STA. 02+60C-10811

SWALE FLOW DIRECTION STA. 22+00 TO STA. 30+57C-10710

SWALE FLOW DIRECTION STA. 11+00 TO STA. 22+00C-1069

SWALE FLOW DIRECTION STA. 00+00 TO STA. 11+00C-1058

ACCESS ROAD GRADING PLAN STA. 13+00 TO STA. 23+80C-1047

ACCESS ROAD GRADING PLAN STA. 00+00 TO STA. 13+00C-1036

ALIGNMENT PLANC-1025

WORK LIMITS AND OVERALL SITE PLANC-1014

SURVEY CONTROL INFORMATIONV-0013

GENERAL NOTES, SYMBOLS AND ABBREVIATIONSG-0022

TITLE SHEET, LOCATION AND VICINITY MAPS, AND SHEET INDEXG-0011

IDNUMBER

TITLE SHEET SHEET

26 JUNE 18 25 JULY 18

25 JULY 18

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

P -1

-B -0

O J E

C T I

E N

A M

-D ra w in g s -G

-0 .d g n

DRAFT

F Y P

A R

K W

A Y I

M P

R O

V E

M E

N T S

C O

N F

E D D

P O

S A

L F

A C

N A H

A R

B O

R A

N D C

A N

A L

W P -1

-C -0

C H

A G

C H

A G

O D

T R

E A

S T C

A G

N A

S L

A S

A L L E S

G-002

G E

N E

R A

L N

O T

E S S

Y M

B O

L S

A N

D A

B B

R E

N S

STANDARD ABBREVIATIONS GENERAL NOTES

LEGEND

POST

INDEX CONTOUR

INTERMEDIATE CONTOUR

DEPRESSION CONTOUR

APPROXIMATE CONTOUR

WATER VALVE

GROUND/GRADE

FIRE HYDRANT

EXISTING GROUND SPOT ELEVATION

732.3

MONITORING WELL

FORCE MAIN

SECURITY LIGHTING

POLE BOLLARDS

EXTRACTION WELL

XXX

GATE VALVEW

GRADIENT CONTROL SYSTEM MANHOLE

GRADIENT CONTROL SYSTEM HEADER

PROPOSED CONTOUR

PROPOSED PAVEMENT ELEVATION

POWER POLE

GUY WIRE

UNDERGROUND FIBER

OPTIC MARKER

ELECTRIC CALL BOX

ELECTRIC PANAL

ELECTRIC MANHOLE

LIGHT POLE

ELECTRIC SENSOR

PXXX.XX+

ELECTRIC CALL BOX

EXISTING SIGN

CONTROL POINT

MANHOLE

RIPRAP

X SPOT NORTHING \ EASTING

A N

S I

J O

H N G

R O

B O

S K I, P .E

-0

-2

B A

N K

H E

A D

B U

S H P .G

L E

S L

U S

H P .G

WORKLIMITSWL

WITHW/

VERTICALVERT

VALVE VAULTVV

U.S. ARMY CORPS OF ENGINEERSUSACE

TYPICALTYP

TYPETY

SCHEDULESCHED

STATIONSTA

SOUTHS

PROPOSEDPR.

NOT TO SCALEN.T.S.

NORTH AMERICAN VERTICAL DATUM OF 1988NAVD88

NORTH AMERICAN DATUM OF 1983NAD83

NORTHINGN

MONITORING WELLMW

MANHOLEMH

MAXIMUMMAX

MINIMUMMIN

LOW WATER DATUMLWD

INDIANA STATEPLAN COORDINATES WESTIN SPCW

INVERT ELEVATIONIE

INDIANA HARBOR AND CANALIHC

HORIZONTALHOR

GRADIENT CONTROL SYSTEMGCS

EXTRACTION WELLEW

EXISTINGEX.

EASTINGE

CONTRACTING OFFICER REPRESENTATIVECOR

CONFINED DISPOSAL FACILITYCDF

CENTERLINE C

ELECTRIC

WASTE WATER

WATER SUPPLY LINE

COMMUNICATION CABLE

STAGING AREA BOUNDARY

AGGREGATE

ARMOUR STONE

ADA PARKING

CONCRETE

ELECTRIC MANHOLE

MONUMENT

CUT OFF WALL/SLURRY WALL

OVERHEAD POWER LINES

WORK LIMITS

LIGHT POLE

FENCE LINE

ROAD - GRAVEL

WALL LINE

INDIANAPOLIS BOULEVARD ARE VARIABLE. SEE SHEET C-504 FOR THEIR RANGES IN WIDTH.

7. THE DIMENSIONS OF THE GRAVEL AREA PRESENT ALONG EACH SIDE OF THE EXISTING SIDEWALK BY

LOCATION AND THE LENGTH OF THE WALL PANEL MAY BE MODIFIED.

THE CONTRACTOR ENCOUNTERS AN OBSTRUCTION DURING THE ERECTION OF THE WALL, THE FOOTING

6. SEE SHEETS R-021 THROUGH R-037 FOR SLURRY-WALL OBSTRUCTION REMOVAL INFORMATION. IN THE EVENT

THE END OF EACH WORK DAY.

5. THE CONTRACTOR SHALL ENSURE THE PERIMETER FENCE LINE IS SECURED (I.E., IS CONTINUOUSLY INTACT) AT

HTTP://WWW.PUBLICATIONS.USACE.ARMY.MIL/PORTALS/76/PUBLICATIONS/ENGINEER MANUALS/EM_385-1-1.PDF

POSTED PRIOR TO DATE OF CONTRACT AWARD. SEE POSTINGS AT

REVISED NOVEMBER 30, 2014, U.S. ARMY CORPS OF ENGINEERS , INCLUDING ALL AMENDMENTS TO THE MANUAL

4. ALL WORK SHALL BE IN ACCORDANCE WITH EM-385-1-1, "SAFETY AND HEALTH REQUIREMENTS MANUAL",

3. THE CONTRACTOR SHALL PERFORM ALL WORK WITHIN THE WORK LIMITS SHOWN ON SHEET C-101.

GENERAL PROVISIONS.

2. CONTRACTOR SHALL CONTACT INDIANA UTILITY CHECK AT 1(800) 382-5544 PER SPECIFICATION SECTION 01 10 00

1. CONTRACTOR SHALL BE AWARE OF ALL ONSITE OVERHEAD UTILITIES.

IHC-CDF-1

IHC-CDF-2 IHC-CDF-3

IHC-CDF-4

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

NAVD88

HORIZONTAL & VERTICAL CONTROL POINTS

POINT

NORTHING (Y) EASTING (X)

DESCRIPTION

ELEV. ELEV.

GENERAL NOTES

2331059.88

IHC-CDF-1 2333490.56

IHC-CDF-2

IHC-CDF-3

591.3272844011.46

BTONZE DISK

BRONZE DISK

500'0 250'

IHC-CDF-4

IN WEST NAD83 STATEPLANE COORDINATES

2334422.33 592.892842010.61

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

P -1

-B -0

O J E

C T I

E N

A M

DRAFT

F Y P

A R

K W

A Y I

M P

R O

V E

M E

N T S

C O

N F

E D D

P O

S A

L F

A C

N A H

A R

B O

R A

N D C

A N

A L

W P -1

-C -0

C H

A G

C H

A G

O D

T R

E A

S T C

A G

N A

S L

A S

A L L E S

S U

R V

E Y C

O N

T R

O L I

N F

O R

M A

V-001

-0

-2

A N

S I

J O

H N G

R O

B O

S K I, P .E

-D ra w in g s -V -0

.d g n

L E

S L

U S

H P .G

B A

N K

H E

A D

588.9162843771.87

2331106.59 591.0242842254.14

DI0731.

4. ALL HORIZONTAL AND VERTICAL CONTROL POINTS ARE REFERENCED TO NGS MONUMENT

OF 1988 (NAVD88) U.S. FEET. (GEOID 12b)

3. ALL ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM

FEET.

COORDINATE SYSTEM, WEST ZONE, NORTH AMERICAN DATUM OF 1983 (NAD83) U.S.

2. ALL COORDINATES SHOWN ARE REFERENCED TO THE INDIANA STATE PLANE

MAY 2018 SURVEYS.

MONUMENT DATA SHOWN ON THIS SHEET WAS VERIFIED DURING THE

REPRESENTS CONDITIONS EXISTING AT THAT TIME. THE CONTROL

SURVEYS PERFORMED IN MAY 2018 BY USACE CHICAGO DISTRICT AND

THE SURVEY CONDITIONS SHOWN ON THIS PLAN SET ARE FROM 1.

A L E

X F

E N

F O

STOCKPILE AREA

RIPRAP

TEMPORARY

GRAVEL STOCKPILE AREA

HANDLING AREA

STAGING AND

PROPOSED SIGN

IDENTIFICATION SIGN

PROPOSED

PROPOSED ON-WAY TRAFFIC SIGN

PROPOSED WALL PROPOSED WALL

PROPOSED ACCESS ROAD

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

NO. NORTHING EASTING

POINT COORDINATES

WORK LIMITS

0 200' 400'

WL02

WL01

WL11

WL03

WL04

WL05

WL06

WL07

WL08

WL09

WL10

A N

S I

W P -1

-B -0

O J E

C T I

E N

A M

DRAFT

F Y P

A R

K W

A Y I

M P

R O

V E

M E

N T S

C O

N F

E D D

P O

S A

L F

A C

N A H

A R

B O

R A

N D C

A N

A L

-0

-2

W P -1

-C -0

C H

A G

C H

A G

O D

T R

C-101

-D ra w in g s -C -1

.d g n

J O

H N G

R O

B O

S K I, P .E

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E R

A M

P S

O N

D A

R L E

N E B

A N

K H

E A

L E

S L

U S

H P .G

E A

S T C

A G

N A

S L

A S

A L L E S

O V

E R

A L L S

E P

L A

2,332,197.16 2,844,104.57 WL 11

2,333,553.27 2,844,109.71 WL 10

2,333,756.36 2,844,089.01 WL 09

2,333,885.63 2,844,055.29 WL 08

2,334,342.74 2,843,365.30 WL 07

2,334,600.28 2,842,811.39 WL 06

2,334,747.54 2,841,955.91 WL 05

2,332,858.36 2,841,948.18 WL 04

2,331,016.08 2,841,938.72 WL 03

2,330,994.29 2,842,948.53 WL 02

2,330,969.41 2,844,101.90 WL 01

INDIANAPOLIS BLVD.

C L

E A

R K L

S A

N D

SITE RESTORATION: TOPSOIL AND SEED DISTURBED AREAS.

BY THE CONTRACTING OFFICER'S REPRESENTATIVE. (B) INSTALL GOVERNMENT-FURNISHED SIGNS.

AND REINSTALL THE SIGNAGE ON THE PRECAST CONCRETE WALL, AS POSSIBLE AND AS DIRECTED

SIGNAGE: (A) REMOVE ALL SIGNAGE FROM THE CHAIN-LINK FENCE THAT IS TO BE DEMOLISHED

ENTRANCE.

EACH ENTRANCE. INSTALL POST BOLLARDS SET-OFF FROM CONCRETE WALL COLUMNS AT EACH

SECURITY MEASURES: INSTALL THE ACCESS CONTROL AND RELATED SECURITY MEASURES FOR

WITH A POLE-MOUNTED SOLAR-POWERED LIGHT TO ILLUMINATE THE FLAGS DURING THE NIGHT.

ALUMINUM FLAG POLES AND SOLAR POWERED LIGHTS: INSTALL ALUMINUM FLAG POLES EACH

DUTY ALUMINUM OR HOT DIPPED GALVANIZED STEEL CCTV TOWER AT THE NORTH ENTRANCE.

LIGHT POLES: INSTALL STAINLESS STEEL LIGHT POLES WITH FIXTURES AND A 20-FOOT HEAVY

WITH THE SAME MODEL OF HIGH SECURITY AUTOMATED METAL SLIDE-GLIDE GATE.

ENTRANCE GATES: REPLACE THE SOUTH MAIN ENTRANCE GATE AND NORTH ENTRANCE GATE

PRECAST CONCRETE WALL: INSTALL PRECAST CONCRETE WALL.

MAIN ENTRANCE.

AND CHAIN-LINK FENCE ENCLOSURE THAT IS PRESENT AT THE SOUTHEAST CORNER OF THE SOUTH

PILLARS, AN ABANDONED DEWATERING PIT AND ITS APPERTURANCES, ITS CONCRETE HOUSING

ALONG THE EAST SIDE OF THE IHC CDF PROPERTY. (C) DEMOLISH AND REMOVE CONCRETE

CHAIN-LINK FENCING. (B) DEMOLISH AND REMOVE CONCRETE CURBING AND PAVER-BLOCKS FROM

DEMOLITION AND DISPOSAL: (A) DEMOLISH AND DISPOSE OF EXISTING THE EASTERN PERIMETER

A. BASE CONTRACT WORK:

SPECIFICATIONS AND DRAWINGS.

RESPECTIVE WORK ITEMS IS LISTED BELOW AND FURTHER DETAILS ARE CONTAINED IN THE

4. THE CONTRACT SHALL CONSISTS OF A BASE CONTRACT AND FOUR OPTIONS. A SUMMARY OF

AND/OR CONTAINERIZED WHILE AWAITING DISPOSAL.

DEBRIS MAY NOT BE STOCKPILED OUTSIDE OF THE CDF BUT MUST BE DISPOSED OF PROPERLY

3. ONLY "CLEAN" AGGREGATE FOR REUSE MAY BE STOCKPILED; ANY CONTAMINATED SITE SOILS OR

SECTION 31 23 00.00 20 EXCAVATION AND FILL.

SECTION 01 57 20.02, ENVIRONMENTAL PROTECTION FOR INDIANA AND PER SPECIFICATION

2. EROSION CONTROL IS REQUIRED FOR THE STOCKPILE OF AGGREGATE PER SPECIFICATION

OTHERWISE DIRECTED BY THE GOVERNMENT.

ALONG INDIANAPOLIS BOULEVARD AT A LOCATION WITHIN THE INDICATED STOCKPILE AREA OR AS

1. CONTRACTOR SHALL STOCKPILE AGGREGATE REMOVED FROM EACH SIDE OF THE SIDEWALK

NOTES:

GRAVEL TO BE PROVIDED BY THE GOVERNMENT.

STRUCTURES PRESENT AT THE SOUTHEAST CORNER OF THE SOUTH MAIN ENTRANCE WITH

NOT EXERCISED, PAVE THE EXPOSED AREA REMAINING AFTER THE DEMOLITION AND REMOVAL OF

SOUTHEAST CORNER OF THE SOUTH MAIN ENTRANCE (BASE CONTRACT WORK). IF OPTION 4 IS

AREA REMAINING AFTER THE DEMOLITION AND REMOVE OF STRUCTURES PRESENT AT THE

THE GRAVEL THAT IS TO BE REMOVED AND STOCKPILED (ON-SITE), IN ADDITION TO THE EXPOSED

STOCKPILE THE REMOVE GRAVEL ON-SITE. INSTALL STAMPED-CONCRETE PAVEMENT IN LIEU OF

EXISTING CONCRETE SIDEWALK ALONG THE ENTIRE EAST SIDE OF THE IHC CDF PROPERTY AND

STAMPED-CONCRETE PAVEMENT: REMOVE EXISTING GRAVEL ALONG BOTH SIDES OF THE

E. OPTION 4 CONTRACT WORK:

REMAINING EXISTING PERIMETER FENCE.

ANTI-DIG GUARD: INSTALL COMMERCIALLY AVAILABLE METAL ROD "ANTI-DIG GUARDS" ALONG THE

D. OPTION 3 CONTRACT WORK:

SITE RESTORATION: TOPSOIL AND SEED DISTURBED AREAS.

PARALLEL TO AN EXISTING RAILROAD EMBANKMENT.

THE NORTH AND WEST AWAY FROM THE ROAD AND TOWARDS THE DRAINAGE SWALE THAT EXISTS

LIMIT AND GRADE THE ADJACENT GROUND NORTH OF THE PROPOSED ROAD TO DRAIN TOWARDS

CONCRETE WALL AND EXISTING CHAIN-LINE FENCE ALONG THE ENTIRE NORTHERN PROPERTY

GRAVEL ACCESS ROAD: INSTALL GRAVEL ACCESS ROAD ADJACENT TO THE PROPOSED PRECAST

C. OPTION 2 CONTRACT WORK:

SIDEWALK.

FIELD-LOCATED BY THE GOVERNMENT AND REPLACE WITH NEW SECTIONS OF CONCRETE

CONCRETE SIDEWALK: DEMOLISH AND DEPOSE OF DETERIORATED CONCRETE SIDEWALK TO BE

B. OPTION 1 CONTRACT WORK:

60+00

69+00

49+00

50+00

51+00

52+00

53+00

54+00

55+00

56+00

57+00

58+00

59+00

61+00

62+00

63+00

64+00

65+00

66+00

67+00

68+00

70+00

R 0+00

R 1+00

R 2+00

R 3+00

R 4+00

R 5+00

R 6+00

R 7+00

R 8+00

R 9+00

R 10+00

R 11+00

R 12+00

R 13+00

R 14+00

R 17+00

R 16+00

R 15+00

R 18+00

R 19+00

R 20+00

R 21+00

R 22+00

R 23+80

W 0+

57 W 0+

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

0 150' 300'

A N

S I

W P -1

-B -0

O J E

C T I

E N

A M

DRAFT

F Y P

A R

K W

A Y I

M P

R O

V E

M E

N T S

C O

N F

E D D

P O

S A

L F

A C

N A H

A R

B O

R A

N D C

A N

A L

-0

-2

W P -1

-C -0

C H

A G

C H

A G

O D

T R

C-102

-D ra w in g s -C -1

.d g n

J O

H N G

R O

B O

S K I, P .E

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E R

A M

P S

O N

D A

R L E

N E B

A N

K H

E A

L E

S L

U S

H P .G

E A

S T C

A G

N A

S L

A S

A L L E S

N M

E N

T P

L A

C-108C-109C-110C-111C-112 C-113C-114C-115C-116C-117C-118

C -1

C-105C-106C-107

ALIGNMENT R0+00 IS ALIGNMENT FOR PROPOSED ACCESS ROAD. 2.

ALIGNMENT W0+00 IS ALIGNMENT FOR PROPOSED WALL.1.

NOTES:

EXISTING FENCE

PROPOSED ACCESS ROAD

EXISTING DIKE

EXISTING ACCESS ROAD

EXISTING DITCH

WORK LIMITS

E - 2841950.185

N - 2334731.874

2841950.158E -

2334723.920N -

587.76P=

587.68P=

P=586.38

P=586.46

586.63P=

P=586.71

587.31P=

587.39P=

587.31P=

587.39P=

587.47P=

587.39P=

587.47P=

587.40P=

587.32P= 587.33P=

587.41P=

587.44P=

587.36P=

587.37P=

587.45P=

587.38P=

587.46P=

587.52P=

587.60P=

EXISTING STORM SEWER

0 R

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

A N

S I

W P -1

-B -0

O J E

C T I

E N

A M

DRAFT

F Y P

A R

K W

A Y I

M P

R O

V E

M E

N T S

C O

N F

E D D

P O

S A

L F

A C

N A H

A R

B O

R A

N D C

A N

A L

W P -1

-C -0

C H

A G

C H

A G

O D

T R

C-103

-D ra w in g s -C -1

.d g n

J O

H N G

R O

B O

S K I, P .E

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E R

A M

P S

O N

L E

S L

U S

H P .G

E A

S T C

A G

N A

S L

A S

A L L E S

A D

A M K

A R

-0

-2

S T

A .0

O S

T A .1

G R

A D

G P

L A

A C

C E

S S R

O A

HANDLING AREA

STAGING AND

TO AN EXISTING RAILROAD EMBANKMENT.

ROAD AND TOWARDS THE DRAINAGE SWALE THAT EXISTS PARALLEL

ROAD TO DRAIN TOWARDS THE NORTH AND WEST AWAY FROM THE

GRADE THE ADJACENT GROUND NORTH OF THE PROPOSED ACCESS

NOTE:

M A

T C

H L

E T

O S

H E

E T C -1

100' 200'0

EXISTING FENCE

PROPOSED ACCESS ROAD

EXISTING DITCH

EXISTING DIKE

EXISTING ACCESS ROAD

587.388P= 587.308P=

2843999.051E -

2333914.448N -

2844009.353E -

2333901.428N -

587.49P=

P=587.57 587.31P=

587.39P= 587.31P=

587.39P=

587.31P=

587.39P=

587.31P=

587.39P=

587.31P=

587.39P= 587.31P=

587.39P= 587.32P=

587.40P=

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

A N

S I

W P -1

-B -0

O J E

C T I

E N

A M

DRAFT

F Y P

A R

K W

A Y I

M P

R O

V E

M E

N T S

C O

N F

E D D

P O

S A

L F

A C

N A H

A R

B O

R A

N D C

A N

A L

W P -1

-C -0

C H

A G

C H

A G

O D

T R

C-104

-D ra w in g s -C -1

.d g n

J O

H N G

R O

B O

S K I, P .E

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E R

A M

P S

O N

L E

S L

U S

H P .G

100' 200'0

E A

S T C

A G

N A

S L

A S

A L L E S

A C

C E

S S R

O A

A D

A M K

A R

G R

A D

G P

L A

S T

A T

O S

T A

-0

-2

M A

T C

H L

E T

O S

H E

E T C -1

TO AN EXISTING RAILROAD EMBANKMENT.

ROAD AND TOWARDS THE DRAINAGE SWALE THAT EXISTS PARALLEL

ROAD TO DRAIN TOWARDS THE NORTH AND WEST AWAY FROM THE

GRADE THE ADJACENT GROUND NORTH OF THE PROPOSED ACCESS

NOTE:

C B

BEEC

B C

C B

BEE M

W M

WCC

M W

C B

EE EE

C O

MM MMMM T T

EE EE

EEEE

C B

STOCKPILE AREA

TEMPORARY RIPRAP

WORK LIMITS

EXISTING DITCH

EXISTING ROAD

EXISTING DITCH

EXISTING DIKE

PAVEMENT

BUILDING AND

ADMINISTRATIVE

EXISTING

ROAD

ACCESS

EXISTING

PROPOSED SWALEPROPOSED SWALE

PROPOSED WALL

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

587.128 588.152

586.603

586.76

588.347

588.446

586.526

586.739

583.209

585.302

585.831

588.143

588.655

587.918

587.227

586.445

585.999

587.337

586.501

586.581

586.011

586.114

586.137

586.87

587.086

586.967

587.095

586.915

586.68

586.623

586.544

586.784

586.81

586.833

586.725 585.771

586.649 584.863

585.046

585.737

586.04

588.562

593.04

586.87

585.897

69+00

61+00

62+00

63+00

64+00

65+00

66+00

67+00

68+00

70+00

10' X 12' A.M.

F O

M M

A N

S I

W P -1

-B -0

O J E

C T I

E N

A M

DRAFT

F Y P

A R

K W

A Y I

M P

R O

V E

M E

N T S

C O

N F

E D D

P O

S A

L F

A C

N A H

A R

B O

R A

N D C

A N

A L

W P -1

-C -0

C H

A G

C H

A G

O D

T R

C-105

-D ra w in g s -C -1

.d g n

J O

H N G

R O

B O

S K I, P .E

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

B U

S H P .G

L E

S L

U S

H P .G

100' 200'0

E A

S T C

A G

N A

S L

A S

A L L E S

S T

A T

O S

T A

M A

T C

H L

E T

O S

H E

E T C -1

D A

R L E

N E B

A N

K H

E A

-0

-2

S W

A L E

C-105 C-106 C-107

KEY MAP

F L

O W D

E C

5. EXISTING SPOT ELEVATIONS PROVIDED AS REFERENCE.

PROPOSED.

4. CONTRACTOR IS TO GRADE THE EXISTING SWALE TO DRAIN AS

SHEETS C-304 TO C-305.

PROVIDED AT SET STATIONS AS SHOWN IN THE CROSS SECTIONS ON

PROVIDED FLOW DIRECTIONS. APPROXIMATE INVERT ELEVATIONS ARE

3. CONTRACTOR TO GRADE PROPOSED SWALE TO DRAIN BASED ON

AND FENCE CONDITIONS.

2. SEE SHEET C-504 FOR TYPICAL EXISTING CURB, SIDEWALK, GRAVELS

TYPICAL STAMPED CONCRETE PAVEMENT DETAIL.

CONCRETE PAVEMENT AT THE EXISTING GRADES. SEE SHEET C-504 FOR

TO REMOVE EXISTING GRAVEL AND REPLACE IT WITH STAMPED-

1. OPTIONAL WORK DEFINED IN THE SPECFICATIONS. CONTRACTOR IS

NOTES:

SIDESLOPES, UPON APPROVAL FROM THE COR.

*TABLE PROVIDED AS GUIDE, CONTRACTOR MAY ADJUST THE WIDTH AND

F O

M M

C B

B EE C

C B

C B C B

C B

M W

MM MM

EE EE

C O

MM MM

EE EEEE

TEE

MMMM

WORK LIMITS

EXISTING DIKE

EXISTING ROAD

EXISTING DITCH

PROPOSED SWALE FLOW DIRECTION

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

586.494

586.542

586.609

587.073

586.723

586.635

586.916

586.998

586.773

586.436

586.929

586.446

586.374

586.498

586.483

586.608

586.67

586.658

586.638

586.292

586.697

586.529

586.704

586.725 585.771

586.649

586.557

586.561 584.863

585.9

585.704

585.586

585.176

586.34

586.428585.878 586.014

69+00

61+00

62+00

63+00

64+00

65+00

66+00

67+00

68+00

70+00

F O

M M

A N

S I

W P -1

-B -0

O J E

C T I

E N

A M

DRAFT

F Y P

A R

K W

A Y I

M P

R O

V E

M E

N T S

C O

N F

E D D

P O

S A

L F

A C

N A H

A R

B O

R A

N D C

A N

A L

W P -1

-C -0

C H

A G

C H

A G

O D

T R

C-106

-D ra w in g s -C -1

.d g n

J O

H N G

R O

B O

S K I, P .E

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L E

S L

U S

H P .G

100' 200'0

E A

S T C

A G

N A

S L

A S

A L L E S

M A

T C

H L

E T

O S

H E

E T C -1

D A

R L E

N E B

A N

K H

E A

S D

F A

D F

B U

S H

S T

A .1

O S

T A

-0

-2

M A

T C

H L

E T

O S

H E

E T C -1

S W

A L E

C-105 C-106 C-107

KEY MAP

F L

O W D

E C

5. EXISTING SPOT ELEVATIONS PROVIDED AS REFERENCE.

PROPOSED.

4. CONTRACTOR IS TO GRADE THE EXISTING SWALE TO DRAIN AS

ON SHEETS C-304 TO C-305.

ARE PROVIDED AT SET STATIONS AS SHOWN IN THE CROSS SECTIONS

PROVIDED FLOW DIRECTIONS. APPROXIMATE INVERT ELEVATIONS

3. CONTRACTOR TO GRADE PROPOSED SWALE TO DRAIN BASED ON

AND FENCE CONDITIONS.

2. SEE SHEET C-504 FOR TYPICAL EXISTING CURB, SIDEWALK, GRAVELS

FOR TYPICAL STAMPED CONCRETE PAVEMENT DETAIL.

CONCRETE PAVEMENT AT THE EXISTING GRADES. SEE SHEET C-504

TO REMOVE EXISTING GRAVEL AND REPLACE IT WITH STAMPED-

1. OPTIONAL WORK DEFINED IN THE SPECFICATIONS. CONTRACTOR IS

EXISTING DIKE

EXISTING ROAD

EXISTING DITCH

WORK LIMITS

S W

A L E F

L O

W D

E C

PROPOSED ACCESS ROAD

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

W 30+57

W 30+00

586.609

587.927

588.032

588.112

587.898

587.96

587.756

586.529

586.704

586.403

587.287

586.875

587.241

587.027

587.086

586.388

588.287

587.994

587.966

587.755

587.55

587.254

587.536

586.272

586.157

585.9

587.973

587.526

586.762

587.176

587.202

69+00

61+00

62+00

63+00

64+00

65+00

66+00

67+00

68+00

70+00

F O

M M

A N

S I

W P -1

-B -0

O J E

C T I

E N

A M

DRAFT

F Y P

A R

K W

A Y I

M P

R O

V E

M E

N T S

C O

N F

E D D

P O

S A

L F

A C

N A H

A R

B O

R A

N D C

A N

A L

W P -1

-C -0

C H

A G

C H

A G

O D

T R

C-107

-D ra w in g s -C -1

.d g n

J O

H N G

R O

B O

S K I, P .E

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

L E

S L

U S

H P .G

100' 200'0

E A

S T C

A G

N A

S L

A S

A L L E S

M A

T C

H L

E T

O S

H E

E T C -1

D A

R L E

N E B

A N

K H

E A

B U

S H

S T

A .2

O S

T A

-0

-2

S W

A L E

C-105 C-106 C-107

KEY MAP

F L

O W D

E C

5. EXISTING SPOT ELEVATIONS PROVIDED AS REFERENCE.

PROPOSED.

4. CONTRACTOR IS TO GRADE THE EXISTING SWALE TO DRAIN AS

ON SHEETS C-304 TO C-305.

ARE PROVIDED AT SET STATIONS AS SHOWN IN THE CROSS SECTIONS

PROVIDED FLOW DIRECTIONS. APPROXIMATE INVERT ELEVATIONS

3. CONTRACTOR TO GRADE PROPOSED SWALE TO DRAIN BASED ON

AND FENCE CONDITIONS.

2. SEE SHEET C-504 FOR TYPICAL EXISTING CURB, SIDEWALK, GRAVELS

FOR TYPICAL STAMPED CONCRETE PAVEMENT DETAIL.

CONCRETE PAVEMENT AT THE EXISTING GRADES. SEE SHEET C-504

TO REMOVE EXISTING GRAVEL AND REPLACE IT WITH STAMPED-

1. OPTIONAL WORK DEFINED IN THE SPECFICATIONS. CONTRACTOR IS

586.7' 586.7' 586.7' 586.7' 586.9'

587.3' 587.4' 588.0' 588.5' 588.8'

589.4' 590.9' 592.3' 593.5' 594.6'

DITCH

EXISTING

FENCE

EXISTING

GUARDRAIL

EXISTING

WELL

EXTRACTION

EXISTING

SEE NOTE 1

EXISTING SHEETPILE WALLEXISTING SHEETPILE WALL

WORKLIMITS

CONTROL SYSTEM HEADER

EXISTING 12" GRADIENT

EXISTING SLURRY WALL

EXISTING EXTRACTION WELL

TEMPORARY RIPRAP STOCKPILE AREA

EXISTING GROUNDLINE/ FINISHED GRADE

THEORETICAL TOP OF WALL, 8FT MIN ABOVE FINISHED GRADE

EXISTING ACCESS ROAD

EXISTING PAD

PRECAST WALL

PROPOSED

GRAVEL ROAD

EXISTING ELECTRICAL

EDGE OF INDIANAPOLIS BOULEVARD

E - 2844047.678

N - 2330980.177

SEE NOTE 1

CHAIN-LINK FENCE

PROPOSED EXISTING MANHOLE

EXISTING ELECTRIC

EXISTING EHH-38

SEE NOTE 5

EXISTING EHH-37

EXISTING NIPSCO POWER FEED (APPROX)

EXISTING PMS-03

EXISTING NIPSCO POWER FEED (APPROX)

C B

EE EE

C B

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

610610

0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10 2+20 2+30 2+40 2+50 2+60

A N

S I

W P -1

-B -0

O J E

C T I

E N

A M

DRAFT

F Y P

A R

K W

A Y I

M P

R O

V E

M E

N T S

C O

N F

E D D

P O

S A

L F

A C

N A H

A R

B O

R A

N D C

A N

A L

W P -1

-C -0

C H

A G

C H

A G

O D

T R

C-108

-D ra w in g s -C -1

.d g n

J O

H N G

R O

B O

S K I, P .E

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E R

A M

P S

O N

L E

S L

U S

H P .G

M A

T C

H L

E T

O S

H E

E T C -1

E A

S T C

A G

N A

S L

A S

A L L E S

A D

A M K

A R

10' 20'0

W A

L L A

N M

E N

U T

Y P

L A

N A

N D P

R O

PRECAST CONCRETE WALL ALIGNMENT

-0

-2

ENVIRONMENTAL PROTECTION FOR INDIANA AND SECTION 02 41 00 DEMOLITION.

3. DEMOLISH AND DISPOSE OF EXISTING FENCING AS SPECIFIED IN SECTION 01 57 20.02 03

GOVERNMENT, AND REPLACED IN A COMPARABLE ARRANGEMENT AFTER THE WALL IS ERECTED.

MOVED TO THE DESIGNATED TEMPORARY STOCKPILE AREA, OR AS DIRECTED BY THE

APPROXIMATELY STATION W0+65 IN ORDER TO PERFORM THE WORK. THE RIPRAP SHALL BE

2. CONTRACTOR SHALL REMOVE EXISTING RIPRAP PRESENT BETWEEN STATION W0+00 THRU

PRECAST CONRETE WALL.

NEW CHAIN-LINK FENCE POST SHALL BE INSTALLED NO GREATER THAN 2-INCHES FROM NEW

STATION W0+00 CONCTRACTOR SHALL TIE-IN EXISTING FENCE WITH PRECAST CONCRETE WALL.

UNTIL IT MERGES WITH THE EXISTING FENCE ALIGNMENT AT APPROXIMATELY STATION W3+05. AT

ALIGNMENT IS TO BE OFFSET FROM EXISTING FENCE LINE BY 2 FEET CENTERLINE TO CENTERLINE

1. ALIGNMENT FOR PROPOSED PRECAST CONCRETE WALL BEGINS AT STATION W0+00. THE NEW

NOTES:

S T

A T

THEIR "TRAFFIC CLOSURE REPORT" PROCESS.

SHALL COMPLY WITH INDOT PERMIT AND COORDINATE WITH INDOT FOR LANE CLOSURES THROUGH

8. EASTERN WORK LIMITS ARE ALONG THE CENTERLINE OF INDIANAPOLIS BOULEVARD. CONTRACTOR

INFORMATION.

7. REFER TO SHEETS R-021, R-022, R-023, AND R-024 FOR SLURRY-WALL OBSTRUCTION REMOVAL

6. REFER TO SHEETS R-014 THRU R-020 FOR SOUTH END CUT-OFF WALL AND DITCH CONNECTION DETAILS.

LOCATION.

GOVERNMENT SAFETY REQUIREMENTS. SEE SHEET C-109 BLOCK D1 FOR NIPSCO POWER FEED POLE

CONTRACTORS PER SPECIFICATION SECTION 01 10 00 GENERAL PROVISIONS AND SECTION 01 35 26

SECTION. USE NIPSCO SAFETY REQUIREMENTS. CONTACT AND COORDINATE WITH NIPSCO AND OTHER

NIPSCO FEEDER POLE DETAILS. SEE SHEET R-013 FOR TYPICAL DUCTBANK SECTION AND POWER RISER

BLOCK B5 FOR EHH-38 DETAILS. SEE SHEET R-013 BLOCKS A4, B4, AND C4 FOR EHH-39, PMS-03, AND

A HIGH-VOLTAGE FEEDER LINE ENTERS THE FACILITY NEAR WALL STATION W2+75. SEE SHEET R-013

5. REFER TO SHEETS R-004, R-006, R-007, R-008, R-009, AND R-013 FOR ELECTRICAL SITE PLAN INFORMATION.

4. REFER TO SHEETS S-201 AND S-501 FOR PRECAST CONCRETE WALL STRUCTURAL DETAILS.

EXISTING EXTRACTION WELL

SUPPLY LINE

EXISTING WATER

EXISTING ROAD

EXISTING DITCH

EXISTING FENCE

EXISTING SIDEWALK

EL VARIES 584±

6" WATER MAIN

PROPOSED PRECAST CONCRETE WALL

EXISTING GROUNDLINE/ FINISHED GRADE

THEORETICAL TOP OF WALL, 8FT MIN ABOVE FINISHED GRADE

EXISTING SLURRY WALL

EXISTING ACCESS ROAD

EXISTING ELECTRICAL

SEVERED POWER POLE

ABANDONED &

EXISTING GRAVEL

EDGE OF INDIANAPOLIS BOULEVARD

E - 2844050.113

N - 2331439.930

SEE NOTE 7

WARNING LIGHT

EXISTING ELECTRIC

(FIELD VERIFY R-013)

SERVICE LINE

ELECTRIC POWER

SEE NOTE #4

POWER SERVICE POLE

EXISTING ELECTRIC

EXISTING FENCE

PROPOSED PRECAST CONCRETE WALL

(APPROX)

POWER FEED

EXISTING NIPSCO

C B

EEMM

586.1' 586.4'

586.6'

587.0' 587.0'

587.1'

587.1' 587.2'

587.2' 587.2' 587.2'

587.3'

587.3' 587.4'

588.2'

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

2+60 2+70 2+80 2+90 3+00 3+10 3+20 3+30 3+40 3+50 3+60 3+70 3+80 3+90 4+00 4+10 4+20 4+30 4+40 4+50 4+60 4+70 4+80 4+90 5+00 5+10 5+20 5+30 5+40

A N

S I

W P -1

-B -0

O J E

C T I

E N

A M

DRAFT

F Y P

A R

K W

A Y I

M P

R O

V E

M E

N T S

C O

N F

E D D

P O

S A

L F

A C

N A H

A R

B O

R A

N D C

A N

A L

W P -1

-C -0

C H

A G

C H

A G

O D

T R

C-109

J O

H N G

R O

B O

S K I, P .E

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E R

A M

P S

O N

L E

S L

U S

H P .G

M A

T C

H L

E T

O S

H E

E T C -1

M A

T C

H L

E T

O S

H E

E T C -1

E A

S T C

A G

N A

S L

A S

A L L E S

A D

A M K

A R

R 1 -D ra w in g s -C -1

.d g n

610610

10' 20'0

W A

L L A

N M

E N

U T

Y P

L A

N A

N D P

R O

PRECAST CONCRETE WALL ALIGNMENT

-0

-2

ABANDONED CONCRETE APRON (TO REMAIN)

EXISTING SIDEWALK

S T

A T

O S

T A

10' 20'0

HORIZONTAL -

VERTICAL -

10' 20'0

WALL PANEL.

7. TRANSITION TO EXISTING FENCE ALIGNMENT OVER THE LENGTH OF ONE

"TRAFFIC CLOSURE REPORT" PROCESS.

COORDINATE WITH INDOT FOR LANE CLOSURES THROUGH THEIR

BOULEVARD. CONTRACTOR SHALL COMPLY WITH INDOT PERMIT AND

6. EASTERN WORK LIMITS ARE ALONG THE CENTERLINE OF INDIANAPOLIS

OBSTRUCTION REMOVAL INFORMATION.

5. REFER TO SHEETS R-021, R-022, R-023, AND R-024 FOR SLURRY-WALL

REQUIREMENTS. SEE SHEET C-109 BLOCK D1 FOR NIPSCO POWER FEED POLE LOCATION.

SPECIFICATION SECTION 01 10 00 GENERAL PROVISIONS AND SECTION 01 35 26 GOVERNMENT SAFETY

SAFETY REQUIREMENTS. CONTACT AND COORDINATE WITH NIPSCO AND OTHER CONTRACTORS PER

POLE DETAILS. SEE SHEET R-013 FOR TYPICAL DUCTBANK SECTION AND POWER RISER SECTION. USE NIPSCO

FOR EHH-38 DETAILS. SEE SHEET R-013 BLOCKS A4, B4, AND C4 FOR EHH-39, PMS-03, AND NIPSCO FEEDER

HIGH-VOLTAGE FEEDER LINE ENTERS THE FACILITY NEAR WALL STATION W2+75. SEE SHEET R-013 BLOCK B5

4. REFER TO SHEETS R-004, R-006, R-007, R-008, R-009, AND R-013 FOR ELECTRICAL SITE PLAN INFORMATION. A

3. REFER TO SHEET R-003 FOR WATER MAIN PLAN AND PROFILE INFORMATION.

2. REFER TO SHEETS S-201 AND S-501 FOR PRECAST CONCRETE WALL STRUCTURAL DETAILS.

20.02 03 ENVIRONMENTAL PROTECTION FOR INDIANA AND SECTION 02 41 00 DEMOLITION.

1. DEMOLISH AND DISPOSE OF EXISTING FENCING AND CONCRETE PAVEMENT AS SPECIFIED IN SECTION 01 57

585.9' 586.2' 586.5'

586.6'

586.7'

586.7' 586.7'

586.8' 587.0' 587.0' 587.1'

587.4' 587.4' 587.5' 587.6' 587.6' 587.7'

EXISTING EXTRACTION WELL EXISTING EXTRACTION WELL

EXISTING ROAD

EXISTING DITCH

EXISTING SIDEWALK

EXISTING FENCE

PROPOSED PRECAST CONCRETE WALL/

EXISTING GROUNDLINE/ FINISHED GRADE

THEORETICAL TOP OF WALL, 8FT MIN ABOVE FINISHED GRADE

EXISTING SLURRY WALL

EXISTING ELECTRICAL

EXISTING LIGHT POLE

EXISTING GRAVEL

EDGE OF INDIANAPOLIS BOULEVARD

EXISTING ELECTRIC

C B

M W

C O

E E

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

5+30 5+40 5+50 5+60 5+70 5+80 5+90 6+00 6+10 6+20 6+30 6+40 6+50 6+60 6+70 6+80 6+90 7+00 7+10 7+20 7+30 7+40 7+50 7+60 7+70 7+80 7+90 8+00 8+10

A N

S I

W P -1

-B -0

O J E

C T I

E N

A M

DRAFT

F Y P

A R

K W

A Y I

M P

R O

V E

M E

N T S

C O

N F

E D D

P O

S A

L F

A C

N A H

A R

B O

R A

N D C

A N

A L

W P -1

-C -0

C H

A G

C H

A G

O D

T R

C-110

-D ra w in g s -C -1

.d g n

J O

H N G

R O

B O

S K I, P .E

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E R

A M

P S

O N

L E

S L

U S

H P .G

M A

T C

H L

E T

O S

H E

E T C -1

M A

T C

H L

E T

O S

H E

E T C -1

E A

S T C

A G

N A

S L

A S

A L L E S

A D

A M K

A R

610610

10' 20'0

S T

A T

O S

T A .0

W A

L L A

N M

E N

U T

Y P

L A

N A

N D P

R O

PRECAST CONCRETE WALL ALIGNMENT

-0

-2

SLURRY-WALL OBSTRUCTION REMOVAL INFORMATION.

4. REFER TO SHEETS R-021, R-022, R-023, R-024, R-025, AND R-026 FOR

INFORMATION.

3. REFER TO SHEETS R-004 AND R-013 FOR ELECTRICAL SITE PLAN

STRUCTURAL DETAILS.

2. REFER TO SHEETS S-201 AND S-501 FOR PRECAST CONCRETE WALL

00 DEMOLITION.

57 20.02 03 ENVIRONMENTAL PROTECTION FOR INDIANA AND SECTION 02 41

1. DEMOLISH AND DISPOSE OF EXISTING FENCING AS SPECIFIED IN SECTION 01

NOTES:

CLOSURE REPORT" PROCESS.

COORDINATE WITH INDOT FOR LANE CLOSURES THROUGH THEIR "TRAFFIC

BOULEVARD. CONTRACTOR SHALL COMPLY WITH INDOT PERMIT AND

5. EASTERN WORK LIMITS ARE ALONG THE CENTERLINE OF INDIANAPOLIS

10' 20'0

HORIZONTAL -

VERTICAL -

10' 20'0

585.9' 586.0' 586.0' 586.0' 586.1' 586.2'

587.0' 587.1' 587.1' 587.4' 587.5' 587.6'

587.7' 587.7' 587.7' 587.8' 587.9' 588.1'

EXISTING DITCH

EXISTING ROAD

EXISTING EXTRACTION WELLEXISTING EXTRACTION WELL

EXISTING SIDEWALK

EXISTING FENCE

PROPOSED PRECAST CONCRETE WALL/

EXISTING GROUNDLINE/ FINISHED GRADE

THEORETICAL TOP OF WALL, 8FT MIN ABOVE FINISHED GRADE

EXISTING SLURRY WALL

EXISTING ELECTRICAL

EXISTING LIGHT POLE

EDGE OF INDIANAPOLIS BOULEVARD

EXISTING GRAVEL

EXISTING ELECTRIC

C B

M W

EEEE

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

8+20 8+30 8+40 8+50 8+60 8+70 8+80 8+90 9+00 9+10 9+20 9+30 9+40 9+50 9+60 9+70 9+80 9+90 10+00 10+10 10+20 10+30 10+40 10+50 10+60 10+70 10+80 10+90

A N

S I

W P -1

-B -0

O J E

C T I

E N

A M

DRAFT

F Y P

A R

K W

A Y I

M P

R O

V E

M E

N T S

C O

N F

E D D

P O

S A

L F

A C

N A H

A R

B O

R A

N D C

A N

A L

W P -1

-C -0

C H

A G

C H

A G

O D

T R

C-111

-D ra w in g s -C -1

.d g n

J O

H N G

R O

B O

S K I, P .E

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E R

A M

P S

O N

L E

S L

U S

H P .G

M A

T C

H L

E T

O S

H E

E T C -1

M A

T C

H L

E T

O S

H E

E T C -1

E A

S T C

A G

N A

S L

A S

A L L E S

A D

A M K

A R

10' 20'0

610610

S T

A T

O S

T A

W A

L L A

N M

E N

U T

Y P

L A

N A

N D P

R O

PRECAST CONCRETE WALL ALIGNMENT

-0

-2

INFORMATION.

4. REFER TO SHEETS R-021, R-022, R-025, AND R-026 FOR SLURRY-WALL OBSTRUCTION REMOVAL

3. REFER TO SHEETS R-004 AND R-013 FOR ELECTRICAL SITE PLAN INFORMATION.

2. REFER TO SHEETS S-201 AND S-501 FOR PRECAST CONCRETE WALL STRUCTURAL DETAILS.

ENVIRONMENTAL PROTECTION FOR INDIANA AND SECTION 02 41 00 DEMOLITION.

1. DEMOLISH AND DISPOSE OF EXISTING FENCING AS SPECIFIED IN SECTION 01 57 20.02 03

NOTES:

CLOSURE REPORT" PROCESS.

COORDINATE WITH INDOT FOR LANE CLOSURES THROUGH THEIR "TRAFFIC

BOULEVARD. CONTRACTOR SHALL COMPLY WITH INDOT PERMIT AND

5. EASTERN WORK LIMITS ARE ALONG THE CENTERLINE OF INDIANAPOLIS

10' 20'0

HORIZONTAL -

585.7' 585.8' 586.0' 586.1' 586.1' 586.2'

586.2' 586.4' 586.6' 586.7'

587.2'

587.5' 587.6'

588.1'

588.1' 588.2' 588.5' 588.7' 588.7'

590.1' 590.6'

F O

EXISTING ROAD

EXISTING DITCH

EXISTING GATE

PROPOSED AUTOMATED GATE/

EXISTING EXTRACTION WELL

EXISTING LIGHTPOLE

EXISTING FENCE

EXISTING GROUNDLINE/ FINISHED GRADE

THEORETICAL TOP OF WALL, 8FT MIN ABOVE FINISHED GRADE

EXISTING SLURRY WALL

SEE NOTE 1.

EXISTING ELECTRICAL LINE

CONCRETE WALL

PROPOSED PRECAST

(SEE NOTE 2)

POLE LOCATION

PROPOSED FLAG

EXISTING SIDEWALK

EXISTING FENCE

CONCRETE WALL /

PROPOSED PRECAST

EXISTING SIDEWALK

EXISTING LIGHT POLE

WALL / EXISTING FENCE

PROPOSED PRECAST CONCRETE

COMMUNICATION CABLE

EXISTING

EXISTING TRAFFIC LIGHT POLE

POWER POLE

EXISTING

PEDESTAL & EQUIPMENT

ACCESS CONTROL

EXISTING/ PROPOSED

LIGHT POLE

EXISTING TRAFFIC

CAMERA TOWER

CAMERA FOR EXISTING

PROPOSED NEW CCTV

FOR DIRECTIONAL SIGN

PROPOSED LOCATION

(SEE NOTE 3)

PROPOSED BOLLARDS

EXISTING BOX CULVERT

EXISTING GRAVEL

EDGE OF INDIANAPOLIS BOULEVARD EDGE OF INDIANAPOLIS BOULEVARD

SEE NOTE 11

EXISTING GRAVELLIGHT POLE

EXISTING TRAFFIC

E - 2844055.327

N - 2332142.305

2844026.619E -

N - 2332172.193

2844027.991E -

2332211.400N -

2844054.473E -

2332212.389N -

EXISTING ELECTRIC

PROPOSED SECURITY FENCE

C B

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

11+00 11+10 11+20 11+30 11+40 11+50 11+60 11+70 11+80 11+90 12+00 12+10 12+20 12+30 12+40 12+50 12+60 12+70 12+80 12+90 13+00 13+10 13+20 13+30 13+40 13+50 13+60 13+70 13+80

A N

S I

W P -1

-B -0

O J E

C T I

E N

A M

DRAFT

F Y P

A R

K W

A Y I

M P

R O

V E

M E

N T S

C O

N F

E D D

P O

S A

L F

A C

N A H

A R

B O

R A

N D C

A N

A L

W P -1

-C -0

C H

A G

C H

A G

O D

T R

C-112

-D ra w in g s -C -1

.d g n

J O

H N G

R O

B O

S K I, P .E

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E R

A M

P S

O N

L E

S L

U S

H P .G

M A

T C

H L

E T

O S

H E

E T C -1

E A

S T C

A G

N A

S L

A S

A L L E S

A D

A M K

A R

610610

10' 20'0

S T

A T

O S

T A

W A

L L A

N M

E N

U T

Y P

L A

N A

N D P

R O

PRECAST CONCRETE WALL ALIGNMENT

-0

-2

M A

T C

H L

E T

O S

H E

E T C -1

EXISTING CONCRETE DRIVEWAY (TO REMAIN)

REMOVAL INFORMATION.

10. REFER TO SHEETS R-021, R-022, R-025, AND R-026 FOR SLURRY-WALL OBSTRUCTION

9. REFER TO SHEET R-038 FOR EXISTING CANTILEVER ELECTRO-MECHANICAL GATE PLAN.

8. REFER TO SHEET R-002 FOR 2012 MAIN ENTRANCE IMPROVEMENT DETAILS.

INFORMATION.

7. REFER TO SHEETS R-001, R-004, R-005 AND R-013 FOR ELECTRICAL SITE AND UTILITY PLAN

6. REFER TO SHEET ES-101 FOR UTILITY PLAN INFORMATION.

5. REFER TO SHEETS S-201 AND S-501 FOR PRECAST CONCRETE WALL STRUCTURAL DETAILS.

CLOSURES THROUGH THEIR "TRAFFIC CLOSURE REPORT" PROCESS.

CONTRACTOR SHALL COMPLY WITH INDOT PERMIT AND COORDINATE WITH INDOT FOR LANE

12. EASTERN WORK LIMITS ARE ALONG THE CENTERLINE OF INDIANAPOLIS BOULEVARD.

EXERCISED, PAVE AREA WITH GRAVEL TO BE PROVIDED BY THE GOVERNMENT.

11. IF OPTION 4 IS EXERCISED, PAVE AREA WITH STAMPED CONCRETE. IF OPTION 4 IS NOT

ELECTRONIC SECURITY SYSTEMS (ESS).

SHEET C-503 AND SPECIFIED IN SECTION 28 08 10 ELECTRONIC SECURITY SYSTEM ACCEPTANCE TESTING AND SECTION 28 10 05

4. REPLACE EXISTING ACCESS CONTROL PEDESTAL AND EQUIPMENT AND CLOSED-CIRCUIT TELEVISION CAMERA AS SHOWN ON

3. SEE SHEET C-503 FOR BOLLARD CONSTRUCTION DETAILS.

METALS.

WITH POLE-MOUNTED LIGHTS PER SPECIFICATION SECTION 01 11 00, SUMMARY OF WORK SECTION 05 50 13, MISCELLANEOUS

2. FLAG POLE LOCATIONS TO BE FIELD-LOCATED PER DIRECTION OF THE GOVERNMENT FURNISH AND INSTALL THREE FLAG POLES

STORAGE, TRANSPORATION, AND DISPOSAL OF HAZARDOUS MATERIALS AND FREE PRODUCT WASTES.

SECTION 01 57 20.02 03 ENVIRONMENTAL PROTECTION FOR INDIANA, SECTION 02 41 00 DEMOLITION, AND SECTION 02 81 00

SPECIFIED IN SECTION 01 35 29.13 HEALTH, SAFETY, AND EMERGENCY RESPONSE PROCEDURES FOR CONTAMINATED SITES, CONCRETE HOUSING AND CHAIN-LINK FENCE ENCLOSURE. DEMOLISH AND DISPOSE REMOVED OF THESE STRUCTURES AS

1. DEMOLISH AND REMOVE THREE CONCRETE PILLARS, AN ABANDONED DEWATERING PIT AND ITS APPERTURANCES, ITS

NOTES:

10' 20'0

HORIZONTAL -

585.8' 586.2' 586.6' 586.6' 586.6' 586.7'

587.8' 587.8' 588.1' 588.1' 588.3' 588.4'

588.4' 588.5' 588.5' 588.5' 588.6' 588.7'

EXISTING DITCH

EXISTING ROAD

EXISTING EXTRACTION WELL

EXISTING GROUNDLINE/ FINISHED GRADE

THEORETICAL TOP OF WALL, 8FT MIN ABOVE FINISHED GRADE

EXISTING ELECTRICAL

EXISTING SLURRY WALL

EXISTING LIGHT POLE

TO BE DEMOLISHED

CONCRETE PAVERS WALL/ EXISTING FENCE

PROPOSED PRECAST CONCRETE

EDGE OF INDIANAPOLIS BOULEVARD

EXISTING GRAVEL

EXISTING ELECTRIC

C B

BEE

C O

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

13+90 14+00 14+10 14+20 14+30 14+40 14+50 14+60 14+70 14+80 14+90 15+00 15+10 15+20 15+30 15+40 15+50 15+60 15+70 15+80 15+90 16+00 16+10 16+20 16+30 16+40 16+50 16+60 16+70

A N

S I

W P -1

-B -0

O J E

C T I

E N

A M

DRAFT

F Y P

A R

K W

A Y I

M P

R O

V E

M E

N T S

C O

N F

E D D

P O

S A

L F

A C

N A H

A R

B O

R A

N D C

A N

A L

W P -1

-C -0

C H

A G

C H

A G

O D

T R

C-113

-D ra w in g s -C -1

.d g n

J O

H N G

R O

B O

S K I, P .E

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E R

A M

P S

O N

L E

S L

U S

H P .G

M A

T C

H L

E T

O S

H E

E T C -1

M A

T C

H L

E T

O S

H E

E T C -1

E A

S T C

A G

N A

S L

A S

A L L E S

A D

A M K

A R

610610

10' 20'0

EXISTING SIDEWALK

S T

A T

O S

T A .1

W A

L L A

N M

E N

U T

Y P

L A

N A

N D P

R O

PRECAST CONCRETE WALL ALIGNMENT

-0

-2

REMOVAL INFORMATION.

5. REFER TO SHEETS R-021, R-022, R-025, R-026, R-027, AND R-028 FOR SLURRY-WALL OBSTRUCTION

4. REFER TO SHEET R-012 FOR ELECTRICAL SITE AND UTILITY PLAN INFORMATION.

3. REFER TO SHEETS S-201 AND S-501 FOR PRECAST CONCRETE WALL STRUCTURAL DETAILS.

ENVIRONMENTAL PROTECTION FOR INDIANA AND SECTION 02 41 00 DEMOLITION.

2. DEMOLISH AND DISPOSE OF EXISTING FENCING AS SPECIFIED IN SECTION 01 57 20.02 03

FOR INDIANA AND SECTION 02 41 00 DEMOLITION.

REMOVED MATERIALS AS SPECIFIED IN SECTION 01 57 20.02 03 ENVIRONMENTAL PROTECTION

FENCE LINE BETWEEN STATION W14+40 AND STATION W14+70. DEMOLISH AND DISPOSE THE

1. DEMOLISH AND REMOVE CONCRETE-PAVERS SIDEWALK PRESENT ALONG BASE OF EXISTING

NOTES:

(TO REMAIN)

CONCRETE APRON

ABANDONED

REPORT" PROCESS.

LANE CLOSURES THROUGH THEIR "TRAFFIC CLOSURE

WITH INDOT PERMIT AND COORDINATE WITH INDOT FOR

INDIANAPOLIS BOULEVARD. CONTRACTOR SHALL COMPLY

6. EASTERN WORK LIMITS ARE ALONG THE CENTERLINE OF

10' 20'0

HORIZONTAL -

586.6' 586.7' 586.8' 586.8' 586.9' 586.9'

588.0' 588.1' 588.3' 588.4' 588.5'

588.6' 588.6'

588.6'

588.6' 588.6' 588.7' 588.7'

EXISTING ROAD

EXISTING EXTRACTION WELL

WALL / EXISTING FENCE

PROPOSED PRECAST CONCRETE

EXISTING DITCH

EXISTING GROUNDLINE/ FINISHED GRADE

THEORETICAL TOP OF WALL, 8FT MIN ABOVE FINISHED GRADE

EXISTING SLURRY WALL

EXISTING GRAVEL

EDGE OF INDIANAPOLIS BOULEVARD

EXISTING ELECTRIC

M W M

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

16+70 16+80 16+90 17+00 17+10 17+20 17+30 17+40 17+50 17+60 17+70 17+80 17+90 18+00 18+10 18+20 18+30 18+40 18+50 18+60 18+70 18+80 18+90 19+00 19+10 19+20 19+30 19+40 19+50

A N

S I

W P -1

-B -0

O J E

C T I

E N

A M

DRAFT

F Y P

A R

K W

A Y I

M P

R O

V E

M E

N T S

C O

N F

E D D

P O

S A

L F

A C

N A H

A R

B O

R A

N D C

A N

A L

W P -1

-C -0

C H

A G

C H

A G

O D

T R

C-114

-D ra w in g s -C -1

.d g n

J O

H N G

R O

B O

S K I, P .E

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E R

A M

P S

O N

L E

S L

U S

H P .G

M A

T C

H L

E T

O S

H E

E T C -1

M A

T C

H L

E T

O S

H E

E T C -1

E A

S T C

A G

N A

S L

A S

A L L E S

A D

A M K

A R

610610

10' 20'0

EXISTING SIDEWALK

S T

A T

O S

T A

W A

L L A

N M

E N

U T

Y P

L A

N A

N D P

R O

PRECAST CONCRETE WALL ALIGNMENT

-0

-2

THEIR "TRAFFIC CLOSURE REPORT" PROCESS.

SHALL COMPLY WITH INDOT PERMIT AND COORDINATE WITH INDOT FOR LANE CLOSURES THROUGH

5. EASTERN WORK LIMITS ARE ALONG THE CENTERLINE OF INDIANAPOLIS BOULEVARD. CONTRACTOR

INFORMATION.

4. REFER TO SHEETS R-021, R-022, R-027, AND R-028 FOR SLURRY-WALL OBSTRUCTION REMOVAL

3. REFER TO SHEET R-012 FOR ELECTRICAL SITE AND UTILITY PLAN INFORMATION.

2. REFER TO SHEETS S-201 AND S-501 FOR PRECAST CONCRETE WALL STRUCTURAL DETAILS.

ENVIRONMENTAL PROTECTION FOR INDIANA AND SECTION 02 41 00 DEMOLITION.

1. DEMOLISH AND DISPOSE OF EXISTING FENCING AS SPECIFIED IN SECTION 01 57 20.02 03

NOTES:

10' 20'0

HORIZONTAL -

586.7' 586.9' 587.0' 587.1' 587.1' 587.2'

588.5'

588.6' 588.6' 588.6' 588.6' 588.6'

588.7'

588.7' 588.8' 588.8' 588.8'

EXISTING EXTRACTION WELL

EXISTING ROAD

WALL / EXISTING FENCE

PROPOSED PRECAST CONCRETE

EXISTING DITCH

EXISTING GROUNDLINE/ FINISHED GRADE

THEORETICAL TOP OF WALL, 8FT MIN ABOVE FINISHED GRADE

EXISTING SLURRY WALL

EXISTING ELECTRICAL

EDGE OF INDIANAPOLIS BOULEVARD

EXISTING GRAVEL

EXISTING ELECTRIC

C B

M W

MMMM

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

19+50 19+60 19+70 19+80 19+90 20+00 20+10 20+20 20+30 20+40 20+50 20+60 20+70 20+80 20+90 21+00 21+10 21+20 21+30 21+40 21+50 21+60 21+70 21+80 21+90 22+00 22+10 22+20 22+30

A N

S I

W P -1

-B -0

O J E

C T I

E N

A M

DRAFT

F Y P

A R

K W

A Y I

M P

R O

V E

M E

N T S

C O

N F

E D D

P O

S A

L F

A C

N A H

A R

B O

R A

N D C

A N

A L

W P -1

-C -0

C H

A G

C H

A G

O D

T R

C-115

-D ra w in g s -C -1

.d g n

J O

H N G

R O

B O

S K I, P .E

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E R

A M

P S

O N

L E

S L

U S

H P .G

M A

T C

H L

E T

O S

H E

E T C -1

M A

T C

H L

E T

O S

H E

E T C -1

E A

S T C

A G

N A

S L

A S

A L L E S

A D

A M K

A R

610610

10' 20'0

S T

A T

O S

T A

W A

L L A

N M

E N

U T

Y P

L A

N A

N D P

R O

EXISTING SIDEWALK

PRECAST CONCRETE WALL ALIGNMENT

-0

-2

LANE CLOSURES THROUGH THEIR "TRAFFIC CLOSURE REPORT" PROCESS.

CONTRACTOR SHALL COMPLY WITH INDOT PERMIT AND COORDINATE WITH INDOT FOR

5. EASTERN WORK LIMITS ARE ALONG THE CENTERLINE OF INDIANAPOLIS BOULEVARD.

REMOVAL INFORMATION.

4. REFER TO SHEETS R-021, R-022, R-027, AND R-028 FOR SLURRY-WALL OBSTRUCTION

3. REFER TO SHEET R-012 FOR ELECTRICAL SITE AND UTILITY PLAN INFORMATION.

2. REFER TO SHEETS S-201 AND S-501 FOR PRECAST CONCRETE WALL STRUCTURAL DETAILS.

ENVIRONMENTAL PROTECTION FOR INDIANA AND SECTION 02 41 00 DEMOLITION.

1. DEMOLISH AND DISPOSE OF EXISTING FENCING AS SPECIFIED IN SECTION 01 57 20.02 03

NOTES:

10' 20'0

HORIZONTAL -

586.8' 586.9' 586.9' 587.0' 587.2' 587.3'

587.4' 588.5' 588.7'

588.8'

588.8' 588.9'

588.9'

589.0'

589.2' 589.4' 589.4' 589.5'

EXISTING ROAD

EXISTING EXTRACTION WELL EXISTING EXTRACTION WELL

EXISTING EXTRACTION WELL

EXISTING DITCH

WALL / EXISTING FENCE

PROPOSED PRECAST CONCRETE

EXISTING SLURRY WALL

EXISTING ELECTRICAL

EXISTING GROUNDLINE/ FINISHED GRADE

THEORETICAL TOP OF WALL, 8FT MIN ABOVE FINISHED GRADE

EXISTING LIGHT POLE

SPUR SECTION (TO REMAIN)

ABANDONED RAILROAD

POLE FOUNDATIONS

ABANDONED POWER

EXISTING LIGHT POLE

TO BE DEMOLISHED

CONCRETE PAVERS

TO BE DEMOLISHED

CONCRETE PAVERS

EXISTING GRAVEL EXISTING GRAVEL

EDGE OF INDIANAPOLIS BOULEVARD

EXISTING ELECTRIC

C B

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

22+30 22+40 22+50 22+60 22+70 22+80 22+90 23+00 23+10 23+20 23+30 23+40 23+50 23+60 23+70 23+80 23+90 24+00 24+10 24+20 24+30 24+40 24+50 24+60 24+70 24+80 24+90 25+00 25+10

A N

S I

W P -1

-B -0

O J E

C T I

E N

A M

DRAFT

F Y P

A R

K W

A Y I

M P

R O

V E

M E

N T S

C O

N F

E D D

P O

S A

L F

A C

N A H

A R

B O

R A

N D C

A N

A L

W P -1

-C -0

C H

A G

C H

A G

O D

T R

C-116

-D ra w in g s -C -1

.d g n

J O

H N G

R O

B O

S K I, P .E

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E R

A M

P S

O N

L E

S L

U S

H P .G

M A

T C

H L

E T

O S

H E

E T C -1

M A

T C

H L

E T

O S

H E

E T C -1

E A

S T C

A G

N A

S L

A S

A L L E S

A D

A M K

A R

610610

10' 20'0

S T

A T

O S

T A

W A

L L A

N M

E N

U T

Y P

L A

N A

N D P

R O

EXISTING SIDEWALK

PRECAST CONCRETE WALL ALIGNMENT

-0

-2

5. REFER TO SHEETS R-021, R-022, R-027, AND R-028 FOR SLURRY-WALL OBSTRUCTION REMOVAL INFORMATION.

4. REFER TO SHEET R-012 FOR ELECTRICAL SITE AND UTILITY PLAN INFORMATION.

3. REFER TO SHEETS S-201 AND S-501 FOR PRECAST CONCRETE WALL STRUCTURAL DETAILS.

PROTECTION FOR INDIANA AND SECTION 02 41 00 DEMOLITION.

2. DEMOLISH AND DISPOSE OF EXISTING FENCING AS SPECIFIED IN SECTION 01 57 20.02 03 ENVIRONMENTAL

PROTECTION FOR INDIANA AND SECTION 02 41 00 DEMOLITION.

DEMOLISH AND DISPOSE THE REMOVED MATERIALS AS SPECIFIED IN SECTION 01 57 20.02 03 ENVIRONMENTAL

BETWEEN STATION W23+40 AND STATION W23+70 AND BETWEEN STATION 24+30 AND STATION 24+35.

1. DEMOLISH AND REMOVE CONCRETE-PAVERS SIDEWALK PRESENT ALONG BASE OF EXISTING FENCE LINE

NOTES:

APRON (TO REMAIN)

ABANDONED CONCRETE

EXISTING SIDEWALK

PROCESS.

CLOSURES THROUGH THEIR "TRAFFIC CLOSURE REPORT"

INDOT PERMIT AND COORDINATE WITH INDOT FOR LANE

INDIANAPOLIS BOULEVARD. CONTRACTOR SHALL COMPLY WITH

6. EASTERN WORK LIMITS ARE ALONG THE CENTERLINE OF

10' 20'0

HORIZONTAL -

586.5'

587.0'

587.0' 587.2' 587.3'

587.4' 587.4' 587.5'

587.5'

587.6'

588.2'

589.0'

589.1' 589.5'

591.7'591.6'

591.7'

589.6'

590.2' 590.2' 590.5' 590.8'

EXISTING ROAD

EXISTING EXTRACTION WELL

EXISTING ENTRANCE RAMP

EXISTING CONCRETE CULVERT

EXISTING DITCH

WALL / EXISTING FENCE

PROPOSED PRECAST CONCRETE

EXISTING GROUNDLINE/ FINISHED GRADE

THEORETICAL TOP OF WALL, 8FT MIN ABOVE FINISHED GRADE

EXISTING SLURRY WALL

EXISTING ELECTRICAL

EQUIPMENT

CONTROL PEDESTAL &

PROPOSED ACCESS

GATE/ EXISTING GATE

PROPOSED AUTOMATED

PROPOSED 30' STAINLESS STEEL LIGHT POLES

CCTV TOWER

PROPOSED

SEE NOTE 1.

EXISTING LIGHT POLE

BOLLARDS

PROPOSED

SEE NOTE 2

BOLLARDS

PROPOSED

EXISTING GRAVEL

EDGE OF INDIANAPOLISH BOULEVARD

E - 2844055.339

2333489.160N - 2844055.424E -

2333522.521N -

EXISTING ELECTRIC

PROPOSED SECURITY FENCE

C B

EE MM

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

25+10 25+20 25+30 25+40…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it.