08 - IMS - · PDF fileborder version: 6/1/05 c o n n e cti c u t d e p a r t m e n t o ... the design appears to conform to applicable criteria. ... 08 - ims 08.01. bit parking bit

APPROVED BY: DATE:

DEPARTMENT OF TRANSPORTATION

STATE OF CONNECTICUTDESIGNER/DRAFTER:

CHECKED BY:

PROJECT TITLE: TOWN:

DRAWING TITLE:

PROJECT NO.

SHEET NO.

Filename:

SHEET NO.REVISION DESCRIPTIONDATEREV.ENGINEER:

Border Version: 6/1/05

CO

NNECTICUT

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O F T R A NS

PO

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ATI

ON

IMPROVEMENTS

DANBURY 34-313

IMS-INX-001_034_0313.dgn 4/4/2014

DRAWING NO.

THE INFORMATION, INCLUDING ESTIMATED

QUANTITIES OF WORK, SHOWN ON THESE

SHEETS IS BASED ON LIMITED INVESTIGATIONS

BY THE STATE AND IS IN NO WAY WARRANTED

TO INDICATE THE CONDITIONS OF ACTUAL

QUANTITIES OF WORK WHICH WILL BE

REQUIRED.

FINAL PLANS FOR REVIEW

03/28/2014

K. JOHNSON

N. ROLFE

I-84 INTERCHANGES 5 & 6

AECOM Technical Services, Inc.

Noel M. Pagan, P.E.

IMS-01

DRAWING

NUMBER

DRAWING

NUMBER

INDEX OF DRAWINGS

DRAWING TITLE DRAWING TITLE

IMS-01

IMS-02

IMS-03

IMS-04

IMS-05

IMS-06

IMSDRAWINGS INDEX

IMS DRAWINGS INDEX

PVMS CABINET RELOCATION PLAN

IMS TRENCHING DETAILS

CONCRETE HANDHOLE DETAILS

TYPICAL ELECTRICAL AND ATC DETAILS

UTILITY AND WOOD POLE INSTALLATION DETIALS

THE DESIGN APPEARS TO CONFORM TO APPLICABLE CRITERIA. APPROVAL IS

NOT TO BE CONSTRUED TO MEAN THAT ALL ASPECTS OF THE DESIGN HAVE

BEEN PERSONALLY CHECKED BY THE UNDERSIGNED.

TRANSPORTATION PRINCIPAL ENGINEER

08 - IMS

08.01

BIT PARKING

BIT PARKING

CANOPY

BIT PARKING

GROUND OBSCURED

GROUND OBSCURED

GROUND OBSCURED

GROUND OBSCURED

GROUND OBSCURED

GROUND OBSCURED

GROUND OBSCURED

GROUND OBSCURED

264CHDNFCHDNF

264CHDNFCHDNF

264CHDNFCHDNF

160

40 800

SCALE IN FEET

APPROVED BY: DATE:


STATE OF CONNECTICUTDESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.

Filename:

SHEET NO.REVISION DESCRIPTIONDATEREV.

OFFICE OF

ENGINEERING

ENGINEER:


THE INFORMATION, INCLUDING ESTIMATED QUANTITIES OF WORK, SHOWN ON THESE SHEETS IS BASED ON LIMITED INVESTIGATIONS BY THE STATE AND IS IN NO WAY WARRANTED TO INDICATE THE CONDITIONS OF ACTUAL QUANTITIES OF WORK WHICH WILL BE REQUIRED.

HO_MSH_035_0313_Plan-01.dgn

RELOCATED SNET #94X7

RELOCATED SNET #9417

3IN RMC SERVICE

2IN RMC COMMUNICATION

INSTALL 2IN RMC SERVICE 6/3 WITH #8 GROUNDING CONDUCTOR

INSTALL 2IN RMC COMMUNICATION 20/6 TWISTED PAIR,

23/4 TWISTED PAIR

EXISTING SNET #9417

EXISTING SNET #6886

EXISTING PVMS

SERVICE CABINET

HANDHOLE TYPE II

REMOVAL & RELOCATION OF EXISTING ATMS SERVICE CABINET

A

B

CONSTRUCTION NOTES

EXISTING SNET #94X7

TO BE RELOCATED

Anthony Colangelo

Robert Kennedy 4/2/2014

PVMS CABINET RELOCATION PLAN

ABANDON EXISTING 2" RMC - REMOVE EXISTING CABLE

ABANDON EXISTING 2" RMC - REMOVE EXISTING CABLE

EXISTING 2IN RMC- INSTALL SERVICE 6/3 WITH #8 GROUNDING

CONDUCTOR

EXISTING 2IN RMC- INSTALL COMMUNICATION 20/6 TWISTED PAIR,

23/4 TWISTED PAIR

PORTABLE VMS 214/ CCTV 148

THE EXISTING SERVICE CABINET WITH ALL INTERNAL EQUIPMENT SHALL BE REMOVED AND RELOCATED ONTO A NEW FOUNDATION

AT THE LOCATION SHOWN ON THE PLAN. SEE ITEM NO. 1132001A RELOCATE INCIDENT MANAGEMENT SYSTEM.

THE CONTRACTOR SHALL MAINTAIN THE OPERATION OF THE CO -LOCATED PORTABLE VMS (PVMS) 214 AND CAMERA (CCTV) 148

AT ALL TIMES.

THE CONTRACTOR SHALL CONTACT ROBERT KENNEDY, CONNDOT HIGHWAY OPERATIONS AT LEAST 48 HOURS PRIOR TO THE REMOVAL

AND RELOCATION OF THE EXISTING PVMS 214/ CCTV 148 SERVICE CABINET.

THE CONTRACTOR SHALL BE PERMITTED TO REMOVE THE ELECTRICAL SERVICE AND TELEPHONE SERVICE FOR A PERIOD OF NOT

MORE THAN ONE (1) WORK DAY EIGHT (8) HOURS WHILE THE EXISTING IMS SERVICE CABINET IS REMOVED AND RELOCATED.

IN ORDER TO MINIMIZE THE DOWNTIME OF THE PVMS 214/ CCTV 148 DURING STAGE 2 CONSTRUCTION, THE CONTRACTOR SHALL

COMPLETE THE INSTALLATION OF ALL WORK THAT WILL NOT INTERFERE WITH THE EXISTING PVMS OPERATION INCLUDING THE

FOLLOWING:

-THE SNET POLE 9417 AND SNET POLE 94X7 THAT PROVIDE ELECTRICAL AND TELEPHONE SERVICES TO THE

PVMS 214 SERVICE CABINET NEED TO BE RELOCATED BY THE UTILITY COMPANY.

-INSTALL PEDESTAL MOUNT CONCRETE FOUNDATION

-INSTALL 3" RMC (FOR CL&P ELECTRIC SERVICE) BETWEEN THE PEDESTAL MOUNT CONCRETE FOUNDATION AND

BASE OF SNET POLE NO. 9417

-INSTALL 2" RMC (FOR AT&T TELEPHONE AND T1 SERVICE) BETWEEN THE PEDESTAL MOUNT CONCRETE FOUNDATION

AND SNET POLE NO. 9417 AS SHOWN ON THE IMS PLAN. CONTINUE INSTALLATION OF 2" RMC SURFACE

MOUNTED TO THE POLE WITH ENTRANCE FITTING (WEATHERHEAD).

-INSTALL 2-2" RMC BETWEEN PEDISTAL MOUNT CONCRETE FOUNDATION. TERMINATE 2" RMC AT CONCRETE HANDHOLES

TYPE II

A INSTALL TYPE II HANDHOLES BEHIND CUT LINE

B INSTALL PEDESTAL FOUNDATION

C REMOVE AND RELOCATE EXISTING IMS SERVICE CABINET ON NEW FOUNDATION

SERVICE CONDUCTORS SHALL BE SINGLE CONDUCTORS, STRANDED COPPER, INSULATION TYPE XHHW AND RATED FOR 600 VOLTS

COMMUNICATIONS CABLE NO. 2016 TWISTED PAIR AND 23/4 TWISTED PAIR CAT 6 SHALL BE SUITABLE FOR AERIAL AND OUTDOOR

APPLICATIONS GEL FILLED

D DURING THE APPROVED DOWNTIME OF THE PVMS214/CCTV148, THE CONTRACTOR SHALL REMOVE THE EXISTING SERVICE AND COMMUNICATIONS

CABLES AND CONNECT THE EXISTING 2-2" RMC THE TYPE II HANDHOLES. SEE ITEM NO. 1132001A RELOCATE INCIDENT MANAGEMENT SYSTEM

C

D

IMS-02

DANBURYI-84 INTERCHANGES 5 & 6

IMPROVEMENTS

34-313

08.02

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.

Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.


DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.


DESIGNER/DRAFTER:

CHECKED BY:


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DESIGNER/DRAFTER:

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SHEET NO.


DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.



STATE OF CONNECTICUT











SHEETS IS BASED ON LIMITED

INVESTIGATIONS BY THE STATE AND IS

IN NO WAY WARRANTED TO INDICATE

THE CONDITIONS OF ACTUAL QUANTITIES

OF WORK WHICH WILL BE REQUIRED.

4/4/2014

SIGNATURE/

BLOCK:

DATE: APPROVED BY:

OFFICE OF ENGINEERING

...\CTDOT_HIGHWAY_OPS_IMS2.dgn


Plotted Date:

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R.M.C. UNDER BITUMINOUS CONCRETE PAVEMENT

CONDUIT IN SLOPED EARTH CONDUIT IN LEVEL EARTH

R.M.C. UNDER BITUMINOUS CONCRETE

OVERLAYED CONCRETE PAVEMENT

UNDERGROUND WARNING TAPES

SUITABLE BACKFILL

SAND

EXISTING BITUMINOUS

CONCRETE PAVEMENT

MIN

12" (300)12" (300)

(300)

12"

24" (600) MAX.

SAW CUT EDGE SEAL JOINT

4" (100) SUPERPAVE 1/2 " (13) OVER

1" (25) SUPERPAVE 3/8 " (9)

9 1/8 " (230) SUPERPAVE 1 1/2 " (38)

10" (250) PROCESSED AGGREGATE OR

18" (450) PROCESSED AGGREGATE (ROCK CUTS)

"CAUTION-FIBER OPTIC CABLE BURIED BELOW".

2" (50) RIGID METAL CONDUIT

4" (100) MIN.

12"

(300)

4" (100)

(900 T

O 1

500)

36

" T

O 6

0"


NOTE: USE SUPERPAVE LAYERS AS SHOWN OR AS DIRECTED BY THE ENGINEER

SUBBASE

EDGE OF TRAVELWAY

PAVEMENT

SHOULDER

PAVEMENT

SUBBASE

No. 8 CRUSHED OR BROKEN STONE

4" (100) RMC

6"

(150) (150)

6"

4" (100) PERFORATED OR SLOTTED PIPE

2" (50) CONCRETE CAP

18 3

/8"

(46

0)

MIN

.

TYPICAL CONDUIT INSTALLATION

IN AREAS OF PAVEMENT EDGE DRAIN OR UNDERDRAIN.

NOTE: IN SLOPES STEEPER THAN 1:2, CONDUIT SHALL HAVE A MINIMUM

COVER OF 24" (600) PERPENDICULAR TO THE SLOPE.


#8 STRANDED COPPER CABLE

SAND

SUITABLE BACKFILL


MIN

4" (100)

4" (100) MIN.

36

" T

O 6

0"

(900 T

O 1

500)

(300)

12"

(300)

12"

EXISTING GRADE

MAX MAX

12" (300) 12" (300)



MIN

4" (100)

4" (100) MIN.

(300)

12"

36

" T

O 6

0"

(900 T

O 1

500)

24" (600) MAX.

6" (

150)

MIN

.

12

" (

30

0)

MA

X.

SUITABLE BACKFILL


SAND



NOTE: USE SUPERPAVE LAYERS AS SHOWN OR AS DIRECTED BY THE ENGINEER



4" (100) MIN.

36" (

900)

TY

P.

EXISTING BITUMINOUS

CONCRETE OVERLAY


SAW CUT EDGE

CONCRETE PAVEMENT


SAW CUT EDGE

(150) (150)

6" 6"

CONCRETE FILL (CONCRETE-CALSS "C")

4" (100) SUPERPAVE 1/2 " (13) OVER

1" (25) SUPERPAVE 3/8 " (9)

4" (100) PVC OR RIGID METAL CONDUIT4" (100) PVC OR RIGID METAL CONDUIT

CONDUIT UNDER CONCRETE SIDEWALK

SIDEWALK OR DRIVEWAY

R.M.C. UNDER BITUMINOUS CONCRETE

6" TO 12" (150 TO 300)

(TYP.)

12"SUITABLE BACKFILL


12" (300) 12" (300)24" (600) MAX


2" (50) BIT. CONCRETE - CLASS 2

8" (200) GRAVEL BASE COMPACTED IN TWO COURSES

SAND



(300)

10"

(250)

(900)

36"


EXISTING BITUMINOUS CONCRETE PAVEMENT


SAND


SUITABLE BACKFILL

SAW CUT EDGE SAW CUT EDGE

36" TO 60"

12"

24" (600) MAX 12" (300)12" (300)

5" (125) CLASS "C" CONCRETE

8" (200) GRABEL BASE COMPACTED IN TWO COURSES


4" (100) PVC OR RIGID METAL CONDUIT


(300)

EXISTING CONCRETE SIDEWALK

(900 TO 1500)

4" (100) MIN.

4" (100) MIN.

4" (100) MIN.

4" (100) MIN.


4" (100) PVC OR RIGID METAL CONDUIT

IMS TRENCHING DETAILS

D.K. SWINBURNE

R.A. KENNEDY

I-84 INTERCHANGES

5 & 6 IMPROVEMENTS

DANBURY

IMS-03

34-313

08.03

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.


DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.


DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.


DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

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DESIGNER/DRAFTER:

CHECKED BY:


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CHECKED BY:


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DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.



















4/4/2014

SIGNATURE/

BLOCK:

DATE: APPROVED BY:




Plotted Date:

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D D

A

A

1) BLOCK UNUSED OPENINGS OF HANDHOLE ON THE OUTSIDE WITH PRESSURE TREATED PLYWOOD.

2) GROUT AROUND ALL CONDUITS

FLAT HEAD BOLT, RECESSED IN PLATE COVER. INSERTS TO HAVE CLEANOUTS.

4) TYPE II HANDHOLE 30" (760) SIDE INSTALLED PARALLEL TO ROAD UNLESS OTHERWISE NOTED.

5) WHERE AN EXISTING CONCRETE SIDEWALK SLAB ABUTTING A HANDHOLE IS DAMAGED

6) 12-#3 REINFORCING BARS REQUIRED FOR ALL HANDHOLES.

CONCRETE HANDHOLE NOTES:

OR CUT DURING INSTALLATION THE ENTIRE SECTION SHALL BE REPLACED.

HANDHOLE COVERS

STEEL GROUNDING TAB

CAST IRON 3/8 " (10) NON SKID FLOOR PLATE

GALVANIZED STEEL

3/16 " (5)

1/2 " (13)

1" (25)

1"

(25)(25)1"

5/16 " (8) DIA. HOLE *

5/8 " (16)* NOTE:

ATTACH 6’ (2 m) LENGTH OF NO. 8 GROUND WIRE TO

GROUNDING TAB WITH ONE HOLE LUG, 1/4 "-20 X 3/4 "

CONDUIT BONDING BUSHING IN HANDHOLE.

(M6 X 20) LG. SST HEX HEAD BOLT, AND SST FLAT

WAHSER. ATTACH FREE END OF GROUND WIRE TO

(230)

9"

1/2 " (13) DIA. C’SINK (TYP.)

25 1/4 " (640)

27" (685)

21 1/2 " (545)

(590)

23 1/4 "

Sq.

7/8 " (22) TYP.

GROUNDING TAB WELDED TO

BOTTOM CENTER OF COVER

WITH 3/16 " (5) FILLET WELD

(3 SIDES) SEE DETAIL (TYP

FOR ALL STEEL COVERS)

30" (760)

22" (560)

4" (100)

4" (100)

1 1/2 " (40)

(200)

8"14"

(350)

24" (610)

LOCKING DEVICE

3/8 " (10) BOLTS, STAINLESS STEEL

HANDHOLE EXTENSIONS

CONCRETE HANDHOLE TYPE II

BANK ADAPTER

CONCRETE HANDHOLE

CLASS "A" CONCRETE

CONCRETE HANDHOLE TYPE II

CLASS "C" CONCRETE

12 - #8 REINFORCING BARS REQ’D

SECTION "A-A"

TONGUE TO MATCH

TOP OF HANDHOLE

DIM

. "B

"

300

150

100

50

DIM. "B" CHART

4" SHOWN

2"

6"

12"

HEIGHT

ENGLISH METRIC

1/2 " (13)

HEIGHT

SECTION "D-D"

3/4 " (19)

1" (25)

CLEANOUT

INSERTBENEATH

INSERT DETAIL

1 1/2 " (40)

8"

1/2 " (13) INSERT

(200)

1 1/2 " (40)

1 3/4 " (45)

PLAN VIEW

C C

DD

A

A

3/4 " (19)

3 1/4 " (85)21 1/2 " (545)

1" (25)

R.M.C. SWEEP

5" (125)

1 3/4 " (45)

20" (510) SQ.

RECESS

23 1/2 " (595) SQ.

30" (760) SQ.

4 1/8 " (105)

SECTION C-C

3/4 " (19) CRUSHED STONE (TYP. ALL HANDHOLES)

(300) (TYP. ALL HANDHOLES)

12"

(75)

3"12" (300)

REINFORCING BARS

PAVEMENT

SCREENED DRAIN WHERE CALLED FOR

ON PLAN OR DIRECTED BY THE ENGINEER.

(450)

18" MIN.

(650)

26"

MIN.

(600)

24"(125)

5"

3/4 " (19) CHAMFER

INSULATING BONDING BUSHING

1/2 " (13) RECESS FOR HANDHOLE COVER

PLACES FOR ALL HANDHOLES)

1/2 " (13) INSERT (TYP IN TWO

4-#3 REINFORCING BARS REQUIRED.

CONCRETE INSERTS

4" (100)

27 1/4 " (690)

25 1/4 " (630) O.C.PLATE OPENING

1 3/8 " (35)

(300)12"

3 1/2 " (90)

3/8 " (9) TO FIT INTO TYPE II HANDHOLE1 1/2 " (40)

TOP VIEW DIMENSIONS AND SECTION VIEWS

SAME AS CONCRETE HANDHOLE.

4-#3 REINFORCING BARS REQUIRED.

27 1/4 " (690)

30" (760)

PLATE OPENING

7 1/2 "

(190)PLATE OPENING

9 1/4 " (235)

7/8 " (22)

(350)

14"

2 1/8 " (55)

THREADED CONCRETE INSERT (TYP.)

7 1/2 " (190)

24"

(600)

(125)

5"

1 1/2 " (40) (TYP.)

REINFORCING BARS

7" (180)

2" (50)

8" (200)

3" (75) TYP.

(180)

7"

3" (75) TYP.

24" (600)

15" (375)

(125)

5"

1 3/8 " (35)

1" (25)

1/2 " (13)

3" (75) DIA. (3 REQ’D)

23 1/2 " (595)3 1/4 " (85) (TYP.)

3) USE 1 1/2 " X 3/8 " (40 X 10) CONCRETE INSERT. STANDARD THREAD, STAINLESS STEEL,

D.K. SWINBURNE

R.A. KENNEDY

CONCRETE HANDHOLEDETAILS

I-84 INTERCHANGES

5 & 6 IMPROVEMENTS

DANBURY

IMS-04

34-313

08.04

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.


DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.


DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.


DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.


DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.


DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.


DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.



















4/4/2014

SIGNATURE/

BLOCK:

DATE: APPROVED BY:




Plotted Date:

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R.A. KENNEDY

D.K. SWINBURNE----

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25 AMP 2 POLE CIRCUIT BREAKER FOR CAMERA

LOCATION

SERVICE CABINET LAYOUT

TRAFFIC CONTROL FOUNDATION

PEDESTAL TYPE I

SECTION A - APRECAST PEDESTAL BASE - TYPE I

STEEL BARS

A A

4" (100)

2’-6

" (

76

0)

12- #10 m REINFORCING

3" (75)

4" (100)

3/4 " X 18" (19 X 460) MIN. ANCHOR BOLTS.

SHALL BE HOT DIPPED GALVANIZED FOR ENTIRE LENGTH

AFTER THREADING. GALVANIZED FLAT WASHERS AND

NUTS TO BE SUPPLIED WITH PEDESTAL BASE.

4"(100)T

YP.

12 1/2 " (318) BOLT CIRCLE

8 3/8 " (220) DIA. CENTER CORE1’-8"

(510)

SQ.

36" (900) ALUMINUM PEDESTAL

NOTES:

TRANSFORMER BASE

GROUNDING STUD

ANCHOR BOLT WITH HEX

NUT AND WASHER (TYP.)

SHIM AS REQUIREDINSULATED BONDING BUSHING

#8 BARE GROUND WIRE

QUANTITY AS INDICATED ON PLANS

R.M.C. SWEEP, SIZE, DIRECTION AND

GROUND ROD

SIDEWALK

INSULATING BONDING BUSHING

GRADE LINE TYP.

R.M.C. SWEEP

3/4 " X 18" (19 X 460) ANCHOR

BOLT (4 REQ’D)

1/4 " (6) EXPANSION JOINT

3 5/8 "

(90)

36"

(900)

(600)

MIN.

24"

3" (75)

(510)

SQ.

12 3/4 " (320)

SIDEWALK

AREAS

EARTH

AREAS

1’-8"

25 AMP 2 POLE CIRCUIT BREAKER FOR CAMERA LOCATION

240 VOLT SERVICE TO CAMERA CABINET

GN

L

L1

LG

2


50 AMP SINGLE POLE CIRCUIT

METER SOCKET

NEUTRAL BUS BAR

GROUND BUS BAR

SERVICE LATERAL

GROUND ROD

3/4 " (19) PLYWOOD

150 AMP 2 POLE CIRCUIT

BREAKER SERVICE LATERAL

AUX. TERM. CABINET 16" (400) 12" (300) 6" (150)

SERVICE CABINET 36" (900) 20" (500) 16" (400)

CABINET TYPE HEIGHT WIDTH DEPTH

2" (50) R.M.C.

COUPLING

COUPLING

36

" (

90

0)

UTILITY POLE.

CORD FROM METER SOCKET TO

1 1/2 " (40) BUSHED NIPPLE

60

" (

15

00

)

CLAMP

1 14’’ (30) BUSHED NIPPLE

PEDESTAL ADAPTER

INSTALL 3/16 " (5) NYLON PULLING

CORD FROM AUXILIARY TERMINATION

CABINET TO UTILITY POLE.

SERVICE LATERAL

GROUND BUS BAR

NEUTRAL BUS BAR

METER SOCKET

GROUND ROD

L1L

G2


24" (600)

150 AMP 2 POLE CIRCUIT

BREAKER SERVICE LATERAL

3/4 " (19) PLYWOOD

5/8 " X 10’ (16 X 3000) GROUND ROD

SERVICE (208 VOLT)

SERVICE CABINET LAYOUT

SERVICE (120 VOLT, 240 VOLT AND 240/120 VOLT)

24"

(600)

N

240/120 VOLT SERVICE TO VMS CABINET

INSTALL 1/4 ’’ (6) NYLON PULLING

CLAMP

COMPANY REQUIREMENTS)

PVC SLIP JOINT

4" (100)

6" (150)

GRADE LINE

NO. 8 BARE COPPER GROUND

3/4 " (20) RMC WITH 1-

NO. 8 BARE COPPER GROUND WIRE

BONDING CLAMP APPROVED FOR DIRECT BURIAL,

O-Z GEDNEY TYPE CG OR APPROVED EQUAL.

PEDESTAL MOUNTED

CABINET

2" (50) LIQUIDTIGHT

FLEXIBLE METAL CONDUIT

100 AMP 2 POLE CIRCUIT BREAKER FOR VMS LOCATION

BREAKER FOR CAMERA LOCATION

WITH 5KVA, 240V - 120V TRANSFORMER

WITH 5KVA, 208V - 120V TRANSFORMER

AUXILIARY TERMINATION CABINET WHERE

SIZE FOR TELCO DEMARCATION EQUIPMENT

INDICATED ON THE PLANS MUST BE ADEQUATE

2" (50) TYP.

WIRE - BOND TO GROUND ROD IN TRANSFORMER BASE

3" (75) RMC

(AS PER UTILITY

METER SOCKET PER UTILITY

COMPANY REQUIREMENTS

PLACE NO. 6 CRUSHED STONE IN CENTER OPENING AFTER CONDUITS AND

GROUND ROD HAVE BEEN INSTALLED. THE OPENING SHOULD BE CAPPED

WITH 2" (50) GROUT LEVEL WITH THE TOP OF FOUNDATION AND NEATLY FINISHED.

THE GROUT SHALL CONFORM WITH THE REQUIREMENTS OF ARTICLE M.03.01-12.

TYPICAL ELECTRICAL

AND ATC DETAILS

I-84 INTERCHANGES

5 & 6 IMPROVEMENTS

DANBURY

IMS-05

34-313

08.05

DESIGNER/DRAFTER:

CHECKED BY:


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SHEET NO.


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4/4/2014

SIGNATURE/

BLOCK:

DATE: APPROVED BY:




Plotted Date:

CONNECTICU

T

DE

PA

RT

ME

NT

O F TRANS

PO

RT

ATI

ON

R.A. KENNEDY

D.K. SWINBURNE----

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-

-

-

--

NOTES:

OPTIC CABLE SPLICE ENCLOSURE.

1. NEWLY INSTALLED WOOD POLES SHOWN. INSTALLATIONS

TO EXISTING UTILITY POLES SIMILAR.

3. SPLICE CASES SHALL BE PAID UNDER THE ITEM "FIBER

CABLE-DROP INSTALLATION

CABLE LASHING CLAMPS (TYP.)

MESSENGER SUPPORT

3 BOLT SUSPENSION CLAMP

WITH "J" HOOK

DOUBLE LASHED TO MESSENGER (TYP.)

SPLICE CASE (SEE DETAIL)

OPTICAL FIBER CABLE

TO CAMERA STATION

WOOD POLE

STAND-OFF CONDUIT CLAMP

MESSENGER SUPPORT

12" (300) MIN.

72"

(1800)

MAX.

STAND-OFF ELEVATION STAND-OFF ENTRANCE DETAIL

MESSENGER SUPPORT

ENTRANCE FITTING TO BE INSTALLED

3 BOLT SUSPENSION CLAMP

WITH "J" HOOK

CAMERA SITE OR VMS SITE,

DOUBLE LASHED TO MESSENGER

CONDUIT STAND-OFF INSTALLATION

FOR WOOD POLE

TYPICAL WOOD POLE AND GUY INSTALLATION

CONDUIT CLAMP DETAIL

ELEVATION

WOOD POLE

96"

(2400)

MIN.

SPLICE CASE

PLAN

4"

(100)

WOOD POLE

WITH P.U.C.A. STANDARDS

INSTALLED IN ACCORDANCE

STAND-OFFS SHALL BE

CABLE LASHING AT A CORNER POLE DETAIL

72"

(1800)

GROUND SURFACE

STRANDVISE

STRANDVISEGUY GRIP

STRANDVISE

GUY GUARD

EYE BOLT WITH WASHER AND NUT

1" (25) ANCHOR ROD

CHANCE ANCHOR CATALOG

NO. 1283-1 OR EQUIV.

CABLE GUARD

12" (300) 12" (300)

10" (250) 10" (250)

END CAP

MESSENGER SUPPORT

RIGID METAL OR PLASTIC

SPLICE TRAYS

CLAMP BARS

CLAMP ASSEMBLY FOR CABLE

8"

(200)

RE-ENTERABLE WATERTIGHT

COVER ASSEMBLY

OPTICAL FIBER CABLE TO CCTV

CAMERA SITE OR VMS SITE

34" (850) (TYP)

(TYP)

FIBER OPTICAL CABLE FIBER OPTICAL CABLE

FIBER OPTICAL CABLE

FIBER OPTICAL CABLE

ATTACHMENT, UNLESS OTHERWISE DIRECTED ON PLANS.

AND AT LEAST 12" (300) ABOVE HIGHTEST COMMUNICATIONS

40" (1000) BELOW LOWEST POWER COMPANY ATTACHMENT,

2. ENSURE THE ATTACHMENT POINT HAS CLEARANCES OF AT LEAST

OPTICAL FIBER CABLE OR TELEPHONE DROP

DOUBLE LASHED TO MESSENGER (TYP.)

AT AN UPWARD 45 DEG ANGLE

OPTICAL FIBER CABLE OR

TELEPHONE DROP TO CCTV

UTILITY AND WOOD POLE

INSTALLATION DETAILS

I-84 INTERCHANGES

5 & 6 IMPROVEMENTS

DANBURY

IMS-06

34-313

08.06

Documents

08 - IMS - · PDF fileborder version: 6/1/05 c o n n e cti c u t d e p a r t m e n t o ... the design appears to conform to applicable criteria. ... 08 - ims 08.01. bit parking bit