THESE PLANS AND SPECIFICATIONS, AS WELL AS STARBUCKS' NAME, LOGO ...

\\192.168.16.64\dls\SBUX\PROJECTS\RNA\13108\13108.013_Garland & Gaston - Dallas, TX\Drawings\Work in Progress\13108.013_GARLAND & GATSON_A_2013_CENTRAL.rvt

13 5

9 SPACES

6

31' - 10 3/4" 8 SPACES

11 SPACES

A-202 2

5 33' - 1 1/2"

1 A-102

12 TYP.

7 13

14

15

S 14324 S 14323

5

2 A-104

TYP.

2 A-102 5

29' - 11 3/4"

9 SPACES 2

5

5 A-201 3

7

STARBUCKS 1,853 SQ/FT

3

2

S 14324 15

S 14323 14

2

5

4 SPACES

4

11 8

A-102

1

A-201

11

5

A-102

2

5

2

GASTON AVENUE

5 SPACES

5

13

8

12 5

5 SPACES (2 ADA)

7 SPACES 2

1 A-202 2

13

TYPICAL THROUGHOUT SITE 1 3 4 9 10

3 A-102

15 S 14324

14 S 14323

2 SPACES

13

13

5 26 SPACES

1 SITE PLAN Scale: 1/16" = 1'-0"

GENERAL NOTES:

A NUMERICAL NOTES NOT LISTED ARE NOT USED.

B REFER TO I-601 AND I-602 FOR SCHEDULES

C STARBUCKS CONTRACTS DIRECTLY WITH SIGNAGE CONTRACTOR TO PERMIT, SUPPLY AND INSTALL SIGNAGE. SIGNAGE CONTRACTOR TO VERIFY SIGNAGE COMPLIANCE WITH LOCAL CODES AND OBTAIN PERMIT AND LANDLORD APPROVAL.

D SIGNAGE CONTRACTOR TO SUPPLY SHOP DRAWINGS TO STARBUCKS CM, DESIGNER AND TO THE GC AS NEEDED. GC TO NOTIFY STARBUCKS CM IMMEDIATELY IF SHOP DRAWINGS OR INSTALLATION IS IN DISCREPANCY WITH STARBUCKS ARCHITECTURAL DRAWINGS.

E GC TO COORDINATE AND SCHEDULE SIGNAGE INSTALLATION WITH THE SIGNAGE CONTRACTOR PROVIDING A MINIMUM SCHEDULING NOTICE OF 4 WEEKS AND 1 WEEK PRIOR TO SCHEDULED DATE OF INSTALLATION. STARBUCKS CM TO PROVIDE GC WITH SIGNAGE CONTRACTOR CONTACT INFORMATION.

F SIGNAGE TO BE PERMITTED UNDER SEPARATE PERMIT

G SIGNAGE CONTRACTOR SHALL VERIFY SIZE & LOCATION OF ANY & ALL ALLOWABLE MONUMENT OR PYLON SIGNAGE WITH LANDLORD & PROVIDE SHOP DRAWING(S) PRIOR TO FABRICATION.

Starbucks Coffee Company

2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134

(206) 318-1575

THESE PLANS AND SPECIFICATIONS, AS WELL AS STARBUCKS' NAME, LOGO, TRADEMARKS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF STARBUCKS CORPORATION. ANY REPRODUCTION, MODIFICATION, DISCLOSURE, AND/OR USE OF THESE MATERIALS

(OR ANY PORTION OF THEM) WITHOUT STARBUCKS' PRIOR WRITTEN CONSENT IS STRICTLY PROHIBITED.

Architect of Record

KEYED NOTES:

1

REFER TO EXTERIOR ELEVATIONS FOR BUILDING SIGNAGE LOCATIONS. REFER TO ELECTRICAL

SHEETS FOR POWER REQUIREMENTS.

2 LANDSCAPING TO BE PROVIDED BY LANDLORD. LANDSCAPING TO BE LOW PROFILE, NO HIDING PLACES, 30" MAXIMUM HEIGHT.

3 DRIVE-THRU EQUIPMENT INCLUDING VEHICLE DETECTION LOOP, WIRELESS COMMUNICATION, AND MONITORS COORDINATED BY STARBUCKS CONSTRUCTION MANAGER. REFER TO ELECTRICAL SHEETS.

4

LANDLORD IS RESPONSIBLE FOR PROVIDING SITE WORK, INCLUDING NEW BOLLARDS, FOOTING AND

CONDUIT FOR DRIVE-THRU SIGNAGE. COORDINATE

WITH STARBUCKS CONSTRUCTION MANAGER.

5

ALL PARKING AND DRIVE-THRU STRIPING TO BE PROVIDED BY LANDLORD.

6

DUMPSTER ENCLOSURE PROVIDED BY LANDLORD TO BE LOCKABLE USING STEEL GATES OR CHAIN

BY LANDLORD.

7

LANDLORD TO PROVIDE 6" (150MM) THICK CONCRETE PAVING THE LENGTH OF THE DRIVE-THRU LANE,

EXTENT TO INCLUDE DRIVE-THRU WINDOW

STANDING PAD.

8 GC TO APPLY CONCRETE SEALER TO ALL EXTERIOR CONCRETE PATIO AND WALKWAY SURFACES.

9

ALL SIGNAGE BY SIGN VENDOR UNDER SEPARATE PERMIT.

10 EXTERIOR SITE LIGHTING TO BE ON TIME CLOCK SYNCHRONIZED WITH SIGNAGE. LIGHTING REQUIREMENTS: A) 3-7 FOOTCANDLES LIGHT LEVELS MINIMUM. B) NO DARK AREAS ON SITE, INCLUDING TRASH ENCLOSURE AND OUTDOOR PATIOS C) METAL HALIDE LIGHTING PREFERRED.

11 RAILING BY LANDLORD

12 WHEEL STOPS BY LANDLORD

13 HC RAMP BY LANDLORD

14 DOUBLE IN-ARROW GRAPHIC - GREEN 15 DOUBLE OUT- ARROW GRAPHIC- WHITE

I HEREBY CERTIFY THAT THE PORTIONS OF THIS TECHNICAL SUBMISSION BEARING MY SEAL AND SIGNATURE WERE PREPARED BY ME OR UNDER MY SUPERVISION AND RESPONSIBLE CHARGE. I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF TEXAS

BRUCE M. CARLSON

ERCEE MD.

A RC

CARL

H

REBRGUIST AS

ITECT

SON

S

T

AT

E

1

305

OF

7

T

E

X

PERMIT SET

SIGNATURE DATE ISSUED REG. NO.

BRUCE M. CARLSON 07/03/14 13057

ISSUE SCHEDULE

07/03/14

PERMIT SET

07/03/14

BID SET

REVISION SCHEDULE

REV DATE BY

DESCRIPTION

PROJECT NAME:

GARLAND & GASTON

PROJECT ADDRESS:

7325 GASTON AVE. SUITE 100 DALLAS, TX 75214

COUNTY:

DALLAS

N

TRUE

N

PLAN

STORE #:

22121

CPN/PROJECT #: 57348-001

CMA PROJECT #: 13108.013

CONCEPT:

DESIGN MANAGER:

CONSTRUCTION MANAGER:

IVAN PEREZ ROSELLO

KATHY TRAVIS

SHEET TITLE:

SITE PLAN

LEED:

REFER TO DESIGN SPECIFICATIONS SHEET(S) FOR LEED COMPLIANCE INFORMATION.

A-101 SHEET NUMBER:

ISSUE DATE:

07/03/14

C:\Users\hharris\Documents\13108.013_GARLAND & GATSON_A_2013_CENTRAL_hharris.rvt

1' - 6"

DIMENSION FROM CORNER OF BUILDING

1 ENLARGED PLAN AT MENU BOARDS Scale: 1/4" = 1'-0"

DIMENSION FROM INSIDE CORNER OF CURB

4 S 14104 DIRECTIONAL SIGNAGE

A-103 11 SIDE 'F'

9' - 3"

SIDE 'E'

DT WAYFINDING GRAPHIC: GREEN IN-ARROW

S 14101 11

4 A-104

9

S 14106 CLEARANCE

BAR

4 A-103

2 PLAN AT DRIVE-THRU ENTRY Scale: 1/4" = 1'-0"

EQ

EQ

8' - 0"

5' - 0 1/4"

40' - 9"

A-104 1

1 A-103

14

2' - 11"

5 A-104

A-103 6

5 S 14119 5-PANEL

MENU BOARD

DT ORDER CANOPY S 14163

8

DIGITAL ORDER SCREEN

S 14116

7

20?

20' - 0"

10 S 14093 WAYFINDING GRAPHIC: STAR PATTERN 1

A-103 5

S 14103 4 BOLLARD

6' - 2"

4' - 0 1/4"

2' - 6"

2 A-103

5 S 14120 PRE-MENU BOARD

A-103 7

30?

3' - 3 1/2" CLEAR

SIDE 'E'

SIDE 'F' 5' - 0"

4

S 14104 DIRECTIONAL

SIGNAGE

11 A-103

14' - 0"

DIMENSION FROM CORNER OF CURB

3 PLAN AT DIRECTIONAL SIGNAGE Scale: 1/4" = 1'-0"

WAYFINDING GRAPHIC: WHITE EXIT-ARROW AND BAR

S 14095 12

6' - 0"

6' - 0"

SIDE 'K'

3' - 6"

1' - 9"

4 S 14091 DIRECTIONAL SIGNAGE

12

A-103

SIDE 'L'

DIMENSION FROM INSIDE CORNER OF CONCRETE

4 PLAN AT DRIVE-THRU EXIT Scale: 1/4" = 1'-0"

3 A-104

8' - 4 1/4"

1' - 1 1/2"

DIMENSION FROM CORNER OF BUILDING

5' - 0"

3' - 0"

BIKE RACK BY LANDLORD S 10042 15

BICYCLE CLEARANCE

13

2' - 0"

5 PLAN AT BIKE RACK Scale: 1/4" = 1'-0"

1' - 0" 3' - 0" 3' - 9" CLEAR

GENERAL NOTES:

A NUMERICAL NOTES NOT LISTED ARE NOT USED.

B REFER TO I-601 AND I-602 FOR SCHEDULES

C STARBUCKS CONTRACTS DIRECTLY WITH SIGNAGE CONTRACTOR TO PERMIT, SUPPLY AND INSTALL SIGNAGE. SIGNAGE CONTRACTOR TO VERIFY SIGNAGE COMPLIANCE WITH LOCAL CODES AND OBTAIN PERMIT AND LANDLORD APPROVAL.

D SIGNAGE CONTRACTOR TO SUPPLY SHOP DRAWINGS TO STARBUCKS CM, DESIGNER AND TO THE GC AS NEEDED. GC TO NOTIFY STARBUCKS CM IMMEDIATELY IF SHOP DRAWINGS OR INSTALLATION IS IN DISCREPANCY WITH STARBUCKS ARCHITECTURAL DRAWINGS.

E GC TO COORDINATE AND SCHEDULE SIGNAGE INSTALLATION WITH THE SIGNAGE CONTRACTOR PROVIDING A MINIMUM SCHEDULING NOTICE OF 4 WEEKS AND 1 WEEK PRIOR TO SCHEDULED DATE OF INSTALLATION. STARBUCKS CM TO PROVIDE GC WITH SIGNAGE CONTRACTOR CONTACT INFORMATION.

F SIGNAGE TO BE PERMITTED UNDER SEPARATE PERMIT

G SIGNAGE CONTRACTOR SHALL VERIFY SIZE & LOCATION OF ANY & ALL ALLOWABLE MONUMENT OR PYLON SIGNAGE WITH LANDLORD & PROVIDE SHOP DRAWING(S) PRIOR TO FABRICATION.

Starbucks Coffee Company

2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134

(206) 318-1575

THESE PLANS AND SPECIFICATIONS, AS WELL AS STARBUCKS' NAME, LOGO, TRADEMARKS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF STARBUCKS CORPORATION. ANY REPRODUCTION, MODIFICATION, DISCLOSURE, AND/OR USE OF THESE MATERIALS

(OR ANY PORTION OF THEM) WITHOUT STARBUCKS' PRIOR WRITTEN CONSENT IS STRICTLY PROHIBITED.

Architect of Record

KEYED NOTES:

1 DRIVE-THRU EQUIPMENT INCLUDING VEHICLE DETECTION LOOP, WIRELESS COMMUNICATION, AND MONITORS COORDINATED BY STARBUCKS CONSTRUCTION MANAGER. REFER TO ELECTRICAL SHEETS.

2

LANDLORD IS RESPONSIBLE FOR PROVIDING SITE WORK, INCLUDING NEW BOLLARDS, FOOTING AND

CONDUIT FOR DRIVE-THRU SIGNAGE. COORDINATE

WITH STARBUCKS CONSTRUCTION MANAGER.

3

ALL SIGNAGE BY SIGN VENDOR UNDER SEPARATE PERMIT.

4 DIRECTIONAL SIGNAGE

5 PRE-MENU BOARD

6 MENU BOARD

7 DIGITAL ORDER SCREEN

8 ORDER CANOPY 9 CLEARANCE BAR

10 WAYFINDING GRAPHIC STAR PATTERN

11 WAYFINDING GRAPHIC- GREEN IN-ARROW

12

WAYFINDING GRAPHIC- WHITE OUT-ARROW AND BAR

13 EXISTING RAILING BY LANDLORD

14 EXISTING GREASE TRAP BY LANDLORD

15 BIKE RACK BY LANDLORD

I HEREBY CERTIFY THAT THE PORTIONS OF THIS TECHNICAL SUBMISSION BEARING MY SEAL AND SIGNATURE WERE PREPARED BY ME OR UNDER MY SUPERVISION AND RESPONSIBLE CHARGE. I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF TEXAS

BRUCE M. CARLSON

ERCEE MD.

A RC

CARL

H

REBRGUIST AS

ITECT

SON

S

T

AT

E

1

305

OF

7

T

E

X

PERMIT SET

SIGNATURE DATE ISSUED REG. NO.

BRUCE M. CARLSON 07/03/14 13057

ISSUE SCHEDULE

07/03/14

PERMIT SET

07/03/14

BID SET

REVISION SCHEDULE

REV DATE BY

DESCRIPTION

PROJECT NAME:

GARLAND & GASTON

PROJECT ADDRESS:

7325 GASTON AVE. SUITE 100 DALLAS, TX 75214

COUNTY:

DALLAS

N

TRUE

N

PLAN

LEED:

STORE #:

22121

CPN/PROJECT #: 57348-001

CMA PROJECT #: 13108.013

CONCEPT:

DESIGN MANAGER:

CONSTRUCTION MANAGER:

IVAN PEREZ ROSELLO

KATHY TRAVIS

SHEET TITLE:

ENLARGED SITE PLANS

REFER TO DESIGN SPECIFICATIONS SHEET(S) FOR LEED COMPLIANCE INFORMATION.

A-102 SHEET NUMBER:

ISSUE DATE:

07/03/14

2' - 6"

4' - 0 1/4"

7' - 3 1/4"

20?

16' - 4 3/4" MIN. CLR. AREA

1' - 0" 4' - 3"

MIN. CLR. AREA 1' - 11"

CONCRETE FOOTING (2) OUTLINE OF DIGITAL ORDER SCREEN EDGE OF CONCRETE CURB CONDUIT DETECTOR LOOP CENTERED ON DIGITAL ORDER SCREEN 2" (50MM) BELOW FINAL GRADE IN CONDUIT OR SAWCUT. NON-ILLUMINATED BOLLARD CANOPY ABOVE

1 DTE - 5 PANEL 20? DT MENU BOARD, DIGITAL ORDER SCREEN WITH CANOPY Scale: 1/2" = 1'-0"

1' - 0" MIN. CLR.

2' - 11"

(2) CONDUIT, ROUTE TO DRIVE THRU WINDOW (1) CONDUIT, ROUTE TO ELECTRICAL PANEL (1) CONDUIT, ROUTE BACK TO ELECTRICAL PANEL CONCRETE FOOTING OUTLINE OF MENU BOARD

NOTES: 1. IF UTILIZING EXISTING FOOTING(S) FOR SIGNAGE INSTALLATION, FASTEN TO EXISTING THREADED BOLTS AND PROVIDE CONDUIT AS NOTED. ENSURE BOLTS ARE IN SOUND CONDITION. 2. IF ABANDONING EXISTING FOOTING(S) IN PLACE, CUT CONDUIT AND THREADED BOLTS FLUSH TO TOP OF FOOTING.

4' - 6" MIN. CLR. AREA 3' - 0"

THIS DETAIL IS FOR REFERENCE ONLY. SIGNAGE SUPPLIED AND INSTALLED BY OTHERS UNDER SEPARATE PERMIT

30? (1) CONDUIT ROUTE BACK TO ELECTRICAL PANEL

OUTLINE OF MENU BOARD

CONCRETE FOOTING SEE ADDITIONAL DETAILS FOR CONSTRUCTION

EDGE OF CONCRETE CURB 20'-0" (6M) TO CENTERLINE OF ORDER POINT

2 DTE - PRE-MENU 30 DEG Scale: 1/2" = 1'-0"

THIS DETAIL IS FOR REFERENCE ONLY. SIGNAGE SUPPLIED AND INSTALLED BY OTHERS UNDER SEPARATE PERMIT

FINISHED GRADE

2' - 2"

THIS DETAIL IS FOR REFERENCE ONLY. SIGNAGE SUPPLIED AND INSTALLED BY OTHERS UNDER SEPARATE PERMIT

FREESTANDING MENU (DESIGN VARIES)

2'-1 3/4" 4 1/2" 6 3/8"

MENU BOTTOM PLATE OUTLINE

8 5/8" 4" 2 3/8"

3/4" DIA. x 24"L ANCHOR BOLTS (F1554 GRADE 36 - 4 EA.)

#3 TIES (3 EA.)

#3 TIES TYP. @ 12" O.C.

1'-1" PLAN

OPENING FOR 120VAC (CENTER IN FOOTING)

#5 VERTICALS (6 EA.)

4'-3" MIN. INTO NATURAL GRADE OR ENGINEERED FILL

3 FREESTANDING 5-PANEL MENU BD Scale: 1/2" = 1'-0"

10'-0" CLEARANCE

LETTERING APPLIED ON SITE AS NEEDED

STEEL POLE

9 A-103

1' - 9"

THIS DETAIL IS FOR REFERENCE ONLY. SIGNAGE SUPPLIED AND INSTALLED BY OTHERS UNDER SEPARATE PERMIT.

SIGN WITH BASE AND PLATE COVER (BY STARBUCKS)

EXPOSED FOOTING

FINISH GRADE

DRIVING SURFACE

CONCRETE FOOTING

10' - 0"

1 1/2"

2' - 10"

5"

FINISH GRADE CONCRETE FOOTING

3 A-103

SIGN WITH BASE AND PLATE COVER (BY STARBUCKS)

FINISH GRADE CONCRETE FOOTING

1 1/2"

6 DTE - MENU 5 PANEL FREESTANDING Scale: 1/2" = 1'-0"

THIS DETAIL IS FOR REFERENCE ONLY. SIGNAGE SUPPLIED AND INSTALLED BY OTHERS UNDER SEPARATE PERMIT

SIGN WITH BASE AND PLATE COVER (BY STARBUCKS)

8 A-103

FINISH GRADE

CONCRETE FOOTING

FINISHED GRADE

2' - 2"

THIS DETAIL IS FOR REFERENCE ONLY. SIGNAGE SUPPLIED AND INSTALLED BY OTHERS UNDER SEPARATE PERMIT

FREESTANDING PRE-MENU (DESIGN VARIES)

3/4" DIA. x 24"L ANCHOR BOLTS (F1554 GRADE 36 - 4 EA.)

2'-1 3/4" 4 1/2" 6 3/8"

MENU BOTTOM PLATE OUTLINE

#3 TIES (3 EA.)

#3 TIES TYP. @ 12" O.C.

#5 VERTICALS (6 EA.)

1'-1" PLAN

OPENING FOR 120VAC (CENTER IN FOOTING)

Starbucks Coffee Company

2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134

(206) 318-1575

THESE PLANS AND SPECIFICATIONS, AS WELL AS STARBUCKS' NAME, LOGO, TRADEMARKS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF STARBUCKS CORPORATION. ANY REPRODUCTION, MODIFICATION, DISCLOSURE, AND/OR USE OF THESE MATERIALS

(OR ANY PORTION OF THEM) WITHOUT STARBUCKS' PRIOR WRITTEN CONSENT IS STRICTLY PROHIBITED.

Architect of Record

I HEREBY CERTIFY THAT THE PORTIONS OF THIS TECHNICAL SUBMISSION BEARING MY SEAL AND SIGNATURE WERE PREPARED BY ME OR UNDER MY SUPERVISION AND RESPONSIBLE CHARGE. I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF TEXAS

BRUCE M. CARLSON

ERCEE MD.

A RC

CARL

H

REBRGUIST AS

ITECT

SON

S

T

AT

E

1

305

OF

7

T

E

X

PERMIT SET

SIGNATURE DATE ISSUED REG. NO.

BRUCE M. CARLSON 07/03/14 13057

ISSUE SCHEDULE

07/03/14

PERMIT SET

07/03/14

BID SET

REVISION SCHEDULE

REV DATE BY

DESCRIPTION

8 5/8" 4" 1 7/8"

PROJECT NAME:

GARLAND & GASTON

PROJECT ADDRESS:

7325 GASTON AVE. SUITE 100 DALLAS, TX 75214

COUNTY:

DALLAS

4'-3" MIN. INTO NATURAL GRADE OR ENGINEERED FILL

C:\Users\hharris\Documents\13108.013_GARLAND & GATSON_A_2013_CENTRAL_hharris.rvt

5' - 0"

4 ELEVATION OF CLEARANCE BAR Scale: 1/2" = 1'-0"

5 DTE - NON-ILLUMINATED BOLLARD Scale: 3/4" = 1'-0"

7 DTE - PRE-MENU FREESTANDING Scale: 1/2" = 1'-0"

CLEARANCE BAR

NON-SHRINK GROUT & 3/4" LEVELING NUTS

3/4" X 36" A36 STEEL ANCHOR BOLTS EMBED 48" MIN. (4 EA.)

FINISH GRADE

2 7/8" DIA. GALV. STEEL PIPE PAINTED DURANODIC BRONZE

1/2" THICK STEEL PLATE PAINTED DURANODIC BRONZE

CLEARANCE POST PLATE OUTLINE

(6) #4 BARS ON AN 11" PATTERN WITH (6) #3 STIRRUPS @ 4" O.C. @ TOP 24", THEN 10" O.C. THEREAFTER

3" MIN. CONC. COVER DO NOT WELD REBAR

5" 8"

PLAN

3/4" DIA. HOLE (4)

1' - 6"

NOTES: 1. FOOTING DEPTH MAY VARY AS PER SITE AND SOIL CONDITIONS. 2. CONCRETE COMPRESSIVE STRENGTH 3600 PSI AFTER 28 DAYS. 3. THE GROUND MUST NOT BE ALTERED AND MUST BE WELL DRAINED. 4. EXPECTED GROUND BEARING CAPACITY AT 3000 PSF.

9 CLEARANCE BAR FOOTING Scale: 1/2" = 1'-0"

5" 8" 2'-0" MIN. INTO NATURAL GRADE OR ENGINEERED FILL

THIS DETAIL IS FOR REFERENCE ONLY. SIGNAGE SUPPLIED AND INSTALLED BY OTHERS UNDER SEPARATE PERMIT

DIRECTIONAL SIGN

3/4" 12" LONG ANCHOR BOLTS EMBED 6" MIN. (2EA.)

FINISHED GRADE

1"

DIRECTIONAL PLATE OUTLINE

#3 TIES (3 EA.) #3 TIES TYP

6" PLAN

1" CONDUIT FOR 120VAC (CENTER IN FOOTING)

1'-6" DIA.

#4 VERTICALS (4 EA.)

10 DT ILLUM DIR. SIGN FOOTING Scale: 1/2" = 1'-0"

THIS DETAIL IS FOR REFERENCE ONLY. SIGNAGE SUPPLIED AND INSTALLED BY OTHERS UNDER SEPARATE PERMIT

2' - 7"

SIDE E

SIDE F 5 1/4"

ACRYLIC GRAPHIC PANELS

3' - 10"

SIGN WITH BASE AND PLATE COVER (BY STARBUCKS)

EXPOSED FOOTING

FINISH GRADE

CONCRETE FOOTING

1 1/2"

FRONT ELEVATION

11 DT DIRECTIONAL ILLUM SIGN Scale: 1/2" = 1'-0"

SIDE ELEVATION

8 FREE STANDING PRE MENU BOARD Scale: 1/2" = 1'-0"

2' - 1 1/4"

THIS DETAIL IS FOR REFERENCE ONLY. SIGNAGE SUPPLIED AND INSTALLED BY OTHERS UNDER SEPARATE PERMIT

SIDE K

SIDE L

SIGN WITH BASE AND PLATE COVER (BY STARBUCKS) EXPOSED FOOTING

FINISH GRADE

CONCRETE FOOTING

3' - 10"

1 1/2"

12 DT DIRECTIONAL SIGN - EXIT Scale: 1/2" = 1'-0"

STORE #:

22121

CPN/PROJECT #: 57348-001

CMA PROJECT #: 13108.013

CONCEPT:

DESIGN MANAGER:

CONSTRUCTION MANAGER:

IVAN PEREZ ROSELLO

KATHY TRAVIS

SHEET TITLE:

SITE DETAILS

A-103 SHEET NUMBER:

ISSUE DATE:

07/03/14

C:\Users\hharris\Documents\13108.013_GARLAND & GATSON_A_2013_CENTRAL_hharris.rvt

LEFT ELEVATION

1 1/2"

FRONT ELEVATION

DIGITAL ORDER SCREEN WITH CANOPY (BY STARBUCKS)

EXPOSED CONCRETE FOOTING CURB

CONCRETE CURB

FINISHED DRIVE GRADE

CONCRETE FOOTING

RIGHT ELEVATION

THIS DETAIL IS FOR REFERENCE ONLY. SIGNAGE SUPPLIED AND INSTALLED BY OTHERS UNDER SEPARATE PERMIT

DIGITAL ORDER SCREEN WITH CANOPY (BY STARBUCKS)

EXPOSED CONCRETE FOOTING

FINISH GRADE

1 DTE - DIGITAL ORDER SCREEN WITH CANOPY Scale: 1/2" = 1'-0"

PLAN

THIS DETAIL IS FOR REFERENCE ONLY. SIGNAGE SUPPLIED AND INSTALLED BY OTHERS UNDER SEPARATE PERMIT

1' - 6"

1' - 6"

1' - 4"

1' - 4"

1' - 4"

1' - 4"

OPTIONAL SEAM

DTE - WAYFINDING 2 GRAPHIC ARROW - DOUBLE

Scale: 1/2" = 1'-0"

42? 42?

42?

THIS DETAIL IS FOR REFERENCE ONLY. SIGNAGE SUPPLIED AND INSTALLED BY OTHERS UNDER SEPARATE PERMIT

2' - 3"

2' - 3"

2' - 0"

2' - 0"

3"

1' - 0"

5' - 0"

DTE - WAYFINDING 3 GRAPHIC ARROW - EXIT

Scale: 1/2" = 1'-0"

THIS DETAIL IS FOR REFERENCE ONLY. SIGNAGE SUPPLIED AND INSTALLED BY OTHERS UNDER SEPARATE PERMIT

1' - 6"

1' - 6"

THIS DETAIL IS FOR REFERENCE ONLY. SIGNAGE SUPPLIED AND INSTALLED BY OTHERS UNDER SEPARATE PERMIT

8' - 6"

3"

3' - 0"

3"

1' - 6"

3' - 6"

1' - 4"

1' - 4"

OPTIONAL SEAM

DTE - WAYFINDING 4 GRAPHIC ARROW - SINGLE

Scale: 1/2" = 1'-0"

DTE - WAYFINDING GRAPHIC - STAR 5 PATTERN - HORIZONTAL

Scale: 1/2" = 1'-0"

3"

3' - 6"

3"

4' - 0"

Starbucks Coffee Company

2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134

(206) 318-1575

THESE PLANS AND SPECIFICATIONS, AS WELL AS STARBUCKS' NAME, LOGO, TRADEMARKS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF STARBUCKS CORPORATION. ANY REPRODUCTION, MODIFICATION, DISCLOSURE, AND/OR USE OF THESE MATERIALS

(OR ANY PORTION OF THEM) WITHOUT STARBUCKS' PRIOR WRITTEN CONSENT IS STRICTLY PROHIBITED.

Architect of Record

I HEREBY CERTIFY THAT THE PORTIONS OF THIS TECHNICAL SUBMISSION BEARING MY SEAL AND SIGNATURE WERE PREPARED BY ME OR UNDER MY SUPERVISION AND RESPONSIBLE CHARGE. I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF TEXAS

BRUCE M. CARLSON

ERCEE MD.

A RC

CARL

H

REBRGUIST AS

ITECT

SON

S

T

AT

E

1

305

OF

7

T

E

X

PERMIT SET

SIGNATURE DATE ISSUED REG. NO.

BRUCE M. CARLSON 07/03/14 13057

ISSUE SCHEDULE

07/03/14

PERMIT SET

07/03/14

BID SET

REVISION SCHEDULE

REV DATE BY

DESCRIPTION

PROJECT NAME:

GARLAND & GASTON

PROJECT ADDRESS:

7325 GASTON AVE. SUITE 100 DALLAS, TX 75214

COUNTY:

DALLAS

STORE #:

22121

CPN/PROJECT #: 57348-001

CMA PROJECT #: 13108.013

CONCEPT:

DESIGN MANAGER:

CONSTRUCTION MANAGER:

IVAN PEREZ ROSELLO

KATHY TRAVIS

SHEET TITLE:

SITE DETAILS

A-104 SHEET NUMBER:

ISSUE DATE:

07/03/14

C:\Users\hharris\Documents\13108.013_GARLAND & GATSON_A_2013_CENTRAL_hharris.rvt

A B B.2

C D

1

2 3.2

4

DRIVE-THRU

4' - 4 1/2" 7' - 5"

9' - 5" 11' - 2"

3' - 6 1/2"

DIMENSION FROM INSIDE CORNER OF EXISTING WALLS

3 1/2"

5

2

2

2 8

2' - 5 1/2"

BACKBAR

7' - 4"

SEATING

12

8 3' - 3 1/2"

3 3

8

8

11' - 5" 11' - 10 1/4"

14' - 0"

18' - 1 1/4"

SEATING

5

45' - 6 1/4" V.I.F.

6

14' - 10 3/4" 11' - 11" 11' - 3" 10' - 7 1/2" 9' - 4"

3 1/4" 1' - 9"

DIMENSION FROM INSIDE CORNER OF EXISTING WALLS

4' - 2 1/4" 4' - 7"

6' - 3 1/4"

13' - 11"

20' - 1 3/4"

SALES

8

14' - 0"

12

2

24

2

WOMEN'S

2

RESTROOM

9' - 8 1/4" 11' - 5 1/2" 16' - 7 3/4"

2 8 12

WORKROOM

4"

10 6' - 1 1/4"

4' - 9 3/4"

MEN'S RESTROOM

2 24

7 TYP.

VESTIBULE

24 2' - 3"

2 6

1' - 0" 2

9

7' - 0"

3 1 PENETRATION PLAN

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

23' - 0" 24' - 3" 26' - 0" 26' - 0 1/4" 27' - 3 1/2"

GENERAL NOTES:

A GC TO VERIFY ALL DIMENSIONS AND NOTIFY STARBUCKS CM OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. ALL DIMENSIONS TO BE TAKEN FROM DESIGNATED DATUM POINT.

B GC TO VERIFY CONDITION AND CONSTRUCTION OF FOUNDATION PRIOR TO SAW-CUTTING/CORING. NOTIFY STARBUCKS CM AND ARCHITECT IMMEDIATELY WITH ANY DISCREPANCIES.

C ALL DIMENSIONS SHOWN ARE FROM FINISH FACE TO FINISH FACE, UON.

D DO NOT SCALE DRAWINGS.

E GREASE TRAP TO BE SET PER JURISDICTIONAL REQUIREMENTS. REFER TO PLUMBING SHEETS FOR MORE INFORMATION.

F ALL STUB-UP DIMENSIONS ARE RELATIVE TO FINISHED WALL LOCATIONS (SHOWN AS OUTLINES ON THIS PLAN). REFER TO CONSTRUCTION PLAN FOR WALL PLACEMENT.

G GC TO VERIFY LOCATIONS AND SIZE OF EXISTING GRADE BEAMS PRIOR TO TRENCHING AND / OR PENETRATING SLAB. NOTIFY ARCHITECT OF ANY CONFLICTS.

H GC TO COORDINATE WITH SPECIFIC TRADES AND SITE CONDITIONS TO DETERMINE LAYOUT OF TRENCHING.

Starbucks Coffee Company

2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134

(206) 318-1575

THESE PLANS AND SPECIFICATIONS, AS WELL AS STARBUCKS' NAME, LOGO, TRADEMARKS, AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF STARBUCKS CORPORATION. ANY REPRODUCTION, MODIFICATION, DISCLOSURE, AND/OR USE OF THESE MATERIALS

(OR ANY PORTION OF THEM) WITHOUT STARBUCKS' PRIOR WRITTEN CONSENT IS STRICTLY PROHIBITED.

Architect of Record

J REFER TO PLUMBING SHEETS FOR SPECIFICATIONS OF PLUMBING FIXTURES AND SCHEDULES.

I HEREBY CERTIFY THAT THE PORTIONS OF THIS TECHNICAL SUBMISSION BEARING MY SEAL AND SIGNATURE WERE PREPARED BY ME OR UNDER MY SUPERVISION AND RESPONSIBLE CHARGE. I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF TEXAS

BRUCE M. CARLSON

ERCEE MD.

A RC

CARL

H

REBRGUIST AS

ITECT

SON

KEYED NOTES:

1 FLOOR SINK. REFER TO PLUMBING SHEETS.

2 WASTE LINE PENETRATIONS. REFER TO PLUMBING SHEETS.

3 STUB-UP PENETRATIONS. REFER TO ELECTRICAL SHEETS.

4 FLOOR DRAIN. REFER TO PLUMBING SHEETS.

5

HOSE BIB PROVIDED BY LANDLORD AT 18" AFF. REFER TO PLUMBING SHEETS.

6 MOP SINK. REFER TO PLUMBING SHEETS.

7 LEAVE-OUT TO ALLOW FOR A MINIMUM OF 6" CLEARANCE ON ALL SIDES OF PENETRATION. GC TO ADJUST AS NEEDED.

8 EXISTING LEAVE-OUTS BY LANDLORD.

9 EXISTING GREASE TRAP BY LANDLORD. 10 STUB-UP TERMINATION POINT. REFER TO

ELECTRICAL SHEETS.

S

T

AT

E

1

305

OF

7

T

E

X

PERMIT SET

SIGNATURE DATE ISSUED REG. NO.

BRUCE M. CARLSON 07/03/14 13057

ISSUE SCHEDULE

07/03/14

PERMIT SET

07/03/14

BID SET

REVISION SCHEDULE

REV DATE BY

DESCRIPTION

PROJECT NAME:

GARLAND & GASTON

PROJECT ADDRESS:

7325 GASTON AVE. SUITE 100 DALLAS, TX 75214

COUNTY:

DALLAS

N

PLAN

LEGEND:

NEW WALLS EXISTING WALLS GRADE BEAMS/ PIERS

STORE #:

22121

CPN/PROJECT #: 57348-001

CMA PROJECT #: 13108.013

CONCEPT:

DESIGN MANAGER:

CONSTRUCTION MANAGER:

IVAN PEREZ ROSELLO

KATHY TRAVIS

SHEET TITLE:

PENETRATION PLAN

A-112 SHEET NUMBER:

ISSUE DATE:

07/03/14

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