TOWNHOUSES at WASHINGTON AVENUE

Transcription

1 TOWNHOUSES at C H R I S T I N A G R I F F I N A R C H I T E C T 1 0 S p r i n g S t r e e t, H a s t i n g s - o n - H u d s o n, N Y ARCITECTURAL REVIEW BOARD SUBMISSION 0-17 OWNER ARCHITECT CIVIL ENGINEER LIST OF DRAWINGS DATES CCI Properties Andrew Cortese, President 52 Cedar Street Dobbs Ferry, NY andrew@corteseconstruction.com Christina Griffin Architect, Christina Griffin AIA LEED AP CPHC Hastings-on-Hudson, NY cg@cgastudio.com JMC John Meyer Consulting, 120 Bedford Road Armonk, NY, TITLE SHEET RENDERING OF PROPOSED BUILDING S-1 SITE PLAN SECTIONS through SITE A-1 BASEMENT PLAN A-2 FIRST FLOOR PLAN A-3 SECOND FLOOR PLAN A-4 ATTIC PLAN A-5 WEST ELEVATION -COLOR SCHEME A-6 WEST ELEVATION A-7 EAST ELEVATION A-8 NORTH & SOUTH ELEVATIONS PRELIMINARY PLANNING BOARD SUBMISSION 9-15 WESTCHESTER COUNTY PLANNING SUBMISSION PLANNING BOARD SUBMISSION 8-15 PLANNING BOARD SUBMISSION ZONING BOARD SUBMISSION 4-16 ZONING BOARD SUBMISSION 0-16 ARB SUBMISSION 6 ARB SUBMISSION 4-16 PLANNING BOARD SUBMISSION PLANNING BOARD SUBMISSION 6-06 A-9 NORTH & SOUTH ELEVATION from ALLEYWAY As-Built drawings of the site improvements shall be submitted to the Village Engineer for review prior to obtaining Certificate of Occupancy.

2 ESTCODE ESTCODE ESTCODE ALLEYWAY 1.66% SLOPE ESTCODE ESTCODE T.O.W. W A S H I N G T O N A V E N U E CREATE NEW OPENING IN RETAINING WALL FOR NEW WALK EXISTING OPENING IN WALL TO REMAIN 5'-5" FROM SIDEWALK MAINTAIN EXIST SIDEWALK AND DRIVEWAY APRON 1 "RIGHT TURN ONLY" SIGN REMOVE 6 FEET OF EXIST WALL WALLS LOT AREA COVERAGE CALCULATIONS TABLE of ZONING DATA ZONING DISTRICT: MR 1.5 TAX DESIGNATION: SECTION 4.75, BLOCK 53, LOT 11 SIDEWALKS & STEPS INCLUDING 82 SF COMMON WALK & PARKING AREA AT 2-FAMILY HOUSE DRIVEWAY (OVER 960 SF) 1,090 SF EXIST DRIVEWAY NEW TURN-AROUND 380 SF NEW DRIVEWAY = 1690 SF SF = 730 SF BUILDING NOT INCLUDING PORCHES PORCHES TOTAL COVERAGE REQUIRED SIDE YARD SETBACK 20'-4" REQ. SIDE SETBACK 1 1 ±26'-8" EXISTING 2 1/2 STORY 2-FAMILY RESIDENCE 46'-9" ,126 SF / 0.60 AC 686 SF (2.6%) 1,047 SF (4.0%) 755 SF (2.8%) NOT INCLUDED 6,591 SF (25.2%) (1,743 SF EXIST. + 4,848 SF NEW) 690 SF (2.6%) (339 SF EXISTING SF NEW) S 624 SF (2.0%) TOTAL BUILDING COVERAGE BUILDING AND PORCHES ONLY 10,393 SF (39.8%) 7,185 SF (27.8%) 2 56'-2" 4'-9" CEDAR TRELLIS 72" H X 100" L NEW WOOD PLATFORM TURNING RADIUS 25.0' NEW WALK 35'-5" 36'-4" 38'-8" '-3" trellis PORCH EXISTING 2-STORY RESIDENCE PROPOSED TOWNHOUSES WASTE AREA BELOW trellis C CEDAR TRELLIS 72" H X 96" L TYPICAL 104'-8" EXISTING RETAINING WALL EXISTING OLD FOUNDATION WALL +/- 13'-0" ABOVE GRADE BUILDING TO BE REMOVED PORCH REQUIRED EXISTING PROPOSED LOT AREA 1,500 SF /.034 AC 26, SF / 0.6 AC 26, SF / 0.6 AC NUMBER OF DWELLING UNITS TO BE DETERMINED 2 7 MINIMUM LOT AREA PER DWELLING UNIT (DENSITY) 1,500 SF PER UNIT 13,063 SF PER UNIT 3,732 SF PER UNIT MAXIMUM DEVELOPMENT COVERAGE 15% / 1,491 SF 12% / 3,018 SF 39.8% / 10,393 SF VARIANCE REQUIRED TOTAL BUILDING COVERAGE (bldg. & porches only) % / 7185 SF OPEN SPACE 1,600 SF FOR EXISTING 2-FAMILY HOUSE 20,613 SF 2,135 SF AT EXISTING 2- FAMILY HOUSE, 2,800 SF FOR NEW TOWNHOUSES - 5,628 SF AT TOWNHOUSES, 7,800 SF COMMON SPACE MINIMUM LOT WIDTH FRONTAGE MAXIMUM BUILDING LENGTH 160 FT FT FT AT EXISTING BLDG., FT AT NEW BLDG. MAXIMUM BUILDING HEIGHT 3 STORIES / 40 FT 2 1/2 STORIES / FT 2 1/2 STORIES / 32.6 FT at NEW BUILDING MAXIMUM DRIVEWAY SLOPE 3% -- 3% MAXIMUM CURB CUT 24.0 FT 10.0 FT 26.0 FT FRONT YARD SETBACK 12.5 FT FT SF REAR YARD SETBACK 30.0 FT FT FT at OLD HOUSE, FT at NEW BUILDING SIDE ONE 13.5 FT FT FT SIDE TWO 15.0 FT FT FT TOTAL OF TWO SIDES 27.5 FT FT FT FRONT PARKING SETBACK 10 FT REAR PARKING SETBACK 5 FT +/- 2 FT 5 FT SIDE PARKING SETBACK 5 FT 0 FT 0 FT PARKING SUMMARY - TOTAL SPACES PROVIDED 4 SPACES +/- 2 SPACES 14 SPACES UTILITIES BELOW trellis REMAINS OF STONE STEPS 1 GATE WASTE AREA BELOW 38'-2" PORCH trellis REQ. REAR SETBACK 30'-0" 1 PORCH 1 A 37'-10" 19'-4" REQ.SIDE SETBACK 1 REQ. SIDE SETBACK 14.7' 1 EXISTING 2-STORY RESIDENCE 2 B W I L L I A M S S T R E E T EXISTING STONE RETAINING WALL TO REMAIN 22'-6" STEPS TO GARAGE 11'-6" 23'-5" PROPOSED TOWNHOUSES D 5 ZONING NOTES 1. PER ZONING CODE (295-71A), OPEN SPACE IS CALCULATED 200 SQUARE FEET FOR EACH BEDROOM: NEW TOWNHOUSES: (4) 3-BEDROOM UNITS AND (1 ) 2-BEDROOM UNIT = 14 BEDROOMS X 200 = 2800 SF EXISTING 2-FAMILY HOUSE: 8 BEDROOMS X 200 = 1,600 SF 2. PER ZONING CODE (295-72E), THE MIN. SIDE YARD IS AT LEAST 12 FEET OR 1/2 OF THE HEIGHT OF THE BUILDING WALL NEAREST THE SIDE LOT LINE, WHICHEVER IS GREATER, PLUS 1 FOOT FOR EACH 10 FEET LENGTH IN EXCESS OF 50 FEET. 3. A BUILDING WALL HEIGHT OF 25 FEET WAS USED TO CALCULATE THE FRONT AND SIDE YARD SETBACK. BASED ON INTERPRETATION PROVIDED BY HASTINGS BUILDING DEPARTMENT, BUILDING WALL HEIGHT IS FROM GRADE TO TOP OF ATTIC FLOOR. N SITE PLAN SCALE: 3/32" = FOR TREES & PLANTS, SEE ENGINEER'S LANDSCAPING PLAN FOR GRADES & ELEVATIONS, SEE ENGINEER'S LAYOUT & GRADING PLAN FOR EXTERIOR LIGHTING LAYOUT, SEE ENGINEER'S ELECTRICAL PLAN PLANNING BD PRE-SUBMISSION STONE CURB 45'-6" LONG STONE RETAINING WALL +/- 2'-9" ABOVE GRADE SITE PLAN PLANNING BOARD SUBMISSION 8-15 PLANNING BOARD SUB ZBA RE-SUBMISSION 0-16 ARB SUBMISSION 6 ARB SUBMISSION 4-16 PLANNING BOARD SUBMISSION 4-16 PLANNING BOARD SUB 6-06 W A R B U R T O N A V E N U E NEW STONE RETAINING WALL TO MATCH EXISTING INTERLOCKING PERVIOUS MASONRY PAVERS 5'-11" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 18'-3" 1 20'-0" '-6" NEW DEPRESSED CURB "RIGHT TURN ONLY" SIGN 9 S-1

3 ESTCODE ESTCODE TOW EL BOW EL SIDEWALK EL WARBURTON AVENUE SIDEWALK EL A 40'-0" 6'-6" 5'-1 1 2" 7'-6" 8'-10" SECTION through SITE SCALE: 1/8" = ATTIC 2ND FLOOR 1ST FLOOR GARAGE 4 6" 40'-0" FINISH GRADE AT BUILDING EL EXIST RETAINING WALL TOW EL ' GRADE EL '-6" EL ' 7'-4" D SIDEWALK EL SECTION PORCH FLOOR EL SPACE FOR (4) 24"SQ X 36"H 44 GALLON WASTE RECEPTACLES & (2) 20" x 23" x 31" H RECYCLING BINS 8" SECOND FLOOR EL FIRST FLOOR EL '-4" BASEMENT EL WASHINGTON AVE +/- 4'-6" 28'-4" 23'-9" B SECTION through SITE SCALE: 1/8" = +/-34'-9" 40'-0" 8'-10" 5'-1 2" 1 ATTIC UNIT 1 UNIT 2 UNIT 3 UNIT 4 UNIT 5 GARAGE 23'-2" 13'-3" FINISHED GRADE EL EXISTING RETAINING WALL TOW EL BOW EL EL '-1 2" 1 +/-2 WILLIAMS STREET ZBA RE-SUBMISSION 0-16 ARB SUBMISSION 6 ARB SUBMISSION 4-16 PLANNING BOARD SUBMISSION 4-16 PLANNING BOARD SUB '-6" FINISH GRADE EL EXIST RETAINING WALL TOW EL BOW EL '-7" EL APPROX HEIGHT 2 PLANNING BD PRE-SUBMISSION PLANNING BOARD SUBMISSION 8-15 PLANNING BOARD SUB SECTION THROUGH SITE FINISH GRADE EL C SECTION through SITE SCALE: 1/8" =

4 STONE COLOR, PATTERN, TEXTURE & MORTAR OF NEW RETAINING WALLS TO MATCH EXISTING SQUARE TAPERED COLUMN SCALE: N.T.S. BLACK PAINTED STEEL RAILING See Elevations SCALE: N.T.S. S-3 ZBA SUBMISSION 4-16 PLANNING BD PRE-SUBMISSION PLANNING BOARD SUBMISSION PLANNING BOARD SUBMISSION PLANNING BOARD SUBMISSION PLANNING BOARD SUBMISSION PLANNING BOARD SUBMISSION PLANNING BOARD SUBMISSION 8-15 PLANNING BOARD SUB PLANNING BOARD SUBMISSION 4-16 PLANNING BOARD SUB 6-06 ZBA RE-SUBMISSION 0-16 ARB SUBMISSION 6 ARB SUBMISSION 4-16 SCALE: N.T.S. COLOR SCHEME SITE DETAILS WEST ELEVATION COLOR SCHEME HASTINGS-ON-HUDSON, NY TOWNHOUSES at

5 20'-0" 9'- HANDICAP ACCESS AISLE HANDICAP ENTRANCE 4'- 17'- 16'- 1 1 HANDICAP '-0" '-8" 17'-8" '-0" '-2 1/2" 10 2'-2 1/2" ELEVATOR 5'-10" 48'-0 1/4" 46'-0 1/4" 4 4 4'-4" UTILITY & ELEV MECH ROOM x 6 SELF CLOSING, SELF LOCKING ACCESS DOOR 2 2 GARAGE 10 PARKING SPACES EL. 82.5' 2 53'-11 3/4" 13'-2 1/4" 1'-10" BIKE RACK (1) 20"X23" x 31" H RECYCLING & (2)24" SQ x 36"H WASTE CONTAINERS 6'-5" PORCH ABOVE UP BOLLARD AT EACH CORNER (2) 20"x23"x31"H RECYCLING & (4) 24" SQ x 36"H WASTE CONTAINERS 5'-11" 7'-0" UP x 6 UTILITY ROOM 12'-10 1/2" GARAGE ENTRY drain UP BOLLARD AT EACH CORNER (2) 20" X 23" x 31" H RECYCLING & (4) 24" SQ x 36" H WASTE CONTAINERS '-1" 22'-7" x 6 UP PORCH ABOVE GARAGE ENTRY PORCH ABOVE 1 ZBA RE-SUBMISSION 0-16 ARB SUBMISSION 6 ARB SUBMISSION 4-16 PLANNING BOARD SUBMISSION 4-16 PLANNING BOARD SUB 6-06 PLANNING BD PRE-SUBMISSION PLANNING BOARD SUBMISSION 8-15 PLANNING BOARD SUB ZBA SUBMISSION 4-16 BASEMENT PLAN 104'-8" DRIVEWAY BASEMENT PLAN A-1

6 4 5'-3" 14'-2" 13'-8" 4'-2" " EA = 122"/10'-2" ELEVATOR HC POWDER ROOM UP 1 6'-6" 6'-6" 4'-2 3/4" FAMILY ROOM LIVING ROOM '-2 3/4" 19'-0 3/4" 1 14'-5 1/4" DINING KITCHEN 3'-7" 11'-8 1/2" 30" WORK SURFACE CLO 20'-0 3/4" DINING KITCHEN 6'-10 1/2" 1 1 LIVING ROOM PANTRY CLO CLO " EA= 122"/10'-2" 15'-9 3/4" 10'-6" 18'-2 1/4" DINING KITCHEN LIVING ROOM 20'-0 3/4" DINING 14'-5 1/4" KITCHEN PANTRY PANTRY PANTRY POWDER ROOM 3'-9" FAMILY ROOM 11'-6 1/2" 6'-10 1/2" FAMILY ROOM UP UP UP LIVING ROOM 13'-7 1/2" 2'-4 1/2" 2'-4 1/2" 18'-3 1/2" 13'-7 1/2" 1 20'-8 1/2" 104'-8" 5'-6" 3'-0" 1 1'-7 1/2" 3'-5 1/4" 8'- 8'- 7'-11 3/4" 9'-2 1/4" 9'-2 1/4" ROOF FAMILY ROOM 1-5 3'-9 1/4" 7'-0" 7'-0" 17'-7" 3'-9" UP " EA= 122"/10'-2" POWDER ROOM 2'-6" 2'-9" 2'-9" 3'-0" 20'-8 1/2" '-3 1/4" UNIT 1 UNIT 2 UNIT 3 UNIT 4 UNIT 5 A A A 1-6 6'-7" 9'-4" 12'-10" 6'-9" COMMON ALLEY 8'-7" 9'-5" 11'-6" '-4 1/2" '-9" " EA= 122"/10'-2" POWDER ROOM 2'-9" 2'-9" 4'-9 3/4" 4'-3" A CLO 2'-4 1/2" CLO " EA= 122"/10'-2" POWDER ROOM 1 19'-0 3/4" 14'-5 1/4" FAMILY ROOM DINING KITCHEN 3'-9" 11'-8 1/2" 2'-4 1/2" 18'-3 1/2" A LIVING ROOM 1 AIR CONDENSER UNIT 30" X 30" X 30" H WITH WOOD SCREEN TYPICAL 10'-1 1/4" 20'-2 1/2" '-1 1/4" '-7" 9'-4" 6'-7" 4 4 ZBA RE-SUBMISSION 0-16 ARB SUBMISSION 6 ARB SUBMISSION 4-16 PLANNING BOARD SUBMISSION 4-16 PLANNING BOARD SUB '-9" 1'-7" 4'-11 3/4" 1'-7" 5'-5" 5'-8" 12'-11 3/4" PORCH PORCH PORCH DN DN DN 7'-0" FIRST FLOOR PLAN DN 2'-0 1/4" 9'-9 3/4" 26'-0 3/4" 2'-2 1/4" '-1" 5'-10" 7'-0" 5'-9" UP 9'-1" 4'-6" 6'-11 1/4" 4'-7" EQ EQ EQ 29'-6" 16'-6 3/4" 22'-0 1/4" 1 DRIVEWAY PLANNING BD PRE-SUBMISSION PLANNING BOARD SUBMISSION 8-15 PLANNING BOARD SUB ZBA SUBMISSION ST FLOOR PLAN A-2

7 4 1'-9" 1 14'-3" 16'-3" 1'-9" 2'-6 3/4" DN " EA= 122"/10'-2" ELEVATOR 4'-9 3/4" UNIT 1 UNIT 2 UNIT 3 UNIT 4 UNIT 5 21'-2 3/4" 17'-7" 21'-3 1/4" 18'-4 1/2" 20'-2 1/2" 10'-6" 10'-8 3/4" 1 12'-5 1/4" 3'-0" 4'-9" 5'-10 1/2" LAUNDRY 1 5'-6" 10'-2" 18'-4" BEDROOM 10'-2" 12'-5 1/4" 13'-5 1/4" 5'-1 1/2" 5'-1 1/2" 14'-5 1/4" 11'-5 1/4" 13'-7 1/2" BEDROOM BEDROOM BEDROOM 1 BEDROOM 2 BEDROOM 1 BEDROOM 1 BEDROOM 2 BEDROOM 1 BEDROOM 1 BEDROOM 2 10'-1 3/4" 10'-1 3/4" ROOF 2-3 BEDROOM 4'-6" 11'-10 3/4" 5'-3 1/2" 5'-3 1/2" 5'-1 1/2" 14'-5 1/4" LAUNDRY 11'-5 1/4" 13'-8" BEDROOM 1 DN " EA= 122"/10'-2" 5'-3" 5'-6" 5'-3" LAUNDRY DN DN DN CLO 104'-8" 10'-7 1/2" 10'-7 3/4" 2-4 LAUNDRY 18'-8" 5'-2" 5'-2" 1 1'-9" 1'-9" C L C L 5'-6" 5'-6" 15'-9" 1'-9" 15'-9" 1'-9" 9'-2 1/4" " EA= 122"/10'-2" 9'-2 1/4" 4'-9" 7'-0" 4'-10" " EA= 122"/10'-2" 10'-1 1/4" 3'-8 1/2" LAUNDRY 1 10'-1 1/4" 10'-1 3/4" 10'-1 3/4" '-5 1/4" 5'-6" 3'-0" 4'-9" 5'-10 1/2" 11'-10 3/4" 1'-9" 17'-4" 7'-10" 17'-4" 1'-9" 4 4 ZBA RE-SUBMISSION 0-16 ARB SUBMISSION 6 ARB SUBMISSION 4-16 PLANNING BOARD SUBMISSION 4-16 PLANNING BOARD SUB '-3 1/2" 3'-5" 3'-5" 4'-10 1/2" 5'-2" 4'-5" 5'-6" 6'-10" 4'-2" SECOND FLOOR PLAN ROOF ROOF ROOF '-1" 16'-6 3/4" 22'-0 1/4" 104'-8" PLANNING BD PRE-SUBMISSION PLANNING BOARD SUBMISSION 8-15 PLANNING BOARD SUB ZBA SUBMISSION ND FLOOR PLAN A-3

8 4 3'-0" 29'-4" 3'-0" 14'-8" 14'-8" 4'-1 3/4" 4'-6 1/4" WALL BELOW 4'-6" UNFINISHED ATTIC 4'-6" 21'-2 3/4" 17'-7 3/4" 21'-2 1/2" 3'-8 3/4" 4'-6" UNFINISHED ATTIC UNIT 1 UNIT 2 UNIT 3 UNIT 4 UNIT 5 3'-8 3/4" 4'-6" 4'-4 1/4" 4'- 4'-11 1/4" 7'-8 1/4" 5'-0 1/2" 3'-2" 3'-8 1/4" 4'-6" 3'-8 3/4" 4'-6" 4'- UNFINISHED ATTIC 1 1 4'-1 1/4" 3'-2 1/4" 7'-8 1/4" 4'- 4'-6" 3'-8 3/4" 4'-6" 4'-6 1/2" 22'-0 3/4" 15'-11 1/2" 22'-0 3/4" 4'-2" WALL BELOW UNFINISHED ATTIC 17'-4 1/4" WALL BELOW 6'-3 1/2" 4'-6" 6'-6 3/4" 4'-9 1/4" 4'-6" 3'-8 3/4" 4'-6" 3'-8 3/4" 16'-6 3/4" 21'-2 3/4" UNFINISHED ATTIC '-3 1/2" 4'-6" 5'-9 1/4" 4'-7 3/4" 4'-6" 3'-8 3/4" 4'-6" 4'-7 3/4" 22'-0 1/4" 14'-8" 14'-8" 3'-0" 29'-4" 3'-0" 4 ZBA RE-SUBMISSION 0-16 ARB SUBMISSION 6 ARB SUBMISSION 4-16 PLANNING BOARD SUBMISSION 4-16 PLANNING BOARD SUB 6-06 ATTIC PLAN 104'-8" ATTIC PLAN PLANNING BD PRE-SUBMISSION PLANNING BOARD SUBMISSION 8-15 PLANNING BOARD SUB ZBA SUBMISSION 4-16 A-4

9 5'-2" NEW 30 YEAR CERTAINTEED, ARCHITECTURAL, FIBERGLASS SHINGLE ROOFING CASEMENT WINDOWS 32-' 6" 7'-0" 6'-6" 8'-10" 3'-8" 2'-6" DOUBLE HUNG WINDOWS 30 YEAR ARCHITECTURAL, FIBERGLASS SHINGLE ROOFING STANDING SEAM COPPER ROOF 6" SMOOTH CEMENT BOARD BAY WINDOW CLAPBOARD SIDING STONE VENEER 1-9 MAHOGANY HANDRAIL, AZEK RAILING & SQUARE BALUSTERS WITH PAINTED FINISH, TYPICAL EXISTING STONE RETAINING WALL MAHOGANY DOOR, TYPICAL TAPERED SQ COLUMN WEST ELEVATION BRICK VENEER SLOPED GRADE NEW STONE WALL TO MATCH EXISTING HARDIPLANK SHINGLES NEW STONE WALL TO MATCH EXISTING TAPERED SQ COLUMN 1 1/2" THICK BLUESTONE TREADS, TYPICAL NEW STONE WALL TO MATCH EXISTING DOOR TO GARAGE CLAPBOARD SIDING SLOPED GRADE NEW STONE WALL TO MATCH EXISTING AZEK FENCE W/ PAINTED FINISH HARDIPLANK SHINGLES STONE VENEER 1 1/2" THICK BLUESTONE TREADS, TYPICAL 1 STANDING SEAM COPPER ROOF TAPERED SQ COLUMN MAHOGANY HANDRAIL, AZEK RAILING, SQUARE BALUSTERS & POSTS WITH PAINTED FINISH NEW GARAGE DOOR, PAINTED FINISH GARAGE DOOR HDR NEW STONE WALL TO MATCH EXISTING 8'-6" WEST ELEVATION ZBA RE-SUBMISSION 0-16 ARB SUBMISSION 6 ARB SUBMISSION 4-16 PLANNING BOARD SUBMISSION 4-16 PLANNING BOARD SUB 6-06 PLANNING BD PRE-SUBMISSION PLANNING BOARD SUBMISSION 8-15 PLANNING BOARD SUB ZBA SUBMISSION 4-16 A-5

10 40'-6" 30'-5 1/4" 28'-6" 10'-2" 10'-2" 7'-0" 5'-2" 6'-6" AIR CONDENSER UNIT 30" X 30" X 30" H WITH WOOD SCREEN TYPICAL ' 6" '-10" EAST ELEVATION ZBA RE-SUBMISSION 0-16 ARB SUBMISSION 6 ARB SUBMISSION 4-16 PLANNING BOARD SUBMISSION 4-16 EAST ELEVATION PLANNING BOARD SUB 6-06 PLANNING BD PRE-SUBMISSION PLANNING BOARD SUBMISSION 8-15 PLANNING BOARD SUB ZBA SUBMISSION 4-16 A-6

11 28'-6" CLAPBOARD SIDING BAY WINDOW DOUBLE HUNG WINDOWS CLAPBOARD SIDING MAXIMUM BUILDING HEIGHT 40'-0" 28'-6" SHINGLES NEW 30 YEAR CERTAINTEED, ARCHITECTURAL, FIBERGLASS SHINGLE ROOFING CASEMENT WINDOWS STANDING SEAM COPPER ROOF TAPERED SQ COLUMN MAHOGANY HANDRAIL, AZEK RAILING, SQUARE BALUSTERS & POSTS WITH PAINTED FINISH 32-' 6" 40'-0" 5'-2" 7'-0" 6'-6" FRONT GRADE PROFILE SCALE: 1/2" = STONE VENEER STONE VENEER NEW 30 YEAR CERTAINTEED, ARCHITECTURAL, FIBERGLASS SHINGLE ROOFING CASEMENT WINDOWS 5'-2" SHINGLES CLAPBOARD SIDING DOUBLE HUNG WINDOWS 3-1 BUILDING HEIGHT 32'-8" 40'-0" MAXIMUM BUILDING HEIGHT 4" 2" 1" X 1/2" SUBRAIL BELOW HANDRAIL 1 1/2" X 1/2" SUBRAIL 1/2"Ø CAST IRON 3" O.C. 1 1/2" X 1/2" BOTTOM RAIL PLATE 4" NORTH ELEVATION ZBA RE-SUBMISSION 0-16 ARB SUBMISSION 6 ARB SUBMISSION 4-16 PLANNING BOARD SUBMISSION 4-16 PLANNING BOARD SUB 6-06 PYRAMID SHAPED TOP AT ALTERNATING BALUSTERS 1 1/4" CAST IRON NEWEL POST BALL 1 1/2" SQ. CAST IRON POST, MAX. 5"-0" O.C. 1 3/4" WIDE MOULDED CAST IRON HANDRAIL RAILING DETAIL SCALE: 1/2" = 3" 40'-0" 10'-2" 7'-0" 6'-6" 3'-8" STONE VENEER STANDING SEAM COPPER ROOF TAPERED SQ COLUMN MAHOGANY HANDRAIL, AZEK RAILING, SQUARE BALUSTERS & POSTS WITH PAINTED FINISH 32-' 6" '-6" PLANNING BD PRE-SUBMISSION PLANNING BOARD SUBMISSION 8-15 PLANNING BOARD SUB ZBA SUBMISSION 4-16 WEST ELEVATION SCHEME B 8'-10" SOUTH ELEVATION A-7

12 32-' 6" 5'-2" 10'-2" 7'-0" 6'-6" STANDING SEAM COPPER ROOF CLAPBOARD SIDING DOUBLE HUNG WINDOWS TAPERED SQ COLUMN MAHOGANY HANDRAIL, AZEK RAILING, SQUARE BALUSTERS & POSTS WITH PAINTED FINISH BRICK VENEER SHINGLES NEW 30 YEAR CERTAINTEED, ARCHITECTURAL, FIBERGLASS SHINGLE ROOFING CASEMENT WINDOWS '-6" 3'-8" SOUTH ELEVATION as seen from ALLEYWAY NEW 30 YEAR CERTAINTEED, ARCHITECTURAL, FIBERGLASS SHINGLE ROOFING CASEMENT WINDOWS 28'-6" CLAPBOARD SIDING DOUBLE HUNG WINDOWS SHINGLES NORTH ELEVATION as seen from ALLEYWAY STONE VENEER STANDING SEAM COPPER ROOF TAPERED SQ COLUMN MAHOGANY HANDRAIL, AZEK RAILING, SQUARE BALUSTERS & POSTS WITH PAINTED FINISH 32-' 6" 2'-7" 5'-2" 7'-0" 6'-6" 8'-10" ZBA RE-SUBMISSION 0-16 ARB SUBMISSION 6 ARB SUBMISSION 4-16 PLANNING BOARD SUBMISSION 4-16 PLANNING BOARD SUB 6-06 PLANNING BD PRE-SUBMISSION PLANNING BOARD SUBMISSION 8-15 PLANNING BOARD SUB ZBA SUBMISSION 4-16 COLOR SCHEME A-8

13 March 22, 2017 Members of the Hastings Architectural Review Board Village of Hastings-on-Hudson 7 Maple Avenue Hastings-on-Hudson, NY Re: Townhouses at Washington Avenue Revised Documents for review by the Architectural Review Board Dear Members of the Architectural Review Board: As the Architect for the proposed townhouses at Washington Avenue, I am submitting an the following revised documents for your review: Title Sheet, dated 0-17 S-1 Site Plan, dated 0-17 Sections through the Site, dated 0-17 S-3 Color Scheme, Material Details, dated 0-17 A-1-A-4 Basement, First Floor, Second Floor and Attic Floor Plans, dated 0-17 A-5 West Elevation, dated 0-17 A-6 East Elevation, dated 0-17 A-7 North & South Elevations, Railing Detail dated 0-17 A-8 North & South Elevations as Seen from Alleyway, dated 0-17 C-2 Grading Engineer s Plan On July 11, 2016, the Architectural Review Board approved on condition the following changes be made: Guard rails at retaining walls and along walkway. Coordinate Engineering and Architectural Drawings and resubmit railing and wall details. The columns notes show square tapered columns, see details on S-3 Accent path lights to be located in the walls and steps, see attached lighting Specifications. Notes have been added to show new stone wall to match existing, see Site Plan & S-3 I look forward to presenting the revised drawings at the April 3, 2017 Architectural Review Board meeting.thank you for your time and effort to review our proposal. Sincerely, Christina Griffin AIA LEED AP CPHC cc: Andrew Cortese, President of CCI Properties

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