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 David

PROPOSED ROYAL Revisions CAR WASH VEGETATED No. Date By Description SWALE

4,096 S.F. LP 7/16/2019 7:42 PM 7:42 7/16/2019

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 Y:\PROJECTS-NEW\2018\20182698\20182698.0001\DRAWINGS\ENGINEERING\20182698.0001_SITE NOT FOR CONSTRUCTION Y:\PROJECTS-NEW\2018\20182698\20182698.0001\DRAWINGS\ENGINEERING\20182698.0001_SITE PLANS.DWG 7/16/2019 7:42 PM David Cox LEGEND X X X X X X 14 : X X X X X X

778.6' 778.8'

PROPOSED LIGHT POLE EXISTING SIGN PROPOSED SIGN PROPOSED CURB EXISTING FEATURE TO BE REMOVED EXISTING CENTER LINE ROAD PROPOSED PAVEMENT STRIPING PROPOSED ACCESS RAMP PROPOSED CONCRETE PROPOSED PARKING COUNT RIGHT OF WAY EXISTING TREE LINE TO BE MODIFIED PROPOSED TREE LINE PROPOSED BUILDING EXISTING EASEMENT LINE PROPOSED EASEMENT LINE PROPERTY BOUNDARY PROPOSED BUILDING MOUNTED LIGHT SETBACK

778.7'

778.5'

778.6'

778.8'

778.9'

778.6' 779.1'

N 03°16'20" E DEED

184.68' DEED/MEAS. PROPOSED TREE LINE TREE PROPOSED N 72°51'40" E DEED S 72°51'40" W DEED 487.24' DEED/MEAS. 576.04' DEED/MEAS.

PROPOSED TREE LINE

EXISTING TREE LINE

TO BE MODIFIED

TO BE REMOVED

ASPHALT APRON TO BE REMOVED

AREA, ASHPALT DRIVE, AND

EXISTING GRAVEL PARKING

TO BE REMOVED

COMPANIES FOR UTILITY ABANDONMENT.

TO BE DEMOLISHED. CONTRACTOR TO

EXISTING ONE STORY FRAME HOUSE

COORDNIATE WITH LOCAL UTILITY

NYSDOT NOTE:

NYSDOT RIGHT OF WAY PER NYSDOT SPECIFICATIONS DRIVEWAY AND RESTORE GROUNDS WITHIN THE

CONTRACTOR TO REMOVE THE ASPHALT APRON AND

X X X X X

X X

TO BE REMOVED

X X

TO BE REMOVED

X X

X X X

X X

X X X

LP X

X X

X X783.21' X

X X X S20°08'40"E DEED X

X X X

X X

X X X X

X X X X X X

E X X

X X X X X X

X X

X X X X

X X

X X X

X X X X

X X X X X

X X X

TO BE REMOVED

X TO BE REMOVED X

X X X X

X X X

X X

17.17' D/M

S 25°42'22" E DEED E 25°42'22" S X X

X PP

X X X

157.70' D/M 157.70' LP

X X

X HH X X X X X

PP X X X X

WS X X

X X

X X X

X X

HYD

X X X

WV X X X X

(ROW WIDTH VARIES) WIDTH (ROW

CANANDAIGUA - VICTOR RD S.H. 484 S.H. RD VICTOR - CANANDAIGUA

NYS ROUTE 332 ROUTE NYS

( ROW WIDTH VARIES ) VARIES WIDTH ROW ( CANANDAIGUA - VICTOR ROAD S.H. 484 S.H. ROAD VICTOR - CANANDAIGUA

30 NEW YORK STATE ROUTE 332 ROUTE STATE YORK NEW

REMOVED REQUIRES LATERAL TO BE REUSED. EXISTING SANITARY

PORTION OF EXISTING

ASBESTOS ABATEMENT. SANITARY LATERAL TO BE HORIZONTAL SCALE 0 SCALE: 1"=30' 15 30 60 PASSERO ASSOCIATES PASSERO ASSOCIATES EXISTING CONDITIONS ROCHESTER, NY 14618 ROYAL WASH CANANDAIGUA, LLC Rochester, New York 14614 242 West Main Street Suite 100 Designed by Project Manager Principal-in-Charge 2851 MONROE AVE Scale: Drawing No. No. Client: Date Project No. ARTICLE 147 SECTION 7307. THESE PLANS ARE COPYRIGHT PROTECTED VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN & DEMOLITION PLAN NOT FOR CONSTRUCTION County: engineering ROYAL CAR WASH CANANDAIGUA TOWN OF Date 20182698.0001 C102 Ontario MARCH 2019 PROJECT LOCATION SKETCH SITE By Town/City: 1" = 30' Revisions N.T.S. Canandaigua architecture Sheet No. Description Jess D. Sudol, P.E. David L. Cox, P.E. State: 2 Fax: (585) 325-1691 Jon Daniels (585) 325-1000 New York c 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 David 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. Date By Description CAR WASH SWALE HEATED CONCRETE HEATED CONCRETE N 03°16'20" E DEED

PROPOSED ADA 40'R PAVEMENT PER DETAIL 4,096 S.F. PAVEMENT PER DETAIL LP

7/16/2019 7:42 PM 7:42 7/16/2019 COMPLIANT 128' ACCESS RAMP PER DETAIL 3' TRANSITION 11' WIDE EMERGENCY BYPASS LANE 15'R 20' SIDE SETBACK CURB CURB PROPOSED PROPOSED SNOW STORAGE REMOVABLE PROPOSED CONCRETE 20' BOLLARD (2 TYP.) 31' PAVEMENT PER DETAIL 17.17' D/M S 72°51'40" W DEED CONES (TYP.) 576.04' DEED/MEAS. S20°08'40"E DEED UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND

379' ARTICLE 147 SECTION 7307. THESE PLANS ARE COPYRIGHT PROTECTED c ALL PROPOSED CURBING TO BE 6" REVEAL MOUNTABLE CONCRETE CURBING PER DETAIL EXCEPT AROUND PAY ISLAND LP SITE PLAN

REFERENCE: ROYAL CAR WASH 1. DEED RECORDED IN THE ONTARIO COUNTY CLERKS OFFICE IN LIBER 717 OF DEEDS PAGE 1040.

SURVEY NOTES: 2. MAP PREPARED BY FREELAND - PARRINELLO LAND SURVEYORS ENTITLED "PLAN OF LAND OF HAROLD J. & ELAINE M. RADCLIFFE, LOT 1 & LOT 2 AND PART OF LOT 3 OF FILED MAP NO. 826" DATED JANUARY 30, 2019. Town/City: Canandaigua 1. THE HORIZONTAL DATUM IS REFERENCED TO THE N.Y.S. PLANE COORDINATE SYSTEM, CENTRAL ZONE, County: Ontario State: New York TRANSVERSE MERCATOR SYSTEM, NAD 83 WITH A SURVEY CONTROL TRAVERSE THROUGH LOCAL 3. MAP PREPARED BY MILLARD & MACKAY LAND SURVEYORS ENTITLED "BOUNDARY & TOPOGRAPHIC SURVEY FOR Project No. MONUMENTATION USING REAL TIME KINETIC OBSERVATIONS OF SAID LOCAL BENDERSON DEVELOPMENT COMPANY INC., 147 NORTH STREET CANANDAIGUA NEW YORK" FILED IN THE ONTARIO APPROVED BY DATE CONTROL MONUMENTS AND NYSNET CONTINUOUSLY OPERATING REFERENCE STATIONS (NAD 83). COUNTY CLERKS OFFICE, SURVEY MAP # 26716. PLANNING BOARD CHAIRPERSON 20182698.0001 2. DISTANCES SHOWN HEREON ARE GROUND DISTANCES. BEARINGS AND COORDINATES ARE REFERENCED 4. MAP PREPARED BY FREELAND - PARRINELLO LAND SURVEYORS ENTITLED "PLAN OF LAND OF PATRICIA A. Drawing No. Sheet No. TO GRID. ELEVATIONS SHOWN HEREON ARE REFERENCED TO NAVD 88 DATUM. TIERNEY, BEING IN TOWN LOT 100" FILED IN THE ONTARIO COUNTY CLERKS OFFICE, SURVEY MAP # 31996. APPROVED BY DATE TOWN ENGINEER 3. SURVEY FIELD WORK ON THIS SURVEY WAS DONE TO AN ACCURACY GREATER THAN ONE 5. MAP PREPARED BY CHARLES BROWN, L.S. FOR BROWN AND LE BOUTILLIER LAND SURVEYORS ENTITLED "LANDS C103 3 PART IN 10,000, (1:10,000), USING MONUMENTS SHOWN HEREON. CONVEYED BY ONTARIO CHILDRENS HOME INC. TO THE LOYAL ORDER OF MOOSE, CANANDAIGUA LODGE NO. 1048" Scale: FILED IN THE ONTARIO COUNTY CLERKS OFFICE, SURVEY MAP # 826. APPROVED BY DATE 1" = 30' TOWN OF CANANDAIGUA HIGHWAY SUPERINTENDENT 6. NEW YORK STATE DEPARTMENT OF TRANSPORTATION MAP AND DESCRIPTION FOR THE ACQUISITION OF PROPERTY, CANANDAIGUA - VICTOR ROAD, STATE HIGHWAY NO. 484, MAP 51 PARCEL 52, ON LANDS OF HAROLD J. RADCLIFFE Date AND ELAINE M. RADCLIFFE (REPUTED OWNERS) DATED SEPTEMBER 30, 1997, FILED IN ONTARIO COUNTY CLERKS APPROVED BY DATE OFFICE, MAP NO. 1606-01. MARCH 2019

EXISTING BUILDING EXISTING FENCE EXISTING EASEMENT LINE PASSERO ASSOCIATES PROPOSED EASEMENT LINE SEE SHEET C201-C204 FOR engineering architecture PROPOSED BUILDING UTILITY NOTES & DETAILS

PROPOSED CONCRETE

PROPOSED SIGN

PROPOSED LIGHT PROPOSED STORM SEWER, INLET MH, CB & END SECTION D CB EXISTING STORM SEWER & MH

PROPOSED WATER SERVICE W W/ HYDRANT & VALVE HYD EXISTING WATER SERVICE WV & VALVE

S PROPOSED SANITARY SEWER AND MANHOLE MH S EXISTING SANITARY SEWER AND PP MANHOLE OHW EXISTING ELECTRIC LINE & POLE

EXIST. LIGHT POLE LP E MH EXIST. ELECTRIC MANHOLE HH EXIST. ELECTRIC HANDHOLE

EXIST. GAS VALVE GV

G EXIST. GAS MAIN

W EXIST. WATER MAIN CANANDAIGUA - VICTOR RD S.H. 484 TOWN OF E EXIST. ELECTRIC LINE CANANDAIGUAPROJECT E PROPOSED UNDERGROUND ELECTRIC SITE

(ROW WIDTH VARIES)

NYS ROUTE 332

SUGGESTED LOCATION OF GAS SERVICE.

LP FINAL LOCATION TO BE COORDINATED WITH UTILITY COMPANY LOCATION SKETCH N.T.S.

12"x4" TAPPING SLEEVE AND VALVE. Client: CONTRACTOR TO PROVIDE THE EXCAVATION, ROYAL WASH CANANDAIGUA, LLC SUPPLY AND INSTALL ALL MATERIAL, PROVIDE A 2851 MONROE AVE DISINFECTION/SAMPLING TAP AND WILL RESTORE THE GROUND SURFACE ON THE SOUTH ROCHESTER, NY 14618 SIDE OF STATE ROUTE 332 IMMEDIATELY UPON

HH REMOVING THE SAMPLING TAP. CONTRACTOR WILL PERFORM THE TAP.

INDUCTANCE

INDUCTANCE PROPOSED 6" PERFORATED PP TRAFFIC SENSOR TRAFFIC SENSOR UNDERDRAIN TO BE DAYLIGHTED CANANDAIGUA - VICTOR ROAD S.H. 484 LOOP PER DETAIL OS-1 LOOP PER DETAIL TO VEGETATED SWALE 8" END SECTION PROPOSED 6" PERFORATED INV. = 781 PASSERO ASSOCIATES INV=779.35 UNDERDRAIN. CONNECT NEW YORK STATE ROUTE 332 242 West Main Street Suite 100 (585) 325-1000 TO PROPOSED PIPE. Rochester, New York 14614 Fax: (585) 325-1691

Principal-in-Charge Jess D. Sudol, P.E. SLEEVE 4" PVC

( ROW WIDTH VARIES ) Project Manager David L. Cox, P.E. IRRIGATION DA-1 (2'x2' CB) INV. = 781 Designed by Jon Daniels DD DA TG=783.00 12" END SECTION 8" PIPE END SW INV=780.80 INV=779.40 24 LF 8" PVC STM.@ 0.21% INV=780.50 PROPOSED SAND FILTER INV. = 781 53 LF 8" HDPE STM.@ 0.19% PROPOSED 6" PERFORATED INV. = 781.5 SLEEVE

UNDERDRAIN (TYP.) 4" PVC 102 LF 8" HDPE STM.@ 0.29% IRRIGATION STORM WATER MANAGEMENT AREA 4" PVC DD-1 (2'x2' CB) 8" SDR-21 STORM LATERAL DC 3" CONDUIT FOR IRRIGATION

TG=781.50 6" PIPE END 3" CONDUIT FOR FOR ROOFTOP INDUCTANCE LOOP SLEEVE W INV=779.50 INDUCTANCE LOOP DISCHARGE INV=780.50 C/O David Cox David G G G

OS (2'x2' CONTROL STRUCTURE) INV. = 781 W W TG=781.50 4" PVC M & RPZ S/D TAP SW INV=779.40 IRRIGATION 4" DIP WATER SERVICE TO TERMINATE AT METER & 4" DR-14 SLEEVE RPZ DEVICE LOCATED IN MECHANICAL ROOM IN DB-4 DOMESTIC WATER Revisions ROYAL CAR WASH BUILDING 12" END SECTION SERVICE (PRIVATE) No. Date By Description 76 LF 6" PVC STM.@ 1.97% 4" PVC SDR-21 SANITARY SEWER 4" PVC SDR-21 SANITARY SEWER INV=781.00 VEGETATED 71 LF 12" HDPE LATERAL FOR BATHROOM WASTE LATERAL FOR OILY WASTE @ SWALE

PROPOSED TRENCH DRAIN @2.00% MINIMUM. INV=779.4 2.00% MINIMUM. INV=779.4 C/O LP

7/16/2019 7:42 PM 7:42 7/16/2019 STM.@ 0.42% TG=784.9

6" PVC INV=782.00 C/O 105 LF 12" HDPE STM.@ 0.47% 64 LF 12" HDPE STM.@ 0.50% C/O DB-1 (3'x3' CB) E E E WS

8" SDR-21 STORM LATERAL DB-2 (2'x2' CB)DB-3 (2'x2' CB) PP DB TG=784.00 INV. = 781 FOR ROOFTOP DISCHARGE TG=784.20 TG=784.20 96 LF 12" HDPE 12" END SECTION NE INV=779.70 INV. = 781 @ 1.00% MIN NE INV=780.20NE INV=780.52 W INV=779.70 STM.@ 0.50% CONTRACTOR TO CONNECT TO INV=779.40 SW INV=780.20SW INV=780.52 EXISTING SANITARY LATERAL. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND CONTRACTOR TO CONFIRM INVERT ARTICLE 147 SECTION 7307. THESE PLANS ARE COPYRIGHT PROTECTED c 4" PVC SDR-21 ELEV. PRIOR TO STARTING SANITARY SANITARY SEWER SEWER WORK. NOTIFY ENGINEER OF LATERAL @ 2.00% HYDWV ANY DISCREPANCIES. PROPOSED 6" PERFORATED MINIMUM UNDERDRAIN (TYP.) UTILITY PLAN SUGGESTED LOCATION OF ELECTRIC LP SERVICE. FINAL LOCATION TO BE COORDINATED WITH UTILITY COMPANY 4" PVC IRRIGATION SLEEVE

EXISTING FIRE HYDRANT ROYAL CAR WASH KISTNER (OS-OS2500T) 2,500 GAL OIL WATER/SAND SEPARATOR PER DETAIL RIM: 784.0 Town/City: Canandaigua CL INV: 778.0 THE SAND INTERCEPTOR AND OIL SEPARATOR ARE County: Ontario State: New York TO BE DESIGNED, INSTALLED AND MAINTAINED PER Project No. NYS PLUMBING CODE. DESIGN AND INSTALLATION APPROVED BY DATE SHALL INCLUDE APPROPRIATE TRAPS, CLEANOUTS PLANNING BOARD CHAIRPERSON AND VENTING PER CODE REQUIRMENTS. 20182698.0001

Drawing No. Sheet No. APPROVED BY DATE TOWN ENGINEER C104 4 Scale: APPROVED BY DATE 1" = 30' TOWN OF CANANDAIGUA HIGHWAY SUPERINTENDENT

Date APPROVED BY DATE MARCH 2019

Y:\PROJECTS-NEW\2018\20182698\20182698.0001\DRAWINGS\ENGINEERING\20182698.0001_SITE PLANS.DWG Y:\PROJECTS-NEW\2018\20182698\20182698.0001\DRAWINGS\ENGINEERING\20182698.0001_SITE CANANDAIGUA-FARMINGTON WATER/SEWER DISTRICT SUPERINTENDENT NOT FOR CONSTRUCTION HORIZONTAL SCALE LEGEND: SMA 30 0 15 30 60 PROPERTY BOUNDARY R.O.W. WET POND R.O.W. PROPOSED STORM WATER SCALE: 1"=30' EXISTING CENTER LINE ROAD STAGING ELEVATIONS EXISTING BUILDING 1 YR - 779.65 10 YR - 780.05 EXISTING FENCE 25 YR - 780.29 EXISTING EASEMENT LINE 100 YR -780.82 PASSERO ASSOCIATES PROPOSED EASEMENT LINE STATIC WATER ELEV. 779.4 TOP OUTLET STRUCT. 781.5 SEE SHEET C201-C204 FOR engineering architecture PROPOSED BUILDING TOP OF BERM 782.5 SPILLWAY ELEV. 781.5 GRADING NOTES & DETAILS PROPOSED CONCRETE

PROPOSED SIGN

PROPOSED LIGHT

520 EXISTING MAJOR CONTOUR 521 EXISTING MINOR CONTOUR 520 PROPOSED MAJOR CONTOUR 521 PROPOSED MINOR CONTOUR SF SILT FENCE PROPOSED STORM SEWER, INLET MH, CB & END SECTION D CB EXISTING STORM SEWER & MH

PROPOSED WATER SERVICE W W/ HYDRANT & VALVE HYD EXISTING WATER SERVICE WV & VALVE

S PROPOSED SANITARY SEWER AND MANHOLE MH S EXISTING SANITARY SEWER AND PP MANHOLE OHW EXISTING ELECTRIC LINE & POLE

EXIST. LIGHT POLE LP MH EXIST. ELECTRIC MANHOLE E CANANDAIGUA - VICTOR RD S.H. 484 TOWN OF HH EXIST. ELECTRIC HANDHOLE CANANDAIGUAPROJECT EXIST. GAS VALVE GV SITE

(ROW WIDTH VARIES) PROPOSED STONE CHECK DAM

NYS ROUTE 332 PROPOSED INLET PROTECTION

PROPOSED TREE/BRUSH LINE

EXISTING TREE/BRUSH LINE

SF SF SF SILT FENCE LP LOCATION SKETCH N.T.S.

TEMPORARY SOIL STOCKPILE Client: LOCATION. CONTRACTOR TO SUPPLY ROYAL WASH CANANDAIGUA, LLC STORMWATER MANAGEMENT SEEDING: A DOUBLE LINE OF SILT FENCE PROPOSED TREELINE AREA FROM AQUATIC BENCH TO 2.0 FT AROUND STOCKPILE PERIMETER. 2851 MONROE AVE ABOVE SEEDED WITH OBL OR OBL-FACW ROCHESTER, NY 14618

(ERNMX-131 OR ERNMX-120) UPLAND ADJACENT AREA SEEDED WITH HH ERNMX-181 (NATIVE STEEP SLOPE MIX) OR ERNMX 153 OR 177 WITH ANNUAL RYEGRASS

SF SF SF SF SF SF SF SF SF SF 780 PP SF 781 LIMIT OF DISTURBANCE CANANDAIGUA - VICTOR ROAD S.H. 484 783 784 X X X PASSERO ASSOCIATES OS 780 781 782 784.5 784.4 X 784.4 12' HP: 784.7 NEW YORK STATE ROUTE 332 TG=781.00 X 782.5 242 West Main Street Suite 100 (585) 325-1000

2'x2' CONTROL STRUCTURE X 784 Rochester, New York 14614 Fax: (585) 325-1691 782 783.9 STABILIZED 781 784 CONSTRUCTION Principal-in-Charge Jess D. Sudol, P.E. 780 784 ENTRANCE INLET ( ROW WIDTH VARIES ) Project Manager David L. Cox, P.E. 779 CHANNELS TO Designed by Jon Daniels 783 784.3 BE LINED WITH 782.5 784 X 778 X RIP RAP DA-1 X 783.8 TG=783.00 777 783.9 783.5 PROPOSED 776 DD-1 783.9 2'x2' CB X X CONCRETE 775774 TG=781.50 X 773 X DA WASHOUT 772 2'x2' CB 783.9 8" PIPE END 771 PROPOSED 770 INV=780.50 X 783.9 SAND FILTER 783.5 783 X RIP RAP FOREBAY 782 PROPOSED 781 X 784 784 VEGETATED DEEP POOL 782.3 TC:783.6 PROPOSED SWALE X 782.0 X BC:783.6 CONSTRUCTION RIP RAP OUTLET PROTECTION TC:784.0 STAGING AREA PER DETAIL (TYP.) 770 BC:784.0 TC:784.90 TC:784.90 TC:784.90 771 X X BC:784.40 X BC:784.40 BC:784.40 X David Cox OS-1 772 773 783

774 8" END SECTION 775 SF 776 782 INV=779.35 777 PROPOSED FILTER 783 785 FABRIC DROP INLET 778 783 PROTECTION PER PROPOSED ROYAL 782 Revisions EMERGENCY OVERFLOW X X DETAIL (TYP.) AQUATIC BENCH DC No. Date By Description SPILLWAY 785.2 785.0 DB-2 CAR WASH DB-3 779 6" PIPE END X 784.0 X ELEV: 781.50 X TG=784.20 TG=784.20 780 INV=780.50 785.5 4,096 S.F. X

785.0 2'x2' CB 2'x2' CB LP

781 FP: 785.00 785.0

7/16/2019 7:42 PM X DB 782.5 782 784 785 785.2 785.0 X X

12" END SECTION 12' X 782.5 INV=779.40 TC:785.40 TC:785.10 TC:784.90 SF BC:784.90 BC:784.60 BC:784.40 784.7 X 782 X X X 781 784 WS

783 PP LIMIT OF DISTURBANCE 782 SF SF 781 SF SF SF SF SF SF SF SF SF 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 DB-4 DB-1 12" END SECTION HYDWV TG=784.00 INV=781.00 3'x3' CB LP GRADING & EROSION STORMWATER POND CONTROL PLAN PROPOSED STORM WATER STAGING ELEVATIONS SEDIMENT BASIN NOTE: CONTRACTOR TO OVER-EXCAVATE STORM WATER 1 YR - 779.65 MANAGEMENT AREA FOR USE AS A TEMPORARY 10 YR - 780.05 SEDIMENT BASIN DURING CONSTRUCTION 100 YR -780.82 ROYAL CAR WASH WQv = 780.10

STATIC WATER ELEV. 779.40 Town/City: Canandaigua TOP OUTLET STRUCT. 781.00 County: Ontario State: New York TOP OF BERM 782.50 Project No. SPILLWAY ELEV. 781.50 APPROVED BY DATE PLANNING BOARD CHAIRPERSON 20182698.0001

Drawing No. Sheet No. APPROVED BY DATE TOWN ENGINEER C105 5 Scale: APPROVED BY DATE 1" = 30' TOWN OF CANANDAIGUA HIGHWAY SUPERINTENDENT

Date APPROVED BY DATE MARCH 2019

Y:\PROJECTS-NEW\2018\20182698\20182698.0001\DRAWINGS\ENGINEERING\20182698.0001_SITE PLANS.DWG CANANDAIGUA-FARMINGTON WATER/SEWER DISTRICT SUPERINTENDENT NOT FOR CONSTRUCTION Y:\PROJECTS-NEW\2018\20182698\20182698.0001\DRAWINGS\ENGINEERING\20182698.0001_SITE PLANS.DWG 7/16/2019 7:43 PM David Cox ZELKOVA CREEPING JUNIPER (JH) FOUNTAIN GRASS (PA) MAIDEN GRASS (MS) PLANT SYMBOLS POTENTILLA (PF) DAYLILIES (HM) ROCK MULCH SHALL SHRUBS GRASSES AND PERENNIALS KEY PLANT SCHEDULE HM DECIDUOUS TREES MS PA PF ZS QTY 12 19 30 24 2 PINK BEAUTY POTENTILLA FOUNTAIN GRASS MAIDEN GRASS DAYLILIES ZELKOVA BE 3-5" WASHED RIVER ROCK, UNIFORM IN SIZE. ALL FINES SHALL SCREENED TO WITHIN COMMON NAME PENNISETUM ALOPECUROIDES 'HAMELN' MISCANTHUS SINENSIS 'ADAGIO' HEMEROCALLIS 'STELLA DE ORO' ZELKOVA SERRATA 'GREEN VASE' POTENTILLA FRUTICOSA 'PINK BEAUTY' BOTANICAL NAME PROPOSED TREE LINE NO. 3 CONT NO. 3 CONT

NO. 2 CONT. NO. 2 CONT. 2-2 2" 1 CAL. B&B SIZE 4 1 " TOLERANCE. MATERIAL SHALL BE FREE OF ORGANIC AND INORGANIC DEBRIS TRASH. PROPOSED TREE LINE MANAGEMENT AREA STORMWATER 3' 1.5-2.5' 3-4' 12" 60-80' MATURE HEIGHT AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN SPACING 3' SP. 1.5-2.5' 3-4' SP. 12" SP. 40-50' SP COMMENTS SAND FILTER PA 8

0.5 FC

1 FC 0.5 FC

1 FC

5 FC

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1 FC 1 5 FC 5 MS 6 ROCK MULCH (TYP) WASHED RIVER DETAIL LIGHT FIXTURE PER PROPOSED POLE MOUNTED SITE

5 FC

1 FC

0.5 FC MOUNTED SITE LIGHT FIXTURE PER DETAIL PROPOSED POLE PROPOSED ROYAL CAR WASH 4,096 S.F.

0.5 FC DETAIL LIGHT FIXTURE PER PROPOSED POLE MOUNTED SITE

1 FC

5 FC

1 FC PA

0.5 FC 9

0.5 FC ZS 1 1 FC 5 FC HM MS 7

0.5 FC 0.5 1 FC 1 0.5 FC

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5 FC 5 LP ALL LIGHTS TO BE DARK SKY ROCK MULCH (TYP) WASHED RIVER LIGHTING & LANDSCAPING FIXTURE PER DETAIL PROPOSED POLE MOUNTED SITE LIGHT SEE SHEET C201-C204 FOR MS 4 DETAIL LIGHT FIXTURE PER PROPOSED POLE MOUNTED SITE BOULDER (TYP) PA 5 FC 17 NOTES & DETAILS COMPLIANT BOULDER (TYP) VEGETATED PA SWALE MS ROCK MULCH (TYP) WASHED RIVER 5 2

5 FC

1 FC

0.5 FC 12 PF PP LP HM 8 HH PP ZS 1 APPROVED BY APPROVED BY APPROVED BY APPROVED BY

CANANDAIGUA-FARMINGTON WATER/SEWER DISTRICT SUPERINTENDENT TOWN OF CANANDAIGUA HIGHWAY SUPERINTENDENT TOWN ENGINEER PLANNING BOARD CHAIRPERSON

(ROW WIDTH VARIES) WIDTH (ROW

CANANDAIGUA - VICTOR RD S.H. 484 S.H. RD VICTOR - CANANDAIGUA

NYS ROUTE 332 ROUTE NYS ( ROW WIDTH VARIES ) VARIES WIDTH ROW (

LEGEND 30

CANANDAIGUA - VICTOR ROAD S.H. 484 S.H. ROAD VICTOR - CANANDAIGUA NEW YORK STATE ROUTE 332 ROUTE STATE YORK NEW 14 : HORIZONTAL SCALE 0 SCALE: 1"=30' 15 PROPOSED VACUUM STATION PROPOSED LIGHT POLE EXISTING SIGN PROPOSED SIGN PROPOSED CURB EXISTING CENTER LINE ROAD PROPOSED PAVEMENT STRIPING PROPOSED ACCESS RAMP PROPOSED CONCRETE PROPOSED PARKING COUNT RIGHT OF WAY PROPOSED FENCE PROPOSED BUILDING EXISTING EASEMENT LINE PROPOSED EASEMENT LINE PROPERTY BOUNDARY PROPOSED DECORATIVE BOULDER PROPOSED BUILDING MOUNTED LIGHT SETBACK 30 DATE DATE DATE DATE 60 PASSERO ASSOCIATES PASSERO ASSOCIATES ROCHESTER, NY 14618 ROYAL WASH CANANDAIGUA, LLC Rochester, New York 14614 242 West Main Street Suite 100 Designed by Project Manager Principal-in-Charge 2851 MONROE AVE Scale: Drawing No. No. Client: Date Project No. ARTICLE 147 SECTION 7307. THESE PLANS ARE COPYRIGHT PROTECTED VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN LANDSCAPING PLAN NOT FOR CONSTRUCTION County: engineering ROYAL CAR WASH CANANDAIGUA TOWN OF Date 20182698.0001 C106 Ontario MARCH 2019 PROJECT LIGHTING & LOCATION SKETCH SITE By Town/City: 1" = 30' Revisions N.T.S. Canandaigua architecture Sheet No. Description Jess D. Sudol, P.E. David L. Cox, P.E. State: 6 Fax: (585) 325-1691 Jon Daniels (585) 325-1000 New York c STANDARD WATER MAIN EXTENSION NOTES: DEMOLITION NOTES 1. THE WATER MAIN SHALL BE DISINFECTED EQUAL TO AWWA STANDARD FOR DISINFECTING WATER MAINS CONSTRUCTION SEQUENCE FOR GRADING AND DESIGNATION C651. FOLLOWING DISINFECTION, THE WATER MAIN SHALL BE FLUSHED UNTIL THE CHLORINE 1. MILL ASPHALT PER PLAN AND STOCKPILE FOR RE-USE. CONCENTRATION IN THE WATER LEAVING THE MAIN IS NO HIGHER THAN THAT GENERALLY PREVAILING IN EROSION CONTROL: THE SYSTEM. THE SAMPLING POINT(S) MUST BE DECONTAMINATED BY FLAMING. ALL WATER MAIN FITTINGS 2. FOR FULL DEPTH PAVEMENT EXCAVATION; THE TOP OF THE EXISTING CURB IS TO REMAIN AND SHALL HAVE A SHRUB SHALL HAVE PRUNE 1/3 OF GROWN AND SAME RELATION TO BROKEN BRANCHES AND RETAIN SET TRUNK NOT RECEIVING 24-HOUR CHLORINE DISINFECTION CONTACT TIME MUST BE SWAB DISINFECTED 30 REVEAL OF 6" AT THE COMPLETION OF CONSTRUCTION. EXISTING SUITABLE SUB-BASE ENCOUNTERED DURING GUYING: 1. INSTALL PERIMETER SILT FENCE. FINISHED GRADE AS PLUMB MINUTES PRIOR TO INSTALLATION. THE SAMPLING POINT(S) MUST BE DECONTAMINATED BY FLAMING. FIRE EXCAVATION SHALL BE STOCKPILED FOR RE-USE. EXCESS MATERIALS OR UNSUITABLE MATERIAL SHALL BE LEADERS AND NATURAL FORM OF FOR ALL TREES 2. INSTALL STABILIZED CONSTRUCTION ENTRANCE. HYDRANTS ARE NOT ACCEPTABLE SAMPLING POINTS. SAMPLING WILL NOT BE PERFORMED PRIOR TO HAULED OFF-SITE. EXISTING AT NURSERY SHRUB GARDEN HOSE LARGER THAN 4" 3. INSTALL POND AREAS. CALIPER RECEIPT FROM A NEW YORK STATE LICENSED OR REGISTERED DESIGN PROFESSIONAL (ENGINEER, 2 STRANDS OF NO. 4. CONSTRUCT DRAINAGE SWALES ALONG PROPERTY LINES AS SHOWN. ARCHITECT OR LAND SURVEYOR WITH A SPECIAL EXEMPTION UNDER SECTION 7208(n) OF THE EDUCATION 3. PREPARE AND PLACE A SUB-BASE COURSE COMPOSED OF A BLEND OF THE EXISTING SUB-BASE (FROM 12 GALV. PLIABLE 5. CLEAR AND GRUB THE PROJECT IMPROVEMENTS AREAS. 3" MULCH PASSERO ASSOCIATES LAW) CERTIFYING THAT THE WATER SUPPLY IMPROVEMENTS, TESTING AND DISINFECTION PROCEDURES STOCKPILE), ASPHALT MILLINGS (FROM STOCKPILE) AND IF NEEDED, ADDITIONAL STONE AGGREGATE TO WITHIN EARTH EARTH STEEL WIRE (TWIST RODENT GUARD 6. STRIP TOPSOIL AND TRUCK EXCESS OFF-SITE. WERE COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS, REPORTS, SPECIFICATIONS AND ANY SAUCER SAUCER TO TIGHTEN 7. GRADE IMPROVEMENTS AREAS WITHIN THE PROJECT SITE. AREAS WHERE CONSTRUCTION ACTIVITY OBTAIN THE SPECIFIC DEPTH OF AND THE PLACEMENT OF 1" OF CRUSHED STONE FOR FINE GRADING PURPOSES. FLAGGING engineering architecture APPROVED AMENDMENTS. SAMPLES SHALL BE COLLECTED FOR FREE CHLORINE RESIDUAL, TOTAL AND 2"X2" STAKE (THREE WAY) TEMPORARILY CEASES FOR MORE THAN 7 DAYS WILL BE STABILIZED WITH A TEMPORARY SEED AND MULCH WEED BARRIER FECAL COLIFORM AND 24-HOUR BACTERIAL PLATE COUNT AND TAKEN TO A NYS CERTIFIED LABORATORY USE 8' STAKES, DRIVE 48" WITHIN 7 DAYS OF THE LAST DISTURBANCE. 4. PAVE ENTIRE PARKING AREA WITH TYPE 7F TOP COURSE ASPHALT. NOTE: SPRAY ALL PLANTS AND RESULST PROVIDED TO NYSDOH. THE WATER MAIN SHALL NOT BE PLACED INTO SERVICE UNTIL SO BELOW GROUND EARTH SAUCER 8. CONSTRUCT DROP INLET PROTECTION DEVICES AFTER STORM SEWER INSTALLATION AS SHOWN ON THIS TOPSOIL WITH ANTI-DESSICANT AUTHORIZED BY THE NYS DEPARTMENT OF HEALTH. 3" MULCH PLAN. 5. UPON COMPLETION, ALL PAVEMENT AREAS SHALL BE SMOOTH, ALL CURB SHALL HAVE 6" REVEAL, WATER MIXTURE

24" 60° 9. REPLACE TOPSOIL AND FINE GRADE. SHALL DRAIN WELL INTO EXISTING CATCH BASINS (NO PONDING) ALL HANDICAP RAMPS SHALL BE FLUSH WITH 2. MINIMUM VERTICAL SEPARATION BETWEEN WATER MAINS AND SEWER LINES SHALL BE 18 INCHES ROOT PER 10. HYDRO-SEED ALL DISTURBED AREAS WITHIN 7 DAYS AFTER FINAL GRADING, CONTRACTOR IS RESPONSIBLE 3" MEASURED FROM THE OUTSIDE OF THE PIPE AT THE POINT OF CROSSING. ONE FULL STANDARD LAYING NEW PAVEMENT AND SHALL MEET ALL ADA REGULATIONS. BALL A.N.L.A. TO RESEED IF GRADING IS UNSATISFACTORY. LENGTH OF WATER MAIN SHALL BE CENTERED UNDER OR OVER THE SEWER SO THAT BOTH JOINTS WILL BE STAND. ROOT 11. UPON APPROVAL OF THE TOWN, REMOVE ALL TEMPORARY SILTATION CONTROLS. BALL FINISHED AS FAR FROM THE SEWER AS POSSIBLE. IN ADDITION, WHEN THE WATER MAIN PASSES UNDER A SEWER, ONTARIO COUNTY SANITARY LATERAL NOTES 6" 12. SLOPES SHALL NOT EXCEED 1' VERTICAL TO 3' HORIZONTAL MAX. MAINTAIN 1:4 WHERE POSSIBLE. GRADE If you excavate anywhere in ADEQUATE STRUCTURAL SUPPORT (COMPACTED SELECTED FILL) SHALL BE PROVIDED FOR THE SEWER TO 13. MINIMUM OF 6" OF TOPSOIL IS TO BE PLACED ON ALL GRASS AREAS. 1. ALL SANITARY SEWER CONSTRUCTION AND/OR IMPROVEMENTS SHALL BE IN AS PER PREVENT EXCESSIVE DEFECTION OF JOINTS AND SETTLING OF THE SEWER ON THE WATER MAIN. MINIMUM 2"x4"x48" WOOD New York State, 14. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BASED UPON ACTUAL FIELD CONDITIONS ACCORDANCE WITH THE MOST RECENT STANDARDS AND SPECIFICATIONS OF THE UNDISTURBED A.N.L.A. HORIZONTAL SEPARATION BETWEEN PARALLEL WATER MAINS AND SEWER PIPES (INCLUDING MANHOLES EARTH STAKES - NOTCHED AOBE. CONTRACTOR SHALL PROVIDE FOR THIS COST IN HIS CONTRACT. CANANDAIGUA LAKE COUNTY SEWER DISTRICT, N.Y.S. DEPARTMENT OF 6" STANDARDS 6" UNDISTURBED AS PER except NYC or Long Island, call AND VAULTS) SHALL BE 10 FEET MEASURED FROM THE OUTSIDE OF THE PIPES, MANHOLES OR VAULTS. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SILTATION AND EROSION CONTROL MEASURES FROM ENVIRONMENTAL CONSERVATION, N.Y.S. DEPARTMENT OF HEALTH, THE LATEST EDITION EARTH A.N.L.A. TOPSOIL 12" INSTALLATION THROUGH MAINTENANCE AND REMOVAL AFTER REVEGETATION HAS BEEN ESTABLISHED. OF RECOMMENDED STANDARDS FOR WASTEWATER FACILITIES AND ANY OTHER 12" STANDARDS MIXTURE 3. WHEN INSTALLING FIRE HYDRANTS, SHOULD GROUND WATER BE ENCOUNTERED WITHIN SEVEN (7) FEET OF 16. ALL END SECTIONS WILL BE PROVIDED WITH RIP-RAP APRONS. AGENCIES HAVING JURISDICTION. SHRUB PLANTING DETAIL THE FINISHED GRADE, FIRE HYDRANT WEEP HOLES (DRAINS) SHALL BE PLUGGED. 17. ALL EROSION AND SEDIMENT CONTROL METHODS WILL BE DESIGNED AND INSTALLED IN ACCORDANCE 2. NO SANITARY SEWER RELATED WORK MAY BE PERFORMED WITHOUT FIRST OBTAINING A N.T.S. Dig Safely. STAKING: FOR ALL TREES 4" CALIPER OR WITH THE LATEST EDITION OF THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND WRITTEN PERMIT FROM THE CANANDAIGUA LAKE COUNTY SEWER DISTRICT. 4. THE WATER MAIN SHALL BE PRESSURE/LEAKAGE TESTED IN ACCORDANCE WITH THE MINIMUM LESS AND EVERGREENS OVER 4' HEIGHT SEDIMENT CONTROL. 3. DISTRICT PERSONNEL SHALL BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO REQUIREMENTS OF THE AWWA STANDARD C600 (LATEST REVISION) OR IN ACCORDANCE WITH MORE 18. ALL EROSION CONTROL MEASURES WILL BE REMOVED AFTER APPROVED BY QUALIFIED PROFESSIONAL. BEGINNING ANY SANITARY SEWER-RELATED WORK. New York STRINGENT REQUIREMENTS IMPOSED BY THE SUPPLIER OF WATER. 4. THE CONTRACTOR SHALL LOCATE, MARK AND PRESERVE ANY RIGHT OF WAY TREE PLANTING DETAIL 1-800-962-7962 AT THE VERY MINIMUM, EROSION CONTROL SHALL BE AS SHOWN ON THIS PLAN. EROSION CONTROL MAY MONUMENTS OR SURVEY CONTROL IN THE AREA OF CONSTRUCTION. N.T.S. i-Notice = www.DigSafelyNewYork.com CONSIST OF SEDIMENT TRAPS AND/OR ENVIRONMENTAL FENCES. THE CONTRACTOR AND THE DEVELOPER 5. UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. THE CONTACTOR SHALL SHALL BE RESPONSIBLE FOR THE INTEGRITY, MAINTENANCE AND REMOVAL OF EROSION CONTROL MEASURES ARCHITECTURAL COORDINATION NOTE: DETERMINE EXACT LOCATION OF UTILITIES, EXCAVATING TO EXPOSE THE UTILITY, IF UNTIL NO LONGER DEEMED NECESSARY BY THE TOWN OR IT'S REPRESENTATIVE. THE CONTRACTOR SHALL NECESSARY IN THE AREA OF CONSTRUCTION, BEFORE COMMENCING CONSTRUCTION. CONTACT U.F.P.O. AT 1-800-962-7962 AT LEAST 72 HOURS PRIOR TO BEGINNING WORK. MAINTAIN THE STORM SEWER SYSTEM UNTIL THE PROJECT IS DEVELOPED AND APPROVED BY THE TOWN AND THE CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL UTILITY CONNECTIONS OWNER. 6. LATERALS SHALL BE MIN. 4" DIA. SDR-21 WITH ELASTOMERIC JOINTS; FOR COMMERCIAL WITH MECHANICAL/ARCHITECTURAL DRAWINGS FOR LOCATION, PENETRATION, ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED IN GOOD WORKING ORDER. THE OWNER SHALL BE ESTABLISHMENTS, LATERALS ARE TO BE 6" DIA. SDR -21. MINIMUM DEPTH OF BURIAL IS AND SIZES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE WITH RESPONSIBLE FOR MAINTENANCE OF THE STONE FILL. CORRECTIVE ACTIONS, AS IDENTIFIED BY THE DEVELOPER'S FOUR FEET. CLEANOUTS SHALL BE INSTALLED WITHIN 30 INCHES OF THE OUTSIDE FACE ALL SUBCONTRACTORS FOR PROPER UTILITY CONNECTIONS. ANY DISCREPANCIES ONSITE REPRESENTATIVE OR A TOWN REPRESENTATIVE, SHALL BE INITIATED WITHIN 24 HOURS OF BEING OF BUILDINGS, AT ALL CHANGES IN HORIZONTAL ALIGNMENT, AT THE RIGHT OF WAY SHALL BE IMMEDIATELY DESCRIBED TO ENGINEER AND ARCHITECT. REPORTED. THE TOWN MAY REVIEW THE PROJECT SITE AT ANY TIME. REVIEW OF EROSION CONTROL MEASURES OR EASEMENT LINE, AND AT SPACING NOT TO EXCEED 90 FEET. BY THE TOWN DOES NOT RELIEVE THE DEVELOPER OF HIS OBLIGATIONS TO EXECUTE RESPONSIBLE STANDARD 7. SEWER MAINS AND LATERALS SHALL BE LOCATED A MINIMUM HORIZONTAL DISTANCE MANAGEMENT PRACTICES ELECTRIC & GAS SERVICE COORDINATION NOTES: OF TEN FEET FROM ANY EXISTING OR PROPOSED WATERMAIN (AS MEASURED FROM THE OUTSIDE OF THE SEWER/LATERAL TO THE OUTSIDE OF THE WATERMAIN). IN CASES WHERE 1. ELECTRIC AND PLUMBING CONTRACTORS SHALL COORDINATE WITH EACH OTHER AND DIRECTLY THE MAIN OR LATERAL CROSSES A WATERMAIN, THE MINIMUM VERTICAL SEPERATION CONSTRUCTION SEQUENCE FOR STEEP SLOPE WITH ROCHESTER GAS & ELECTRIC (RG&E) ELECTRIC AND GAS DEPARTMENTS FOR METER AND SERVICE LOCATIONS PRIOR TO INSTALLATION. SHALL BE EIGHTEEN INCHES (MEASURED OUT-TO-OUT). THE CROSSING SHALL BE TOWN OF 2. ELECTRIC AND PLUMBING CONTRACTORS SHALL ALLOW FOR THE NECESSARY PROVISIONS WHEN ARRANGED SO THAT THE SEWER JOINTS WILL BE EQUIDISTANT AND AS FAR AS POSSIBLE STABILIZATION/ JUTE MESH INSTALLATION FOR SLOPES CANANDAIGUA INSTALLING METERS AND SERVICES IN ACCORDANCE WITH RG&E DESIGN AND INSTALLATION FROM THE WATERMAIN JOINTS. PROJECT OF 1:3 OR GREATER: GUIDELINES. 8. THE CONTRACTOR SHALL PROVIDE THE DISTRICT WITH SHOP DRAWINGS AND MATERIAL SITE 3. ELECTRIC AND PLUMBING CONTRACTORS SHALL DIRECTLY COORDINATE WITH EACH OTHER AND SPECIFICATIONS THAT HAVE BEEN PRE-APPROVED BY THE DESIGN ENGINEER BEFORE A PERMIT WILL BE ISSUED. 1. STRIP TOPSOIL ON SLOPE. DIREECTLY WITH RG&E FOR ELECTRIC AND GAS START-UP. 9. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH OSHA REQUIREMENTS IN 2. GRADE SLOPE PER PLAN. CONTRACTOR SHALL TAKE CARE TO NOT OVER EXCAVATE EMBANKMENT. ALL ASPECTS OF CONSTRUCTION. 3. REPLACE TOPSOIL. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SANITARY FLOWS AT ALL 4. TRACK TOPSOIL WITH A BULLDOZER IN A DIRECTION PERPENDICULAR TO THE PROPOSED CONTOUR LINES. LANDSCAPING NOTES: TIMES BY METHODS ACCEPTABLE TO THE DISTRICT. 5. IMMEDIATELY SEED AND FERTILIZE TOPSOIL PER PLAN. 11. FLOOR DRAINS IN BASEMENTS OR GARAGES ARE TO BE CONNECTED TO THE SANITARY 6. IMMEDIATELY APPLY JUTE MESH BY UNROLLING THE PRODUCT DOWN THE SLOPE. DO NOT STRETCH THE 1. ALL PLANTS SHALL MEET OR EXCEED THE MINIMUM REQUIREMENTS AS NOTED IN THE LATEST EDITION OF SEWER. FLOOR DRAINS DO NOT INCLUDE FOUNDATION OR FOOTER DRAINS INSTALLED MESH, ALLOWING IT TO FULLY CONTACT THE SOIL. THE AMERICAN STANDARD FOR NURSERY STOCK BY AMERICAN NURSERY AND LANDSCAPE TO INTERCEPT UNCONTAMINATED GROUNDWATER. ALL DISCHARGES TO THE SANITARY 7. SECURE THE JUTE MESH WITH STAPLES (11 GAUGE - 8"x1"x8") 24" APART THOUGH OUT THE MATTING ASSOCIATION. SEWER MUST COMPLY WITH EFFLUENT LIMITS OF THE ONTARIO COUNTY SEWER USE LAW. (APPROXIMATELY 200 STAPLES PER 100 SY). STAPLES SHOULD BE DRIVEN FLUSH WITH THE GROUND. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN QUANTITY TAKEOFF. FOUNDATION AND FOOTER DRAINS SHALL BE CONSTRUCTED IN A MANNER THAT 8. SECURE BEGINNING AND END OF ROLL BY ANCHORING THE MATTING INTO 6" DEEP SLOTS CUT INTO THE LOCATION SKETCH 3. CONTRACTOR SHALL STAKEOUT PLANTINGS FOR OWNER'S APPROVAL PRIOR TO BEGINNING WORK. PROHIBITS GROUNDWATER FROM DRAINING INTO THE SANITARY SEWER PIPE CRADLE. SOIL. THEN STAPLE MATTING AT CHECK SLOTS. N.T.S. 4. THE CONTRACTOR IS HEREBY NOTIFIED THAT UNDERGROUND UTILITIES EXIST AND HE SHOULD CALL FOR A 12. LATERAL CONNECTIONS REQUIRING OPENINGS IN ASBESTOS CEMENT PIPE WILL BE COMPLETE UTILITY STAKEOUT BEFORE COMMENCING WORK. DESIGNED, INSPECTED AND CERTIFIED BY THE DESIGN ENGINEER OR REPRESENTATIVE Client: PUBLIC WATER SERVICE LINE NOTES (4" & GREATER): 5. SHOULD LOCATION OF TREES BE WITHIN 5' OF UNDERGROUND UTILITIES, RELOCATE SAID TREES TO MIN. OF THEREOF. ROYAL WASH CANANDAIGUA, LLC 1. WATER SERVICE LINES (LATERALS) SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE 5' FROM BALL TO UTILITIES. 13. ANY EXCAVATION NOT BACKFILLED BY THE END OF THE WORKDAY SHALL BE FENCED, REGULATION AND SPECIFICATIONS OF THE CITY OF CANANDAIGUA. 6. SHOULD LOCATIONS OF TREES BE WITHIN 20' OF OVERHEAD WIRES, RELOCATE SAID TREES TO MINIMUM OF BARRICADED AND LIGHTED FOR SAFETY AND PROTECTION OF THE PUBLIC. 2851 MONROE AVE 2. WATER SERVICE LINES SHALL HAVE A MINIMUM OF FIVE FEET OF COVER FROM 20' FROM WIRES. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF EXISTING SANITARY ROCHESTER, NY 14618 FINISHED GRADE IN LAWN AREAS AND SIX FEET COVER FROM FINISHED GRADE IN 7. PLANTING BACKFILL MIXTURE: MAINS, STRUCTURES AND APPURTENANCES, IF ANY, NEEDED TO COMPLETE THE WORK. PAVED AREAS. 4 PARTS TOPSOIL; 1 PART PEAT MOSS, 10 LBS. 5-0-5 PLANTING 3. WATER SERVICE LINES SHALL BE SEPARATED AT LEAST TEN FEET, MEASURED FROM THE FERTILIZER THOROUGHLY MIXED PER CUBIC YARD. RENOVATION PROJECTS ONLY: OUTSIDE OF THE PIPES, FROM SEWER MAINS OR SEPTIC SYSTEMS 8. STAKE TREES IMMEDIATELY AFTER PLANTING. 4. WATER SERVICE LINES SHALL BE AS IDENTIFIED AS: 9. PROVIDE BLACK HARD RUBBER EDGING AT ALL PLANTING AREAS. 15. EXISTING LATERALS TO BE DISCONNECTED MUST BE PERMANENTLY PLUGGED OR 10. ALL SEEDED AREAS SHALL RECEIVE 10:0:10 COMMERCIAL FERTILIZER APPLIED AT A RATE OF 20LBS./1000 DESCRIPTION SIZE MATERIAL (a) TYPE (b) CAPPED AT THE EASEMENT OR RIGHT OF WAY LINE UNDER THE DIRECTION OF S.F. NO FERTILIZER CONTAINING PHOSPHORUS IS PERMITTED ON SITE. CANANDAIGUA LAKE COUNTY SEWER DISTRICT PERSONNEL. THE LOCATION OF THE CITY PORTION = FROM THE WATER MAIN TO AND INCLUDING 4" DR-14 CMB 11. ALL NEWLY SEEDED AREA SHALL RECEIVE STRAW AT A RATE OF 2000 LBS/ACRE OR HYDROSEED METHOD THE CONTROL VALVE ON THE ROW/PROPERTY/EASEMENT LINE PLUG OR CAP SHALL BE RECORDED FOR AS-BUILT DRAWING PURPOSES. MAY BE UTILIZED. 16. PRIOR TO DEMOLISHING AN EXISTING BUILDING, THE CONTRACTOR SHALL EXCAVATE, XPRESS PAY TERMINAL DETAIL PRIVATE PORTION = FROM THE CONTROL VALVE TO THE RPZ PASSERO ASSOCIATES 4" DR-14 CMB 12. FINE GRADE & HAND RAKE SOIL IN AREAS TO RECEIVE NEW SEED DISCONNECT, AND ABANDON THE LATERAL FROM THE BUILDING TO THE POINT OF NOTE: CONTRACTOR TO ACQUIRE XPRESS PAY STATION INSTALLATION 242 West Main Street Suite 100 (585) 325-1000 13. ALL AREAS TO BE SEEDED SHALL RECEIVE 6" DEPTH OF TOPSOIL. DISCONNECTION (APPROXIMATELY 30' FROM THE EXISTING BUILDING) PER DISTRICT (a) ACCEPTABLE MATERIAL IS *POLY WRAPPED CLASS 52 CEMENT MORTAR LINED DUCTILE INFORMATION FROM OWNER OR ENGINEER PRIOR TO INSTALLATION. Rochester, New York 14614 Fax: (585) 325-1691 14. ANY PROPOSED DEVIATION TO THIS PLAN MUST FIRST BE REVIEWED AND APPROVED BY THE PLANNING STANDARDS. A TEMPORARY PLUG SHALL BE INSTALLED IN THE REMAINING PORTION OF IRON PIPE OR DR-14 BOARD AND TOWN ENGINEER, PRIOR TO THE INSTALLATION OF THOSE PROPOSED LANDSCAPE CHANGES. THE EXISTING SANITARY LATERAL UNTIL IT IS TESTED AND TELEVISED. (b) SERVICE TYPES INCLUDE:DOMESTIC = DS, FIRE = FS, OR COMBINED = CMB Principal-in-Charge Jess D. Sudol, P.E. 15. RED MAPLE, BLACK TUPELO, BIRCH, OAK AND ZELKOVA ARE CONSIDERED FALL PLANTING HAZARD. 17. IN ORDER TO DETERMINE WHETHER AN EXISTING SANITARY LATERAL IS ACCEPTABLE FOR CONTRACTOR SHALL TAKE SPECIAL CARE WHEN PLANTING AND WATERING THESE TREES. Project Manager David L. Cox, P.E. 5. THE PUBLIC PORTION OF THE WATER SERVICE LINE SHALL BE INSTALLED PRIOR TO THE CONNECTION TO A NEW BUILDING, THE LATERAL SHALL BE TELEVISED IN THE PRESENCE 16. NO PHOSPHOROUS SHALL BE USED AT PLANTING TIME UNLESS SOIL TESTING HAS BEEN COMPLETED AND OF DISTRICT PERSONNEL AT THE OWNER'S EXPENSE. Designed by Jon Daniels PRIVATE PORTION OF THE SERVICE LINE. TESTED BY A HORTICULTURAL TESTING LAB AND THE SOIL TESTS SPECIFICALLY INDICATE A PHOSPHOROUS 6. WATER METER(S) TO BE LOCATED ON THE INTERIOR OF EXTERIOR WALL(S) IMMEDIATELY 18. IF AN EXISTING LATERAL IS FOUND TO BE ACCEPTABLE AND MEET THE MINIMUM DEFICIENCY THAT IS HARMFUL, OR WILL PREVENT NEW LAWNS AND PLANTINGS FROM ESTABLISHING DISTRICT REQUIREMENTS, IT SHALL BE TEMPORARILY RE-PLUGGED AND BACKFILLED WITH UPON SERVICE ENTRANCE INTO THE BUILDING(S). RESIDENTIAL SERVICES: A BY-PASS PROPERLY. 5 A WITNESS STAKE IN PLACE, UNTIL CONNECTION TO THE NEW BUILDING CAN TAKE ASSEMBLY IS NOT REQUIRED AROUND THE INSTALLATION OF 8 INCH THROUGH 2-INCH 17. IF SOIL TESTS INDICATE A PHOSPHOROUS DEFICIENCY THAT WILL IMPACT PLANT AND LAWN PLACE. 1 METERS. NON-RESIDENTIAL SERVICES: THE INSTALLATION OF AN 12 INCH METER OR ESTABLISHMENT, PHOSPHOROUS SHALL BE APPLIED AT THE MINIMUM RECOMMENDED LEVEL PRESCRIBED 19. IF A NEW SANITARY LATERAL IS REQUIRED, THE EXISTING LATERAL MUST BE EXCAVATED, IN THE SOIL TEST FOLLOWING ALL NYS DEC REQUIREMENTS LARGER REQUIRES A BY-PASS ASSEMBLY AROUND THE METER. REMOVED AND CAPPED AT THE EASEMENT OR RIGHT OF WAY LINE IN ACCORDANCE 1:3 MAX. RIVER ROCK 7. PUBLIC WATER LINES SHALL BE: WITH DISTRICT REQUIREMENTS. CONTROL STRUCTURE (4" AVE) STONE · PRESSURE TESTED TO 150 PSI OR 150% OF STATIC LINE PRESSURE, WHICHEVER IS SEE UTILITY PLAN SURFACE 6" THICK. GREATER, IN ACCORDANCE WITH THE LATEST SPECIFICATIONS OF THE SEEDING NOTE 12" 4 max 1:3 max INFLOW FROM SITE PONDING CANANDAIGUA-FARMINGTON WATER DEPT. A REPRESENTATIVE MUST WITNESS THIS SEWER USE LAW: 1 PROPOSED TEST. TO PROVIDE THE FOLLOWING SEED MIXTURES DURING CONSTRUCTION: · DISINFECTED BY USING THE CONTINUOUS FEED METHOD ACCORDING TO AWWA FLOOR DRAINS, IF CONSTRUCTED, SHALL BE CONNECTED TO THE SANITARY/COMBINATION CONCRETE CURB SEWER. FLOOR DRAINS DO NOT INCLUDE FOUNDATION/FOOTER DRAINS. (ITEM 609.08) STANDARD SPECIFICATIONS. AFTER FLUSHING AND DISINFECTING THE SERVICE TEMPORARY SEEDING: 30" DEEP 100% CONCRETE SAND PER LINE, WATER SAMPLES SHALL BE COLLECTED BY THE CONTRACTOR. APPROVAL AND RYEGRASS (ANNUAL OR PERENNIAL) @ 120 LBS. PER ACRE OR 0.7 LBS. PER 1000 SQUARE FEET. ASTM C-33 WITH PERC RATE >1"/15 MIN NOTIFICATION BY THE HEALTH DEPARTMENT MUST BE RECEIVED BEFORE THE NOTE: ALL DISCHARGES TO THE SANITARY SEWER MUST COMPLY WITH THE LOCAL SEWER USE LAW. David Cox David LATERAL IS PLACED IN SERVICE. PERMANENT SEEDING:

8. PRIVATE WATER LINES SHALL BE: 65% KENTUCKY BLUEGRASS BLEND @ 85LBS. PER ACRES OR 2.0-2.6 LBS. PER 1000 SQUARE FEET · PRESSURE TESTED TO 150 PSI IN ACCORDANCE WITH THE LATEST SPECIFICATIONS 20% PERENNIAL RYEGRASS @ 26-35 LBS. PER ACRE OR 0.6-0.8 LBS. PER 1000 SQUARE FEET GENERAL NOTES PROPOSED 1/2" 1'-6" OF THE CANANDAIGUA-FARMINGTON WATER DEPT. A REPRESENTATIVE MUST PVC CONDUIT Revisions 15% FINE FESCUE @ 19-26 LBS. PER ACRE OR 0.4-0.6 LBS. PER 1000 SQUARE FEET 1. THE SANITARY WASTE DISPOSAL SYSTEM SHALL BE CONSTRUCTED IN 6" UNDERDRAIN TO WITNESS THIS TEST. (ITEM S670.28) No. Date By Description ACCORDANCE WITH THE STANDARDS OF THE NEW YORK STATE DEPARTMENT OF CONNECT TO OVERFLOW 6" MINIMUM · DISINFECTED BY USING THE CONTINUOUS FEED METHOD ACCORDING TO AWWA FOR ALL SEEDING & STABILIZATION MEASURES IT IS THE RESPONSIBILITY OF THE OWNER & DEVELOPER TO HEALTH AND THE CANANDAIGUA-FARMINGTON SEWER DISTRICT. C.B. 12" OF CLEANED WASHED GRAVEL STANDARD SPECIFICATIONS. AFTER FLUSHING AND DISINFECTING THE SERVICE GEOTEXTILE FABRIC. MIRAFI SECTION VIEW ENSURE THAT FINAL STABILIZATION OCCURS AS REQUIRED BY THE NYSDEC. AREAS WHERE CONSTRUCTION 2. WATER SERVICE WILL BE INSTALLED IN ACCORDANCE WITH THE RULES AND 140N OR APPROVED EQUAL. (APPROX. 1.5" TO 2" DIAMETER LINE, WATER SAMPLES SHALL BE COLLECTED BY THE CONTRACTOR AND SUBMITTED ACTIVITY TEMPORARILY CEASES FOR MORE THAN 7 DAYS WILL BE STABILIZED WITH A TEMPORARY SEED AND REGULATIONS OF THE CANANDAIGUA-FARMINGTON WATER DEPT. ROCK) TO A THIRD PARTY TESTING COMPANY. NOTE: 7/16/2019 7:43 PM 7:43 7/16/2019 3. THE BUILDING CONSTRUCTION TO BE IN COMPLIANCE WITH THE NEW YORK STATE MULCH WITHIN 7 DAYS OF THE LAST DISTURBANCE. ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY IN SAWCUT AND INSTALL 1. FOR ALL SEEDING & STABILIZATION MEASURES IT IS THE RESPONSIBILITY OF THE OWNER & DEVELOPER TO AN AREA, THAT AREA WILL BE STABILIZED WITH PERMANENT SEED AND MULCH. AFTER THE ENTIRE SITE IS BUILDING CODE. LOOP WIRES #16 AWG, 6'-0" ENSURE THAT FINAL STABILIZATION OCCURS AS REQUIRED BY THE NYSDEC. STABILIZED, THE ACCUMULATED SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN(s). 4. ANY COST RELATED TO THE RELOCATION OF ANY UTILITIES NECESSITATED BY THIS THHN, 600V, 5 TURNS, 2. SAND SHALL NOT BE PLACED IN SAND FILTER AREA UNTIL SITE HAS REACHED 50% STABILIZATION. SILT FENCE TO BE PROVIDE AROUND FARMINGTON WATER MAIN NOTES UTILITY NOTES: PROJECT SHALL BE THE RESPONSIBILITY OF THE OWNER OR THOSE REQUESTING THE SEALANT NYSDOT ENTIRE SAND FILTER AREA AT ALL TIMES. RELOCATION OF THE UTILITY. 724-22 (TYP.) 1. PRIOR TO THE START OF UTILITY INSTALLATION THE CONTRACTOR AND SUBCONTRACTOR IS RESPONSIBLE 5. ANY AND ALL CULVERT LOCATIONS, SIZES OR TYPES, TO BE APPROVED BY THE SAND FILTER (SOIL MEDIA SECTION) PROVISIONS FOR MEETING THE FLUSHING AND TESTING WATER SHALL BE MADE. WATER USED TOWN SUPERINTENDENT OF HIGHWAYS. FOR COORDINATION OF ALL UTILITY CONNECTIONS WITH MECHANICAL/ARCHITECTURAL DRAWINGS FOR N.T.S. MUST BE PURCHASED BY THE DEVELOPER. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN INCLUDING BUT NOT LIMITED TO VERTICAL AND HORIZONTAL LOCATION, PENETRATIONS, AND SIZES. THE 6. ALL PROPERTY CORNERS TO BE MARKED WITH IRON PINS. 7. THIS SUBDIVISION SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF THE VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND CONTRACTOR SHALL OBTAIN WRITTEN PERMISSION TO PROCEED WITH UTILITY INSTALLATION BY THE 2'-6" ARTICLE 147 SECTION 7307. THESE PLANS ARE COPYRIGHT PROTECTED c 1. PRESSURE TESTS: OWNERS ONSITE REPRESENTATIVE UPON COMPLETION OF COORDINATION WITH CONTRACTORS, AND COUNTY MONUMENTATION LAW. WATER PIPING SHALL BE FLUSHED AND TESTED IN CONFORMANCE WITH THE LATEST PLANS. 8. THE SUBDIVISION IS LESS THAN 1500 FEET FROM THE NEAREST CONTROL TYPICAL INDUCTANCE TRAFFIC REVISION OF ANSI/AWWA C600 STANDARD FOR DUCTILE-IRON PIPE, C605 FOR PVC MONUMENT AND IS THEREFORE TIED INTO THE MONUMENTATION NETWORK. A PIPE, OR EQUIVALENT OF C600 AND/OR C605 FOR PE PIPE. 2. THE DEVELOPER AND HIS/HER CONTRACTOR IS RESPONSIBLE FOR COORDINATING GAS, ELECTRICAL, 9. THIS SUBDIVISION SHALL COMPLY WITH ANY COUNTY OR STATE AGENCIES SENSOR LOOP DETAIL CABLE, TELEPHONE AND ANY OTHER UTILITIES NOT SPECIFICALLY SHOWN WITHIN THIS PLAN SET WITH HAVING JURISDICTION. NOTES 2. DISINFECTION: N.T.S. PROPOSED SPILLWAY W/ 12" #6 APPROPRIATE AGENCY. PASSERO ASSOCIATES ASSUMES NO RESPONSIBILITY FOR THE DESIGN OR 10. ALL SITE WORK TO BE IN COMPLIANCE WITH THE STANDARDS OF CHAPTER 29 - TOP OF BERM THE PROPOSED WORKS MUST CONFORM TO LATEST REVISION OF ANSI/AWWA C651 ARTICLE V OF THE TOWN OF CANADAIGUA. TOP OF BERM SURGE STONE PERFORMANCE OF UTILITIES NOT SPECIFICALLY SHOWN WITHIN THIS PLAN SET. 10' WIDE SPILLWAY ELEV=782.0 ELEV. 783.50 ELEV. 783.5 STANDARD, TABLET METHOD EXCEPTED. FOLLOWING FLUSHING AND TESTING, THE 11. ALL CONSTRUCTION WILL BE IN ACCORDANCE WITH THE DESIGN CRITERIA AND 10' WIDE SPILLWAY ELEV=782.0 ENGINEER SHALL OVERSEE COLLECTION OF 2 CONSECUTIVE DAYS OF AN APPROPRIATE 3. PRIOR TO THE START OF UTILITY INSTALLATION THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES CONSTRUCTION SPECIFICATIONS FOR LAND DEVELOPMENT FOR THE TOWN OF NUMBER OF BACTERIOLOGICAL SAMPLES FOR TOTAL AND FECAL COLIFORM AND FOR VERTICALLY AND HORIZONTALLY AND COORDINATE WITH EXISTING UTILITIES SHOWN ON THE PLANS AND CANADAIGUA DATED THE MOST CURRENT REVISION. STANDARD BACTERIAL PLATE COUNT AFTER THE FIELD FREE CHLORINE RESIDUAL IS LESS 95% COMPACTION REQUIRED ON REPORT ANY DISCREPANCIES TO THE DESIGN ENGINEER. THE CONTRACTOR SHALL OBTAIN WRITTEN THAN 1.5 PPM AND THE SAMPLING POINTS HAVE BEEN DECONTAMINATED, PRIOR TO POND BERM PERMISSION TO PROCEED WITH UTILITY INSTALLATION BY THE OWNERS ONSITE REPRESENTATIVE UPON SAMPLING, THE ENGINEER SHALL COORDINATE THE APPROPRIATE NUMBER AND COMPLETION EXISTING UTILITY VERIFICATION. 24"x24" GRATE ROYAL CAR WASH LOCATIONS OF SAMPLES TO BE COLLECTED WITH THE COUNTY OR STATE HEALTH ELEV. 781.5' 24" X 24" CATCH BASIN NORTH VIEW SECTION A-A 24"x24" GRATE DEPARTMENT HAVING JURISDICTION. 12" ELEV. 781.5' 4. THRUST BLOCKS ON THE WATERMAIN ARE REQUIRED AT BENDS, TEES OR PLUGS. SEE DETAIL SHEETS FOR 6" PROPOSED 24 LF 8" HDPE THRUST BLOCK DETAILS. OUTLET PIPE @ 0.21% 3. SAMPLES: 24" X 24" CATCH BASIN Town/City: Canandaigua

2" OPENING ON CENTER 2" AFTER FLUSHING OF THE NEWLY DISINFECTED MAIN AND IN ACCORDANCE WITH THE SEE PLANS FOR DIMENSIONS County: Ontario State: New York

SECTION ABOVE, THE CONTRACTOR SHALL OBTAIN SAMPLES OF WATER AND SUBMIT STORM NOTES MIN. 12" 4" 4" A PLAN VIEW Project No. THEM TO A LABORATORY APPROVED BY THE NEW YORK STATE DEPARTMENT OF HEALTH. 1. STORM SEWERS AND APPURTENANCES SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE LATEST PROPOSED 24 LF 8" MEDIUM RIP- UPON THE RECEIPT OF A SATISFACTORY LABORATORY REPORT, THIS INFORMATION REGULATIONS OF THE MUNICIPALITY HDPE OUTLET PIPE @ RAP STONE TOGETHER WITH THE DESIGN ENGINEER'S CERTIFICATE OF CONSTRUCTION SHALL BE 4" 4" 0.21% 6" DEPTH. 20182698.0001 SUBMITTED TO THE NEW YORK STATE DEPARTMENT OF HEALTH FOR APPROVAL. UPON 2. PROPOSED STORM SEWER LATERAL MATERIAL: 2" 2" RECEIPT OF THE APPROVAL OF COMPLETED WORK FROM THE HEALTH DEPARTMENT, THE PVC SDR-35 6" MIN. SIZE & SHALL BE LAID AT A MINIMUM GRADE OF 1/4" PER FT. PROPOSED 3" CORE WATER SURFACE ELEV. 779.40 Drawing No. Sheet No. WATER SYSTEM SHALL BE CONSIDERED COMPLETE AND MAY BE ACCEPTED FOR SERVICE PROVIDE FLANGE AND INV. 779.40 STORM SEWER MATERIAL: 1/2" DIAMETER USE A SECTION ANCHOR BOLTS PLAN VIEW BY THE TOWN. ADS HDPE 12" MIN. OF 12" DIA. GALVANIZED PROVIDE 12" CMP SCREEN PERFORATED CMP AROUND LOW FLOW ORIFICE PER C201 7 4. DEFECTIVE AREAS: 3. FOUNDATION DRAINS SHALL BE CONNECTED TO STORM WATER SYSTEM VIA SUMP PUMPS. DOWNSPOUTS DETAIL TO RIGHT IN ANY AREAS WHERE SATISFACTORY RESULTS OF APPLIED TESTS CANNOT BE OBTAINED, INV. 779.40 SEE PLANS FOR DIMENSIONS Scale: SHALL BE CONNECTED TO STORM SEWER WHERE APPLICABLE, WHERE NOTED ON THE PLANS DOWNSPOUTS 12" THE DEFECTIVE PORTION OF THE SYSTEM SHALL BE LOCATED AND REPLACED WITH NEW SHALL DISCHARGE TO SPLASH BLOCKS. N.T.S. MATERIAL. SECTION "A-A" FILL SUMP WITH 3500 PSI THAT PORTION OF THE SYSTEM SHALL THEN BE RETESTED UNTIL SATISFACTORY RESULTS 4. UPON COMPLETION OF SYSTEM INSTALLATION, THE MAIN SEWER SYSTEM AND LEADS TO STRUCTURES PROPOSED 3" CORE INV. 779.40 CONCRETE ARE OBTAINED. USE OF REPAIR CLAMPS WILL NOT BE PERMITTED BY THE TOWN. SHALL BE FLUSHED AND LAMPED TO THE SATISFACTION OF THE MUNICIPALITY. STONE RIP-RAP DETAIL Date 12" CMP SCREEN DETAIL STORM WATER MANAGEMENT AREA N.T.S. N.T.S. MARCH 2019 Y:\PROJECTS-NEW\2018\20182698\20182698.0001\DRAWINGS\ENGINEERING\20182698.0001_DETAILS.DWG NOT FOR CONSTRUCTION NOTE: EMBANKMENT SLOPES TO BE 1V:6H TWO (2) COATS APPROVED 1.5" 9.5 F2 TOP COURSE 1'-0" OR CURING AND SEALING SEE (NYSDOT ITEM NO. 402.098203) MATCH COMPOUND WOVEN WIRE FENCE GRADING 6" STEP @ EDGE OF PAVEMENT FINISH PLAN EXISTING (MIN. 14 1/2 GAUGE FOR EACH COURSE W/ MAX. 6" MESH 6" VARIES (SEE PLAN) 6" 10' MAX. C. TO C. SPACING) 2" F9 19.0 BINDER COURSE BINDER L L (NYSDOT ITEM NO. 402.198903) SIGN PANEL 36" MIN. LENGTH FENCE 6" 37.5 F9 BASE COURSE 1/4"/FT. SLOPE POSTS DRIVEN MIN. 16" (NYSDOT ITEM NO. 402.378903) INTO GROUND. 12" IN 2 COMPACTED LIFTS 4" SUBBASE COURSE-TYPE 2 4" HEIGHT OF FILTER PASSERO ASSOCIATES = 16" MIN. (NYSDOT ITEM NO. 304.12) engineering architecture 6X6-10/10 W.W.F. MESH. TENSAR TRIAX GEOGRID, 8" MIN. FLOW OR APPROVED EQUAL. CRUSHER RUN STONE NYP1-2 NYP1-2 FLOW COMPACTED EXISTING (NYSDOT SPEC. 304-2.02 PERSPECTIVE VIEW SUBGRADE (TOPSOIL TYPE 2 STONE) NOTE: ALL DEPTHS ARE COMPACTED THICKNESSES NOTE: CONCRETE SIDEWALKS SHALL BE 3500 PSI 36" MIN. FENCE POST REMOVED) WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE W/ MAX. 6" MESH ASPHALT PAVEMENT SECTION 5'-6" MIN. SPACING) WITH FILTER CLOTH TYPICAL SIDEWALK DETAIL 20"MIN. N.T.S. FACE OF CURB 2' MIN. TO N.T.S. CURB 2"x2" SQ. UNISTRUT FLOW POST LENGTH VARIES UNDISTURBED GROUND (GALVANIZED STEEL) COMPACTED SOIL EMBED FILTER CLOTH 16"MIN. SEE PLAN 6" 4,500 PSI TYPE II CONCRETE SLAB WITH FIBER MESH. CONTRACTION A MIN. OF 6" IN GROUND. JOINTS SHALL BE IN A 12' GRID. SLAB SHALL CONTAIN #4 REBAR PLACED 4" SEE PLAN FOR SLOPE 16" ON CENTER EACH WAY. TOP OF REBAR SHALL BE 2" FROM TOP OF SECTION VIEW SLAB. OUTER 2' OF CONCRETE SHOULD BE INCREASED TO 12" THICK R7-8 16" (TYP) CONSTRUCTION SPECIFICATIONS 8" LIFT CRUSHER RUN STONE, COMPACTED IN 2" LIFTS. #4 REBAR 16" ON CENER 3'-0" 3 1/2" I.D. PIPE SLEEVE (NYSDOT TYPE 2) VAN 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES CONCRETE BASE ACCESSIBLE OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. COMPACTED SUBSOIL 2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE R7-8P FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6" MAXIMUM MESH OPENING. 1. EACH LIFT TO BE COMPACTED WITH VIBRATORY ROLLER. 12" DIA. 3" COVER 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- CONCRETE PAVEMENT LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT. N.T.S. TYPICAL POST MOUNT 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. 50%-60% OF HANDICAP SIGN INSTALLATION 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN BASE DIAMETER (SIGN IN LANDSCAPE AREA OR SIDEWALK) "BULGES" DEVELOP IN THE SILT FENCE. N.T.S. SILT FENCE DETAIL 0.20" MODIFIED INTERNATIONAL N.T.S. 50'MIN. EXISTING TOWN OF SYMBOL OF ACCESS 3' PAVEMENT 0.90"-1.41" 5:1 CANANDAIGUA 6"MIN. PROJECT 7" MOUNTABLE BERM DOME SECTION ISOMETRIC SITE 9" EXISTING FILTER MODEL 300WLB LIGHT FIXTURE BY TSS (OPTIONAL) GROUND CLOTH PROFILE 2"X4" WOOD FRAME (COLOR BY OWNERS REP) 1.625"-2.41" VOLTAGE: AC100 ~ 240/277V 6" 2" 50'MIN. C TO C WATTS: 300W 1" 1/8" PITCH TOWARD STAKE NOTES: KELVIN: 6500K R=1.5" ROADWAY LUMENS: 38,000 PER FIXTURE 6" TOPSOIL 10'MIN. 1" EXISTING FABRIC 4" SQUARE STEEL POLE BY LSI INDUSTRIES 6" GROUND EDGE 1. QUANTITY OF TRUNCATED DOMES ORDER # 5SQB5-S11G-24-S-BLK-GA OF SHOWN IS FOR ILLUSTRATIVE EXISTING OR APPROVED EQUAL

12'MIN. 3' MIN. C TO C 12'MIN. RAMP PURPOSES ONLY, TO DEPICT 1'-2" f'c= 4000 psi PAVEMENT BIT. PAVEMENT 1.625"-2.41" REQUIRED SQUARE GRID PATTERN. 4" SQUARE BASE COVER 1'-2" SEE PAVEMENT LOCATION SKETCH BIT. PAVEMENT 6" ORDER # 122559CLR SECTION PLAN VIEW 2. TRUNCATED DOMES ARE TO BE N.T.S. SEE PAVEMENT 10'MIN. INSTALL PER MANUFACTURERS 0.625" 3,500 PSI

CONCRETE ALIGNED IN SQUARE GRID PATTERN SECTION 6" RECOMMENDATIONS

IN PREDOMINANT DIRECTION OF 25'-0" (TYP) Client: 2"-4" TRAVEL. GROUTED GAP 6" ROYAL WASH CANANDAIGUA, LLC FOUND. COURSE BACK EDGE MIN. CONSTRUCTION SPECIFICATIONS DROP INLET BURIED FABRIC 3. DETECTABLE WARNING SYSTEM FIELD 2851 MONROE AVE FOUND. COURSE ITEM ITEM 609.04 07 1" 0.625" OF CURB WITH GATE IS TO BE 2 FEET DEEP, AND IS TO 609.04 07 EXTEND ACROSS FULL WIDTH OF ROCHESTER, NY 14618 1. STONE SIZE - USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. FRAME

SIDEWALK ACCESS RAMP, BUT NOT UP 36" IN AREAS GRADE 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT SIDE FLARES. FILL JOINTS WITH UNILOCK PAVEMENT MINIMUM LENGTH WOULD APPLY). TYPICAL POLYMERIC JOINT SAND OR CONCRETE CURB DETAIL MOUNTABLE CONCRETE CURB DETAIL 3. THICKNESS - NOT LESS THAN SIX (6) INCHES. WARNING UNIT APPROVED EQUIVALENT 4. DETECTABLE WARNING SYSTEM FIELD 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE IS TO BE LOCATED SUCH THAT OUTER 2'-0" HIGH RIGID FIBER FORM N.T.S. N.T.S. INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE ENTRANCE TO SITE. 1' MIN. 1" MINIMUM EDGE OF WARNING FIELD NEAREST TO (SONOTUBE) FORM FILLED SIDEWALK COARSE SAND BEDDING 3' MIN. 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. STREET IS 2 TO 4 INCHES OFF BACK WITH CONCRETE. MATERIAL EDGE OF CURB. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION CONCRETE 2" DIAMETER WEEP ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE GATHER EXCESS AT CORNERS HOLE AT LOW POINT SIDEWALK 5. ENTIRE DETECTABLE WARNING SYSTEM PASSERO ASSOCIATES BERM WITH 5:1 SLOPES WILL BE PERMITTED. FILL WITH COARSE FIELD INCLUDING TRUNCATED DOMES, 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT SAND BEDDING MATERIAL IS TO BE DARK GRAY IN COLOR, PER 3/4" HEAVY WALL CONDUIT EXTEND 242 West Main Street Suite 100 (585) 325-1000 Rochester, New York 14614 Fax: (585) 325-1691 TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL SEDIMENT SPILLED, 7" MUNSELL BOOK NOTATION 10BG 3/1, TO BUILDING ELECT. SERVICE. 1:12 DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. CONSTRUCTION SPECIFICATIONS FEDERAL STANDARD 595B NUMBER 4-#4 BARS W/ #3 TIES 6" SUBBASE COURSE 36081, OR APPROVED EQUIVALENT. Principal-in-Charge Jess D. Sudol, P.E.

1:10 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WHICH 2'-0" 1:10 1. FILTER FABRIC SHALL HAVE AN EOS OF 40-85. BURLAP MAY BE USED FOR SHORT TERM @ 12" -LOCATE ALTERNATE DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. APPLICATIONS. LOCATIONS FROM A.B. Project Manager David L. Cox, P.E. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED THEY SECTION Designed by Jon Daniels WILL BE OVERLAPPED TO THE NEXT STAKE. 6'-0" 5'-0" 6'-0" 3. STAKE MATERIALS WILL BE STANDARD 2" x 4" WOOD OR EQUIVALENT. METAL WITH A DETECTABLE WARNING SURFACE NOTES: TRANSITION DROP CURB SECTION TRANSITION MINIMUM LENGTH OF 3 FEET. 4'-0" MIN. N.T.S. 1. FOUNDATION SHOWN IS A TYPICAL 4. SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM 18 INCHES DESIGN. WIND LOADS OF MORE THAN STABILIZED CONSTRUCTION ENTRANCE DEEP. SPANS GREATER THAN 3 FEET MAY BE BRIDGED WITH THE USE OF WIRE MESH BEHIND TYPICAL HANDICAP RAMP THE FILTER FABRIC FOR SUPPORT. 90 MPH AND UNSTABLE SOIL MAY N.T.S. 5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND BACKFILLED. IT SHALL 45° REQUIRE AN ALTERNATE DESIGN. N.T.S. BE SECURELY FASTENED TO THE STAKES AND FRAME. 3' TYP. CONTRACTOR SHALL ADVISE ENGINEER 6. A 2" x 4" WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVER OR BELOW LOCAL FROST LEVEL 6X6-10/10 W.W.F. MESH OF UNSTABLE SOIL CONDITIONS. SHEAR STEP SAW CUT BLOCK WALL FLOW STABILITY. 2' WIDE x 1 1/2" DEEP BLACKTOP 2. FOUNDATIONS SHALL EXTEND BELOW TACK COAT ALL VERT. & BROOM FINISH TRANSVERSELY MAXIMUM DRAINAGE AREA 1 ACRE 18" DIA. PAVEMENT FROST DEPTH PER LOCAL CODES. ROAD HORIZ. SURFACES PRIOR SAW CUT FULL DEPTH TO TOP COAT. CAP ALL AREA 6" 6" PROVIDE ROUNDED 3. ALL LIGHTS TO BE DARK SKY COMPLIANTS

C (15" MIN.) VARIES NEW SEAMS WITH JOINT EDGES ON BOTH SIDES FILTER FABRIC DROP INLET PROTECTION SEALER 2" EDGE OF PAVEMENT N.T.S. GRASS PARKING LOT PAVEMENT MODEL 300WLB LIGHT FIXTURE BY TSS 6" SECTION (SEE DETAIL) 2'-0" VOLTAGE: AC100 ~ 240/277V EXIST. SLOPE 6" WATTS: 300W David Cox David 6" TALL CONCRETE CURB (TYP.) DOUBLE KELVIN: 6500K 15" 6" COMPACTED LUMENS: 38,000 PER FIXTURE CRUSHER RUN Revisions No. Date By Description PAVEMENT KEY DETAIL PROVIDE 20" WIDE X 12" DEEP (FOR CONNECTION TO EXISTING PAVEMENT) HAUNCH AT WALL LOCATION. LIGHT POLE AND BASE DETAIL WALL TO BE CENTERED ON N.T.S. HAUNCH WITH 6" OF HAUNCH 7/16/2019 7:43 PM 7:43 7/16/2019 ON EITHER SIDE OF WALL 12'

EDGE. PAD DIM. 6" STEEL BOLLARD 1. CONCRETE SHALL BE 4000 P.S.I. CLASS A* AIR ENTRAINED CONCRETE. 2. FULL DEPTH EXPANSION JOINTS SHALL BE PROVIDED EVERY 25'. DUMMY OR MARKED JOINTS 0.5' 4" 4" TYPE 1 RAMP ISOMETRIC SHALL BE AT 5' FOOT SPACING. (TYP.) GEOTEXTILE (AROUND STONE OR SLEEVE AROUND PIPE) UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN 4" 4" PERFORATED UNDERDRAIN CONCRETE DUMPSTER PAD 2.25' VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND RECYCLING ARTICLE 147 SECTION 7307. THESE PLANS ARE COPYRIGHT PROTECTED c VARIES 5' MIN. VARIES FILTER STONE TYPE 1 (TYP.) N.T.S. TOTES 1'-0" CONSTRUCTION CONCRETE ROUND TOP JOINT TYP. AT RAMP CONCRETE CURB PAVEMENT AREA UNDERDRAIN DETAILS

4" EXTRA HEAVY STEEL 10' GALVANIZED PIPE FILLED WITH INSIDE DIM. 8 CY CONCRETE FULL LENGTH OF PIPE DUMPSTER

TOP OF PAV'T CURB PROVIDE YELLOW PLASTIC SLEEVE COVER HEIGHT = 4'-0" SEE BOLLARD NOTE 2 (SEE SPECS) 6' ROYAL CAR WASH

3" 19' 5' MIN. CONCRETE RAMP RAMP SIDEWALK PAD LENGTH Town/City: Canandaigua WIDTH SLOPE EARTH TO MEET County: Ontario State: New York RAMP 4" PLACED CONCRETE Project No. PAV'T MEETING THE REQUIREMENTS OF P-610 (TYP.) 32" 20182698.0001 6' HIGH BRICK DUMPSTER 42" 4" 6" ENCLOSURE TO MATCH Drawing No. Sheet No. PROPOSED BUILDING SECTION B-B CURB SECTION A-A FOOTERS C202 8 10" DIA 12" Scale: NOTES : NOTES: NOTE: N.T.S. 1.) TYPE 1 RAMPS MAY BE PROVIDED IN BOTH DIRECTIONS 1. ALL BOLLARDS ADJACENT TO GATE OPERATORS 1. CONTRACTOR TO FURNISH SHOP 2.) AT CONCRETE CURB, ROUND EDGE OF CURB WITH A RADIUS APPROX. EQUAL TO HEIGHT OF LIP RAMPS. SHALL BE 3'-0" ABOVE FINISHED GRADE. 6' HIGH WHITE VINL DRAWINGS FOR APPROVAL 3.) MAXIMUM 1:12 SLOPE 2. ALL BOLLARDS TO BE SET PLUMB. HEATED CONCRETE DETAIL SWING GATES Date N.T.S. BOLLARD DUMPSTER ENCLOSURE DETAIL ENCLOSURE PLAN SIDEWALK RAMP TYPE 1 N.T.S. N.T.S. MARCH 2019

Y:\PROJECTS-NEW\2018\20182698\20182698.0001\DRAWINGS\ENGINEERING\20182698.0001_DETAILS.DWG N.T.S. NOT FOR CONSTRUCTION WATERMAIN AND SERVICE DETAILS SANITARY & STORM SEWER DETAILS

CONDITION SCHEMATIC REQUIREMENTS R.O.W. OR TEMPORARY MARKER EASEMENT LINE PER IND. CODE 53 FINISHED GRADE (TOP PAINTED BLUE) I WL A. WATER LINE AND SEWER LINE PIPE LENGTHS TO WATER LINE BE CENTERED AT CROSSING. EACH LENGTH MORE THAN 18" OF PIPE TO BE 10 FT. MINIMUM. ABOVE B. BACKFILL WITH COMPACTED CRUSHER RUN NOTES: PASSERO ASSOCIATES STONE. 1. COPPER SERVICES SHALL BE ENCASED ALL CURB BOX WITH engineering SEWER LINE SL AROUND WITH SELECT EARTH ALL SERVICES STAINLESS STEEL ROD architecture SHALL BE A MINIMUM OF 3/4" TYPE K COPPER PLASTIC SERVICES SHALL BE ENCASED A. WATER LINE AND SEWER LINE PIPE LENGTHS TO 2. ALL AROUND WITH SIX INCHES (6") OF BE CENTERED AT CROSSING. EACH LENGTH OF SAND (NYSDOT SPEC. 703-06) II WL PIPE TO BE 10 FT. MINIMUM. B. WHEN BOTH WATER LINE AND SEWER LINE ARE TRACING WIRE TO BE WATER LINE NEW, SLEEVE SEWER LINE WITH STEEL CASING ATTACHED TO CORPORATION 18" MIN. FOR 10 FEET EACH SIDE OF CROSSING. ABOVE C. WHEN ONE LINE IS EXISTING, SLEEVE PIPE CORPORATION TRACING WIRE - 10 GAUGE (FOR PLASTIC PIPE ONLY - BEING INSTALLED WITH STEEL CASING FOR 10 5'-0" MIN. COVER IF ALLOWED PER WCW&SA) SEWER LINE SL FEET EACH SIDE OF CROSSING D. BACKFILL WITH COMPACTED CRUSHER RUN TRACING WIRE TO BE 6" ATTACHED TO CURB STOP STONE. (4'-0" MIN IN GRASS AREAS FOR PRIVATE WATERMAIN IS ALLOWED FOR POSITIVE CONTACT BECAUSE OF FROST PENETRATION)

30° A. WATER LINE AND SEWER LINE PIPE LENGTHS TO III SL BE CENTERED AT CROSSING. EACH LENGTH OF PIPE TO BE 10 FT. MINIMUM. SEWER LINE B. SLEEVE SEWER LINE WITH STEEL CASING FOR 10 CURB STOP LIMIT OF TRENCH 18" MIN. FEET EACH SIDE OF CROSSING. EXCAVATION ABOVE C. PROVIDE CRADLE OF CONCRETE OR CRUSHER WATERMAIN A O.D. A A O.D. A RUN STONE (SEE TRENCH DETAIL BELOW FOR 2 BOLT STAINLESS WATER LINE WL WATER LINE AND SEWER LINE FOR 10 FEET EACH STEEL OR BRASS SADDLE 2" X 4" X 16" 12"MIN. B SIDE OF CROSSING. FOR PVC MAIN TAP CONCRETE BLOCK COMPACTED SELECT FILL CONCRETE TYPICAL WATER SERVICE 3000 PSI NOTES CAREFULLY TAMPED N.T.S. BACKFILL 3" OR 1/4 O.D. GRADE MIN. WL (WATER LINE) CRADLE OF CONCRETE 12" B B OR CRUSHER RUN 1" CURB STOP ROCK MIN SL (SEWER LINE) D STONE CONCRETE (3000 PSI MIN.) ROCK UNDISTURBED EARTH UNDISTURBED EARTH CONCRETE ENCASEMENT D (OUTSIDE DIAMETER OF PIPE) 1/4 D VALVE BOX (4'-0" MIN IN GRASS CONCRETE CRADLE

1/4 D (4" MINIMUM) AREAS FOR PRIVATE 12" MIN CLASS "A" TOWN OF IN NO CASE SHALL PIPES BE CLOSER WATERMAIN IS GRADE THAN 18" APART. DISTANCES ARE D + 8" ALLOWED BECAUSE OF LIMIT OF TRENCH MEASURED BETWEEN OUTSIDES OF PIPE. CANANDAIGUA FROST PENETRATION) EXCAVATION PROJECT A O.D. A SITE

TYPE 1 CRUSHED STONE 5'-0" MIN A O.D. A WATERMAIN/SEWER CROSSING DETAIL FOR WIDTH OF TRENCH 12" AROUND VALVE BOX 1" COPPER (MIN) 12"MIN. N.T.S. COMPACTED FOR PRIVATE WATERMAIN)

(4'-0" MIN IN GRASS AREAS SELECT FILL COMPACTED GATE VALVE SELECT FILL STONE STONE 1/2O.D. BEDDING BEDDING 1/2 O.D. B CORPORATION STOP SOLID CONCRETE BLOCK B STONE BEDDING (MIN:4"x8"x16") OR COARSE AGGREGATE AS LOCATION SKETCH UNDISTURBED N.T.S. NOTE: ROCK DETERMINED BY WATER MAIN WITH EARTH DEVELOPER'S SPECIAL BEDDING TRACER TAPE FIRST CLASS ENGINEER Client: 1. VALVE BOX SHALL BE CENTERED ON VALVE AND SET ON COMPACTED BACKFILL. IN UNSTABLE MATERIAL

D CLASS "B" 2. VALVE SHALL NOT SUPPORT VALVE BOX. 1. TRENCH BACKFILL SHALL BE AS REQUIRED BY THE HIGHWAY OWNER. ROYAL WASH CANANDAIGUA, LLC L 3. ALL BODY AND BONNET BOLTS SHALL BE STAINLESS STEEL. 2. SELECT FILL SHALL BE SAND, GRAVEL, AND SIMILAR MATERIAL WHICH SHALL 2851 MONROE AVE 4. ALL VALVES SHALL BE OPEN LEFT BE FREE FROM CLAY, LOAM, ORGANIC MATERIAL, DEBRIS, FROZEN MATERIAL AND SHALL CONTAIN ONLY SMALL AMOUNTS OF STONE, PEBBLES OR LUMPS ROCHESTER, NY 14618 VALVE NOTE: IMMEDIATELY PRIOR TO PLACING WATER MAIN IN SERVICE CONTRACTOR PIPE DIA. DIM. A DIM. B OVER ONE INCH IN GREATEST DIMENSION BUT NONE OVER TWO INCHES IN SHALL REMOVE ALL CORPORATIONS ASSOCIATED WITH TEMPORARY FACILITIES UP TO 18" 1.0' 6" GREATEST DIMENSION. (I.E. SAMPLING TAPS, ETC.) AND REPLACE WITH THREADED BRASS PLUGS. 21" TO 36" 1.5' 9" 3. STONE BEDDING SHALL MEAN APPROVED IMPORTED AGGREGATE MEETING THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF DISINFECTION/BLOW-OFF/SAMPLING TAP OVER 36" 1.5' 12" TRANSPORTATION, STANDARD SPECIFICATION, JAN 2, 1990 EDITION, AS REVISED, SUBSECTION 703-0201 "CRUSHED STONE". PRIMARY SIZE 1 OR A NOT TO SCALE MIXTURE OF PRIMARY SIZES 1 AND 2. 4. COARSE AGGREGATE SHALL MEAN APPROVED IMPORTED AGGREGATE SECTION PLAN TEST PRESSURE (P.S.I.) MEETING THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF TEE TRANSPORTATION, STANDARD SPECIFICATION, JAN 2, 1990 EDITION, AS PASSERO ASSOCIATES REVISED, SUBSECTION 703-0201 "CRUSHED STONE". PRIMARY SIZE 3 AND/OR 4 100 125 150 175 200 5. THIS FIGURE APPLIES TO SANITARY MAINLINE AND LATERAL PIPE INSTALLATION 242 West Main Street Suite 100 (585) 325-1000 AS WELL AS FORCEMAINS. Rochester, New York 14614 Fax: (585) 325-1691 PIPE DIA. ALLOWABLE LEAKAGE (G.P.H.) (INCHES) STORM SEWER BEDDING DETAILS Principal-in-Charge Jess D. Sudol, P.E. L N.T.S. Project Manager David L. Cox, P.E. 6 0.45 0.50 0.55 0.59 0.64 0.68 D.I.P. 8 0.60 0.67 0.74 0.80 0.85 0.90 Designed by Jon Daniels PER 1,000 L.F. 10 0.75 0.84 0.92 0.99 1.06 1.13

D OF LINE RETICULINE TYPE NO. 9 12 0.90 1.01 1.10 1.19 1.28 1.35 CAST IRON FRAME AND COVER. COVER TO BE VENTED 6 0.41 0.45 0.50 0.53 0.57 0.61 AND HAVE "STORM" CAST INTO TOP. ALL TOP SLABS P.V.C. 8 0.54 0.60 0.66 0.71 0.76 0.81 & CASTING SHALL BE HS-20 LOADING CAPABLE PER FILL ALL AROUND WITH 1,000 L.F. 10 0.68 0.75 0.83 0.90 0.96 1.02 CONCRETE EXCEPT IN FINISHED GRADE OF LINE 12 0.81 0.89 0.99 1.07 1.15 1.22 PAVEMENT & COAT WITH TAR TYPICAL THRUST 24" MAX. BLOCK -90° NOTES: BEND 1. PRESSURE TESTS SHALL BE CONDUCTED SO THE PIPE SECTIONS ARE PRECAST SPACERS 8" WITHIN 10 PSI OF THE TEST PRESSURE LOCATION. MAXIMUM THREE COURSES MORTAR TOP SLAB 2. PRESSURE TESTS SHALL BE CONDUCTED FOR A MINIMUM OF 2 24" 5" SQUARE PLASTIC M & A INDUSTRIES MANHOLE STEPS SECTION PLAN HOURS. OPENING 3. LEAKAGE TESTS AT LINE PRESSURE SHALL BE CONDUCTED OVER A WITH DROP FRONT DESIGN AND BEND CONCRETE RISER SECTIONS GROOVED THREAD SURFACE. 24 HOUR PERIOD. A.S.T.M. C 478 12" TYP. PROVIDE 4" KNOCK OUT THRUST BLOCK DETAIL 7" FOR WEEP PIPE SUPER "0" RING JOINT NOTES: N.T.S. COAT INSIDE AND OUTSIDE SURFACES WATERMAIN PRESSURE TEST WITH TWO COATS OF COAL TAR 1. ALL DIMENSIONS ARE IN FEET. COATING A.S.T.M. D-450 TYPE B Revisions 2. BEARING AREAS ARE BASED ON ALLOWABLE SOIL BEARING PRESSURE OF 3000 PSF. N.T.S. No. Date By Description 3. HEIGHT OF THRUST BLOCK SHOULD BE EQUAL TO OR LESS THAN 1/2 THE DEPTH PRECAST CONCRETE BASE BENCH WALLS FROM THE GROUND SURFACE TO THE BASE OF THE BLOCK. SLOPE 1/2" PER FT. (TYP.) 4. ALL THRUST BLOCKS SHALL CURE A MINIMUM OF SEVEN (7) DAYS BEFORE ANY PRESSURE TESTS ARE CONDUCTED. 9" IN EARTH (MIN.) SPRING LINE OF PIPE OR 6" IN ROCK (MIN.)

UNDISTURBED EARTH MINIMUM 6" CRUSHED STONE FOR OR ROCK LEVELING PRECAST CONCRETE BASE STANDARD STORM MANHOLE DETAIL N.T.S. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND WORKING TEE OF 90° 45° 22-1/2° ARTICLE 147 SECTION 7307. THESE PLANS ARE COPYRIGHT PROTECTED c PIPE SIZE PRESSURE PLUG BEND BEND BEND GRATE TO BE NYSDOT RETICULINE TYPE 9. (24"X24") (INCHES) (PSIG) L D L D L D L D OR TYPE 6 OR EQUAL 150 1.50 0.67 1.50 0.67 1.50 0.67 1.50 0.67 ANCHOR BOLT (36"x36") 4 8" WATER MAIN WITH TRACER TAPE 24" 24"x24" OR 36" X 36" P.C. 250 1.50 0.67 1.67 0.75 1.50 0.67 1.50 0.67 FINISH GRADE DETAILS 8"x4" TEE 4" DR-14 PIPE 3" 4" CONCRETE INLET BOX 150 1.67 0.75 2.00 1.00 1.50 0.67 1.50 0.67 6 PRECAST 250 2.00 1.25 2.00 1.50 1.75 1.00 1.50 0.67

150 2.00 1.25 2.00 1.50 1.75 1.00 1.50 0.67 TO BUILDING 24"x24" PROPOSED 4" PVC 8 UNDERDRAIN IN 250 2.25 1.75 3.00 2.00 2.00 1.50 1.67 1.00 6" OR 36"x36" # 4 BARS 12" OC PAVEMENT AREAS 150 2.00 1.75 2.50 2.00 1.75 1.50 1.67 1.00 BOTH WAYS COATED WITH 2 COATS ROYAL CAR WASH 10 OF BITUMINOUS TAR 250 3.00 2.00 3.67 2.50 2.50 2.00 1.75 1.50 4" GATE VALVE AS SHOWN FLOW 150 2.50 2.00 3.00 2.50 2.25 1.75 1.75 1.25 12 1/4"/FT FLOW 250 3.67 2.50 4.00 3.00 3.00 2.33 2.00 1.75 Town/City: Canandaigua 150 3.00 2.33 4.00 2.50 2.75 2.00 2.00 1.50 TO BUILDING County: Ontario State: New York 14 250 4.00 3.00 5.00 3.50 3.75 2.67 2.50 2.00 FILL SUMP WITH CONCRETE Project No. COMPACTED ITEM 605.10 150 3.75 2.67 5.00 3.00 3.00 2.50 2.25 1.75 6" COMPACTED No. 16 4" DR-14 PIPE AROUND PIPE AND TO 3" 20182698.0001 2 STONE IF PRECAST 250 5.00 3.25 6.00 3.50 4.00 3.00 3.25 2.00 8"x4" TEE ABOVE TOP OF PIPE, BASE USED 150 4.00 3.00 5.50 3.25 3.67 2.50 2.50 2.00 REMAINDER OF THE TRENCH Drawing No. Sheet No. 18 8" WATER MAIN TO BOTTOM OF ROAD BASE 250 6.00 3.33 7.00 4.00 5.00 3.25 3.50 2.50 TO BE FILLED WITH RUN- UNDISTURBED EARTH TYPICAL WATER SERVICE DETAIL OF-BANK GRAVEL C203 9 150 5.00 3.00 6.00 3.50 4.00 2.75 3.00 2.00 1. ALL CONCRETE TO BE 3500 psi CLASS A N.Y.S.D.O.T. ITEM 20 COMPACTED IN 6" LIFTS 250 6.50 4.00 8.00 4.50 6.00 3.25 4.00 2.50 N.T.S. 601.05 Scale: 2. ALL CONCRETE IN CONTACT WITH ASPHALT PAVEMENT 150 6.00 3.33 7.00 4.25 5.00 3.25 3.67 2.50 SHALL BE COVERED WITH A TACK COAT IN ACCORDANCE N.T.S. 24 250 8.00 4.50 9.00 5.50 6.50 4.00 5.00 3.00 WITH N.Y.S.D.O.T. SECTION 407. STANDARD CATCH BASIN DETAIL Date THRUST BLOCK DIMENSIONS N.T.S. MARCH 2019 N.T.S. 2,500 GALLON OIL WATER SEPARATOR NOT FOR CONSTRUCTION NYSDOT STANDARD WORK ZONE TRAFFIC CONTROL NOTES GENERAL NOTES 1. THE TYPICAL DETAILS DEPICTED ON THE STANDARD SHEETS AND IN THE MUTCD, REFLECT THE MINIMUM REQUIREMENTS. NYSDOT STANDARD GENERAL PLAN NOTES HIGHWAY RESTORATION DETAIL NOTES 2. THE CONTRACTOR MUST SUBMIT TO THE ENGINEER, IN WRITING, PROPOSED REVISIONS TO THE TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL BY THE REGIONAL 1. HMA ITEMS ARE BASED ON PG 64-22 BINDER, ESALS LESS THAN 30,000,000. TACK DIRECTOR OR HIS/HER DESIGNEE FIVE (5) WORK DAYS PRIOR TO THE PLANNED IMPLEMENTATION OF SUCH PROPOSED REVISIONS, EXCEPT FOR CHANGES THAT ALTER THE SCOPE OF THE TRAFFIC CONTROL PLAN. SUCH CHANGES IN SCOPE MUST BE SUBMITTED TO THE ENGINEER FOR APPROVAL BY THE REGIONAL DIRECTOR OR HIS/HER 1. ROAD TO BE KEPT CLEAN OF MUD AND DEBRIS AT ALL TIMES. COAT IS REQUIRED BETWEEN ALL LIFTS OF ASPHALT. USE OF POLYPHOSPHORIC DESIGNEE THIRTY (30) WORKING DAYS PRIOR TO IMPLEMENTATION OF SUCH REVISIONS. 2. ROADSIDE DRAINAGE TO BE MAINTAINED AT ALL TIMES. ACID (PPA) TO MODIFY THE PG BINDER PROPERTIES IS PROHIBITED. THIS PROHIBITION ALSO APPLIES TO THE USE OF PPA AS A CROSS-LINKING AGENT FOR 3. THE CONTRACTOR SHALL PROVIDE THE ENGINEER, IN WRITING, WITH THE NAMES, ADDRESSES, AND TELEPHONE NUMBERS OF STAFF WHO ARE AUTHORIZED TO SECURE 3. MATERIALS, EQUIPMENT AND VEHICLES ARE NOT TO BE STORED OR PARKED WITHIN THE POLYMER MODIFICATION. LABOR, MATERIALS, AND EQUIPMENT FOR EMERGENCY REPAIRS OUTSIDE NORMAL WORKING HOURS. THE ENGINEER WILL PROVIDE THE SUBMITTED INFORMATION TO NEW YORK STATE RIGHT-OF-WAY. REGIONAL MANAGEMENT, THE NEW YORK STATE POLICE, THE RESIDENT ENGINEER, AND THE LOCAL POLICE. 4. MAINTENANCE AND PROTECTION OF TRAFFIC MUST COMPLY WITH THE CURRENT PASSERO ASSOCIATES NATIONAL MUTCD WITH NYS SUPPLEMENT, SECTION 619 OF THE CURRENT NYSDOT 2. BUTT JOINTS, CREATED BY A FULL-DEPTH SAWCUT, SHALL BE USED BETWEEN NEW ACTIVITY AREA engineering architecture STANDARD SPECIFICATIONS, THESE PLANS AND AS ORDERED BY THE ASSISTANT RESIDENT AND EXISTING PAVEMENTS. THE ASPHALT TOP COURSE SHALL BE LAID SUCH THAT 1. THE CONTRACTOR SHALL MAINTAIN A MINIMUM 500' LONGITUDINAL DISTANCE BETWEEN CONSTRUCTION OPERATIONS ON ALTERNATE SIDES OF THE ROADWAY, ENGINEER. ON A NYSDOT CONSTRUCTION PROJECT, MAINTENANCE AND PROTECTION OF IT UNIFORMLY OVERLAPS THE ADJACENT COLD MAT BY 2"-3". THE THICKNESS OF UNLESS OTHERWISE APPROVED BY THE ENGINEER. TRAFFIC MUST COMPLY WITH THESE PLANS AND BE IN ACCORDANCE WITH THE NYSDOT THE OVERLAP MATERIAL SHALL BE 1/4 THE COMPACTED THICKNESS OF THE 2. WHEN TWO OR MORE AREAS ARE ADJACENT, OVERLAP, OR ARE IN CLOSE PROXIMITY, THE CONTRACTOR SHALL ENSURE THERE ARE NO CONFLICTING SIGNS AND THAT CONTRACT DOCUMENTS AS DEEMED NECESSARY BY THE NYS ENGINEER-IN-CHARGE. COURSE, SO AS TO RESULT IN A SMOOTH AND WELL COMPACTED JOINT AFTER LANE CONTINUITY IS MAINTAINED THROUGHOUT ALL WORK AREAS. ROLLING. BROADCASTING OF THE OVERLAP MATERIAL ONTO THE LANE IS NOT 5. NOTIFY THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION'S ASSISTANT RESIDENT ALLOWED. IF THE OVERLAP IS EXCESSIVE, THE EXCESS MATERIAL SHALL BE ENGINEER AT THE APPROPRIATE NUMBER, AS NOTED BELOW, FIVE (5) WORK DAYS PRIOR TO SIGNS TRIMMED OFF SO THAT THE MATERIAL ALONG THE JOINT IS UNIFORM. THE COARSE WORKING WITHIN THE STATE RIGHT- OF-WAY. 1. THE LOCATIONS OF THE SIGNS SHOWN ON THE WORK ZONE TRAFFIC CONTROL PLANS AND DETAILS MAY BE ADJUSTED BASED ON SIGHT DISTANCE AND OTHER PARTICLES OF AGGREGATE IN THE OVERLAP MATERIAL SHALL BE REMOVED AND CONSIDERATIONS. THE FINAL LOCATIONS OF SIGNS ARE SUBJECT TO APPROVAL OF THE ENGINEER. GENESEE CO. - DAN STAHLEY (585) 343-0502 WASTED IF DEEMED NECESSARY BY THE INSPECTOR. ASPHALT PAVEMENT JOINT ADHESIVE SHALL BE USED ON VERTICAL FACES FOR ALL OF THE JOINTS ON THE 2. ANY EXISTING SIGNS, INCLUDING OVERHEAD SIGNS, WHICH CONFLICT WITH THE TEMPORARY TRAFFIC CONTROL SIGN LAYOUT SHALL BE COVERED, REMOVED, LIVINGSTON CO. - ADAM KISIAH (585) 346-3036 SURFACE COURSE SUCH AS LONGITUDINAL, TRANSVERSE AND OTHER JOINTS STORED OR RESET, AS APPROVED BY THE ENGINEER. ALL APPROPRIATE EXISTING SIGNS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AND/OR LOCATION UNLESS BUTTING AGAINST THE NEW ASPHALT PAVEMENT. MONROE CO. WEST OF GENESEE RIVER - DARRELL FAZIO (585) 352-3471 OTHERWISE REPLACED IN THIS CONTRACT.

MONROE CO. EAST OF GENESEE RIVER - KEVIN KIESER (585) 586-4514 3. SIGNS AT OR NEAR INTERSECTIONS SHALL BE PLACED SO THAT THEY DO NOT OBSTRUCT A MOTORIST'S LINE OF SIGHT. 3. DESIGN PGB CONTENT SELECTION ONTARIO CO. - GREG TROST (585) 396-4955 THE PRODUCER SELECTS THE DESIGN PGB CONTENT AT THE BINDER CONTENT THAT 4. ALL WARNING AND REGULATORY SIGNS SHALL BE POSTED ON BOTH SIDES OF MULTI-LANE DIVIDED HIGHWAYS, MULTI-LANE RAMPS, AND ONE-WAY STREETS. IN CASES RESULTS IN A COMPACTED DENSITY OF 96.5% GMM AT THE DESIGN NUMBER OF ORLEANS CO. - ANDREW SHICK (585) 589-6655 WHERE LANE RESTRICTIONS REDUCE THE TRAVEL LANE TO ONE LANE, SIGNS SHALL BE POSTED ON THE RIGHT SIDE OF THE ACTIVE TRAVEL LANE, UNLESS OTHERWISE GYRATIONS (NDESIGN). UNDER NO CIRCUMSTANCES SHALL THE PERFORMANCE AUTHORIZED BY THE ENGINEER. WAYNE CO. - JEFF JONES (315) 332-4000 GRADED BINDER CONTENT IN THE HMA MIXTURE BELESS THAN 5.8% FOR A 9.5 DESIGN, 5.2% FOR A 12.5 DESIGN, 4.5% FOR A 19.0 DESIGN, 4.2%FOR A 25.0 5. SIGNS MOUNTED ON THE MEDIAN OF DIVIDED HIGHWAYS WHERE MEDIAN BARRIER IS IN PLACE MAY BE MOUNTED ON THE BARRIER WITH A SADDLE TYPE BRACKET. WYOMING CO. - KEN BITTNER (585) 786-3310 DESIGN, OR 3.7% FOR A 37.5 DESIGN. ALL VOLUMETRIC AND MECHANICAL LAYING THE SIGN DOWN IN A HORIZONTAL POSITION IS NOT PERMITTED. PROPERTIES ARE CHECKED AT THIS PGB CONTENT TO ENSURE THAT ALL THE PERMITTEE IS ADVISED THAT THE NYSDOT IS NOW REVIEWING ALL LANE CLOSURES REQUIREMENTS ARE MET. 6. THE DIMENSIONS OF WORK ZONE TRAFFIC CONTROL SIGNS ARE DESCRIBED IN THE MUTCD. ANY CHANGES TO THE DIMENSIONS SHALL BE APPROVED BY THE REGIONAL ON THE PRIORITY NETWORK FOR IMPACT ON TRAFFIC OPERATIONS IN REAL-TIME. THE DIRECTOR OR BY HIS/HER DESIGNEE. PRIORITY NETWORK CONSISTS OF INTERSTATES 390, 490 AND 590 AND STATE ROUTES 4. PERFORM ALL WARRANTY WORK IN ACCORDANCE WITH MATERIALS PROCEDURE NYR9-12 MAY BE USED IN PLACE OF NYR9-11. 390, 590, 104 (FROM NY 390 TO WAYNE COUNTY), US 20, NY 63 (FROM STEUBEN (MP) 402-01, WARRANTY REQUIREMENTS FOR HOT MIX ASPHALT (HMA) TOP COUNTY TO I 90) AND NY 77 IN GENESEE COUNTY. THE CLOSURE WILL BE EVALUATED COURSE. CHANNELIZING DEVICES IN THE LIGHT OF WHAT IS HAPPENING AT THAT TIME ON THE HIGHWAY. INCIDENTS, 1. WHERE POSSIBLE ALL CHANNELIZING AND GUIDING DEVICES ARE TO BE PLACED SO AS TO PROVIDE A MINIMUM 2' LATERAL CLEARANCE TO THE TRAVELED WAY. CONFLICTING WORK ZONES OR OTHER UNPLANNED EVENTS THAT RENDER THE HIGHWAY UNAVAILABLE FOR THE CLOSURE MAY RESULT IN A SHORT-TERM 5. AS PER STANDARD SPECIFICATION SECTION 401-4.01 CERTIFIED PRODUCTION, PUBLIC ACCESS DISAPPROVAL OF THE CLOSURE UNTIL THE SITUATION HAS BEEN RESOLVED. PRODUCTION LESS THAN 500 TONS, AND HIGHWAY PERMIT PRODUCTION, 1. PROPERTY OWNERS WHOSE DRIVEWAYS WILL BE MADE INACCESSIBLE SHALL BE NOTIFIED BY THE CONTRACTOR AT LEAST 24 HOURS PRIOR TO RESTRICTING USE OF THE EVALUATION PROCEDURES ARE AVAILABLE FOR REVIEW AT THE REGIONAL TRAFFIC PRODUCTION MEETING THE SPECIFICATION REQUIREMENTS WILL BE ASSIGNED A DRIVEWAY. FOR MULTIPLE ACCESS PROPERTIES, AT LEAST ONE DRIVEWAY SHALL BE OPEN AT ALL TIMES. ACCESS SHALL BE RESTORED TO ALL DRIVEWAYS AS SOON AS OPERATIONS CENTER, 1155 SCOTTSVILLE ROAD, ROCHESTER, NY. QAF OF 1.00. PRODUCTION FAILING TO MEET THE SPECIFICATION REQUIREMENTS POSSIBLE. WILL BE SUBJECT TO EVALUATION ACCORDING TO SECTION 401-4.03, 6. NOTIFY THE NYSDOT SIGNAL MAINTENANCE FACILITY AT (585) 753-7793 5 DAYS PRIOR TO EVALUATION OF SUBLOTS REPRESENTED BY 0.85 QAF. 2. SUITABLE RAMPS SHALL BE INSTALLED TO MAINTAIN SMOOTH TRANSITIONS FROM RESIDENTIAL AND COMMERCIAL DRIVEWAYS TO AND FROM THE WORK AREA. WORKING WITHIN 350' OF A SIGNALIZED INTERSECTION. NOTIFY DIG SAFELY NEW YORK 2 TOWN OF WORK DAYS PRIOR TO DIGGING, DRILLING OR BLASTING AT 811 FOR A UTILITY STAKE-OUT. LANE CLOSURES 7. ALL MATERIALS USED WITHIN THE STATE RIGHT-OF-WAY MUST COMPLY WITH THE CURRENT 1. THE CONTRACTOR SHALL LOCATE LANE CLOSURES TO PROVIDE OPTIMUM VISIBILITY, I.E. BEFORE CURVES AND CRESTS, TO THE EXTENT CONDITIONS PERMIT. CANANDAIGUAPROJECT NEW YORK STATE DEPARTMENT OF TRANSPORTATION SPECIFICATIONS ALONG WITH ANY SITE APPROPRIATE CURRENT NYS DEPARTMENT OF TRANSPORTATION'S STANDARD SHEETS. 2. THE ENGINEER MAY REQUIRE THAT ALL LANES BE RE-OPENED AT ANY TIME IF THE ROUTE IS NEEDED FOR EMERGENCY PURPOSES. THIS COULD INCLUDE INCIDENTS AT 8. QUALITY CONTROL OF ASPHALT CONCRETE SHALL MEET THE REQUIREMENTS OF SECTION LOCATIONS OUTSIDE THE CONTRACT LIMITS. 401 OF THE STANDARD SPECIFICATIONS. ALL ASPHALT PRODUCED AS PART OF SECTION 401 WILL BE PAID AT A FINAL QUANTITY ADJUSTMENT FACTOR OF 1.0. ASPHALT COURSE DEPTHS LANE WIDTHS SHOWN ON THE PLANS ARE COMPACTED DEPTHS. 1. UNLESS AUTHORIZED BY THE ENGINEER, THE MINIMUM LANE WIDTHS FOR WORK ZONE TRAVEL LANES SHALL BE AS FOLLOWS: FREEWAYS AND/OR EXPRESSWAYS IS 11'. 9. NO NIGHT WORK SHALL BE ALLOWED UNLESS APPROVED PRIOR TO START OF PROJECT. THE MINIMUM LANE WIDTH FOR ALL OTHER TYPES OF ROADWAYS IS 10'. ADDITIONAL MAINTENANCE AND PROTECTION OF TRAFFIC MAY BE REQUIRED INCLUDING THE ADDITION OF REFLECTIVE MATERIALS AND LIGHTING. 2. THE CONTRACTOR SHALL PROVIDE A WRITTEN NOTICE TO THE ENGINEER, A MINIMUM OF 21 CALENDAR DAYS IN ADVANCE OF PERFORMING ANY WORK THAT RESULTS 10. HAZARDOUS WASTE NOTIFICATION - THE PERMITTEE ACCEPTS THE RIGHT-OF-WAY OF THE IN THE REDUCED WIDTH OF AN EXISTING ROADWAY, SO THAT THE ENGINEER MAY NOTIFY THE REGIONAL PERMIT ENGINEER IN A TIMELY MANNER. STATE HIGHWAY IN ITS “AS IS” CONDITION. THE DEPARTMENT OF TRANSPORTATION MAKES NO REPRESENTATION AS TO THE ABSENCE OF UNDERGROUND TANKS, STRUCTURES, BARRIER/SHADOW VEHICLES LOCATION SKETCH FEATURES OR SIMILAR IMPEDIMENTS TO THE COMPLETION OF THE WORK PERMITTED 1. BARRIER AND SHADOW VEHICLES SHALL BE REQUIRED AS PER STANDARD SHEET TITLED "WORK ZONE TRAFFIC CONTROL LEGENDS AND NOTES" N.T.S. HEREUNDER. SHOULD PERMITTEE FIND SOME PREVIOUSLY UNKNOWN UNDERGROUND Client: IMPEDIMENTS TO ITS WORK, THE DEPARTMENT OF TRANSPORTATION SHALL HAVE NO 2. NO WORK ACTIVITY, EQUIPMENT, VEHICLES, AND/OR MATERIALS SHALL BE LOCATED BETWEEN THE BARRIER OR SHADOW VEHICLE AND THE ACTIVE WORK AREA (ROLL OBLIGATION TO CURE, REMOVE, REMEDY OR OTHERWISE DEAL WITH SUCH PREVIOUSLY AHEAD DISTANCE). ROYAL WASH CANANDAIGUA, LLC UNKNOWN UNDERGROUND IMPEDIMENTS. THE PERMITTEE IS REQUIRED TO REMOVE, 2851 MONROE AVE MODIFY OR OTHERWISE DEAL WITH SUCH UNDERGROUND TANKS, STRUCTURES, FEATURES 3. THE CONTRACTOR MAY BE REQUIRED TO PROVIDE A BARRIER VEHICLE IN CONJUNCTION WITH POLICE PRESENCE IN THE WORK ZONE, TO BE INCLUDED IN THE UNIT BID OR IMPEDIMENTS IN A MANNER WHICH MEETS ACCEPTABLE ENGINEERING PRACTICE AND PRICE FOR BASIC WORK ZONE TRAFFIC CONTROL. ROCHESTER, NY 14618 IS APPROVED BY THE DEPARTMENT OF TRANSPORTATION. 11. ADA COMPLIANCE - ALL WORK ON PEDESTRIAN FACILITIES SHALL BE COMPLIANT WITH THE AMERICANS WITH DISABILITIES ACT (ADA). 05/2018

PASSERO ASSOCIATES 242 West Main Street Suite 100 (585) 325-1000 NYSDOT REGION 4 UTILITY PERMIT NOTES Rochester, New York 14614 Fax: (585) 325-1691 Principal-in-Charge Jess D. Sudol, P.E. Project Manager David L. Cox, P.E. • ROAD PAVEMENT, SHOULDER AND DRAINAGE ARE NOT TO BE DISTURBED OR UNDERMINED UNLESS INDICATED OTHERWISE Designed by Jon Daniels IN THE PLANS. • SUITABLE NON-FROZEN, NON SATURATED BACKFILL TO BE USED AND PLACED IN 6" COMPACTED LIFTS. • PAVEMENT TO BE MAINTAINED UNTIL A PERMANENT REPAIR CAN BE MADE. STABILIZED CONSTRUCTION ENTRANCE • PAVEMENT TO BE REPLACED IN KIND OR AS SPECIFIED ON ATTACHED PLANS. N.T.S. • ALL DISTURBED GRASS AREAS WITHIN THE R.O.W. ARE TO BE FINE GRADED, 4" TOPSOIL PLACED AND TURF ESTABLISHED. ______EXCAVATION NOTE: EXCAVATIONS WITH

NOTE THE NEW YORK STATE RIGHT-OF-WAY SHALL NOT BE LEFT OPEN OVER NIGHT ROAD PLATES SHALL NOT BE USED DURING THE ASNOW AND ICE SEASON@ (NOVEMBER 1ST THROUGH APRIL 1ST). STORAGE AREA C MIN. EXISTING GROUND DURING THE MONTHS OF OCTOBER AND APRIL, CALL THE WORK AREA JURISDICTIONAL N.Y.S.D.O.T. TRANSPORTATION EXISTING OR PROPOSED PIPE MAINTENANCE RESIDENCY WITH PLATE LOCATIONS. ROAD PLATES SHALL BE PINNED AND RAMPED. A “STEEL PLATE REFER TO PLANS SLOPE 2:1 OR FLATTER SLOPE 2:1 OR D MIN. LEVEL AHEAD” SIGN (W8-24) SHALL BE INSTALLED IN ADVANCE OF THE PLATE IN ACCORDANCE WITH TABLE NY6H-3 ON STANDARD SWALE A SWALE B FLATTER SHEET 619-11. IF THE SURFACE OF THE PLATE IS 1” OR GREATER ABOVE/BELOW THE SURROUNDING PAVEMENT, A “BUMP” SIGN C 1' 1' Revisions CROSS SECTION D 4' 6' EXCAVATION LAYBACK IF No. Date By Description (W8-1) SHALL BE INSTALLED BETWEEN THE PLATE AND “STEEL PLATE AHEAD” SIGN IN ACCORDANCE WITH TABLE REQUIRED IN ACCORDANCE WITH POSITIVE DRAINAGE: 0.5% OR STEEPER DEPENDENT ON TOPOGRAPHY NY6H-3 ON STANDARD SHEET 619-11 AND A BARREL WITH A TYPE A FLASHER SHALL BE PLACED ON THE SHOULDER AT THE OSHA 1926 SUBPART P APP B PLATE. 4" TOPSOIL AND SEEDED AND MULCHED OUTLET AS REQUIRED SEE ______NYSDOT ITEM 610.1402 - TOPSOIL - ROADSIDE ITEM 8 BELOW. NYSDOT ITEM 610.1403 - TOPSOIL - LAWNS EXISTING SURFACE PLAN VIEW AT TIME OF WATER NYSDOT ITEM 610.1601 - TOPSOIL - ROADSIDE WINTER ASPHALT PAVEMENT AND SHOULDER RESTORATION PIPE INSTALLATION NYSDOT ITEM 610.1602 - TOPSOIL - LAWNSE CONSTRUCTION SPECIFICATIONS

EXCAVATION BACKFILL SHALL BE WITH NO. 2 STONE (NOT CRUSHER RUN), ITEM 623.12, PLACED TO SIX INCHES (6") 1. ALL TEMPORARY SWALES SHALL HAVE UNINTERRUPTED POSITIVE GRADE TO AN OUTLET. 2. DIVERTED RUNOFF FROM A DISTURBED AREA SHALL BE CONVEYED TO A SEDIMENT TRAPPING DEVICE. BELOW THE EXISTING PAVEMENT SURFACE. THE REMAINING SIX INCHES (6") SHALL HAVE CONCRETE PLACED TO MATCH EXISTING 3. DIVERTED RUNOFF FROM AN UNDISTURBED AREA SHALL OUTLET DIRECTLY INTO AN UNDISTURBED STABILIZED AREA AT NON-EROSIVE VELOCITY. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN ADJACENT PAVEMENT GRADE AND SHALL HAVE A GOOD, SMOOTH, NON-POLISHED RIDING SURFACE. 4. ALL TREES, BRUSH, STUMPS, OBSTRUCTIONS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE REMOVED AND VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND DISPOSED OF SO AS NOT TO INTERFERE WITH THE PROPER FUNCTIONING OF THE SWALE. ARTICLE 147 SECTION 7307. THESE PLANS ARE COPYRIGHT PROTECTED c IN THE SPRING, WHEN ASPHALT PLANTS OPEN, THE CONCRETE AND STONE SHALL BE REMOVED TO THE EXISTING BOTTOM 5. THE SWALE SHALL BE EXCAVATED OR SHAPED TO LINE, GRADE, AND CROSS SECTION AS REQUIRED TO MEET THE CRITERIA SPECIFIED HEREIN AND BE FREE OF BANK PROJECTIONS OR OTHER IRREGULARITIES WHICH WILL IMPEDE OF THE SUBBASE IN ORDER TO PERFORM FINAL RESTORATION PER PREVIOUSLY APPROVED N.Y.S.D.O.T. PAVEMENT RESTORATION NORMAL FLOW. 6. FILLS SHALL BE COMPACTED BY EARTH MOVING EQUIPMENT. PROCEDURES. 7. ALL EARTH REMOVED AND NOT NEEDED FOR CONSTRUCTION SHALL BE PLACED SO THAT IT WILL NOT INTERFERE WITH SUITABLE BACKFILL ______THE FUNCTIONING OF THE SWALE. DETAILS MATERIAL 8. STABILIZATION SHALL BE AS PER THE FLOW CHANNEL STABILIZATION CHART BELOW: 36" MINIMUM TO BE PLACED AND TYPE OF CHANNEL TREATMENT GRADE A(5 AC. OR LESS) B(5 AC -10AC) TEST PITS COMPACTED IN 6" LIFTS 1 0.5-3.0% SEED AND STRAW MULCH SEED AND STRAW MULCH 2 3.1-5.0% SEED AND STRAW MULCH SEED USING JUTE OR EXCELSIOR NOTE: 3 5.1-8.0% SEED WITH JUTE OR EXCELSIOR, SOD LINED WITH 4-8" RIP-RAP OR RECYCLED CONCRETE EQUIVALENT ALL TEST PITS IN THE PAVEMENT SHALL BE COMPLETED BY AN 18” SQUARE/ROUND VACUUM EXCAVATION. ALL WORK TO CONFORM TO STEEL TRENCH SHIELD 4 8.1-20.% LINED WITH 4-8" RIP-RAP ENGINEERED DESIGN ______NYSDOT SPECICIATIONS, LATEST CONTRACTOR SHALL PROVIDE PE 9. PERIODIC INSPECTION AND REQUIRED MAINTENANCE MUST BE PROVIDED AFTER EACH RAIN EVENT. STAMPED SHOP DRAWINGS TO EDITION. ALL DISTURBED AREAS 18" ROYAL CAR WASH SHALL BE MULCHED OR HAVE TURF ENGINEER FOR REVIEW EXCAVATION SUPPORT SYSTEM REQUIREMENTS MIN. ESTABLISHED WITHIN 10 DAYS. 6" 10' X 10' WIDE

ANY EXCAVATION 5 FEET OR MORE IN DEPTH SHALL UTILIZE A SHIELDS AND SHORING OR SHEETING SYSTEM WHICH PROVIDES Town/City: Canandaigua NYSDOT ITEM 203.25 SAND BACKFILL DIRECT CONTACT AND SUPPORT OF THE EXCAVATION SIDES. THE SYSTEM SHALL ACCOMMODATE ANY ASSOCIATED SURCHARGE SLOPE BACK SIDES OF County: Ontario State: New York OD 6' DEEP LOADS AND SHALL BE SUBMITTED TO NYSDOT'S REGIONAL GEOTECHNICAL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO EXCAVATION IN ACCORDANCE Project No. WITH OSHA 1926 SUBPART P APP B

PERMIT ISSUANCE. 6" LIMIT OF EXCAVATION EXISTING OR PROPOSED PIPES HEAVY DUTY PLASTIC LINING 20182698.0001 REFER TO PLANS FOR DIMENSIONS A SLOPING (LAYBACK) OPTION WILL NOT BE ALLOWED. DEPTHS AND INVERTS PER PLANS Drawing No. Sheet No. BOTTOM LIMIT OF CONCRETE WASH OUT AREA TRENCH EXCAVATION 12" EACH SIDE N.T.S. SHIELDS AND SHORING OR SHEETING SYSTEM REQUIREMENTS DO NOT PERTAIN TO TEST PITS WHICH ARE 18” OR LESS IN DIAMETER. OF PIPE C204 10 Scale: NEW WATER SERVICE N.T.S.

R-4 (03/15) NYSDOT ROW LAWN RESTORATION DETAIL TYPICAL TRENCH EXCAVATION DETAIL Date N.T.S. MARCH 2019

NOT FOR CONSTRUCTION PASSERO ASSOCIATES engineering architecture

TOWN OF

CANANDAIGUAPROJECT SITE

LOCATION SKETCH N.T.S.

Client: ROYAL WASH CANANDAIGUA, LLC 2851 MONROE AVE ROCHESTER, NY 14618

NOTE: ALL GENERAL NOTES AND ABBREVIATIONS REFERENCED ON THIS SHEET CAN BE FOUND ON STANDARD SHEET 608-03, (SHEET 1 OF 9) PASSERO ASSOCIATES 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. Project Manager David L. Cox, P.E. Designed by Jon Daniels

Revisions No. Date By Description

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

DETAILS

ROYAL CAR WASH

Town/City: Canandaigua County: Ontario State: New York

Project No. 20182698.0001

Drawing No. Sheet No. C205 11 Scale: N.T.S.

Date MARCH 2019

NOT FOR CONSTRUCTION PASSERO ASSOCIATES engineering architecture

TOWN OF

CANANDAIGUAPROJECT SITE

LOCATION SKETCH N.T.S.

Client: ROYAL WASH CANANDAIGUA, LLC 2851 MONROE AVE ROCHESTER, NY 14618

PASSERO ASSOCIATES 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. Project Manager David L. Cox, P.E. Designed by Jon Daniels

Revisions No. Date By Description

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

DETAILS

ROYAL CAR WASH

Town/City: Canandaigua County: Ontario State: New York

Project No. 20182698.0001

Drawing No. Sheet No. C206 12 Scale: N.T.S.

Date MARCH 2019

NOT FOR CONSTRUCTION