Site Development Plans · Webster Civic

SIERRA TRADING POST 900 HOLT ROAD SITE DEVELOPMENT PLANS TOWN OF WEBSTER COUNTY OF MONROE STATE OF NEW YORK

By:

Date

DIRECTOR OF COMMUNITY DEVELOPMENT

By:

Date

TOWN ENGINEER

By:

Date

PLANNING BOARD CHAIRMAN

By:

Date

TOWN HIGHWAY SUPERINTENDENT

N By:

Date

WEBSTER SEWER DISTRICT

By:

Date

FIRE MARSHAL

PROJECT LOCATION

Date

MONROE COUNTY WATER AUTHORITY

By:

Date

MONROE COUNTY HEALTH DEPARTMENT

PREPARED FOR

WEGMANS FOOD MARKET INC. 100 WEGMANS MARKET STREET ROCHESTER, NEW YORK 14624

Landscape Architecture

Costich Engineering

DATE:

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MI

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0 9 6 1 84 OF E AL SS I O N

NG

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Land Surveying

L O R IT

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NOT TO SCALE

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Civil Engineering

O F N EW

K OR I E

LOCATION SKETCH

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PREPARED BY:

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DRAWING TITLE COVER SHEET (SHEET 1 OF 8) GENERAL NOTES AND LEGEND SHEET (SHEET 2 OF 8) OVERALL SITE PLAN (SHEET 3 OF 8) EXISTING FEATURES / DEMOLITION AND SITE AND PAVEMENT MARKING PLAN (SHEET 4 OF 8) UTILITY, GRADING AND EROSION CONTROL PLAN (SHEET 5 OF 8) LIGHTING PLAN (SHEET 6 OF 8) DETAIL SHEET (SHEET 7 OF 8) DETAIL SHEET (SHEET 8 OF 8)

By:

TOWN OF WEBSTER VILL. OF WEBSTER

L I CE

SHEET NO. GA001 GA002 CA100 CA110 CA120 EA100 CA500 CA501

Date

TOWN ASSESSOR

TOWN OF PENFIELD VILL. OF WEBSTER

INDEX OF DRAWINGS

By:

217 Lake Avenue Rochester, NY 14608 (585) 458-3020

MAY 8, 2025

APPROVAL PLANS PROJECT NO. SHEET NO. 480.01 GA001 SHEET 1 OF 8

PARKED VEHICLE OVERHANGS SHALL NOT REDUCE THE REQUIRED CLEAR WIDTH OF AN ACCESSIBLE ROUTE.

11.

PARKING SPACES FOR VANS AND ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM SHALL PROVIDE A VERTICAL CLEARANCE OF NINETY-EIGHT (98) INCHES MINIMUM. SIGNS SHALL BE PROVIDED AT ENTRANCES TO PARKING FACILITIES INFORMING DRIVERS OF CLEARANCES AND THE LOCATION OF VAN ACCESSIBLE PARKING SPACES.

12.

EACH ACCESSIBLE PARKING SPACE SHALL BE PROVIDED WITH SIGNAGE DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. EACH ACCESS AISLE SHALL BE PROVIDED WITH SIGNAGE READING “NO PARKING ANYTIME". SIGNS SHALL BE INSTALLED AT A CLEAR HEIGHT OF BETWEEN SIXTY (60) INCHES AND EIGHTY-FOUR (84) INCHES ABOVE GRADE AND SHALL NOT INTERFERE WITH AN ACCESSIBLE ROUTE FROM AN ACCESS AISLE. SIGNS LOCATED WHERE THEY MAY BE HIT BY VEHICLES BEING PARKED SHALL BE INSTALLED WITH BOLLARD PROTECTION.

AT LEAST ONE ACCESSIBLE ROUTE SHALL BE PROVIDED WITHIN THE SITE FROM ACCESSIBLE PARKING SPACES AND ACCESSIBLE PASSENGER LOADING ZONES; PUBLIC STREETS OR SIDEWALKS; AND PUBLIC TRANSPORTATION STOPS TO THE ACCESSIBLE BUILDING OR FACILITY THEY SERVE. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS, ACCESSIBLE FACILITIES, ACCESSIBLE ELEMENTS, AND ACCESSIBLE SPACES THAT ARE ON THE SAME SITE. WALKING SURFACES SHALL HAVE A MAXIMUM RUNNING SLOPE OF 5.0% AND A MAXIMUM CROSS SLOPE OF 2.0%.

13.

ACCESSIBLE PARKING SPACE, ACCESS AISLE STRIPING, AND INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE PAINTED BLUE.

PASSENGER LOADING ZONE NOTES:

ANY WALKING SURFACE WITH A RUNNING SLOPE GREATER THAN 5.0% IS A RAMP AND SHALL COMPLY WITH THE GUIDELINES FOR RAMPS OR CURB RAMPS. 1.

PASSENGER LOADING ZONES SHALL PROVIDE VEHICULAR PULL-UP SPACE NINETY-SIX (96) INCHES WIDE MINIMUM AND TWENTY (20) FEET LONG MINIMUM.

TRANSITIONS BETWEEN RAMPS, WALKS, LANDINGS, GUTTERS OR STREETS SHALL BE FLUSHAND FREE OF ABRUPT VERTICAL CHANGES (1/4 INCH MAXIMUM VERTICAL CHANGE IN LEVEL).

PASSENGER LOADING ZONES SHALL PROVIDE A CLEARLY MARKED ACCESS AISLE THAT IS SIXTY (60) INCHES WIDE MINIMUM AND EXTENDS THE FULL LENGTH OF THE VEHICLE PULL-UP SPACE THEY SERVE.

FLOOR SURFACES SHALL BE STABLE, FIRM AND SLIP RESISTANT.

ACCESS AISLE SHALL ADJOIN AN ACCESSIBLE ROUTE AND NOT OVERLAP THE VEHICULAR WAY.

THE MINIMUM CLEAR WIDTH SHALL BE THIRTY-TWO (32) INCHES FOR A ROUTE SEGMENT LENGTH LESS THAN TWENTY-FOUR (24) INCHES. CONSECUTIVE SEGMENTS OF THIRTY-TWO (32) INCHES IN WIDTH MUST BE SEPARATED BY A ROUTE SEGMENT FORTY-EIGHT (48) INCHES MINIMUM IN LENGTH AND THIRTY-SIX (36) INCHES MINIMUM IN WIDTH.

VEHICLE PULL-UP SPACES AND ACCESS AISLES SERVING THEM SHALL BE LEVEL WITH SURFACE SLOPES NO EXCEEDING 2.0% IN ALL DIRECTIONS. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE VEHICLE PULL-UP SPACE THEY SERVE. CHANGES IN LEVEL ARE NOT PERMITTED.

FLOOR SURFACES OF VEHICLE PULL-UP SPACES AND ACCESS AISLES SERVING THEM SHALL BE STABLE, FIRM AND SLIP RESISTANT.

VEHICLE PULL-UP SPACES, ACCESS AISLES SERVING THEM AND A VEHICULAR ROUTE FROM AN ENTRANCE TO THE PASSENGER LOADING ZONE, AND FROM THE PASSENGER LOADING ZONE TO A VEHICULAR EXIT SERVING THEM, SHALL PROVIDE A VERTICAL CLEARANCE OF ONE HUNDRED FOURTEEN (114) INCHES MINIMUM.

THE MINIMUM CLEAR WIDTH SHALL BE THIRTY-SIX (36) INCHES FOR A ROUTE SEGMENT LENGTH GREATER THAN TWENTY-FOUR (24) INCHES.

WHERE AN ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND AN OBJECT THAT IS LESS THAN FORTY-EIGHT (48) INCHES IN WIDTH, CLEAR WIDTH SHALL BE FORTY-TWO (42) INCHES MINIMUM APPROACHING THE TURN, FORTY-EIGHT (48) INCHES MINIMUM DURING THE TURN, AND FORTY-TWO (42) INCHES MINIMUM LEAVING THE TURN. THE CLEAR WIDTH APPROACHING AND LEAVING THE TURN MAY BE THIRTY-SIX (36) INCHES MINIMUM WHEN THE CLEAR WIDTH AT THE TURN IS SIXTY (60) INCHES MINIMUM.

10.

11.

12.

14.

ACCESSIBLE ENTRANCES SHALL BE PROVIDED AS REQUIRED BY STATE & FEDERAL ACCESSIBILITY REQUIREMENTS.

ENTRANCE DOORS, DOORWAYS AND GATES SHALL COMPLY WITH STATE & FEDERAL ACCESSIBILITY REQUIREMENTS AND SHALL BE ON AN ACCESSIBLE ROUTE.

AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN SIXTY (60) INCHES SHALLPROVIDE PASSING SPACES AT INTERVALS OF TWO HUNDRED (200) FEET MAXIMUM. PASSING SPACES SHALL BE EITHER A SIXTY (60) INCH MINIMUM BY SIXTY (60) INCH MINIMUM SPACE; OR AN INTERSECTION OF TWO (2) WALKING SURFACES THAT PROVIDE A COMPLIANT T-SHAPED TURNING SPACE, PROVIDED THE BASE AND ARMS OF THE T-SHAPED SPACE EXTEND FORTY-EIGHT (48) INCHES MINIMUM BEYOND THE INTERSECTION.

PARCEL BOUNDARY

S

EXISTING SANITARY SEWER, & MANHOLE

DOORS, DOORWAYS AND GATES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH STATE & FEDERAL ACCESSIBILITY REQUIREMENTS

EXISTING RIGHT-OF-WAY LINE

D

EXISTING DRAINAGE SEWER, FIELD INLET, INLET MANHOLE, MANHOLE, & END SECTION

DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE NEAREST ACCESSIBLE BUILDING ENTRANCE SHALL BE PROVIDED AT INACCESSIBLE BUILDING ENTRANCES.

OH

FORMER PROPERTY LINE

EXISTING OVERHEAD UTILITIES

T

EXISTING TELEPHONE SERVICE

UG

EXISTING UNDERGROUND UTILITIES

G

EXISTING GAS SERVICE

E

EXISTING ELECTRIC SERVICE

RAMP NOTES:

EXISTING EASEMENT LINE.

ANY PART OF AN ACCESSIBLE ROUTE WITH A RUNNING SLOPE GREATER THAN 5% SHALL BE CONSIDERED A RAMP.

EXISTING CONCRETE CURB

THE MAXIMUM RUNNING SLOPE FOR A RAMP SHALL BE 8.33% AND THE MAXIMUM CROSS SLOPE SHALL BE 2.0%.

EXISTING EDGE OF GRAVEL

THE CLEAR WIDTH OF A RAMP RUN SHALL BE THIRTY-SIX (36) INCHES MINIMUM. WHERE HANDRAILS ARE PROVIDED ON THE RAMP RUN, THE CLEAR WIDTH SHALL BE MEASURED BETWEEN THE HANDRAILS.

CENTER LINE

DIRECTOR OF COMMUNITY DEVELOPMENT

By:

Date

TOWN ENGINEER

Date

PLANNING BOARD CHAIRMAN

THE RISE FOR ANY RAMP RUN SHALL BE THIRTY (30) INCHES MAXIMUM.

LANDINGS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF RAMPS. LANDINGS SHALL HAVE A SLOPE NOT STEEPER THAN 2.0% IN ANY DIRECTION. THE LANDING CLEAR WIDTH SHALL BE AT LEAST AS WIDE AS THE WIDEST RAMP RUN LEADING TO THE LANDING. THE LANDING CLEAR LENGTH SHALL BE SIXTY (60) INCHES LONG MINIMUM. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS SHALL HAVE A CLEAR LANDING OF SIXTY (60) INCHES BY SIXTY (60) INCHES MINIMUM.

Date

TOWN HIGHWAY SUPERINTENDENT

By:

Date

WEBSTER SEWER DISTRICT

WV

W

By:

Date

FIRE MARSHAL

EDGE PROTECTION COMPLYING WITH STATE & FEDERAL ACCESSIBILITY REQUIREMENTS SHALL BE PROVIDED ON EACH SIDE OF RAMP RUNS AND ON EACH SIDE OF RAMP LANDINGS.

EXISTING WATER MAIN, VALVE, & HYDRANT

E

DRAINAGE MANHOLE

EM

INLET DRAINAGE MANHOLE

T

Date:

TOWN ASSESSOR

By:

Date:

WHERE DOORWAYS ARE LOCATED ADJACENT TO A RAMP LANDING, MANEUVERING CLEARANCES COMPLYING WITH STATE & FEDERAL ACCESSIBILITY REQUIREMENTS SHALL BE PERMITTED TO OVERLAP THE REQUIRED LANDING AREA. WHERE DOORS THAT ARE SUBJECT TO LOCKING ARE ADJACENT TO A RAMP LANDING, LANDINGS SHALL BE SIZED TO PROVIDE A COMPLIANT TURNING SPACE. CURB RAMP NOTES:

CURB RAMP NOTES:

MONROE COUNTY WATER AUTHORITY

H

ELECTRIC METER TELEPHONE MANHOLE

TP

END OF PIPE

PH

PHONE BOOTH

W MW

FD

PEDESTRIAN POLE SC

TRAFFIC CONTROL CABINET

HYDRANT

THE MAXIMUM RUNNING SLOPE OF A CURB RAMP SHALL BE 8.33% AND THE MAXIMUM CROSS SLOPE SHALL BE 2.0%.

Date:

COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO THE CURB RAMP SHALL NOT BE STEEPER THAN 5%. THE ADJACENT SURFACES AT TRANSITIONS AT CURB RAMPS TO WALKS, GUTTERS AND STREETS SHALL BE AT THE SAME LEVEL.

GA002 SHEET 2 OF 8

480.01 DWG. #

WEGMANS FOOD MARKET 100 WEGMANS MARKET STREET ROCHESTER, NEW YORK 14624

TAX PARCEL NO. 079.12-01-06.211 PART OF TOWN LOTS 1 & 2 , TOWNSHIP 13 & 14 SECTION 12, , RANGE 4 OF THE PHELPS AND GORHAM PURCHASE, TOWN OF WEBSTER, COUNTY OF MONROE, STATE OF NEW YORK

CLIENT

LOCATION OF PROJECT

GENERAL NOTES AND LEGEND SHEET

900 HOLT ROAD

SIGN - DOUBLE POST

Y

WM

TELEPHONE PEDESTAL

SIGN - SINGLE POST

WATER METER WELL

TURNING ARROW

MONITOR WELL FIRE DEPARTMENT CONNECTION

HANDICAP

STOP

BORE

STOP BAR TREE DECIDUOUS

S

SANITARY MANHOLE

C.O.

CLEAN OUT

BUILDING MOUNTED LIGHING

GAS VALVE

LIGHT POLE

UTILITY POLE

AC

AIR CONDITIONING UNIT

GAS SERVICE

UTILITY POLE WITH LIGHT

GUY WIRE

SAN

SANITARY UTILITY LATH

FLAG POLE

PULL BOX

G

GAS UTILITY LATH WATER UTILITY LATH

C

CABLE TV PEDESTAL

TREE CONIFEROUS

SIGNAL POLE

BUSH

GV GS

GAS METER SV

FLAG POLE

MAILBOX

E

ELECTRIC PULL BOX

WTR LAT

BOLLARD

T

TELEPHONE PULL BOX

T

TELEPHONE UTILITY LATH

WATER VALVE

POST

TR

TRAFFIC PULL BOX

E

ELECTRIC UTILITY LATH

WATER SERVICE

SIGN - SMALL

T

TRANSFORMER

C

CABLE UTILITY LATH

SPRINKLER VALVE MONROE COUNTY HEALTH DEPARTMENT

EXISTING SPOT ELEVATION @ x

GM

1. By:

ELECTRIC MANHOLE

END SECTION

MANHOLE By:

EXISTING CHAIN LINK & STOCKADE FENCE EXISTING CONTOUR

100

x 100.4 Y D

CATCH BASIN FLOOR SURFACES OF RAMPS AND LANDINGS SHALL BE STABLE, FIRM AND SLIP RESISTANT.

SYMBOL LEGEND

RAMP RUNS WITH A RISE GREATER THAN SIX (6) INCHES OR A HORIZONTAL PROJECTION GREATER THAN SEVENTY-TWO (72) INCHES SHALL HAVE HANDRAILS ON BOTH SIDES COMPLYING WITH STATE & FEDERAL ACCESSIBILITY REQUIREMENTS.

TITLE OF DRAWING

EXISTING SWALE

EXISTING UTILITY POLE , GUY ANCHOR & UTILITY POLE WITH LIGHT

D 6.

SIERRA TRADING POST

TREES, HEDGE, EDGE OF WOODS

EXISTING EDGE OF PAVEMENT

H

By:

E

EXISTING GUARD RAIL

EXISTING CONCRETE PAD/ CONCRETE SIDEWALK

By:

NS

EXISTING ADJACENT PROPERTY LINE

MIN. BUILDING SETBACK

L I CE

LINE LEGEND

WHERE POSSIBLE, DRAINAGE INLETS SHALL NOT BE LOCATED ON AN ACCESSIBLE ROUTE IN THE EVENT THAT A DRAINAGE INLET MUST BE LOCATED ON AN ACCESSIBLE ROUTE, THE GRATE SHALL COMPLY WITH STATE & FEDERAL ACCESSIBILITY REQUIREMENTS.

Date:

H

ACCESSIBLE ENTRANCE NOTES:

FORMER PROPERTY LINE DIMENSION

By:

RK O IE

1"=50'

10.

217 Lake Avenue Rochester, NY 14608 (585) 458-3020

PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 2.0% IN ALL DIRECTIONS.

Costich Engineering

SCALE

FLOOR SURFACES OF PARKING SPACES AND ACCESS AISLES SERVING THEM SHALL BE STABLE, FIRM AND SLIP RESISTANT. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACES THEY SERVE. CHANGES IN LEVEL ARE NOT PERMITTED.

05/08/2025

DATE

THESE ACCESSIBILITY NOTES AND DETAILS ARE INTENDED TO DEPICT SLOPE AND DIMENSIONAL REQUIREMENTS ONLY. REFER TO SIDEWALK, CURBING, AND PAVEMENT DETAILS FOR ADDITIONAL INFORMATION.

Landscape Architecture

ACCESS AISLES SHALL NOT OVERLAP THE VEHICULAR WAY. ACCESS AISLES SHALL BE PERMITTED TO BE PLACED ON EITHER SIDE OF THE PARKING SPACE EXCEPT FOR ANGLED VAN PARKING SPACES WHICH SHALL HAVE ACCESS AISLES LOCATED ON THE PASSENGER SIDE OF THE PARKING SPACES.

M.G.

Land Surveying

ACCESS AISLES SHALL BE MARKED SO AS TO DISCOURAGE PARKING IN THEM.

D.T.H.

WHEN INSTALLING FIRE HYDRANTS, SHOULD GROUND WATER BE ENCOUNTERED WITHIN SEVEN (7) FEET OF THE FINISHED GRADE, FIRE HYDRANT WEEP HOLES (DRAINS) SHALL BE PLUGGED. THE WATER MAIN PIPELINE AND APPURTENANCES SHALL BE PRESSURE/LEAKAGE TESTED IN ACCORDANCE WITH THE MINIMUM REQUIREMENTS OF THE AWWA STANDARD C600, C602, C604, OR C605 (MOST RECENT VERSION AS APPLICABLE) OR IN ACCORDANCE WITH MORE STRINGENT REQUIREMENTS IMPOSED BY THE SUPPLIER OF WATER.

ACCESS AISLES SHALL EXTEND THE FULL LENGTH OF THE PARKING SPACE THEY SERVE.

APVLS.

CHKD.

MINIMUM VERTICAL SEPARATION BETWEEN WATER MAIN PIPELINES AND SEWER PIPELINES SHALL BE 18 INCHES MEASURED FROM THE OUTSIDE OF THE PIPES AT THE POINT OF CROSSING. ONE FULL STANDARD LAYING LENGTH OF WATER MAIN PIPE SHALL BE CENTERED UNDER OR OVER THE SEWER SO THAT BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE. IN ADDITION, WHEN THE WATER MAIN PIPELINE PASSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT (COMPACTED SELECTED FILL) SHALL BE PROVIDED FOR THE SEWER TO PREVENT EXCESSIVE DEFLECTION OF JOINTS AND SETTLING OF THE SEWER ON THE WATER MAIN. MINIMUM HORIZONTAL SEPARATION BETWEEN PARALLEL WATER MAIN PIPES AND SEWER PIPES (INCLUDING MANHOLES AND VAULTS) SHALL BE 10 FEET MEASURED FROM THE OUTSIDE OF THE PIPES, MANHOLES OR VAULTS.

THE CONTRACTOR SHALL NOTIFY COSTICH ENGINEERING IMMEDIATELY OF ANY CONFLICT BETWEEN THESE NOTES AND DETAILS AND OTHER PROJECT DRAWINGS, WHETHER BY COSTICH ENGINEERING OR OTHERS. THE CONTRACTOR SHALL NOT PROCEED WITH THE WORK FOR WHICH THE ALLEGED CONFLICT HAS BEEN DISCOVERED UNTIL SUCH ALLEGED CONFLICT HAS BEEN RESOLVED. NO CLAIM SHALL BE MADE BY THE CONTRACTOR FOR DELAY DAMAGES AS A RESULT OF RESOLUTION OF ANY SUCH CONFLICT(S).

BY

TWO (2) ACCESSIBLE PARKING SPACES MAY SHARE A COMMON ACCESS AISLE.

REVISION

THE WATER MAIN PIPE AND APPURTENANCES SHALL NOT BE PLACED INTO SERVICE UNTIL SO AUTHORIZED BY THE MONROE COUNTY DEPARTMENT OF PUBLIC HEALTH.

DATE

STORM SEWER PIPE MATERIAL SHALL BE CORRUGATED, DOUBLE WALL POLYETHYLENE HIGH DENSITY (H.D.P.E.) SMOOTH INTERIOR.

PARKING ACCESS AISLES SHALL BE PART OF AN ACCESSIBLE ROUTE TO THE BUILDING OR FACILITY ENTRANCE AND SHALL COMPLY WITH PROVISIONS FOR ACCESSIBLE ROUTES. MARKED CROSSINGS SHALL BE PROVIDED WHERE THE ACCESSIBLE ROUTE MUST CROSS VEHICULAR TRAFFIC LANES. WHERE POSSIBLE, IT IS PREFERABLE THAT THE ACCESSIBLE ROUTE NOT PASS BEHIND PARKED VEHICLES.

NO.

AL S S I ON

STORM SEWER NOTES

ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL BE AT LEAST NINETY-SIX (96) INCHES WIDE. WHERE PARKING SPACES AND ACCESS AISLES ARE MARKED WITH LINES, THE WIDTH MEASUREMENTS SHALL BE MADE FROM CENTERLINE OF THE MARKINGS. WHERE PARKING SPACES OR ACCESS AISLES ARE NOT ADJACENT TO ANOTHER PARKING SPACE OR ACCESS AISLES, MEASUREMENTS SHALL BE PERMITTED TO INCLUDE THE FULL WIDTH OF THE LINE DEFINING THE PARKING SPACE OR ACCESS AISLE.

ACCESSIBLE ROUTE NOTES

THE MONROE COUNTY DEPARTMENT OF PUBLIC HEALTH MUST RECEIVE AT LEAST 48-HOUR ADVANCE NOTIFICATION REQUESTING SAMPLING SERVICES. SAMPLING WILL NOT BE PERFORMED PRIOR TO RECEIPT FROM A NEW YORK STATE LICENSED OR REGISTERED DESIGN PROFESSIONAL (ENGINEER, ARCHITECT OR LAND SURVEYOR WITH A SPECIAL EXEMPTION UNDER SECTION 7208(N) OF THE EDUCATION LAW) CERTIFYING THAT THE WATER SUPPLY IMPROVEMENTS, TESTING AND DISINFECTION PROCEDURES WERE COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS, REPORTS, SPECIFICATIONS AND ANY APPROVED AMENDMENTS. THE DEPARTMENT WILL COLLECT SAMPLES FOR FREE CHLORINE RESIDUAL, TOTAL COLIFORM, ESCHERICHIA COLI (E. COLI) AND TURBIDITY.

IT IS ESSENTIAL THAT CONTRACTORS ARE AWARE OF THE SITE ACCESSIBILITY REQUIREMENTS. COSTICH ENGINEERING HAS DEVELOPED THESE NOTES AND DETAILS TO ASSURE THAT CONTRACTORS ARE AWARE OF THE REQUIREMENTS AT THE POINT IN TIME WHEN THEY ARE BIDDING THE PROJECT. IN ADDITION, COSTICH ENGINEERING HAS MADE A POINT IN THESE NOTES AND DETAILS, AS WELL AS IN OUR DRAWINGS, TO PROVIDE SLOPES / GRADES AND DIMENSIONS THAT COMPLY WITH STATE & FEDERAL ACCESSIBILITY REQUIREMENTS AND APPLICABLE LOCAL LAWS AND REGULATIONS, LATEST EDITIONS. IF THESE SLOPES / GRADES AND DIMENSIONS ARE NOT ACHIEVABLE, THE CONTRACTOR IS REQUIRED TO CONTACT THE OWNER IMMEDIATELY AND BEFORE MOVING FORWARD WITH THE WORK.

OF E

FIRE HYDRANTS ARE NOT ACCEPTABLE SAMPLING POINTS.

ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTES OF TRAVEL FROM ADJACENT PARKING TO AN ACCESSIBLE BUILDING ENTRANCE.

0 9 6 1 84

THE SAMPLING POINT(S) MUST BE DECONTAMINATED BY FLAMING.

PR

THE HORIZONTAL DATUM SHOWN HEREON IS REFERENCED TO THE NEW YORK STATE PLANE COORDINATE SYSTEM OF 1988, WEST ZONE, TRANSVERSE MERCATOR PROJECTION, NAD 88 THROUGH CONTROL TIES TO THE FOLLOWING GEODETIC MONUMENTS

PARKING SPACE NOTES:

SPECIAL ATTENTION SHALL BE GIVEN TO COMPLIANCE WITH THE FAIR HOUSING ACCESSIBILITY GUIDELINES AND THE BUILDING CODE OF NEW YORK STATE (BCNYS), THE FAIR HOUSING OR AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES, AND APPLICABLE LOCAL LAWS AND REGULATIONS, LATEST EDITIONS.LATEST EDITIONS.

D

ALL WATER MAIN PIPE FITTINGS NOT RECEIVING 24-HOUR CHLORINE DISINFECTION CONTACT TIME MUST BE SWAB-DISINFECTED 30 MINUTES PRIOR TO INSTALLATION.

CURB RAMP TYPE AND LOCATION ARE PER PLAN.

TOPO/BASE

THIS PROJECT IS LESS THAN 2500 FEET FROM THE NEAREST GEODETIC SURVEY MONUMENT AND THIS PROJECT IS TIED INTO THE MONROE COUNTY GEODETIC MONUMENTATION NETWORK.

THE WATER MAIN PIPELINE SHALL BE DISINFECTED EQUAL TO AWWA STANDARD FOR DISINFECTING WATER MAINS DESIGNATION C651 (LATEST REVISION). FOLLOWING DISINFECTION, THE WATER MAIN PIPELINE SHALL BE FLUSHED UNTIL THE CHLORINE CONCENTRATION IN THE WATER LEAVING THE MAIN IS NO HIGHER THAN THAT GENERALLY PREVAILING IN THE SYSTEM.

14.

SH

WV WS

MB

SPRINKLER HEAD

( IN FEET ) 1 inch = 50 ft. (24" x 36" SHEET) 1 inch = 100 ft. (12" x 18" SHEET)

WHERE PROVIDED, DRAINAGE INLETS SHALL BE LOCATED UPSTREAM OF CURB RAMPS AND NOT IN THE RAMP AREA.

BOUNDARY

MCHD WATER MAIN EXTENSION NOTES

THE DEVELOPER AND CONTRACTOR MUST LOCATE, MARK, BARRICADE, SAFEGUARD AND PRESERVE ALL SURVEY CONTROL MONUMENTS AND RIGHT-OF-WAY MONUMENTS IN THE AREAS OF CONSTRUCTION. FOR DESCRIPTIVE AND SURVEY DATA FOR GEODETIC CONTROL MONUMENTS GO TO THE COUNTY OF MONROE SURVEYORS OFFICE WEBSITE AND ACCESS THE GIS BASED INTERNET WEB VIEWER, OR CONTACT THE MONROE COUNTY SURVEYORS OFFICE.

13.

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, LAND SURVEYOR, ARCHITECT OR LANDSCAPE ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY . ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS/HER SEAL AND THE NOTATION "ALTERED BY", FOLLOWED BY HIS/HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATION, TO THE DOCUMENT.

THE DEVELOPER'S AND CONTRACTOR'S ATTENTION IS DIRECTED TO LOCAL LAW NO. 6 OF 2019, REGARDING LIABILITY INCURRED THROUGH DISTURBANCE OR DESTRUCTION OF GEODETIC SURVEY MONUMENTS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UTILITY LINES CAUSED BY HIS OPERATION AND IF NATURE OF THE DAMAGE IS SUCH AS TO ENDANGER THE SATISFACTORY OPERATIONS OF UTILITIES AND NECESSARY REPAIRS ARE NOT IMMEDIATELY MADE BY THE CONTRACTOR, THE WORK MAY BE PERFORMED BY THE RESPECTIVE OWNING COMPANIES AND THE COST THEREOF CHARGED TO THE CONTRACTOR.

WHERE PROVIDED, PEDESTRIAN ACTIVATED SIGNALS SHALL BE LOCATED ADJACENT TO THE SIDEWALK AND NOT ON THE SIDEWALK.

200

12.

100

SURVEY NOTES

THE CONTRACTOR IS CAUTIONED THAT THE LOCATIONS OF UTILITIES SHOWN ON THE CONTRACT PLANS ARE NOT GUARANTEED, NOR IS THERE ANY GUARANTEE THAT ALL SUCH LINES WITHIN THE CONTRACT LIMITS HAVE BEEN SHOWN ON THE PLANS. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO SATISFY HIMSELF AS TO THE EXACT CONDITIONS, AND AT HIS OWN EXPENSE, TO PROTECT AND SUPPORT ALL UTILITIES ENCOUNTERED IN HIS EXCAVATING AND TRENCHING OPERATIONS.

WHERE PROVIDED, STOP LINES SHALL BE LOCATED IN ADVANCE OF CURB RAMP.

A BOUNDARY SURVEY COMPLETED ON 9/13/2007 BY COSTICH ENGINEERING, DPC.

11.

NOTIFY DIG SAFE PRIOR TO DIGGING, DRILLING, OR BLASTING AT 811 OR 1-800-962-7692 FOR A UTILITY STAKEOUT.

FLOOR SURFACES OF CURB RAMPS SHALL BE DEEP GROOVED, ½ INCH WIDE BY ¼ INCH DEEP, ONE (1) INCH CENTERS TRANSVERSE TO THE RAMP.

A TOPOGRAPHICAL SURVEY COMPLETED ON 12/13/2024 BY COSTICH ENGINEERING, DPC.

10.

GENERAL NOTES:

10.

ROAD TO BE KEPT CLEAN OF MUD AND DEBRIS AT ALL TIMES.

CURB RAMPS SHALL HAVE A TWENTY-FOUR (24) INCH DEEP DETECTABLE WARNING COMPLYING WITH STATE & FEDERAL ACCESSIBILITY REQUIREMENTS, EXTENDING THE FULL WIDTH OF THE RAMP. REFER TO DETECTABLE WARNING DETAILS AND NOTES FOR PLACEMENT, ORIENTATION AND NOTES.

D.J.L.

REFERENCES

DRAWN BY

THE SITE WILL DRAIN INTO A PRIVATE ONSITE STORMWATER MANAGEMENT FACILITY, WITCH WILL DISCHARGE TO EXISTING STORMWATER SEWERS AND ULTIMATELY REACH THE UPPER TRIBUTARIES OF MILL CREEK.

SANITARY LATERALS SHALL BE P.V.C., SDR-21.

CURB RAMPS SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR OBSTRUCTION BY PARKED VEHICLES.

C

NAME OF RECEIVING WATERS

HA

PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL CONTACT THE UTILITY LOCATION SERVICE OF THE AREA AND WITH THEIR ASSISTANCE, SHALL VERIFY THE EXACT LOCATION, SIZE AND DIMENSION OF ALL BURIED UTILITIES. THE OWNER OR COSTICH ENGINEERING, D.P.C. ASSUMES NO RESPONSIBILITY FOR THE LOCATION OF UNDERGROUND UTILITIES NOT VISIBLE AT THE TIME THE FIELD SURVEYS WERE CONDUCTED.

MAXIMUM ALLOWABLE INFILTRATION OR EXFILTRATION SHALL NOT EXCEED 100 GALLONS PER INCH PER MILE OF PIPE PER DAY FOR THE SANITARY SEWER. AIR TEST WILL BE USED, NO DROP IN PRESSURE IS ALLOWED. SANITARY MANHOLES SHALL BE VISUALLY INSPECTED AND VACUUM TESTED AT (-)10" Hg IN ACCORDANCE TO VACUUM TESTING OF MANHOLES WITH THE METHOD OUTLINED IN THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION TECHNICAL INFORMATION PAMPHLET (TIP) NO. 15 (REVISED). SANITARY MAIN TO BE DEDICATED WILL BE TELEVISED.

CURB RAMPS AND THE FLARED SIDES OF CURB RAMPS SHALL BE LOCATED SO THAT THEY DO NOT PROJECT INTO VEHICULAR TRAFFIC LANES, PARKING SPACES OR PARKING ACCESS AISLES. CURBS AT MARKED CROSSINGS SHALL BE WHOLLY CONTAINED WITHIN THE MARKINGS, EXCLUDING ANY FLARED SIDES.

T E EL O R I T Y

GRAPHIC SCALE

THE CONTRACTOR SHALL COMPLY WITH ALL OSHA STANDARDS AND OTHER STATE AND LOCAL SAFETY REQUIREMENTS DURING CONSTRUCTION.

EARTHWORK SHALL BE DONE PRIOR TO INSTALLATION OF ANY SANITARY SEWER MAINS AND APPURTENANCES.

Civil Engineering

THERE ARE NO FEDERAL OR STATE WETLANDS IN THE PROJECT AREA.

WHERE PROVIDED, CURB RAMP FLARES SHALL NOT EXCEED 10%. IF THE CLEAR LENGTH OF THE LANDING IS LESS THAN FORTY-EIGHT (48) INCHES THAN THE SLOPE OF THE FLARED SIDES SHALL NOT EXCEED 8.33%.

TITLE OF PROJECT

THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO PRESERVE THE INTEGRITY OF EXISTING UTILITIES TO REMAIN AND SHALL PROVIDE UNINTERRUPTED SERVICE TO ALL USERS OF THE EXISTING UTILITIES. EXISTING UTILITIES (TO REMAIN) ENCOUNTERED IN TRENCH OR PAVEMENT EXCAVATIONS SHALL BE SUPPORTED AS ORDERED BY THE OWNER'S REPRESENTATIVE OR AS DIRECTED BY THE UTILITY COMPANY.

E.R.G.

IF A CURB RAMP IS LOCATED WHERE PEDESTRIANS MUST WALK ACROSS THE RAMP, OR WHERE IT IS NOT PROTECTED BY HANDRAILS OR GUARDRAILS, IT SHALL HAVE FLARED SIDES.

PROJECT MANAGER

THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS TO COMPLETE THE WORK.

SANITARY SEWERS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE WEBSTER SEWER DEPARTMENT. THE SANITARY SEWER SHALL BE TELEVISED A MINIMUM OF 30 DAYS AFTER IT HAS BEEN INSTALLED.

OF N EW

LANDINGS SHALL BE PROVIDED AT THE TOP OF CURB RAMPS. THE CLEAR LENGTH OF THE LANDING SHALL BE THIRTY-SIX (36) INCHES MINIMUM. THE CLEAR WIDTH OF THE LANDING SHALL BE AT LEAST AS WIDE AS THE CURB RAMP, EXCLUDING FLARED SIDES, LEADING TO THE LANDING. LANDINGS SHALL HAVE A SLOPE NOT STEEPER THAN 2% IN ANY DIRECTION.

THE CONTRACTOR SHALL LOCATE, MARK, SAFEGUARD AND PRESERVE ALL SURVEY CONTROL MONUMENTS AND R.O.W. MONUMENTS IN THE AREA OF CONSTRUCTION. ANY AND ALL CONTROL POINTS, SURVEY AND R.O.W. MONUMENTS THAT ARE DISTURBED SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.

DEFLECTION TESTS SHALL BE PERFORMED ON ALL FLEXIBLE PIPE. THE TESTS SHALL BE CONDUCTED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS. NO PIPE SHALL EXCEED A DEFLECTION OF 5%. IF THE DEFLECTION TEST IS TO BE RUN USING A RIGID BALL OR MANDREL, IT SHALL HAVE A DIAMETER EQUAL TO 95% OF THE INSIDE DIAMETER OF THE PIPE. THE TEST SHALL BE PREFORMED WITHOUT MECHANICAL PULLING DEVICES.

D

THE CLEAR WIDTH OF A CURB RAMP SHALL BE SIXTY (60) INCHES MINIMUM, EXCLUSIVE OF FLARED SIDES, IF PROVIDED.

A

WETLANDS AND/OR OTHER SURFACE WATERS

THE DEVELOPER'S AND CONTRACTOR'S ATTENTION IS DIRECTED TO ALL APPLICABLE LAWS REGARDING LIABILITY INCURRED THROUGH DISTURBANCE AND DESTRUCTION OF GEODETIC SURVEY MONUMENTS.

ST

EROSION AND SEDIMENT CONTROLS HAVE BEEN DEVELOPED AND FULLY ADDRESSED IN THIS WRITTEN PLAN AND THE EROSION AND SEDIMENT CONTROL PLAN AND DETAILS. AREA OF DISTURBANCE 0.23 ACRES.

CURB RAMP NOTES (CONT.):

FLOOR DRAINS, IF CONSTRUCTED, SHALL BE CONNECTED TO THE SANITARY SEWER. FLOOR DRAINS DO NOT INCLUDE FOUNDATION/FOOTER DRAINS. NOTE: ALL DISCHARGES TO THE SANITARY SEWER SHALL COMPLY WITH THE EFFLUENT LIMITS OF THE LOCAL AND/OR MONROE COUNTY SEWER USE LAW.

C

B. C. D. E. F.

INSTALL, MAINTENANCE, AND PROTECTION OF TRAFFIC DEVICES TO SECURE WORK AREAS AND EROSION CONTROL MEASURES. DEMOLITION OPERATIONS INCLUDING PARTIAL BUILDING DEMOLITION AND PAVEMENT REMOVAL. CONSTRUCTION OF PROPOSED BUILDING, PROVIDE CONCRETE WASHOUT AREA. INSTALLATION OF STORM SEWER AND OTHER UTILITIES. CONSTRUCTION OF LOADING AND PARKING AREAS. FINAL PAVING AND STABILIZATION OF DISTURBED AREAS.

COORDINATE ALL WORK WITH OWNER'S REPRESENTATIVE.

MI

A. SANITARY SEWER NOTES

E

THIS PROJECT WILL CONSIST OF THE PARTIAL DEMOLITION OF THE FORMER CHASE PITKIN OUTDOOR DISPLAY AREA FOR THE CONSTRUCTION OF NEW 19,013 SQ. FT. BUILDING WITH ASSOCIATED UTILITIES, DRIVES, AND LOADING AREA. THE ESTIMATED TIME FOR COMPLETION OF THE CONSTRUCTION PROJECT IS 180 DAYS. SOIL DISTURBING ACTIVITIES WILL INCLUDE:

PROVIDE MAINTENANCE AND PROTECTION OF TRAFFIC MEASURES AS DIRECTED BY OWNER'S REPRESENTATIVE.

ER

I NE

GENERAL NOTES

NG

PROJECT DESCRIPTION / CONSTRUCTION SEQUENCE

28.774± 16.8± 70± 1,279± 34'-6" 213.5 100 70.5

LANDSCAPED AREA

RIP-RAP (TYP.)

STORMWATER MANAGEMENT FACILITY

S

PARKING REQUIREMENTS

FOR STORES COVERING 20,000 SQ. FT. OR MORE GROSS FLOOR AREA = 2 SQ.FT. OF PARKING FOR EVERY 1 SQ. FT. OF GROSS FLOOR AREA STOP

MEDIAN SIGN

D CONC. PAD FOR ELEC. TRANS.

OVERHANG METAL CART RACK

METAL CART RACK WITH ROOF

S00°13'34"E 39.69'

METAL CART RACK WITH ROOF

PROPOSED HANDICAP STRIPING (TYP.) SEE DETAIL

AUTOMATED BEVERAGE CONTAINER REDEMPTION CENTER

WINE AND SPIRITS

By:

6" BOLLARD (TYP.)

13 6" BOLLARD (TYP.)

Date

WEBSTER SEWER DISTRICT

By:

CONC. PAD

Date

FIRE MARSHAL

CONC. PAD & ELEC. TRANS.

By:

METAL STEPS & LANDING

CONC. PAD & COMPACTOR

Date:

CONC. STAIRS

112 CONC. PAD

METAL DUMPSTER ENCLOSURE

8" BOLLARD (TYP.)

CONC. TRANS. PAD

WB-62 DESIGN VECHICLE "STOP"

iler STREET SIGN

2.5

N/F ASHWORTH PROPERTY GROUP LLC T.A. # 80.09-03-01.31 LIBER 12697 PAGE 129 1170 RIDGE ROAD

(60.0' R.O.W.)

DRIVE

= 26°33'19 R = 370.00' L = 171.49'

N/F RIDGEWOOD APARTMENT HOMES LLC T.A. # 80.09-03-01.2 LIBER 12490 PAGE 88 0 CROSSPOINT LANE

2.4' WIDE CONC. GUTTER

Semi-Tra

69.000ft 8.500ft 13.500ft 1.334ft 8.500ft 6.00s 28.40°

e Interstat

WB-62 -

WB-62 - Interstate Semi-Trailer Overall Length Overall Width Overall Body Height Min Body Ground Clearance Max Track Width Lock-to-lock time Max Steering Angle (Virtual)

39 41

RACHEL

WB-62 - Interstate Semi-Trailer

CROSSPOINT LANE

2.5

"BEND AHEAD"

(60.0' R.O.W.)

23.5 17.4 19.5

1042.91'

S00°51'50"E

CA100 SHEET 3 OF 8

480.01

1"=50' SCALE

05/08/2025

DATE

M.G.

0 9 6 1 84

METAL STEPS & LANDING

N/F RIDGE ROAD DEVELOPMENT LIMITED LIABILITY COMPANY T.A. # 80.09-03-01.11 LIBER 9145 PAGE 569 1000 CROSSPOINT LANE

( IN FEET ) 1 inch = 50 ft. (24" x 36" SHEET) 1 inch = 100 ft. (12" x 18" SHEET)

8" BOLLARD (TYP.)

100

METAL COMPACTOR UNIT

WB-62 - Interstate Semi-Trailer

CURVE AHEAD

Max 65° Horiz Max 10° Vert 4.2

TOPO/BASE

FF=413.53

6" BOLLARD (TYP.) 8" BOLLARD (TYP.) CONC. PAD

WB-62 - Interstate Semi-Trailer

= 17°05'56" R = 430.00' L = 128.33'

D.T.H.

CONC. LOADING DOCK AREA

BLACKTOP

FF=413.54

GRAPHIC SCALE

CONC. PAD

FF=413.55

T)

L=171.49, R=370.00 D=026°33'

CONC. LOADING DOCK AREA

EX. BLOCK WALL

Interst ate Se mi-Tra iler

CONC. LOADING DOCK

METAL STEPS & LANDING

CONC. GUTTER

ZONING LINE

BOUNDARY

6" BOLLARD (TYP.) METAL SUPPORT COLUMN

D

27.9

D.J.L.

Date

MONROE COUNTY HEALTH DEPARTMENT

6" BOLLARD (TYP.) BUILDING OVERHANG

DRAWN BY

TOWN ASSESSOR

NO.

METAL SUPPORT COLUMN

CONC. PAD & GAS REGULATOR

Date

TOWN HIGHWAY SUPERINTENDENT

By:

8" BOLLARD (TYP.)

CONC. PAD & ELEC. TRANS.

By:

METAL CATWALK

Date

PLANNING BOARD CHAIRMAN

6" BOLLARD 4" BOLLARD (TYP.)

Date

TOWN ENGINEER

8" BOLLARD (TYP.)

CONC. PAD

BLACKTOP

Date

DIRECTOR OF COMMUNITY DEVELOPMENT

200

128.8'

57. 4'

WEGMANS FOOD MARKET

F.F.= 413.49

PROPOSED RECESSED LOADING DOCK & RETAINING WALL

158 .5'

MASSAGE ENVY - SPA

CONC. PAD

"STOP"

UKRAINIAN FEDERAL CREDIT UNION

SIERRA 19,013 Sq. Ft.

"HOBBY LOBBY"

HC

HAIRZOO

LOVELY NAILS

SPEEDY'S CLEANERS

NOURISHED

4" BOLLARD (TYP.)

PROPOSED TRASH COMPACTOR

"10 MPH"

HALLMARK GOLD CROWN

4" BOLLARD (TYP.)

E

Y COMMERC (HIGH INTENSIT

BARBER SHOP

EXISTING BLOCK WALL

102.4' WOOD PLAYGROUND

PEARLE VISION

CONC. CURB

BRICK PLANTER (TYP.)

OVERHANG

FF=413.51

OVERHANG

CONC. SIDEWALK "STOP"

NS

AY - ROUTE 10 TY EXPRESSW

IAL DISTRICT)

OVERHANG

WB-62 -

CONC. GUTTER

OVERHANG

553.00'

N/F JOHN CASCIANI T.A. # 79.12-01-10 LIBER 11785 PAGE 118 1154 RIDGE ROAD

S

CROSSWALK STRIPING 12" WHITE STRIPES

248.66'

ERCIAL DISTRIC TENSITY COMM

N/F JOHN CASCIANI T.A. # 79.12-01-11 LIBER 11839 PAGE 4 1150 RIDGE ROAD

HANDICAP SIGN

N84°38'38"E

WOOD SHED

S85°53'14"W

MC (MEDIUM IN

N/F BRAD BLAIN T.A. # 79.12-01-12 LIBER 10784 PAGE 611 1148 RIDGE ROAD

S

GRANITE CURB (TYP.)

"STOP"

S85°53'13"W 70.66'

N01°12'31"W 35.00'

N/F JOHN CASCIANI T.A. # 79.12-01-13 LIBER 10260 PAGE 296 1144 RIDGE ROAD

RIM=411.27

S

S "NO PARKING"

N01°12'32"W 6.00'

RIM=411.28

-WAYNE COUN

120.00' S85°53'15"W

N/F JOHN CASCIANI T.A. # 79.12-01-14 LIBER 9117 PAGE 146 1142 RIDGE ROAD

RIM=411.37

PROPOSED AWNING / MAIN ENTRANCE

L I CE

APVLS.

CHKD.

BY

S

IRONDEQUOIT

1,047

CONC. APRON AROUND CATCH BASIN

REVISION

DATE

HA

C

OF N EW

N/F WEGMANS FOOD MARKETS INC T.A. # 79.12-01-06.211 LIBER 8158 PAGE 10 900 HOLT ROAD

A

H

ST

T E EL O R I T Y

RK O IE

AREA=28.774 ACRES 23

E.R.G.

AL S S I ON

OF E

PR

D

6" METAL LIGHT POST ON 2' CONC. BASE (TYP.)

C

MI

304.05'

METAL CART RACK

E

METAL CART RACK

CONC. APRON AROUND CATCH BASIN METAL CART RACK

ER

GRANITE CURB (TYP.)

PROJECT MANAGER

S

I NE

S86°53'42"W

9 6' WOOD FENCE (FOR DUMPSTER ENCLOSURE)

ZONING LINE EASEMENT NO. 3 20' WIDE SANITARY SEWER EASEMENT TO THE TOWN OF WEBSTER PER REF # 4

S86°37'30"E

Costich Engineering

OVERHANG

ONE STORY BRICK BUILDING "CHASE BANK" FF=413.53

DWG. #

STOP

TIMBER GUARD RAILING

Civil Engineering

225,606 SQ. FT. 210,209 SQ. FT. 2,344 SPACES 1,202 SPACES 1,198 SPACES

350.81'

= = = = =

STOP

EXISTING TOTAL BUILDING AREA PROPOSED AREA TOTAL BUILDING SPACES REQUIRED BOLLARD (TYP.) EXISTING3"SPACES PROPOSED SPACES

WEGMANS FOOD MARKET 100 WEGMANS MARKET STREET ROCHESTER, NEW YORK 14624

28.774± 18± 70.1 1,279± 30± 213.5 100 70.5

CLIENT

2.0 20 67 200 50 150 75 50

217 Lake Avenue Rochester, NY 14608 (585) 458-3020

PROPOSED

TAX PARCEL NO. 079.12-01-06.211 PART OF TOWN LOTS 1 & 2 , TOWNSHIP 13 & 14 SECTION 12, , RANGE 4 OF THE PHELPS AND GORHAM PURCHASE, TOWN OF WEBSTER, COUNTY OF MONROE, STATE OF NEW YORK

EXISTING

TITLE OF PROJECT

COM HC (HIGH INTENSITY

MIN. LOT AREA (ACRE) MAX. LOT COVERAGE (%) MAX IMPERVIOUS COVER (%) LOT WIDTH (FT) MAX. BUILDING HEIGHT (FT) MIN. FRONT YARD SETBACK (FT) MIN. SIDE YARD SETBACK (FT) MIN. REAR YARD SETBACK (FT)

REQUIRED

LOCATION OF PROJECT

BULK REQUIREMENTS:

Landscape Architecture

ENTER

OVERALL SITE PLAN

EXISTING ZONING

HC (HIGH INTENSITY COMMERCIAL)

N26°04'25"E 88.19'

EXIT

Land Surveying

MEDIAN SIGN

900 HOLT ROAD

1' WIDE BLOCK WALL

S

N/F CASCIANI CONSTRUCTION T.A. # 79.12-01-15 LIBER 9117 PAGE 228 1136 RIDGE ROAD

863.99'

NG

MERCIAL DISTRICT)

SITE DATA

ISTRICT)

N/F ROBERT MICOLI T.A. # 79.12-01-16 LIBER 9125 PAGE 521 1130 RIDGE ROAD

8" BOLLARD (TYP.)

N00°40'09"W

STOP

S84°46'11"W

N/F GARY HARGARTHER T.A. # 79.12-01-17 LIBER 9546 PAGE 596 1128 RIDGE ROAD

146.92'

D SITY COMMERCIAL MC (MEDIUM INTEN

ASPHALT DRIVE

S

GRID

TITLE OF DRAWING

S

N03°41'55"E 26.26'

COUNTY ROAD 10

(R.O.W. VARIES)

SIERRA TRADING POST

HOLT ROAD

N11°26'37"E 76.25'

N

N04°29'15"E 55.63'

MONROE COUNTY HEALTH DEPARTMENT

W

18" C.M.P.P.I.

407.57

24" C.M.P.P.I.

406.98

407.01

406.51

TG=411.90

TG=411.85 407.73

T.G.=411.98

PROPOSED HANDICAP STRIPING (TYP.) SEE DETAIL

PAVEMENT REMOVAL FOR SANITARY LATERAL INSTALLATION

CONC. APRON AROUND CATCH BASIN

EXISTING STRIPING TO BE GROUND OFF FOR PROPOSED HANDICAP PARKING STRIPING

S

GRANITE CURB (TYP.)

14.9'

11.8'

RK O IE

SIERRA 19,013 Sq. Ft.

METAL SUPPORT COLUMN

STORM TO BE ABANDONED BELOW GRADE.

428 42 9 6"

"STOP"

412.91

427.39

12" C.M.P.P.I.

427.72

2" 8"

C.M .P. 73

BRUSH

WV

D 408.89

1" 1"

EXISTING FEATURES TO REMAIN

PROPOSED TRASH COMPACTOR

WV

ZONING

"HOBBY LOBBY"

415

EXISTING FEATURES TO BE REMOVED

METAL SUPPORT COLUMN

16.0'

421

PORTION OF TRENCH DRAIN TO REMAIN

425

BUILDING OVERHANG

426

G

.5'

DATE

EX. BLOCK WALL

G

409.99

412.91

G

430

D 408.89

12" C.M.P.P.I.

.P.S.I.

432

W

HEAVY DUTY ASPHALT PAVING BLACKTOP

TG=412.42

10"-12" PINES & BRUSH

15" C.M

431

433

"STOP"

BLACKTOP

427.44

12" C.M.P.P.I.

NO.

LIMITS OF EXISTING WALL REMOVAL

"STOP" 427.39

METAL SUPPORT COLUMN

"10 MPH"

CONC. GUTTER

434

EXISTING OVERHANG TO REMAIN

42 9

G

T.G.=432.03

5 43

SAW CUT (TYP.)

57. 4'

W

RIM=416.06 APPROXIMATE LOCATION BURIED DRAINAGE MANHOLE. (INVERTS PER REF #8)

G

6" BOLLARD (TYP.)

BRUSH

428

G

BUILDING OVERHANG

EASEMENT NO. 1 20' WIDE WATERMAIN EASEMENT TO THE TOWN OF WEBSTER PER REF # 4

METAL SUPPORT COLUMN

(TO BE REMOVED)

6" STEEL BOLLARDS

120

W

"10 MPH"

6" BOLLARD (TYP.)

8' TALL RAWD IRON SWING GATE

12" C.M.P.

427

N/F JOHN CASCIANI T.A. # 79.12-01-10 LIBER 11785 PAGE 118 1154 RIDGE ROAD

PAVEMENT REMOVAL FOR STORM SEWER AND LOADING DOCK INSTALLATION

158

W

422

PAVEMENT REPLACEMENT AS REQ'D FOR UTILITY AND LOADING DOCK INSTALLATION

407.63

427.72

TG=412.50 407.47

18" C.M.P.S.I.

406.93

406.42

21" C.M.P.S.I.

RA

CH EL DR (60. IV 0' R .O.W E .)

W

" 12

8" D.I.P. WATE

RMAIN W

423

W

"STOP" W

W

422

1 41

T.G.=416.88

W

"BEND AHEAD"

411.24

W

EASEMENT NO. 1 20' WIDE N/F WATERMAIN EASEMENT TO THE GROUP LLC ASHWORTH PROPERTY TOWN T.A.OF # WEBSTER 80.09-03-01.31 PER REF # 4 PAGE 129 LIBER 12697 1170 RIDGE ROAD

RA CH EL DR (60. IV 0' R .O.W E .)

"BEND AHEAD"

421

M C.

D

W

419

411.31

12" C.M.P.

N/F ASHWORTH PROPERTY GROUP LLC T.A. # 80.09-03-01.31 LIBER 12697 PAGE 129 1170 RIDGE ROAD

. .P

10"-12" PINES & BRUSH

W

T.G.=416.81

STREET SIGN

EXISTING FEATURE/DEMOLITION PLAN

SITE AND PAVEMENT MARKING PLAN

SCALE 1"=30'

WV

424

WV

420

WV

425

427

W

9 40

426

W

Y

WV

428

T.G.=431.88

429

H

CURVE AHEAD

GRAPHIC SCALE

CONC. GUTTER

( IN FEET ) 1 inch = 30 ft. (24" x 36" SHEET) 1 inch = 60 ft. (12" x 18" SHEET)

D

60'

420

45.0'

419

418

METAL SUPPORT COLUMN

424

426

CA110 SHEET 4 OF 8

128.8'

EXISTING PAVEMENT TO BE REMOVED

423

N/F JOHN CASCIANI T.A. # 79.12-01-10 LIBER 11785 PAGE 118 1154 RIDGE ROAD

480.01

BY

20 2.

417

(TO BE REMOVED) TRENCH GRATE T.G.=413.0±

424

DWG. #

N/F JOHN CASCIANI T.A. # 79.12-01-11 LIBER 11839 PAGE 4 1150 RIDGE ROAD

COVERED OUTDOOR DISPLAY AREA

W

416

423

E

REVISION

414

CUT AND CAP EXISTING STORM SEWER

"HOBBY LOBBY"

PROPOSED RECESSED LOADING DOCK & RETAINING WALL

NS

CHKD.

METAL SUPPORT COLUMN

410.82

413

410.84

T.G.=412.32

LINE CLEAN-OUT INV=411.00 CLEAN-OUT INV=410.82

L I CE

APVLS.

.6 0

TRENCH DRAIN TO BE PLUGGED AT THE PROPOSED EAST WALL AND FILLED WITH CONCRETE INSIDE THE PROPOSED BUILDING.

40 9

N/F BRAD BLAIN T.A. # 79.12-01-12 LIBER 10784 PAGE 611 1148 RIDGE ROAD

DEMO LEGEND

H

HA

EXISTING BLOCK WALL

WOOD PLAYGROUND

12"

422

WV

6" CONCRETE PAVING

PROPOSED AWNING / MAIN ENTRANCE

102.4'

EXISTING CONCRETE SLAB TO REMAIN AND BE LEVELED TO FINISHED GRADE

METAL ROOF OVERHANG

TG=420.09

425

6' WIDTH ASPHALT PAVEMENT REPLACEMENT PAVEMENT MARKINGS TO BE RE-ESTABLISHED AS REQUIRED

OF N EW

METAL SUPPORT COLUMN

410.72

Y

"STOP"

CONC. CURB

(TO BE REMOVED)

409.45

1 42

H

12.0'

6" STEEL BOLLARDS

Costich Engineering

14.9'

CROSSWALK STRIPING 12" WHITE STRIPES

"STOP"

BRICK PLANTER (TYP.)

RAWD IRON GATE

430 431

420

W

2-3

409.99

W W

BUILDING FIRE CONNECTION

12" P.V.C.

EXISTING BLOCK WALL (TO REMAIN)

CONC. CURB

(TO BE REMOVED) (TO BE REMOVED) METAL SUPPORT COLUMN

N/F JOHN CASCIANI T.A. # 79.12-01-13 LIBER 10260 PAGE 296 1144 RIDGE ROAD

PIV

429 428 427 426 425

W

"STOP"

FD

414.70

N/F JOHN CASCIANI T.A. # 79.12-01-11 LIBER 11839 PAGE 4 1150 RIDGE ROAD

28.0'

27.5'

2-3

12" STORM LATERAL

12" C.M.P.

415.38

27.5'

EASEMENT NO. 1 20' WIDE WATERMAIN EASEMENT TO THE TOWN OF WEBSTER PER REF # 4

415.38

414 .

12" STORM LATERAL

METAL SUPPORT COLUMN

12" C.M.P. 415.43

"STOP"

8" D.I.P. W FIRE SERVICE

W

415.51

6 41

BRICK COLUMN TYPICAL

419

8" D.I.P. WATERMAIN

2- 1

PROJECT MANAGER

9.0' 6"

Y

CUT AND CAP EXISTING STORM SEWER

8' TALL RAWD IRON FENCE

418

T.G.= 419.12

W

"NO PARKING"

20.0'

OVERHANG

7 41

N/F BRAD BLAIN T.A. # 79.12-01-12 LIBER 10784 PAGE 611 1148 RIDGE ROAD

6" H

EXISTING ASPHALT PAVEMENT TO BE REMOVED

TG=420.19

W

20.0'

2-1

PROPOSED SAW CUT (TYP.)

415

WOOD PLAYGROUND

W

GRANITE CURB (TYP.)

"STOP"

N/F JOHN CASCIANI T.A. # 79.12-01-13 LIBER 10260 PAGE 296 1144 RIDGE ROAD

W

20.0'

14.6'

414.21

W

9.0'

W

414

3 5" 7"

W

9.0'

W

9.0'

W

16" DIP WATERMAIN

W

D

W

12" PVC STORM LATERAL

N/F JOHN CASCIANI T.A. # 79.12-01-14 LIBER 9117 PAGE 146 1142 RIDGE ROAD

HANDICAP SIGN

EASEMENT NO. 2 20' WIDE WATERMAIN EASEMENT TO THE TOWN OF WEBSTER PER REF # 4

2-2

9.0'

"NO PARKING"

2-2

9.0'

WV

432

N/F JOHN CASCIANI T.A. # 79.12-01-14 LIBER 9117 PAGE 146 1142 RIDGE ROAD

CONC. APRON AROUND CATCH BASIN

RIM=411.37

16.2'

W

10"

TG=410.62

11.8'

407.46

15" C.M.P.

408.00

TITLE OF PROJECT

Civil Engineering

1"=30'

S

WEGMANS FOOD MARKET 100 WEGMANS MARKET STREET ROCHESTER, NEW YORK 14624

WITHIN CROSSWALK

0 9 6 1 84

Date:

By:

CLIENT

---

217 Lake Avenue Rochester, NY 14608 (585) 458-3020

FREE STANDING

Land Surveying

12"x36"

900 HOLT ROAD

R1-6

TO

TITLE OF DRAWING

TOWN HIGHWAY SUPERINTENDENT

ANY TIME

D.J.L.

Date:

YIELD

SCALE

DRAWN BY

TOWN ASSESSOR

PARKING

C

By:

Date:

T E EL O R I T Y

By:

05/08/2025

NO

PLANNING BOARD CHAIRMAN

AL S S I ON

60" MIN.

Date

FIRE MARSHAL

Date:

OF E

"C"

SIERRA TRADING POST

By:

7'-0"

DATE

12"x18" RED ON WHITE

TOWN ENGINEER

"C"

PR

R7-1

12"x6" WHITE ON BLUE

E.R.G.

Date:

R7-8B

WEBSTER SEWER DISTRICT

A

By:

RESERVED PARKING

Date:

ST

By:

C

Date

DIRECTOR OF COMMUNITY DEVELOPMENT

MI

By:

D

GRID

MONROE COUNTY WATER AUTHORITY

TAX PARCEL NO. 079.12-01-06.211 PART OF TOWN LOTS 1 & 2 , TOWNSHIP 13 & 14 SECTION 12, , RANGE 4 OF THE PHELPS AND GORHAM PURCHASE, TOWN OF WEBSTER, COUNTY OF MONROE, STATE OF NEW YORK

QNT.

LOCATION OF PROJECT

60" MIN.

HEIGHT

Landscape Architecture

"C"

TYPE OR MOUNT

M.G.

NY R7-8

12"x18" BLUE AND GREEN ON WHITE

MUTCD DESCRIPTION NUMBER

TEXT

D.T.H.

SIGN NO.

TOPO/BASE

QNT.

EXISTING FEATURES/ DEMOLITION AND SITE PLAN

HEIGHT

BOUNDARY

TYPE OR MOUNT

E

MUTCD DESCRIPTION NUMBER

ER

TEXT

I NE

SIGN NO.

Date:

NG

By:

N

SIGN LEGEND

By:

Date:

W

S 8" 8"

406.98

407.01

4" PVC SANITARY LATERAL (SDR-21) @ 2.0%

TG=411.90 407.73

TG=410.62

T.G.= 411.98

CONC. APRON AROUND CATCH BASIN RIM=411.37

C.O. 405.91

403.21 S

W

C.O.

CLEAN OUTS (TYP.) WITH A 75' MAXIMUM SPACING W

W

415.51

CA110 SHEET 5 OF 8

480.01 DWG. #

05/08/2025

DATE

M.G.

D.T.H.

TOPO/BASE

BOUNDARY

PR

HA

0 9 6 1 84

C

T E EL O R I T Y

CONC. CURB

D

413.48

REVISION

413.48

413.20

DATE NO.

413.37

413.33

413.39

413.45

413.24

413.19

413.53

413.51

413.47

413.15

413.09

413.49

419 2" 8"

RA

12" C.M.P.

T.G.=416.81

DRIVE

60 15 0

41 8

RACHEL

N/F ASHWORTH PROPERTY GROUP LLC T.A. # 80.09-03-01.31 LIBER 12697 PAGE 129 1170 RIDGE ROAD

420

W

421

W

GRADING AND EROSION CONTROL PLAN SCALE 1"=30'

411.31

W

419

411.24

UTILITY PLAN

424

W

21 1. 41

10"-12" PINES & BRUSH

422

W

CH EL DR (60. IVE 0' R .O.W .)

423

W

TG=412.50

( IN FEET ) 1 inch = 30 ft. (24" x 36" SHEET) 1 inch = 60 ft. (12" x 18" SHEET)

429 T.G.=431.88

8" D.I.P. WATE RMAIN W

427

. "C

X X

428

WV

.P

432

433

38 9.

Y

COMPOST FILTER SOCK INLET PROTECTION (TYP.)

10"-12" PINES & BRUSH 413.19

X

21" C.M.P.S.I. CONC. GUTTER

H

413.45

RIM=416.06 APPROXIMATE LOCATION BURIED DRAINAGE MANHOLE. (INVERTS PER REF #8)

425

406.42

D

GRAPHIC SCALE

BLACKTOP

406.93

120

CONC. GUTTER

18" C.M.P.S.I.

CONCRETE WASH OUT

413.38

T.G.=432.03

M

WV

OF N EW

G

TG=412.42

D

TG=412.50 407.47

MATCH EXISTING PAVEMENT GRADES 42 9

434

BLACKTOP

T.G.=416.88

SCALE 1"=30'

413.42

410.08

409.75

103'-12" HDPE @ 1.41%

12" C.M.P. 409.99

G

EX. BLOCK WALL DUTY ASPHALT PAVEMENT HEAVY

X

N/F ASHWORTH PROPERTY GROUP LLC T.A. # 80.09-03-01.31 LIBER 12697 PAGE 129 1170 RIDGE ROAD

413.51

410.46

D

410.82

410.84

411.00

W

8" D.I.P. WATERMAIN

WV W

W W W

G

(2) 45° BENDS

W

METAL SUPPORT COLUMN

413.51

W

X

D: CONNECT TO EX. INLET INV=408.30

FURNISH AND INSTALL NEW 8"X8"X8" TAPPING SLEEVE AND VALVE. CONTRACTOR WILL PROVIDE EXCAVATION AND ALL MATERIALS FOR A SAFE EXCAVATION (PROPER TRENCH SHORING) WITH PLACEMENT OF AN ADEQUATELY SIZED THRUST BLOCK PER MCWA DETAIL. COORDINATE WITH MCWA TO SCHEDULE AND PERFORM THE TAP FOR A SET FEE. G G G WITH SUITABLE G CONTRACTOR RESPONSIBLE FOR BACKFILLING MATERIAL AND RESTORATION OF ALL GROUND SURFACES IMMEDIATELY UPON REMOVING THE SAMPLE TAP AFTER TESTING.

EX. BLOCK WALL

DISINFECTION AND SAMPLING TAP

W

X

W

X

WV

RA CH EL DR (60. IVE 0' R .O.W .)

6" BOLLARD (TYP.)

BRUSH

428

WV

X

G

W

X X

W

D-1 TG=413.3

413.57

407.63

(2) 45° BENDS

OVERHANG

TG 413.05

T.G.=431.88

W

413

18" VERTICAL SEPARATION REQ'D

427.72

420

.P.S.I.

413.6

431

12" C.M.P.P.I.

423

15" C.M

427.44

413

MEET EX. GRADE (TYP.) BUILDING

430

12" C.M.P.P.I.

6" BOLLARD (TYP.)

LOADING DOCK RETAINING WALL TOP OF WALL FG +12" DOCK GRADE AS SHOWN (MAX 8% SLOPE)

413.52

G

D 408.89

427.39

426

427

W

412.91

N/F JOHN CASCIANI T.A. # 79.12-01-10 LIBER 11785 PAGE 118 1154 RIDGE ROAD

METAL SUPPORT COLUMN

412

422

G

E

"HOBBY LOBBY"

410 411

426

260 LF OF 8" CLASS 52 ZINC COATED D.I.P.COMBINED WATER SERVICE

X

425

G

D-1 2'x2' INLET TG=413.3

METAL SUPPORT COLUMN

W

G

425

41'-8" HDPE @ 0.92%

RIM=416.06 APPROXIMATE LOCATION BURIED DRAINAGE MANHOLE. (INVERTS PER REF #8)

G

X

72'-8" HDPE @ 1.03%

.08

BUILDING OVERHANG

54'-8" HDPE @ 1.00%

T.G.=432.03

423

421

4 10

PROVIDE CLEAN-OUT INV=410.46

TG 413.03

424

W

PROVIDE 8"x8" WYE CONNECTION STA. INV=410.91

6" BOLLARD (TYP.)

PROVIDE 8"x8" WYE CONNECTION STA. INV=410.46

PROVIDE CLEAN-OUT INV=411.20

NS

413.53

409.53 TG 409.36

413.53

424

METAL SUPPORT COLUMN

18" VERTICAL SEPARATION REQ'D N/F JOHN CASCIANI T.A. # 79.12-01-10 LIBER 11785 PAGE 118 1154 RIDGE ROAD

422

PROVIDE 8"X8" TEE INV=410.82 W

PROVIDE 8"x8" WYE CONNECTION STA. INV=410.80

Y

D-2 TG=413.0

417

H

33'-8" HDPE @ 0.55%

411.00

410.65

N/F JOHN CASCIANI T.A. # 79.12-01-11 LIBER 11839 PAGE 4 1150 RIDGE ROAD

418

PROVIDE 12"x8" WYE CONNECTION INV=410.65

410.93

X

COMPOST FILTER SOCK INLET PROTECTION (TYP.)

T.G.=412.32

416

29'-8" HDPE @ 1.19%

L I CE

X

8'-12" HDPE @ 2.52%

X

415

JOHN CASCIANI T.A. # 79.12-01-11 LIBER 11839 PAGE 4 1150 RIDGE ROAD

FFE 413.53 1 42

414

PROVIDE CLEAN-OUT INV=411.00

TG= 420.09

X

T.G.=412.32

TG= 420.19

"HOBBY LOBBY"

408.30

W

415.38

12" C.M .P. .73

COMPOST FILTER SOCK INLET PROTECTION (TYP.)

419

T.G.= 419.12

H

420

LOADING DOCK STORM DRAIN PUMP SEE DETAILS 5'-12" HDPE @ 6.29% 26'-8" HDPE @ 0.43% PROVIDE CLEAN-OUT PROVIDE INV=411.00 CLEAN-OUT INV=410.82 PROVIDE CLEAN-OUT INV=411.00

410.72

414

SIERRA 19,013 Sq. Ft.

426

TG=420.09 12" C.M.P. 415.43

FFE 413.53

EXISTING BLOCK WALL

W W

414.70

413.60

RK O IE

418

N/F BRAD BLAIN T.A. # 79.12-01-12 LIBER 10784 PAGE 611 1148 RIDGE ROAD

EXISTING TRENCH GRATE. PLUG GRATE AT NEW WALL LIMITS AND CONNECT TO PROPOSED STORM DRAINS

10' LOADING DOCK TRENCH DRAIN DRAINS TO SUMP PUMP TG = 409.36

413.50

413.53

RPZ & METER LOCATED IN MECHANICAL ROOM WITH DISINFECTION AND SAMPLING TAP

12" C.M.P.

413.30

413.47 413.51

413.22

408.50 W

CONC. CURB

BRICK PLANTER (TYP.)

WOOD PLAYGROUND

415.38

413.34 413.24

413.31

413.46

413.51

7 41

D-2 2'x2' INLET TG=413.0

N/F JOHN CASCIANI T.A. # 79.12-01-13 LIBER 10260 PAGE 296 1144 RIDGE ROAD

PIV BUILDING FIRE CONNECTION

T.G.= 419.12

413.76

12" STORM LATERAL

SIERRA 19,013 Sq. Ft. FFE 413.53

BRAD BLAIN T.A. # 79.12-01-12 LIBER 10784 PAGE 611 1148 RIDGE ROAD

413.31

CONCRETE SIDEWALK TO MATCH EXISTING PAVEMENT GRADES

414.31

OVERHANG

TG=420.19

413.31

413.87

FD

WOOD PLAYGROUND

413.35

413.12

8" D.I.P. W FIRE SERVICE

W

12" STORM LATERAL

413.62

D.J.L.

D

H

O. C.

415

GRANITE CURB (TYP.) 413.20 413.16

413.38

413.69

4" PVC SANITARY LATERAL (SDR-21) @ 2.0%

414.21

DRAWN BY

5" 7"

Y

413.05

413.03

412.91

E.R.G.

W

412.94

PROJECT MANAGER

C.O.

GRANITE CURB (TYP.)

JOHN CASCIANI T.A. # 79.12-01-13 LIBER 10260 PAGE 296 1144 RIDGE ROAD

412.64

412.67

414

W

A

W

12" PVC STORM LATERAL

W

412.72

412.59

ST

W

16" DIP WATERMAIN

8" 4"

C

W

N/F JOHN CASCIANI T.A. # 79.12-01-14 LIBER 9117 PAGE 146 1142 RIDGE ROAD

MI

WV

PAVEMENT REMOVAL LIMITS FOR SANITARY SEWER CONSTRUCTION 41

N/F JOHN CASCIANI T.A. # 79.12-01-14 LIBER 9117 PAGE 146 1142 RIDGE ROAD

CONC. APRON AROUND CATCH BASIN

10"

PAVEMENT REMOVAL LIMITS. SAWCUT REQUIRED.

TG=411.90

Costich Engineering

TG=411.85 T.G.=411.98

TG=411.85

Civil Engineering

18" C.M.P.P.I.

407.57

406.51

ER

407.46

15" C.M.P.

408.00

24" C.M.P.P.I.

1"=30'

S

TITLE OF PROJECT

413

217 Lake Avenue Rochester, NY 14608 (585) 458-3020

RIM=421.30

I NE

414.2

CONNECT TO EXISTING SANITARY LATERAL STUB

NG

MONROE COUNTY HEALTH DEPARTMENT

SCALE

Date

TOWN HIGHWAY SUPERINTENDENT

AL S S I ON

By:

Date

TOWN ASSESSOR

WEGMANS FOOD MARKET 100 WEGMANS MARKET STREET ROCHESTER, NEW YORK 14624

By:

OF E

Date

PLANNING BOARD CHAIRMAN

Landscape Architecture

By:

Date

FIRE MARSHAL

CLIENT

By:

Land Surveying

Date

TOWN ENGINEER

TITLE OF DRAWING

By:

Date

WEBSTER SEWER DISTRICT

900 HOLT ROAD

By:

SIERRA TRADING POST

DIRECTOR OF COMMUNITY DEVELOPMENT

UTILITY, GRADING AND EROSION CONTROL PLAN

GRID

Date:

E

By:

TAX PARCEL NO. 079.12-01-06.211 PART OF TOWN LOTS 1 & 2 , TOWNSHIP 13 & 14 SECTION 12, , RANGE 4 OF THE PHELPS AND GORHAM PURCHASE, TOWN OF WEBSTER, COUNTY OF MONROE, STATE OF NEW YORK

Date

MONROE COUNTY WATER AUTHORITY

LOCATION OF PROJECT

N

By:

W

4" WV

G

8" WV

W

ZONING LINE SCALE 1"=30' G

W

RA CH EL DR (60. IVE 0' R .O.W .) G

D REVISION

FND IP S 0.18' E 0.33'

BUILDING OVERHANG

G BY

G G

W H

G

W

G

W

G

W W W

FND IP N 0.03' E 0.06' APVLS.

PIV OVERHANG

RK O IE

BRICK PLANTER (TYP.)

SIERRA 19,013 Sq. Ft.

G

10"-12" PINES & BRUSH

1" 1" Y

2" WV

10"-12" PINES & BRUSH

W W

W

RACHEL

H

DRIVE

UTILITY PLAN L I CE

NS

1"=30'

GRANITE CURB (TYP.)

Costich Engineering

SCALE

05/08/2025

W

AL S S I ON

OF E

3/4" PIPE FOUND

DATE

0 9 6 1 84

PR

W

D

W

M.G.

W

TOPO/BASE

W

"HOBBY LOBBY" CHKD.

FD

W

D.T.H.

S

BOUNDARY

RIM=411.37

D.J.L.

217 Lake Avenue Rochester, NY 14608 (585) 458-3020

Landscape Architecture

Land Surveying

8" CLIENT

LIGHTING PLAN

900 HOLT ROAD

WEGMANS FOOD MARKET 100 WEGMANS MARKET STREET ROCHESTER, NEW YORK 14624

480.01

EA100 SHEET 6 OF 8

DWG. #

TAX PARCEL NO. 079.12-01-06.211 PART OF TOWN LOTS 1 & 2 , TOWNSHIP 13 & 14 SECTION 12, , RANGE 4 OF THE PHELPS AND GORHAM PURCHASE, TOWN OF WEBSTER, COUNTY OF MONROE, STATE OF NEW YORK LOCATION OF PROJECT

TITLE OF DRAWING

SIERRA TRADING POST

Date:

DRAWN BY

CONC. APRON AROUND CATCH BASIN

Civil Engineering

S TITLE OF PROJECT

W

MONROE COUNTY HEALTH DEPARTMENT

C

W

W 6"

By:

E.R.G.

Y

D

PROJECT MANAGER

W

OF N EW

W

Date

Date:

T E EL O R I T Y HA

CONC. CURB

TOWN HIGHWAY SUPERINTENDENT TOWN ASSESSOR

FND IP N 0.06 E 0.00

DATE

W

METAL SUPPORT COLUMN NO.

WOOD PLAYGROUND EXISTING BLOCK WALL

W

By:

( IN FEET ) 1 inch = 30 ft. (24" x 36" SHEET) 1 inch = 60 ft. (12" x 18" SHEET)

BRUSH

120

W

PLANNING BOARD CHAIRMAN

Y

D

W

By:

Date:

WV

W

FND IP S 0.17' E 0.16'

W

G H

W

Date

FIRE MARSHAL

W

FND IP S 0.05 W 0.01

WV

D

W

GRAPHIC SCALE

WV

W 7" H

W

414.2

By:

A

TOWN ENGINEER

ST

By:

Date:

C

10" 6"

Date

WEBSTER SEWER DISTRICT

MI

By:

E

DIRECTOR OF COMMUNITY DEVELOPMENT

GRID

ER

Date:

I NE

Date:

N

MONROE COUNTY WATER AUTHORITY

NG

By:

E

6" BOLLARD (TYP.)

METAL SUPPORT COLUMN

6" BOLLARD (TYP.)

EX. BLOCK WALL

6" G

BLACKTOP

A (FT)

1.0

1.5

1.0

1.5

2.0

1.5

2.0

2.5

1.5

2.5

1.0

2.0

1.5

2.0

2.5

1.5

2.5

1.0

1.5

3.33

1.0

1.5

1.0

1.5

12"

1.5

2.0

1.5

2.6

PIPE DIAMETER

4'-4 1/2" (TYP.)

* SIZE BLOCK BASED ON BRANCH DIAMETER. 20'

8" MIN. 4"

SOIL BEARING STRENGTH PSI TEST PRESSURE

1114 DEGREE

2221 DEGREE

45 DEGREE

W (FT)

H (FT)

VOL (CY)

L (FT)

W (FT)

H (FT)

VOL (CY)

L (FT)

W (FT)

H (FT)

VOL (CY)

L (FT)

W (FT)

H (FT)

VOL (CY)

1.25

1.75

0.08

1.25

1.75

0.08

1.25

1.75

.08

1.25

1.75

1.5

0.11

1.5

0.11

1.5

.11

1.5

.22

12"

2.5

0.27

2.5

0.27

2.5

.27

3.3

2.5

.91

SOIL BEARING STRENGTH -

ANCHORS (TYP.)

3"(TYP)

GRADE

1 1/2" COVER

GRADE

CL

CONCRETE THRUST BLOCK

3" (T

CONCRETE THRUST BLOCK

YP

)

6"BASE

1" COPPER

BEND ELEVATION

UNDISTURBED SOIL

PRECAST SECTION (4000 PSI)

USE CRUSHED STONE BACKFILL THOROUGHLY COMPACTED IN 12" LIFTS

GRADE

UNDISTURBED SOIL

REBAR (TYP)

HORIZONTAL THRUST BLOCKS

DME 14

NOT TO SCALE

UNDISTURBED SOIL

BEND ELEVATION MONROE COUNTY

WATER AUTHORITY ROCHESTER, NEW YORK

SEPT 2016 DATE DME 6

VERTICAL DOWN THRUST BLOCKS NOT TO SCALE

MONROE COUNTY

WATER AUTHORITY ROCHESTER, NEW YORK

CA500 SHEET 7 OF 8

480.01 DWG. #

WEGMANS FOOD MARKET 100 WEGMANS MARKET STREET ROCHESTER, NEW YORK 14624

TAX PARCEL NO. 079.12-01-06.211 PART OF TOWN LOTS 1 & 2 , TOWNSHIP 13 & 14 SECTION 12, , RANGE 4 OF THE PHELPS AND GORHAM PURCHASE, TOWN OF WEBSTER, COUNTY OF MONROE, STATE OF NEW YORK

CLIENT

AL S S I ON OF E

0 9 6 1 84

PR CHKD.

ANCHORS (TYP.) 1 1/2" COVER

SEPT 2016 DATE

PROVIDE ONE-PART NONSAG URETHANE SEALANT AT APRON AND CURB JOINT N.Y.S.D.O.T. 655 RETICULINE TYPE

DME 7

E D GRAD FINISHE PROPOSED CURB (SEE DETAIL)

1'-6" ANGLE FRAME 3"x2 1/2"x3/8"

1-1/4"/FT.

3/8"Ø TOP & BOT. ALL SIDES ANCHOR (SEE DETAIL)

24" SQUARE OR

4,000 P.S.I. CONC.

REVISION

SEPT 2016 DATE

NOTES

1. THRUST BLOCKS SHALL BE CENTERED HORIZONTALLY ON BENDS. 2. VOLUMES SHOWN IN CHART ARE MINIMUMS.

36" SQUARE 6"

DATE

BEND PLAN

CONCRETE THRUST BLOCK

KEYWAY WEEP (SEE NOTE)

OUTLET PIPE SEE UTILITY PLAN

EPOXY GROUT (100% SOLIDS) 2" RECESS 6"BASE

6" CRUSHED STONE #2 & #3

CURB INLET

REINFORCEMENT SHALL BE #4 @ 12" ON CENTER EACHWAY

NO.

ROCHESTER, NEW YORK

UNDISTURBED SOIL

W

PRECAST SECTION (4000 PSI) USE CRUSHED STONE BACKFILL THOROUGHLY COMPACTED IN 12" LIFTS

TYPICAL DROP/CURB INLET NOT TO SCALE

( IN FEET ) 1 inch = 30 ft. (24" x 36" SHEET) 1 inch = 60 ft. (12" x 18" SHEET)

WATER AUTHORITY

BOND BREAKER

COORDINATE POINT LOCATION

120

NOT TO SCALE

MONROE COUNTY

CONCRETE THRUST BLOCK

NOT TO SCALE

DISINFECTION/ BLOW-OFF/ SAMPLING TAP (TEMPORARY)

NOTE

IN THE PRESENCE OF A WATER AUTHORITY REPRESENTATIVE REMOVE ALL CORPORATIONS ASSOCIATED WITH TEMPORARY DISINFECTION/SAMPLE TAPS AND REPLACE WITH THREADED BRASS PLUGS.

TYPICAL CONSTRUCTION JOINT

LOADING DOCK CONCRETE PAVEMENT DETAIL

5'-0" or 6'-0"

SLAB = 4,000 PSI AIR-ENTRAINED CONCRETE

(BID ALTERNATE, COMPACTOR PAD)

36" SQUARE

BOND BREAKER

1'-0"

PROPOSED CURB (SEE DETAIL)

24" SQUARE OR

H

SCORED JOINT

BEND

WATER MAIN

1" DIA. x 16" LONG SMOOTH DOWELS @ 12" O.C. (GREASE ONE END)

#4 BARS

BY

A

GRADE

CL

21"

WATER MAIN BEND

E

APVLS.

TEE ELEVATION 3" (TYP)

TEE PLAN CORPORATION STOP

C

4'-0" or 5'-0"

UNDISTURBED SOIL BOND BREAKER

(2) LAYERS 6x6 6/6 WWM W/2" OF COVER

2. PROVIDE WEEPS AROUND APRON AS SHOWN ABOVE- 6" PERF. PE ENCASED IN STONE.

CONCRETE THRUST BLOCK

1" COPPER OR PLASTIC (MIN)

W

SLAB = 4,000 PSI AIR-ENTRAINED CONCRETE

TYPICAL SAW-CUT CONTROL JOINT DETAIL SAW CUT JOINT CONCRETE SEALER

DROP INLET

NOTES

1. THE INSIDE & OUTSIDE WALLS OF DROP INLET SHALL BE COATED WITH KOPPERS BITUMASTIC 300-M FARBERTITE (C) AS MANUFACTURED BY BRIGGS BITUMINOUS COMPOSITION CO.OR APPROVED EQUIVALENT.

H

W

12"

MIN

L

NS

WEEP (SEE NOTE) REINFORCEMENT SHALL BE #4 @ 12" ON CENTER EACHWAY

CRUSHED STONE #2 & #3

1/8" WIDE x 2" DEEP SAWN CONTROL JOINT (APPROXIMATELY 20'-0" O.C. EACH WAY)

HA

EPOXY GROUT (100% SOLIDS) 2" RECESS

OUTLET PIPE SEE UTILITY PLAN

L I CE

NOT TO SCALE

D

4,000 P.S.I. CONC.

MIN

KEYWAY

A 12"

1'-0"

VERTICAL UP THRUST BLOCKS

NOT TO SCALE

1" CURB STOP

ANCHOR (SEE DETAIL)

36" SQUARE

BEND ELEVATION

24" SQUARE OR

(2) LAYERS 6x6 6/6 WWM W/2" OF COVER

H

CONCRETE SLAB PERIMETER DETAIL

BEND PROFILE

3/8"Ø TOP & BOT. ALL SIDES

H

CONCRETE THRUST BLOCK UNDISTURBED SOIL

T. GRAPHIC SCALE

5'-0"

TYPICAL PARKING AND STRIPING DETAIL

1-1/4"/F

RK O IE

10"

W

1'-6"

BOND BREAKER

3" (TYP)

H

UNDISTURBED SOIL

PAVEMENT

ANGLE FRAME 3"x2 1/2"x3/8"

T E EL O R I T Y

A

PAINTED HANDICAPPED SYMBOL (SEE DETAIL) (TYP.)

TAPER SLAB = 4,000 PSI AIR-ENTRAINED CONCRETE

N.Y.S.D.O.T. 655 RETICULINE TYPE

CONCRETE THRUST BLOCK

OF N EW

COORDINATE POINT LOCATION

(2) LAYERS 6x6 6/6 WWM W/2" OF COVER

DETAILS

PSF

36" SQUARE

VERTICAL DOWN THRUST BLOCKS

BOND BREAKER 9'

24" SQUARE OR

PSI TEST PRESSURE

CL

SCORED JOINT

PSF

SUBGRADE

BITUMINOUS CAULK SEAL AT ALL ASPHALT SEAMS

900 HOLT ROAD

#4 BARS

L (FT)

HORIZONTAL AND VERTICAL UP THRUST BLOCKS

CONCRETE SLAB PAVEMENT SECTION

90 DEGREE

1"=30'

W (FT)

Costich Engineering

H (FT)

05/08/2025

A (FT)

DATE

W (FT)

90 DEGREE

M.G.

H (FT)

45 DEGREE

21"

NO PARKING SIGN

PAINTED (4" YELLOW)

DME 5

BEND

5'-0" or 6'-0"

CONCRETE SEALER

ROCHESTER, NEW YORK

A

HANDICAP SIGN

CONCRETE SEALER

WATER AUTHORITY

SCALE

NOT TO SCALE

5'-0" or 6'-0"

TEE*, CAP OR PLUG H W A (FT) (FT) (FT)

PIPE 11-1/4 DEGREE 22-1/2 DEGREE DIAMETER H W A H W A (FT) (FT) (FT) (FT) (FT) (FT) 6"

SITE PAVEMENT PER SITE DRAWINGS

NOT TO SCALE

DME 3

ST

8" MIN. #2 CRUSHER RUN (TWO-4" LIFTS)

ROCHESTER, NEW YORK

BEND OR FITTING

(2) LAYERS 6x6 6/6 WWM W/2" OF COVER 2" 8"-4000 P.S.I. CONCRETE

WATER AUTHORITY

SEPT 2016 DATE

TOPO/BASE

NOT TO SCALE

MONROE COUNTY

D.T.H.

NOT TO SCALE

VALVE

BOUNDARY

NOT TO SCALE

FIRE SERVICE MAIN ENTRANCE DETAIL

D.J.L.

DIP TRENCH

DRAWN BY

TYPICAL PAVEMENT SECTIONS

TIE RODS

SEPT 2016 DATE

E.R.G.

6" BOLLARD DETAIL

MONROE COUNTY

Land Surveying

NOTE

EXCAVATION TO MEET OSHA REQUIREMENTS.

Civil Engineering

3. ALL VALVES SHALL BE OPEN LEFT EXCEPT: TOWN OF WEBSTER - VALVES 12" AND SMALLER SHALL OPEN RIGHT. TOWN OF HENRIETTA - SHALL OPEN RIGHT

217 Lake Avenue Rochester, NY 14608 (585) 458-3020

2. VALVE SHALL NOT SUPPORT VALVE BOX.

THRUST BLOCK SIZED PER NFPA

TRENCH LIMITS

LOCATION OF PROJECT

NOTES

1. VALVE BOX SHALL BE CENTERED ON VALVE AND SET ON COMPACTED BACKFILL.

Landscape Architecture

SOLID CONCRETE BLOCK (MIN: 4"x8"x16" UP TO 12" VALVE 8"x8"x16" LARGER THAN 12" VALVE)

TITLE OF DRAWING

6"MIN IN ROCK

TIE RODS SHALL EXTEND FROM RETAINING GLAND OR THRUST BLOCK THROUGH FLOOR AND THROUGH FLANGE AT TOP OF RISER

FOOTING

SIERRA TRADING POST

1'-0" MIN.

VALVE

FOUNDATION WALL

PROJECT MANAGER

HEAVY DUTY TRUCK ACCESS DRIVE SECTION

FIRE RISER--SIZED PER PLANS

5'-0" MINIMUM

PIPE ZONE

6" 6"MIN IN ROCK

APPROVED SUBGRADE 6" MIN.

FINISH GRADE 3. CONTRACTORS MATERIAL AND TEST CERTIFICATE FOR ALL UNDERGROUND PIPING AND RISERS SHALL BE DELIVERED TO OWNER, ENGINEER, AHJ ABOVE GROUND FIRE PROTECTION CONTRACTOR PRIOR TO ANY CONNECTION TO ABOVE GROUND FIRE PROTECTION WORK.

C

4,000 P.S.I. CONCRETE

SHEET OF POLYETHYLENE ENCASEMENT OVER TYPE 7 SELECT FILL TYPE 7 SELECT FILL FOR WIDTH OF TRENCH AROUND VALVE BOX

MI

42"

FINISHED FLOOR

E

GEOGRID TENSAR TX-7 OR APPROVED EQUAL (IF REQUIRED)

BASE

ER

6" MIN.

EXTENSION

WATERTIGHT SLEEVE

OUTSIDE BUILDING WALL

I NE

NOTE

4,000 PSI CONCRETE FOOTING OR ENCASEMENT SHALL BE PROVIDED.

12" MIN. #2 CRUSHER RUN (TWO-6" LIFTS) N.Y.S.D.O.T. ITEM 304.13

TYPE 4 SELECT FILL (RUN OF BANK SAND) ENVELOPE (WHEN ROCK IS ENCOUNTERED)

VALVE BOX

1'-6" MIN.

2. ALL UNDERGROUND PIPING SHALL BE HYDROSTATICALLY TESTED AND FLUSHED IN ACCORDANCE WITH NFPA-13, 14, 20, 24 AND 25.

48"

GRADE

TITLE OF PROJECT

DEPTH OF COVER AS SPECIFIED 5'MIN IN LAWN 6'MIN IN PAVEMENT

3" ASPHALT BINDER COURSE, NYSDOT ITEM 404.198901, 19.0 F9, 80 SERIES COMPACTION

CLASS 125 FLANGE SHALL BE INSTALLED LEVEL AND WITH TWO HOLES PARALELL TO WALL

NG

NOTE

6" DIA. STEEL PIPE FILLED WITH CONCRETE TO BE PAINTED "SAFETY YELLOW"

1-1/2" ASPHALT TOP COURSE, NYSDOT ITEM 404.098201, 9.5 F2, 80 SERIES COMPACTION

PROVIDE STEEL CAP

REFERENCE PLANS FOR ACTUAL DIMENSIONS

NOTES

1. UNDERGROUND PIPING AND FIRE RISER(S) SHALL BE INSTALLED IN ACCORDANCE WITH NFPA-13, 24 AND 25.

5'-0" MIN

SUITABLE NATIVE MATERIAL, COMPACT TO 85% MAX STANDARD PROCTOR DENSITY

CL

SIGN FACE

CA501

SHEET 8 OF 8

480.01 DWG. #

WEGMANS FOOD MARKET 100 WEGMANS MARKET STREET ROCHESTER, NEW YORK 14624 CLIENT

Costich Engineering 05/08/2025

DATE

M.G.

0 9 6 1 84

C

NOT TO SCALE

PR

HA

OF N EW

A

ST

D

TYPICAL POST MOUNT SIGN INSTALLATION IN CONCRETE OR ASPHALT

C

ACCESSIBLE SYMBOL PAVEMENT MARKING DETAIL

H

MI

PAINT COLORS

WHITE SYMBOL ON BLUE BACKGROUND

T E EL O R I T Y

RK O IE

TOPO/BASE

D.T.H.

BOUNDARY

D.J.L.

DRAWN BY

SECTION B-B

E.R.G.

SECTION A-A WITH WIND BRACING

ER

ENCASEMENT 1'-0" DIA. CONCRETE

I NE

3" SQUARE STEEL POST WITH 5/16" HOLES @ 2" O.C.

PROJECT MANAGER

2-1/2" SQUARE STEEL POST WITH 5/16" HOLES @ 2" O.C. (SEE WIND BRACING DETAIL FOR NUMBER OF POSTS.)

NG

2-1/2" SQUARE STEEL POST WITH 5/16" HOLES @ 2" O.C.

1/4" ALUMINUM BOLTS W/LOCK NUTS AND WASHERS.

Z CHANNEL (SEE SIGN WIND BRACING DETAIL FOR LENGTHS.)

1"=30'

1/4"ALUMINUM BOLTS WITH LOCK NUTS

SCALE

3" SQUARE STEEL POST

217 Lake Avenue Rochester, NY 14608 (585) 458-3020

SECTION A-A WITHOUT WIND BRACING

B

3" MAX.

NOT TO SCALE

B

1'-9"

4'-0"

SIDEWALK CROSS-SECTION

CONCRETE OR ASPHALT

AL S S I ON

FULL DEPTH EXPANSION JOINTS SHALL BE PROVIDED EVERY 25'. DUMMY OR MARKED JOINTS SHALL BE AT 5' FOOT SPACING.

OF E

TAX PARCEL NO. 079.12-01-06.211 PART OF TOWN LOTS 1 & 2 , TOWNSHIP 13 & 14 SECTION 12, , RANGE 4 OF THE PHELPS AND GORHAM PURCHASE, TOWN OF WEBSTER, COUNTY OF MONROE, STATE OF NEW YORK