7 Brew Coffee Hard Rd Webster Ny Concept Plan Review Plan Set 292026

SITE DEVELOPMENT PLANS FOR

WEBSTER, NY (TBD) HARD ROAD WEBSTER, NY 14580 PROJECT NUMBER: PROJECT NUMBER: 91.193

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

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

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

2026.02.02 15:43:07-06'00'

HOLT RD

SITE PLAN

DEVELOPER:

YI

GIN

-

E LL

W

LI CEN

TOPOGRAPHIC SURVEY

N OH

EN

PROVIDER

J

UTILITY

II

NUMBER

F NEW Y EO O T A .K

RK

SHEET NAME

ST

SHEET INDEX

PUBLISHERS PKWY

LICENSE NO. NY #084736

IT -

EQUO

IROND

NTY E COU WAYN

EXPY

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

VD 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.

WEBSTER, NY

NS BL

OMMO

E RD RIDG

7 BREW COFFEE

PROJECT LOCATION

TER C

HARD RD

WEBS

FIVE MILE LINE RD

104

C0.0 COVER SHEET

EQUIPMENT AND FIXTURE SCHEDULE

EQ-1

EQ-1.2 #9

#2

1

PRODUCT

NORLAKE / KOLPAK / APPROVED EQ

PRODUCT NO.

WALK-IN CONDENSER DISPENSER

WTH20

EQ-3

1

LA MARZOCCO

ESPRESSO MACHINE

LINEA PB (AV) - 3

EQ-4

2

LA MARZOCCO

ESPRESSO MACHINE

LINEA PB (AV) - 4

EQ-5

2

MANITOWOC

ICE MAKER HEADS

IYF 1800 C

ICE MAKER BIN

1.

B, F

2.

B, F

CPB100JC-E-4-EV

GRINDMASTER

MANITOWOC

NOTES

675 CUBIC SF

1

1

SIZE

REMOTE WALK-IN COOLER

EQ-2

EQ-6

#3

1

MANUFACTURER

4.

A

LB 1760

60"

EQ-7

27

TORRANI

SYRUP RACK

C

EQ-8

3

VITAMIX

BLENDER

C, H

#10

4

(A) SS 36" X 36" X 37" (B) SS 36" X 60" X 66" (C) SS 12" X 33" X 80" (D) SS 14" X 18" X 36"

STAINLESS STEEL STORAGE SHELVING

BUILDING MANUFACTURER

EQ-10

2

SPACEMAN

CHILLER MACHINE

6695-C

EQ-10.1

1

PROVIDED BY CMC

STAND/ ROLLING CART

CART - 550

EQ-11

3

MAZZER

COFFEE BEAN GRINDER

ROBUR S NERO

EQ-12

1

MAZZER

DECAF COFFEE BEAN GRINDER

SUPER JOLLY PRO V (E) NERO

B, D, G

EVERY EFFORT HAS BEEN MADE TO ASSURE ACCURATE CONSTRUCTION DOCUMENTS, BUT IF A CONFLICT EXISTS THE GENERAL CONTRACTOR SHALL CONTACT THE ARCHITECT IMMEDIATELY FOR CLARIFICATION. THESE DOCUMENTS INDICATE THE DESIGN INTENT AND IF EXISTING CONDITIONS ARE IN CONFLICT THE GENERAL CONTRACTOR SHALL CONTACT THE ARCHITECT IMMEDIATELY FOR CLARIFICATION.

ALL SIGNAGE AND MOUNTING DEVICES SHALL BE PROVIDED, AND ALL SIGNAGE APPOVALS OBTAINED, BY OWNERS SIGN CONTRACTOR. GENERAL CONTRACTOR SHALL PROVIDE ELECTRICAL POWER AS REQUIRED AND INSURE SUFFICIENT SPACE AND CLEARANCE IS PROVIDED FOR PROPER INSTALLATION. SIGNAGE CONTRACTOR SHALL APPLY FOR AND SECURE ALL APPROVALS REQUIRED BY ALL LOCAL GOVERNING AGENCIES AND SUPPLY ANY DRAWINGS OR GRAPHIC REPRESENTATIONS REQUIRED BY LANDLORD. ALL CONCEALED WOOD BLOCKING USED IN CONSTRUCTION SHALL BE FIRE-RETARDENT TREATED (IF APPLICABLE).

7.

GENERAL CONTRACTOR SHALL PERFORM AND/OR CAUSE TO BE PERFORMED ALL WORK IN A FIRST-CLASS WORKMANLIKE MANNER AND IN ACCORDANCE WITH EACH TRADE'S ESTABLISHED PROCEDURES AND MANUFACTURER'S RECOMMENDATIONS FOR PRODUCT USE AND INSTALLATION.

8.

ALL PRODUCTS USED ON THIS PROJECT SHALL BE FIRST QUALITY, NEW AND FREE OF ASBESTOS OR OTHER ENVIRONMENTALLY UNSAFE SUBSTANCES.

9.

GENERAL CONTRACTOR SHALL CONTACT ARCHITECT PRIOR TO CONSTRUCTION START DATE TO CONFIRM THAT HE/SHE HAS LATEST APPROVED CONSTRUCTION DOCUMENTS FOR THIS LOCATION.

#13

EQ-14

1

ATOSA

REFRIGERATED MERCHANDISER

MCF8723GR

#4

EQ-15

3

JOHN BOOS

MOBILE ICE BINS

513034 CL-24ICCAB-31

C, E

36"

B

A.

REDUCE CONSTRUCTION DUST AND AIR PARTICULATES WITH DUST CONTAINMENT SYSTEMS AND/OR SHUT OFF CIRCULATING AIR.

54"

THE FOLLOWING GUIDELINES TO BE USED BY GENERAL CONTRACTOR ARE VOLUNTARY IN NATURE. IT IS HIGHLY RECOMMENDED THAT THE GENERAL CONTRACTOR FOLLOW THESE GUIDELINES TO THE EXTENT IT IS FEASIBLE.

1

ATOSA

UNDERCOUNTER REFRIGERATOR

MGF36RGR

36"

B

B.

CHANGE HVAC FILTERS AT THE CONCLUSION OF THE JOB.

EQ-17

3

STRONGWAY

AIR CURTAIN

49947

36"

D

C.

USE LOW V.O.C. PAINTS, ADHESIVES, SEALANTS, ETC

#14.2

EQ-18

4

BLEND TECH

RAPID RINSER

#14.1

EQ-19

3

T&S BRASS

RINSE WELL W/ STEM

#15

EQ-21

2

QUANTUM

WALL MOUNTED SHELF

EQ-22

4

EPOXY COATED SHELVING UNIT

COOLER SHELVING

EQ-23

0

STAINLESS WALL SHELF

1

MULTI PURPOSE DRY CHEMICAL (2A:10BC) FIRE EXTINGUISHER

B B-2282-01-F05

MRS‐HS‐18(W) 1448GY

WALL MOUNTED SHELF

18" X 14" X 5"

FIRE EXTINGUISHER

PER NFPA 10

THIS BUILDING IS BEING FABRICATED IN A CONTROLLED ENVIRONMENT AND TRANSFERRED TO THE JOB SITE. THIS BUILDING WILL BE FULLY INSPECTABLE ON SITE. 3RD PARTY INSPECTIONS WILL BE PROVIDED FOR STRUCTURAL, FRAMING, BUILDING, PLUMBING AND ELECTRICAL WHILE BEING FABRICATED.

B

48" X 14"

B, E, J

(2) 24" X 48" (2) 24" X 60"

B, F

36" X 14"

B C, I

EQ-13 (BELOW)

EQ-11

EQ-7

EQ-18

EQ-19

EQ-12

EQ-4

EQ-15 (BELOW)

KNOCK BOX

EQ-17 (ABOVE)

EQ-17 (ABOVE)

101b

101c

EQ-7

EQ-9A

KNOCK BOX

SERVICE AREA 101 EQ-10.1 BELOW

EQ-3

INTERIOR FINISH CLASSIFICATION

ABET LAMINATI "STRATIFICATO"

8MM 405 WHITE 63 X 165

INTERIOR WALL FINISH

CLASS A

C1

ACOUSTIC CEILING TILE

VINYLROCK 2X4 CEILING TILE VINYL FACED

MAIN BUILDING CEILING FINISH

CLASS A

EQ-17 (ABOVE)

FINISH MATERIALS SCHEDULE

WA1

101d

EQ-15 (BELOW)

EQ-8

EQ-18

EQ-18

MP-2

METAL PANEL AND BRAKE METAL

BRAKE METAL

EQ-14

EQ-10 EQ-24

PAC-CLAD 16" METAL WALL PANEL COLOR: CITYSCAPE

TRASH ENCLOSURE GATE AND TRIM

METAL ROOF, COPING AND CANOPY COLUMNS

EQ-5 (ABOVE) EQ-9D (BELOW) EQ-5 (ABOVE)

MP-3

BRAKE METAL

MP-4

BRAKE METAL

METAL COPING AT SIDE WALLS

TRIM AT STOREFRONT

MP-5

BRAKE METAL

EQ-4 ELEVATED CUP DISPENSER

EQ-15 (BELOW)

EQ-20 RE: PLUMBING DRAWINGS

EQ-6

MP-1

EQ-19

EQ-11

KNOCK BOX

EQ-13 (BELOW)

EQ-9C

METAL SOFFIT AND METAL COPING

TOILET 102

STAINLESS STEEL 3COMP SINK - RE: PLUMBING DRAWINGS

EQ-7

101e

DRYING RACK LOCATED OVER 3-COMP SINK

3' - 0"

DECORATIVE PANEL

EXTERIOR FINISH

EXTERIOR FINISH

PL-2

DECORATIVE PANEL

F1

RESILIENT VINYL FLOORING

102

CORRIDOR 103

EQ-9B

5' - 1 1/2"

MAIN BUILDING AND DRY STORAGE FLOOR FINISH 101a

B1

METAL COVE BASE

SERVICE AREA AND TOILET

GL-1

GALVALUME METAL PANEL

DRY STORAGE WALLS AND CEILING FINISH

PROVIDE NEW 6"X4" TACTILE EXIT SIGNAGE PER CODE MOUNT AT 48" A.F.F.

5' - 3 3/4"

PL-1

UTILITY SCREENING WALL IS SITE SPECIFIC

CLASS A

11' - 6 3/4"

3' - 2"

ALL BUILDING FINISH ITEMS ARE PROVIDED BY CMC.

b.

CEILING AND WALLS ARE PRE-FINISHED/FACTORY FINISHED AND DO NOT REQUIRE PAINTING IN FIELD.

1 FIXTURE PLAN 1/4" = 1'-0"

N

2

W1

WINDOW TAG

W1

REVISION DELTA

1

0.00

GRID BUBBLE

1 101 WALL PARTITION

ENLARGED DETAIL

EXISTING WALL

FINISH TAG

PT-1

FINISHED WOOD

GYPSUM BOARD

026 02/03/2

PLYWOOD

GLASS

EARTH/BACKFILL

EQ-19

REMARKS

0'-0"

ARCHITECT OF RECORD:

EQ-16 (BELOW)

EQ-13 (BELOW)

DESCRIPTION

1

CMU

ABBREVIATIONS

EQ-11

ITEM

A0.0

LICENSE NO. 045180-01

ALL EQUIPMENT TO BE INSTALLED BY A LICENSED INSTALLER AND TO THE MANUFACTURERS SPECIFICATIONS

SYMBOL

1

12 ROOF SLOPE

BATT OR BLOWN INSULATION

EQ-10

GENERAL SCHEDULE NOTES:

101

RIGID INSULATION

PREFABRICATED BUILDING

EQ-2

1

SECTION CUT TAG

DIMENSIONAL LUMBER

CEILING HEIGHT

000A

CONCRETE

ELEVATED CUP DISPENSER EQ-24

1 A0.0

IMPROVE INDOOR AIR QUALITY:

EQ-16

HAND WASH SINK

ELEVATION TAG

B

1.

ATOSA

1

MATERIAL INDICATION

SUSTAINABILITY GUIDELINES

TRASH CONTAINER

1

106'-0"

ROOM NUMBER

ROOM NAME 101 ### SF

ROOM TAG

WALL TYPE/ PARTITION TYPE

6.

RUBBERMAID

EQ-20

SQUARE FOOTAGE

DOOR TAG

THE GENERAL CONTRACTOR SHALL MAINTAIN DIRECT SUPERVISION OVER ALL SUBCONTRACTORS AND SHARE RESPONSIBILITY FOR THEIR PERFORMANCE AND QUALITY OF WORK. A LIST OF ALL SUBCONTRACTORS SHALL BE PROVIDED TO THE OWNER AND THE ARCHITECT. A COPY OF THIS LIST SHALL BE POSTED ON THE JOB SITE.

3

#14.3

T.O. WALL

ELEVATION HEIGHT 12/A3.4

THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING APPLICATION FOR AND PROCURING ALL PERMITS AND CERTIFICATES AS MIGHT BE REQUIRED BY GOVERNING AGENCIES AND SHALL BEAR THE COST FOR SUCH PERMITS AND CERTIFICATES. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS OF THE SITE.

EQ-13

#12.1

SHEET NUMBER

DETAIL DESIGNATION

1 3.

5.

EQ-9

DETAIL NUMBER

ALL CONSTRUCTION SHALL BE EXECUTED IN STRICT COMPLIANCE WITH ALL BUILDING CODES OF NEW YORK STATE AND ORDINANCES. GENERAL CONTRACTOR SHALL COMPLY WITH ALL CONSTRUCTION REGULATIONS AND PROCEDURES ESTABLISHED BY THE LANDLORD.

ACCOUST. ADD' A.F.F. AF AI ALT. ALUM. ANCH. ARCH. @ B.B B.F. BD BKT. BLDG. BLK'G BM B.O. BRG BSMT C.S. CAB. C.C CEM. CF CFCI CI CLG C.O. COL CONC CONF CONN CONST'R CONT CONT'R COORD CORR CTR CYL ℄ C.W. DP DBL DEG D.F. DEMO DIA ∅ DIAG DIM D.O. DTL DR D.S. EA. ELEC ELEV ELEV E.W.C. EQUIP. EXIST'G EXP EXT F.B.O. F.D. F.E. F.E.C. F.E.B. FIN F.G. F.L. FLASH'G FLR F.O.M FND FR FRM FURN F.R.T. FTG FUR GA. GAL GALV GC G.I. GLAZ. GOV'T G.S. GEN GYP HDWR H.C. HOL HORIZ H HT. HTG. HTR H.W. I.D. INSUL INT. INV JNT JSTS K.E.S. LAM LAV LG

ACOUSTICAL ADDITIONAL ABOVE FINISH FLOOR AS FURNISHED AS INSTALLED ALTERNATE ALUMINUM ANCHOR ARCHITECT AT BOTTOM OF BEAM BOTTOM OF FOOTING BOARD BRACKET BUILDING BLOCKING BENCH MARK BOTTOM OF BEARING BASEMENT COUNTERSUNK CABINET CENTER-TO-CENTER CEMENT CONTRACTOR FURNISHED CONTRACTOR FURNISHED CONTRACTOR INSTALLED CONTRACTOR installed CEILING CLEAN OUT COLUMN CONCRETE CONFERENCE CONNECTION CONSTRUCTION CONTINUOUS CONTRACTOR COORDINATE CORRUGATED/ CORRIDOR CENTER CYLINDER CENTERLINE COLD WATER DEEP DOUBLE DEGREE DRINKING FOUNTAIN DEMOLITION DIAMETER DIAGONAL DIMENSION DO-OVER DETAIL DOOR DOWNSPOUT EACH ELECTRICAL ELEVATION (VIEW) ELEVATOR ELECTRIC WATER COOLER EQUIPMENT EXISTING EXPOSED EXTERIOR / EXTENSION FURNISHED BY OTHERS FLOOR DRAIN FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER BRACKET FINISH FINISH GRADE FLOW LINE FLASHING FLOOR FACE OF MASONRY FOUNDATION FIRE RETARDANT FRAME FURNISHED FIRE RETARDANT TREATED FOOTING FURRING GAUGE GALLON GALVANIZED GENERAL CONTRACTOR GALVANIZED IRON GLAZING GOVERNMENT GRAVEL STOP GENERAL GYPSUM HARDWARE HOLLOW CORE HOLLOW HORIZONTAL HIGH HEIGHT HEATING HEATER HOT WATER INSIDE DIAMETER INSULATION INTERIOR INVERT JOINT JOISTS KITCHEN EQUIPMENT SUPPLIER LAMINATE LAVATORY LONG

LEFT HAND BEVEL LEFT HAND REVERSE BEVEL LINEAR / LINEAL LOUVER MASONRY MATERIAL MAXIMUM MEZZANINE MANUFACTURED MANUFACTURER MIDDLE MINIMUM MISCELLANEOUS MARK MASONRY OPENING MOUNTED METAL MULLION NOMINAL NOT TO SCALE OVERALL ON CENTER OUTSIDE DIAMETER OWNER FURNISHED CONTRACTOR INSTALLED OWNER FURNISHED OWNER INSTALLED OVERHEAD OVER OPENING OPPOSITE PARTITION PRE-ENGINEERED METAL BUILDING PERIMETER PRESENT GRADE PLASTIC LAMINATE PLASTIC PROPERTY LINE PLUMBING PLYWOOD POWERPOLE PAIR POLYVINYL CHLORIDE QUARRY TILE RADIUS REINFORCED CONCRETE PIPE REFER RIGHT HAND BEVEL RIGHT HAND REVERSE BEVEL RAIN LEADER ROOM ROUGH OPENING RESILIENT TILE REQUIRED REQUIREMENT ROTARY-TURBINE VENT REGULAR SAFETY SANITARY SCHEDULE SOLID CORE SECTION SHEET SIMILAR SPECIFICATION STANDARD STUD STEEL STORAGE STRUCTURE / STRUCTURAL SURFACE SUSPENDED SYSTEM STORM WATER TYPICAL TOP OF UNLESS NOTED OTHERWISE VITRIFIED-CLAY-PIPE VESTIBULE VERTICAL VOLUME VENT-THRU-ROOF VINYL COMPOSITION TILE WIDE WITH WOOD WINDOW DIMENSION WINDOW WEATHER RESISTANT BARRIER WELDED WIRE FABRIC WEATHER PROOF WEIGHT

REVISION:

925 HARD ROAD WEBSTER, NY 14580

#1

QTY.

WEBSTER, NY

EQ NO.

TYPICAL SYMBOL LEGEND

7 BREW COFFEE

FEB NO.

GENERAL CONSTRUCTION PROCEDURES

G0.1 GENERAL NOTES & SCHEDULES

SPACE RESERVED FOR THE NEW YORK STATE STAMP OF APPROVAL

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

digsafelynewyork.com

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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John W Kelly PE SE

2026.02.02 15:42:22-06'00'

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929 HARD RD PARCEL NO: 079.11-1-12.12 ZONING: 426

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CP #1091

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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

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JOHN W KELLY PE ENGINEERING D.P.C.

Call 811 0

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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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= ASPHALT AREA TO BE REMOVED.

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SAW CUT CLEAN EDGE FOR PAVEMENT REMOVAL. PROTECT EDGE OF PAVEMENT DURING CONSTRUCTION.

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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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REVISION:

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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APPROXIMATE LOCATION OF CONCRETE WASHOUT PER DETAIL 1.03 SHEET C7.1.

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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.

5

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

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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.

2026.02.02 15:43:51-06'00'

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.

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

7 BREW COFFEE

ST

S

ST

LOD PL S

S

41 4

CO

STOP

LANE 1 LANE 2

9

CO

LOD

ST

CO

7

OHE

8

CO

412

25.00'

LOD

PL

4

5

BEST MANAGEMENT PRACTICES INSTALLED

J

W

HARD ROAD

W

C

W

PHASE 1 (PRE - CONSTRUCTION)

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

W

S

1

CONSTRUCTION ACTIVITIES

OHE

UE

LO D

ST

COOLER / STORAGE SLAB ELEV: 413.83

3

PHASING TABLE:

E ER

C

410

409

409 C

GIN

C

413

ONE WAY

3 41

STOP

C

6

S

3

41

C

PL UE

EN

C

2

PL UE

UE

ST

UE

ST

PL UE

LOD

PL

410

411

D LO

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

PL

LOD

PL

LOD

PL

LOD

PL

LOD

7

LOD

41 2

D

41 2

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

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.

=

SPILL CURB PER DETAIL 2.01, SHEET C7.1.

=

TURF GRASS SOD. INSTALL PER SUPPLIER'S INSTALLATION INSTRUCTIONS.

=

LANDSCAPE ROCK. PLACE 3" OF 1" - 2" RIVER ROCK OVER COMMERCIAL GRADE WEED FABRIC.

S

OHE

ST

S

=

D

14 PL

ST

OHE

PL

PL

15

PL

6

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

7

BUILDING CANOPY OUTLINE.

8

CANOPY COLUMNS LOCATIONS, TYPICAL.

9

BUILDING FOUNDATION WALL AND FOOTING PER STRUCTURAL PLANS. REFER TO DETAIL 2.07, SHEET C7.1 FOR FOUNDATION WALL ELEVATION.

10

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

OHE

D

O

11

TRASH ENCLOSURE AND GATE, PER ARCHITECTURAL PLANS.

12

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

13

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

14

CONNECT TO EXISTING CURB.

15

SIGN, SEE SHEET C6.1.

16

ACCESSIBLE PATH FROM PARKING TO BUILDING.

17

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

18

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

19

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

20

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

21

RIP-RAP PAD PER DETAIL 4.04, SHEET C7.2.

22

EXISTING CURB, DO NOT DISTURB.

23

DIMENSION FROM PROPERTY LINE TO NEAREST BUILDING STRUCTURE.

OHE

ST

SITE DATA CONTINUED:

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

E LL

W

YI

PR

084736

O F E SS I O NA L

John W Kelly PE SE

2026.02.02 15:42:08-06'00'

22

APPROVALS

N OH

E ER

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

O

' 14 ST

5

F NEW Y EO O T A .K J

ST

30.00'

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

GIN

23

113.08'

ST

4

EN

PL

ST

SIDEWALK PER DETAIL 2.02, SHEET C7.1.

BULK REQUIREMENTS

REQUIRED

PROPOSED

VARIANCE REQ.

FRONT YARD SETBACKS

150 - FOOT

__

NO*

SIDE YARD SETBACKS

75 - FOOT

__

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

AISLE WIDTH (TWO-WAY TRAFFIC)

25 - FOOT

27 - FOOT

NO

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

QUANTITIES

1,040 L.F. 18,860 S.F. 1,380 S.F. 1,125 S.F. 420 S.F. 9,760 S.F. 1,440 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.

* A ZONING VARIANCE IS NOT REQUIRED DUE TO THE SITE BEING LOCATED IN THE PROGRESSIVE DEVELOPMENT DISTRICT. ZONING BOARD OF APPEALS: REPLACE TEXT WITH INFORMATION

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

PL

23

8

3

WEBSTER, NY

27.00'

8

13.27'

' R5

.00

' .00 10

8 5.0

S CP #1091T

.00'

CONCRETE CURB PER DETAIL 2.01, SHEET C7.1.

ST

ST 15

R32

2

D

PL

0'

MATCH EXISTING PAVEMENT.

SE

PL

S

CO

1

LI CEN

233.92'

ST

S

.0

STOP

2

S

CO

2

12 5

0'

CO

KEY NOTES:

II

204.36'

W

RK

23

7

STOP

12

W

19

CO

R5

60.89'

W

S

R4

W 21

CO

' .50

0' .0 R5

0. 0

LANE 1 LANE 2

R1

2

W

OHE

PL

17

21.78'

W

7 3

9 PROPOSED BUILDING FF ELEVATION: 413.83 TOP OF FDN WALL: 412.91

3

9.71'

1

6.00'

OHE

13

4

ST

PL

5.00'

20

'

.00

2 R3

2.52'

C

28 .85 '

' .02 30

1.0 5'

10

UE C

18

COOLER / STORAGE SLAB ELEV: 413.83 16

22.04' R5 .0 0'

UE

'

12

UE

C

12.00'

'

37.36' 6

14 0.8 1'

11

C

S

13

C

8 ST

8

ST

'

.50

.00 R3

2

0 .0

' 00 21 .50

R5

STOP

ONE WAY

0. R1 1

'

2

C

PL UE

23

2

61.79'

PL UE

UE

C

15

' .00 R5

UE

C

' 00 0.

UE

7 BREW COFFEE

PL

HARD ROAD

PL 265.98'

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

PL

S

R1

PL

23.00'

PL

C2.1 SITE PLAN

OHE 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.

41

1

OHE

3

S

S

OHE

ST

S 413

412

415

PL 41

PL

4

D

O

OHE

1

FLARED END SECTION

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

TC

TOP OF CURB

TG

TOP OF GROUND

TP

TOP OF PAVEMENT

TS

TOP OF SIDEWALK

TW

TOP OF WALL

EX TP

EXISTING TOP OF PAVEMENT

EX TS

EXISTING TOP OF SIDEWALK

DIRECTION OF SHEET FLOW

LICENSE NO. NY #084736

5 41

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

E LL

YI

PR

084736

O F E SS I O NA L

ENGINEER OF RECORD:

7 BREW COFFEE

PLANNING BOARD CHAIRPERSON

W

2026.02.02 15:42:55-06'00' JOHN W. KELLY III - ENGINEER PE# 084736

APPROVALS

DATE

N OH

John W Kelly PE SE

OHE

ST

DIRECTOR OF OF COMMUNITY DEVELOPMENT

F NEW Y EO O T A .K

E ER

ST EX TP 414.08 EX TP 414.15 ST

FES

GIN

3

EDGE OF PAVEMENT

EN

411

409

41

TC 412.94 GT 412.44

PL

410

EP

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

413

3

409

412

411

CORRUGATED METAL PIPE

II

ST

CMP

RK

PL

3

409

CENTER LINE

D

PL

TP 413.55

CL

SE

PL

S

CO

STANDARD CATCH CURB

LI CEN

PL

S

3

ST

TC 413.09 GT 412.59

S TC 411.46 GT 410.96

CC

J

3

CO

TC 413.79 GT 413.29 TC 413.79 TP 413.79

TC 413.79 TP 413.79

TC 413.79 GT 413.29

CO

BACK OF CURB

WEBSTER, NY

C

CO

TC 410.90 TP 410.90 TC 410.90 TP 410.90

W

BC

ST

TC 412.90 TC 413.56 TP 412.90 GT 413.06

ST

C

TP 413.15

3

CO

W

HARD ROAD

TC 414.87 GT 414.37

TC 413.71 GT 413.21

W

S

414

TC 413.79 GT 413.29

TC 413.45 GT 412.95

TC 414.54 GT 414.04

S CP #1091T

-1.15%

TP 413.55

TC 414.85 GT 414.35

ST

TP 413.19

STOP

2

TC 415.01 GT 414.51

STOP

7

LANE 1 LANE 2

TC 414.98 GT 414.48

TP 414.38 RIM 414.48

TC 414.96 GT 414.46

W

TS 413.79

TS 413.79

4

PL

TC 415.16 GT 414.66

5

TS 413.83

41

TC 414.67 GT 414.17

41

TP 413.59

-0. 7

TC 414.12 GT 413.62

1% 0.3

-0. 5

0%

2

4 COOLER / STORAGE SLAB ELEV: 413.83

4%

TP 414.51

TC 413.63 GT 413.13

TS 413.83

TS 413.83

1.44%

TP 413.01

ST

UE C

S

TC 413.93 GT 413.43

UE

TP 414.27

TC 413.69 GT 413.19 TC 413.68 ST ST GT 413.18 TC 413.71 GT 413.21 TS 413.69 TS 413.69 W W TC 411.46 TS 413.83 TS 413.77 GT 410.96

TC 413.69 GT 413.19

UE

C

4 41

TC 413.29 GT 412.79

2

TC 413.26 GT 412.76

3

TC 414.61 GT 414.11

41

C

413

413

STOP

TC 414.50 GT 414.00

TC 414.23 GT 413.73

1

413

UE

C

S

ONE WAY

3 41 2

3

41

C

ST

UE C

PL

OHE

UE

PL UE

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

TC 412.94 GT 412.44 UE

PL

OHE

PL

OHE

PL

410

411

PL

PL

PLTC 413.91 GT 413.41

PL

411

TC 414.31 GT 413.81

412

41

2 EX TP 412.81

ABBREVIATIONS

O

TC 413.31 GT 412.81

410

D

41 2

C3.1 GRADING PLAN

OHE

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 4" 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 4" SCH. 40 PVC 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.

S

OHE

18 6'

25

D

PL UE

UE C

PL UE

C

C

10 UE

C

UE C

S

18

ST

ST

20

5

3

20 W

W

W

W

W

23

23

23

C

W

S

COOLER / STORAGE SLAB ELEV: 413.83

4

CO

CO

S

6 S

CO

S

7

STOP 20

PL

PL

PL

PL

PL

ST S CP #1091T

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

D

PL

26

SE

ST

21

E LL

W

YI

LI CEN

2

9 ST

N OH

II

ST

F NEW Y EO O T A .K

RK

20

STOP

17

CO

9 S

8

LANE 1 LANE 2

22

18

9

OHE

16

9

OHE

PL

24

CO

PL

12

10.00'

5.00'

17

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

E ER

26

GIN

ST

UE

ST

21

OHE

2

13

15

14

C

ONE WAY

STOP

C

11

PR

084736

EN

UE

PL UE

J

PL

ST

PL

HARD ROAD

PL

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

PL

ST

PL

O F E SS I O NA L

John W Kelly PE SE

2026.02.02 15:42:45-06'00'

ST

LICENSE NO. NY #084736

OHE

1. WATER

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

REVISION:

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

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

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

5

PL

ST

12.50'

5.50'

CO

5 CO .0

S

S

0'

R3

S

CO

2.0

0'

OHE

12.50' 2.00'

ST 15

PL

PL

PL

PL

PL

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.

PL

13

STOP SIGN PER DETAIL 6.04, SHEET C7.2.

14

DIRECTIONAL SIGN.

15

PYLON SIGN.

14 S CP #1091T

O D

N OH

O

E LL

W

PR

084736

YI

O F E SS I O NA L

John W Kelly PE SE

2026.02.02 15:43:31-06'00'

37"

OHE

ST

F NEW Y EO O T A .K

D

PL

5

SE

ST

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

LI CEN

STOP

3

2

4

II

228.07' ST

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

RK

0' R1.0

3

W

S

5

24.00' TYP

5 R1

4 3

STOP

6

LANE 1 LANE 2

6

4.00'

CO

CO

146.07' 5

W

2

11 5

W

HARD ROAD

0'

135.68'

15.66'

W

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

9.0

'

' 00 5. 1 R

W

ST

0'

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

E ER

9.0

W

2

GIN

R1

C

5

21.82'

.20

0 10.6

25

COOLER / STORAGE SLAB ELEV: 413.83

7

ST 0' .0

S

'

0'

UE C

32 .0 ST

1

9.0

UE

C

OHE

8 12

UE C

R

C

ST

UE

20.68'

48.00' TYP

0' R1.0

14.00'

2

C

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

EN

UE C

1

PL S

9

UE C

ONE WAY

STOP

UE 10

PL UE

J

PL

ST

PL

ST

PL

OHE

PL

PL

PL

0'

PL

13

ST

LICENSE NO. NY #084736

OHE

48"

39"

REVISION:

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

SOIL SAUCER

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

4"X8"X16" SOLID CONCRETE BLOCK

NOTES:

2.

PLACE CURB INLET SEDIMENT BARRIERS ON GENTLY SLOPING STREET SEGMENTS OR IN SUMPS WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE FROM RUNOFF.

DOWNSPOUT CONNECTION

CUT AND REMOVE ALL BINDINGS FROM BASE OF TREE

SANITARY SEWER CLEANOUT DETAIL

4.

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

CONCRETE CURB CUT DETAIL

2.18 SCALE: NONE

COMPACTED EARTH

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

5'-0"

D

24" RIP RAP SEE NOTE 1 BELOW

SE

CURB INLET SEDIMENT BARRIER DETAIL 1.04

6"-8" TOPSOIL

'STOP SIGN' R1-1

2'-0" CURB & GUTTER

N OH

E LL

W

YI

II

ENTER

F NEW Y EO O T A .K

LI CEN

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

4" SOIL SAUCER

DO NOT FINISHED GRADE

3.

GRADE AT WHICH TREE WAS GROWN IN NURSERY.

RK

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

3" MULCH

ONE WAY

1'-0" CURB & GUTTER TAPER

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

4.02 SCALE: NONE

1'-0" CURB & GUTTER TAPER

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

J

CROSS SECTION

2 PIECES OF REINFORCED RUBBER HOSE

4.06 SCALE: NONE

STANDARD CURB & GUTTER

CURB INLET

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

E ER

SECTION VIEW

PLAN

TEE

PVC LATERAL

GRAVEL FILLED BAGS STACKED & TIGHTLY PACKED

1.

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

GIN

CURB TRANSITION DETAIL 2.15

LIMITS OF TREE PIT

ST

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

ELBOW

4" MIN.

PR

084736

EN

2'-0" CURB & GUTTER

24" DEPTH

GRAVEL FILLED BAGS STACKED AND TIGHTLY PACKED

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

BUILDING WALL

END OF CURB & GUTTER

O F E SS I O NA L

John W Kelly PE SE

2026.02.02 15:43:19-06'00'

12" MIN.

STAKES ON 10' LINEAR SPACING

ENGINEER OF RECORD:

FINISHED GRADE

BACKFILL WITH COMPACTED TOP SOIL

RIP RAP D50 = 12". (D50 IS DEFINED AS THE DIAMETER OF WHICH AT LEAST 50% OF THE RIP RAP ROCKS ARE LARGER THAN.) MINIMUM ROCK DIAMETER SHALL BE 6".

2.

MINIMUM THICKNESS SHALL NOT BE LESS THAN 1.5 X D50.

3.

SEE SITE PLAN FOR WIDTH OF RIP RAP PAD.

4.

FILTER FABRIC SHALL BE INSTALLED TO MINIMIZE PLANT GROWTH & SOIL MIGRATION IN RIP RAP PAD. FAILURE TO PLACE FILTER FABRIC WILL RESULT IN REJECTION OF RIP RAP CONSTRUCTION.

12" MIN.

3/4" DIA. HOLE (TYP.)

12" MIN.

3'-0"

6"

8"

TYPICAL SIGN POST DETAIL 6.04

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.

STORM INLET PROTECTION DETAIL 5-1/2" 2-1/2"

7-1/2"

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 LO P .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

MULCH & WATER ENTIRE BED, AFTER PLANTING IS COMPLETE

CURB LINE

6" MIN. EQUALS TWICE DIAMETER OF ROOT BALL

5.02 SCALE: NONE

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

SHRUB PLANTING DETAIL

CURB AND GUTTER

WEBSTER, NY

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

VARIABLE HEIGHT CURB

BACK FILL MIXTURE SEE SPECIFICATIONS FOR COMPOSITION

IF PLANT IS IN LARGE AREA, DO NOT BUILD SAUCER

CONCRETE WHEEL STOP DETAIL 2.19 MA 1:1 X S 2 ( LO 8.3 PE 3% )

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

7 BREW COFFEE

CURB AND GUTTER

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

NOTES:

4" MIN.

1.05 SCALE: NONE

ITE ES SE LAN P

REVISION:

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

RIP-RAP PAD DETAIL

2'

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.

LICENSE NO. NY #084736

4.04 SCALE: NONE

CENTER OF STALL

COMPOST FILTER SOCK

EQUALS TWICE THE DIAMETER OF ROOT BALL

6' STORM INLET TO BE PROTECTED

NATIVE OR COMPACTED SUB GRADE

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

1 A3.1 MP-2 STANDING SEAM ROOF PANELS ROOF BEARING 119' - 8"

LED FLEX LIGHT

MP-2 FASCIA

ROUND STOREFRONT SIGN; SUPPLIED AND INSTALLED BY SIGN CONTRACTOR

MP-3 SOFFIT PANELS

PL-2

CANOPY TO BE PROVIDED AND INSTALLED BY BUILDING MANUFACTURER LED FLEX LIGHT EQ.

B.O. CANOPY 108' - 10 13/16" COOLER BEYOND ADDRESS NUMBERS TO BE 8" TALL x 2" BRUSH STROKE

XXXX

MP-5 BRAKE METAL TRIM

A MP-2 FINISH TUBE COLUMN (TYP)

1" INSULATED TEMPERED THERMAL WINDOWS W/ LOW-E GLASS, CLEAR. REFER TO A4.1 FOR ENERGY COMPLIANCE INFORMATION PL-1 MP-2 TUBE COLUMN (TYP) INTERNAL DOWNSPOUT INTERNAL DOWNSPOUT TUBE LIGHT MOUNTED TO COLUMN 6" A.F.F.; SEE MEP DRAWINGS.

026

02/03/2

TUBE LIGHT MOUNTED TO COLUMN 6" A.F.F.; SEE MEP DRAWINGS.

DRIVE THRU COFFEE

GROUND LEVEL 100' - 0"

ARCHITECT OF RECORD:

1

EXTERIOR ELEVATION - NORTH

LICENSE NO. 045180-01

3/8" = 1'-0"

1 A3.1

ROOF BEARING 119' - 8" MP-2 STANDING SEAM ROOF PANEL

MP-2 FASCIA

LED FLEX LIGHT; SEE MEP

PL-2 201

MP-4 COPING CAP

RTU, REFER TO MEP

EXTERIOR WEATHER PROOF OUTLET; SEE MEP

MP-3 BRAKE METAL CAP

T.O. PARAPET WALL 112' - 0" OVERFLOW ROOF SCUPPER DRAIN

ELECTRICAL PANEL LED FLEX LIGHT; SEE MEP ELECTRICAL METER CANOPY TO BE PROVIDED AND INSTALLED BY BUILDING MANUFACTURER

KNOX KEY BOX

DOWNSPOUT

ALL DATA PLATES, STATE INSIGNIAS, AND INSPECTION STICKERS ARE TO BE LOCATED IN ELECTRICAL PANEL BOX

INTERNAL DOWNSPOUT 101a

MP-2 TUBE COLUMN (TYP)

COOLER BEYOND

PL-1 FROST PROOF HOSE BIBB MP-2 TUBE COLUMN (TYP)

925 HARD ROAD WEBSTER, NY 14580

B.O. CANOPY 108' - 10 13/16"

WEBSTER, NY

7 BREW COFFEE

ROOF SCUPPER DRAIN - TYP OF 2

SIGNAGE:

5 A3.1

SCREENING BEYOND

SIGNAGE SHOWN IS FOR REPRESENTATION AND COORDINATION ONLY. REFER TO PERMITTED SIGN PACKAGE FOR PRECISE LOCATION AND SIGNAGE QUANTITY

GROUND LEVEL 100' - 0" EXTERIOR WEATHER PROOF OUTLET; SEE MEP

1' - 6"

3' - 4"

3' - 8"

VENT

2 EXTERIOR ELEVATION - SOUTH 3/8" = 1'-0"

A2.1 EXTERIOR ELEVATIONS

SPACE RESERVED FOR THE NEW YORK STATE STAMP OF APPROVAL

1 A3.2 TOP OF TIC AND WORDS TO BE LEVEL AND ALIGNED

ROOF BEARING 119' - 8" MP-2 FASCIA

LED FLEX LIGHT MP-2 STANDING SEAM METAL ROOF PANEL

MP-3 SOFFIT PANELS MP-4 COPING CAP ROUND SIGN - SUPPLIED AND INSTALLED BY SIGN CONTRACTOR

PL-2

HEIGHT OF #7

3' - 2"

MP-3 COPING CAP

ICE MACHINE CONDENSER PROVIDED BY OWNER. CONTRACTOR TO INSTALL BEHIND PROVIDED RTU SCREENING

CANOPY TO BE PROVIDED AND INSTALLED BY BUILDING MANUFACTURER

T.O. PARAPET WALL 112' - 0" 2' - 10"

10' - 0"

LED FLEX LIGHT

T.O. WALL 111' - 0" LED FLEX LIGHT; SEE MEP

B.O. CANOPY 108' - 10 13/16"

BUILDING MANUFACTURER TO PROVIDE FLASHING FROM COOLER TO CANOPY

CANOPY TO BE PROVIDED AND INSTALLED BY BUILDING MANUFACTURER

1" INSULATED TEMPERED THERMAL WINDOWS W/ LOW-E GLASS, CLEAR. REFER TO A4.1 FOR ENERGY COMPLIANCE INFORMATION

MP-3 COPING CAP

B

101b

COOLER BEYOND

026

02/03/2

PL-1

GROUND LEVEL 100' - 0"

PL-1

LICENSE NO. 045180-01

1

EXTERIOR ELEVATION - SOUTH

REVISION:

3/8" = 1'-0"

1 A3.2 LED FLEX LIGHT ROOF BEARING 119' - 8" MP-2 BRAKE METAL FASCIA TOP OF TIC AND WORDS TO BE LEVEL AND ALIGNED MP-2 STANDING SEAM METAL ROOF PANEL

MP-3 SOFFIT PANELS

MP-4 COPING CAP

10' - 0"

2' - 10"

MP-3 COPING CAP 3' - 2"

PL-2

7 BREW SIGN; TYP EACH SIDE

LED FLEX LIGHT; SEE MEP

B.O. CANOPY 108' - 10 13/16"

CANOPY TO BE PROVIDED AND INSTALLED BY BUILDING MANUFACTURER

C

B 101d

101c

1" INSULATED TEMPERED THERMAL WINDOWS W/ LOW-E GLASS, CLEAR. REFER TO A4.1 FOR ENERGY COMPLIANCE INFORMATION PL-1

925 HARD ROAD WEBSTER, NY 14580

LED FLEX LIGHT

WEBSTER, NY

T.O. WALL 111' - 0"

CANOPY TO BE PROVIDED AND INSTALLED BY BUILDING MANUFACTURER

7 BREW COFFEE

T.O. PARAPET WALL 112' - 0"

ICE MACHINE CONDENSER PROVIDED BY OWNER. CONTRACTOR TO INSTALL BEHIND PROVIDED RTU SCREENING

HEIGHT OF #7

ROUND SIGN; SUPPLIED AND INSTALLED BY SIGN CONTRACTOR

GROUND LEVEL 100' - 0" PL-1

1" INSULATED TEMPERED THERMAL WINDOWS W/ LOW-E GLASS, CLEAR. REFER TO A4.1 FOR ENERGY COMPLIANCE INFORMATION,

2 EXTERIOR ELEVATION - NORTH 3/8" = 1'-0"

A2.2 EXTERIOR ELEVATIONS

SPACE RESERVED FOR THE NEW YORK STATE STAMP OF APPROVAL

A6.1

20' - 6"

5

19' - 2"

20' - 6"

8"

HEAVY-DUTY DOUBLE GATE SENTRY LATCH.

8"

8"

6" ∅ CONCRETE FILLED BOLLARD,

3' - 8 3/4"

TRASH ENCLOSURE BOLLARDS PER STRUCTURAL

6' - 0"

5' - 10 1/4"

4' - 2 1/2"

5' - 10 1/4"

4' - 2 1/2"

3' - 8 3/4"

PRE-FABRICATED WALL PANELS.

3 1/2"

FINISH GRADE.

5' - 0"

PROVIDE 1" DEEP SLEEVE IN PAVEMENT AT CLOSE AND 90 DEGREE OPEN POSITIONS FOR CANE BOLTS

13' - 0"

12' - 4"

8 CUBIC YARD DUMPSTER BY OTHERS.

5' - 0"

8 CUBIC YARD DUMPSTER BY OTHERS.

2 TRASH ENCLOSURE - FRONT ELEVATION 1/2" = 1'-0"

PL-1 A6.1

3

3

A6.1

SIM

7"

4 A6.1

6' - 0"

18' - 0"

6' - 9"

7"

026

6"

02/03/2

FINISH GRADE.

13' - 0"

2

LICENSE NO. 045180-01 A6.1

3

TRASH ENCLOSURE - SIDE ELEVATION

REVISION:

1/2" = 1'-0"

1 TRASH ENCLOSURE 1/2" = 1'-0"

6"

9' - 7 1/4"

9"

6"

PREFABRICATED ENCLOSURE.

6" BOLLARD, REFER TO STRUCTURAL

10"

1' - 4"

MP-1

1" STEEL ANGLE

STEEL FABRICATED HINGES, REFER TO POST ELEVATIONS

STEEL FABRICATED HINGES

6" DIAMETER BOLLARD, REFER TO STRUCTURAL

MP-1

CONCRETE PAD PER CIVIL.

BACK

SIDE

FRONT

6' - 0"

4' - 7"

1" x 2" STEEL TUBE

6"

CONCRETE PAD, REFER TO SITE DEVELOPMENT FOR TYPE AND LOCATION.

1" DIA. ROD SLEEVE FRONT ELEVATION

CONCRETE PAD, REFER TO SITE DEVELOPMENT PLAN FOR TYPE AND LOCATION

6' - 9"

1' - 0"

925 HARD ROAD WEBSTER, NY 14580

REFER TO STRUCTURAL

2 1/2"

2 1/2"

1/2" = 1'-0"

GATE FRAME ASSEMBLY

1 1/2"

7 1/2"

4 TRASH ENCLOSURE - SECTION DETAIL

CANE BOLT GUIDE

WEBSTER, NY

STEEL FABRICATED HINGES

CANE BOLT HOLDER

7 BREW COFFEE

GATE PIN

REFER TO STRUCTURAL

1" x 2" TUBE STEEL 1" L ANGLE 9 3/4"

1' - 6"

1' - 6"

6"

1' - 6"

1' - 6"

9 3/4"

3" LONG STEEL PIPE ROD GUIDES WITH 1/4" ATTACHMENT PLATE.

POST ELEVATION

9' - 6 3/4"

FINISH GRADE. PLAN SECTION

20' - 6"

5 TRASH ENCLOSURE - BACK ELEVATION 1/2" = 1'-0"

A6.1

6 TRASH ENCLOSURE GATE DETAILS 3/4" = 1'-0"

TRASH ENCLOSURE DETAILS

SPACE RESERVED FOR THE NEW YORK STATE STAMP OF APPROVAL

1' - 0"

10' - 9"

6" 31' - 6 1/4"

6 A7.1

A7.1

2' - 6"

26' - 6 1/4"

2' - 6"

10' - 9"

2

MP-3

SURFACE MOUNTED SIGN BOX

1' - 0"

COOLER PAD PER STRUCTURAL

MP-3

PL-1

PL-1

MP-4

PL-2

MP-3

105

A7.1

DRY STORAGE 105 112 SF

5

3

11' - 0"

105

A7.1

PRE-MANUFACTURED COOLER TO BE PROVIDED BY OWNER AND INSTALLED BY CMC.

3' - 0"

11' - 5"

11' - 0"

8' - 0"

FE

GROUND LEVEL 100' - 0"

GROUND LEVEL 100' - 0" SURFACE MOUNTED SIGN BOX

2 COOLER ELEVATION - FRONT

3 COOLER ELEVATION - RIGHT

3/8" = 1'-0"

8 A7.1

31' - 6 1/4" 2' - 6"

REMOTE COOLER INCLUDES STANDARD FLOOR WITH WOOD SCREED PROVIDED BY MANUFACTURER

26' - 6 1/4"

2' - 6"

10' - 9"

MP-3 MP-3

2' - 3"

1' - 1"

1' - 1"

MP-4

PL-1

MP-3 026

02/03/2

2' - 3"

ARCHITECT OF RECORD:

THROUGH WALL SCUPPER AND DOWNSPOUT

EMERGENCY OVERFLOW SCUPPER

LICENSE NO. 045180-01

11' - 0"

11' - 0"

DRIVE THRU COFFEE 4x4 METAL DOWNSPOUT AND COLLECTOR PROVIDED BY BUILDING MANUFACTURER

4' - 9"

3' - 0"

GROUND LEVEL 100' - 0"

4 COOLER ELEVATION - REAR

5 COOLER ELEVATION - LEFT 3/8" = 1'-0"

3 1/2" BLOCKING, REFER TO STRUCTURAL

ROOFING MEMBRANE TO WRAP SCUPPER

N

A7.1

3/8" = 1'-0"

3 1/2" STUD, REFER TO STRUCTURAL FOR GAUGE

3/8" ZIP SHEATHING

BACKER ROD AND CAULK ENTIRE PERIMETER OF SCUPPER

ROOFING MEMBRANE

7/16" ZIP BOARD

5/8" ZIP SHEATHING

3 1/2" STUD, REFER TO STRUCTURAL FOR GAUGE

BACKER ROD AND CAULK ENTIRE PERIMETER OF SCUPPER

NICHIHA PANEL CLIP

REFER TO STRUCTURAL FOR GAUGE AND ADDITIONAL FRAMING INFORMATION

7/16" ZIP BOARD

COOLER CONDENSER TO BE FULLY SCREENED BY PARAPET WALL

7 A7.1

ROOFING MEMBRANE TO BE CONTINUOUS OVER COOLER AND DRY STORAGE ADDITION

SLOPE DN 1/4":12"

ROOFING MEMBRANE

THROUGH WALL SCUPPER TO EXTEND 1" MIN PAST FINISH FACE

8'-5/8"

B.O. SCUPPER

BRAKE METAL FLASHING

NICHIHA ATTACHMENT SYSTEM MOUNTED TO 3 1/2" STUD WALL. REFER TO STRUCTURAL FOR ADDITIONAL FRAMING INFORMATION

OVERFLOW SCUPPER

3/8" ZIP SHEATHING

ROOF FRAMING, REFER TO STRUCTURAL FRAMING PLAN FOR ADDITIONAL INFORMATION

BRAKE METAL COPING CAP

7 1/2"

B.O. SCUPPER

2"

4

1 REMOTE COOLER PLAN

THROUGH WALL SCUPPER TO EXTEND 1" 8'-2 5/8" MIN PAST FINISH FACE

7 1/2"

1' - 0"

CHAMFERED BLOCKING

OUTDOOR COOLER

3 1/2" BLOCKING

NICHIHA PANEL

ROOF FRAMING, REFER TO STRUCTURAL FRAMING PLAN FOR ADDITIONAL INFORMATION

1"

925 HARD ROAD WEBSTER, NY 14580

3/8" = 1'-0"

WEBSTER, NY

6' - 1 1/4"

GROUND LEVEL 100' - 0"

106

REVISION:

106

DOWNSPOUT STORMWATER COLLECTION CONNECTION

STORAGE 106 57 SF

8' - 3 3/4"

8' - 1 3/4"

FIXTURES SHOWN FOR REFERENCE ONLY - TO BE PROVIDED BY COOLER MANUFACTURER

7 BREW COFFEE

EQ-23

1/4" THICK ACRYLIC SIGNAGE APPLIED TO SIDING WITH VH DOUBLE SIDE TAPE

8' - 0"

14' - 0"

7 1/2"

COOLER 104 124 SF

PL-2

PL-1

5 1/2"

31' - 6 1/4"

3/8" = 1'-0"

PRIMARY SCUPPER

NICHIHA PANEL AND ATTACHMENT SYSTEM

NICHIHA PANEL

REFER TO STRUCTURAL PLANS FOR FRAMING INFORMATION

COOLER DOOR PROVIDED BY COOLER MANUFACTURER

5/8" SHEATHING

7 NICHIHA - LOW EAVE DETAIL 1 1/2" = 1'-0"

9 NICHIHA- SCUPPER DETAIL 1 1/2" = 1'-0"

OUTDOOR COOLER

SEAL AROUND BOTTOM PERIMETER OF COOLER

COOLER PAD PER STRUCTURAL

STORAGE

7' - 5 1/4"

CEILING BY COOLER MANUFACTURER

COOLER

DRY STORAGE

3 1/2" STUDS at 24" O.C., REFER TO STRUCTURAL, ANCHORED DIRECTLY TO HEAVY STEEL COOLER WALL, WITH ADDITIONAL STRAPPING AT 48" OC. FOR SHIPPING STABILITY. NICHIHA HORIZONTAL TRACK MOUNTED TO THE STUD WALL

4 1/4"

1"

3 1/4"

3/4" SHEATHING

GROUND LEVEL 100' - 0"

CAULK ENTIRE CONNECTION POINT ON BOTH SIDES OF THE STUD WALL

HOLLOW METAL DOOR AND FRAME, REFER TO DOOR AND HARDWARE SCHEDULE.

1/4" SHEET FLOORING TO MATCH THE MAIN BUILDING

3 1/4" STUDS PER STRUCTURAL

3 1/2" METAL STUDS, REFER TO STRUCTURAL FOR GAUGE AND ADDITIONAL FRAMING INFORMATION

NICHIHA PANEL

COOLER PROVIDED AND INSTALLED BY BUILDING MANUFACTURER

A7.1

7/16" ZIP BOARD

REMOTE COOLER DETAILS

6 COOLER SECTION 3/8" = 1'-0"

8 REMOTE COOLER PLAN DETAIL 1 1/2" = 1'-0"

SPACE RESERVED FOR THE NEW YORK STATE STAMP OF APPROVAL