© 2019 Microsoft Corporation © 2019 HERE

SCOPE OF WORK

- PLACE (5) 2.5' X 5' HANDHOLE

- PLACE 2,846' OF 1-2" HDPE

- DIRECTIONAL BORE 2,730'

- OPEN TRENCH 107'

PERMITTING AGENCY - VILLAGE OF HINSDALE

MCImetro

ACCESS TRANSMISSION SERVICES CORP.

PROJECT #: 1712ABDC.6_SL_001_UG_R00

VICINITY MAP

HINSDALE, IL

PROJECT NAME: HINSDALE AND COUNTY LINE SC

D/B/A - VERIZON ACCESS TRANSMISSION SERVICES

PROJECT LOCATION

PROJECT:

CLARIFICATION NO. QUANTITY

TIT

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: 1

71

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DATE:

ENGINEER:

DRAWN BY:

SCALE

TO MPMP

HORIZONTAL:

VERTICAL:

SHEET OF

FILE:

REVISIONS

EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,

THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE

PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH

BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE

REPRODUCED, COPIED, OR USED FOR ANY PURPOSE

WITHOUT SPECIFIC WRITTEN PERMISSION.

DATE DESCRIPTION INITIAL

1712ABDC.6_SL_001_UG_R00

CRAN HUB:

PERMIT ID: 6520

VZB Downers Grove

4/9/2019

NTS

1

212 2,846'

240 5 EA

630 2,730'

640 107'

LEDCOR GROUP

E. HAZLETT

19

NTS

TABLE OF CONTENTS:

1. COVER SHEET

2. PROJECT CONTACT & NOTES SHEET

3. F.O.C.U.S. SHEET

4. CLARIFICATION SUMMARY SHEET

5. SYMBOLS SHEET

6. HANDHOLE DETAIL

7. ADDITIONAL NOTES AND DETAILS

8-13. PLAN VIEW

14-19. (TC)

PROJECT CONTACTS

CITY GOVERNMENT

CONSTRUCTION MANAGER: WAYNE SMITH

NAME OF FIRM: LEDCOR TECHNICAL SERVICES

CONSTRUCTION CONTRACTOR

PHONE: (312) 971-1488

OWNERS

EMAIL: DENNIS.CLARK@LEDCOR.COM

PROJECT MANAGER: DENNIS CLARK

NAME OF FIRM: LEDCOR TECHNICAL SERVICES

ENGINEERING CONTRACTOR

PHONE: (312) 809-8183

ENGINEER: OSCAR GUERRERO

NAME OF FIRM: MCI METRO TRANSMISSION SERVICES CORP.

PHONE: (312) 453-8106

EMAIL: OSCAR.GUERRERO@ONE.VERIZON.COM

PROJECT:

CLARIFICATION NO. QUANTITY

TIT

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71

2A

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DATE:

ENGINEER:

DRAWN BY:

SCALE

TO MPMP

HORIZONTAL:

VERTICAL:

SHEET OF

FILE:

REVISIONS

EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,

THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE

PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH

BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE

REPRODUCED, COPIED, OR USED FOR ANY PURPOSE

WITHOUT SPECIFIC WRITTEN PERMISSION.

DATE DESCRIPTION INITIAL

1712ABDC.6_SL_001_UG_R00

CRAN HUB:

PERMIT ID: 6520

VZB Downers Grove

4/9/2019

NTS

2

LEDCOR GROUP

E. HAZLETT

19

NTS

VILLAGE OF HINSDALE

COMMUNITY DEVELOPMENT DEPT

19 EAST CHICAGO AVE

HINSDALE, IL 60521

PH:630-789-7030

D.B.A. VERIZON ACCESS TRANSMISSION SERVICES

GOVERNMENTAL AGENCY, MCI BUSINESS,

1. MCI COMPRISES THE FOLLOWING OPERATING ENTITIES:

THE ABSENCE OF AN MCI EMPLOYEE OR CERTIFIED CONTRACTOR.

IN A MANNER THAT MAY AFFECT TRAFFIC-CARRYING FACILITIES IN

WILL RESULT IN LOSS OF REVENUE. CONTRACTOR SHALL NOT WORK

FIBER OPTIC CABLE IS CARRYING TRAFFIC AND LOSS OF SERVICE

2. ALL WORK TO BE DONE WITH EXTREME CAUTION !

INTENDED AS REQUIREMENTS. CONTRACTOR WILL BE NOTIFIED

"SWAMP PLOW", ETC.) ARE SUGGESTIONS ONLY AND ARE NOT

8. EQUIPMENT TYPES SPECIFIED HEREIN (ie: "BACKHOE,

SHALL BE RESTORED TO ORGINAL OR BETTER CONDITION.

EMBANKMENTS, SHRUBS, TREES, GRASS SOD, ETC., IF DAMAGED,

PAVEMENT, CURBS, GUTTERS, WALKS, DRAINAGE DITCHES,

7. ANY AND ALL IMPROVEMENTS, SUCH AS ASPHALT OR CONCRETE

ALSO THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE, PROTECT,

CONSTRUCTION DRAWINGS. ANY AND ALL OTHERS ENCOUNTERED ARE

6. ALL KNOWN BURIED OBSTRUCTIONS ARE SHOWN ON THE

IN CABLE PLACEMENT CAN BE MADE IN EVENT OF CONFLICTS.

100 FEET IN ADVANCE OF TRENCHING OR PLOWING, SO THAT CHANGES

EXACT. THERFORE, UTILITY LOCATIONS WILL BE VERIFIED AT LEAST

RECORDS AND FIELD OBSERVATIONS, BUT ARE NOT NECESSARILY

5. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE

AND MAY BE AS SHOWN OR DEPICTED ON THESE DRAWINGS.

FROM DATED RAILROAD VALUATION MAPS OR OTHER DRAWINGS,

4. LOCATIONS OF SOME OF THE PHYSICAL FEATURES WERE OBTAINED

APPLICABLE CODES OR REQUIREMENTS OF ANY REGULATING

3. ALL WORK TO BE PERFORMED IN STRICT ACCORDANCE WITH THE

GENERAL NOTES

AND REPAIR, IF DAMAGED.

OR THE RIGHT-OF-WAY- GRANTOR.

- MCI METRO ACCESS TRANSMISSION SERVICES CORP.

- MCI COMMUNICATIONS SERVICES, INC.

- MCI METRO ACCESS TRANSMISSION SERVICES

OF VIRGINIA, INC.

- MCI METRO ACCESS TRANSMISSION SERVICES

OF MASSACHUSETTS, INC.

- METROPOLITIAN FIBER SYSTEMS OF NEW YORK, INC.

WILL BE PLACED AT THE EAST END OF EACH HANDHOLE.

* FOR NEW ROUTES BEING CONSTRUCTED, ONE SIGN POST

WESTERN-MOST SIGN AND POST SHOULD BE REMOVED.

EAST TO WEST GEOGRAPHICAL ORIENTATION, THE

B. ON THOSE ROUTES THAT ARE CONSIDERED TO BE IN AN

WILL BE PLACED AT THE NORTH END OF EACH HANDHOLE.

* FOR NEW ROUTES BEING CONSTRUCTED, ONE SIGN POST

SOUTHERN-MOST SIGN AND POST SHOULD BE REMOVED.

NORTH TO SOUTH GEOGRAPHICAL ORIENTATION, THE

A. ON THOSE ROUTES THAT ARE CONSIDERED TO BE IN A

AND/OR REMOVED ON ALL NEW AND EXISTING ROUTES

10. ALL BURIED CABLE MARKER POSTS AND HARDWARE PLACED

TO BE GIVEN 48 HOURS NOTICE PRIOR TO CONSTRUCTION.

LOCATED PRIOR TO CONSTRUCTION ACTIVITY. RAILROAD

9. RAILROAD COMMUNICATION AND SIGNAL CABLES TO BE

THEREFORE SOME VARIANCE SHOULD BE ANTICIPATED.

8. ALL STATIONING IS BASED ON AS-BUILT INFORMATION,

CONTACT SHEET FOR CONTACT NAME AND TELEPHONE

CONTRACTOR 48 HOURS PRIOR TO CONSTRUCTION. SEE

7. VERIZON BUSINESS PERSONNEL TO BE CONTACTED BY THE

SHALL BE IMPLEMENTED AS FOLLOWS:

ADJUST AS NEEDED.

NUMBER.

SPECIFIED OTHERWISE ON THE CONSTRUCTION DRAWINGS.

A 36" MINIMUM COVER IS UNOBTAINABLE UNLESS

6. MECHANICAL PROTECTION SHALL BE REQUIRED ANYTIME

MINIMUM COVER UNLESS SPECIFIED OTHERWISE ON THE

5. ALL BURIED CONDUIT/CABLE WILL BE PLACED AT 36"

4. SHORING MAY BE REQUIRED AND SHALL COMPLY TO

BSP/GSP OVER OR UNDER EACH OBSTRUCTION.

AND THE PLACEMENT OF 4" MANUFACTURED SPLIT PVC,

REQUIRE THE PLACEMENT OF A BURIED CABLE MARKER

3. ALL UNDERGROUND OBSTRUCTIONS, WHEN LOCATED, WILL

48 HOURS PRIOR TO CONSTRUCTION ACTIVITY.

2. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES

1. ALL CONDUIT WILL BE 2" HDPE

CONSTRUCTION NOTES

CONSTRUCTION DRAWINGS.

O.S.H.A. STANDARDS.

MCI Outside Plant FOCUSFiber Optic Cable Uncovering System

1) The title of this program, F.O.C.U.S., an acronym for Fiber Optic Cable Uncovering System was selectedto remind everyone involved with working near MCI's active fiber optic systems to focus on protectingthe facilities. If, during the course of the project, YOU notice any activity which may jeopardize the MCIOSP facilities, it is your duty to stop the work and re- FOCUS

2) FOCUS rules must be followed on all MCI projects involving work on or near MCI OSP facilities.Safety is MCI's number one priority; everyone must refrain from unsafe and improper practices.

3) Review of FOCUS is mandatory at every Pre-bid, Pre-construction, site meeting and daily tailgatemeeting. FOCUS discussion must include site-specific history, unique problems, facility configurationsthat may be encountered, and past errors. "Those who do not learn from history are doomed to repeat it".Do not let this happen to you.

4) Any work near or requiring handling of MCI Outside Plant facilities can only be performed with an MCIemployee or contract representative present -- THIS MEANS OUT OF HIS OR HER VEHICLE ANDDIRECTLY MONITORING THE WORK. The representative must have a properly operating cablelocator checked for accuracy every day prior to commencement of work (comparison of line and depthreadings to actual line and depth of the cable).

5) Locate and Pothole Requirements.

· Prior to any excavation, the MCI employee or contract representative must verify the initial locatemarks completed by MCI Operations. Do not trust locate results completed by others! The MCIor contract representative must locate the cable running line by making at least one pass in eachdirection. Locate results must then be compared with previous marks and the asbuilts.

· If the proposed work involves digging or excavating within 3 feet of the cable, the cable route will bemarked continually with orange paint and supplemented by marker flags placed every 10 ft. Theexcavation contractor must pothole (all potholes must be completed by hand digging or vacuumexcavation) a minimum of every 15 ft., then expose the entire length of the cable by hand digging orvacuum excavation.

· If the proposed work involves digging or excavating within 5 feet (but not closer than 3 feet) of thecable, the cable route will be marked continually with orange paint and supplemented by marker flagsplaced every 10ft. The excavation contractor must pothole the cable a minimum of every 15 ft.

· If the proposed work involves digging or excavating within 15 feet (but not closer than 5 feet) of thecable, the cable route will be marked continually with orange paint and supplemented by marker flagsplaced every 10 ft. The excavation contractor must pothole the cable a minimum of every 30 ft.

· The cable will also be potholed at any change in the running line of more than 1 ft. in any direction,anytime the accuracy of the electronic locate is questioned, or the marked running line does not matchthe as-builts.

6) Exposing Requirements.

· No mechanical excavation within 3 ft. of OSP facilities will be allowed unless the facilities have firstbeen properly located, potholed, positively identified, continuously exposed by hand digging orvacuum excavation, and the facilities are clearly visible.

· In addition, mechanical excavation within three feet of OSP facilities requires onsite prior approvalfrom MCI' s employee or contract representative.

7) Please refer to the latest edition of the MCI OSP Handbook for additional details . Know it and follow it.

Release 1.0

MCI Outside Plant Construction General Requirements

· All Federal, State and local safety regulations must be followed without exception.

· Personal protective equipment appropriate for the specific work site shall be used at alltimes. At a minimum, hard hat, safety shoes/steel toed boots and florescent orange orgreen work vest are required upon entering any MCI work site.

· Use of intoxicants, drugs, inhalants or any other substances that may impair alertness arestrictly prohibited.

· Contractors are NOT allowed to cut any cable. Cables scheduled for removal will be cutby MCI Operations personnel, and only after verification that all traffic has beenoff-loaded.

· Extreme caution must be used at all times when working on or near active cables. AnMCI employee or contract representative must approve and be present prior to andduring all cable handling activities.

· Tools and equipment specifically designed for the job at hand are required. USE THEPROPER TOOL FOR THE JOB.

· Conduit work involving active cables requires specialized tools specifically designed toaccess ducts with active cables.

· Protecting MCI facilities IS EXTREMELY important; however, SAFETY regardingyourself and others is the most important part of any project.

Signature:

Release 1.0

PROJECT:

CLARIFICATION NO. QUANTITY

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DATE:

ENGINEER:

DRAWN BY:

SCALE

TO MPMP

HORIZONTAL:

VERTICAL:

SHEET OF

FILE:

REVISIONS

EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,

THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE

PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH

BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE

REPRODUCED, COPIED, OR USED FOR ANY PURPOSE

WITHOUT SPECIFIC WRITTEN PERMISSION.

DATE DESCRIPTION INITIAL

1712ABDC.6_SL_001_UG_R00

CRAN HUB:

PERMIT ID: 6520

VZB Downers Grove

4/9/2019

NTS

3

LEDCOR GROUP

E. HAZLETT

19

NTS

PLACE BURIED CABLE MARKERS AND SIGNS/MWCOM

PLACE ISOLATOR/PROTECTION SYSTEM AT EXISTING

ATTACH CONDUIT TO WALL OR STRUCTURE

REMOVE CONCRETE BURIED CABLE MARKER POST

REMOVE BURIED CABLE MARKER POST/HARDWARE

EXPOSE DIRECT BURIED CABLE AND RELOCATE

ATTACH PULL/SPLICE BOX TO WALL OR STRUCTURE

DETACH CONDUIT FROM WALL OR STRUCTURE

DIRECTIONAL BORE630

700

WATER CROSSING SIGNS

HANDHOLES/MANHOLES

714

712

711

710

600

500

400

300

EMBEDMENT PLOW

JETTING CONDUIT

REMOVE POLE/PUSH BRACE

PLACE POLE/PUSH BRACE

REMOVE AERIAL CABLE

RELASH AERIAL CABLE

DELASH AERIAL CABLE

RELOCATE AERIAL CABLE

PLACE AERIAL CABLE

REMOVE AND DISPOSE OF CABLE

EXPOSE DIRECT BURIED CABLE

527

610

620

530

535

528

520

526

525

517

516

515

DIRECT BURY CABLE

REPOSITION ACTIVE CABLE SLACK

REMOVE CABLE FROM CONDUIT

PULL THROUGH DUCT (INNERDUCT)

REMOVE AND RESTORE CURBING

PULL CABLE

510

420

411

415

410

CORE BORE

315

330

320

310

282

PLACE HIGH DENSITY POLYETHYLENE (HDPE)

REPLACE/SUBSTITUTE PRECAST MANHOLE

EXPOSE AND REMOVE CONDUIT (ABANDONED)

EXPOSE CONDUIT AND REPLACE/SUBSTITUTE

CLARIFICATION NOTES (CONTINUED)

200

REMOVE AND RESTORE SIDEWALK

REMOVE AND RESTORE CONCRETE

REMOVE AND RESTORE ASPHALT

CONSTRUCT WALL

RELOCATE PRECAST MANHOLE

REMOVE EXISTING MANHOLE

PLACE MANHOLE

EXCAVATE SPLICE PIT

REPLACE/SUBSTITUTE HANDHOLE

RELOCATE HANHOLE

REMOVE EXISTING HANDHOLE

PLACE HANDHOLE

252

280

281

270

260

256

255

250

247

244

245

240

PLACE CONDUIT

EXPOSE CONDUIT

REMOVE CONCRETE CAP

REMOVE CONCRETE ENCASEMENT

CONCRETE ENCASE

EXPOSE AND REMOVE CONDUIT

EXPOSE CONDUIT AND RELOCATE

SLURRY BACKFILL ADDER

216

219

221

222

220

218

217

ROCK ADDER

215

214

213

210

212

100 JACK AND DRY BORE CONDUIT(S)110

OPEN TRENCH640

QUANTITY UNIT

CLARIFICATION

NUMBER AND ALPHA

DESCRIPTION

PROJECT CLARIFICATION SUMMARY

NUMBER

CLARIFICATION

PROJECT:

CLARIFICATION NO. QUANTITY

TIT

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: 1

71

2A

BD

C.6

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1_

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AC

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MIS

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C

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DATE:

ENGINEER:

DRAWN BY:

SCALE

TO MPMP

HORIZONTAL:

VERTICAL:

SHEET OF

FILE:

REVISIONS

EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,

THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE

PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH

BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE

REPRODUCED, COPIED, OR USED FOR ANY PURPOSE

WITHOUT SPECIFIC WRITTEN PERMISSION.

DATE DESCRIPTION INITIAL

1712ABDC.6_SL_001_UG_R00

CRAN HUB:

PERMIT ID: 6520

VZB Downers Grove

4/9/2019

NTS

4

212 2,846'

240 5 EA

630 2,730'

640 107'

LEDCOR GROUP

E. HAZLETT

19

NTS

246

212200PLACE HIGH DENSITY POLYETHYLENE (HDPE) LF

2,846'

240200PLACE HANDHOLE EA

5

630600DIRECTIONAL BORE LF

2,730'

640600OPEN TRENCH LF

107'

A

C

T

I

V

E

M

C

I

C

A

U

T

I

O

N

O

P

T

I

C

C

A

B

L

E

B

U

R

I

E

D

F

I

B

E

R

C

A

U

T

I

O

N

A

C

T

I

V

E

M

C

I

O

P

T

I

C

C

A

B

L

E

A

E

R

I

A

L

F

I

B

E

R

12"

P=

12"

PB

PROPOSED

OHG92' 10M

P.T.F.

(A) (C)

ST

A.

(B)

ST

A.

(D)

MK

R. #

ST

A.

(E) (A) (B)

EXISTING

92' 10MOHG

P.T.F.

(C) (D) (E)

ST

A.

MK

R. #

ST

A.

MK

R. #

ST

A.

MK

R. #

MK

R. #

ST

A.

ST

A.

ST

A.

ST

A.

MK

R. #

MK

R. #

MK

R. #

ST

A.

MK

R. #

MK

R. #

ST

A.

ST

A.

ST

A.

ST

A.

ST

A.

21 21 21

187 187

42" 42"

42" 42"

P=

30'-5-8430'-5-84

TAX DISTRICT

GUARDRAIL

PROPERTY LINE

TOE OF SLOPE

TOP OF SLOPE

FENCE LINE

CITY, COUNTY OR STATE BOUNDARY LINE

EDGE OF PAVEMENT

SIDEWALK

(SHOWN FOR HDPE)

TO BE REMOVED OR ABANDONED

DITCH LINE

AERIAL UTILITY (ELECTRIC)

UNDERGROUND UTILITY (TELEPHONE)

RIGHT-OF-WAY

AUXILLARY TRACKS

MAIN TRACKS

DIRECT BURIED HDPE

STEEL CASING

REMOVE CABLE

CORE BORE

DIRECTIONAL BORE

(WIDTH AS INDICATED)

REMOVE AND RESTORE ASPHALT OR CONCRETE

FUTURE CABLE

JACK AND BORE

BSP/GSP OR SPLIT BSP/GSP CONDUIT

PVC OR SPLIT PVC CONDUIT

FOGWIRE CABLE

AERIAL CABLE

SUBMARINE CABLE

BURIED CABLE

TRENCHING

SYMBOLS KEY

SEWER LINE

WATER LINE

STORM DRAIN LINE

ELECTRIC LINE

GAS LINE

F/LF/L F/L

D/L

48''

FOGW

SUBM

EXISTING

FOGW

SUBM

PROPOSED

F/LF/L F/L

D/L

48''

SS

W

SD

E

G

SS

W

SD

E

G

EXISTINGPROPOSED

TREES

STREET LIGHT

MANHOLE

FIRE HYD

STREET SIGN

STRUCTURE BELOW GROUND

STRUCTURE ABOVE GROUND

TRAFFIC LIGHTS W/ EXTENDED ARM

TRAFFIC LIGHT STUMP

LAWN BASIN

CATCH BASIN

RAILROAD SIGNAL CONTROL BOX

CAUTION NOTE

GUY ONLY

ROCK PROBE (DEPTH AS INDICATED)

DASHED = NOT FOUND IN FIELD

MILE POST MARKER

FOREIGN ANCHOR AND GUY

UTILITY COVER DEPTH

TUBULAR MARKER, & ISOLATOR PROTECTOR-(E)

TUBULAR MARKER-(D)

FLAT MARKER-(C)

ALUMINUM "HUB"-STYLE MARKER-(B)

STEEL MARKER AND SIGN-(A)

HANDHOLE, MANHOLE OR PULLBOX

ANCHOR ONLY

ACCOUNT CODE CHANGE (BURIED TO AERIAL)

ANCHOR AND GUY

PUSH BRACE (EXISTING POLE)

OVERHEAD GUY (ARROW IN DIRECTION OF PULL)

SIDEWALK ANCHOR AND GUY

CULVERT (SIZE AS INDICATED)

PERMIT TRACKING FORM IDENTIFIER

BRIDGE

POLE

NOTE:

ROW ROW

EOP EOP

SW SW

CENTERLINECL CL

UNDERGROUND UG UG

BUILDING

BLDG BLDG

EXISTING MCIMCI MCI

DB DB

PROJECT:

CLARIFICATION NO. QUANTITY

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71

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DATE:

ENGINEER:

DRAWN BY:

SCALE

TO MPMP

HORIZONTAL:

VERTICAL:

SHEET OF

FILE:

REVISIONS

EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,

THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE

PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH

BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE

REPRODUCED, COPIED, OR USED FOR ANY PURPOSE

WITHOUT SPECIFIC WRITTEN PERMISSION.

DATE DESCRIPTION INITIAL

1712ABDC.6_SL_001_UG_R00

CRAN HUB:

PERMIT ID: 6520

VZB Downers Grove

4/9/2019

NTS

5

LEDCOR GROUP

E. HAZLETT

19

NTS

VALVE

DIRECTIONAL BOREDB DB

PROJECT:

CLARIFICATION NO. QUANTITY

TIT

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: 1

71

2A

BD

C.6

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1_

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DATE:

ENGINEER:

DRAWN BY:

SCALE

TO MPMP

HORIZONTAL:

VERTICAL:

SHEET OF

FILE:

REVISIONS

EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,

THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE

PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH

BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE

REPRODUCED, COPIED, OR USED FOR ANY PURPOSE

WITHOUT SPECIFIC WRITTEN PERMISSION.

DATE DESCRIPTION INITIAL

1712ABDC.6_SL_001_UG_R00

CRAN HUB:

PERMIT ID: 6520

VZB Downers Grove

4/9/2019

NTS

6

LEDCOR GROUP

E. HAZLETT

19

NTS

4'' X 1.50'' X .25''

NEOPRENE RUBBER

INSIDE LOOKING OUT

SIDE WALL VIEW

DETAIL "D"

(144 SQ. IN. TOTAL DRAINAGE)

PLAN VIEW

VAULT BOTTOM

DETAIL "B"

LOCK DOWN DEVICE

DETAIL "A-1"

FIBERGLASS VAULT

CROSS SECTION

LOCKING DEVICE

SECTION A-A

RIB

25

.2

5''

EXCAVATION PIT

DETAIL "C"

MIN

.

(ONE SIDE ONLY)

12

''

7' - 0''

BACKFILL

SUITABLE DIRT

HANDHOLE

5' - 0

''

6''

40 PVC (BOTH ENDS)

PLUG. BELL ENDS TO

4.50'' BELL ENDS W/ PVC

ACCOMODATE SCHED.

4.7

5''

5

.

6

2

5

'

'

PVC, BSP/GSP

BACKFILL

SUITABLE DIRT

CONDUIT (TYP.)

OR HDPE

CRUSHED STONE

4.75''

5' - 0''

EXISTING GRADE

(

T

Y

P

)

2

5

''

7''

7''

2.50'' KNOCKOUT (BOTH ENDS)

EMS MARKER

2'' KNOCKOUT (BOTH ENDS)

LIFTING BOLTS (TYP. 4 PLACES)

30''

6''

29.50''

6''

EXPLODED ISOMETRIC DETAIL

DETAIL "A"

EMS MARKER

1.625'' X 1'' X 33''

UNISTRUT CHANNEL

SEE DETAIL "A-4"

THIS SHEET

30''

.375'' INSERT

3

0

'

'

(ONE SIDE ONLY)

3M CAT #1411

(3 REQUIRED)

SUPPORT BEAM

SEE DETAIL "A-3"

THIS SHEET

SURFACE

NON-SKID

4'' X 2'' WITH CENTER PIN

SEE DETAIL "A-2"

3'' REINFORCED

PLASTIC VAULT (FRP)

FIBERGLASS REINFORCED

(CENTER ONLY)

6

0

'

'

THIS SHEET

LOCKING BEAM

MANUFACTURER

BONDED TO VAULT BY

MORTAR FRAME (RPM)

REINFORCED POLYMER

COVER AND FRAME

.50 IN.

.75 IN.

REINFORCED

POLYMER MORTAR

LIFTING SLOT

20,000 LBS. LOADING WEIGHT

POLYMER MORTAR (RPM) COVER FOR

TWO PIECE REINFORCED

A

GALV) (2 REQ'D)

RPM COVER

ANCHOR (TYP.)

.375'' LAG BOLT

17

''

NOTE:

7''

7''

.50'' OPENING (MAX)

30''

TYP.

12''

59.50''

TYP.

12''

(TYP - 4 PL)

6'' X 6'' DRAIN

(TYP - 2 PL)

FOR GROUND ROD

1'' DIA HOLE

VAULT

FIBERGLASS

(TYP. AT 6 PLACES)

INSTALLATION

SUPPORT BEAM

DETAIL "A-4"

RPM FRAME

BEAM

SUPPORT

WITH NUT, AND WASHER

.75'' X 1.25'' HEX BOLT

OF 2-PIECE RPM COVER

COVER HOLD DOWN BRACKET

BRACKET (HOT DIPPED

COVER HOLD DOWN

P1000 UNISTRUT

.375'' INSERT

(TYP-4 PLACES)LS)

DETAIL "A-3"

.1875'' SCREW

WASHER

WITH FLAT

A

DOWN DEVICE

ENGAGED LOCK

DETAIL "A-2"

NEOPRENE COVER

(SELF CLEANING)

STAINLESS END CAP

CAPTURE NUT W/

ACME THD. BOLT &

.50'' STAINLESS STEEL

VOID IN EXCAVATED AREAS TO BE BACKFILLED WITH

SELECT MATERIAL.

BOTTOM OF EXCAVATED PIT TO BE BACKFILLED WITH 12''

OF CRUSHED STONE (.75'' GRADE).

SHORING WILL BE REQUIRED.

ALL HANDHOLES SHALL BE PLACED BELOW EXISTING

GRADE.

THIS HANDHOLE IS OF FIBERGLASS MATERIAL,

APROXIMATELY POUNDS IN WEIGHT. THE LIDS ARE

POLYMER CONCRETE MATERIAL, EACH APPROXIMATELY

POUNDS.

1.

2.

3.

4.

5.

LINEAR DISTANCE BETWEEN LAG

BOLT ANCHORS MUST BE 25''.

2.5' x 5' x 2.5' HANDHOLE DETAILS

NOTES:

PROJECT:

CLARIFICATION NO. QUANTITY

TIT

LE

: 1

71

2A

BD

C.6

_S

L_

00

1_

UG

_R

00

OU

TS

ID

E P

LA

NT

C

ON

ST

RU

CT

IO

N

MC

Im

etro

AC

CE

SS

T

RA

NS

MIS

SIO

N S

ER

VIC

ES

C

OR

P.

DATE:

ENGINEER:

DRAWN BY:

SCALE

TO MPMP

HORIZONTAL:

VERTICAL:

SHEET OF

FILE:

REVISIONS

EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,

THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE

PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH

BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE

REPRODUCED, COPIED, OR USED FOR ANY PURPOSE

WITHOUT SPECIFIC WRITTEN PERMISSION.

DATE DESCRIPTION INITIAL

1712ABDC.6_SL_001_UG_R00

CRAN HUB:

PERMIT ID: 6520

VZB Downers Grove

4/9/2019

NTS

7

LEDCOR GROUP

E. HAZLETT

19

NTS

EXISTING GRADE

12" MIN.

BURIED CABLE

MARKER TAPE36" MIN.

COVER

24''

MIN.

1-2" HDPE

TYPICAL DETAIL

TRENCH AND PLACE CONDUIT

1-2" HDPE AT 36" DEPTH

IF 2" OR LESS FROM EDGE

OF PAVEMENT, REMOVE AND

INCLUDE IN REPAIR

95% MIN. R.C. CLASS II BASE

(IF EXISTING) MATCH EXISTING

THICKNESS OR 6" MIN

95% MIN R.C. 12" WIDE

OR LESS USE 1-1/2

SACK CEMENT SLURRY

95% MIN. R.C. REPLACEMENT

AC PAVEMENT TO BE 0.25' MIN

AND INCLUDE IN REPAIR

EXISTING GRADE

TYPICAL DETAIL

1-2" HDPE

DIRECTIONAL BORE CROSS SECTION

1-2" HDPE AT 36" DEPTH

36" MIN

COVER

NOTE: DEPTH WILL VARY

AND WILL BE ADJUSTED

TO A GREATER DEPTH AS

EXISTING UTILITIES ARE

LOCATED AND DEPTHS ARE

PROVIDED BY LOCATOR.

ADDITIONAL NOTES:

1. EXCEPT AS OTHERWISE NOTED, CONTRACTOR

SHALL MAINTAIN A MINIMUM OF 24 INCHES OF

SEPARATION FROM EXISTING UTILITIES.

2. CONTRACTOR SHALL POTHOLE EACH UTILITY TO

DETERMINE SIZE, LOCATION, AND DEPTH PRIOR

TO CROSSING.

3. CONTRACTOR IS CAUTIONED TO PROTECT SEWER

MANHOLES, CATCH BASINS, LATERALS AND

INLETS.

4. CONTRACTOR WILL PROVIDE BARRICADING TO

INSURE CORRECT TRAFFIC CONTROL WHILE

MAINTAINING VEHICULAR TRAFFIC AT ALL TIMES.

5. RESTORATION TO BE IN COMPLIANCE WITH MCI

AND APPLICABLE PERMITTING AGENCIES.

6. BONDING AND GROUNDING PER NESC.

PUBLIC UTILITY NOTE:

CONTRACTOR SHALL NOTIFY ALL PUBLIC UTILITY

COMPANIES (GAS, ELECTRIC, TELEPHONE, SEWER,

WATER, ETC) PRIOR TO COMMENCING ANY

CONSTRUCTION.

THESE COMPANIES WILL LOCATE, ON THE GROUND,

THE LOCATION OF ALL CONDUITS, DUCTS,

UNDERGROUND PIPING, ETC., ADJOINING &

CROSSING PROPOSED CONSTRUCTION.

CF

CF

CF

CF

CF

CF

CF

CF

CF

CF

SW

SW

SW

SW

SW

SW

CF

CF

CF

SW

SW S

W

SW

SW

SW

SW

SW

SW

SW

SW

ROW

ROW

ROW

ROW

RO

W

RO

W

ROW

ROW

RO

W

RO

W

RO

W

ROW

RO

W

RO

W

ROW

RO

W

RO

W

ROW

ROW

SW

SW

SW

SW

SW

SW

SW

SW

SW

SW

SW

SW

E WALNUT ST

CL

CL

CL

CL

CL

CL

CL

CL

CL

CL

CL

CL

CL

N P

AR

K A

VE

N P

AR

K A

VE

E WALNUT ST

0+

00

1+

00

0+00

1+00

2+00

DB

DB

DB

DB

DB

PROJECT:

CLARIFICATION NO. QUANTITY

TIT

LE

: 1

71

2A

BD

C.6

_S

L_

00

1_

UG

_R

00

OU

TS

ID

E P

LA

NT

C

ON

ST

RU

CT

IO

N

MC

Im

etro

AC

CE

SS

T

RA

NS

MIS

SIO

N S

ER

VIC

ES

C

OR

P.

DATE:

ENGINEER:

DRAWN BY:

SCALE

TO MPMP

HORIZONTAL:

VERTICAL:

SHEET OF

FILE:

REVISIONS

EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,

THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE

PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH

BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE

REPRODUCED, COPIED, OR USED FOR ANY PURPOSE

WITHOUT SPECIFIC WRITTEN PERMISSION.

DATE DESCRIPTION INITIAL

1712ABDC.6_SL_001_UG_R00

0' 20'

1/2"0'

SCALE

40'

1"

CRAN HUB:

PERMIT ID: 6520

VZB Downers Grove

4/9/2019

1"=40'

8

212 340'

240 1

630 340'

LEDCOR GROUP

E. HAZLETT

1"=40'

19

SEE SHEETS 6-7

- ADDITIONAL NOTES

- PUBLIC UTILITY NOTES

- BORE DETAILS

- TRENCH DETAILS

- HANDHOLE DETAILS

ST: 1+01

-PLACE NEW 2.5'X5'X2.5' HH

REMOVE AND RESTORE SOD TO

EQUAL OR BETTER CONDITION

- BORE PIT

CONSTRUCTION NOTES

PLACE 2.5' X 5' X 2.5' HANDHOLE

CODE 240

PLACE 340' 1-2" HDPE

CODE 212

DIRECTIONAL BORE 340'

CODE 630

1

2

3

EXISITNG UNDERGROUND WOW

4'x4' BORE PIT

CF

CF

CF

CF

CF

CF

CF

CF

CF

CF

SW

SW

SW

ROW

ROW

RO

W

RO

W

ROW

ROW

ROW

ROW

ROW

RO

W

RO

W

ROW

RO

W

ROW

RO

W

RO

W

RO

W

ROW

Retaining Wall

Retaining Wall

SW

SW

SW

SW

SW

SW

SW

SW

SW

SW

SW

C

F

CF

CF

SW

SW

SW

C

F

CL

CL

CL

CL

CL

CL

SW

CL

CL

CL

CL

CL

CL

CL

CL

CF

CF

CF

SW

SW

SW

E WALNUT ST

N E

LM

ST

N E

LM

ST

3+00

4+00

5+00

6+00

7+00

DB

DB

DB

DB

DB

DB

DB

DB

PROJECT:

CLARIFICATION NO. QUANTITY

TIT

LE

: 1

71

2A

BD

C.6

_S

L_

00

1_

UG

_R

00

OU

TS

ID

E P

LA

NT

C

ON

ST

RU

CT

IO

N

MC

Im

etro

AC

CE

SS

T

RA

NS

MIS

SIO

N S

ER

VIC

ES

C

OR

P.

DATE:

ENGINEER:

DRAWN BY:

SCALE

TO MPMP

HORIZONTAL:

VERTICAL:

SHEET OF

FILE:

REVISIONS

EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,

THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE

PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH

BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE

REPRODUCED, COPIED, OR USED FOR ANY PURPOSE

WITHOUT SPECIFIC WRITTEN PERMISSION.

DATE DESCRIPTION INITIAL

1712ABDC.6_SL_001_UG_R00

0' 20'

1/2"0'

SCALE

40'

1"

CRAN HUB:

PERMIT ID: 6520

VZB Downers Grove

4/9/2019

1"=40'

9

212 545'

630 545'

240 1

LEDCOR GROUP

E. HAZLETT

1"=40'

19

SEE SHEETS 6-7

- ADDITIONAL NOTES

- PUBLIC UTILITY NOTES

- BORE DETAILS

- TRENCH DETAILS

- HANDHOLE DETAILS

CONSTRUCTION NOTES

PLACE 545' 1-2" HDPE

CODE 212

DIRECTIONAL BORE 545'

CODE 630

1

2

4'x4' BORE PIT

ST: 5+13

-PLACE NEW 2.5'X5'X2.5' HH

REMOVE AND RESTORE SOD TO

EQUAL OR BETTER CONDITION

-BORE PIT

3

PLACE 2.5' X 5' X 2.5' HANDHOLE

CODE 240

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

RO

W

ROW

ROW

CF

CF

CF

CF

CF

CF

CF

CF

SW

SW

SW

SW

SW

SW

SW

SW

CL

CL

CL

CL

CL

CL

CL

CL

CL

CF

CF

CF

CF

CF

CF

SW

SW

SW

SW

SW

SW

E WALNUT ST8+00

9+00

10+00

11+00

12+00

DB

DB

DB

DB

DB

DB

DB

DB

PROJECT:

CLARIFICATION NO. QUANTITY

TIT

LE

: 1

71

2A

BD

C.6

_S

L_

00

1_

UG

_R

00

OU

TS

ID

E P

LA

NT

C

ON

ST

RU

CT

IO

N

MC

Im

etro

AC

CE

SS

T

RA

NS

MIS

SIO

N S

ER

VIC

ES

C

OR

P.

DATE:

ENGINEER:

DRAWN BY:

SCALE

TO MPMP

HORIZONTAL:

VERTICAL:

SHEET OF

FILE:

REVISIONS

EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,

THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE

PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH

BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE

REPRODUCED, COPIED, OR USED FOR ANY PURPOSE

WITHOUT SPECIFIC WRITTEN PERMISSION.

DATE DESCRIPTION INITIAL

1712ABDC.6_SL_001_UG_R00

0' 20'

1/2"0'

SCALE

40'

1"

CRAN HUB:

PERMIT ID: 6520

VZB Downers Grove

4/9/2019

1"=40'

10

212 501'

240 1

630 501'

LEDCOR GROUP

E. HAZLETT

1"=40'

19

SEE SHEETS 6-7

- ADDITIONAL NOTES

- PUBLIC UTILITY NOTES

- BORE DETAILS

- TRENCH DETAILS

- HANDHOLE DETAILS

CONSTRUCTION NOTES

PLACE 125' 1-2" HDPE

CODE 212

DIRECTIONAL BORE 125'

CODE 630

1

2

3

4

ST: 9+03

-PLACE NEW 2.5'X5'X2.5' HH

REMOVE AND RESTORE SOD TO

EQUAL OR BETTER CONDITION

-BORE PIT

PLACE 2.5' X 5' X 2.5' HANDHOLE

CODE 240

5

PLACE 376' 1-2" HDPE

CODE 212

DIRECTIONAL BORE 376'

CODE 630

SW

SW

CF

CF

CF

CF

CF

CF

SW

SW

SW

SW

SW

SW

SW

SW

SW

SW

SW

SW

CF

CF

RO

W

RO

W

RO

W

ROW

ROW

ROW

ROW

ROW

RO

W

ROW

ROW

ROW

ROW

ROW

RO

W

ROW

ROW

SW

SW

CL

CL

CL

CL

CL

CF

CF

CF

CF

CF

SW

SW

SW

SW

SW

SW

SW

CL

CL

CL

CL

CL

CL

CL

CL

CL

CF

SW

CF

CF

SW

SW N

OAK S

T

E WALNUT ST

N O

AK S

T

13+00

14+00

15+00

16+00

17+00

DB

DB

DB

DB

DB

DB

DB

PROJECT:

CLARIFICATION NO. QUANTITY

TIT

LE

: 1

71

2A

BD

C.6

_S

L_

00

1_

UG

_R

00

OU

TS

ID

E P

LA

NT

C

ON

ST

RU

CT

IO

N

MC

Im

etro

AC

CE

SS

T

RA

NS

MIS

SIO

N S

ER

VIC

ES

C

OR

P.

DATE:

ENGINEER:

DRAWN BY:

SCALE

TO MPMP

HORIZONTAL:

VERTICAL:

SHEET OF

FILE:

REVISIONS

EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,

THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE

PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH

BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE

REPRODUCED, COPIED, OR USED FOR ANY PURPOSE

WITHOUT SPECIFIC WRITTEN PERMISSION.

DATE DESCRIPTION INITIAL

1712ABDC.6_SL_001_UG_R00

0' 20'

1/2"0'

SCALE

40'

1"

CRAN HUB:

PERMIT ID: 6520

VZB Downers Grove

4/9/2019

1"=40'

11

212 504'

240 1

630 455'

640 49'

LEDCOR GROUP

E. HAZLETT

1"=40'

19

SEE SHEETS 6-7

- ADDITIONAL NOTES

- PUBLIC UTILITY NOTES

- BORE DETAILS

- TRENCH DETAILS

- HANDHOLE DETAILS

CONSTRUCTION NOTES

PLACE 455' 1-2" HDPE

CODE 212

DIRECTIONAL BORE 455'

CODE 630

1

2

3

4

ST: 17+34

-PLACE NEW 2.5'X5'X2.5' HH

REMOVE AND RESTORE SOD TO

EQUAL OR BETTER CONDITION

-BORE PIT

PLACE 2.5' X 5' X 2.5' HANDHOLE

CODE 240

5

PLACE 49' 1-2" HDPE

CODE 212

OPEN TRENCH 49'

CODE 640

TUNNEL UNDER EXISTING

SIDEWALK AND PROTECT

IN PLACE.

SW

SW

SW

SW

SW

SW

CF

CF

CF

CF

CF

CF

CF

CF

CF

CF

CF

CF

CF

CF

SW

SW

SW

SW

CF

CF

SW

SW

SW

SW

SW

SW

SW

SW

ROW

RO

W

ROW

RO

W

RO

W

RO

W

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

CL

GM

ROW

ROW

RO

W

CF

CF

SW

SW

SW

SW

CL

CL

CL

CL

CL

CL

CL

CL

CL

CL

CL

E WALNUT ST

E WALNUT ST

N C

OU

NTY

LIN

E R

D

18+00

19+00

20+

00

21+

00

22+

00

N C

OU

NTY

LIN

E R

D

DB

DB

DB

DB

DB

PROJECT:

CLARIFICATION NO. QUANTITY

TIT

LE

: 1

71

2A

BD

C.6

_S

L_

00

1_

UG

_R

00

OU

TS

ID

E P

LA

NT

C

ON

ST

RU

CT

IO

N

MC

Im

etro

AC

CE

SS

T

RA

NS

MIS

SIO

N S

ER

VIC

ES

C

OR

P.

DATE:

ENGINEER:

DRAWN BY:

SCALE

TO MPMP

HORIZONTAL:

VERTICAL:

SHEET OF

FILE:

REVISIONS

EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,

THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE

PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH

BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE

REPRODUCED, COPIED, OR USED FOR ANY PURPOSE

WITHOUT SPECIFIC WRITTEN PERMISSION.

DATE DESCRIPTION INITIAL

1712ABDC.6_SL_001_UG_R00

0' 20'

1/2"0'

SCALE

40'

1"

CRAN HUB:

PERMIT ID: 6520

VZB Downers Grove

4/9/2019

1"=40'

12

640 58'

212 379'

630 321'

LEDCOR GROUP

E. HAZLETT

1"=40'

19

SEE SHEETS 6-7

- ADDITIONAL NOTES

- PUBLIC UTILITY NOTES

- BORE DETAILS

- TRENCH DETAILS

- HANDHOLE DETAILS

4'x4' BORE PIT

CONSTRUCTION NOTES

DIRECTIONAL BORE 321'

CODE 630

1

3

PLACE 379' 1-2" HDPE

CODE 212

OPEN TRENCH 58'

CODE 640

2

TUNNEL UNDER EXISTING

SIDEWALK AND PROTECT

IN PLACE.

C

F

C

F

CF

CF

C

F

C

F

C

F

C

F

C

F

C

F

C

F

C

F

C

F

C

F

C

F

C

F

C

F

C

F

C

F

CF

CF

CF

R

O

W

R

O

W

R

O

W

R

O

W

R

O

W

R

O

W

RO

W

RO

W

RO

W

RO

W

R

O

W

R

O

W

R

O

W

R

O

W

R

O

W

R

O

W

R

O

W

R

O

W

R

O

W

R

O

W

CL

C

L

C

L

C

L

C

L

C

L

C

L

C

L

C

L

S

W

S

W

SW

SW

S

W

S

W

S

W

S

W

S

W

S

W

S

W

S

W

S

W

S

W

S

W

SW

SW

HILLGROVE AVE

23+

00

2

4

+

0

0

2

5

+

0

0

2

6

+

0

0

2

7

+

0

0

2

8

+

0

0

N C

OU

NTY

LIN

E R

D

DB

DB

D

B

D

B

D

B

D

B

D

B

D

B

D

B

PROJECT:

CLARIFICATION NO. QUANTITY

TIT

LE

: 1

71

2A

BD

C.6

_S

L_

00

1_

UG

_R

00

OU

TS

ID

E P

LA

NT

C

ON

ST

RU

CT

IO

N

MC

Im

etro

AC

CE

SS

T

RA

NS

MIS

SIO

N S

ER

VIC

ES

C

OR

P.

DATE:

ENGINEER:

DRAWN BY:

SCALE

TO MPMP

HORIZONTAL:

VERTICAL:

SHEET OF

FILE:

REVISIONS

EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,

THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE

PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH

BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE

REPRODUCED, COPIED, OR USED FOR ANY PURPOSE

WITHOUT SPECIFIC WRITTEN PERMISSION.

DATE DESCRIPTION INITIAL

1712ABDC.6_SL_001_UG_R00

0' 20'

1/2"0'

SCALE

40'

1"

CRAN HUB:

PERMIT ID: 6520

VZB Downers Grove

4/9/2019

1"=40'

13

212 577'

240 1

630 577'

LEDCOR GROUP

E. HAZLETT

1"=40'

19

SEE SHEETS 6-7

- ADDITIONAL NOTES

- PUBLIC UTILITY NOTES

- BORE DETAILS

- TRENCH DETAILS

- HANDHOLE DETAILS

4'x4' BORE PIT

ST: 28+05

-PLACE NEW 2.5'X5'X2.5' HH

REMOVE AND RESTORE SOD TO

EQUAL OR BETTER CONDITION

- BORE PIT

CONSTRUCTION NOTES

PLACE 577' 1-2" HDPE

CODE 212

DIRECTIONAL BORE 577'

CODE 630

1

2

3

4'x4' BORE PIT

PLACE 2.5' X 5' X 2.5' HANDHOLE

CODE 240

PROJECT:

CLARIFICATION NO. QUANTITY

TIT

LE

: 1

71

2A

BD

C.6

_S

L_

00

1_

UG

_R

00

OU

TS

ID

E P

LA

NT

C

ON

ST

RU

CT

IO

N

MC

Im

etro

AC

CE

SS

T

RA

NS

MIS

SIO

N S

ER

VIC

ES

C

OR

P.

DATE:

ENGINEER:

DRAWN BY:

SCALE

TO MPMP

HORIZONTAL:

VERTICAL:

SHEET OF

FILE:

REVISIONS

EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,

THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE

PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH

BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE

REPRODUCED, COPIED, OR USED FOR ANY PURPOSE

WITHOUT SPECIFIC WRITTEN PERMISSION.

DATE DESCRIPTION INITIAL

1712ABDC.6_SL_001_UG_R00

CRAN HUB:

PERMIT ID: 6520

VZB Downers Grove

4/9/2019

NTS

14

LEDCOR GROUP

E. HAZLETT

19

NTS

STANDARD 701901-07

TRAFFIC CONTROLDEVICES

CONE FORDAYTIME

REFLECTORIZED CONEFOR NIGHTTIME

TUBULAR MARKERVERTICAL PANEL

TYPE I BARRICADE TYPE II BARRICADE TYPE III BARRICADE DIRECTION INDICATORBARRICADE

DRUM

VERTICAL BARRICADE

DETECTABLE PEDESTRIANCHANNELIZING BARRICADE

GENERAL NOTES

≥

PROJECT:

CLARIFICATION NO. QUANTITY

TIT

LE

: 1

71

2A

BD

C.6

_S

L_

00

1_

UG

_R

00

OU

TS

ID

E P

LA

NT

C

ON

ST

RU

CT

IO

N

MC

Im

etro

AC

CE

SS

T

RA

NS

MIS

SIO

N S

ER

VIC

ES

C

OR

P.

DATE:

ENGINEER:

DRAWN BY:

SCALE

TO MPMP

HORIZONTAL:

VERTICAL:

SHEET OF

FILE:

REVISIONS

EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,

THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE

PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH

BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE

REPRODUCED, COPIED, OR USED FOR ANY PURPOSE

WITHOUT SPECIFIC WRITTEN PERMISSION.

DATE DESCRIPTION INITIAL

1712ABDC.6_SL_001_UG_R00

CRAN HUB:

PERMIT ID: 6520

VZB Downers Grove

4/9/2019

NTS

15

LEDCOR GROUP

E. HAZLETT

19

NTS

STANDARD 701901-07

TRAFFIC CONTROLDEVICES

POST MOUNTED SIGNS

SIGNS ON TEMPORARY SUPPORTS

HIGH LEVEL WARNING DEVICE

WIDTH RESTRICTION SIGN

FLAGGER TRAFFIC CONTROL SIGN

HIGHWAY CONSTRUCTIONSPEED ZONE SIGNS

WORK LIMIT SIGNING

PROJECT:

CLARIFICATION NO. QUANTITY

TIT

LE

: 1

71

2A

BD

C.6

_S

L_

00

1_

UG

_R

00

OU

TS

ID

E P

LA

NT

C

ON

ST

RU

CT

IO

N

MC

Im

etro

AC

CE

SS

T

RA

NS

MIS

SIO

N S

ER

VIC

ES

C

OR

P.

DATE:

ENGINEER:

DRAWN BY:

SCALE

TO MPMP

HORIZONTAL:

VERTICAL:

SHEET OF

FILE:

REVISIONS

EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,

THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE

PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH

BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE

REPRODUCED, COPIED, OR USED FOR ANY PURPOSE

WITHOUT SPECIFIC WRITTEN PERMISSION.

DATE DESCRIPTION INITIAL

1712ABDC.6_SL_001_UG_R00

CRAN HUB:

PERMIT ID: 6520

VZB Downers Grove

4/9/2019

NTS

16

LEDCOR GROUP

E. HAZLETT

19

NTS

A

A

STANDARD 701901-07

TRAFFIC CONTROLDEVICES

TYPE AROOF

MOUNTED

TYPE BROOF OR TRAILER

MOUNTED

TYPE CTRAILER

MOUNTED

ARROW BOARDSSECTION A-A

TEMPORARY RUMBLE STRIPS

PLAN

TYPICAL INSTALLATION

TYPICAL APPLICATIONS OFTYPE III BARRICADES CLOSING A ROAD

PROJECT:

CLARIFICATION NO. QUANTITY

TIT

LE

: 1

71

2A

BD

C.6

_S

L_

00

1_

UG

_R

00

OU

TS

ID

E P

LA

NT

C

ON

ST

RU

CT

IO

N

MC

Im

etro

AC

CE

SS

T

RA

NS

MIS

SIO

N S

ER

VIC

ES

C

OR

P.

DATE:

ENGINEER:

DRAWN BY:

SCALE

TO MPMP

HORIZONTAL:

VERTICAL:

SHEET OF

FILE:

REVISIONS

EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,

THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE

PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH

BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE

REPRODUCED, COPIED, OR USED FOR ANY PURPOSE

WITHOUT SPECIFIC WRITTEN PERMISSION.

DATE DESCRIPTION INITIAL

1712ABDC.6_SL_001_UG_R00

CRAN HUB:

PERMIT ID: 6520

VZB Downers Grove

4/9/2019

NTS

17

LEDCOR GROUP

E. HAZLETT

19

NTS

STANDARD 701801-06

SIDEWALK, CORNER ORCROSSWALK CLOSURE

SIDEWALK DIVERSION

SIDEWALK CLOSURE

GENERAL NOTES

SYMBOLS

PROJECT:

CLARIFICATION NO. QUANTITY

TIT

LE

: 1

71

2A

BD

C.6

_S

L_

00

1_

UG

_R

00

OU

TS

ID

E P

LA

NT

C

ON

ST

RU

CT

IO

N

MC

Im

etro

AC

CE

SS

T

RA

NS

MIS

SIO

N S

ER

VIC

ES

C

OR

P.

DATE:

ENGINEER:

DRAWN BY:

SCALE

TO MPMP

HORIZONTAL:

VERTICAL:

SHEET OF

FILE:

REVISIONS

EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,

THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE

PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH

BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE

REPRODUCED, COPIED, OR USED FOR ANY PURPOSE

WITHOUT SPECIFIC WRITTEN PERMISSION.

DATE DESCRIPTION INITIAL

1712ABDC.6_SL_001_UG_R00

CRAN HUB:

PERMIT ID: 6520

VZB Downers Grove

4/9/2019

NTS

18

LEDCOR GROUP

E. HAZLETT

19

NTS

STANDARD 701801-06

SIDEWALK, CORNER ORCROSSWALK CLOSURE

CORNER CLOSURE

CROSSWALK CLOSURE

STANDARD 701701-10

URBAN LANE CLOSURE,MULTILANE INTERSECTION

SHOULDEROPERATIONS

LEFT TURN LANE OR CENTERMEDIAN OPERATIONS

CORNER ISLANDOPERATIONS

GENERAL NOTES

SYMBOLS

PROJECT:

CLARIFICATION NO. QUANTITY

TIT

LE

: 1

71

2A

BD

C.6

_S

L_

00

1_

UG

_R

00

OU

TS

ID

E P

LA

NT

C

ON

ST

RU

CT

IO

N

MC

Im

etro

AC

CE

SS

T

RA

NS

MIS

SIO

N S

ER

VIC

ES

C

OR

P.

DATE:

ENGINEER:

DRAWN BY:

SCALE

TO MPMP

HORIZONTAL:

VERTICAL:

SHEET OF

FILE:

REVISIONS

EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,

THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE

PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH

BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE

REPRODUCED, COPIED, OR USED FOR ANY PURPOSE

WITHOUT SPECIFIC WRITTEN PERMISSION.

DATE DESCRIPTION INITIAL

1712ABDC.6_SL_001_UG_R00

CRAN HUB:

PERMIT ID: 6520

VZB Downers Grove

4/9/2019

NTS

19

LEDCOR GROUP

E. HAZLETT

19

NTS