4-Exhibit D Index.pdf

GRAPHIC SYMBOLS LEGEND

+100.0'

1t

101 W H

10' - 10" 10' - 10"

W H

1' - 0" 1' - 0"

Room name

/X X7.1

A101

X AX.X

X

A X

.X

X AX.X

X

A X

.X

DETAIL NO.

SHEET NO.

A101

SIM

A101

SIM

DOOR NUMBER

WINDOW MARK

ROOM NAME & NUMBER

WALL TYPE

EXISTING / NEW POINT

GRADE ELEVATION

FACE DIMENSION

HORIZONTALLY

CENTERLINE DIMENSION

OR

OR

+100.0'

4' - 0"

4' - 0"

EXTERIOR ELEVATIONS

INTERIOR ELEVATIONS

BUILDING OR WALL SECTION

DETAIL REFERENCE

DS

WH

FD

F.E.C.

BRICK - ELEVATION

BRICK - PLAN

STONE

STONE - PLAN

NICHIHA

CONCRETE

EARTH

E.I.F.S.

FINISH WOOD

FRAMING LUMBER BLOCKING

FRAMING LUMBER CONTINUOUS

GYPSUM WALL BOARD

GYPSUM SHEATHING

INSULATION BATT

INSULATION RIGID

PLYWOOD

MDF BOARD

SAND

STEEL

EXISTING TO BE REMOVED

EXISTING WALL TO REMAIN

NEW WALL

NO WORK IN THIS AREA

CONCRETE SIDEWALK

GAS OUTLET

RECESSED FIRE EXT. CABINET

GROMMETS IN CASEWORK

RE: FINISH PLAN

WALL HYDRANT

EXISTING CORNER GUARD

NEW CORNER GUARD

DOWN SPOUT

GYP. BD. CONTROL JOINT

MASONRY CONTROL JOINT

FLOOR DRAIN

MATERIALS AND SYMBOLS LEGEND

CJ

CJ

NCG

ECG

G

THE CONTRACTOR IS TO VERIFY ALL DIMENSIONS, SITE CONDITIONS AND APPLICABLE CODES WHICH APPLY TO THIS PROJECT.

THESE PLANS ARE FOR THIS ORIGINAL PROJECT ONLY, ARE PROPERTY OF THE ARCHITECT AND SHALL NOT BE USED FOR ANY

OTHER CONSTRUCTION.

THESE PLANS ARE COPYRIGHTED AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. ALL

RIGHTS RESERVED. COPYRIGHT © 2025 HLH DESIGN BUILD, INC.

DISCLAIMER

THIS ELECTRONIC DRAWING FILE AND RELATED

SPECIFICATIONS, INCLUDING ALL DOCUMENTS ON

ELECTRONIC MEDIA, WERE PREPARED, AND

RELEASED UNDER THE AUTHORITY OF HLH DESIGN

BUILD, INC., AS DATED, WHO MAINTAINS THE

ORIGINAL FILE & SHALL REMAIN THE PROPERTY OF

SUCH. PURSUANT TO RULE 1.103(F) OF THE RULES

AND REGULATIONS OF THE TEXAS BOARD OF

ARCHITECTURAL EXAMINERS, THE INFORMATION

SHOWN HEREON SHALL BE USED ONLY BY THE

CLIENT TO WHOM SERVICES ARE RENDERED AND

ONLY FOR THE PURPOSE OF DESCRIBING,

CONSTRUCTION OR INSTALLING THE WORK SHOWN

HEREON AT THE DESIGNATED LOCATION ON THE

SPECIFIED SITE. ANY UNAUTHORIZED USE OF THESE

DOCUMENTS, INCLUDING WITHOUT LIMITATION,

REPRODUCTION, OR ALTERATION, IS STRICTLY

PROHIBITED AND SHALL CAUSE THE WAIVER OF

ANY EXPRESSED WARRANTIES, AND SEVER ANY

LIABILITIES WHICH MAY ARISE FROM THE

CONSTRUCTION, USE, OR RESULT OF SUCH

UNAUTHORIZED USE OR CHANGES. THE PARTIES

RECOGNIZE THAT DATA, PLANS, SPECIFICATIONS,

REPORTS, DOCUMENTS, OR OTHER INFORMATION

RECORDED ON OR TRANSMITTED AS ELECTRONIC

MEDIA (INCLUDING BUT NOT NECESSARILY LIMITED

TO "CAD DOCUMENTS") ARE SUBJECT TO

UNDETECTABLE ALTERATION, EITHER INTENTIONAL

OR UNINTENTIONAL, DUE TO AMONG OTHER

CAUSES TRANSMISSION, CONVERSION, MEDIA

DEGRADATION, SOFTWARE ERROR OR HUMAN

ALTERATION. ACCORDINGLY, ALL SUCH DOCUMENTS

ARE PROVIDED TO THE PARTIES FOR

INFORMATIONAL PURPOSES ONLY AND NOT AS AN

END PRODUCT, NOR AS A RECORD DOCUMENT. ANY

RELIANCE THEREON IS DEEMED TO BE

UNREASONABLE AND UNENFORCEABLE. THE SIGNED

AND OR STAMPED HARD COPIES OF THE

ARCHITECT'S INSTRUMENTS OF SERVICE ARE THE

ONLY TRUE CONTRACT DOCUMENTS OF RECORD.

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T1.0

PROJECT COVER

SHEET

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GREGG COUNTY PRECINCT 2

GREGG COUNTY

800 GILMER RD

LONGVIEW, TX.

[P E

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PERMIT SET (5/6/2025)

INDEX OF DRAWINGS

VICINITY MAP / LOCATION

DESIGN TEAM

OWNERS INFORMATION

PROJECT ARCHITECT

HLH DESIGN BUILD, INC.

1105 JUDSON ROAD

LONGVIEW, TX 75601

PHONE: 903-757-7202

CIVIL ENGINEER

HAYES ENGINEERING

STAN HAYES

2126 ALPINE RD

LONGVIEW, TX. 75601

PHONE: (903)758-2010

EMAIL: RUSS@HAYESENGINEERING.COM

STRUCTURAL ENGINEER

ARUN KORTIKERE

414 E LOOP 281, SUITE 2

LONGVIEW, TX. 75604

PHONE: (903) 236-3321

EMAIL: AKORTIKERE@GMAIL.COM

MEP ENGINEER

EMA ENGINEER & CONSULTING, INC.

VINCENT LATOUR

328 S BROADWAY AVE.

TYLER, TX. 75702

PHONE: (903) 581-2677

EMAIL: VLATOUR@EMAENGINEER.COM

COMPANY NAME: GREGG COUNTY PRECINCT 2

CONTACT NAME: GREGG COUNTY

ADDRESS: 101 E. METHVIN

LONGVIEW TX. 75601

PHONE NUMBER: (903) 758-6181

PROJECT

LOCATION

Sheet Number Sheet Name

Issue Date

Current Revision

Current Revision

Date

TITLE

T1.0 PROJECT COVER SHEET 5/6/2025 1 6/9/2025

GENERAL

G0.1 PROJECT CODE SUMMARY 5/6/2025 2 6/23/2025

G1.0 A.D.A. COMPLIANCE 5/6/2025

G1.1 ENLARGED RESTROOM PLANS 5/6/2025

CIVIL

C1 CIVIL SITE PLAN 6/2/2025

C2 EXISTING DRAINAGE AREA MAP 6/2/2025

C3 PROPOSED DRAINAGE AREA MAP 6/2/2025

C4 DEMOLITION PLAN 6/2/2025

C5 UTILITY PLAN 6/2/2025

C6 PAVING PLAN 6/2/2025

C7 PAVEMENT MARKING PLAN 6/2/2025

C8 MISCELLANEOUS DETAILS 1 6/2/2025

C9 MISCELLANEOUS DETAILS 2 6/2/2025

C10 PEDESTRIAN FACILITIES CURB RAMPS 6/2/2025

C11 PEDESTRIAN FACILITIES CURB RAMPS 6/2/2025

C12 PEDESTRIAN FACILITIES CURB RAMPS 6/2/2025

C13 PEDESTRIAN FACILITIES CURB RAMPS 6/2/2025

C14 STORMWATER POLLUTION PREVENTION PLAN 6/2/2025

STRUCTURAL

S0.0 GENERAL & TYPICAL DTLS 5/2/2025

S0.1 GENERAL NOTES & TYPICAL DTLS. 5/2/2025

S1.0 FOUNDATION PLAN 5/2/2025

S1.1 FOUNDATION PLAN 5/2/2025

S1.2 FOUNDATION PLAN 5/2/2025

S2.0 COLUMN GRID 5/2/2025

S2.1 ROOF FRAMING PLAN 5/2/2025

S2.2 ROOF FRAMING PLAN 5/2/2025

S2.3 ROOF FRAMING PLAN 5/2/2025

S2.4 ROOF FRAMING PLAN 5/2/2025

S3.0 DRIVE THROUGH FRAMING PLAN 5/2/2025

S4.0 EXISTING BUILDING RTU SUPPORT 06/09/25

ARCHITECTURAL

A1.0 DEMO SITE DRAWING 5/6/2025

A1.1 ARCHITECTURAL SITE PLAN 5/6/2025

A1.2 SITE DETAILS 5/6/2025

A1.3 SITE DETAILS 5/6/2025

A1.4 SITE & RAMP DETAILS 5/6/2025

A1.5 SITE & STAIR DETAILS 5/6/2025

A1.6 SITE DETAIL - OUTDOOR FRONT AREA 5/6/2025

A2.0 AS BUILT/DEMOLITION PLAN 5/6/2025

A2.1 AS BUILT/DEMOLITION ROOF PLAN 5/6/2025

A2.2 DIMENSIONED PLAN 5/6/2025 2 6/23/2025

A2.3 NOTED PLAN 5/6/2025 2 6/23/2025

A2.4 ROOM FINISH FLOOR PLAN & SCHEDULES 5/6/2025

A3.0 EXTERIOR ELEVATIONS 5/6/2025 1 6/9/2025

A3.1 EXTERIOR ELEVATIONS 5/6/2025

A4.0 OVERALL BUILDING SECTIONS 5/6/2025

A4.1 BUILDING SECTION 5/6/2025

A4.2 BUILDING SECTION 5/6/2025

A4.3 WALL SECTIONS 5/6/2025

A4.4 WALL SECTIONS DETAILS 5/6/2025

A4.5 WALL SECTIONS DETAILS 5/6/2025

A5.0 INTERIOR ELEVATIONS 5/6/2025

A5.1 INTERIOR ELEVATIONS AND DETAILS 5/6/2025

A5.2 MILLWORK DETAILS 5/6/2025

A5.3 MILLWORK DETAILS 5/6/2025

Sheet Number Sheet Name

Issue Date

Current Revision

Current Revision

Date

A5.4 JUDGES BENCH 5/6/2025

A5.5 RECEPTION DESK 5/6/2025

A6.0 DOOR & WINDOW ELEV. & SCHEDULES 5/6/2025

A6.1 WINDOWS & DETAILS 5/6/2025

A7.1 NEW REFLECTED CEILING PLAN 5/6/2025 1 6/9/2025

A8.0 ROOF PLAN 5/6/2025 1 6/9/2025

A8.1 ROOF PLAN DETAILS 5/6/2025

MECHANICAL

MD1.1 MECHANICAL DEMOLITION FLOOR PLAN 5/1/2025

MD1.6 MECHANICAL DEMOLITION ROOF PLAN 5/1/2025

MH1.1 MECHANICAL FLOOR PLAN 5/1/2025

MH6.1 MECHANICAL ROOF PLAN 5/1/2025

MH7.1 MECHANICAL DETAILS, NOTES, AND SYMBOLS 5/1/2025

MH7.2 MECHANICAL DETAILS 5/1/2025

MH7.3 MECHANICAL DETAILS 5/1/2025

MH8.1 MECHANICAL SCHEDULES 5/1/2025

ELECTRICAL

ED1.1 ELECTRICAL DEMOLITION FLOOR PLAN 5/1/2025

EP1.1 ELECTRICAL FLOOR PLAN 5/1/2025

EP6.1 ELECTRICAL ROOF PLAN 5/1/2025

EP7.1 ELECTRICAL DETAILS,SYMBOLS, & GENERAL

NOTES

5/1/2025

EP7.2 ELECTRICAL DETAILS 5/1/2025

EP7.3 ELECTRICAL DETAILS 5/1/2025

EP8.1 ELECTRICAL PANEL SCHEDULES 5/1/2025

EP9.1 RISER DIAGRAMS 5/1/2025

ES1.1 ELECTRICAL SITE PLAN 5/1/2025

ES1.2 PHOTOMETRIC SITE PLAN 5/1/2025

ELECTRICAL

EL1.1 LIGHTING FLOOR PLAN 5/1/2025

EL2.1 LIGHTING ENLARGED FLOOR PLANS 5/1/2025

EL7.1 LIGHTING DETAILS, SYMBOLS, & GENERAL

NOTES

5/1/2025

EL7.2 LIGHTING DETAILS 5/1/2025

EL7.3 LIGHTING CONTROL CHART 5/1/2025

EL8.1 LUMINAIRE SCHEDULE 5/1/2025

EL8.2 LUMINAIRE SCHEDULE 5/1/2025

EL9.1 COMCHECK 5/1/2025

PLUMBING

PD1.1 PLUMBING DEMOLITION FLOOR PLAN 5/1/2025

PL1.1 PLUMBING FLOOR PLAN 5/1/2025

PL6.1 PLUMBING ROOF PLAN 5/1/2025

PL7.1 PLUMBING SYMBOLS, DETAILS & GENERAL

NOTES

5/1/2025

PL7.2 PLUMBING DETAILS 5/1/2025

PL7.3 PLUMBING DETAILS 5/1/2025

PL8.1 PLUMBING SCHEDULE AND RISERS 5/1/2025

PS1.1 PLUMBING SITE PLAN 5/1/2025

TECHNOLOGY

ET2.1 TECHNOLOGY FLOOR PLAN 5/1/2025

ET7.1 TECHNOLOGY DETAILS & SYMBOLS 5/1/2025

ET7.2 TECHNOLOGY DETAILS & SYMBOLS 5/1/2025

W FAIRMONT ST

W FAIRMONT ST

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IL

M E

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D

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IL

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D

No. Description Date

1 CITY

COMMENTS

6/9/2025

6/6/2025

6/6/2025

6/6/2025

6/6/2025

6/6/2025

6/9/2025

1 6/6/2025

6/10/25

XXX FT.

XXX FT.

DN

DN

DN

5 8

EXIT

FIRE EXTINGUISHER CABINET

(LARSEN'S 2409R VERTICAL DUO 2 1/2, WHITE)

CLASS C REQUIRED IN ELECTRICAL ROOM

ESTIMATED TRAVEL DISTANCE

ESTIMATED COMMON PATH OF TRAVEL

EXIT LIGHTS & EMERGENCY LIGHTS, SEE

ELETRICAL

EXIT

FEC

LIFE SAFETY LEGEND

3489 SF

EXISTING

825 SF

NEW

3096 SF

NEW

65'-5 "131' -

4 7/8" /2

EXIT

E X

IT

E X

IT

EXIT

FEC

F E

C

FEC

FEC

FEC (CLASS C)

COORDINATE WITH

ELECTRICAL EQUIPMENT FOR

BEST POSSIBLE LOCATION

FEC

FEC

3200 SERIES KNOX BOX 60" A.F.F.

THIS ELECTRONIC DRAWING FILE AND RELATED

SPECIFICATIONS, INCLUDING ALL DOCUMENTS ON

ELECTRONIC MEDIA, WERE PREPARED, AND

RELEASED UNDER THE AUTHORITY OF HLH DESIGN

BUILD, INC., AS DATED, WHO MAINTAINS THE

ORIGINAL FILE & SHALL REMAIN THE PROPERTY OF

SUCH. PURSUANT TO RULE 1.103(F) OF THE RULES

AND REGULATIONS OF THE TEXAS BOARD OF

ARCHITECTURAL EXAMINERS, THE INFORMATION

SHOWN HEREON SHALL BE USED ONLY BY THE

CLIENT TO WHOM SERVICES ARE RENDERED AND

ONLY FOR THE PURPOSE OF DESCRIBING,

CONSTRUCTION OR INSTALLING THE WORK SHOWN

HEREON AT THE DESIGNATED LOCATION ON THE

SPECIFIED SITE. ANY UNAUTHORIZED USE OF THESE

DOCUMENTS, INCLUDING WITHOUT LIMITATION,

REPRODUCTION, OR ALTERATION, IS STRICTLY

PROHIBITED AND SHALL CAUSE THE WAIVER OF

ANY EXPRESSED WARRANTIES, AND SEVER ANY

LIABILITIES WHICH MAY ARISE FROM THE

CONSTRUCTION, USE, OR RESULT OF SUCH

UNAUTHORIZED USE OR CHANGES. THE PARTIES

RECOGNIZE THAT DATA, PLANS, SPECIFICATIONS,

REPORTS, DOCUMENTS, OR OTHER INFORMATION

RECORDED ON OR TRANSMITTED AS ELECTRONIC

MEDIA (INCLUDING BUT NOT NECESSARILY LIMITED

TO "CAD DOCUMENTS") ARE SUBJECT TO

UNDETECTABLE ALTERATION, EITHER INTENTIONAL

OR UNINTENTIONAL, DUE TO AMONG OTHER

CAUSES TRANSMISSION, CONVERSION, MEDIA

DEGRADATION, SOFTWARE ERROR OR HUMAN

ALTERATION. ACCORDINGLY, ALL SUCH DOCUMENTS

ARE PROVIDED TO THE PARTIES FOR

INFORMATIONAL PURPOSES ONLY AND NOT AS AN

END PRODUCT, NOR AS A RECORD DOCUMENT. ANY

RELIANCE THEREON IS DEEMED TO BE

UNREASONABLE AND UNENFORCEABLE. THE SIGNED

AND OR STAMPED HARD COPIES OF THE

ARCHITECT'S INSTRUMENTS OF SERVICE ARE THE

ONLY TRUE CONTRACT DOCUMENTS OF RECORD.

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DATE:

c COPYRIGHT

G0.1

PROJECT CODE

SUMMARY

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PROJECT CODE SUMMARY (LONGVIEW,TX)

PROJECT DESCRIPTION

THE PROJECT INCLUDES REMODELING THE EXISTING, 3,489 ST BUILDING AT 800 GILMER ROAD LONGVIEW, TX. WITH AN ADDITION ON THE NORTH AND SOUTH SIDE OF APPROX. 3,923 SF. THE EXISTING BUILDING WILL CONSIST OF REMOVING ALL INTERIOR WALLS, FINISHES EQUIPMENT WHILE LEAVING THE STRUCTURAL COLUMNS, MAIN STRUCTURE AND ELECTRICAL SERVICE TO REMAIN. THE NEW CONSTRUCTION WILL WORK WITH THE EXISTING STRUCTURE AND ADD NEW STRUCTURAL COMPONENTS FOR THE ADDITION, ALL NEW FACADE FINISHES AND A NEW INTERIOR LAYOUT. THE BUILDING WILL HOUSE THE GREGG COUNTY TAX ASSESSOR OFFICES, PRECINCT 2

COMMISSIONER, CONSTABLE, JP OFFICE AND COURTROOM.

PROPOSED BUILDING DATA

Building Footprint [7,411] S.F.

Building Height [19'-0"] approx. (Top of Mean Grade / Top of Roof) Number of Stories Above Grade [1] Story(s) Construction Type Type [2B] Section 602 IBC Sprinkler System(s) [No] (NFPA 13) Section 903 IBC

USE & OCUUPANCY

Occupancy [B] Section 508.3 OR 508.4 IBC

BUILDING HEIGHT & AREA LIMITATIONS

Allowable Building Height Table 504.3 IBC Adjusted Building Height:

Special Provisions (Section 504.1.2 IBC): Section 510 IBC Building Height: [19'-0"] Proposed <= [55'-0"] Allowable

Allowable Number of Stories Table 504.4 IBC Adjusted Number of Stories:

Special Provisions (Section 504.1.2 IBC): Section 510 IBC Number of Stories: [1] Proposed <= [3] Allowable

Allowable Area Factor Table 503 IBC Allowable Area Determination: Section 506.2 IBC

[List Section & See Note [B] for Equation] Area Determination: [7,431 sq.ft.] Proposed <= [23,000 sq.ft.] Allowable

FIRE RATING | Construction Ratings & Area Separations

Incidental Uses: N/A Table 509 IBC Special Provisions: N/A Section 510 IBC

Construction Classification Fire-Resistance Rating Section 602 IBC Primary Structural Frame: 0 Hour(s) Table 601 IBC Bearing Walls:

Exterior: 0 Hour(s) Table 601 & 602 IBC Interior: 0 Hour(s) Table 601 IBC

Nonbearing Walls & Partitions Exterior: 0 Hour(s) Table 602 IBC Nonbearing Walls & Partitions Interior: 0 Hour(s) Table 601 IBC Floor Construction & Associated Secondary Members: 0 Hour(s) Table 601 IBC Roof Construction and Associated Secondary Members: 0 Hour(s) Table 601 IBC

FIRE PROTECTION & LIFE SAFETY SYSTEMS

Automatic Sprinkler System Required - No | Provided - No Section 903 IBC Fire Alarm & Detection Systems Required - No | Provided - No Section 907 IBC

MEANS OF EGRESS COMPONENTS

Occupant Load (75 Occupants) Section 1004 IBC [Occu.] - [7,411 sq.ft.] * [100] = [75] Table 1004.5 IBC

Means of Egress Sizing Chapter 7.3 NFPA 101 Ramps [75] Occ. * 0.2" = [15"] Req'd ([60"] Proposed) Table 7.2.5.3 NFPA 101 Doors [75] Occ. * 0.2" = [15"] Req'd ([34"] Proposed) Table 7.3.3.1 NFPA 101

Minimum Number of Exits [2] ([4] Proposed) Chapter 7.4 NFPA 101 Remoteness of Exits [1/2 OR 1/3] 130'-10" / [1/2] = 65'-5" Chapter 7.5 NFPA 101 Maximum Travel Distance 200' Chapter 7.6.7 NFPA 101 Maximum Common Path of Travel 75' Chapter 7.6.7 NFPA 101 Maximum Dead End Corridor 20' Chapter 7.6.7 NFPA 101

APPLICABLE CODES

2012 International Building Code (IBC) 2012 International Existing Building Code (IEBC) 2015 International Energy Conservation Code (IECC) 2012 International Mechanical Code (IMC) 2017 National Electric Code (NEC) 2012 International Plumbing Code (IPC) 2012 International Fuel Gas Code (IFGC) 2012 International Fire Code (IFC) 2012 Texas Accessibility Standards 2012 International Fuel Gase (IFGC)

CODE SUMMARY

PLUMBING FIXTURE SUMMARY:

Occupant Load (From Above) [75] Occupants Separate Fixture Requirement (>15 occ.) [Yes] ([27.] Male & [27.] Female) Section 2902.1 IBC

Toilet Mens 1 Per 25 = [2] Req'd. / [3] Provided Table 403.1 IPC Toilet Womens 1 Per 25 = [2] Req'd. / [6] Provided Table 403.1 IPC Lavatories Mens 1 Per 40 = [1] Req'd. / [3] Provided Table 403.1 IPC Lavatories Womens 1 Per 40 = [1] Req'd. / [4] Provided Table 403.1 IPC

Drinking Fountain 1 Per 100 = [1] Req'd. / [1] Provided Table 403.1 IPC Service Sink 1 Req'd. / [1] Provided Table 403.1 IPC

CODE SUMMARY (CONT.)

LIFE SAFETY PLAN

N

SCALE: 1" = 10'-0"1

FLOOR PLAN

GROSS AREA

Name Area

NEW 3921 SF

EXISTING 3489 SF

TOTAL SQFT. 7411 SF

NOTE:

CONTRACTORS TO PULL PERMITS FOR ACCESS CONTROLS, EMERGENCY

RADIO COMMUNICATIONS SUBMITTALS. LOCAL FIRE DEPARTMENT TESTED

RADIO COMMUNICATIONS AND DETERMINED A RADIO SYSTEM PANEL IS NOT

REQUIRED

No. Description Date

1 CITY

COMMENTS

6/9/2025

2 CITY

COMMENTS

6/23/2025

36"

27"

M A

X

CONTROL

AREA 15" MAX

18"

M A

X

CONTROL

AREA 15" MAX

CONTROL WALL (LONG) CONTROL WALL

NOTE: SHOWER HEAD AND CONTROLS @ H.C. SHOWERS

MUST BE @ OPOSITE SIDE WALL FROM H.C. SHOW SEAT

SHOWERS:

SIDE SEAT WALL BACK

27" MAX

18"

LENGTH

42" MIN.

FOLD UP SEAT

48" MIN.

CLEAR AREA

M

IN

C

L R

C O

N T

R O

L

W A

L L

S E

A T

W A

L L

36" CLR.

BACK WALL

15"-16"

22"-23"

S E

A T

W A

L L

S E

A T

W A

L L

/2

M A

X

2 1/2" MAX

30"

30"

5" MAX 15" MIN.

CLEAR FLOOR AREA

RECESSED DEPTH NOT TO

EXCEED FOUNTAIN DEPTH

RECESSED - PLAN SURFACE - PLAN

DRINKING FOUNTAIN STANDARDS:

FIGURE 602.5 DRINKING

FOUNTAIN SPOUT LOCATION

M

IN

M A

X

6" MAX

8" MIN.

18"

EQUIPMENT

ALLOWED IN

HATCHED AREA

IF MOUNTED MORE THAN 27" A.F.F., THE

LEADING EDGE OF THE DRINKING FOUNTAIN

CAN PROTRUDE A MAXIMUM OF 4" INTO WALK,

CORRIDORS, PASSAGEWAYS, HALLS OR AISLES

IF MOUNTED AT 27" A.F.F., OR BELOW, THE

LEADING EDGE OF THE DRINKING FOUNTAIN

CAN PROTRUDE ANY AMOUNT.

NOTE: PROVIDE CANE SKIRT AT ALL

SURFACE MOUNTAIN LOCATIONS

2" MAX

2" M

AX

4" - 4.8"

PERIMETER

GRAB BARS:

GRAB BAR DETAIL SPACING FOR GRAB BARS

(A) (B)

(A)

PROJECTING

OBJECTS

(B)

RECESSED

OBJECTS

M

IN

/2

M

IN

STANDARD TOILET STALL DIMENSIONS ALTERNATE TOILET STALL DIMENSIONS TOILET STALL TOE CLEARANCES WATER CLOSET CLEARANCE: BENCHES: SIDE OF TOILET: SIDE ELEVATION:PLAN

C

L R

C L

R

56" MIN. WALL MOUNT

59" MIN. FLOOR MOUNT

CLR.

32" MIN.

FLUSH HANDLE

TO OPEN SIDE OF

STALL/ROOM TYP.

M

IN

(W

A L L

M T

D W

.C

M

IN

(F

L O

O R

M T

D W

.C

M A

X

60"

12" 24"

36" MIN.

CLR.

32" MIN. 4"

17"-18" MIN.

35"-37"

M

IN

CLR.

32" MIN.

M

IN

6" MIN.

PARTION PARTION

M

IN

6" MIN.

(A)

ELEVATION

ADULT

(B)

ELEVATION

CHILDREN

6" MIN.

M

IN

(C)

PLAN

ALTERNATE DOOR LOCATION

M A

X

4" MAX

CLR.

42" MIN.

60"

M

IN

(W

A L L

M T

D W

.C

M

IN

(F

L O

O R

M T

D W

.C

FIGURE 604.3.1 SIZE

OF CLEARANCE AT

WATER CLOSETS

M A

X

M

IN

2 1/2" MAX

(A) (B)

LENGTH

42" MIN.

MAX

24"

MAX

24"

FRONT OF TOILET:

NOTE: FLUSH VALVE HANDLE MUST

POINT TOWARD THE WIDE SIDE OF

TOILET STALLS IN ALL CASES.

" 3

24" MIN. 12" MIN.

17"-18"

36" MIN.

TRANSFER

SIDE

12" MAX 42" MIN.

54" MIN.

30" 30"

M A

X

COORDINATE W/ M.E.P. ALL

PIPES TO BE PROPERLY

INSULATED OR LOCATED

TO PREVENT CONTACT

(A)

ELEVATION

M

IN

M

IN

11" MIN.

M A

X

8" MIN.

MIRROR & SINK

" 15"

REF. PLAN

" 4

O F

S E

A T

T

O P

24"

7"-9"

M A

X

T O

P

S T

A N

D A

R D

H .C

A

C C

E S

S

T O

P O

F S

E A

T

T O

T O

P

24"

8" 4

M A

X

M A

X

Y

M A

X

OF URINAL RIM

13 1/2" MIN TO FRONT

X

Y

X

/2

M

IN

" 12" MAX 12" MAX

X > 12"

M A

X

X > 12"

M

IN

SOAP DISPENSER TOILET PAPER DISPENSER

ELEVATION

PLAN

SIDE ELEVATION OF

LAV. IN COUNTER

FRONT ELEVATION

OF LAV. IN COUNTER

NAPKIN DISPOSAL UNIT

(WHERE SHOWN)

TOILET TISSUE

DISPENSER

NAPKIN DISPOSAL UNIT

(WHERE SHOWN)

TOILET TISSUE

DISPENSER

URINAL

URINAL PARTION:

IF X < 24", Y = 30"

IF X > 24", Y = 36"

30" X 48" CLR.

FLOOR SPACE (A) (B)

POST-MOUNTED PROTRUDING OBJECT (FIGURE 307.3)

FLOOR MOUNTED TOILET

WALL MOUNTED TOILET

MIN.

18"

M

IN

SIGNAGE MOUNTING HEIGHTS:

OVERHEAD SIGN CLEARANCE

MOUNTING HEIGHTS:

ELEC. COMM. OUTLET WALL SWITCH

FIGURE 505.4 HANDRAIL HEIGHT

HANDRAIL STANDARDS:

FIGURE 505.10.2 & 3 HANDRAIL EXTENSION AT STAIRS

FIGURE 505.10.1 HANDRAIL EXTENSION AT RAMPS FIGURE 505.5 HANDRAIL CLEARANCE FIGURE STAIR NOSING

FIGURE 505.7.2 HANDRAIL NON-CIRCULAR CROSS SECTION

TELEPHONE STANDARDS

STANDARD REACHES AND PROTRUDING OBJECTS:DOOR CLEARANCE STANDARDS FOR ACCESSIBLE ROUTE:

CENTERED ON

TACTILE CHARACTERS

SIGN

AREA OF

REFUGE

AREA OF

REFUGE

"M

IN

M A

X

MEN NOT IN

PICTOGRAM

FIELD

FIGURE 703.6.1 PICTOGRAM

FIELD DARK-ON-LIGHT

"M

IN

T Y

P

IC

A L

T Y

P

IC

A L

LOBBY

12" MIN.

12" MIN.

(A)

STAIRS

(B)

RAMPS

(C)

WALKING

SURFACES

1 1/2" MIN.

/2 M

IN

NOTE: X = TREAD DEPTH

12" MIN.

C

X

2 1/4" MAX

2 1 /4

" M

AX

4" - 6 1/4"

PERIMETER

(A) (B)

(A)

RADIUS OF TREAD EDGE

(TYPICAL FOR ALL PROFILES)

M

AX

R 1/2"

30° MAX 1 1/2" MAX 1 1/2" MAX

(B)

ANGLED

RISER

(C)

CURVED

NOSING

(D)

BEVELED

NOSING

COUNTER TELEPHONE

M A

X

PARALLEL APPROACH

FORWARD APPROACH

M A

X

NOTE: DIMENSION FROM

THE FRONT EDGE OF THE

COUNTER TO THE FACE

OF TELEPHONE UNIT

1. INFORMATION SHOWN ON THIS SHEET IS THE MINIMUM

REQUIRED BY TEXAS ACCESSIBILITY STANDARDS; (TAS) TEXAS

DEPARTMENT OF LICENSING AND REGULATION (TDLR).

2. REF. HANDICAP MOUNTING HEIGHTS LOCATED ON G2.2 FOR

ACCESSIBLE AND STANDARD MOUNTING HEIGHTS OF ALL

FIXTURES & ACCESSORIES LOCATED THROUGHOUT CONTRACT

DOCUMENTS.

3. NOT ALL CONDITIONS SHOWN ON THIS SHEET MAY BE REQUIRED

BY THIS PROJECT. COMPARE THE REQUIREMENTS OF THE

ARCHITECTURAL DRAWINGS WITH THIS SHEET FOR RELEVANCE

OF INFORMATION.

4. DIMENSIONS INDICATED ARE THE MINIMUM CLEAR DIMENSIONS

REQUIRED BY THE TEXAS ACCESSIBILITY STANDARDS (T A.S.).

THE CONTRACTOR IS RESPONSIBLE FOR LAYOUT OF BUILDING

ELEMENTS TO ASSURE THAT DIMENSIONS SHOWN ARE

PROVIDED.

5. DIMENSIONS SHOWN ON INTERIOR ELEVATIONS AT WALLS ARE

TO THE FINISHED SURFACE.

6. DIMENSIONS TO BOTTOM OF MIRRORS ARE TO THE REFLECTIVE

SURFACE, NOT TO THE FRAME.

7. NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES

BETWEEN THE ARCHITECTURAL DRAWINGS AND THE

INFORMATION GIVEN ON THIS SHEET - PRIOR TO INSTALLATION.

8. ALL EXPOSED PIPE AND VALVES UNDER SINKS ARE TO BE

INSULATED.

9. DO NOT SCALE THESE DRAWINGS.

10. PROVIDE WOOD BLOCKING AS NEEDED TO SECURE GRAB BARS

AND SHOWER SEATS TO STUD FRAMING WALLS.

11. HANDICAP ACCESSIBLE SHOWERS ARE TO BE RECESSED INTO

CONCRETE TOPPING & TOPPING WARPED AS REQUIRED TO

HAVE NO MORE THAN A 1/2" LIP AT EDGE OF SHOWER ENTRY.

12. PLEASE ENSURE CURB RAMPS ARE CONSTRUCTED WITHIN TAS

SPECIFICATIONS PER SECTION 207.1

30" 48" ø 5' - 0

CLEAR FLOOR SPACE

REQUIREMENTS

(A)

FORWARD

(B)

PARALLEL

WHEELCHAIR

TURNING SPACE

T-SHAPED SPACE FOR

180 DEGREE TURNS

MINIMUM PASSAGE WIDTH

FOR WHEELCHAIR AND ONE

AMBULATORY PERSON

MANEUVERING CLEARANCES

AT ALCOVES

MIN.

12"

MIN.

12"

M

IN

36" MIN.

60" MIN.

CLEAR

48"

60" MIN.

X

36" MIN.

X

DOORWAY WIDTH

32" MIN.

MIN.

18"

(A)

PULL SIDE

(D) & (E)

HINGE APPROACH

PULLSIDE

Y

X

NOTE:

IF Y = 60" MIN.

THEN X = 36" MIN.

IF Y = 54" MIN.

THEN X = 42" MIN.

60"

32" MIN.

CLR.

36" MIN.

CLEAR WIDTH OF

ACCESSIBLE ROUTE

M A

X

(C)

PUSH SIDE, DOOR PROVIDED

WITH BOTH CLOSER AND LATCH

(F) & (G)

HIDGE APPROACH

PUSH SIDE

(J) & (K)

LATCH APPROACH

PUSH SIDE

NOTE:

Y = 48" MIN. IF DOOR

PROVIDED WITH BOTH

CLOSER AND LATCH

NOTE:

Y = 48" MIN. IF

DOOR PROVIDED

WITH CLOSER

NOTE:

Y = 54" MIN. IF

DOOR PROVIDED

WITH CLOSER

(B)

PUSH SIDE

FRONT APPROACH

(H) & (I)

LATCH APPROACH

PULL SIDE

M

IN

X

12" MIN.

M

IN

(S E

E N

O T

E

Y

M

IN

22" MIN.

24" MIN.

(S E

E N

O T

E

Y

M

IN

24" MIN.

(S E

E N

O T

E

Y

M

IN

(A)

(B)

(C)

48" MIN.

DOORS & GATES IN SERIES

48" MIN.

48" MIN.

MAX

10" 30"

48"

5" 25"

48"

FORWARD REACH FORWARD REACHSIDE REACH

FORWARD REACH

MAXIMUM FRONT REACH

OVER AN OBSTRUCTIOM

(A) (B)

M

IN

M A

X

M A

X

M A

X

20" MAX >20"-25" MAX

CHANGES IN

LEVEL

CARPET PILE

THICKNESS

/2

M

A X

/4

M

A X

/2

M A

X

NOTE: ALL DOORS IN ALCOVES MUST COMPLY WITH

THE CLEARANCES NOTED FOR FRONT APPROACHES.

DOOR THRESHOLD DETAIL

FIGURE 307.2 LIMITS OF PROTRUDING OBJECTS.

EXCEPTION: HANDRAILS SHALL BE

PERMITTED TO PROTRUDE 4 1/2" MAXIMUM

X

X

4" MAX

HIGH AND LOW REACH

(ADJUSTABLE SHELVES)

MAXIMUM SIDE REACH

OVER AN OBSTRUCTION

HIGH AND LOW

SIDE REACH

(A) (B)

21" MAX

M

IN

M A

X

10" MAX

M A

X

M A

X

> 10"-24" MAX

M A

X

M

IN

M A

X

10" MIN.

TAS GENERAL NOTES

THIS ELECTRONIC DRAWING FILE AND RELATED

SPECIFICATIONS, INCLUDING ALL DOCUMENTS ON

ELECTRONIC MEDIA, WERE PREPARED, AND

RELEASED UNDER THE AUTHORITY OF HLH DESIGN

BUILD, INC., AS DATED, WHO MAINTAINS THE

ORIGINAL FILE & SHALL REMAIN THE PROPERTY OF

SUCH. PURSUANT TO RULE 1.103(F) OF THE RULES

AND REGULATIONS OF THE TEXAS BOARD OF

ARCHITECTURAL EXAMINERS, THE INFORMATION

SHOWN HEREON SHALL BE USED ONLY BY THE

CLIENT TO WHOM SERVICES ARE RENDERED AND

ONLY FOR THE PURPOSE OF DESCRIBING,

CONSTRUCTION OR INSTALLING THE WORK SHOWN

HEREON AT THE DESIGNATED LOCATION ON THE

SPECIFIED SITE. ANY UNAUTHORIZED USE OF THESE

DOCUMENTS, INCLUDING WITHOUT LIMITATION,

REPRODUCTION, OR ALTERATION, IS STRICTLY

PROHIBITED AND SHALL CAUSE THE WAIVER OF

ANY EXPRESSED WARRANTIES, AND SEVER ANY

LIABILITIES WHICH MAY ARISE FROM THE

CONSTRUCTION, USE, OR RESULT OF SUCH

UNAUTHORIZED USE OR CHANGES. THE PARTIES

RECOGNIZE THAT DATA, PLANS, SPECIFICATIONS,

REPORTS, DOCUMENTS, OR OTHER INFORMATION

RECORDED ON OR TRANSMITTED AS ELECTRONIC

MEDIA (INCLUDING BUT NOT NECESSARILY LIMITED

TO "CAD DOCUMENTS") ARE SUBJECT TO

UNDETECTABLE ALTERATION, EITHER INTENTIONAL

OR UNINTENTIONAL, DUE TO AMONG OTHER

CAUSES TRANSMISSION, CONVERSION, MEDIA

DEGRADATION, SOFTWARE ERROR OR HUMAN

ALTERATION. ACCORDINGLY, ALL SUCH DOCUMENTS

ARE PROVIDED TO THE PARTIES FOR

INFORMATIONAL PURPOSES ONLY AND NOT AS AN

END PRODUCT, NOR AS A RECORD DOCUMENT. ANY

RELIANCE THEREON IS DEEMED TO BE

UNREASONABLE AND UNENFORCEABLE. THE SIGNED

AND OR STAMPED HARD COPIES OF THE

ARCHITECT'S INSTRUMENTS OF SERVICE ARE THE

ONLY TRUE CONTRACT DOCUMENTS OF RECORD.

P R

O

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C T:

O W

N E

R

A D

D R

E S

S

BY:

DATE:

c COPYRIGHT

G1.0

A.D.A.

COMPLIANCE

G R

E G

G C

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G R

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G C

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IN

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W

T X

[P E

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IT

S

E T

No. Description Date

NOT ALL ITEMS MAY PERTAIN TO THIS JOB- SEE DETAILS & ENLARGED FLOOR PLAN

42" BOBRICK B-5806 GRAB BAR - 1 1/4" DIA., 18 GAUGE STAINLESS STEEL WITH SNAP ON

FLANGES FOR CONCEALED MOUNTING. TO BE MOUNTED

36" BOBRICK B-5806 GRAB BAR - 1-1/4" DIA., 18 GAUGE STAINLESS STEEL WITH SNAP ON

FLANGES FOR CONCEALED MOUNTING.

SOAP DISPENSER - BOBRICK B-2111 - SURFACE MOUNTED SOAP DISPENSER

PAPER TOWEL DISPENSER - BOBRICK B-9262 - SURFACE MOUNTED PAPER TOWEL

DISPENSER

ALTERNATE COMBO: DISPENSER & WASTE RECEPTACLE - BOBRICK B-3944

TOILET PAPER DISPENSER - BOBRICK B-4288 - SURFACE MOUNTED MULTI-ROLL TOILET

TISSUE DISPENSER

SANITARY NAPKIN DISPOSER - BOBRICK CONTURA SERIES B-270 SURFACE MOUNTED.

COAT HOOK - BOBRICK B-672 ROBE HOOK, HANG AT 48" HT. MAX.

TOILET PARTITIONS - ASI GLOBAL PARTITIONS, [FLOOR ANCHORED/OVERHEAD] BRACED,

WITH MOISTURE GUARD LAMINATE. SEE FINISH PLAN FOR LAMINATE SELECTION

ACCESSIBLE SIGNAGE: COLOR TO BE CHOSEN BY OWNER FROM AVAILABLE COLOR

OPTIONS

UNISEX RR WHEELCHAIR ACCESSIBLE

MEN'S RESTROOM

WOMEN'S RESTROOM

MIRROR - BOBRICK B-2902436 - 24X36, RE: INTERIOR ELEVATIONS

LAVATORY - RE: TO PLUMBING FIXTURE SCHEDULE

TOILET - RE: TO PLUMBING FIXTURE SCHEDULE

URINAL - RE: TO PLUMBING FIXTURE SCHEDULE

A

B

C

D

E

F

G

H

K

L

J

I

M

RESTROOM ACCESSORIES LEGEND

T .P

A P

E R

M

IN

T

.O .U

N

IT

T .O

G

R A

B B

A R

18"

CLEAR

60"

15"

HORIZONTAL FRP

ON WET WALL 39"

A.F.F. TO CLEAR

MIRROR PROVIDE

TOP CAP

FLUSH VALVE

AT WIDE SIDE

BASE AS SCHEDULED, SEE

ACCESSORIES LEGEND

C L E

A R

M

IN

K N

E E

C L E

A R

M

IN

T .O

L

A V

M A

X

B .O

M

IR

R

O R

G L

A S

S

M A

X

B .O

D

IS

P

E N

C E

R S

M A

X

J D

C

K

B

L

E

F

LAVATORY

RE: PLUMBING

SCHEDULE

" WRAP EXPOSED

PIPES, TYPICAL

NOTE:

IF ONLY ONE WING WALL -

LOCATE HIGH SIDE OF EWC

AT WING WALL SITE. LOW

SIDE TO OPEN AREA.

RE: MEP FOR TYPE

OF WATER COOLER

MIN. ALCOVE DIM.

FOR WATER COOLER

C L E

A R

20"

KNEE AND TOE CLEARANCE

AS PER 2012 TAS

/4

PLASTIC LAMINATE ON 3/4"

PARTICLE BOARD, REFER

TO ROOM FINISH SCHEDULE

T

O P

O F

R

IM

M

A X

PLASTIC LAMINATE COUNTERTOP

ON 3/4" PARTICLE BOARD, REFER

TO ROOM FINISH SCHEDULE

PLASTIC LAMINATE BACKSPLASH,

CAULK TOP AND SIDES, TYPICAL

(VERIFY)

21" CL OF FAUCET

SINK AND FAUCET, REFER TO

PLUMBING SCHEDULE

6" 3" 12"

24"

CLEAR

24"

MIN. 2'-6" B/T SINKS

RE: FLOOR PLAN

CLEAR

24"

PAPER TOWEL DISPENSER

SOAP

1 1/2"

1 1/4" - 1 1/2" DIA.

SS GRAB BAR

METAL STUDS

W/ GYP. BD.

W/ INSULATION

*NOTE: PROVIDE SOLID BLOCKING BEHIND

ALL HANDICAP GRAB BARS & TRIM

PROVIDE SOLID

BLOCKING IN STUD

WALLS AS NEEDED3

T O

P

F

G R

A B

B A

R A

.F .F

/2

/2

36"

TOP OF FINISH

FLOORING FLUSH

WITH TOP OF DRAIN

FLOATED AREA ALLOW

FOR FLOORING THICKNESS

BLOCK OUT A 3' SQUARE

AREA AROUND DRAIN 1 1/2"

AND SLOPE DOWN TO HUB

AS SHOWN

TOP OF SLAB

SQUARE FLOOR DRAIN, RE: MEP

FLOORING, RE: FINISH SCHEDULE

HENRY'S 331 SUPER PATCH

INSTALLED BY FLOORING

CONTRACTOR

CONCRETE SLAB

703.4.1 HEIGHT ABOVE FINISH FLOOR OR GROUND. TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST TACTILE CHARACTER AND 60 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND

SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST TACTILE CHARACTER.

703.3.2 POSITION. BRAILLE SHALL BE POSITIONED BELOW THE

CORRESPONDING TEXT. IF TEXT IS MULTI-LINED, BRAILLE SHALL

BE PLACED BELOW THE ENTIRE TEXT. BRAILLE SHALL BE

SEPARATED 3/8 INCH MINIMUM FROM ANY OTHER TACTILE

CHARACTERS AND 3/8 INCH MINIMUM FROM RAISED BORDERS

AND DECORATIVE ELEMENTS.

703.4.2 LOCATION. WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE LOCATED ALONGSIDE THE DOOR AT THE LATCH SIDE. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAFS, THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE RIGHT HAND DOOR. WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18 INCHES MINIMUM BY 18 INCHES MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE

ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION.

MEN'S

RESTROOM

M A

X

M

IN

IM

U

M

MIN.

18"

M

IN

CENTERED ON

TACTILE CHARACTERS

REQUIRED CLEAR

AREA @ SIGNAGE

TO FIXTURE

5' - 0" CLEAR 1' - 3"

7' - 4"

18"

36"

12" 24"

M

IN

IM

U

M M

A X

M

IN

IM

U

M

O P

P O

S

IT

E G

R A

B B

A R

W A

L L

IF

O N

L Y

D

O O

R A

N D

L O

C A

T E

D

30"X48"

CLR FLR

30"X48"

CLR FLR

60"X56"

CLR FLR

A

B

C

D

E

F

G

J

K

L

COAT HOOK AT 48" A.F.F. MOUNT ON

MIDDLE OF DOOR INSIDE OF RESTROOM

LOCATE

FLUSH

CONTROL

ON WIDE

SIDE

TO FIXTURE

5' - 0" CLEAR 1' - 3"

7' - 4"

18"

36"

12" 24"

M

IN

IM

U

M M

A X

M

IN

IM

U

M

O P

P O

S

IT

E G

R A

B B

A R

W A

L L

IF

O N

L Y

D

O O

R A

N D

L O

C A

T E

D

30"X48"

CLR FLR

60"X56"

CLR FLR

A

B

C

D

E

F

G

J

K

L

COAT HOOK AT 48" A.F.F. MOUNT ON

MIDDLE OF DOOR INSIDE OF RESTROOM

LOCATE

FLUSH

CONTROL

ON WIDE

SIDE

I

I

30"X48"

CLR FLR

1. ALL DIMENSIONS ARE TO FACE OF FINISH.

2. REFER TO ADA AND TAS COMPLIANCE FOR LOCATION AND

MOUNTING HEIGHTS OF PLUMBING AND ACCESSORY FIXTURES.

3. PROVIDE BLOCKING IN WALLS AS REQUIRED TO SECURE

PLUMBING FIXTURES AND ACCESSORIES.

ENLARGED RESTROOM PLAN NOTES

A .1

59x60

60x60 ø 5' - 0"

30x48 clr

1' - 6" min 1' - 0"

TILE SURROUND

STRG

RR

WAITING

A

B

C

D

E F

G

J

K

L

7' - 6 3/8"

A .1

A .1

A .1

TILE SURROUND

59X60

60X60 ø 5' - 0"

3' - 0 7/8" 5' - 8 3/8"

59X60

123A

WMNS

UNISEX

59X60

T

IL

E S

U R

R O

U N

D ø 5' - 0

CLR

3' - 0"

30x48

A

B

C

J

D

F E

G

L

K

L

A

B

C

C

D

D

E

E

E

E

F

G

G

G

G

H

J

J

K

K

M

/4

/8

/8

7' - 11 1/8"

8' - 1 1/2"

7' - 9 7/8"

A .1

A .1

MENS

JAN

BREAKROOM

59X60

30X42

59X60

MOP SINK

WATER HEATER

ABOVE

J

B

A

L

K

D

C

EF M

J

7' - 10 3/8"

/2

THIS ELECTRONIC DRAWING FILE AND RELATED

SPECIFICATIONS, INCLUDING ALL DOCUMENTS ON

ELECTRONIC MEDIA, WERE PREPARED, AND

RELEASED UNDER THE AUTHORITY OF HLH DESIGN

BUILD, INC., AS DATED, WHO MAINTAINS THE

ORIGINAL FILE & SHALL REMAIN THE PROPERTY OF

SUCH. PURSUANT TO RULE 1.103(F) OF THE RULES

AND REGULATIONS OF THE TEXAS BOARD OF

ARCHITECTURAL EXAMINERS, THE INFORMATION

SHOWN HEREON SHALL BE USED ONLY BY THE

CLIENT TO WHOM SERVICES ARE RENDERED AND

ONLY FOR THE PURPOSE OF DESCRIBING,

CONSTRUCTION OR INSTALLING THE WORK SHOWN

HEREON AT THE DESIGNATED LOCATION ON THE

SPECIFIED SITE. ANY UNAUTHORIZED USE OF THESE

DOCUMENTS, INCLUDING WITHOUT LIMITATION,

REPRODUCTION, OR ALTERATION, IS STRICTLY

PROHIBITED AND SHALL CAUSE THE WAIVER OF

ANY EXPRESSED WARRANTIES, AND SEVER ANY

LIABILITIES WHICH MAY ARISE FROM THE

CONSTRUCTION, USE, OR RESULT OF SUCH

UNAUTHORIZED USE OR CHANGES. THE PARTIES

RECOGNIZE THAT DATA, PLANS, SPECIFICATIONS,

REPORTS, DOCUMENTS, OR OTHER INFORMATION

RECORDED ON OR TRANSMITTED AS ELECTRONIC

MEDIA (INCLUDING BUT NOT NECESSARILY LIMITED

TO "CAD DOCUMENTS") ARE SUBJECT TO

UNDETECTABLE ALTERATION, EITHER INTENTIONAL

OR UNINTENTIONAL, DUE TO AMONG OTHER

CAUSES TRANSMISSION, CONVERSION, MEDIA

DEGRADATION, SOFTWARE ERROR OR HUMAN

ALTERATION. ACCORDINGLY, ALL SUCH DOCUMENTS

ARE PROVIDED TO THE PARTIES FOR

INFORMATIONAL PURPOSES ONLY AND NOT AS AN

END PRODUCT, NOR AS A RECORD DOCUMENT. ANY

RELIANCE THEREON IS DEEMED TO BE

UNREASONABLE AND UNENFORCEABLE. THE SIGNED

AND OR STAMPED HARD COPIES OF THE

ARCHITECT'S INSTRUMENTS OF SERVICE ARE THE

ONLY TRUE CONTRACT DOCUMENTS OF RECORD.

P R

O

JE

C T:

O W

N E

R

A D

D R

E S

S

BY:

DATE:

c COPYRIGHT

G1.1

ENLARGED

RESTROOM PLANS

G R

E G

G C

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G R

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G C

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SCALE: 3/8" = 1'-0"2

T.A.S. REQ'D MIN. LOCATIONS - ELEVATION

SCALE: 3/4" = 1'-0"6

LAVATORY SECTION - WALL HUNG

SCALE: 1/2" = 1'-0"5

HI/LOW EWC CLEARANCES

SCALE: 3/4" = 1'-0"8

H.C. SINKSCALE: 1/2" = 1'-0"7

H.C. MULTI-LAV LAYOUT

SCALE: 3" = 1'-0"4

GRAB BAR INSTALLATION

SCALE: 1 1/2" = 1'-0"9

FLOOR DRAIN DETAIL

SCALE: 3/8" = 1'-0"3

RESTROOM SIGNAGE REQ'D LOCATION

SCALE: 3/8" = 1'-0"1

T.A.S. REQ'D MIN. LOCATIONS - PLAN

N

SCALE: 3/8" = 1'-0"11

ENLARGED PLAN - 102 RR

N

SCALE: 3/8" = 1'-0"12

ENLARGED PLAN - 122 & 123 RESTROOMS

N

SCALE: 3/8" = 1'-0"13

ENLARGED PLAN - 125 & 126 RESTROOMS & JANITOR

W WW

E EE

S SS

X XXX X

O OOO O

GAS GASGAS

EXISTING POINT GRADES

BENCHMARK

BUILDING FOOTPRINT - NEW

BUILDING FOOTPRINT - EXISTING

LANDSCAPE AREAS

NEW 4" CONCRETE

NEW 6" CONCRETE

NEW CONCRETE CURBING

EXISTING CONCRETE

SILT FENCE

POWER LINE ELECTRICAL

EXISTING FENCE

WATER LINE

EXISTING WATER METER

SEWER LINE

GAS LINE

POWER POLE

HOSE BIBB

PROPERTY LINE

SET BACK LINE

RIGHT-OF-WAY/ EASEMENTS

STREET CENTER LINE

PARKING STRIPES

HANDICAP PARKING SIGN

FIRE LANE STRIPPING

FIRE HYDRANT

GAS METER

W

GM

FH

HC

FL

HB

PP

DEMO SITE LEGEND

SEE CIVIL

EXISTING ATM (NOT ON

PROPERTY)

EXISTING CANOPY WITH

COLUMNS AND BOLLARDS TO BE

REMOVED

E X

IS

T

IN

G

F L O

W E

B

D /W

A T

E R

F E

A T

U R

E T

O

M O

V E

D

EXISTING CONCRETE RETAINING WALL TO REMAIN

EXISTING HANDRAIL TO REMAIN, PAINT

DEMO LOWER DRIVE THROUGH CANOPY AND ISLANDS

EXISTING DRIVE THRU CANOPY COLUMNS

STRUCTURAL BEAMS REMAIN, REMOVE EIFS AND

PREP FOR NEW STONE WRAP

EXISTING VACUUM TUBE

DELIVER/RETURN SYSTEM TO

REMAIN

BOLLARDS TO REMAIN, REPAINT

REMOVE BOLLARDS, COLUMNS,

ISLAND AND VACUUM TUBE

DELIVERY/RETURN SYSTEM FOR

LOWER DRIVE THROUGH CANOPY

REMOVE BOLLARDS, ISLAND AND

VACUUM TUBE

DELIVERY/RETURN SYSTEM FOR

2ND 3RD DRIVE THROUGH ISLE

DRIVE ISLE: 1

DRIVE ISLE: 2

DRIVE ISLE: 3

DRIVE ISLE: 4

DRIVE ISLE: 5

ENTRANCE TO BE

REMOVED, SEE CIVIL

VEGETATION TO BE CUT

AND FILLED, SEE CIVIL

VEGETATION TO BE CUT AND

PREPPED FOR NEW ADDITION,

SEE CIVIL

CONCRETE STAIRS TO BE

REMOVED

CONCRETE STAIRS TO BE

REMOVED

CONCRETE RAMP TO

BE REMOVED

CONCRETE FLOWER BED

TO BE REMOVED

SEE CIVIL FOR PARKING LAYOUT

SEE CIVIL FOR PARKING LAYOUT

SEE CIVIL FOR PARKING LAYOUT

EXISTING DUMPSTER

LOCATION TO REMAIN

CONCRETE AREA TO BE PREPPED FOR NEW

PARKING, SEE CIVIL

CONCRETE AREA TO BE PREPPED FOR NEW

PARKING, SEE CIVIL

EXISTING 3,498 SQFT

BUILDING TO BE REMODLED

EXISTING CONCRETE WATER

RUNOFF SLAB TO BE REMOVED

CONCRETE TO BE

REMOVED, SEE CIVIL

C O N C R

ETE T

O B

E R

EM

O

VED

, S

EE C

IV

IL

NEW CONCRETE SIDEWALK TO BE

ADDED, SEE CIVIL

VEGETATION TO BE CUT

AND FILLED, SEE CIVIL

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

LARGE SIGN TO BE REMOVED

NEW

ADDITION

UTILIT

Y 30' E

ASEMENT

F A

IR

M

O N

T S

T R

E E

T

NEW CONCRETE SIDEWALK TO BE

ADDED, SEE CIVIL

NEW CONCRETE SIDEWALK

TO BE ADDED, SEE CIVIL

NEW CONCRETE CURB,

SEE CIVIL

EXISTING DRIVE THRU CANOPY COLUMNS

STRUCTURAL BEAMS REMAIN, REMOVE EIFS AND

PREP FOR NEW STONE WRAP

EXISTING CURB TO BE REMOVED

SEE CIVIL FOR DEMO ON

EXISTING CONCRETE IN THIS

AREA.

SEE CIVIL FOR DEMO ON

EXISTING CONCRETE IN THIS

AREA.

NO W

ORK IN

THIS AREA. R

EFERENCE ONLY

NO W

ORK IN

THIS AREA. R

EFERENCE ONLY

AREA TO BE REMOVED, SEE CIVIL

REMOVE COLUMNS, STRUCTURE AND COLUMN WRAP

PROPERTY LINE

THIS ELECTRONIC DRAWING FILE AND RELATED

SPECIFICATIONS, INCLUDING ALL DOCUMENTS ON

ELECTRONIC MEDIA, WERE PREPARED, AND

RELEASED UNDER THE AUTHORITY OF HLH DESIGN

BUILD, INC., AS DATED, WHO MAINTAINS THE

ORIGINAL FILE & SHALL REMAIN THE PROPERTY OF

SUCH. PURSUANT TO RULE 1.103(F) OF THE RULES

AND REGULATIONS OF THE TEXAS BOARD OF

ARCHITECTURAL EXAMINERS, THE INFORMATION

SHOWN HEREON SHALL BE USED ONLY BY THE

CLIENT TO WHOM SERVICES ARE RENDERED AND

ONLY FOR THE PURPOSE OF DESCRIBING,

CONSTRUCTION OR INSTALLING THE WORK SHOWN

HEREON AT THE DESIGNATED LOCATION ON THE

SPECIFIED SITE. ANY UNAUTHORIZED USE OF THESE

DOCUMENTS, INCLUDING WITHOUT LIMITATION,

REPRODUCTION, OR ALTERATION, IS STRICTLY

PROHIBITED AND SHALL CAUSE THE WAIVER OF

ANY EXPRESSED WARRANTIES, AND SEVER ANY

LIABILITIES WHICH MAY ARISE FROM THE

CONSTRUCTION, USE, OR RESULT OF SUCH

UNAUTHORIZED USE OR CHANGES. THE PARTIES

RECOGNIZE THAT DATA, PLANS, SPECIFICATIONS,

REPORTS, DOCUMENTS, OR OTHER INFORMATION

RECORDED ON OR TRANSMITTED AS ELECTRONIC

MEDIA (INCLUDING BUT NOT NECESSARILY LIMITED

TO "CAD DOCUMENTS") ARE SUBJECT TO

UNDETECTABLE ALTERATION, EITHER INTENTIONAL

OR UNINTENTIONAL, DUE TO AMONG OTHER

CAUSES TRANSMISSION, CONVERSION, MEDIA

DEGRADATION, SOFTWARE ERROR OR HUMAN

ALTERATION. ACCORDINGLY, ALL SUCH DOCUMENTS

ARE PROVIDED TO THE PARTIES FOR

INFORMATIONAL PURPOSES ONLY AND NOT AS AN

END PRODUCT, NOR AS A RECORD DOCUMENT. ANY

RELIANCE THEREON IS DEEMED TO BE

UNREASONABLE AND UNENFORCEABLE. THE SIGNED

AND OR STAMPED HARD COPIES OF THE

ARCHITECT'S INSTRUMENTS OF SERVICE ARE THE

ONLY TRUE CONTRACT DOCUMENTS OF RECORD.

P R

O

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C T:

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A D

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BY:

DATE:

c COPYRIGHT

A1.0

DEMO SITE

DRAWING

G R

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True

PROJECT

NORTH

N

SCALE: 3/32" = 1'-0"1

ARCHITECTURAL AS BUILT/DEMO SITE PLAN

DN

W WW

E EE

S SS

X XXX X

O OOO O

GAS GASGAS

E F

A

IR

M O

N T

S T

DUMPSTER

EXISTING

CANOPY

CANOPY TO BE REMOVED

T A

X C

L E

R K

S

ELEC

ENTRY

100 WAITING

W O

R K

R O

O M

C O

N F

E R

E N

C E

BREAKROOM

127JAN

MENS

COURT ROOM

OPEN OFFICE

TIM

SUPER OFF.

STRG

STRG

ROGER

JP WAITING

STRG

HALL

IT

DRIVE THRU

W E

B D

E A

L

SUPER OFF.

MICHELLE

STRG

STRG

UNISEX

WMNS

RAY

S E

R V

IC

E

A R

E A

RR

STRG

DRIVE THRU

DRIVE THRU

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE

RAMPRAMP

EXISTING RETAINING WALL TO REMAIN

PAINT EXISTING GUARDRAIL - DARK BRONZE

PAINT EXISTING GUARDRAIL - DARK

BRONZE

NEW DUMPSTER

SURROUND

A1.3

A1.4

(3) FLAG POLES

FLAG POLE LIGHTING

NEW CURB TO MATCH

EXISTING, EXTEND TO

EDGE OF NEW

BUILDING, SEE CIVILEXISTING CURB

EXISTING ATM (NOT ON

PROPERTY)

EXISTING CANOPY TO REMAIN

HC PARKING

AND SIGN

+336.2

+335.6

+334.2

+335.5

N E

W C

O N

C R

E T

E S

ID

E

W A

L K

NEW CONCRETE SIDEWALK NEW CONCRETE SIDEWALK

+336.2

+336.2

GM

FH

UTILIT

Y 30' E

ASEMENT

30' - 0"

FLOWER BED

STONE

6" CURB

STONE

FLOWER BED

FLOWER BED

NEW CONCRETE,

SEE CIVIL

+336.2

BOLLARDS WITH LIGHTS,

7'-0" APART, MAX

E Q

E Q

A1.6

NEW CONCRETE

SIDEWALK, SEE CIVIL

DO NOT BLOCK DRIVE DURING

CONSTRUCTION

DO NOT BLOCK DRIVE DURING

CONSTRUCTION

DO NOT BLOCK DRIVE DURING

CONSTRUCTION

BOLLARD

EXISTING DRIVE THRU

TRANSACTION DRAWER

VERIFY EXISTING INTERIOR GUTTER

AND REPAIR/REPLACE AS NEEDED TO

MATCH

NEW COLUMN HERE WITH MATCH

EXISTING, ADD NEW INTERNAL

DOWNSPOUT TO MATCH EXISTING

NEW COLUMN SIZE TO MATCH

EXISTING

ACCESSIBLE ROUTE TO BUILDING

NEW TOPOGRAPHIC CONTOURS

EXISTING TOPOGRAPHIC CONTOURS

NEW OR REQUIRED POINT GRADES

EXISTING POINT GRADES

BENCHMARK

BUILDING FOOTPRINT - NEW

BUILDING FOOTPRINT - EXISTING

LANDSCAPE AREAS

NEW 4" CONCRETE

NEW 6" CONCRETE

NEW CONCRETE CURBING

EXISTING CONCRETE

SILT FENCE

POWER LINE ELECTRICAL

EXISTING FENCE

WATER LINE

EXISTING WATER METER

SEWER LINE

GAS LINE

POWER POLE

HOSE BIBB

PROPERTY LINE

SET BACK LINE

RIGHT-OF-WAY/ EASEMENTS

STREET CENTER LINE

PARKING STRIPES

HANDICAP PARKING SIGN

FIRE LANE STRIPPING

FIRE HYDRANT

GAS METER

W

GM

FH

BM

HC

FL

+100.00'

+100.00'

HB

PP

SITE LEGEND

THIS ELECTRONIC DRAWING FILE AND RELATED

SPECIFICATIONS, INCLUDING ALL DOCUMENTS ON

ELECTRONIC MEDIA, WERE PREPARED, AND

RELEASED UNDER THE AUTHORITY OF HLH DESIGN

BUILD, INC., AS DATED, WHO MAINTAINS THE

ORIGINAL FILE & SHALL REMAIN THE PROPERTY OF

SUCH. PURSUANT TO RULE 1.103(F) OF THE RULES

AND REGULATIONS OF THE TEXAS BOARD OF

ARCHITECTURAL EXAMINERS, THE INFORMATION

SHOWN HEREON SHALL BE USED ONLY BY THE

CLIENT TO WHOM SERVICES ARE RENDERED AND

ONLY FOR THE PURPOSE OF DESCRIBING,

CONSTRUCTION OR INSTALLING THE WORK SHOWN

HEREON AT THE DESIGNATED LOCATION ON THE

SPECIFIED SITE. ANY UNAUTHORIZED USE OF THESE

DOCUMENTS, INCLUDING WITHOUT LIMITATION,

REPRODUCTION, OR ALTERATION, IS STRICTLY

PROHIBITED AND SHALL CAUSE THE WAIVER OF

ANY EXPRESSED WARRANTIES, AND SEVER ANY

LIABILITIES WHICH MAY ARISE FROM THE

CONSTRUCTION, USE, OR RESULT OF SUCH

UNAUTHORIZED USE OR CHANGES. THE PARTIES

RECOGNIZE THAT DATA, PLANS, SPECIFICATIONS,

REPORTS, DOCUMENTS, OR OTHER INFORMATION

RECORDED ON OR TRANSMITTED AS ELECTRONIC

MEDIA (INCLUDING BUT NOT NECESSARILY LIMITED

TO "CAD DOCUMENTS") ARE SUBJECT TO

UNDETECTABLE ALTERATION, EITHER INTENTIONAL

OR UNINTENTIONAL, DUE TO AMONG OTHER

CAUSES TRANSMISSION, CONVERSION, MEDIA

DEGRADATION, SOFTWARE ERROR OR HUMAN

ALTERATION. ACCORDINGLY, ALL SUCH DOCUMENTS

ARE PROVIDED TO THE PARTIES FOR

INFORMATIONAL PURPOSES ONLY AND NOT AS AN

END PRODUCT, NOR AS A RECORD DOCUMENT. ANY

RELIANCE THEREON IS DEEMED TO BE

UNREASONABLE AND UNENFORCEABLE. THE SIGNED

AND OR STAMPED HARD COPIES OF THE

ARCHITECT'S INSTRUMENTS OF SERVICE ARE THE

ONLY TRUE CONTRACT DOCUMENTS OF RECORD.

P R

O

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O W

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A D

D R

E S

S

BY:

DATE:

c COPYRIGHT

A1.1

ARCHITECTURAL

SITE PLAN

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SCALE: 3/32" = 1'-0"1

ARCHITECTURAL SITE PLAN

True

PROJECT

NORTH

LAYDOWN

CONCRETE CURB W/3

#5 CONT.

LAYER OF ASPHALT

CRUSHED IRON

ORE BASE

COMPACTED SUBGRADE

RE: SPECIFICATIONS PROVIDE EXPANSION JOINTS

40'-0" O.C. MAX. USE 3 #4

DOWELS 2'-0" LG. WITH

BOND BREAKAGE ONE SIDE.

2' - 0"

/4

/4

NOTE:

FOR ALL CONCRETE WALK AREAS:

3000 P.S.I. @ 28 DAYS W/5% AIR ENTRAINMENT

CONCRETE SIDEWALKS - 4" THICK

MAXIMUM 5'-0" FOR HAND TOOLED CONTROL JOINTS

FOR ALL CONCRETE PAVING AREAS:

3000 P.S.I. @ 28 DAYS WITH 5% AIR ENTRAINMENT

6" THICK AT DRIVES - (TYP.)

4" THICK AT PARKING - (TYP.)

MAXIMUM 12'x12' SAW CUT JOINTS

EXPANSION JOINTS AS SHOWN ON SITE PLAN

1 X 4 REDWOOD W/IP STRIP

TOOL EDGE, REMOVE IP STRIP

PRIME W/PRIMER #733 FOR

SONOLASTIC SEALANT

#4 SMOOTH DOWEL (18" LONG)

@ 18" O.C. WITH BOND BREAK

#3'S @ 16" O.C.E.W. (TYP.)

COMPACTED SUBGRADE

RE: SPECIFICATIONS

NOTE: USE #4'S @ 16" O.C.E.W.

FOR 8" THICK PAVING

AT DUMPSTER DRIVE

6" @ DRIVE

4" @ WALKS

4" @ PARKING

4" @ WALKS

1"

NOTE:

FOR ALL CONCRETE WALK AREAS:

3000 P.S.I. @ 28 DAYS W/5% AIR ENTRAINMENT

CONCRETE SIDEWALKS - 4" THICK

MAXIMUM 5'-0" FOR HAND TOOLED CONTROL JOINTS

FOR ALL CONCRETE PAVING AREAS:

3000 P.S.I. @ 28 DAYS WITH 5% AIR ENTRAINMENT

6" THICK AT DRIVES - (TYP.)

4" THICK AT PARKING - (TYP.)

MAXIMUM 12'x12' SAW CUT JOINTS

EXPANSION JOINTS AS SHOWN ON SITE PLAN

6" @ DRIVE

4" @ WALKS

4" @ PARKING

4" @ WALKS

HAND TOOL ALL EDGES

KEYWAY TO BE

SET INTO CONCRETE

#4 SMOOTH DOWEL (24" LONG)

@24" O.C. WITH BOND BREAK

#3'S @16" O.C. (TYP.)

COMPACTED SUBGRADE

RE: SPECIFICATIONS

NOTE:

PLACE E.J. 40' O.C. MAX

@ CONC. DRIVES E.J. 20' MAX

@ CONC. WALKS

NOTE:

FOR ALL CONCRETE WALK AREAS:

3000 P.S.I. @ 28 DAYS W/5% AIR ENTRAINMENT

CONCRETE SIDEWALKS - 4" THICK

MAXIMUM 5'-0" FOR HAND TOOLED CONTROL JOINTS

CONCRETE FLATWORK

AS SHOWN ON

SITE PLAN

COMPACTED SUBGRADE

RE: SPECIFICATIONS

#3 REBAR 16" O.C.E.W.

FINISH GRADE

6"

SIDEWALK WIDTH (RE: PLAN)

6'-0" LONG PRECAST

CONCRETE WHEELSTOP

5/8" DIA. X12" STEEL DOWELS

(2 PER WHEELSTOP)

CONCRETE PAVING

PROVIDE EXPANSION JOINTS 40'-0" MAX. USE

4-#4 DOWELS 18" LG. WITH BOND BREAK ONE SIDE.

4" DIA. SCH 40 PVC PIPE CHASE W/LOOSE END CAPS

FOR INSTALLATION OF SPRINKLER, ELECT. CONDUIT, ETC.

COMPACTED SUBGRADE

RE: SPECIFICATIONS

NOTE:

BURY 4" PVC A MIN. OF 4" BELOW CONC. PAVING TO TOP OF PIPE.

RE: SITE PLAN FOR LOCATIONS OF BURIED PVC PIPE

CRUSHED IRON

ORE BASE

CONCRETE CURB & GUTTER

W/3 #5 CONT. - SUPPORT

W/CHAINS. BREAK #5'S @

EXPANSION JOINTS

ASPHALT

#3 TIES @ 36" O.C.

2' - 0"

6" 3/4" 1' - 5 1/4"

/2

/2

O F

I R

O N

O R

E B

A S

E

M A

T C

H D

E P

T H

PROVIDE EXPANSION JOINTS 40'-0"

MAX. USE 4-#4 DOWELS 18" LG. WITH

BOND BREAK ONE SIDE.

4" DIA. SCH 40 PVC PIPE CHASE W/LOOSE END CAPS FOR

INSTALLATION OF SPRINKLER, ELECT. CONDUIT, ETC.

COMPACTED SUBGRADE

RE: SPECIFICATIONS

NOTE:

BURY 4" PVC A MIN. OF 4" BELOW

CONC. PAVING TO TOP OF PIPE.

CONCRETE CURB & GUTTER

W/(2) #5 CONT. BREAK @

EXPANSION JOINTS

CONCRETE PAVING

#3'S @ 18" O.C.E.W.

NOTE:

SAW CUTTING OF PAVING

TO CONTINUE THRU CURB

6" 3/4"

CONCRETE PAVING

FIN. GRADE

4" DIA. SCH 40 PVC PIPE CHASE W/LOOSE END CAPS FOR

INSTALLATION OF SPRINKLER, ELECT. CONDUIT, ETC.

SUBGRADE AS PER SPECS

*VERIFY WITH SITE PLAN

NOTE: BURY 4" PVC A MIN. OF 4" BELOW CONC. PAVING TO TOP

OF PIPE. RE: SITE PLAN FOR LOCATIONS OF BURIED PVC PIPE.

"6"

SHAPE CONCRETE TO

ROUNDED TOP

4" DIA. STEEL PIPE

FILL WITH CONCRETE

FOR PAINT

TOP OF WALK SURFACE

LOCATE AS SHOWN

ON SITE PLAN

4" 4" 4"

1' - 0"

CONCRETE PAVING

#3 REBAR 16" O.C.E.W.

SAW CUTS:

1/4" X 1" DEEP AT ALL PAVING DEPTHS. FILL W/

SEALANT - (TYP.) CONTINUE CUT THRU CURB

NOTE: HAND TOOL JOINTS AT SIDEWALKS

CONCRETE - 3,000 P.S.I. AT 28 DAYS

NOTE:

SAWCUT JOINTS MUST BE CUT WITHIN 4-18

HOURS OF CONCRETE PLACEMENT. SEALING

OF JOINTS AND CRACKS IS REQUIRED.

P L A

N

R E

24"

4"

/4

6" CONCRETE FLUME

REINFORCED WITH #3'S

@ 12" O.C.E.W. MAX

THIS ELECTRONIC DRAWING FILE AND RELATED

SPECIFICATIONS, INCLUDING ALL DOCUMENTS ON

ELECTRONIC MEDIA, WERE PREPARED, AND

RELEASED UNDER THE AUTHORITY OF HLH DESIGN

BUILD, INC., AS DATED, WHO MAINTAINS THE

ORIGINAL FILE & SHALL REMAIN THE PROPERTY OF

SUCH. PURSUANT TO RULE 1.103(F) OF THE RULES

AND REGULATIONS OF THE TEXAS BOARD OF

ARCHITECTURAL EXAMINERS, THE INFORMATION

SHOWN HEREON SHALL BE USED ONLY BY THE

CLIENT TO WHOM SERVICES ARE RENDERED AND

ONLY FOR THE PURPOSE OF DESCRIBING,

CONSTRUCTION OR INSTALLING THE WORK SHOWN

HEREON AT THE DESIGNATED LOCATION ON THE

SPECIFIED SITE. ANY UNAUTHORIZED USE OF THESE

DOCUMENTS, INCLUDING WITHOUT LIMITATION,

REPRODUCTION, OR ALTERATION, IS STRICTLY

PROHIBITED AND SHALL CAUSE THE WAIVER OF

ANY EXPRESSED WARRANTIES, AND SEVER ANY

LIABILITIES WHICH MAY ARISE FROM THE

CONSTRUCTION, USE, OR RESULT OF SUCH

UNAUTHORIZED USE OR CHANGES. THE PARTIES

RECOGNIZE THAT DATA, PLANS, SPECIFICATIONS,

REPORTS, DOCUMENTS, OR OTHER INFORMATION

RECORDED ON OR TRANSMITTED AS ELECTRONIC

MEDIA (INCLUDING BUT NOT NECESSARILY LIMITED

TO "CAD DOCUMENTS") ARE SUBJECT TO

UNDETECTABLE ALTERATION, EITHER INTENTIONAL

OR UNINTENTIONAL, DUE TO AMONG OTHER

CAUSES TRANSMISSION, CONVERSION, MEDIA

DEGRADATION, SOFTWARE ERROR OR HUMAN

ALTERATION. ACCORDINGLY, ALL SUCH DOCUMENTS

ARE PROVIDED TO THE PARTIES FOR

INFORMATIONAL PURPOSES ONLY AND NOT AS AN

END PRODUCT, NOR AS A RECORD DOCUMENT. ANY

RELIANCE THEREON IS DEEMED TO BE

UNREASONABLE AND UNENFORCEABLE. THE SIGNED

AND OR STAMPED HARD COPIES OF THE

ARCHITECT'S INSTRUMENTS OF SERVICE ARE THE

ONLY TRUE CONTRACT DOCUMENTS OF RECORD.

P R

O

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O W

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A D

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BY:

DATE:

c COPYRIGHT

A1.2

SITE DETAILS

G R

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SCALE: 1" = 1'-0"1 LAY DOWN CURB

SCALE: 1" = 1'-0"2 EXPANSION JOINT DETAIL

SCALE: 1" = 1'-0"3 KEYED CONTROL JOINT

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

SCALE: 1" = 1'-0"5 WHEEL STOP (CONC)

SCALE: 1" = 1'-0"7 CURB DETAIL

SCALE: 1" = 1'-0"8 CONC. CURB DETAIL

SCALE: 1" = 1'-0"9 CONCRETE/NO CURB

SCALE: 1/2" = 1'-0"6 4" PIPE BOLLARD DETAIL

SCALE: 1 1/2" = 1'-0"10 CONTROL JOINT

SCALE: 1 1/2" = 1'-0"11 DRAINAGE SWELL

4' - 0"

DETECTABLE WARNINGS

(TRUNCATED DOMES PAVERS)

S L O

P E

D N

:1

M

A X

LANDING TO BE AT LEAST AS

WIDE AS RAMP

" 45°45°

INSIDE CLEAR DIM. AS PER ALLIED WASTE

WELD 4X4X1/4" ANGLE TO TOP OF

PIPE BOLLARDS, AT 45" ABOVE

FINISH GRADE AND AT BASE

8" DEEP DUMPSTER SLAB

4"DIA. STEEL PIPE FILLED

WITH CONCRETE & PAINTED

METAL BUILDING PANELS

TO MATCH BUILDING

DUMPSTER BY OWNER

6"DIA. PIPE 7FT. LONG BURIED

3FT. IN 14"DIA. CONCRETE

FOOTING, FILL WITH CONCRETE

HANG GATE OFF FRONT

4" DIA. PIPE BOLLARD

4-#5 CONT. W/ #3

TIES AT 48" O.C.

WELD 4X4X1/4" ANGLE

TO PIPES AS SHOWN

WELD 4X4X1/4" ANGLE

TO PIPES AS SHOWN

WELD 4X4X1/4" ANGLE

TO PIPES AS SHOWN

8" SLAB W/ #3 AT 16"

O.C.E.W.

METAL PANELS TO

MATCH THE BUILDING

WITH J-MOLD TRIM CAP

SEE PLAN FOR BOLLARD

INSTALLATION

PLAN SECTION

1' - 0"

MIN. 8" THICK

12' - 8" (CONCRETE SLAB)

CLEAR INSIDE DIMENSION

11' - 0" (AS REQUIRED)

10"

EQUAL EQUAL EQUAL

8'-0" (TAS)

MINIMUM

9' - 0" (VERIFY PER UDC)

MINIMUM

8' - 0"

(8'-0" MIN. IF ACCESS AISLE IS 8'-0" MIN.)

MINIMUM

9' - 0" (TAS VAN PARKING)

(R

E F

E R

T O

P L

A N

HANDICAPPED SIGN SET

IN CONCRETE BASE

(R

E F

E R

T O

P L

A N

WHEEL STOP, TYPICAL

12" HIGH PAINTED

LETTERS

N O

P A

R K

IN

G

NOTE: SLOPE NO GREATER THAN 2% ANY DIRECTION

EXISTING HC PARKING,

VERIFY THAT IT MEETS

TAS 2012

C E

N T

E R

E D

RESERVED

PARKING

VIOLATORS SUBJECT

TO FINE AND TOWING

12"

RESERVED

PARKING

VIOLATORS SUBJECT

TO FINE AND TOWING

VAN

ACCESSIBLE

TOP OF CURB

TOP OF PARKING SURFACE

S U

R F

A C

E T

O B

.O S

IG

N

F R

O M

P A

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IN

G

T O

P O

F S

IG

N

GALV. STEEL DOME CAP

HANDICAP SIGN: SETON NO.

L5838S04TEDRAE 18X12 FLAT

SCREEN STEEL MOUNTED W/

(2)5/16" X 3" BOLTS W/ LOCK

WASHER AND REGULAR NUT

2 3/8 O.D. SCH. 40 X 7'-6" LONG

PIPE 3.65 LBS. PER L.F. GALV. -

1.8 OZ. PER S.F. STOCK

LENGTHS - 18', 21' & 24'

CONCRETE FOOTING

VAN ACCESSIBLE SIGN: SETON

NO. L6108S04TEDRAE 18X12 FLAT

SCREEN STEEL MOUNTED W/

(2)5/16" X 3" BOLTS W/ LOCK

WASHER AND REGULAR NUT

1' - 0"

LIGHT BOLLARD

ATTACHED TO FOOTING

W/ EXPANSION ANCHORS

3/4" PVC ELECTRICAL CONDUIT

3/4" CHAMFER

(3)#3s REBAR EACH WAY

18" SQUARE

LANDSCAPE LIGHT

RAINTIGHT ALUMINUM

BOX COVER

RAINTIGHT ROUND

PLASTIC JUNCTION BOX

3/4" PVC CONDUIT

FINISHED GRADE

8" ROUND CONCRETE

BASE REINFORCED

W/ (3)#3s VERTICALLY

& HORIZONTALLY

3,000 P.S.I. @ 28 DAYS WITH 5% AIR ENTRAINMENT

" 1 /2

E D

C

B

A

NOTE:

VERIFY ALL INFORMATION WITH MANUFACTURE OF FLAG POLE.

A. CONCRETE BASE DIAMETER AT LEAST (5) TIMES THE OUTSIDE

DIAMETER OF BUTT AND NEVER LESS THAN 30" DIAMETER.

B. CONCRETE BASE DIAMETER AT LEAST (4) TIMES THE OUTSIDE

DIAMETER OF BUTT AND NEVER LESS THAN 24" DIAMETER.

C. POLE SHOULD SET IN FOUNDATION 10% OF POLE HEIGHT

ABOVE GROUND AND NEVER LESS THAN (3) FEET.

D. CONCRETE BASE FOOTING THICKNESS SHOULD BE 0.15 INCHES

FOR EACH FOOT OF POLE HEIGHT ABOVE GROUND.

E. LIGHTING ROD GROUND SPIKE SHOULD EXTEND INTO SOLID

GROUND FOR THE SAME DISTANCE AS FOOTING THICKNESS.

NOTE: THE ABOVE DIMENSIONS ARE MINIMUM FOR DRY SOIL

ONLY. WHERE HEAVY FROST CONDITIONS EXIST, INVERT

DIMENSIONS A AND B.

STANDARD METAL BASE

OR FLASH COLLAR

WATERPROOF

COMPOUND 2" DEEP

FOUR HARDWOOD WEDGES

FILL SPACE WITH

PACKED DRY SAND

16 GA. GALV. CORRUGATED

STEEL TUBE

CONCRETE MIX 1:24

FOUR WELDED STEEL WEDGES

3/16" OR 1/4" WELDED

STEEL BASE PLATE

1 1/2" SCH. 40 STEEL PIPE

HANDRAIL WELDED,

GROUND SMOOTH,

PRIMED AND PAINTED

4" CONCRETE WITH

#3'S AT 18" O.C.E.W.

BROOM FINISH.

4-#3'S CONT. AT EDGE

WITH #3 TIES AT 24" O.C.

COMPACTED FILL

EXTENDED BEAM 12"

INTO UNDISTURBED

SOIL MINIMUM.

RADIUS CORNERS

1 1/2" SCH. 40 STEEL PIPE

HANDRAIL WELDED, GROUND

SMOOTH, PRIMED AND PAINTED.

FINISH DIM. 1 5/8" DIA.

ANCHOR PLATE STEEL BASE FLANGE

"WAGNER COMPANIES" #B1432

SLIP FLUSH BASE FLANGE "WAGNER

COMPANIES" #2534 OVER PIPE POST

BEFORE WELDING POST TO BASE FLANGE

GRADE BEAM BEYOND

1' - 0"

RAMP

SECTION AA

3" RE: PLAN

THIS ELECTRONIC DRAWING FILE AND RELATED

SPECIFICATIONS, INCLUDING ALL DOCUMENTS ON

ELECTRONIC MEDIA, WERE PREPARED, AND

RELEASED UNDER THE AUTHORITY OF HLH DESIGN

BUILD, INC., AS DATED, WHO MAINTAINS THE

ORIGINAL FILE & SHALL REMAIN THE PROPERTY OF

SUCH. PURSUANT TO RULE 1.103(F) OF THE RULES

AND REGULATIONS OF THE TEXAS BOARD OF

ARCHITECTURAL EXAMINERS, THE INFORMATION

SHOWN HEREON SHALL BE USED ONLY BY THE

CLIENT TO WHOM SERVICES ARE RENDERED AND

ONLY FOR THE PURPOSE OF DESCRIBING,

CONSTRUCTION OR INSTALLING THE WORK SHOWN

HEREON AT THE DESIGNATED LOCATION ON THE

SPECIFIED SITE. ANY UNAUTHORIZED USE OF THESE

DOCUMENTS, INCLUDING WITHOUT LIMITATION,

REPRODUCTION, OR ALTERATION, IS STRICTLY

PROHIBITED AND SHALL CAUSE THE WAIVER OF

ANY EXPRESSED WARRANTIES, AND SEVER ANY

LIABILITIES WHICH MAY ARISE FROM THE

CONSTRUCTION, USE, OR RESULT OF SUCH

UNAUTHORIZED USE OR CHANGES. THE PARTIES

RECOGNIZE THAT DATA, PLANS, SPECIFICATIONS,

REPORTS, DOCUMENTS, OR OTHER INFORMATION

RECORDED ON OR TRANSMITTED AS ELECTRONIC

MEDIA (INCLUDING BUT NOT NECESSARILY LIMITED

TO "CAD DOCUMENTS") ARE SUBJECT TO

UNDETECTABLE ALTERATION, EITHER INTENTIONAL

OR UNINTENTIONAL, DUE TO AMONG OTHER

CAUSES TRANSMISSION, CONVERSION, MEDIA

DEGRADATION, SOFTWARE ERROR OR HUMAN

ALTERATION. ACCORDINGLY, ALL SUCH DOCUMENTS

ARE PROVIDED TO THE PARTIES FOR

INFORMATIONAL PURPOSES ONLY AND NOT AS AN

END PRODUCT, NOR AS A RECORD DOCUMENT. ANY

RELIANCE THEREON IS DEEMED TO BE

UNREASONABLE AND UNENFORCEABLE. THE SIGNED

AND OR STAMPED HARD COPIES OF THE

ARCHITECT'S INSTRUMENTS OF SERVICE ARE THE

ONLY TRUE CONTRACT DOCUMENTS OF RECORD.

P R

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BY:

DATE:

c COPYRIGHT

A1.3

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SCALE: 1/4" = 1'-0"3 CURB RAMP

SCALE: 3/8" = 1'-0"1 DUMPSTER ENCLOSURE PLAN & SECTION

SCALE: 1/4" = 1'-0"2 HANDICAP PARKING LAYOUT

SCALE: 1 1/2" = 1'-0"6 HANDICAP SIGNAGE

SCALE: 1/2" = 1'-0"5 HANDICAP SIGNAGE MOUNTING

SCALE: 1 1/2" = 1'-0"7 LIGHT BOLLARD FOOTING

SCALE: 1 1/2" = 1'-0"8 ROUND LANDSCAPE LIGHT BASE

SCALE: 1/2" = 1'-0"9 FLAG POLE BASE

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

FFE 336.2

5' - 1"3' - 0"

ADA RAMP 1:12

SLOPE MAX

ADA RAMP 1:12

SLOPE MAX

/ 2A1.4

A1.4

A1.4 336.1

LANDING

5' - 0"

RAMP

13' - 2"

LANDING

7' - 1"

RAMP

13' - 2"

LANDING

5' - 0"

1' - 0" 13' - 2" 1' - 0" 5' - 1" 1' - 0" 13' - 2" 1' - 0"

GUARDRAIL @ 42" A.F.F.

15'…