McAlpin Industries Civil Plans 3 28 25 Combined

MCALPIN INDUSTRIES, INC. PUBLISHER'S PARKWAY 300,000 sq. ft. WAREHOUSE SITE DEVELOPMENT PLANS TOWN OF WEBSTER COUNTY OF MONROE STATE OF NEW YORK N

PROJECT LOCATION PUBLISHERS PARKWAY

Date

DIRECTOR OF COMMUNITY DEVELOPMENT

HOLT ROAD

HARD ROAD

By:

Date

TOWN ENGINEER

By:

Date

PLANNING BOARD CHAIRMAN

ROUTE 104

By:

Date

TOWN HIGHWAY SUPERINTENDENT

By:

Date

WEBSTER SEWER DISTRICT

FIVE MILE LINE ROAD

By:

Date

FIRE MARSHAL

E RIDG

D

ROA

By:

Date

TOWN ASSESSOR

By:

Date

MONROE COUNTY WATER AUTHORITY

By:

Date

MONROE COUNTY HEALTH DEPARTMENT

NOT TO SCALE

PREPARED FOR

MCALPIN INDUSTRIES, INC. 255 HOLLENBECK STREET ROCHESTER, NEW YORK 14621 585-266-3060

Costich Engineering

DATE:

ER 0 9 6 1 84 OF E AL S S I ON

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Landscape Architecture

C

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Land Surveying

HA

L I CE

Civil Engineering

OF NEW TE EL O R I T Y C

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PREPARED BY:

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DRAWING TITLE COVER SHEET (SHEET 1 OF 10) GENERAL NOTES AND LEGEND SHEET (SHEET 2 OF 10) EXISTING FEATURES AND DEMOLITION PLAN (SHEET 3 OF 10) SITE AND PAVEMENT MARKING PLAN (SHEET 4 OF 10) UTILITY PLAN (SHEET 5 OF 10) GRADING AND EROSION CONTROL PLAN (SHEET 6 OF 10) LANDSCAPE PLAN (SHEET 7 OF 10) LIGHTING PLAN (SHEET 8 OF 10) DETAIL SHEET (SHEET 9 OF 10) DETAIL SHEET (SHEET 10 OF 10)

RK O IE

SHEET NO. GA001 GA002 VA100 CA100 CA110 CA120 LA100 EA100 CA500 CA501

LOCATION SKETCH

MI

INDEX OF DRAWINGS

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

JANUARY 31, 2025 REVISED: 03/28/2025

APPROVAL PLANS PROJECT NO. SHEET NO. 9649 GA001 SHEET 1 OF 10

PROJECT NAME AND LOCATION 1.

MCALPIN INDUSTRIES INC. PUBLISHER S PARKWAY WEBSTER NEW YORK 14580

SANITARY SEWER NOTES

GENERAL NOTES 2.

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

OPERATOR'S NAME AND ADDRESS

MCALPIN INDUSTRIES INC. 255 HOLLENBECK STREET ROCHESTER NEW YORK 14621

PROJECT DESCRIPTION / CONSTRUCTION SEQUENCE THIS PROJECT WILL CONSIST OF THE CONSTRUCTION OF NEW 300 000 S . FT. BUILDING 120 000 S . FT. IN THE FIRST PHASE WITH ASSOCIATED UTILITIES DRIVES AND PARKING AREAS. THE ESTIMATED TIME FOR COMPLETION OF THE CONSTRUCTION PROJECT IS 365 DAYS. SOIL DISTURBING ACTIVITIES WILL INCLUDE

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

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

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

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

PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL CONTACT THE UTILITY LOCATION SERVICE OF THE AREA AND WITH THEIR ASSISTANCE SHALL VERIFY THE E ACT LOCATION SI E 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.

INSTALL PERIMETER SILT FENCE AND TEMPORARY STABILI ED CONSTRUCTION ENTRANCE. TREE CLEARING AND BRUSH REMOVAL. STRIP TOPSOIL AND PERFORM EARTHWORK OPERATIONS INCLUDING THE STORMWATER MANAGEMENT FACILITIES. THE PROPOSED STORMWATER POND WILL BE UTILI ED AS THE TEMPORARY SEDIMENT BASIN. MASS GRADING OF THE SITE CONSTRUCTION OF PROPOSED BUILDING PROVIDE CONCRETE WASHOUT AREA. INSTALLATION OF STORM SEWER AND OTHER UTILITIES. CONSTRUCTION OF CURB DRIVES AND PARKING AREAS. FINAL GRADING AND LANDSCAPING.

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

10.

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

EROSION AND SEDIMENT CONTROLS HAVE BEEN DEVELOPED AND FULLY ADDRESSED IN THIS WRITTEN PLAN AND THE EROSION AND SEDIMENT CONTROL PLAN AND DETAILS.

11.

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 E ACT CONDITIONS AND AT HIS OWN E PENSE TO PROTECT AND SUPPORT ALL UTILITIES ENCOUNTERED IN HIS E CAVATING AND TRENCHING OPERATIONS.

WETLANDS AND/OR OTHER SURFACE WATERS 1.

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

BY GRAPHIC PLOTTING ONLY THIS PROPERTY IS IN ONE OF THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL NO. 36055C0229G WHICH BEARS AN EFFECTIVE DATE OF AUGUST 28 2008. NO FIELD SURVEYING WAS PREFORMED TO DETERMINE THIS ONE AND AN ELEVATION CERTIFICATE MAY BE NEEDED TO VERIFY THIS DETERMINATION OR APPLY FOR A VARIANCE FROM THE FEDERAL EMERGENCY MANAGEMENT AGENCY.

NAME OF RECEIVING WATERS

12.

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

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

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

MA IMUM ALLOWABLE INFILTRATION OR E FILTRATION SHALL NOT E CEED 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 H 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.

SANITARY LATERALS SHALL BE P.V.C. SDR 21. 4.

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

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

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

THE WATER MAIN PIPELINE SHALL BE DISINFECTED E UAL 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.

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

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

CURB RAMPS SHALL HAVE A TWENTY FOUR 24 INCH DEEP DETECTABLE WARNING COMPLYING WITH STATE FEDERAL ACCESSIBILITY RE UIREMENTS E TENDING THE FULL WIDTH OF THE RAMP. REFER TO DETECTABLE WARNING DETAILS AND NOTES FOR PLACEMENT ORIENTATION AND NOTES.

10.

FLOOR SURFACES OF CURB RAMPS SHALL BE DEEP GROOVED ONE 1 INCH CENTERS TRANSVERSE TO THE RAMP.

11.

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

INCH DEEP

AND A MA IMUM 14.

CURB RAMP TYPE AND LOCATION ARE PER PLAN.

IS A RAMP AND SHALL

FLOOR SURFACES SHALL BE STABLE FIRM AND SLIP RESISTANT.

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 SI 36 INCHES MINIMUM IN WIDTH.

THE MINIMUM CLEAR WIDTH SHALL BE THIRTY SI 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 SI 36 INCHES MINIMUM WHEN THE CLEAR WIDTH AT THE TURN IS SI TY 60 INCHES MINIMUM. AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN SI TY 60 INCHES SHALLPROVIDE PASSING SPACES AT INTERVALS OF TWO HUNDRED 200 FEET MA IMUM. PASSING SPACES SHALL BE EITHER A SI TY 60 INCH MINIMUM BY SI TY 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 E TEND FORTY EIGHT 48 INCHES MINIMUM BEYOND THE INTERSECTION.

11.

DOORS DOORWAYS AND GATES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH STATE FEDERAL ACCESSIBILITY RE UIREMENTS

12.

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

14.

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 RE UIREMENTS.

PARKING SPACE NOTES 1.

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

ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL BE AT LEAST NINETY SI 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.

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.

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

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

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

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

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.

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

10.

PARKED VEHICLE OVERHANGS SHALL NOT REDUCE THE RE UIRED 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 SI TY 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.

13.

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

RAMP NOTES 1.

INCH WIDE BY

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

SHALL BE

THE MA IMUM RUNNING SLOPE FOR A RAMP SHALL BE 8.33 SLOPE SHALL BE 2.0 .

AND THE MA IMUM CROSS

THE CLEAR WIDTH OF A RAMP RUN SHALL BE THIRTY SI 36 INCHES MINIMUM. WHERE HANDRAILS ARE PROVIDED ON THE RAMP RUN THE CLEAR WIDTH SHALL BE MEASURED BETWEEN THE HANDRAILS.

THE RISE FOR ANY RAMP RUN SHALL BE THIRTY 30 INCHES MA IMUM.

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 SI TY 60 INCHES LONG MINIMUM. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS SHALL HAVE A CLEAR LANDING OF SI TY 60 INCHES BY SI TY 60 INCHES MINIMUM.

PASSENGER LOADING ONE NOTES

RAMP RUNS WITH A RISE GREATER THAN SI 6 INCHES OR A HORI ONTAL PROJECTION GREATER THAN SEVENTY TWO 72 INCHES SHALL HAVE HANDRAILS ON BOTH SIDES COMPLYING WITH STATE FEDERAL ACCESSIBILITY RE UIREMENTS.

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

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

WHERE DOORWAYS ARE LOCATED ADJACENT TO A RAMP LANDING MANEUVERING CLEARANCES COMPLYING WITH STATE FEDERAL ACCESSIBILITY RE UIREMENTS SHALL BE PERMITTED TO OVERLAP THE RE UIRED LANDING AREA. WHERE DOORS THAT ARE SUBJECT TO LOCKING ARE ADJACENT TO A RAMP LANDING LANDINGS SHALL BE SI ED TO PROVIDE A COMPLIANT TURNING SPACE. CURB RAMP NOTES

PASSENGER LOADING ONES SHALL PROVIDE VEHICULAR PULL UP SPACE NINETY SI WIDE MINIMUM AND TWENTY 20 FEET LONG MINIMUM.

96 INCHES

PASSENGER LOADING ONES SHALL PROVIDE A CLEARLY MARKED ACCESS AISLE THAT IS SI TY 60 INCHES WIDE MINIMUM AND E TENDS THE FULL LENGTH OF THE VEHICLE PULL UP SPACE THEY SERVE.

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

VEHICLE PULL UP SPACES AND ACCESS AISLES SERVING THEM SHALL BE LEVEL WITH SURFACE SLOPES NO E CEEDING 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.

B

D DIRECTOR OF COMMUNITY DEVELOPMENT

VEHICLE PULL UP SPACES ACCESS AISLES SERVING THEM AND A VEHICULAR ROUTE FROM AN ENTRANCE TO THE PASSENGER LOADING ONE AND FROM THE PASSENGER LOADING ONE TO A VEHICULAR E IT SERVING THEM SHALL PROVIDE A VERTICAL CLEARANCE OF ONE HUNDRED FOURTEEN 114 INCHES MINIMUM.

B

D TOWN ENGINEER

CURB RAMP NOTES ACCESSIBLE ENTRANCE NOTES 1.

THE MA IMUM RUNNING SLOPE OF A CURB RAMP SHALL BE 8.33 SLOPE SHALL BE 2.0 .

AND THE MA IMUM CROSS 1.

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.

ACCESSIBLE ENTRANCES SHALL BE PROVIDED AS RE UIRED BY STATE RE UIREMENTS.

FEDERAL ACCESSIBILITY

B

D PLANNING BOARD CHAIRMAN

ENTRANCE DOORS DOORWAYS AND GATES SHALL COMPLY WITH STATE FEDERAL ACCESSIBILITY RE UIREMENTS AND SHALL BE ON AN ACCESSIBLE ROUTE. B

D TOWN HIGHWAY SUPERINTENDENT

B

D WEBSTER SEWER DISTRICT

B

D FIRE MARSHAL

B

D TOWN ASSESSOR

B

D MONROE COUNTY WATER AUTHORITY

B

D MONROE COUNTY HEALTH DEPARTMENT

SYMBOL LEGEND D

E

DRAINAGE MANHOLE

ELECTRIC MANHOLE ELECTRIC METER

CATCH BASIN

T

TP

END SECTION END OF PIPE

PH

SANITARY MANHOLE

C.O.

CLEAN OUT

TELEPHONE PEDESTAL

W MW

FD

PHONE BOOTH PEDESTRIAN POLE

MANHOLE S

TELEPHONE MANHOLE

SC

HYDRANT

SIGN DOUBLE POST

Y

WM

EM

INLET DRAINAGE MANHOLE

H

LINE LEGEND SIGN SINGLE POST

WATER METER

TURNING ARROW

MONITOR WELL FIRE DEPARTMENT CONNECTION

C

BUILDING MOUNTED LIGHING

STOP

CABLE TV PEDESTAL SIGNAL POLE

GV

GAS VALVE GS

LIGHT POLE

D

E ISTING DRAINAGE SEWER FIELD INLET INLET MANHOLE MANHOLE END SECTION

OH

E ISTING OVERHEAD UTILITIES

T

E ISTING TELEPHONE SERVICE

UG

E ISTING UNDERGROUND UTILITIES

G

E ISTING GAS SERVICE

E

E ISTING ELECTRIC SERVICE

FORMER PROPERTY LINE DIMENSION

STOP BAR

MIN. BUILDING SETBACK

TREE DECIDUOUS

CENTER LINE

TREE CONIFEROUS

E ISTING EASEMENT LINE.

BUSH

E ISTING CONCRETE CURB

TREES HEDGE EDGE OF WOODS

E ISTING EDGE OF PAVEMENT

UTILITY POLE WITH LIGHT

GUY WIRE

SAN

SANITARY UTILITY LATH

E ISTING EDGE OF GRAVEL

FLAG POLE

PULL BO

G

GAS UTILITY LATH

E ISTING CONCRETE PAD/ CONCRETE SIDEWALK

MAILBO

E

ELECTRIC PULL BO

WTR LAT

WATER UTILITY LATH

BOLLARD

T

TELEPHONE PULL BO

T

TELEPHONE UTILITY LATH

WATER VALVE

POST

TR

TRAFFIC PULL BO

E

ELECTRIC UTILITY LATH

WATER SERVICE

SIGN SMALL

T

TRANSFORMER

C

CABLE UTILITY LATH

GAS SERVICE FLAG POLE

SPRINKLER VALVE MB

SPRINKLER HEAD

E ISTING SWALE

E ISTING UTILITY POLE GUY ANCHOR UTILITY POLE WITH LIGHT H

WV

Y

E ISTING WATER MAIN VALVE

W

E ISTING CHAIN LINK STOCKADE FENCE 100

E ISTING CONTOUR

100.4

E ISTING SPOT ELEVATION

HYDRANT

PROJECT MANAGER

MOR

REVISION

BY

CHKD.

APVLS.

H

DATE

WTA

BOUNDARY

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REVISED PER PRC COMMENTS DATED 2/21/2025

DRAWN BY

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03/07/2025

TE EL O R I T Y

NS

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 RE UIRED BY LAW TO AFFI HIS/HER SEAL AND THE NOTATION ALTERED BY FOLLOWED BY HIS/HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATION TO THE DOCUMENT.

OF NEW

HA

TITLE OF PROJECT

S.J.C.

L I CE

E ISTING UTILITIES LOCATION SI ES AND INVERTS SHOWN ON THE PLANS ARE APPRO IMATE AND ARE NOT CERTIFIED AS TO THE ACCURACY OF THEIR LOCATION OR COMPLETENESS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE E ACT LOCATIONS AND DEPTHS OF ALL UTILITIES AND STRUCTURES IN THE PATH OF OR CLOSELY PARALLEL TO OR UNDER THE PROPOSED CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DELAYS OR DAMAGES OCCURRING AS A RESULT OF INCORRECTLY LOCATED UTILITIES. IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITY OWNERS IN AMPLE TIME FOR THEM TO LOCATE AND MARK THEIR FACILITIES. THE CONTRACTOR SHALL ALSO NOTIFY UNDERGROUND UTILITY LOCATION SERVICE AT LEAST 48 HOURS IN ADVANCE OF COMMENCING ANY WORK.

MANHOLE

E ISTING GUARD RAIL

AIR CONDITIONING UNIT

SV

WS

E ISTING RIGHT OF WAY LINE

AC

GAS METER

WV

E ISTING SANITARY SEWER

UTILITY POLE

GM

SH

S

FORMER PROPERTY LINE

HANDICAP

BORE

TRAFFIC CONTROL CABINET

PARCEL BOUNDARY

E ISTING ADJACENT PROPERTY LINE

WELL

E

WALKING SURFACES SHALL HAVE A MA IMUM RUNNING SLOPE OF 5.0 CROSS SLOPE OF 2.0 .

10.

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 ADE UATE STRUCTURAL SUPPORT COMPACTED SELECTED FILL SHALL BE PROVIDED FOR THE SEWER TO PREVENT E CESSIVE DEFLECTION OF JOINTS AND SETTLING OF THE SEWER ON THE WATER MAIN. MINIMUM HORI ONTAL 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 WATER MAIN PIPELINE AND APPURTENANCES SHALL BE PRESSURE/LEAKAGE TESTED IN ACCORDANCE WITH THE MINIMUM RE UIREMENTS OF THE AWWA STANDARD C600 C602 C604 OR C605 MOST RECENT VERSION AS APPLICABLE OR IN ACCORDANCE WITH MORE STRINGENT RE UIREMENTS IMPOSED BY THE SUPPLIER OF WATER.

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 E CLUDING ANY FLARED SIDES.

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

MCHD WATER MAIN EXTENSION NOTES

STORM SEWER NOTES

13.

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

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.

WHERE PROVIDED CURB RAMP FLARES SHALL NOT E CEED 10 . IF THE CLEAR LENGTH OF THE LANDING IS LESS THAN FORTY EIGHT 48 INCHES THAN THE SLOPE OF THE FLARED SIDES SHALL NOT E CEED 8.33 .

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

D

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.

12.

ANY WALKING SURFACE WITH A RUNNING SLOPE GREATER THAN 5.0 COMPLY WITH THE GUIDELINES FOR RAMPS OR CURB RAMPS.

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

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.

AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS ACCESSIBLE FACILITIES ACCESSIBLE ELEMENTS AND ACCESSIBLE SPACES THAT ARE ON THE SAME SITE.

THE MONROE COUNTY DEPARTMENT OF PUBLIC HEALTH MUST RECEIVE AT LEAST 48 HOUR ADVANCE NOTIFICATION RE UESTING 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 E EMPTION 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.

LANDINGS SHALL BE PROVIDED AT THE TOP OF CURB RAMPS. THE CLEAR LENGTH OF THE LANDING SHALL BE THIRTY SI 36 INCHES MINIMUM. THE CLEAR WIDTH OF THE LANDING SHALL BE AT LEAST AS WIDE AS THE CURB RAMP E CLUDING FLARED SIDES LEADING TO THE LANDING. LANDINGS SHALL HAVE A SLOPE NOT STEEPER THAN 2 IN ANY DIRECTION.

A

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.

C

AT LEAST ONE ACCESSIBLE ROUTE SHALL BE PROVIDED WITHIN THE SITE FROM ACCESSIBLE PARKING SPACES AND ACCESSIBLE PASSENGER LOADING ONES PUBLIC STREETS OR SIDEWALKS AND PUBLIC TRANSPORTATION STOPS TO THE ACCESSIBLE BUILDING OR FACILITY THEY SERVE.

FIRE HYDRANTS ARE NOT ACCEPTABLE SAMPLING POINTS.

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.

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

THE CLEAR WIDTH OF A CURB RAMP SHALL BE SI TY 60 INCHES MINIMUM E CLUSIVE OF FLARED SIDES IF PROVIDED.

ST

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 .

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.

THE SAMPLING POINT S MUST BE DECONTAMINATED BY FLAMING.

SURVEY NOTES

IT IS ESSENTIAL THAT CONTRACTORS ARE AWARE OF THE SITE ACCESSIBILITY RE UIREMENTS. COSTICH ENGINEERING HAS DEVELOPED THESE NOTES AND DETAILS TO ASSURE THAT CONTRACTORS ARE AWARE OF THE RE UIREMENTS 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 RE UIREMENTS AND APPLICABLE LOCAL LAWS AND REGULATIONS LATEST EDITIONS. IF THESE SLOPES / GRADES AND DIMENSIONS ARE NOT ACHIEVABLE THE CONTRACTOR IS RE UIRED TO CONTACT THE OWNER IMMEDIATELY AND BEFORE MOVING FORWARD WITH THE WORK.

ACCESSIBLE ROUTE NOTES

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

REFERENCES

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.

MI

D. E. F. G. H.

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

CURB RAMP NOTES CONT.

D

A. B. C.

GENERAL NOTES

COORDINATE ALL WORK WITH OWNER S REPRESENTATIVE. 2.

THE SITE IS APPRO IMATELY 25.651 ACRES PER TA MAP OF WHICH 11.35 ACRES WILL BE DISTURBED BY CONSTRUCTION ACTIVITIES

ADA HANDICAP ACCESSIBILITY NOTES

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.

AL

Civil Engineering

W.T.A.

PUBLISHER'S PARKWAY TITLE OF DRAWING

Land Surveying

D.T.H. TOPO/BASE

Landscape Architecture

M.G.

SCALE

NTS

Costich Engineering

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

GENERAL NOTES AND LEGEND SHEET

TAX PARCEL NO. 079.06-1-32.123 TOWN LOT 1, TOWNSHIP 14, RANGE 4, SECTION 14, PHELPS & GORHAM PURCHASE, TOWN OF WEBSTER, COUNTY OF MONROE, STATE OF NEW YORK

LOCATION OF PROJECT

DATE

01/31/2025

MCALPIN INDUSTRIES, INC.

CLIENT

MCALPIN INDUSTRIES, INC. 255 HOLLENBECK STREET ROCHESTER, NY 14621

DWG. #

9649

GA002

SHEET 2 OF 10

400 401

LOD

46"W

NK FENC CHAIN LI ELINE

LOD

LOD N.Y.S. CONC. MONUMENT FOUND 0.06N 0.04E

ACCESS AND UTILITY EASEMENT TO T.A.# 079.11-1-22 AND THE TOWN OF WEBSTER PER LIBER 361 OF MAPS PAGE 81

33 41.79'

By:

TOWN ASSESSOR

By:

DIRECTOR OF COMMUNITY DEVELOPMENT

Date:

LOD TOWN ENGINEER

Date:

PLANNING BOARD CHAIRMAN

Date:

TOWN HIGHWAY SUPERINTENDENT

Date:

402

WEBSTER SEWER DISTRICT

Date:

IRONDEQUOIT WAYNE COUNTY EXPRESSWAY NEW YORK STATE ROUTE 104. FIRE MARSHAL

Date:

FLAG POLE

WATER VALVE

WV

WATER SERVICE

SPRINKLER HEAD

SH

SPRINKLER VALVE

SIGN - SMALL

POST

BOLLARD

MAILBOX

FLAG POLE

UTILITY POLE WITH LIGHT

T

TR

T

E

TRANSFORMER

TRAFFIC PULL BOX

TELEPHONE PULL BOX

ELECTRIC PULL BOX

PULL BOX

GUY WIRE

UTILITY POLE

EXISTING UTILITIES (LOCATION, SIZES AND INVERTS) SHOWN ON THE PLANS ARE APPROXIMATE AND ARE NOT CERTIFIED AS TO THE ACCURACY OF THEIR LOCATION OR COMPLETENESS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATIONS AND DEPTHS OF ALL UTILITIES AND STRUCTURES IN THE PATH OF, OR CLOSELY PARALLEL TO, OR UNDER, THE PROPOSED CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DELAYS OR DAMAGES OCCURRING AS A RESULT OF INCORRECTLY LOCATED UTILITIES. IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITY OWNERS IN AMPLE TIME FOR THEM TO LOCATE AND MARK THEIR FACILITIES. THE CONTRACTOR SHALL ALSO NOTIFY UNDERGROUND UTILITY LOCATION SERVICE AT LEAST 48 HOURS IN ADVANCE OF COMMENCING ANY WORK.

MB

6' HIGH CHAIN LINK FENCELINE

GAS METER

401

GAS SERVICE

N/F DGN PROPERTIES, LLC T.A.# 079.11-1-18 893 HARD ROAD LIBER 11493 PAGE 92

LIGHT POLE

SANITARY UTILITY LATH

AIR CONDITIONING UNIT

BUSH

TREE CONIFEROUS

TREE DECIDUOUS

CABLE UTILITY LATH

ELECTRIC UTILITY LATH

( IN FEET ) 1 inch = 50 ft.

100

GRAPHIC SCALE

TELEPHONE UTILITY LATH

WATER UTILITY LATH

C

WV

H

Y D

W

LOD 200

NO.

DATE

REVISION

EXISTING WATER MAIN, VALVE, & HYDRANT

EXISTING UTILITY POLE , GUY ANCHOR & UTILITY POLE WITH LIGHT

EXISTING CONCRETE PAD/ CONCRETE SIDEWALK

EXISTING EDGE OF GRAVEL

EXISTING EDGE OF PAVEMENT

EXISTING CONCRETE CURB

EXISTING EASEMENT LINE.

CENTER LINE

MIN. BUILDING SETBACK

WTR LAT

E

D STOP BAR

GAS UTILITY LATH

T

LO FORMER PROPERTY LINE DIMENSION

Y D

HANDICAP

8 39

FORMER PROPERTY LINE

G

SAN

AC

397

GAS VALVE

N/F JAMES J. PADULA T.A.# 079.11-1-19 879-881 HARD ROAD LIBER 9675 PAGE 577

SIGNAL POLE

N/F KIMBERLY M. HINKSON T.A.# 079.11-1-20 877 HARD ROAD LIBER 10772 PAGE 622

BUILDING MOUNTED LIGHING

PIN FOUND 0.14S 0.06W

CLEAN OUT

W

C.O.

EXISTING URMC HEATED ENCLOSURE FOR 6" COMBINED SERVICE

RTC 19

CABLE TV PEDESTAL

RETENTION POND

N.Y.S. CONC. MONUMENT FOUND 1.64W

C

PIN FOUND 0.52S 0.32W

396

TRAFFIC CONTROL CABINET

W

URMC 39 SIGN 5 394

SC

TG=396.12

SANITARY MANHOLE

INV=393.06

621.99' S01° 05' 59"E 60.00'

W

BORE

EXISTING POND DISCHARGE STRUCTURE

STOP

12" HDPE

WV S

S

E

8" PVC 393.15 393.16

PEDESTRIAN POLE

E TG=395.70

FIRE DEPARTMENT CONNECTION

392.77 390.31 S RIM=397.31 12" HDPE

G

x 100.4

100

E

G

UG

T

OH

D

S

BY

CHKD.

APVLS.

EXISTING SPOT ELEVATION @ x

EXISTING CONTOUR

EXISTING CHAIN LINK & STOCKADE FENCE

EXISTING SWALE

TREES, HEDGE, EDGE OF WOODS

EXISTING GUARD RAIL

EXISTING ELECTRIC SERVICE

EXISTING GAS SERVICE

G

SURVEY NOTES

G

F

LOD F

G

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.

OH

G

OH

12" PVC

OH

G

CERTIFICATION

MIN. REAR YARD SETBACK (FT)

LI C

L AND

49 SU

NO. 0 5 0 4

K

ED

L T. H I C

RK O OK

S

L. S.

IE

Y

MIN. SIDE YARD SETBACK (FT)

TE

MIN. FRONT YARD SETBACK (FT)

RV

SCALE

1"=50'

01/31/2025

DATE

M.G.

TOPO/BASE

D.T.H.

BOUNDARY

G.M.S.

DRAWN BY

S.J.C.

PROJECT MANAGER

MAX. BUILDING HEIGHT (FT)

OF NEW

250

30% / 67% MIN. LOT WIDTH (FT)

MAX LOT COVERAGE

MIN. LOT AREA (SF)

Costich Engineering

12" HDPE

387.98

12" HDPE

GRID

OH

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

Landscape Architecture

Land Surveying

Date:

EXISTING FEATURES

PUBLISHER'S PARKWAY

CLIENT

MCALPIN INDUSTRIES, INC. 255 HOLLENBECK STREET ROCHESTER, NY 14621

LOCATION OF PROJECT

9649 SHEET 2 OF 10

VA100

DWG. #

TAX PARCEL NO. 079.06-1-32.123 TOWN LOT 1, TOWNSHIP 14, RANGE 4, SECTION 14, PHELPS & GORHAM PURCHASE, TOWN OF WEBSTER, COUNTY OF MONROE, STATE OF NEW YORK

TITLE OF DRAWING

MCALPIN INDUSTRIES, INC.

TITLE OF PROJECT

Daniel T. Hickok, N.Y.S. L.S., No. 050449

Civil Engineering

By:

THAT THIS MAP WAS PREPARED FROM NOTES OF AN INSTRUMENT SURVEY COMPLETED ON DECEMBER 13, 2024 AND FROM THE REFERENCE(S) LISTED HEREON. NO SEARCH OF RECORDS, OTHER THAN THOSE REFERENCED, WAS MADE FOR EASEMENTS OR ENCUMBRANCES AFFECTING THIS PARCEL.

REQUIRED 62,500

W

D

By graphic plotting only, this property is in Zone X of the Flood Insurance Rate Map No. 36055C0229G Community Panel No. 360436, Town of Webster, which bears an effective date of 8/28/2008, No field surveying was performed to determine this zone and an elevation certificate may be needed to verify this determination or apply for a variance from the Federal Emergency Management Agency.

FLOOD NOTE:

G

W

E

LOD

2. BULK REQUIREMENTS:

387

WE, COSTICH ENGINEERING, D.P.C., HEREBY CERTIFY T0

388.01

1. EXISTING ZONING: OP (OFFICE PARK DISTRICT)

SITE DATA

PITTSFORD CORS STATION -LATITUDE

43-05-35.48461 (N) NAD 83 (CORS) -LONGITUDE: 077-31-31.11244 (W) -ELLIP HEIGHT: 113.481 METERS NAVD 88 (CORS)

TOPOGRAPHY SHOWN FROM A FIELD SURVEY BY COSTICH ENGINEERING ON 12/13/2024 HORIZONTAL AND VERTICAL DATA OBTAINED THROUGH NYSDOT CORS NETWORK REFERENCED TO THE FOLLOWING MONUMENT

EXISTING UNDERGROUND UTILITIES

EXISTING TELEPHONE SERVICE

EXISTING OVERHEAD UTILITIES

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

EXISTING SANITARY SEWER, & MANHOLE

G

F

OH

24" HDPE INV=387.29

MANHOLE

N/F HARD ROAD REALTY LLC T.A.# 079.11-1-22 875 HARD ROAD LIBER 12446 PAGE 8 LOT 1 PER LIBER 361 OF MAPS PAGE 81

390.41

FD

W

393.15

PHONE BOOTH

396

12" HDPE

PH

E

TG=395.52

END OF PIPE

RETENTION POND

12" HDPE INV=392.61

LINE LEGEND

8" DIP MCWA MAIN

MONITOR WELL

INV=393.25

10' WIDE WATER MAIN EASEMENT TO THE MONROE COUNTY WATER AUTHORITY PER LIBER 10751 OF PAGE 168

MW

APPROXIMATE LOCATION OF MONROE COUNTY UNDERGROUND FIBER OPTIC

TELEPHONE PEDESTAL

12" HDPE

RGE 46 RTC 20

TP

APPROXIMATE LOCATION OF LIGHTOWER UNDERGROUND FIBER OPTIC

END SECTION

EXISTING ADJACENT PROPERTY LINE

TURNING ARROW

18" HDPE INV=389.70

EXISTING RIGHT-OF-WAY LINE

393

WELL

394

393

W

397

395

392

TELEPHONE MANHOLE

PE

END UNDER ICE

T

HD

END UNDER ICE

CATCH BASIN

EXISTING CENTERLINE DOUBLE YELLOW STRIPING

SIGN - SINGLE POST

RIP-RAP

E E

39 2

OH

W

WATER METER

400 9

WM

TG=397.11

8" PVC

ELECTRIC METER

12"

396

TG=395.57 392.51 392.62

BLOCK SIGN W/ LANDSCAPING

PARCEL BOUNDARY

391

RIM=389.16

EM

TG=396.65

393.17

397

OH

S

INLET DRAINAGE MANHOLE

E 12" HDPE (SW. END NOT FOUND)

18" HDPE

SIGN - DOUBLE POST

GRAVEL DRIVE

G

TG=391.95

G

388.04

HYDRANT

5 39

E

12" HDPE

10" PVC

Y

E 393.17

TG=391.91

F

N/F MIRROR SHOW PROPERTIES LLC T.A.# 079.07-1-27.2 855 HARD ROAD LIBER 10489 PAGE 539

G

3 93

G

F

RETENTION POND OH

ASPHALT PARKING LOT

G

12" HDPE 393.51 393.61

397

388.16 389.06

F

PE

HD

F

" 15

387

396

400

S

H

G

12" HDPE INV=392.35

837.00' F

6 D 7.3

F

24" HDPE INV=385.76 OH

W

392

379.55

ELECTRIC MANHOLE

G

397

393.06

DP E

OH

399

OH

386.63

OH

RIM=390.41

380.56 RIM= 390.81

E

G

F

8" HDPE

393.27 393.48

F OH

AREA = 25.651 ACRES

W

397

E

393.21

388

PV C

W

F

390.51

12" HDPE 390.46 RIM=397.31

396

D

F

W

SHED 38 6.3 8

F

PE DE " DHP 2 H " 393.33 121

OH

8" PVC

TG=396.56

389

W

ONE STORY BLOCK AND METAL BUILDING PER LIBER 1483, PAGE 63. POWER POLE EASEMENT ALONG WEST SIDE OF HARD ROAD N LAKE ONTARIO POWER CORPORATIO W W

LOD

383.34

385.80

W

388

E

394

10" PVC

RGE 42A

W

398 3 89

PE 38 8. 16 15" HDPE D 388.51 RIM=391.76

OH

LOD LOD

RIM=390.15 381.43 381.37

1 390

LOD

D

W

WV

393.33

W

S88° 54' 01"W

398

393.33

W

F

OH

397

S 393.33

385.77

OH

W

LOD

386.29

387.15

LOD

D LO

382.33

24" HDPE

393

394

395

LOD

RGE 42B

394

LOD

39 8 39 7

397

394

D

10" PVC

W

LOD

39 6

383.24

TG=389.20 W OH 379.43

SYMBOL LEGEND

2 G

398 12" HDPE

LOD TG=396.48

W

G

F

W

E

LOD

12" HDPE

OH

24"x36" ARCH RCP

DRAINAGE MANHOLE

398 E

LOD

LOD 396

6" PVC INV=387.41

W

397

LOD

400

LOD

LO D

LOD

39 4

RIM=392.60

OH

D RIM=389.66 385.56

MAP ENTITLED "BOULTER PARK - RESUBDIVISION LOT R-1" PREPARED BY COSTICH ENGINEERING, DATED 09/13/2007, HAVING A DRAWING NUMBER 1826-06S, AND FILED IN THE MONROE COUNTY CLERK'S OFFICE AS LIBER 333 OF MAPS PAGE 59 ON 02/14/2008.

39 7 G

6 39 395

N88° 54' 01"E

OH

G

W

397 W

E

398

9 RGE 42C W

G

WS

S82° 24' 60' WIDE ACCESS AND UTILITY EASEMENT TO T.A.# 079.11-1-22 AND THE TOWN OF WEBSTER PER LIBER 361 OF MAPS PAGE 81

W 385.83 G

SV

6' HIGH

39 5

392

395

397

D

LO

LOD W

W

398

40 0

396

LOD

PROPOSED BUILDING FOOTPRINT

12" RCP

G

GM

LOD 394

S

398

D

24"x36" ARCH RCP 385.51

GS

D 0

400

382.40

OH

TG=389.14 G

GV

N.Y.S. CONC. MONUMENT FOUND 0.05N 0.98E

LOD

400

OH G

REFERENCES

LOD

10" PVC

397

LOD

40 0

LOD

399

LOD

Y D

W G

D

30' RIGHT OF WAY AGREEMENT TO THE VILLAGE OF WEBSTER FOR WATER MAIN PURPOSES PER LIBER 3471 PAGE 517

398

401

LOD

39 5

OH RIM=391.46 N. INV=388.03 12" HDPE

G

559.41' 395

397

398

STAGING AREA FOR TREE CLEARING OPERATIONS

LOD

LOD LOD

50' VEGETATIVE BUFFER TO BE MAINTAINED

D

LOD

N/F MORGAN PUBLISHER APARTMENTS LLC, SAINT GALLEN LLC, & ST. GALL LLC T.A.# 079.06-1-32.123 PUBLISHER'S PARKWAY LIBER 12594 PAGE 40 LOT 2 PER LIBER 361 OF MAPS PAGE 81

W

G

APPROXIMATE LOCATION 2" GAS MAIN

40 0 398

399 H

LOD

LO

LOD

39 8

TIVE 50' VEGETA BE BUFFER TO D MAINTAINE

398

LOD

397

OH

W 387.98

G

A

SHED

W

522.19'

S88° 20' 59"W LOD LOD

D

N

ALL TREES OUTSIDE OF THE LIMITS OF DISTURBANCE ARE TO BE PROTECTED TO PRESERVE EXISTING BUFFERS AS BEST POSSIBLE. LOD

395

7 39

OH

385.29

DA

396

DIRT / DEBRIS PILE TG=391.18 S. INV=388.03 12" HDPE G

HARD (66' ROW) ROAD

397

386.47

7 39 12" HDPE G

397

40 0

MP

395

389.00

S01° 05' 59"E

LOD LOD

LOD

RIM=393.89 S

OH REBAR FOUND 0.23N

G

D

384.77

LOD

396

W

LOD

399

4 39

395

LOD

LOD LOD

LOD

1424.54'

LOD

396

399

LOD

399

LIMITS OF TREE CLEARING LO D

LOD

398

W

WV

LOD

10" PVC

383.30

0 39

DIRT / DEBRIS PILE

LOD

LIMITS OF DISTURBANCE

394

WV

G

LOD

RIM=393.55

393

39 9

LOD

9 39

LOD

396

D LO

DIRT / DEBRIS PILE

LOD

10" PVC

LOD LOD

LOD

0 40

LOD

LOD 40 1

LOD

S 383.97

743.34'

0 40

LOD

LO LOD

LOD

8 39

05' 09"W N01° LOD

401

LOD

GRAVEL AREA 397

LOD

N/F SPORTS ASSOCIATION OF WEBSTER, INC. T.A.# 079.06-1-32.211 865 PUBLISHER'S PARKWAY LIBER 10584 PAGE 132 7 39

383.99

CONCRETE GUTTE R W APPROXIMATE LOC W ATION 8"CI WA TER MAIN OH OH

389.06 TG=392.02

G

EXISTING 60' ACCESS EASEMENT PER LIBER 8549, PAGE 13

R

395

389.61

390

"C 12

39 W

W) PARKWAY

TG=391.91 G

LOD

EXISTING 20' WIDE SANITARY SEWER EASEMENT TO THE TOWN OF WEBSTER

OH

APPROXIMATE LOC ATION 6" GAS MA IN G

LOD

397

LO

UTILITY EASEMENT TO R.G.&E. AND ROCHESTER TELEPHONE CORPORATION PER LIBER 8588 PAGE 444

OH

393

DIRT / DEBRIS PILE

S

685.84'

NO PARKING SIGN

LOD

D

LOD

400

LOD

399 RIM=393.47

W

S01° 05' 59"E

RIM=395.15 S 386.37

LOD

LO

LOD

9 39

LOD

8" PVC

400

394

LOD

S OH

LOD

40 0 384.82

PUBLISHER'S (60' R O

G

YO

385.25

Y

W

LOD

39 5

393

OH G

ST

393

N

E

G

H

LOD

386.35

0 40

10" PVC

OH W NO PARKING SIGN

LOD

396

DIRT / DEBRIS PILE

LOD

396

39 394

10" PVC

DIRT / DEBRIS PILE

S86° 29' 54"E

W G

LOD

RIM=392.35

W

H

385.44

2 39

LOD

385.85

LOD

VC

W G

388

4" P

OH

LOD

OH

G

LOD

OH W

G

LOD

392

LOD

W

G

387 386 385

OH G

LOD

G

EN

EXISTING 60' ACCESS EASEMENT PER LIBER 8549, PAGE 13

PUBLISHER'S (60' R O NO PARKING SIGN

S86° 29' 54"E

NO PARKING SIGN

685.84'

CONCRETE GUTTE

SIGN LEGEND

ZONED OP CORE AREA NORTH

W) PARKWAY

SIGN NO.

R

TEXT

MUTCD DESCRIPTION NUMBER

RESERVED PARKING

NY R7-8

REBAR FOUND 0.23N RGE 42C

12"x18" RED ON WHITE

R7-1

PROPOSED 15' FRONTAGE EASEMENT TO THE MCWA

UTILITY EASEMENT TO R.G.&E. AND ROCHESTER TELEPHONE CORPORATION PER LIBER 8588 PAGE 444

12"x18" BLUE AND GREEN ON WHITE

TYPE OR MOUNT

HEIGHT QNT. 1.

TAX ACCOUNT NUMBER

79.06-1-32.123 (25.65 ACRES)

39 "C"

7'-0"

"C"

7'-0"

ZONING

OP CORE AREA NORTH (REQUIRED: SPECIAL USE PERMIT FOR MANUFACTURING WAREHOUSE)

18"x18" RED ON WHITE

"C"

7'-0"

REQUIRED 62,500 SQ.FT 250' 80' + 50' BUFFER 80' + 25' BUFFER 40' + 20' BUFFER 30% 67% 55' 45,000 SQ. FT.

MINIMUM LOT SIZE MINIMUM LOT WIDTH MINIMUM LOT DEPTH MINIMUM FRONT YARD MINIMUM REAR YARD MINIMUM SIDE YARD RGE 42A LOT COVERAGE MAXIMUM BUILDING AREA GROSS LOT AREA MAXIMUM STRUCTURE HEIGHT MAXIMUM BUILDING SIZE

RGE 42B

EMERGENCY VEHICLE MOVEMENT PROFILE

SITE DATA

EXISTING 20' WIDE SANITARY SEWER EASEMENT TO THE TOWN OF WEBSTER

PROPOSED 1,117,314 SQ.FT. (25.65 AC) 692.24' 1,418.00' 950.40' 140.60' 106.00' 26.49% 48% (12.32 ACRES) 25' (WAREHOUSE EAVE) 300,000 SQ. FT. (VARIANCE REQUIRED)

20 Width Track Lock to Lock Time Steering Angle

: 8.167 : 8.167 : 5.0 : 45.00

PARKING SPACES

PARKING SPACES REQUIRED SHALL BE SUCH THAT NO EMPLOYEE OR VISITOR SHOULD NEED TO PARK ON A PUBLIC STREET PARKING PROVIDED PHASE 1 82 PASSENGER CAR SPACES INCLUDING 3 HANDICAP SPACES WITH AN ADDITIONAL 3 TRACTOR TRAILER LOADING DOCKS FUTURE PHASES 148 ADDITIONAL PASSENGER CAR SPACES WITH 6 ADDITIONAL TRACTOR TRAILER LOADING DOCKS

PAVEMENT LEGEND S01° 05' 59"E

SF

ASPHALT PARKING LOT

SF ONE STORY BLOCK AND METAL BUILDING

PROPOSED STORMWATER WET POND STATIC ELEV.= 391.49'

HEAVY DUTY ASPHALT PAVEMENT

PER LIBER 1483, PAGE 63. POWER POLE EASEMENT ALONG WEST SIDE OF HARD ROAD LAKE ONTARIO POWER CORPORATION

SF

STANDARD DUTY ASPHALT PAVEMENT

FUTURE BIO-RETENTION (3,500 SF)

SF

N/F MIRROR SHOW PROPERTIES LLC T.A.# 079.07-1-27.2 855 HARD ROAD LIBER 10489 PAGE 539

CONCRETE PAVEMENT

100

EMPLOYEE PARKING

GRAVEL AREA

RETENTION POND

ZONED OP CORE AREA NORTH 743.34'

SHED

BIO RETENTION AREAS

BANKED / FUTURE PARKING AREA = 25.651 ACRES BANKED / FUTURE PARKING SHED

N/F SPORTS ASSOCIATION OF WEBSTER, INC. T.A.# 079.06-1-32.211 865 PUBLISHER'S PARKWAY LIBER 10584 PAGE 132

GRAVEL DRIVE

950.4' FRONT YARD SET BACK (HARD ROAD) LIMITS OF CENTERLINE DOUBLE YELLOW STRIPING

PROPOSED MODULAR RETAINING WALL. FACE TO BE 1' OFF PROPERTY LINE

FUTURE DRIVEWAY

PROPOSED ACCESS DRIVE CENTERLINE

10' WIDE WATER MAIN EASEMENT TO THE MONROE COUNTY WATER AUTHORITY PER LIBER 10751 OF PAGE 168

EXISTING CENTERLINE DOUBLE YELLOW STRIPING

60' WIDE ACCESS AND UTILITY EASEMENT TO T.A.# 079.11-1-22 AND THE TOWN OF WEBSTER PER LIBER 361 OF MAPS PAGE 81

EXISTING DOUBLE YELLOW STRIPE TO BE GROUND OFF, EXTENDING NORTHBOUND LEFT TURN LANE.

837.00'

N88° 54' 01"E

PROPOSED TURN ARROW

24.1'

SF

RGE 46 RTC 20

FUTURE 120,000 S.F. HEADQUARTERS / MANUFACTURING

SF

R=80.0'

SF

R=100.0'

PROPOSED 6" REVEAL CONCRETE CURB (SEE DETAIL)

RETENTION POND

SF

MAN DOOR

STOP

PROPOSED 6" REVEAL CONCRETE CURB (SEE DETAIL)

R=5.0' R=5.0'

R=5.0'

PROPOSED 7' WIDE CONCRETE INTEGRAL CURB / SIDEWALK

26.0'

MAN DOOR

R=50.0' 45.0'

LOADING DOCKS

OVERHEAD DOORS

26.0'

SF

STONE FILTER STRIP

MAN DOOR MAN DOOR

PROPOSED 9'x18' PARKING SPACE (TYP.)

SILT FENCE (TYP.) 1 2

120,000 S.F. MANUFACTURING WAREHOUSE

2 FIRE TRUCK TURNING MOVEMENT

SF

PROPOSED ACCESS DRIVE CENTERLINE 3

45' FIRE TRUCK

ZONED OP CORE AREA NORTH

348.3'

1424.54'

By:

SF

26.0'

STORMWATER POND STATIC WATER ELEVATION STORMWATER POND TOP OF BANK

26.0'

N/F DGN PROPERTIES, LLC T.A.# 079.11-1-18 893 HARD ROAD LIBER 11493 PAGE 92

N/F HARD ROAD REALTY LLC T.A.# 079.11-1-22 875 HARD ROAD LIBER 12446 PAGE 8 LOT 1 PER LIBER 361 OF MAPS PAGE 81

SF

STORMWATER POND BOTTOM OF WET STORAGE

EMPLOYEE PARKING

20.0'

25.0'

N/F JAMES J. PADULA T.A.# 079.11-1-19 879-881 HARD ROAD LIBER 9675 PAGE 577

PROPOSED STORMWATER WET POND STATIC ELEV.= 395.00' SF

140.6'

N/F KIMBERLY M. HINKSON T.A.# 079.11-1-20 877 HARD ROAD LIBER 10772 PAGE 622

36.0'

R=50.0'

SF

PROPOSED 6" REVEAL CONCRETE CURB (SEE DETAIL)

STOP

S01° 05' 59"E

R=15.0' R=15.0'

STOP

R=15.0'

26.0'

SF

26.0'

R=15.0'

SF

CHECK DAM (TYP.)

PIN FOUND 0.14S 0.06W

PIN FOUND 0.52S 0.32W

SF

PROPOSED WHITE STOP BAR (TYP.)

SF

SILT FENCE (TYP.)

SF

FOREBAY

SNOW STORAGE

BIO-RETENTION BASIN (4480 SF)

26.0'

25.0'

FIRE TRUCK TURNING MOVEMENT

HEAVY DUTY PAVEMENT SECTION FOR WIDENING

SNOW STORAGE

SF

RTC 19

RIP-RAP

SF

FUTURE LOADING DOCK

N.Y.S. CONC. MONUMENT FOUND 1.64W

45' FIRE TRUCK

621.99' S01° 05' 59"E 60.00'

S88° 54' 01"W SF

SF

R=113.0'

REMOVE EX. CURB AND WIDEN ENTRANCE RADIUS TO 50' URMC SIGN

AT NO POINT SHALL THE ENTRANCE TO URMC BE BLOCKED BY EQUIPMENT OR MATERIALS.

26.0'

N01° 05' 09"W

ZONED OP CORE AREA NORTH

BLOCK SIGN W/ LANDSCAPING

927.1' SIDE YARD

SF

(PUBLISHER'S PA RKWAY)

FUTURE 60,000 S.F. ADDITIONAL MANUFACTURING

FUTURE BIO-RETENTION (3,500 SF)

N

NORTH

SF

FUTURE LOADING DOCK

148

HARD (66' ROW) ROAD

N/F MORGAN PUBLISHER APARTMENTS LLC, SAINT GALLEN LLC, & ST. GALL LLC T.A.# 079.06-1-32.123 PUBLISHER'S PARKWAY LIBER 12594 PAGE 40 LOT 2 PER LIBER 361 OF MAPS PAGE 81

Date

DIRECTOR OF COMMUNITY DEVELOPMENT

80' X 20' BUILDING CANOPY R=10.0' MAN DOOR

R=4.0' STOP

140.6'

DRIVE THROUGH LOADING DOCK

8' PRIVACY FENCE

R=4.0' R=15.0'

R=500.0'

SNOW STORAGE

LIMITS OF CENTERLINE DOUBLE YELLOW STRIPING

By:

SF

341.79'

LINE

Date

FIRE MARSHAL

.15

77+82

K FENCE

By:

5' @ 4

HAIN LIN

226.3

6' HIGH C

46"W

Date

WEBSTER SEWER DISTRICT

ACCESS AND UTILITY EASEMENT TO T.A.# 079.11-1-22 AND THE TOWN OF WEBSTER PER LIBER 361 OF MAPS PAGE 81

SF

S82° 24'

Date

TOWN HIGHWAY SUPERINTENDENT

N.Y.S. CONC. MONUMENT FOUND 0.06N 0.04E

FIRE TRUCK TURNING MOVEMENT N.Y.S. CONC. MONUMENT FOUND 0.05N 0.98E

Date

PLANNING BOARD CHAIRMAN

By:

245.41' @

Date

TOWN ASSESSOR

469+70.7

30' RIGHT OF WAY AGREEMENT TO THE VILLAGE OF WEBSTER FOR WATER MAIN PURPOSES PER LIBER 3471 PAGE 517

559.41'

By:

R=100.0'

106.0'

S88° 20' 59"W

R=100.0'

SILT FENCE (TYP.)

FOREBAY

Date

TOWN ENGINEER

6' HIGH CHAIN LINK FENCELINE

SNOW STORAGE

BIO-RETENTION SWALE (4,175 SF)

By:

26.0'

R=100.0'

SF

R=100.0'

R=10.0'

SF

OVERHEAD DOORS

MAN DOOR

522.19'

26.0'

By:

Date

MONROE COUNTY WATER AUTHORITY

IRONDEQUOIT WAYNE COUNTY EXPRESSWAY NEW YORK STATE ROUTE 104.

By:

Date

MONROE COUNTY HEALTH DEPARTMENT

PROJECT MANAGER

03/07/2025

NO.

DATE

REVISED PER PRC COMMENTS DATED 2/11/2025

WTA

MOR

REVISION

BY

CHKD.

APVLS.

A

ER I NE

PR

OFE

A S S I ON

NG

0 9 6 1 84

E

ED

( IN FEET ) 1 inch = 50 ft.

BOUNDARY

NS

200

C

100

ST

DRAWN BY

C

HA

MI

TE EL O R I T Y H

OF NEW

RK O IE

GRAPHIC SCALE

TITLE OF PROJECT

S.J.C.

L I CE

L

Civil Engineering

W.T.A.

PUBLISHER'S PARKWAY TITLE OF DRAWING

Land Surveying

D.T.H. TOPO/BASE

Landscape Architecture

M.G.

SITE PLAN TAX PARCEL NO. 079.06-1-32.123 TOWN LOT 1, TOWNSHIP 14, RANGE 4, SECTION 14, PHELPS & GORHAM PURCHASE, TOWN OF WEBSTER, COUNTY OF MONROE, STATE OF NEW YORK

LOCATION OF PROJECT

DATE

01/31/2025 SCALE

1"=50'

MCALPIN INDUSTRIES, INC.

Costich Engineering

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

CLIENT

MCALPIN INDUSTRIES, INC. 255 HOLLENBECK STREET ROCHESTER, NY 14621

DWG. #

9649

CA100

SHEET 4 OF 10

N HYDRANT FLOW TEST DATA G

OH

W

OH

385.25

CONCRETE GUTTE R W APPROXIMATE LOC W ATION 8"CI WA TER MAIN OH OH

OH

S

RIM=392.35

384.82

RIM=393.47

389.00

WV

W

TG=391.18 S. INV=388.03 12" HDPE

12" HDPE

W

OH

S

383.99

S

OH

DF-1 2'x2' INLET TG=393.1

10" PVC 383.97

RIM=393.55

383.30 RIM=393.89 S

10" PVC

383.34

PROPOSED 15' FRONTAGE EASEMENT TO THE MCWA

389.40

CONE TRASH RACK GRATE

S: CONNECT TO EX. STRUCTURE INV=383.34

W

Y

G

385.83

D

W

OH

W

OH

RGE 42C

W

OH

24"x36" ARCH RCP

TG=389.20 W OH

OH

RGE 42B

G

RIM=389.66 385.56

6" PVC INV=387.41

W

OH

24"x36" ARCH RCP 385.51

TG=389.14 G

G

383.24

379.43 W

W

OH

382.40

PLEASE NOTE THE FOLLOWING INFORMATION

380.56

THE PRESSURE AND FLOW DATA PROVIDED HEREIN REPRESENTS THE CALCULATED VALUES FOR THIS LOCATION IN THE DISTRIBUTION SYSTEM BASED ON TYPICAL LOW OPERATING CONDITIONS. THESE VALUES CAN VARY DEPENDING ON DEMANDS, OPERATIONAL PARAMETERS, SYSTEM CONFIGURATIONS, SUBSEQUENT MODIFICATIONS AND OTHER RELATED CRITERIA. PLEASE CONTACT TONY PIASCIK, P.E. AT 585-442-2001 EXT 273 WITH ANY QUESTIONS OR CONCERNS.

RIM= 390.81

OH

385.77

RGE 42A

10" PVC

NORTH

OH G

12" RCP

W

OH RIM=391.46 N. INV=388.03 12" HDPE

MAINTAIN 18" MIN VERTICAL SEPARATION. SEE PROFILE VIEW.

42'-12" HDPE @ 0.47%

389.50

G

D

W 387.98

OH

384.77

G

D

389.20

WV

385.29

G

H

385.44

10" PVC

389.06 TG=392.02

W

G

Y

G

S

379.55

S

382.33

385.80

RIM=392.60

10" PVC

RIM=390.15 381.43 381.37

10" PVC

G

OH

385.85

W

389.61

G

W

OH

OW) PARKWAY

12" PVC

PV C

OH

W

H

W

TG=391.91 G

OH

PUBLISHER'S (60' R

S

398.00

OH

W

E

W

D

W

OH

APPROXIMATE LOC ATION 6" GAS MA IN G

G

OH

G

OH

DATA SUPPLIED BY THE MCWA LOCATION: ISSUE DATE: STATIC PRESSURE = 73 P.S.I. OBSERVED FLOW = 1296 G.P.M. RESIDUAL PRESSURE = 67 P.S.I. Q 20= 3867 G.P.M.

G 12" HDPE

G

387.98

G

D

G

12" HDPE

G

383.34

G

10" PVC

G

386.29

"H DP

E

E 38

"C 12

6.3

10" PVC

C

"H D

300'-8" PVC @ 0.40%

WATER SERVICE LINES SHALL HAVE A MINIMUM OF FIVE FEET OF COVER FROM FINISHED GRADE IN LAWN AREAS AND SIX FEET OF COVER FROM FINISHED GRADE IN PAVED AREAS.

WATER SERVICE LINES SHALL BE SEPARATED AT LEAST TEN FEET, MEASURED FROM THE OUTSIDE OF THE PIPES, FROM SEWER MAINS OR SEPTIC SYSTEMS.

WATER SERVICE LINES SHALL BE IDENTIFIED AS:

24" HDPE INV=387.29

388.01

DESCRIPTION

ZINC COATED CLASS 52 DIP

CMB

PRIVATE PORTION

FROM THE CONTROL VALVE TO THE METER

ZINC COATED CLASS 52 DIP

CMB

THE WATER AUTHORITY'S PORTION OF THE WATER SERVICE LINE SHALL BE INSTALLED PRIOR TO THE PRIVATE PORTION OF THE SERVICE LINE.

WATER METER(s) TO BE LOCATED ON THE INTERIOR OF EXTERIOR WALL(S) IMMEDIATELY UPON SERVICE ENTRANCE INTO THE BUILDING(S). A BY-PASS ASSEMBLY IS NOT REQUIRED AROUND THE THE INSTALLATION OF 5/8-INCH THROUGH 1-INCH METERS. 1 1/2-INCH + 2-INCH METER INSTALLATIONS MAY REQUIRE A BYPASS ASSEMBLY AROUND THE METER. METER INSTALLATIONS 3-INCH OR GREATER REQUIRE A BY-PASS ASSEMBLY AROUND THE METER.

WATER SERVICE LINES SIZED 4" OR GREATER SHALL BE:

G

390.67

F

S OH F

S-1 4' DIA M.H. RIM=386.3

W

2'X2' OUTFALL STRUCTURE TG = 395.00 INV. W (4") = 391.49 INV. E. (8") = 391.49

ONE STORY BLOCK AND METAL BUILDING

PRESSURE TESTED IN ACCORDANCE WITH THE LATEST SPECIFICATIONS OF THE MONROE COUNTY WATER AUTHORITY. A WATER AUTHORITY REPRESENTATIVE MUST WITNESS THIS TEST.

DISINFECTED BY USING THE CONTINUOUS FEED METHOD ACCORDING TO AWWA STANDARD SPECIFICATIONS. AFTER FLUSHING AND DISINFECTING THE SERVICE LINE, WATER SAMPLES SHALL BE COLLECTED IN ACCORDANCE WITH THE DEPARTMENT OF HEALTH THAT HAS JURISDICTION OF THE AREAS REQUIREMENTS. APPROVAL AND NOTIFICATION BY THE HEALTH DEPARTMENT OF A PASSING HEALTH SAMPLE TEST(S) MUST BE RECEIVED BEFORE THE SERVICE WILL BE ACTIVATED BY THE WATER AUTHORITY.

G

6" PVC STUB FOR FUTURE SANITARY CONNECTION INV. 390.00

4" PVC LOW FLOW ORIFICE

DF-2 2'x2' INLET TG=395.1

390.77

390.87

155'-12" HDPE @ 0.40%

391.49

384.64

8" PVC

PROPOSED STORMWATER WET POND STATIC ELEV.= 391.49'

384.54

386.47

ACCEPTABLE MATERIAL IS *CLASS 52 CEMENT MORTAR LINED DUCTILE IRON PIPE. SERVICE TYPES INCLUDE: DOMESTIC=(DS), FIRE=(FS), OR COMBINED=(CMB)

W

386.35

DF-2A 2'x2' INLET TG=395.0

G

SYMBOL LEGEND

OH

208'-8" PVC @ 0.40%

100

EMPLOYEE PARKING

DRAINAGE MANHOLE

E

F

W

RETENTION POND

EM

INLET DRAINAGE MANHOLE SHED

CATCH BASIN G

OH

24" HDPE INV=385.76

7.3

E

DP "H

SHED

387.15

6 D

OH

F

W

S2 4' DIA M.H. RIM=398.3

G

24" HDPE

385.47

388.04

S 385.57

TG=391.91 388.16 389.06

18" HDPE TG=391.95

OH

BLOCK SIGN W/ LANDSCAPING

GRAVEL DRIVE

F

W

392.03

6" PVC STUB FOR FUTURE SANITARY CONNECTION INV. 390.00

18" HDPE INV=389.70

392.13

DF-3 2'x2' INLET TG=395.0

RGE 46 RTC 20

393.43

W

FFE 400.20'

CABLE TV PEDESTAL

TREE DECIDUOUS

SIGNAL POLE

TREE CONIFEROUS

UTILITY POLE

BUSH

G F

393.17

W

E

W

E

W

E

F OH W

G

WV

W

RETENTION POND

ELECTRIC UTILITY LATH

T

TRANSFORMER

CABLE UTILITY LATH

LINE LEGEND

RTC 19

SECTION/PARCEL BOUNDARY MIN. BUILDING SETBACK CENTER LINE EXIST. EASEMENT LINE EXIST. RIGHT-OF-WAY LINE EXIST. EDGE OF PAVEMENT

G

INV=393.25

WATER UTILITY LATH

URMC SIGN

RPZ AND METER LOCATED IN HEATED ENCLOSURE RETENTION POND D/S TAP

INV=393.06

12" HDPE

8" ZINC COATED CLASS 52 DIP COMBINED SERVICE D/S TAP W

W

F

D1 4' DIA M.H. RIM=395.8

H

G OH

F

W

PROVIDE THE EXCAVATION, SUPPLY AND INSTALL ALL MATERIAL, PERFORM ALL RESTORATIONS AND WILL PROVIDE A DISINFECTION SAMPLING TAP. MCWA WILL PERFORM THE TAP FOR A SET FEE. CONTRACTOR TO BE RESPONSIBLE FOR ALL ROAD RESTORATION REQUIRED TO PERFORM THE TAP.

WV

Y

EXISTING URMC HEATED 8"X8" TAPPING SLEEVE AND VALVE, CONTRACTOR SHALL ENCLOSURE FOR 6" COMBINED SERVICE

W

GAS UTILITY LATH

TRAFFIC PULL BOX

F

PE

G

WV

EXISTING POND DISCHARGE STRUCTURE

HD

AIR CONDITIONING UNIT SANITARY UTILITY LATH

OH

12" HDPE 393.51 393.61

E

AC

EXISTING WATER MAIN, VALVE, & HYDRANT. EXISTING SANITARY SEWER, & MANHOLE. EXISTING DRAINAGE SEWER, FIELD INLET, INLET MANHOLE, MANHOLE, & END SECTION. EXISTING OVERHEAD UTILITIES EXISTING TELEPHONE EXISTING UNDERGROUND UTILITIES EXISTING GAS EXISTING ELECTRIC EXISTING GUARD RAIL TREE,HEDGE,EDGE OF WOODS

F

EXISTING SWALE ,

BARBED WIRE,STOCKADE,CHAIN LINKED FENCE

410

EXISTING CONTOUR

G

EXISTING SPOT ELEVATION @ X

MONROE COUNTY DEPARTMENT OF PUBLIC HEALTH MONROE COUNTY DEPARTMENT OF PUBLIC HEALTH THESE PLANS FOR PUBLIC SANITARY SEWER EXTENSION / THESE PLANS FOR PUBLIC WATER SYSTEM EXTENSION / IMPROVEMENTS ARE HEREBY APPROVED PURSUANT TO ARTICLE IMPROVEMENT ARE HEREBY APPROVED PURSUANT TO 17 OF THE NYS ENVIROMENTAL CONSERVATION LAW SUBJECT 10NYCRR5 OF THE STATE SANITARY CODE SUBJECT TO TO CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL

EXISTING GRADE

DC END SECTION INV=395.00 395.20

DIRECTOR OF PUBLIC HEALTH

393 BY

395.00

392 50'-18" HDPE @ 0.40%

PUBLIC HEALTH ENGINEER

PROPOSED 8" PVC STORM SEWER

391

BY

PUBLIC HEALTH ENGINEER

By:

CENTERLINE OF EXISTING STORM INLET

DATE

Date

DIRECTOR OF COMMUNITY DEVELOPMENT

390 G

By:

389

Date

TOWN ENGINEER

C.O.

W

By:

PROVIDE 18" MINIMUM VERTICAL SEPARATION

EXISTING 8" WATER MAIN

Date

PLANNING BOARD CHAIRMAN

EDGE OF PAVEMENT G

H

D

DATE

W

STOP BAR

x 420.4

Y

387

397.25

BORE

TR

By:

6' HIGH CHAIN LINK FENCELINE

Date

TOWN HIGHWAY SUPERINTENDENT

D/S TAP

W

PROPOSED PRIVATE HYDRANT

W

W H

Y D

W

386

FOREBAY

By:

ROW

Date

WEBSTER SEWER DISTRICT

385

W

G

H Y

6" PVC PRIVATE FIRE MAIN

D

W

63 LF 12" HDPE @ 0.40%

397.00

HANDICAP

F OH E 12"

388

W

MONITOR WELL

396.50

6" PVC PRIVATE FIRE MAIN

TURNING ARROW

TELEPHONE UTILITY LATH

50'-18" HDPE @ 0.40%

396.50

DC-1A END SECTION INV=396.50 PROVIDE CLEAN OUT

WELL

D

394.6 395.0 0

E

TG=396.65

W393.17

W W

397.00

SIGN

WATER METER

W

DB END SECTION INV=395.00

DB-1A END SECTION INV=396.50 6" PERFORATED HDPE UNDERDRAIN INV 393.43 DC-1 2'x2' INLET TG=398.0 117'-8" HDPE @ 0.43%

6" PVC PRIVATE FIRE MAIN

C.O.

393.15 393.16

TG=396.12

E

395.00

117'-8" HDPE @ 0.43%

397.00

SIGN

TELEPHONE PULL BOX

WVS

G

8" X 6" REDUCER

12" ROOF LEADER MANIFOLD

8" PVC

390.31 S RIM=397.31 12" HDPE

12" HDPE

20'-6" PVC @ -10.00%

PROPOSED STORMWATER WET POND STATIC ELEV.= 395.00'

DB-1 2'x2' INLET TG=398.0

W

254 LF OF 12" HDPE @ 0.40%

HYDRANT

G

W

120,000 S.F. MANUFACTURING WAREHOUSE

SIGN

CONCRETE PAD/ CONCRETE SIDEWALK 395.20

8" PVC COMBINED SERVICE TO MECHANICAL ROOM

WATER SERVICE

F

PROPOSED PRIVATE HYDRANT

POST

ELECTRIC PULL BOX

OH

DA-1A END SECTION INV=396.50

D/S TAP

WATER VALVE

TG=395.70

BIO RETENTION BASIN BOTTOM 396.00 TG = 396.50 UNDERDRAIN INV. =393.43

117'-8" HDPE @ 0.43%

8" PVC COMBINED SERVICE

398.26

H

Y D

392.77

12" HDPE (SW. END NOT FOUND)

393.27 393.48

TG=397.11

390.41

8" PVC

D3 DISCHARGE STRUCTURE (SEE DETAIL)

51'-18" HDPE @ 0.40%

396.50

BOLLARD

F

C.O.

393.06

TG=395.52

392.62

12" HDPE

393.15 12" HDPE

W

397.00

393.21

RIP-RAP

77'-12" HDPE @ 0.40%

DA END SECTION INV=395.00

395.00

8" HDPE E

WM

W

C.O. C.O.

395.20

D2 10' MINIMUM 4' DIA M.H. HORIZONTAL RIM=398.5 SEPARATION D2-A END SECTION INV=395.20 E 16'-12" HDPE @ 1.23%

WS

SPRINKLER HEAD

PULL BOX

G

D

390.00

DF END SECTION INV=395.00

S3 5' DIA M.H. RIM=398.8

DA-1 2'x2' INLET TG=398.0 W

STUB WATERMAIN FOR FUTURE CONNECTION

FOREBAY

395.00

D

H SEPARATE DOMESTIC AND FIRE Y LINES WITHIN THE BUILDING 6" PVC SDR-21 SANITARY LATERAL 1.00% MIN. MAINTAIN 18" MIN SEPARATION

WV

MB

W

394.50

C.O.

SH

12" HDPE INV=392.61

TG=395.57 392.51

TG=396.56

12" HDPE 390.46 RIM=397.31

W

D 39 E

MAILBOX

SPRINKLER VALVE

GUY WIRE

W

C.O.

D-UD 4' DIA M.H. RIM=397.9

394.59

393.78

FLAG POLE

GAS METER SV

E

467'-10" PVC @ 0.23%

386.77

W

202'-12" HDPE @ 0.40%

LIGHT POLE UTILITY POLE WITH LIGHT

E

PROVIDE CLEAN OUT

DE END SECTION INV=395.00 118'-30" HDPE @ 0.30%

8. 38

W

S

393.33

D

393.33

PROVIDE CLEAN-OUT INV=394.500

MAINTAIN 18" MIN VERTICAL SEPARATION PROVIDE CLEAN OUT PROPOSED PRIVATE HYDRANT

S

W

395.35

393.43

30 LF OF 12" WIDE TRENCH GRATE TG = 396.00

21 5.

W

LAMP POST

APPROXIMATE LOCATION 2" GAS MAIN

6" PVC STUB FOR FUTURE SANITARY CONNECTION INV. 392.70 159'-6" PVC @ 1.26%

E DP

MAINTAIN 18" MIN VERTICAL SEPARATION

W

D

12" HDPE INV=392.35

393.33

393.43

53'-12" HDPE @ 0.40%

10' WIDE WATER MAIN EASEMENT TO THE MONROE COUNTY WATER AUTHORITY PER LIBER 10751 OF PAGE 168

TG=396.48

393.33

PROVIDE 24" KNOCKOUT FOR FUTURE NORTH CONNECTION DF-1 5' DIA M.H. RIM=398.9

12" HDPE

CLEAN OUT

GAS SERVICE

8" DIP MCWA MAIN

8" PVC COMBINED SERVICE

393.33

62'-12" HDPE @ 0.40%

TRAFFIC CONTROL CABINET

W

300'-12" HDPE @ 0.40%

MAINTAIN 18" MIN VERTICAL SEPARATION

D: CONNECT TO EX. STRUCTURE INV=393.43 LOCATE AND CONNECT TO EXISTING 12" STUB PIPE

DE-1 2'x2' INLET TG=397.8

F

APPROXIMATE LOCATION OF MONROE COUNTY UNDERGROUND FIBER OPTIC

300'-8" PVC @ 0.40%

FUTURE 120,000 S.F. HEADQUARTERS / MANUFACTURING

W

APPROXIMATE LOCATION OF LIGHTOWER UNDERGROUND FIBER OPTIC

MAINTAIN 18" MIN SEPARATION

SANITARY MANHOLE

GM

G

FUTURE 60,000 S.F. ADDITIONAL MANUFACTURING

TELEPHONE PEDESTAL

PEDESTRIAN POLE

G

HARD (66' ROW) ROAD

148

TELEPHONE MANHOLE

MANHOLE

GAS VALVE GS

ELECTRIC METER

PHONE BOOTH

GV

ELECTRIC MANHOLE

END OF PIPE

F

W

386.63 RIM=390.41

T TP

END SECTION

315'-12" HDPE @ 0.40%

D/S TAP

TYPE(b)

M.C.W.A. PORTION

FROM THE WATER MAIN TO AND INCLUDING THE CONTROL VALVE ON THE R.O.W./PROPERTY/EASEMENT LINE

(a)= (b)=

OH

ASPHALT PARKING LOT

RIM=395.15 S 386.37

C.O.

MATERIAL(a)

F

BIO-RETENTION INLET DETAIL DA-1, DB-1, AND DC-1

GRAVEL AREA

SIZE

W

PRECAST CONCRETE STRUCTURE

WATER SERVICE LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REGULATIONS AND SPECIFICATIONS OF THE WATER AUTHORITY.

G

GROUT INVERT

1. END UNDER ICE

W

30" FILTER MEDIA LAYER

END UNDER ICE

OH

INV. 395.50

8" DRAINAGE LAYER

PE 38 8. 16 15" HDPE D 388.51 RIM=391.76

293'-12" HDPE @ 0.40%

18" HDPE @ 0.4%

PV

G

MP

D

396.50 396.00 3" MULCH LAYER

MONROE COUNTY WATER AUTHORITY 4" AND LARGER SERVICE LINE NOTES

RIM=389.16

8 W

6" X 24" OPENING

By:

384 PROPOSED PRIVATE HYDRANT

BIO RETENTION SWALE 6' WIDE

5 226.3

PROPOSED PRIVATE HYDRANT

NE

FENCELI

By:

' @ 47

Date

TOWN ASSESSOR

7+82.1

K HAIN LIN 6' HIGH C

Date

FIRE MARSHAL

STORM/EXISITNG WATER MAIN PROFILE 5

By:

245.41' @

NOT TO SCALE PROJECT MANAGER

REVISED PER PRC COMMENTS DATED 2/5/2025

JP

02/11/2025

REVISED PER PRC COMMENTS DATED 2/7/2025

WTA

MOR

01/05/2025

REVISED PER MCWA COMMENTS DATED 02/04/2025

JP

MOR

NO.

DATE

REVISION

BY

CHKD.

APVLS.

ED

02/19/2025

NS

ER

MOR

I NE

WTA

PR

0 9 6 1 84

OFE

S S I ON

NG

REVISED PER PRC COMMENTS DATED 2/21/2025

E

03/07/2025

BOUNDARY

C

HA

L I CE

( IN FEET ) 1 inch = 50 ft.

200

A

100

C

DRAWN BY

ST

TE EL O R I T Y

MI

4 50

OF NEW

H

GRAPHIC SCALE

TITLE OF PROJECT

S.J.C. RK O IE

469+70.7

Date

MONROE COUNTY WATER AUTHORITY

AL

Civil Engineering

W.T.A.

PUBLISHER'S PARKWAY TITLE OF DRAWING

Land Surveying

D.T.H. TOPO/BASE

Landscape Architecture

M.G.

UTILITY PLAN TAX PARCEL NO. 079.06-1-32.123 TOWN LOT 1, TOWNSHIP 14, RANGE 4, SECTION 14, PHELPS & GORHAM PURCHASE, TOWN OF WEBSTER, COUNTY OF MONROE, STATE OF NEW YORK

LOCATION OF PROJECT

DATE

01/31/2025 SCALE

1"=50'

MCALPIN INDUSTRIES, INC.

Costich Engineering

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

CLIENT

MCALPIN INDUSTRIES, INC. 255 HOLLENBECK STREET ROCHESTER, NY 14621

DWG. #

9649

CA110

SHEET 5 OF 10

392

PUBLISHER'S (60' R OW) PARKWAY

EASTERN BUILDING FACE

400

S

D

396

S

394

RIM=393.55

393

RGE 42C

RIM= 390.81

RGE 42B

S

RGE 42A

S RIM=390.15

392

394

LOD

390

LOD

S 393

399

390 2+00 2+24

1+00

RIM=389.16

D

LOD

LEGEND

D RIM=391.76

SECTION/PARCEL BOUNDARY PROPOSED EASEMENT LINE MIN. BUILDING SETBACK CENTER LINE EXIST. ADJOINING PROPERTY LINE EXIST. EASEMENT LINE EXIST. RIGHT-OF-WAY LINE EXIST. EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT

39 8

9 39

38 7

395

LOD

394

PARKING TO POND PROFILE 394 SCALE: HORIZ. 1"=50' VERT. 1"=5'

394

TG=389.20

RIM=392.60

10" DRAINAGE LAYER 18" HDPE CULVERT

RIM=389.66

N

RIM=391.46 N. INV=388.03 12" HDPE

395

3' WIDTH RIVER STONE FILTER STRIP 30" BIO RETENTION FILTER MEDIA

390 0+00

DF-1 TG=393.1

S

RIM=393.89

398

8" HDPE ROOF LEADERS

395

LO D

397

D

NORTH

RIM=393.47

TG=389.14

TG=391.18 S. INV=388.03 12" HDPE

395

ACCESS ROAD

393

LOD

400

LOD

S

RIM=392.35

D

TG=392.02

CONCRETE GUTTE R

394

PARKING LOT 2 39

TG=391.91

393

405

388

405

7 1 39

0 39

389

LOD

396

STORMWATER POND STATIC WSE 391.49 LOD

LOD 40 3

LOD

RIM=395.15 S

391.49 LOD

410

DF-2 TG=395.1

420 x 4

LOD

ONE STORY BLOCK AND METAL BUILDING

LOD

39 8 39 7

397

DF-2A TG=395.0

EXISTING CONTOUR

AQUATIC BENCH LOD

391.49

420 x 4

EXIST./PROP. SPOT ELEVATION @ X

BARBED WIRE, STOCKADE FENCE, CHAIN LINKED FENCE FILTER FABRIC FENCING

FILTER FABRIC DROP INLET PROTECTION

S

LOD

PROPOSED CONTOUR

D

LOD

LO D

393

394

395

6 39

LOD

SF

LOD

LO

395

7 39

SF

391 388

SWALE, WATER, CREEK OR STREAM

LOD

AQUATIC BENCH

EXIST. TREES TO BE PRESERVED

LOD

D LO

LOD

397

EXIST. TREE, HEDGE, EDGE OF WOODS

ASPHALT PARKING LOT

LOD

3 40

40 0

PROP. GUTTER AND CATCH BASIN EXISTING LIGHT & UTILITY POLES

15' WIDE STONE SPILLWAY (396.50)

SF

LOD

395

387

LOD

TEMPORARY SEDIMENT BASIN

388

100

EMPLOYEE PARKING

397

GRAVEL AREA

RETENTION POND

LO D 387

SF LOD

LOD

39 8

39 5

39 9

TG=391.95

DF-3 TG=395.0

BLOCK SIGN W/ LANDSCAPING

39 3

GRAVEL DRIVE

391

0 40

LOD

399

TG=391.91

393

399

393

S

LOD

SF LOD

392

HARD (66' ROW) ROAD

LOD

396

LOD

396

0 40

S2 RIM=398.3

400

FUTURE 60,000 S.F. ADDITIONAL MANUFACTURING

9.4 39 X X .00 9 9 3

39 3 1 90

D

395

LOD

392

400

398

9 39

401

397

LOD 4

SF

LOD SF

396 396 8

CONSTRUCTION ENTRANCE

LOD

SF

D3 DISCHARGE STRUCTURE (SEE DETAIL)

397

396

LOD

398

SF

LOD

STORMWATER MANAGMENT FACILITY FOREBAYS TO SERVE AS A SEDIMENT BASIN

SF

SEDIMENT STORAGE REQ'D / PROVIDED AREA OF DISTURBANCE = 11.17 ACRES SILT STORAGE VOLUME REQUIRED = 11.17 x 3,600 = 40,212 CU.FT.

398

LOD

VOLUME PROVIDED WET POND MAIN POOL = 137,316 CU.FT. FOREBAY 1 (NORTH) = 9,622 CU.FT. FOREBAY 2 (SOUTH) = 5,595 CU.FT. NORTH SEDIMENT BASIN = 11,000 CU.FT. 7 39

395

394 395

X

LOD

SF LOD

TREE LINE TO BE TRIMMED BACK TO THE PROPERTY LINE

By:

SF

399

RETENTION POND

397

SF

Date

DIRECTOR OF COMMUNITY DEVELOPMENT

397

LOD

SILT FENCE (TYP.) By:

LOD

HAIN

6' HIGH C

CELINE LINK FEN

LOD

Date

PLANNING BOARD CHAIRMAN

LOD

Date

TOWN ENGINEER

40 0

396

By:

39 9

3 394

396.20

ENCH AQUATIC B

LOD

0 9.7 39

4 39 5 39 9 39

390

SF

LOD

399

RETENTION POND

SF

By:

TREE REMOVAL TO BE LIMITED TO MAINTAIN 50' VEGETATIVE BUFFER

Date

TOWN HIGHWAY SUPERINTENDENT

By:

.15

50' VEGETATIVE BUFFER TO BE MAINTAINED

AQUATIC BENCH

LOD

SF

390

397

398

400 D

8.9

399 LO

SF

LOD

LOD SF

SF

399

LOD

SF

TG=397.11 RIP-RAP

D2 RIM=398.5 D2-A END SECTION INV=395.20 DE END SECTION INV=395.00

397

LOD

SF

RTC 19

394

LOD

394

LOD

L

LOD

SF SF

OD

SF

LOD

D

397

LOD

LO

395

77+82

402

RPZ

URMC 39 SIGN 5 394

5' @ 4

401

X

90FOREBAY 2

398

TIVE 50' VEGETA BE BUFFER TO D MAINTAINE

400

396

397

MATCH GRADE OF 396 EXISTING DRIVEWAY

Date

WEBSTER SEWER DISTRICT

By:

469+70.7

399

X

20' WIDE STONE SPILLWAY (394.80')

398.75 X

245.41' @

400

X

397

6' HIGH CHAIN LINK FENCELINE

399

398

TG=396.65

X

X 398.35

CHECK DAM (TYP.)

399

LOD

396.20

BC

LIMITS OF DISTURBANCE / TREE CLEARING (TYP.)

9 39

X

LOD

X

LOD

X

LOD

SF D

S

226.3

LOD

X

X 398.20 X .60 398

395

398 9

X

D

9.7

X

399

X

39 9.6 0X

X

400.10 X

X

397

.9 399 39 9.5 0X

.00 398 X 5 . 0 398

397

400 .10 X 400.10

X

LO

0 X

00.1 BC 4

0X

X .90 399 39 9.5 0X

X

39 8

400

39 7

400

3' CURB BREAK

X

S RIM=397.31

LOD

X

.6 39940 . 9 39

8.0

5 X

401

3' CURB TAPER

.10 00 .60 4 TC 399 BC

FFE 400.20

X

TG=396.12X

398

X

LOD

SF

.40

X

398

399

8.5

DC END SECTION INV=395.00

3' CURB BREAK

X

395

3 DC-1A END SECTION INV=396.50 397

X TC 400.10 BC 399.60

0 9.1

X

.0 98

398

.50 398 X 9 . 0 398

397

LOD

X

396

CHECK DAM (TYP.)

DC-1 2'x2' INLET TG=398.0

395

399

LOD

X TC BC 400.10 399 .60

399

X 397.58

TG=395.70 X

X TG=395.52

X

RIM=397.31

X

3' CURB BREAK .00 398 X X 8.50 39

DB END SECTION INV=395.00

394

0 9.1 39 X X .40 399

X TC 399.60 BC 399.60

PROPOSED STORMWATER WET POND STATIC ELEV.= 395.00'

394

00 8. 9 3 DB-1A END SECTION INV=396.50 X 50 . 8 398 39 397

TG=395.57

396

TG=396.56

30' WIDE EMERGENCY SPILLWAY ELE. 398.50

390

LOD

SILT FENCE (TYP.)

X

TG=398.0

.50 398 X .90 398

X

STONE END SECTION PROTECTION (TYP.)

390

0 40

FFE 400.20

120,000 S.F. MANUFACTURING WAREHOUSE

DA END SECTION INV=395.00

AQUATIC BENCH

397

DB-1 96 2'x2' INLET

.00 398 X .40 398

X

397

0 X

20' WIDE STONE SPILLWAY (394.80')

390

400.10

X TC 400.10 BC 399.60

DA-1A END SECTION INV=396.50 X 50 8. 9 3

FFE 400.20

396.20

3' CURB BREAK

AT GRADE LOADING DOCK

SF

399

FFE 400.20 RECESSED LOADING DOCK

9.1

.4 399

396.20

.50 398 0 X X .9 398

X

0 398.0

395 394

396.10

397

398

399

399.90

398

LOD

X

.5 X 398 DA-1 2'x2' INLET TG=398.0 D

X T C4 BC 3 00.10 99.6 0

397

S

X

397

90 395 394 3

0 X

400

D

399

X

8 39

FOREBAY 1

.50

D-UD RIM=397.9

X

5 39

X .70 8 9 3

398

SF

399

396

LO

CONCRETE WASH OUT

X

X .90

8 SF

X

396

X

SF

LOD

399

S

S3 RIM=398.8

SF

0 X

SF

395

D

SF

X

LIMITS OF DISTURBANCE / TREE CLEARING (TYP.)

RETAINING WALL

40 0

40 1

0 9.1

D

SF

SILT FENCE (TYP.)

9 39

398 DF END SECTION INV=395.00

SF

.50

D

DF-1 RIM=398.9

LOD

397

LOD

401

X

LO

400 LOD

39 X X .00 399

398

99.

DE-1 TG=397.8

TG=396.48

INLET PROTECTION REQ'D

INLET PROTECTION REQ'D 394

X3

9.4

TW 399.0 BW 394.0

TW 398.5 BW 394.0

TW 399.0 BW 394.8

INLET PROTECTION OF EXISTING INLETS (TYP.)

TW 399.0 BW 395.0

LOD

FUTURE 120,000 S.F. HEADQUARTERS / MANUFACTURING

399

400

MODULAR RETAINING WALL

LOD

395

TEMPORARY STOCK PILE LOCATION TO BE WRAPPED IN SILT FENCE

400

LOD

0 0.4 40 X X .00 400

39 9

RGE 46 RTC 20

396

LOD

396

400

3 39

388

RIM=390.41 399

148

389

LO D

6 39

398

LOD

0 0.4 40 X X .00 0 0 4

SHED

LOD

397

LOD

SHED

Date

FIRE MARSHAL

IRONDEQUOIT WAYNE COUNTY EXPRESSWAY NEW YORK STATE ROUTE 104.

By:

Date

TOWN ASSESSOR

PROJECT MANAGER

WTA

MOR

02/11/2025

REVISED PER PRC COMMENTS DATED 2/7/2025

WTA

MOR

NO.

DATE

REVISION

BY

CHKD.

APVLS.

A

ER I NE

PR

0 9 6 1 84

OFE

S S I ON

NG

REVISED PER PRC COMMENTS DATED 2/21/2025

E

03/07/2025

ED

BOUNDARY

NS

( IN FEET ) 1 inch = 50 ft.

200

C

100

ST

DRAWN BY

C

HA

MI

TE EL O R I T Y H

OF NEW

RK O IE

GRAPHIC SCALE

TITLE OF PROJECT

S.J.C.

L I CE

AL

Civil Engineering

W.T.A.

PUBLISHER'S PARKWAY TITLE OF DRAWING

Land Surveying

D.T.H. TOPO/BASE

Landscape Architecture

M.G.

SCALE

1"=50'

Costich Engineering

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

GRADING AND EROSION CONTROL PLAN

TAX PARCEL NO. 079.06-1-32.123 TOWN LOT 1, TOWNSHIP 14, RANGE 4, SECTION 14, PHELPS & GORHAM PURCHASE, TOWN OF WEBSTER, COUNTY OF MONROE, STATE OF NEW YORK

LOCATION OF PROJECT

DATE

01/31/2025

MCALPIN INDUSTRIES, INC.

CLIENT

MCALPIN INDUSTRIES, INC. 255 HOLLENBECK STREET ROCHESTER, NY 14621

DWG. #

9649

CA120

SHEET 6 OF 10

G

W

388 - 40,993 SF 389 - 48,966 SF

PLANT SCHEDULE QTY

BOTANICAL NAME

COMMON NAME

ROOT

SIZE

MATURE SIZE OH

KEY

N

AMELANCHIER X GRANDIFLORA 'AUTUMN BRILLIANCE'

AUTUMN BRILLIANCE SERVICEBERRY

1.75-2" CAL

BB

HT. 15-25', SP. 15-25'

BETULA NIGRA

HERITAGE RIVER BIRCH

3-3.5" CAL

BB

HT. 20-30', SP. 20-30'

CORNUS SERICEA

BLOODTWIG DOGWOOD

MIN. 30"

CONT.

HT. 5-6', SP. 5-6'

ROSA MEIGALPIO

RED DRIFT ROSE

MIN. 24"

CONT.

HT. 1-1.5', SP. 2-2.5'

HEMEROCALLIS 'SWIRLING WATER'

SWIRLING WATER DAYLILLY

NO. 3

CONT.

HT. 1.5-2', SP. 1-1.5'

CALAMAGROSTIS X ACUTIFLORA

KARL FOERSTER FEATHER REED GRASS

NO.3

CONT.

HT. 2-3', SP. 2-3'

G

W

NORTH

F

TREES

ASPHALT PARKING LOT

G

ONE STORY BLOCK Ca 17 AND METAL BUILDING

PROPOSED STORMWATER WET POND STATIC ELEV.= 391.49'

W

GRASSES, PERENNIALS, GROUNDCOVER

F

NOTE

ALL DISTURBED LAWN AREAS SHALL RECEIVE 6" TOPSOIL AND PERMANENT LAWN HYDROSEED MIX. SEED MIX: 'Pennfine' Perennial Rye Grass 'Pennlawn' Red Fescue 'Baron' and 'Midnight' Kentucky Bluegrass

S

LBS/ACRE 35 35

%BY PURITY 85 97

%GERM 85 80

G

W

SEEDING RATE

6.0 POUNDS PER 1,000 SQUARE FEET

F

RIM=395.15 S

OH

SHRUBS

OH

MULCH

STRAW OR WOOD FIBER MULCH APPLIED AT THE RATE OF TWO TONS PER ACRE STARTING FERTILIZER: 5:10:10 AT 20 POUNDS PER 1,000 SQUARE FEET FOR FALL OR EARLY WINTER, SEED WITH CERTIFIED "AROOSTOCK" WINTER RYE (CEREAL RYE) AT 100 POUNDS PER ACRE.

OH

G

W

NOTES

1. USE 8' STAKES-DRIVE 48" BELOW GROUND. 2. ROOT COLLAR TO BE SLIGHTLY ABOVE SURROUNDING GRADE. 3. MULCH CAN NOT BE MORE THAN 1" THICK AT ROOT COLLAR EXTENDING OUT AT LEAST 6" FROM THE BARK, THEN IT CAN BE THICKENED. 4. MULCH IS TO BE PLACED 3" TO 6" AWAY FROM THE TRUNK.

NOTES

- CALIPER TO BE MEASURED 6" ABOVE GRADE - PLANT SYMBOLS REPRESENT 2/3 MATURE SIZE

CAL.=CALIPER IN INCHES CONT.=CONTAINER SP.=SPREAD

F

ABBREVIATIONS

BB=BALLED & BURLAPPED BR=BARE ROOT HT.=HEIGHT NO.#=GALLON SIZE

TYPICAL TREE PLANTING DETAIL

100

EMPLOYEE PARKING

RETENTION POND

W

F

NOT TO SCALE (PER TOWN OF HENRIETTA ENGINEERING DEPARTMENT DETAIL DATED 11/10/2011)

F

OH

G

SHED

RIM=390.41

2. PLANTING BED DEPTH IN LAWN AREAS SHALL BE A MINIMUM OF 19" DEEP AND/OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE.

ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE, AND SHALL MEET OR EXCEED THE MINIMUM REQUIREMENTS AS NOTED IN THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION ANSI Z60.1.

REMOVE BURLAP, ROPE, OR WIRE BASKET FROM TOP 1/3 OF BALL. CUT REMAINING PORTIONS OF ROPE OR WIRE BASKET AS MUCH AS POSSIBLE. COMPLETELY REMOVE ALL SYNTHETIC MATERIAL FROM ROOTBALL.

ALL PLANTING BEDS SHALL BE FREE OF CONSTRUCTION DEBRIS.

F

SHED

MAINTAIN A 2" MINIMUM RADIUS CLEAR OF MULCH AROUND THE TRUNK.

OH

D

THE CONTRACTOR SHALL SECURE THE MOST RECENT PLANS AND/OR SPECIFICATIONS FOR PROPER CONSTRUCTION METHODS AND MATERIAL OF ALL LANDSCAPE ELEMENTS, INCLUDING HARDSCAPE ITEMS, PRIOR TO COMMENCING WORK.

3" MULCH (5' DIA.) AS PER DRAWING /SPECIFICATIONS

THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS PRIOR TO SUBMITTING A COST ESTIMATE.

3" SAUCER RIM (SEE PLANTING BED EDGE DETAIL)

LOCATIONS SHOWN ON THE PLANS CONVEY DESIGN INTENT. ACTUAL LOCATIONS MAY BE AS DIRECTED BY THE OWNER/OWNERS REPRESENTATIVE AT THE TIME OF INSTALLATION, AND MAY REQUIRE THE CONTRACTOR TO PERFORM A ROUGH FIELD STAKEOUT OF ALL PLANT MATERIAL AND SHRUB BEDS.

MYCOR TREE SAVER

REFER TO MANUFACTURER'S SPECIFICATIONS FOR APPLICATION RATE-MIXED INTO BACKFILL TO 8" DEPTH

OH

S

TG=391.95

W

BLOCK SIGN W/ AGRIFORM 20-10-5 TABLET - REFER TO LANDSCAPING MANUFACTURER'S APPLICATION RATE FOR NUMBER OF TABLETS

OH

GRAVEL DRIVE

G

F

FINISHED GRADE, EDGE PER PLANTING BED EDGE TREATMENT DETAIL

LOCATIONS OF EXISTING BURIED UTILITIES SHOWN ON THE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATIONS OF ALL UNDERGROUND UTILITIES WITHIN AND ADJACENT TO THE WORK AREA. IF ANY TREE IS LOCATED CLOSER THAN 5' TO AN UNDERGROUND UTILITY, IT SHALL BE RELOCATED TO A LOCATION THAT IS A MINIMUM OF 5' AWAY AS MEASURED FROM THE ROOTBALL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, AND SITE APPURTENANCES, ETC., WHICH OCCURS AS A RESULT OF THE LANDSCAPE CONSTRUCTION.

SHOULD THE LOCATIONS OF TREES BE WITHIN 20' OF OVERHEAD WIRES, IMMEDIATELY NOTIFY THE OWNER/OWNERS REPRESENTATIVE TO AVOID AND /OR MINIMIZE POTENTIAL CONFLICTS.

UPON COMPLETION AND ACCEPTANCE OF THE LANDSCAPING, A THREE (3) YEAR MAINTENANCE GUARANTEE IS REQUIRED. A CHECK IN THE AMOUNT OF 10% OF THE TOTAL LANDSCAPING COST WILL NEED TO BE FURNISHED TO THE TOWN OF HENRIETTA.

ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL AND FINAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, SIZE, AND QUANTITY MEETING ALL PLANT LIST SPECIFICATIONS.

PLANTING BACKFILL MIXTURE SHALL CONSIST OF 3 PARTS TOPSOIL AND 1 PART COMPOST THOROUGHLY MIXED.

BACKFILL WITH APPROVED PLANTING MIXTURE, SEE SPECIFICATIONS OR LANDSCAPE NOTES 6"

SCARIFY BOTTOM & SIDES OF PIT

BED WIDTH VARIES

F

TG=391.91

G

W

148

FUTURE 60,000 S.F. ADDITIONAL MANUFACTURING

G

LANDSCAPE NOTES

TOP OF BALL SHALL BE SET AT, OR SLIGHTLY ABOVE FINISHED GRADE AS DIRECTED PER OWNER'S REPRESENTATIVE. W

NOTES:

G

RGE 46 RTC 20

W

UNDISTURBED SUBSOIL

SHRUB PLANTING DETAIL

10. ALL TREE AND SHRUB BEDS SHALL RECEIVE DEWITT WEED BARRIER AND LARGE RIVER COBBLES.

F F

F

G

W

12. ALL DISTURBED AREAS NOT RECEIVING PLANTINGS (INCLUDING RIGHT-OF-WAYS) SHALL HAVE A MINIMUM OF 6" OF TOPSOIL AND BE SEEDED.

OH

11. STAKE TREES IMMEDIATELY AFTER PLANTING.

OH

NOT TO SCALE

13. ANY PROPOSED DEVIATION TO THE LANDSCAPING PLAN MUST FIRST BE REVIEWED AND APPROVED BY THE PLANNING BOARD CHAIRMAN AND THE DIRECTOR OF ENGINEERING AND PLANNING PRIOR TO THE INSTALLATION OF THE PROPOSED LANDSCAPING CHANGES. 14. ALL TREES INDICATED TO REMAIN SHALL BE PROTECTED DURING CONSTRUCTION OPERATIONS.

S

TG=395.70

TG=395.52

F

TG=395.57

TG=396.56

G

TG=396.48

WV S

S RIM=397.31

W

TG=396.12

E

W

E

TG=396.65

D

WV

RPZ

E

W

D

G

W

F

W

FUTURE 120,000 S.F. HEADQUARTERS / MANUFACTURING

OH

WV

RIM=397.31

RTC 19

URMC SIGN

E

W

FOREBAY

S

F

G

393 - 5,158 SF 394 - 15,600 SF 395 - 19,850 SF 396 - 27,570 SF

W D

H

D

F

W

RETENTION POND

RIP-RAP

OH

E

W

TG=397.11

HARD (66' ROW) ROAD

W

Y

D

Y

E

Rm 8

Cs 6 W

H

OH

G

STOP

Bn 1

F

W

STOP

W

Hs 8

Ag 2

C.O.

W

E

OH

G

W

F

Bn 1

LEGEND G

PROPOSED STORMWATER WET POND STATIC ELEV.= 395.00'

AREAS TO RECEIVE 6" TOPSOIL AND PERMANENT LAWN HYDRO SEED MIX F

W

Ca 5

F

Bn 1

E

D

Y

W

Bn 1

WATER SURFACE IN THE STORMWATER MANAGEMENT FACILITY G

Cs 7

F

W

120,000 S.F. MANUFACTURING WAREHOUSE

RIVER STONE CHANEL G

W

Bn 1

STAMPED CONCRETE W W

BIO RETENTION AREA 30" SOIL MEDIA + 3" MULCH LAYER

W

Ca 6

C.O. W

W

Cs 4

G

Bn 1

By:

Rm 12

Date:

G

W

Ag 3 DIRECTOR OF COMMUNITY DEVELOPMENT

D

W H

Y

STOP By:

Date:

G

ELINE FENC TOWN ENGINEER 6' HIGH CHAIN LINK

W

BED EDGE (TYP.)

Date

PLANNING BOARD CHAIRMAN

W W

W

W H

Y

W

By:

Date

TOWN HIGHWAY SUPERINTENDENT

By:

5' @ 4 226.3

INE FENCEL

By:

Date

FIRE MARSHAL

By:

245.41' @

Date

TOWN ASSESSOR

469+70.7

PROJECT MANAGER

( IN FEET ) 1 inch = 40 ft. 1

03/07/2025

NO.

DATE

REVISED PER PRC COMMENTS DATED 2/21/2025

WTA

MOR

REVISION

BY

CHKD.

APVLS.

H

TITLE OF PROJECT

S.J.C.

Civil Engineering

DRAWN BY

W.T.A.

PUBLISHER'S PARKWAY

Land Surveying

BOUNDARY

D.T.H. TOPO/BASE

Landscape Architecture

M.G. 01/31/2025 SCALE

1"=40'

MCALPIN INDUSTRIES, INC.

TITLE OF DRAWING

LANDSCAPE PLAN TAX PARCEL NO. 079.06-1-32.123 TOWN LOT 1, TOWNSHIP 14, RANGE 4, SECTION 14, PHELPS & GORHAM PURCHASE, TOWN OF WEBSTER, COUNTY OF MONROE, STATE OF NEW YORK

LOCATION OF PROJECT

DATE

A T 0 0 25 7 4 O Y E O F N EW

ST

160

ST I C

RK

CO

K

D

DSCA P LA N E

I T ECT CH AR I N G

GRAPHIC SCALE

RA

Date

WEBSTER SEWER DISTRICT

.15 77+82

6' H

IN LINK IGH CHA

REG I ST ER E SA

H Y

By:

FOREBAY

D

H

W

E

Ca 6

G

W

5' WIDE RIVER STONE CHANNEL (TYP.)

Costich Engineering

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

CLIENT

MCALPIN INDUSTRIES, INC. 255 HOLLENBECK STREET ROCHESTER, NY 14621

DWG. #

9649

LA100

SHEET 7 OF 10

LUMENS

QTY

N

RD2

LITHONIA LIGHTING TYPE 2 (1) "D12S" DSX1 LED P2 30K 70CRI T2M HS

(1)

6137

W3

LITHONIA LIGHTING TYPE 3 (1) "D63" DSX1 LED P6 30K 70CRI T3M

(1)

WF

LITHONIA LIGHTING FORWARD THROW (1) "D1F" DSX2 LED P1 30K 70CRI TFTM

(1)

25 feet / 2 feet / 27 feet

0.85

6993

N.A. / N.A. / 20 feet

0.85

6926

N.A. / N.A. / 20 feet

0.85

N/F MIRROR SHOW PROPERTIES LLC T.A.# 079.07-1-27.2 20 feet / 2 feet / 22 feet 855 HARD 0.85ROAD 7 LIBER 10489 PAGE 539

G

W

F

NORTH

6993

OH

(2)

G

40.59"

LITHONIA LIGHTING TYPE 3 (2) "D13" DSX2 LED P1 30K 70CRI T3M

PK3D

LLF

POLE/BASE/MTG. HGT.

W

LAMP

DESCRIPTION

3.96"

SYMBOL

8.11"

TYP

S

F

LUMINAIRE SCHEDULE

OH

16.76"

SIDE VIEW

FRONT VIEW

100

EMPLOYEE PARKING

RETENTION POND

LITHONIA D-SERIES - LED AREA LUMINAIRE (SEE LUMINAIRE SCHEDULE)

F

LITHONIA D-SERIES - TYPE 2 LED AREA LUMINAIRE (SEE LUMINAIRE SCHEDULE)

G

W

LITHONIA LIGHT FIXTURE DETAIL

F

OH

NOT TO SCALE

BUILDING WALL

32.71"

148

W

20'-0"

F

OH

7.88"

2.73"

G

W

D

SIDE VIEW

FRONT VIEW

FUTURE 60,000 S.F. ADDITIONAL MANUFACTURING

OH

S

G

14.26"

GROUND

NOT TO SCALE

OH

F F

F

G

W

OH

G

W

F

G

LITHONIA LIGHT FIXTURE DETAIL

NOT TO SCALE

OH

LITHONIA LIGHT WALL FIXTURE DETAIL

W

F

LITHONIA D-SERIES - TYPE 1 LED AREA LUMINAIRE (SEE LUMINAIRE SCHEDULE)

EXISTING LIGHT POLE

W

0.50

G

F

1.0

RD2

1.0

W

E

0.50

W

1.0

W

0.50

E

URMC SIGN

E

W W

F

RETENTION POND

HARD (66' ROW) ROAD

0.50

W

E

0.50

D

1.0

W

D

0.5

WV S

W

W 1.0

W

S

G

1.0 W

RD2

1.0

RD2

F

RD2

FUTURE 120,000 S.F. HEADQUARTERS / MANUFACTURING

S

1.0

OH

1.0

0.50

0.50 1.0

0.50

WV

0.50

RIP-RAP

E

G

W

E

OH

D

W

S

W

H

D

F

RD2

0.50

Y

STOP

2.0

OH

STOP

N/F KIMBERLY M. HINKSON T.A.# 079.11-1-20 877 HARD ROAD LIBER 10772 PAGE 622

D

G

1.0

F

W

STOP

W

0.50

1.0

W

E

OH

G

W

E

2.0

F

W

PK3D

1.0

G

W

2.0

W

E

0 1.

0.50

2.0

1.0

0.50

0.5

WF

F

WF

2.0

W

1.0

W

E

RD2

G

0.50

N/F JAMES J. PADULA T.A.# 079.11-1-19 879-881 HARD ROAD LIBER 9675 PAGE 577

1.0

W

F

2.0

1.0

G

120,000 S.F. MANUFACTURING WAREHOUSE

2.0

F

W

LITHONIA D-SERIES - LED AREA LUMINAIRE (SEE LUMINAIRE SCHEDULE)

PK3D

W

2.0

0.50

1.0

0 2.

1.0

W

N/F DGN PROPERTIES, LLC T.A.# 079.11-1-18 893 HARD ROAD LIBER 11493 PAGE 92

G

WF

RD2

3.0' FROM CURB OR EDGE OF PAVEMENT

W

2.0

W

0.50

W

0.50

W

0.50 2'-0"

W

1/2" CHAMFER ALL EDGES OF CONCRETE BASE

(SEE SCHEDULE)

W

1.0

W

1.0

HANDHOLE - SEE POLE SPECIFICATION

G

1.0

2.0

2' DIA. CONCRETE BASE (SMOOTH FINISH, FREE OF FORM MARKS)

CONCRETE CURB

G

1.0

PK3D 1.0

1.0

2.0

W3

1.0

0.50

STOP

W

2.0

LITHONIA LIGHTING SQUARE STRAIGHT STEEL POLE

G

0.50

W

WF

20'-0" & 25'-0"

2.0

W

2.0

W

1.0

G

W

1.0

FINISHED GRADE

By:

Date

DIRECTOR OF COMMUNITY DEVELOPMENT

GROUNDING ROD

By:

Date:

5.0' (MIN.)

TOWN ENGINEER

By:

Date

PLANNING BOARD CHAIRMAN

ANCHOR BOLTS SHALL BE AS RECOMMENDED BY MANUFACTURER. #4 BARS VERTICAL AT 6" O.C. EACH FACE

By:

Date

TOWN HIGHWAY SUPERINTENDENT

By:

#3 BARS AT 12" O.C. HORIZONTAL

Date

WEBSTER SEWER DISTRICT

NOTES

-REFER TO ELECTRICAL SERIES DRAWINGS FOR CONDUIT & WIRING DETAILS.

By:

Date

FIRE MARSHAL

IRONDEQUOIT WAYNE COUNTY EXPRESSWAY NEW YORK STATE ROUTE 104.

-ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL SITE LightingNG COMPONENTS, BASES, POLES, LUMINAIRES, CONDUITS, CONDUCTORS, ETC AS NECESSARY.

By:

LITHONIA LIGHT POLE AND FIXTURE DETAIL

Date

TOWN ASSESSOR

NOT TO SCALE

PROJECT MANAGER

03/03/2025

NO.

DATE

REVISED PER PRC COMMENTS DATED 2/21/2025

WTA

MOR

REVISION

BY

CHKD.

APVLS.

C

ER I NE

PR

OF E

NG

0 9 6 1 84

E

ED

( IN FEET ) 1 inch = 40 ft.

BOUNDARY

NS

160

A

ST

DRAWN BY

C

HA

MI

T E EL O R I T Y H

OF NEW

RK O IE

GRAPHIC SCALE

TITLE OF PROJECT

S.J.C.

L I CE

AL S S I ON

Civil Engineering

W.T.A.

PUBLISHER'S PARKWAY TITLE OF DRAWING

Land Surveying

D.T.H. TOPO/BASE

Landscape Architecture

M.G.

LIGHTING PLAN TAX PARCEL NO. 079.06-1-32.123 TOWN LOT 1, TOWNSHIP 14, RANGE 4, SECTION 14, PHELPS & GORHAM PURCHASE, TOWN OF WEBSTER, COUNTY OF MONROE, STATE OF NEW YORK

LOCATION OF PROJECT

DATE

01/31/2025 SCALE

1"=40'

MCALPIN INDUSTRIES, INC.

Costich Engineering

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

CLIENT

MCALPIN INDUSTRIES, INC. 255 HOLLENBECK STREET ROCHESTER, NY 14621

DWG. #

9649

EA100

SHEET 8 OF 10

NOTE 1. CONCRETE SIDEWALK AND DRIVEWAY MATERIAL SHALL CONFORM TO NYSDOT STANDARD SPECIFICATION 501 AND CONSTRUCTION METHODS SHALL CONFORM TO NYSDOT STANDARD SPECIFICATION 608-3.

CURB RAMP DIMENSION NOTES T.

5F

IN.

T. M

M

2. CONTROL JOINTS TO BE AT 15'-0" O.C. BOTHWAYS - SEE SPECIFICATIONS FOR FURTHER JOINT REQUIREMENTS NYSDOT 702-0700

3" ASPHALT BINDER COURSE, N.Y.S.D.O.T. ITEM 403.13, TYPE 3

MP

B

6'-11" 1'-4"

4-1/2"

RUNNING SLOPE (5%) MINIMUM (PREFERRED) AND (8.33%) MAXIMUM. (SEE NOTE 5)

SLOPE TO DRAIN RUNOFF TO STREET/GUTTER. MAXIMUM SLOPE 2%.

THE MINIMUM WIDTH FOR SIDEWALK CURB RAMPS IS 5 FT.

THE RUNNING SLOPE OF A CURB RAMP SHALL BE 1 20 (5%) MINIMUM (PREFERRED) AND 1 12 (8.33%) MAXIMUM.

WHERE THE SLOPE OF THE ROADWAY EXCEEDS 8.33% THE CURB RAMP LENGTH IS THE LENGTH NECESSARY TO MEET THE EXISTING SIDEWALK, EXCEPT THAT IT NEED NOT BE MORE THAN 4.5 IN LENGTH.

CURB RAMP WITHOUT SIDE FLARES TYPICAL DIMENSIONING

5" 9"

5" 2'-2"

9" MIN. #2 CRUSHER RUN (TWO-4-1/2" LIFTS) N.Y.S.D.O.T. ITEM 304.13

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

PAVEMENT ELEVATION DIMENSION REFER TO THIS POINT

4,000 PS1 CONCRETE 6x6 10/10 W.W.M.

1" APPROVED SUBGRADE

APPROVED SUBGRADE

STANDARD DUTY SECTION

24"

5" MIN. COMPACTED CRUSHED STONE OR GRAVEL BASE NYSDOT ITEM 304.03

HEAVY DUTY SECTION

5F (M T. IN .)

) IN.

SIDEWALK

(M T.

5F

PAVEMENT AS SPECIFIED TACK COAT PRIOR TO PAVING

VA

5F (M T. IN. )

SIDEWALK

LANDING

RIE S

(SE

EN

OT

E3

42"

ACCESSIBLE SYMBOL PAVEMENT MARKING DETAIL

STOP BAR DETAIL

TYPICAL PAVEMENT SECTIONS

INTEGRAL CURB/ SIDEWALK DETAIL

NOT TO SCALE

THE VERTICAL ALIGNMENT OF A CURB RAMP, EXCLUDING THE FLARES, SHALL BE PLANAR. GRADE BREAKS SHALL BE FLUSH AND PERPENDICULAR TO THE DIRECTION OF THE RAMP RUN.

RAMP TRANSITIONS BETWEEN WALKS, LANDINGS, GUTTERS, OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT VERTICAL CHANGES (1/4 INCH MAX).

WHERE A PEDESTRIAN CIRCULATION PATH CROSSES THE CURB RAMP, FLARED SIDES WITH A SLOPE OF 13% MAXIMUM, MEASURED PARALLEL TO THE CURB LINE, SHALL BE PROVIDED.

)

SIDE FLARES MAXIMUM SLOPE 10% (SEE NOTE 8)

1.8% MAX. SLOPE TO PARKING LOT

LANDING

A

6" MIN. MEETING GRADATION REQUIREMENTS OF NO.2 CRUSHER RUN

2.50 GALV. U-POST EMBEDDED 3'-0" BELOW GRADE

CONCRETE CURB DETAIL

TOP COURSE PAVEMENT OFFSET DETAIL (TO BE USED BETWEEN WORK PHASES)

SIDEWALK CROSS-SECTION

NOT TO SCALE

BEND OR FITTING

1.5

2.0

1.5

2.0

2.5

1.5

2.5

1141 DEGREE

PIPE DIAMETER

1.0

1.5

1.0

1.5

2.0

1.5

2.0

2.5

1.5

2.5

1.0

12"

1.5

2.0

1.5

2.6

1.5

3.33

1.0

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

SOIL BEARING STRENGTH PSI TEST PRESSURE

2.5

0.27

2.5

0.27

2.5

.27

3.3

2.5

.91

PSF SOIL BEARING STRENGTH -

HORIZONTAL AND VERTICAL UP THRUST BLOCKS

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

PSF

PSI TEST PRESSURE

VERTICAL DOWN THRUST BLOCKS 3"(TYP)

CL BOND BREAKER GRADE

A

CONCRETE THRUST BLOCK

H

W

DIP TRENCH

NOT TO SCALE

GRADE

CL

3"(

A

ROCHESTER, NEW YORK

NOT TO SCALE TY P

DISINFECTION/ BLOW-OFF/ SAMPLING TAP (TEMPORARY)

SEPT 2016 DATE

)

NOTES 1. CROSSINGS (VERTICAL SEPARATION) A. WATER MAINS CROSSING SEWERS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 28 INCHES BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF THE SEWER. THIS SHALL BE THE CASE WHERE THE WATER MAIN IS EITHER ABOVE OR BELOW THE SEWER WITH PREFERENCE TO THE WATER MAIN LOCATED ABOVE THE SEWER. B. AT CROSSINGS, ONE FULL LENGTH OF WATER PIPE SHALL BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE. SPECIAL STRUCTURAL SUPPORT FOR THE WATER AND SEWER PIPES MAY BE REQUIRED. 2. PARALLEL INSTALLATION (HORIZONTAL SEPARATION) A. WATER MAINS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED GRAVITY SANITARY OR STORM SEWER, SEPTIC TANK, OR SUBSOIL TREATMENT SYSTEM. THE DISTANCE SHALL BE MEASURED EDGE TO EDGE. B. IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10-FOOT SEPARATION, THE REVIEWING AUTHORITY MAY ALLOW DEVIATION ON A CASE-BY-CASE BASIS, IF SUPPORTED BY DATA FROM THE DESIGN ENGINEER.

CONCRETE THRUST BLOCK

BEND ELEVATION MONROE COUNTY

WATER AUTHORITY ROCHESTER, NEW YORK

NOT TO SCALE

FOR 2' x 2' STORM INLET, USE RECTICULINE FRAME AND GRATE TYPE 6 AND FOR 3' x 3' STORM INLET, USE RECTICULINE FRAME AND GRATE TYPE 21, N.Y.S.D.O.T. STANDARD SHEET 655-3

TYPICAL PAVEMENT SECTION

TACK COAT ALL CONCRETE IN CONTACT WITH PAVEMENT

NOT TO SCALE

DME 6

1/2 I.D.

ASTM C478 PRECAST REINFORCED CONCRETE MANHOLE BASE

DURA SEAL RUBBER GASKET OR APPROVED EQUAL FOR X.V.C.P. (1'-0"MAX. STUB) AND R.C.P. (4'-0"MAX. STUB). BELL WALL FITTING REQUIRED FOR R.C.P. WITH STEEL RING JOINTS (4'-0" MAX. STUB).

12" MIN. SLOPE 1/2"/FT.

I.D

18"

COAT OUTSIDE AND INSIDE OF STORM INLET WITH 2 COATS OF COALTAR KOPPER METALIFE HP8 OR EQUAL

VARIES

8" MIN.

3" MIN.

SAME AS PIPE BEDDING

SEAL WITH KOPPERS BITUMASTIC NO. 300 M CARBOLINE OR EQUAL. FRAME TO BE MORTARED FIRMLY IN PLACE

3000 P.S.I. CONCRETE

BEARING ON 8" MIN. COMPACTED NO. 1 CRUSHED STONE

SECTION VIEW FRAME

PAVEMENT

GRATE

ECCENTRIC FLAT SLAB TO BE DESIGNED AND CONSTRUCTED FOR H-2O HIGHWAY LOADING

WELD BOTH SIDES

PRECAST REINFORCED CONCRETE RISER SECTION CONFORMING TO A.S.T.M. C-478 ANCHOR 2"x3/16"x4" WELDED TO ANGLE FRAME (4 REQUIRED PER UNIT)

CLASS "A" CONCRETE

FINISHED GRADE 20" MIN.

6" FOR 48" DIAMETER 8" FOR 60" DIAMETER

24" MORTAR TOP SLAB VARIES

INVERT TO BE SMOOTH AND EVEN

1/2"/FT. SLOPE

PIPE DIA. 2"

POLYPROPYLENE STEPS SHALL BE PLACED AT 12" INTERVALS (MAX.)

ROCHESTER, NEW YORK

CLASS 125 FLANGE SHALL BE INSTALLED LEVEL AND WITH TWO HOLES PARALELL TO WALL 1'-6" MIN. WATERTIGHT SLEEVE

OUTSIDE BUILDING WALL

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

NO. 2 CRUSHER RUN STONE COMPACTED IN 6" LIFTS.

PIPE INSIDE DIA. A B UP TO 24" 12" 6" OVER 24" 18" 12"

A

O.D.

A

B

MONROE COUNTY

WATER AUTHORITY ROCHESTER, NEW YORK

NOT TO SCALE

CONCRETE WALL UNITS SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI IN ACCORDANCE WITH COUPON PROVISIONS OUTLINED IN SECTION 5.2.4. OF ASTM C-140-90. THE CONCRETE SHALL HAVE ADEQUATE FREEZE/THAW PROTECTION WITH MAXIMUM WATER ABSORPTION REQUIREMENTS IN ACCORDANCE WITH C-140-90.

GROUND

EXTERIOR DIMENSIONS MAY VARY. UNITS ARE REQUIRED TO HAVE A MINIMUM OF ONE THIRD SQUARE FOOT OF FACE AREA EACH. RETAINING WALL UNITS SHALL PROVIDE A MINIMUM OF 100 POUNDS PER SQUARE FOOT OF WALL FACE AREA.

UNITS SHALL BE INTERLOCKED WITH NON-CORROSIVE NYLON/FIBERGLASS PINS.

THE UNITS SHALL BE INTERLOCKED AS TO PROVIDE A MINIMUM OF 3/4 INCH OF SETBACK PER COURSE OF WALL HEIGHT.

10.

MATERIAL FOR FOOTING SHALL CONSIST OF COMPACTED SANDS, GRAVEL AND/OR CONCRETE AS SHOWN ON THE CONSTRUCTION DRAWINGS. A MINIMUM OF 6 INCHES OF COMPACTED BASE IS REQUIRED. A MINIMUM OF 12 INCHES OF DRAINAGE FILL MUST EXTEND BEHIND THE WALL TO WITHIN 1 FOOT OF FINAL GRADE. CAP BACKFILL WITH IMPERVIOUS MATERIAL.

12" CRUSHED STONE BEDDING

UTILITY STUB MARKER DETAIL NOT TO SCALE

NOT TO SCALE

FRAME AND GRATE ANCHOR DETAIL

STANDARD STORM MANHOLE DETAIL

NOT TO SCALE

A MINIMUM OF 12 INCHES OF DRAINAGE FILL MUST EXTEND BEHIND THE WALL.

MATERIAL SHALL BE NATIVE MATERIAL UNLESS OTHERWISE SPECIFIED IN THE DRAWINGS. UNSUITABLE SOILS FOR BACKFILL SHALL NOT BE USED WITHIN THE REINFORCED SOIL MASS WHEN USING GEOGRID FOR TIEBACKS.

CONTRACTOR SHALL EXCAVATE TO THE LINES AND GRADES SHOWN ON THE CONSTRUCTION DRAWINGS. OVER-EXCAVATION SHALL NOT BE PAID FOR AND REPLACEMENT WITH COMPACTED FILL AND/OR WALL SYSTEM COMPONENTS WILL BE REQUIRED AT THE CONTRACTOR'S EXPENSE. CONTRACTOR SHALL BE CAREFUL NOT TO DISTURB EMBANKMENT MATERIALS BEYOND LINES SHOWN.

COMPACTED FILL IN 6" LIFTS

PROPOSED ROADWAY

12"

COMPACTED SAND AND GRAVEL 4" PERF. H.D.P.E.

FOOTING MATERIALS SHALL BE TO THE DEPTHS AND WIDTHS SHOWN. CONTRACTOR MAY OPT FOR USING REDUCED DEPTH OF SANDS AND GRAVEL AND USING A CONCRETE TOPPING. CONCRETE SHALL BE UNREINFORCED AND A MAXIMUM OF ONE INCH THICK.

3/4"

6" (TYP.)

MATERIAL SHALL BE COMPACTED SO AS TO PROVIDE A LEVEL HARD SURFACE ON WHICH TO PLACE THE FIRST COURSE OF UNITS. COMPACTION WILL BE WITH MECHANICAL PLATE COMPACTORS TO 95 PERCENT OF STANDARD.

12.

EXISTING GRADE

6" (TYP.)

LIMIT OF EXCAVATION COMPACTED SAND AND GRAVEL

FINAL DESIGN TO BE PROVIDED BY A LICENSED STRUCTURAL ENGINEER.

CONCRETE BLOCK RETAINING WALL DETAIL

H

APVLS.

BOUNDARY

C

ER

RK O IE

CHKD.

DRAWN BY

ED

BY

TE EL O R I T Y

NS

REVISION

OF NEW

HA

PR

0 9 6 1 84

OFE

S S I ON

TITLE OF PROJECT

S. .C.

L I CE

TENSOR GEOGRID (TYP.)

WALL INSTALLATION SHALL BE DONE IN COMPLETE CONFORMANCE WITH INSTALLATION INSTRUCTIONS PROVIDED BE CONCRETE BLOCK WALL MANUFACTURER.

NO.

EXISTING GRADE

COMPACTED FILL IN 6" LIFTS

PROJECT MANAGER

COMPACTED FILL IN 6" LIFTS

3.5' (TYP.)

FOOTING MATERIALS SHALL BE INSTALLED UPON UNDISTURBED NATIVE SOILS.

FOOTING SHALL BE PREPARED TO INSURE COMPLETE CONTACT OF RETAINING WALL UNIT WITH BASE. GAPS SHALL NOT BE ALLOWED.

PROPOSED CONCRETE CURB

VERSA-LOC RETAINING WALL SYSTEM

FOOTING SHALL BE PLACED AS SHOWN ON THE CONSTRUCTION DRAWINGS WITH A MINIMUM THICKNESS OF 4 INCHES.

11.

13.

UNDISTURBED EARTH OR ROCK

STORM INLET DETAIL

9.0'

3 5/8"

OVER-EXCAVATED AREAS SHALL BE FILLED WITH COMPACTED BACKFILL MATERIAL.

HYDRANT

HYDRANT BOLLARD PROTECTION DETAIL

NOT TO SCALE

FOUNDATION SOIL SHALL BE EXAMINED BY THE ENGINEER TO ASSURE THAT THE ACTUAL FOUNDATION SOIL STRENGTH MEETS OR EXCEEDS ASSUMED DESIGN STRENGTH. SOILS NOT MEETING REQUIRED STRENGTH SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIAL.

BOLLARDS

DME 5

12'

COAT INSIDE AND OUTSIDE WITH KOPPERS BITUMASTIC NO. 300 M CARBOLINE OR APPROVED EQUAL

TEMPORARY / PERMANENT DISCHARGE STRUCTURE "D-3"

FOUNDATION SOIL SHALL BE EXCAVATED AS REQUIRED FOR FOOTING DIMENSIONS SHOWN ON THE CONSTRUCTION DRAWINGS, OR AS DIRECTED BY THE ENGINEER.

B) ACCEPTABLE MATERIALS PAINTED END

NO. 2 CRUSHED STONE 12" MIN. COMPACTED THICKNESS

SEPT 2016 DATE

EXTERIOR FACE SHALL BE TEXTURED. UNITS SHALL HAVE ANGLED SIDES AND CAPABLE OF ATTAINING CONCAVE AND CONVEX CURVES.

TIE RODS

UTILITY BEDDING DETAIL

UNDISTURBED EARTH OR COMPACTED FILL

A) CONCRETE UNITS

COMPACTED NO.1 AND/OR NO.2 CRUSHED STONE

FIRE SERVICE MAIN ENTRANCE DETAIL

BOTTOM OF POND ELEV. = 390.00

MATERIALS

O.D.

THRUST BLOCK SIZED PER NFPA

NOTE THE END OF ALL LATERALS SHALL BE PLUGED WITH A WATER TIGHT PLUG AND MARKED BY A TWELVE (12) FOOT LONG 2X4 PIECE OF LUMBER. THE LENGTH SHALL BE EXACT SO THAT THE DEPTH OF THE LATERAL CAN BE DETERMINED BY THE LENGTH OF THE 2X4 PROTRUDING FROM THE SURFACE. SANITARY SERVICE SHALL HAVE GREEN PAINT, WATER BLUE PAINT, STORM RED PAINT ON THE END OF THE 2X4, AND "SAN, WATER, OR STM" STENCILED IN 2.5" LETTERS. THE 2X4 SHALL BE EVEN WITH THE INVERT AND PLUMB.

PROPOSED 12" STM. STORM SEWER 0.4%

100 YR. STORM ELEV. = 397.74 10 YR. STORM ELEV. = 396.76 2 YR. STORM ELEV. = 396.10 1 YR. STORM ELEV. = 395.89

INV. 395.00

RETAINING WALL NOTES

UNDISTURBED GROUND OR ROCK

WATERTIGHT PLUG

6" MIN.

PAV'T SUBBASE AS REQUIRED

NATIVE SOIL WITH 3" MAX. SIZE AGGREGATE COMPACTED IN 6" LIFTS. IN NON-PAVEMENT AREAS

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

FOOTING

4" TOPSOIL

PAVEMENT AS REQ'D

FOUNDATION WALL

FLOW

BOTTOM AND BASE OF STRUCTURE TO BE PRECAST

STATIC WATER ELEV. = 395.00

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

NOT TO SCALE

FINISHED GRADE

FIRE RISER--SIZED PER PLANS

STORM ELEVATIONS

20 LF- 6" DIA. PVC REVERSE SLOPE PIPE -10%

INV.=393.00

VALVE

COMPACTED SELECT FILL TO ROAD SUBBASE IN PAVEMENT AREAS. SELECT FILL SHALL BE TYPE 2, CRUSHER RUN STONE MATERIAL WHICH SHALL BE FREE FROM CLAY, LOAM, ORGANIC MATERIAL, DEBRIS, OR FROZEN MATERIAL, AND SHALL CONTAIN NO STONES PEBBLES OR LUMPS OVER 2" IN GREATEST DIMENSION.

FINISHED FLOOR

FINISH GRADE

PRECAST STRUCTURE 2'X2' INLET

EQUAL

NOT TO SCALE REFERENCE PLANS FOR ACTUAL DIMENSIONS

PRECAST STRUCTURE

2 COATS ASPHALTIC WATERPROOFING (KOPPERS BITUMASTIC 300M, CARBOLINE FABERTITE (C) OR APPROVED EQUAL.) (INSIDE AND OUTSIDE OF INLETS WALLS) SOLID CONCRETE BLOCK (MIN 4"x8"x16" UP TO 12" VALVE 8"x8"x16" LARGER THAN 12" VALVE)

WATER / SEWER SEPARATION REQUIREMENT DETAIL

DME 7

NATIVE BACKFILL COMPACTED TO 95% STANDARD PROCTOR ASTM-D698 ON ALL SIDES AS SHOWN.

CONE GRATE TRASHRACK

SEE TEMPORARY DISCHARGE STRUCTURE DETAIL, REMOVE ONCE ALL UPSTREAM AREAS HAVE BEEN STABILIZED

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

2X4-12' MARKER

3 1/2"

PROVIDE 1" DEEP x 2" WIDE KEYED CONSTRUCTION JOINT OR 4 LIFTING HOOKS (1 EACH SIDE)

WATER AUTHORITY

SEPT 2016 DATE

4000 P.S.I. CONCRETE

NO. 4 BARS

BOTTOM OF GRATE ELEV. = 398.50

EXTENSION

I NE

WALLS AND FLOOR SHALL BE PRECAST CONC. OR CAST-IN-PLACE FOR H20 LOADING

6" MIN.

22 1/2"

CONCRETE ADJUSTMENT RINGS OR HARD-BURNED COMMON BRICK CONFORMING TO ASTM C-32, GRADE MS

DEPTH VARIES MIN. 4'-6"

MONROE COUNTY

STANDARD PRECAST MANHOLE BASE CAST IRON FRAME COVER TO BE NEENAH FOUNDRY R-1726A OR EQUAL WITH MACHINED BEARING SURFACE PERFORATED COVER TO HAVE THE WORD "STORM" CAST OR NYSDOT TYPE 9 RECTICULINE FRAME GRATE (FOR INLET MANHOLES)

PROVIDE CONE GRATE TRASHRACK (TOP MOUNT) BY HAALA INDUSTRIES OR APPROVED EQUAL

WATER MAIN OR LATERAL

VERTICAL SEPARATION

6" MIN.

STORM PIPE

DME 9

NG

SEE FRAME GRATE ANCHOR DETAIL

2' x 2' OR 3' x 3'

SANITARY SEWER MAIN/LATERAL OR STORM DRAIN

FULL UNCUT LENGTH OF PIPE

NOTES

1. UNDERGROUND PIPING AND FIRE RISER(S) SHALL BE INSTALLED IN ACCORDANCE WITH NFPA-13, 24 AND 25. ASTM C478 PRECAST REINFORCED CONCRETE MANHOLE SECTIONS

NOT TO SCALE

E

CAST IRON FRAME COVER TO BE NEENAH FOUNDRY R-1726A OR EQUAL WITH MACHINED BEARING SURFACE PERFORATED COVER TO HAVE THE WORD "STORM" CAST OR NYSDOT TYPE 9 RECTICULINE FRAME GRATE (FOR INLET MANHOLES)

VERTICAL DOWN THRUST BLOCKS

SEPT 2016 DATE

ROCHESTER, NEW YORK

NOT TO SCALE

SEPT 2016 DATE

VALVE

4' (TYP.)

HORIZONTAL THRUST BLOCKS

WATER AUTHORITY

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

HORIZONTAL SEPARATION

EQUAL

1'-0" MIN.

BEND PLAN

MONROE COUNTY

BASE

10'-0" MIN. (EDGE TO EDGE)

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

UNDISTURBED SOIL

LOADING DOCK CONCRETE PAVEMENT DETAIL

2. VALVE SHALL NOT SUPPORT VALVE BOX.

5'-0" MINIMUM

UNDISTURBED SOIL

PERPENDICULAR HYDRANT ASSEMBLY

WATER MAIN OR LATERAL

BEND PLAN

CONCRETE THRUST BLOCK

(BID ALTERNATE, COMPACTOR PAD)

6" MJ GATE VALVE

DME 14

1'-6"

3" (TYP)

W H

BOND BREAKER REBAR (TYP)

W

TYPICAL CONSTRUCTION JOINT

6"x18" (MIN) ANCHOR PIPE ONE CONTINUOUS LENGTH FROM VALVE TO HYDRANT

SOLID CONCRETE BLOCK (MIN 4"x8"x16")

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

VALVE BOX

BEND

BOND BREAKER

ROCHESTER, NEW YORK

SANITARY SEWER MAIN, LATERALS OR STORM DRAIN

H

W

A

WATER AUTHORITY

SEPT 2016 DATE

MJ ANCHOR TEE, 6" OUTLET

SLAB = 4,000 PSI AIR-ENTRAINED CONCRETE

SOLID CONCRETE BLOCK (MIN 8"x8"x16")

GRADE

TEE ELEVATION CL

TYPE 7 SELECT FILL FOR WIDTH OF HYDRANT TRENCH

UNDISTURBED SOIL

GRADE

MONROE COUNTY

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

SAW CUT JOINT CONCRETE SEALER

TOP OF BERM ELEV. = 399.80

CONCRETE THRUST BLOCK

WATER MAIN BEND

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

NOT TO SCALE

DME 3

L

TEE PLAN

SHEET OF POLYETHYLENE ENCASEMENT OVER TYPE 7 SELECT FILL

CONCRETE THRUST BLOCK LENGTH ALONG MAIN IS 2' (MIN)

CONCRETE THRUST BLOCK

BEND ELEVATION

UNDISTURBED SOIL BOND BREAKER

TYPICAL SAW-CUT CONTROL JOINT DETAIL

WATER MAIN

WATER AUTHORITY

SLAB = 4,000 PSI AIR-ENTRAINED CONCRETE

12"MIN

NOTE EXCAVATION TO MEET OSHA REQUIREMENTS.

CONCRETE THRUST BLOCK

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

VALVE BOX

1" COPPER OR PLASTIC (MIN)

TRENCH LIMITS

VERTICAL UP THRUST BLOCKS

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

CONCRETE SEALER

GRADE

6"MIN IN ROCK

MONROE COUNTY

CONCRETE SLAB PERIMETER DETAIL

5.5' BURY HYDRANT TO BE INSTALLED /4-1/2" NOZZLE FACING THE ROADWAY

CORPORATION STOP

BEND ELEVATION

5'-0" TAPER SLAB = 4,000 PSI AIR-ENTRAINED CONCRETE

GRADE

H

CONCRETE THRUST BLOCK UNDISTURBED SOIL

BEND PROFILE

BOND BREAKER

3" (TYP)

UNDISTURBED SOIL

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

CONCRETE SEALER

NOT TO SCALE

WATER MAIN

6"MIN IN ROCK

DIAGONAL SIDEWALK CURB RAMP

SIDEWALK CURB RAMP DIMENSIONS (DIMENSIONS DETAILS AND GEOMETRY)

90 DEGREE

W (FT)

12"

* SIZE BLOCK BASED ON BRANCH DIAMETER.

45 DEGREE

L (FT)

1.0

2221 DEGREE

CURB RAMP

A

1.5

A (FT)

CROSSWALK MARKING (TYP)

MID-BLOCK CROSSING CURB RAMP TYPICAL DIMENSIONING

1" COPPER

MIN

SITE PAVEMENT PER SITE DRAWINGS

P CURB RAM

LANDING

BITUMINOUS CAULK SEAL AT ALL ASPHALT SEAMS

4 FT. (MIN.)

C

1.0

W (FT)

B CUR

ST

1.5

H (FT)

LANDING

MI

1.0

A (FT)

12"

1" CURB STOP

PIPE ZONE

1.0

W (FT)

90 DEGREE

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

CL

BEND

H (FT)

45 DEGREE

CONCRETE SLAB PAVEMENT SECTION

P RAM

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

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

SUBGRADE

OPTIONAL CURB

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

12"

NOT TO SCALE

(SEE NOTE 3)

1. CONCRETE SHALL BE NYSDOT CLASS D CONCRETE ITEM NO. 608.0101

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

HANDICAP & NO PARKING SIGN DETAIL

8" MIN.

MAXIMUM SLOPE 5%

LANDING

18" - 24" OFFSET OF TOP COURSE PASS

PLAN

TYPICAL PARKING AND STRIPING DETAIL

5" OF NYSDOT CLASS D CONCRETE ITEM NO. 608.0101 WITH NO. 10 WIRE MESH 6" ON CENTERS

1'-8"

9'-5"

PAINTED HANDICAPPED SYMBOL (SEE DETAIL) (TYP.)

COMPACTED SUBGRADE

5" MIN. STONE SUBBASE N.Y.S.D.O.T. ITEM 304.12

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

COUNTER SLOPE CONDITIONS

A

THE RUNNING AND CROSS SLOPES ON LANDINGS AT INTERSECTIONS IS 1 50 (2%) MAXIMUM. THE RUNNING AND CROSS SLOPES AT MIDBLOCK CROSSINGS MAY BE WARPED TO MEET STREET OR HIGHWAY GRADE.

NOTE THE COUNTER SLOPE OF THE GUTTER OR STREET AT THE FOOT OF A CURB RAMP, LANDING, OR BLENDED TRANSITION SHALL BE 5% MAXIMUM.

BINDER PASS 2 TOP COURSE PASS

10.

ROADWAY

MAXIMUM SLOPE 8.33%

4000 PSI CONCRETE CURB

2.50 GALV. U-POST EMBEDDED 3'-0" BELOW GRADE

CURB RAMP

R=1 1/2"

BINDER PASS 1

LANDINGS SHALL HAVE A MINIMUM CLEAR DIMENSION OF A 5 FT. BY 5 FT. EXCEPT AT THE BOTTOM OF RAMPS TYPE 1 2 8"-4000 P.S.I. CONCRETE ON SHEET M608-11.

9'-5"

SECTION

LIGHT BROOM STROKE FINISH

60" MIN.

60" MIN. 9'-5"

19'-0"

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

9'-5"

WIRE MESH REINFORCEMENT FULL LENGTH OF WALK, NO. 10 WELD WIRE MESH 6" ON CENTER

BINDER PASS 2

9" 1/8" PITCH TOWARD ROADWAY

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

VAN ACCESSIBLE

NOTE SEE PAVEMENT SECTION DETAIL FOR PAVEMENT THICKNESS.

OR

TOP COURSE PASS BINDER PASS 1

NOT TO SCALE

RESERVED PARKING

6" BOLLARD DETAIL

1'-6"

R7-1

RESERVED PARKING

NOTE ALL PAVEMENT AND CURB SEAMS ARE TO BE SEALED WITH A BITUMINOUS SEALER.

MIN

1'-6"

HANDICAP SIGN

CURB RAMP WITH SIDE FLARES TYPICAL DIMENSIONING VARIES (SEE SITE PLAN)

4,000 P.S.I. CONCRETE 6" MIN.

LANDINGS

NY R7-8-MOD

PAINTED (4" YELLOW)

NO PARKING SIGN

18" - 24" OFFSET OF TOP COURSE PASS

1'-0"

5'-0" MIN

NY R7-8

1'-0"

42"

THE CROSS SLOPE OF CURB RAMPS SHOULD BE AS FLAT AS POSSIBLE, NOT TO EXCEED 1 50 (2%). THE CROSS SLOPE AT MIDBLOCK CROSSINGS MAY BE WARPED TO MEET STREET OR HIGHWAY GRADE.

CURB RAMP

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

48"

GRADE BREAK (SEE NOTE 6)

4' MIN. 5' MAX.

2" DEEP CONTINUOUS CONTROL JOINT 5" 1.8% MAX.

CONCRETE TO BE PAINTED "SAFETY YELLOW"

CURB RAMPS

PROPERTY LINE

1'-4"

1'-2"

1'-4"

(SEE NOTE 10)

RA

R CU

4" 5"

32"

42"

1'-4"

C (S ROS EE S NO SLO TE PE 5)

1'-0"

2-1/2" ASPHALT BINDER COURSE, N.Y.S.D.O.T. ITEM 403.13, TYPE 3

GRADE BREAK (SEE NOTE 7)

1/2" PRE-MOLDED ISOLATION JOINT CAPPED WITH SEALANT AT BUILDING WALL

1-1/2" ASPHALT TOP COURSE, N.Y.S.D.O.T. ITEM 403.1901, TYPE 7F

THE DIMENSIONS AND SLOPES PRESENTED IN THE DETAILS ARE THE MINIMUM NECESSARY TO COMPLY WITH THE ADA AND DOT STANDARDS. ANY DEVIATION LESS THAN THE MINIMUM WIDTH OR GREATER THAN THE MAXIMUM SLOPE PROVIDE STEEL CAP FROM THESE STANDARDS MUST BE DOCUMENTED WITH THE NOTE STANDARDS BEING MET TO THE GREATEST EXTENT 6" DIA. STEEL PIPE PRACTICABLE AND CONSISTENT WITH THE MOST CURRENT FILLED WITH ADAAG.

10"

1/2 TRAVEL LANE

LANDING

WHITE PAINT SYMBOL

GENERAL

IN

6" MIN.

BLUE PAINT FIELD

AL

Civil Engineering

W.T.A.

PUBLISHER'S PARKWAY TITLE OF DRAWING

Land Surveying

D.T.H. TOPO/BASE

Landscape Architecture

M.G.

DETAILS TAX PARCEL NO. 079.06-1-32.123 TOWN LOT 1, TOWNSHIP 14, RANGE 4, SECTION 14, PHELPS & GORHAM PURCHASE, TOWN OF WEBSTER, COUNTY OF MONROE, STATE OF NEW YORK

LOCATION OF PROJECT

DATE

01/31/2025 SCALE

NTS

MCALPIN INDUSTRIES, INC.

Costich Engineering

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

CLIENT

MCALPIN INDUSTRIES, INC. 255 HOLLENBECK STREET ROCHESTER, NY 14621

DWG. #

9649

CA500

SHEET 9 OF 10

18"MIN.

10' MA . C. TO C. E ISTING GROUND

FILTER CLOTH

5:1

LIMITS OF PLANT PIT

MOUNTABLE BERM (OPTIONAL)

STONE

PRUNE ONLY DAMAGED AND CONFLICTING BRANCHES TO MAINTAIN NORMAL TREE SHAPE. NEVER CUT CENTRAL TRUNK OR LEADER.

PUMP CONTAMINATED WATER INTO CONCRETE WASHOUT

2:1 SLOPE GRAVEL FILTER

E ISTING GROUND 12'MIN.

PERSPECTIVE VIEW

36" MIN. FENCE POST

12'MIN.

PLAN VIEW

WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE W/ MA . 6" MESH SPACING) WITH FILTER CLOTH 1.

COMPACTED SOIL 2.

16"MIN. EMBED FILTER CLOTH A MIN. OF 6" IN GROUND.

FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE 12 1/2 GAUGE 6" MA IMUM MESH OPENING.

SURFACE WATER ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED.

WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SI INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER MIRAFI 100 STABILINKA T140N OR APPROVED E UIVALENT.

MAINTENANCE THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS OF WAY ALL SEDIMENT SPILLED DROPPED WASHED OR TRACTED ONTO PUBLIC RIGHTS OF WAY MUST BE REMOVED IMMEDIATELY.

WHEN WASHING IS RE UIRED IT SHALL BE DONE ON A AREA STABILI ED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE.

PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN.

MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE OR 50 OF THE HEIGHT OF THE SILT FENCE IS COVERED.

SILT ENCE DETAIL NOT TO SCALE

NOT TO SCALE

SH

B LANTING DETAIL NOT TO SCALE

USE CLEAN STONE OR GRAVEL 1/2 3/4 INCH IN DIAMETER PLACED 2 INCHES BELOW TOP OF THE BLOCK ON A 2:1 SLOPE OR FLATTER. FOR STONE STRUCTURES ONLY A 1 FOOT THICK LAYER OF THE FILTER STONE WILL BE PLACED AGAINST THE 3 INCH STONE AS SHOWN ON THE DRAWINGS.

1 (TYP.)

1.0'

1 (TYP.)

10.0'

ROOTBALL DIAMETER

LIGHT STONE FILLING NYSDOT ITEM NO. 620.03 MIN. THICKNESS=12" 6' WIDE (TYP.)

SCARIFY BOTTOM OF PIT UNDISTURBED SUBSOIL

NOTES

1. MAINTAIN A 3" MINIMUM RADIUS CLEAR OF MULCH AROUND THE TRUNK.

SECTION VIEW

2. THE DISTANCE BETWEEN THE BOTTOM OF THE TRUNK FLARE AND THE FINISHED GRADE SHALL BE AS FOLLOWS: FOR SANDY OR LOAMY SOILS: 1" FOR CLAY OR POORLY DRAINED SOILS: 3" THE CONTRACTOR SHALL REVIEW THE APPROPRIATE PLANTING DEPTH WITH THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION.

C NC ETE WASH

T DETAIL

DECID

S T EE LANTING LESS THAN

NOT TO SCALE

STONE FILLING

1 (TYP.)

FOREBAY 1

= 394.80

FOREBAY 2

= 394.80

12" (TYP.)

LANTING BED EDGE T EATMENT DETAIL NOT TO SCALE

3. WHEN TAGGING TREES AT THE NURSERY MARK THE NORTH SIDE OF THE TREE IN THE FIELD AND WHEN INSTALLING ROTATE TREE TO FACE NORTH WHENEVER POSSIBLE

NOT TO SCALE

PERFORATED PIPE COLLECTION SYSTEM

MULCHED PLANTING BED AS PER DRAWING

LAWN AS PER SPECIFICATION

BOTTOM ELEV.= 1

5' (TYP.)

8. THEY SHOULD BE IN A CONVENIENT LOCATION FOR THE TRUCKS PREFERABLY NEAR THE PLACE WHERE THE CONCRETE IS BEING POURED. 9. CONCRETE WASHOUT NOT TO BE LESS THAN 6' IN DIAMETER.

ST NE AND BL C INLET TECTI N DETAIL

D

AGRIFORM 20 10 5 TABLET REFER TO MANUFACTURER'S APPLICATION RATE FOR NUMBER OF TABLETS

BACKFILL WITH APPROVED PLANTING MI TURE SEE SPECIFICATIONS OR LANDSCAPE NOTES

1. UNDER NO CIRCUMSTANCES MAY WASH WATER FROM THESE VEHICLES BE ALLOWED TO ENTER ANY SURFACE WATERS. 2. CONCRETE WASHOUT SHALL BE UNDERLAYED WITH 4 MIL. THICK PLASTIC BUFFER. 3. MAKE SURE THAT PROPER SIGNAGE IS PROVIDED TO DRIVERS SO THAT THEY ARE AWARE OF THE PRESENCE OF WASHOUT FACILITIES. 4. WASHOUT FACILITIES SHOULD NOT BE PLACED WITHIN 50 FEET OF STORM DRAINS OPEN DITCHES OR SURFACE WATERS. 5. INSTALL ON FLAT GRADE NOT TO E CEED 2 . 6. CONCRETE WASHOUT MAY BE STACKED IN A PYRAMIDAL CONFIGURATION FOR ADDED HEIGHT AND STABILITY. 7. CONCRETE WASHOUT MAY BE DIRECT SEEDED AT THE TIME OF INSTALLATION.

HARDWARE CLOTH OR 1/2" WIRE MESH SHALL BE PLACED OVER BLOCK OPENINGS TO SUPPORT STONE.

OUTLET PIPE DIAMETER

UNDISTURBED SUBSOIL

FINISHED GRADE

NOTES

FOR ANY PROJECT ON WHICH CONCRETE WILL BE POURED OR OTHERWISE FORMED ON SITE A SUITABLE WASHOUT FACILITY MUST BE PROVIDED FOR THE CLEANING OF CHUTES MI ERS AND HOPPERS OF THE DELIVERY VEHICLES UNLESS SUCH A FACILITY WILL BE USED AT THE SOURCE OF THE CONCRETE.

LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE FOR DEWATERING. FOUNDATION SHALL BE 2 INCHES MINIMUM BELOW REST OF INLET AND BLOCKS SHALL BE PLACED AGAINST INLET FOR SUPPORT.

D

18" (MIN.)

SECTION VIEW

MA IMUM DRAINAGE AREA 1 ACRE

STABILIZED C NST CTI N ENT ANCE

SIDES OF PIT

BEDLINE TRENCH

"DOUGHNUT" DETAIL

PREFABRICATED UNITS SHALL BE GEOFAB ENVIROFENCE OR APPROVED E UIVALENT.

OVERFLOW 'CATCH BASIN'

3" SAUCER RIM (SEE PLANTING BED EDGE DETAIL)

FINE GRAVEL FACE (1'MIN. THICKNESS)

W

WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD.

FILTER CLOTH WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE.

SCARIFY BOTTOM

BED WIDTH VARIES

MYCOR TREE SAVER REFER TO MANUFACTURER'S SPECIFICATIONS FOR APPLICATION RATE MI ED INTO BACKFILL TO 8" DEPTH

THICKNESS NOT LESS THAN EIGHTEEN (18) INCHES.

AGRIFORM 20 10 5 TABLET REFER TO MANUFACTURER'S APPLICATION RATE FOR NUMBER OF TABLETS

BACKFILL WITH APPROVED PLANTING MI TURE SEE SPECIFICATIONS OR LANDSCAPE NOTES

3" MULCH (5' DIA.) AS PER DRAWING/SPECIFICATIONS

18" DIAMETER TM FILTRE R SO (ALSO AVAILABLE IN 8" 12" AND 24" DIAMETERS)

WIDTH TWELVE (12) FOOT MINIMUM BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY FOUR (24) FOOT IF SINGLE ENTRANCE TO SITE.

CAL. DETAIL

E

L W WEI DETAIL NOT TO SCALE

NOT TO SCALE

Do+La

LENGTH NOT LESS THAN 50 FEET (E CEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY).

2:1 SLOPE

FINISHED GRADE EDGE PER PLANTING BED EDGE TREATMENT DETAIL

MA IMUM DEPTH OF CONTAMINATED WATER IS 50 OF CONCRETE WASHOUT HEIGHT.

2" 2" 36" WOODEN STAKES PLACED 5' O.C.

MYCOR TREE SAVER REFER TO MANUFACTURER'S SPECIFICATIONS FOR APPLICATION RATE MI ED INTO BACKFILL TO 8" DEPTH

REMOVE BURLAP ROPE OR WIRE BASKET FROM TOP 1/3 OF BALL. CUT REMAINING PORTIONS OF ROPE OR WIRE BASKET AS MUCH AS POSSIBLE. COMPLETELY REMOVE ALL SYNTHETIC MATERIAL FROM ROOTBALL.

PLAN VIEW

WIRE MESH (OPTIONAL)

3:1 SLOPE 1'MIN. 2'MA .

3" SAUCER RIM (SEE PLANTING BED EDGE DETAIL)

(3) 22" DIA. 8' LONG SHARPENED CEDAR POSTS TO BE INSTALLED TO A MINIMUM OF 2' INTO THE E ISTING SUBSOIL

BLOCK DETAIL

Do=3D

DROP INLET WITH GATE

3" MULCH (5' DIA.) AS PER DRAWING /SPECIFICATIONS

CONSTRUCTION SPECIFICATIONS

E ISTING PAVEMENT

STONE SI E USE 2" STONE OR RECLAIMED OR RECYCLED CONCRETE E UIVALENT.

ALL PLANTING BEDS SHALL BE FREE OF CONSTRUCTION DEBRIS.

TM

18" DIAMETER FILTRE R SO (ALSO AVAILABLE IN 8" 12" AND 24" DIAMETERS

STONE

REMOVE BURLAP ROPE OR WIRE BASKET FROM TOP 1/3 OF BALL. CUT REMAINING PORTIONS OF ROPE OR WIRE BASKET AS MUCH AS POSSIBLE. COMPLETELY REMOVE ALL SYNTHETIC MATERIAL FROM ROOTBALL.

BOTTOM OF TRUNK FLARE SHALL BE SET ABOVE FINISHED GRADE SEE NOTE 2 BELOW FOR DETAILS

3" STONE

SECTION VIEW

PLAN 16"

TEMPORARY SEDIMENT POOL

20"MIN. UNDISTURBED GROUND

FLOW

1'MIN. 2'MA .

SEDIMENT

PLANTING BED DEPTH IN LAWN AREAS SHALL BE A MINIMUM OF 28" DEEP AND/OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE.

YELLOW MARKING RIBBON

DEWATERING

SEE NOTE 2

W

10'MIN.

FL

O FL

10'MIN.

O W

50'MIN. 8" MIN.

ARBORTIE GUYING MATERIAL TO BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS

WIRE SCREEN

TEMPORARY SEDIMENT POOL

MAINTAIN A 2" MINIMUM RADIUS CLEAR OF MULCH AROUND THE TRUNK.

SET TREE PLUMB PRIOR TO STAKING

BLOCK PLAN VIEW

PROFILE HEIGHT OF FILTER = 16" MIN.

TOP OF BALL SHALL BE SET AT OR SLIGHTLY ABOVE FINISHED GRADE AS DIRECTED PER OWNER'S REPRESENTATIVE.

NOTES:

LIMITS OF SOIL SAUCER

DEWATERING

50'MIN.

WOVEN WIRE FENCE (MIN. 12 1/2 GAUGE W/ MA . 6" MESH SPACING)

2" 2" 36" WOODEN STAKES PLACED 5' O.C.

CONCRETE BLOCK

E ISTING PAVEMENT

36" MIN. LENGTH FENCE POSTS DRIVEN MIN. 16" INTO GROUND.

ACCESS ROAD BERM

STONE FILLING APRON GEOMETRICS

UNDERDRAIN OUTLET CURB CUT

TYPICAL PLAN VIEW ELEV=A

MULCH LAYER SPECIFICATIONS THE MULCH LAYER SHOULD BE STANDARD LANDSCAPE STYLE SINGLE OR DOUBLE SHREDDED HARDWOOD MULCH OR CHIPS. THE MULCH LAYER SHOULD BE WELL AGED (STOCKPILED OR STORED FOR AT LEAST 12 MONTHS) UNIFORM IN COLOR AND FREE OF OTHER MATERIALS SUCH AS WEED SEEDS SOIL ROOTS ETC. THE MULCH SHOULD BE APPLIED MA IMUM DEPTH OF THREE INCHES. GRASS CLIPPINGS SHOULD NOT BE USED FOR MULCH MATERIALS.

ELEV=B

6" PONDING 3" MULCH

END SECTION STONE FILLING APRON SCHEDULE

PLANTING SOILS SPECIFICATIONS THE PLANTING SOIL (NYSDOT ITEM NO.'S 208.01030022 AND 208.01040022) SHOULD BE A SANDY LOAM LOAMY SAND LOAM (USDA) OR A LOAM/SAND MI (SHOULD CONTAIN A MINIMUM 25 TOPSOIL TO 75 SAND BY VOLUME). THE CLAY CONTENT FOR THESE SOILS SHOULD BY LESS THAT 25 BY VOLUME. SOILS SHOULD FALL WITHIN THE SM OR ML CLASSIFICATIONS OF THE UNITED SOIL CLASSIFICATION SYSTEM (USCS). A PERMIABILITYOF AT LEAST 1.0 FEET PER DAY (0.5"/HR) IS RE UIRED (A CONSERVATIVE VALUE OF 0.5 FEET PER DAY IS USED FOR DESIGN). THE SIOL SHOULD BE FREE OF STONES STUMPS ROOTS OR OTHER WOODY MATERIAL OVER 1" IN DIAMETER. BRUSH OR SEEDS FROM NO IOUS WEEDS. PLACEMENT OF THE PLANTING SOIL SHOULD BE IN LIFTS OF 12 TO 18" LOOSELY COMPACTED (TAMPED LIGHTLY WITH A DO ER OR BACKHOE BUCKET) THE SPECIFIC CHARACTERISTICS ARE PRESNTABLE IN TABLE H.2.

NOTE

BIORETENTION PLANTING SOIL AND MULCH SPECIFICATIONS ARE PER APPENDI H OF NYSSWDM

PLANTING SOIL 30" MINIMUM

D (INCHES)

La (FT.)

Do (FT.)

W (FT.)

MINIMUM THICKNESS (INCHES)

NYSDOT ITEM NO.

6.0

1.5

7.5

620.02 FINE

6.0

3.0

9.0

620.03 LIGHT

8.0

3.75

11.75

620.03 LIGHT

9.0

4.5

13.5

620.03 LIGHT

14.0

6.0

20.0

620.03 LIGHT

16.0

7.5

23.5

620.03 LIGHT

20.0

9.0

29.0

620.03 LIGHT

FILTER FABRIC MIRAFI 14ON OR APPROVED E UAL

SEE CA110 TYPICAL SECTION

ELEV=A

WATER UALITY

TABLE H.2.

ELEV=C

3 ELEV=B

VARIES

PERFORATED PIPE IN GRAVEL (SEE UTILITY PLAN)

BIO RETENTION AREA A (T.G.) 1

396.5

B

C

396.0

398.0

STONE FILLING

PARAMETER

ALUE

PH RANGE

5.2 TO 7.00

ORGANIC MATTER

1.5 TO 4.0

MAGNESIUM

35 LBS. PER ACRE MINIMUM

PHOSPHORUS (P2O5)

75 LBS. PER ACRE MINIMUM

POTASSIUM (K2O)

85 LBS. PER ACRE MINIMUM

SOLUBLE SALTS

500 PPM

CLAY

10 TO 25

SILT

30 TO 55

END SECTI N STABILIZATI N DETAIL

SAND

35 TO 60

NOT TO SCALE

FILTER FABRIC

TYPICAL PROFILE

DIAMETER VARIES

La PERFORATED PIPE IN 4" GRAVEL JACKET

INVERT

MINIMUM THICKNESS

MINIMUM STONE THICKNESS +12" (TYP.) POURED IN PLACE CLASS "A" CONCRETE (TYP.)

SECTION VIEW

1 TOP OF RISER PIPE ELEVATION

D 3: (2) 395.50 (2) 396.50 (2) 397.00 NORTH SWALE: (2) 368.0 (2) 369.0 (2)

4 DIA. CORRUGATED METAL RISER PIPE SIEVE DESIGNATION 1" 1/2" 1/4" 1/8"

370.0

CORRUGATED METAL PIPE IF 3 NOT PREFABRICATED TO RISER PROVIDE CONTINUOUS WELD AROUND COMPLETE CIRCUMFERENCE

PERCENT PASSING BY WEIGHT 100 30 100 0 30 0 10

UNDERDRAIN FILTER STONE AROUND COMPLETE CIRCUMFERENCE OF RISER PIPE

BI

ETENTI N DETAIL NOT TO SCALE

PROVIDE ELASTOMERIC SLEEVE FOR PIPE CONNECTION FERNCO OR APPROVED E UAL

D 3 PROVIDE STAKE WITH PAINT MARK AT CLEAN OUT ELEVATION. ELEV. OF SILT REMOVAL = 391.00 NORTH SWALE: PROVIDE STAKE WITH PAINT MARK AT CLEAN OUT ELEVATION. ELEV. OF SILT REMOVAL = 394.00

PROVIDE ELASTOMERIC SLEEVE FOR PIPE CONNECTION FERNCO OR APPROVED E UAL

1 DIA. SMOOTH INTERIOR CORRUGATED POLYETHYLENE DISCHARGE PIPE

RISER BASE (SEE DETAIL) CIRCULAR CORRUGATED METAL RISER

BOTTOM OF BASIN (STATIC 4.0')

18"

DISCHARGE POINT

48" 48" NOTES: 1. THE CONCRETE BASE SHALL BE POURED IN SUCH A MANNER TO INSURE THAT THE CONCRETE FILLS THE BOTTOM OF THE RISER TO THE INVERT OF THE OUTLET PIPE TO PREVENT THE RISER FROM BREAKING AWAY FROM THE BASE.

ISE BASE DETAIL DISCHA GE ST

TEM CT E

3 = STATIC

NOTE

EACH ROW OF RISER PIPE PERFORATIONS SHALL BE SPACED EVENLY AROUND THE CIRCUMFERENCE OF THE RISER PIPE.

STONE FILLING (LIGHT) N.Y.S.D.O.T. ITEM NO. 620.03 AROUND RISER BASE 12" THICKNESS

4" 9" PREFABRICATED 90 BEND OR CONTINUOUS WELD FOR COMPLETE CIRCUMFERENCE

INV=STATIC

CORRUGATED METAL BARREL

SMOOTH INTERIOR CORRUGATED POLYETHYLENE PIPE

2 #8 (MIN.) BARS PLACED AT RIGHT ANGLES AND PROJECTING INTO SIDES OF RISER TO HELP ANCHOR RISER TO CONCRETE BASE.

STATIC WATER

TOP OF TEMPORARY INVERT OF LOW 2 RISER/ FILTER STONE FLOW PIPE

DIA. OF OUTFLOW PIPE

DIA. OF RISER PIPE

RE UIRED SILT STORAGE ELEVATION

D3

398.0

395.0

12"

18"

396.0

NORTH SWALE

398.0

394.0

12"

18"

394.0

TEM

A

DISCHA GE ST

CT

E DETAIL SEDIMENT BASIN

A

NOT TO SCALE

ASPHALT PAVING CONCRETE CURB WITH 3' CURB CUT 6" LAYER OF RIVER COBBLES

BIO RETENTION BASIN. SEE DETAIL THIS SHEET

ASTM D448 NO. 6 STONE

PROJECT MANAGER

C IGHT 2025 C STICH ENGINEE ING D. .C.

BY

CHKD.

APVLS.

A

C

ST

H

REVISION

BOUNDARY

ER I NE

PR

OFE

A S S I ON

NG

0 9 6 1 84

E

ED

DATE

DRAWN BY

C

NS

NO.

TE EL O R I T Y

L I CE

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 RE UIRED BY LAW TO AFFI HIS/HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATION TO THE DOCUMENT.

OF NEW

HA

TITLE OF PROJECT

S.J.C. RK O IE

E ISTING UTILITIES (LOCATION SI ES AND INVERTS) SHOWN ON THE PLANS ARE APPRO IMATE AND ARE NOT CERTIFIED AS TO THE ACCURACY OF THEIR LOCATION OR COMPLETENESS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE E ACT LOCATIONS AND DEPTHS OF ALL UTILITIES AND STRUCTURES IN THE PATH OF OR CLOSELY PARALLEL TO OR UNDER THE PROPOSED CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DELAYS OR DAMAGES OCCURRING AS A RESULT OF INCORRECTLY LOCATED UTILITIES. IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITY OWNERS IN AMPLE TIME FOR THEM TO LOCATE AND MARK THEIR FACILITIES. THE CONTRACTOR SHALL ALSO NOTIFY UNDERGROUND UTILITY LOCATION SERVICE AT LEAST 48 HOURS IN ADVANCE OF COMMENCING ANY WORK.

MI

ST

ST NE DIA H AGM MWATE ET EATMENT

L

Civil Engineering

W.T.A.

BLISHE S A

Land Surveying

TOPO/BASE

Landscape Architecture

M.G.

DETAILS LOCATION OF PROJECT

DATE

SCALE

NTS

WA

TITLE OF DRAWING

D.T.H.

01/13/2025

MCAL IN IND ST IES INC.

T WN

Costich Engineering

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

CLIENT

TA A CEL N . 0 .0 1 32.123 T WN L T 1 T WNSHI 1 ANGE SECTI N 1 HEL S G HAM CHASE WEBSTE C NT M N E STATE NEW

MCAL IN IND ST IES INC. 255 H LLENBEC ST EET CHESTE N 1 21

DWG. #

CA50110

SHEET 10

EXTERIOR FINISH LEGEND

*NOTE: ALL FINISHES ARE B.O.D. ONLY

MASONRY

M-1

NORSTONE, THIN STONE VENEER, PLANC, "GRAPHITE"

METALS

INSULATED METAL PANEL, METLSPAN CF STRIATED OR SIMILAR, "BURNISHED SLATE"

MTL-3

INSULATED METAL PANEL, METLSPAN CF STRIATED OR SIMILAR, CUSTOM COLOR - MCALPIN BLUE

INSULATED METAL PANEL CONSTRUCTION

8.1

7.1

GLAZING

5.1

4.1

3.1

2.2

2.1

1.3

1.2

1.1

1 03 - MAX. RIDGE HEIGHT 24'-8 3/16"

1/4" / 12"

02 - EAVE HEIGHT 20'-0"

THERMALLY-BROKEN, LOW-E, STOREFRONT GLAZING SYSTEM, RE: A600

MTL-1

01 - GROUND FLOOR 0"

NORTH ELEVATION

N

M

L

K

J

H

G

F

1/16" = 1'-0"

E

D

C

B

A 03 - MAX. RIDGE HEIGHT 24'-8 3/16"

22'-3" ±

1/4" / 12"

02 - EAVE HEIGHT 20'-0" MTL-3 MTL-1

MTL-3

MTL-1

17'-6"

6.1

MTL-1

MTL-2

MTL-3

MTL-2

01 - GROUND FLOOR 0"

M-1

DRIVE THROUGH LOADING DOCK DESIGN TBD

EAST ELEVATION

0.1

1.2

2.2

3.1

4.1

5.1

6.1

O

1/16" = 1'-0"

P 7.1

1/4" / 12"

Q

8.1

R

9 03 - MAX. RIDGE HEIGHT 24'-8 3/16"

1/4" / 12"

02 - EAVE HEIGHT 20'-0"

1/4" / 12"

MTL-1

MTL-3

MTL-1

01 - GROUND FLOOR 0"

WEBSTER, NY

MTL-2

MCALPIN INDUSTRIES PUBLISHER'S PARKWAY

INSULATED METAL PANEL, METLSPAN CF STRIATED OR SIMILAR, "SILVERSMITH"

10'-0" HIGH CUSTOM SIGN, BACKLIT OR DIRECTIONALLY LIT

SOUTH ELEVATION

A

B

C

D

E

F

G

H

H.1 J

J.1

1/16" = 1'-0"

K

K.1

K.2 L

L.1 M

N 03 - MAX. RIDGE HEIGHT 24'-8 3/16" 02 - EAVE HEIGHT 20'-0"

MTL-1

REVISED:

MTL-1

20x80 CANOPY

MTL-1

02.20.2025

DATE

01 - GROUND FLOOR 0"

BUILDING ELEVATIONS DRAWING TITLE:

DARK-SKY COMPLIANT WALL-PACK. FINAL LOCATIONS TBD

WEST ELEVATION 1/16" = 1'-0"

A200 SHEET NO:

PROJECT NO:

24-220

End of document