Site Development Plans · Webster Civic

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

NOT TO SCALE

PREPARED FOR

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

Costich Engineering

DATE:

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Landscape Architecture

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Land Surveying

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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)

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

LOCATION SKETCH

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INDEX OF DRAWINGS

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

JANUARY 31, 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 SQ. FT. BUILDING (120,000 SQ. 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 CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS TO COMPLETE THE WORK.

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

THE CONTRACTOR SHALL COMPLY WITH ALL OSHA STANDARDS AND OTHER STATE AND LOCAL SAFETY REQUIREMENTS 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 EXACT LOCATION, SIZE AND DIMENSION OF ALL BURIED UTILITIES. THE OWNER OR COSTICH ENGINEERING, D.P.C. ASSUMES NO RESPONSIBILITY FOR THE LOCATION OF UNDERGROUND UTILITIES NOT VISIBLE AT THE TIME THE FIELD SURVEYS WERE CONDUCTED.

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.

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 EXACT CONDITIONS, AND AT HIS OWN EXPENSE, TO PROTECT AND SUPPORT ALL UTILITIES ENCOUNTERED IN HIS EXCAVATING AND TRENCHING OPERATIONS.

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

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 ZONE X 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 ZONE 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

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

12.

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

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

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

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

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

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

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 REQUIREMENTS, EXTENDING 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, ½ INCH WIDE BY ¼ INCH DEEP, ONE (1) INCH CENTERS TRANSVERSE TO THE RAMP.

11.

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

14.

CURB RAMP TYPE AND LOCATION ARE PER PLAN.

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-SIX (36) INCHES MINIMUM IN WIDTH.

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

WHERE AN ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND AN OBJECT THAT IS LESS THAN FORTY-EIGHT (48) INCHES IN WIDTH, CLEAR WIDTH SHALL BE FORTY-TWO (42) INCHES MINIMUM APPROACHING THE TURN, FORTY-EIGHT (48) INCHES MINIMUM DURING THE TURN, AND FORTY-TWO (42) INCHES MINIMUM LEAVING THE TURN. THE CLEAR WIDTH APPROACHING AND LEAVING THE TURN MAY BE THIRTY-SIX (36) INCHES MINIMUM WHEN THE CLEAR WIDTH AT THE TURN IS SIXTY (60) INCHES MINIMUM. AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN SIXTY (60) INCHES SHALLPROVIDE PASSING SPACES AT INTERVALS OF TWO HUNDRED (200) FEET MAXIMUM. PASSING SPACES SHALL BE EITHER A SIXTY (60) INCH MINIMUM BY SIXTY (60) INCH MINIMUM SPACE; OR AN INTERSECTION OF TWO (2) WALKING SURFACES THAT PROVIDE A COMPLIANT T-SHAPED TURNING SPACE, PROVIDED THE BASE AND ARMS OF THE T-SHAPED SPACE EXTEND FORTY-EIGHT (48) INCHES MINIMUM BEYOND THE INTERSECTION.

11.

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

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 REQUIREMENTS.

PARKING SPACE NOTES

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

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 EXTEND 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 EXCEPT 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 EXCEEDING 2.0% IN ALL DIRECTIONS.

10.

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

11.

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

12.

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

13.

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

RAMP NOTES

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

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

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

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

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

PASSENGER LOADING ZONE NOTES:

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

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

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

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

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

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 EXCEEDING 2.0% IN ALL DIRECTIONS. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE VEHICLE PULL-UP SPACE THEY SERVE. CHANGES IN LEVEL ARE NOT PERMITTED.

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

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

CURB RAMP NOTES

ACCESSIBLE ENTRANCE NOTES: 1.

THE MAXIMUM RUNNING SLOPE OF A CURB RAMP SHALL BE 8.33% AND THE MAXIMUM CROSS SLOPE SHALL BE 2.0%. 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 REQUIRED BY STATE & FEDERAL ACCESSIBILITY REQUIREMENTS.

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

SYMBOL LEGEND E

DRAINAGE MANHOLE

ELECTRIC MANHOLE ELECTRIC METER

CATCH BASIN

T

TP

END SECTION END OF PIPE

PH

SANITARY MANHOLE

C.O.

CLEAN OUT

TELEPHONE MANHOLE TELEPHONE PEDESTAL

W MW

FD

PHONE BOOTH PEDESTRIAN POLE

MANHOLE S

Y D

WM

EM

INLET DRAINAGE MANHOLE

H

D

SC

LINE LEGEND HYDRANT

SIGN - DOUBLE POST 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

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

OH

EXISTING OVERHEAD UTILITIES

T

EXISTING TELEPHONE SERVICE

UG

EXISTING UNDERGROUND UTILITIES

G

EXISTING GAS SERVICE

E

EXISTING ELECTRIC SERVICE

FORMER PROPERTY LINE DIMENSION

STOP BAR

MIN. BUILDING SETBACK

TREE DECIDUOUS

CENTER LINE

TREE CONIFEROUS

EXISTING EASEMENT LINE.

BUSH

EXISTING CONCRETE CURB

AIR CONDITIONING UNIT

EXISTING EDGE OF PAVEMENT

UTILITY POLE WITH LIGHT

GUY WIRE

SAN

SANITARY UTILITY LATH

EXISTING EDGE OF GRAVEL

FLAG POLE

PULL BOX

G

GAS UTILITY LATH

EXISTING CONCRETE PAD/ CONCRETE SIDEWALK

MAILBOX

E

ELECTRIC PULL BOX

WTR LAT

WATER UTILITY LATH

BOLLARD

T

TELEPHONE PULL BOX

T

TELEPHONE UTILITY LATH

WATER VALVE

POST

TR

TRAFFIC PULL BOX

E

ELECTRIC UTILITY LATH

WATER SERVICE

SIGN - SMALL

T

TRANSFORMER

C

CABLE UTILITY LATH

GAS SERVICE

SV

FLAG POLE

SPRINKLER VALVE MB

SPRINKLER HEAD

EXISTING UTILITY POLE , GUY ANCHOR & UTILITY POLE WITH LIGHT

EXISTING GUARD RAIL TREES, HEDGE, EDGE OF WOODS EXISTING SWALE

, 100 x 100.4

WV

H

WS

EXISTING RIGHT-OF-WAY LINE

AC

GAS METER

WV

EXISTING SANITARY SEWER, & MANHOLE

UTILITY POLE

GM

SH

S

FORMER PROPERTY LINE

HANDICAP

BORE

TRAFFIC CONTROL CABINET

PARCEL BOUNDARY

EXISTING ADJACENT PROPERTY LINE

WELL

Y

EXISTING WATER MAIN, VALVE, & HYDRANT

W

PROJECT MANAGER

BY

CHKD.

APVLS.

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REVISION

BOUNDARY

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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.

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EXISTING CHAIN LINK & STOCKADE FENCE EXISTING CONTOUR EXISTING SPOT ELEVATION @ x

TITLE OF PROJECT

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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.

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WALKING SURFACES SHALL HAVE A MAXIMUM RUNNING SLOPE OF 5.0% AND A MAXIMUM 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, ADEQUATE STRUCTURAL SUPPORT (COMPACTED SELECTED FILL) SHALL BE PROVIDED FOR THE SEWER TO PREVENT EXCESSIVE DEFLECTION OF JOINTS AND SETTLING OF THE SEWER ON THE WATER MAIN. MINIMUM HORIZONTAL SEPARATION BETWEEN PARALLEL WATER MAIN PIPES AND SEWER PIPES (INCLUDING MANHOLES AND VAULTS) SHALL BE 10 FEET MEASURED FROM THE OUTSIDE OF THE PIPES, MANHOLES OR VAULTS.

THE WATER MAIN PIPELINE AND APPURTENANCES SHALL BE PRESSURE/LEAKAGE TESTED IN ACCORDANCE WITH THE MINIMUM REQUIREMENTS OF THE AWWA STANDARD C600, C602, C604, OR C605 (MOST RECENT VERSION AS APPLICABLE) OR IN ACCORDANCE WITH MORE STRINGENT REQUIREMENTS IMPOSED BY THE SUPPLIER OF WATER.

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

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 MAXIMUM 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 EXCEED 10%. IF THE CLEAR LENGTH OF THE LANDING IS LESS THAN FORTY-EIGHT (48) INCHES THAN THE SLOPE OF THE FLARED SIDES SHALL NOT EXCEED 8.33%.

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

E

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% IS A RAMP AND SHALL COMPLY WITH THE GUIDELINES FOR RAMPS OR CURB RAMPS.

THE WATER MAIN PIPE AND APPURTENANCES SHALL NOT BE PLACED INTO SERVICE UNTIL SO AUTHORIZED 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 REQUESTING SAMPLING SERVICES. SAMPLING WILL NOT BE PERFORMED PRIOR TO RECEIPT FROM A NEW YORK STATE LICENSED OR REGISTERED DESIGN PROFESSIONAL (ENGINEER, ARCHITECT OR LAND SURVEYOR WITH A SPECIAL EXEMPTION UNDER SECTION 7208(N) OF THE EDUCATION LAW) CERTIFYING THAT THE WATER SUPPLY IMPROVEMENTS, TESTING AND DISINFECTION PROCEDURES WERE COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS, REPORTS, SPECIFICATIONS AND ANY APPROVED AMENDMENTS. THE DEPARTMENT WILL COLLECT SAMPLES FOR FREE CHLORINE RESIDUAL, TOTAL COLIFORM, ESCHERICHIA COLI (E. COLI) AND TURBIDITY.

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

D

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.

A

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

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 REQUIREMENTS ONLY. REFER TO SIDEWALK, CURBING, AND PAVEMENT DETAILS FOR ADDITIONAL INFORMATION.

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

C

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

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.

ST

D. E. F. G.

CLEAR AND GRUB TO THE LIMITS SHOWN. INSTALL PERIMETER SILT FENCE AND TEMPORARY STABILIZED CONSTRUCTION ENTRANCE. STRIP TOPSOIL AND PERFORM EARTHWORK OPERATIONS INCLUDING THE STORMWATER MANAGEMENT FACILITIES. THE PROPOSED STORMWATER POND WILL BE UTILIZED AS THE TEMPORARY SEDIMENT BASIN. 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.

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

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

CURB RAMP NOTES (CONT.):

MI

A. B. C.

GENERAL NOTES:

COORDINATE ALL WORK WITH OWNER'S REPRESENTATIVE. 2.

THE SITE IS APPROXIMATELY 25.651 ACRES PER TAX 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.

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

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

S82° 24'

6' HIGH C

LO

46"W

K FENC HAIN LIN ELINE

LOD

34L1O.7D9'

D LOD

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

39 9

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

402

IRONDEQUOIT WAYNE COUNTY EXPRESSWAY NEW YORK STATE ROUTE 104. ACCESS AND UTILITY EASEMENT TO T.A.# 079.11-1-22 AND THE TOWN OF WEBSTER PER LIBER 361 OF MAPS PAGE 81

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

MB

6' HIGH CHAIN LINK FENCELINE H

GAS METER

W3

GAS SERVICE

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

LIGHT POLE

C

E

CABLE UTILITY LATH

ELECTRIC UTILITY LATH

WV

( IN FEET ) 1 inch = 50 ft.

100

GRAPHIC SCALE

TELEPHONE UTILITY LATH

WATER UTILITY LATH

WTR LAT

SANITARY UTILITY LATH

AIR CONDITIONING UNIT

BUSH

TREE CONIFEROUS

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

STOP BAR TREE DECIDUOUS

FORMER PROPERTY LINE DIMENSION

GAS UTILITY LATH

T

Y

HANDICAP

8 39

FORMER PROPERTY LINE

G

SAN

AC

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

GAS VALVE

PIN FOUND 0.14S 0.06W

SIGNAL POLE

W

BUILDING MOUNTED LIGHING

EXISTING URMC HEATED ENCLOSURE FOR 6" COMBINED SERVICE

RTC 19

CLEAN OUT

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

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

C.O.

395

CABLE TV PEDESTAL

394 621.99' S01° 05' 59"E 60.00'

C

PIN FOUND 0.52S 0.32W

URMC SIGN

TRAFFIC CONTROL CABINET

W

396

SC

TG=396.12

SANITARY MANHOLE

E

W

BORE

12" HDPE

WV S

S

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

RETENTION POND

TG=395.70

MANHOLE

E

8" PVC 393.15 393.16

STOP

39 W

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

OH

G

OH

G

CERTIFICATION

MIN. REAR YARD SETBACK (FT)

L T. H I C

RK O OK K

LIC

N

L. S. 49 NO. 0 5 0 4 S V ED UR L AND S

IE

Y

MIN. SIDE YARD SETBACK (FT)

TE

MIN. FRONT YARD SETBACK (FT)

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

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

12" HDPE

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

D

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

24" HDPE INV=387.29

PEDESTRIAN POLE

396

390.31 S RIM=397.31 12" HDPE

FIRE DEPARTMENT CONNECTION

E

390.41

FD

RETENTION POND

393.15

PHONE BOOTH

INV=393.06

12" HDPE

PH

INV=393.25

12" HDPE INV=392.61

LINE LEGEND

8" DIP MCWA MAIN

END OF PIPE

394

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

MONITOR WELL

APPROXIMATE LOCATION OF MONROE COUNTY UNDERGROUND FIBER OPTIC

MW

12" HDPE

RGE 46 RTC 20

TELEPHONE PEDESTAL

APPROXIMATE LOCATION OF LIGHTOWER UNDERGROUND FIBER OPTIC

TP

EXISTING ADJACENT PROPERTY LINE

18" HDPE INV=389.70

TURNING ARROW

393

END SECTION

PE

18" HDPE

WELL

HD EXISTING POND DISCHARGE STRUCTURE

393

W

E

392

TELEPHONE MANHOLE

397

395

END UNDER ICE

T

RIP-RAP

396

END UNDER ICE

CATCH BASIN

393.17

E

TG=395.52

EXISTING RIGHT-OF-WAY LINE

F

SIGN - SINGLE POST

TG=397.11

EXISTING CENTERLINE DOUBLE YELLOW STRIPING

WATER METER

39 5 E

12"

397 392.77

WM

E

TG=396.65

12" HDPE (SW. END NOT FOUND)

RIM=389.16

ELECTRIC METER

8" HDPE 12" HDPE 393.51 393.61

8" PVC

BLOCK SIGN W/ LANDSCAPING G

388.04

PARCEL BOUNDARY

F

OH

W

E

DP

EM

E 393.17

12" HDPE

OH

E

RGE 42A

INLET DRAINAGE MANHOLE

8 39

397

393.06

TG=395.57 392.51 392.62

39 2

G

391

G

GRAVEL DRIVE

G

39 5 TG=391.95

G

390.51

TG=391.91

F

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

SIGN - DOUBLE POST

G

F

7 39

OH

W

392

385.80

HYDRANT

G

LOD

393.27 393.48

396

OH

Y D

G

398

393.33

397

388.16 389.06

F

PE

HD

F

" 15 387

396

F

RETENTION POND

OH

40 0

G

F

12" HDPE INV=392.35

837.00' F

400

F

6 D 7.3 38

24" HDPE INV=385.76

OH

ASPHALT PARKING LOT

397

386.63

38 8

OH

399

OH

RIM=390.41

OH

AREA = 25.651 ACRES

PV C

W

F

E

DP 393.21

F

OH

TG=396.56

OH

393.33

388

W

8" PVC

12" HDPE 390.46 RIM=397.31

F OH

SHED

D

W

F

OH

LOD

393.33

389

38 6.3 8

F

W

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

W

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

385.77

W

388

D

W

398 389

395

W

39 3 1 90

394

387.15

E

394

386.29

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 24" HDPE

39 8 39 7

397

39 8

RGE 42B

OH

D

D 397

S 393.33

TG=389.20 W OH

WV

TG=396.48

W

12" HDPE

OH

24"x36" ARCH RCP

ELECTRIC MANHOLE

398

6" PVC INV=387.41

394

LOD

S88° 54' 01"W

12" HDPE

OH

394

LOD 396

OH

W

393

394

395

RGE 42C

W

D RIM=389.66 385.56

E

397

395

N88° 54' 01"E LOD

LO D

394 W

G

SYMBOL LEGEND

40 2 G

397 W

E

LOD 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

W

E

PROPOSED BUILDING FOOTPRINT

F

398 W

397

LOD

394

OH

W

E

398

396

LOD

400

398

397

LOD

DIRT / DEBRIS PILE

12" RCP

G

DRAINAGE MANHOLE

39 7 G

W

39 7

40 0

LOD

D

24"x36" ARCH RCP 385.51

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.

398

401

LOD

395

400

39 5

392

395

397

OH TG=389.14 G

WS

LOD

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

Y

W

G

SV

559.41' 398

401

LOD

394

398

W

G

GM

S88° 20' 59"W LOD

OH

W 387.98

G

GS

399

LOD

W G

GV

LOD

OH

G

400 39

6 39

LOD

40 0

D

398 397

LOD

D LO

40 3

DIRT / DEBRIS PILE

12" HDPE TG=391.18 S. INV=388.03 12" HDPE

385.29

LO D 0

LOD

D LO LOD

LOD

LOD LOD

LOD

395

OH REBAR FOUND 0.23N

REFERENCES

LOD

LO D

LOD 398

D LO

LOD

39 389.00

G

APPROXIMATE LOCATION 2" GAS MAIN

40 0

398

39 H

399

LO

400

LOD

396

DIRT / DEBRIS PILE

W

G

HARD (66' ROW) ROAD

397

393

399

LOD

397

WV

LOD

396

WTG=392.02

G

397

40 0

P CM

7 39

522.19'

LOD

9 39

LOD LOD 8

WV

G

LOD

395

CONCRETE GUTTE R W APPROXIMATE LOC W ATION WATER MAIN OH OH

S01° 05' 59"E

1424.54'

LOD

W3 W3

396

399

LOD

39 9 1

W

3 39

4 39

395

9 39

OH

390

" 12

OH

396

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

685.84'

389.06

G

EXISTING 60' ACCESS EASEMENT PER LIBER 8549, PAGE 13

A

394

NO PARKING SIGN

389.61

LOD

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

W

W) PARKWAY

TG=391.91 G

LOD

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

LOD

400

D

LOD

399

LO

LOD

9 39

LOD

399

0 40

LOD

7 39

05' 09"W N01° LOD

401

LOD

400

0 40

LOD

396

9 39

LOD 39

OH

APPROXIMATE LOC ATION 6" GAS MA IN G

LOD

393

Y D

397

743.34'

6 39

LOD

DIRT / DEBRIS PILE

OH

W

SHED 7 39

PUBLISHER'S (60' R O

G

397

GRAVEL AREA

393

3 40

DIRT / DEBRIS PILE

H

S01° 05' 59"E

396

39 5

OH

W

NO PARKING SIGN G

ST

G

H

393 W

LOD

2 39 W

393

394

DIRT / DEBRIS PILE W

G 388

S86° 29' 54"E

OH

G

N

OH

G

DA

OH W

G

R

392

N

YO

W G

387 386 385

OH G

E

G

E

EXISTING 60' ACCESS EASEMENT PER LIBER 8549, PAGE 13

PUBLISHER'S (60' R O NO PARKING SIGN

S86° 29' 54"E

ZONED OP CORE AREA NORTH

W) PARKWAY

NO PARKING SIGN

685.84'

CONCRETE GUTTE

SIGN LEGEND

SIGN NO.

R

TEXT

MUTCD DESCRIPTION NUMBER

RESERVED PARKING

NY R7-8

REBAR FOUND 0.23N RGE 42C

R7-1

12"x18" BLUE AND GREEN ON WHITE 12"x18" RED ON WHITE

TYPE OR MOUNT

SITE DATA

HEIGHT QNT. 1.

"C"

7'-0"

"C"

7'-0"

TAX ACCOUNT NUMBER

79.06-1-32.123 (25.65 ACRES)

ZONING

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

RGE 42B

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

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

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)

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

STANDARD DUTY ASPHALT PAVEMENT

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

HEAVY DUTY ASPHALT PAVEMENT

ONE STORY BLOCK AND METAL BUILDING

FUTURE BIO-RETENTION (3,500 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

(PUBLISHER'S PA RKWAY)

FUTURE 60,000 S.F. ADDITIONAL MANUFACTURING

GRAVEL DRIVE

RGE 46 RTC 20

950.4' FRONT YARD SET BACK (HARD ROAD)

927.1' SIDE YARD

LIMITS OF CENTERLINE DOUBLE YELLOW STRIPING

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

FUTURE DRIVEWAY

PROPOSED ACCESS DRIVE CENTERLINE

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

R=113.0' R=80.0'

621.99' S01° 05' 59"E 60.00' RETENTION POND

RETENTION POND

RTC 19

FIRE TRUCK TURNING MOVEMENT

RIP-RAP

FOREBAY

SNOW STORAGE

8 PROPOSED WHITE STOP BAR (TYP.)

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 45.0'

LOADING DOCKS

OVERHEAD DOORS

3 PROPOSED 6" REVEAL CONCRETE CURB (SEE DETAIL)

STOP

PIN FOUND 0.14S 0.06W

PIN FOUND 0.52S 0.32W

S01° 05' 59"E

R=15.0' R=15.0'

STOP

R=15.0'

26.0'

R=15.0'

R=50.0'

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

SNOW STORAGE

FUTURE LOADING DOCK

URMC SIGN

45' FIRE TRUCK

PROPOSED 6" REVEAL CONCRETE CURB (SEE DETAIL)

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

36.0'

R=50.0'

26.0'

STONE FILTER STRIP

MAN DOOR

PROPOSED 9'x18' PARKING SPACE (TYP.)

BIO-RETENTION BASIN (4480 SF)

MAN DOOR

140.6'

1 2

120,000 S.F. MANUFACTURING WAREHOUSE

FIRE TRUCK TURNING MOVEMENT

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'

PROPOSED ACCESS DRIVE CENTERLINE 3

45' FIRE TRUCK

ZONED OP CORE AREA NORTH

348.3'

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

STORMWATER POND BOTTOM OF WET STORAGE

EMPLOYEE PARKING

20.0'

25.0'

REMOVE EXISTING CONCRETE CURB AND WIDEN RADIUS TO 50' AND INSTALL NEW CONCRETE CURB FOR WB-67 TRUCK ACCESS

S88° 54' 01"W R=100.0'

26.0'

SAWCUT TO CREATE A CLEAN SURFACE AND CONSTRUCT HEAVY DUTY ASPHALT PAVEMENT

837.00'

N88° 54' 01"E

26.0'

N01° 05' 09"W

FUTURE 120,000 S.F. HEADQUARTERS / MANUFACTURING

25.0'

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

EXISTING CENTERLINE DOUBLE YELLOW STRIPING

24.1'

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

ZONED OP CORE AREA NORTH

BLOCK SIGN W/ LANDSCAPING

FUTURE BIO-RETENTION (3,500 SF)

N

NORTH

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

1424.54'

80' X 20' BUILDING CANOPY 13

522.19'

R=10.0' OVERHEAD DOORS

MAN DOOR

MAN DOOR R=100.0'

MAN DOOR

R=10.0'

R=4.0' STOP

140.6'

DRIVE THROUGH LOADING DOCK

8' PRIVACY FENCE

R=4.0' R=15.0'

6' HIGH CHAIN LINK FENCELINE

3 FOREBAY

26.0'

R=100.0'

R=500.0'

SNOW STORAGE

R=100.0'

SNOW STORAGE

LIMITS OF CENTERLINE DOUBLE YELLOW STRIPING

S82° 24'

46"W LINE

.15

77+82

K FENCE

HAIN LIN

6' HIGH C

5' @ 4

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

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

245.41' @

20 Width Track Lock to Lock Time Steering Angle

: 8.167 : 8.167 : 5.0 : 45.00

469+70.7

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

559.41'

341.79'

FIRE TRUCK TURNING MOVEMENT

EMERGENCY VEHICLE MOVEMENT PROFILE 226.3

S88° 20' 59"W

R=100.0'

106.0'

BIO-RETENTION SWALE (4,175 SF)

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

IRONDEQUOIT WAYNE COUNTY EXPRESSWAY NEW YORK STATE ROUTE 104. PROJECT MANAGER

NO.

DATE

REVISION

BY

CHKD.

APVLS.

A

ER I NE

PR

OFE

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

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.

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

OH

389.06

W

OH

CONCRETE GUTTE R W APPROXIMATE LOC W ATION WATER MAIN OH OH

OH

WV

WTG=392.02

C.O.

WV W

C.O.

TG=391.18 S. INV=388.03 12" HDPE

12" HDPE W

OH

CONE TRASH RACK GRATE

W 387.98

OH

G

W

Y

OH

24"x36" ARCH RCP 385.51

TG=389.14 G

G

385.83

12" RCP

W

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

8" CONNECTION TO EXITING STORMSEWER INV. 389.16

G

D H

OH

PROVIDE CLEAN OUT

G

D

389.00

D

W

OH

RGE 42C

W

OH

24"x36" ARCH RCP

TG=389.20 W OH

OH

G

W

W OH

OH

385.77

PLEASE NOTE THE FOLLOWING INFORMATION

RGE 42A

398.00

385.80

C.O.

6" X 24" OPENING

386.29

E

RIM=389.16

" 12

6.3 8

P CM

D 6"

"H D

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

18" HDPE @ 0.4%

PV

C

396.00

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.

DP E

396.50

3" MULCH LAYER

DATA SUPPLIED BY THE MCWA LOCATION: ISSUE DATE: STATIC PRESSURE = ___ P.S.I. OBSERVED FLOW = ______ G.P.M. RESIDUAL PRESSURE =______ P.S.I. Q 20= _______G.P.M.

G

RIM=389.66 385.56

6" PVC INV=387.41

W OH

RGE 42B

962 LF OF 8" PVC @ 0.4%

HYDRANT FLOW TEST DATA

385.29

G

W

G

Y

G

H

OH

W

G

W

OH

389.61

OH

W

OW) PARKWAY

OH

W

TG=391.91 G

OH

PUBLISHER'S (60' R

387.98

W

D

W

OH

APPROXIMATE LOC ATION 6" GAS MA IN G

G

E

OH

D

W

12" HDPE

G

END UNDER ICE END UNDER ICE 24" HDPE INV=387.29

W

388.01

OH

INV. 395.50

N

W

G

30" FILTER MEDIA LAYER

PRECAST CONCRETE STRUCTURE

G

OH

ASPHALT PARKING LOT

NORTH

F

GROUT INVERT

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

W

8" DRAINAGE LAYER

G

F

ONE STORY BLOCK AND METAL BUILDING

C.O.

390.70

OH

TG = 395.00

F

W

PROVIDE CLEAN OUT

393.19

8" PVC @ 0.4%

G

C.O.

OH

100

EMPLOYEE PARKING

RETENTION POND

F

W

GRAVEL AREA

OH

G

SHED

F

W

24" HDPE INV=385.76

386.63 RIM=390.41

SHED

G

OH

F

W

HARD (66' ROW) ROAD

148

E DP

24" HDPE

"H 15

387.15

.36 D

7 38

388.04

FUTURE 60,000 S.F. ADDITIONAL MANUFACTURING

TG=391.91 388.16 389.06

G

18" HDPE TG=391.95

OH

BLOCK SIGN W/ LANDSCAPING

F

W

GRAVEL DRIVE

18" HDPE INV=389.70

G

RGE 46 RTC 20

W

APPROXIMATE LOCATION OF LIGHTOWER UNDERGROUND FIBER OPTIC

12" HDPE INV=392.35

F

393.17

12" HDPE 393.51 393.61

393.17

E

W E

F OH

G

TG=396.12

URMC SIGN

WV

E

EXISTING POND DISCHARGE STRUCTURE

HD

PE

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

INV=393.06 INV=393.25

RETENTION POND

RTC 19

8" DIP COMBINED SERVICE

D/S TAP

D1 4' DIA M.H. RIM=-4.5

E

78'-12" HDPE @ 0.40%

SYMBOL LEGEND

G

12" HDPE

DRAINAGE MANHOLE

W

CATCH BASIN

Y

G

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

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.

G

F

OH

117'-8" HDPE @ 0.43%

397.00

W

E

W

F

50'-18" HDPE @ 0.40%

117'-8" HDPE @ 0.43% DB-1A END SECTION INV=396.50

DC END SECTION INV=395.00

6" PERFORATED HDPE UNDERDRAIN INV 393.10 DC-1 2'x2' INLET TG=398.0 117'-8" HDPE @ 0.43%

395.00

395.20

G

W

6" PVC PRIVATE FIRE MAIN

WM

DB END SECTION INV=395.00 396.50

FFE 400.20'

WS

G

8" X 6" REDUCER

LIGHT POLE UTILITY POLE WITH LIGHT

GAS SERVICE

FLAG POLE MAILBOX

MB

SPRINKLER HEAD

BOLLARD

WATER VALVE

POST

WATER SERVICE

SIGN

HYDRANT

SIGN SIGN

WATER METER WELL

TURNING ARROW

MONITOR WELL

HANDICAP

BORE

STOP BAR

CABLE TV PEDESTAL

TREE DECIDUOUS

SIGNAL POLE

TREE CONIFEROUS

UTILITY POLE

BUSH AC

GUY WIRE

W

397.00

LAMP POST

GAS METER

G

DB-1 2'x2' INLET TG=398.0

CLEAN OUT

F

W

8" PVC COMBINED SERVICE TO MECHANICAL ROOM

TRAFFIC CONTROL CABINET

SPRINKLER VALVE

PROPOSED STORMWATER WET POND STATIC ELEV.= 395.00'

395.00

395.20

SANITARY MANHOLE

F

PROPOSED PRIVATE HYDRANT

PEDESTRIAN POLE

SV

WV

SANITARY UTILITY LATH

G

ELECTRIC PULL BOX

TELEPHONE UTILITY LATH

W

G

DC-1A END SECTION INV=396.50

TRAFFIC PULL BOX

ELECTRIC UTILITY LATH

T

TRANSFORMER

CABLE UTILITY LATH

W

C.O.

TR

LINE LEGEND

D

H

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

G

W

PROVIDE CLEAN OUT

Y

6' HIGH CHAIN LINK FENCELINE

W

D/S TAP

W

WV

W

H

D

W

FOREBAY

EXISTING WATER MAIN, VALVE, & HYDRANT. EXISTING SANITARY SEWER, & MANHOLE. EXISTING DRAINAGE SEWER, FIELD INLET, INLET MANHOLE, MANHOLE, & END SECTION.

G

W

PROPOSED PRIVATE HYDRANT

GAS UTILITY LATH WATER UTILITY LATH

TELEPHONE PULL BOX

6" PVC PRIVATE FIRE MAIN

AIR CONDITIONING UNIT

W

PULL BOX

50'-18" HDPE @ 0.40%

396.50

6" PVC PRIVATE FIRE MAIN

TELEPHONE PEDESTAL

W

H

DA-1A END SECTION INV=396.50

TELEPHONE MANHOLE

MANHOLE

GAS VALVE

SH

ELECTRIC METER

PHONE BOOTH

GV GS

ELECTRIC MANHOLE

END OF PIPE

GM

BIO RETENTION BASIN BOTTOM 396.00 TG = 396.50 UNDERDRAIN INV. =393.10

396.50

T TP

END SECTION

W

C.O.

51'-18" HDPE @ 0.40%

E EM

INLET DRAINAGE MANHOLE

OH

S: CONNECT TO EX. STRUCTURE INV=390.51

E

393.10

395.00

395.20

12" HDPE

F

12"

W

OH

E

W

WVS

F

0 393.00

W

E

TG=397.11 RIP-RAP

W

20'-6" PVC @ -10.00%

DA END SECTION INV=395.00

DA-1 2'x2' INLET TG=398.0

D/S TAP

120,000 S.F. MANUFACTURING WAREHOUSE

E

D3 DISCHARGE STRUCTURE (SEE DETAIL)

D

8" PVC COMBINED SERVICE Y

D2 4' DIA M.H. RIM=398.5

12" HDPE (SW. END NOT FOUND)

393.27 393.48

TG=396.65

8" HDPE

D

Y

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

C.O.

397.00

D/S TAP

D 39 E

392.77

8" PVC 393.15 393.16

E

395.58

DF END SECTION INV=395.00

W

STUB WATERMAIN FOR FUTURE CONNECTION

D

FOREBAY

395.00

393.80

90 3.

393.10

6" PVC SDR-21 SANITARY LATERAL 1.00% MIN. MAINTAIN 18" MIN SEPARATION

393.78

W

8" PVC

390.31 S RIM=397.31 12" HDPE

APPROXIMATE LOCATION 2" GAS MAIN

C.O.

394.50

S 39

C.O.

202'-12" HDPE @ 0.40%

393.33

390.41

H

C.O.

467'-10" PVC @ 0.30%

W

12" HDPE

393.06

TG=395.70

12" HDPE

W

0 5.

W

PROVIDE CLEAN OUT

W

D

MAINTAIN 18" MIN SEPARATION

IN

'M

DF-1 D 5' DIA M.H. 395.35 RIM=398.9 S3 4' DIA M.H. RIM=398.8

H

PROVIDE CLEAN-OUT INV=394.500

PROVIDE CLEAN OUT

5. W 394.59

394.6

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

395.45

MAINTAIN 18" MIN SEPARATION

W

20'-24" HDPE @ 0.40%

30 LF OF 12" WIDE TRENCH GRATE TG = 396.00

1.8

PE

393.21

12" HDPE 390.46 RIM=397.31

TG=395.52

D

MAINTAIN 18" MIN SEPARATION DF-2 INV=395.53

PROPOSED PRIVATE HYDRANT

53'-12" HDPE @ 0.40% MAINTAIN 18" MIN SEPARATION

395.0

FUTURE 120,000 S.F. HEADQUARTERS / MANUFACTURING

300'-8" PVC @ 0.40%

S

393.15

TG=395.57 392.51 392.62

TG=396.56

W

393.33

W

12" HDPE

393.33

S 391.71

12" HDPE INV=392.61

393.33

61'-12" HDPE @ 0.41%

393.43

188'-8" PVC @ 1.06%

G

TG=396.48

W

8" PVC @ 0.4%

DE-1 2'x2' INLET TG=397.8

S2 4' DIA M.H. RIM=398.3

C.O.

8" DIP MCWA MAIN

8" PVC COMBINED SERVICE

WV

MAINTAIN 18" MIN SEPARATION

F OH

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

PROVIDE CLEAN OUT

F

APPROXIMATE LOCATION OF MONROE COUNTY UNDERGROUND FIBER OPTIC

D

Y

EXISTING OVERHEAD UTILITIES EXISTING TELEPHONE

BIO RETENTION SWALE 6' WIDE NE FENCELI

EXISTING ELECTRIC EXISTING GUARD RAIL

77+82

K

HAIN LIN

6' HIGH C

EXISTING UNDERGROUND UTILITIES EXISTING GAS

5' @ 4 226.3

PROPOSED PRIVATE HYDRANT

TREE,HEDGE,EDGE OF WOODS

.15

EXISTING SWALE

245.41' @

BARBED WIRE,STOCKADE,CHAIN LINKED FENCE

410

EXISTING CONTOUR

469+70.7

x 420.4

EXISTING SPOT ELEVATION @ X CONCRETE PAD/ CONCRETE SIDEWALK

IRONDEQUOIT WAYNE COUNTY EXPRESSWAY NEW YORK STATE ROUTE 104.

NO.

DATE

REVISION

BY

CHKD.

APVLS.

A

ER I NE

PR

NG

0 9 6 1 84

E

ED

( IN FEET ) 1 inch = 50 ft.

BOUNDARY

C

NS

200

C

100

DRAWN BY

ST

TE EL O R I T Y H

OF NEW

HA

TITLE OF PROJECT

S.J.C. RK O IE

GRAPHIC SCALE 50

PROJECT MANAGER

L I CE

MI

OH

12" HDPE

G

OFE 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.

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

TG=389.14

TG=391.18 S. INV=388.03 12" HDPE

TG=392.02

395

ACCESS ROAD

393

D

CONCRETE GUTTE R

394

PARKING LOT 2 39

TG=391.91

393

405

388

405

400

D

396

397

D

RIM=389.66

N

RIM=391.46 N. INV=388.03 12" HDPE

TG=389.20

RGE 42C

394

RGE 42B

393

398

8" HDPE ROOF LEADERS

390 2+00 2+24

1+00

RIM=389.16

D

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

394

NORTH

394

10" DRAINAGE LAYER 18" HDPE CULVERT

393

399

390

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

390 0+00

RGE 42A

395

392

395

38 7

38 8

38 9

395

D RIM=391.76

39 8

9 39

1 39

7 39

0 39

389

388

387

396

395

40 3

40 0

3 40

ASPHALT PARKING LOT

ONE STORY BLOCK AND METAL BUILDING

39 8 39 7

397

FUTURE STORMWATER POND

39 7

394

395

6 39

395

393

39 6

TEMPORARY SEDIMENT BASIN 2,200 SF 5' DEEP 100

EMPLOYEE PARKING

397

GRAVEL AREA

388

LO D

D LO

389

397

398

3 94

SHED

RETENTION POND

39 3 1 90

8 39

LOD

RIM=390.41

399

D 387

400

0 40

SHED

7 39

LOD

0 0.4 40 X X .00 0 0 4

392

393

148

399

3 39

391

3 RGE 46 RTC 20

39 2

5 39

LOD

39 4

LOD

SF LOD

396

SF

LOD

SF 396

398

397

LOD

SF 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. 398

7 39

395

390

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.

LOD

X 0

LOD

SF LOD

399

CONSTRUCTION ENTRANCE

SF

20' WIDE STONE SPILLWAY (394.80')

400

TREE LINE TO BE TRIMMED BACK TO THE PROPERTY LINE

LEGEND

6' HIGH CHAIN LINK FENCELINE

396.20

ENCH

AQUATIC B

4 39 5 39 9 39

396

397

LOD

PROP. GUTTER AND CATCH BASIN EXISTING LIGHT & UTILITY POLES EXIST. TREE, HEDGE, EDGE OF WOODS

5' @ 4

EXIST. TREES TO BE PRESERVED SWALE, WATER, CREEK OR STREAM

77+82

HAIN

6' HIGH C

399

LOD

CHECK DAM (TYP.) CELINE LINK FEN

9 39

SILT FENCE (TYP.)

LOD

SF

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

0FOREBAY 2 39 394

398

0 9.7 39

390

40 0

398.75 X

.10

LOD

LO D

LOD

8.9

X 398.35

LO D

LIMITS OF DISTURBANCE / TREE CLEARING (TYP.)

396

STORMWATER MANAGMENT FACILITY FOREBAYS TO SERVE AS A SEDIMENT BASIN

SF

LOD

399

AQUATIC BENCH

397

398

LO

D

400

LOD

399

LOD

394 395

SF

399 LOD

LOD

397

D

397 LOD

RETENTION POND

226.3

LOD

X

396.20

395 398

39 9

RETENTION POND

SF

LO

X

LOD

D

LOD

397

LOD

X

399

LO D

LOD

.7 99

LOD

SF SF

.60

LOD

39 9

RTC 19

X 398.20 X .60 398

397

X 400.10

400.10 X

394

397

X

X .90 399 39 9.5 0X

BC

X

39 8

X

0 X 00.1 4 C B

3' CURB BREAK

X

39 7

400 . 90 399 39 9.5 0X

400

X

8.0

URMC SIGN

RPZ

395

D3 DISCHARGE STRUCTURE (SEE DETAIL)

398

LOD

.6 399 0 4 . 9 39

3' CURB TAPER

.10 00 .60 4 TC 399 BC

6 39

5 X

X

.00 398 X 5 . 0 398

397

LOD

FFE 400.20 401

8.5

X TC 400.10 BC 399.60

0 2 9.1 39 X X .40 399

DC END SECTION INV=395.00

3' CURB BREAK

X

3 DC-1A END SECTION INV=396.50 397

401

DB END SECTION INV=395.00

395

X

.0 98

398

9 39

.50 398 X X .90 398

394

395

TG=396.65

D2 RIM=398.5 DE END SECTION INV=395.00

397

DC-1 2'x2' INLET TG=398.0

396

CHECK DAM (TYP.)

3' CURB BREAK .00 398 X X 8.50 39

395

X TC BC 400.10 399 .60

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

394

399

LOD

400

X TC 399.60 BC 399.60

.50 398 X .90 398

PROPOSED STORMWATER WET POND STATIC ELEV.= 395.00'

394

TG=398.0

STONE END SECTION PROTECTION (TYP.)

390

LOD

0 9.1 39 X X .40 399

X

397

FFE 400.20

40 0

DA END SECTION INV=395.00

390

FFE 400.20

120,000 S.F. MANUFACTURING WAREHOUSE

20' WIDE STONE SPILLWAY (394.80')

.00 398 X .40 398

396

TG=397.11

X

LOD

TG=396.12

RIP-RAP

DB-1 96 2'x2' INLET

LOD

398

397

MATCH GRADE OF 397 EXISTING DRIVEWAY 397

398

X

X 397.58 SF D

S

S RIM=397.31

RIM=397.31

LOD

396

. 399

SF

LOD

TG=395.70

TG=395.52

397

AQUATIC BENCH

X TC 400.10 BC 399.60

X

397

X

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

397

0 X

3' CURB BREAK

AT GRADE LOADING DOCK

9.1

398.0

397

S

TG=395.57

396

TG=396.56

X

FFE 400.20 RECESSED LOADING DOCK

400.10

398

LOD

396.20

390

396.10

397

398

399

396.20

.50 398 0 X X .9 398

400

399.90

399

X .50 398

D

X T C BC 3400.10 99.6 0

8 39

399

400

90 395 394 3

399

X

395 394

LOD

. 399

399

X

D-UD RIM=397.9

396

FOREBAY 1

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

395

SF

399395

X .70 8 9 3

398 .50

SF

0 X

396

LOD

SF 40

0 9.1

CONCRETE WASH OUT

SF

X

X .90

LIMITS OF DISTURBANCE / TREE CLEARING (TYP.)

RETAINING WALL

S

S3 RIM=398.8

INLET PROTECTION REQ'D

X

SF

LOD

397

LOD

9 39

398 DF END SECTION INV=395.00

SF

X

D

SILT FENCE (TYP.)

398 .50 X

SF

DE-1 TG=397.8

TG=396.48

X

394

X3 99.

DF-1 RIM=398.9

TW 399.0 BW 394.0

TW 398.5 BW 394.0 INLET PROTECTION REQ'D

S

DF-2 END SECTION INV=395.53

SF

S2 RIM=398.3

TW 398.5 BW 394.0

TW 399.0 BW 394.8

D

400 396 LOD

9.4 39 X X .00 399

TW 399.0 BW 395.0

LOD

LO

LOD

FUTURE 120,000 S.F. HEADQUARTERS / MANUFACTURING

MODULAR RETAINING WALL

394

TEMPORARY STOCK PILE LOCATION TO BE WRAPPED IN SILT FENCE

400

394

395

0 0.4 40 X X .00 400

LOD

4 39

400

392

395

396

397

398

9 39

396

401

BLOCK SIGN W/ LANDSCAPING

393

GRAVEL DRIVE

400

TG=391.95

39 9

399

LOD

0 40

395

LOD

9.4 39 X X .00 9 9 3

TG=391.91

393

396

LOD

400

LOD

FUTURE 60,000 S.F. ADDITIONAL MANUFACTURING

HARD (66' ROW) ROAD

EXISTING CONTOUR

.15

410

245.41' @

9 39

400

398

399

400

401

402

420 x 4

EXIST./PROP. SPOT ELEVATION @ X

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

469+70.7

399

420 x 4

PROPOSED CONTOUR

FILTER FABRIC DROP INLET PROTECTION

IRONDEQUOIT WAYNE COUNTY EXPRESSWAY NEW YORK STATE ROUTE 104. PROJECT MANAGER

NO.

DATE

REVISION

BY

CHKD.

APVLS.

A

ER I NE

PR

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

OFE 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.

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

BUILDING

LANDSCAPE NOTES

AMELANCHIER X GRANDIFLORA 'AUTUMN BRILLIANCE'

AUTUMN BRILLIANCE SERVICEBERRY

1.75-2" CAL

BB

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

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

BETULA NIGRA

HERITAGE RIVER BIRCH

3-3.5" CAL

BB

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

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 C.O. OF ALL PLANT MATERIAL AND SHRUB BEDS.

SHRUBS 17

CORNUS SERICEA

BLOODTWIG DOGWOOD

MIN. 30"

CONT.

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

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.

ROSA MEIGALPIO

RED DRIFT ROSE

MIN. 24"

CONT.

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

G

TREES

100

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

BACKFILL WITH APPROVED PLANTING MIXTURE, SEE SPECIFICATIONS OR LANDSCAPE NOTES

SCARIFY BOTTOM & SIDES OF PIT

BED WIDTH VARIES

UNDISTURBED SUBSOIL

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

SHRUB PLANTING DETAIL

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'

RETENTION POND

SEED MIX

LBS/ACRE 35 35

%BY PURITY 85 97

%GERM 85 80

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.

SEEDING RATE

6.0 POUNDS PER 1,000 SQUARE FEET

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

MULCH

STRAW OR WOOD FIBER MULCH APPLIED AT THE RATE OF TWO TONS PERRIM=390.41 ACRE

ABBREVIATIONS

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

NOTES

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

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

D 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.

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

OH

G

14. ALL TREES INDICATED TO REMAIN SHALL BE PROTECTED DURING CONSTRUCTION OPERATIONS.

FUTURE 60,000 S.F. ADDITIONAL MANUFACTURING

F

TG=391.91

TG=391.95

G

W

BLOCK SIGN W/ LANDSCAPING

HARD (66' ROW) ROAD

W

F

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.

148

NORTH G

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.

11. STAKE TREES IMMEDIATELY AFTER PLANTING.

NOT TO SCALE

'Pennfine' Perennial Rye Grass 'Pennlawn' Red Fescue 'Baron' and 'Midnight' Kentucky Bluegrass

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

SHED

F W

GRASSES, PERENNIALS, GROUNDCOVER

G

SHED

FINISHED GRADE, EDGE PER PLANTING BED EDGE TREATMENT DETAIL

NOTE

ALL DISTURBED LAWN AREAS SHALL RECEIVE 6" TOPSOIL AND PERMANENT LAWN HYDROSEED MIX.

G

F

MYCOR TREE SAVER

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

F

W

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" SAUCER RIM (SEE PLANTING BED EDGE DETAIL)

MATURE SIZE

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

EMPLOYEE PARKING

ROOT

SIZE

F

ALL PLANTING BEDS SHALL BE FREE OF CONSTRUCTION DEBRIS.

COMMON NAME

OH

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.

BOTANICAL NAME

KEY

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 ALL PLANTS C.O. THE AMERICAN STANDARD FOR NURSERY STOCK, BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION ANSI Z60.1.

OH

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

QTY

OH

C.O.

N

OH

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

PLANT SCHEDULE

W

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

W

NOTES:

OH

GRAVEL DRIVE

F F

G

OH OH

F

G

W

RGE 46 RTC 20

W

F

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.

TG=396.48

TG=395.57

TG=396.56

S

WV S

S RIM=397.31

RIM=397.31

W

E

D

W

RPZ

E

F

WV

E

TG=396.65

G

W

TG=396.12

W

OH

W

WV

S

FUTURE 120,000 S.F. HEADQUARTERS / MANUFACTURING W

TG=395.70

TG=395.52

F

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

G

C.O.

TYPICAL TREE PLANTING DETAIL

D

F

RETENTION POND

RIP-RAP

E

OH

W

G

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

D

W

FOREBAY

Y

STOP

W

F

Bn 1

D

STOP

E

OH

G

W

E

STOP

C.O.

Y

Hs 8

Ag 2

C.O.

D

H

W

OH

G

H

W

D

F

S

W

TG=397.11

W E

RTC 19

URMC SIGN

E

Cs 6 W

Rm 8

W

F

Bn 1

W

G F

W

Ca 5

PROPOSED STORMWATER WET POND STATIC ELEV.= 395.00'

E

Bn 1

F

Y

W

Bn 1 G

Cs 7

F

W

120,000 S.F. MANUFACTURING WAREHOUSE

G

W

Bn 1

STAMPED CONCRETE

W

W W

Ca 6

C.O. W

W

Cs 4

G

Bn 1

W

Ag 3 G

Rm 12 W H

D

STOP Y

G

6' HIGH CHAIN LINK FENCELINE

W

BED EDGE (TYP.)

LEGEND

W

FOREBAY W

W

Y

G

H

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

W

D

WATER SURFACE IN THE STORMWATER MANAGEMENT FACILITY

226.3 7 5' @ 4

E ENCELIN

7+82.

KF HAIN LIN 6' HIGH C

RIVER STONE CHANEL

245.41' @ 4 469+70.7

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

479+0

CENTERLINE PER N.Y.S.D.O.T. APPROPRIATION MAPS OF IRONDEQUOIT-WAYNE COUNTY LINE EXPRESSWAY

IRONDEQUOIT WAYNE COUNTY EXPRESSWAY NEW YORK STATE ROUTE 104.

PROJECT MANAGER

( IN FEET ) 1 inch = 40 ft. NO.

DATE

REVISION

BY

CHKD.

APVLS.

H

160

ST I C

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 002574 O Y E O F N EW

RK

RA

CO

K

D

DSCA P LA N E I T ECT CH AR I N G

GRAPHIC SCALE

ST

REG I ST ER E SA

H

D

E

G

5' WIDE RIVER STONE CHANNEL (TYP.)

Ca 6

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

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"

W

148

SIDE VIEW

FRONT VIEW

FUTURE 60,000 S.F. ADDITIONAL MANUFACTURING

OH

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)

HARD (66' ROW) ROAD

20'-0"

F

OH

7.88"

2.73"

G

W

D

EXISTING LIGHT POLE

RD2

G F

RD2

1.0

0.50

D

W

E

D

1.0 E

1.0 W

W

E

0.50

E

URMC SIGN

RETENTION POND

F

W

0.50

W

E

1.0

W

E

0.5

WV S

G

1. W

W

0.50W

RD2

S

F

RD2

1.0 W

S

1.0

RD2

OH

S

RD2

FUTURE 120,000 S.F. HEADQUARTERS / MANUFACTURING

1.0

W

1.0

0.50

0.50 1.0

0.50

WV

0.50

RIP-RAP

G

E

OH

D

E

W W

S

W

Y

OH

G

H

D

F

RD2 W

0.50

OH

W

STOP

2.0

STOP

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

D

G

1.0

F

STOP

0.50

W

1.0

W

E

W

E

2.0

F

W

PK3D 1.0

G

1.0

W

2.0

W

E

0.50

2.0

1.0

0.50

0 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

50 0.

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

50 0.

W

2.0

W

0.50

W

0.50

W

1/2" CHAMFER ALL EDGES OF CONCRETE BASE

W

0.50 2'-0"

W

1.0

(SEE SCHEDULE)

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

5.0' (MIN.)

GROUNDING ROD

ANCHOR BOLTS SHALL BE AS RECOMMENDED BY MANUFACTURER. #4 BARS VERTICAL AT 6" O.C. EACH FACE #3 BARS AT 12" O.C. HORIZONTAL NOTES: -REFER TO ELECTRICAL SERIES DRAWINGS FOR CONDUIT & WIRING DETAILS.

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.

LITHONIA LIGHT POLE AND FIXTURE DETAIL NOT TO SCALE

PROJECT MANAGER

DATE

REVISION

BY

CHKD.

APVLS.

C

A NO.

ER I NE

PR

0 9 6 1 84

OF E

SS I

NG

ED

( IN FEET ) 1 inch = 40 ft.

BOUNDARY

NS

160

E

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

L O NA

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

5F

IN. .M

T. T

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

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 m 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

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

SIDEWALK

T. 5F

PAVEMENT AS SPECIFIED TACK COAT PRIOR TO PAVING

5F (M T. IN. )

.) IN

(M

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" (T

ROCHESTER, NEW YORK

NOT TO SCALE YP

BEND ELEVATION

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.

H

BOND BREAKER REBAR (TYP)

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

TITLE OF PROJECT

S.J.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

W

(BID ALTERNATE, COMPACTOR PAD)

6" MJ GATE VALVE

DME 14

1'-6"

BEND

BOND BREAKER

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

3" (TYP)

W A

ROCHESTER, NEW YORK

SANITARY SEWER MAIN, LATERALS OR STORM DRAIN

H

W

CL

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

UNDISTURBED SOIL

GRADE

TYPE 7 SELECT FILL FOR WIDTH OF HYDRANT TRENCH

UNDISTURBED SOIL

TEE ELEVATION

WATER MAIN BEND

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

TEE PLAN

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

UNDISTURBED SOIL BOND BREAKER

SHEET OF POLYETHYLENE ENCASEMENT OVER TYPE 7 SELECT FILL

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

CONCRETE THRUST BLOCK

)

A

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 w/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)

PAVEMENT ELEVATION & DIMENSION REFER TO THIS POINT

CONCRETE TO BE PAINTED "SAFETY YELLOW"

CURB RAMPS

4' MIN. 5' MAX.

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

(SEE NOTE 10)

RA

PROPERTY LINE

1'-4"

1'-2"

1'-4"

RB 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

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.

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

LANDING

10"

1/2 TRAVEL LANE

N. WHITE PAINT SYMBOL

GENERAL

MI

6" MIN.

BLUE PAINT FIELD

OFE 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.

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' MAX. C. TO C. EXISTING GROUND

FILTER CLOTH

5:1

LIMITS OF PLANT PIT

MOUNTABLE BERM (OPTIONAL)

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

PROFILE

10'MIN.

EXISTING GROUND 12'MIN.

PERSPECTIVE VIEW

PLAN VIEW

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

COMPACTED SOIL 2.

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

3" SAUCER RIM (SEE PLANTING BED EDGE DETAIL)

FINE GRAVEL FACE (1'MIN. THICKNESS)

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" MAXIMUM 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 SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT.

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.

PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT.

WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED 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.

18" (MIN.)

SECTION VIEW

"DOUGHNUT" DETAIL

UNDISTURBED SUBSOIL

SHRUB PLANTING DETAIL NOT TO SCALE

FINISHED GRADE BEDLINE TRENCH

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

MAXIMUM DRAINAGE AREA 1 ACRE

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

1 (TYP.)

BACKFILL WITH APPROVED PLANTING MIXTURE, SEE SPECIFICATIONS OR LANDSCAPE NOTES

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, MIXERS, AND HOPPERS OF THE DELIVERY VEHICLES UNLESS SUCH A FACILITY WILL BE USED AT THE SOURCE OF THE CONCRETE.

1 (TYP.)

1.0'

1 (TYP.)

5' (TYP.)

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 EXCEED 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.

1 (TYP.)

10.0'

3 X 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.

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.

FOREBAY 1

= 394.80

FOREBAY 2

= 394.80

12" (TYP.)

PLANTING BED EDGE TREATMENT 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

SILT FENCE DETAIL

STONE AND BLOCK DROP INLET PROTECTION DETAIL

CONCRETE WASHOUT DETAIL

DECIDUOUS TREE PLANTING LESS THAN 4" CAL. DETAIL

OVERFLOW WEIR DETAIL

NOT TO SCALE

OUTLET PIPE DIAMETER

D

PERFORATED PIPE, COLLECTION SYSTEM

OVERFLOW 'CATCH BASIN'

STONE FILLING

MULCHED PLANTING BED AS PER DRAWING

LAWN AS PER SPECIFICATION

BOTTOM ELEV.= 1

STABILIZED CONSTRUCTION ENTRANCE

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 & SIDES OF PIT

BED WIDTH VARIES

MYCOR TREE SAVER

REFER TO MANUFACTURER'S SPECIFICATIONS FOR APPLICATION RATE-MIXED 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 MIXTURE, SEE SPECIFICATIONS OR LANDSCAPE NOTES

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

18" DIAMETER FILTREXX R SOXX TM (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.

Do+La

LENGTH

NOT LESS THAN 50 FEET (EXCEPT 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

MAXIMUM DEPTH OF CONTAMINATED WATER IS 50% OF CONCRETE WASHOUT HEIGHT.

2"x2"x36" WOODEN STAKES PLACED 5' O.C.

MYCOR TREE SAVER

REFER TO MANUFACTURER'S SPECIFICATIONS FOR APPLICATION RATE-MIXED 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'MAX.

3" SAUCER RIM (SEE PLANTING BED EDGE DETAIL)

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

STONE & BLOCK DETAIL

Do=3D

DROP INLET WITH GATE

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

CONSTRUCTION SPECIFICATIONS

EXISTING PAVEMENT

STONE SIZE

USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT.

ALL PLANTING BEDS SHALL BE FREE OF CONSTRUCTION DEBRIS.

18" DIAMETER FILTREXX R SOXX TM (ALSO AVAILABLE IN 8", 12" AND 24" DIAMETERS

SEDIMENT

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'MAX.

10'MIN.

36" MIN. FENCE POST

12'MIN.

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

FL

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

STONE & BLOCK PLAN VIEW

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/ MAX. 6" MESH SPACING)

2"x2"x36" WOODEN STAKES PLACED 5' O.C.

CONCRETE BLOCK

EXISTING 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 MAXIMUM 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 MIX (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 REQUIRED (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 NOXIOUS WEEDS. PLACEMENT OF THE PLANTING SOIL SHOULD BE IN LIFTS OF 12 TO 18", LOOSELY COMPACTED (TAMPED LIGHTLY WITH A DOZER OR BACKHOE BUCKET) THE SPECIFIC CHARACTERISTICS ARE PRESNTABLE IN TABLE H.2.

NOTE

BIORETENTION PLANTING SOIL AND MULCH SPECIFICATIONS ARE PER APPENDIX 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 EQUAL

SEE CA110 TYPICAL SECTION

ELEV=A

WATER QUALITY

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

V 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 SECTION STABILIZATION 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) @ 370.0

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

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

BIO RETENTION DETAIL NOT TO SCALE

PROVIDE ELASTOMERIC SLEEVE FOR PIPE CONNECTION, FERNCO OR APPROVED EQUAL

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

1 DIA. SMOOTH INTERIOR CORRUGATED POLYETHYLENE DISCHARGE PIPE

RISER BASE (SEE DETAIL) CIRCULAR CORRUGATED METAL RISER

BOTTOM OF BASIN (STATIC - 4.0')

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"

DISCHARGE POINT 18"

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

48"x48" 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.

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

DIA. OF OUTFLOW PIPE

DIA. OF RISER PIPE

REQUIRED SILT STORAGE ELEVATION

D-3

398.0

395.0

12"

18"

396.0

NORTH SWALE

398.0

394.0

12"

18"

394.0

TEMPORARY DISCHARGE STRUCTURE DETAIL - SEDIMENT BASIN

RISER BASE DETAIL (FOR TEMPORARY DISCHARGE STRUCTURE) 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

STONE DIAPHRAGM STORMWATER PRETREATMENT

PROJECT MANAGER

BY

CHKD.

APVLS.

A

ER

MI

C

ST

H

REVISION

BOUNDARY

I NE

PR

NG

0 9 6 1 84

E

ED

DATE

DRAWN BY

C

NS

NO.

TE EL O R I T Y

L I CE

OF NEW

HA

TITLE OF PROJECT

S.J.C. RK O IE

OFE 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.

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

01/13/2025 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

CA501

SHEET 10 OF 10

End of document