P:\2995\Drawings\Final\2995 Layout Base ZBA SITE PLAN EXHIBIT.dwg
ADA NOTES:
1. ALL IMPROVEMENTS ARE TO BE MADE PER THE MOST RECENT ADA STANDARDS FOR ACCESSIBLE DESIGN.
2. ALL SIDEWALKS ON AN ACCESSIBLE ROUTE SHALL HAVE A MAXIMUM RUNNING SLOPE OF 5% (1:20) AND A MAXIMUM CROSS-SLOPE OF 2% (1:48).
3. ALL LANDINGS ALONG AN ACCESSIBLE ROUTES SHALL HAVE A MAXIMUM SLOPE OF 2% (1:48) IN ALL DIRECTIONS.
4. ALL CURB RAMPS SHALL HAVE A MAXIMUM RUNNING SLOPE OF NO GREATER THAN 8% (1:12).
5. ALL CURB RAMP SIDE SLOPES SHALL HAVE A MAXIMUM SLOPE OF 10% (1:10).
6. ANY RUNNING SLOPE GREATER THAN 5% (1:20) IS TO BE CONSIDERED A RAMP AND MUST COMPLY WITH THE ADA STANDARD REQUIREMENTS FOR RAMPS.
7. PARKING (SEE DETAIL): e ALL ACCESSIBLE PARKING SPACES TO BE 9° X 18’ ¢ ALL ACCESS AISLES TO BE 9’ X 18’ ¢ MAXIMUM SLOPE IN ALL DIRECTIONS TO BE NO GREATER THAN 2% (1:48) FOR BOTH PARKING STALL AND STRIPED AISLE. * ONE IN SIX ACCESSIBLE PARKING SPACES SHALL MEET THE VAN ACCESSIBLE STANDARDS PER THE ADA GUIDELINES
7. PARKING SIGNAGE: ALL ACCESSIBLE PARKING SPACES AND ACCESS AISLES TO BE PROVIDED SIGNAGE PER THE MOST RECENT ADA STANDARD REQUIREMENTS. (SEE. SIGN DETAIL).
8. ALL OTHER IMPROVEMENTS TO BE IN CONFORMANCE WITH THE MOST RECENT ADA STANDARDS FOR DESIGN.
CONCEPT SITE NOTES:
MC: MEDIUM—INTENSITY COMMERCIAL DISTRICT LMR: LOW-MEDIUM RESIDENTIAL DISTRICT
£3.33 ACRES
AUTOMOBILE SALES
APPLICABLE DEVELOPMENT STANDARDS PROPOSED ARE AS FOLLOWS:
MIN. LOT SIZE
MIN. LOT WIDTH
SETBACKS (MC) FRONT SIDE REAR
MINIMUM BUFFER AREA (MC)
FRONT
SIDE
REAR
REAR (ADJOINING
RESIDENTIAL SINGLE—
FAMILY DISTRICTS) MAX. LOT COVERAGE MAX. BLDG. HEIGHT
PARKING STALL QTY:
REQUIRED. 45,000 SF
150° 50’
20° 75°
50° 20° 25°
100’
20%
35°
9°X20’
EXISTING £145,091 SF
4151.4" +162.5°
+23.5° £600.2’
50.5" 6.6" N/A
461.6" +6% (+8,500 SF)
+20’
9°x20’
1 SPACE/175 GSF
56 SPACES
68 SPACES
PROPOSED. £145,091 SF (PRE-EXISTING) +151.4’ (PRE-EXISTING)
+162.5° (PRE-EXISTING)
+23.5' (PRE-EXISTING) £600.2’ (PRE-EXISTING)
43.6" 3.3 N/A
461.6’
+7% (+9,700 SF) +20° 9'x20"
100 SPACES
5. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE MOST RECENT STANDARDS AND SPECIFICATIONS OF THE TOWN OF WEBSTER AND THE APPROPRIATE MONROE COUNTY AND NEW YORK STATE AGENCIES, UNLESS OTHERWISE NOTED.
Tnawanvd 40 3003
N/F ANY REV, LLC 755 RIDGE ROAD T.A. No. 079.17-1-23.11
PROPOSED ADA ACCESSIBLE PARKING SPACES AND SIGNAGE (TYP) (SEE DETAIL) (SEE NOTES)
CAPPED COSTICH |
xX
COPYRIGHT © 2025 \. BME Associates
BOUNDARY LINE
SETBACK LINE
ZONING DISTRICT LINE
EXISTING EASEMENT LINE
PROPERTY MARKER FOUND
RECORD WATERMAIN & EX. HYD, AND VALVE EXISTING STORM SEWER, CATCH BASIN & MANHOLE EXISTING SANITARY SEWER AND MANHOLE RECORD UNDERGROUND ELECTRIC
RECORD UNDERGROUND FRONTIER UTILITIES RECORD UNDERGROUND GAS
LIMITS OF WETLAND WETLAND BUFFER
642 RIDGE ROAD LLC T.A. No. 079.17-1—21.001
— / — Oo RAVEL — i G — —_— or ee Nororw_ 945.8 — EDGE OF PAVEMENT 1 L ro eto Lon Kw ——! a ee ee BOOK N/F — \ Faris 1 STORY MASONRY SAMUEL JOHN & KATIE —_ = _ +> TH BLOCK DOMENICA 5 B 5248" & METAL BUILDING 740 EASTWOOD CIRCLE —_ _ — ay CONC. FF=437.68 TA. No. 079.17-1-49 —_ _ / \\ C9) ASPHALT Se seve _ —— / | = Blo “te _———__— 63.4 / \f a ml VAULT —— 6 . Z ee aa © ry a le = iene ele @ (1) % © 2 SN’ N/E ls aa! PROPOSED 5” CONCRETE ° @®\? WEBSTER ANY REV, LLC $ ais\\ fe vs 755 RIDGE ROAD /§ 22} BOLLARD (TYP) (SEE DETAIL) ; N/F 2 x i RS T.A. No. 079.17-1-23.11 y coe \ rm iS Xe BRIAN Ve COLLEEN L. 8 Fs a Jé S 3.351 ACRESt s \ | \ > veweNt —c¥ le | 2 <) ° F PA 742 EASTWOOD CIRCLE S o a S SS cS | | \ Ta = a PAVEMENT T.A. No. 079.17-1-50 3 % Lk /§ 1 eh) rT et ee ng EDGE OF 5) 8 3 / | = | | a _. io 4461.6" / € iS an —— rat a /. oS ke PA TeMt 20 S so — BE 965-32 ae : #8 \ — so7'27 | re EDGE OF PAVEMENT - CH Il 1” PIPE TALL __ ee — — N/F | / —_—— NOR-WEB, INC N/F | _ 771 RIDGE ROAD MARGARET E. WALKER —_— T.A. No. 079.17-1-21.11 744 EASTWOOD CIRCLE T.A. No. 079.17-1-51 _ _ —— —_— N/F
NOT APPROVED
STACI_LN
HATCH RD. \
woe
TOWN OF WEBSTER
This plan has not received final approval of all reviewing agencies. This plan is subject to revisions until all approvals are obtained and should not be used for construction purposes.
oD
43.6
MITSUBISHI SIGN
ASPHALT
PROPOSED 5” CONCRETE BOLLARD (TYP) (SEE DETAIL)
AVEMENT
LOCATION MAP
NOT TO SCALE
Trananvd 30 2003
A
2 3 Es Cr, MAILBOX 765 2 é \
5
s
GUY
EDGE OF PAVEMENT
2 Es \ % ES = Cc A
5/8” REBAR BENTO __
__
Drawing Alteration The following is an excerpt from the New York State Education Law Article 145 Section 7209 and applies to this drawing: "It is a violation of this law for any person, unless he is acting under the direction of a licensed professional
seal of an engineer or land surveyor i altered, the altering engineer or land and the notation "altered by” followed
alteration, and a specific description of the alteration.”
engineer or land surveyor to alter any item in any way. If an item bearing the
surveyor shall affix to the item his seal
by his signature and the date of such
BY
KX /XX/25) AND
DATE
XX
REVISIONS
6 5 4 3 2 1
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BME Associates
585-377-7360
WWW.BMEPC.COM
ENGINEERS #* SURVEYORS ¢ LANDSCAPE ARCHITECTS 10 LIFTBRIDGE LANE EAST FAIRPORT, NEW YORK 14450
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\. PHELPS & GORHAM PURCHASE, TOWNSHIP #13, RANGE 4, TOWN LOT 59, TAX MAP NUMBER 079.17-1-22
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