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U.S.A. FLAG TEXAS FLAG U.T.S.A. FLAG PRECAST STONE CAP PRECAST STONE CAP PRECAST STONE CAP SEAT STONE VENEER PLAQUE BY OWNER REF. CIVIL DWGS. FOR GRADES AT BOTTOM OF WALL REF. CIVIL DWGS. FOR GRADES AT BOTTOM OF WALL REF. CIVIL DWGS. FOR GRADES AT BOTTOM OF WALL U.S.A. FLAG TEXAS FLAG U.T.S.A. FLAG MAINTAIN ELEVATION AT POLE BASE. CONCRETE PIERS VARY IN HEIGHT ABOVE FINISH GRADE. REF. STRUCT. DWGS. REF. CIVIL DWGS. FOR GRADES AT BOTTOM OF WALL REF. CIVIL DWGS. FOR GRADES AT BOTTOM OF WALL REF. CIVIL DWGS. FOR GRADES AT BOTTOM OF WALL PRECAST STONE CAP PRECAST STONE CAP PRECAST STONE CAP SEAT STONE VENEER SCALE: 1/4" = 1'-0" SOUTH ELEVATION 4 SCALE: 1/4" = 1'-0" NORTH ELEVATION 5

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Page 1: SITEfacilities.utsa.edu/wp-content/uploads/2017/09/Memorial-Garden... · the Flag Code became a foundation upon which traditions associated with the display of the flag developed

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PRECAST STONE CAP

PRECAST STONE CAP

PRECAST STONE CAP

SEAT

STONE VENEER

PLAQUE BY OWNER

REF. CIVIL DWGS. FOR

GRADES AT BOTTOM OF

WALL

REF. CIVIL DWGS. FOR

GRADES AT BOTTOM OF

WALL

REF. CIVIL DWGS. FOR

GRADES AT BOTTOM OF

WALL

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MAINTAIN ELEVATION AT POLE BASE.

CONCRETE PIERS VARY IN HEIGHT ABOVE

FINISH GRADE.

REF. STRUCT. DWGS.

REF. CIVIL DWGS. FOR

GRADES AT BOTTOM OF

WALL

REF. CIVIL DWGS. FOR

GRADES AT BOTTOM OF

WALL

REF. CIVIL DWGS. FOR

GRADES AT BOTTOM OF

WALL

PRECAST STONE CAP

PRECAST STONE CAP

PRECAST STONE CAP

SEAT

STONE VENEER

PRECAST STONE CAP

PRECAST STONE CAP

SEAT

REF. CIVIL DWGS. FOR

GRADES AT BOTTOM OF

WALL

REF. CIVIL DWGS. FOR

GRADES AT BOTTOM OF

WALL

PRECAST STONE CAP

STONE VENEER

PRECAST STONE CAP

PRECAST STONE CAP

SEAT

REF. CIVIL DWGS. FOR

GRADES AT BOTTOM OF

WALL

PRECAST STONE CAP

REF. CIVIL DWGS. FOR

GRADES AT BOTTOM OF

WALL

STONE VENEER

U.S. Flag Code

The U.S. Flag Code is federal legislation enacted to delineate how the U.S. flag is

displayed. From a legal standpoint, the provisions of the Flag Code rarely are

enforced. Additionally, the Supreme Court held that imposing sanctions for

alleged violations of the U.S. Flag Code would be unconstitutional. As a result,

the Flag Code became a foundation upon which traditions associated with the

display of the flag developed.

Height

Fly each of the flags at an appropriate height as the traditions growing out of the

Flag Code dictate. If there are three separate flagpoles available at the site, the

ideal situation is to fly each of the flags to be displayed at different heights. If the

display is in the preparation stage, you need to consider placing flagpoles at

three different heights.

The U.S. flag should be flown at the highest position, followed by the state flag.

The company or other flag that is displayed is flown at a level below the U.S. and

state flags.

Order

Place each flag in an appropriate order. If you have three poles with the same

height, there is an appropriate ordering for the individual flags. When facing the

flags while standing in front of the structure in which they are being flown, the

U.S. flag is placed on the pole to the left. The state flag is flown in the middle. The

company or other flag is placed on the right-hand pole.

If the flagpoles are of different heights, the U.S. flag is flown on the highest pole

in the middle, with the state flag to the left and the company flag to the right

(again, based on facing the display on approach).

If only two flagpoles are available, the U.S. flag is flown by itself on the left

flagpole. The state flag is flown on the top position of the right flagpole with the

company flag underneath.

You can fly a U.S. and a state flag on the same pole. However, tradition and law

dictate that you should not fly the U.S. flag on the same pole as a company flag.

Lighting

Maintain proper illumination of the flags. Nighttime displays of flags are

inspirational and wholly appropriate provided that the flags are well lit.

If you intend to fly the U.S. and state flag around the clock, these two flags must

be lit at night. The law regarding the placement of these flags require that they

never be left on a flagpole in the dark. There is no such statute or tradition for a

company flag--beyond the practices of a particular business.

CONSTRUCTION GENERAL NOTES:

1. CONTRACTOR SHALL VISIT PROJECT SITE TO FAMILIARIZE

THEMSELVES WITH THE SCOPE OF WORK, AND TO FIELD VERIFY

EXISTING CONDITIONS PRIOR TO BIDDING. ANY AMBIGUOUS ITEMS OR

DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT IN WRITING PRIOR TO SUBMITTING PROPOSAL.

2. THE CONTRACTOR IS TO COMPLY WITH FEDERAL, STATE AND LOCAL

CODE REQUIREMENTS. ADDITIONALLY, THE CONTRACTOR IS TO

COMPLETE TEXAS HEALTH DEPARTMENT NOTIFICATIONS AND SUBMIT

FORMS AND REQUIRED INFORMATION TO MEET "TEXAS COMMISSION

OF ENVIRONMENTAL QUALITY" (TECH) REQUIREMENTS PRIOR TO

START OF PROJECT.

3. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, OBTAIN

CLARIFICATION FROM THE ARCHITECT BEFORE CONTINUING THE

WORK.

4. NOTIFY ARCHITECT OF ANY VARIATION REQUIRED IN THE DIMENSIONS

NOTED FOR INSTALLATION OF EQUIPMENT BEFORE CONTINUING WITH

THE WORK.

5. VERIFY DIMENSIONS BEFORE ORDERING MATERIALS AND PROCEEDING

WITH THE WORK.

6. FLOOR PLAN(S) DIMENSIONS ARE TO THE CENTER LINE OF COLUMNS,

FACE OF CONCRETE OR MASONRY WALLS AND FACE OF METAL

STUDS, UNLESS NOTED OTHERWISE. DIMENSIONS TO EXISTING WALLS

ARE TO THE FINNISH FACE.

7. PROVIDE CONTROL JOINT IN STONE WALL AT 40'-0" O.C. MAX. -

COORDINATE LOCATION(S) WITH STRUCTURAL ENGINEER AND

ARCHITECT.

8. SHOULD THE CONTRACTOR SUSPECT THAT HAZARDOUS MATERIALS

ARE PRESENT, IMMEDIATELY NOTIFY OWNER TO ARRANGE FOR

PROPER REMOVAL OF ANY AND ALL HAZARDOUS MATERIALS.

9. CONTRACTOR SHALL REMOVE DELETERIOUS MATERIALS AND DEBRIS

FROM PROJECT SITE ON A DAILY BASIS, AND DISPOSE OF ITEMS IN

ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL CODE

REQUIREMENTS.

10. REFERENCE CIVIL DRAWINGS FOR DIMENSIONAL CONTROL PLAN(S).

11. REFERENCE ELECTRICAL DRAWINGS FOR POWER AND LIGHTING

PLANS.

12. PROVIDE (3 EACH - 1 US, 1 TEXAS, 1 UTSA) FLAGS - FLAG

SPECIFICATIONS PER OWNER'S STANDARDS

13. PROVIDE (3 EACH) TAPERED ALUMINUM - EXTERNAL HALYARD FLAG

POLES (SEAMLESS 6063 ALUMINUM ALLOY, HEAT TREATED TO T6

TEMPER)

13.1.1. FINIAL: 6" Gold Ball constructed from14 gauge spun

aluminum with a gold anodized and a tight lap joint.

13.1.2. TRUCK: Cast aluminum double pulley revolving truck unit

with aluminum pulleys mounted on a stainless steel pins.

13.1.3. HALYARD: 5/16" Braided Nylon Halyard with 2

included chrome plated cast bronze snaps and vinyl snap

covers that allow for one flag.

13.1.4. CLEAT: 9" cast aluminum cleat with stainless steel

fasteners.

13.1.5. BASE COLLAR: Constructed from light gauge spun

aluminum and finished to match flag poles finish. Base

collars protect the sand that is used to hold the flag pole in

the foundation tube from washing away.

13.1.6. GROUND SLEEVE:Corrugated steel with support plate and

lightning rod.

13.1.7. FINISH: Standard finish is an 80 grit brushed satin.

13.1.8. Wind Speed Rating without a Flag: 160 mph

13.1.9. Wind Speed Rating with Recommended Flag Size (8X12):

110 mph

14. WALL STONE VENEER SHALL BE SISTERDALE LIMESTONE - RUNNING

BOND PATTERN. USE GALVANIZED TWO-PIECE ADJUSTABLE WALL

TIES AT 16" O.C.E.W.

15. WALL CAP SHALL BE PRECAST STONE (16" MIN. AND 24" MAX. LONG

UNITS) WITH A SAND COLORED FINISH TO MATCH WALL MORTAR.

PARTIALLY GROUT JOINTS, AND FILL REST WITH ELASTOMERIC OR

URETHANE SEALANT AT JOINTS. USE EYE HOOK DRILLED INTO

CONCRETE @ HEAD JOINT OF COPING WITH S.S. PIN DRILLED INTO

COPING STONE (AT JOINTS).

16. DECORATIVE PAVERS SHALL BE ENGLISH EDGE ROSE FULL CLAY

BRICK PAVER. AS MANUFACTURED BY PINE HALL BRICK AND

DISTRIBUTED BY ACME BRICK OR APPROVED SUBSTITUTION.

CONTRACTOR SHALL SUBMIT PAVER SAMPLES FOR APPROVAL BY

OWNER AND LANDSCAPE ARCHITECT. REFER TO CIVIL INSTALLATION

DETAILS. PATTERN TO BE APPROVED PRIOR TO INSTALLATION.

SCALE: 1/4" = 1'-0"

FLOOR PLAN

3

TRUE

NORTH

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SCALE: 1/4" = 1'-0"

WEST ELEVATION

1

SCALE: 1/4" = 1'-0"

EAST ELEVATION

2

SCALE: 1/4" = 1'-0"

SOUTH ELEVATION

4

SCALE: 1/4" = 1'-0"

NORTH ELEVATION

5

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PLAN AND ELEVATIONS

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12770 CIMARRON PATH, SUITE 100 TEL: (210) 698-5051 SAN ANTONIO, TEXAS 78249 FAX: (210) 698-5085
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FIRM TBPE NO. F-5297 & TBPLS NO. 10131500
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