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1600 - Food Program
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PR0547120
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Last modified
10/12/2021 4:35:14 PM
Creation date
10/1/2021 1:39:14 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
1600 - Food Program
File Section
WORK PLANS
RECORD_ID
PR0547120
PE
1624
FACILITY_ID
FA0026728
FACILITY_NAME
STARBUCKS COFFEE #5470
STREET_NUMBER
1810
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95204
CURRENT_STATUS
01
SITE_LOCATION
1810 PACIFIC AVE
P_LOCATION
01
QC Status
Approved
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EHD - Public
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T-3- <br /> ALUM PLATE 2'-4' 12" <br /> 3'-a 318" 12"x 3"x 112" <br /> 50. _ <br /> FULLY WELDED CONSOLIDATED <br /> O 1'-1" -I INSIDE C-CHANNEL CONC.f�2500 psi 2'-1 518" — I 2112" TYP. 2112" <br /> �v c s x�a.s 3/4"DIA.,24"MIN. STEEL CHANN L <br /> EMBED. ST'L HEADED <br /> STEEL CHANNEL 4' BOLTS,TYP, (2)TOTAL <br /> �0 1'-4" 1'-2" (4)TOTAL <br /> 4- T-4" T-2" 4" <br /> J ® BASE TYP. <br /> TYP. 4 3 1 <br /> �� f y 3116 To <br /> E7oxx -- -- — - 3/9 707(X EM DIA.,24"MIN. <br /> P Vila --�ALIJM. n ' BOLTS,TYP. HEADED O <br /> -1 <br /> �O r- <br /> CONSOLIDATED 112"DIA.,24"MIN.EMBED. � � � '�, ST'L RECT.HSS ©2011 STARBUCKS COFFEE <br /> lof <br /> CONC,fc=2sa0 psi ST'L HEADED BOLTS 112" DIA., 24" MIN. EMBEC — HSS 4 x 3 x 3116 <br /> TYP, CONSOLIDATED HEADED BOLTS _ I STARBUCKS COFFEE <br /> 001 <br /> s- <br /> 11 CONC, fc=2500 psi �4 TYP. E7a3« <br /> BASE PLATE COMPANY <br /> 1' � ` '�.• -- •. BASE PLATE <br /> N.T.4L r 2401 UTAH AVENUE SOUTH <br /> �� �'o• ABASE PLATE ` x-1 /4" N.T.S. SEATTLE, WASHINGTON 98134 <br /> 2'-11 5f8• Ri 2'-11 3/4' <br /> CONSOLIDATED (206) 318-1575 <br /> 2'-7" I � CONC.Pc=2500 psi <br /> THESE DRAWINGS AND SPECIFICATIONS ARE <br /> CONFIDENTIAL AND SHALL REMAIN THE SOLE <br /> BASE PLATE PROPERTY OF STARBUCKS CORPORATION,WHICH IS <br /> SIGN �, t=112" N.T.S. THE OWNER OF THE COPYRIGHT IN THIS WORK. <br /> CABINET DRIVE THEY SHALL NOT BE REPRODUCED(IN WHOLE OR IN <br /> 1-3• C, z'-6" PART), SHARED WITH THIRD PARTIES OR USED IN AN <br /> UO 4'-4 318" <br /> THRU Ii 114' E7Uxx Hss4x3x3ss MATHIS PROJNNER ON OECT WITHOUT THE PRIOR WRITTEN THER PROJECTS OR EXTENSIONS TO <br /> OI '-0 v 4• SIGN 4 CONSENT OF STARBUCKS CORPORATION. THESE <br /> SIGN WITH BASE CABINET C 6 x 10.5 T _---112"DIA.,ST'L _T_ DRAWINGS AND SPECIFICATIONS ARE INTENDED TO <br /> Q- AND PLATE COVER T-5 114" 1'-0" THRU-BOLT 1'o" EXPRESS DESIGN INTENT FOR A PROTOTYPICAL <br /> (BY STARBUCKS) 3'-10" THIS DETAIL IS FOR REFERENC STEEL CHANNEL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE <br /> � - ONLY. SIGNAGE SUPPLIED AND (2)TOTAL E70xx�� , STL 13-1/2 E x25 2 x 1I4• �" AT ANYTIME)AND DO NOT REFLECT ACTUAL SITE <br /> C B x 1q,5 INSTALLED BY OTHERS UNDER 3nfi 1129 SLEEVE CONDITIONS. NEITHER PARTY SHALL HAVE ANY <br /> V OBLIGATION NOR LIABILITY TO THE OTHER(EXCEPT <br /> U 1-4 718- STEEL CHANNEL A I 3'-1 vz" 4'-0" - STATED ABOVE)UNTIL A WRITTEN AGREEMENT IS <br /> � 1 TYP. <br /> FULLY EXECUTED BY BOTH PARTIES. <br /> I L I Ul ARCHITECT OF RECORD <br /> In (3)#3 TIES TOP 5" <br /> m #3 TIES 6"O.C. 10'-3" 4" fn m <br /> 2-1 <br /> TDP 12" TOPo ;> 110#3 TIES Q 12"D.C. CONSOLIDATED <br /> �I 4'-0 REMAINDER - CONC,f�=2500 psi \ � (3)�TIES TOP 5" 3 TIE 5" 9'-3" c <br /> #3 TIES @ 6"O.C. CONSOLIDATED " <br /> #3 TIES @ 6 O.C. c <br /> co (10)#8 VERTS. 2'-11" REMAINDER CONC,fc =2500 psi C/' <br /> TOP 18" �ST'L RECT.HSS <br /> EQUALLY SPACED #3 TIES @ 12"O.C. (10)#5 VERTS. Hss 4 x 3 x x116" <br /> p - FINISH GRADE 3'CLEARANCE 2'-9■ REMAINDER EQUALLY SPACED m c g a r c h i t e c u r e <br /> N E 1 1'-d" (5)#5 VERTS. 3"CLEARANCE <br /> pp � — WIDTH EQUALLY SPACED 1 �`' 1' " 15635 Alton Parkway,Suite 100, Irvine,CA 92618 <br /> N — L P:949.553.1117 F:949.474.7056 <br /> N 3"CLEARANCE I VIADTH 314"DIA.,24"MIN, <br /> I THIS DETAIL IS FOR REFERENCE 3'-3" LENGTH CONSOLIDATED 2'-d" LENGTH EMBED.ST'L HEADED <br /> Q BOLTS,TYP. ARCHITECT STAMP <br /> 1 ONLY. SIGNAGE SUPPLIED AND CONC.fc=25170 psi <br /> U 1 THIS DETAIL IS FOR REFERENCE rrP, <br /> ti CONCRETE INSTALLED BY OTHERS UNDER 1$, ONLY. SIGNAGE SUPPLIED AND , ��S�,E W1N�'yid <br /> C:) FOOTING SEPARATE PERMIT. — — INSTALLED BY OTHERS UNDER `^ `� �` r`�%���`` �'` �`��`�� V P <br /> ELEVATION °'A ELEVATIONC14 <br /> N.T.s. � SEPARATE PERMIT. - (3 J#3 rlEs TOP 6" <br /> ELEVATION N'T'S' #3 TIES @ 6"O.C. <br /> - 1839 <br /> TOP 18" <br /> 0 MENU 5-PANEL FREESTANDING FREESTANDING 5-PANEL MENU FTG. SIGI�-FOOTING FREESTANDING PRE-MENU FOOTING #3 TIES @ 12"O.C, <br /> 9/ 1 <br /> (,i) DIRECTIONAL <br /> REMAINDERScale:N(W TO'-WALE a'-4" (5)#5 VERTS. F IF�� scale: 1/2" = 1'-0" Scale: 1/2" = 1'-0" �� scale: 141,CaT Tm-B'CALE EQUALLY SPACED CAL <br /> NOT TO SCALE <br /> U) 3"CLEARANCE <br /> m THIS DETAIL IS FOR REFERENCE CONSOLIDATED <br /> U) THIS DETAIL IS FOR REFERENCE THIS DETAIL IS FOR REFERENCE ONLY. SIGNAGE SUPPLIED AND CONC.fc=2500 psi <br /> ONLY. SIGNAGE SUPPLIED AND ONLY. SIGNAGE SUPPLIED AND INSTALLED BY OTHERS UNDER <br /> c� INSTALLED BY OTHERS UNDER INSTALLED BY OTHERS UNDER SEPARATE PERMIT. THIS DETAIL IS FOR REFERENCE <br /> p SEPARATE PERMIT. 5" 130mm) 1a• I (INLY. <br /> HIS DETAIL IS FOR REFERENCE <br /> U 2 7„ SEPARATE PERMIT. ONLY. SIGNAGE SUPPLIED AND DIA.�1 SIGNAGE SUPPLIED AND <br /> BACKSIDE ELEVATION CUSTOMER INSTALLED BY OTHERS UNDER <br /> ELEVATION SEPARATE PERMIT. ELEVATI NSTALLED BY OTHERS UNDER <br /> U (790mm) 2'- 1 1/4" N T EPARATE PERMIT. <br /> Q (6401 <br /> CLEARANCE BAR FOOTING J <br /> CO Mmu z � �� �J/ Scale: 1 „ _ ,_ „ C) <br /> Z (0 (ONLY YOU <br /> N�TT� 9CALE � � <br /> 00 E SIGN WITH BASE AND <br /> Q - o E SIGN WITH BASE Q w m <br /> U PLATE COVER(BY <br /> AND PLATE COVER _ E <br /> o N Cl) o (BY STARBUCKS) E STARBUCKS) Q Q <br /> o SIGN WITH BASE V <br /> co � AND PLATE COVER UL) FINISH V <br /> 06 <br /> O GRADE FINISH GRADE (BY STARBUCKS) FINISH I <br /> . . W LL <br /> �I / GRADE D V-(V CLEARANCE NCE Q � U o O <br /> (D I LFINISH GRADE a p V <br /> Z <br /> � EI I 1.4 CONCRETE N EU U U <br /> E I CONCRETE <br /> 06 o I I FOOTING CD I I FOOTING - CONCRETE W W O <br /> L) I I I �' E I CONCRETE FOOTING <br /> I I i FOOTING Q Q Q 0 <br /> T Cn <br /> NON-ILLUMINATED PIPE BOLLARD DIRECTIONAL SIGN WITH LOGO - ENTRY ,// DIRECTIONAL SIGN DTE - PRE-MENU FREESTANDING <br /> � � STORE #: 5470 <br /> r` <br /> scale: 3/4" = 1'-0" scale: 1/2" = V-0" scale: 1/2" = V-0" scale: 1/2" = 1'-0" <br /> PROJECT #: 03030-052 <br /> mI (305mm) CASEWORK CONCEPT: CORE <br /> co THIS DETAIL IS FOR REFERENCE X ISSUE DATE: CHECKSET 2-10-20 <br /> THIS DETAIL IS FOR REFERENCE ONLY. SIGNAGE SUPPLIED AND <br /> ONLY. SIGNAGE SUPPLIED AND INSTALLED BY OTHERS UNDER <br /> THIS DETAIL IS FOR REFERENCE PROGRAM MANAGER: M.DREBIKA <br /> 00 INSTALLED BY OTHERS UNDER SEPARATE PERMIT. ONLY. SIGNAGE SUPPLIED AND MENU PANEL PIVOT <br /> X SEPARATE PERMIT. INSTALLED BY OTHERS UNDER <br /> MINIMUM CLEAR DISTANCE STORE DESIGNER: M.DREBIKA <br /> 2'- 3" (6851 2'-3" (6851 INSTALLED <br /> PERMIT. LEED�AP: N/A <br /> 1'-6" 1'-6" 300 (1) CONDUIT ROUTE BACK <br /> CHECKED BY: A.FELDMAN <br /> m i <br /> TO ELECTRICAL PANEL <br /> co (460nni __ MCG PROJECT#: 18531 <br /> — N E 1'-6" 1'-6" / SIGN WITH BASE AND <br /> MCG PROJ. MANAGER: C.LEE <br /> 4 tJo - E PLATE COVER(BY MCG PROJ.SPECIALIST: SPARK <br /> OUTLINE OF MENU <br /> E (4601 U STARBUCKS) <br /> CD — zz BOARD ABOVE <br /> b < Revision Schedule <br /> N E w �� FINISH GRADE <br /> O I - E r, Rev Date By Description <br /> o I � = U CONCRETE FOOTING <br /> N I I <br /> CO z_ o LO <br /> co <br /> CONCRETE FOOTING SEE <br /> o ADDITIONAL DETAILS FOR I <br /> - E iv OPTIONAL CONSTRUCTION <br /> E SEAM THIS DETAIL IS FOR REFERENCE <br /> _ ONLY. SIGNAGE SUPPLIED AND SHEET TITLE: <br /> W I - Cl, b E EDGE OF CONCRETE CURB INSTALLED BY OTHERS UNDER DRIVE THRU & SITE <br /> o SEPARATE PERMIT. <br /> &; OPTIONAL l Cl) Q 20'-0" (61M)TO CENTERLINE OF DETAILS <br /> SEAM 5'-0" (15251 O ORDER CONFIRMATION POST SCALE:AS SHOWN <br /> O <br /> N <br /> CD WAYFINDING GRAPHIC DOUBLE ARROWWAYFINDING GRAPHIC ARROW - EXIT WAYFINDING GRAPHIC ARROW - ENTRY SHEET NUMBER: <br /> � � � � � PRE-MENU 30 DE DTE - CLEARANCE BAR <br /> N � <br /> Nscale: 1/2" = 1'-0" � scale: 1/2" = 1'-0" � scale: 1/2" = 1'-0" scale: 1/2" = 1'-0" scale: 1/2" = 1'-01, A502 <br /> M <br />
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