7 Brew Webster Hard 20260409 Rev2

SITE DEVELOPMENT PLANS FOR

WEBSTER, NY 925 HARD ROAD WEBSTER, NY 14580 PROJECT NUMBER: PROJECT NUMBER: 91.193

TOWN OF WEBSTER, COUNTY OF MONROE, STAT OF NEW YORK

2

KNOWN EXISTING UTILITIES PHONE NUMBER

COVER SHEET

C0.0

ELECTRIC

ROCHESTER GAS AND ELECTRIC (RG&E)

1-800-743-2110

GENERAL NOTES

C0.1

WATER

MONROE COUNTY WATER AUTHORITY

585-442-7200

SANITARY SEWER

WEBSTER SEWER DEPARTMENT

585-265-0505

DEMOLITION PLAN

C1.1

EROSION CONTROL PLAN

C1.2

E ER

D

C0.2

SE

AREA PLAN

C2.1

GRADING PLAN

C3.1

UTILITY PLAN

C4.1

LANDSCAPE PLAN

C5.1

STRIPING PLAN

C6.1

DETAILS

C7.1

DETAILS

C7.2

DETAILS

C7.3

PREPARED BY:

BREW TEAM NY, LLC ATTN: MR. LARRY WILSON 3108 VESTAL PARKWAY EAST, SUITE 1 VESTAL, NY 13850 607-427-3221

JOHN W KELLY PE ENGINEERING D.P.C. 1070 W. SYCAMORE ST SPRINGFIELD, MO 65810 417-888-0645

PR

084736

O F E SS I O NA L

John W Kelly PE SE

2026.04.09 16:29:53-05'00'

HOLT RD

SITE PLAN

DEVELOPER:

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LI CEN

TOPOGRAPHIC SURVEY

N OH

EN

PROVIDER

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UTILITY

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NUMBER

F NEW Y EO O T A .K

RK

SHEET NAME

ST

SHEET INDEX

PUBLISHERS PKWY

LICENSE NO. NY #084736

2

UNTY

CO AYNE OIT - W

04-09-2026

TOWN REVIEW

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TOTH & ASSOCIATES IS RESPONSIBLE FOR THE DESIGN OF THIS PROJECT. JOHN KELLY IS THE DESIGNER AND IS FAMILIAR WITH NYSDOT STANDARDS AND REQUIREMENTS AND SHALL BE CONTACTED AT (417) 888-0645 TO RESOLVE ANY ISSUES OR PROBLEMS DURING CONSTRUCTION. ALL REVISIONS, INCLUDING REVISIONS NECESSARY DUE TO FIELD CONDITIONS, SHALL BE APPROVED BY NYSDOT.

404

APPROVALS

0

250

DATE

PLANNING BOARD CHAIRPERSON

DATE

FIRE MARSHALL

DATE

TOWN OF WEBSTER SEWER DISTRICT

DATE

TOWN ENGINEER

DATE

TOWN OF WEBSTER HIGHWAY SUPERINTENDENT

DATE

TOWN OF WEBSTER ASSESSOR

DATE

MONROE COUNTY WATER AUTHORITY

DATE

500

JOHN W KELLY PE ENGINEERING D.P.C.

1070 W. SYCAMORE ST SPRINGFIELD, MO 65810 Ph: 417-888-0645 Fax: 417-888-0657

COA# 017476 EXPIRES: 06/30/2026

DIRECTOR OF OF COMMUNITY DEVELOPMENT

925 HARD ROAD WEBSTER, NY 14580

NS BL

OMMO

RIDG

WEBSTER, NY

PROJECT LOCATION

7 BREW COFFEE

HARD RD

TER C WEBS

FIVE MILE LINE RD

104

C0.0 COVER SHEET

CIVIL LEGENDS ABBREVIATIONS

PROJECT CONTROL

SYMBOLS

BENCHMARKS

LINETYPES

NEW YORK STATE PLANE COORDINATE SYSTEM, WEST ZONE, NAD '83 FOR HORIZONTAL VALUES AND NAVD'88 FOR VERTICAL VALUES.

BC

BACK OF CURB

MARKER STONE

PL

PROPERTY LINE

CC

STANDARD CATCH CURB

RIGHT OF WAY MARKER

RW

RIGHT OF WAY LINE

CL

CENTER LINE

IRON PIN FOUND

S

SANITARY SEWER LINE

CMP

CORRUGATED METAL PIPE

IRON PIN SET

FM

SANITARY SEWER FORCE MAIN

EP

EDGE OF PAVEMENT

CUT CROSS

ST

STORM SEWER LINE

EX

EXISTING

CONTROL POINT

IRR

IRRIGATION WATER LINE

FES

FLARED END SECTION

BENCHMARK

FL

FLOW LINE

FL

FLOW LINE

S

SANITARY SEWER MANHOLE

OHE

OVERHEAD ELECTRIC LINE

GT

GUTTER INVERT

D

STORM SEWER INLET

UE

UNDERGROUND ELECTRIC LINE

GY

GUY WIRE

T

TELEPHONE MANHOLE

G

GAS LINE

HDPE

HIGH DENSITY POLYETHYLENE

POWER POLE

W

WATER LINE

INV

INVERT

GUY ANCHOR

C

COMMUNICATIONS LINE

LF

LINEAR FEET

LIGHT POLE

T

TELEPHONE LINE

MC

MOUNTABLE CURB

TELEPHONE RISER

FO

FIBER OPTIC LINE

CONTROL POINT TABLE POINT NUMBER

NORTHING

EASTING

ELEVATION

DESCRIPTION

1091

1172078.4360

798637.0256

413.769

MAG NAIL

DEVELOPER:

TR

BREW TEAM NY, LLC ATTN: MR. LARRY WILSON 3108 VESTAL PARKWAY EAST, SUITE 1 VESTAL, NY 13850 607-427-3221

CTV

CABLE TELEVISION

RCP

REINFORCED CONCRETE PIPE

GAS METER

O

CHAIN LINK FENCE

SC

SPILL CURB

WATER VALVE

X

BARBED WIRE FENCE

TB

TOP OF BASE ROCK

WATER METER

O

WOOD FENCE

TC

TOP OF CURB

FIRE HYDRANT

1000

EXISTING MAJOR CONTOUR

TG

TOP OF GROUND

SPRINKLER HEAD

1001

EXISTING MINOR CONTOUR

IRRIGATION VALVE

1000

PROPOSED MAJOR CONTOUR

WELL

1001

PROPOSED MINOR CONTOUR

D

GAS VALVE

Y

IRRG

TS

TOP OF SIDEWALK

TW

TOP OF WALL

TGV

TOP OF GRAVEL

EX TP

EXISTING TOP OF PAVEMENT

IRRG

W

ST

TOP OF PAVEMENT

WWH WEBSTER COMPANY I LLC. 5845 WIDEWATERS PARKWAY, SUITE 100 EAST SYRACUSE, NY 13057

TREE LINE

J

MAIL BOX

F NEW Y EO O T A .K N OH

E LL

W

YI

II

TP

OWNER:

RK

RIGHT-OF-WAY

H

R/W

FPL

FEMA FLOODPLAIN

CLEANOUT

FFW

FEMA FLOODWAY

SIGN

LOD

LIMITS OF DISTURBANCE

D

AC

COMPOST FILTER SOCK

AIR CONDITIONING UNIT

PR

084736

EN

SE

GIN

LI CEN

C0

POST

E ER

MB

O F E SS I O NA L

John W Kelly PE SE

2026.02.02 15:44:01-06'00'

3.

4.

5.

CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO THESE DRAWINGS, THE PROJECT TECHNICAL SPECIFICATIONS, AND THE APPLICABLE STANDARDS AND SPECIFICATIONS OF THE LOCAL AUTHORITY, UNLESS OTHERWISE NOTED. ALL TRAFFIC CONTROL SHALL BE IN CONFORMANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). DURING CONSTRUCTION, ACCESS SHALL BE MAINTAINED FOR EMERGENCY VEHICLES AND LOCAL TRAFFIC. THE FIRE, POLICE AND AMBULANCE DEPARTMENTS, SCHOOL BUS COMPANIES AND POST OFFICE ARE TO BE NOTIFIED 48 HOURS PRIOR TO ANY ROAD CLOSINGS. THE EXISTING UTILITY LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE AND MAY NOT INCLUDE ALL UTILITIES PRESENT. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL THE STATE'S UTILITY LOCATE PHONE NUMBER AND COORDINATE FIELD LOCATION OF EXISTING UNDERGROUND UTILITIES PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES. DURING CONSTRUCTION CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF EXISTING UTILITIES WHERE CONFLICTS MIGHT OCCUR WITH PROPOSED UTILITIES OR GRADING ACTIVITIES. IF A CONFLICT BECOMES APPARENT THE CONTRACTOR SHALL CONTACT ENGINEER FOR DIRECTION. PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL NOTIFY ALL THOSE UTILITY COMPANIES WHICH HAVE FACILITIES IN THE NEAR VICINITY OF THE CONSTRUCTION BEING PERFORMED. EXISTING UNDERGROUND UTILITIES IN THE VICINITY OF THE WORK TO BE DONE ARE INDICATED ON THE DRAWINGS ONLY TO THE EXTENT SUCH INFORMATION HAS BEEN MADE AVAILABLE OR DISCOVERED BY THE ENGINEER IN PREPARATION OF THE DRAWINGS. THERE IS NO GUARANTEE AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR LOCATING UNDERGROUND UTILITIES, INCLUDING SERVICE CONNECTIONS, IN ADVANCE OF CONSTRUCTION ACTIVITIES BY CONTACTING THE OWNERS THEREOF AND BY PROSPECTING. THE CONTRACTOR SHALL IMMEDIATELY INFORM THE OWNER AND ENGINEER IN WRITING OF ANY DISCREPANCIES WITH THE PLAN INFORMATION. ALL DAMAGE TO EXISTING UTILITIES, INCLUDING SERVICE CONNECTIONS, SHALL BE REPAIRED BY AND AT THE EXPENSE OF THE CONTRACTOR.

6.

THE CONTRACTOR SHALL NOT CHANGE OR DEVIATE FROM THE PLANS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE OWNER AND ENGINEER.

7.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND OWNER WILL PAY ALL FEES AS REQUIRED BY PERMITS FOR THIS CONSTRUCTION.

8.

ALL WORK WITHIN ROAD RIGHT OF WAY SHALL CONFORM TO EITHER THE LOCAL JURISDICTION OR THE STATE DEPARTMENT OF TRANSPORTATION REQUIREMENTS; WHICH EVER IS APPLICABLE. ALL TRENCHES CROSSING THROUGH PAVED AREAS OR AREAS TO BE PAVED SHALL BE BACKFILLED FULL DEPTH WITH COMPACTED CRUSHED STONE MATERIAL AS PER PROJECT DETAILS AND SPECIFICATIONS.

1.

THE OWNER ASSUMES NO RESPONSIBILITY FOR STRUCTURES TO BE DEMOLISHED.

2.

ITEMS OF SALVAGEABLE VALUE TO THE CONTRACTOR MAY BE REMOVED FROM THE PROJECT SITE AT THE APPROVAL OF THE OWNER. TRANSPORT THE SALVAGED ITEMS FROM THE SITE AS THEY ARE REMOVED. THE USE OF EXPLOSIVES WILL NOT BE PERMITTED ON THIS PROJECT.

4.

THE CONTRACTOR SHALL CONDUCT THE DEMOLITION OPERATIONS AND REMOVAL OF DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS AND OTHER ADJACENT OCCUPIED AND USED FACILITIES.

5.

6.

THE CONTRACTOR SHALL INSURE SAFE PASSAGE OF PERSONS AROUND THE DEMOLITION AREA. CONDUCT OPERATIONS TO PREVENT DAMAGE TO ADJACENT BUILDING STRUCTURES AND OTHER FACILITIES THAT ARE TO REMAIN; AND INJURY TO PERSONS.

7.

MAINTAIN EXISTING UTILITIES INDICATED TO STAY IN SERVICE AND PROTECT AGAINST DAMAGE DURING DEMOLITION OPERATIONS. DISCONNECT ALL UTILITIES SERVING ANY STRUCTURES TO BE DEMOLISHED, PRIOR TO START OF DEMOLITION WORK.

1.

2.

3.

THE CONTRACTOR SHALL CLEAN ALL STREETS BOTH INTERIOR AND ADJACENT TO THE SITE, AS NEEDED AFTER EACH RAINFALL AND AT THE END OF CONSTRUCTION.

4.

THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST DURING CONSTRUCTION AND SHALL WATER CONSTRUCTION AREAS WHENEVER CONDITIONS WARRANT.

5.

THE CONTRACTOR IS RESPONSIBLE FOR CLEANING SILT FROM STORM DRAINS, INLETS, CULVERTS, ETC. PRIOR TO APPROVAL OF CONSTRUCTION.

6.

ALL DISTURBED AREAS NOT RECEIVING OTHER PERMANENT STABILIZATION SUCH AS PAVEMENT, ROOFS, SOD AND ETC., SHALL BE SEEDED AND MULCHED, AS PER THE PROJECT SPECIFICATIONS BEFORE TEMPORARY SEDIMENT CONTROLS CAN BE REMOVED AND PRIOR TO FINAL APPROVAL OF CONSTRUCTION.

7.

2.

3.

BREAK UP AND REMOVE CONCRETE SLABS ON GRADE, UNLESS OTHERWISE SHOWN TO REMAIN.

4.

6.

1.

2.

9.

AFTER FILL PLACEMENT AND COMPACTION, GRADE THE SURFACE TO MEET ADJACENT CONTOURS AND TO PROVIDE FLOW TO SURFACE STRUCTURES.

13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESTORATION OF THE RIGHT OF WAY AND FOR DAMAGED IMPROVEMENTS SUCH AS CURBS, SIDEWALKS, STREET LIGHT AND TRAFFIC SIGNAL JUNCTION BOXES, TRAFFIC SIGNAL LOOP WIRING, SIGNAL POLES AND ETC. DAMAGED IMPROVEMENTS SHALL BE REPAIRED IN CONFORMANCE WITH THE LATEST CITY AND STATE REGULATIONS AND TO THEIR SATISFACTION.

10. ALL TREES INDICATED TO BE REMOVED SHALL BE REMOVED IN ACCORDANCE WITH THE STATE PARKS AND WILDLIFE'S WILD HABITAT ASSESSMENT PROGRAM FOR THE SITE PER PROJECT SPECIFICATIONS. TREES ON THE SITE MAY BE SAFELY REMOVED FROM NOVEMBER 1 THROUGH MARCH 31. IF ANY TREES NEED TO BE REMOVED OUTSIDE OF THIS TIMEFRAME, CONTRACTOR SHALL FOLLOW BEST PRACTICES AS PRESCRIBED BY THE US FISH AND WILDLIFE SERVICE TO PRESERVE THE HABITAT OF ANY ENDANGERED SPECIES POTENTIALLY PRESENT ON SITE.

3.

4.

5.

2.

BURNING OF COMBUSTIBLE MATERIALS FROM DEMOLISHED STRUCTURES VEGETATION WILL NOT BE PERMITTED ON SITE.

3.

AND

THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS NOT OBTAINED BY THE OWNER. INSTALL TRACER WIRE WITH ALL SANITARY SEWER AND POTABLE WATER UTILITIES AS REQUIRED. CONNECT TRACER WIRE TO EXISTING TRACER WIRE AND STUB UP END OF THE TRACER WIRE AT THE ENDS OF RUNS IN ACCORDANCE WITH UTILITY OWNER'S SPECIFICATIONS. ALL HDPE PIPE, JOINTS AND FITTINGS SHALL BE ADS N-12 OR EQUAL. INSTALL PER MANUFACTURER'S SPECIFICATIONS..

7.

COORDINATE THE INSTALLATION OF THE STORM SEWER WITH THE INSTALLATION OF THE POTABLE WATER, COMMUNICATION, ELECTRIC AND SANITARY SEWER TO AVOID CONFLICTS.

8.

EARTHWORK SHALL BE PLACED TO FINISH GRADE IN THE IMMEDIATE AREA OF UTILITIES PRIOR TO CONSTRUCTION OF UTILITIES TO INSURE PROPER DEPTH OF COVER FOR UTILITIES.

9. REMOVE FROM SITE ACCUMULATED VEGETATION, DEBRIS, RUBBISH AND OTHER MATERIAL RESULTING FROM THE DEMOLITION OPERATION.

ALL UTILITY CONSTRUCTION AND MATERIALS SHALL BE IN CONFORMANCE WITH CITY AND LOCAL FIRE DEPARTMENT REQUIREMENTS AND STANDARD PLANS AND SPECIFICATIONS.

6.

DISPOSAL OF DEMOLISHED MATERIALS 1.

ALL TRENCHES CROSSING PAVED AREAS OR AREAS TO BE PAVED SHALL BE BACKFILLED FULL DEPTH WITH COMPACTED BEDDING MATERIAL IN CONFORMANCE WITH PROJECT DETAILS AND SPECIFICATIONS.

ALL MATERIALS TO BE SUPPLIED AND LABOR TO BE DONE BY CONTRACTOR SHALL BE COMPLETED AS A PART OF THIS WORK, UNLESS STATED OTHERWISE.

10. ALL UTILITY SERVICE LINES SHALL BE KEPT IN SERVICE AND PROTECTED DURING CONSTRUCTION OPERATIONS. THE DRAWINGS INDICATE THE LOCATION OF KNOWN EXISTING UTILITY SERVICE LINES AS COULD BE DETERMINED. 11. ANY RELOCATION OF UTILITY SERVICE LINES THAT ARE REQUIRED TO COMPLETE THE PROJECT IS TO BE COMPLETED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE AND IS TO BE CONSIDERED SUBSIDIARY TO OTHER PROJECT COSTS.

PROTECTION OF EXISTING STRUCTURES AND VEGETATION 1.

CONTRACTOR SHALL INSTALL 6' STEEL FENCE POSTS, DRIVEN 18" INTO THE GROUND, AT 10' ON CENTER AT TREE DRIP LINES AND INSTALL 4' TENAX ORANGE WARNING BARRIER, OR EQUAL, ATTACHED AS RECOMMENDED BY THE MANUFACTURER, TO PROTECT EXISTING TREES DURING CONSTRUCTION. CONTRACTOR SHALL REMOVE POSTS AND FENCE FABRIC AFTER ALL CONSTRUCTION IS COMPLETE.

12. ALL WATER, SEWER, FIBER OPTIC CABLE, GAS SERVICE AND OTHER UTILITY REQUIREMENTS SHALL BE COORDINATED WITH THE APPROPRIATE LOCAL UTILITY PROVIDERS PRIOR TO INSTALLATION. ALL COSTS ASSOCIATED WITH THE WATER, SEWER, FIBER OPTIC CABLE, GAS SERVICE ENTRANCE AND OTHER UTILITY REQUIREMENTS SHALL BE BORNE BY THE CONTRACTOR, INCLUDING THOSE COSTS, IF ANY, FROM THE LOCAL UTILITY PROVIDERS AND INCLUDE ALL COSTS ASSOCIATED WITH WORK PERFORMED BY THE LOCAL UTILITY PROVIDERS AND CONNECTION FEES INTO THEIR BID.

CONTRACTOR SHALL USE CAUTION AROUND ALL EXISTING UTILITIES LOCATED ON SITE. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIRS OF SUCH STRUCTURES WHEN BROKEN OR OTHERWISE DAMAGED BY CONSTRUCTION. SEDIMENT AND EROSION CONTROLS IN CONFORMANCE WITH THE EROSION CONTROL PLAN AND THE APPLICABLE SPECIFICATIONS SHALL BE INSTALLED PRIOR TO COMMENCEMENT OF SITE GRADING ACTIVITIES.

4.

CONTRACTOR SHALL STRIP THE TOPSOIL FROM ALL AREAS TO BE DISTURBED AND STOCKPILE IT IN A LOCATION CHOSEN BY THE OWNER PRIOR TO BEGINNING SITE GRADING. OWNER SHALL BE CONTACTED TO DETERMINE WHAT SHALL BE DONE WITH EXCESS TOPSOIL. PROPER DRAINAGE OF THE STOCKPILES SHALL BE MAINTAINED.

IF APPLICABLE THE CONTRACTOR SHALL CONFORM TO ALL REQUIREMENTS AS PUT FORTH IN THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP). THE SWPPP SHALL BE CONSIDERED AS A STARTING POINT FOR SEDIMENT AND EROSION CONTROLS AND THE CONTRACTOR WILL BE RESPONSIBLE FOR REVISING AND UPDATING EROSION CONTROLS AS SITE CONDITIONS CHANGE DURING THE COURSE OF CONSTRUCTION.

THE EXISTING UTILITY LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE AND MAY NOT INCLUDE ALL UTILITIES PRESENT. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL THE STATE'S UTILITY LOCATE PHONE NUMBER AND COORDINATE FIELD LOCATION OF EXISTING UNDERGROUND UTILITIES PRIOR TO BEGINNING UTILITY CONSTRUCTION ACTIVITIES. DURING CONSTRUCTION CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF EXISTING UTILITIES WHERE CONFLICTS MIGHT OCCUR WITH PROPOSED UTILITIES. IF A CONFLICT BECOMES APPARENT THE CONTRACTOR SHALL CONTACT ENGINEER FOR DIRECTION. PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL NOTIFY ALL THOSE UTILITY COMPANIES WHICH HAVE FACILITIES IN THE NEAR VICINITY OF THE CONSTRUCTION BEING PERFORMED.

THE EXISTING UTILITY LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE AND MAY NOT INCLUDE ALL UTILITIES PRESENT. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL THE STATE'S UTILITY LOCATE PHONE NUMBER AND COORDINATE FIELD LOCATION OF EXISTING UNDERGROUND UTILITIES PRIOR TO BEGINNING SITE GRADING ACTIVITIES. DURING GRADING ACTIVITIES THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF EXISTING UTILITIES WHERE CONFLICTS MIGHT OCCUR. IF A CONFLICT BECOMES APPARENT THE CONTRACTOR SHALL CONTACT ENGINEER FOR DIRECTION. PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL NOTIFY ALL THOSE UTILITY COMPANIES WHICH HAVE FACILITIES IN THE NEAR VICINITY OF THE CONSTRUCTION BEING PERFORMED.

3.

UTILITY CONSTRUCTION NOTES

CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT AND DEBRIS CAUSED BY DEMOLITION OPERATIONS. RETURN ADJACENT AREAS TO CONDITIONS AS THEY EXIST PRIOR TO START OF WORK.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE PUBLIC STREETS IN THE VICINITY OF THE JOB CLEAN AND FREE OF ROCKS, SOIL AND DEBRIS.

18. THE CONTRACTOR IS OBLIGATED TO INSPECT FOR EXISTING CONDITIONS AND/OR INSTALLATIONS AND AVAILABLE INFORMATION PRIOR TO SUBMITTING A BID. NO EXTRA COSTS WILL BE PAID TO THE CONTRACTOR DUE TO UNANTICIPATED EXISTING CONDITIONS AND/OR INSTALLATIONS. ANY DELAY, ADDITIONAL WORK, FEES OR EXTRA COST TO THE CONTRACTOR CAUSED BY OR RESULTING FROM DAMAGE TO OR MODIFICATION OF EXISTING INSTALLATIONS BY THE CONTRACTOR OR AFFECTED UTILITY COMPANY SHALL NOT CONSTITUTE A CLAIM FOR EXTRA WORK, ADDITIONAL PAYMENT OR DAMAGES.

INITIAL SEDIMENT CONTROLS SHOWN ON THE EROSION CONTROL PLAN MUST BE INSTALLED PRIOR TO ANY OTHER WORK.

6.

PLACE FILL MATERIAL IN HORIZONTAL LAYERS AT DEPTHS AND MOISTURE CONTENTS AS RECOMMENDED BY THE GEOTECHNICAL ENGINEERING REPORT, IF AVAILABLE.

17. THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE APPROVED PLANS, AND ONE (1) COPY OF THE APPROPRIATE DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS AT THE SITE AT ALL TIMES.

2.

DEMOLITION

8.

16. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY CORNERS. ANY PROPERTY CORNERS DISTURBED OR DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE RESET BY A PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE IN WHICH THE PROJECT IS LOCATED, AT THE CONTRACTOR'S EXPENSE.

1.

THE EROSION CONTROL PLAN SHOWS THE LOCATION AND DETAILS FOR PRIMARY EROSION CONTROLS TO BE CONSTRUCTED. THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING EROSION AND DISCHARGE OF SEDIMENT FROM THE SITE AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE NECESSARY MEASURES DURING ALL PHASES OF HIS OPERATIONS REGARDLESS OF WHETHER THEY ARE SPECIFICALLY NOTED ON THE EROSION CONTROL PLAN AND SHALL MAINTAIN AND REPLACE CONTROLS AS NECESSARY DURING THE COURSE OF HIS OPERATIONS.

5.

PRIOR TO PLACEMENT OF FILL MATERIAL, ENSURE THAT AREAS TO BE FILLED ARE FREE OF STANDING WATER, FROST OR FROZEN MATERIAL, TRASH AND DEBRIS.

15. THE CONTRACTOR SHALL CLEAN OUT ALL INLETS, PIPES AND MANHOLES OF DEBRIS AND SEDIMENTATION AT THE COMPLETION OF SITE WORK. THIS WORK SHALL BE DONE TO THE SATISFACTION OF THE OWNER AND LOCAL JURISDICTION.

1.

PROVIDE INTERNAL AND EXTERNAL SHORING, BRACING OR SUPPORT TO PREVENT MOVEMENT, SETTLEMENT OR COLLAPSE OF ANY STRUCTURES TO BE DEMOLISHED AND ANY ADJACENT FACILITIES TO REMAIN.

7.

14. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTROL EROSION AND SILTATION DURING ALL PHASES OF CONSTRUCTION AS OUTLINED IN THE EROSION CONTROL PLAN AND THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP), IF APPLICABLE. EROSION CONTROL PROCEDURES SHALL BE IN PLACE PRIOR TO GRADING ACTIVITIES.

1.

THE ACTUAL CONDITION OF ANY

3.

10. ALL WORK AND MATERIALS SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY THE OWNER OR THE OWNER'S REPRESENTATIVE. 11. ANY ESTIMATES OF QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR AND SUBCONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING ALL QUANTITIES. CONTRACTOR SHALL PROVIDE ALL WORK AND MATERIALS SHOWN ON PLANS.

SAFETY NOTICE TO CONTRACTOR

JOB CONDITIONS

5. 9.

SITE GRADING NOTES

7.

8.

9.

THE SUBGRADE FOR THE PROJECT SITE SHALL BE COMPACTED TO 95% STANDARD PROCTOR AS DETERMINED BY ASTM-D698. COMPACTION SHALL BE ACCOMPLISHED AT MOISTURE CONTENTS AS SPECIFIED IN THE GEOTECHNICAL ENGINEER'S REPORT. ALL SOFT AREAS FOUND DURING COMPACTION SHALL BE REMEDIATED IN CONFORMANCE WITH THE GEOTECHNICAL ENGINEERING REPORT, IF AVAILABLE. STONES OR BOULDERS MEASURING GREATER THAN 12" IN ANY DIMENSION SHALL NOT BE PLACED IN THE UPPER 3 FEET OF THE FILL. IN STUMP HOLES, AROUND PIPE AND STRUCTURES AND IN OTHER RESTRICTED AREAS WHERE IT IS NOT PRACTICAL TO USE A ROLLER, THE MATERIAL SHALL BE COMPACTED BY HAND. CONTRACTOR IS RESPONSIBLE FOR ADDRESSING AND CORRECTING UNSUITABLE SOIL CONDITIONS RELATED TO WET SOILS AND OTHER CONDITIONS. THE UNSUITABLE CONDITIONS MUST BE CORRECTED IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING REPORT, IF AVAILABLE, TO MEET PROJECT NEEDS. CONTRACTOR SHALL NOTIFY THE OWNERS OR THEIR REPRESENTATIVE FOR INSPECTION PRIOR TO PLACEMENT OF CRUSHED STONE BASE AND ALSO PRIOR TO PLACEMENT OF PAVEMENT MATERIALS. THE CONTOURS, SPOT ELEVATIONS AND BUILDING FLOOR ELEVATIONS SHOWN ARE TO FINISH GRADE FOR SURFACE OF PAVEMENT, TOP OF SIDEWALKS AND CURBS, TOP OF FLOOR SLABS ETC. REFER TO TYPICAL SECTIONS FOR PAVING, SLAB AND AGGREGATE BASE THICKNESS TO DEDUCT FOR GRADING LINE ELEVATIONS.

2.

LICENSE NO. NY #084736

IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.

12. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING ALL EARTHWORK QUANTITIES. CONTRACTOR SHALL PROVIDE ALL WORK AND MATERIALS AS SHOWN ON THE PLANS. NO EXTRA PAYMENT WILL BE MADE FOR OBTAINING FILL MATERIAL FROM OFF-SITE AREAS REQUIRED TO CONSTRUCT FILL TO THE LINES AND GRADES INDICATED ON THE DRAWINGS.

REVISION:

THE DUTY OF THE ENGINEER OR OWNER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES, IN, ON OR NEAR THE CONSTRUCTION SITE.

UTILITY DISCLAIMER 1.

INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF UNDERGROUND AND OTHER UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO TYPE AND LOCATION OF UNDERGROUND AND OTHER UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO.

USE OF CONSTRUCTION DOCUMENTS 1.

DRAWINGS AND SPECIFICATIONS ARE PROVIDED AS A SERVICE. DRAWINGS AND SPECIFICATIONS ARE NOT INTENDED FOR USE ON OTHER PROJECTS AT THIS SITE OR OTHER SITES WITHOUT WRITTEN APPROVAL OF THE ENGINEER.

2.

DRAWING REPRODUCTION AND SCALING MAY ALTER THE INDICATED GRAPHIC SCALES.

APPROVALS

DIRECTOR OF OF COMMUNITY DEVELOPMENT

DATE

PLANNING BOARD CHAIRPERSON

DATE

FIRE MARSHALL

DATE

TOWN OF WEBSTER SEWER DISTRICT

DATE

TOWN ENGINEER

DATE

TOWN OF WEBSTER HIGHWAY SUPERINTENDENT

DATE

TOWN OF WEBSTER ASSESSOR

DATE

MONROE COUNTY WATER AUTHORITY

DATE

10. CONTRACTOR SHALL FINISH GRADE EARTH SLOPES AS SHOWN TO NO STEEPER THAN 1 FOOT VERTICAL TO 3 FEET HORIZONTAL. 11. CONTRACTOR SHALL GRADE LANDSCAPED AREAS AT A MINIMUM OF 1% TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND SIDEWALKS WHEN FINISH LANDSCAPE MATERIALS ARE IN PLACE.

13. NO CLASSIFICATION OF EXCAVATED MATERIALS WILL BE MADE UNLESS OTHERWISE SPECIFIED IN THE PROJECT DOCUMENTS. EXCAVATION WORK SHALL INCLUDE THE REMOVAL AND SUBSEQUENT HANDLING OF ALL MATERIALS EXCAVATED OR OTHERWISE REMOVED FOR THE PERFORMANCE OF THE WORK, REGARDLESS OF TYPE, CHARACTER, COMPOSITION OR CONDITION THEREOF. NO ADDITIONAL PAYMENT WILL BE MADE FOR ROCK EXCAVATIONS UNLESS OTHERWISE SPECIFIED IN THE PROJECT DOCUMENTS. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING THE AMOUNT OF ROCK EXCAVATION, IF ANY, TO BE INCLUDED IN HIS BID.

925 HARD ROAD WEBSTER, NY 14580

2.

THE GENERAL NOTES ON THE DRAWINGS ARE INTENDED TO SUPPLEMENT THE GENERAL CONDITIONS AND TECHNICAL SPECIFICATIONS. WHEN THE NOTES ON THE DRAWINGS CONFLICT WITH THE TECHNICAL REQUIREMENTS OUTLINED IN THE SPECIFICATIONS, THE MORE STRINGENT CRITERIA WILL GOVERN.

SEDIMENT & EROSION CONTROL NOTES

WEBSTER, NY

1.

DEMOLITION NOTES

7 BREW COFFEE

GENERAL CIVIL NOTES

14. ALL DISTURBED AREAS, NOT RECEIVING PERMANENT STABILIZATION, SHALL HAVE 4" OF TOPSOIL REPLACED, TO LEAVE A SMOOTH SEEDBED SUITABLE TO RECEIVE SEED. SURFACE ROCK 1-1/2" OR GREATER IN ANY DIMENSION SHALL BE REMOVED FROM ALL FINISH GRADED AREAS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SEEDING WORK. 15. THE CONTRACTOR SHALL GRADE ALL AREAS DISTURBED DURING THE COMPLETION OF THIS PROJECT TO PREVENT PONDING OR EROSION ON THIS SITE OR ADJACENT UNDISTURBED AREAS. 16. ALL ITEMS REMOVED SHALL BE DISPOSED OFF SITE BY THE CONTRACTOR IN ACCORDANCE WITH REQUIREMENTS OF LOCAL AUTHORITIES. 17. PRIOR TO MOVING OFF THE PROJECT SITE, THE CONTRACTOR SHALL NOTIFY THE ENGINEER TO MAKE A FINAL REVIEW OF THE CONSTRUCTION SITE. 18. IN THE EVENT THAT BLASTING IS PERMITTED ON THE PROJECT, THE CONTRACTOR SHALL COMPLY WITH ALL LAWS, ORDINANCES, APPLICABLE SAFETY CODE REQUIREMENTS AND REGULATIONS RELATIVE TO THE HANDLING, STORAGE AND USE OF EXPLOSIVES AND THE PROTECTION OF LIFE AND PROPERTY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE CAUSED BY HIS BLASTING OPERATIONS.

JOHN W KELLY PE ENGINEERING D.P.C.

Call 811 In New York City or Long Island

newyork-811.com Outside New York City or Long Island

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1070 W. SYCAMORE ST SPRINGFIELD, MO 65810 Ph: 417-888-0645 Fax: 417-888-0657

COA# 017476 EXPIRES: 06/30/2026

C0.1 GENERAL NOTES

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084736

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2026.03.19 16:48:33-05'00'

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03-19-2026

CP #1091 O

925 HARD ROAD WEBSTER, NY 14580

950 HARD RD PARCEL NO: 079.15-1-1.312 ZONING: 451

WEBSTER, NY

980 RIDGE RD PARCEL NO: 79.15-1-3.1 ZONING: 451

7 BREW COFFEE

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HARD ROAD

JOHN W KELLY PE ENGINEERING D.P.C.

Call 811 0

15

30

In New York City or Long Island

newyork-811.com Outside New York City or Long Island

digsafelynewyork.com

1070 W. SYCAMORE ST SPRINGFIELD, MO 65810 Ph: 417-888-0645 Fax: 417-888-0657

COA# 017476 EXPIRES: 06/30/2026

C0.2 AREA PLAN

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REMOVE 185 S.F. ± OF ASPHALT PAVEMENT.

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REMOVE LIGHT POLE AND CONCRETE BASE.

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EXISTING AREA INLET, DO NOT DISTURB.

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2026.02.02 15:42:33-06'00' JOHN W. KELLY III - ENGINEER PE# 084736

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LICENSE NO. NY #084736

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CITY NOTE:

DIRECTOR OF OF COMMUNITY DEVELOPMENT

DATE

PLANNING BOARD CHAIRPERSON

DATE

FIRE MARSHALL

DATE

TOWN OF WEBSTER SEWER DISTRICT

DATE

TOWN ENGINEER

DATE

TOWN OF WEBSTER HIGHWAY SUPERINTENDENT

DATE

TOWN OF WEBSTER ASSESSOR

DATE

MONROE COUNTY WATER AUTHORITY

DATE

JOHN W KELLY PE ENGINEERING D.P.C.

Call 811 0

10

20

In New York City or Long Island

newyork-811.com Outside New York City or Long Island

digsafelynewyork.com

1070 W. SYCAMORE ST SPRINGFIELD, MO 65810 Ph: 417-888-0645 Fax: 417-888-0657

COA# 017476 EXPIRES: 06/30/2026

925 HARD ROAD WEBSTER, NY 14580

APPROVALS

WEBSTER, NY

ALL DEBRIS SHALL BE DISPOSED OF AT AN APPROVED REFUSE FACILITY.

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INSTALL 380 L.F. ± OF COMPOST FILTER SOCK PER DETAIL 1.02 SHEET C7.1.

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APPROXIMATE LOCATION OF PORTABLE RESTROOM.

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APPROXIMATE LOCATION OF TEMPORARY ROLL-OFF DUMPSTER.

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INSTALL TEMPORARY CONSTRUCTION ENTRANCE PER DETAIL 1.01 SHEET C7.1.

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PROPOSED OUTFALL.

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LIMITS OF DISTURBANCE 0.78 ACRES.

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INSTALL 24 L.F. OF COMPOST FILTER SOCK AROUND AREA INLET, PER STORM INLET PROTECTION DETAIL 1.05 SHEET C7.2.

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APPROXIMATE LOCATION OF SOIL STOCKPILES. PROTECT STOCKPILES WITH COMPOST FILTER SOCK.

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FINAL STABILIZATION OF ALL DISTURBED AREAS

~ HYDROSEED ~ RIP RAP PLACEMENT ~ SEED / STRAW

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084736

O F E SS I O NA L

2026.03.19 16:48:06-05'00' JOHN W. KELLY III - ENGINEER PE# 084736

John W Kelly PE SE

UNLESS OTHERWISE INDICATED, ALL STRUCTURAL AND VEGETATIVE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE NYS DEC BLUE BOOK.

ENGINEER OF RECORD:

STRUCTURAL PRACTICES

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1. STORM DRAIN INLET PROTECTION A SEDIMENT FILTER LOCATED AT THE INLET TO STORM SEWER CULVERTS, USED TO PREVENT SEDIMENT FROM ENTERING AND ACCUMULATING IN AND BEING TRANSFERRED BY A CULVERT AND ASSOCIATED DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION OF DISTURBED PROJECT AREA. 2. COMPOST FILTER SOCKS WILL BE PLACED AS NEEDED ALONG THE DOWN GRADIENT SIDE OF THE DISTURBED AREA TO REDUCE MIGRATION OF SEDIMENT FROM THE SITE. COMPOST FILTER SOCKS WILL ALSO BE PLACED AROUND STOCKPILED TOPSOIL ON THE SITE. COMPOST FILTER SOCKS SHALL BE REPLACED AS DETERMINED BY REGULAR FIELD INSPECTIONS. 3. TEMPORARY CONSTRUCTION ENTRANCE WILL BE LOCATED AT THE PROPERTY ACCESS TO PRIVATE ACCESS ROAD. THE TEMPORARY CONSTRUCTION ENTRANCE SHALL BE REPAIRED OR REPLACES AS DETERMINED BY REGULAR FIELD INSPECTIONS. 4. OTHER PRACTICES SHALL BE PROVIDED AS DETERMINED BY THE ENGINEER OR BY E&SC ADMINISTRATOR.

1

03-19-2026

TOWN REVIEW

VEGETATIVE PRACTICES 1. TOP SOILING (STOCKPILE) TOPSOIL WILL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER USE AND WILL BE STABILIZED BY SILT FENCING, OR SEEDING WITH APPROPRIATE SEED MIX FOR THE TIME OF YEAR. 2. EROSION CONTROL BLANKETS OR MULCH AND SEEDING EROSION CONTROL BLANKETS, IF NEEDED, WILL BE INSTALLED OVER FILL SLOPES GREATER THAN 2.5:1 WHICH HAVE BEEN BROUGHT TO FINAL GRADE AND HAVE BEEN SEEDED TO PROTECT THE SLOPES FROM RILL AND GULLY EROSION AND TO ALLOW SEED TO GERMINATE PROPERLY. MUCH (STRAW OR FIBER) WILL BE USED ON RELATIVELY FLAT AREAS AND WILL BE APPLIED AS A SECOND STEM PIN THE SEEDING OPERATION.

TEMPORARY AND PERMANENT STABILIZATION ALL AREAS DISTURBED BY CONSTRUCTION AND NO OTHERWISE STABILIZED, SHALL BE STABILIZED WITH PERMANENT SEEDING WITHIN 7 DAYS FOLLOWING FINISH GRADING. SEEDING SHALL BE APPLIED DEPENDING ON TIME OF THE YEAR ACCORDING TO NYS DEC BLUE BOOK SPECIFICATIONS. IN ALL SEEDING OPERATIONS , SEED, FERTILIZER, AND LIME WILL BE APPLIED PRIOR TO MULCHING. EROSION CONTROL BLANKETS WILL BE INSTALLED OVER FILL SLOPES WHICH HAVE BEEN BROUGHT TO FINAL GRADE AND HAVE BEEN SEEDED TO PROTECT THE SLOPES FOR RILL AND GULLY EROSION AND TO ALLOW SEED TO GERMINATE PROPERLY. MUCH (STRAW OR FIBER) WILL BE USED ON RELATIVELY FLAT AREAS. IN AL SEEDING OPERATION S SEED, FERTILIZER, AND LIME WILL BE APPLIED PRIOR TO MULCHING.

APPROVALS

DIRECTOR OF OF COMMUNITY DEVELOPMENT

DATE

PLANNING BOARD CHAIRPERSON

DATE

FIRE MARSHALL

DATE

TOWN OF WEBSTER SEWER DISTRICT

DATE

TOWN ENGINEER

DATE

TOWN OF WEBSTER HIGHWAY SUPERINTENDENT

DATE

TOWN OF WEBSTER ASSESSOR

DATE

MAINTENANCE 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING EACH CONTROL MEASURE SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN AND THOSE DEEMED NECESSARY BY THE CITY ENGINEER AS CONSTRUCTION CONTINUES. 2. THE CONTRACTOR SHALL INSPECT ALL SEDIMENT AND EROSION CONTROL STRUCTURES AT A MINIMUM FREQUENCY OF ONCE PER TOW WEEKS AND WITHIN 24 HOURS AFTER EACH RUNOFF-PRODUCING RAINFALL EVENT. INSPECTION RECORDS SHALL BE KEPT. 3. SILT SHALL BE REMOVED FROM BEHIND SEDIMENT BARRIER ONCE THE DEPTH IS EQUAL TO SIX INCHES OR AS REQUIRED TO MAINTAIN FUNCTIONALITY. 4. DAMAGED OR DETERIORATED ITEMS WILL BE REPAIRED IMMEDIATELY AFTER IDENTIFICATION. 5. ALL SEDIMENT THAT IS COLLECTED IN STRUCTURES SHALL BE DISPOSED OF PROPERLY AND COVERED IF STORED ON -SITE. 6. ALL SPOIL MATERIALS SHALL BE DISPOSED OF LEGALLY, OFFSITE OR AS OTHERWISE DESCRIBED IN THE CONTRACT DOCUMENTS, BY THE CONTRACTOR AT THEIR EXPENSE. ALL OFFSITE ELAND DISTURBING ACTIVITIES SHALL BE CONDUCTED UNDER AN APPROVED SEPARATE EROSION AND SEDIMENT CONTROL PLAN. 7. EROSION CONTROLS AND PERIMETER CONTROL SHALL REMAIN IN PLACE UNTIL ALL DISTURBED AREAS HAVE BEEN SECURELY STABILIZED. AFTER REMOVAL OF STRUCTURES, DISTURBED AREAS SHALL BE RE-GRADED AND STABILIZED AS NECESSARY. 8. ALL SEEDED AREAS SHALL BE CHECKED ONCE PER WEEK TO ENSURE A GOOD STAND OF PLANT MATERIAL IS MAINTAINED. SEEDED AREAS FOUND TO BE DEFICIENT SHALL BE RE-SEEDED AS NECESSARY.

925 HARD ROAD WEBSTER, NY 14580

1. SCHEDULE AND CONDUCT PRECONSTRUCTION MEETING WITH TOWN OF PENFIELD. 2. SEDIMENT TRAPPING MEASURES TO BE INSTALLED PRIOR TO ANY EXCAVATION ON SITE 3. CONSTRUCTION WILL BE SEQUENCED SO THAT EXISTING COVER WILL NO BE DISTURBED ANYMORE THAN NECESSARY. 4. CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE. 5. TEMPORARY SEEDING OR OTHER STABILIZATION WILL FOLLOW IMMEDIATELY AFTER GRADING. 6. AREAS, WHICH ARE TO BE DISTURBED, WILL BE CLEARLY MARKED BY FLAGS, SIGNS ETC. 7. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL PRACTICES. 8. AFTER ACHIEVING ADEQUATE STABILIZATION TO THE SATISFACTION OF THE E&SC ADMINISTRATOR, THE TEMPORARY E&S CONTROLS WILL BE CLEANED UP. 9. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED ROAD OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZED THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROAD BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. A STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. 10. REMOVED ALL TEMPORARY EQUIPMENT, CONSTRUCTION MATERIALS , AND DEBRIS FROM THE SITE. 11. REMOVE REMAINING TEMPORARY EROSION & SEDIMENT CONTROL MEASURES WITHIN THIRTY DAYS AFTER FINAL SITE STABILIZATION.

WEBSTER, NY

MANAGEMENT STRATEGIES

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MONROE COUNTY WATER AUTHORITY

DATE

JOHN W KELLY PE ENGINEERING D.P.C.

Call 811 0

10

20

In New York City or Long Island

newyork-811.com Outside New York City or Long Island

digsafelynewyork.com

1070 W. SYCAMORE ST SPRINGFIELD, MO 65810 Ph: 417-888-0645 Fax: 417-888-0657

COA# 017476 EXPIRES: 06/30/2026

C1.2 EROSION CONTROL PLAN DATE: JANUARY 29, 2026

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CONCRETE CURB PER DETAIL 2.01, SHEET C7.1.

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SIDEWALK PER DETAIL 2.02, SHEET C7.1.

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EDGE OF CONCRETE SLAB TO BE THICKENED CONCRETE PER STOOP/WALK EDGE DETAIL 2.04, SHEET C7.1.

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CONCRETE PAVEMENT PER CONCRETE PAVEMENT DETAILS 2.03 & 2.05, SHEET C7.1.

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REMOTE COOLER LOCATION, COOLER TO BE INSTALLED ON 4" THICK CONCRETE PAD WITH THICKENED EDGE PER STRUCTURAL PLANS.

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BUILDING CANOPY OUTLINE.

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CANOPY COLUMNS LOCATIONS, TYPICAL.

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TRASH ENCLOSURE AND GATE, PER ARCHITECTURAL PLANS.

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6' PIPE BOLLARD, TYPICAL PER DETAIL 2.09, SHEET C7.1.

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INSTALL CURB TRANSITION PER DETAIL 2.15, SHEET C7.2.

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CONNECT TO EXISTING CURB.

REVISION:

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SIGN, SEE SHEET C6.1.

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ACCESSIBLE PATH FROM PARKING TO BUILDING.

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TYPE 3 ADA CURB RAMP PER DETAIL 2.13, SHEET C7.2.

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TYPE 4 ADA CURB RAMP PER DETAIL 2.14, SHEET C7.2.

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CONCRETE CURB CUT PER DETAIL 2.18, SHEET C7.2.

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CONCRETE WHEEL STOP PER DETAIL 2.19, SHEET C7.2. 2 OMITTED.

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DIMENSION FROM PROPERTY LINE TO NEAREST BUILDING STRUCTURE.

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OMITTED.

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SNOW STACK AREA PER DETAIL 4.09 SHEET C7.3.

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084736

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2026.04.09 16:30:27-05'00' JOHN W. KELLY III - ENGINEER PE# 084736 John W Kelly PE SE

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FLUSH CURB PER DETAIL 4.09 SHEET C7.3.

FRONT YARD SETBACKS

150 - FOOT

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NO*

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APPROXIMATE LOCATION OF SURFACE DETENTION POND.

SIDE YARD SETBACKS

75 - FOOT

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NO*

REAR YARD SETBACKS

50 - FOOT

__

NO*

MINIMUM LOT AREA

2 ACRES

0.73 ACRES

NO*

MINIMUM LOT WIDTH

200 - FOOT

85 - FOOT

NO*

MAXIMUM LOT COVERAGE

20%

___

MAXIMUM IMPERVIOUS AREA

67%

65%

NO

MAXIMUM BUILDING HEIGHT

50 - FOOT

20 - FOOT

NO

FRONT YARD - MINIMUM BUFFER AREA

75 - FEET

80 - FEET

NO

SIDE YARD - MINIMUM BUFFER AREA

75 - FEET

4.5 - FEET

YES

REAR YARD - MINIMUM BUFFER AREA

75 - FEET

0 - FEET

YES

PARKING REQUIREMENT (DRIVE-THRU)

1 SPACE PER EMPLOYEE AT LARGEST SHIFT = 6 SPACES

12 SPACES, 11 STANDARD AND 1 ADA

NO

PARKING STALL WIDTH

9 - FOOT

9 - FOOT

NO

PARKING STALL LENGTH

20 - FOOT

21 - FOOT

NO

PLANNING BOARD CHAIRPERSON

DATE

AISLE WIDTH (TWO-WAY TRAFFIC)

25 - FOOT

27 - FOOT

NO

* A ZONING VARIANCE IS NOT REQUIRED DUE TO THE SITE BEING LOCATED IN THE PROGRESSIVE DEVELOPMENT DISTRICT. FIRE MARSHALL

DATE

TOWN OF WEBSTER SEWER DISTRICT

DATE

TOWN ENGINEER

DATE

TOWN OF WEBSTER HIGHWAY SUPERINTENDENT

DATE

TOWN OF WEBSTER ASSESSOR

DATE

MONROE COUNTY WATER AUTHORITY

DATE

PROPOSED USE:

BUILDING AND LOT DATA:

RESTAURANT WITH DRIVE THRU.

PROJECT FOOTPRINT 31,638 S.F. ≈ 0.73 ACRES PROPOSED BUILDING (1 STORY) - RETAIL = 510 S.F. REMOTE COOLER = 280 S.F. CONSTRUCTION TYPE: V-B

ZONING:

DATE

TOWN REVIEW

2

04-09-2026

TOWN REVIEW

2

BULK REQUIREMENTS

DIRECTOR OF OF COMMUNITY DEVELOPMENT

03-19-2026

QUANTITIES 1

2

1,055 L.F. 16,945 S.F. 1,380 S.F. 1,125 S.F. 420 S.F. 7,525 S.F. 1,460 S.F. 2,290 S.F.

= 17 S. F. = 31,621 S. F. = 31,638 S. F.

POST-PROJECT IMPERVIOUS AREA POST-PROJECT PERVIOUS AREA TOTAL

= 20,450 S. F. = 11,188 S. F. = 31,638 S. F.

925 HARD ROAD WEBSTER, NY 14580

APPROVALS

1

WEBSTER, NY

SITE DATA CONTINUED:

LICENSE NO. NY #084736

7 BREW COFFEE

OHE

ST

JOHN W KELLY PE ENGINEERING D.P.C.

Call 811 0

10

20

In New York City or Long Island

newyork-811.com Outside New York City or Long Island

digsafelynewyork.com

1070 W. SYCAMORE ST SPRINGFIELD, MO 65810 Ph: 417-888-0645 Fax: 417-888-0657

COA# 017476 EXPIRES: 06/30/2026

C2.1 SITE PLAN

OHE

2

ST

2

HIGH POINT IN PAVEMENT.

3

CENTERLINE OF GRADE BREAK IN PAVEMENT.

4

PROPOSED REMOTE COOLER.

5

PROVIDE POSITIVE DRAINAGE IN BETWEEN BUILDING AND REMOTE COOLER.

6

CENTER LINE OF SWALE IN PAVEMENT.

7

CONTRACTOR TO ADJUST TO NEW RIM ELEVATION.

OHE

3 41

1

S

ST

S S

OHE

1

413

412

411

409

409

410

TG 412.64

FL

FLOW LINE

GT

GUTTER INVERT

GY

GUY WIRE

HDPE

HIGH DENSITY POLYETHYLENE

INV

INVERT

LF

LINEAR FEET

MC

MOUNTABLE CURB

PVC

POLYVINYL CHLORIDE PIPE

R/W

RIGHT-OF-WAY

RCP

REINFORCED CONCRETE PIPE

SC

SPILL CURB

TB

TOP OF BASE ROCK

OHE

PL

TC

TOP OF CURB

TG

TOP OF GROUND

TP

TOP OF PAVEMENT

TS

TOP OF SIDEWALK

TW

TOP OF WALL

OHE

O

EX TP

EXISTING TOP OF PAVEMENT

EX TS

EXISTING TOP OF SIDEWALK

5 41

DIRECTION OF SHEET FLOW

LICENSE NO. NY #084736

PLANNING BOARD CHAIRPERSON

DATE

FIRE MARSHALL

DATE

TOWN OF WEBSTER SEWER DISTRICT

DATE

TOWN ENGINEER

DATE

TOWN OF WEBSTER HIGHWAY SUPERINTENDENT

DATE

TOWN OF WEBSTER ASSESSOR

DATE

MONROE COUNTY WATER AUTHORITY

DATE

PR

084736

O F E SS I O NA L 2026.04.09 16:30:13-05'00'

ENGINEER OF RECORD:

1

03-19-2026

TOWN REVIEW

2

04-09-2026

TOWN REVIEW

7 BREW COFFEE

DATE

YI

APPROVALS

DIRECTOR OF OF COMMUNITY DEVELOPMENT

E LL

W

John W Kelly PE SE

OHE

ST

N OH

E ER

ST

OHE

PL

3

F NEW Y EO O T A .K

GIN

41

TG 412.48

1 D

FLARED END SECTION

EN

TC 412.79 GT 412.29 PL TC 412.44 41 TP 412.44 4

EX TP 414.08 EX TP 414.15 ST

FES

J

W

HARD ROAD

3

415

EDGE OF PAVEMENT

JOHN W KELLY PE ENGINEERING D.P.C.

Call 811 0

10

20

In New York City or Long Island

newyork-811.com Outside New York City or Long Island

digsafelynewyork.com

1070 W. SYCAMORE ST SPRINGFIELD, MO 65810 Ph: 417-888-0645 Fax: 417-888-0657

COA# 017476 EXPIRES: 06/30/2026

925 HARD ROAD WEBSTER, NY 14580

CO

PL

EP

ST

OHE

4%

411

4 41

41

PL

CORRUGATED METAL PIPE

WEBSTER, NY

414 S CP #1091T

W

S

CO

412

ST

TC 414.54 GT 414.04

CO

CMP

II

TG 414.07

PL

CENTER LINE

RK

PL

CL

D

CO PL

STANDARD CATCH CURB

SE

TC 414.85 GT 414.35

ST

TC 414.06 TP 414.06

CC

LI CEN

TC 414.61 GT 414.11

W

STOP

2

3

TP 414.40

STOP

LANE 1 LANE 2

7

C

S

TC 414.67 TP 414.67 TP 414.48

C

413

PL

TC 414.36 GT 413.86

BACK OF CURB

UE

UE

TC 414.98 GT 414.48

413

TP 414.41

RIM 414.31

-0. 70 %

TC 415.03 GT 414.53

TP 414.05

UE

4 41

2

2

S

TP 414.82

TC 414.89 GT 414.39

41

BC CO

C

413

3

TC 414.61 GT 414.11

TC 414.67 TP 414.67

UE

413

1

TC 413.93 GT 413.43

CO

PL

TC 412.44 UE TP 412.44 UE UE UE C C TC 413.69 C C TC 413.26 GT 413.19 TC 413.69 GT 412.76 ST TC 413.68 ST ST GT 413.19 TC 413.29 GT 413.18 GT 412.79 TS 413.83 TS 413.83 TC 413.71 TP 413.01 1.44% GT 413.21 4 TS 413.69 COOLER / STORAGE TS 413.69 W W W SLAB ELEV: 413.83 TC 410.96 TS 413.83 1% TS 413.77 410.96 5 TCTP 410.90 TG 411.01 0.3 TS 413.83 TP 410.90 CO TS 413.79 TS 413.79 PROPOSED BUILDING TC 413.71 CO FF ELEVATION: 413.83 TP 413.19 -1.15% GT 413.21 TOP OF FDN WALL: 412.91 TC 413.79 CO TG 411.01 S TC 410.90S TC 413.45 TC 410.96 CO CO CO GT 413.29 TP 410.90 GT 412.95 TP 410.96 TC 413.79 TC 413.79 TP 413.15 TC 413.79 TC 412.90 TC 413.56 GT 413.29 TP 413.79 GT 413.29 TC 413.79 TP 412.90 GT 413.06 TP 413.79 3 3 TC 411.84 TP 411.84 409 TP 413.55 TP 413.55 410 CO ST ST TC 412.49 411 TG 411.75 TC 412.59 GT 411.99 412 TP 412.59 3

TC 413.41 TP 413.41

TC 414.50 GT 414.00

TP 414.82

PL

S

TC 414.23 GT 413.73

CO

TC 413.46 TP 413.46

41

TG 412.49 PL

PL

(MINOR COLLECTOR - 66' RIGHT-OF-WAYS)

PL

ST

PL

CO

3

STOP

TG 413.45 PL

-0. 5

PL

ONE WAY

3 41

2

411

41 2

TC 414.31 GT 413.81

TG 413.49 TC 413.99 GT 413.49

ABBREVIATIONS

O

EX TP 412.81

C

TC 413.31 GT 412.81

2

410

D

41

C3.1 GRADING PLAN

OHE

2

OHE

ST

KEY NOTES:

S

ST

S

1

CONTINUATION OF UTILITY TO BUILDING.

2

INSTALL 45° BEND, TYPICAL.

3

INSTALL 155 L.F. ± OF 1" COPPER WATER LINE TO BE INSTALLED BY CONTRACTOR FROM WATER METER TO BUILDING PER PIPE INSTALLATION DETAIL 4.01, SHEET C7.2.

4

1" WATER METER TO BE INSTALLED BY WATER UTILITY PROVIDER. CONTRACTOR TO CONFIRM FINAL WATER METER LOCATION WITH THE WATER UTILITY PROVIDER PRIOR TO INSTALLATION OF WATER SERVICE LINE.

5

CONNECTION OF WATER SERVICE TO BE COORDINATED WITH WATER PROVIDER.

6

INSTALL 98 L.F. ± OF 6" SCH. 40 PVC SANITARY SEWER SERVICE AT A MINIMUM SLOPE OF 1.00% PER PIPE INSTALLATION DETAIL 4.01, SHEET C7.2.

7

CONTRACTOR TO CONNECT SANITARY SEWER SERVICE LINE TO EXISTING SEWER LINE. CONTRACTOR TO VERIFY DEPTH AND LOCATION OF SEWER LINE TO ENSURE NO CONFLICT PRIOR TO CONSTRUCTION. COORDINATE CONNECTION WITH SEWER UTILITY PROVIDER.

8

125 GALLON SCHIER GB-75 GREASE INTERCEPTOR WITH H-20 RATED CAST IRON COVER, PER MEP PLANS.

9

SEWER LATERAL CLEAN OUT PER DETAIL 4.02, SHEET C7.2.

10

ROUTING OF PROPOSED ELECTRIC UTILITY AND POINT OF CONNECTION SHOWN IS APPROXIMATE. CONTRACTOR TO COORDINATE WITH ELECTRIC UTILITY PROVIDER TO DETERMINE FINAL LOCATION PRIOR TO INSTALLATION OF ELECTRIC SERVICE LINE.

11

BURIED ELECTRIC LINE, SEE MEP PLANS.

12

PAD MOUNTED TRANSFORMER, SEE MEP PLANS. COORDINATE WITH ELECTRIC UTILITY PROVIDER.

13

ROUTING OF PROPOSED COMMUNICATION UTILITY AND POINT OF CONNECTION SHOWN IS APPROXIMATE. CONTRACTOR TO COORDINATE WITH COMMUNICATION UTILITY PROVIDER TO DETERMINE FINAL LOCATION PRIOR TO INSTALLATION OF COMMUNICATION SERVICE LINE.

14

(2) 2" COMMUNICATIONS CONDUITS WITH PULLWIRE.

15

COMMUNICATIONS PULL BOX, SEE MEP PLANS. COORDINATE WITH COMMUNICATIONS UTILITY PROVIDER.

16

LIGHT POLE, SEE MEP PLANS.

17

BURIED ELECTRIC LINE FOR SITE LIGHTING AND SIGNAGE, SEE MEP PLANS.

18

INSTALL 48 L.F. ± OF 2.0" DIA. SCH. 40 PVC DISCHARGE LINE FROM SUMP PUMP, TIE IN TO ROOF DRAIN MANIFOLD.

19

2" PVC WALK IN COOLER DRAIN PIPE. PROVIDE AIR GAP FLUSH TO CONCRETE SLAB FOR WALK IN COOLER DRAIN OUTLET. DOWNSTREAM END TO CONNECT TO ROOF DRAINAGE SYSTEM. PROVIDE POSITIVE FLOW, 1% MINIMUM.

20

DOWNSPOUT CONNECTION PER DETAIL 4.06, SHEET C7.2, SEE ARCHITECTURAL PLANS.

21

INSTALL 46 L.F. ± 8-INCH HDPE DOWNSPOUT HEADER STORM LINE AT 1% SLOPE, DAYLIGHT AND MITER END TO MATCH GRADE, PER PIPE INSTALLATION DETAIL 4.01, SHEET C7.2.

ST

ST

UE C 23 ST

23

26

5

3 W 23

W

W

W

W

S

W

23

23

29

4

C

12

24

13 15

20

20

UE C

14

27

COOLER / STORAGE SLAB ELEV: 413.83

UE C

23

UE

30

C

18

1 1 PROPOSED BUILDING FF ELEVATION: 413.831 TOP OF FDN WALL: 412.91 1

CO

CO

CO

30

9

9 CO

9

CO

26

CO

6 S

CO

23

ST

STOP

7

20

2 28 PL

PL

CO

PL

PL

27

21

30 CO

PL

29

S CP #1091T

26 PL

D

OHE

O ST

O

22

EXISTING STORMWATER INLET, ADJUST RIM ELEVATION TO 413.4.

23

UTILITY CROSSING, CONTRACTOR TO COORDINATE DEPTH IN FIELD.

24

EXISTING 12" HDPE STORM LINE.

25

DISTANCE TO NEAREST FIRE HYDRANT.

26

27

SNOW STACK AREA SUBDRAIN 4" PERFORATED DRAIN PIPE PER DETAIL 4.09 SHEET C7.3.

28

STORMWATER LATERAL CLEAN OUT PER DETAIL 4.03 SHEET C7.3.

29

6" x 2' x 1.5' SUB-DRAIN ANTISEEP & CLEANOUT PER DETAIL 4.10 SHEET C7.3.

30

40 L.F. 4" SOLID PVC PIPE AT 1% SLOPE, PER PIPE INSTALLATION DETAIL 4.01 SHEET C7.2.

D

CO PL

CO

SE

ST

28

9 ST

OHE

STOP

ST

N OH

E LL

W

YI

II

28

F NEW Y EO O T A .K

RK

27

LI CEN

LANE 1 LANE 2

8

20

S

S

S 29

E ER

C

GIN

2

UE

C 18

HARD ROAD

C

ONE WAY 16

PL

11 UE

S

UE

17

17

10

CO

29 UE

22

PL

(MINOR COLLECTOR - 66' RIGHT-OF-WAYS)

CO

28

PL

ST

CO

28

PL

OHE

CO

PL

ST

PL

OHE

28

STOP

27 PL

PL

PL

PL

PR

084736

EN

1

J

D

2

ST

S

OHE

18

6'

25

O F E SS I O NA L

John W Kelly PE SE

2026.04.09 16:30:58-05'00'

ST

OHE

2

MONROE COUNTY WATER AUTHORITY 475 NORRIS DR ROCHESTER, NY 14610 585-442-2000

2. ELECTRIC

ROCHESTER GAS AND ELECTRIC (RG&E) 180 S. CLINTON AVE ROCHESTER, NY 14609 1-800-743-2110

3. SEWER

WEBSTER SEWER DEPARTMENT 226 PHILLIPS ROAD WEBSTER, NY 14580 585-265-0505

LICENSE NO. NY #084736

1

03-19-2026

TOWN REVIEW

2

04-09-2026

TOWN REVIEW

FLOOR DRAINS, IF CONSTRUCTED, SHALL BE CONNECTED TO THE SANITARY/COMBINATION SEWER, FLOOR DRAINS DO NOT INCLUDE FOUNDATION/FOOTER DRAINS.

2.

ALL DISCHARGES TO THE SANITARY/COMBINATION SEWER MUST COMPLY WITH THE EFFLUENT LIMITS OF THE LOCAL AND OR MONROE COUNTY SEWER USE LAW.

CITY NOTE:

DIRECTOR OF OF COMMUNITY DEVELOPMENT

DATE

PLANNING BOARD CHAIRPERSON

DATE

FIRE MARSHALL

DATE

TOWN OF WEBSTER SEWER DISTRICT

DATE

TOWN ENGINEER

DATE

2'-0"

8"

925 HARD ROAD WEBSTER, NY 14580

APPROVALS

WEBSTER, NY

THE EXISTING STORMWATER MANAGEMENT FACILITY SHOULD BE INSPECTED AND CLEANED AS PART OF THIS PROJECT.

7 BREW COFFEE

1.

#4 BARS TOWN OF WEBSTER HIGHWAY SUPERINTENDENT

DATE

TOWN OF WEBSTER ASSESSOR

DATE

MONROE COUNTY WATER AUTHORITY

DATE

2'-0"

FINISHED GRADE

8" HDPE PIPE

#4 BARS

8" HDPE PIPE

CONCRETE HEADWALL DETAIL

4.01 SCALE: NONE

JOHN W KELLY PE ENGINEERING D.P.C.

Call 811 0

10

20

In New York City or Long Island

newyork-811.com Outside New York City or Long Island

digsafelynewyork.com

1070 W. SYCAMORE ST SPRINGFIELD, MO 65810 Ph: 417-888-0645 Fax: 417-888-0657

COA# 017476 EXPIRES: 06/30/2026

C4.1 UTILITY PLAN

LEGEND

GENERAL LANDSCAPING NOTES 1.

2.

CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITY LINES AND OTHER ABOVE OR BELOW GROUND OBSTRUCTIONS SO THAT PROPER PRECAUTIONS SHALL BE TAKEN NOT TO DISTURB OR DAMAGE SUCH IMPROVEMENTS. REFER TO CIVIL DRAWINGS FOR PROPOSED AND EXISTING UTILITY LOCATIONS.

PL

PROPERTY LINE

LAWN/GRASS

STANDARDS SET FORTH IN "AMERICAN STANDARDS FOR NURSERY STOCK" REPRESENT GENERAL GUIDELINE SPECIFICATIONS ONLY AND WILL CONSTITUTE MIN. QUALITY REQUIREMENTS FOR PLANT MATERIAL.

MULCHED LANDSCAPE BED. SMOOTH SOIL SHALL BE COVERED BY WEED FABRIC AND TOPPED WITH 3-INCH LAYER OF BLACK SHREDDED HARDWOOD MULCH.

3.

OWNER'S REPRESENTATIVE RESERVES THE RIGHT TO REJECT ANY PLANT MATERIAL NOT MEETING SPECIFICATIONS.

4.

ALL TREES SHALL BE CALLIPERED AND UNDERSIZED TREES SHALL BE REJECTED.

5.

SPECIFIED CALIPER MEASUREMENT FOR TREES SHALL BE MEASURED AT 6" ABOVE THE GRADE.

EVERGREEN TREE

ANY MATERIAL WHICH DIES OR DEFOLIATES WITHIN THE SPECIFIED WARRANTY PERIOD SHALL BE REMOVED AND REPLACED.

SHRUB

7.

CONTRACTOR IS RESPONSIBLE FOR SOIL SAMPLING AND TESTING TO DETERMINE SOIL AMENDMENT RATIOS.

SHRUB MASS

8.

PLANTS AND OTHER MATERIALS ARE QUANTIFIED AND SUMMARIZED FOR THE CONVENIENCE OF THE MUNICIPALITY AND LOCAL GOVERNING BODIES. CONFIRM AND INSTALL SUFFICIENT QUANTITIES TO COMPLETE THE WORK AS DRAWN.

ORNAMENTAL GRASS

6.

9.

SHADE TREE

THE PLAN IS SUBJECT TO CHANGES BASED ON PLANT SIZE AND MATERIAL AVAILABILITY. ANY DEVIATION TO THE APPROVED FINAL LANDSCAPING PLAN SHALL REQUIRE THE WRITTEN APPROVAL FROM THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION.

SPECIES QUANTITY

10. REMOVE AND LEGALLY DISPOSE OF EXISTING WEEDS OR NEW YORK STATE LISTED INVASIVE SPECIES FROM THE SITE PRIOR TO PLANTING. 11. REFER TO SITE GRADING PLAN FOR FINISH GRADES. 12. THE CONTRACTOR IS RESPONSIBLE FOR COMPLETELY MAINTAINING THE WORK (INCLUDING BUT NOT LIMITED TO: WATERING, MULCHING, SPRAYING, FERTILIZING, ETC.) OF ALL PLANTINGS UNTIL TOTAL ACCEPTANCE OF THE WORK BY THE OWNER. 13. CONTRACTOR WILL STAKE OR MARK ALL PLANT MATERIAL LOCATIONS PRIOR TO INSTALLATION. CONTRACTOR SHALL HAVE THE OWNER'S REPRESENTATIVE APPROVE ALL STAKING PRIOR TO INSTALLATION.

ST

F NEW Y EO O T A .K

EER

J

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17. PERMANENT SEEDING SEASON RUNS FROM APRIL 30TH TO JUNE 1ST AND SEPTEMBER 1ST TO OCTOBER 31ST. SEEDING AND MULCHING MUST BE DONE WHENEVER WORK IS COMPLETE REGARDLESS OF THE SEASON. WHENEVER SEEDING AND MULCH IS INSTALLED OUTSIDE THE PERMANENT SEEDING SEASON, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLANTING AND MULCHING ANY AREAS WHERE GROWTH HAS NOT BECOME ESTABLISHED DURING THE NEXT PERMANENT SEASON.

GIN

LICEN

16. SODDED AREAS SHALL BE INSTALLED PER SUPPLIER'S INSTALLATION INSTRUCTIONS.

W

II

15. REFER TO PLANTING PLAN AND PLANTING DETAILS FOR GROUND COVER REQUIREMENTS.

N OH

RK

14. THE LANDSCAPE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL WORK (MAINTENANCE GUARANTEE) FOR A PERIOD OF THREE YEARS BEGINNING AT THE DATE OF SUBSTANTIAL COMPLETION. CONTRACTOR SHALL MAKE ALL CORRECTIONS PROMPTLY (AS PER DIRECTION OF ARCHITECT).

D

PR

084736

EN

NOTES:

O F E SS I O NA L

18. IT IS THE CONTRACTORS RESPONSIBILITY TO SUBMIT AND OBTAIN THE REVIEW AND APPROVAL FROM THE LOCAL GOVERNMENT AGENCY THAT HAS JURISDICTION OVER THE LANDSCAPE IMPROVEMENTS INCLUDED IN THIS SET OF DRAWINGS.

PLANT SCHEDULE

LICENSE NO. NY #084736

Abbrv.

Scientific Name

CA

Calamagrostis x acutiflora 'Karl Foerster' Karl Foerster Calamagrostis

#1 Pot

3-4' o.c.

29

100%

RA

Rhus aromatica 'Gro-Low' Spiraea nipponica 'Snowmound' Ilex glabra 'Densa'

Grow Low Fragrant Sumac

#3 Pot

3-4' o.c.

11

42%

Spiraea Snowmound

#3 Pot, 1-2' H/W

As Shown

7

27%

Inkberry

#5 Pot, 2-3' H

5' o.c.

8

31%

October Glory Red Maple

B&B, 3" Cal.

As Shown

1

10%

Common Hackberry

B&B, 2" Cal.

As Shown

1

10%

LS

Acer rubrum'October Glory' Celtis occidentalis Liquidambar styraciflua

Sweetgum

B&B, 3" Cal.

As Shown

1

10%

TO

Thuja occidentalis 'Art Boe'

Northern White Cedar

B&B, 7-8' Ht.

5' o.c.

7

70%

Size/Form

Common Name

Spacing

Quantity

%

Grasses:

3

NOTES:

2

TREE PLANTING

NOTES:

HERBACEOUS PERENNIAL / ORNAMENTAL GRASS PLANTING

LANDSCAPE BED WITH EDGING NOTES:

PL UE

PL

PL

PL

PL

PL

UE

UE

UE

C

C

C

PL

UE C

UE C

UE

C

S

ST

ST

HERBACEOUS PERENNIAL / ORNAMENTAL GRASS PLANTING, TYP., SEE DETAIL 2/C5 W W

UE

ST

OHE

ONE WAY

STOP

C

PL

4

ST

1

GRASS/LAWN (TOPSOIL, SEED AND MULCH / SOD)

W

W

S

S

W

CO

CO

CO

S

CO

5

SHRUB PLANTING

ST SHRUB PLANTING, SEE DETAIL 5/C5

STOP

ST

PL

PL

PL

PL

OHE

STOP

LANE 1 LANE 2

LANDSCAPE BED WITH EDGING, TYP., SEE DETAIL 4/C5

GRASS/LAWN (TOPSOIL, SEED AND MULCH / SOD, SEE DETAIL 1/C5

S

PL

CO

OHE

PL

C

ST

W

S

COOLER / STORAGE SLAB ELEV: 413.83

ST

PL

PL

PL JOHN W KELLY PE ENGINEERING D.P.C.

TREE PLANTING, SEE DETAIL 3/C5 O

OHE

ST O

6

925 HARD ROAD WEBSTER, NY 14580

CO

WEBSTER, NY

AR

7 BREW COFFEE

Trees:

Call 811 20'

10'

0

LANDSCAPE PLAN

20'

In New York City or Long Island

newyork-811.com Outside New York City or Long Island

digsafelynewyork.com

1070 W. SYCAMORE ST SPRINGFIELD, MO 65810 Ph: 417-888-0645 Fax: 417-888-0657

COA# 017476 EXPIRES: 06/30/2026

C5 LANDSCAPE PLAN

OHE

OHE

ST

HATCH LEGEND:

S

ASPHALT PAVEMENT PER DETAIL 2.06, SHEET C7.1.

=

CONCRETE SIDEWALK PER SIDEWALK DETAIL 2.02, SHEET C7.1.

=

CONCRETE PAVEMENT PER CONCRETE PAVEMENT DETAIL 2.03 AND 2.05, SHEET C7.1.

=

COOLER/STORAGE PAD PER STRUCTURAL PLANS.

S

OHE

ST

S

=

D

1

ST ' 00 . 5

R1

PL

CO

ST

12.50'

5.50'

S

S

CO

S

16

R3

0' R1.0

2.0

0'

OHE

12.50' 2.00'

ST 15

PL

PL

PL

PL

PL

PL

14

S CP #1091T

ALIGN 4" SOLID BLUE CROSS WALK MARKER WITH SLIDING DOOR PANEL AT FRONT OPENING.

5

4-INCH SOLID BLUE PAVEMENT MARKER, TYPICAL. MIDLINES SPACE AT 24" O.C.

6

48-INCH TALL "LANE #" PAINTED IN WHITE.

7

4-INCH SOLID WHITE PAVEMENT MARKER FOR PARKING, TYPICAL.

8

"NO PARKING" PAINTED IN ACCESS AISLE, ALL CAPITAL LETTERS < 12-INCH HEIGHT LETTERS, 2-INCH STROKE.

9

12" SOLID WHITE STOP BAR WITH 48-INCH TALL "STOP" TEXT PAINTED IN WHITE.

10

24-INCH TALL "ONE WAY" PAINTED IN WHITE.

11

ADA VAN ACCESSIBLE SIGN PER DETAIL 6.03, SHEET C7.1.

12

ONE WAY DO NOT ENTER SIGN PER DETAIL 6.04, SHEET C7.2.

13

STOP SIGN PER DETAIL 6.04, SHEET C7.2.

14

DIRECTIONAL SIGN.

15

PYLON SIGN.

16

4-INCH SOLID WHITE PAVEMENT MARKER, TYPICAL. MIDLINES SPACE AT 24" O.C.

1

O

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W

YI

PR

084736

O F E SS I O NA L 2026.03.19 16:47:13-05'00'

37"

OHE

D

N OH

John W Kelly PE SE

O ST

F NEW Y EO O T A .K

D

PL

4

SE

ST

12" SOLID RED STOP BAR WITH 48-INCH TALL "STOP" TEXT PAINTED IN RED.

LI CEN

STOP

3

2

3

II

228.07' ST

SOLID WHITE TRIPLE ARROW PAVEMENT MARKER, PER DETAIL 6.02 THIS SHEET.

RK

24.00' TYP

S

4 3

STOP

6

CO

16 R1 5 CO CO .00 '

2

W

HARD ROAD

183.51'

LANE 1 LANE 2

6

W

2

11 16

W

(MINOR COLLECTOR - 66' RIGHT-OF-WAYS)

9.0 0'

137.73'

16

W

C

9.0 0'

W

ST

25

.20

21.82'

'

5

W

S

COOLER / STORAGE SLAB ELEV: 413.83

7

4.00'

1 9.0 0'

UE C

OHE

8 12

ST

UE

C

E ER

C UE

20.68'

ST

0' R1.0

14.00'

48.00' TYP

UE C

S

2

C

BLUE PAINTED ADA ACCESSIBLE PARKING SYMBOL PER DETAIL 6.01 THIS SHEET.

GIN

UE C

1

PL

EN

UE C

ONE WAY

9

STOP

UE 10

PL UE

J

PL

ST

PL

ST

PL

OHE

PL

PL

PL

R 32 .0 0'

PL

13

ST

LICENSE NO. NY #084736

OHE

48"

39"

REVISION:

1

03-19-2026

TOWN REVIEW

30.75"

DYNAMIC "ACCESSIBILITY SYMBOL"

6.01 SCALE: NONE

2'-10"

PARKING LOT STRIPING COLORS & PAINT 1'-5"

1'-4"

1'-5"

1'-0"

PMS 000C

1'-0"

R: 255 G: 255 B: 255

1'-0"

133°

PMS 185C

2'-10" DIRECTOR OF OF COMMUNITY DEVELOPMENT

PLANNING BOARD CHAIRPERSON

DATE

FIRE MARSHALL

DATE

TOWN OF WEBSTER SEWER DISTRICT

DATE

TOWN ENGINEER

DATE

TOWN OF WEBSTER HIGHWAY SUPERINTENDENT

DATE

TOWN OF WEBSTER ASSESSOR

DATE

MONROE COUNTY WATER AUTHORITY

DATE

R: 214 G: 42 B: 52 HEX: d62a34

PARKING LOT STRIPING COLORS & PAINT

6.02 SCALE: NONE

JOHN W KELLY PE ENGINEERING D.P.C.

Call 811 0

10

20

In New York City or Long Island

newyork-811.com Outside New York City or Long Island

digsafelynewyork.com

1070 W. SYCAMORE ST SPRINGFIELD, MO 65810 Ph: 417-888-0645 Fax: 417-888-0657

COA# 017476 EXPIRES: 06/30/2026

925 HARD ROAD WEBSTER, NY 14580

WEBSTER, NY

93°

1'-0"

APPROVALS

R: 0 G: 83 B: 177

7 BREW COFFEE

1'-0"

PMS 2935C

C6.1 STRIPING PLAN

R20' FLOW

TOOLED EDGE

FINISHED GRADE PER GRADING PLAN

SEE NOTE

FINISHED GRADE PER GRADING PLAN

FLOW

6" GALV. STEEL PIPE FILLED WITH CONCRETE (PAINT "7 BREW BLUE")

6x6 W1.4xW1.4 WWF

R1"

2"-3" COURSE AGGREGATE MINIMUM 6" THICK

VARIES 0" TO 6" SEE SITE PLAN

25' MIN.

4"

EXISTING STREET

ROUND TOP OF CONCRETE

8"

VARIES, SEE SITE PLAN 4"

SLOPE GROUT AWAY FOR POSITIVE DRAINAGE

FLOW

PAVEMENT SECTION PER DETAIL

FINISHED GRADE

1'-6"

50' MIN.

PLAN

COMPACTED GRAVEL BASE

#4 BARS, CONT. T&B #3 TIES @ 4' O.C.

SEE SITE PLAN FOR PAVEMENT TYPE

8" COMPACTED SUBGRADE

4'-0"

(6) #6 BARS VERT

3.

WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN.

2.04 SCALE: NONE

CURB FACE SHALL HAVE A CLEAN, SMOOTH FINISH; FREE OF BUMPS, HONEYCOMB, AND VOIDS.

2'-0"

CONCRETE CURB DETAIL

PIPE BOLLARD

2.01 SCALE: NONE

2.09 SCALE: NONE

TEMPORARY CONSTRUCTION ENTRANCE

1.01 SCALE: NONE

#4 BARS @ 18" O.C. EACH WAY OR 6 X 6 W4.0 X W4.0 WWF

PORTLAND CEMENT CONCRETE PAVEMENT 12" X 18" PAINTED SIGN WITH ACCESSIBLE LOGO & LETTERS (PROVIDE AT ALL LOCATIONS INDICATED ON SITE PLAN)

8"

STAKE ON 10' LINEAL SPACING

ADDITIONAL 'VAN ACCESSIBLE' SIGN (PROVIDE AT ALL LOCATIONS INDICATED ON SITE PLAN)

4" 6x6 W1.4xW1.4 WWF

12"

WATER FLOW

CONTROL OR EXPANSION JOINT SPACE PER SIDEWALK DETAIL

4" MIN.

AGGREGATE BASE COURSE PER DOT SPECIFICATIONS

TOOLED EDGE/JOINT

NOTES:

PLAN VIEW

1.

PROVIDE CONTROL JOINTS @ 5' O.C. MAX. OR WIDTH OF SIDEWALK. SEE JOINT DETAIL.

2.

PROVIDE EXPANSION JOINTS @ 20' O.C. MAX. & AS INDICATED ON SITE PLAN.

3.

WHERE WALK ABUTS ANOTHER WALK, CONCRETE CURBS, DRIVEWAYS AND SIMILAR STRUCTURES, PROVIDE 1/2" EXP. JOINT W/ FIBER BOARD AND SELF-LEVELING SEALANT.

1.

SEE CONCRETE PAVEMENT JOINT DETAILS AND NOTES.

2.

CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI AND BE PLACED WITH A MAXIMUM SLUMP OF 4 INCHES PER GEOTECHNICAL ENGINEERING REPORT IF AVAILABLE.

3.

2"X2" WOODEN STAKE AT 60° ANGLE 3" - 4"

FILTER SOCK (12"-18" TYPICAL)

KEY ALL CONSTRUCTION JOINTS.

5.

PROVIDE NON-SLIP LIGHT BROOM FINISH.

NOTES:

6.

MAXIMUM SIDEWALK CROSS SLOPE SHALL BE 2%. MAXIMUM SLOPE OF SIDEWALK IN DIRECTION OF TRAVEL SHALL BE 5%.

1.

LIGHT BROOM FINISH

J 8" DIA. CONCRETE BASE

12" ±

ALL MATERIALS SHALL MEET THE CURRENT DOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.

2026.02.02 15:43:40-06'00'

3'-0"

CONCRETE PAVEMENT 2.05

LICENSE NO. NY #084736

8"

FINISH PLAN

EXPANSION JOINTS @ 20'-0" O.C.

5'-0" O.C. TOOLED OR FORMED CONTROL JOINT DO NOT SAW CUT

O F E SS I O NA L

ENGINEER OF RECORD:

6"

5'-0" O.C.

FINISHED GRADE

CONTRACTOR SHALL TOOL EDGES AND JOINTS AS SHOWN THEN LIGHTLY BROOM FINISH ENTIRE SIDEWALK SURFACE.

SECTION

SECTION VIEW

084736

4.

WATER FLOW

PR

John W Kelly PE SE

AREA TO BE PROTECTED

WORK AREA

D

AGGREGATE BASE

SE

COMPACTED SUBGRADE

5'-0" TO BOTTOM OF LOWEST SIGN

1-1/2" X 3-1/16" C-CHANNEL SET IN CONCRETE

NOTES:

FILTER SOCK

WORK AREA

YI

LI CEN

AREA TO BE PROTECTED

SUBGRADE COMPACTED TO 95% STANDARD PROCTOR DENSITY AS DETERMINED BY ASTM D 698

E LL

W

II

4" MIN.

N OH

RK

SLOPE TO PREVENT PONDING (MAX 2%)

F NEW Y EO O T A .K

E ER

WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY.

1.

1'-0"

CONCRETE FOOTING

GIN

2.

CONCRETE STOOP/WALK EDGE

NOTES:

EN

THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT.

ST

1.

1/2" EXPANSION JOINT #3 TIES @ 12" O.C. TOP 3 SPACED @ 6" O.C.

EXPANSION JOINT FILLER WITH JOINT SEALANT. CONFORM TO ASTM D-1752

ADA ACCESSIBLE SIGN DETAIL

EXPANSION JOINTS @ 20'-0" O.C.

AGGREGATE BASE COURSE PER DOT SPECIFICATIONS

6.03 SCALE: NONE

ASPHALT COURSES PER DOT SPECIFICATIONS

1/4" RADIUS 1/2" 4"

2. FILTER SOCK DEPICTED IS FOR MINIMUM SLOPES. GREATER SLOPES MAY REQUIRE LARGER SOCKS PER ENGINEER. CROSS SECTION PER SIDEWALK DETAIL

CROSS SECTION PER SIDEWALK DETAIL

3. COMPOST MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED BY ENGINEER.

8"

COMPOST FILTER SOCK DETAIL

1.02 SCALE: NONE

SUBGRADE COMPACTED TO 95% STANDARD PROCTOR DENSITY AS DETERMINED BY ASTM D698

CONTROL JOINT

EXPANSION JOINT

10' MINIMUM

ASPHALT PAVEMENT

SIDEWALK DETAILS 2.02

SANDBAGS OR EARTHEN BERM

2.06 SCALE: NONE

JOINT SEALANT STRAW BALES 3/8" TOOLED JOINT

1-1/2"

#5 DEFORMED BAR, 30" LONG AT 30" O.C.

T/4

APPROVALS

PLUG OR SEAL (SEE SPECS) FINISHED FLOOR = 413.83

T/2

TOP OF CONCRETE = 413.79

1/8" GROOVE

T

TOP OF FOOTING WALL = 412.91

DIRECTOR OF OF COMMUNITY DEVELOPMENT

DATE

PLANNING BOARD CHAIRPERSON

DATE

FIRE MARSHALL

DATE

TOWN OF WEBSTER SEWER DISTRICT

DATE

TOWN ENGINEER

DATE

TOWN OF WEBSTER HIGHWAY SUPERINTENDENT

DATE

TOWN OF WEBSTER ASSESSOR

DATE

MONROE COUNTY WATER AUTHORITY

DATE

PLASTIC LINER

STRAW BALES

DOWELED CONSTRUCTION JOINT

CONTRACTION JOINT SEALANT DETAIL

1.

CONSTRUCTION JOINTS SHALL BE PLACED AS REQUIRED BY THE CONTRACTOR.

2.

EXPANSION JOINTS SHALL BE PLACED WHERE CONCRETE ABUTS STRUCTURES OR EXISTING PAVEMENT AND AT 45 FEET ON CENTER, EACH DIRECTION (OR AS SHOWN ON PLAN).

3.

CONTRACTION JOINTS SHALL BE PLACED AT 15 FEET MINIMUM SPACING IN EACH DIRECTIONS.

CONCRETE WASHOUT

SIGNAGE

CONTRACTION JOINT SEALANT DETAIL

T

TOP OF FOOTING = 408.91 3/4" PREMOLDED EXPANSION MATERIAL

FILL TOP 1" JOINT SEALANT

SANDBAGS OR EARTHEN BERM

SECTION VIEW

SAWED CONSTRUCTION JOINT

EXPANSION JOINT

WALL ELEVATION SECTION DETAIL

2.07 SCALE: NONE

CONCRETE WASHOUT 1.03 SCALE: NONE

CONCRETE FOOTING & FOUNDATION WALL

925 HARD ROAD WEBSTER, NY 14580

3/4" ± 1/8"

WEBSTER, NY

3/8" TOOLED JT. W/ JOINT SEALANT

10 MIL PLASTIC LINER

7 BREW COFFEE

1/8"

1/8" R

t/4

VARIES

1/2" ± 1/8"

CONCRETE PAVEMENT JOINT DETAILS

2.03 SCALE: NONE

JOHN W KELLY PE ENGINEERING D.P.C.

1070 W. SYCAMORE ST SPRINGFIELD, MO 65810 Ph: 417-888-0645 Fax: 417-888-0657

COA# 017476 EXPIRES: 06/30/2026

C7.1 DETAILS

CURB INLET

18"X18"X6" SQUARE CONCRETE PAD CAST IRON LID, MARKED SEWER. CENTER IN CONCRETE PAD

STANDARD CURB & GUTTER

0.75" CHAMFER (WHERE INSTALLED IN PAVED AREAS, SET FLUSH WITHOUT CHAMFER)

FINISHED GRADE

LIMITS OF ROOT BALL DOWNSPOUT

BACK OF CURB

TRUNK OF TREE

5'-0" CURB & GUTTER TAPER

DOUBLE STRAND NO. 12 GAUGE GALVANIZED WIRE PVC DOWNSPOUT SHOE WITH UV PROTECTION, PAINT TO MATCH DOWNSPOUT, PER ARCHITECTURAL. 2"x 2"x 8' PRESSURE TREATED WOOD STAKE

1" TYP.

SCREW OFF CAP FINISH GRADE. SLOPE AWAY FROM BUILDING 2 PIECES OF REINFORCED RUBBER HOSE

BEDDING PER DETAIL

ADS N-12 DRAIN PIPE. SEE PLANS FOR PIPE SIZE

4"X8"X16" SOLID CONCRETE BLOCK

CUT AND REMOVE ALL BINDINGS FROM BASE OF TREE

SANITARY SEWER CLEANOUT DETAIL

DO NOT LEAVE ANY BACKFILL SOIL MIXTURE ON TOP OF ROOT BALL

2"x6' METAL "T" POST OR APPROVED EQUAL DRIVEN INTO UNDISTRUBED SOIL

'ONE WAY DO NOT ENTER' R6-2A

3" MULCH

ONE WAY

2

1'-0" CURB & GUTTER TAPER

GRADE AT WHICH TREE WAS GROWN IN NURSERY.

4" SOIL SAUCER

DO NOT

INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH RAINFALL EVENT. SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY.

1-1/2" X 3-1/16" C-CHANNEL SET IN CONCRETE

12" MIN.

STAKES ON 10' LINEAR SPACING

IT

D E T

J 5'-0"

8" DIA. CONCRETE BASE

D

CONCRETE CURB CUT DETAIL

2.18 SCALE: NONE

SE

CURB INLET SEDIMENT BARRIER DETAIL 1.04

6"-8" TOPSOIL

'STOP SIGN' R1-1

2'-0" CURB & GUTTER

24" DEPTH

4.

4" MIN.

BACKFILL WITH COMPACTED TOP SOIL

3'-0"

6"

2.LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF TREE STABILIZATION AT THE END OF THE SECOND GROWING SEASON.

2

TREE PLANTING DETAIL

5.01 SCALE: NONE

SHAPE OF SHRUB IN THIS DRAWING NOT TYPICAL OF ALL VARIETIES.

2" MIN. SELECTIVELY PRUNE ALL BROKEN, WEAK OR DISEASED BRANCHES.

1.

WHEEL STOPS TO BE PLACED 2' BACK AS SHOWN ABOVE, CENTERED IN THE PARKING STALL.

2.

CONCRETE TO BE 3,000 P.S.I. WITH FIBER MESH REINFORCING.

#3 BAR (TYP.)

SS RO IS C X E ) MA LOP .0% 2 S ( 0 1:5

REMOVE CONTAINER FROM AROUND ROOT BALL IF B & B, LEAVE BURLAP ON BALL BUT CUT NYLON CORD FROM BASE OF PLANT. IF NON-DEGRADABLE BURLAP IS USED, PULL PLASTIC BACK FROM TOP OF ROOT BALL AFTER PLANT IS PLACED IN HOLE

BACK FILL MIXTURE SEE SPECIFICATIONS FOR COMPOSITION

IF PLANT IS IN LARGE AREA, DO NOT BUILD SAUCER

CONCRETE WHEEL STOP DETAIL 2.19 SCALE: NONE

MULCH & WATER ENTIRE BED, AFTER PLANTING IS COMPLETE

CURB LINE

6" MIN. EQUALS TWICE DIAMETER OF ROOT BALL

ENSURE THAT THE INSIDE EDGE OF CURVED RAMPS MAINTAIN AN 8.33% SLOPE MAXIMUM.

2.

THE COUNTER SLOPE OF THE GUTTER OR STREET AT THE FOOT OF CURB RAMP RUNS, BLENDED TRANSITIONS AND TURNING SPACES SHALL BE 5% MAXIMUM.

TYPE 3 CURB RAMP DETAIL

* MAINTAIN MINIMUM 36" COVER OVER SANITARY SEWER MAINS, 42" OVER WATER MAINS, AND 24" OVER WATER AND SEWER SERVICE LINES. COVER OVER STORM SEWER VARIES PER PLAN, MINIMUM 1.0'. 4" MIN. (BOTH SIDES)

3" WIDE PLASTIC IDENTIFICATION TAPE, WITH THE WORD "SEWER" OR "WATER" PRINTED ON IT, AS APPROPRIATE. TRACER WIRE OVER ALL WATER AND SEWER MAINS AND LATERALS PER SPECIFICATIONS.

MA 1:1 X S 2 ( LO 8.3 PE 3% ) CURB LINE

SAWED JOINT TYP, BOTH SIDES WHEN PAVEMENT IS EXISTING.

COMPACT SUBGRADE TO 95% STANDARD

6" MIN.

GRANULAR BEDDING MATERIAL (SEE NOTES BELOW)

FULL DEPTH GRANULAR BEDDING MATERIAL PER TYPICAL PIPE INSTALLATION DETAIL.

4" MIN.

MIN. 4'-0" DICATED IN SE ESS UNL THERWI O

SIEVE SIZE 1" 1 2" NO. 4 NO. 10 NO. 200

TRENCH WIDTH SEE TYPICAL PIPE INSTALLATION

% PASSING 100 55-90 8-40 0-15 0-4

DIRECTOR OF OF COMMUNITY DEVELOPMENT

DATE

PLANNING BOARD CHAIRPERSON

DATE

FIRE MARSHALL

DATE

TOWN OF WEBSTER SEWER DISTRICT

DATE

TOWN ENGINEER

DATE

TOWN OF WEBSTER HIGHWAY SUPERINTENDENT

DATE

TOWN OF WEBSTER ASSESSOR

DATE

MONROE COUNTY WATER AUTHORITY

DATE

6" MIN.

GRANULAR BEDDING MATERIAL SHALL BE CRUSHED STONE OR GRAVEL CONFORMING TO THE REQUIREMENTS OF ASTM D 2321 FOR CLASS I MATERIALS, EXCEPT WITH THE FOLLOWING GRADATION:

TYPE 4 CURB RAMP DETAIL

2.14 SCALE: NONE

APPROVALS

FINISHED GRADE

2.13 SCALE: NONE

VARIABLE HEIGHT CURB TYPICAL BOTH SIDES

TYPICAL PAVEMENT SECTION PER DETAILS (SEE NOTE 1).

COMPACTED BACKFILL AS SPECIFIED (MOUND AS SHOWN)

925 HARD ROAD WEBSTER, NY 14580

5.02 SCALE: NONE

WEBSTER, NY

SHRUB PLANTING DETAIL

CURB AND GUTTER

7 BREW COFFEE

MA X 1:5 SLO 0( 2% PE )

4" CEDAR BARK MULCH (OR APPROVED EQUAL) ROOT BALLS GREATER THAN 2' IN DIAMETER SHALL SIT ON MOUND OF UNDISTURBED SOIL.

4" MIN.

7-1/2"

TOP OF ROOT BALL SHOULD BE 1"-2" ABOVE GRADE

NOTES:

2-1/2"

VARIABLE HEIGHT CURB

TOWN REVIEW

5-1/2"

MA 1 :1 X S 2 ( LO 8.3 PE 3% )

04-09-2026

8"

STORM INLET PROTECTION DETAIL

CURB AND GUTTER

O F E SS I O NA L

LICENSE NO. NY #084736

REVISION:

TYPICAL SIGN POST DETAIL 6.04

2'

1.05 SCALE: NONE

ITE ES SE LAN P

084736

2026.04.09 16:29:36-05'00' JOHN W. KELLY III - ENGINEER PE# 084736

CENTER OF STALL

INSTALL COMPOST FILTER SOCK FOR INLET PROTECTION. COMPOST FILTER SOCK TO SURROUND STORM INLET TO PROVIDE ADEQUATE PROTECTION FROM SEDIMENT, DEBRIS & INFILTRATION INTO INLET. SEE COMPOST FILTER SOCK DETAIL FOR INSTALLATION.

PR

EQUALS TWICE THE DIAMETER OF ROOT BALL

6'

COMPOST FILTER SOCK

NATIVE OR COMPACTED SUB GRADE

12" MIN.

12" MIN.

YI

ENGINEER OF RECORD:

FINISHED GRADE

3/4" DIA. HOLE (TYP.)

E LL

John W Kelly PE SE

OM

STORM INLET TO BE PROTECTED

W

LI CEN

LEAVE ONE BAG GAP IN THE TOP ROW TO PROVIDE A SPILLWAY FOR OVERFLOW.

N OH

II

ENTER

3.

F NEW Y EO O T A .K

RK

BAGS, OF EITHER BURLAP OR WOVEN GEOTEXTILE FABRIC, ARE FILLED WITH GRAVEL, LAYERED AND PACKED TIGHTLY.

NO. 12 GAUGE VINYL COATED GALVANIZED WIRE (SEE PLAN ABOVE) OR APPROVED EQUAL

4.06 SCALE: NONE

4.02 SCALE: NONE

1'-0" CURB & GUTTER TAPER

2 PIECES OF REINFORCED RUBBER HOSE

ST

CROSS SECTION

REMOVE ENOUGH WHOLE BRANCHES (NOT ALL END TIPS) TO REDUCE FOILAGE BY ONE-THIRD.

DOWNSPOUT CONNECTION

STANDARD CURB & GUTTER

CURB INLET

PLAN

TEE

PVC LATERAL

SECTION VIEW

2.

6" SCH. 40 PVC PIPE OR 6" ADS N-12 ST. OR EQUAL.

GRAVEL FILLED BAGS STACKED & TIGHTLY PACKED

1.

LIMITS OF TREE PIT

E ER

CURB TRANSITION DETAIL 2.15

ELBOW

GIN

2'-0" CURB & GUTTER

SPILLWAY LOCATION FOR CURB INLETS IN SUMPS, FOR ON GRADE CURB INLETS PLACE SPILLWAY ON THE UP STREAM SIDE OF CURB INLET.

SOIL SAUCER BUILDING WALL

GRAVEL FILLED BAGS STACKED AND TIGHTLY PACKED

PVC LONG SWEEP AT END OF LINE INSTALLATIONS. PVC TWO WAY CLEANOUT FITTING AT IN-LINE INSTALLATIONS

EN

END OF CURB & GUTTER

INCREASE ASPHALT PAVEMENT SECTION THICKNESS BY 1.5 TIMES THE RECOMMENDED PAVEMENT THICKNESS WHERE PIPES ARE TO BE INSTALLED UNDER EXISTING PAVEMENT.

UNDER PAVEMENT

TYPICAL

PIPE INSTALLATION 4.01 SCALE: NONE

JOHN W KELLY PE ENGINEERING D.P.C.

1070 W. SYCAMORE ST SPRINGFIELD, MO 65810 Ph: 417-888-0645 Fax: 417-888-0657

COA# 017476 EXPIRES: 06/30/2026

C7.2 DETAILS

18"X18"X6" SQUARE CONCRETE PAD CAST IRON LID. CENTER IN CONCRETE PAD

0.75" CHAMFER (WHERE INSTALLED IN PAVED AREAS, SET FLUSH WITHOUT CHAMFER)

FINISHED GRADE

SCREW OFF CAP

PVC LONG SWEEP AT END OF LINE INSTALLATIONS. PVC TWO WAY CLEANOUT FITTING AT IN-LINE INSTALLATIONS

BEDDING PER DETAIL

PVC LATERAL 4"X8"X16" SOLID CONCRETE BLOCK

STORM SEWER CLEANOUT DETAIL

E LL

W

YI

D

PR

084736

O F E SS I O NA L

John W Kelly PE SE

2026.04.09 16:30:42-05'00'

FLUSH CONCRETE CURB

6"

#2 ROUND STONE OVER GEOFABRIC

EN

SE

GIN

LI CEN

E ER

N OH

II

J

ST

F NEW Y EO O T A .K

RK

4.03 SCALE: NONE

PAVEMENT

1'-6"

1'-0"

LICENSE NO. NY #084736

GEOFABRIC 8 OZ. HEAT WELD 6" OVERLAP SEAMS

2 PERFORATE DRAIN PIPE WRAPPED IN 8 OZ. GEOFABRIC HEAT WELD 4" OVERLAP SEAMS

04-09-2026

TOWN REVIEW

COMPACTED SUBGRADE

FLUSH CURB - SNOW STACK AREA

4.09 SCALE: NONE

18"X18"X6" SQUARE CONCRETE PAD CAST IRON LID, MARKED SEWER. CENTER IN CONCRETE PAD

0.75" CHAMFER (WHERE INSTALLED IN PAVED AREAS, SET FLUSH WITHOUT CHAMFER)

4" DRAIN PIPE 6"

#2 ROUND STONE OVER GEOFABRIC

FINISHED GRADE

6" CANT PREPARED EARTH

1.5'

SCREW OFF CAP

2.00'

6"X2'X1.5' CONCRETE ANTISEEP COLLAR

PVC LATERAL FLOW PATH

925 HARD ROAD WEBSTER, NY 14580

PREPARE SUBGRADE COMPACT

WEBSTER, NY

7 BREW COFFEE

4" PERFORATE DRAIN PIPE

SUB-DRAIN ANTISEEP & CLEANOUT DETAIL

4.10 SCALE: NONE

JOHN W KELLY PE ENGINEERING D.P.C.

1070 W. SYCAMORE ST SPRINGFIELD, MO 65810 Ph: 417-888-0645 Fax: 417-888-0657

COA# 017476 EXPIRES: 06/30/2026

C7.3 DETAILS