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SITE DEVELOPMENT PLANS for Engineering Architecture ROYAL CAR WASH TOWN of CANANDAIGUA, ONTARIO COUNTY, NEW YORK P.N

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SITE DEVELOPMENT PLANS for Engineering Architecture ROYAL CAR WASH TOWN of CANANDAIGUA, ONTARIO COUNTY, NEW YORK P.N HORIZONTAL SCALE 30 0 15 30 60 SCALE: 1"=30' PASSERO ASSOCIATES SITE DEVELOPMENT PLANS FOR engineering architecture ROYAL CAR WASH TOWN OF CANANDAIGUA, ONTARIO COUNTY, NEW YORK P.N. 20182698.0001 CANANDAIGUA - VICTOR RD S.H. 484 TOWN OF CANANDAIGUAPROJECT SITE (ROW WIDTH VARIES) NYS ROUTE 332 LP LOCATION SKETCH N.T.S. Client: ROYAL WASH CANANDAIGUA, LLC 2851 MONROE AVE ROCHESTER, NY 14618 CANANDAIGUA - VICTOR ROAD S.H. 484 PROPOSED TREE LINE PASSERO ASSOCIATES NEW YORK STATE ROUTE 332 242 West Main Street Suite 100 (585) 325-1000 Rochester, New York 14614 Fax: (585) 325-1691 Principal-in-Charge Jess D. Sudol, P.E. ( ROW WIDTH VARIES ) Project Manager David L. Cox, P.E. Designed by Jon Daniels SAND FILTER STORMWATER MANAGEMENT AREA SAND FILTER David Cox PROPOSED ROYAL Revisions CAR WASH VEGETATED No. Date By Description SWALE 4,096 S.F. LP 7/16/2019 7:42 PM PROPOSED TREE LINE UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND ARTICLE 147 SECTION 7307. THESE PLANS ARE COPYRIGHT PROTECTED c LP COVER ROYAL CAR WASH Town/City: Canandaigua County: Ontario State: New York Project No. 20182698.0001 Drawing No. Sheet No. C101 1 NYSDOT DESIGNER CONTACT STATEMENT Scale: PASSERO ASSOCIATES IS RESPONSIBLE FOR THE DESIGN OF THIS PROJECT. DAVID COX, P.E. IS 1" = 30' THE DESIGNER AND IS FAMILIAR WITH NYSDOT STANDARDS AND REQUIREMENTS AND SHALL BE CONTACTED AT (585) 325-1000 TO RESOLVE ISSUES OR PROBLEMS DURING CONSTRUCTION. Date ALL REVISIONS, INCLUDING REVISIONS NECESSARY DUE TO FIELD CONDITIONS, SHALL BE APPROVED BY THE NYSDOT. MARCH 2019 Y:\PROJECTS-NEW\2018\20182698\20182698.0001\DRAWINGS\ENGINEERING\20182698.0001_SITE PLANS.DWG NOT FOR CONSTRUCTION LEGEND: HORIZONTAL SCALE 30 0 15 30 60 PROPERTY BOUNDARY RIGHT OF WAY SCALE: 1"=30' EXISTING CENTER LINE ROAD SETBACK PROPOSED EASEMENT LINE EXISTING EASEMENT LINE PASSERO ASSOCIATES engineering architecture PROPOSED BUILDING 14 PROPOSED PARKING COUNT PROPOSED CONCRETE PROPOSED ACCESS RAMP PROPOSED PAVEMENT STRIPING PROPOSED CURB PROPOSED SIGN EXISTING SIGN PROPOSED LIGHT POLE PROPOSED BUILDING MOUNTED LIGHT X X X X X X X X X X X X X EXISTING FEATURE TO BE REMOVED PROPOSED TREE LINE EXISTING TREE LINE TO BE MODIFIED CANANDAIGUA - VICTOR RD S.H. 484 TOWN OF CANANDAIGUAPROJECT SITE (ROW WIDTH VARIES) NYS ROUTE 332 LP LOCATION SKETCH N.T.S. Client: ROYAL WASH CANANDAIGUA, LLC 2851 MONROE AVE ROCHESTER, NY 14618 HH N 72°51'40" E DEED 487.24' DEED/MEAS. PP PROPOSED TREE LINE CANANDAIGUA - VICTOR ROAD S.H. 484 PASSERO ASSOCIATES NEW YORK STATE ROUTE 332 242 West Main Street Suite 100 (585) 325-1000 Rochester, New York 14614 Fax: (585) 325-1691 778.6' EXISTING GRAVEL PARKING TO BE REMOVED Principal-in-Charge Jess D. Sudol, P.E. AREA, ASHPALT DRIVE, AND ( ROW WIDTH VARIES ) Project Manager David L. Cox, P.E. ASPHALT APRON TO BE REMOVED S 25°42'22" E DEED Designed by Jon Daniels 778.5' X X X X X X X X X X X X X X X 778.6' X X X X X X X X X X X 779.1' X X X X X X X TO BE REMOVED X X X X X X X X X X X X X X X 184.68' DEED/MEAS. X X X X X X X X X X X 778.9' X X X X X X X X X EXISTING SANITARY X X TO BE REMOVED X 157.70' D/M X X X LATERAL TO BE REUSED. X X X X X X X PORTION OF EXISTING X X X X X X X X EXISTING TREE LINE X X SANITARY LATERAL TO BE X X X X TO BE MODIFIED X X X XX X REMOVED REQUIRES X X X X X X X X X X X ASBESTOS ABATEMENT. 778.8' X X X X TO BE REMOVED David Cox X X G X X X X X X X X X X X XX X X X XX X X X X X X X X X X 778.6' X X X X X X X X 778.7' TO BE REMOVED X 778.8' X Revisions X X X X X No. Date By Description X X X X X X X X X 783.21' X X N 03°16'20" E DEED TO BE REMOVED X X X X X X E LP 7/16/2019 7:42 PM TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED PROPOSED TREE LINE EXISTING ONE STORY FRAME HOUSE WS PP TO BE DEMOLISHED. CONTRACTOR TO 17.17' D/M S 72°51'40" W DEED COORDNIATE WITH LOCAL UTILITY 576.04' DEED/MEAS. S20°08'40"E DEED COMPANIES FOR UTILITY ABANDONMENT. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND ARTICLE 147 SECTION 7307. THESE PLANS ARE COPYRIGHT PROTECTED c HYDWV LP EXISTING CONDITIONS & DEMOLITION PLAN ROYAL CAR WASH Town/City: Canandaigua County: Ontario State: New York NYSDOT NOTE: Project No. CONTRACTOR TO REMOVE THE ASPHALT APRON AND DRIVEWAY AND RESTORE GROUNDS WITHIN THE 20182698.0001 NYSDOT RIGHT OF WAY PER NYSDOT SPECIFICATIONS Drawing No. Sheet No. C102 2 Scale: 1" = 30' Date MARCH 2019 Y:\PROJECTS-NEW\2018\20182698\20182698.0001\DRAWINGS\ENGINEERING\20182698.0001_SITE PLANS.DWG NOT FOR CONSTRUCTION HORIZONTAL SCALE SITE DATA 30 0 15 30 60 ZONING ANALYSIS 1. TAX ACCOUNT NUMBER: 070.16-004-006.1 CC - COMMUNITY COMMERCIAL DISTRICT & SCALE: 1"=30' 2. PARCEL ADDRESS: 2586 STATE ROUTE 332, CANANDAIGUA, NY 14424 MUO - MIXED USE OVERLAY DISTRICT 3. TOTAL PARCEL AREA: 2.115 ACRES OR 92,151 S.F. LEGEND: TOTAL BUILDING AREA: 4,096 S.F. REQUIRED PROPOSED PROPERTY BOUNDARY TOTAL DISTURBANCE AREA: ±1.5 ACRES RIGHT OF WAY PASSERO ASSOCIATES EXISTING IMPERVIOUS AREA: ±0.1 ACRES REQUIRED LOT SIZE 1 ACRE 2.115 ACRES EXISTING CENTER LINE ROAD engineering architecture NEW IMPERVIOUS AREA: ±0.7 ACRES MINIMUM LOT WIDTH 175' 175' SETBACK TOTAL IMPERVIOUS AREA: ±0.8 ACRES (38%) PROPOSED EASEMENT LINE GREEN SPACE: ±1.3 ACRES (62%) MAXIMUM BUILDING HEIGHT 35' <35' EXISTING EASEMENT LINE 4. ZONING: CC - COMMUNITY COMMERCIAL DISTRICT REQUIRED GREENSPACE 40% (7% EXIS) MUO - MIXED USE OVERLAY DISTRICT PRINCIPAL BUILDING DIMENSIONAL REQUIREMENTS PROPOSED BUILDING 5. EXISTING USE: SINGLE FAMILY HOME PROPOSED USE: AUTOMATED CAR WASH MINIMUM FRONT YARD 100' 101' 6. THERE ARE NO FEDERALLY REGULATED WETLANDS ON THIS PARCEL SETBACK 14 PROPOSED PARKING COUNT ACCORDING TO THE USACOE FEDERAL WETLAND INVENTORY. MINIMUM SIDE YARD PROPOSED CONCRETE 7. THERE ARE NO STATE REGULATED WETLANDS ON THIS PARCEL 20' 32' SETBACK ACCORDING TO NYSDEC WETLAND INVENTORY. PROPOSED ACCESS RAMP 8. PUBLIC WATER WILL BE PROVIDED BY THE TOWN OF CANANDAIGUA REAR YARD SETBACK 40' 295' WATER DEPARTMENT, CANANDAIGUA-FARMINGTON DISTRICT MAX BUILDING COVERAGE 35% 5% (WD241). PROPOSED PAVEMENT STRIPING 9. ELECTRIC SERVICE WILL BE SUPPLIED BY RG&E. MINIMUM SETBACK FROM 10. NATURAL GAS SERVICE WILL BE SUPPLIED BY NYSEG. SIDE PROPERTY LINE TO DRIVE 20' 20' AISLE PROPOSED CURB 11. SANITARY SEWER SERVICE WILL BE PROVIDED BY FARMINGTON SEWER 12. STORM SEWER AND DRAINAGE FACILITIES WILL BE PRIVATELY OWNED. 1 SPACE PER 100 MINIMUM PARKING STALLS 17 PROPOSED SIGN S.F. OF GROSS BUILDING MOUNTED SIGNAGE (x1) 13. ALL IMPROVEMENTS SHALL BE MADE IN ACCORDANCE WITH THE (MOTOR VEHICLE SERVICE STATION) INCLUDES 1 ACCESSIBLE STALL** FLOOR AREA = 41 EXISTING SIGN CURRENT DEVELOPMENT STANDARDS AND SPECIFICATIONS OF THE ABOVE TUNNEL EXIT FACING RTE 332 TOWN OF CANANDAIGUA. PROPOSED LIGHT POLE MINIMUM STALL SIZE 9' x 20' 11' x 20' 38"-63" x 150" = 48.0 SF PROPOSED BUILDING MOUNTED LIGHT VARIANCE GRANTED** (VARIANCE GRANTED) CANANDAIGUA - VICTOR RD S.H. 484 TOWN OF SITE DISTANCE 6' CANANDAIGUAPROJECT REQUIRED PROPOSED SITE (ROW WIDTH VARIES) TO LEFT 380' >1000' NYS ROUTE 332 TO RIGHT 440' 500' (TO INTERSECTION) MATCH PROPOSED DRIVEWAY TO LP EXISTING GRADE LOCATION SKETCH END 6" REVEAL MOUNTABLE N.T.S. CONCRETE CURBING AT PROPERTY LINE WITH 3' TRANSITION CURB Client: ROYAL WASH CANANDAIGUA, LLC 3' TRANSITION CURB 2851 MONROE AVE PROPOSED PAY STATION CURB WITH STAINLESS STEEL ROCHESTER, NY 14618 CURBING PER DETAIL (TYP.) 20' INSTALL FLUSH CURB REFER TO DETAIL SHEETS FOR N 72°51'40" E DEED 487.24' DEED/MEAS. DRIVEWAY LAYOUT. NYSDOT DETAIL 608-03 (SHEET 5 OF 9) 20' 21' AND NYSDOT DETAIL 608-03 20' SNOW STORAGE (SHEET 8 OF 9) FOR TYPICAL 33'R 20' SIDE SETBACK DRIVEWAY SECTION. PASSERO ASSOCIATES 242 West Main Street Suite 100 (585) 325-1000 Rochester, New York 14614 Fax: (585) 325-1691 10' 12' 12' PROPOSED 40'R 100' FRONT SETBACK Principal-in-Charge Jess D. Sudol, P.E. DUMPSTER EXISTING FLUSH ENCLOSURE CURB TO REMAIN Project Manager David L. Cox, P.E. 12' 38' 10' 14' PER DETAIL S 25°42'22" E DEED 25'R 8'R Designed by Jon Daniels PROPOSED POLE MOUNTED SITE PROPOSED 12' LIGHTING FIXTURE PER 12' 10' PYLON DETAIL (TYP.) 25'R 3' TRANSITION CURB PROPOSED CURB BREAK SIGNAGE CURB WITH 3' TRANSITION 12'R CURBING PER DETAIL (TYP.) 30'R PROPOSED ADA PROPOSED CURB 15'R 26.2' 33'R PROPOSED CONCRETE PROPOSED 4'x8' INSTALL FULL HEIGHT COMPLIANT SIDEWALK PER DETAIL BREAK WITH 3' CONCRETE CURB 184.68' DEED/MEAS. PARKING SPOT & 24' CONCRETE PAD TRANSITION SIGNAGE PER DETAIL PROPOSED VACUUM FOR VACUUM CURBING PER 8' STATION (TYP.) MOTOR PAD DETAIL (TYP.) 5'R 15'R STORM WATER 157.70' D/M PROPOSED POLE MOUNTED MANAGEMENT AREA 16' 11' "DO NOT 40' REAR SETBACK SNOW 17 SIGNAGE (x1) 20' ENTER" STORAGE SIGNAGE SAND FILTER NY-332 75' David Cox 24' 6' 10' SNOW STORAGE 40 SF PER FACE PROPOSED 4' X 8' 30'R CONCRETE PAD FOR VACUUM MOTOR PROPOSED ROYAL Revisions 32' 15'R VEGETATED PROPOSED 20'x20' PROPOSED 16'x25' No.
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