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Home My WebLink AboutSDP198400010 Plan - Approved 2022-11-2891 0■ LETTER OF REVISION #1 : SDP198400010 PROJECT DESCRIPTION: THE PROJECT CONSISTS OF THE REMODEL OF A FORMER BURGER KING RESTAURANT WITH DRIVE THRU INTO A NEW DUNKIN a BASKIN ROBBINS WITH DRIVE THRU. CONSTRUCTION TO INCLUDE DEMOLITION AND REMOVAL OF EXISTING NON -LOAD BEARING PARTITIONS, RESTROOMS, MILLWORK AND ALL WALL, CEILING AND FLOOR FINISHES. NEW WORK TO INCLUDE, BUT NOT LIMITED TO, CONSTRUCTION OF NON -LOAD BEARING PARTITIONS, FULLY ACCESSIBLE RESTROOMS AS WELL AS NEW FLOOR, WALL AND CEILING FINISHES, NEW EQUIPMENT AND MILLWORK AND ALL REQUIRED MECHANICAL, PLUMBING AND ELECTRICAL WORK NEEDED FOR A COMPLETE OPERATIONAL DUNKIN a BASKIN ROBBINS RESTAURANT. u EXISTING CANOPY OVERHANG EI v EO 4 SPEAKER POST 10'-0''�' 10'-0" 3.01 .aa Qa r .5° <. a z s.oz Lol 10.09A 10.09B IF 16'-0" i rL SPEAKER POST V FE7i EXISTING TRANSFORMER 8.01 BODMMMO 0 k/42KOH 0 ffi WO o o omgm \\ � \ O ARCHITECTURAL SITE AMENITIES PLAN .50 (E) E.M. Q MK aAI00WQ �i'm Qm DRIVE mmo THRU 32.01 JJ TYP R 3/8" CROWN 4'0 CONCRETE FILLED STEEL PIPE. BOLLARD TO RECEIVE COVER BC-03 I" CONCRETE CROWN W/ ISOLATION JOINT CONCRETE CURB, ASPHALT PAVING, OR GRADE EMBED STEEL PIPE INTO CONCRETE BASE BOLLARD DETAIL SCALE: 3/32" = l'-O" GENERAL ARCHITECTURAL SITE PLAN NOTES: I. THE ARCHITECTURAL SITE PLAN IS FOR GRAPHIC REPRESENTATION OF THE SITE ONLY AND DOES NOT CONSTITUTE AN ACCURATE SURVEYED PLAN 2. THE ARCHITECTURAL SITE PLAN HAS BEEN PROVIDED TO DESCRIBE THE SCOPE OF WORK FOR BIDDING PURPOSES ONLY. THE ARCHITECT MAKES NO GUARANTEE THAT THE SITE ELEMENTS, GRADES, UTILITIES, ETC AS DEPICTED ARE ACCURATE OR TRUE. 3. THE ARCHITECTURAL SITE PLAN IS NOT AN ENGINEERED DRAWING AND IS INTENDED FOR CONSTRUCTION / INSTALLATION OF ARCHITECTURAL SITE AMENITIES. IN THE EVENT GRADES, SWM, OR OTHER SITE ITEMS ARE REQUIRED TO BE MODIFIED, THE GC SHALL BE SOLELY RESPONSIBLE FOR ALL SAID MODIFICATIONS. 4. THE GC SHALL FULLY EVALUATE THE EXISTING FIELD CONDITIONS AND ACTUAL LOCATIONS OF EXISTING UTILITIES TO ENSURE A PROPER CONNECTION FROM NEW TO EXISTING. 5. EXISTING PAVING, SIDEWALKS, AND/OR LANDSCAPING AREAS DISTURBED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED WHETHER SPECIFICALLY INDICATED IN THE CONTRACT DOCUMENTS OR NOT. 6. ALL AREAS REPAIRED OR REPLACED SHALL BE DONE IN SUCH A MANNER SO AS TO ENSURE A SMOOTH, CONTINUOUS TRANSITION FROM EXISTING TO NEW. TRANSITIONS FROM EXISTING TO NEW SHALL NOT BE APPARENT WHEN COMPLETE. 7. WHERE CONCRETE SIDEWALKS AND CURBS ARE DEMOLISHED AND REMOVED TO FACILITATE NEW CONSTRUCTION, CONCRETE SHALL BE REMOVED TO THE NEAREST CONSTRUCTION JOINT. 8. DAMAGED PORTIONS OF EXISTING SIDEWALK AROUND THE PERIMETER OF THE BUILDING SHALL BE REMOVED AND REPLACED IN KIND. 9. PROVIDE POSITIVE DRAINAGE FOR ALL WALKWAYS AND PADS PER THE CIVIL PLANS. IF CIVIL PLANS ARE NOT AVAILABLE, THE GC SHALL BE RESPONSIBLE FOR PROVIDING THE REQUIRED SLOPE AT ALL WALKWAYS AND PADS TO ENSURE POSITIVE DRAINAGE. 10. ALL SITE STRIPING AND LOT PAINTING SHALL BE =UNLESS SPECIFICALLY KEYED OTHERWISE. 11. GC TO POWER WASH AND CLEAN ALL EXISTING CURBS, SIDEWALKS AND CONCRETE PATIO AREAS FOR LIKE NEW APPEARANCE. ARCHITECTURAL SITE PLAN KEY NOTES: o.o 3.01 10'-0' X 20'-0" CONCRETE PAD CENTERED ON SPEAKER POST W/ GROUND LOOP PER DETAILS. CONCRETE PAD SHALL BE 6' THICK, 3,500 PSI, AIR ENTRAINED W/ WI.4XI.4 6X6 W.W.F., DYED BLACK TO MATCH ADJACENT ASPHALT PAVING, OVER 6' MIN. GRAVEL BASE. 3.03 SIGN FOOTINGS BY SIGN VENDOR; SEE DETAILS SHEET AS-2. 5.02 PROVIDE NEW BOLLARDS AS INDICATED. ALL BOLLARDS WETHER EXISTING OR NEW SHALL RECEIVE A NEW BOLLARD COVER; SEE DETAIL SHEET AS-1. 5.05 EXISTING METAL FENCING AT PATIO AREA TO BE CLEANED AND PAINTED PTE-04 AS WELL AS THE EXISTING BRICK FENCE POST / COLUMNS. 8.01 DRIVE THRU WINDOW AS SCHEDULED. 10.09A DRIVE THRU SPEAKER POST PROVIDED BY SIGN VENDOR. SEE DETAILS SHEET AS-2 AND ELECTRICAL PANS FOR G.C. PROVIDED ELECTRICAL AND ROUGH -INS. 10.09B DRIVE THRU MENU BOARD PROVIDED BY SIGN VENDOR. SEE DETAILS SHEET AS-2 AND ELECTRICAL PANS FOR G.C. PROVIDED ELECTRICAL AND ROUGH -INS. 10.11 DRIVE THRU HEIGHT LIMITATION BAR PROVIDED BY SIGN VENDOR. 10.12 DRIVE THRU DIRECTIONAL SIGNS PROVIDED BY SIGN VENDOR. SEE SHEET AS-2 FOR DETAILS AND ELECTRICAL PLANS FOR GC PROVIDED ELECTRICAL AND ROUGH -INS. 10.14 SIGN VENDOR TO REFACE EXISTING PYLON SIGN UNDER SEPARATE PERMIT AND COVER. CLEAN AND PAINT EXISTING POLE AND FRAME PTE-02 22.04 EXISTING EXTERIOR BELOW GRADE GRID TO REMAIN. GC TO CLEAN AND INSPECT TO CONFIRM GIRD IS ACCEPTABLE FOR RE -USE. ASSUMED SIZE IS 1,000 GALLONS. GC TO CONFIRM EXACT SIZE AND LOCATION AND TIE NEW GREASE WASTE LINE INTO EXISTING PER PLUMBING PLANS. 26.16 GC TO SAW CUT EXISTING CONCRETE PAD AND INSTALL VEHICLE DETECTION LOOP. DETECTION LOOP IS FRANCHISEE PROVIDED AND INSTALLED BY GC. 26.60 EXISTING SITE LIGHTING POLES TO BE CLEANED AND PAINTED PTE-02 REPLACE EXISTING LIGHT FIXTURES WITH NEW PKL3 FIXTURES AS SCHEDULED. 32.01 DRIVE THRU PAINT TEMPLATE AVAILABLE THRU DGS (SEE NATIONAL ACCOUNTS). PAINT TP 01 32.04 4" WIDE DRIVE THRU LANE STRIPE TO BE PAINTED TP-OI . 32.07 EXISTING DUMPSTER. GC TO CLEAN AND REPAIR AS NECESSARY. PAINT ENCLOSURE AND GATES PTE-02 DI.01 DEMOLISH AND REMOVE EXISTING MENUBOARD, SPEAKER POST AND HEIGHT LIMITATION BAR. LOT STRIPING PAINT SCHEDULE ALL PAINT SHALL BE PRO PARK AS MANUFACTURED BY SHERWIN WILLIAMS REFERENCE TAG DESCRIPTION REMARKS COLOR / NUMBER TP-01 PAINT B97WD2434 "WHITE" TP-02 PAINT B97LD2022"BLUE" TP-03 PAINT B97YD2467"YELLOW QSR R �o��gALTH OF LI U Joseph J. Kelly Lie, N 8 2 11-23-2022 I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE COMMONWEALTH OF VIRGINIA, LICENSE No. 19802, EXPIRATION DATE 05.31 2024 DUNKIN• MOKOHO Lu >w W �� J N 0 > chm it Lu Lu coW y OLuI- Z � � 0 O Ld_ 2 U REVISION No. DATE DESCRIPTION DWG DATE: II-23-2022 DRAWN BY: STAFF PROJECT No.: 22144 DWG TITLE: ARCHITECTURAL SITE AMENITIES PLAN SHEET No. AS-1 ■ r 7