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EQ. Ole HOLE FOR .► N POWER CONDUIT N Lp r- � 1'-5" L J 2" 11- 11, 2., LO r 2 1/2"SQUARE FRONT ELEVATION SIDE ELEVATION � _ X 1/4" PLATE 2 1/2" N - WASHER SQUARE FRONT ELEVATION SIDE ELEVATION L M C") (TYP.) 2'-7" 5 1/4" 0.75"THICK `"Ili PLATE - LJ - 2'- 11 3/4" 9 1/2" STEEL BASE 10" THRU HOLES J qL STEEL MOUNTING WASHERS ©2020 STARBUCKS COFFEE COMPANY PLATE I [E : ;� (TYP.) r - EQ. 1'- 1 1/4" EQ. FOR MOUNTING - � - o BASE WELDED TO • FRONT EDGE OF co DD -IJ`"l THRU L J STEEL CHANNELS STA R B V C KS° �Mnn n HOLES FOR NON-STRUCTURAL 2401 UTAH AVENUE SOUTH DRIVE LANE SIDE -' � - MOUNTING O O co° BASE COVER o SEATTLE, WASHINGTON 98134 FRONT ELEVATION SIDE ELEVATION HOT DIPPED (206) 318-1575 0.75"THICK STEEL GALVANIZED 9'-0" 11 3/4" o BASE PLATE 4"X 2"X 0.25" LEVELING NUTS THESE DRAWINGS AND THE PROJECT MANUAL 4 REQUIRED • ARE CONFIDENTIAL AND SHALL REMAIN THE � A500 STEEL ( ) FRONT EDGE OF DRIVE HSS POST STEEL MOUNTING ``' m z SOLE PROPERTY OF STARBUCKS • LANE SIDE WELDED TO NATURAL GRADE OR BASE PLATE in I CORPORATION, WHICH IS THE OWNER OF THE WELDED TO `" O HOLE FOR POWER BASE PLATE r ENGINEERED FILL COPYRIGHT IN THIS WORK. THEY SHALL NOT STEEL CHANNELS = U CONDUIT BE REPRODUCED (IN WHOLE OR IN PART), z SHARED WITH THIRD PARTIES OR USED IN ANY NATURAL z - - ,- 6" MIN. HOT DIPPED . - O _ III- MANNER ON OTHER PROJECTS OR o "' GRADE OR Q � O N Q GALVANIZED LEVELING N a - a - � - EXTENSIONS TO THIS PROJECT WITHOUT THE NUTS (4) REQUIRED ENGINEERED M LU - CONDUIT FILL _' o PRIOR WRITTEN CONSENT OF STARBUCKS NON-STRUCTURAL "' (4) 1/2" DIA. X 9 LONG CORPORATION. THESE DRAWINGS AND • c� _ ° GALVANIZED ANCHOR SPECIFICATIONS ARE INTENDED TO EXPRESS BASE COVER = `a III CONDUIT - DTE PRE—MENU BASE PLATE ILL 3" MIN. BOLTS; 3 1/4" PROJECTION :�Scale: a DESIGN INTENT FOR A PROTOTYPICAL ILL NATURAL GRADE OR H - o _ _� 1 1/2" - 1'-O" J ABOVE FOOTING STARBUCKS STORE (WHICH IS SUBJECT TO ENGINEERED FILL w w U \ 3 #3 TIES WITHIN FIRST 5" CHANGE AT ANYTIME)AND DO NOT REFLECT (4) 1/2" DIA. GALVANIZED HEADED = r = ANCHOR BOLTS, NUTS AND WASHERS. C� \ THEN#3 TIES AT 12" O.C. ACTUAL SITE CONDITIONS. NEITHER PARTY 8" MIN. _ = I- 21-01, A SHALL HAVE ANY OBLIGATION NOR LIABILITY TO I �' ° (6)#5 VERTICAL BAR THE OTHER (EXCEPT STATED ABOVE) UNTIL A O O z a. ALTERNATE ANCHORS: (4) 1/2" STAINLESS STEEL z 2'-0" 2'-0" _ - -- LLt- III W - OR GALVANIZED HILTI KWIK BOLT 3 EXPANSION 2 SPACED EVENLY WRITTEN AGREEMENT IS FULLY EXECUTED BY O i- _ ° �o- ��-� CONDUIT _� � _j AROUND PERIMETER BOTH PARTIES. o a - ° Q Q N a ANCHORS. 2 3/4 MINIMUM EMBEDMENT. M DIA. DIA. UJ (4) 1/2" DIA. a w v X 14" LONG GALVANIZED $a Of � AUGERED FOUNDATION: 18" DIA. X 42" DEEP G C RESPONSIBLE FOR FOUNDATIONS AND FOOTINGS ON ALL MENU BOARD STARBUCKS TEMPLATE VERSION: 12020-01-31.1 00 ANCHOR BOLTS; 4" _ Of ° CONCRETE REQUIRED: 0.15 CU. YD. 3" MIN. PROJECTION ABOVE O 4 4" 4 AND DRIVE THRU ELEMENTS. SIGNAGE VENDOR TO SUPPLY TEMPLATES AND d Of Of w v- U (4)#4 VERTICAL BARS SPACED EVENLY 9/16" DIA. HOLE INSTALL MENU BOARDS ONLY. T OF RECORD Qaa, FOOTING ARCHITECT w U C", a AROUND PERIMETER, 3"COVER _ - z ` (3)#3 TIES WITHIN `" _ OO7 FIRST 5"THEN #3 (3)#3 TIES WITHIN FIRST 5", THEN #3 TIES AT 8" O.C. N - SITE-SPECIFIC FOOTING ENGINEERING REQUIRED BY LICENSED ENGINEER w o - • "' ` TIES AT 12" O.C. -3" CLR. _ _ � � " " NN (8)#6 VERTICAL BAR DO NOT WELD REINFORCING BARS 7/8" DIA. HOLE 1 DTE PRE-MENU GROUND FOOTING 2'-6" SPACED EVENLY 2'-6 l'-6" DIA. 3 AROUND PERIMETER X I 1 9/16" DIA. HOLE � scale: 3/8" = 1'-0" Of DIA. DIA. 1 mcg a r c h i t e c u r e 1/2"ALUM. 15635 Alton Parkway, Suite 100, Irvine,CA 92618 G.C. RESPONSIBLE FOR FOUNDATIONS AND FOOTINGS ON ALL MENU BOARD 3" 6" 3" PLATE G.C. RESPONSIBLE FOR FOUNDATIONS AND FOOTINGS ON ALL MENU BOARD AND DRIVE THRU AND DRIVE THRU ELEMENTS. SIGNAGE VENDOR TO SUPPLY TEMPLATES AND P: 949.553.1117 F: 949.474.7056 ELEMENTS. SIGNAGE VENDOR TO SUPPLY TEMPLATES AND INSTALL MENU BOARDS ONLY. INSTALL MENU BOARDS ONLY. 5" 3"X 4"X 0.313" 8"X 8"X 0.75" STEEL TUBE ARCHITECT STAMP SITE-SPECIFIC FOOTING ENGINEERING REQUIRED BY LICENSED ENGINEER SITE-SPECIFIC FOOTING ENGINEERING REQUIRED BY LICENSED ENGINEER STEEL BASE DTE ARROW AND LOGO — PLATE STEEL X 0.5" GQ,�P'PE WINS C - DT 5—PANEL MENU BOARD GROUND FOOTING �sc E ARROW AND LOGO SIGNAGE GROUND FOOTING ` SIGNAGE BASE PLATE 00 + GUSSET 1 �' Scale: 3/8" = 1'-0" 3/4" = 1'-0" Scale: 1 1/2" = 1'-0" 1 LO ANCHOR - 1839 �, BOLT g� SIGN WITH BASE �, HIGH Q AND PLATE COVER THIS DETAIL IS FOR REFERENCE THIS DETAIL IS FOR REFERENCE 8" NOW STRENGTH F CALIFOQ'�~ (BY STARBUCKS) ONLY. SIGNAGE SUPPLIED AND ONLY. SIGNAGE SUPPLIED AND SHRINKING INSTALLED BY OTHERS UNDER INSTALLED BY OTHERS UNDER GROUT SEPARATE PERMIT. SEPARATE PERMIT. PLAN VIEW ELEVATION VIEW 2 7 / BACKSIDE ELEVATION CUSTOMER (790mm) ELEVATION 2'- 1 1/4" 9'-0" DRI]YI (640mm) OMY/� YOU m � L Yo E ` SIGN WITH BASE 1'-0" 3'-6" uu ' U) ti AND PLATE COVER w Q co v (BY STARBUCKS) o E > o SIGN WITH BASE W N - FINISH GRADE �, AND PLATE COVER �` - � of FINISH GRADE �- (BY STARBUCKS) 0 D 000�oo CLEARANCE Q = w N U % O� �( Q a,l O 5'-6" 06 < N FINISH GRADE � � 06 I 1 N E I � � W z O I I CONCRETE Q 3"X 4"X 0.313" � I � CONCRETE � of � I I FOOTING I I FOOTING I I STEEL TUBE (n Q I I E 1 1 CONCRETE 1 U) 5 W U CD FOOTING i 120 t Q z ` pLL W I O CLEARANCE BAR HEIGHT < z Q Q 18 MENU 5—PANEL FREESTANDING DIRECTIONAL SIGN WITH LOGO — ENTR ;— DIRECTIONAL SIGN MAY REQUIRE ADJUSTMENT z � 14 m TO ACCOMODATE CURB Q U = U O Q X scale: 1/2" = V-0" " - '- " Scale: 1/2" = 1'-0" \ �- 2 W W scale: 1/2 - 1 0 _ AND/OR FOUNDATION W � � � � `? HEIGHT. MANUFACTURER m O O 00 O m NOW o TO PROVIDE (2)30" CABLE O �I STRUCTURATHIS DETAIL IS FOR REFERENCE THIS DETAIL IS FOR REFERENCE 1'-9" rn THIS DETAIL IS FOR REFERENCE BASE COVER LENGTHS FOR SUCH W ONLY. SIGNAGE SUPPLIED AND ONLY. SIGNAGE SUPPLIED AND ADJUSTMENTS STORE #: 65246 0 ONLY. SIGNAGE SUPPLIED AND INSTALLED BY OTHERS UNDER THIS DETAIL IS FOR REFERENCE INSTALLED BY OTHERS UNDER BASE PLATE MIN. C° bo 0o INSTALLED BY OTHERS UNDER SEPARATE PERMIT. ONLY. SIGNAGE SUPPLIED AND SEPARATE PERMIT. %I SEPARATE PERMIT. INSTALLED BY OTHERS UNDER 5 130mm) NATURAL PROJECT #: 88584-001 2'-3"(685mm) 2'-3"(685mm) FINISH OR l'-6" 1'-16' SEPARATE PERMIT. ENGINEERED N ISSUE DATE: 50% CD 1-29-21 (460mm) FILL CURB AND GRADE MAY ROAD BED DESIGN MANAGER: J. RAMOS - N E l'-6" l'-6" III VARY PER LOCATION PRODUCTION DESIGNER: E _III - CHECKED BY: SKIM E E (460mm) O z —I Y o `° Ln Mw �� "-o- ° II „ III III III „III.. III II III „III., III II III II., III -ii =ii - _ � � o - � � o in Revision Schedule (4) 1/2” DIA. GALVANIZED ANCHOR BOLTS CD L` a" Rev Date B Description 'v N o O (3)#3 TIES WITHIN FIRST 5"THEN #3 TIES AT 9" O.C. Y P lz�' N LID Q J_ 3" CLR. (4)#4 VERTICAL BARS SPACED EVENLY AROUND PERIMETER U 1 FINISH W p 1'-6" POST-INSTALLED ANCHORS NOT PERMITTED o GRADE O 1 DIA. 3" CLR. DUE TO CLOSE SPACING OF ANCHOR BOLTS E N OPTIONAL SEAM I I Q C _LID E I I I I SHEET TITLE: N E I I CONCRETE G.C. RESPONSIBLE FOR FOUNDATIONS AND FOOTINGS ON ALL MENU BOARD N M LO o I I FOOTING AND DRIVE THRU ELEMENTS. SIGNAGE VENDOR TO SUPPLY TEMPLATES AND DRIVE THRU & SITE o I I INSTALL MENU BOARDS ONLY. DETAILS OPTIONAL SEAM 5'-0" 1525mm I I ( ) SITE-SPECIFIC FOOTING ENGINEERING REQUIRED BY LICENSED ENGINEER SCALE:AS SHOWN NON—ILLUMINATED WAYFINDING GRAPHIC DOUBLE ARROW WAYFINDING GRAPHIC ARROW — EXIT GRAPHIC ARROW — ENTRY SHEET NUMBER: N 17� ( 9-I) WAYFINDINGPIPE BOLLARD \— DTE CLEARANCE BAR GROUND FOOTING N 1scale 1/2" = 1'-0" A502 N scale: 1/2" = 1'-0" _ % Scale: 1/2" = 1'-0' CV scale: 3/4" = V-0" scale: 1/2" = 1'-0"