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HomeMy WebLinkAbout12060001.01GENERAL SITE PLAN NOTES 1. EXISTING PARKING, DRIVE -THRU, LANDSCAPING, ETC. SHALL REMAIN, U.O.N. 2. CONTRACTOR SHALL VERIFY SITE CONDITIONS PRIOR TO START AND CONTACT ARCHITECT WITH ANY QUESTIONS OR DISCREPANCIES BETWEEN DRAWINGS AND SITE CONDITIONS. 3. ADJUST IRRIGATION SYSTEM TO ENSURE ALL NEW AND TRANSPLANTED SHRUBS / TREES ARE PROPERLY ACCOMMODATED. 4. PROVIDE FOOTINGS AND INSTALL DRIVE THRU EQUIPMENT PER MANUFACTURER'S SPECIFICATION INCLUDING VERIFYING EXISTING AND PROVIDING NEW AS REQUIRED FOR POWER, CONDUITS, LOOP DETECTION SYSTEM, ETC. - COORDINATE WITH CONSTRUCTION MANAGER. 4+ae+ao +soo 0 KEYNOTES 1 REMOVE SHRUBS FROM AREA OF NEW PATIO. SAVE FOR RELOCATION QTY. THROUGHOUT SITE AS INDICATED. REMOVE AND CAP IRRIGATION SYSTEM AS a a o a a a NEEDED - COORDINATE IN THE FIELD W/ CONSTRUCTION MANAGER AND NEW DCP -1 PLANT LAYOUT. 2 REMOVE SHRUBS FROM AREA ALONG DRIVE -THRU EAST OF LIGHT POLE. SAVE 84.49'x 122" FOR RELOCATION TO LANDSCAPE BED WEST OF LIGHT POLE AS INDICATED. 3 RELOCATE YEWS FROM PATIO AREA AS SHOWN. 4 RELOCATE BOXWOODS FROM DRIVE -THRU: FILL IN SPACE BETWEEN EXISTING OMB-1 AS SHOWN. 5 RELOCATE SPIREAS FROM PATIO AREA AS SHOWN. 6 PROVIDE EMERALD GREEN ARBORVITAE. 7 PROVIDE 6" WIDE CURB TO MATCH EXISTING - SLOPE TO MATCH RAMP WHERE PREVIEW MENU BOARD (1 PANEL) - BLACK OCCURS. 8 PROVIDE 4' CONCRETE PAD (BROOM FINISH) WITH #3 REBAR @ 16" o.c. BOTH TEXAS DIGITAL ACCUVIEW WAYS OVER MIN 4' AGGREGATE. BUTT UP AGAINST EXISTING SIDEWALK 18' x 49.5' MAXIMUM SLOPE 2% IN ALL DIRECTIONS; COORDINATE ALIGNMENT WITH - EXISTING SIDEWALK, CURB, & NEW DOOR; DRILL & EPDXY GROUT #3 DOWELS OUTDOOR SPEAKER POST - BLACK 12' o.c. AT NEW TO EXISTING CONCRETE. 9 1/4' DEEP SCORE (TYP.) 10 CONCRETE EXPANSION JOINT IN CENTER AND AT ENDS OF PATIO. 11 ENSURE LANDING (SIZED AS SHOWN) AT DOOR MEETS ADA REQUIREMENTS - 1 1 2% IN ALL DIRECTIONS: REMOVE / REPLACE AND REPAIR SIDE WALKAS NEEDED; DIRECTIONAL SIGN - 'EXIT" DRILL & EPDXY GROUT #3 DOWELS 12" o.c. AT NEW TO EXISTING CONCRETE. 12 HANDICAP PARKING SPACES AND AISLE: ENSURE MAX. 2% SLOPE IN ANY SIGN VENDOR DIRECTION. 13 PROVIDE 36" HIGH ALUMINUM PATIO RAILING: EASY RAILING / EASY 400 SERIES - - DARK BRONZE; SURFACE -MOUNT WITH EXPANSION ANCHORS, DRILL & EPDXY. Imm PRICING TIER NUMBER # T. N C NG QTY. ALIGN a a o a a a Imm PRICING TIER NUMBER # ll ml Site Plan -Work Area. V I %SCALE: 1/8" = V -0" DRIVE -THRU EQUIPMENT SCHEDULE PRICING TIER NUMBER # TAG-# QTY. MFR./MODEL ITEM DESCRIPTION SIZE DCP -1 1 MAIN STREET CANOPY VINYL CANOPY - YELLOW - WITH METAL FRAME - BLACK 84.49'x 122" HDP -1 1 MAIN STREET CLEARANCE BAR HEIGHT DETECTION POLE - BLACK- WITH EBB HEADER GRAPHIC 69.49' x 120.26" OMB-1 1 MAIN STREET #DTX 590 _ ORDER MENU BOARD (5 PANELS) - BLACK 96.29' x 74.37' PMB -1 1 MAIN STREET #DTX -118 PREVIEW MENU BOARD (1 PANEL) - BLACK 20.89" x 74.37' OCB-1 1 TEXAS DIGITAL ACCUVIEW ORDER CONFIRMATION BOARD- BLACK- WITH LCD AND SPEAKER 18' x 49.5' SPK 1 - MAIN STREET SPEAKER POST OUTDOOR SPEAKER POST - BLACK 9.91" x 40.91' DSE -1 1 SIGN VENDOR DIRECTIONAL SIGN - 'ENTER" 30' x 49' DSX 1 1 1 SIGN VENDOR DIRECTIONAL SIGN - 'EXIT" 30" x 49" PPS-1 - SIGN VENDOR DRIVE -THRU PARKING PLACARD 12'x 18" STN -1 - SIGN VENDOR DRIVE -THRU PAVEMENT STENCIL 96" x 60' STN -2 1 SIGN VENDOR DRIVE -THRU PAVEMENT STENCIL 71.25' x 72' a r 1- �-' F-"' 0 EXISTING 3 LIGHT POLE TYP. 4 TYP. 2 C)C) C-)bC)C)C)0C)C)C)C)o R a /A I \'>O �— PVM -1 ° o HDP -1 �oo I� l 111100,10 .1 0 Site Plan 02 HANDICAP ACCESSIBLE SIGN AT EACH H.C. PARKING SPACE. MOUNT SIGN W/ (3) 1/4' C BOLTS (REF: SITE PLAN FOR LOCATIONS) VAN ACCESSIBLE SIGN AT — VAN ACCESSIBLE SPACES ONLY. (REF: SITE PLAN FOR LOCATIONS) STEEL MOUNTING POST CONCRETE FOOTING RESERVED PARIQNG INN 6' -0" LONG CAST CONCRETE WHEEL STOP. r \ PROVIDE (2) No. 4 rcn REINFORCING IN J WHEEL STOP. T 1 ° PROVIDE (2) No. 5 REBAR VERTICALLY TO SECURE WHEEL STOP IN Z PLACE. A MIN. OF 18" LONG. COORDINATE Q REBAR INSTALLATION Z") WITH DRIVE CONSTRUCTION. Section: HCP Post V V j SCALE: 1/2' = V -0" DOME CONCRETE AT TOP OF BOLLARD 6' DIA. STEEL PIPE BOLLARD FILLED WITH CONCRETE AND PAINTED EXISTING CONC. CURB AND PAVING CONCRETE FOOTING (2) 1' -0' LONG No. 5 STEEL REINFORCING THROUGH PIPE BOLLARD /oo-- Section.: Bollard. V %J % SCALE: 1/20 = V -0" DRIVE AISLE. SUBGRADE. 6' 0. • 1 .: d .:' p Q '• •- rY 1. .. .. mss•.::;: ;,. •'I•T,� T W Section: Wheel Sto- 04 EXISTING R.T.U. CITYSCAPES, IN( VERTICAL MECH SYSTEM (SAGEB BATTEN PANEL, I TRIM) - MOUNT P INSTRUCTIONS. EXISTING MECHI CURB - VERIFY Section: RTU Screen SCALE: 3/40 = 11-00 �� LJ PROJECT COORDINATOR/ DESIGN CONSULTANT Wes; 2641 IRVING BLVD. DALLAS, TEXAS 75207 TEL: 214- 638 -6800 ARCHITECT/ ENGINEER THOMAS A. EDSON ARCHITECT 2641 IRVING BLVD. DALLAS, TEXAS 75207 TEL: 214 -638 -6800 FAX: 214- 689 -0301 SEAL 4b SO T ' I DIANA • 4. ♦ ••.. ..•'' I '••. RCHITEG ,.•'' ''f •••III I.I•aa,,•. 6/6/12 ARCHITECTURAL PROJECT NO.: 142 -151 DRAWN BY: RO CHECI�D BY: GS EINSTEIN BROS, BAGELS STORE # 2280 Q Q • b 4 Q %p 4' ti 2350 E. 116TH STREET CARMEL, IN ,' a OWNER REVIEW ISSUE DATE: XX-XX-X)= LANDLORD REVIEW ISSUE DATE: XX-XX-X)= BID ISSUE DATE: XX-XX- X)= HEALTH DEPT. REVIEW ISSUE DATE: XX-XX-X)= BUILDING REVIEW ISSUE DATE: XX-XX- X)= CONSTRUCTION ISSUE DATE: DRAWING TITLE: SITE PLAN DRAWING NUMBER: 0 no © 2012 ID Group i .4 z. Site Plan 02 HANDICAP ACCESSIBLE SIGN AT EACH H.C. PARKING SPACE. MOUNT SIGN W/ (3) 1/4' C BOLTS (REF: SITE PLAN FOR LOCATIONS) VAN ACCESSIBLE SIGN AT — VAN ACCESSIBLE SPACES ONLY. (REF: SITE PLAN FOR LOCATIONS) STEEL MOUNTING POST CONCRETE FOOTING RESERVED PARIQNG INN 6' -0" LONG CAST CONCRETE WHEEL STOP. r \ PROVIDE (2) No. 4 rcn REINFORCING IN J WHEEL STOP. T 1 ° PROVIDE (2) No. 5 REBAR VERTICALLY TO SECURE WHEEL STOP IN Z PLACE. A MIN. OF 18" LONG. COORDINATE Q REBAR INSTALLATION Z") WITH DRIVE CONSTRUCTION. Section: HCP Post V V j SCALE: 1/2' = V -0" DOME CONCRETE AT TOP OF BOLLARD 6' DIA. STEEL PIPE BOLLARD FILLED WITH CONCRETE AND PAINTED EXISTING CONC. CURB AND PAVING CONCRETE FOOTING (2) 1' -0' LONG No. 5 STEEL REINFORCING THROUGH PIPE BOLLARD /oo-- Section.: Bollard. V %J % SCALE: 1/20 = V -0" DRIVE AISLE. SUBGRADE. 6' 0. • 1 .: d .:' p Q '• •- rY 1. .. .. mss•.::;: ;,. •'I•T,� T W Section: Wheel Sto- 04 EXISTING R.T.U. CITYSCAPES, IN( VERTICAL MECH SYSTEM (SAGEB BATTEN PANEL, I TRIM) - MOUNT P INSTRUCTIONS. EXISTING MECHI CURB - VERIFY Section: RTU Screen SCALE: 3/40 = 11-00 �� LJ PROJECT COORDINATOR/ DESIGN CONSULTANT Wes; 2641 IRVING BLVD. DALLAS, TEXAS 75207 TEL: 214- 638 -6800 ARCHITECT/ ENGINEER THOMAS A. EDSON ARCHITECT 2641 IRVING BLVD. DALLAS, TEXAS 75207 TEL: 214 -638 -6800 FAX: 214- 689 -0301 SEAL 4b SO T ' I DIANA • 4. ♦ ••.. ..•'' I '••. RCHITEG ,.•'' ''f •••III I.I•aa,,•. 6/6/12 ARCHITECTURAL PROJECT NO.: 142 -151 DRAWN BY: RO CHECI�D BY: GS EINSTEIN BROS, BAGELS STORE # 2280 Q Q • b 4 Q %p 4' 2350 E. 116TH STREET CARMEL, IN NO. REVISIONS: DATE: PLANNING REVIEW ISSUE DATE: 06-06 -2012 OWNER REVIEW ISSUE DATE: XX-XX-X)= LANDLORD REVIEW ISSUE DATE: XX-XX-X)= BID ISSUE DATE: XX-XX- X)= HEALTH DEPT. REVIEW ISSUE DATE: XX-XX-X)= BUILDING REVIEW ISSUE DATE: XX-XX- X)= CONSTRUCTION ISSUE DATE: DRAWING TITLE: SITE PLAN DRAWING NUMBER: 0 no © 2012 ID Group