36C26118B0611-0006002.pdf

REMOVE EXISTING DECORATIVE BOLLARDS

WITHIN THIS BOUNDARY. INSTALL LIGHTED

K4 SECURITY BOLLARDS AT ALL ORIGINAL

EXISTING DECORATIVE LIGHTED BOLLARD

LOCATIONS. CONTRACTOR TO VERIFY ALL

BOLLARD LOCATIONS.

C6

AS100

TYP

C6

AS100

TYP

REMOVE EXISTING DECORATIVE BOLLARDS

WITHIN THIS BOUNDARY. INSTALL LIGHTED K4

SECURITY BOLLARDS AT ALL ORIGINAL

EXISTING DECORATIVE LIGHTED BOLLARD

LOCATIONS. CONTRACTOR TO VERIFY ALL

BOLLARD LOCATIONS.

FIXED SECURITY BOLLARD NOTES:

FIXED EMBED-MOUNT SECURITY

BOLLARD AS RECOMMENDED BY

THE MFG TO PROVIDE ANTI-RAM

RESISTANCE CAPABLE OF

STOPPING A 4,000-LB. MIN. VEHICLE

TRAVELING 30 MILES PER HOUR

MIN.

8" DIAMETER LIGHTED K4 SECURITY

BOLLARD BY CALPIPE INDUSTRIES

OR APPROVED EQUAL.

BOLLARD FINISH PER

SPECIFICATION 34 71 13 VEHICLE

BARRIERS

PEDESTRIAN SIDE

CONTINUOUS STRIP FOOTING

FOUNDATION SIZE AND REINFORCING

BY MANUFACTURER

AS REQ. BY MFG.

A S

R E

Q B

Y M

F G

3' -0

MATCH PROFILE AND SLOPE OF EXISTING CURB,

PAINT TO MATCH EXISTING CURB

FLAT CAP AND STACKED LOUVER

STYLE GLASS REFRACTOR.

12 GA METAL COVER

8" SCH. 80 A53 PIPE

STIFFENER PLATE

4 X 3/8" ANCHOR BOLTS

3/4" DIA. CONDUIT EACH WAY

AS REQUIRED. STUB-UP

SHALL BE GALVANIZED RIGID

METAL, HALF-LAP WRAPPED

WITH 10 MIL PVC TAPE.

0 4'-0" 8'-0" 16'-0"

NORTH

o n e -e ig h th i n c h o n e f o o t o n e -q u a rt e r in c h o n e f o o t th re e -e ig h th i n c h o n e f o o t o n e -h a lf i n c h o n e f o o t th re e -q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e -h a lf i n c h o n e f o o t th re e i n c h e s o n e f o o t

Drawing number

Drawn

Building Number

Location

Project Title

Date

Contract Number

Checked by

Drawing Title

Approved : Project Director

CONSULTANTS: ARCHITECTS/ENGINEERS: Office of Construction and Facilities Management

ARCHITECTURE/

INTERIOR DESIGN:

HDR Architecture, Inc.

3200 E Camelback Road, Suite 350 Phoenix, AZ 85018

FULLY SPRINKLERED

Project Number

VA101CFM-P-0159

VA262-16-F-5914

593-15-330

1 2 3 4 5 6

A

B

C

D

E

F

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

7 8 9

U.S. Department of Veterans Affairs

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A F

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AS100

PARTIAL SITE PLANS & DETAILS

JG SQ08/30/2017

EAST-WEST ENTRANCE

MODIFICATIONS

6900 North Pecos Road North Las Vegas, NV 89086

1/16" = 1'-0" A1

EAST BOLLARDS DEMOLITION

1/16" = 1'-0"

A6

WEST BOLLARDS DEMOLITION

1" = 1'-0" C6

SECURITY BOLLARD

1. DRAWINGS & SPECIFICATIONS ARE COMPLIMENTARY COMPONENTS

OF THE CONTRACT DOCUMENTS, REVIEW ALL DRAWINGS AND

SPECIFICATIONS FOR THE COMPLETE SCOPE OF WORK. NOTIFY

ARCHITECT IMMEDIATELY FOR CLARIFICATION IF INCONSISTENCIES,

CONTRADICTIONS OR OMISSIONS ARE DISCOVERED.

2. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS

REQUIRED & NOT FOUND, NOTIFY ARCHITECT IMMEDIATELY FOR

CLARIFICATION.

3. CONTRACTOR SHALL PHASE CONSTRUCTION TO MAINTAIN

THROUGH TRAFFIC FOR PATIENT DROP OFF VEHICLES AT BOTH

ENTRANCES AT ALL TIMES DURING CONSTRUCTION.

4. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS INCLUDING

EXISTING STRUCTURES, PAVED SURFACES, AND UNDERGROUND

UTILITIES IN THE AREA OF WORK PRIOR TO STARTING

CONSTRUCTION.

5. IF EXISTING CONDITIONS PREVENT CONTRACTOR FROM

CONSTRUCTING SHALLOW-MOUNT STRIP BOLLARD FOOTINGS,

CONTRACTOR SHALL CONSTRUCT DEEP-MOUNT BOLLARD

FOOTINGS IN REQUIRED LOCATIONS AS RECOMMENDED BY THE

MANUFACTURER.

6. PROTECT ALL EXISTING CONSTRUCTION ADJACENT TO PROJECT

AREA FROM DAMAGE DURING PROJECT CONSTRUCTION.

7. PROVIDE CLEAN AND SMOOTH TRANSITION FROM EXISTING

CONSTRUCTION TO NEW CONSTRUCTION.

SHEET NOTES:

NO REVISIONS DATE

1 100% FINAL CONSTRUCTION DOCUMENTS 08/30/2017

2 100% FINAL CONSTRUCTION DOCUMENTS-ADDENDUM 1 02/01/2018