Y:\PROJECTS-NEW\2018\20182698\20182698.0001\DRAWINGS\ENGINEERING\20182698.0001_SITE PLANS.DWG 3/14/2019 2:52 PM Joe Kellenberger NYSDOT DESIGNER CONTACT STATEMENT PASSERO ASSOCIATES IS RESPONSIBLE FOR THE DESIGN OF THIS PROJECT. DAVID COX, P.E. CONTACTED AT (585) 325-1000 TO RESOLVE ISSUES OR PROBLEMS DURING CONSTRUCTION. APPROVED BY THE NYSDOT. ALL REVISIONS, INCLUDING REVISIONS NECESSARY DUE TO FIELD CONDITIONS, SHALL BE THE DESIGNER AND IS FAMILIAR WITH NYSDOT STANDARDS REQUIREMENTS SHALL BE TOWN OF CANANDAIGUA, ONTARIO COUNTY, NEW YORK SITE DEVELOPMENT PLANS FOR PROPOSED TREE LINE PROPOSED TREE LINE MANAGEMENT AREA STORMWATER ROYAL CAR WASH P.N. 20182698.0001 SAND FILTER PROPOSED ROYAL CAR WASH

4,096 S.F. LP VEGETATED SWALE

LP

LP

( 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 HORIZONTAL SCALE 0 SCALE: 1"=30' 15 30 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 NOT FOR CONSTRUCTION County: engineering ROYAL CAR WASH CANANDAIGUA TOWN OF Date 20182698.0001 C101 Ontario MARCH 2019 PROJECT LOCATION SKETCH SITE By Town/City: COVER 1" = 30' Revisions N.T.S. Canandaigua architecture Sheet No. Description Jess D. Sudol, P.E. David L. Cox, P.E. State: 1 Fax: (585) 325-1691 Jon Daniels (585) 325-1000 New York c Y:\PROJECTS-NEW\2018\20182698\20182698.0001\DRAWINGS\ENGINEERING\20182698.0001_SITE PLANS.DWG 3/14/2019 2:52 PM Joe Kellenberger LEGEND X X X X X X 14 : X 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. N 72°51'40" E DEED

S 72°51'40" W DEED PROPOSED TREE LINE TREE PROPOSED

PROPOSED TREE LINE 487.24' DEED/MEAS. 576.04' DEED/MEAS.

EXISTING TREE LINE

TO BE MODIFIED

TO BE REMOVED

TO BE REMOVED

TO BE REMOVED

ASPHALT APRON TO BE REMOVED

AREA, ASHPALT DRIVE, AND

EXISTING GRAVEL PARKING

TO BE REMOVED

TO BE REMOVED

TO BE REMOVED

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 X X

X X

TO BE REMOVED

X X

X X

X X

TO BE REMOVED

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

G

LP X

X X

X

X

X

X X783.21' X

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

X

TO BE REMOVED

X

TO BE REMOVED X X X X

X X

X X

X X

17.17' D/M X DEED E 25°42'22" S X PP

X X

157.70' D/M 157.70' LP

X

X X

X

X HH X X X X X

PP X X X X

WS X X

X X

X X

X X X

X X

X

X

HYD

X

X X X

WV X X

X X

LP

( 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 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 TOTAL IMPERVIOUS AREA: ±0.7 ACRES (33 %) REQUIRED LOT SIZE 1 ACRE 2.115 ACRES EXISTING CENTER LINE ROAD engineering architecture GREEN SPACE: ±1.4 ACRES (67%) MINIMUM LOT WIDTH 175' 175' SETBACK 4. ZONING: CC - COMMUNITY COMMERCIAL DISTRICT PROPOSED EASEMENT LINE MUO - MIXED USE OVERLAY DISTRICT MAXIMUM BUILDING HEIGHT 35' <35' EXISTING EASEMENT LINE 5. EXISTING USE: VACANT PRINCIPAL BUILDING DIMENSIONAL REQUIREMENTS PROPOSED USE: AUTOMATED CAR WASH PROPOSED BUILDING MINIMUM FRONT YARD 6. THERE ARE NO FEDERALLY REGULATED WETLANDS ON THIS PARCEL 100' 101' ACCORDING TO THE USACOE FEDERAL WETLAND INVENTORY. SETBACK 7. THERE ARE NO STATE REGULATED WETLANDS ON THIS PARCEL MINIMUM SIDE YARD 14 PROPOSED PARKING COUNT 20' 32' ACCORDING TO NYSDEC WETLAND INVENTORY. SETBACK PROPOSED CONCRETE 8. PUBLIC WATER WILL BE PROVIDED BY THE TOWN OF CANANDAIGUA REAR YARD SETBACK 40' 295' WATER DEPARTMENT, CANANDAIGUA-FARMINGTON DISTRICT PROPOSED ACCESS RAMP (WD241). MAX BUILDING COVERAGE 35% ~5% 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' 6' AT PROPERTY LINE** PROPOSED PAVEMENT STRIPING 11. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE TOWN OF AISLE CANANDAIGUA. 1 SPACE PER 100 12. STORM SEWER AND DRAINAGE FACILITIES WILL BE PRIVATELY OWNED. MINIMUM PARKING STALLS 13 PROPOSED CURB S.F. OF GROSS (MOTOR VEHICLE SERVICE STATION) INCLUDES 1 ACCESSIBLE STALL** 13. ALL IMPROVEMENTS SHALL BE MADE IN ACCORDANCE WITH THE FLOOR AREA = 41 CURRENT DEVELOPMENT STANDARDS AND SPECIFICATIONS OF THE PROPOSED SIGN TOWN OF CANANDAIGUA. MINIMUM STALL SIZE 9' x 20' 11' x 20' BUILDING MOUNTED SIGNAGE (x1) EXISTING SIGN PROPOSED LIGHT POLE VARIANCE REQUIRED** ABOVE TUNNEL EXIT FACING RTE 332 36" x 130" = 32.5 SF PROPOSED BUILDING MOUNTED LIGHT BUILDING MOUNTED SIGNAGE (x2) NORTH & SOUTH ELEVATION 48"-80" x 192" = 77.3 SF TOWN OF SITE DISTANCE 6' CANANDAIGUAPROJECT REQUIRED PROPOSED SITE

TO LEFT 380' >1000'

TO RIGHT 440' 500' (TO INTERSECTION) LP LOCATION SKETCH N.T.S.

Client: ROYAL WASH CANANDAIGUA, LLC PROPOSED PAY STATION 2851 MONROE AVE WITH STAINLESS STEEL ROCHESTER, NY 14618 CURBING PER DETAIL (TYP.) 20' END 6" REVEAL MOUNTABLE CONCRETE CURBING AT PROPERTY LINE WITH 3' TRANSITION CURB N 72°51'40" E DEED 487.24' DEED/MEAS. 33'R

SNOW STORAGE MATCH PROPOSED CANANDAIGUA - VICTOR ROAD S.H. 484 DRIVEWAY TO 12' PASSERO ASSOCIATES 20' SIDE SETBACK 10' 12' EXISTING GRADE NEW YORK STATE ROUTE 332 242 West Main Street Suite 100 (585) 325-1000 Rochester, New York 14614 Fax: (585) 325-1691 40'R 12'

38' 100' FRONT SETBACK 14' 10' Principal-in-Charge Jess D. Sudol, P.E. PROPOSED 25'R 8'R 33'R ( ROW WIDTH VARIES ) Project Manager David L. Cox, P.E. DUMPSTER 15'R

ENCLOSURE S 25°42'22" E DEED Designed by Jon Daniels 12'

10' PER DETAIL 25'R 16' SAND FILTER PROPOSED CURB BREAK 12'R 33'R PROPOSED ADA WITH 3' TRANSITION PROPOSED CURB CURBING PER DETAIL (TYP.) COMPLIANT PROPOSED CONCRETE PROPOSED 4'x8' BREAK WITH 3' PARKING SPOT & SIDEWALK PER DETAIL 24' CONCRETE PAD TRANSITION 184.68' DEED/MEAS. SIGNAGE PER DETAIL PROPOSED VACUUM CURBING PER FOR VACUUM STORM WATER 8' STATION (TYP.) DETAIL (TYP.) 8' MOTOR PAD 15'R 16' 5'R MANAGEMENT AREA PROPOSED 157.70' D/M "DO NOT POLE MOUNTED 11' 13 PROPOSED 20' ENTER" 40' REAR SETBACK PYLON SIGNAGE SIGNAGE (x1) SIGNAGE SNOW STORAGE 24' NY-332 75' Joe Kellenberger PROPOSED POLE 6'

10' MOUNTED SITE 33'R VEGETATED 40 SF PER FACE LIGHTING FIXTURE PER SWALE

DETAIL (TYP.) PROPOSED ROYAL SNOW STORAGE

32' Revisions PROPOSED 16'x25' 15'R PROPOSED 20'x20' CAR WASH No. Date By Description HEATED CONCRETE 4,096 S.F. HEATED CONCRETE PAVEMENT PER DETAIL PAVEMENT PER DETAIL LP N 03°16'20" E DEED PROPOSED ADA 40'R 128' 3/14/2019 2:52 PM 2:52 3/14/2019 COMPLIANT

ACCESS RAMP PER DETAIL 12' WIDE EMERGENCY BYPASS LANE 15'R ALL PROPOSED CURBING TO BE 6" REVEAL MOUNTABLE 20' SIDE SETBACK SNOW STORAGE PROPOSED PROPOSED CONCRETE CONCRETE CURBING PER DETAIL PROPOSED EXCEPT AROUND PAY ISLAND REMOVABLE 34.1' PAVEMENT PER DETAIL BOLLARD (2 TYP.) 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

LP SITE PLAN

ROYAL CAR WASH

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

Project No. APPROVED BY DATE PLANNING BOARD CHAIRPERSON 20182698.0001

Drawing No. Sheet No. APPROVED BY DATE TOWN ENGINEER C103 3 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 Y:\PROJECTS-NEW\2018\20182698\20182698.0001\DRAWINGS\ENGINEERING\20182698.0001_SITE PLANS.DWG 3/14/2019 2:52 PM Joe Kellenberger LEGEND

R.O.W.

WV PP

HH GV E E W G E

S D W HYD LP S

MH OHW MH :

CB PROPOSED EASEMENT LINE PROPOSED UNDERGROUND ELECTRIC EXISTING FENCE EXIST. ELECTRIC HANDHOLE EXIST. ELECTRIC MANHOLE EXIST. ELECTRIC LINE EXIST. WATER MAIN EXIST. GAS MAIN EXIST. GAS VALVE EXIST. LIGHT POLE EXISTING EASEMENT LINE PROPOSED STORM SEWER, INLET EXISTING ELECTRIC LINE & POLE EXISTING SANITARY SEWER AND EXISTING WATER SERVICE EXISTING STORM SEWER & MH PROPOSED SANITARY SEWER PROPOSED WATER SERVICE PROPOSED CONCRETE EXISTING BUILDING EXISTING CENTER LINE ROAD & VALVE MH, CB & END SECTION R.O.W. MANHOLE PROPOSED LIGHT PROPOSED SIGN PROPERTY BOUNDARY AND MANHOLE W/ HYDRANT & VALVE PROPOSED BUILDING 24 LF 8" HDPE STM.@ 0.21% OS (2'x2' CONTROL STRUCTURE) SW INV=779.40 TG=781.50 12" END SECTION INV=779.35 OS-1 MANAGEMENT AREA STORM WATER 12" END SECTION INV=779.40 PROPOSED 6" PERFORATED 12" END SECTION DAYLIGHTED TO SWMA DB INV=779.40 UNDERDRAIN TO BE DA

LOOP PER DETAIL

TRAFFIC SENSOR

DB-1 (3'x3' CB) 0.68% STM.@ NE INV=779.78 56 LF 12" HDPE 12" LF 56 W INV=779.78 INDUCTANCE TG=784.00 4" PVC IRRIGATION 137 LF 12" HDPE STM.@ 0.44%

SLEEVE 83 LF 12" HDPE STM.@ 0.50% STM.@ HDPE 12" LF 83

3" CONDUIT FOR INDUCTANCE LOOP FOR ROOFTOP DISCHARGE 6" HDPE STORM LATERAL @ 1.00% MIN 300K TRENCH 12"x16' ACO DRAIN PROPOSED SAND FILTER RPZ DEVICE LOCATED IN MECHANICAL ROOM 4" DIP WATER SERVICE TO TERMINATE AT METER & LATERAL FOR BATHROOM WASTE @2.00% MINIMUM 4" PVC SANITARY SEWER NE INV=780.20 DB-2 (2'x2' CB) SW INV=780.20 TG=784.20 COORDINATED WITH UTILITY COMPANY 64 LF 12" HDPE STM.@ 0.50% SUGGESTED LOCATION OF ELECTRIC SERVICE. FINAL LOCATION TO BE ROYAL CAR WASH BUILDING FOR ROOFTOP DISCHARGE 6" HDPE STORM LATERAL SW INV=780.52 DB-3 (2'x2' CB) NE INV=780.52 DA-1 (2'x2' CB) SW INV=780.00 TG=783.00 4" PVC IRRIGATION PROPOSED 6" PERFORATED TG=784.20 LATERAL FOR OILY WASTE 6" PVC SANITARY SEWER UNDERDRAIN (TYP.) @ 1.00% MINIMUM SLEEVE M & RPZ

3" CONDUIT FOR E INDUCTANCE LOOP G S/D TAP OIL WATER SEPARATOR PER DETAIL KISTNER (OS-OS2500T) 2,500 GAL 6" PVC SANITARY SEWER LATERAL 4" PVC IRRIGATION LOOP PER DETAIL INDUCTANCE TRAFFIC SENSOR

SLEEVE 4" PVC IRRIGATION LP SLEEVE 12" END SECTION 4" PVC IRRIGATION INV=781.00 W 95 LF 12" HDPE STM.@ 0.50% SLEEVE @ 1.00% MINIMUM E DB-4 CL INV: 778.5 G VEGETATED SWALE SERVICE (PRIVATE) DOMESTIC WATER W DAYLIGHTED UNDERDRAIN PERFORATED PROPOSED 6" SWALE TO VEGETATED TO BE 4" DR-14 E C/O G PP LP HH

APPROVED BY APPROVED BY APPROVED BY APPROVED BY PP

WS

HYD

WV LP

CANANDAIGUA-FARMINGTON WATER/SEWER DISTRICT SUPERINTENDENT TOWN OF CANANDAIGUA HIGHWAY SUPERINTENDENT TOWN ENGINEER PLANNING BOARD CHAIRPERSON ( ROW WIDTH VARIES ) VARIES WIDTH ROW ( 30

SEE SHEET C201-C204 FOR

UTILITY NOTES & DETAILS

CANANDAIGUA - VICTOR ROAD S.H. 484 S.H. ROAD VICTOR - CANANDAIGUA NEW YORK STATE ROUTE 332 ROUTE STATE YORK NEW FINAL LOCATION TO BE COORDINATED WITH UTILITY COMPANY SUGGESTED LOCATION OF GAS SERVICE. REMOVING THE SAMPLING TAP. FARMINGTON RESTORE THE GROUND SURFACE ON SOUTH DISINFECTION/SAMPLING TAP AND WILL CONTRACTOR TO PROVIDE THE EXCAVATION, WATER & SEWER WILL PERFORM THE TAP FOR A SET FEE. SIDE OF STATE ROUTE 332 IMMEDIATELY UPON SUPPLY AND INSTALL ALL MATERIAL, PROVIDE A 20"x4" TAPPING SLEEVE AND VALVE. OF SANITARY SEWER LATERAL. CONCRETE CONTRACTOR TO REMOVE CONCRETE STANDARD SPECIFICATIONS. SIDEWALK TO BE RESTORED PER NYSDOT SIDEWALK AS NECESSARY FOR INSTALLATION EXISTING SANITARY SEWER MAIN WITH INV: 776.57 INSERTA-TEE OR APPROVED EQUAL CONTRACTOR TO CORE & CONNECT HORIZONTAL SCALE 0 SCALE: 1"=30' 15 DATE DATE DATE DATE 30 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 NOT FOR CONSTRUCTION County: engineering ROYAL CAR WASH CANANDAIGUA TOWN OF Date 20182698.0001 C104 UTILITY PLAN 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: 4 Fax: (585) 325-1691 Jon Daniels (585) 325-1000 New York c Y:\PROJECTS-NEW\2018\20182698\20182698.0001\DRAWINGS\ENGINEERING\20182698.0001_SITE PLANS.DWG 3/14/2019 2:52 PM Joe Kellenberger LEGEND

R.O.W. WV

SF PP

HH GV 521 520 521 520 SF E SF

S D W HYD LP S

MH OHW MH : SF

CB PROPOSED EASEMENT LINE EXISTING FENCE EXIST. ELECTRIC HANDHOLE EXIST. ELECTRIC MANHOLE PROPOSED TREE/BRUSH LINE SILT FENCE EXIST. GAS VALVE EXIST. LIGHT POLE EXISTING EASEMENT LINE EXISTING TREE/BRUSH LINE EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED STORM SEWER, INLET PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED INLET PROTECTION PROPOSED STONE CHECK DAM EXISTING ELECTRIC LINE & POLE EXISTING SANITARY SEWER AND PROPOSED SANITARY SEWER EXISTING WATER SERVICE PROPOSED WATER SERVICE EXISTING STORM SEWER & MH SILT FENCE PROPOSED CONCRETE EXISTING BUILDING EXISTING CENTER LINE ROAD & VALVE MH, CB & END SECTION R.O.W. MANHOLE PROPOSED LIGHT PROPOSED SIGN PROPERTY BOUNDARY AND MANHOLE W/ HYDRANT & VALVE PROPOSED BUILDING EMERGENCY OVERFLOW 2'x2' CONTROL STRUCTURE 12" END SECTION INV=779.35 ELEV: 782.0 OS-1 SPILLWAY TG=781.50 OS SF CONTRACTOR TO OVER-EXCAVATE STORM WATER MANAGEMENT AREA FOR USE AS A TEMPORARY SEDIMENT BASIN DURING CONSTRUCTION SEDIMENT BASIN NOTE: X 783.5 LIMIT OF DISTURBANCE

SF 780

LIMIT OF DISTURBANCE 780 DEEP POOL

15' WIDE SAFETY BENCH 777

775

782 782 RIP RAP OUTLET PROTECTION SF LOCATION. CONTRACTOR TO SUPPLY

774

776 778

779

782

783

779

778

774

776

781 783 X 783.5

775 777 773

780

783 780 783 AROUND STOCKPILE PERIMETER.

781 781

773 A DOUBLE LINE OF SILT FENCE INLET CHANNELS TO BE TEMPORARY SOIL STOCKPILE

781

782 PER DETAIL (TYP.) LINED WITH RIP RAP X 783.5 SF TG=784.00 3'x3' CB DB-1 12" END SECTION DB INV=779.40 SF X 783.2 12" END SECTION DA INV=779.40

X 784

784.3 SF

SF 784

785.5 785 X X X 783.8 BC:784.20 TC:784.70 X 785.2 X 785.2 X 784.5 SF SF 785.0 785.0 X X X X X BC:784.60 TC:785.10 783.3 BC:784.40 TC:784.90

785.0 783.3 TG=784.20 X X X 784.4 2'x2' CB

TG=783.00 783 DB-2 2'x2' CB

DA-1 781

SF 783.7 SF 783.7 X X PROPOSED ROYAL 783.1 783.1

X 784 X SAND FILTER PROPOSED CAR WASH 4,096 S.F. FP: 785.00 X BC:784.40 TC:784.90 X SF BC:784.60 TC:785.10 783.7 783.7 SF X X

784 783.3 783.3 X X X 1:1 SLOPES TO STABILIZED WITH CRUSHED STONE RIP-RAP 784.4 SF SF DB-3 2'x2' CB TG=784.20 PROPOSED FILTER FABRIC DROP INLET PROTECTION PER DETAIL (TYP.) BC:784.40 TC:784.90 HP: 784.7

X 785.0 BC:784.40 X TC:784.90 784.3 X X X SF

SF

LP 784 X 783.9 CHANNELS TO BE LINED WITH 784.7 784 RIP RAP 783.5 784.0 INLET X X X SF 783 SF 782 783.5 783.9 X 12" END SECTION DB-4 INV=781.00 PROPOSED VEGETATED SWALE X 782 783 PP SF SF 784 LP SF HH SF

PP WS

APPROVED BY APPROVED BY APPROVED BY APPROVED BY

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CANANDAIGUA-FARMINGTON WATER/SEWER DISTRICT SUPERINTENDENT TOWN OF CANANDAIGUA HIGHWAY SUPERINTENDENT TOWN ENGINEER PLANNING BOARD CHAIRPERSON ( ROW WIDTH VARIES ) VARIES WIDTH ROW ( 30

GRADING NOTES & DETAILS

SEE SHEET C201-C204 FOR

CANANDAIGUA - VICTOR ROAD S.H. 484 S.H. ROAD VICTOR - CANANDAIGUA NEW YORK STATE ROUTE 332 ROUTE STATE YORK NEW HORIZONTAL SCALE 0 SCALE: 1"=30' 15 30 DATE DATE DATE DATE 60 PASSERO ASSOCIATES PASSERO ASSOCIATES GRADING & EROSION 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 NOT FOR CONSTRUCTION County: engineering ROYAL CAR WASH CANANDAIGUA TOWN OF Date CONTROL PLAN 20182698.0001 C105 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: 5 Fax: (585) 325-1691 Jon Daniels (585) 325-1000 New York c Y:\PROJECTS-NEW\2018\20182698\20182698.0001\DRAWINGS\ENGINEERING\20182698.0001_SITE PLANS.DWG 3/14/2019 2:52 PM Joe Kellenberger 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 30 48 20 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 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. 3' 1.5-2.5' 3-4' 12" 60-80' MATURE PROPOSED TREE LINE HEIGHT PROPOSED TREE LINE MANAGEMENT AREA STORMWATER 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

1 FC DETAIL PROPOSED POLE MOUNTED SITE LIGHT FIXTURE PER PA 8

1 FC HM MULCH (TYP) WASHED RIVER ROCK 9 ZS 1 MS 6 DETAIL PROPOSED POLE MOUNTED SITE LIGHT FIXTURE PER SAND FILTER PROPOSED ROYAL CAR WASH

4,096 S.F. 1 FC 1 HM 6 FIXTURE PER DETAIL PROPOSED POLE MOUNTED SITE LIGHT

ZS 1 FC 1 1 MS 8 HM 7

1 FC

MS LP 3 MULCH (TYP) WASHED RIVER ROCK LIGHTING & LANDSCAPING SEE SHEET C201-C204 FOR PA 13 BOULDER (TYP) DETAIL PROPOSED POLE MOUNTED SITE LIGHT FIXTURE PER PA 17 NOTES & DETAILS DETAIL PROPOSED POLE MOUNTED

SITE LIGHT FIXTURE PER 1 FC 1 PA 10 VEGETATED BOULDER (TYP) MULCH (TYP) WASHED RIVER ROCK SWALE DETAIL PROPOSED POLE MOUNTED SITE LIGHT FIXTURE PER MS 3 12 PF PP HM 8 LP HH PP

APPROVED BY APPROVED BY APPROVED BY APPROVED BY LP

CANANDAIGUA-FARMINGTON WATER/SEWER DISTRICT SUPERINTENDENT TOWN OF CANANDAIGUA HIGHWAY SUPERINTENDENT TOWN ENGINEER PLANNING BOARD CHAIRPERSON ( 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 CONSTRUCTION SEQUENCE FOR GRADING AND ELECTRIC & GAS SERVICE COORDINATION NOTES: SANITARY NOTES 1. ELECTRIC AND PLUMBING CONTRACTORS SHALL COORDINATE WITH EACH OTHER AND DIRECTLY 1. SANITARY SEWERS AND APPURTENANCES SHALL BE CONSTRUCTED IN CONFORMANCE EROSION CONTROL: WITH ROCHESTER GAS & ELECTRIC (RG&E) ELECTRIC AND GAS DEPARTMENTS FOR METER AND WITH THE LATEST REGULATIONS OF THE STATE, COUNTY AND LOCAL MUNICIPALITY. SHRUB SHALL HAVE PRUNE 1/3 OF GROWN AND SAME RELATION TO BROKEN BRANCHES AND RETAIN SET TRUNK SERVICE LOCATIONS PRIOR TO INSTALLATION. GUYING: 1. INSTALL PERIMETER SILT FENCE. FINISHED GRADE AS PLUMB 2. ELECTRIC AND PLUMBING CONTRACTORS SHALL ALLOW FOR THE NECESSARY PROVISIONS WHEN 2. MATERIALS LEADERS AND NATURAL FORM OF FOR ALL TREES 2. INSTALL STABILIZED CONSTRUCTION ENTRANCE. INSTALLING METERS AND SERVICES IN ACCORDANCE WITH RG&E DESIGN AND INSTALLATION - MAINS - PIPING SHALL BE POLYVINYL CHLORIDE (PVC) WITH ENDS SUITABLE FOR EXISTING AT NURSERY SHRUB GARDEN HOSE LARGER THAN 4" 3. INSTALL POND AREAS. CALIPER GUIDELINES. ELASTOMERIC GASKET JOINTS, AND A MINIMUM WALL THICKNESS OF SDR-35. 2 STRANDS OF NO. 4. CONSTRUCT DRAINAGE SWALES ALONG PROPERTY LINES AS SHOWN. 3. ELECTRIC AND PLUMBING CONTRACTORS SHALL DIRECTLY COORDINATE WITH EACH OTHER AND PIPING AND FITTINGS SHALL MEET: 3" MULCH 12 GALV. PLIABLE 5. CLEAR AND GRUB THE PROJECT IMPROVEMENTS AREAS. DIREECTLY WITH RG&E FOR ELECTRIC AND GAS START-UP. PASSERO ASSOCIATES ASTM D-3034 (4" THRU 15") WITHIN EARTH EARTH STEEL WIRE (TWIST RODENT GUARD 6. STRIP TOPSOIL AND TRUCK EXCESS OFF-SITE. ASTM F-679 (18" THRU 48") SAUCER SAUCER TO TIGHTEN 7. GRADE IMPROVEMENTS AREAS WITHIN THE PROJECT SITE. AREAS WHERE CONSTRUCTION ACTIVITY FLAGGING engineering architecture - LATERALS - 4" MIN. INSTALLED AT 1" PER FOOT MIN. PIPING SHALL BE POLYVINYL 2"X2" STAKE (THREE WAY) TEMPORARILY CEASES FOR MORE THAN 7 DAYS WILL BE STABILIZED WITH A TEMPORARY SEED AND MULCH 4 WEED BARRIER CHLORIDE (PVC) WITH ENDS SUITABLE FOR ELASTOMERIC GASKET JOINTS, AND A NOTE: SPRAY ALL PLANTS USE 8' STAKES, DRIVE 48" WITHIN 7 DAYS OF THE LAST DISTURBANCE. BELOW GROUND EARTH SAUCER MINIMUM WALL THICKNESS OF SDR-21. PIPING AND FITTINGS SHALL MEET ASTM WITH ANTI-DESSICANT 8. CONSTRUCT DROP INLET PROTECTION DEVICES AFTER STORM SEWER INSTALLATION AS SHOWN ON THIS TOPSOIL 3" MULCH LANDSCAPING NOTES: D-2241. PLAN. MIXTURE

- JOINTING MATERIALS - SHALL BE BELL-AND-SPIGOT WITH INTEGRAL PUSH ON TYPE 24" 60° 9. REPLACE TOPSOIL AND FINE GRADE. PER ELASTOMERIC GASKET JOINTS, GASKET MATERIAL TO BE NEOPRENE MEETING ASTM ROOT 10. HYDRO-SEED ALL DISTURBED AREAS WITHIN 7 DAYS AFTER FINAL GRADING, CONTRACTOR IS RESPONSIBLE A.N.L.A. 3" 1. ALL PLANTS SHALL MEET OR EXCEED THE MINIMUM REQUIREMENTS AS NOTED IN THE D-3212. BALL TO RESEED IF GRADING IS UNSATISFACTORY. STAND. LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK BY AMERICAN - MANHOLES - SHALL BE PRECAST CONCRETE WITH NEOPRENE GASKETS MEETING ROOT 11. UPON APPROVAL OF THE TOWN, REMOVE ALL TEMPORARY SILTATION CONTROLS. NURSERY AND LANDSCAPE ASSOCIATION. BALL FINISHED ASTM C-478 & ASTM C-443. 6" 12. SLOPES SHALL NOT EXCEED 1' VERTICAL TO 3' HORIZONTAL MAX. MAINTAIN 1:4 WHERE POSSIBLE. GRADE 13. MINIMUM OF 6" OF TOPSOIL IS TO BE PLACED ON ALL GRASS AREAS. AS PER 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN QUANTITY TAKEOFF. 3. INFILTRATION AND EXFILTRATION FOR SANITARY SEWERS SHALL BE LIMITED TO 100 2"x4"x48" WOOD 14. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BASED UPON ACTUAL FIELD CONDITIONS UNDISTURBED A.N.L.A. GALLONS PER MILE PER INCH DIAMETER OF PIPE PER 24 HOURS. EARTH STANDARDS STAKES - NOTCHED AOBE. CONTRACTOR SHALL PROVIDE FOR THIS COST IN HIS CONTRACT. 3. CONTRACTOR SHALL STAKEOUT PLANTINGS FOR OWNER'S APPROVAL PRIOR TO 6" 6" UNDISTURBED AS PER EARTH 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SILTATION AND EROSION CONTROL MEASURES FROM BEGINNING WORK. A.N.L.A. TOPSOIL 4. IF AN AIR TEST IS USED, THE TEST AS A MINIMUM SHALL CONFORM TO THE PROCEDURE 12" INSTALLATION THROUGH MAINTENANCE AND REMOVAL AFTER REVEGETATION HAS BEEN ESTABLISHED. 12" STANDARDS MIXTURE DESCRIBED IN ASTM C-828-80, ENTITLED STANDARD PRACTICE FOR LOW PRESSURE AIR 16. ALL END SECTIONS WILL BE PROVIDED WITH RIP-RAP APRONS. SHRUB PLANTING DETAIL 4. THE CONTRACTOR IS HEREBY NOTIFIED THAT UNDERGROUND UTILITIES EXIST AND HE TEST OF VITRIFIED CLAY PIPELINES; SANITARY MANHOLES SHALL BE TESTED FOR 17. ALL EROSION AND SEDIMENT CONTROL METHODS WILL BE DESIGNED AND INSTALLED IN ACCORDANCE SHOULD CALL FOR A COMPLETE UTILITY STAKEOUT BEFORE COMMENCING WORK. N.T.S. EXFILTRATION. STAKING: FOR ALL TREES 4" CALIPER OR WITH THE LATEST EDITION OF THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND LESS AND EVERGREENS OVER 4' HEIGHT SEDIMENT CONTROL. 5. SHOULD LOCATION OF TREES BE WITHIN 5' OF UNDERGROUND UTILITIES, RELOCATE SAID 5. VACUUM TESTING OF MANHOLES IS ALLOWED. THE CONTRACTOR IS CAUTIONED TO 18. ALL EROSION CONTROL MEASURES WILL BE REMOVED AFTER APPROVED BY QUALIFIED PROFESSIONAL. TREES TO MIN. OF 5' FROM BALL TO UTILITIES. SPEAK TO THE SUPERINTENDENT OF SEWERS PRIOR TO COMMENCING WITH PLANS TO TREE PLANTING DETAIL VACUUM TEST. AT THE VERY MINIMUM, EROSION CONTROL SHALL BE AS SHOWN ON THIS PLAN. EROSION CONTROL MAY 6. SHOULD LOCATIONS OF TREES BE WITHIN 20' OF OVERHEAD WIRES, RELOCATE SAID TREES N.T.S. CONSIST OF SEDIMENT TRAPS AND/OR ENVIRONMENTAL FENCES. THE CONTRACTOR AND THE DEVELOPER TO MINIMUM OF 20' FROM WIRES. 6. DEFLECTION TEST - TEN STATE STANDARDS. SHALL BE RESPONSIBLE FOR THE INTEGRITY, MAINTENANCE AND REMOVAL OF EROSION CONTROL MEASURES 6.A. DEFLECTION TESTS SHALL BE PERFORMED ON ALL FLEXIBLE PIPE. THE TEST SHALL BE UNTIL NO LONGER DEEMED NECESSARY BY THE TOWN OR IT'S REPRESENTATIVE. THE CONTRACTOR SHALL 7. PLANTING BACKFILL MIXTURE: CONDUCTED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS. MAINTAIN THE STORM SEWER SYSTEM UNTIL THE PROJECT IS DEVELOPED AND APPROVED BY THE TOWN AND 4 PARTS TOPSOIL; 1 PART PEAT MOSS, 10 LBS. 5-0-5 PLANTING 6.B. IF THE DEFLECTION TEST IS TO BE RUN USING A RIGID BALL OR MANDRELL, IT SHALL OWNER. FERTILIZER THOROUGHLY MIXED PER CUBIC YARD. HAVE A DIAMETER EQUAL TO 95% OF THE INSIDE DIAMETER OF THE PIPE. THE TEST ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED IN GOOD WORKING ORDER. THE OWNER SHALL BE SHALL BE PERFORMED WITHOUT MECHANICAL PULLING DEVICES. RESPONSIBLE FOR MAINTENANCE OF THE STONE FILL. CORRECTIVE ACTIONS, AS IDENTIFIED BY THE DEVELOPER'S 8. STAKE TREES IMMEDIATELY AFTER PLANTING. 6.C. NO PIPE SHALL EXCEED A DEFLECTION OF 5%. ONSITE REPRESENTATIVE OR A TOWN REPRESENTATIVE, SHALL BE INITIATED WITHIN 24 HOURS OF BEING REPORTED. THE TOWN MAY REVIEW THE PROJECT SITE AT ANY TIME. REVIEW OF EROSION CONTROL MEASURES 9. PROVIDE BLACK HARD RUBBER EDGING AT ALL PLANTING AREAS. 7. ALL SANITARY SEWER INSTALLATION SHALL BE MADE IN CONFORMANCE WITH THE BY THE TOWN DOES NOT RELIEVE THE DEVELOPER OF HIS OBLIGATIONS TO EXECUTE RESPONSIBLE STANDARD SPECIFICATIONS, REGULATIONS, AND POLICIES OF THE CANANDAIGUA-FARMINGTON MANAGEMENT PRACTICES 10. ALL SEEDED AREAS SHALL RECEIVE 10:0:10 COMMERCIAL FERTILIZER APPLIED AT A RATE SEWER DISTRICT. OF 20LBS./1000 S.F. NO FERTILIZER CONTAINING PHOSPHORUS IS PERMITTED ON SITE. 8. ALL HOUSE LATERALS SHALL HAVE A CLEANOUT AT THE PROPERTY LINE OR EASEMENT 11. ALL NEWLY SEEDED AREA SHALL RECEIVE STRAW AT A RATE OF 2000 LBS/ACRE OR TOWN OF CONSTRUCTION SEQUENCE FOR STEEP SLOPE STABILIZATION/ LINE. HYDROSEED METHOD MAY BE UTILIZED. CANANDAIGUA JUTE MESH INSTALLATION FOR SLOPES OF 1:3 OR GREATER: 9. FLOOR DRAINS, IF CONSTRUCTED, SHALL BE CONNECTED TO THE SANITARY PROJECT 12. FINE GRADE & HAND RAKE SOIL IN AREAS TO RECEIVE NEW SEED SEWER/COMBINATION SEWER. (FLOOR DRAINS DO NOT INCLUDE FOUNDATION/FOOTER SITE 1. STRIP TOPSOIL ON SLOPE. DRAINS). ALL DISCHARGES TO THE SANITARY/ COMBINATION SEWER MUST COMPLY 13. ALL AREAS TO BE SEEDED SHALL RECEIVE 6" DEPTH OF TOPSOIL. 2. GRADE SLOPE PER PLAN. CONTRACTOR SHALL TAKE CARE TO NOT OVER EXCAVATE EMBANKMENT. WITH THE EFFLUENT LIMITS OF THE LOCAL AND/OR THE ONTARIO COUNTY SEWER USE 3. REPLACE TOPSOIL. LAW. 4. TRACK TOPSOIL WITH A BULLDOZER IN A DIRECTION PERPENDICULAR TO THE PROPOSED CONTOUR LINES. 14. ANY PROPOSED DEVIATION TO THIS PLAN MUST FIRST BE REVIEWED AND APPROVED BY THE PLANNING BOARD AND TOWN ENGINEER, PRIOR TO THE INSTALLATION OF THOSE 5. IMMEDIATELY SEED AND FERTILIZE TOPSOIL PER PLAN. 10. SEPARATION - MINIMUM VERTICAL SEPARATION BETWEEN WATER MAINS AND SEWER PROPOSED LANDSCAPE CHANGES. 6. IMMEDIATELY APPLY JUTE MESH BY UNROLLING THE PRODUCT DOWN THE SLOPE. DO NOT STRETCH THE MESH, ALLOWING LINES SHALL BE 18 INCHES MEASURED FROM THE OUTSIDE OF THE PIPES AT THE POINT OF IT TO FULLY CONTACT THE SOIL. CROSSING. ONE FULL STANDARD LAYING LENGTH OF WATER MAIN SHALL BE CENTERED 15. RED MAPLE, BLACK TUPELO, BIRCH, OAK AND ZELKOVA ARE CONSIDERED FALL PLANTING 7. SECURE THE JUTE MESH WITH STAPLES (11 GAUGE - 8"x1"x8") 24" APART THOUGH OUT THE MATTING (APPROXIMATELY 200 UNDER OR OVER THE SEWER SO THAT BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS HAZARD. CONTRACTOR SHALL TAKE SPECIAL CARE WHEN PLANTING AND WATERING STAPLES PER 100 SY). STAPLES SHOULD BE DRIVEN FLUSH WITH THE GROUND. POSSIBLE. IN ADDITION. WHEN THE WATER MAIN PASSES UNDER A SEWER ADEQUATE THESE TREES. 8. SECURE BEGINNING AND END OF ROLL BY ANCHORING THE MATTING INTO 6" DEEP SLOTS CUT INTO THE SOIL. THEN STRUCTURAL SUPPORT (COMPACTED SELECTED FILL) SHALL BE PROVIDED FOR THE SEWER STAPLE MATTING AT CHECK SLOTS. TO PREVENT EXCESSIVE DEFLECTION OF JOINTS AND SETTLING OF THE SEWER ON THE LOCATION SKETCH WATER MAIN. MINIMUM HORIZONTAL SEPARATION BETWEEN PARALLEL WATER MAINS N.T.S. AND SEWER PIPES (INCLUDING MANHOLES AND VAULTS) SHALL BE 10 FEET MEASURED Client: FROM THE OUTSIDE OF THE PIPES. MANHOLES OR VAULTS. PUBLIC WATER SERVICE LINE NOTES (4" & GREATER): ROYAL WASH CANANDAIGUA, LLC 1. WATER SERVICE LINES (LATERALS) SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SEEDING NOTE 11. SEWER USE LAW: FLOOR DRAINS, IF CONSTRUCTED, SHALL BE CONNECTED TO THE 2851 MONROE AVE REGULATION AND SPECIFICATIONS OF THE CITY OF CANANDAIGUA. SANITARY/COMBINATION SEWER. FLOOR DRAINS DO NOT INCLUDE 2. WATER SERVICE LINES SHALL HAVE A MINIMUM OF FIVE FEET OF COVER FROM ROCHESTER, NY 14618 TO PROVIDE THE FOLLOWING SEED MIXTURES DURING CONSTRUCTION: FOUNDATION/FOOTER DRAINS. NOTE: ALL DISCHARGES TO THE FINISHED GRADE IN LAWN AREAS AND SIX FEET COVER FROM FINISHED GRADE IN SANITARY/COMBINATION SEWER MUST COMPLY WITH THE EFFLUENT LIMITS OF THE PAVED AREAS. LOCAL AND OR ONTARIO COUNTY SEWER USE LAW. 3. WATER SERVICE LINES SHALL BE SEPARATED AT LEAST TEN FEET, MEASURED FROM THE TEMPORARY SEEDING: OUTSIDE OF THE PIPES, FROM SEWER MAINS OR SEPTIC SYSTEMS RYEGRASS (ANNUAL OR PERENNIAL) @ 120 LBS. PER ACRE OR 0.7 LBS. PER 1000 SQUARE 4. WATER SERVICE LINES SHALL BE AS IDENTIFIED AS: FEET. SEWER USE LAW: DESCRIPTION SIZE MATERIAL (a) TYPE (b) PERMANENT SEEDING: FLOOR DRAINS, IF CONSTRUCTED, SHALL BE CONNECTED TO THE SANITARY/COMBINATION CITY PORTION = FROM THE WATER MAIN TO AND INCLUDING 65% KENTUCKY BLUEGRASS BLEND @ 85LBS. PER ACRES OR 2.0-2.6 LBS. PER 1000 SQUARE SEWER. FLOOR DRAINS DO NOT INCLUDE FOUNDATION/FOOTER DRAINS. 4" DR-14 CMB THE CONTROL VALVE ON THE ROW/PROPERTY/EASEMENT LINE FEET XPRESS PAY TERMINAL DETAIL PRIVATE PORTION = FROM THE CONTROL VALVE TO THE RPZ 20% PERENNIAL RYEGRASS @ 26-35 LBS. PER ACRE OR 0.6-0.8 LBS. PER 1000 SQUARE FEET NOTE: ALL DISCHARGES TO THE SANITARY SEWER MUST COMPLY WITH THE LOCAL SEWER USE PASSERO ASSOCIATES 4" DR-14 CMB NOTE: CONTRACTOR TO ACQUIRE XPRESS PAY STATION INSTALLATION 15% FINE FESCUE @ 19-26 LBS. PER ACRE OR 0.4-0.6 LBS. PER 1000 SQUARE FEET LAW. 242 West Main Street Suite 100 (585) 325-1000 (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 IRON PIPE OR DR-14 FOR ALL SEEDING & STABILIZATION MEASURES IT IS THE RESPONSIBILITY OF THE OWNER & GENERAL NOTES (b) SERVICE TYPES INCLUDE:DOMESTIC = DS, FIRE = FS, OR COMBINED = CMB DEVELOPER TO ENSURE THAT FINAL STABILIZATION OCCURS AS REQUIRED BY THE NYSDEC. Principal-in-Charge Jess D. Sudol, P.E. 1. THE SANITARY WASTE DISPOSAL SYSTEM SHALL BE CONSTRUCTED IN AREAS WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR MORE THAN 7 DAYS WILL BE Project Manager David L. Cox, P.E. ACCORDANCE WITH THE STANDARDS OF THE NEW YORK STATE DEPARTMENT OF 5. THE PUBLIC PORTION OF THE WATER SERVICE LINE SHALL BE INSTALLED PRIOR TO THE STABILIZED WITH A TEMPORARY SEED AND MULCH WITHIN 7 DAYS OF THE LAST DISTURBANCE. HEALTH AND THE CANANDAIGUA-FARMINGTON SEWER DISTRICT. Designed by Jon Daniels PRIVATE PORTION OF THE SERVICE LINE. ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY IN AN AREA, THAT AREA WILL BE 2. WATER SERVICE WILL BE INSTALLED IN ACCORDANCE WITH THE RULES AND 6. WATER METER(S) TO BE LOCATED ON THE INTERIOR OF EXTERIOR WALL(S) IMMEDIATELY STABILIZED WITH PERMANENT SEED AND MULCH. AFTER THE ENTIRE SITE IS STABILIZED, THE REGULATIONS OF THE CANANDAIGUA-FARMINGTON WATER DEPT. UPON SERVICE ENTRANCE INTO THE BUILDING(S). RESIDENTIAL SERVICES: A BY-PASS ACCUMULATED SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN(s). 5 3. THE BUILDING CONSTRUCTION TO BE IN COMPLIANCE WITH THE NEW YORK STATE ASSEMBLY IS NOT REQUIRED AROUND THE INSTALLATION OF 8 INCH THROUGH 2-INCH BUILDING CODE. 1 METERS. NON-RESIDENTIAL SERVICES: THE INSTALLATION OF AN 12 INCH METER OR UTILITY NOTES: 4. ANY COST RELATED TO THE RELOCATION OF ANY UTILITIES NECESSITATED BY THIS LARGER REQUIRES A BY-PASS ASSEMBLY AROUND THE METER. PROJECT SHALL BE THE RESPONSIBILITY OF THE OWNER OR THOSE REQUESTING THE 1:3 MAX. RIVER ROCK 7. PUBLIC WATER LINES SHALL BE: 1. PRIOR TO THE START OF UTILITY INSTALLATION THE CONTRACTOR AND SUBCONTRACTOR RELOCATION OF THE UTILITY. CONTROL STRUCTURE (4" AVE) STONE SEE UTILITY PLAN · PRESSURE TESTED TO 150 PSI OR 150% OF STATIC LINE PRESSURE, WHICHEVER IS IS RESPONSIBLE FOR COORDINATION OF ALL UTILITY CONNECTIONS WITH 5. ANY AND ALL CULVERT LOCATIONS, SIZES OR TYPES, TO BE APPROVED BY THE SURFACE 6" THICK. GREATER, IN ACCORDANCE WITH THE LATEST SPECIFICATIONS OF THE MECHANICAL/ARCHITECTURAL DRAWINGS FOR INCLUDING BUT NOT LIMITED TO TOWN SUPERINTENDENT OF HIGHWAYS. 12" 4 max 1:3 max PROPOSED INFLOW FROM SITE PONDING CANANDAIGUA-FARMINGTON WATER DEPT. A REPRESENTATIVE MUST WITNESS THIS VERTICAL AND HORIZONTAL LOCATION, PENETRATIONS, AND SIZES. THE CONTRACTOR 6. ALL PROPERTY CORNERS TO BE MARKED WITH IRON PINS. 1 CONCRETE CURB TEST. SHALL OBTAIN WRITTEN PERMISSION TO PROCEED WITH UTILITY INSTALLATION BY THE 7. THIS SUBDIVISION SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF THE (ITEM 609.08) · DISINFECTED BY USING THE CONTINUOUS FEED METHOD ACCORDING TO AWWA OWNERS ONSITE REPRESENTATIVE UPON COMPLETION OF COORDINATION WITH COUNTY MONUMENTATION LAW. STANDARD SPECIFICATIONS. AFTER FLUSHING AND DISINFECTING THE SERVICE CONTRACTORS, AND PLANS. 8. THE SUBDIVISION IS LESS THAN 1500 FEET FROM THE NEAREST CONTROL 30" DEEP 100% CONCRETE SAND LINE, WATER SAMPLES SHALL BE COLLECTED BY THE CONTRACTOR. APPROVAL AND MONUMENT AND IS THEREFORE TIED INTO THE MONUMENTATION NETWORK. WITH PERC RATE >1"/15 MIN NOTIFICATION BY THE HEALTH DEPARTMENT MUST BE RECEIVED BEFORE THE 2. THE DEVELOPER AND HIS/HER CONTRACTOR IS RESPONSIBLE FOR COORDINATING GAS, 9. THIS SUBDIVISION SHALL COMPLY WITH ANY COUNTY OR STATE AGENCIES

Joe Kellenberger LATERAL IS PLACED IN SERVICE. ELECTRICAL, CABLE, TELEPHONE AND ANY OTHER UTILITIES NOT SPECIFICALLY SHOWN HAVING JURISDICTION.

8. PRIVATE WATER LINES SHALL BE: WITHIN THIS PLAN SET WITH APPROPRIATE AGENCY. PASSERO ASSOCIATES ASSUMES NO 10. ALL SITE WORK TO BE IN COMPLIANCE WITH THE STANDARDS OF CHAPTER 29 - PROPOSED 1/2" 1'-6" · PRESSURE TESTED TO 150 PSI IN ACCORDANCE WITH THE LATEST SPECIFICATIONS RESPONSIBILITY FOR THE DESIGN OR PERFORMANCE OF UTILITIES NOT SPECIFICALLY ARTICLE V OF THE TOWN OF CANADAIGUA. PVC CONDUIT OF THE CANANDAIGUA-FARMINGTON WATER DEPT. A REPRESENTATIVE MUST SHOWN WITHIN THIS PLAN SET. 11. ALL CONSTRUCTION WILL BE IN ACCORDANCE WITH THE DESIGN CRITERIA AND (ITEM S670.28) Revisions 6" UNDERDRAIN TO WITNESS THIS TEST. CONSTRUCTION SPECIFICATIONS FOR LAND DEVELOPMENT FOR THE TOWN OF No. Date By Description CONNECT TO OVERFLOW 6" MINIMUM · DISINFECTED BY USING THE CONTINUOUS FEED METHOD ACCORDING TO AWWA 3. PRIOR TO THE START OF UTILITY INSTALLATION THE CONTRACTOR SHALL LOCATE ALL CANADAIGUA DATED THE MOST CURRENT REVISION. C.B. 12" OF CLEANED WASHED GRAVEL STANDARD SPECIFICATIONS. AFTER FLUSHING AND DISINFECTING THE SERVICE EXISTING UTILITIES VERTICALLY AND HORIZONTALLY AND COORDINATE WITH EXISTING GEOTEXTILE FABRIC. MIRAFI SECTION VIEW 140N OR APPROVED EQUAL. (APPROX. 1.5" TO 2" DIAMETER LINE, WATER SAMPLES SHALL BE COLLECTED BY THE CONTRACTOR AND SUBMITTED UTILITIES SHOWN ON THE PLANS AND REPORT ANY DISCREPANCIES TO THE DESIGN ROCK) SAWCUT AND INSTALL TO A THIRD PARTY TESTING COMPANY. NOTE:

3/14/2019 2:52 PM 2:52 3/14/2019 ENGINEER. THE CONTRACTOR SHALL OBTAIN WRITTEN PERMISSION TO PROCEED WITH LOOP WIRES #16 AWG, 6'-0" 1. FOR ALL SEEDING & STABILIZATION MEASURES IT IS THE RESPONSIBILITY OF THE OWNER & DEVELOPER TO

UTILITY INSTALLATION BY THE OWNERS ONSITE REPRESENTATIVE UPON COMPLETION THHN, 600V, 5 TURNS, ENSURE THAT FINAL STABILIZATION OCCURS AS REQUIRED BY THE NYSDEC. EXISTING UTILITY VERIFICATION. SEALANT NYSDOT 2. SAND SHALL NOT BE PLACED IN SAND FILTER AREA UNTIL SITE HAS REACHED 50% STABILIZATION. SILT FENCE TO BE PROVIDE AROUND 724-22 (TYP.) ENTIRE SAND FILTER AREA AT ALL TIMES. ARCHITECTURAL COORDINATION NOTE: 4. THRUST BLOCKS ON THE WATERMAIN ARE REQUIRED AT BENDS, TEES OR PLUGS. SEE DETAIL SHEETS FOR THRUST BLOCK DETAILS. SAND FILTER (SOIL MEDIA SECTION) THE CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL UTILITY CONNECTIONS WITH MECHANICAL/ARCHITECTURAL DRAWINGS FOR LOCATION, PENETRATION, N.T.S. STORM NOTES If you excavate anywhere in 2'-6" UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN AND SIZES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE WITH VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND 1. STORM SEWERS AND APPURTENANCES SHALL BE CONSTRUCTED IN CONFORMANCE ARTICLE 147 SECTION 7307. THESE PLANS ARE COPYRIGHT PROTECTED c ALL SUBCONTRACTORS FOR PROPER UTILITY CONNECTIONS. ANY DISCREPANCIES New York State, WITH THE LATEST REGULATIONS OF THE MUNICIPALITY SHALL BE IMMEDIATELY DESCRIBED TO ENGINEER AND ARCHITECT. except NYC or Long Island, call TYPICAL INDUCTANCE TRAFFIC 2. PROPOSED STORM SEWER LATERAL MATERIAL: SENSOR LOOP DETAIL A STANDARD WATER MAIN EXTENSION NOTES: PVC SDR-35 6" MIN. SIZE & SHALL BE LAID AT A MINIMUM GRADE OF 1/4" PER FT. N.T.S. STORM SEWER MATERIAL: NOTES PROPOSED SPILLWAY W/ 12" #6 1. THE WATER MAIN SHALL BE DISINFECTED EQUAL TO AWWA STANDARD FOR DISINFECTING WATER MAINS ADS HDPE 12" MIN. Dig Safely. TOP OF BERM TOP OF BERM SURGE STONE DESIGNATION C651. FOLLOWING DISINFECTION, THE WATER MAIN SHALL BE FLUSHED UNTIL THE CHLORINE 10' WIDE SPILLWAY ELEV=782.0 ELEV. 783.50 ELEV. 783.5 CONCENTRATION IN THE WATER LEAVING THE MAIN IS NO HIGHER THAN THAT GENERALLY PREVAILING IN THE 3. FOUNDATION DRAINS SHALL BE CONNECTED TO STORM WATER SYSTEM VIA SUMP 10' WIDE SPILLWAY ELEV=782.0 SYSTEM. THE SAMPLING POINT(S) MUST BE DECONTAMINATED BY FLAMING. ALL WATER MAIN FITTINGS NOT PUMPS. DOWNSPOUTS SHALL BE CONNECTED TO STORM SEWER WHERE APPLICABLE, New York RECEIVING 24-HOUR CHLORINE DISINFECTION CONTACT TIME MUST BE SWAB DISINFECTED 30 MINUTES PRIOR TO WHERE NOTED ON THE PLANS DOWNSPOUTS SHALL DISCHARGE TO SPLASH BLOCKS. 1-800-962-7962 95% COMPACTION REQUIRED ON INSTALLATION. THE SAMPLING POINT(S) MUST BE DECONTAMINATED BY FLAMING. FIRE HYDRANTS ARE NOT i-Notice = www.DigSafelyNewYork.com POND BERM ACCEPTABLE SAMPLING POINTS. SAMPLING WILL NOT BE PERFORMED PRIOR TO RECEIPT FROM A NEW YORK STATE 4. UPON COMPLETION OF SYSTEM INSTALLATION, THE MAIN SEWER SYSTEM AND LEADS LICENSED OR REGISTERED DESIGN PROFESSIONAL (ENGINEER, ARCHITECT OR LAND SURVEYOR WITH A SPECIAL TO STRUCTURES SHALL BE FLUSHED AND LAMPED TO THE SATISFACTION OF THE 24"x24" GRATE ROYAL CAR WASH ELEV. 781.5' 24" X 24" CATCH BASIN EXEMPTION UNDER SECTION 7208(n) OF THE EDUCATION LAW) CERTIFYING THAT THE WATER SUPPLY MUNICIPALITY. NORTH VIEW SECTION A-A 24"x24" GRATE 12" ELEV. 781.5' IMPROVEMENTS, TESTING AND DISINFECTION PROCEDURES WERE COMPLETED IN ACCORDANCE WITH THE 6" PROPOSED 24 LF 8" HDPE APPROVED PLANS, REPORTS, SPECIFICATIONS AND ANY APPROVED AMENDMENTS. SAMPLES SHALL BE COLLECTED OUTLET PIPE @ 0.21% DEMOLITION NOTES Town/City: Canandaigua FOR FREE CHLORINE RESIDUAL, TOTAL AND FECAL COLIFORM AND 24-HOUR BACTERIAL PLATE COUNT AND TAKEN 24" X 24" CATCH BASIN 2" OPENING ON CENTER 2" SEE PLANS FOR DIMENSIONS TO A NYS CERTIFIED LABORATORY AND RESULST PROVIDED TO NYSDOH. THE WATER MAIN SHALL NOT BE PLACED County: Ontario State: New York

1. MILL ASPHALT PER PLAN AND STOCKPILE FOR RE-USE. MIN. 12" INTO SERVICE UNTIL SO AUTHORIZED BY THE NYS DEPARTMENT OF HEALTH. 4" 4" A PLAN VIEW Project No. PROPOSED 24 LF 8" MEDIUM RIP- 2. FOR FULL DEPTH PAVEMENT EXCAVATION; THE TOP OF THE EXISTING CURB IS TO REMAIN AND SHALL HAVE A HDPE OUTLET PIPE @ RAP STONE 2. MINIMUM VERTICAL SEPARATION BETWEEN WATER MAINS AND SEWER LINES SHALL BE 18 INCHES MEASURED FROM 4" 4" 0.21% 6" DEPTH. THE OUTSIDE OF THE PIPE AT THE POINT OF CROSSING. ONE FULL STANDARD LAYING LENGTH OF WATER MAIN REVEAL OF 6" AT THE COMPLETION OF CONSTRUCTION. EXISTING SUITABLE SUB-BASE ENCOUNTERED DURING 20182698.0001 SHALL BE CENTERED UNDER OR OVER THE SEWER SO THAT BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS EXCAVATION SHALL BE STOCKPILED FOR RE-USE. EXCESS MATERIALS OR UNSUITABLE MATERIAL SHALL BE 2" 2" PROPOSED 3" CORE WATER SURFACE ELEV. 779.40 POSSIBLE. IN ADDITION, WHEN THE WATER MAIN PASSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT HAULED OFF-SITE. PROVIDE FLANGE AND Drawing No. Sheet No. INV. 779.40 1/2" DIAMETER USE A SECTION (COMPACTED SELECTED FILL) SHALL BE PROVIDED FOR THE SEWER TO PREVENT EXCESSIVE DEFECTION OF JOINTS ANCHOR BOLTS PLAN VIEW OF 12" DIA. GALVANIZED PROVIDE 12" CMP SCREEN AND SETTLING OF THE SEWER ON THE WATER MAIN. MINIMUM HORIZONTAL SEPARATION BETWEEN PARALLEL 3. PREPARE AND PLACE A SUB-BASE COURSE COMPOSED OF A BLEND OF THE EXISTING SUB-BASE (FROM PERFORATED CMP AROUND LOW FLOW ORIFICE PER C201 7 WATER MAINS AND SEWER PIPES (INCLUDING MANHOLES AND VAULTS) SHALL BE 10 FEET MEASURED FROM THE STOCKPILE), ASPHALT MILLINGS (FROM STOCKPILE) AND IF NEEDED, ADDITIONAL STONE AGGREGATE TO DETAIL TO RIGHT OUTSIDE OF THE PIPES, MANHOLES OR VAULTS. OBTAIN THE SPECIFIC DEPTH OF AND THE PLACEMENT OF 1" OF CRUSHED STONE FOR FINE GRADING PURPOSES. INV. 779.40 SEE PLANS FOR DIMENSIONS Scale: 12" N.T.S. 3. WHEN INSTALLING FIRE HYDRANTS, SHOULD GROUND WATER BE ENCOUNTERED WITHIN SEVEN (7) FEET OF THE 4. PAVE ENTIRE PARKING AREA WITH TYPE 7F TOP COURSE ASPHALT. SECTION "A-A" FINISHED GRADE, FIRE HYDRANT WEEP HOLES (DRAINS) SHALL BE PLUGGED. PROPOSED 3" CORE FILL SUMP WITH 3500 PSI CONCRETE 5. UPON COMPLETION, ALL PAVEMENT AREAS SHALL BE SMOOTH, ALL CURB SHALL HAVE 6" REVEAL, WATER INV. 779.40 Date 4. THE WATER MAIN SHALL BE PRESSURE/LEAKAGE TESTED IN ACCORDANCE WITH THE MINIMUM REQUIREMENTS OF STONE RIP-RAP DETAIL SHALL DRAIN WELL INTO EXISTING CATCH BASINS (NO PONDING) ALL HANDICAP RAMPS SHALL BE FLUSH WITH STORM WATER MANAGEMENT AREA THE AWWA STANDARD C600 (LATEST REVISION) OR IN ACCORDANCE WITH MORE STRINGENT REQUIREMENTS 12" CMP SCREEN DETAIL NEW PAVEMENT AND SHALL MEET ALL ADA REGULATIONS. IMPOSED BY THE SUPPLIER OF WATER. N.T.S. N.T.S. MARCH 2019 Y:\PROJECTS-NEW\2018\20182698\20182698.0001\DRAWINGS\ENGINEERING\20182698.0001_DETAILS.DWG NOT FOR CONSTRUCTION 1 1/2" TYPE 7 TOP COURSE 50%-60% OF NOTE: EMBANKMENT WOVEN WIRE FENCE (COMPACTED) (MIN. 14 1/2 GAUGE SLOPES TO BE 1V:6H BASE DIAMETER 2 - 1/2" TYPE 3 DENSE BINDER W/ MAX. 6" MESH 10' MAX. C. TO C. SPACING) COURSE (COMPACTED) L L SIGN PANEL SEE GRADING PLAN 6" STEP @ EDGE OF 36" MIN. LENGTH FENCE PAVEMENT FOR POSTS DRIVEN MIN. 16" 0.20" EACH COURSE INTO GROUND. 2-6" LIFTS OF #2 CRUSHER RUN 0.90"-1.41" COMPACTED HEIGHT OF FILTER PASSERO ASSOCIATES = 16" MIN. PROVIDE GEOTEXTILE AS REQUIRED DOME SECTION ISOMETRIC OR AS DIRECTED BY ENGINEER engineering architecture 8" MIN. COMPACTED EXISTING NYP1-2 NYP1-2 FLOW FLOW 1.625"-2.41" SUBGRADE C TO C (TOPSOIL REMOVED) PERSPECTIVE VIEW NOTES: 36" MIN. FENCE POST ASPHALT PAVEMENT SECTION WOVEN WIRE FENCE (MIN. 14

N.T.S. 5'-6" MIN. 1/2 GAUGE W/ MAX. 6" MESH EDGE SPACING) WITH FILTER CLOTH 1. QUANTITY OF TRUNCATED DOMES

FACE OF CURB 2' MIN. TO 2"x2" SQ. UNISTRUT 20"MIN. OF SHOWN IS FOR ILLUSTRATIVE CURB C TO C PURPOSES ONLY, TO DEPICT POST LENGTH VARIES FLOW RAMP UNDISTURBED GROUND 1.625"-2.41" REQUIRED SQUARE GRID PATTERN. (GALVANIZED STEEL) COMPACTED SOIL TWO (2) COATS APPROVED 2. TRUNCATED DOMES ARE TO BE EMBED FILTER CLOTH 16"MIN. 1'-0" OR CURING AND SEALING 0.625" ALIGNED IN SQUARE GRID PATTERN A MIN. OF 6" IN GROUND. IN PREDOMINANT DIRECTION OF

MATCH COMPOUND 2"-4" FINISH 4" TRAVEL. EXISTING SECTION VIEW R7-8 BACK EDGE 6" VARIES (SEE PLAN) 6" 3. DETECTABLE WARNING SYSTEM FIELD OF CURB CONSTRUCTION SPECIFICATIONS 1" 0.625" IS TO BE 2 FEET DEEP, AND IS TO

3'-0" 3 1/2" I.D. PIPE SLEEVE VAN EXTEND ACROSS FULL WIDTH OF 1/4"/FT. CONCRETE BASE 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES SIDEWALK ACCESS RAMP, BUT NOT UP SLOPE ACCESSIBLE OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. FILL JOINTS WITH UNILOCK SIDE FLARES. POLYMERIC JOINT SAND OR 4" 2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE TYPICAL APPROVED EQUIVALENT 4. DETECTABLE WARNING SYSTEM FIELD R7-8P FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. WARNING UNIT 4" IS TO BE LOCATED SUCH THAT OUTER 12" DIA. FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6" MAXIMUM MESH OPENING. 1" MINIMUM 3" COVER EDGE OF WARNING FIELD NEAREST TO SIDEWALK COARSE SAND BEDDING STREET IS 2 TO 4 INCHES OFF BACK 6X6-10/10 W.W.F. MESH. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MATERIAL EDGE OF CURB. MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT. CONCRETE 2" DIAMETER WEEP CRUSHER RUN STONE TYPICAL POST MOUNT HOLE AT LOW POINT 5. ENTIRE DETECTABLE WARNING SYSTEM (NYSDOT SPEC. 304-2.02 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. FILL WITH COARSE FIELD INCLUDING TRUNCATED DOMES, TYPE 2 STONE) MODIFIED INTERNATIONAL SAND BEDDING MATERIAL IS TO BE DARK GRAY IN COLOR, PER HANDICAP SIGN INSTALLATION 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN NOTE: CONCRETE SIDEWALKS SHALL BE 3500 PSI 7" (SIGN IN LANDSCAPE AREA OR SIDEWALK) MUNSELL BOOK NOTATION 10BG 3/1, SYMBOL OF ACCESS "BULGES" DEVELOP IN THE SILT FENCE. FEDERAL STANDARD 595B NUMBER N.T.S. 6" SUBBASE COURSE 36081, OR APPROVED EQUIVALENT. TYPICAL SIDEWALK DETAIL SILT FENCE DETAIL 50'MIN. EXISTING SECTION N.T.S. SHEAR STEP SAW CUT 3' PAVEMENT 2' WIDE x 1 1/2" DEEP 5:1 TACK COAT ALL VERT. & DETECTABLE WARNING SURFACE 6"MIN. TOWN OF ROAD HORIZ. SURFACES PRIOR SAW CUT FULL DEPTH N.T.S. TO TOP COAT. CAP ALL MOUNTABLE BERM C (15" MIN.) EXISTING FILTER NEW SEAMS WITH JOINT CANANDAIGUA (OPTIONAL) PROJECT GROUND CLOTH PROFILE SEALER 7" EDGE OF PAVEMENT SITE 9" MODEL 150WLB LIGHT FIXTURE BY TSS 2"X4" WOOD FRAME 50'MIN. 2'-0" (COLOR BY OWNERS REP) EXIST. SLOPE VOLTAGE: AC100 ~ 240/277V 6" 2" WATTS: 150W 1" 1/8" PITCH TOWARD 10'MIN. EXISTING STAKE KELVIN: 6500K R=1.5" ROADWAY 15" GROUND LUMENS: 18,000 PER FIXTURE 6" TOPSOIL 1" FABRIC 6" 12'MIN. 12'MIN. EXISTING PAVEMENT KEY DETAIL 4" SQUARE STEEL POLE BY LSI INDUSTRIES PAVEMENT ORDER # 5SQB5-S11G-24-S-BLK-GA (FOR CONNECTION TO EXISTING PAVEMENT) 3' MIN. OR APPROVED EQUAL

1'-2" f'c= 4000 psi BIT. PAVEMENT PLAN VIEW 4" SQUARE BASE COVER

1'-2" 10'MIN. N.T.S. SEE PAVEMENT BIT. PAVEMENT ORDER # 122559CLR LOCATION SKETCH SECTION 6" SEE PAVEMENT INSTALL PER MANUFACTURERS N.T.S. 3,500 PSI SECTION CONCRETE 6" RECOMMENDATIONS

25'-0" (TYP) Client: CONSTRUCTION SPECIFICATIONS GROUTED GAP 6" ROYAL WASH CANANDAIGUA, LLC FOUND. COURSE MIN. 1. STONE SIZE - USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. DROP INLET BURIED FABRIC 4" 4" 2851 MONROE AVE FOUND. COURSE ITEM ITEM 609.04 07 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT WITH GATE GEOTEXTILE (AROUND STONE 609.04 07 ROCHESTER, NY 14618 MINIMUM LENGTH WOULD APPLY). FRAME OR SLEEVE AROUND PIPE) 4" 36" IN 3. THICKNESS - NOT LESS THAN SIX (6) INCHES. 4" PERFORATED UNDERDRAIN AREAS GRADE 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE FILTER STONE TYPE 1 PAVEMENT CONCRETE CURB DETAIL MOUNTABLE CONCRETE CURB DETAIL INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE ENTRANCE TO SITE. 1'-0" 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 2'-0" HIGH RIGID FIBER FORM N.T.S. N.T.S. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION 1' MIN. (SONOTUBE) FORM FILLED WITH CONCRETE. ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE PAVEMENT AREA UNDERDRAIN BERM WITH 5:1 SLOPES WILL BE PERMITTED. 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT GATHER EXCESS AT CORNERS PASSERO ASSOCIATES 3' MIN. TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. 3/4" HEAVY WALL CONDUIT EXTEND 242 West Main Street Suite 100 (585) 325-1000 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WHICH TO BUILDING ELECT. SERVICE. Rochester, New York 14614 Fax: (585) 325-1691 SIDEWALK DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. CONSTRUCTION SPECIFICATIONS 4-#4 BARS W/ #3 TIES Principal-in-Charge Jess D. Sudol, P.E. 1. FILTER FABRIC SHALL HAVE AN EOS OF 40-85. BURLAP MAY BE USED FOR SHORT TERM 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN 2'-0" @ 12" -LOCATE ALTERNATE APPLICATIONS. Project Manager David L. Cox, P.E. 1:12 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED THEY LOCATIONS FROM A.B. WILL BE OVERLAPPED TO THE NEXT STAKE. Designed by Jon Daniels 1:10 1:10 3. STAKE MATERIALS WILL BE STANDARD 2" x 4" WOOD OR EQUIVALENT. METAL WITH A NOTES: STABILIZED CONSTRUCTION ENTRANCE MINIMUM LENGTH OF 3 FEET. 4'-0" MIN. 1. FOUNDATION SHOWN IS A TYPICAL 4. SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM 18 INCHES N.T.S. DESIGN. WIND LOADS OF MORE THAN 6'-0" 5'-0" 6'-0" DEEP. SPANS GREATER THAN 3 FEET MAY BE BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. 90 MPH AND UNSTABLE SOIL MAY TRANSITION DROP CURB SECTION TRANSITION 5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND BACKFILLED. IT SHALL 45° REQUIRE AN ALTERNATE DESIGN. BE SECURELY FASTENED TO THE STAKES AND FRAME. 3' TYP. CONTRACTOR SHALL ADVISE ENGINEER 6X6-10/10 W.W.F. MESH 6. A 2" x 4" WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVER OR BELOW LOCAL FROST LEVEL BLOCK WALL FLOW STABILITY. OF UNSTABLE SOIL CONDITIONS. TYPICAL HANDICAP RAMP BLACKTOP BROOM FINISH TRANSVERSELY 2. FOUNDATIONS SHALL EXTEND BELOW N.T.S. PAVEMENT MAXIMUM DRAINAGE AREA 1 ACRE 18" DIA. FROST DEPTH PER LOCAL CODES. AREA 6" VARIES 6" PROVIDE ROUNDED GRASS 2" EDGES ON BOTH SIDES FILTER FABRIC DROP INLET PROTECTION N.T.S. 6" PARKING LOT PAVEMENT MODEL 300WLB LIGHT FIXTURE BY TSS SECTION (SEE DETAIL) 6" VOLTAGE: AC100 ~ 240/277V WATTS: 300W Joe Kellenberger 6" TALL CONCRETE CURB (TYP.) DOUBLE KELVIN: 6500K

6" COMPACTED CRUSHER RUN LUMENS: 38,000 PER FIXTURE Revisions PROVIDE 20" WIDE X 12" DEEP No. Date By Description HAUNCH AT WALL LOCATION. LIGHT POLE AND BASE DETAIL WALL TO BE CENTERED ON HAUNCH WITH 6" OF HAUNCH ON EITHER SIDE OF WALL 3/14/2019 2:52 PM 2:52 3/14/2019 EDGE. 12'

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

4" EXTRA HEAVY STEEL 10' GALVANIZED PIPE FILLED WITH INSIDE DIM. 8 CY TOP OF PAV'T CURB CONCRETE FULL LENGTH OF PIPE DUMPSTER

PROVIDE YELLOW PLASTIC SLEEVE COVER HEIGHT = 4'-0" 5' MIN. SEE BOLLARD NOTE 2 (SEE SPECS) 6' ROYAL CAR WASH RAMP RAMP SIDEWALK 19' WIDTH SLOPE EARTH 3" CONCRETE TO MEET PAD LENGTH RAMP Town/City: Canandaigua 4" PAV'T County: Ontario State: New York

PLACED CONCRETE Project No. MEETING THE 4" REQUIREMENTS OF P-610 (TYP.) 32" 20182698.0001 CURB 6' HIGH BRICK DUMPSTER SECTION B-B SECTION A-A 6" 42" ENCLOSURE TO MATCH Drawing No. Sheet No. PROPOSED BUILDING

NOTES : FOOTERS C202 8 10" DIA 1.) TYPE 1 RAMPS MAY BE PROVIDED IN BOTH DIRECTIONS 12" Scale: 2.) AT CONCRETE CURB, ROUND EDGE OF CURB WITH A RADIUS APPROX. EQUAL TO HEIGHT OF LIP RAMPS. NOTES: 3.) MAXIMUM 1:12 SLOPE NOTE: N.T.S. 1. ALL BOLLARDS ADJACENT TO GATE OPERATORS 1. CONTRACTOR TO FURNISH SHOP SHALL BE 3'-0" ABOVE FINISHED GRADE. 6' HIGH WHITE VINL DRAWINGS FOR APPROVAL 2. ALL BOLLARDS TO BE SET PLUMB. HEATED CONCRETE DETAIL SIDEWALK RAMP TYPE 1 SWING GATES Date N.T.S. N.T.S. BOLLARD DUMPSTER ENCLOSURE DETAIL ENCLOSURE PLAN N.T.S. N.T.S. MARCH 2019 Y:\PROJECTS-NEW\2018\20182698\20182698.0001\DRAWINGS\ENGINEERING\20182698.0001_DETAILS.DWG NOT FOR CONSTRUCTION WATERMAIN AND SERVICE DETAILS SANITARY & STORM SEWER DETAILS RETICULINE TYPE NO. 9 R.O.W. OR CAST IRON FRAME AND COVER. COVER TO BE VENTED REQUIREMENTS TEMPORARY MARKER AND HAVE "STORM" CAST INTO TOP. ALL TOP SLABS CONDITION SCHEMATIC EASEMENT LINE PER IND. CODE 53 FINISHED GRADE & CASTING SHALL BE HS-20 LOADING CAPABLE (TOP PAINTED BLUE) FILL ALL AROUND WITH CONCRETE EXCEPT IN FINISHED GRADE PAVEMENT & COAT WITH I WL TAR A. WATER LINE AND SEWER LINE PIPE LENGTHS TO 24" MAX. BE CENTERED AT CROSSING. EACH LENGTH WATER LINE 8" OF PIPE TO BE 10 FT. MINIMUM. PRECAST SPACERS PASSERO ASSOCIATES MORE THAN 18" NOTES: MAXIMUM THREE COURSES MORTAR TOP SLAB B. BACKFILL WITH COMPACTED CRUSHER RUN 24" ABOVE 1. COPPER SERVICES SHALL BE ENCASED ALL CURB BOX WITH 5" engineering architecture STONE. SQUARE PLASTIC M & A INDUSTRIES MANHOLE STEPS AROUND WITH SELECT EARTH ALL SERVICES STAINLESS STEEL ROD OPENING WITH DROP FRONT DESIGN AND SEWER LINE SL SHALL BE A MINIMUM OF 3/4" TYPE K CONCRETE RISER SECTIONS GROOVED THREAD SURFACE. A.S.T.M. C 478 12" TYP. COPPER PLASTIC SERVICES SHALL BE PROVIDE 4" KNOCK OUT ENCASED 7" FOR WEEP PIPE A. WATER LINE AND SEWER LINE PIPE LENGTHS TO 2. ALL AROUND WITH SIX INCHES (6") OF SUPER "0" RING JOINT COAT INSIDE AND OUTSIDE SURFACES BE CENTERED AT CROSSING. EACH LENGTH OF SAND (NYSDOT SPEC. 703-06) WITH TWO COATS OF COAL TAR COATING A.S.T.M. D-450 TYPE B PIPE TO BE 10 FT. MINIMUM. II WL TRACING WIRE TO BE B. WHEN BOTH WATER LINE AND SEWER LINE ARE ATTACHED TO CORPORATION PRECAST CONCRETE BASE BENCH WALLS WATER LINE NEW, SLEEVE SEWER LINE WITH STEEL CASING SLOPE 1/2" PER FT. (TYP.) FOR 10 FEET EACH SIDE OF CROSSING. 18" MIN. CORPORATION TRACING WIRE - 10 GAUGE C. WHEN ONE LINE IS EXISTING, SLEEVE PIPE (FOR PLASTIC PIPE ONLY - SPRING LINE OF PIPE ABOVE 5'-0" MIN. COVER IF ALLOWED PER WCW&SA) 9" IN EARTH (MIN.) BEING INSTALLED WITH STEEL CASING FOR 10 OR 6" IN ROCK (MIN.) SEWER LINE SL FEET EACH SIDE OF CROSSING TRACING WIRE TO BE D. BACKFILL WITH COMPACTED CRUSHER RUN 6" ATTACHED TO CURB STOP (4'-0" MIN IN GRASS AREAS FOR

PRIVATE WATERMAIN IS ALLOWED MINIMUM 6" CRUSHED STONE FOR FOR POSITIVE CONTACT BECAUSE OF FROST PENETRATION) UNDISTURBED EARTH STONE. OR ROCK LEVELING PRECAST CONCRETE BASE 30° STANDARD STORM MANHOLE DETAIL A. WATER LINE AND SEWER LINE PIPE LENGTHS TO N.T.S. III SL BE CENTERED AT CROSSING. EACH LENGTH OF LIMIT OF TRENCH PIPE TO BE 10 FT. MINIMUM. CURB STOP EXCAVATION SEWER LINE B. SLEEVE SEWER LINE WITH STEEL CASING FOR 10 A O.D. A A O.D. A 18" MIN. FEET EACH SIDE OF CROSSING. WATERMAIN C. PROVIDE CRADLE OF CONCRETE OR CRUSHER 12"MIN. B ABOVE 2 BOLT STAINLESS RUN STONE (SEE TRENCH DETAIL BELOW FOR STEEL OR BRASS SADDLE 2" X 4" X 16" WATER LINE AND SEWER LINE FOR 10 FEET EACH CONCRETE BLOCK COMPACTED WATER LINE WL FOR PVC MAIN TAP SELECT FILL SIDE OF CROSSING. CONCRETE TYPICAL WATER SERVICE 3000 PSI 3" OR 1/4 O.D. N.T.S. MIN. CAREFULLY TAMPED B B NOTES BACKFILL ROCK WL (WATER LINE) CRADLE OF CONCRETE CONCRETE (3000 PSI MIN.) ROCK UNDISTURBED EARTH OR CRUSHER RUN UNDISTURBED EARTH CONCRETE ENCASEMENT SL (SEWER LINE) D STONE CONCRETE CRADLE GRADE CLASS "A" D (OUTSIDE DIAMETER OF PIPE) 1/4 D TOWN OF 1/4 D (4" MINIMUM) LIMIT OF TRENCH IN NO CASE SHALL PIPES BE CLOSER EXCAVATION CANANDAIGUAPROJECT THAN 18" APART. DISTANCES ARE D + 8" (4'-0" MIN IN GRASS AREAS FOR MEASURED BETWEEN OUTSIDES OF PIPE. VALVE BOX A O.D. A SITE PRIVATE WATERMAIN IS ALLOWED A O.D. A BECAUSE OF FROST PENETRATION) 12" 12"MIN. COMPACTED WATERMAIN/SEWER CROSSING DETAIL SELECT FILL COMPACTED

N.T.S. TYPE 1 CRUSHED STONE 5'-0" MIN SELECT FILL FOR WIDTH OF TRENCH STONE STONE 1/2 BEDDING O.D. AROUND VALVE BOX BEDDING 1/2 O.D. B FOR PRIVATE WATERMAIN) (4'-0" MIN IN GRASS AREAS B STONE BEDDING OR COARSE GATE VALVE AGGREGATE AS LOCATION SKETCH ROCK UNDISTURBED DETERMINED BY EARTH DEVELOPER'S N.T.S. FIRST CLASS SPECIAL BEDDING ENGINEER IN UNSTABLE MATERIAL Client: SOLID CONCRETE BLOCK CLASS "B" 1. TRENCH BACKFILL SHALL BE AS REQUIRED BY THE HIGHWAY OWNER. (MIN:4"x8"x16") ROYAL WASH CANANDAIGUA, LLC 2. SELECT FILL SHALL BE SAND, GRAVEL, AND SIMILAR MATERIAL WHICH SHALL BE FREE FROM CLAY, LOAM, ORGANIC MATERIAL, DEBRIS, FROZEN MATERIAL 2851 MONROE AVE

D NOTE: PIPE DIA. DIM. A DIM. B AND SHALL CONTAIN ONLY SMALL AMOUNTS OF STONE, PEBBLES OR LUMPS ROCHESTER, NY 14618 L 1. VALVE BOX SHALL BE CENTERED ON VALVE AND SET ON COMPACTED BACKFILL. OVER ONE INCH IN GREATEST DIMENSION BUT NONE OVER TWO INCHES IN UP TO 18" 1.0' 6" 2. VALVE SHALL NOT SUPPORT VALVE BOX. GREATEST DIMENSION. 21" TO 36" 1.5' 9" 3. STONE BEDDING SHALL MEAN APPROVED IMPORTED AGGREGATE MEETING 3. ALL BODY AND BONNET BOLTS SHALL BE STAINLESS STEEL. THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF 4. ALL VALVES SHALL BE OPEN LEFT OVER 36" 1.5' 12" TRANSPORTATION, STANDARD SPECIFICATION, JAN 2, 1990 EDITION, AS VALVE REVISED, SUBSECTION 703-0201 "CRUSHED STONE". PRIMARY SIZE 1 OR A GRATE TO BE NYSDOT MIXTURE OF PRIMARY SIZES 1 AND 2. RETICULINE TYPE 9. (24"X24") 4. COARSE AGGREGATE SHALL MEAN APPROVED IMPORTED AGGREGATE 12" OR TYPE 6 OR EQUAL 1" CURB STOP MEETING THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF ANCHOR BOLT (36"x36") MIN TRANSPORTATION, STANDARD SPECIFICATION, JAN 2, 1990 EDITION, AS 24" 24"x24" OR 36" X 36" P.C. REVISED, SUBSECTION 703-0201 "CRUSHED STONE". PRIMARY SIZE 3 AND/OR 4 FINISH GRADE PASSERO ASSOCIATES 5. THIS FIGURE APPLIES TO SANITARY MAINLINE AND LATERAL PIPE INSTALLATION 3" 4" CONCRETE INLET BOX SECTION PLAN AS WELL AS FORCEMAINS. PRECAST 242 West Main Street Suite 100 (585) 325-1000 TEE 12"

MIN Rochester, New York 14614 Fax: (585) 325-1691 GRADE STORM SEWER/SANITARY SEWER BEDDING DETAILS Principal-in-Charge Jess D. Sudol, P.E. N.T.S. 24"x24" PROPOSED 4" PVC OR 36"x36" UNDERDRAIN IN Project Manager David L. Cox, P.E. # 4 BARS 12" OC 6" PAVEMENT AREAS Designed by Jon Daniels BOTH WAYS COATED WITH 2 COATS OF BITUMINOUS TAR L 1" COPPER (MIN) FLOW 1/4"/FT FLOW D

CORPORATION STOP FILL SUMP WITH CONCRETE COMPACTED ITEM 605.10 AROUND PIPE AND TO 3" 6" COMPACTED No. ABOVE TOP OF PIPE, 2 STONE IF PRECAST 8" WATER MAIN WITH TRACER TAPE BASE USED TYPICAL THRUST WATER MAIN WITH REMAINDER OF THE TRENCH BLOCK -90° TRACER TAPE 8"x4" TEE 4" DR-14 PIPE TO BOTTOM OF ROAD BASE BEND TO BE FILLED WITH RUN- UNDISTURBED EARTH OF-BANK GRAVEL 1. ALL CONCRETE TO BE 3500 psi CLASS A N.Y.S.D.O.T. ITEM COMPACTED IN 6" LIFTS SECTION PLAN TO BUILDING 601.05 NOTE: IMMEDIATELY PRIOR TO PLACING WATER MAIN IN SERVICE CONTRACTOR 2. ALL CONCRETE IN CONTACT WITH ASPHALT PAVEMENT SHALL REMOVE ALL CORPORATIONS ASSOCIATED WITH TEMPORARY FACILITIES SHALL BE COVERED WITH A TACK COAT IN ACCORDANCE Revisions BEND (I.E. SAMPLING TAPS, ETC.) AND REPLACE WITH THREADED BRASS PLUGS. WITH N.Y.S.D.O.T. SECTION 407. No. Date By Description THRUST BLOCK DETAIL DISINFECTION/BLOW-OFF/SAMPLING TAP 4" GATE VALVE AS SHOWN STANDARD CATCH BASIN DETAIL N.T.S. NOTES: N.T.S. NOT TO SCALE 1. ALL DIMENSIONS ARE IN FEET. 2. BEARING AREAS ARE BASED ON ALLOWABLE SOIL BEARING PRESSURE OF 3000 PSF. TO BUILDING 3. HEIGHT OF THRUST BLOCK SHOULD BE EQUAL TO OR LESS THAN 1/2 THE DEPTH FROM THE GROUND SURFACE TO THE BASE OF THE BLOCK. 4. ALL THRUST BLOCKS SHALL CURE A MINIMUM OF SEVEN (7) DAYS BEFORE ANY 4" DR-14 PIPE PRESSURE TESTS ARE CONDUCTED. 8"x4" TEE UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN 8" WATER MAIN 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 TYPICAL WATER SERVICE DETAIL (INCHES) (PSIG) L D L D L D L D N.T.S. 150 1.50 0.67 1.50 0.67 1.50 0.67 1.50 0.67 4 250 1.50 0.67 1.67 0.75 1.50 0.67 1.50 0.67 DETAILS 150 1.67 0.75 2.00 1.00 1.50 0.67 1.50 0.67 6 250 2.00 1.25 2.00 1.50 1.75 1.00 1.50 0.67 TEST PRESSURE (P.S.I.) 150 2.00 1.25 2.00 1.50 1.75 1.00 1.50 0.67 8 250 2.25 1.75 3.00 2.00 2.00 1.50 1.67 1.00 100 125 150 175 200 150 2.00 1.75 2.50 2.00 1.75 1.50 1.67 1.00 10 PIPE DIA. ALLOWABLE LEAKAGE (G.P.H.) ROYAL CAR WASH 250 3.00 2.00 3.67 2.50 2.50 2.00 1.75 1.50 (INCHES) 6 0.45 0.50 0.55 0.59 0.64 0.68 150 2.50 2.00 3.00 2.50 2.25 1.75 1.75 1.25 D.I.P. 12 8 0.60 0.67 0.74 0.80 0.85 0.90 250 3.67 2.50 4.00 3.00 3.00 2.33 2.00 1.75 PER Town/City: Canandaigua 1,000 L.F. 10 0.75 0.84 0.92 0.99 1.06 1.13 County: Ontario State: New York 150 3.00 2.33 4.00 2.50 2.75 2.00 2.00 1.50 OF LINE 12 0.90 1.01 1.10 1.19 1.28 1.35 14 250 4.00 3.00 5.00 3.50 3.75 2.67 2.50 2.00 6 0.41 0.45 0.50 0.53 0.57 0.61 Project No. P.V.C. 8 0.54 0.60 0.66 0.71 0.76 0.81 150 3.75 2.67 5.00 3.00 3.00 2.50 2.25 1.75 PER 16 1,000 L.F. 10 0.68 0.75 0.83 0.90 0.96 1.02 20182698.0001 250 5.00 3.25 6.00 3.50 4.00 3.00 3.25 2.00 OF LINE 12 0.81 0.89 0.99 1.07 1.15 1.22 150 4.00 3.00 5.50 3.25 3.67 2.50 2.50 2.00 Drawing No. Sheet No. 18 NOTES: 250 6.00 3.33 7.00 4.00 5.00 3.25 3.50 2.50 1. PRESSURE TESTS SHALL BE CONDUCTED SO THE PIPE SECTIONS ARE WITHIN 10 PSI OF THE TEST PRESSURE LOCATION. C203 9 150 5.00 3.00 6.00 3.50 4.00 2.75 3.00 2.00 2. PRESSURE TESTS SHALL BE CONDUCTED FOR A MINIMUM OF 2 20 250 6.50 4.00 8.00 4.50 6.00 3.25 4.00 2.50 HOURS. Scale: 3. LEAKAGE TESTS AT LINE PRESSURE SHALL BE CONDUCTED OVER A 150 6.00 3.33 7.00 4.25 5.00 3.25 3.67 2.50 24 HOUR PERIOD. N.T.S. 24 250 8.00 4.50 9.00 5.50 6.50 4.00 5.00 3.00 Date THRUST BLOCK DIMENSIONS WATERMAIN PRESSURE TEST N.T.S. 2,500 GALLON OIL WATER SEPARATOR MARCH 2019 N.T.S. 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

PROPOSED DRIVEWAY ENTRANCE TRAVEL LANE

EDGE OF EXISTING C SHOULDER EDGE OF EXISTING R.O.W. EDGE OF EXISTING HEADER CURB CONNECT AT EXISTING PASSERO ASSOCIATES HEADER CURB. DO NOT DISTURB HEADER CURB 242 West Main Street Suite 100 (585) 325-1000 NYSDOT REGION 4 UTILITY PERMIT NOTES Rochester, New York 14614 Fax: (585) 325-1691 PROPOSED DRIVEWAY PROPOSED CONCRETE SIDEWALK EXISTING ROADWAY 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. 6" CONCRETE CLASS D SIDEWALK ITEM NO. 608.0101. MATCH EX SLOPE. • PAVEMENT TO BE REPLACED IN KIND OR AS SPECIFIED ON ATTACHED PLANS. TOP: 1 1/2" ITEM 402.128202 M, 12.5 mm F2 SUPERPAVE • ALL DISTURBED GRASS AREAS WITHIN THE R.O.W. ARE TO BE FINE GRADED, 4" TOPSOIL PLACED AND TURF ESTABLISHED. HMA, 80 SERIES COMPACTION ______BINDER: 2" ITEM 402.198902 M, 19.0 mm F9 SUPERPAVE HMA, 80 SERIES COMPACTION EXCAVATION NOTE: EXCAVATIONS WITH BASE: 6" ITEM 402.378902 M, 37.5 mm F9 SUPERPAVE NOTE HMA, 80 SERIES COMPACTION (2 3" LIFTS) THE NEW YORK STATE RIGHT-OF-WAY 1 1/2" ASPHALT CONCRETE TOP SUBBASE: 12" ITEM 304.12 M, SUBBASE COURSE, TYPE 2 SHALL NOT BE LEFT OPEN OVER NIGHT ROAD PLATES SHALL NOT BE USED DURING THE ASNOW AND ICE SEASON@ (NOVEMBER 1ST THROUGH APRIL 1ST). ITEM 403.198902 (TYPE 7F) (TWO 6" COMPACTED LIFTS)

DURING THE MONTHS OF OCTOBER AND APRIL, CALL THE WORK AREA JURISDICTIONAL N.Y.S.D.O.T. TRANSPORTATION 2 1/2" ASPHALT CONCRETE BINDER EXISTING OR PROPOSED PIPE MAINTENANCE RESIDENCY WITH PLATE LOCATIONS. ROAD PLATES SHALL BE PINNED AND RAMPED. A “STEEL PLATE ITEM 403.138902 (TYPE 3) HIGHWAY RESTORATION DETAIL REFER TO PLANS N.T.S. AHEAD” SIGN (W8-24) SHALL BE INSTALLED IN ADVANCE OF THE PLATE IN ACCORDANCE WITH TABLE NY6H-3 ON STANDARD 9" IN 2 LIFTS SUBBASE COURSE, TYPE 2 (NYSDOT SHEET 619-11. IF THE SURFACE OF THE PLATE IS 1” OR GREATER ABOVE/BELOW THE SURROUNDING PAVEMENT, A “BUMP” SIGN ITEM NO. 304.12) Revisions EXCAVATION LAYBACK IF No. Date By Description (W8-1) SHALL BE INSTALLED BETWEEN THE PLATE AND “STEEL PLATE AHEAD” SIGN IN ACCORDANCE WITH TABLE GEOTEXTILE FABRIC AS REQUIRED REQUIRED IN ACCORDANCE WITH NY6H-3 ON STANDARD SHEET 619-11 AND A BARREL WITH A TYPE A FLASHER SHALL BE PLACED ON THE SHOULDER AT THE COMPACTED SUBSOIL OSHA 1926 SUBPART P APP B PLATE. 4" TOPSOIL AND SEEDED AND MULCHED ______NYSDOT ITEM 610.1402 - TOPSOIL - ROADSIDE EXISTING SURFACE NYSDOT ITEM 610.1403 - TOPSOIL - LAWNS AT TIME OF WATER NYSDOT ITEM 610.1601 - TOPSOIL - ROADSIDE WINTER ASPHALT PAVEMENT AND SHOULDER RESTORATION PIPE INSTALLATION NYSDOT ITEM 610.1602 - TOPSOIL - LAWNSE

EXCAVATION BACKFILL SHALL BE WITH NO. 2 STONE (NOT CRUSHER RUN), ITEM 623.12, PLACED TO SIX INCHES (6") BELOW THE EXISTING PAVEMENT SURFACE. THE REMAINING SIX INCHES (6") SHALL HAVE CONCRETE PLACED TO MATCH EXISTING UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN ADJACENT PAVEMENT GRADE AND SHALL HAVE A GOOD, SMOOTH, NON-POLISHED RIDING SURFACE. VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND 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 OF THE SUBBASE IN ORDER TO PERFORM FINAL RESTORATION PER PREVIOUSLY APPROVED N.Y.S.D.O.T. PAVEMENT RESTORATION PROCEDURES. SUITABLE BACKFILL ______DETAILS MATERIAL 36" MINIMUM TO BE PLACED AND TEST PITS COMPACTED IN 6" LIFTS NOTE: ALL TEST PITS IN THE PAVEMENT SHALL BE COMPLETED BY AN 18” SQUARE/ROUND VACUUM EXCAVATION. ALL WORK TO CONFORM TO STEEL TRENCH SHIELD ______NYSDOT SPECICIATIONS, LATEST CONTRACTOR SHALL PROVIDE PE 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"

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 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 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 TRENCH EXCAVATION 12" EACH SIDE 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