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HomeMy WebLinkAbout20230944 12 Ballston Demo & Construction ApplicationCIRF CIRF WV WV WV WV WV G G FF=32 1 . 2 2 ' FF=32 0 . 7 2 'One Story Wood Frame BuildingGas Met e r Electric M e t e r EnclosureA/C G Traffic Si g n al B o x Traffic Si g n al B o x 2" Cra b a p pl e 2" Cra b a p pl e 2" Crabapple Sign-T r u c k s No Rig h t T u r n LP CB CB CB Orange Paint Lines (Faded)Traffic Signal BoxYellow P a i n t L i n e Orange Paint LinesLP LP LP Concrete Si de walk Sign-Traffic Lights AheadBrick Planter Brick PlanterBrick PlanterBrick Planter Concrete SidewalkAsphaltOrange P ai n t Li n e s Util Access Cover Rim=316.58'Util Access Cover Rim=316.71' Access Cover Rim=316.40' Catch Basin Rim=315.75'Crosswalk Signal Pole Crosswalk Signal Pole Crosswalk Signal Pole Crosswalk Signal Pole Traffic Signal Pole U.P. NM7 U.P. NM8 U.P. NM6SSAC Rim=316.77' Blue Paint Li n e 2" Cedar (4 T r e e s ) 4" Elm Clump 4" Elm Clump Crosswalk Signal Pole D W S Bollards Concrete SidewalkConcrete Wheel Stop (Typ.) Orange P ai n t Li n e Util Access CoverRim=316.97'Hydrant BM Bolt @ Arrow=318.45' Tr a f f i c L i g h t s 320320320320 3 1 5 31 6 317 318 318 317 316 319 318316 317 318 319 3183173173 1 8 Asphalt Parking Area 13959.8 Sq. Feet 0.32 Acres Deed References Karl Wolf and Wolf Hi-Roc Lanes, Inc. To Saratoga 16, LLC Dated: June 05, 2006 Recorded on: June 08, 2006 B:1759 P:260 12 Ballston Avenue, LLC To The City of Saratoga Springs Dated: September 18, 2014 Recorded on: October 07, 2014 Instrument No. 2014029210 12 Ballston Avenue, LLC To Saratoga Prime Properties, LLC Dated: March 20, 2015 Recorded on: March 20, 2015 Instrument No. 2015007841 Map Reference Map of a survey of lands of Carmen & Josephine Palma Dated: March 13, 1969 By: John B. Van Dusen Legend CIRF = Capped Iron Rod Found U.P. = Utility Pole = Overhead Utility Wire = Water Valve = Gas Valve CB = Catch Basin SSAC = Sanitary Sewer Access Cover = Traffic Control Box LP = Light Pole G WV 1ƒ (103.93'1ƒ       ( 64.60 ' 1 ƒ       ( 76.4 1 '40.95'6ƒ :78.90'6ƒ :174.73' 6ƒ : LP StepPorch Wood Fen c e “  “ “ “LP Roof Ov e r h a n g Roof O v e r h a n g Porch “ VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE "CERTIFICATIONS INDICATED HEREON SIGNIFY THAT "ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYORS TO THE ASSIGNEES OF THE LENDING INSTITUTION." "UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES." THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND NEW YORK STATE EDUCATION LAW." Scale 1"=20' SHEET 1 OF 1 DWG. NO. 22-239 Date: October 07, 2022 SOLLI ENGINEERING 6.) 3.) 4.) PARCEL IS SUBJECT TO ANY EASEMENTS OF RECORD.2.) NOTES: 1.) 7.) 5.) THIS MAP WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE OR AN UP TO DATE TITLE REPORT AND IS THEREFORE SUBJECT TO ANY STATEMENT OF FACTS SHOWN THEREON. THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY MADE IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. 7+,60$3,6&23<5,*+7‹9$1'86(1 67(9(6/$1' SURVEYORS. UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS VIOLATION OF SECTION 7209, SUBDIVISION 2, OF NEW YORK STATE EDUCATION LAW. DIMENSIONS BETWEEN PROPERTY LINES AND STRUCTURES ARE TO THE NEAREST HALF FOOT AND ARE FOR THE SOLE PURPOSE OF INTERPRETING THEIR CONFORMANCE WITH ZONING AND NOT INTENDED TO AID IN THE ESTABLISHMENT OR RETRACEMENT OF PROPERTY LINES. CONTOURS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). THE SURVEYED PARCEL IS SUBJECT TO WHATEVER RIGHTS, TITLE OR INTEREST THE CITY OF SARATOGA SPRINGS, THE COUNTY OF SARATOGA, AND THE PEOPLE OF THE STATE OF NEW YORK MAY HAVE TO MAINTAIN THE ROADS, AND TO WHATEVER RIGHTS, TITLE OR INTEREST THE TRAVELING PUBLIC MAY HAVE TO THE BED OF THE ROADS. C3803 165.83-1-3 165.83-1-38.)OFFSETS BETWEEN PROPERTY LINES AND STRUCTURES SHOWN HEREON ARE TO ROOF OVERHANGS UNLESS OTHERWISE NOTED. CIRF CIRF WV WV TR TR G 2" Craba p p l e 2" Craba p p l e 2" Crabapple Area 13959.8 Sq. Feet 0.32 Acres Lands N/F of Saratoga 16 LLC B:1759 P:260 165.83-1-42 3 PROPOSED 2,344± SF 31'32' 74' FFE = 319.00 7 11 2 BALLST O N A V E N U E HAMILTON STREET244.9' 85.0' BUILD-OUT PERCENTAGE = 85 FT / 244.9 FT = 34.7%119.8'27.6'BUILD-OUT PERCENTAGE = 27.6 FT / 119.8 FT = 23.0% CIRF CIRF TR TR G G 2" Crab a p pl e 2" Crab a p pl e 2" Crabapple Area 13959.8 Sq. Fe e t 0.32 Acres Lands N/F of Saratoga 16 LL C B:1759 P:260 165.83-1-4231'A B PROTECT & MAINTAIN EXISTING DUMPSTER LOCATION PROPOSED PATIO AREA 12' BUILD-TO LINE (TYP.) PROPOSED 5' CONCRETE SIDEWALK PROPOSED CONCRETE DUMPSTER PAD W/ 6' HIGH TREATED WOOD FENCE ENCLOSURE 3 PROPOSED PERPETUAL EASEMENT AREA = 3,134 SF (SEE NOTE 12 HEREON)4' 8'9' PROPOSED 2,344± SF 31'32' 74' 3' 3' PROPOSED BENCHES BALLST O N A V E N U E HAMILTON STREETPROPOSED CONCRETE STEPS W/ HANDRAIL PROPOSED BRICK PLANTER LIMITS OF PERPETUAL EASEMENT (TYP.) PROPOSED CONCRETE CURB PROPOSED PATIO RAILING (TYP.) PROPOSED CONCRETE BOLLARD (TYP.) PROPOSED PAINTED ARROW PAVEMENT MARKINGS (TYP.)17' 17'5' 5'11' 9' (TYP.) 18'(TYP.)6'8'8' ADA ACCESSIBLE RAMPS APPLY 4" SSWL 2' O.C. @ 45° ANGLE (TYP.)24'PROPOSED PAINTED ADA PARKING SYMBOL 4' 6' PROPOSED CONCRETE CURB R1 0 'R3'24'R1 0 ' PROPOSED BITUMINOUS CONCRETE CURB TIE PROPOSED SIDEWALK INTO EXISTING SIDEWALK (MATCH GRADE) TIE PROPOSED SIDEWALK INTO EXISTING SIDEWALK (MATCH GRADE) FFE = 319.00 R20' TIE PROPOSED SIDEWALK INTO EXISTING SIDEWALK (MATCH GRADE) INSTALL DETECTABLE WARNING STRIP WITHIN R.O.W. (TYP.) PROPOSED MONUMENT SIGN PROPOSED CONCRETE CURB 4" SSWL (TYP.) PROPOSED PAVEMENT SAWCUT (TYP.) 4" SSWL (TYP.) R 3 ' 4" SSWL (TYP.) PROTECT AND MAINTAIN EXISTING TREE R32' 5' 5'5'5' 7 11 2 TIE PROPOSED SIDEWALK INTO EXISTING SIDEWALK (MATCH GRADE) PROTECT AND MAINTAIN EXISTING TRAFFIC SIGN EXISTING PROPERTY LINE & REAR SETBACK LINE R2' R 3 'R3'R 3 'R3'R3'R5' R 2 ' A PROPOSED SIDEWALK REPAIR (MATCH GRADE) PROPOSED TRANSITION CURB (TYP.) PROPOSED TRANSITION CURB (TYP.) PROPOSED TRANSITION CURB (TYP.)22' PROPOSED STOP SIGN52'HAMILTON STREETBALLST O N A V E N U E PROPERTY LINE (TYP.) 300' PROPERTY BUFFER (TYP.) (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (21) (22) (17)(18) (19) (20) (23) BUILDING OVERHANG LINE / CANOPY PAVEMENT ARROW MARKINGS PARKING SPACE COUNT15 LEGEND PROPERTY LINE RIGHT-OF-WAY LINE ADJOINING LOT LINE BUILD-TO-LINE LANDSCAPE BUFFER LIMIT OF EASEMENT CONCRETE CURB SIDEWALK LIMITS BUILDING LIMITS BUILDING HATCH PAVEMENT STRIPING - WHITE STANDARD AND ADA PARKING SPACES CONCRETE SIDEWALK / PAVEMENT CONCRETE BOLLARD BUILDING DOOR PATIO RAILING PATIO SEATING PAVEMENT SAWCUT 501 Main Street, Monroe, CT 06468 11 Vanderbilt Ave, Norwood, MA 02062 Sheet Title:Sheet #: Project: Drawn By: Checked By: Approved By: Project #: Plan Date: Scale: PROPOSED CHIPOTLE 12 BALLSTON AVENUE (M-B-L: 165.83-1-3) SARATOGA SPRINGS, NEW YORK OWNER: SARATOGA PRIME PROPERTIES LLC / 215 BALLARD ROAD, WILTON NY 12831 APPLICANT: COLLABDEV 2 LLC / 529 MAIN STREET, BOSTON, MA 02129 Graphic Scale: Rev. #:Date Description KMS 21206201 ENGINEERING Kevin Solli, P.E. NY 092156 T: (203) 880-5455 F: (203) 880-9695 T: (781) 352-8491 F: (203) 880-9695 10 0 10 20 AWC CJB 06/09/23 1" = 10' SITE LAYOUT PLAN 2.112,344± SFPROPOSED RESTAURANT CITY PARKING REQUIREMENT 1 SPACE / 100 SF OF GFA REQUIRED 23 SPACES PROVIDED 23 SPACES PARKING SUMMARY GFA/SEATS/OCCUPANCYPROPERTY 12 BALLSTON AVENUE (SUBJECT SITE) USE ZONING COMPLIANCE TABLE ZONE: NC NEIGHBORHOOD DISTRICT (T-5) ZONING REQUIREMENT EXISTING CONDITIONS ZONING STANDARD 1.1 TIMES THE R.O.W. OR 50 FT (WHICHEVER IS LESS) < 50 FT PROPOSED CONDITIONS < 50 FTMAXIMUM BUILDING HEIGHT 24 FT < 24 FT 24 FT MINIMUM SETBACK FROM PUBLIC R.O.W. 3,000 SF 2,703 SF 2,344 SF MINIMUM BUILD OUT PERCENTAGE (BALLSTON) 0 FT TO 12 FT BUILD TO ZONE 0 FT 4 FT MINIMUM SIDE/REAR YARD SETBACK 70%0%34.7%* 0 FT 7 FT 52 FT MINIMUM BUILDING HEIGHT MAXIMUM CUMULATIVE BUILDING AREA (ONE-STORY STRUCTURES) MINIMUM BUILD OUT PERCENTAGE (HAMILTON)70%60%23.0%* LIST OF ADJACENT PROPERTY OWNERS 1.MAP-BLOCK-LOT: 165.83-1-42 / OWNER: SARATOGA 16 LLC 2.MAP-BLOCK-LOT: 165.83-1-17 / OWNER: BLUE STAR ENTERPRISES LLC 3.MAP-BLOCK-LOT: 165.83-1-16 / OWNER: BLUE STAR ENTERPRISES LLC 4.MAP-BLOCK-LOT: 165.83-1-15 / OWNER: BLUE STAR ENTERPRISES LLC 5.MAP-BLOCK-LOT: 165.83-1-12 / OWNER: DALBEY, JEFFERY A 6.MAP-BLOCK-LOT: 165.83-1-11 / OWNER: CB ENTERPRISES OF SARATOGA INC 7.MAP-BLOCK-LOT: 165.83-1-10 / OWNER: CB ENTERPRISES OF SARATOGA INC 8.MAP-BLOCK-LOT: 165.83-1-39 / OWNER: J LARRY FUGATE REV TRUST 9.MAP-BLOCK-LOT: 165.83-1-4 / OWNER: J LARRY FUGATE REV TRUST 10.MAP-BLOCK-LOT: 165.83-1-21 / OWNER: BLUE STAR ENTERPRISES LLC 11.MAP-BLOCK-LOT: 165.83-1-38 / OWNER: MICZEK, RICHARD J 12.MAP-BLOCK-LOT: 165.83-1-7 / OWNER: CB ENTERPRISES OF SARATOGA INC 13.MAP-BLOCK-LOT: 165.83-1-6 / OWNER: BROADWAY SARATOGA CO 14.MAP-BLOCK-LOT: 165.83-1-5.1 / OWNER: CROWN OIL #1 COMPANY INC 15.MAP-BLOCK-LOT: 165.75-1-18 / OWNER: STONE, TARA L 16.MAP-BLOCK-LOT: 165.75-1-48 / OWNER: JAKUBIAK, MARK A 17.MAP-BLOCK-LOT: 165.75-1-21 / OWNER: SMITH, WALTER J 18.MAP-BLOCK-LOT: 165.75-1-22 / OWNER: RIVER FUNCHEON LLC 19.MAP-BLOCK-LOT: 165.75-1-23 / OWNER: WALSH, DAVID M 20.MAP-BLOCK-LOT: 165.75-1-24 / OWNER: MARY FRANCES JORDAN IRR TRUST 21.MAP-BLOCK-LOT: 165.83-1-40 / OWNER: JENKS, JOSIAH D 22.MAP-BLOCK-LOT: 165.83-1-41 / OWNER: MINALODA FARM LLC 23.MAP-BLOCK-LOT: 165.83-1-1 / OWNER: RW HOUSING DEVELOPMENT, FUND COMPANY INC SITE VICINITY MAP SCALE: 1" = 150' GENERAL NOTES 1.THESE PLANS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT FOR CONSTRUCTION. NO CONSTRUCTION OR DEMOLITION SHALL BEGIN UNTIL APPROVAL OF THE FINAL PLANS IS GRANTED BY ALL GOVERNING AND REGULATORY AGENCIES. 2.ALL PROPOSED SITE WORK IS TO BE COMPLETED IN ACCORDANCE WITH ALL PERMITS, APPROVALS, AND CONDITIONS OF APPROVALS ISSUED BY LOCAL, STATE AND/OR FEDERAL REVIEWING AGENCIES. 3.EXISTING BOUNDARY INFORMATION TAKEN FROM A PLAN TITLED "MAP OF A TOPOGRAPHIC SURVEY MADE FOR SOLLI ENGINEERING, CITY OF SARATOGA SPRINGS, SARATOGA COUNTY, NEW YORK", SCALE: 1" = 20', DATED OCTOBER 24, 2022, PREPARED BY VAN DUSEN & STEVES LAND SURVEYORS. *RELIEF REQUIRED FROM THE CITY OF SARATOGA SPRINGS. RELIEF REQUIRED ·§4.4 (TABLE 4-C) - 70% MINIMUM BUILD-OUT PERCENTAGE ABUTTING ANY PUBLIC RIGHT-OF-WAY. SITE PLAN NOTES 1.PRIOR TO DEMOLITION OR CONSTRUCTION, THE CONTRACTOR SHALL CONTACT "DIG SAFE" 72 HOURS BEFORE THE COMMENCEMENT OF WORK AT "811" AND VERIFY ALL UTILITY AND STORM DRAINAGE SYSTEM LOCATIONS. INFORMATION ON EXISTING UTILITIES AND STORM DRAINAGE SYSTEMS HAS BEEN COMPILED FROM AVAILABLE INFORMATION INCLUDING UTILITY PROVIDER AND MUNICIPAL RECORD MAPS AND/OR FIELD SURVEY AND IS NOT GUARANTEED CORRECT OR COMPLETE. UTILITIES AND STORM DRAINAGE SYSTEMS ARE SHOWN TO ALERT THE CONTRACTOR TO THEIR PRESENCE AND THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING ACTUAL LOCATIONS AND ELEVATIONS OF ALL UTILITIES AND STORM DRAINAGE SYSTEMS INCLUDING SERVICES. 2.SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED, EXISTING PIPING OR OTHER UTILITY BE UNCOVERED DURING EXCAVATION, CONSULT THE ENGINEER OF RECORD IMMEDIATELY FOR DIRECTIONS BEFORE PROCEEDING FURTHER WITH WORK IN THIS AREA. 3.CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SAFETY AND SECURITY OF THE SITE DURING ALL PHASES OF CONSTRUCTION. THE ARCHITECT ANDENGINEER OF RECORD HAVE NO CONTRACTUAL DUTY TO CONTROL THE SAFEST METHODS OR MEANS OF THE WORK, JOB SITE RESPONSIBILITIES, SUPERVISION OR TO SUPERVISE SAFETY AND DOES NOT VOLUNTARILY ASSUME ANY SUCH DUTY OR RESPONSIBILITY. 4.THE OWNER IS RESPONSIBLE FOR OBTAINING ALL NECESSARY ZONING PERMITS REQUIRED BY GOVERNMENT AGENCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN ALL LOCAL AND STATE PERMITS. THE CONTRACTOR SHALL POST ALL BONDS, PAY ALL FEES, PROVIDE PROOF OF INSURANCE AND PROVIDE TRAFFIC CONTROLS NECESSARY FOR THIS PROJECT. 5.CONTRACTOR SHALL REFERENCE ARCHITECTURAL PLANS FOR EXACT DIMENSIONS AND CONSTRUCTION DETAILS OF BUILDING AND SIDEWALKS ADJACENT TO THE BUILDING. 6.TRAFFIC CONTROL SIGNAGE SHALL CONFORM TO THE STATE DOT STANDARD DETAIL SHEETS AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. SIGNS SHALL BE INSTALLED PLUMB WITH THE EDGE OF THE SIGN 2' OFF THE FACE OF THE CURB, AND WITH 7' VERTICAL CLEARANCE UNLESS OTHERWISE DETAILED OR NOTED. 7.PAVEMENT MARKING KEY: 4" SSWL 4" SINGLE SOLID WHITE LINE 4" DSYL 4" DOUBLE SOLID YELLOW LINE 12" SSWSB 12" SINGLE SOLID WHITE STOP BAR 24" SSWSB 24" SINGLE SOLID WHITE STOP BAR 8.PARKING SPACES SHALL BE STRIPED WITH 4" SSWL; HATCHED AREA SHALL BE STRIPED WITH 4” SSWL AT A 45° ANGLE, 2' ON CENTER. HATCHING, SYMBOLS, AND STRIPING FOR HANDICAPPED SPACES SHALL BE PAINTED BLUE AND WHITE. OTHER MARKINGS SHALL BE PAINTED WHITE OR AS NOTED. 9.THE CONTRACTOR SHALL RESTORE ANY DRAINAGE STRUCTURE, PIPE, UTILITY, PAVEMENT, CURBS, SIDEWALKS, LANDSCAPED AREAS OR SIGNAGE DISTURBED DURING CONSTRUCTION TO THEIR ORIGINAL CONDITION OR BETTER, AS APPROVED BY THE ENGINEER OF RECORD. DURING CONSTRUCTION CONTRACTOR IS TO HAVE THE SITE MAINTAINED FREE OF ALL TRASH, LITTER, DEBRIS, AND OVERGROWN VEGETATION. 10.THE OWNER SHALL BE RESPONSIBLE TO HAVE THE SITE MAINTAINED FREE OF ALL TRASH, LITTER, DEBRIS AND OVERGROWN VEGETATION. 11.PAVEMENT MARKINGS SHALL BE HOT APPLIED TYPE IN ACCORDANCE WITH NEW YORK DOT SPECIFICATIONS, UNLESS WHERE EPOXY RESIN PAVEMENT MARKINGS ARE INDICATED. 12.REFERENCE EASEMENT PLAN BY SURVEYORS. BUILD-OUT PERCENTAGE INSET MAP SCALE: 1" = 40' SIGN LEGEND A SIZES (IN)SUPPORTS 30"1R1-1 MUTCD # SIZES (IN)SUPPORTS MUTCD # SIZES (IN)SUPPORTS 12"x18" 12"x6"1R7-8 R7-8A B PARKING RESERVED ACCESSIBLE VAN 1 10/16/23 Revised Per Engineering Comments SHEET #:P1-14.5.2023CHIPOTLE 12 BALLSTON AVESARATOGA SPRINGS, NEW YORKEXISTING BUILDING - NORTH ELEVATIONEXISTING BUILDING - EAST ELEVATIONEXISTING BUILDING - SOUTH ELEVATIONEXISTING BUILDING - WEST ELEVATION SHEET #:P1-24.5.2023CHIPOTLE 12 BALLSTON AVESARATOGA SPRINGS, NEW YORKNEIGHBORING PROPERTY - ACROSS BALLSTON AVENEIGHBORING PROPERTY - ACROSS BALLSTON AVENEIGHBORING PROPERTY - ACROSS BALLSTON AVENEIGHBORING PROPERTY - ACROSS INTERSECTION SHEET #:P1-34.5.2023CHIPOTLE 12 BALLSTON AVESARATOGA SPRINGS, NEW YORKADJACENT NEIGHBORING PROPERTY - TO SOUTHNEIGHBORING PROPERTY - ACROSS HAMILTON STREETNEIGHBORING PROPERTY - ACROSS HAMILTON STREET 24' MINIMUM HEIGHT MEASURED TO TOP OF 1 1/2:12 PITCH "FLAT" ROOF SURFACE (24'-8" BUILDING HEIGHT SHOWN) (5) DOUGLAS FIR TIMBER BRACKETS: 2X8 VERT, 6X6 BRACE, 8X8 TOP 40 SF MAXIMUM WALL SIGN ON NORTHWEST FACADE HIGHER 2:12 "FLAT" SHED ROOF WITH LARGE OVERHANGS, PROMINENT ARCHITECTURAL FEATURE AT MAIN ENTRANCE, PER UDO DESIGN STANDARDS. RELATES TO OTHER SHED ROOF DETAILS AT BOWLING ALLEY AND ACROSS BALLSTON AVE 5'-0" DARK BRONZE PAINTED EQUIPMENT SCREEN TO CONCEAL ROOFTOP HVAC AND KITCHEN VENT ENDICOTT "MANGANESE IRONSPOT" STACK BOND VENEER BRICK FINISH ENDICOTT "MANGANESE IRONSPOT" VERTICAL STACK BOND VENEER BRICK FINISH 50% GLAZING BETWEEN 2'-10' ABOVE GRADE, ACHIEVED ON THIS ELEVATION WITH WALK UP ORDER WINDOW AND MAIN ENTRY GLASS STEP IN WALL AT FINISH TRANSITION PER UDO DESIGN STANDARDS 1 1/2" 1'-0" PAINTED 4X10 CEMENT BOARD PANELS WITH REVEAL HIGHER 2:12 "FLAT" SHED ROOF WITH LARGE OVERHANGS, PROMINENT ARCHITECTURAL FEATURE AT MAIN ENTRANCE, PER UDO DESIGN STANDARDS. RELATES TO OTHER SHED ROOF DETAILS AT BOWLING ALLEY AND ACROSS BALLSTON AVE5'-0" DARK BRONZE PAINTED EQUIPMENT SCREEN TO CONCEAL ROOFTOP HVAC AND KITCHEN VENT CANOPY AT STAFF ENTRANCE STEP IN WALL AT FINISH TRANSITION PER UDO DESIGN STANDARDS CHIPOTLE BRANDING WALL. CONCRETE BOARD PANELS PAINTED WITH PPG "AUTUMN RIDGE" WITH PREFINISHED ALUMINUM TUBES, COLOR MATCH TO STOREFRONT. INTEGRATED LED SYSTEM ENDICOTT "MANGANESE IRONSPOT" VERTICAL STACK BOND VENEER BRICK FINISH ENDICOTT "MANGANESE IRONSPOT" STACK BOND VENEER BRICK FINISH 1 1/2" 1'-0" PAINTED 4X10 CEMENT BOARD PANELS WITH REVEAL 1 2 40 8 24 x 36: 12 x 18: 1/4" = 1' 1/8" = 1' SHEET #: 4/26/2023 CHIPOTLE 12 BALLSTON AVE SARATOGA SPRINGS, NY ELEVATIONS A2 SCALE:1/4" = 1'-0" NORTWEST ELEVATION SCALE:1/4" = 1'-0" SOUTHEAST ELEVATION UPPER CEMENT BOARD: PPG "FOG" LOWER CEMENT BOARD, METAL PANELS AND STOREFRONT: PPG "KNIGHT'S ARMOR" BRICK: ENDICOTT "MANGANESE IRONSPOT" OVERHANG SOFFITS: STAINED DOUGLAS FIR BEAD BOARD 50% GLAZING BETWEEN 2'-10' ABOVE GRADE, ACHIEVED ON THIS ELEVATION WITH WALK UP ORDER WINDOW AND MAIN ENTRY GLASS PAINTED 4X10 CEMENT BOARD PANELS WITH REVEAL STEP IN WALL AT FINISH TRANSITION PER UDO DESIGN STANDARDS PRIMARY GUEST ENTRANCE 40 SF MAX WALL SIGN ON NORTHEAST FACADE DOUGLAS FIR BEAD BOARD SOFFIT, ALL OVERHANGS 5'-0" DARK BRONZE PAINTED EQUIPMENT SCREEN TO CONCEAL ROOFTOP HVAC AND KITCHEN VENT PAINTED CEMENT BOARD TRIM ENDICOTT "MANGANESE IRONSPOT" STACK BOND VENEER BRICK FINISH ENDICOTT "MANGANESE IRONSPOT" VERTICAL STACK BOND VENEER BRICK FINISH STANDING SEAM CANOPY AT STAFF DOOR. DARK BRONZE FINSIH TO MATCH STOREFRONT 1 2 40 8 24 x 36: 12 x 18: 1/4" = 1' 1/8" = 1' SHEET #: 4/26/2023 CHIPOTLE 12 BALLSTON AVE SARATOGA SPRINGS, NY ELEVATIONS A3 SCALE:3/16" = 1'-0" NORTHEAST ELEVATION SCALE:3/16" = 1'-0" SOUTHWEST ELEVATION UPPER CEMENT BOARD: PPG "FOG" LOWER CEMENT BOARD, METAL PANELS AND STOREFRONT: PPG "KNIGHT'S ARMOR" BRICK: ENDICOTT "MANGANESE IRONSPOT" OVERHANG SOFFITS: STAINED DOUGLAS FIR BEAD BOARD SHEET #: 4/26/2023 CHIPOTLE 12 BALLSTON AVE SARATOGA SPRINGS, NY BALLSTON AVE EXISTING A4 SHEET #: 4/26/2023 CHIPOTLE 12 BALLSTON AVE SARATOGA SPRINGS, NY BALLSTON AVE PROPOSED A5