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2018/05/10 Planning Commission ResolutionPLANNING COMMISSION RESOLUTION NO. 2018-29 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF ROHNERT PARK, CALIFORNIA, APPROVING SITE PLAN AND ARCHITECTURAL REVIEW FOR EXTERIOR REMODEL OF MCDONALD'S AT 6600 COMMERCE BOULEVARD (APN 143-061-001) WHEREAS, the applicant, Zorah Mariano, filed Planning Application No. PLSR18- 0001 for Site Plan and Architectural Review for an exterior remodel of an existing McDonald's commercial building, in accordance with the City of Rohnert Park Municipal Code; WHEREAS, Planning Applications No. PLSR18-0001 was processed in the time and manner prescribed by State and local law; WHEREAS, on May 10, 2018, the Planning Commission reviewed Planning Application No. PLSR18-0001 at which time interested persons had an opportunity to testify either in support of or opposition to the project; and WHEREAS, at the May 10, 2018, Planning Commission meeting, upon considering all testimony and arguments, if any, of all persons desiring to be heard, the Commission considered all the facts relating to Planning Application No. PLSR18-0001. NOW, THEREFORE, THE PLANNING COMMISSION OF THE CITY OF ROHNERT PARK DOES RESOLVE, DETERMINE AND ORDER AS FOLLOWS: Section 1. That the above recitations are true and correct. Section 2. Factors Considered. The Planning Commission, in approving Planning Application No. PLSR18-0001, makes the following factors, to wit: A. That the developments general appearance is compatible with existing development and enhances the surrounding neighborhood. Criteria Satisfied. The project proposes to remodel the exterior facade with new signage and fagade architectural elements. No expansion or other exterior changes are proposed to the drive-through, paved parking facilities, and trash enclosure; therefore, the development would remain compatible with existing surrounding commercial development. B. That the development incorporates a variation from adjacent on-site and off-site structures in height, bulk, and area; arrangement on the parcel; openings or breaks in the facade facing the street; and/or the line and pitch of the roof. Criteria Satisfied. The project proposes to remodel the exterior fagade with new signage and fagade architectural elements. No expansion or other exterior changes are proposed to the commercial space, to the drive-through, paved parking facilities, and trash enclosure. The exterior modifications to the existing commercial building would not alter the height, bulk, or area of the commercial building. The proposed design maintains the features from the original building design that are consistent with this criteria. C. That the development will be located and oriented in such a manner so as to provide pedestrian, bicycle and vehicular connections with adjacent properties, as appropriate, and avoids indiscriminate location and orientation. Criteria Satisfied. The project proposes to remodel the exterior fagade with new signage and facade architectural elements. The project involves exterior modifications to an existing building and therefore there are no changes to the building orientation, height, setbacks, landscape areas, or parking on the site. The exterior modifications to the existing commercial building would not alter the pedestrian, bicycle and vehicular connections with adjacent properties. The site as currently designed is consistent with this criteria. Section 3. Environmental Clearance. The project has been analyzed for compliance with the requirements of the California Environmental Quality Act (CEQA) and found to be categorically exempt as a Class 1 Exemption under Section 15301: Existing Facility. No further action is required pertaining to environmental review. NOW THEREFORE BE IT RESOLVED, that the Planning Commission does hereby approve Planning Application No. PLSR18-0001 subject to the Conditions of Approval attached as Exhibit A. BE IT FURTHER RESOLVED that said action shall not be deemed final until the appeal period has expired and that the appeal period shall be ten (10) working days from the date of said action. No building permits shall be issued until the appeal period has expired, providing there are no appeals. DULY AND REGULARLY ADOPTED on this 10th day of May, 2018 by the City of Rohnert Park Planning Commission by the following vote: AYES: 'J NOES: )- ABSENT: D ABSTAIN: 6) ADAMS BLANQUIE, - (; BORBA )l V GIUDICE2�—t HAYDON A Susan Adams, Chairperson, Rohnert Park Planning Commission Attest: 10 , qA4��7"- Susan zevedo, R cording Secretary EXHIBIT A ADOPTED PER PLANNING COMMISSION RESOLUTION NO. 2018-29 CONDITIONS OF APPROVAL: 6600 COMMERCE BOULEVARD — MCDONALD'S SITE PLAN AND ARCHITECTURAL REVIEW The conditions below shall apply to the McDonald's commercial building exterior alterations project located at 6600 Commerce Boulevard (PLSR18-0001). General Conditions 1. The Site Plan and Architectural Review approval shall expire one year from the Planning Commission approval date, unless prior to the expiration a building permit is issued and construction is commenced and diligently pursued toward completion and the use is initiated, or an extension is requested and approved. 2. The facility shall comply with any and all applicable provisions of the Rohnert Park Municipal Code (RPMC) and any state or federal agency. The violation of any condition listed herein shall constitute a nuisance and a violation of the Rohnert Park Municipal Code. In conformity with Chapter 1.16 of the RPMC, a violation of the RPMC may be an infraction or a misdemeanor and shall be punishable as provided by law. In addition to criminal penalties, the City may seek injunctive relief. The Applicant agrees to pay for all attorney's fees and costs, including, but not limited to, staff time incurred by the City in obtaining injunctive relief against the Applicant as a result of a failure of the Applicant to fully perform and adhere to all of the Conditions of Approval. 3. The Applicant agrees to defend, indemnify, hold harmless and release the City of Rohnert Park, its agents, officers, attorneys and employees from any claim, action or proceedings brought against any of the above, the purpose of which is to attack, set aside, void, or annul the approval of this application or certification of the environmental document which accompanies it. This indemnification obligation shall include but not be limited to, damages, costs, expenses, attorneys', or expert witness fees that may be asserted by any person or entity, including the Applicant, whether or not there is concurrent passive or active negligence on the part of the City, its agents, officers, attorneys or employees. 4. The Site Plan and Architectural Review approval shall expire one year from the Planning Commission approval date, unless prior to the expiration a building permit is issued and construction is commenced and diligently pursued toward completion and the use is initiated, or an extension is requested and approved. 5. The design of the monument sign shall incorporate the same accent wall tiles as depicted and proposed on the front elevation. Building Department Conditions 6. Tenant improvement permit required from the Building Department for interior modifications. 7. Site Improvement permit required from the Engineering Department for civil site upgrades. Note: Both Tenant Improvement and Site Improvement permits can be combined into one application. D D O O 2016 REMODEL BUILDING CORE'l6 EXTERIOR REMODEL REVISIONS DRAWING INDEX CVR COVER SHEET r �a a PNW REGION ® 6600 COMMERCE BLVD, ROHNERT PARK, CA 94928 BUILDING INFORMATION SITE R ADDRESS STATE SITE CODE: 004-4978 j It sP1 SITE PLAN SP2 ENLARGED SITE PLAN STREET ADDRESS: 6600 COMMERCE BLVD CITY: ROHNERT PARK, CA 94928 SDI SITE DETAILS SD2 DRIVE-THRU DETAILS COUNTY: SONOMA COUNTY STATE: CALIFORNIA Q LANDSCAPE rr-1---r- n SITE -- -( • ♦ + McDONALD'S SITE AREA: 40,000 S.F. (0.918 ACRES) Lt LANDSCAPE PLAN n n I I ii ZONED: C-R A.P.N. 143-061 -001 -000 ARCHITECTURAL o + • ❑ r — — , A1.0 FLOOR PLAN A2.0 EXTERIOR ELEVATIONN. EXTERIOR ELEVATION a m d -- + + + I I A2.1 A2.2 EXTERIOR ELEVATION g i .w � BUILDING CODES A2.3 EXTERIOR ELEVATION L q a � " w + � I luv + + J""P + • BUILDING CODE EDITION: 2016 CALIFORNIA BUILDING CODE PLUMBING CODE EDITION: 2016 CALIFORNIA PLUMBING CODE MECHANICAL CODE EDITION: 2016 CALIFORNIA MECHANICAL CODE N _--- - ",I j + o�,� t+ ELECTRICAL CODE EDITION: 2016 CALIFORNIA ELECTRICAL CODE FIRE CODE EDITION: 2016 CALIFORNIA FIRE CODE w W, �i_ __—!! wem"c + ♦ ♦ - . J 1 ® + +. • • ACCESSIBILITY CODE: 2016 CALIFORNIA BUILDING CODE - CHAPTER 116 CALIFORNIA CODE REGULATIONS TITLE 24 FOR DISABLED J { • • + + ; ' �� ACCESS, ENERGY CONSERVATION & NOISE ATTENUATION GREEN BUILDING CODE: 2016 CALIFORNIA GREEN BUILDING CODE ENERGY CODE: 2016 CALIFORNIA ENERGY CODE U [ 3 (,u _ J1 •�• BUILDING DATA J as -g II r� ��yyyy III Llt➢ -iQll ♦ + ♦ OCCUPANCY: A2 CONSTRUCTION TYPE: VB SPRINKLED NUMBER OF STORIES: 1 BUILDING HEIGHT 22'-3" (MAIN BLDG. PARAPET)®_ 27'-8" (BRAND WALL) c (/) g2 §$_,a6ab E g� THIS DRAWING IS FOR REFERENCE ONLY. NOT FOR CONSTRUCTION BUILDING AREA: 5,208 S.F. F.A.R. 0.13 (PROPOSED) N1 $.-.l j - t4 T NORTH C f4ji. �¢ Q J_JJV& y<gi5g s�af EXHIBIT A Resolution No. 2018- m Approved Planning Commission �g 1 ' VICINITY MAP 'r' �+•�';;`.� �' i m IL U4, Meeting ry IA I and! ------ _ V1 C -x' V u Y i l ,e. �t j- 5 �'� 1t' w w M s- pOf z or CVR b A SITE PLAN 1' • 20'-D' SIE- �, f — S 8r3546" W 260.00' ASSESSOR'S PARCEL NUMBER: 143-061-001-000 NOTES PARKING INFORMATION (REQUIRED) TOTAL SPACES 40 IslylgIR t N c A 2 �I N I PARKING INFORMATION (PROPOSED) T� 40 STANDARD JB SPACES B'-6' X 18'-D' O 90' ACCESSIBLE 2 SPACES 9'-D" X 18'-0" O 90' 1. SURFACE OF RAMP AND FLARES SHALL BE SUP RESISTANT AND CONTRASTING N a d 70 Q FBUNDATION ( - =SEA. E;EVABON nMGH FROM SOlti4tAIL RAMP SHALL LIE IN SIR= SLOPE ftAW W/ MIN. SURFACE WARPING AND CRQ93 !10PERAMP LANDING SHALL HAVE A 010% SLOPE OF 2% 41 p MAX. IN ALL OIRECRONS. �n J 2 MAXIMUM SLOPE IN ACCESSIBLE PARKING STALLS & ACCESSIBLE AISLE TO BE 2% IN (E) CONCRETE CURB LA u (n ANY DIRECTION, ALL PARKING LOT IMPROVEMENTS SHALL MATCH SURROUNDING EXISTING GRADES. UJ U y $ .ACCESSIBLE PAIN OF TRAVEL 1. FOR AOORONAL WrOMMATION REGARDING DRAINAGE & GRADING. CONCRETE CURB. SIDEWALAS & GUTTER DETAILS. SEE CIVIL ORAWMUS 4, (E) YARD UGHDNG TO REMAIN, NEW WORK NOT INCWQEO M SCDPE UJ Q p ¢LaT! Q S. (E) UTILITIES TO REMAIN, PROTECT IN PLACE DURING CONSTRUCTION (N) CONCRETE CURB .7 N S. (E) LANDSCAPING TO REMAIN, REPAIR AND REFRESH IF REQUIRED CJ or 9 (N) CONCRETE PANNE1Fy KEYNOTES $ O = g 3 O SEE CIVIL OWGS FOR (N) ACCESSIBLE CURB RAMPS AND PAIR OF TRAVEL DETAILS. N ¢ UJ 01 iE y$ C [ R p 10 20 40 60 60 8 ACCESSIBLE CONCRETE SIDEWALK & PATH OF TRAVEL, TO BE FREE FROM (P)PAVEMENT ■ WHITE) O(N) 2 ABRUPT bMNfiS IN LEVEL OF MORE THAN 1/4'. PJA(K NOT TO EXCEED 57. SLOPE IN DIRECTION OF TRAVEL & 2R CROSS SLOPE, SEE CIVIL DWGS DdTrE ® ® (N) DRIVE THRU STTtPW3 PER DETAIL 7/501 O3 (N) LANDSCAPE AREA (PAINTED Via" In O (N) BIKE RACK; SEE DETAIL 2/SDI. (N) FREE STANDING ENWARM SIGN WITH ACCESSIBLE PAJOiMO AND TOW AWAY O t r 4 O 5 INFO. TYP. AT ALL VEHIGUTA ACCESSES. SEE DETAIL 11/AS1. CONFIRM COMPLIANCE WITH DETAIL. PROVIDE (N) IF REQUIRED ©(N) 1`911145T PMA INFORMATIONAL SIGN #777 AT ORDER STATION, Y SEE DETAIL S/iM. fU C v T (N) FORREST PERMA INFORMAITONAL SIGN #776 AT CASHIER STATION OR SEE DETAIL 4/SO1. O(N) FREESTANDING ACCESSIBLE PARKING SGNAGE (TYP OF 2) SEE DETAIL 13/AS1 yl AND 6/SD1 O (N) FORREST PERMA ACCESSIBLE ENTRANCE SIGN #93A.[Lf a U SEE DETAIL 20/SD1. DETAIL 10 (N) ACCESSIBLE PARKING SIGNAGE (TYR. OF 2). 4E DETAIL 13/ASI G ¢ 2 D LANDSCAPE 11 (N) CONMTE CURB AND LANDSCAPE, SEE CML DRAWINGS FOR DETAILS, MATCH (N) WITH EXISTING z E ICO nm VAN ACCESSIBLE PARKING STALL SEE DETAILS 13/A51 & 6/SDt. n O(N) 12 REPAINT SYMBOL OF ACCESSIBILITY. (36" X 36") � (L 11 (N) DIRECTIONAL SIGNAGE, SIGN ON BOTH SIDES OF POST SEE DETAIL 19/SD1 14 (N) CONCRETE PAWING O ACCESSIBLE PARKING STALLS, SEE CIVIL DRAWINGS, 15 (N) DETECTABLE WARNING SURFACE, SEE SEE 20/ASI. U S } 984 16 (N) OUTDOOR DIGITAL MENU BOARD, UNDER SEPARATE PERMIT SEE DETAIL 1/SD2 I] (N) PRE -BROWSE BOARD UNDER SEPARATE PERMIT SEE DETAIL 2/SD2 ' IB (N) DRNE-THRU GATEWAY TD F(N) PRIMARYCOD WITH LOOP DETECTORS. UNDER SEPARATE PERMIT SEE SIGN IIIIIII OR DET 20 (N) SECOVMW CDD WITH LOOP DEFECTORS, UNDER SEPARATE PERMIT BEE SIGN EES; iL p N •JII W Y, - PACKAGE VOR OETARS �GG6 � I?i EI (N) GUARD RAIL/HANDRAIL. SEE DETAILS 5/AS3, 9, 10 & 11/SD1, ® (E) CONCRETE CURB TO REMAIN; SEE CIVIL DRAWINGS 2J (N) (N) PAVEMENT MARKINGS APPLIED AS SHOWN SEE DETAILS 15, 17 & 1B/SD1 liT� by 24 (N) ACCESSIBLE PEDESTRIAN RAMP. SEE CIVIL DRAWINGS, Y 25 LEVEL LANDING 2% MAX SLOPE IN ALL DIRECTIONS CK) NOT USED. QO yam$ 6A� O (N) WELL STOP SEE DETAIL ]/'SDI ® (E) DRIVE THRU TO REMAIN. CC) LANDSCAPE 70 BE REFRESHED. SEE LANDSCAPE 04AVANGS ION OEIAKS ASSESSOR'S PARCEL NUMBER: 143-061-001-000 PLAN LEGEND PARKING INFORMATION (REQUIRED) TOTAL SPACES 40 1 SPACE FOR EVERY 3 SEATS OR STOOLS E - SFI TER LWC P.MQ = POINT OF CURVAiLME RADIUS Talc R RAD N c A 2 �I N p a N pad¢ PARKING INFORMATION (PROPOSED) T� 40 STANDARD JB SPACES B'-6' X 18'-D' O 90' ACCESSIBLE 2 SPACES 9'-D" X 18'-0" O 90' PLAN LEGEND �jy$jFy E - SFI TER LWC P.MQ = POINT OF CURVAiLME RADIUS Talc R RAD _ R�QT. - SI4ER1041 OF WAY PAC3: GO d F.....ppOQQ,,f�- = OF CURB N a d 70 Q FBUNDATION ( - =SEA. E;EVABON `OJ = JIiW p J (E) CONCRETE CURB m U PROPERTY LINE UJ U y .ACCESSIBLE PAIN OF TRAVEL Z UJ Q Q M a (N) CONCRETE CURB y CJ or 9 (N) CONCRETE PANNE1Fy $ O = O(N) LANDSCAPE N ¢ UJ 01 iE y$ C [ R p 10 20 40 60 60 t (N) PAVEMENT ARROWS PER DETAIL 8/SO1 I (P)PAVEMENT ■ WHITE) SCALE: 1"=20'-o" NORTH DdTrE ® ® (N) DRIVE THRU STTtPW3 PER DETAIL 7/501 (PAINTED Via" r R O e•-Lp• 5'-+1• •-1' � b 1, 4 i2 a 0 47>00000C0000000 i Op0000 1 SURFACE OF RAMP AND FLARES SHALL BE SUP RESISTANT AND CONTRASTING [ I d O Jy C N g WAROINC AND CROSS SLOPE.RAMP LANDING SHALL HAVE A GROSS SLOPE OF 2R MAX. IN ALL DIRECTIONS. (N) ABBE CONCRETE WKWALK ! PAM OF TRAVEL tO BE FREE MGM O ABRUPT [MANGES IN LM OF MORE MAN 1/1•. WALK NO? TO EXCEED 5R 22 11 2 MAXIMUM SLOPE IN ACCESSIBLE PARKING STALLS d ACCESS BLE AISLE TO BE ZX IN 3 0 (N) LANDSCAPE AREA ANY DIRECTION. ALL PARKING LOT IMPROVEMENTS SHALL MATCH SURROUNDING Q (N) BIKE RACK; SEE DETAIL 2/SDI. (N) TREE STANDING ENTRANCE SIGN WITH ACCESSIBLE PARKING AND TDW AWAY F �7 Q 10 17 EMS NG GRADES 3 FOR ADDITIONAL INFORMATION REGARDING DRAINAGE ! GRADING, CONCRETE CURB, d TIP. 'o 10 4 b SIDEWALKS ! GUTTER OCTANS. SEE CIVIL GRAMNCS. A. (E) YARD LIGHTING TO REMAIN, NEW WORK NOT INCLUDED IN SCOPE 5 (E) URUDES TO REMAIN. PBOIECT IN PLACE DURING CONSTRUCTION SEE DETAIL B/SDI. _ ` (N) FORREST PERMA INFORMATIONAL SIGN #778 AT CASHIER STATgN. SEE DETAIL A/SDH. I 1 22'.,1 5•--0') Is I PARKING OF 2) SEE DETAIL 13/ASH =,7 20 ( TDP m j \ \ f 2l 74 LANDWO i E 10 (N) ACCESSIBLE PARKING SIGNAGE (TYP. OF 2). SEE DETAIL 13/ASI O (N) OOICRETE CURB AND LANDSCAPE. SEE CIVIL DRAWINGS FOR DETAILS, MATCH (N) 11 LANDSCAPE WITH EXISTING d ---• - \ PARKINGIJ/ASH ! 8/501. + 1 \ 12 OF ACCEINT SYMBOL REP 54BIUtt3r X 36•) ( a 8 \ 13 (N) DIRECTIONAL SIGNAGE, 5101 O1 BOTH SIDES OF POST SEE DETAIL 19/SDH ,a • f \ \ TI (N) CONCRETE PAVING O ACCESSIBLE PARKING STALLS, SEE CIVIL DRAWINGS. 1 d .RNP DOWN 000 000�O"(}S,' (N) DETECTABLE WARNING SURFACE, SEE SEE 20/ASH. r • \ • 17 \ � I p00 L 0 0 3 { L O --- _---------- _.� • .. -+._______________ ______-_--__�-_ -_ ____�_.._J AA•_r I i� ENLARGED SITE PLAN SP2 3/16' • !'-D- ) KEYNOTES N • i 1 SURFACE OF RAMP AND FLARES SHALL BE SUP RESISTANT AND CONTRASTING [ I I Jy 1 N g WAROINC AND CROSS SLOPE.RAMP LANDING SHALL HAVE A GROSS SLOPE OF 2R MAX. IN ALL DIRECTIONS. (N) ABBE CONCRETE WKWALK ! PAM OF TRAVEL tO BE FREE MGM O ABRUPT [MANGES IN LM OF MORE MAN 1/1•. WALK NO? TO EXCEED 5R • 2 MAXIMUM SLOPE IN ACCESSIBLE PARKING STALLS d ACCESS BLE AISLE TO BE ZX IN 3 0 (N) LANDSCAPE AREA ANY DIRECTION. ALL PARKING LOT IMPROVEMENTS SHALL MATCH SURROUNDING Q (N) BIKE RACK; SEE DETAIL 2/SDI. (N) TREE STANDING ENTRANCE SIGN WITH ACCESSIBLE PARKING AND TDW AWAY F �7 EMS NG GRADES 3 FOR ADDITIONAL INFORMATION REGARDING DRAINAGE ! GRADING, CONCRETE CURB, f (N) FORREST PERNA INFORMATIONAL SIGN 0777 AT ORDER STATION.. SIDEWALKS ! GUTTER OCTANS. SEE CIVIL GRAMNCS. A. (E) YARD LIGHTING TO REMAIN, NEW WORK NOT INCLUDED IN SCOPE 5 (E) URUDES TO REMAIN. PBOIECT IN PLACE DURING CONSTRUCTION SEE DETAIL B/SDI. _ ` (N) FORREST PERMA INFORMATIONAL SIGN #778 AT CASHIER STATgN. SEE DETAIL A/SDH. I 1 22'.,1 5•--0') Is I PARKING OF 2) SEE DETAIL 13/ASH =,7 20 ( TDP m j \ \ f 2l 74 LANDWO i E 10 (N) ACCESSIBLE PARKING SIGNAGE (TYP. OF 2). SEE DETAIL 13/ASI O (N) OOICRETE CURB AND LANDSCAPE. SEE CIVIL DRAWINGS FOR DETAILS, MATCH (N) 11 LANDSCAPE WITH EXISTING d ---• - \ PARKINGIJ/ASH ! 8/501. + 1 \ 12 OF ACCEINT SYMBOL REP 54BIUtt3r X 36•) ( a 8 \ 13 (N) DIRECTIONAL SIGNAGE, 5101 O1 BOTH SIDES OF POST SEE DETAIL 19/SDH ,a • f \ \ TI (N) CONCRETE PAVING O ACCESSIBLE PARKING STALLS, SEE CIVIL DRAWINGS. 1 d .RNP DOWN 000 000�O"(}S,' (N) DETECTABLE WARNING SURFACE, SEE SEE 20/ASH. r • \ • 17 \ IB (N) OUTDOOR DIGITAL MENU BOARD, UNDER SEPARATE PERMIT SEE DETAIL 1/SD2 17 (N) PRE -BROWSE BOARD UNDER SEPARATE PERMIT SEE DETAIL 2/SD2 I p00 L 0 0 3 { d ( O (N) CDD WITH LOOP DETECTORS, FOR DETAILS E i I O20 (N) COD WITH LOOP DETECTORS. UNDER SEPARATE PERMIT SEE SIGN PACIUGECE FOR FOR DETAILS pIN N is I � W i • N Z b lj' ( QE)(E) CONCRETE CURB TO REMAIN; SEE CIVIL DRAWINGS (N) (N) PAVEMENT MARKINGS APPLIED AS SHOWN SEE DETAILS 15, 17 ! 1B/SDI pfit be --/ (N) ACCESSIBLE PEDESTRIAN RAMP, SEE CIVIL GRAWNGS. _7jyl�BrA I 25 LEVEL LANDING 25 MAX SLOPE IN ALL DIRECTIONS 0 ( 8 ' 2fi NOT USED. 27 C� I (N) WHEEL STOP SEE DETAIL 7/501 (E) DOVE TNRU TO REYAFI Q E [a�11 CC et oil >9 (E) LANDSCAPE TO BE REFRESHED. SEE UNOSCARE DRAWINGS FOR DETAILS ) I I + t ,1 �s1 ENLARGED SITE PLAN NOTES KEYNOTES N • i 1 SURFACE OF RAMP AND FLARES SHALL BE SUP RESISTANT AND CONTRASTING 3 Jy FINISH FROM SOEWAU(. RAMP SHALL LIE IN SINGLE SLOPE PLANE W/ MIN. SURFACE N g WAROINC AND CROSS SLOPE.RAMP LANDING SHALL HAVE A GROSS SLOPE OF 2R MAX. IN ALL DIRECTIONS. (N) ABBE CONCRETE WKWALK ! PAM OF TRAVEL tO BE FREE MGM O ABRUPT [MANGES IN LM OF MORE MAN 1/1•. WALK NO? TO EXCEED 5R • 2 MAXIMUM SLOPE IN ACCESSIBLE PARKING STALLS d ACCESS BLE AISLE TO BE ZX IN 3 0 (N) LANDSCAPE AREA ANY DIRECTION. ALL PARKING LOT IMPROVEMENTS SHALL MATCH SURROUNDING Q (N) BIKE RACK; SEE DETAIL 2/SDI. (N) TREE STANDING ENTRANCE SIGN WITH ACCESSIBLE PARKING AND TDW AWAY F �7 EMS NG GRADES 3 FOR ADDITIONAL INFORMATION REGARDING DRAINAGE ! GRADING, CONCRETE CURB, f (N) FORREST PERNA INFORMATIONAL SIGN 0777 AT ORDER STATION.. SIDEWALKS ! GUTTER OCTANS. SEE CIVIL GRAMNCS. A. (E) YARD LIGHTING TO REMAIN, NEW WORK NOT INCLUDED IN SCOPE 5 (E) URUDES TO REMAIN. PBOIECT IN PLACE DURING CONSTRUCTION SEE DETAIL B/SDI. _ ` (N) FORREST PERMA INFORMATIONAL SIGN #778 AT CASHIER STATgN. SEE DETAIL A/SDH. 8 (E) LANDSCAPING TO REMAIN, REPAIR AND REFRESH IF REQUIRED PARKING OF 2) SEE DETAIL 13/ASH =,7 \ 17 1 I 1 � 1 - - - - - - - - - - - - - - - - - - ( I I I 1 I I I I I 1 I /t \ , „ ` PLAN LEGEND � CIt . CENTER UNE P.OL PONT OF CURVATURE ~ (E) . COLUMN I%STINNC R•O W. RIGHTOFWAY C� F.O,C. . FAQALOF CURB SHT. SHEET Z N F.O.S. FACE OF SND SM. - SIMILAR ]5 F.Q.F. . FACE OF FOUNDATION >w• TYPICAL '� p E (N . NEW FSE - FINISH SUB ELEVATION d [] DI R —__—_-- - - .(E) CONCRETE CURBw muj V PROPERTY UNE [AU Y ---'�---0 ACCESSIBLE PATH OF TRAVEL 0 W Q '20- (N) CONCRETE CURB 2 F Q Q 0V w R ccc D (N) CONCRETE PAYING J Z y O O= (N) LANDSCAPE EAJ IO 0_ �1 ENLARGED SITE PLAN (P AAl N TED TEARROMS PER DETAIL B/501 ' SP2 �2 3/I6• _ r -D NORTH I ® ® [N) DRIVE IHRU STOPPING PER DETAIL 7/SDI (DAMMED +[CCDM KEYNOTES 3 Oj SEE CIVIL DWGS FOR (N) ACCESSIBLE CURB RAMPS AND PATH OF TRAVEL DETAILS N �, Z ■ (N) ABBE CONCRETE WKWALK ! PAM OF TRAVEL tO BE FREE MGM O ABRUPT [MANGES IN LM OF MORE MAN 1/1•. WALK NO? TO EXCEED 5R AOPC w OIRLCTIb+ OF 1RAV4 ! 21L CROSS ADPL SEE CAKI DWG: 3 0 (N) LANDSCAPE AREA pS Q (N) BIKE RACK; SEE DETAIL 2/SDI. (N) TREE STANDING ENTRANCE SIGN WITH ACCESSIBLE PARKING AND TDW AWAY F �7 O INFO. M. AT ALL VEHICULAR ACCESSES. SEE DETAIL 1J/ASI. CONFIRM COMPLIANCE WITH DETAIL PROVIDE (N) IF RE UIRED f (N) FORREST PERNA INFORMATIONAL SIGN 0777 AT ORDER STATION.. SEE DETAIL B/SDI. _ ` (N) FORREST PERMA INFORMATIONAL SIGN #778 AT CASHIER STATgN. SEE DETAIL A/SDH. d PARKING OF 2) SEE DETAIL 13/ASH =,7 20 8 (N) FREESTANDING ACCESSIBLE SIGNAGE (TY!'. O AND 6/SDI m j \ \ B (N) FORREST PERNA ACCESSIBLE ENTRANCE SON y53A. O SEE DETAIL 20/SDI. \ \ 10 (N) ACCESSIBLE PARKING SIGNAGE (TYP. OF 2). SEE DETAIL 13/ASI O (N) OOICRETE CURB AND LANDSCAPE. SEE CIVIL DRAWINGS FOR DETAILS, MATCH (N) 11 LANDSCAPE WITH EXISTING ¢U 74 N C ---• - \ PARKINGIJ/ASH ! 8/501. ,O to T7j \ 12 OF ACCEINT SYMBOL REP 54BIUtt3r X 36•) ( a 8 \ 13 (N) DIRECTIONAL SIGNAGE, 5101 O1 BOTH SIDES OF POST SEE DETAIL 19/SDH ,a • f \ \ TI (N) CONCRETE PAVING O ACCESSIBLE PARKING STALLS, SEE CIVIL DRAWINGS. 1 !! (N) DETECTABLE WARNING SURFACE, SEE SEE 20/ASH. • \ • 17 \ IB (N) OUTDOOR DIGITAL MENU BOARD, UNDER SEPARATE PERMIT SEE DETAIL 1/SD2 17 (N) PRE -BROWSE BOARD UNDER SEPARATE PERMIT SEE DETAIL 2/SD2 ! J L 3 { 1B (N) DRIVE-THRU GATEWAY PRIMNiY UNDER SEPARATE PERMIT SEE SIGN (N) CDD WITH LOOP DETECTORS, FOR DETAILS E i I O20 (N) COD WITH LOOP DETECTORS. UNDER SEPARATE PERMIT SEE SIGN PACIUGECE FOR FOR DETAILS pIN N is I 21 (N) GUARD RAL/HANDRAIL SEE DETAILS 5/ASI B. 10 ! 11/SDI. • N Z b lj' ( QE)(E) CONCRETE CURB TO REMAIN; SEE CIVIL DRAWINGS (N) (N) PAVEMENT MARKINGS APPLIED AS SHOWN SEE DETAILS 15, 17 ! 1B/SDI pfit be --/ (N) ACCESSIBLE PEDESTRIAN RAMP, SEE CIVIL GRAWNGS. _7jyl�BrA _ I 25 LEVEL LANDING 25 MAX SLOPE IN ALL DIRECTIONS 0 O 8 ' 2fi NOT USED. 27 C� I (N) WHEEL STOP SEE DETAIL 7/501 (E) DOVE TNRU TO REYAFI Q E [a�11 CC et oil >9 (E) LANDSCAPE TO BE REFRESHED. SEE UNOSCARE DRAWINGS FOR DETAILS ) \ 17 1 I 1 � 1 - - - - - - - - - - - - - - - - - - ( I I I 1 I I I I I 1 I /t \ , „ ` PLAN LEGEND � CIt . CENTER UNE P.OL PONT OF CURVATURE ~ (E) . COLUMN I%STINNC R•O W. RIGHTOFWAY C� F.O,C. . FAQALOF CURB SHT. SHEET Z N F.O.S. FACE OF SND SM. - SIMILAR ]5 F.Q.F. . FACE OF FOUNDATION >w• TYPICAL '� p E (N . NEW FSE - FINISH SUB ELEVATION d [] DI R —__—_-- - - .(E) CONCRETE CURBw muj V PROPERTY UNE [AU Y ---'�---0 ACCESSIBLE PATH OF TRAVEL 0 W Q '20- (N) CONCRETE CURB 2 F Q Q 0V w R ccc D (N) CONCRETE PAYING J Z y O O= (N) LANDSCAPE EAJ IO 0_ �1 ENLARGED SITE PLAN (P AAl N TED TEARROMS PER DETAIL B/501 ' SP2 �2 3/I6• _ r -D NORTH I ® ® [N) DRIVE IHRU STOPPING PER DETAIL 7/SDI (DAMMED +[CCDM MITEWIERMwnaK SYYBO. W NOTE: ACCESSIO41TY ON NUC BAOKCROUNO. NAVE NUM t0W COMPANY ANO m EXMNIOR FACE OF BUILDING PCOLOR 015090 W STANDARD 5630, HONE NOF NUMMM LOCAL SIGN SHALL NCLUDE '1/BIW FINE +• SEE STE PLAN YA„ J^SMCTM. FILL IN BLANK SPACES AS A PERMANENT PART :x50' BELOW ISA PER 2013 CBC I1< MOM dMI IM HIM OF SON � 1. YELLOW PAINT IS USED FOR ALL DRIVE-THRU MARKINGS 2. THE WORDS 'DRIVE THRU' AND THE CIRCLE ARROW ARE PLACED AT ALL ENTRANCES TO THE 1 1/2' OA A53 GRADE B STEEL PIPE PERM tMI RETLCCTOB2ED y// B m SS"VBC` 1�'' LOT APPRO%, 2a'_R^ TO 3W-0' FROM THE CIMS OR SIOC'WALKHANDRAIL 3. W WORDS 'MVE WU' 90" BE CENTERED IN THE DRIVEWAY FOR ONE WAY IRAFFIC (ON RE INWSS SM OF THE .11 AISLE IF MERE IS IWO WAY TRAFFIC) SET INTO C'ONG PIER - VERTICAL SPACED AT 6'-L• O.C. MAX - SEE SITE PLAN FOR GUARD RAIL LENGTH � CO'�I,l �� 11.1e a s L � 4. THE CIRCLE DIRECTIONAL ARROW SHOULD BE CENTERED ABOVE RIE WORD -DRIVE' APPROXIMATELY S'-0' INTO THE PARKING LOT. ^ VAN Acas9TRE s'a yt 19 q S. r FIVE OR DIRECTIONAL ARROW SHOULD BE SPACED EVERY 40rINE D VE 6HRU. y� fi. IF FIVE OR MORE ARROWS ARE NEEDED 70 DIRECT CARS TO THE OKK-nIRU, PLAN 11$ D R I U E = THANK CORRECT PLACEMENT OF THE ARROWS TO INCLUDE THE APPLICATION Or THE WORD 4AIK an I d 1/2.0 STL B RAILS 4 1/2'R STL BARB O 4' O.G MAX FAIIOIL ORT 6 d ' MTH AN ARROW CENTERED ABOVE THE WORD 'DRIA', POEN TED TO THE DFd9d+ PONT 7. THE OOUBLE-HEADED ARROW FOR A SPE-BY-SICE DRIVE-THRU SHOULD BE POSITIONED TO T H R U a YOU DIRECT TRAFFIC TO EITHER LANE, AS CARS APPROACH TO THE ISLAND. EACH ARROW MUST BE CUSTOMIZED TO FIT THE LANE CONFIGURATION. W Ir — I I I I I aY DIA % 18' DEEP GONG PIER Il J LNOTE: PREPARE A PAINT METAL RAIL B 1750 Ki MN AF,G O PAa1U1G �y ':Ci. SPACE OR IF A WALK IS % A BETKEN SPACE AND 90TH § TNEM 60' .NOK A 1.0 or wAK ^ a a n C r PER SPECIFICATIONS- COLOR: I� BENJAMIN MOORE 'SHADOW GRAY 21x5-40' OR EDUAL FIN 2'A PAINTED GKV, 17 PAVEMENT BRANDING �1 GUARD RAIL DETAIL - PPE %CROWWNNED �nNG 9,014 NOT USED N V'i V0 40 '� 8 o o ml 1/2" = 1'-p' 501 NI5 NOTE [0 EQ FOR USE ONLY IN N "ON -PEDESTRIAN AREAS 541 _ a i L 4 .A TRAFFIC S A ANF MARNINC APPLY 2 LQA}5 OF dIIORINAIEO RU90Ep-VIAE TRAFFIC -LAPS MARIUNO PAINT OVER CLEARED RAWNG SURFACE ACCORDING RKI TO HINT C SNDYRN R ME 91E 4' GONG SLAB SEE CIVILDINGS. P 1/x' OD OU. EL ,5] WAGE BSTEEL ACCE&SBLE AND VAN VERIFY BLL SIGNAGE. VERIFY LOC. PER SITE PLAN n 1'-6' SEE CONCRETE KNEEL STOP, SEE T T STRIPES —PAINT STRIPES WHILE alai RUMOR x63 SERIES BAF[ R,�, „CTUREYSIAL� GRE, MAIUPAERRER'$ SPECS 3 4 ST 5R % 1/8' WALL 9L 0' O] _ d ';S 2$ VI w$ j PLAN. PAINT MITE OR AS REQUIRED BY dr+ CODE- PPE J BTL TUBE fJ i J I � SET HANDBILLS INTO Vr PANT OOR" SUE PER CBC FIB -50x.3.] TYTNCAL SYMBOL. 3'-0• 5 °, .� U 1 C _ ? C A CONC. PIER d GROUT so. PANT METE ON 30 3/8' «'1 N FEDERAL STANDARD BLUE,11 COLOR /15010 W FEDERAL 1' 1• 3/a- STL ANCHOR PLATE '7 AS' I "Ir O I 6. OR VARIES ./ CURB RAMP I STANKI WHITE ID SOSb, ./ WHITE R ^ CO EQ 12' PAINTED 'NO PARKING' W/ (2) B/160d-aF-' - 1 I I 1 7/16• DIA. HOLES FOR 3/6- /• 4' A• a' 3•-0' AC PAVING OR CONC. PAVING SEE CIVIL DWG&. NOTES: 1'-12' SLEEVE FILL AROUND SEE CML DINGS FOR ^/ WHITE LETTERS oI W -Or i E 5'-0' TOIL NON -VAN %AN HI , REBAR (BY INSTALLER) U 1-1/2' S0. % 11 GA. j � jL E 4• FOOTING INFO. NBE W/ POUR STONE NON -SHRINK GROUT ACCESSIBLE tx' OA Ty OA WALL TUBE gljL ALL STALLS TO CONFORM TO ACCESSIBLEC yy = � 8 c GUARD RAIL DETAIL �� VAN ACCESSIBLE PARKING Q_ BIKE RACK E N � ° z TB PAVEMENT ARROWS O m v_'db } 5pT I/z . r -o $GRT N.rs m+ 3/+ • r -p sDl NT$ OO N f;.6a�g [A5 7 I/x' OD, (MAX) WADE AE SRR PmE HANDRAIL PRIMEAMP A40 FLARES 94ALL BE SLP PANT WRESISTANT AD CONTRASTING MISIO FROM MATCH COLOROSIDEWALK M/ xOE%TENSION TOP A BOT. RAMP SHALL LIC IN SINGLE SLOPE PLANE W/ N RAMP WIN, SURACE WARPING AND CROSS SOPC G RAW 1,00NG SHALL HAVE A CROSS SLOPE OF X-0' PRECAST CONCRETE WHEEL TOP TB' DI—/16' W/EDEO STEEL TOP. FILL I ORC. A PANT PER M�ORAID5 C �I M G' =V YE'IYY b Accessible Accessible Entrance Entrance 0. I _,. xIL MSI+. W ALL DIRECTIONS tx' SEE PLAN fY 11 CONCRETE PAVWQ DRILL 1I HOLES AS REDUUa IDID FOR �""" /3 RE LED $ T/x' FDAu WRAP WM SEALANT FINISH WADE I y ONUS i¢S a < E u F5 5 E a YA% o.G . VAR ® START AT IEVEl INTO COMP , / GIVE INTO COMPACTED S OCRADE TWO PER MFEL E i O 1y LANDING STMT At STIR .,.. w, NOTES 1. ALL PAINT MARKINGS TO BE APPLIED TO ASPHALT WHEN OUTDOOR TEMPERATURE EXCEEDS MIN LEVEL UVaWG ,y 5, T—> I „ IL 1 I AGWECAtE BASE, I INHERE OCCURS I 1 o d II ASD FELT +B' MINIMUM PAINTED y,N, 11 r 9 I BUv sNLEr 2. ALL PARKING STALL MARKINGS SHALL BE WHITE. : LI'+ iti ff 352 4 1/2f1 x 41/2f1 353 41/2f) X 4 1/2 PAINTED YELLOW, 0.UpING'DRIVE THRU','ENTER'. 3. ALL DRIVE OMU IJARK#65 SHALL SE PAIN 'THANK YOU` ALL DPKCRDNM ARROWS AND DRIVE Of LAME MARKINGS ~�-. 11 ... ... 4. DRIVE TIM PAINT SHALL CONTAIN CLASS CRYSTALS FOR ILLUMINATION. _ '`-�_ jj COMPACTED SUBORADE 18'6 CONCRETE FOOTING CLEAR DECALS BLUE TYPE f 5. CONTACT.'` 'PAVEMENT SRNDL COMPANY"LJ ' ` - P.D. BOX 9157$5 LONGWOOD. FLORIDA, 32791 PHONE: T -BOD -2b-3317 SE! HANDRAILS 3Y.12_ SLEEVE FILL 6' 6• 6' FAX 407-339-9342 PILO A COMO. AROUND TUBE W/ POUR PEER A GROUT STONE NON -SHRINK GROUT 9 ASSISTANCE SIGNAGE —DIRECTIONAL 3 DIRECTIONAL ARROWS TEMPLATES 11 HANDRAIL DETAIL X71 WHEEL STOP DETAIL 6" DIA. GUARD POST S y c I $11 _ SPI NTS mi I/2' - 1'-0• m1 T 1/2• = i-0• ml 3/1"-1'-0• W/ FOAM WRAP T#ti s m IDS 9110MW W NN,1110 Cash window wnare there wJl uc%epad and pencT IDT M M6mn610 u6D (NEED PICTURE) 0150110 (PAIcttIBuTDShTOa, l- arN` Y •. Go •_ ' P.,Nm.APa: Hewing rn Ii =�and bmtROmndcl Awiabse At This Window .Em .; m �m V FEE6k a and om B Iri c, Q Lal( uEft Of Q. P Afe ,. 0 u M W 930 ....... 6"x6" Inc �e a0 •,-.-.rr�l.:.,,.., wiwi.r° a w° N°T 5lon nw x no EASE ASN AT 4l Sign Type # 778 ODIC sg o Z 4 o Or a k vW—i g SDS ��� ASSISTANCE SIGNAGE —ENTRANCE ("'tom, ASSISTANCE SIGNAGE 7 ASSISTANCE SIGNAGE (�� ASSISTANCE SIGNAGE �� ASSISTANCE SIGNAGE U K 58.0' NOTES: HEAVY ]" HEX FOP NUT (GALVANIZED), bi `b Y, m OP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE 2 PLS ELECTRICAL: FIRST CIRCUIT: 120/1/60, 15 AMP NOTES: PIER DEPTHS REQUIRED ARE MINIMUMS. ALL PIERS TO EXTEND TO FROST DEPTH CANNOT ACCUMULATE ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS SECOND CIRCUIT: 120/1/60, 10 AS DETERMINED BY LOCK JUFDSDCTIDN. TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE, AN ASSEMBLY FROM THE ENCLOSURE MANUFACTURER 2`X2.1({• PLATES ThnnA vau Nor YourPMer. AMP . MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE 100 PSF/FT OF DEPTH CENTER OF (GKVAIdZED), 2 PLS �• Please SHIP WEIGHT TBD LBS. (z2) ALL REIHFORCiNG STEEL BY GENERAL CONTRACTOR. ,•-B , 2• BOLT PATTERN / C W Proceed# MEDIA PLAYER: CD TES B'wNEX LR7G NUT I to theSCREEN AREA 20 SO FT 1 1 (GALVANIZED) tj t5 d r--21 •�'* r � next OPE TOP TD SHED WATER---�--aNHSMED S window. GRADE ' r rZ I}VO1 DIPED..' `i 4 1/2' T fOUNON�Tt� N b� ZED a El AN RODS .o -O (REF I II Ii -I- I ( o b -I I-- •I d • No15TURBEO SOIL \� a• 4•CENTER OF h IXY T PATTERN I 1 O .o A. •) 3' DANCHOR RODS 1 PLATE 01 /NNO. 'X2*4" STEEL PLATE 3 TIES, 10" C CHEADED / l d l ANCHOR BOLT PATTERN 2k2�t}• PLATE ROD CL3� VT C -INE FTX.LOWWW' CODES WERE USED IN DISICN; -ALL i0DnN05 SHµl BEAR ON FIRM UNDISTURBED %- L PPE SECTION: ASTM A53 OR A252 TYPE E GRADE -CDC 2D16 RESIDUAL SOIL ANO/OR ENOIRE EIEO EARTH FILL. COMA MOS (fy-35 MSI) J IN TOP 5 INCHES) -ASCE 7-10 TO 46X OF ITS AVtWUM DRY OENST' AS PER ASTM O -1155 ROUND SECTION. ASTM A500 GRADE 6 (f7- 42 MIDI) D BY GENERAL m -ACI JTR-14 dU_70 (STANDARD PROCTOR) UNLESS NOTED OTHERWISE -HSS SOLIARE/RECTANGULAR SECTORS- ASTM ASOO GRADE CONTRACTOR). j ";� a -ASC 360-10 & AISC 341-10 -ALL PIERS TO EXTEND TO FROST DEPTH AS DETEWAMNED -AWS Dl.I BY JURTSKIIOM R=6 46 DISI) ASTM r1554 4 NOTES: �y Vj LDCK -WIND SPEED 110 MPH (UL IMATE WINO SPEED) -TOP OF PIERS SMALL DE SLOPED SUCH THAT MOSTURE -EXPOSURE C CANNOT ACCUMULATE -HCADEO ANCHOR RODS OR 55, AN ACCEPTABLE ALTERNATIVE IS ASTM r1354 CR 55, 51 WHEN THE EMBEDDED OND OF TATE ROD 15 THREADED ANO THE TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE ANCHOR RODS, NUTS, AND WASHERS SHALT. BE SHIPPED AS SI � T U -SEIWIC DESIGN: -MINIMUM CONCRETE STRCNOTH (F'C-3,000 PSI) SHALL NUT TACH WELDED PROR TO CALVAW2ATION. AN ASSEMBLY FROM THE ENCLOSURE MANUFACTURER -S4 - 0-655 SI - 0.303 CONFORM WITH MCOONALD'S CAST-IN-PLACE CONCRETE -SEA . 0.557 SEI - 0.352 SPECAFCAT*kS SECTION 2.13-A SEISMIC DESIGN CATEGORY 0 _USE OF ADMIXTURES SHALL CONFORM i0 4CDONALO'S -STEEL ANGLES. CHANNELS, STRUCTURAL SHAPE$ AND PATES: ASTM AM -REINFORCEMENT: ASTM A643 GRADE 60- BY GENERAL • (6) /6 BARS )CONTRACTOR. DO NOT CUT ANCHOR BOLTS AFTER RASTALUTION OF POLE ELECTRICAL P CONDUITS FED THROUGH HOLE RM BASE PUTS U 3 0 d i -DESIGN LOADS DENIED FROM THESE CODES ANO FORCES CAST-W-PNCC CONCRETE SPEC•FIGIION SECTION 2.6 CONTRACTOR ,>Y BY GENERAL NUTS D 0 -SWEAR le� � -NR ENTERTAINMENT SHALL CONFORM WITH YCDONALD'$ Ab&%AHEAVY HEX d HOG (2 PLS) 2 CA57-IN-PLACE CONCRETE SPECFlGTIONS 2.6-A ANO -MOMENT- 4.241 K-FT 2.13-A -WA9•ERST %644 AU6 -USE AS A153 CLASS C Of DIPPED GALVANIZED BOLTS 'PLATE N -ALL FOOTING EXCAVATIONS ARE TO BE CLEAR OF WATER -WATER CONTENT RATIO S,IALL CONFORM f0 NCDOHALD'S AND FASTONERS. . A , E FOUNDATION AND MATTER BEFORE PINGING CONCRETE GS7-W-PLACE CONCRETE SPECIFICATIONS SECTION 2-13•-A -ANCHOR RODS, NUTS. AND WASHERS SHALL BE SHIPPED I M ALLOWABLE LATERAL SOL BEARING PRESSURE OF _MIHFOREIGN 106 -FOUNDATION CONCRETE To BE TESTED PER MCOONAID'S AS AN ASSEMBLY FROM THE SKIN UCNiWc MANUF.r[fT/PSR _NO FIELD HEATING TO 8EN0 SrE SWILL M ALIGNED d \ n LEVELING PLATE ^511'E SOIL CONDITIONS TO BE CONFIRMED BY CAST-VN-PLACE CONCRETE SPECIFICATIONS SECTION 3.14 GEOTECHNICAL ENGINEER, IF ASSUMED SOIL CONORAGNS ARC -PROVIDE A WAW W J' OF CONCRETE COVER OVER ALL WITHOUT ENGINEER'S APPROVAL POLE d "NU7 HDG NOPRESENT, IOUNM710N SMHALI DE DESIGNED BY A EMBEDDED STEEL IN TO ACCOUNT -REINFORCEMENT PACEMENr SHAL CONFORM TD -0* HOT CUT ANCHOR ROOS AFTER INSTALLATION OF -AFTER Ar EXPOSED STEEL SMALL SI - _ i>s 5 P8 EN, EL OCTENS{D STRUCTURAL ENGINEER INNING WaM ACTUAL SITE SOL CONDITIONS MCOONALD'S CAS -m-PLACE CONCRETE SHN:CFHCA/10N5 pA1NiED WAN AN ENAMEL PMR TO 1NH1611 CORROSION CONTRACTOR -AHI RECO WIELDING SHALL FIRST BE VtWEO BV J" COVER � U b -TOP 6' OF SOIL NEGLECTED IN EMBEDMENT OEPTI1 SECTWNS 3.2 h 3,5 PERFORMED BY GENERAL -ANCHOR RODS TO BE SET IN ACCORDANCE WIM RISC ENCWEpt AND PEArOWM[D IN ACCORDANCE MAIM AWS 01.1 1 Jaya CALCULATIONS (EMBEDMENT DEPTHS SHOWN ARE FROM RRApCE) CODE Of PLACESTANDARD ES ON CONE CEL[CTRIGL CONTRACTOR TO PROdOE RROIRW"ON ON -Do NOT LRE CONCRETE -REFER TO SHIN YANUFAGTURCR DRAWINGS AND INSTRUCTIONS ROTI AOORMINK INFORMAtKW 2' D�6SgE'G A FOUNDATION (c; 1 C O N N E C T I O N DETAILS _. YY _ L y3 ._ P3•x CONDUIT AND ELECTRICAL KOIAREMENTS HAS CURED PER WC.00NALD'S CASTE- SPECIFICATION SECTION S.tI-C Bey _� 6 COb� 1 MENU BOARD �° a SCALE: NrS N f1,p,s"sj .-jt S4aSc�G�S 28' } V(6 1611 NOTES: HEAVY >I• HEX Ji.1;11 26.6' TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE ITOP NU7 (GALVANIZED), _ d5 L ELECTRICAL: FIRST CIRCUIT: 120/1/60, 15 AMP NOTES: • PER DEPTHS REQUIRED ARE MINIMUMS. ALL PIERS TO EXTEND TO FROST CANNOT ACCUMULATE ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS _-2 PLS A ° y O SECOND CIRCUIT: 120/1/60. 10 DEPTH AS DETERMINED BY LOCK JURISDICTION. AN ASSEMBLY FROM THE ENCLOSURE MANUFACTURER Q $$- Z'YYY tti($ �� AMP • TOP OF PIERS SHALL BE SLOPED SUCH T14AT MOISTURE CANNOT ACCUMULATE. >i• WASHERS 8W. SHIP WEIGHT: TBD LBS. • MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE 100 PSF/FT OF DEPTH CENTER OF BGLT PATTERN I (GALVANI2EO). 2 PLS 8 888 5y _ (X2) ALL REINFORCING STEEL BY GENERAL CONTRACTOR. I'-B 1/2" 3✓<S 1 ° 6 _ MEDIA PLAYER: CDATES ! -� f SCREEN AREA: 10 50 R SLOPE TOP TO SHED WATER A. (��ZE0 x �i X b L I INTSHEO GRADE Ir-X 4 1/2•/ T/ rDUNDAUON T/1 I 'NAI HOT DIPPEO 5 1 p I LVANLZED ANCHOR RODS r I ND15TUR8E1D SOIL 4CENTER OF BOLT PATTERN d PLATE 4) >?• DTA ANCHOR RODS O, 2-12-4- PLATE • + 'X2'4' STEEL PLATE ANCHOR BOLT PATTERN DED RDD g 7E C GENEB& MOTES CONCRETE, idm: -THE FOLLOWING CODES WERE USED IN DE%N: -ADL TOOTRIGS SHALL BEM ON FIRM UNDISTURBED STEEL PIPE SECTION: ASTM A53 OR A252 TYPE E GRADE d 4 m -C� 2016RES,OUAL SOIL AND/OR ENCIMMREO EARTH FILL COMPACTED B (Fy-35 X-M) -ASL[ 7- 10 TO 48% OF ITS TAAMMIAM My DENSITY AS PER ASTM 0 -HSS ROUND SECTON: ASTM ASOO GRADE B (fy- 42 KSI) e o N0. 3 TIES, 10' C/C -ACD 316-14 696-70 PROCTOR]] UNLESS NOTED OTHERIUSE -RISC 360-10 A NSC 341-10 -ALL A TO EXTEND TO FR051 DEPTH AS DETERMINED -•1455 SO ARE/RECTANODUR SECTIONS: ASTM A500 GRADE S (Fy- 46 KSI) (3 IN TOP 5 INCHES) NOTES: Si -AWS DI,, By LOCAL JURISDICTION -HEADED ANCHOR RODS ASTM 1`1554 OR 55, AN • e • SUPPLIED BY GENERA TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE -WINO SPEED 110 MPH (ULTIMATE WIND SPEED) -TOP OF PIERS SHALL BE SLOPED SUCH THAT YOSTUAE ACCEPTABLE ALTERNATNE 15 ASTM F1554 CR 53. SI WHEN n CONTRACTOR). CANNOT ACCUMULATE -EXPOSURE C CANNOT ACCUMULATE -SESAIIC DESAW -MINIMUM CONCRETE STRENGTH (r'C.3.000 PSI) SMALL 51 0.303 THE EMBEDDED ENO OF THE ROD IS TRREADEO AND THE NUT TACK WELDED PRIOR TO GALVANIZATION, ANGLES. CHANNELS. SHAPES d (6) I(6 BARS ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE ENCLOSURE MANUFACTURER CUT POLE ELECIRCK CONDUITS FED THROUGH HOLE IN BARE PLATE -SA - 0.655 - CONFORM WITH MCOONALWS CAST-W-PLACE CONCRETE -SdA - 0.557 SEI - 0.362 SKC(FXArIONS SECTION 2.13-A -STEEL STRUCTURAL AND PLATES; A51M A36 E0. SPACED) SUPPLIED DO NOT ANCHOR BOLTS AFTER INSTALLATION OF �• NUTS m yyII Gi SEMATIC DESIGN CATEGORY 0 -USE OF A9YpRUR£s SHALL CONFORM TO MCDONALO'S -DESIGN 10AO5 DENIED FROM TIHFSE CODES AND fORCCS EAST-IN-PLACE CONCRETE SPECIFICATION SECTION 2.6 -REINFORCEMENT: ASTM A615 GRADE 60- BY GENERAL CONTRACTOR d BY GENERAL CONTRACTOR. ,WG (2 PLS) C,4 01 -A�- 3'50 LAS -AIR ENTERTAINMENT SMALL CONFORM VAIN MCDONALO'S -SMEAR- $17 LDS CLSF-W-PLACE CONCRETE SPECIFICATIONS 2A-A AND -NUTS ASTM A563A HEAW HEX -WASHERS: ASTM F644 A35 n FLAT WASHER HDC pQ ` -WDKW- 2.482 K-FT 2.15-A -USE ASTM A153 CLASS C Or DIPPED GALVANIZED BOLTS ONCRETE FOUNDATION J -Alt FOOTING EXCAVATIONS ARE TO BE CLEM OF WATER -WATER CONTENT RATIO SMALL CONFORM TO AICOOI/ALD'S AND FOREIGN MATTER BEFORE PLACING CONCI I CAST-W-PLACE CONCRETE SPEpflG1IONS SEC11pN 2.TS-Auj FAStENERS. -ANCHOR FASTENERS NU15, ANp WU4HCR5 3HAl.l 8E SNIPED "FLAT 0 ma U -MINIMUM ALLOWABLE LATERAL SOL BEARING PRESSURE OF -FOUNDATION CONCRETE TO BE TESTED PER AS AN ASSEMBLY AY FROM TILL SIp1/L SHALL WASHER HDC U Y 100 PSF/iT {%2j SECTION -SITE SOIL CUTIONS TO BE CONFORMED BY CAST-W-PLACE CONCRETE SPV0'IGTTO1T $EL110N 3.14 BE ALLOWED %TEND HEATING TO BENp STf£L SHALL BE KlD7lE0 "'MOOT ENCNEER'S APPRWAL d+ • •NUT W GEOTECHNICAL ENGINEER. R ASSUMEO SOL CONDITIONS ARE _R`OVIOE A MINIMUM 3' OF CONCRETE COVER LMR ALL -DD NOT CUT ANCHOR 8065 ITER INSTALLATION OF POLE HDG NOF PRESENT', FO{yN0A7ION SHALL BC DESIGNED 8Y A EMBEODED STEEL UCEN46D STRUCTURAL ENGINEER TMONG IN TO ACCOUNT -REINFORCEMENT PACCMENT SMALL CONFORM TO ACTUAL SITE 500. CONDITIONS MCDORALO'S CAST-M-PACE CONCRETE SPECIr1GBONS 'AFTER MATH AN EN, EL AUNTEXPOTO STEEL SHALLORB BE -AMI Ftp yWE1.ONO SMALL FiR5f BE VFNREDBY - I . I- I i V W -TOP 6' Or SOL NEGLECTED W EMBEOMENi DEPTH SECiRONS ].2 t 3.5 PERFORMED BY W'E AL CONTRACTOR 'HOWER AND PERFORMED LN ACCORDANCE WITH AWS 01.1 3' COVER,? ,jl I -' F O Z CALC.UARONS (EMBEDMENT DEPTHS SHOWN NTE IRON -ANCHOR TAN TO BE SET W ACCOROMILE W11N RISC LOGE W STANDARD PRACTICE -REFER TO SIGN NA,UEACjUgER DRAWINGS ANO FOR AOOT10NK I O I GRADE RTfAL r0 PROVIDE WrORWnoN ON -00 NOT PLACE POLES ON CONCRETE U11M CONCRETE WSTRUCiQNS INFORMATION 2' OlA A FOUNDATION C CONNECTION DETAILS IO 4 R CONTRACTOR HAS GLARED PER MACOOHKD'S CAST-W-PACE CONCRETE COMOAti AND ELECTRICAL REIXPREMEN,S [2 SPECIFICATION SCCUON 3.11-E l 1 ] PRE—BROWSE BOARD g SD2 oon.) SCALE: NTS EXISTING PLANT LEGEND r�,LrA'w Zn 14wV` SYMBOLHEWMT pClA1CCAl NAAIF CN -E +Rene —` Ee' ACER RIIBRIIM SCARLET �, SCARLETSENTINEL' MAPLE —` Ee' FRNNNUS PENMYLVANICA GMW ASH EB• —T -LIS ACERIROUA-VARVI V LoNWN nAle eE oo `P�— A� lVd 04TR- eTRAYAERRr '�— s' 'COMPACTA' Mtt �� fR/Q TREE EO REWN VARR`-fiAIUAT r AWPANM A ARRICANUS'1LL&IS' mvw C ! Me—VEDETA A1'1RT�ffe aTREEPLANTING HEIGHT NAME WATER RATING NAME LILY T PITTOSPOAU MIIIRA oo `P�— 93 N ELERN BOUTELOUA GRACILIS L r PNORMIUM TENAx 29AUIM t VARR`-fiAIUAT a - r PHOIIMA FRASERI FRAMM PNDTNkA " ]e' _ 6URYOPO xR/N[lMw DYYP Euavovs SITE PFATIAIEB BOULDERS -FlELD VERIFY LOCATIONS REMOVE (E) COBBLE AND BENDERBOARD IN SWALES AND ADD GRASSES, TYP, I REMOVE (E) ROSES AND REPLACE WITH DROUGHT TOLERANT GROUNDCOVER - /•� l I ADD DRAINROCK AT CURB CUTS TO / SWALES, TYP. I / 1 t f TOP DRESS ALL AREAS WITH WOOD MULCH, TYP. r (E) TREES AND SHRUBS TO REMAIN SHOWN IN I GREY- PRESERVE AND PROTECT IN PLACE, TYP. r PRELIMINARY PLANTING PLAN �f. v.Vt WATER CONSERVATION CONCEPT LOW FLOW DRIP SHALL BE INSTALLED IN ALL PLANTERS, UTILIZING EXISTING DRIP VALVES, PIPING AND SLEEVES AS POSSIBLE. ALL NEW PLANTS ARE GROUPED INTO "HYDROZONES" AND IRRIGATED SEPARATELY FROM THOSE WITH DIFFERENT WATER REQUIREMENTS. IRRIGATION SYSTEM SHALL BE EQUIPPED WITH A WEATHER TRACK CONTROLLER CAPABLE OF DUAL PROGRAMMING. FLOW SENSOR LEAK DETECTION AND AUTOMATIC SHUT-OFF TO BE PROVIDED AT POC. CAMPSIS RADICANS CAREX TUMULICOLA RHAMNUS CALIFORNICA 'EVE CASE' ACER RUBRUM MYOPORUM PARVIFOLIUM HELICTOTRICHON NANDINA DOMESTICA SEMPERVIRENS 'FIREPOWER' PLANT DROUGHT TOLERANT ACCENT PLANTS BETWEEN (E) BOULDERS FOR INTEREST AT CORNER - PLANT BARE AREAS WITH DROUGHT TOLERANT GROUNDCOVER, TYP. _ COIR MATTING TO BE PLACED ON DISTURBED SLOPES 3:1 OR GREATER, WITH WALK-ON LOCK IN WOOD MULCH ADD SCREENING SHRUBS TO FILL IN BETWEEN (E) EVERGREEN PERENNIALS REMOVE (E) POTS FROM TOP OF WALL. LEGEND 5 GAL. 21 - RHAMNUS CALIFORNICA L BOL SIZE QTY. MATURE BOTANICAL WUCOLS* COMMON aTREEPLANTING HEIGHT NAME WATER RATING NAME FLEABANE r ® SH.L,M 93 >• BOUTELOUA GRACILIS L >:• 7s rRell ldN.MOIXRAm Ci m 3Dl 'BLONDE AMBITION' a ACER RUBRUM 15 GAL. 2 30' M SCARLET MAPLE 'SCARLET 77 2' S GRy K SENTINEL' 10 18" V O TO MATCH EXISTING 25 3' DIETES IRIDKNDES L Y�y�i`fi3 n w• C RIM SHRUBS AND PERENNIALS 5 3' HEUCTOTRICHON L ** GROUND COVERS TO EXTEND UNDER SHRUBS AND TREES WHICH IS NOT SHOWN PHORMIUM TENAX ERIGERON KARVINSKIANUS PRESERVE AND PROTECT IN PLACE ALL (E) ONSITE AND OFFSITE TREES H r� - ADD (2) NEW PARKING LOT TREES FOR SHADE LINEAR ROOT BARRIER _10 20 40 - If -480 PLASTIC BOX BSECIFIED.� RR ERS.E SCALE: 12E1•0' NORTH 5 GAL. 3 16 CAMPSIS RADICANS FLAVA L ** GROUNDCOVERS/MASS PLANTINGS EVE CASE COFFEEBERY BLONDE AMBITION BLUE GRAMA GRASS BERKELEY SEDGE 5 GAL. 21 4' RHAMNUS CALIFORNICA L lug say FLEABANE 'EVE CASE' ® 1 GAL. 93 3' BOUTELOUA GRACILIS L m BLUE OAT GRASS Ci m DWARF HEAVENLY BAMBOO 'BLONDE AMBITION' a 1 GAL. 77 2' CAREXTUMULICOLA L O 1 GAL. 10 18" ERIGERON KARVINSKIANUS L O 5 GAL, 25 3' DIETES IRIDKNDES L Y�y�i`fi3 'JOHN'S RUNNER' O 1 GAL. 5 3' HEUCTOTRICHON L ** GROUND COVERS TO EXTEND UNDER SHRUBS AND TREES WHICH IS NOT SHOWN �Sa ON THE PLAN DUE TO LEGIBILITY CONTRACTOR TO INCLUDE SUFFICIENT PLANTS TO SEMPERVIRENS O 5 GAL. 29 3' NANDINA DOMESTICA L F "fill 6 j� GENERAL NOTES 1. ALL PLANTING AREAS SHALL HAVE A 2" LAYER OF ORGANIC COMPOST 'FIREPOWER' 5 GAL, 2 7' PHORMIUM TENAX L (MINIMUM) DEEP LAYER OF 3/4" MINUS WOOD CHIP MULCH. a " VARIEGATUM' VINES A} tr ELEMENTS NOT IDENTIFIED ON THIS PLAN. 5 GAL. 3 16 CAMPSIS RADICANS FLAVA L ** GROUNDCOVERS/MASS PLANTINGS EVE CASE COFFEEBERY BLONDE AMBITION BLUE GRAMA GRASS BERKELEY SEDGE - 1 GAL. 3,442 MYOPORUM - 6" L WHITE MYOPORUM P lug say FLEABANE ti ' SITE FEATURES -TYPICAL on & Ea .- FORTNIGHT LILY n 1. ■ SHOWN PLANTED VOR LESS FROM CURBS, BUILDINGS, OR m BLUE OAT GRASS Ci m DWARF HEAVENLY BAMBOO Lp > d AVAILABLE FROM HOWARD WIRE CLOTH COMPANY, N a NEW ZEALAND FLAX U PANEL FROM DEEP ROOT OR EQUAL a E a � o YELLOW TRUMPET VINE -f,- - - 1 GAL. 3,442 MYOPORUM - 6" L WHITE MYOPORUM '- 30" OC S.F- PARVIFOLIUM lug say w SITE FEATURES -TYPICAL J ERRi 555 J ii�.�F p NOT ROOT BARRIER: INSTALL AT TREES (EXCEPT PALMS) �xilxx SHOWN PLANTED VOR LESS FROM CURBS, BUILDINGS, OR o PAVEMENT. USE COPPER MESH 16.011 COPPER u AVAILABLE FROM HOWARD WIRE CLOTH COMPANY, N HAYWARD CA (510)8874787, OR 24" LINEAR PLASTIC PANEL FROM DEEP ROOT OR EQUAL ------_I NOT COIR MAT EROSION CONTROL ON DISTURBED SLOPES H $ SHOWN 3:1 OR GREATER. -f,- Y�y�i`fi3 LANDSCAPED AREA: 12,330 S.F. Qi' y _ ** GROUND COVERS TO EXTEND UNDER SHRUBS AND TREES WHICH IS NOT SHOWN �Sa ON THE PLAN DUE TO LEGIBILITY CONTRACTOR TO INCLUDE SUFFICIENT PLANTS TO ff C ! g S3 ACCOMPLISH THE SPACING SHOWN IN SHRUB BEDS TO WITHIN T OF EACH PLANTED X SHRUB F "fill 6 j� GENERAL NOTES 1. ALL PLANTING AREAS SHALL HAVE A 2" LAYER OF ORGANIC COMPOST ROTOTILLED TO A DEPTH OF 4", THEN COVERED WITH RECYCLED PAPER AS A w BIODEGRADABLE WEED SUPPRESSANT AND TOPDRESSED WITH A 3" (MINIMUM) DEEP LAYER OF 3/4" MINUS WOOD CHIP MULCH. a " 2. REFER TO ARCHITECTURAL AND CIVIL PLANS FOR DESCRIPTIONS OF A} tr ELEMENTS NOT IDENTIFIED ON THIS PLAN. 3. OBSERVE THE FOLLOWING MINIMUM SETBACK DISTANCES FOR TREE PLANTING: w P BETWEEN STREET TREES = 30 FT. DRIVEWAY CUTS AND FIRE HYDRANTS = 7 FT. UTILITY BOXES, MANHOLE AND OTHER UTILITY VAULTS, = 5 FT. TELEPHONE AND OTHER UTILITY POLES, GAS AND WATER S METER, AND MAINS z Q 4. ALL SURFACE AND SUB -SURFACE SWALES, DRAINAGE STRUCTURES AND 0- a PATTERNS SHALL BE MAINTAINED. L 5. A LICENSED LANDSCAPE MAINTENANCE CONTRACTOR WILL BE RETAINED TO zm rn r PERFORM ROUTINE MAINTENANCE DUTIES. G 6. LOCATIONS AND QUANTITIES OF EXISTING LANDSCAPE MATERIALS ARE QZ d m APPROXIMATE, 7. PLANTER SOIL SHALL BE AMENDED AS DESCRIBED BY A LABORATORY SOIL Q U Y w a ANALYSIS. ORGANIC COMPOST AND AMENDMENT TO BE USED. z LU a f y B. LANDSCAPE CONSTRUCTION WASTE TO BE RECYCLED PER LOCAL CODES _ :mJ w ! AND REQUIREMENTS. o Z 9. OBTAIN ALL MATERIALS LOCALLY (WITHIN 60 MILES) AS POSSIBLE. $ a EEE 10. EROSION CONTROL MATTING TO BE USED ON ALL SLOPES 3:1 AND GREATER. 11. EXISTING TREES TO REMAIN TO BE PROTECTED PER ISA CERTIFIED I ARBORIST AND/OR LOCAL TREE ORDINANCE. xL 2 tl A2.1 SHIM. Y „ g$ e i 8 g d O t + . AL � PLDININGCE of dlVXl t«uy " 1 I ( P O n I I F ' II 7 OB Is I n l $ a 1 1 N T II rn w rn Qz U 9 U >E o e ,3 4 a a I c z CNA tl? IJ A +I ��„ A A 11 .$ PLA70VACE 9 13 a ¢ 1D 2 A2 I 17 1I A2. u<i U a p$StS « ) .J @@ffhyy i a "a IT E dF mll $GUIjE�iT 1 i` y . DINING - 1010 B CERieS C II I /"LLLJJJ q g 3 a _ R C 5 4 0 , 11 .W 1 3R p g CASH CSLID1 ) FLOOR PLAN r -o- GENERAL NOTES 1. ALL DOOR CLOSER TO ALLOW Sibs MAX OPENING FORCE (TYP. OF ALL DOORS), OR REPLACE CLOSER WACN4021XIB (FOR EXT. ODORS) AND LCN-1461 (FOR RESTROOMS DOORS). DOOR CLOSING SPEED FROM 90 DEGREES OPEN, TO AN OPEN POSITION 12 DECREES FROM LATCH SHALL BE AT LEAST 5 SECONDS 2. S% OF (E) DINING AREA SEATS TO BE ACCESSIBLE w/ MON. KNEE SPACE 27-H 30-W . 19"D EACH ACCESSIBLE TABLE SHALL BE OESIGNATED ./ THE INTERNATIONAL SYMBOL OF ACCESSOUTY. (By OTHERS) 3. SEE 7/A3.0 FOR EXTERIOR WALL ASSEMBLY TYPES. 4. SEE EXTERIOR ELEVATIONS FOR WINDOW TYPES 5. SEE SITE PLAN FOR SIDEWALKS, RAMPS, ETC. 6. GC TO PROVIDE ADA SIGRACE PACKAGE AND INSTALL SIGNS AT LOCATIONS AND POS31IONS INDICATED IN PACKAGE OR AS REOUIREO BY LOCAL CODES. SIGNAGE PACKAGE SUPPLIED BY: FORREST KAMA-SIGN t-500-214-6765 9292 IST ST., BOX SBB rrw.,or.nlpermaAlpns.com NEW ROCHELLE. NY 10602 7. REFER TO CYR3 FOR ACCESSIBLE SEAMiC DETAILS 834 oo KEY NOTES 15 20 SCALE: 3/16•-1'-0" (N) SEATING BY DECOR. UNDER SEPARATE PERMIT i E ROVTOE RAISED CHARACTER & WNATEDEA. E7(IT DOOR WT14 AN OVERHEAD EXIT O g 11 EFINEO PLUMAILLE SIGN. MOUNT CENTERLINE OF SIGN 60• A.F.F. SEE DETAIL O (N) MODULAR COUNTER. SEE A4.1 AND OEM OWLS 3/A53 FOR TACTILE EXIS SIGNS STROD-TIE FOR ORAFTSTOP WHERE 12 OOWANT LOAD S1CH (TYP. OF 2) CONFIRM LOCATION WITH (N) WALL INFILL At (E) WINDOW OPENING li CONSTRUCTION MANAGER, STRUCT. MEMBEOR STUD SPANNING 13 OSER - LOS. WAX OPERATING PRESSURE AND SWEEP PERIOD FROM 90 DEGREES OPEN TO n4 (N) FINISHES AT SSBI, SEE DECOR DRAWINGS 12 DECREES FROM LATCH TO BE 5 SECONDS MRN - 6 l4 (N) ASSISTANCE SIGN AT SSBB. SEE DETAIL 12/501 O (N) FLOOR FINISHES, SEE DECOR DRAWINGS OF BACKUP lYP 15 (N) ISA DIRECTIONAL SIGNAGE, SEE DETAIL 19/SDI IIfTA1 STt1O PMIITION TYPE SEE 7/A3.0 FOR NUM NPLAN NOTES. � - EIRST AMUCT. TO SEEUROOF FOR DIMENSIONS 16 (N) ISA ENTRANCE 9CNAGE, SEE CE TAIL 20/501 y a (N) TRELLIS SYSTEM ABOVE - SEE 7/A3.0 FOR NOTES. SEE SPACING: 16. O.C. Of 't ROOF PLAN FOR DIMENSIONS 17 (N) RESTRGOM FLOUR AND WALL FINISHES TO MATCH (N) INTERIOR PARTITION WALL SEE OETAIL 2/A7.0 16 EXISTING (N) BRAND WALL, SEE EXTERIOR ELEVATIONS AND LOAD BEARING: 18 NON -LOAD BEARING: 20 GO Q U CTURAL O WINGS FOR DETAILS O (N) RESTROOM PARn110NS SEE A4.0 FOR FIXTURE DETAILS 19 (E) LOCKERS TO BE RELOCATED. AT LEAST 1 LOCKER UNIT SI ASD1NpIGLTED ON FINISH SCHEID. WOW STUD PARTITION TYPE: ALL PARTITIONS TYPE 'A' UNLESS TO BE MADE ACCESSIBLE ENSURE ADA COMPLIANCE AS PER 10 (N) ASSISTANCE SIGN 0779 AT CUSTOMER SERVICE COUNTER, 3/AS1 J SEE DETAIL T6/SDI BOTTOM 12- OF nJ1 SIN.. LEGEND KEY NOTE (E) NO CHANGE it WALL TYPE O DOOR TYPE OWINDOW TYPE O (E) WALLS TO REMAIN ® (N) EXTERIOR WALLS 0 (N) PARnAL HT. INTERIOR WALLS, SEE DECOR DRAWINGS 0 (N) INTERIOR PARTITION -- PATH OF TRAVEL 0 30- 5 10 15 20 SCALE: 3/16•-1'-0" NORTH i E � � g �C EXTEND GYP. BOARD ON ONE SIMPSON' SIDE TO UNDERSIDE OF ROOF STROD-TIE FOR ORAFTSTOP WHERE -HTC4• REOURED li O WO, z STRUCT. MEMBEOR STUD SPANNING CONT. TOP PLATE BOTTOM CHORD O 4'-0. O.C. 6 CONT. 2X FiRESTOPPING AT EXTENT OF BACKUP lYP LATERAL IIfTA1 STt1O PMIITION TYPE � - EIRST AMUCT. TO MA• 3 5/6" W y a O 4-0. O.C. io SPACING: 16. O.C. Of 't i STUD CUAGE: 7 O, CLG AS 1/2 CTP BD, 1/2• SCHEDULED CEMENT BOARD OR LOAD BEARING: 18 NON -LOAD BEARING: 20 GO Q U SI ASD1NpIGLTED ON FINISH SCHEID. WOW STUD PARTITION TYPE: ALL PARTITIONS TYPE 'A' UNLESS Z Q U Y W Tr NOTED OTHERWISE J Lu d BOTTOM 12- OF -A• - 2«4 CL p H .. CCEMENT TSD - AI•_ 2A4 w/BA1r INS. 'B- 6 1 U W g MW. 1/2- ABOVE FLOOR SLAB A5 -81-- 2.8 W/BATT 1N5, QpO = o J �J � U2 It •CI-. 2.0 W/BATT INS. 6 d [ _ SEE DTL 3/A/.0 �21 INTERIOR PARTITION sTMD sPACING: 16" D.c. � A1.4 joT BRAND WALL ELEV. + 27'-8' 7 PARAPET EIEv + 2T' -D" B/AWNING ELEV. + 9'-6" joT WAINSCOT ELEV. + 3'-6" %1 EXISTING FRONT ELEVATION (WEST) i/BRANOWALL ELEV + 27'-8- T PARAPET B/[N41Yi TNRU TRELLIS wrDE1R6eDRE ELEV. + 10'-8" T SLAB ELEV. + 0'-0" PROPOSED FRONT ELEVATION (WEST A2.R 3/)6" = )'—o" - COLOR SCHEME: 'CRAFTSMAN' SCHEME (SEE ELEVATION KEYNOTES FOR MATERIALS AND COLOR SIFECYICATIONS) ❑1 (E) DECORATIVE CORNICE/COPING TO BE REMOVED El F(1E1)1@T1ES CLADORC TD BE REMovED. PREPARE SURFOR ACE F(N) (E) SIGNAGE TO BE REMOVED (q AMO4 AND SUPPORT STRUCTURE TO BE REIPOVEL R8* R MIG FINISH SURFACE FOR (N) CANOPY / IAOLVS ❑5 (E) UO~ TO FC REl1OYED (E) VAL LAHKE TO BE RELDCAIED, REPAIR AND PALM THE WALL TO MMOF EXISTING REMOVE PORTION OF (E) STOREFRONT ANO INFILL 9� REMOVE (F) ROOF ANO ROOF STRUCTURE C ALUMINUM CANOPY FASCIA SYSTEM COLOR: WHBE OCONTROL .PINT X -TYPE: 1 - MATCHING SPACING OF EXISTING EIFS BELOW OR SPACE PER MFR'S RECOMMENDATIONS ❑ON9DE CORNER STRIPS CS NONDEC FI6100 6DA BY SCHLUTER SYSTEMS ALUMINUM; HEIGWAOMM COLR: MRK ANTHRACITE COMMERCMLSUPPONTOSCHLUFERMOM, (NO) 207-0817 CMFOR AD �RIOMAI, SAWFICATIONSSEMBLY NOTES ON XX -COLOR: C7 - 'CITYSCAPE' HOLLOW METAL DOW - PAINT TO MATCH COLOR OF SURROUNDING MATERIAL GUARDRAIL 1❑ LIGHT FIXTURE - SEE ELECTRICAL V% lc. IIP AMD 00RSCTM Llt - CGWN QNLY W - FKCE'Q9E0 OORIE COLOFC Cl = SILVER C2 = WHITE Fal ACCENT LIGHTING - SEE ELECTRICAL M -LEO LIGHT: LI . UP AND DONN FWWRE L2 - DORM ONLY tOnUft L3 - DDECAAL CANOPY FOGURE L4 - FLOOD LIGHT TYPIACE PARAPET ELEV. 4 22 -J T PLAYPIkF PARAPET ELF"+ 22'-3" B EL[v . M'-6' R] METAL FASCIA (COLOR: CTYSCAPE) SEE 4/A3.2 X -TYPE 1 = PRE -FAB ANCHOR -TRE FASCIA 2 PRE -FAB CUSTOO ARCADE FASCIA aMETAL LETTERING - BY OTHERS K -TYPE: 1 = 'WELCOME' - COLOR: SILVER 2 24'H x 3/4' THICK METAL ARCH COLOR: PANTONE 123C MOVEMENT JOINT DILEX SWBIODGS BY SCHLUTER SYSTEMS COLOR: BLACK NS EXISTING MECHANICAL SCREEN EXISIBNO METAL LATTICE FOR LANDSCAPE VINES TO BE M% REAOCNIE AND REPAINTED XX -COLOR: Cl - WAYNESSORD 7AIIPE 1544 PB PIPE BOLLARD - PAINTED YELLOW PASS-THRU COIN COLLECTOR - OPTIONAL (RMHC) RL ROOF LADDER, PAINT TO MATCH SURROUNDING MATERIAL ROOF ORMN OVERFLOW PIPE PAINT TO MATCH SURROUNDING WTERML MCDONALD'S S011AOE BY OTHERS - UNDER SEPARATE S PERMIT. SEE 4GNAOF SUPPORT NOTE ON THIS SWEET. QMETAL LOWER SCREEN PANEL CF-C1TUM. Cl - 'L'MYSCAPC BY METAL -EM ElSTUCCO EXTERIOR FINISH n -TTL (COLOR -SEE COLOR LEGEND) Cl - WAYNESSORO TAUPE 1544 C2 - IRON MOUNTAIN 2134-M C3 = CAPE MAY COBBLESTONE 1474 30 TI ALUMINUM TRELUS SYSTEM K4 -COLOR CI - CIIYSCME C2 - WWE C3 CHARCOAL C4 = GOLD T2 ALUMINUM TRELLIS TIE-MCK SYSTEM -Catm CT C/EIICAPE C2 . WMNE C3 = CH CAL T3 ALUMINUM TRELLIS 2' x 0' WALL FASCIA SYSTEM COLOR: CITYSCAPE TL TRE EUROWEST: E -WOOD COLLECTION COLOR- RB BLACK SIZE: CLOY 1/4 WNMNG BOND '01EWOOFING SETTING MU[RI L AND O/WIR; BY MAPEf GRCUT COLOR: ULTRA COLOR PLUS - 47 CHARCOAL ORDER WIDTH: 1/B'ro J/tY CONTACT: JAN DETER, (714) 937-75m NT STOREFRONT AND GLAZING 1-1 - NEW STOREFRONT AND GL42ING - BEE ASSEMBLY NOTES 2 = EXISTING WINDOW TO REMAIN L) Will a6 tRE o $g$€`e �A$RIRi% (0 �7 .Eiiii CYY#;p Q4ea-?fi:$4 a �tt:pg� F W Z m Q 0 -t Q mQ LIJJU J w W It Df wEL � �a 2 ' - W o L-) Of W a OZ 0O 1n Lr A2.o T/PlAYP1ACE PARAPET ELEV. ♦ 2Z' -1c i ARAP0 ELEV. 4 20'-0` 6AWNING B'-6 T WAINSCOT ELEV. + 3 -6 �t \ EXISTING NON—DRIVE—THRU ELEVATION (SOUTH) A2.1 3/16" = 1'-0" T PUYPLACE PARAPET 1_3 _3" T PARAPET ELEV. BCANOPY ELLV 1 PROPOSED NON—DRIVE—THRU ELEVATIONSOUTH T/PARAPET ELEV. TME T/FREEZER WALL ELEV. + T/WAINSCOT ELEV. + 2-11 T/ENTRY BRAND wuL T/PARAPET h ELIV _ T/FREEZER WALL h ELEV. + 14'-0" ELEI 4 B/TREL-LIS8' COLOR SCHEME: 'CRAFTSMAN' SCHEME % (SEE ELEVATION KEYNOTES FOR MATERIALS AND COLOR SPECIFICATIONS) w 1❑ (E) MCOMOVE CORNICE/COPING TO BE RFMDVED (E) TILE CUWRIB TO BE REMOVED. PREPARE SIAIFACE FOR (N) ES (E) SIGWGE TO BE REMOVED 4 B3 MNING AND SUPPORT STRUCTURE TO BE REIIO.EP. REPAS AND FINISH SURFACE FOR (N) CANOPY / TKU5 ❑5 (E) UGHFIW TD BE REMOVED W(E MM UTOCE TO BE RELOCATED. REPAIR AND PATCH THE W 10 MIGCN MISTING REMOVE PORTION OF (E) STOREFRONT AND INFILL aREMOVE (E) ROOF AND AODF SIRIICIUIE ALUMINUM CANOPY FASCIA SYSTEM COLOR: WHITE U� CONTROL JOINT X —TYPE: 1 - MATCHING SPACING OF EXISTING EIFS BELOW OR SPACE PER MFR'S RECOMMENDATIONS CS OUTSIDE CORNEA STRIPS RONDEC RO/OOISDA BY SCHLUTEA SYSTEMS ALUMINUM; HEIGHTAGMM COLOR: DARK ANTHRACITE COMMERCIALSUPPORTOSCHLUIER.COM, (BOD) 267-0817 CCR11�CATEO METK P�W(L SEE ASSEMBLY NOTES ON CM AIA FOR ADBDIpMI S9EOFICATIONS XX—COLOR: Cl - 'CITYSCAPE' HOLLOW METAL DOOR - PAINT TO MATCH COLOR OF SURROUNDING MATERIAL OGUARDRAIL Ll Loa III - SEE OECRECAL Ll L1 UP AND DOWN SCONCE 1.2 DOWN ONLY SCONCE L3 RECESSED DOWN FIXTURE CC,DR TEw C2 WHITE OACCENT LIGHTING - SEE ELECTRICAL XX—LED UGHT: L1 UP AND DOWN FIXTURE L2 - DOWN ONLY FIXTURE U = INTEGRAL CANOFY FIXTURE L4 =FLOOD LIGHT MF METAL FASCIA (COLOR: CITYSCAPE) SEE 4/A31 X —TYPE: 1 = PRE -FAB ANCHOR -TITS FASCIA 2 =PRE -FAB CUSTOM ARCADE FASCIA ML METAL LETTERING - BY OTHERS X —TYPE: 1 = 'WELCOME' - COLOR: SILVER 2 = 24'H x 3/4' THICK METAL ARCH COLOR: PANTONE 1230 W MOVEMENT! JOINT OILEX BWB100GS BY SCHLUTER SYSTEMS COLOR: BUCK EXISTING MECHANICAL SCREEN E%ISTINC METAL LATTICE FOR LANDSCAPE VINES TO BE MK—RELOCATED AND REPAINTED OLMLO! Cl - WAYNESBORO TAUPE 1544 PB PIPE BOLLARD - PAINTED YELLOW OPASS-THRU COIN COLLECTOR - OPTIONAL (RMHC) OROOFLNDER. PAINT TO MATCH SURROUNDING MATERIAL ROOF MAN OVERFLOW PIPE PAINT TO MATCH SURROLRpING MATERIAL Owoow4rs scNA" BY OTHERS- UNDER SEPARATE S PERMIT SEE SIGNAGE SUPPORT NOTE ON THIS SHEET DMETAL LOIA'Ot SCREEN PMR$L M—MM Cl 'CFYSCAPE' BY METAL -ERA HSIUCCO EIOElO* FORSH T TVC (CGLOR-SEE COLOR LEGEND) Cl = WAYNESBORO TAUPE 1544 C2 IRON MOUNTAIN 2134-30 CJ = CAPE MAY COBBLESTONE 1474 00 TI ALMOM TRELLIS smm xxB COMOIE C2 WHITE CJ CHARCOAL C4 = GOLD ALUMINUM TREWS TIE -BACK SYSTEM COLOR �CCBISCATi C2 _ WWTE C3 = CHARCOAL TJ ALUMINUM TRELLIS 2' x S' WALL FASCIA SYSTEM COLOR: CITYSCAPE TL TILE EUROWEST: E -WOOD COLLECTION COLOR: R9 BLACK SIZE: W'ILW 1/4 IRAIRM BOND TMTEADROOFING SETTING MATERIAL AND /R10U. BY MAPEI GROUT COLOR ULTRA COLOR PLUS - 47 CHARCOAL GROUT WIDTH: T/B TO 3/18' CONMCT: AN DETLR. (714) SIJ] -7500 STOREFRONT AND GLAZING 2-1 = NEW STOREFRONT AND GLAZING - SEE ASSEMBLY NOES 2 = EXISTING WINDOW TO REMAIN A2.1 T PARAPET ELEV. + 111'-2" i FREEZER WALL �fAWNING T WAINSCOT ELE T PL L262E PARAPET t PARAPET EI.l 7 TgEEZER WNL Y. 4 1 ! /ORAE TNRV TRELLIS uNnERscaRE) ELEV. +10'-8 ELEV. T SLAB + 0'-0" ( EXISTING DRIVE—THR ELEVATION NORTH A2.2 3/16" 1'-0' %Z� PROPOSED DRIVE—THRU ELEVATION (NORTH) A2.2 3/16" = 1'-0" COLOR SCHEME: 'CRAFTSMAN' SCHEME (SEE ELEVATION KEYNOTES FOR MATERIALS AND COLOR : (E) DECORATNE CORNICE/COPING TO BE REMMD (f MBH 5 CLAWND TO BE REMWEO, PREPARE SURFACE FOR (N) El(E) SIGNAGE TO BE REMOVED 4 (E) AANING AND SUPPORT STRUCTURE TO BE gEOWED, MPHR AND FINISH SURFACE FOR (N) CANOPY / PRLLIS 5❑ (E) UGHTNG TO BE REMOVED f NETAL UTTICE TO BE RELOCATED, REPNR AND PATCH THE V/A1L TO MATCH EXISTING EEREMOVE PORTION OF (E) STOREFRONT AND INFILL HB REMOVE (E) ROOF AND RODE STRUCTURE ALUMINUM CANOPY FASCIA SYSTEM COLOR: WHITE COWNOL JOINT X -TYPE: 1 = MATCHING SPACING OF EXISTING DIES BELOW OR SPACE PER MFR'S RECOMMENDATIONS CS OUISM CORNER STRIPS ROMOCC ROICOTBDA BY SCHLUTER SYSTEMS ALUMINUM; HEIGHT:IOMM COLOR: DARK ANTHRACITE COMMERCUJSUPPORTOSCHLUTER_COM, (800) 267-01117 CN ASOO FORED ADDI� SPECIFICATIONS NOTES ON XX -COLOR: Cl - 'CITYSCAPE" HOLLOW METAL DOOR - PAINT TO MATCH COLOR OF SURROUNDING MATERIAL OGUARDRAIL L� LIGHT n"URE - SEE ELECTRICAL TiPE-- L1 UP AND DOWN SCONCE LT = DOWN ONLY SCONCE L3 = RECESSED DOWN FIXTURE L'OLOFA Ci SILVER C2 WHITE LEACCENT LID ING - SEE ELECTRICAL XX -LED LIGHT: L1 = UP AND DOWN FIXTURE LZ= DOWN ONLY FIXTURE L3INTEGRA = L CANOPY FIXTURE U =FLOOD LIGHT [_METAL FASCIA (COLOR: CITYSCAPE) SEE 4/A2!2ttPE: 1= PRE -FAB ANCHOR -TRE FASCIA 2 =PE -FAB CUSTOM ARCADE FASCIA EdMETAL LETTERING - BY OTHERS X -TYPE: I = 'WELCOME' - COLOR: SILVER 2 24-H X 3/4' THICK METAL ARCH COLOR: PAWONE 123C aMOVEMENT JOINT DRE% BWBIOOGS BY SCHLUTER SYSTEMS COLOR: BUCK MS EXISTING MECHANICAL SCREEN EXISTING METAL LATTICE FOR LANDSCAPE VINES TO BE MX RELOCATED AND RtlMNTED XX-COLDR: Cl - WAYNESBORO TAUPE 1544 QPIPE BOLLARD - PAINTED YELLOW QPASS-THRU COIN COLLECTOR - OPTIONAL (RMHC) RL ROOF UDDER, PNW TO MATCH SURROUNDING MATERAL ROOF DAMN OVMCW PIPE PAINT 10 MATCH SURROUNOINO MATERIAL M,DONALD'S SIGNAGE BY OPUS - UNDER SEFMRAM. S PERMIT. SEE V.M Cf SUPPORT NOTE ON THIS SHEET SS METAL LOUVER SCREEN PANEL CICO OR: Cl - 'CITYSCAPE' BY METAL LRA T/BRAND WALL T/PLAYPLACE PARAPET ELEV. + 22'-3 T/PARAPET h ELEV, + 20'-0" T/WAINSCOT �. ELEV. + 3'-6 T/BRAND WALL h ELEV. + 2T-8" T/PLAVPLACE PARAPET h ELEV- T/PARAPET h EIEV. , 200• B/CANOPY h ELU + 9'-B EllSTUCCO EXTERIOR FINISH XX -TYPE: (COLOR -SEE COLOR LEGEND) Cl = WAYNESSORD TAUPE 1544 C2 = NON MOUNTAIN 2134-30 C3 CAPE MAY COBBLESTONE 1474 rl ALUMNW 1REI115 SYSTL7, a--COLOW C1 CITYSCAPE C2 WHITE C3 = CHARCOAL C4 = GOLD I lff ALUMINUM TREWS TIE -BACK SYSTEM _CC1 CITYSCAPE C2 + WHRE C3 . CHARCOAL TJ ALUMINUM TRELLIS 2" R S' WALL FASCIA SYSTEM COLOR: CDYSCAPE TILE A EUROWEST: E -WOOD COLLECTION COLOR: R9 BUCK SIZE: S"R.TR' 1/4 RU~ BOND W1T{11PROOFING SETTING MA71071ML AND GROUT: BY NAPE[ GROUT COLOR: ULTRA COLOR PLUS - 47 CHARCOAL GROUT WIDTH: 1/5' TO 3/16" CONTACT: JAN WI'R ) 937-7500 BW1 STOREFRONT AND GLAZING 1-1 = NEW STOREFRONT AND GLAZING - SEE ASSEMBLY NOTES 2 = EXISTING WINDOW TO REMAIN y A2.2 T PLAYPLACE PARAPET ELEV. + 22-3" AkT PARMET ELEV. + 24 -0 B AWNING T WMNSCOT ELEV. + EXISTINGREAR ELEVATION (EAST) T PUYPRAP LACE PARAPET EIEV. + 22'-3- T/PARAPET 3"T PARAPET ELEV, A 20'-0" B CANOPY ELC + 9'-B" T/SLAB ELEV. + 0'-0" X21 PROPOSED REAR ELEVATION (EAST) COLOR SCHEME' 'CRAFTSMAN' SCHEME (SEE ELEVATION KEYNOTES FOR MATERIALS AND COLOR SPECIFICATIONS) El(E) DECORATIVE CORNXS/COPING TO BE REMOVED Q( CLAGGING TO BE REARMED, PREPARE SURFACE fOR (N) E3 (E) SRAMGE TO BE REAAM0 (E) ASA¢AND 3uPPGAR 31W3CMZ TO BE FIINDXD. ANO O TXNgi S ,CE FDR PO FM CAMG/ TRELLIS ElDD LIGHTING TO BE REMOVED EDNLAL tO'&LM r{n$TI SE RELOCATED. REPAIR AND PAM. THE QREMOVE PV^RIION OF (C) STOREFRONT AND INFILL E] REMOVE (E) RODF AND ROOF STRUCTURE ALUMUM CANOPY FASCIA SYSTEM COLOIL WHITE OCONTROL JOINT X -TYPE: 1 - MATCHING SPACING OA CX6104 ETT$ BELOW 04 SPACE PER MFR'S RECOMMCNOATb CS OLRSbE CORNEA STRWS RONDEC ROIDOTSDA RT SCHLUTER SYSTEMS ALUWMUM; HETGHT;IOMM COLOR, DARK ANTHRACITE COMMERCMLSUPPOATOSCHLUTER.COM. (800) 267-DO17 CM CORRUGATED META& P - SERE ASSEMBLY MOTES ON N.0 FOR ADOITKNML SPCCIFICATONS XX -COLOR: C1 -'CnYscAPE, D HOLLOW METAL DOOR - PAINT TO MATCH COLOR OF SURROUNDING "TURK GR GUWDRNL E] UGHT FIXTURE - SEE ELECTRICAL NK -TYPE LI IP AND 00WN SCONCE L2 - DOWN ONLY SCONCC U COLA: . RECESSED DOWN FL[R1RE Cl SILVER C2 - WHITE OACCENT LIGHTING - SEE ELECTRICAL (F -LED LONG LI . UP " 00" TWYM L2 . DOWN ONLY FIXTLIWE u - INTEGRAL CANOPY PRIURE L4 . FLOOD LIGHT 'Lp ET ELEV. + 1D-2 T FREEZER WMA .EV, • la -0 B AWNING ELEV, + 9'-6" 7/WMNSCOi ELkV. T/PARAPE7 h ELEV. + 1B'-2 T/FREEZER WALL E.. + 14'-0" B/DRIVE THRU TRELLIS UNDERSCORE ELEV. + 10'-B' 141 NF METAL FASCIA (COLOR: CITYSCAPE) SEE 4/A3.2 X -TYPE: i - PRE -FAB ANCHOR -NTE FASCIA 2 - PRE -FAB CUSTOM ARCADE FASCIA aMETAL LETTERING - BY OTHERS ■ -TYPE: 1 - 'WELCOME' - COLOR: SILVER 2 . 2411 - 3/48 THTC METAL ARCH COLOR: PANTONE 1230 W MOVEMENT JOINT OLEX BWBIOOGS BY SCHUAER ITEMS COLOR: SULK aEXISTING MECHANICAL SCREEN DEEMING METAL LATTICE FOR LANDSCAPE VINES TO BE YM RGOCAYED AND REPARIFEO O( -COLOR: Cl WAYNESBORO TAUPE 1544 QPIPE BOLLARD - PAINTED YELLOW PASS-THRU CON COLLECTOR - OPTIDNAL (RMHC) ROOF LAODOI. PAINT 10 MATCH slINwuNDWNG MATERIAL MD ROOF GRAIN OVERFLOW PIPE PAM TO MATCH SURROUNDING MATERIAL ❑MWONAL ( SIGNAGE BY OTHERS - UNDER SEPARATE S POW. SEL SIGNAGE SUPPORT NOTE ON THIS SHEET. OMETAL LOUVER SCREEN PANEL CI -COLD . Cl - 'CITYSCAPE' BY METAL -ERA ST STUCCO EXTERIOR FINISH "-TYPE: (COLOR -SEE COLOR LEGEND) Cl - WAyNeso ID TAUPE 1544 C2 - IRON MOUNINN 2134-3D C3 - CAPE MAY COBBLESTONE 1474 TI ALLAMRI iREllb SYSTEM Ot COLoW: Cl - C111SCAPE C2 . WHITE C3 CCOLDCOAL &LAIC. W TRELLIS RE -BACK SYSTEM MTF -COLO M Cl CITYSCAPE C2 - WHITE C3 . CHARCOAL T3 ALUMINUM TREWS 2' x 8' WALL FASCIA SYSTEM COLOR: CITYSCAPE n Tu EI/LOWm, E -ROOD T10N COLON RD SLACK SOL. 6 1/4 RUNmNG BONA WATEWROOFPO SETTING MATERIAL AND CRDUT: Br MWE OR" COLOR: W CRW404 MWOM: COAT JOINP(uBO aSiORFERONT AND GUAM 1-1 - NEW STOREFRONT AND GLAZING - SEE ASSEMBLY NOTES 2 - EXISTING WINDOW TO REMAIN w illa1 6 J i.$ s J €bj8ie � 4Q .aTj �fEfE�ayy` 0 co gSdS.6 'C ,gni •-8 O� YS A2.3