114419_Chicago_Lock_Utility_Relocation_RTA-_PLANS-2016-08-26.pdf

PDF 29 MB Posted Aug 29, 2016

Attached to: CHICAGO LOCK UTILITIES RELOCATION, Chicago Harbor, Chicago, IL (108 N. Streeter Drive)
Solicitation number: W912P6-16-B-0014
Issued by: Department of the Army Corps of Engineers Engineering District Chicago

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THIS FILE CONTAINS THE PROJECT PLANS/DRAWING SHEETS

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File	Type	Posted
AMEND-16-B-0014-0004-CHGO_LOCK-IFB.pdf	PDF	Sep 23, 2016
AMEND-16-B-0014-0004-CHGO_LOCK-IFB.pdf	PDF	Sep 23, 2016
AMEND-16-B-0014-0003-CHGO_LOCK-IFB.pdf	PDF	Sep 21, 2016
AMEND-16-B-0014-CHGO_LOCK-IFB-0002.pdf	PDF	Sep 14, 2016
AMENDMENT_0001_-_W912P616B0014.pdf	PDF	Aug 29, 2016
114419_Chicago_Lock_Utility_Relocation_RTA-SPECS-2016-08-26.pdf	PDF	Aug 29, 2016
114419_Chicago_Lock_Utility_Relocation_RTA-_PLANS-2016-08-26.pdf	PDF	Aug 26, 2016
RTA-SOLICITATION_AND_SPECS-2016-08-26.pdf	PDF	Aug 26, 2016

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SHEET INDEX

NN NN

LOCATION MAP VICINITY MAP

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

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 OFFICIAL

REVIEWED BY:

APPROVED BY:

APPROVAL RECOMMENDED BY:

ATR TEAM LEADER

/S/

/S//S/ pw://COE-LRCPWP02CHI.lrc.ds.usace.army.mil:coe-lrcpwp02chi.lrc.ds.usace.army.mil/Documents/Projects/Chicago Lock Utilities Relocation/30000 - Preconstruction Engineering and Design/30AA0 Engineering and Design/Drawings/CAD_BIM/_Sheets/COVER SHEET, LOCATI

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CHICAGO DISTRICT

CHICAGO, ILLINOIS

CHICAGO LOCK UTILITIES RELOCATION

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of Engineers

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SOLICITATION NO.: W912P6-16-B-0014

CONTRACT NO.:

ISSUE DATE:

W P -1

-B -0

CERTIFIED FINAL

ATR WAIVED

26 AUG 2016

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REFERENCE SHEET EXISTING SANITARY SEWER LINER-00117.

WATER SERVICE AND SANITARY MAIN DETAILM-50116.

DUCT-BANK DETAILSE-50215.

HANDHOLE DETAILSE-50114.

ELECTRICAL SITE PLANE-10113.

PHOTOGRAPHS NEAR END OF PIERCS-30613.

ELECTRICAL TIE-IN LOCATIONS PROFILE VIEWCS-30512.

WATER SERVICE AND SANITARY FORCE MAIN TIE-IN LOCATIONS PLAN VIEWCS-30411.

ELECTRICAL TIE-IN LOCATIONS PLAN VIEWCS-30310.

WATER SERVICE AND SANITARY FORCE MAIN SECTIONSCS-302 9.

TYPICAL SECTION THROUGH THE PIERCS-3018.

SITE PLAN 2 OF 2C-1037.

SITE PLAN 1 OF 2C-1026.

STAGING AND STORAGE LOCATIONC-1015.

SURVEY CONTROL AND BENCHMARKSV-0014.

WORK LIMITSG-0033.

LEGEND, ABBREVIATIONS, AND GENERAL NOTESG-0022.

LOCATION, VICINITY MAP AND SHEET INDEX,G-0011.

REFERENCENUMBER

TITLE SHEET SHEET

JOSEPH SCHMIDT, PE

JEFF ZUERCHER, PE

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LEGEND

STORM MANHOLE

WATER MANHOLE

STANDARD ABBREVIATIONS

TRAFFIC SIGNAL MAST ARM

MONITORING WELL

WATER VALVE VAULT

FIRE HYDRANT

CATCH BASIN

WATER LEVEL

ELECTRIC HANDHOLE

GUY WIRE

TREE

LINE STYLES

SYMBOLS

VERT./HORIZ. ALIGNMENT ABBREVIATIONS

ELECTRICAL MANHOLE

UTILITY POLE

CATCH BASIN ROUND

X-###

DETAIL INDICATOR

X-###

X# SCALE:

DRAWING AREA TITLE

TRIANGULATION POINT

DETAIL IS SHOWN

SHEET WHERE

SECTION IS SHOWN

SHEET WHERE

W.L. AT '( )

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INDEX CONTOUR

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FENCE

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UNDERGROUND POWER CONDUIT

OVERHEAD ELECTRICAL

WATERLINE

TELEPHONE AND 12KV COM ED ELECTRIC CABLE

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WORK POINTWP

WORK LIMITWL

WELL POINTSWLP

VERTICALV

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TYPICALTYP.

STEEL SHEET PILESSP

REINFORCED CONCRETE PIPERCP

PIPE SLOPES

P.O.E. POINT OF END

OCEAN SURVEYS, INC.OSI

NOT TO SCALENTS

NORTH AMERICAN VERTICAL DATUMNAVD

NATURAL WATER LINENWL

NATIONAL GEODETIC VERTICAL DATUMNGVD

MONITORING WELLMW

MINIMUMMIN

MANHOLEMH

LOCAL CONTROL PANELLCP

ILLINOIS DEPARTMENT OF TRANSPORTATIONIDOT

HORIZONTALH

HIGH WATER ELEVATIONHWL

GRATED MANHOLEG.M.H.

GRATE DRAING.D.

GRADE AT FOUNDATIONGF

FIRE HYDRANTFH

FINISH FLOORFF

EXTRACTION WELLEN

EXPANSION JOINTEJ

ELEVATIONELEV

ELECTRICAL MAN HOLEEMH

ELECTRICAL HAND HOLEEHH

DUCTILE IRON PIPED.I.P.

DIGITAL TERRAIN MODELDTM

DIAMETER AT BREAST HEIGHTDBH

DIAMETERDIA.

CORRUGATED METAL PIPECMP

CORPS OF ENGINEERSCOE

CONTRACTING OFFICER'S REPRESENTATIVECOR

CONSTRUCTION JOINTCJ

CENTERLINECL

CATCH BASINCB

ARMY CORPS OF ENGINEERSACOE

EXTERIOR LIGHT/LIGHT POLE

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SANITARY FORCE MAIN

LIFE RING STAIRS

RIPRAP

EXISTING GRASS/EXPOSED EARTH

HORIZONTAL & VERTICAL CONTROL POINT

HORIZONTAL CONTROL POINT

STATIONSTA.

DEGREE OF CURVED

DEFLECTION ANGLE

LENGTHL

RADIUSR

CENTER OF CURVATURECC

POINT OF CURVATUREPC

POINT OF INTERSECTIONPI

POINTPT

SECTION INDICATOR

CHECKERED METAL PLATE

14. SHEET E502 CONTAINS APPROX. LENGTH OF DUCTBANKS.

SANITARY FORCED MAIN IS AN OPTION.

13. THE WORK RELATED TO THE WATER SERVICE AND

DEBRIS, ETC., AS DESCRIBED IN SECTION 01 57 20 ENVIRONMENTAL PROTECTION OF ILLINOIS.

12. THE CONTRACTOR MUST KEEP ALL STREETS CLEAN AND CLEAR OD MUD, STONES,

REQUIREMENTS MANUAL EM 385-1-1.

11. ALL WORK MUST BE IN ACCORDANCE WITH CORPS OF ENGINEERS SAFETY AND HEALTH

TO PRE-CONSTRUCTION CONDITION OR AS SPECIFIED IN THE PLANS AND SPECIFICATION.

10. ALL AREAS AND FACILITIES DISTURBED DUE TO CONSTRUCTION WORK MUST BE RESTORED

DISCREPANCIES BECOME APPARENT, THE COR MUST BE NOTIFIED PRIOR TO START OF WORK.

9. THE CONTRACTOR MUST VERIFY ALL ELEVATIONS SHOWN ON THE DRAWINGS. IF

NO ADDITIONAL COST TO THE GOVERNMENT.

WORK LIMITS. UTILITIES DAMAGED DURING CONSTRUCTION MUST BE REPAIRED OR REPLACED AT

8. THE CONTRACTOR MUST BE RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES WITHIN THE

ANY DISCREPANCIES TO THE COR.

VERIFIED BY THE CONTRACTOR IN THE FIELD. THE CONTRACTOR MUST IMMEDIATELY REPORT

7. UTILITIES AND SITE FEATURES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND MUST BE

PERFORMING ANY EXCAVATION.

6. THE CONTRACTOR MUST CALL J.U.L.I.E AT 811 TO LOCATE UNDERGROUND UTILITIES PRIOR TO

ON THE DRAWINGS.

COMMENCEMENT OF CONSTRUCTION AND MUST COMPARE THE SITE CONDITIONS AS INDICATED

5. THE CONTRACTOR IS RESPONSIBLE FOR EXAMINING ALL SITE CONDITIONS PRIOR TO

BY THE GOVERNMENT.

WITH MANUFACTURERS RECOMMENDATIONS AND AS APPROVED

4. ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE

SPECIFIED WORK LIMITS.

3. THE CONTRACTOR SHALL PERFORM ALL WORK WITHIN THE

AMERICAN VERTICAL DATUM OF 1988 (NAVD88) U.S. FEET.

2. ALL ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH

PLANE COORDINATE SYSTEM, EAST ZONE, NAD 1983.

1. THE HORIZONTAL DATUM IS BASED ON THE ILLINOIS STATE

DIRECTION OF CUT

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pw://COE-LRCPWP02CHI.lrc.ds.usace.army.mil:coe-lrcpwp02chi.lrc.ds.usace.army.mil/Documents/Projects/Chicago Lock Utilities Relocation/30000 - Preconstruction Engineering and Design/30AA0 Engineering and Design/Drawings/CAD_BIM/_Sheets/WORK LIMITS

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WORK LIMITS

SCALE: 1" = 40' 40' 80'0

NOTES:

NEED TO ADJUST TIE IN POINTS IN THE FIELD.

TIE-IN POINTS SHOWN IN THE DRAWINGS. CONTRACTOR MAY

CONDUIT LENGTHS PROVIDED BASED ON LOCATIONS OF THE 2.

HTTP://WWW.WBDG.ORG/CCB/NAVGRAPH/GRAPHTOC.PDF.

HOLE DETAILS AT:

SEE WHOLE BUILDING DESIGN GUIDE FOR MANHOLE AND HAND 1.

STAGING AREA

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1903093.151181856.7612+25A2

1903098.941180856.782+25A1

STATION ALIGNMENT

1903199.971181053.46WL17

1903154.971180897.86WL16

1903154.971181053.47WL15

1903099.561181053.38WL14

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1903094.451181813.99WL11

1903082.751181813.99WL10

1903082.751181846.3WL09

1903103.661181846.3WL08

1903108.831181843.28WL07

1903111.191181838.02WL06

1903111.091181812.24WL05

1903124.721181812.3WL04

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EASTINGNORTHINGNAME

WORK LIMITS

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IL EAST NAD83 STATEPLANE COORDINATES

BRASS DISK

HORIZONTAL & VERTICAL CONTROL POINTS

POINT

NORTHING (Y) EASTING (X)

DESCRIPTION

ELEV.

GENERAL NOTES

L A

K E S

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ILLINOIS STREET

GRAND AVENUE

NAVY PIER

CONTROL POINT

LEGEND

LOCK PARKING LOT

CHICAGO HARBOR

GATE

WEST SECTOR

CONTROL HOUSE

CHICAGO LOCK

GATE

EAST SECTOR

300 0 300 600

SCALE IN FEET

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C-7 N PIER 1953 MSD-1

C-7 1,903,091.14 1,181,013.77 588.024

MSD-1 1,903,092.51 1,181,777.02 587.659

N PIER 1953 1,903,088.56 1,181,339.68 587.862

5. CONVERSION FROM NAVD88-579.03 = CCD

TO NGS PIDS M33251, ME1961, AND AJ2806.

4. ALL HORIZONTAL AND VERTICAL CONTROL POINTS ARE REFERENCED

VERTICAL DATUM OF 1988 (NAVD88) U.S. FEET.

3. ALL ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN

OF 1983 (NAD83) U.S. FEET.

PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM

2. ALL COORDINATES SHOWN ARE REFERENCED TO THE ILLINOIS STATE

TIME OF BIDDING, AND INCLUDE COST ACCORDINGLY IN THE BID.

NECESSARY ACTIONS TO ASSESS THE EXISTING CONDITIONS AT THE

DIFFER FROM THOSE SHOWN. THE CONTRACTOR SHALL TAKE ALL

TIME. EXISTING CONDITIONS DURING CONSTRUCTION MAY VARY AND

CHICAGO DISTRICT AND REPRESENTS CONDITIONS EXISTING AT THAT

JUNE 2015 SURVEY PERFORMED BY US ARMY CORPS OF ENGINEERS,

1. THE CONTROL POINTS SHOWN ON THIS SHEET ARE FROM AN

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20' 40'0

APPROXIMATE LOCATION PROVIDED.

AREA AND TRAILER LOCATION IN COE PARKING LOT WITH COR.

1. CONTRACTOR TO COORDINATE LOCATION OF STAGING ANDSTORAGE

NOTES:

TPTP

SCC

JBJB

LIGHT POLE

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GENERAL NOTES

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EXISTING

(SEE NOTE 2)

LINE

NEW WATER

(SEE NOTE 9)

NEW HANDHOLES

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CS-302

C-C

CS-302

A-A

CS-301

A-A

CS-301

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A .0

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CONDUIT (480V.30)

JIB CRANE POWER

LINE

EXISTING WATER

WALL

NORTH TUNNEL

WALL

SOUTH TUNNEL

LINE

FORCE MAIN

SANITARY

EXISTING

(SEE NOTE 5)

LINE BEGINS. TIE-IN POINT

NEW SANITARY FORCE MAIN

20' 40'0

B-B

CS-302

B-B

CS-302

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(SEE NOTE 4)

LINE TIE-IN POINT

NEW WATER SERVICE

W P -1

-B -0

(SEE NOTE 17)

PARKING LOT AREA

LIFE RING LIFE RING

SHEET CS-302

SEE NOTE 6 AND

SHEET CS-302

SEE NOTE 6 AND

DAYLIGHT BEGINS

NEW WATER LINE

6'X17' EXISTING GENERATOR

APPROX. LOCATION OF

EXISTING SHEET PILE

(SEE NOTE 10)

APPROXIMATE LOCATION

EXISTING COMED MANHOLE

WORK POINTS

EXISTING IRRIGATIONEXISTING IRRIGATION

ON SITE)

(REMOVE AND SALVAGE

EXISTING STAIRS

EXISTING MANHOLE

(SEE NOTE 3)

NEW DUCT BANK

WP02

WP01

WP03

WP04

WP05

WP06

WP10

WP08

WP07

(SEE NOTE 9)

NEW HANDHOLES

EXISTING A-FRAME GATE

WP09

WP11

WP12

WP13

LAKE SIDE

RIVER SIDE

MEDIUM VOLTAGE DUCTBANK TIE-IN PT 1,903,100.32 1,181,234.38 WP13

CONDUIT PI - LOW VOLTAGE DUCTBANK 1,903,102.34 1,181,337.60 WP12

CONDUIT PI - LOW VOLTAGE DUCTBANK 1,903,105.59 1,181,329.24 WP11

CENTER OF HANDHOLE - LOW VOLTAGE DUCTBANK 1,903,105.57 1,181,322.66 WP10

CONDUIT PI - TELECOM DUCTBANK 1,903,104.15 1,181,339.03 WP09

CONDUIT PI - TELECOM DUCTBANK 1,903,112.14 1,181,326.46 WP08

CENTER OF HANDHOLE - TELECOM DUCTBANK 1,903,112.04 1,181,320.15 WP07

WATER LINE PI 1,903,101.52 1,181,316.77 WP06

SEWER LINE PI 1,903,099.78 1,181,315.11 WP05

WATER LINE DAY LIGHT PT 1,903,105.15 1,181,316.77 WP04

SEWER LINE DAY LIGHT PT 1,903,115.19 1,181,315.10 WP03

SEWER LINE TIE-IN PT 1,903,115.20 1,181,186.28 WP02

WATER LINE TIE-IN PT 1,903,105.16 1,181,106.19 WP01

DESCRIPTIONNORTHING EASTING

(SEE NOTE 6)

DAYLIGHT BEGINS

NEW SEWER LINE

CONDUITS (TYP)

ELECTRICAL PVC

PARKING AREA.

MONITORING REQUIREMENTS. THORIUM MAY BE CONTAINED IN THE

16. SEE SPECIFICATION SECTION 01 57 20 FOR EXCAVATION

15. FINAL LOCATION TO BE FIELD VERIFIED BY COR.

THE STRUCTURE.

FACES OF THE RIVER WALL AND THE NORTH PIER STRUCTURE OR ON

14. NO LOADS OR EQUIPMENT ARE ALLOWED WITHIN 50 FEET OF THE

ON LOCK WALLS OR GATE BLOCK WITHOUT APPROVAL OF THE COR.

CONTRACTOR SHALL NOT PLACE ANY CRANES OR HEAVY EQUIPMENT

TUNNEL. THE VEHICLE IS LIMITED TO AN AXLE LOAD OF 3,000 LBS.

13. ONLY ONE VEHICLE AT A TIME IS ALLOWED ON NORTH PIER

PER SPECIFICATION SECTION 32 92 19.02 03.

BETTER. VEGETATED AND EXPOSED EARTH AREAS SHALL BE SEEDED,

SHALL BE BROUGHT BACK TO BEFORE-CONSTRUCTION CONDITION OR

12. PAVED AND GRAVEL AREAS DAMAGED DURING CONSTRUCTION

VEGETATION DISPOSAL.

31 11 00. FOR TREE REMOVAL REFER TO SECTION 01 57 20 FOR

COMPACTED WITH SATISFACTORY FILL PER SPECIFICATION SECTION

BE REMOVED AND DISPOSED OFF SITE, VOIDS SHALL BE FILLED AND

11. ALL TREES AND ROOTS IMPACTED BY THE NEW DUCT BANK, SHALL

COMED TO RE FEED NEW 12 KV CABLE.

10. CORE DRILL AND TERMINATE (2) 5" PVC CONDUIT AT PULL BOX.

MANHOLE. COMED TO CORE, DRILL AND RE FEED NEW 12KV CABLE.

9. TERMINATE (2) 5" PVC CONDUIT 5' EAST OF EXISTING COMED

8. NEW HAND HOLE STYLE UG-5. SEE SHEET E-501 FOR DETAIL.

MATCH THE EXISTING PIPE SIZES, MATERIAL, AND INSULATION.

7. ALL WATER SERVICE AND SANITARY FORCE MAIN TIE-INS MUST

INFORMATION AVAILABLE. CONDITIONS MAY VARY IN THE FIELD.

THE COR. LOCATIONS PROVIDED ARE BASED ON THE BEST

6. CONTRACTOR SHALL COORDINATE LOCATIONS FOR THE TIE-IN WITH

VERTICALLY ABOVE GROUND. SEE SHEET CS-302, SECTION B-B.

5. WATER SERVICE AND SANITARY FORCE MAIN TO DAYLIGHT

THE TUNNEL.

DETAILS). ABANDON EXISTING SANITARY FORCE MAIN PENETRATING

MAIN. (SEE SPECIFICATION SECTION 33 34 00 AND SHEET M-501 FOR

FORCE MAIN IS TO BE CONNECTED TO THE EXISTING SANITARY FORCE

4. SANITARY FORCE MAIN TIE-IN LOCATION: THE NEW SANITARY

WATER SERVICE LINE PENETRATING THE TUNNEL.

SECTION 33 11 00, AND SHEET M-501 FOR DETAILS. ABANDON EXISTING

COMING FROM THE CITY AT THIS LOCATION. SEE SPECIFICATION

SHALL BE CONNECTED TO THE EXISTING SERVICE WATER LINE

3. SERVICE WATER TIE-IN LOCATION: THE NEW WATER SERVICE LINE

SHEET E-502 FOR DETAILS. SLOPE SHALL BE 1"/100'. SEE SHEET E-101.

2. NEW DUCT BANK; SEE SHEET CS-301 FOR TYPICAL SECTION AND

TO CONSTRUCTION

1. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UTILITIES PRIOR

NOTES:

A N

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

SHEET ID

2 3 4 5 6 7 8 9 10

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

GENERAL NOTESGENERAL NOTES

Plot D 26-AUG-2016 17:26 MicroStation

A N

C-103

O J E

C T C

O D

E N

A M

C H

A G

O L

O C

K U

S R

E L

O C

A T

C H

A G

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T R

O U

T H L

A S

A L L E S

T R

E E

T S

C H

A G

E P

L A

N O

TO CONSTRUCTION

1. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UTILITIES PRIOR

NOTES:

PHOTO.

FACILITY LINES AT THIS POINT. REFER TO SHEET M-501 FOR TIE-IN LOCATION

4. NEW SERVICE AND SEWER LINES SHALL CONNECT WITH THE EXISTING

MATERIALS.

5. ALL NEW PIPING TIE-INS MUST MATCH THE EXISTING PIPE SIZES AND

6. NEW HAND HOLE STYLE UG-6. SEE SHEET E-501 FOR DETAIL.

TO RE FEED NEW 12 KV CABLE.

7. CORE DRILL AND TERMINATE (2) 5" PVC CONDUIT AT PULL BOX. COMED

(SEE NOTE 5 & 7)

NEW WATER AND SEWER LINE

(SEE NOTE 6)

NEW HANDHOLE

C -1

.d g n

SHEETS E-101 & E-502 FOR DETAILS. SLOPE SHOULD BE 1"/100'

3. NEW DUCT BANK; SEE SHEET CS-101 FOR TYPICAL SECTION AND

TYPICAL SECTION AND SHEET M-501 FOR DETAILS. SLOPE SHALL BE 1"/100'.

2. NEW LOCATION OF WATER OR SEWER LINES; SEE SHEET CS-101 FOR

20' 40'0

THROUGH SOUTH WALL

2'X2' TUNNEL ACCESS

STAIRS

LIGHTPOLE

(SEE NOTE 3)

NEW DUCT BANK

ON SOUTH WALL

LIFE RING MOUNTED

CCTV CAMERA #3

OF TUNNEL

NORTH WALL

TOE OF RIP RAP

WATER LINE

EXISTING

S T

A .0

O S

T A .0

A U

G U

S T

E K

L E

A R

J O

H N G

R O

B O

S K I, P .E

R P

PLAN VIEW

(SEE NOTE 6)

TIE-IN, P.O.E.

M A

T C

H L

E T

O S

H E

E T C -1

S T

A .6

W P -1

-B -0

(SEE NOTE 6)

NEW WATER AND SEWER LINE CONNECTION

OR GATE BLOCK WITHOUT APPROVAL OF THE COR.

SHALL NOT PLACE ANY CRANES OR HEAVY EQUIPMENT ON LOCK WALLS

THE VEHICLE IS LIIMITED TO AN AXLE LOAD OF 3,000 LBS. CONTRACTOR

8. ONLY ONE VEHICLE AT A TIME IS ALLOWED ON NORTH PIER TUNNEL.

STRUCTURE.

OF THE RIVER WALL AND TH NORTH PIER STRUCTURE OR ON THE

9. NO LOADS OR EQUIPMENT ARE ALLOWED WITHIN 50 FEET OF THE FACES

D-D

CS-302

D-D

CS-302

WP14

WP15

WP16

WP17

WP18

WP19

WP20

WP21

WP22

WP23

WP24

WP25

WP26

LAKE SIDE

RIVER SIDE

TELEPHONE LINES

OVERHEAD COMMUNICATIONS/

TOE OF VEGETATED AREA

OF TUNNEL

SOUTH WALL

WORK POINTS

MEDIUM VOLTAGE DUCTBANK POE PT 1,903,088.52 1,181,820.97 WP26

CONDUIT PI - MEDIUM VOLTAGE DUCTBANK 1,903,097.44 1,181,820.90 WP25

CONDUIT PI - MEDIUM VOLTAGE DUCTBANK 1,903,099.50 1,181,817.30 WP24

SEWERLINE POE PT 1,903,086.88 1,181,817.38 WP23

WATERLINE POE PT 1,903,088.63 1,181,817.38 WP22

SEWER LINE PI 1,903,098.94 1,181,817.33 WP21

WATER LINE PI 1,903,100.68 1,181,817.32 WP20

CENTER OF HANDHOLE - LOW VOLTAGE DUCTBANK 1,903,099.00 1,181,834.08 WP19

CONDUIT PI - LOW VOLTAGE DUCTBANK 1,903,099.02 1,181,827.88 WP18

CONDUIT PI - LOW VOLTAGE DUCTBANK 1,903,101.51 1,181,817.33 WP17

CENTER OF HANDHOLE - TELECOM DUCTBANK 1,903,112.04 1,181,320.15 WP16

CONDUIT PI - TELECOME DUCTBANK 1,903,103.03 1,181,824.88 WP15

CONDUIT PI - TELECOME DUCTBANK 1,903,103.43 1,181,817.37 WP14

DESCRIPTIONNORTHING EASTING

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

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C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

Plot D 26-AUG-2016 17:26 MicroStation

CS301

O J E

C T C

O D

E N

A M

C H

A G

O L

O C

K U

S R

E L

O C

A T

C H

A G

C H

A G

O D

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O U

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A S

A L L E S

T R

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C H

A G

C S -3

.d g n

LAKE SIDE

RIVER SIDE

E K

L E

A R

J O

H N G

R O

B O

S K I, P .E

SCALE: 1" = 3'-0"

T Y

A L S

E C

N S

A U

G U

S T

W P -1

-B -0

NOTES:

BE LOCATED WITHIN 3' OF ELBOWS.

PROVIDE APPROPRIATE PIPING SUPPORTS EVERY 10'. A SUPPORT SHALL 1.

TYPICAL SECTION A-A OF PIER

A N

S I

FOR DETAILS)

(SEE SHEET E-502

NEW DUCTBANK

5' +

(SEE M-501 FOR DETAILS)

ADD NEW PIPING SUPPORT(PROJECTED)

CENTER LINE LOCATION

APPROX. TREE

~6'-6"

0.5'

LINES (SEE M-501)

WATER & SEWER

VEGETATION/TREES

EXISTING \RIP RAP

EXISTING

EL. 588.0

EL. 582.75 +/-

EL. 582.5 +/-

EXISTING HANDRAIL

18'-7" 3'-6"

1'-0"

VARIES

EL. 585.5 +/-

1'-2"

1'-7"

2'-6"

1'-7"2'-2 1/2"

IS TO REMAIN

EXISTING SSP WALL

~6'-6"~14'-0"

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

SHEET ID

2 3 4 5 6 7 8 9 10

U .S

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®of Engineers

US Army Corps

5'-0"

WATER SERVICE SANITARY FORCE MAIN

PARKING LOT GRAVEL

SOIL

10'-0" MINIMUM

SEE NOTE 3

ACCESS HATCH

Plot D 26-AUG-2016 17:27 MicroStation

O J E

C T C

O D

E N

A M

C H

A G

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K U

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O C

A T

C H

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A L L E S

T R

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C H

A G

C S -3

.d g n

A U

G U

S T

CS-302

H A

E L K

L E

K P

S T

E P

H E

N R T

R E

H A

R N

S R

NOTES:

F O

R C

E M

E C

N S

W A

T E

R S

E R

E A

N D S

A N

A R

W P -1

-B -0

SECTION C

SCALE: 1/2" = 1' 0 2' 4'1'C-102

SCALE: 1/2" = 1' 0 2' 4'1'

SECTION B - WATER SERVICE AND SANITARY FORCE MAIN DAY LIGHTING POINTS

SCALE: 1/2" = 1' 0 2' 4'1'C-102

C-103

D SECTION D - WATER SERVICE AND FORCE MAIN PIER TIE-IN

GRADE.

HORIZONTAL RUN AT THE POINT WHERE THE TOP OF PIPE IS 5' FROM

TRACE INSULATED PIPING SYSTEMS TO TERMINATE ALONG THE

APPROVED FOR WATERTIGHT BELOW GROUND INSTALLATION. HEAT

PROVIDE MANUFACTURER'S RECOMMENDED JACKETING COVERS 5.

REPLACE PARKING LOT GRAVEL AS NEEDED FOR NEW CONSTRUCTION.4.

PROVIDE MANUFACTURERS RECOMMENDED PIPE BEDDING. 3.

BE LOCATED WITHIN 3' OF ELBOWS.

PROVIDE APPROPRIATE PIPING SUPPORTS EVERY 10'. A SUPPORT SHALL 2.

EXISTING SYSTEM PER SPECIFICATION 23 07 00.

WATER AND SANITARY FORCE MAIN PIER TIE-IN POINTS. MATCH 1.

A N

S I

6'-0"

DAYLIGHTING POINT DAYLIGHTING POINT

5'-0"

EDGE OF PIPE

1'-0" EDGE TO

10'-0" BETWEEN SUPPORTS

ON M-501

SUPPORT. SEE DETAIL

TYP. TUNNEL WALL

SEE SHEET M-501

TYPICAL GROUND SUPPORT.

TUNNEL

S W SANITARY FORCE MAIN

10' MINIMUM

SEE NOTE 5 SEE NOTE 5

TOP OF SOIL EL. 585.4'

PARKING LOT EL. 587.4'

1'-0"

ABANDON IN PLACE. COORDINATE WITH COR

A M-501

WATER SERVICE TIE IN TO EXISTING HORIZONTAL RUNS

SANITARY FORCE MAIN TIE IN TO EXISTING HORIZONTAL RUNS

10'-0"

MATCH ADJACENT PIPE SUPPORT

SEE NOTE 1

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

SHEET ID

2 3 4 5 6 7 8 9 10

U .S

A R

M Y C

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P S O

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®of Engineers

US Army Corps

585.4 X

585.6 X

587.7 X

587.8 X

587.9 X587.9

587.4 X

588.0 X

582.5 X

583.1 X

582.9 X

583.0 X

583.1 X

583.3 X

583.6 X

583.6600 X

585.1 X

585.2 X

587.5 X

587.0 X

587.5 X

EXISTING TURF

O J E

C T C

O D

E N

A M

C H

A G

O L

O C

K U

S R

E L

O C

A T

C H

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T H L

A S

A L L E S

T R

E E

T S

C H

A G

C S -3

.d g n

A U

G U

S T

CS-303

H A

E L K

L E

R P

S R

NOTES:

W P -1

-B -0

TELECOM, ESS AND AT&T

TELECOME, ESS AND AT&T

400/277V LIGHTING POWER400/277V LIGHTING POWER

COMED 12KV LINE

SCALE: 1" = 5'-0"

UTILITY TIE-IN PLAN VIEW (NEAR PARKING LOT)

UTILITY TIE-IN PLAN VIEW (NEAR PIER END)

3. FOR SITE LOCATION OF DETAIL A1, SEE SHEET C103.

2. FOR SITE LOCATION OF DETAIL D1, SEE SHEET C102.

1. ELECTRIC DUCTBANKS SHOWN BELOW EXISTING GRADE.

STEEL CHECKER PLATE

MEDIUM VOLTAGE DUCTBANK

TELECOM DUCTBANK

EDGE OF TUNNEL

LOW VOLTAGE DUCT BANK

BANK

COMBINED DUCT

COMBINED DUCT BANK

TELECOM DUCTBANK

LOW VOLTAGE DUCTBANK

DUCTBANK

VOLTAGE

MEDIUM

EDGE OF TUNNEL

J O

H N G

R O

B O

S K I, P

E L E

C T

A L T

-I

N L

O C

A T

N S P

L A

N V

A N

S I

EXISTING CONDITIONS

SEE SHEET CS306 FOR

PIPE

EXISTING CONDITIONS

SEE SHEET CS306 FOR

HAND RAIL

EXISTING CONDITIONS

SEE SHEET CS306 FOR

HAND RAIL

EXISTING CONDITIONS

SEE SHEET CS306 FOR

UTILITY BOX

CONDITIONS.

PRE-CONSTRUCTION

TO BE RESTORED TO

CONCRETE SIDEWALK

SALVAGED ON SITE.

BE REMOVED AND

METAL STAIR CASE TO

STRUCTURE

RETAINING

WOODEN

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

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D R

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U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

U .S

A R

M Y C

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®of Engineers

US Army Corps

585.4 X

585.6 X

587.7 X

587.8 X

587.9 X587.9

587.4 X

588.0 X

582.5 X

583.1 X

582.9 X583.0

583.1 X

583.3 X

583.6 X

583.6600 X

585.1 X

585.2 X

587.5 X

587.0 X

587.5 X

O J E

C T C

O D

E N

A M

C H

A G

O L

O C

K U

S R

E L

O C

A T

C H

A G

O D

T R

O U

T H L

A S

A L L E S

T R

E E

T S

C H

A G

C S -3

.d g n

A U

G U

S T

CS-304

H A

E L K

L E

R P

S R

NOTES:

W P -1

-B -0

SCALE: 1" = 5'-0"

UTILITY TIE-IN PLAN VIEW (PARKING LOT)

EXPOSURE BEGINS

NEW WATERLINE

EXPOSURE BEGINS

NEW SEWER LINE

SCALE: 1" = 5'-0"

UTILITY TIE-IN PLAN VIEW (NEAR PIER END)

4. FOR SECTION VIEW SEE SHEET CS302

3. FOR SITE LOCATION OF DETAIL A1, SEE SHEET C102.

2. FOR SITE LOCATION OF DETAIL D1, SEE SHEET C101.

1. ELECTRIC DUCTBANKS SHOWN BELOW EXISTING GRADE.

J O

H N G

R O

B O

S K I, P

E M

-I

N L

O C

A T

N S P

L A

N V

W A

T E

R S

E R

E A

N D S

A N

A R

Y F

O R

C E

A N

S I

EXISTING CONDITIONS

SEE SHEET CS306 FOR

UTILITY BOX

EXISTING CONDITIONS

SEE SHEET CS306 FOR

HAND RAIL

EXISTING CONDITIONS

SEE SHEET CS306 FOR

PIPE

EXISTING CONDITIONS

SEE SHEET CS306 FOR

HAND RAIL

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

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R A

C T N

C H

E C

K E

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D R

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N B

U E D

A T

SHEET ID

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®of Engineers

US Army Corps

SCC

LIGHT POLE

LAKE MICHIGAN

E-502

COMED POWER POLE

DISTRIBUTION FEEDER. EXISTING TO REMAIN.

COMED 12KV UNDERGROUND PRIMARY

EXISTING TO REMAIN

COMED MANHOLE.

O J E

C T C

O D

E N

A M

C H

A G

O L

O C

K U

S R

E L

O C

A T

C H

A G

O D

T R

O U

T H L

A S

A L L E S

T R

E E

T S

C H

A G

E -1

.d g n

A U

G U

S T

E-101

E L E

C T

A L S

E P

L A

M A J

D I

A R

M A

K P

S R

DUCTBANK SITE PLAN

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

W P -1

-B -0

150' BETWEEN BREAK LINES

S T

R E

H A

R N

E P

A N

S I

KEY NOTES

E-502

4 TERMINATE (2) 5" CONDUIT 5' EAST OF EXISTING

MANHOLE/HAND HOLE. COMED TO CORE DRILL AND

RE-FEED NEW 12KV CABLE.

FURNISH AND INSTALL (8) 5" CONDUIT IN CONCRETE

DUCT BANK. SEE SHEET E-502 "DUCTBANK CONDUIT

DETAILS" FOR CROSS SECTIONAL LAYOUT.

(2) 5" CONDUIT FOR RE-ROUTING OF COMED 12.47KV

PRIMARY DISTRIBUTION FEEDER.

(4) 5" CONDUIT FOR RE-ROUTING OF 480/277V

LIGHTING AND POWER CIRCUITS.

(2) 5" CONDUIT FOR RE-ROUTING OF TELECOM,

ELECTRONIC SECURITY SYSTEM (ESS) AND AT&T

LINES.

DUCT BANK SHALL BE INSTALLED IN ACCORDANCE

WITH COMED SYSTEM STANDARDS "C4050 CONDUIT

RUN TRENCH PREPARATION" , "C4171 CONDUIT RUN

INSTALLATION" AND "C4090 CONDUIT RUN

FORMATIONS".

FURNISH AND INSTALL PRECAST CONCRETE HAND

HOLE APPROXIMATELY 4'X4'X4'. SEE SHEET E-501 FOR

DETAIL (TYPE 4).

FURNISH AND INSTALL FIBER GLASS HAND HOLE

APPROXIMATELY 24"X36"X42". SEE SHEET E-501 FOR

DETAIL (TYPE 8).

CORE DRILL AND TERMINATE (2) 5" PVC CONDUIT AT

PULL-BOX. COMED TO RE-FEED NEW 12KV CABLE AND

INSTALL NEW CABLE JOINTS.

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

SHEET ID

2 3 4 5 6 7 8 9 10

U .S

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®of Engineers

US Army Corps

L3 1/2 X 3 1/2 X 1/4

ST3 X 6.25

L7 X 4 X 3/8 X 9" LONG

SUMP

SLOPE FL. TO

IRON

1'-0"

L 6 X 3 1/2 X 5/16

1/4"

6" X 3/8" X 4'-6" PL

PAVING

10" A 10"

E.F. SIDES & BOTTOM

#4 @ 12" E.W. &

SECTION A-A

1'-0"

10"

L7 X 4 X 3/8 X 9" LONG

W8 X 40 REMOVABLE

SECTION B-B

1'-0"X1'-0"X6"

SUMP

& CLAMP

GROUND ROD

BOTTOM

E.F. SIDES &

#4 AT 12" E.W.

O.C.

ANCHOR @ 1'-6"

1 1/4" X 1/8"

PAVING OR GRADE1/2" P.E.J. ALL AROUND

SECTION C-C

3/16 T

ST 3 X 6.25

L 3 1/2X3 1/2X1/4 ANCHOR @ 1'-6"

1 1/4" X 1/8

6"6"

7" 9"

THE PROJECT DRAWING

TO BE AS INDICATED ON

DUCT ENTRANCE. LOCATION

3" X 3/8" X 8" PL

REMOVABLE W 8 X 40

SUMP

AT 6" O.C.

3" X 3/8" X 4'-6" PL

& COVER

HINGE-WELDED TO FRAME

AT 6" O.C.

PLAN

DIMENSIONSHANDHOLE

TYPE

4'-0"

(SEE NOTE 4)#4 @ 12"

E.W. & E.F.

1/2" PL

VARIES

NOTES:

ENTRANCE OF DUCTS INTO HANDHOLE MAY

BE MADE ON SIDE FACES OR CORNERS

AS REQUIRED.

FOR DETAILS OF CABLE RACKS, DUCT

ENTRANCE AND PULLING-IN IRONS,

HANDHOLE AND COVER IS DESIGNED FOR

MAXIMUM SINGLE WHEEL LOAD OF

50,000 LB. OR DUAL WHEEL LOAD OF

90,000 LB.

COVER SHALL BE MADE OF STRUCTURAL

STEEL CONFORMING TO ASTM A 36/A 36M.

MINIMUM COMPRESSIVE STRENGTH OF

CONCRETE SHALL BE 3000 PSI.

NOTE: STIFFENERS SHOWN

TYP. BOTH SIDES

TYPE 3, 1'-1"

TYPE 4, 1'-7" O.C.

WATERSTOP AT ALL

CONSTR. JTS. (TYP.)

UG-5JUNE 2003

TYPES 3 & 4

STANDARD ELECTRICAL HANDHOLE (TRAFFIC/AIRFIELD)

SKETCH DATE STYLE

SEE PLATE UG-7 ON SHEET E-502.

24" X 36" X 42" DEEP

HANDHOLE SIZING

PROVIDE LABEL "ELECTRICAL" FOR POWER HANDHOLES OR "TELEPHONE" FOR TELEPHONE

PROVIDE WITH (2) 2 1/2" MOUSEHOLES.

PROVIDE STAINLESS STEEL BOLTS AND INSERTS.

10" x 10" AREA.

COVER AND BOX SHALL WITHSTAND A SERVICE LOAD OF NO LESS THAN 15,000 LBS OVER A

REINFORCING WITH COMPRESSIVE STRENGTH OF NO LESS THAN 10,000 PSI.

HOUSING SHALL BE A POLYMER CONCRETE REINFORCED WITH A HEAVY WEAVE FIBERGLASS

AS INDICATED.HANDHOLES, OR

REQUIRED

BOX WHEN

SECTIONAL

HANDHOLE REQUIREMENTS

TYPE

CRUSHED ROCK

EARTH

COMPACTED

PULL SLOT

SURFACE

RESISTANT

SKID

LABEL

HEX BOLT AND

WASHER

STAINLESS STEEL

COVER

BOX AND

AROUND BOX

CONCRETE RING

10"

UG-6JUNE 2002

(COMPOSITE/FIBERGLASS) TYPES 5, 6, 7, 8 & 9

STANDARD ELECTRICAL HANDHOLE (NONTRAFFIC)

SKETCH DATE STYLE

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D pw://COE-LRCPWP02CHI.lrc.ds.usace.army.mil:coe-lrcpwp02chi.lrc.ds.usace.army.mil/Documents/Projects/Chicago Lock Utilities Relocation/30000 - Preconstruction Engineering and Design/30AA0 Engineering and Design/Drawings/CAD_BIM/_Sheets/HANDHOLE DETAILS 1

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DG.ORG/CCB/NAVGRAPH/GRAPHTOC.PDF.

HOLE DETAILS AT: HTTP://WWW.WB

SEE WHOLE BUILDING DESIGN GUIDE FOR MANHOLE AND HAND 1.

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WALL OF MANHOLE

TYPICAL CABLE RACK

TYPICAL DUCT ENTRANCE

DUCT

INSIDE FACE

OF MANHOLE

DETAIL OF PULLING-IN IRON

7" MIN.

8 3/8"

CAST IN PLACE

1 1/2"

CONCRETE WALL

LOCKWASHER

FILLET WELD

6 1/2" X 2 1/2" X 3/16" PLATE

ALTERNATE METHOD

(MIN)

2 1/2" RAD

13/16"

3/16" 4"

NOTE

ALL METAL PARTS SHALL

BE HOT DIP GALVANIZED

UG-7JUNE 2002

(PULLING-IN IRONS, CABLE RACK AND DUCT ENTRANCE)

DETAILS

SKETCH DATE STYLE

1'-7"

FINSHED GRADE

BACKFILL

GRADE

TAPE 12" BELOW

BURIED WARNING

NOTES:

TAPE 12" BELOW

BURIED WARNING

1. INSTALL CAST IN PLACE CONCRETE DUCT-BANK IN ACCORDANCE WITH COMED

SYSTEM STANDARDS C4050 CONDUIT TRENCH PREPARATION, C4171 CONDUIT RUN

INSTALLATION AND C4090 CONDUIT RUN FORMATION.

2. TRENCH SHALL BE BACK FILLED. SAND OR OTHER APPROVED MATERIAL SHALL BE

USED UNDER PAVEMENTS. SEE COMED SYSTEM STANDARD C4171 CONDUIT RUN

INSTALLATION SECTION 10.

3. REROUTING OF ELECTRICAL AND COMMUNICATION CABLES TO BE DONE UNDER A

FUTURE CONTRACT. EXISTING ELECTRICAL AND COMMUNICATION SERVICE IS NOT

TO BE INTERRUPTED.

Plot D 26-AUG-2016 17:27 MicroStation

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D6E-101

SCALE: 1" = 1' 0 1' 2'6"

SCALE: 1" = 1' 0 1' 2'6"E-502

SCALE: 1" = 1'0 1' 2'6"E-502

3LOW VOLTAGE POWER DUCT-BANK TELECOM DUCT-BANK

SCALE: 1" = 1' 0 1' 2'6"E-502

4 MEDIUM VOLTAGE DUCT-BANK

COMBINED DUCT-BANK (TELECOM, LOW VOLTAGE POWER AND MEDIUM VOLTAGE POWER)

NEED TO ADJUST TIE IN POINTS IN THE FIELD.

TIE-IN POINTS SHOWN IN THE DRAWINGS. CONTRACTOR MAY

CONDUIT LENGTHS PROVIDED BASED ON LOCATIONS OF THE 2.

HTTP://WWW.WBDG.ORG/CCB/NAVGRAPH/GRAPHTOC.PDF.

HOLE DETAILS AT:

SEE WHOLE BUILDING DESIGN GUIDE FOR MANHOLE AND HAND 1.

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1 1/2 "

1 1/2 " 3"3"

1'-7"

2'-6"

5" CONDUIT, TYP.

MINIMUM 6"

COMPACTED CA6

BASE SHAL BE

1 1/2 "

3"3"

1'-7"

2'-6"

MINIMUM 6"

COMPACTED CA6

BASE SHAL BE

11 3/4 "

1'-7"

2'-6"

1 1/2 "

9 1/2 " 9 1/2 "

COMED 12KV LINE

1'-7"

2'-6"

3" 1 1/2 " 3"

480/277V, LIGHTING POWERTELECOM, ESS AT&T

MINIMUM 6"

COMPACTED CA6

BASE SHAL BE

5" CONDUIT, TYP.

1'-7"11 3/4 "

1 1/2 "

9 1/2 "9 1/2 "

1'-7"

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4"X6" BASE POSTS4"X6" BASE POSTS

1'-6"

2'-0"

3'-0"

2'-0"

2 PIPE ARRANGEMENT

6" 6"

1'-0" (MIN.)

6"6"

SINGLE PIPE ARRANGEMENT

SEE NOTE 3

RUBBER ISOLATOR TYP.

SEE NOTE 3

NOTES:

CARRIER PIPE

INSULATION JACKET

POLYURETHANE FOAM INSULATION

HEATING CABLE

1'-0"

9" 1'-0"

1 1/2 " (TYP.)

5/16

1. PIPING, INSULATION, AND HEAT TRACE SHALL MATCH THE SIZE AND MATERIAL

OF THE EXISTING LINES.

2. INSTALL INSULATED HEAT TRACED WATER SERVICE AND SANITARY FORCE

MAINS PER SPECIFICATIONS 23 07 00.

3. CONCRETE SLABS TO BE REINFORCED AND POURED IN LOCATIONS WITH NO

EXISTING BASE FOR PIPE SUPPORTS.

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

PIPE INSULATION AND HEAT TRACE DETAILPIPE STRUCTURE SUPPORT DETAIL FOR NORTH TUNNEL SIDE WALL A6

SECTION

SCALE: 3" = 1' 6"0 3" 1'M-501

ABOVE GROUND PIPE SUPPORTS

SCALE: 1 1/2" = 1' 1' 2'0 6"CS-302

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6"(MIN.)

TOP OF CONCRETE

P 12"X12"X1" ASTM A36 GALVANIZED

CUT TO FIT CONCRETE SLOPE

1/2"Ø ASTM F593 TYPE 316 STAINLESS THREADED ROD W/ HILTI HIT-RE 500 V3 ADHESIVE OR EQUAL (4 PER SUPPORT)

W6X25 ASTM A36 GR. 50 GALVANIZED

SEE NOTE 1

1'-0"(MIN.)

1 5/8" UNISTRUT(OR EQUAL)

3'-0"

RUBBER ISOLATOR TYP.

CANTILEVER SUPPORT

PIPE SUPPORT

1 5/8"X1 5/8"X48" UNISTRUT(OR EQUAL) 1 5/8"X1 5/8"X48" UNISTRUT(OR EQUAL)

1 5/8"X1 5/8" UNISTRUT(OR EQUAL)

RUBBER ISOLATOR TYP.

CONDUIT CLAMP

M-501

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Plot D 26-AUG-2016 17:28 MicroStation

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SCALE: NTS

EL 587.0

EL 582.5

END OF COMBINED DUCTBANK (BEGIN TELECOM DUCTBANK

LOWER PLATFORM

EL 585.0

EL 587.4

STAIRS

SIDE WALK

TOP OF DEPRESSED SECTION

END OF COMBINED DUCTBANK (BEGIN TELECOM DUCTBANK

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DEPTH 2'-6"

APPROXIMATE

PROJECTED TOP OF PIER

GROUND OVER DUCTBANK

TOP OF EXISTING CONTRACTOR TO VERIFY.

PROFILE HAVE BEEN IDEALIZED AND PROVIDED AS A VISUAL AID.

3. PROFILES BASED ON SPOT ELEVATIONS. ELEVATIONS SHOWN IN THE

ASSUMED. CONTRACTOR TO VERIFY.

VOLTAGE, NOT SHOWN FOR CLARITY. SAME ELEVATIONS AND CONDITIONS

2. HANDHOLDS AND DUCTBANKS FOR THE LOW VOLTAGE AND MEDIUM

ASSUMED CONCRETE WITH AN AGGREGATE BASE. CONTRACTOR TO VERIFY.

1. UNCERTAIN ON THE COMPOSTION OF MATERIAL OF LOWER PLATFORM. ITS

DEPTH 2'-6"

APPROXIMATE

EL 585.2

HAND RAILING

WOODEN RETAINING STRUCTURE

PARKING LOT

TELECOM DUCTBANK PROFILE VIEW (NEAR END OF PIER) - LOOKING NORTH

TELECOM DUCTBANK PROFILE VIEW (NEAR PARKING LOT) - LOOKING NORTH

DUCTBANK

FOR TELECOM

HANDHOLE (36" x 24")

SEE NOTE 1

TELECOM DUCTBANK (48"x48")

HANDHOLE FOR

OF PIER 587.7

PROJECTED TOP

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WL04

WL05 WL06

WL07

WL08

WL09WL10

WL11

WL12

WL13

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END OF PIER LOOKING EAST

UTILITY BOX ON END OF PIER RAILING, PIPING AND STAIRS AT END OF PIER

SITE MAP END OF PIER

CS306

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114419_G-001

114419_G-002

WORK LIMITS

114419_V-001

114419_C-101

114419_C-102

114419_C-103

114419_CS-301

114419_CS-302

114419_CS-303

114419_CS-304

114419_E-101

114419_E-501

114419_E-502

114419_M-501

114419_R-001

Duct Bank Profiles Views

Existing Conditions

File details come from the government source that posted it. Updated Nov 14, 2017.