S06 - Amendment 0007 Att 6 - 000-TN500 - TECHNOLOGY DETAILS.pdf

LID SHALL BE MARKED

"TELECOMMUNICATIONS"

MOUSE HOLES - (4).

CONDUIT ENTRY PENETRATION NOT TO

EXCEED 25 PERCENT OF SIDE WALL AREA

STAINLESS STEEL HEX

HEAD BOLT W/WASHER

PULL SLOT

SKID RESISTANT SURFACE

EXTENSIONS AS

REQUIRED BY

CONDUIT DEPTH

KNOCKOUTS - (8)

SLOPE GRADE AWAY

FROM COVER 1" IN 3'

GRAVEL DRAINAGE BED MINIMUM 6"

DEPTH. MINIMUM SIZE GRAVEL 1"

NOTES:

1. ALL DIMENSIONS ARE NOMINAL INSIDE CLEARANCES.

2. ANY SPLICES OR DEVICES IN HANDHOLE SHALL BE SUBMERGIBLE.

8" E

XTENSIO

N

LOG

O

LENGTH

W

IDTH

DEPTH

BELOW GRADE CONCRETE WALL OR FLOOR

HYDROSTATIC SEAL ASSEMBLY. INSTALL

ASSEMBLY SO BOLT HEADS ARE ACCESSIBLE

FROM INTERIOR FOR DISASSEMBLY.

"LINK-SEAL", OZ-GEDNEY "CSM" SERIES,

CROUSE-HINDS "TW" SERIES, REFER TO NOTE #1

DUCT SEALING COMPOUND IN INTERIOR OF CONDUIT.

JM CLIPPER DUXSEAL OR EQUIVALENT PULL BOX, CONDUIT

FITTING OR AUXILIARY

GUTTER, REFER TO

NOTE #2

APPLY CAULK FLUSH WITH SURFACE AND PROVIDE

CHROME ESCUTCHEON RING FOR FINISHED WALLS

CAST OR MALLEABLE IRON SLEEVE WITH WATER

STOP, IF NOT CORE DRILLED

IF APPLICABLE, DOWEL DUCT BANK TO CONCRETE

WALL WITH MINIMUM OF (4) #4 EMBEDDED

MINIMUM OF 4" AND EPOXY ANCHORED

NOTES:

1. HYDROSTATIC SEAL SELECTION BASED ON OUTSIDE DIAMETER OF CONDUIT AND INSIDE

DIAMETER OF SLEEVE OR BORE.

2. PROVIDE PULL BOX, CONDUIT FITTING OR AUXILIARY GUTTER, SIZED PER N.E.C. WITHIN 5' OF

CONDUIT ENTER TO ALLOW SEALING OF CONDUITS. BOX ORIENTATION IS DIAGRAMMATIC

SEALING COMPOUND SHALL BE NON-HARDENING MATERIAL FOR WATERSTOP AND MOISTURE

BARRIER, OZ/GEDNEY "DUX" OR APPROVED EQUIVALENT SEAL BOTH ENDS OF EXTERIOR

CONDUITS.

3. THIS DETAIL APPLIES TO ALL BELOW GRADE WALL AND FLOOR CONDUIT ENTRIES INTO

BUILDING.

RIGID METAL CONDUIT THRU WALL

MARKER TAPE WITH

METALLIC TRACER, 12"

ABOVE DUCT BANK

(4) #4 BARS CONTINUOUS

ON TOP AND BOTTOM

4" SCHEDULE 40 PVC

4" MINIMUM COMPACTED

AGGREGATE BASE.

[PRECAST CONCRETE PADS

ON UNDISTURBED EARTH

UNDER EACH SPACER]

#4 TIE BARS AT 3'-0" ON CENTER

INTERMEDIATE SPACER

CONDUIT NONMETALLIC SPACER,

MAXIMUM 5' ON CENTER. [CARLON

S288 SERIES, UNDERGROUND

DEVICES WUNPEECE, OSBORN

ASSOCIATES 5100 SERIES]

3" MIN. 3" MIN.

M

IN

M A

X

/2

/4

2500 PSI CONCRETE

7 1/2" 7 1/2" 7 1/2" 7 1/2"

CLEAN EARTH

BACKFILL PLACED PER

SPECIFICATIONS

FINISHED GRADE

NOTES:

1. INSTALL 2000LB TENSILE STRENGTH BRAIDED POLYPROPYLENE

PULLCORD IN ALL CONDUITS.

2. TRENCHING AND BACKFILL ACCORDING TO SPECIFICATIONS.

3. MINIMUM OF 4'-0" CLEAR BETWEEN ADJACENT DUCTBANKS.

4. DOWEL ENDS OF DUCTBANK TO FOUNDATION OR MANHOLE WITH A

MINIMUM OF (4) #4 DOWELS.

(4) FIBER INNERDUCTS &

CAT5E COPPER CABLES

IN EACH CONDUIT

(4) FIBER INNERDUCTS &

OS2 OPTICAL FIBER

CABLES IN EACH CONDUIT

(4) FIBER INNERDUCTS &

CAT5E COPPER CABLES

IN EACH CONDUIT

/2

(4) FIBER INNERDUCT &

OS2 OPTICAL FIBER

CABLES IN EACH CONDUIT

SPARE CONDUITS

SPARE CONDUITS

PULLING IRONS, COORDINATE

LOCATIONS OPPOSITE CONDUIT

ENTRY LOCATIONS

MANHOLE FRAME AND LID AND

OPENING SHOWN DIAGRAMMATICALLY.

LOCATE IN CORNER AS INDICATED ON

PLAN OR AS REQUIRED FOR ACCESS

AS COORDINATED WITH CABLE

PENETRATIONS IN MANHOLE

SECTION VIEW

FINISH GRADE

SLOPE CONDUIT TO

MANHOLE (TYP.)

5/8" x 8'-0" COPPER GROUND ROD. BOND

TO ALL STEEL IN MANHOLE WITH 1-#6 AWG.

BOND TO ALL GROUND CONDUCTORS

ROUTED IN MANHOLE

COORDINATE CONDUIT ENTRY

LOCATIONS WITH SITE PLAN (TYP.)

PROVIDE FIBERGLASS MANHOLE LADDER

FOR ACCESS. COORDINATE LOCATION

WITH MANHOLE FRAME AND LID. PROVIDE

AND INSTALL ALL NECESSARY EQUIPMENT

TO SECURE LADDER TO MANHOLE. REFER

TO SPECIFICATIONS FOR DETAILS

#4 AT 6" O.C. EACH WAY

R-1640 MANHOLE FRAME WITH SOLID LID

MANUFACTURED BY NEENAH FOUNDRY

COMPANY, THE LID SHALL BE MARKED

"TELECOMMUNICATIONS". LID SHALL BE

LOCKABLE.

GROUT

PRE CAST BOTTOM SECTION

#4`S AT 6" O.C. BOTTOM

EACH WAY

#4 TOP AND BOTTOM ON

FOUR SIDES OF OPENING

PROVIDE PRE CAST

EXTENSIONS AS NEEDED

TO REACH GRADE

MINIMUM OF 1/3 CU. YD

OF CRUSHED GRAVEL

2" PVC DRAIN PIPE, SLOPE

DOWN TOWARDS GRAVEL

AWAY FROM THE MANHOLE

DRAIN COVER

CAST-IN-PLACE OR

PRE-CAST CONCRETE TOP

PRE CAST TOP SECTION

INSIDE MANHOLE DIMENSIONS

SHALL BE 72"W X 72"Dx 72"H

M

IN

IM

U

M

(1

(1

(7

/2

M

IN

IM

U

M

(6

M

IN

IM

U

M

(36")

(6") (6")

(1

(1

MALLEABLE IRON

BELL END (TYP.)

NOTES:

1. DETAIL SHOWN DIAGRAMMATICALLY.REFER TO 0-TG003 FOR MANHOLE LOCATIONS.

2. DETAIL IS TYPICAL OF ALL MANHOLES.

3. A MINIMUM OF 50' OF EACH FIBER CABLE SHALL BE COILED IN EACH MAINTENANCE HOLE.

4. MINIMUM INTERIOR DIMENSIONS OF 72" X 72" X 72".

20'-0" MINIMUM

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s /C h ill ic o th e V

A

E H

R M

/T

.0

V A

-C h ill ic o th e

C a m p u s

C .r v t

/1 /2

:1

:2

P M

000-TN500

TECHNOLOGY DETAILS

07/07/2023 ACA ECW

EHRM INFRASTRUCTURE

UPGRADES

538-21-701

CHILLICOTHE, OHIO

BID DOCUMENTS

CHILLICOTHE

VAMC

Approved: Veteran's Affairs Medical Center

NO SCALE

EXTERIOR HAND HOLE DETAIL

NO SCALE

EXTERIOR WALL PENETRATION DETAIL

NO SCALE

DUCTBANK DETAIL

NO SCALE

TELECOMMUNICATIONS MANHOLE DETAIL

No. Revisions: Date:

BID DOCUMENTS 07/07/2023

1 Addendum #1 10/30/2023

2 Addendum #2 12/11/2023