597-17-101 FULL SET 100PCT_Part3.pdf

VEG 4.14

595-17-101

1700 S. LINCOLN AVE; LEBANON, PA 17042

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

321 4 5 6 7 8 9 10

Project Director

Issued: Date:

750 W HAMPDEN AVE

SUITE #300

ENGLEWOOD CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION

DOCUMENTS

PHYSICAL SECURITY

IMPROVEMENTS

of 5012/04/2020 TL JEE E-504

NA

LIGHT POLE, CAMERA AND

HANDHOLE DETAILS

(1) 3/4" CONDUIT TO ABOVE NEAREST

ACCESSIBLE CEILING OR TO CLOSEST

CABLE TRAY. IN AREAS WHERE WALL IS

GYPSUM, CONTRACTOR SHALL

CONCEAL CABLING AND CONDUIT WITH-

IN WALL.

CAMERA

SMOKED DOME

DOME BODY

WALL MATERIAL

NOTES:

PARAPET WALL

LIQUID TIGHT, PVC COATED

FLEXIBLE

METAL CONDUIT

(UON)

NOTES:

SECURE WITH 1/4" (MINIMUM)

FASTENERS

SUITED FOR ENVIRONMENT.

PENDANT

DOME BODY

CAMERA

SMOKE DOME

(1) 3/4" CONDUITS, OR

UTILIZE POLE ITSELF FOR

PATHWAY DOWN TO UG

CONDUIT SYSTEM

NOTES:

LIGHT POLE

1. SECURE POLE MOUNT BASE PLATE TO CMU WITH MINIMUM 1/4" FASTENERS.

2. SEAL WALL MOUNT BASE PLATE TO FACE POLE ACCESS OPENING TO PREVENT WATER

INFILTRATION.

3. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION.

LIQUID TIGHT, PVC

COATED FLEXIBLE

METAL CONDUIT (UON)

SCALE: NO SCALE

INTERIOR FIXED CAMERA WALL MOUNTING DETAIL

SCALE: NO SCALE

EXTERIOR PARAPET MOUNTING DETAIL

SCALE: NO SCALE

EXTERIOR MOUNT CAMERA DETAIL

1. FIELD COORDINATE CAMERA TYPES AND MOUNTING HARDWARE IN CONJUNCTION TO THE

MOUNTING APPLICATION AND LOCATION - SC TO PROVIDE SHOP DRAWINGS AND SUBMIT FOR VHA

APPROVAL BEFORE PROJECT START.

2. SECURE WALL MOUNT BASE PLATE TO PARAPET WALL WITH MINIMUM 1/4" MASONRY FASTENERS.

COORDINATE WITH OWNER FOR APPROVED MOUNTING LOCATION (I.E. BRICK, BLOCK, ETC.).

3. SEAL WALL MOUNT BASE PLATE TO PREVENT WATER INFILTRATION.

4. CONTRACTOR SHALL ENSURE SUPPORT OF ALL OPEN CABLE WITH APPROPRIATE MEANS.

5. THE DETAIL IS DIAGRAMMATIC, AND IS NOT INTENDED TO CONVEY ALL EQUIPMENT, CONDUCTORS, CONNECTIONS, AND QUANTITIES REQUIRED. CONTRACTOR SHALL PROVIDE EQUIPMENT AS

NECESSARY TO SUPPORT CAMERAS AS SHOWN ON PLANS.

6. CONTRACTOR SHALL PROVIDE ROOF PENETRATION NEAR CAMERA LOCATION. PROVIDE WEATHER

HEAD PENETRATION OR APPROPRIATE PENETRATION TO SUPPORT CCTV CABLING. COORDINATE

FINAL LOCATION WITH OWNER PRIOR TO INSTALLATION.

7. CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIAL TO PROPERLY SEAL ROOF

PENETRATIONS AND ANCHOR POINTS TO PREVENT WATER INFILTRATION.

1. COORDINATE EXACT LOCATION OF CAMERA ON SITE WITH WORK BY OTHER TRADES TO ENSURE DESIRED VIEWING AREA AND SERVICE ACCESS AFTER COMPLETION OF PROJECT AND TO MINIMIZE

ANY POSSIBLE DAMAGE TO INSTALLED CAMERA OR ASSOCIATED CABLING.

2. CONDUIT SHALL STUB TO NEAREST ACCESSIBLE CEILING AND TERMINATE ORIENTED

HORIZONTALLY AT THE HEIGHT OF THE ASSOCIATED CABLE TRAY OR ROUTE. CONDUIT RUN SHALL

NOT CONTAIN MORE THAN 180 DEGREES OF BEND BETWEEN ACCESSIBLE JUNCTION BOXES OR

BETWEEN JUNCTION BOX AND END OF CONDUIT. WHERE CONDUIT STUBS TO AN ASSOCIATED

CABLE TRAY, CONDUIT SHOULD EXTEND TO CABLE TRAY. ALL CONDUITS MUST BE FITTED WITH A

NYLON BUSHING ON EACH END OF THE CONDUIT.

3. INSTALLING CONTRACTOR SHALL FURNISH AND INSTALL FIRESTOP MATERIALS FOR CAMERA

ROUGH-INS PER PROJECT REQUIREMENTS. REFER TO SPECIFICATIONS FOR FIRESTOP

REQUIREMENTS.

4" MINIMUM ABC OR THICKNESS OF EXISTING GRANULAR

BASE COURSE MATERIALS (E.G. ABC & SELECT

MATERIAL) WHICHEVER IS GREATER.

PORTLAND CEMENT CONCRETE (PCC) THICKNESS EQUAL

TO EXISTING.

FOR TRENCH WIDTHS 4' OR LESS REFER TO VA

STANDARD DETAIL 32 12 16-01 "TYPE 1 UTILITY TRENCH

PATCH".

FOR TRENCH WHERE PORTLAND CEMENT CONCRETE

(PCC) PAVEMENT EXISTS, REFER TO 32 12 16-03 "TYPE 3

UTILITY TRENCH PATCH".

2" MINIMUM OR THICKNESS OF EXISTING PAVEMENT

WHICHEVER IS GREATER.

BITUMINOUS SURFACE TREATMENT (CHIPSEAL)

REQUIRED ONLY FOR LONGITUDINAL TRENCHES WITH

WIDTHS GREATER THAN 6'.

REFER TO VA STANDARD DETAIL 32 12 16-04 "UTILITY

TRENCH PAVEMENT PATCH NOTES" FOR ADDITIONAL

INFORMATION.

SCALE: NO SCALE

TYPE 1 UTILITY TRENCH PATCH

NOTES:

CONDUITS LARGER THAN MOUSEHOLES CAN

ACCOMMODATE, SHALL ENTER BOTTOM OF HANDHOLE

WITH LONG RADIUS SWEEPS.

MOUSEHOLES - (2)

SLOPE GRADE AWAY FROM

COVER 1" IN 3'

KNOCKOUTS - (8)

EXTENSIONS AS REQUIRED

BY CONDUIT DEPTH

GRAVEL DRAINAGE BED MINIMUM 12" DEPTH EXTENDING

6" BEYOND ALL EDGES. MINIMUM SIZE GRAVEL 1" (CA5

OR CA7).

STAINLESS STEEL HEX HEAD

BOLT W/WASHER

PULL SLOT

SKID RESISTANT SURFACE

STAINLESS STEEL 304

2"X1 2"x.063 WOVEN METAL

MESH ABOVE GRAVEL FOR

RODENT CONTROL.

1. ALL DIMENSIONS ARE NOMINAL INSIDE CLEARANCES.

2. ALL SPLICES OR DEVICES IN HANDHOLE SHALL BE SUBMERSIBLE.

3. SEAL ALL CONDUIT ENDS WITH DUCTSEAL.

SCALE: NO SCALE

EXTERIOR HANDHOLE DETAIL SC-HH

LIGHT POLE PER LIGHT

FIXTURE SCHEDULE

3"x5" REINFORCED HAND HOLE WITH TAMPER RESISTANT

SCREWS. PROVIDE IN-LINE SCREW-TYPE FUSE

HOLDER(S) WITH FUSE(S).

POLE GROUNDING STUD

2-PIECE BOLT COVER PLATE.

PVC CONDUIT ADAPTER COUPLING

PVC CONDUIT

RIGID STEEL CONDUIT

UNDISTURBED SOIL OR SELECT BACKFILL

COMPACTED, SEE NOTE BELOW.

#4 BARE COPPER GROUND 20'-0"

COILED BELOW BASE

1" EMPTY CONDUIT WITH CAP

(WHERE SHOWN ON PLANS)

FINISHED GRADE

ANCHOR BOLTS PER POLE

MANUFACTURER'S REQUIREMENTS

WITH LEVELING NUTS ABOVE &

BELOW BASE PLATE

(2 '-0

(2

'-0

MI

N

CONCRETE BASE & REINFORCING

STEEL, SEE NOTE BELOW.

SCALE: NO SCALE

POLE BASE DETAIL - TURF AREAS

1. BACKFILL, CONCRETE, REINFORCING STEEL, AND ANCHOR BOLTS ARE SHOWN FOR REFERENCE

ONLY. STRUCTURAL DESIGN IS SHOWN ON STRUCTURAL DRAWINGS.

2. REFER TO SPECIFICATION SECTION 26 56 00 FOR MOUNTING AND LEVELING REQUIREMENTS.

3. REFER TO LANDSCAPE DETAILS FOR INSTALLATION OF PAVERS AND INTERFACE BETWEEN

PAVERS AND POLE BASE.

GENERAL NOTES:

(ft.)

H + 6.5 (ft.)

(ft.)

NOMINAL

POLE

LENGTH

BASE

BURIAL

DEPTH

(D)

REINF.

ROD

LENGTH

EXISTING ASPHALT

CONCRETE PAVEMENT

4'-0" MAX.

1'-0" MAX.1'-0" MAX.

ABC 100% MIN.

COMPACTION

ASPHALTIC CONCRETE

SAW CUT EXISTING.

ASPHALT FULL DEPTH

BOTH SIDES

TACK COAT (TYP.)

TRENCH

BACKFILL