W912P619B0023_113151_DB_Barrier_Road_&_Site_Paving_RTA_Plans_(15-Aug-19).pdf

PDF 32 MB Posted Aug 15, 2019

Attached to: Site Paving Construction Services at the Chicago Sanitary and Ship Canal (Fish Barrier), Lockport, Will County, Illinois
Solicitation number: W912P619B0023
Issued by: Department of the Army Corps of Engineers Engineering District Chicago

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File	Type	Posted
AMENDMENT_0004_W912P619B0023_FB_PAVING.pdf	PDF	Sep 16, 2019
USACE_RESPONSES_TO_QUESTIONS_-_DATED_16_SEPTEMBER_2019.pdf	PDF	Sep 16, 2019
AMENDMENT_0003_-_W912P619B0023_FB_PAVING_WITH_ATTACHMENTS.pdf	PDF	Sep 14, 2019
Amendment_0001_W912P619B0023_Site_Paving_Construction_Services_at_the_Chicago_Sanitary_and_Ship_Canal_(Fish_Barrier).pdf	PDF	Aug 30, 2019
W912P619B0023_Site_Paving_Construction_Services_at_the_CSSC_(Fish_Barrier_RTA_SPECS_(15-Aug-19).pdf	PDF	Aug 15, 2019

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LOCATION

PROJECT

CANAL

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

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R O J E

C T I

E N

A M

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

M E

O V

L E

C H

A G

S L

A S

A L L E S

T S

C H

A G

O D

T R

ROMEOVILLE, ILLINOIS

CHICAGO DISTRICT

NN NN

BOUNDARIES

PROJECT

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

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

DATE CHIEF, DESIGN BRANCH DATE

PROJECT MANAGER DATE

JOHN GROBOSKI 9/31/2019

A N

S I

G-001

R A

S H

E E

D M

U H

A M

M A

O L

D K

L U

Z A

®of Engineers

US Army Corps

US Army Corps of Engineers

W P -1

-C

W912P6-19-C

G -0

.d g n

SHEET INDEX

SHEET SHEET TITLE

NUMBER REFERENCE

1. G-001 LOCATION, VICINITY MAP AND SHEET INDEX

2. LEGEND, ABBREVIATIONS AND SYMBOLS

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

G-002

G-003

V-101

C-101

C-102

C-103

C-104

ES-101

ES-102

R-001

R-002

R-003 REFERENCE DRAWING

REFERENCE DRAWING

WORK LIMITS

SURVEY CONTROL AND BENCHMARKS

PROJECT SHEET LAYOUT

CHARLES SHEA 9/31/2019

ES-103

E-501

E-502 ELECTRICAL DETAIL PLAN

ELECTRICAL DETAIL PLAN

KARA MITVALSKY 9/31/2019

C-501

C-502

CIVIL DETAIL

GROUND ACCESS WELL COVER REPLACEMENT PLAN

GROUND ACCESS WELL PLAN VIEW

E P

A V

G F

E L E

C T

H D

P E

R S

A L B

A R

C H

A G

O S

A N

A R

Y S

A N

A L

SITE PAVING - FY19

ELECTRIC FISH DISPERSAL BARRIER

CHICAGO SANITARY SHIP CANAL

C A

L O

N E

R A

N A M

R A P

C-105

C-106

PROPOSED EASTBANK PLAN VIEW PAVING

PAVEMENT CROSS SECTION AND DETAILS

W P -1

-B -0

W912P6-19-B-0023

EXISTING WESTBANK ELEVATION PLAN

EXISTING EASTBANK ELEVATION PLAN

C-503 CIVIL DETAIL

COPPER GRID MESH PLAN

R-004 REFERENCE DRAWING

OPTION 1 - PROPOSED WESTBANK PLAN VIEW PAVING

A U

G U

S T

AUGUST 2019

CERTIFIED FINAL DOCUMENTS - RTA

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

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®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

O J E

C T I

E N

A M

M E

O V

L E

C H

A G

S L

A S

A L L E S

T S

C H

A G

O D

T R

G-002G-002

GENERAL NOTES:

STANDARD ABBREVIATIONS

OR DETAIL

SECTION

LETTER OF

TAKEN

OR DETAIL IS

WHERE SECTION

SHEET NUMBER

SHOWN

OR DETAIL IS

WHERE SECTION

SHEET NUMBER

SECTION MARKER SECTION TITLE SECTION TITLE

OR DETAIL

SECTION

LETTER OF

OR DETAIL

SECTION

NUMBER OF

SHOWN

OR DETAIL IS

WHERE SECTION

SHEET NUMBER

SHOWN

OR DETAIL IS

WHERE SECTION

SHEET NUMBER

TAKEN

OR DETAIL IS

WHERE SECTION

SHEET NUMBER

S1 S1

B A

S5 S5

R-09

STANDARD SYMBOLS

ROAD - GRAVEL

RAILROAD LINE

OVERHEAD POWERLINES

POWER POLE

WORKLIMITS

HAND HOLE

WELL

R A

S H

E E

D M

U H

A M

M A

D R

A S

H E

E D M

U H

A M

M A

G -0

.d g n

O L

D K

L U

Z A

W P -1

-C

A N

S I

O L

D K

L U

Z A

EXISTING FENCE TYPE A

EXISTING FENCE TYPE B

EXISTING FENCE GENERIC

E P

A V

G F

E L E

C T

H D

P E

R S

A L B

A R

C H

A G

O S

A N

A R

Y S

A N

A L

GENERATOR

GROUND ACCESS WELL

WATER PUMP

PAVEMENT

TOP OF CURB

GRADE AT FOUNDATION

FINISH FLOOR

CENTERLINE

FIRE HYDRANT

NORTH AMERICAN VERTICAL DATUM

CORPS OF ENGINEERS

ARMY CORPS OF ENGINEERS

DIGITAL TERRAIN MODEL

CORRUGATED METAL PIPE

REINFORCED CONCRETE PIPE

STEEL SHEET PILE

GEN

NAVD

COE

ACOE

DTM

CMP

RCP

SSP

AC UNIT

TRANSFORMER

REPRESENTATIVE

CONTRACTING OFFICER'S

MANHOLE

VERIFY IN FIELD

PIPE SLOPE

HORIZONTAL

VERTICAL

MINIMUM

NOT TO SCALE

EXPANSION JOINT

CONSTRUCTION JOINT

CRACK CONTROL JOINT

COR

VIF

MIN

NTS

CCJ

STORM WATER CATCH BASIND

R A

N A M

R A P

C A

L O

N E

R A

N A M

R A P

C A

L O

N E

HAND HOLE POWER

BENCHMARK

W P -1

-B -0

A U

G U

S T

CERTIFIED FINAL DOCUMENTS - RTA

ALL NECESSARY ACTIONS TO ASSESS ACTUAL SITE CONDITIONS THE PRIOR TO BIDDING.

10. EXISTING CONDITION MAY VARY OR DIFFER FROM THOSE SHOWN IN THE DRAWINGS, THE CONTRACTOR SHALL TAKE

9. CONTRACTOR SHALL NOTE THAT THE ROAD ADJACENT TO THE BARRIERS IS NOT ALLOWED TO BE SHUT DOWN DURING CONSTRUCTION.

8. CONTRACTOR SHALL NOTE THAT ALL WORK WILL BE PERFORMED ON LAND AND NOT FROM CANAL, VIA BARGE OR BOAT.

AT THAT TIME. ACTUAL CONDITIONS MAY VARY.

7. PLOT OF SURVEY MAY 2019,THE TOPOGRAPHIC AND PLANIMETRIC INFORMATION REPRESENTS CONDITIONS EXISTING

SHOULD PROCEED WITH CAUTION WHILE WORKING IN AND AROUND THE CANAL.

6. CONTRACTOR SHALL BE AWARE THAT THE ELECTRIC BARRIER WILL BE ACTIVE DURING CONSTRUCTION AND

AS APPROVED BY THE GOVERNMENT.

5. ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS AND

4. SERVICES OF A REGISTERED LAND SURVEYOR ARE REQUIRED FOR LAYOUT OF WORK LIMITS AND FENCE LINE.

3. THE CONTRACTOR SHALL PERFORM ALL WORK WITHIN THE SPECIFIED WORK LIMITS.

2. SEE SHEET V-001 FOR MORE INFORMATION ABOUT SURVEY HORIZONTAL AND VERTICAL DATUMS.

1. ON-SITE ACTIVITIES SHALL NOT BEGIN PRIOR TO MAY 1, 2020.

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

R O

M E

O R

O A

D T

H S

CHICAGO SANITARY SHIP CANAL

C-102

C-103 / ES-102 / ES-103

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U .S

A R

M Y C

O R

P S O

F E

N G

E E

O J E

C T I

E N

A M

M E

O V

L E

C H

A G

S L

A S

A L L E S

T S

C H

A G

O D

T R

G-103G-103

K E

Y M

A P

R A

S H

E E

D M

U H

A M

M A

K E

Y M

A P

R A

S H

E E

D M

U H

A M

M A

G -1

.d g n

W P -1

-C

O L

D K

L U

Z A

A N

S I

O L

D K

L U

Z A

PROJECT SHEET LAYOUT

SCALE: 1" = 100' 100' 200'0

NORTH

PLAN

TRUE N

E P

A V

G F

E L E

C T

H D

P E

R S

A L B

A R

C H

A G

O S

A N

A R

Y S

A N

A L

R A

N A M

R A P

C A

L O

N E

R A

N A M

R A P

C A

L O

N E

P R

O J E

C T S

H E

E T L

A Y

O U

T P

R O J E

C T S

H E

E T L

A Y

O U

W P -1

-B -0

A U

G U

S T

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

USACE 22

USACE 2 USACE 1

CHICAGO SANITARY SHIP CANAL

R O

M E

O R

O A

D T

H S

T R

A V

E R

S E S

T A

K U

S A

C E

T R

A V

E R

S E S

T A

K U

S A

C E

T R

A V

E R

S E S

T A

K U

S A

C E

HORIZONTAL & VERTICAL CONTROL POINTS

POINT

IL EAST NAD83 STATEPLANE COORDINATES

NORTHING (Y) EASTING (X) NAVD88

ELEV. ELEV.

DESCRIPTION

1812462.75 1058840.11 BRASS USACE DISKUSACE1 586.084

USACE2 1812138.26 1058811.6 585.803 BRASS USACE DISK

1811810.63 1058019.67 BRASS USACE DISKUSACE22 600.36

GENERAL NOTES

CURRENT CONDITIONS

AERIAL PHOTOGRAPH IS FROM 2018 AND DOES NOT REPRESENT5.

MONUMENTS AE2554 AND AE2535.

ALL HORIZONTAL CONTROL POINTS ARE REFERENCED TO NGS 4.

VERTICAL DATUM (NAVD) OF 1988 (U.S. FEET).

ALL ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN3.

(NAD) 1983 (U.S. FEET).

PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM

ALL COORDINATES SHOWN ARE REFERENCED TO THE ILLINOIS STATE2.

COST ACCORDINGLY IN THE BID.

THE EXISTING CONDITIONS AT THE TIME OF BIDDING, AND INCLUDE

THE CONTRACTOR SHALL TAKE ALL NECESSARY ACTIONS TO ASSESS

DURING CONSTRUCTION MAY VARY AND DIFFER FROM THOSE SHOWN.

REPRESENTS CONDITIONS EXISTING AT THAT TIME. EXISTING CONDITIONS

2019 SURVEY PERFORMED BY AMERICAN SURVEYING & ENGINEERING

THE SURVEY CONDITIONS SHOWN ON THESE DRAWINGS ARE FROM A1.

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U .S

A R

M Y C

O R

P S O

F E

N G

E E

O J E

C T I

E N

A M

M E

O V

L E

C H

A G

S L

A S

A L L E S

T S

C H

A G

O D

T R

V-101V-101

S H

E E

D M

U H

A M

M A

D R

A S

H E

E D M

U H

A M

M A

V -1

.d g n

O L

D K

L U

Z A

O L

D K

L U

Z A

A N

S I

W P -1

-C

SCALE: 1" = 100' 100' 200'0

NORTH

PLAN

TRUE N

E P

A V

G F

E L E

C T

H D

P E

R S

A L B

A R

C H

A G

O S

A N

A R

Y S

A N

A L

R A

N A M

R A P

C A

L O

N E

R A

N A M

R A P

C A

L O

N E

S U

R V

E Y C

O N

T R

O L A

N D B

E N

C H

M A

R K

S S

U R

V E

Y C

O N

T R

O L A

N D B

E N

C H

M A

R K

SURVEY CONTROL AND BENCHMARKS

W P -1

-B -0

A U

G U

S T

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

ACCESS ROAD

ACCESS ROAD UNDER BRIDGE

WLE-01

WLW-01

(APPROXIMATELY 280' X 70')

FENCING STORAGE AREA

TEMPORARY CONSTRUCTION,

STAGING, LAY DOWN YARD,

CHICAGO SANITARY SHIP CANAL

R O

M E

O R

O A

D T

H S

WLW-02

WLW-03

WLW-04

WLW-05

WLW-06

WLW-07

WLW-08

WLW-09

WLW-10

WLW-11

WLW-12

WLW-13

WLE-02

WLE-04

WLE-06

WLE-03

WLE-05

WLE-07

WLE-08

WLE-09

WLE-10

WLE-13

WLE-12

WLE-11

WLE-14

WLE-15

WLE-16

TEMPORARY GRAVEL

STOCKPILE

STORAGE AREA

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U .S

A R

M Y C

O R

P S O

F E

N G

E E

O J E

C T I

E N

A M

M E

O V

L E

C H

A G

S L

A S

A L L E S

T S

C H

A G

O D

T R

C-101C-101

W O

R K L

W O

R K L

R A

S H

E E

D M

U H

A M

M A

D R

A S

H E

E D M

U H

A M

M A

C -1

.d g n

O L

D K

L U

Z A

O L

D K

L U

Z A

A N

S I

W P -1

WORK LIMITS BASE CONTRACT WESTSIDE

NAME NORTHING EASTING

WORK LIMITS BASE CONTRACT EASTSIDE

SCALE: 1" = 100' 100' 200'0

NORTH

PLAN

TRUE N

E P

A V

G F

E L E

C T

H D

P E

R S

A L B

A R

C H

A G

O S

A N

A R

Y S

A N

A L

R A

N A M

R A P

C A

L O

N E

R A

N A M

R A P

C A

L O

N E

HIGHER THAN 10 ft in ELEVATION.

STOCKPILE AREA NOT1.

NOTES:

WORKS LIMITS

W P -1

-B -0

1812023.03

1812398.44

1812638.49

1813341.00

1813318.86

1812816.10

1812089.01

1811944.53

1811728.03

1811725.80

1811755.90

1811744.97

1811784.94

NORTHING

WLW-13

WLW-12

WLW-11

WLW-10

WLW-09

WLW-08

WLW-07

WLW-06

WLW-05

WLW-04

WLW-03

WLW-02

WLW-01

NAME

1058430.17

1058303.69

1058636.32

1058690.23

1058939.24

1058901.19

1058844.86

1058833.77

1058817.30

1058726.95

1058727.17

1058404.25

1058402.89

EASTING

1811094.66

1811764.47

1812063.91

1812394.60

1812742.91

1813021.27

1813304.68

1813523.16

1813634.37

1813620.85

1813010.49

1812733.64

1812390.71

1812063.50

1811766.90

1811094.66

1058929.84

1058980.43

1059003.41

1059028.78

1059055.50

1059076.86

1059098.60

1059120.60

1059133.70

1059249.24

1059145.25

1059105.75

1059071.85

1059054.80

1059052.17

1059037.46

WLE-16

WLE-15

WLE-14

WLE-13

WLE-12

WLE-11

WLE-10

WLE-09

WLE-08

WLE-07

WLE-06

WLE-05

WLE-04

WLE-03

WLE-02

WLE-01

A U

G U

S T

ELEVATION = 585.1

EXISTING CATCH BASIN

ELEVATION = 585.1

EXISTING CATCH BASIN

585.2

585.9 586

586.3

586.9

585.1

585.5

585.1

584.9

585.7

585.1

584.9

585.4 585.4

586.4 586

585.6585.7

586.2

585.1

585.3

585.5

585.2

585.4

585.2

585.7

585.2

585.1

585.2

586.1 585.4

585.4585.5 585.3585.3

586 585.9

585.6585.6

585.4

585.5

584.9

585.3585.4

585.2 585.5585.2 585.3

585.9

585.3 585.3

585.2

584.9

585.5

585.1

584.9

585.5 585.3585.8 585.6

585.3 585.4

585.2

585.1

585.2

585.1

585.2

585.5

585.7

585.3

585.7

585.5

585.9 586.3

585.2

585.1585.1585.1585.2

585.3

585.1 585.1

585.4 585.4

585.5

585.5 585.4

585.6

585.7 585.9

585.9

586.5 586.8

587.5 587.8

588.5 588.8

589.6 589.8589.4589.1

588.1587.8

587.2587.1

586.4 586.4

585.7 585.8

585.7

585.4 585.3 585.3 585.3 585.3 585.3 585.3 585.1

585.2

585.3

585.1585.1

585.2

585.3

585.1 585.4 585.3 585.2 585.2 585.2

585.2 585.2 585.3

585.1 585.1 584.9 584.9 584.9

585.3 585.4

585.1

585.6

585.3

585.8

585.4 585.5

585.5 585.5

586.1

585.5 585.5 585.5 585.2 585.2

585.1

585.1585.1585585585584.9584.9584.9584.8584.8584.8584.8584.9584.9584.9584.9

585.3585.4585.5

585.6 585.5

585.6

585.6585.6

585.9

586.6 586.5 586.5

586.9

587.7

588.4 588

587.5

586.8

587.9 588

587.2 587

586.6 586.3

586.3

585.9

585.6 585.6

585.5

585.5 585.5 585.4

585.5

585.6

585.9

585.6

586.2 586.1

587 586.8

587.8 587.6 587.4

586.5

586.1

585.6

585.4

585.6

585.7

585.8

585.5 585.4

585.5

585.7 585.6

585.3

585.6

586 585.9

586.5 586.5

587.3 587.2 587.1

586.4

585.9

585.3 585.3

585.3 585.2

585.1

585.4 585.2

585.5 585.4

585.7

586.3

587 586.7

585.5

586.5

585.7

585.4

586.1 585.8

585.5 585.4

585.3

585.8

585.4

585.7 585.5 585.7 585.9 586.2 586.3

586.3 586.5 586.7

587.7

588.5

587.5

588.7

587.5

588.7 588.8 588.9

587.6 587.7 587.7

587 587 587 587.1

586.7 586.5 586.5 586.4 586.4

586.3 586.2 586.1

585.5 585.8

585.3 585.3

585.7

585.2 585.2 585.2

585.1

585.1 585.1

584.9 584.8 585.1

584.9

585 585 585 585

584.9 584.9

585.2585.1 585.2

585.1

585.2

585585585

585 585.1

585.1 585.1 585.1 585.1 585.1 585.2

585.4

585.8 585.9 585.9

585.5

585.9

585.2 585.3

585.6

585.9 586 586 586

585.7

585.4 585.4

585.3

585.1 585.2

585.1

585.2

585.3 585.3 585.3

585.2

585.4 585.4

585.4 585.5

585.5 585.5 585.6 585.6 585.6

585.6

585.9 585.8

586.2

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

H H

G R

A V E L

A T

BUILDING

CONC WALK

G A

T E

GATE

GEN

X 500.2 EXISTING ELEVATIONS

EASTSIDE PAVING - OUTLINE

WESTSIDE PAVING - OUTLINE

EXISTING ELEVATION PLAN LEGEND

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C T I

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A G

S L

A S

A L L E S

T S

C H

A G

O D

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C-102C-102

S H

E E

D M

U H

A M

M A

D R

A S

H E

E D M

U H

A M

M A

SCALE: 1" = 20' 20' 40'0

NORTH

PLAN

TRUE N

C -1

.d g n

W P -1

-C

O L

D K

L U

Z A

A N

S I

O L

D K

L U

Z A

E P

A V

G F

E L E

C T

H D

P E

R S

A L B

A R

C H

A G

O S

A N

A R

Y S

A N

A L

R A

N A M

R A P

C A

L O

N E

R A

N A M

R A P

C A

L O

N E

EXISTING WESTBANK ELEVATION PLAN

E X

G W

E S

T B

A N

K E

L E

V A

N P

L A

N E

G W

E S

T B

A N

K E

L E

V A

N P

L A

W P -1

-B -0

A U

G U

S T

CATCH TRENCH BASIN

EXISTING STORM WATER

ELEVATION = 586.2

EXISTING CATCH BASIN

ELEVATION = 584.9

EXISTING CATCH BASIN

ELEVATION = 583.3

EXISTING CATCH BASIN

586.5

587.2

587.6

587.8

586.8

587.3

587.5

588.2

587.8

588.7

587.7

588.4

587.6

587.7

587.4

587.2

586.3

586.8584.5586.1

586.3

585.1

584.5

584.2

586 586586586

585.5

586586

587.2

585.9 587.1

585.2585.5 585.3 585.4 586.2 586.7585.8 587.1 587.2587 587

587.7587.9 587.5587.3586.8 588.1587.8586.3585.6585.3585.3 586585.8

586.7

587.2

587.6

588588.4

587.7

587.9

587.6

587.5587.4

587.2

586.9

587.9587.8587.6587.1

586.7

586.6

586.2

585.9

586.4

586.3

585.6

585.4

584.3

586586

584.2

584.6

585.2

585.7

584.5

583.8

586.4

586.7586.9

587.1

587.3587.3

587.6

587.7587.8587.7588.2588.3588.4

588.8

587.8

587.4

587.4587.5587.3587.3

587.6

587.4587.4587.4587.3587.5587.4

587 587

586.5

586.2

586.8

586.2

587.4

586.4 586.2586.4

587.3587.3

587.1587.2

586.1586.1586.2586.3

587.5586.9587.3587.4587.1586.7586.6586.4

586586586

586.5

587.2

587586.3585.8585.4585.2585.3585.4585.5585.7585.8586.2

586.1 584.4

583.3

584.3 585 584.8 585.6 586.4

586585.1583.7

586.2586.1585.9585.8585.6585.5585.6585.8585.3585.2585.2

585.4

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

E E E E E E

PARKING

BIT

CONC. WALK CONC. WALK

CONC. WALK

TOP OF RAILS

GATEGATE

GATE

G E

N E

R A

T O

G E

N E

R A

T O

SUBSTATION

COMED

(CGBP)

CONTROL GEAR BACKUP POWER

TR TR

BARRIER

BUILDING

DEMONSTRATION

DUCT BANK

ROAD

ROAD ROAD

AC AC

G E

BUILDING

BARRIER 1

PERMANENT

X 500.2 EXISTING ELEVATIONS

EASTSIDE PAVING - OUTLINE

WESTSIDE PAVING - OUTLINE

EXISTING ELEVATION PLAN LEGEND

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C T I

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C H

A G

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C-103C-103

S H

E E

D M

U H

A M

M A

D R

A S

H E

E D M

U H

A M

M A

SCALE: 1" = 20' 20' 40'0

NORTH

PLAN

TRUE N

W P -1

-C

C -1

.d g n

O L

D K

L U

Z A

A N

S I

O L

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R A

N A M

R A P

C A

L O

N E

R A

N A M

R A P

C A

L O

N E

W P -1

-B -0

EXISTING EASTBANK ELEVATION PLAN

E X

G E

A S

T B

A N

K E

L E

V A

N P

L A

N E

G E

A S

T B

A N

K E

L E

V A

N P

L A

A U

G U

S T

70' 72'

74'

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

MATCH EXISTING GRADE

GRADUALLY SLOPE TO

PIPE @ 1.0% MIN SLOPE. SEE NOTES AND DETAIL.

INSTALL CATCH BASIN WITH 12" PVC DISCHARGE

STRUCTURE WITH NEW CATCH BASIN.

INSTALL 12" DRAINAGE PIPE TO CONNECT EXISTING

CURB AND GUTTER

PIPE @ 1.0% MIN SLOPE TO CANAL. SEE NOTES AND DETAIL.

INSTALL CATCH BASIN WITH 12" PVC DISCHARGE

SEE NOTES AND DETAIL.

INSTALL CATCH BASIN

MATCH EXISTING GRADE

GRADUALLY SLOPE TO

CURB AND GUTTER

E = 1058731.15

N = 1811935.11

T/P 585.60

T/C 586.10 E = 1058734.65

N = 1812035.89

T/P 586.1

T/C 586.6

E=1058735.93

N=1812074.61

T/P 585.66

T/C 586.16

E = 1058727.43

N = 1812136.45

T/P 585.6

T/C 586.1

E = 1058719.39

N = 1812188.26

T/P 585.25

T/C 585.75 E = 1058707.61

N = 1812236.78

T/P 585.15

T/C 585.65

E = 1058705.95

N = 1812250.47

T/P 585.15

T/C 585.65 E = 1058711.08

N = 1812324.38

T/C 585.5

E = 1058765.45

N = 1812319.62

T/P 585.00

E = 1058819.83

N = 1812314.85

T/C 585.3

E = 1058814.53

N = 1812231.15

T/P 584.8

T/C 585.3

E = 1058792.61

N = 1812212.07

T/P 584.39

E = 1058790.14

N = 1812183.98

T/P 584.39

E = 1058808.27

N = 1812132.12

T/P 584.8

T/C 585.3

E = 1058776.08

N = 1812032.26

T/P 585.70

E = 1058795.11

N = 1812060.82

T/P 585.30E = 1058790.63

N = 1812000.61

T/P 585.30

E = 1058820.36

N = 1812058.76

T/C 585.39

E = 1058815.88

N = 1811998.55

T/C 585.43

E = 1058829.58

N = 1812112.46

T/P 584.60

E = 1058814.61

N = 1811927.80

T/P 584.69

T/C 585.02

INSTALL CURB & GUTTER

CURB & GUTTER

INSTALL

& R-102 FOR DETAILS

DUCT BANK, SEE SHEET R-101

EXISTING UNDERGROUND

H H

G R

A V E L

A T

BUILDING

CONC WALK

G A

T E

GATE

GEN

PAVING LEGEND

X 500.2 EXISTING ELEVATIONS

EASTSIDE PAVING - APPROXIMATELY 26,063 SQUARE FEET

WESTSIDE PAVING - APPROXIMATELY 34,332 SQUARE FEET

FOR PAVEMENT JOINT DETAILS SEE SHEET C-503.8.

FOR MORE DETAILS ABOUT CATCH BASINS SEE SHEET C-501 AND C-502.7.

EXCAVATION TO NOT DAMAGE BURIED WIRE.

4/0 COPPER WIRE (NOT SHOWN IN DRAWING). USE CAUTION DURING

ALL EXISTING GROUND RODS ARE CONNECTED TO EACH OTHER BY6.

DRILLING / ROCK EXCAVATION MAYBE NECESSARY.5.

INSTALL 12" DIA. PVC PIPE @ 1.0% MIN SLOP.

CONCRETE STRUCTURE EXISTS, DISCHARGE OPENING LARGE ENOUGH TO4.

WITH COR FOR EXACT LOCATION.

TO ON SITE STOCKPILE LOCATION AS SHOWN ON C-101 COORDINATE

USE EXISTING GRAVEL AS BACKFILL. ANY SPOILS TO BE RELOCATED3.

GRADE TO FENCE LINE.

GUTTER. BACK OF CURB AREA SHOULD BE MATCHED TO EXISTING

PAVEMENT OFF SET 5' FROM FENCE ON WEST SIDE WITH CURB AND 2.

TOP OF PAVEMENT.

MANHOLES AND HANDHOLES SHALL BE BROUGHT FLUSH WITH

ALL EXISTING UNDERGROUND UTILITY OR GROUNDING ACCESS1.

NOTES:

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C-104C-104

S H

E E

D M

U H

A M

M A

D R

A S

H E

E D M

U H

A M

M A

SCALE: 1" = 20' 20' 40'0

NORTH

PLAN

TRUE N

C -1

.d g n

W P -1

-C

O L

D K

L U

Z A

A N

S I

O L

D K

L U

Z A

E P

A V

G F

E L E

C T

H D

P E

R S

A L B

A R

C H

A G

O S

A N

A R

Y S

A N

A L

R A

N A M

R A P

C A

L O

N E

R A

N A M

R A P

C A

L O

N E

P R

O P

O S

E D W

E S

T B

A N

K P

L A

N V

W P

A V

G P

R O

P O

S E

D W

E S

T B

A N

K P

L A

N V

W P

A V

W P -1

-B -0

OPTION 1 - PROPOSED WESTBANK PLAN VIEW PAVING

O P

A U

G U

S T

CERTIFIED FINAL DOCUMENTS - RTA

C -1

CATCH TRENCH BASIN

EXISTING STORM WATER

E = 1059141.10

N = 1813623.25

T/P 586.26

E = 1059182.88

N = 1813620.51

T/P 587.00

E = 1059230.36

N = 1813617.33

T/P 587.50

E = 1059224.78

N = 1813535.07

T/P 587.20

SEE NOTE

AROUND ComEd SUBSTATION

INSTALL CURB AND GUTTER

E = 1059214.50

N = 1813429.37

T/P 587.00

E = 1059207.59

N = 1813370.85

T/P 586.5

E = 1059197.55

N = 1813299.79

T/P 586.20

E = 1059187.73

N = 1813238.06

T/P 586.10

E = 1059151.90

N = 1813243.13

T/P 584.60

E = 1059175.44

N = 1813184.93

T/P 585.20 E = 1059148.64

N = 1813185.14

T/P 585.60

T/C 586.10

INSTALL RETAINING WALL

EXISTING PVC PIPE

CLEAR DEBRIS BLOCKAGE FROM

EXISTING RIM ELEVATION = 583.7

E = 1059116.78

N = 1813257.34

T/P 584.20

EXISTING RIM ELEVATION = 583.7

@ 1.0% MIN SLOPE

REPLACE 6" PVC PIPE WITH 12" PVC PIPE

EXISTING CATCH BASIN

E = 1059107.51

N = 1813299.68

T/P 586.05

E = 1059118.64

N = 1813441.36

T/P 586.10

E = 1059125.40

N = 1813503.78

T/P 586.20

REMOVE ALL JERSEY BARRIERS

SEE SHEET C-106

INSTALL RETAINING WALL

SEE NOTE

INSTALL BOLLADS (8)

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

E E E E E E

PARKING

BIT

CONC. WALK CONC. WALK

CONC. WALK

TOP OF RAILS

GATEGATE

GATE

G E

N E

R A

T O

G E

N E

R A

T O

SUBSTATION

COMED

(CGBP)

CONTROL GEAR BACKUP POWER

TR TR

BARRIER

BUILDING

DEMONSTRATION

DUCT BANK

ROAD

ROAD ROAD

AC AC

G E

BUILDING

BARRIER 1

PERMANENT

PAVING LEGEND

X 500.2 EXISTING ELEVATIONS

EASTSIDE PAVING - APPROXIMATELY 26,063 SQUARE FEET

WESTSIDE PAVING - APPROXIMATELY 34,332 SQUARE FEET

EXCAVATION TO NOT DAMAGE BURIED WIRE.

4/0 COPPER WIRE (NOT SHOWN IN DRAWING). USE CAUTION DURING

ALL EXISTING GROUND RODS ARE CONNECTED TO EACH OTHER BY10.

EXISTING CONDITIONS.

BETWEEN CONCRETE PADS. SEE PHOTO 1 FOR MORE DETAILS SHOWING

ON BOTH SIDES OF EACH GENERATOR CONTRACTOR SHALL FILL AREAS9.

SHEET C-503.

INSTALL BOLLARDS ON EACH EXTERIOR CORNERS, FOR MORE DETAILS SEE8.

DRILLING / ROCK EXCAVATION MAYBE NECESSARY.7.

INSTALL 12" DIA. PVC PIPE @ 1.0% MIN SLOP.

CONCRETE STRUCTURE EXISTS, DISCHARGE OPENING LARGE ENOUGH TO6.

WITH COR FOR EXACT LOCATION.

TO ON SITE STOCKPILE LOCATION AS SHOWN ON C-101 COORDINATE

USE EXISTING GRAVEL AS BACKFILL. ANY SPOILS TO BE RELOCATED5.

GRADE TO FENCE LINE.

GUTTER. BACK OF CURB AREA SHOULD BE MATCHED TO EXISTING

PAVEMENT OFF SET 5' FROM FENCE ON WEST SIDE WITH CURB AND 4.

OFFSET BACK OF CURB 3' OFF ALL SIDES OF COMED FENCE.3.

SHOWN IN THE REFERENCE DRAWINGS.

REINSTALL FENCE TO MATCH FENCE PRIOR TO REMOVAL AND AS

AREA ONCE PAVING IS COMPLETE AND CONCRETE HAS CURED

DISASSEMBLE TYPE B FENCE AND MOVE TO DESIGNATED STORAGE2.

TOP OF PAVEMENT.

MANHOLES AND HANDHOLES SHALL BE BROUGHT FLUSH WITH

ALL EXISTING UNDERGROUND UTILITY OR GROUNDING ACCESS1.

NOTES:

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P S O

F E

N G

E E

O J E

C T I

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C H

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C-105C-105

S H

E E

D M

U H

A M

M A

D R

A S

H E

E D M

U H

A M

M A

SCALE: 1" = 20' 20' 40'0

NORTH

PLAN

TRUE N

W P -1

-C

C -1

.d g n

O L

D K

L U

Z A

A N

S I

O L

D K

L U

Z A

T/P 587.50

T/P 586.26

T/P 586.15T/P 586.10T/P 586.05

T/P 584.20

T/P 585.20

T/P 586.20 T/P 587.00

E P

A V

G F

E L E

C T

H D

P E

R S

A L B

A R

C H

A G

O S

A N

A R

Y S

A N

A L

R A

N A M

R A P

C A

L O

N E

R A

N A M

R A P

C A

L O

N E

P R

O P

O S

E D E

A S

T B

A N

K P

L A

N V

W P

A V

G P

R O

P O

S E

D E

A S

T B

A N

K P

L A

N V

W P

A V

PROPOSED EASTBANK PLAN VIEW PAVING

SCALE: NTS

PHOTO 1 DETAIL

W P -1

-B -0

A U

G U

S T

CERTIFIED FINAL DOCUMENTS - RTA

C -1

FIBER REINFORCED CONCRETE

SUBBASE

STONE CA-6

FIBER REINFORCED CONCRETE

SUBBASE

STONE CA-6

SUBBASE

STONE CA-6

FIBER REINFORCED CONCRETE

SUBBASE

STONE CA-6

SEE DETAIL 1

CONCRETE CURB AND GUTTER

SUBBASE

STONE CA-6

#4 @ 12"

SEE DETAIL 1

CONCRETE PAVEMENT

MATCH SLOPES

FENCE

WALK

CONCRETE

EXISTING

VARIES

HEIGHT

CONCRETE PAVEMENT

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

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C-106C-106

S H

E E

D M

U H

A M

M A

D R

A S

H E

E D M

U H

A M

M A

W P -1

-C

C -1

.d g n

O L

D K

L U

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A N

S I

O L

D K

L U

Z A

T Y

A L S

E C

N S

T Y

A L S

E C

N S

1'-0"

1'-2" R 4"

R 2"

8" 8"

R 2" R 4"

GROUND ELEV.

8" 8"

E P

A V

G F

E L E

C T

H D

P E

R S

A L B

A R

C H

A G

O S

A N

A R

Y S

A N

A L

10"10"

APPROX 1% APPROX 1%

10"

SCALE: NTS

DETAIL - CURB AND GUTTER

SCALE: NTS

DETAIL - RETAINING WALL

FILL

R A

N A M

R A P

C A

L O

N E

R A

N A M

R A P

C A

L O

N E

SUBBASE UNDER CONCRETE AS SHOWN ON DETAILS.

NO SOLID ROCK IS ENCOUNTERED, CONTRACTOR SHALL USE

REINFORCED CONCRETE AND CONSTRUCT WITHOUT SUBBASE). IN CASE

CUT AND REMOVE MATERIAL TO ACHIEVE NECESSARY GRADE.(8" FIBER

SPECIFIED CONCRETE PAVEMENT BOTTOM ELEVATION, CONTRACTOR SHALL

1. SOLID ROCK ELEVATION VARIES, IF SOLID ROCK IS ENCOUNTERED ABOVE

NOTE:

W P -1

-B -0

SLOPE TO DRAIN

EAST SIDE

N.T.S

TYPICAL CROSS SECTION

WEST SIDE

N.T.S

TYPICAL CROSS SECTION

VARIES SEE NOTE 1

SOLID ROCK ELEVATION

V A

SOLID ROCK

A U

G U

S T

CERTIFIED FINAL DOCUMENTS - RTA

VARIES STONE MATERIAL

GROUND ELEV.

VARIES SEE NOTE 1

SOLID ROCK ELEVATION

GROUND ELEV.

VARIES STONE MATERIAL

VARIES SEE NOTE 1

SOLID ROCK ELEVATION

SOLID ROCK

VARIES

GRAVAL

A T

N N

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N E

D B

D E

S C

M A

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T E

D B

D A

T E

C O

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U E D

A T

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SHEET ID

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A S

A L L E S

T S

C H

A G

O D

T R

C-501C-501

S H

E E

D M

U H

A M

M A

D R

A S

H E

E D M

U H

A M

M A

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CERTIFIED FINAL DOCUMENTS - RTA

E P

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G F

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-B -0

E L E

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H D

P E

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A R

C H

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A N

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A N

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N A M

R A P

C A

L O

N E

R A

N A M

R A P

C A

L O

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A U

G U

S T

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

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U E D

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SHEET ID

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C H

A G

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A S

A L L E S

T S

C H

A G

O D

T R

C-502C-502

S H

E E

D M

U H

A M

M A

D R

A S

H E

E D M

U H

A M

M A

C -5

.d g n

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O L

D K

L U

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A N

S I

O L

D K

L U

Z A

E T

E P

A V

G F

W P -1

-B -0

E L E

C T

H D

P E

R S

A L B

A R

C H

A G

O S

A N

A R

Y S

A N

A L

R A

N A M

R A P

C A

L O

N E

R A

N A M

R A P

C A

L O

N E

A U

G U

S T

½ S

A W

C U

DETAIL A

DOWEL GREASED ONE SIDE @ 12" O.C.

1.5" Ø x 18" LONG EPOXY COATED SMOOTH

½ S

A W

C U

BUTT CONCRETE SURFACES

DETAIL B

DOWEL GREASED ONE SIDE @ 12" O.C.

1.5" Ø x 18" LONG EPOXY COATED SMOOTH

DETAIL D

ASPHALT

SLAB OR

CONCRETE

EXISTING

DO NOT DOWEL

OR ASPHALT

EXISTING SLAB

DEPTH OF

SURFACE FULL

CREATE VERTICAL

REQUIRED TO

OR ASPHALT AS

SAWCUT SLAB

EXPANSION JOINT FILLER

OVER BACKER ROD OVER

JOINT SEALANT (¼" RECESS)

DRILL AND GROUT

CONCRETE PAVEMENT

EXISTING REINFORCED

EXPANSION CAP

GREASE THIS SIDE OF DOWEL

EPOXY COATED @ 12" O.C.

1½" Ø x 18" LONG SMOOTH DOWEL

⅛" INITIAL SAWCUT

¼" SAWCUTBACKER ROD

OVER ⅜" (MIN.) DIA.

JOINT SEALANT

¼" SAWCUT

BUTT CONCRETE SURFACES

BACKER ROD

OVER ⅜" (MIN.) DIA.

JOINT SEALANT

JOINT FILLER

OVER BACKER ROD

(¼" RECESS)

JOINT SEALANT

3'-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

SCALE: 3" = 1' 6"0 3" 1' F4

DETAIL A

SCALE: 1" = 1" 0 1" 2"1/2" F6

SCALE: 3" = 1' 6"0 3" 1' F9

DETAIL B

SCALE: 1" = 1" 0 1" 2"1/2"

SCALE: 3" = 1' 6"0 3" 1' A9

DETAIL D

SCALE: 1" = 1" 0 1" 2"1/2"

EXPANSION JOINT @ EXISTING PAVEMENT

ISOLATION JOINT @ EXISTING CONCRETE SLAB OR ASPHALT

SCALE: NTS

CONSTRUCTION JOINT (CJ)

B1 N.T.S.

WITH CONCRETE, TYP.

STEEL PIPE FILLED

6" EXTRA STRONG

4"+ GRAVEL

CONCRETE, TYP.

BACK FILL WITH

TYPICAL BOLLARD DETAIL

CONTRACTION CONTROL JOINT (CCJ)

3. LONGITUDINAL REINFORCEMENT SHALL BE CURVED AT PAVEMENT BENDS TO MAINTAIN UNIFORM REINFORCEMENT SPACING AND EDGE DISTANCES.

2. MAXIMUM CONTRACTION JOINT SPACING SHALL BE 16 FEET.

INTERMEDIATE CONSTRUCTION JOINTS ARE NOT ALLOWED.

1. IF USED, CONSTRUCTION JOINTS SPACING MUST CORRESPOND WITH NORMAL CONTRACTION JOINT SPACING.

NOTES:

OR VEHICULAR LOADS CAN BE PRESENT AT ISOLATION JOINTS, THE SLAB SHALL BE THICKENED TO 10 INCHES AND TRANSITION BACK TO 8 INCHES OVER A 3'-0" LENGTH.

6. ISOLATION JOINTS SHALL BE PROVIDED WHEREVER THE NEW SLAB ABUTS AN EXISTING STRUCTURE OR FOUNDATION. ISOLATION JOINTS SHALL BE 1/2" IN THICKNESS, FULL DEPTH, AND NOT DOWELED. WHERE TRAFFIC

TO CONTROL CRACKING.

5. CCJ'S SHALL BE ALIGNED AT CORNERS OF EXISTING STRUCTURES TO CONTROL CRACKING. ALTERNATELY, THE CONTRACTOR SHALL PROVIDE 2 - #5 X 3'-0" LONG DIAGONAL BARS ORIENTED 45 DEGREES AT CORNERS

SQUARE WITH THE LENGTH NOT EXCEEDING THE WIDTH BY MORE THAN 25%. CCJ'S MAY BE REPLACED WITH SAW CUT AND SEALED CONSTRUCTION JOINTS AS SHOWN WHERE THE PLACEMENT IS INTERRUPTED.

4. PROVIDE CONTRACTION CONTROL JOINTS (CCJ) AT 16'-0" O.C. MAXIMUM IN BOTH DIRECTIONS FOR THE SLAB. THE CONTRACTION JOINT PATTERN SHOULD DIVIDE THE PAVEMENT INTO PANELS THAT ARE APPROXIMATELY

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A L L E S

T S

C H

A G

O D

T R

C-503C-503

S H

E E

D M

U H

A M

M A

D R

A S

H E

E D M

U H

A M

M A

C -5

.d g n

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O L

D K

L U

Z A

A N

S I

O L

D K

L U

Z A

E T

E P

A V

G F

W P -1

-B -0

E L E

C T

H D

P E

R S

A L B

A R

C H

A G

O S

A N

A R

Y S

A N

A L

R A

N A M

R A P

C A

L O

N E

R A

N A M

R A P

C A

L O

N E

A U

G U

S T

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

GRXX

GROUND ACCESS WELL LEGEND

GROUND ACCESS WELL TO BE REPLACED

GR39

GR38

GR37

GR36

GR35

GR34

GR33

GR32

GR31

GR30

GR29

GR28

GR27

GR26

GR25

GR24

GR23

GR22

GR21

GR20

GR19

GR18

GR17

GR16

GR15

GR14

GR13

GR12

GR11

GR10

GR09

GR08

GR07

GR06

GR05

GR04

GR03

GR02

GR01

NAME

POINT

1811815.654

1811868.359

1811899.396

1811939.344

1811979.752

1812020.257

1812058.184

1812097.329

1812120.750

1812174.468

1812212.700

1812254.327

1812293.074

1812337.301

1812371.945

1812401.158

1812435.325

1812489.319

1812529.064

1812569.476

1812610.177

1812648.607

1812689.864

1812728.695

1812767.024

1812803.937

1812845.102

1812886.508

1812927.507

1812964.030

1813004.841

1813044.302

1813083.271

1813121.835

1813157.932

1813202.558

1813230.676

1813269.467

1813290.612

NORTHING (Y)

1058782.736

1058786.648

1058790.256

1058776.478

1058786.057

1058782.139

1058787.683

1058796.920

1058792.996

1058813.142

1058817.199

1058819.616

1058823.356

1058826.613

1058829.657

1058832.575

1058833.985

1058842.299

1058845.800

1058848.464

1058853.019

1058857.819

1058863.023

1058866.696

1058869.393

1058867.027

1058865.256

1058868.217

1058872.153

1058875.871

1058878.926

1058882.025

1058885.349

1058888.115

1058893.743

1058897.892

1058900.165

1058901.849

1058908.080

EASTING (X)

GR62

GR61

GR60

GR59

GR58

GR57

GR56

GR55

GR54

GR53

GR52

GR51

GR50

GR49

GR48

GR47

GR46

GR45

GR44

GR43

GR42

GR41

GR40

NAME

POINT

1811554.920

1811605.712

1811649.083

1811677.338

1811690.024

1811720.618

1811808.662

1811808.914

1811829.546

1811852.442

1812038.472

1812068.985

1812111.376

1812158.006

1812196.629

1812479.151

1812515.088

1812556.408

1812597.380

1812635.227

1811739.820

1811776.453

1811813.816

NORTHING (Y)

1058988.766

1059034.915

1059031.086

1059030.351

1059002.671

1059006.447

1059008.742

1059022.321

1059044.215

1059045.026

1059047.084

1059048.655

1059050.068

1059051.952

1059053.836

1059078.980

1059082.105

1059085.056

1059088.181

1059092.174

1058766.602

1058774.464

1058796.203

EASTING (X)

GROUND ACCESS WELL LOCATION TABLE

SECTION 28 05 26.00 40

NEW HIGH DENSITY POLYMER CONCRETE WELLS PER SPECIFICATION

ON GROUND ACCESS WELL LOCATION TABLE. PROVIDE AND INSTALL

REMOVE AND DISPOSAL OF EXISTING GROUND ACCESS WELLS SHOWN1.

NOTES:

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ES-101ES-101

SCALE: 1" = 100' 100' 200'0

NORTH

PLAN

TRUE N

S -1

.d g n

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C C

E S

S W

E L L C

O V

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C E

M E

N T P

L A

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R O

U N

D A

C C

E S

S W

E L L C

O V

E R R

E P

L A

C E

M E

N T P

L A

GROUND ACCESS WELL COVER REPLACEMENT PLAN

E P

A V

G F

E L E

C T

H D

P E

R S

A L B

A R

C H

A G

O S

A N

A R

Y S

A N

A L

R A

N A M

R A P

C A

L O

N E

R A

N A M

R A P

C A

L O

N E

W P -1

-B -0

A U

G U

S T

CERTIFIED FINAL DOCUMENTS - RTA

EEEEEEEEEEEEE

EEEEEEEEEEEEEEEE

E E

EEE

EEEEEEEEEE

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

E E E E E E

PARKING

BIT

CONC. WALK CONC. WALK

CONC. WALK

TOP OF RAILS

GATEGATE

GATE

E N

E R

A T

O R

G E

N E

R A

T O

SUBSTATION

COMED

(CGBP)

CONTROL GEAR BACKUP POWER

TR TR

BARRIER

BUILDING

DEMONSTRATION

DUCT BANK

ROAD

ROAD ROAD

AC AC

G E

BUILDING

BARRIER 1

PERMANENT

WIRE GRID LEGEND

(AROUND ComEd SUBSTATION ONLY)

6" X 6" COPPER MESH - 694 SQUARE FEET

10' X 10' 4/0 COPPER GRID - 26,063 SQUARE FEET

GROUND WIRE. PERFORM WORK IN ACCORDANCE WITH SECTION 28 05 26.00 40.

OF 2 " GRAVEL FILL OVER THE CONDUCTIVE MATERIAL. TIE WIRE MESH TO

MESH, BACKFILL WITH 1 " OF CONDUCTIVE MATERIAL AND PLACE A MINIMUM

STOCKPILE 3" EXISTING GRAVEL FOR REUSE. PLACE 6" X 6" COPPER WIRE

AT THE LOCATIONS FOR 6" X 6" COPPER GRID INSTALLATION, STRIP AND3.

FENCE SHOWN AT A MAXIMUM OF 10 FOOT INTERVALS.

AND TO 6" BY 6" COPPER MESH AROUND THE ComEd SUBSTATION

TO THE GROUNDING SYSTEMS OF ALL ADJACENT STRUCTURES

EXOTHERMICALY WELD AND BOND THE 10' BY 10' WIRE GRID2.

EXOTHERMICALLY WELD WIRES AT ALL INTERSECTIONS.

A 10' BY 10' GRID IN THE AREA SHOWN IN THE DRAWING.

PROVIDE AND PLACE 4/0 STRANDED BARE COPPER WIRE INTO1.

NOTES:

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SCALE: 1" = 20' 20' 40'0

NORTH

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ES-102ES-102

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A L B

A R

C H

A G

O S

A N

A R

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A N

A L

R A

N A M

R A P

C A

L O

N E

R A

N A M

R A P

C A

L O

N E

G R

O U

N D

G C

O P

P E

R G

E S

H P

L A

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R O

U N

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P E

R G

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H P

L A

GROUNDING - COPPER GRID MESH PLAN

W P -1

-B -0

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D B

D A

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C O

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C T N

C H

E C

K E

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D R

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N B

U E D

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2 3 4 5 6 7 8 9 10

SHEET ID

PARKING

BIT

CONC. WALK CONC. WALK

CONC. WALK

TOP OF RAILS

GATEGATE

GATE

E N

E R

A T

O R

G E

N E

R A

T O

SUBSTATION

COMED

(CGBP)

CONTROL GEAR BACKUP POWER

TR TR

BARRIER

BUILDING

DEMONSTRATION

DUCT BANK

ROAD

ROAD ROAD

AC AC

G E

BUILDING

BARRIER 1

PERMANENT

UNDERGROUND UTILITY LEGEND

STORM MAIN PIPE

HIGH VOLTAGE DUCT BANK

MEDIUM VOLTAGE ELECTRICAL DUCT BANK

GROUNDING LINE

GROUND ROD

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EXISTING UNDERGROUND UTILITY AND GROUNDING PLAN

E X

G U

N D

E R

G R

O U

N D U

Y E

G U

N D

E R

G R

O U

N D U

A N

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L A

N A

N D G

R O

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C A

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R A

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C A

L O

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W P -1

-B -0

CERTIFIED FINAL DOCUMENTS - RTA

A U

G U

S T

1'-2"

18"

S O

A T

N N

D E

N E

D B

D E

S C

M A

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S U

B M

T E

D B

D A

T E

C O

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C T N

C H

E C

K E

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D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

GROUND ROD CLAMP

U-BOLT

GROUND

COPP

CONNECTION DETAIL

E-501

GROUND ROD

SCALE: NTS

GROUND ROD

COPPER,

CONDUCTOR

COPPER GROUNDING

E-5xx NOT TO SCALE

COUPLING.

ROD

GROUND

E-5xx E-1xx

FINISH GRADE

GROUND ACCESS WELL DETAIL

E-xx

(EXISTING)

#4/0 BARE COPPER CONDUCTOR.

(EXISTING)

BOLTED CONNECTIONS.

CADWELD TYPE GI LUGS FOR

(8) 9/16" DIA. TAPED HOLES.

3" X 6" X 1/4" COPPER PLATE WITH

HEAVY DUTY COVER

CONDUCTIVE BACKFILL

GROUND ACCESS WELL

12" X 12" X 18"

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001-114466_Fish Barrier Site Paving FY19

002-114466_Fish Barrier Site Paving FY19

003-114466_Fish Barrier Site Paving FY19

004-114466_Fish Barrier Site Paving FY19

005-114466_Fish Barrier Site Paving FY19

006-114466_Fish Barrier Site Paving FY19

007-114466_Fish Barrier Site Paving FY19

008-114466_Fish Barrier Site Paving FY19

009-114466_Fish Barrier Site Paving FY19

010-114466_Fish Barrier Site Paving FY19

011-114466_Fish Barrier Site Paving FY19

012-114466_Fish Barrier Site Paving FY19

013-114466_Fish Barrier Site Paving FY19

014-114466_Fish Barrier Site Paving FY19

015-114466_Fish Barrier Site Paving FY19

016-114466_Fish Barrier Site Paving FY19

017-114466_Fish Barrier Site Paving FY19

018-114466_Fish Barrier Site Paving FY19

019-114466_Fish Barrier Site Paving FY19

020-114466_Fish Barrier Site Paving FY19

021-114466_Fish Barrier Site Paving FY19

022-114466_Fish Barrier Site Paving FY19

File details come from the government source that posted it.