FINALfor SITE PLANS
PIRANHA RENTS IN WEBST FIVE MILE LINE ROAD SITUATE IN:
TOWN OF WEBSTER- MONROE COUNTY - STATE OF NEW YORK
D YB LV KC BL AC
OA ER
G
RID
LOCATION MAP NOT TO SCALE
ROCHESTER LOCATION
39 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5 - 4 5 8 - 7 7 7 0 ITHACA LOCATION
840 HANSHAW RD, STE 6 ITHACA, NY 14850 6 0 7 - 2 4 1 - 2 9 1 7
COPYRIGHT ã 2025 MARATHON ENGINEERING
www.marathoneng.com
D
HARD ROAD
BJ'S WHOLESALE
LOWES WEBSTER
HE RR
FIVE MILE LINE ROAD
NORTH
EXPY Y T N U O C E N Y A EQUOIT W D N O IR 4 0 1 E T U RO
NYS RTE 104
ESCA
CHERRY BLVD GE
ITHACA LOCATION
RD
RID
3. TOWN BULK REQUIREMENTS ( § 350-19 ): 3.1. 3.2. 3.3. 3.4. 3.6.
LOT SIZE.......................................... FRONT SETBACK .......................... SIDE SETBACK ............................... REAR SETBACK .............................. MAX BUILDING COVERAGE...........
39 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5 - 4 5 8 - 7 7 7 0 840 HANSHAW RD, STE 6 ITHACA, NY 14850 6 0 7 - 2 4 1 - 2 9 1 7
www.marathoneng.com
REQUIRED PROVIDED 2 AC .......................................................... 7.9 AC 150 FT .......................................................... 150.3 FT 75 FT ........................................................... 107.4 FT 50 FT ........................................................... 510.8 FT 20% .............................................................. 1.3 %
5. TOWN PARKING REQUIREMENTS ( § 350-74 ):
(1)
REQUIRED ........................................ PROVIDED ........................................
14(1) 15
1 SP PER 175 GROSS FLOOR AREA (OFFICE/SHOWROOM) 1600 SF OFFICE & SHOWROOM / 175 = 10 SP
STANDARD ABBREVIATIONS
ENOUGH SPACES SO NO EMPLOYEES NEED TO PARK ON THE STREET 4 EMPLOYEES = 4 SP
GENERAL SITE PLAN NOTES 1.
THE NOTES AND INFORMATION PROVIDED ON THIS SHEET ARE APPLICABLE TO ALL "C" SERIES DRAWINGS. THE "C" SERIES DRAWINGS COVER SITE RELATED IMPROVEMENTS OUTSIDE THE BUILDING ENVELOPE. THE BUILDING ENVELOPE INCLUDES ALL AREA WITHIN 5' OUTSIDE OF THE BUILDING'S EXTERIOR WALL.
2.
THE EXISTING UNDERGROUND UTILITIES WERE PLOTTED BASED ON RECORD MAPPING SUPPLIED BY OTHERS. THE ENGINEER MAKES NO WARRANTY AS TO THE LOCATION, SIZE, TYPE, ELEVATION, AND/OR NUMBER OF EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF UTILITIES IN THE VICINITY OF THE NEW INFRASTRUCTURE.
3.
THE CONTRACTOR SHALL NOTIFY UDIG NY (1-800-962-7962) FOR A UTILITY STAKEOUT 48 HOURS IN ADVANCE OF COMMENCING WORK. STAKEOUT OF PRIVATE UTILITIES SHALL BE COORDINATED WITH THE OWNER.
4.
THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO EXISTING PAVEMENT, CURBS, WALKS, LAWNS, TREES, ETC. CAUSED BY THEIR CONSTRUCTION OPERATIONS. ALL DAMAGE SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR TO THE OWNER'S SATISFACTION AT NO ADDITIONAL EXPENSE.
5.
THE CONTRACTOR SHALL PROVIDE SATISFACTORY VEHICULAR ACCESS TO ALL ADJOINING PROPERTIES, PRIVATE ROADWAYS, PARKING FACILITIES, AND PUBLIC STREETS DURING CONSTRUCTION.
6.
PRIOR TO AND THROUGHOUT CONSTRUCTION, THE CONTRACTOR SHALL POST SIGNAGE IN CONFORMANCE WITH THE REQUIREMENTS OF THE LOCAL MUNICIPALITY AND OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA). JOB SAFETY AND MAINTENANCE AND PROTECTION OF TRAFFIC IS THE RESPONSIBILITY OF THE CONTRACTOR.
7.
8.
9.
FINALfor SITE PLANS
5.1. 5.2.
LEGEND:
ALL EXCAVATIONS SHALL BE BACKFILLED/BARRICADED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE AT THE CONCLUSION OF EACH WORKING DAY.
ADJACENT PROPERTY LINE
PUBLIC STREETS, PRIVATE DRIVES AND PARKING FACILITIES SHALL BE KEPT FREE OF FOREIGN MATERIALS. ALL AREAS SHALL BE SWEPT CLEAN AT THE END OF EACH WORKING DAY AND/OR AS DIRECTED BY THE OWNER'S ON-SITE REPRESENTATIVE.
EASEMENT LINE
CONSTRUCTION STORAGE - STORAGE OF EQUIPMENT AND MATERIALS SHALL BE WITHIN A SPECIFIED AND
SIGN
SECURED AREA AS DETERMINED IN CONTRACT DOCUMENTS OR AS SPECIFIED BY THE OWNER'S ON-SITE REPRESENTATIVE.
EXISTING POWER POLE
PROJECT PROPERTY LINE
RIGHT OF WAY (HIGHWAY BOUNDARY)
LIGHT POLE
10. PERMIT(S) - PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY PERMITS FROM THE APPLICABLE MUNICIPALITY OR AGENCY. THE CONTRACTOR IS RESPONSIBLE FOR ALL BONDS AND INSURANCES AND THE OWNER IS RESPONSIBLE FOR PERMIT FEES UNLESS OTHERWISE STATED IN THE OWNER/ CONTRACTOR AGREEMENT
STATE OFNEW YORK
FRANC WAY
HC - HIGH INTENSITY COMMERCIAL PROPOSED USE: CONSTRUCTION EQUIPMENT/RENTAL AND MAINTENANCE
BILLGRAY'S TAP ROOM
ROCHESTER LOCATION
TOWN OF WEBSTER
NORTH
2.1. 2.2.
BJ'S
FIVE MILE LINE ROAD MONROECOUNTY
2. ZONING DATA:
LOWES
AC K
FIVE MILE LINE RD PARCEL TAX NUMBERS: 79.10-1-2.1 OWNER: HEGEDORNS FAMILY LLC AREA: 7.943 ACRES
PVT DR
BL
FIVE MILE LINE RD
1. PARCEL DATA:
HARD RD
1.1. 1.2. 1.3. 1.4.
PIRANHA RENTS IN WEBSTER
N
EXISTING FENCE (DESCRIPTION) PROPOSED FENCE (DESCRIPTION) PROPOSED PARKING SPACE COUNT
11. INTERIM CONDITIONS - THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN POSITIVE DRAINAGE AWAY FROM BUILDINGS AND WITHIN PROJECT AREA TO A STABILIZED OUTLET THROUGHOUT THE CONSTRUCTION PERIOD. THIS MAY REQUIRE INTERIM GRADING, SHIMMING OF PAVEMENT ETC. THAT IS NOT SPECIFICALLY SHOWN ON THE PLANS AND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
CURB
PROPOSED SIDEWALK
12. SPECIFICATIONS - TECHNICAL SPECIFICATIONS, IF SUPPLIED AS PART OF CONTRACT DOCUMENTS, ARE INTENDED TO AID AND HELP DEFINE THE CONTRACTOR'S WORK SCOPE. IF DISCREPANCIES OCCUR THE CONTRACTOR SHALL REQUEST A CLARIFICATION.
CONSTRUCTION NOTES 1.
THE CONSTRUCTION STAKEOUT SHALL BE PERFORMED BY A LICENSED LAND SURVEYOR USING CONTROL PROVIDED ON THE "LAYOUT PLAN". THE BUILDING FOOTPRINT, DATED 06/21/25, WERE PROVIDED BY EF CUSTOM DESIGNS. DISCREPANCIES WITH BUILDING(S), CONTROL POINTS, AND/ OR TIE DIMENSIONS SHALL BE REPORTED TO THE DESIGN ENGINEER (PRIOR TO THE INSTALLATION OF IMPROVEMENTS) FOR COORDINATION AND CLARIFICATION.
2.
PROPOSED PAVEMENT
PROPOSED GRAVEL YARD
SCALE: DRAWN: DESIGNED: DATE: REVISIONS DATE
BY
1843-25 1"=50' RLB MPT 11/10/2025 REVISION
BOUNDARY INFORMATION WAS COMPUTED BY MARATHON ENGINEERING & SURVEYING OF ROCHESTER D.P.C.
3.
DIMENSIONS SHOWN, WHERE APPLICABLE, SHALL BE FROM THE FACE OF CURB UNLESS SPECIFICALLY CALLED OUT OTHERWISE.
4.
CLEARING AND GRUBBING SHALL BE LIMITED TO THE SITE BOUNDARIES OR WITHIN THE "WORK LIMIT LINE" AS DEFINED ON THE PLAN. TREES AND OBJECTS DESIGNATED FOR REMOVAL SHALL BE COORDINATED AND FIELD VERIFIED WITH PROJECT ON-SITE REPRESENTATIVE. ALL MATERIALS SHALL BE LEGALLY DISPOSED OF OFF-SITE OR RETURNED TO OWNER AS DIRECTED BY CONTRACT DOCUMENTS. ALL ITEMS NOT SPECIFICALLY CALLED OUT TO BE REMOVED SHALL REMAIN.
5.
THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITY WORK WITH OTHER SITE UTILITIES (I.E. GAS, ELECTRIC, LIGHTING, COMMUNICATIONS) TO AVOID POTENTIAL INSTALLATION CONFLICTS.
6.
AS DEFINED BY THE CONTRACT DOCUMENTS THE CONTRACTOR SHALL CONSTRUCT A SECURE STAGING AREA FOR STORAGE OF EQUIPMENT, MATERIALS, EMPLOYEE PARKING AND OFFICE SPACE. IF THE AREA/METHOD IS NOT SPECIFICALLY DEFINED ON THE DOCUMENTS THEN IT SHALL BE COORDINATED WITH THE OWNER'S ON-SITE REPRESENTATIVE.
7.
THE CONTRACTOR IS RESPONSIBLE FOR SUPPLYING THE OWNER OR ENGINEER WITH THE PRECISE LOCATIONS OF BLIND CONNECTIONS (I.E. WYE LOCATIONS), AS WELL AS THE CONFIGURATIONS OF LATERALS AND SERVICES TO FACILITATE THE CREATION OF AS-BUILT MAPS. THIS INFORMATION PROVIDED SHOULD BE ABLE TO BE RECREATED ON THE GROUND SURFACE, SUCH AS MEASUREMENTS FROM BUILT INFRASTRUCTURE OR COORDINATES ON THE PROJECT DATUM, OR AS AGREED UPON DURING THE PRECONSTRUCTION MEETING. ANY EXPENSES RELATED TO CONFIRMING UTILITY LOCATIONS THAT WERE NOT RECORDED DURING CONSTRUCTION WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.
8.
THE CONTRACTOR'S WORK SCOPE INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING AT PROJECT CLOSE-OUT TO THE SATISFACTION OF OWNER'S ON-SITE REPRESENTATIVE: l REMOVAL OF ANY CONSTRUCTION DEBRIS. l CLEANING PAVEMENT AND WALKWAY SURFACES. l RESTORATION OF ALL DISTURBED GRASS AND LANDSCAPED AREAS. l PROVIDING BONDS, GUARANTEES, CERTIFICATIONS, ETC. AS REQUIRED BY CONTRACT DOCUMENTS. l PROVIDING REDLINES FOR RECORD DRAWING. l COMPLETION OF FINAL PUNCH LIST ITEMS.
IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTIONOFTHEALTERATION.
O I R T O F UC T R O T N S N O C
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COPYRIGHT ã 2025 MARATHON ENG.
ROBERT P. BRINGLEY
DRAWING TITLE:
OVERALL PLAN
1 of 7 SHEET No:
C1.0
1843-25 JOB No:
DRAWING No:
PIRANHA RENTS IN WEBSTER
NORTH SURVEY NOTES
BOUNDARY INFORMATION WAS TAKEN FROM THE MAPS AND DOCUMENTS REFERENCED ON THIS SHEET.
4.
DATUM - THE VERTICAL DATUM IS NAVD88. THE HORIZONTAL DATUM IS NAD83 WESTERN ZONE.
5.
THE PROPERTY IS LOCATED IN ZONE 'X & AE' AND IS LOCATED GRAPHICALLY IN THE FLOODPLAIN AS SHOWN ON COMMUNITY PANEL No 36055C0228G, DATED 08/28/2008
REFERENCES 1. 2. 3.
HEGEDORN FAMILY PARTNERSHIP, L.P. TO HEGEDORN PLAZA LLC BY DEED FILED JANUARY 24, 2007 AS LIBER 10413, PAGE 76 LOWE'S HOME IMPROVEMENT CENTER WEBSTER, NEW YORK SUBDIVISION MAP FILED DECEMBER 20, 2002 AS LIBER 314, PAGE 70 LOWE'S HOME IMPROVEMENT CENTER - UTILITY PLAN PREPARED BY COSTICH ENGINEERING LAST DATED APRIL 24, 2003
PROJECT PROPERTY LINE ADJACENT PROPERTY LINE EASEMENT LINE REBAR, IRON PIN/PIPE & MONUMENT SIGN & 2 POST SIGN EXISTING FENCE SHRUB, CONIFER TREE & DECIDUOUS TREE EXISTING MAJOR CONTOUR
840 HANSHAW RD, STE 6 ITHACA, NY 14850 6 0 7 - 2 4 1 - 2 9 1 7
www.marathoneng.com
STATE OFNEW YORK
3.
ITHACA LOCATION
EXISTING MINOR CONTOUR SWALE EXISTING STORM MAIN, MANHOLE & INLET EXISTING SANITARY MAIN & MANHOLE EXISTING WATER MAIN, VALVE & HYDRANT EXISTING GAS MAIN, VALVE & GAS METER ELEC. MH, TRANSFORMER, EMETER & HANDHOLE UNDERGROUND ELECTRIC CONDUIT OVERHEAD WIRE, POWER POLE, GUY WIRE, & LIGHT POLE EXISTING TELEPHONE CONDUIT & STRUCTURE
SCALE: DRAWN: DESIGNED: DATE: REVISIONS DATE
BY
TOWN OF WEBSTER
THE CONTRACTOR SHALL NOTIFY DIG SAFELY NEW YORK (1-800-962-7962) FOR A UTILITY STAKEOUT 48 HOURS IN ADVANCE OF COMMENCING WORK. STAKEOUT OF PRIVATE UTILITIES SHALL BE COORDINATED WITH THE OWNER.
39 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5 - 4 5 8 - 7 7 7 0
FIVE MILE LINE ROAD MONROECOUNTY
2.
ROCHESTER LOCATION
FINALfor SITE PLANS
THE EXISTING UNDERGROUND UTILITIES WERE PLOTTED BASED ON RECORD MAPPING SUPPLIED BY OTHERS. THE ENGINEER MAKES NO WARRANTY AS TO THE LOCATION, SIZE, TYPE, ELEVATION, AND/OR NUMBER OF EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF UTILITIES IN THE VICINITY OF THE NEW INFRASTRUCTURE. · SANITARY SEWERS WERE PLOTTED FROM RECORD MAPS RECEIVED FROM THE TOWN OF WEBSTER ON 07/10/2025 · WATER SERVICES AND MAINS WERE PLOTTED FROM RECORD MAPS RECEIVED FROM MONROE COUNTY WATER AUTHORITY ON 07/07/2025 · STORM SEWER DATA WAS RECORDED IN THE FIELD BY MARATHON ENGINEERING ON 07/22/2025. · UNDERGROUND GAS SERVICES AND MAINS WERE PLOTTED FROM RECORD MAPS RECEIVED FROM RG&E ON 07/09/2025 · UNDERGROUND ELECTRIC LINES WERE PLOTTED FROM RECORD MAPS RECEIVED FROM RG&E ON 07/09/2025 · UNDERGROUND FIBER OPTIC LINES WERE PLOTTED FROM RECORD MAPS RECEIVED FROM CROWN CASTLE ON 08/12/2025 · UNDERGROUND TELEPHONE LINES WERE PLOTTED FROM CHARTER COMMUNICATIONS ON 07/09/2025 & FRONTIER TELEPHONE ON 08/01/2025
1.
1843-25 1"=30' RLB MPT 11/10/2025 REVISION
IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTIONOFTHEALTERATION.
O I R T O F UC T R O T N S N O C
N
COPYRIGHT ã 2025 MARATHON ENG.
ROBERT P. BRINGLEY
DRAWING TITLE:
EXISTING CONDITIONS & DEMOLITION 2 of 7 SHEET No:
V1.0
1843-25 JOB No:
DRAWING No:
PIRANHA RENTS IN WEBSTER
NORTH
ROCHESTER LOCATION
39 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5 - 4 5 8 - 7 7 7 0 ITHACA LOCATION
840 HANSHAW RD, STE 6 ITHACA, NY 14850 6 0 7 - 2 4 1 - 2 9 1 7
SCALE: DRAWN: DESIGNED: DATE: REVISIONS DATE
BY
TOWN OF WEBSTER
FIVE MILE LINE ROAD MONROECOUNTY
FINALfor SITE PLANS
STATE OFNEW YORK
www.marathoneng.com
1843-25 1"=30' RLB MPT 11/10/2025 REVISION
UTILITIES 1.
SANITARY
IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTIONOFTHEALTERATION.
1.1 MATERIALS · MAINS - PIPING SHALL BE POLYVINYL CHLORIDE (PVC) WITH ENDS SUITABLE FOR ELASTOMERIC GASKET JOINTS, AND A MINIMUM WALL THICKNESS OF SDR-35. PIPING AND FITTINGS SHALL MEET: · ASTM D-3034 (4" THRU 15") · ASTM F-679 (18" THRU 48") · LATERALS - PIPING SHALL BE POLYVINYL CHLORIDE (PVC) WITH ENDS SUITABLE FOR ELASTOMERIC GASKET JOINTS, AND A MINIMUM WALL THICKNESS OF SDR-21. PIPING AND FITTINGS SHALL MEET ASTM D-2241. · JOINTING MATERIALS - SHALL BE BELL-AND-SPIGOT WITH INTEGRAL PUSH ON TYPE ELASTOMERIC GASKET JOINTS, GASKET MATERIAL TO BE NEOPRENE MEETING ASTM D-3212. · MANHOLES - SHALL BE PRECAST CONCRETE WITH NEOPRENE GASKETS MEETING ASTM C-478 & ASTM C-443.
COPYRIGHT ã 2025 MARATHON ENG.
3. WATER 3.1 WATER SERVICE LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REGULATIONS AND SPECIFICATIONS OF THE WATER AUTHORITY.
3.2 WATER SERVICE LINES SHALL HAVE A MINIMUM OF FIVE FEET OF COVER FROM FINISHED GRADE IN LAWN AREAS AND SIX FEET OF COVER FROM FINISHED GRADE IN PAVED AREAS.
1.2 INFILTRATION/ EXFILTRATION - MAXIMUM ALLOWABLE INFILTRATION OR EXFILTRATION SHALL NOT EXCEED 100 GALLONS PER INCH DIAMETER PER MILE OF PIPE PER DAY FOR THE SANITARY SEWER. IF AN AIR TEST IS USED, THE TEST AS A MINIMUM SHALL CONFORM TO THE PROCEDURE DESCRIBED IN ASTM F1417 ENTITLED STANDARD PRACTICE FOR INSTALLATION ACCEPTANCE OF PLASTIC NON-PRESSURE SEWER LINES USING LOW-PRESSURE AIR. SANITARY MANHOLES SHALL BE VISUALLY INSPECTED AND TESTED FOR LEAKAGE BY EX FILTRATION OR VACUUM. AIR VACUUM TESTING OF MANHOLES SHALL BE PERFORMED IN ACCORDANCE WITH ASTM C-1244.
3.3 WATER SERVICE LINES SHALL BE SEPARATED AT LEAST TEN FEET, MEASURED FROM THE OUTSIDE OF THE PIPES, FROM SEWER MAINS OR SEPTIC SYSTEMS.
3.4 WATER SERVICE LINES SHALL BE IDENTIFIED AS:
UTILITIES (CONT.)
ROBERT P. BRINGLEY
2. STORM 1.3 FLOOR DRAINS - FLOOR DRAINS, IF CONSTRUCTED IN THE PROJECT. MUST BE CONNECTED TO THE SANITARY SEWER. NOTE: FLOOR DRAINS DO NOT INCLUDE FOUNDATION OR FOOTER DRAINS INSTALLED TO INTERCEPT UNCONTAMINATED GROUND WATER. ALL DISCHARGES FROM THE FLOOR DRAINS TO THE SANITARY SEWER MUST COMPLY WITH THE EFFLUENT LIMITS OF THE LOCAL AND/OR THE MONROE COUNTY SEWER USE LAW.
1.4 TESTING - DEFLECTION TESTS SHALL BE PERFORMED ON ALL FLEXIBLE PIPE. THE TEST 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 PERFORMED WITHOUT MECHANICAL PULLING DEVICES.
2.1 REGULATIONS - STORM SEWERS AND APPURTENANCES SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE LATEST REGULATIONS OF THE MUNICIPALITY AND ALL THERMOPLASTIC PIPE SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D-2321.
1.5 SEPARATION - MINIMUM VERTICAL SEPARATION BETWEEN WATER MAINS AND SEWER LINES 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 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 MAINS AND SEWER PIPES (INCLUDING MANHOLES AND VAULTS) SHALL BE 10 FEET MEASURED FROM THE OUTSIDE OF THE PIPES. MANHOLES OR VAULTS.
MCWA PORTION = FROM THE WATER MAIN TO AND INCLUDING THE CONTROL VALVE ON THE ROW/PROPERTY/EASEMENT LINE
1.5"
COPPER TYPE K
DOM
PRIVATE PORTION = FROM THE CONTROL VALVE TO THE METER
1.5"
PE
DOM
DRAWING TITLE:
2.2 MATERIALS - THE CONTRACTOR MAY USE THE FOLLOWING PIPE MATERIAL FOR THE MAIN SEWER AS ALLOWED BY THE MUNICIPALITY, PROVIDING THAT THE ROUGHNESS COEFFICIENT ("N" FACTOR) IS 0.013 OR BETTER: · REINFORCED CONCRETE PIPE (RCP), CLASS III · HIGH DENSITY CORRUGATED POLYETHYLENE PIPE (PE), AASHTO M-294, TYPE S, ASTM D-3350.
2.3 ROOF DRAINAGE - ALL ROOF DRAINAGE SHALL BE COLLECTED AND PIPED TO THE STORM SEWER SYSTEM UNLESS SPECIFIED OTHERWISE.
(a) MINIMUM SIZE IS 1-INCH. (b) ACCEPTABLE MATERIAL FOR PRIVATE PORTION IS EITHER TYPE “K” COPPER OR POLYETHYLENE PLASTIC (PE) #4710, SDR 9, ASTM 2737, NSF-PW, 250 PSI (1.125” OD) (c) SERVICE TYPES INCLUDE: DOMESTIC = DS, FIRE = FS, OR COMBINED = CMB
3.5 THE WATER AUTHORITY'S PORTION OF THE SERVICE LINE SHALL BE INSTALLED AFTER THE PRIVATE PORTION OF SERVICE IS INSTALLED.
LAYOUT AND UTILITY PLAN
3 of 7 SHEET No:
2.4 TESTING - UPON COMPLETION OF SYSTEM INSTALLATION, THE MAIN SEWER SYSTEM AND LEADS TO STRUCTURES SHALL BE FLUSHED AND LAMPED TO THE SATISFACTION OF THE MUNICIPALITY.
O I R T O F UC T R O T N S N O C
3.6 WATER METER(S) TO BE LOCATED ON THE INTERIOR OF EXTERIOR WALL(S) IMMEDIATELY UPON SERVICE ENTRANCE INTO THE BUILDING(S), OR IN A METER TILE WHEN CONDITIONS WARRANT. A BY-PASS ASSEMBLY IS NOT REQUIRED AROUND THE INSTALLATION OF 5/8-INCH THROUGH 1-INCH METERS. METER INSTALLATIONS GREATER THAN 1-INCH MAY REQUIRE A BY-PASS ASSEMBLY AROUND THE METER.
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1843-25 JOB No:
DRAWING No:
PIRANHA RENTS IN WEBSTER
EARTHWORK
THE CONTRACTOR IS RESPONSIBLE FOR: l ESTIMATE - COMPLETION OF A QUANTITY TAKEOFF TO DETERMINE THE VOLUME OF CUT, FILL, AND TOPSOIL. COMPARE AND COORDINATE WITH INFORMATION PROVIDED BY THE DESIGN ENGINEER. GRADE TOLERANCES - ESTABLISHING DESIGN SUBGRADE ELEVATIONS TO WITHIN ONE TENTH OF ONE FOOT (0.10') IN PAVEMENT AREAS (INCLUDING WALKS) AND TO WITHIN THIRTY-THREE HUNDREDTHS OF ONE FOOT (0.33') FOR ALL REMAINING AREAS. l COMPACTION - ACHIEVING COMPACTION VALUES (NOT LESS THAN THE PERCENTAGES SPECIFIED BELOW) FOR EMBANKMENT/FILL AREAS. THE TERMS "FILL" AND EMBANKMENT" ARE INTERCHANGEABLE. l CUTS - ONCE EXCAVATIONS ARE SHAPED TO THE DESIGN GRADES THE AREAS SHALL BE PROTECTED TO ASSURE THAT THE INTEGRITY OF MATERIAL IS NOT COMPROMISED BY CONSTRUCTION VEHICLES AND/OR IMPROPER DRAINAGE. AREAS DETERMINED BY CONTRACTOR TO BE NOT SUITABLE FOR SUBGRADE PLACEMENT SHALL BE IMMEDIATELY REPORTED WHEN THE SUBGRADE IS ESTABLISHED TO OWNER'S REPRESENTATIVE. STABILIZATION MEASURES FOR CUT AREAS MAY BE CONSIDERED BY OWNER'S REPRESENTATIVE AS A CHANGE TO THE BASE CONTRACT. l
3. TESTING - THE FOLLOWING MAXIMUM DRY DENSITIES SHALL BE ACHIEVED AS MEASURED BY THE MODIFIED PROCTOR METHOD ASTM D-1557: l 95% UNDER PAVEMENTS, WALKS, AND IN STRUCTURAL FILL AREAS l 85% IN REMAINING AREAS THE AGREEMENT BETWEEN THE OWNER AND CONTRACTOR SHALL DEFINE THE NUMBER OF TESTS AND RESPONSIBILITY. WE RECOMMEND IN EMBANKMENT AREAS ONE PER LIFT AND/OR ONE PER 1,000 CUBIC YARDS.
4.
THE MAXIMUM LIFT THICKNESS UNDER PAVEMENTS, WALKS, AND STRUCTURAL FILLS SHALL BE 12 INCHES. HAND OPERATED COMPACTION FILLS SHALL NOT EXCEED 6 INCHES.
5.
THE OWNER'S REPRESENTATIVE MAY REQUEST A PROOF ROLL (I.E. LOADED TEN WHEELER) OF SUBGRADE AREAS PRIOR TO PLACEMENT OF SUBBASE MATERIALS. AREAS THAT "FAIL" SHALL BE REMOVED AND REPLACED TO ACHIEVE A PASSING SUBGRADE.
EROSION CONTROL 1.
THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP), WHICH INCLUDES THE "GRADING PLAN", "EROSION CONTROL PLAN", "EROSION CONTROL NOTES", ALONG WITH THE "DRAINAGE REPORT", DEFINES AND MEETS THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION (NYSDEC) LATEST STORM WATER REGULATIONS.
2.
ALL CONTRACTORS AND SUB-CONTRACTORS SHALL CERTIFY WITHIN THE SWPPP THAT THEY WILL IMPLEMENT AND MAINTAIN STORM WATER MANAGEMENT PRACTICES.
3.
EROSION CONTROL (EC) MEASURES INSTALLED AND MAINTAINED BY THE SITE WORK CONTRACTOR ARE SUBJECT TO THE REVIEW AND APPROVAL OF THE: MUNICIPALITY, DESIGN ENGINEER, NYSDEC, AND OWNER'S REPRESENTATIVE. IMMEDIATE ACTION BY THE CONTRACTOR SHALL BE TAKEN IF ADDITIONAL OR CORRECTIVE MEASURES ARE REQUIRED BY ANY ONE OF THESE CITED REVIEWERS. EROSION CONTROL MEASURES NOT SPECIFICALLY SHOWN ON CONTRACT DRAWINGS (I.E.., STRAW BALES, COLLARS, FABRICS, ETC.) SHALL BE INSTALLED AS WARRANTED BY FIELD CONDITIONS, AND AS DIRECTED BY THE AFOREMENTIONED REVIEWERS.
4.
AS DESIGN ENGINEER, OUR OFFICE HAS NOTIFIED THE OWNER OF THE INSPECTION REQUIREMENTS UNDER GP-0-25-001. DISTURBANCES OF 1.0 ACRE OR GREATER REQUIRE THAT THE OWNER FILE A NOTICE OF INTENT (NOI) AND A SWPPP WITH THE NYSDEC UNDER STATE POLLUTANT DISCHARGE ELIMINATION SYSTEM (SPDES) GENERAL PERMIT #GP-0-25-001. THE REGULATIONS REQUIRE THAT A LICENSED PROFESSIONAL COMPLETE A WEEKLY INSPECTION (THROUGHOUT THE PERIOD OF LAND DISTURBANCE).
5.
THE APPROPRIATE EROSION CONTROL MEASURES AS DEFINED BY THE CONSTRUCTION DOCUMENTS SHALL BE INSTALLED PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES.
6.
TOPSOIL - UPON COMPLETION OF THE STRIPPING OPERATION, STOCKPILES SHALL BE STABILIZED IN
39 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5 - 4 5 8 - 7 7 7 0 ITHACA LOCATION
840 HANSHAW RD, STE 6 ITHACA, NY 14850 6 0 7 - 2 4 1 - 2 9 1 7
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ACCORDANCE TO NYSDEC REGULATIONS.
7.
UPON COMPLETION OF GRADING, SLOPES WITH A GRADIENT OF ONE FOOT VERTICAL TO THREE FEET HORIZONTAL (1 ON 3) OR GREATER SHALL BE: TOPSOILED, SEEDED, FERTILIZED AND MULCHED OR TREATED AS SPECIFIED ON CONTRACT DRAWINGS.
8.
THE CONTRACTOR SHALL APPLY WATER AND/OR CALCIUM CHLORIDE, AS CONDITIONS WARRANT, TO CONTROL WIND BORN EROSION. THIS MEASURE APPLIES TO: HAUL ROADS, CUT AND FILL OPERATIONS, SUB-BASE AND ANY OTHER EXPOSED SURFACES.
9.
OPERATION & MAINTENANCE - THROUGHOUT THE PERIOD OF CONSTRUCTION AND PRIOR TO ESTABLISHING FINAL GROUND COVER THE SITE CONTRACTOR IS RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF THE TEMPORARY EROSION CONTROL MEASURES. FOR EXAMPLE, THE SILTATION FACILITIES SHALL BE RE-EXCAVATED WHEN THE VOLUME (3600 CUBIC FEET/DISTURBED ACRE) IS REDUCED BY ONE-HALF OR MORE OF ITS SPECIFIED CAPACITY AND/OR THE MATERIAL IS WITHIN ONE FOOT OF THE DISCHARGE POINT.
10. WORK STOPPAGE - ALL DISTURBED AREAS NOT TO BE WORKED WITHIN 14 DAYS MUST BE SEEDED WITHIN 7 DAYS FROM THE LAST CONSTRUCTION ACTIVITY IN THAT AREA.
11. TEMPORARY STABILIZATION - TEMPORARY STABILIZATION SHALL REQUIRE 4 TONS OF STRAW/ ACRE OF DISTURBANCE PLACED WITH TACKIFIER OR ROLLED WITH A TRACKED VEHICLE TO ENSURE NOT DISPLACED.
STATE OFNEW YORK
2.
ROCHESTER LOCATION
SCALE: DRAWN: DESIGNED: DATE: REVISIONS DATE
BY
TOWN OF WEBSTER
PRIOR TO START OF EARTHWORK OPERATIONS THE CONTRACTOR SHALL COMPLETE THE FOLLOWING APPLICABLE ITEMS AS DEFINED BY CONTRACT DOCUMENTS: l SITE DEMOLITION - REMOVAL AND DISPOSAL OFF-SITE IN A LEGAL MANNER; STRUCTURES, UTILITIES, PAVEMENTS, ETC. l CLEARING AND GRUBBING - REMOVAL AND DISPOSAL OFF-SITE IN A LEGAL MANNER; TREES, BRUSH, STUMPS, ETC. l TOPSOIL STRIPPING - STRIP AND STOCKPILE TOPSOIL FOR REUSE. EXCESS TOPSOIL MAY BE REMOVED FROM SITE WITH APPROVAL BY OWNER AND MUNICIPALITY.
FIVE MILE LINE ROAD MONROECOUNTY
1.
FINALfor SITE PLANS
NORTH
1843-25 1"=30' RLB MPT 11/10/2025 REVISION
12. WINTER STABILIZATION - ALL WINTER STABILIZATION METHODS IDENTIFIED IN THE NYS 'BLUE BOOK' SHALL BE FOLLOWED FOR ANY DISTURBANCE OR NON-STABILIZED AREAS FROM NOVEMBER 15TH - APRIL 1ST.
13. SUBSOIL RESTORATION - ALL AREAS TO BE RESTORED AS LAWN SHALL BE RESTORED PER CHAPTER 5 (5.1.6) OF THE NEW YORK STATE STORMWATER DESIGN MANUAL AND THE SOIL RESTORATION TABLE (TABLE 5.3 SOIL RESTORATION REQUIREMENTS) SHOWN ON THE PLANS. THE PROJECT SOILS ARE HYDROLOGIC SOIL GROUP D AND SHALL BE RESTORED AS SPECIFIED.
14. SEQUENCE - THE CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES IN THE FOLLOWING SEQUENCE UNLESS AUTHORIZED OTHERWISE AT PRE-CONSTRUCTION MEETING: l INSTALL PERIMETER SEDIMENT CONTROLS, I.E. EROSION FENCING. l INSTALL STABILIZED CONSTRUCTION ENTRANCE. l PROTECT VEGETATION TO REMAIN. l CLEAR/GRUB AND CONSTRUCT DIVERSIONARY SWALES, AND SEDIMENT BASINS. l COMPLETE CLEARING AND GRUBBING OPERATION. l PLACE EROSION CONTROL MEASURES AT TOPSOIL STOCKPILES AND STRIP TOPSOIL. l CONSTRUCT SWALES AND SILTATION DEVICES AS EARTHWORK OPERATIONS PROGRESS. l MAINTAIN EROSION CONTROL MEASURES AND PLACE ADDITIONAL MEASURES AS EARTHWORK AND UNDERGROUND UTILITIES ARE CONSTRUCTED. l RESTORE AREAS AS DEFINED BY CONTRACT DOCUMENTS. l REMOVE EROSION CONTROL MEASURES AS AREAS ARE REESTABLISHED WITH GROUND COVER.
RESTORATION AND LANDSCAPING 1.
THE AGREEMENT BETWEEN THE OWNER AND CONTRACTOR SHALL DEFINE THE REQUIREMENTS, MAINTENANCE, AND TIME TO ESTABLISH NEW TURF AND LANDSCAPING ACCEPTANCE BY THE OWNER.
2.
PLACE A MINIMUM OF 6 INCHES (REQUIRED) OF TOPSOIL ON ALL DISTURBED SURFACES. FINE GRADE TO ESTABLISH THE DESIGN ELEVATIONS AND DRAINAGE PATTERNS. OBTAIN OWNER'S REPRESENTATIVE APPROVAL PRIOR TO SEEDING.
3.
POND EXPANSION SECTION
LAWN AREAS SHALL BE HYDROSEEDED WITH AN APPROVED: SEED MIXTURE, MULCH, AND FERTILIZER. THE APPLICATION RATE SHALL BE DETERMINED BY CONTRACTOR TO ESTABLISH A "STAND" OF GRASS. THE CONTRACTOR SHALL SUBMIT MATERIAL AND APPLICATION SPECIFICATIONS TO THE OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO APPLICATION.
4.
PLANT MATERIALS SHALL BE IN ACCORDANCE WITH "AMERICAN STANDARD FOR NURSERY STOCK". THE CONTRACTOR SHALL SUBMIT PLANT MATERIAL SPECIFICATIONS TO THE OWNER'S ON-SITE REPRESENTATIVE FOR APPROVAL PRIOR TO DELIVERY TO THE SITE.
5.
THE PLANT LOCATIONS DEPICTED ON THE PLAN MAY BE FIELD ADJUSTED (SO THEY DO NOT INTERFERE WITH UTILITIES) AND TO THE SATISFACTION OF OWNER'S REPRESENTATIVE.
6.
PROVIDE TWELVE INCHES (12") OF TOPSOIL, WEED FABRIC (AS DIRECTED BY OWNER), AND THREE INCHES (3") OF MULCH AT PLANTING BEDS, UNLESS SPECIFIED OTHERWISE ON DRAWINGS.
IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTIONOFTHEALTERATION.
O I R T O F UC T R O T N S N O C
N
COPYRIGHT ã 2025 MARATHON ENG.
ROBERT P. BRINGLEY
DRAWING TITLE:
GRADING & EROSION CONTROL PLAN 4 of 7 SHEET No:
C3.0
1843-25 JOB No:
DRAWING No:
PIRANHA RENTS IN WEBSTER
NORTH
ROCHESTER LOCATION
39 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5 - 4 5 8 - 7 7 7 0 ITHACA LOCATION
840 HANSHAW RD, STE 6 ITHACA, NY 14850 6 0 7 - 2 4 1 - 2 9 1 7
PH 10 PH
DECIDUOUS PLANTINGS
SCALE: DRAWN: DESIGNED: DATE: REVISIONS
AB 8
DATE
BY
TOWN OF WEBSTER
17
FIVE MILE LINE ROAD MONROECOUNTY
CS
FINALfor SITE PLANS
10
STATE OFNEW YORK
www.marathoneng.com
1843-25 1"=30' RLB MPT 11/10/2025 REVISION
LIGHTING SCHEDULE
INDEX
ARTICLE NAME
W1
LH20068B-L
ITEM NUMBER
FITTING
LUMINOUS FLUX
LIGHT LOSS FACTOR
1X
635 LM
0.80
CONNECTED LOAD
QUANTITY
13.3 W
6
IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTIONOFTHEALTERATION.
O I R T O F UC T R O T N S N O C
N
COPYRIGHT ã 2025 MARATHON ENG.
ROBERT P. BRINGLEY
DRAWING TITLE:
LIGHTING & LANDSCAPING PLAN 5 of 7 SHEET No:
C4.0
1843-25 JOB No:
DRAWING No:
PIRANHA RENTS IN WEBSTER
ROCHESTER LOCATION
39 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5 - 4 5 8 - 7 7 7 0 ITHACA LOCATION
840 HANSHAW RD, STE 6 ITHACA, NY 14850 6 0 7 - 2 4 1 - 2 9 1 7
£ £
STORM TRENCH PERFORATED PIPE CONNECT TO EXISTING STORM STRUCTURE
PAVEMENT MATCH
CHAIN LINK FENCE
CONNECT TO EXISTING COMBINED STRUCTURE
DROP/ FIELD INLET
SCALE: DRAWN: DESIGNED: DATE: REVISIONS DATE
CONCRETE SIDEWALK
BY
TOWN OF WEBSTER
PAVEMENT SECTION
FINALfor SITE PLANS
<
FIVE MILE LINE ROAD MONROECOUNTY
<
STATE OFNEW YORK
www.marathoneng.com
1843-25 AS SHOWN RLB MPT 11/10/2025 REVISION
IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTIONOFTHEALTERATION.
£ >
O I R T O F UC T R O T N S N O C
COPYRIGHT ã 2025 MARATHON ENG.
SANITARY TRENCH
STONE EDGE TREATMENT (WITHOUT CURB)
ROBERT P. BRINGLEY
DRAWING TITLE:
CONSTRUCTION DETAILS
RESERVED PARKING AND SIGNAGE
N
6 of 7
CONCRETE CURB
SHEET No:
WITH LAWN/ PLANTER BEHIND
1843-25 JOB No:
C5.0 DRAWING No:
PIRANHA RENTS IN WEBSTER
ROCHESTER LOCATION
39 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5 - 4 5 8 - 7 7 7 0 ITHACA LOCATION
840 HANSHAW RD, STE 6 ITHACA, NY 14850 6 0 7 - 2 4 1 - 2 9 1 7
STOCKPILE AREA
TOWN OF WEBSTER
CONCRETE WASHOUT AREA
STABILIZED CONSTRUCTION ENTRANCE
FIVE MILE LINE ROAD MONROECOUNTY
MCWA STANDARD DETAIL (DME 17, 2016) NTS
FINALfor SITE PLANS
SERVICE INSTALLATION
STATE OFNEW YORK
www.marathoneng.com
· · · ·
SCALE: DRAWN: DESIGNED: DATE: REVISIONS
BIORETENTION SECTION DETAIL SILT FENCE
DATE
CLEANOUT DETAIL (MINI MANHOLE)
BY
1843-25 AS SHOWN RLB MPT 11/10/2025 REVISION
IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTIONOFTHEALTERATION.
O I R T O F UC T R O T N S N O C
COPYRIGHT ã 2025 MARATHON ENG.
ROBERT P. BRINGLEY
STORAGE YARD
DRAWING TITLE:
CONSTRUCTION DETAILS ® ™
™
PAVED SURFACE INLET PROTECTION
N
7 of 7
DECORATIVE FENCE SAMPLE
SHEET No:
C5.1
1843-25 JOB No:
DRAWING No: