PRELIMINARY/FINAL SITE PLANS for
COBBLESTONE PLACE PHAS 1025 RAVENSIDE LANE SITUATE IN:
TOWN OF WEBSTER- MONROE COUNTY - STATE OF NEW YORK TARGET
4
RIDGE
ROAD
NY 40
SIDE
COBBLESTONE PLACE AT WEBSTER
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
LA NE
TALLGRASS LANE
SHOECRAFT
ROAD
RAVEN
NORTH
MMONS WEBSTER CO BOULEVARD
WEBSTER PLAZA
HARMONY STATION
HARD ROAD
TJ MAX
COBBLESTONE PLACE PHASE 2
SURVEY NOTES
3.
BOUNDARY - BOUNDARY CONSTRUCTED FROM THE MAPS AND DOCUMENTS REFERENCED ON THIS SHEET.
4.
DATUM - THE VERTICAL DATUM IS NAVD88. THE HORIZONTAL DATUM IS NAD83 CENTRAL ZONE.
5.
THE PROPERTY IS LOCATED IN ZONE 'X' AND IS LOCATED GRAPHICALLY IN THE FLOODPLAIN AS SHOWN ON COMMUNITY PANEL No 36055C0229G, DATED 08/28/2008
REFERENCES 1. 2. 3.
SUBDIVISION PLAN OF R.T. GOLD, INC FILED NOVEMBER 16, 1998 AS LIBER 298, PAGE 39 SUBDIVISION PLAT - WEBSTER GOLF TEE MIXED USE SITE PHASE 1 FILED FEBRUARY 1, 2011 AS LIBER 340, PAGE 70 RESUBDIVISION OF LOT AR-1C OF THE WEBSTER GOLF TEE SUBDIVISION, LIBER 352 OF MAPS PAGE 19 FILED SEPTEMBER 23, 2020 AS LIBER 361, PAGE 45
ADJACENT PROPERTY LINE PROJECT PROPERTY LINE EASEMENT LINE EXISTING GAS MAIN & VALVE EXISTING ELECTRIC CONDUIT & STRUCTURE EXISTING STORM MAIN, MANHOLE, AND INLET EXISTING SANITARY MAIN & MANHOLE EXISTING WATER MAIN, VALVE, & HYDRANT EXISTING CONTOUR DEMOLISH UTILITY
X
TREE REMOVAL
REMOVE/MILL ASPHALT PARKING COUNT
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
www.marathoneng.com
SCALE: DRAWN: DESIGNED: DATE: REVISIONS DATE
BY
STATE OFNEW YORK
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.
ROCHESTER LOCATION
TOWN OF WEBSTER
2.
NORTH
1025 RAVENSIDE LANE MONROECOUNTY
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 09/25/2024 ·· SANITARY SEWER DATA WAS RECORDED IN THE FIELD BY MARATHON ENGINEERING ON 10/09/2024 · WATER SERVICES AND MAINS WERE PLOTTED FROM RECORD MAPS RECEIVED FROM MCWA ON 09/11/2024 · STORM SEWERS RECORD MAPS WERE NOT RECEIVED ·· STORM SEWER DATA WAS RECORDED IN THE FIELD BY MARATHON ENGINEERING ON 10/09/2024 · UNDERGROUND GAS SERVICES AND MAINS WERE PLOTTED FROM RECORD MAPS RECEIVED FROM RG&E ON 09/13/2024 · UNDERGROUND ELECTRIC LINES WERE PLOTTED FROM RECORD MAPS RECEIVED FROM RG&E ON 09/13/204 · CAD UTILITY AS-BUILT FILE SUPPLIED BY PASSERO ASSOCIATES.
PRELIMINARY/FINAL SITE PLANS for
1.
1764-25 1"=30' RLB RPB 08/13/2025 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 FOUC T R O T N S N O C
N
COPYRIGHT ã 2025 MARATHON ENG.
ROBERT P. BRINGLEY
DRAWING TITLE:
EXISTING CONDITIONS AND DEMOLITION PLAN 1 of 7 SHEET No:
V1.0
1764-25 JOB No:
DRAWING No:
COBBLESTONE PLACE PHASE 2
NORTH LEGEND:
ROCHESTER LOCATION
ITHACA LOCATION
EXISTING POWER POLE LIGHT POLE EXISTING FENCE (DESCRIPTION) PROPOSED FENCE (DESCRIPTION) CONSTRUCTION FENCE
PROPOSED PARKING SPACE COUNT CURB
PROPOSED SIDEWALK
NEW PAVEMENT
CONSTRUCTION NOTES 1.
THE CONSTRUCTION STAKEOUT SHALL BE PERFORMED BY A LICENSED LAND SURVEYOR USING CONTROL PROVIDED ON THE "LAYOUT PLAN". THE BUILDING FOOTPRINT(S), DATED JULY 20, 2023 WERE PROVIDED BY ALVIN HAZLEWOOD ARCHITECT. 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.
BOUNDARY INFORMATION WAS TAKEN FROM SHEET V1.0 PREPARED BY MARATHON ENGINEERING DATED 09/13/2023 AND IS SHOWN FOR GRAPHICAL REPRESENTATION ONLY.
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'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.
STANDARD ABBREVIATIONS
www.marathoneng.com
SCALE: DRAWN: DESIGNED: DATE: REVISIONS DATE
GENERAL NOTES
PROJECT STATISTICS FOR LOT 1025
1.
1. GENERAL: 1.1 DEVELOPER -
1.2 PROPERTY ADDRESS -
BRICKWOOD MANAGEMENT 25 SILVERLIGHT WAY ROCHESTER, NY 14624
2.
1025 RAVENSIDE LANE WEBSTER, NY 14580
1.3 TAX ACCOUNT -
079.15-1-8.003/SEN2
1.4 PARCEL AREA -
5.0 ACRES
3.
2. ZONING REGULATIONS: 2.1 ZONING DISTRICT -
4.
REQUIRED 75' 50' 50' 3 STORIES 165'* 40' 40 94 (2 UNITS/ ACRE)
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.
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.
PROPERTY PROTECTION - THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO EXISTING PAVEMENT,
STORAGE OF EQUIPMENT AND MATERIALS SHALL BE WITHIN A SPECIFIED AND SECURED AREA AS DETERMINED IN CONTRACT DOCUMENTS OR AS SPECIFIED BY THE OWNER'S ON-SITE REPRESENTATIVE.
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
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.
12. ARCHITECTURAL LAYOUT LAYOUT OF FOOTPRINT OF BUILDING DATED 1/23/25
1764-25 1"=30' RLB RPB 08/13/2025 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.
PROVIDED 16' ** 16'** 0'** 3 STORIES 242'* 36'** 47*** (9.4 UNITS/ ACRES) 87** (1.85 SPACES/ UNIT)
2.3 VARIANCES *EXCEPT WHERE PAVED ACCESSIBILITY TO ALL SIDES OF THE BUILDING THEN MAX LENGTH MAY BE INCREASED TO 250'. **VARIANCES GRANTED 3/13/25 ***VARIANCES GRANTED 3/10/15 FOR 12 UNITS/ ACRE DENSITY,
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.
ALL EXCAVATIONS SHALL BE BACKFILLED/BARRICADED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE AT THE CONCLUSION OF EACH WORKING DAY.
8.
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.
N
O I R T FOUC T R O T N S N O C
COPYRIGHT ã 2025 MARATHON ENG.
ROBERT P. BRINGLEY
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.
MHR - MEDIUM HIGH RESIDENTIAL
2.2 CODE REQUIREMENTS BULK REQUIREMENTS FRONT SETBACK MIN. BUFFER AREA MIN. PARKING SETBACK MAXIMUM BUILDING HEIGHT MAXIMUM BUILDING LENGTH MIN. DISTANCE BETWEEN BUILDINGS MAXIMUM DENSITY (8 UNITS/ ACRE) MINIMUM PARKING SPACES
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.
9.
BY
STATE OFNEW YORK
SIGN RIGHT OF WAY (HIGHWAY BOUNDARY)
840 HANSHAW RD, STE 6 ITHACA, NY 14850 6 0 7 - 2 4 1 - 2 9 1 7
TOWN OF WEBSTER
EASEMENT LINE
PRELIMINARY/FINAL SITE PLANS for
PROJECT PROPERTY LINE
1025 RAVENSIDE LANE MONROECOUNTY
ADJACENT PROPERTY LINE
39 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5 - 4 5 8 - 7 7 7 0
DRAWING TITLE:
LAYOUT PLAN
2 of 7 SHEET No:
C1.0
1764-25 JOB No:
DRAWING No:
COBBLESTONE PLACE PHASE 2
NORTH
ROCHESTER LOCATION
39 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5 - 4 5 8 - 7 7 7 0
4. 5.
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7.
8. 9.
10.
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12. 13.
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18. 19.
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UTILITY NOTES 1.
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.
SANITARY 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.
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.
FROM THE WATER MAIN TO AND INCLUDING THE CONTROL VALVE ON THE ROW/PROPERTY/EASEMENT LINE
6"
D.I.P.*
CMB
FROM THE CONTROL VALVE TO THE METER
6"
D.I.P.*
CMB
2.3 ROOF DRAINAGE - ALL ROOF DRAINAGE SHALL BE COLLECTED AND PIPED TO THE STORM SEWER
1.3 FLOOR DRAINS - FLOOR DRAINS, IF CONSTRUCTED IN THE PROJECT. MUST BE CONNECTED TO THE
2.4 TESTING - UPON COMPLETION OF SYSTEM INSTALLATION, THE MAIN SEWER SYSTEM AND LEADS TO
STORM SEWER, MANHOLE & FIELD/DROP INLET SANITARY SEWER WITH MANHOLE EXISTING GAS MAIN & VALVE EXISTING ELECTRIC CONDUIT & STRUCTURE
(A) ACCEPTABLE MATERIAL IS *CLASS 52 CEMENT MORTAR LINED DUCTILE IRON PIPE. (B) SERVICE TYPES INCLUDE: DOMESTIC = DS, FIRE = FS, OR COMBINED = CMB
3.5 THE WATER AUTHORITY'S PORTION OF THE WATER SERVICE LINE SHALL BE INSTALLED PRIOR TO THE PRIVATE PORTION OF THE SERVICE LINE.
3.6 WATER METER(S) TO BE LOCATED ON THE INTERIOR OF EXTERIOR WALLS(S) IMMEDIATELY UPON SYSTEM UNLESS SPECIFIED OTHERWISE.
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.
ADJACENT PROPERTY LINE
WITH THE LATEST REGULATIONS OF THE MUNICIPALITY AND ALL THERMOPLASTIC PIPE SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D-2321.
2.2 MATERIALS - THE CONTRACTOR MAY USE THE FOLLOWING PIPE MATERIAL FOR THE MAIN SEWER AS
EASEMENT LINE
3.4 WATER SERVICE LINES SHALL BE IDENTIFIED AS:
2.1 REGULATIONS - STORM SEWERS AND APPURTENANCES SHALL BE CONSTRUCTED IN CONFORMANCE
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.
1.4 TESTING - DEFLECTION TESTS SHALL BE PERFORMED ON ALL FLEXIBLE PIPE. THE TEST SHALL BE
THE PIPES, FROM SEWER MAINS OR SEPTIC SYSTEMS.
2. STORM
1.2 INFILTRATION/ EXFILTRATION - MAXIMUM ALLOWABLE INFILTRATION OR EXFILTRATION SHALL NOT
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.
3.3 WATER SERVICE LINES SHALL BE SEPARATED AT LEAST TEN FEET, MEASURED FROM THE OUTSIDE OF
SERVICE ENTRANCE INTO THE BUILDING(S). A BY-PASS ASSEMBLY IS NOT REQUIRED AROUND THE INSTALLATION OF 5/8-INCH THROUGH 1-INCH METERS. 1 ½-INCH + 2-INCH METER INSTALLATIONS MAY REQUIRE A BYPASS ASSEMBLY AROUND THE METER. METER INSTALLATION 3-INCH OR GREATER REQUIRE A BYPASS ASSEMBLY AROUND THE METER.
EXISTING TELEPHONE CONDUIT & STRUCTURE WATER MAIN WITH HYDRANT & GATE VALVE CENTERLINE OF SWALE
www.marathoneng.com
SCALE: DRAWN: DESIGNED: DATE: REVISIONS DATE
BY
STATE OFNEW YORK
3.
840 HANSHAW RD, STE 6 ITHACA, NY 14850 6 0 7 - 2 4 1 - 2 9 1 7
TOWN OF WEBSTER
2.
DRAINAGE, EROSION AND SEDIMENT CONTROL MEASURES AND FACILITIES SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACCEPTED ENGINEERING STANDARDS AND GUIDELINES AS OUTLINED IN THE DOCUMENT GUIDELINES FOR EROSION AND SEDIMENT CONTROL IN URBAN AREAS OF NEW YORK STATE, AVAILABLE FROM THE MONROE COUNTY SOIL CONSERVATION DISTRICT. THE BEST MANAGEMENT PRACTICES FOR STORMWATER RUNOFF MANAGEMENT, PREPARED BY THE IRONDEQUOIT BAY COORDINATING COMMITTEE, SHALL ALSO BE USED AS A REFERENCE DOCUMENT. AMONG THE ACCEPTABLE RANGE OF OPTIONS THAT CAN BE UTILIZED BY A DEVELOPER TO CONTROL DRAINAGE, EROSION AND SEDIMENTATION ON THE WORK SITE BOTH DURING AND AFTER PROJECT CONSTRUCTION ARE THOSE OUTLINED AND LABELED AS BEST MANAGEMENT PRACTICES FOR STORMWATER RUNOFF MANAGEMENT, PREPARED BY THE IRONDEQUOIT BAY COORDINATING COMMITTEE. THE APPLICANT SHALL ENSURE THAT THE RELEASE RATE AND, IF SOIL CONDITIONS PERMIT, THE VOLUME OF STORMWATER RUNOFF LEAVING A CONSTRUCTION SITE WILL NOT EXCEED THAT WHICH OCCURRED FROM THE AREA IN ITS UNDEVELOPED STATE FOR INTENSITIES AND DURATIONS OF RAINFALL ASSOCIATED WITH STORMS HAVING A TWENTY-FIVE-YEAR FREQUENCY. THE APPLICANT MUST DEMONSTRATE THE WATER QUALITY, EROSION AND SEDIMENTATION IMPACTS ON THE DOWNSTREAM WATERSHED FOR ANY ACTIVITY REQUIRING A PERMIT. RUNOFF WITH SUSPENDED SOIL SOLIDS SHALL BE RETAINED ON SITE FOR A SUFFICIENT LENGTH OF TIME SO AS TO ENSURE THAT SUCH RUNOFF IS AT LEAST 90% FREE OF SETTLEABLE SOIL SOLIDS WHEN IT LEAVES THE DEVELOPMENT SITE. EXCAVATION, GRADING, FILLING AND STRIPPING SHALL BE PERMITTED TO BE UNDERTAKEN ONLY IN SUCH LOCATIONS AND IN SUCH A MANNER AS TO MINIMIZE THE POTENTIAL OF EROSION AND SEDIMENTATION AND THE THREAT TO THE HEALTH, SAFETY AND GENERAL WELFARE OF NEIGHBORING PROPERTY OWNERS AND THE GENERAL PUBLIC. THE CONTROL OF EROSION AND SEDIMENT SHALL BE A CONTINUOUS PROCESS UNDERTAKEN PRIOR TO, DURING AND AFTER SITE PREPARATION AND CONSTRUCTION, TO INCLUDE ANY GRADING, CLEARING, FILLING, ROAD CONSTRUCTION, UTILITY CONSTRUCTION OR BUILDING CONSTRUCTION. THE SMALLEST PRACTICAL AREA OF LAND SHALL BE EXPOSED BY SITE PREPARATION AT ANY GIVEN TIME. THE EXPOSURE OF AREAS BY SITE PREPARATION SHALL BE KEPT TO THE SHORTEST PRACTICAL PERIOD OF TIME PRIOR TO THE CONSTRUCTION OF STRUCTURES OR IMPROVEMENTS OR THE RESTORATION OF THE EXPOSED AREAS TO AN ATTRACTIVE NATURAL CONDITION. MULCHING OR TEMPORARY VEGETATION SUITABLE TO THE SITE SHALL BE USED WHERE NECESSARY TO PROTECT AREAS EXPOSED BY SITE PREPARATION, AND PERMANENT VEGETATION WHICH IS WELL ADAPTED TO THE SITE SHALL BE INSTALLED AS SOON AS PRACTICAL. WHERE SLOPES ARE TO BE REVEGETATED IN AREAS EXPOSED BY SITE PREPARATION, THE SLOPES SHALL NOT BE OF SUCH STEEPNESS THAT VEGETATION CANNOT BE READILY ESTABLISHED OR THAT PROBLEMS OF EROSION OR SEDIMENTATION MAY RESULT. SITE PREPARATION AND CONSTRUCTION SHALL NOT ADVERSELY AFFECT THE FREE FLOW OF WATER BY ENCROACHING ON, BLOCKING OR RESTRICTING WATERCOURSES. ALL FILL MATERIAL SHALL BE OF A COMPOSITION SUITABLE FOR THE ULTIMATE USE OF THE FILL, FREE OF RUBBISH AND CAREFULLY RESTRICTED IN ITS CONTENT OF BRUSH, STUMPS, TREE DEBRIS, ROCKS, FROZEN MATERIAL AND SOFT OR EASILY COMPRESSIBLE MATERIAL. FILL MATERIAL SHALL BE COMPACTED SUFFICIENTLY TO PREVENT PROBLEMS OF EROSION, AND WHERE THE MATERIAL IS TO SUPPORT STRUCTURES, IT SHALL BE COMPACTED TO A MINIMUM OF 90% OF STANDARD PROCTOR WITH PROPER MOISTURE CONTROL. ALL TOPSOIL WHICH IS EXCAVATED FROM A SITE SHALL BE STOCKPILED AND USED FOR THE RESTORATION OF THE SITE AND SUCH STOCKPILES, WHERE NECESSARY, SHALL BE SEEDED OR OTHERWISE TREATED TO MINIMIZE THE EFFECTS OF EROSION. PRIOR TO, DURING AND AFTER SITE PREPARATION AND CONSTRUCTION, AN INTEGRATED DRAINAGE SYSTEM SHALL BE PROVIDED WHICH AT ALL TIMES MINIMIZES EROSION, SEDIMENT, HAZARDS OF SLOPE INSTABILITY AND ADVERSE EFFECTS ON NEIGHBORING PROPERTY OWNERS. THE NATURAL DRAINAGE SYSTEM SHALL GENERALLY BE PRESERVED IN PREFERENCE TO MODIFICATIONS OF THIS SYSTEM, EXCEPTING WHERE SUCH MODIFICATIONS ARE NECESSARY TO REDUCE LEVELS OF EROSION AND SEDIMENT AND ADVERSE EFFECTS ON NEIGHBORING PROPERTY OWNERS. ALL DRAINAGE SYSTEMS SHALL BE DESIGNED TO HANDLE ADEQUATELY ANTICIPATED FLOWS BOTH FROM WITHIN THE SITE AND FROM THE ENTIRE UPSTREAM DRAINAGE BASIN. SUFFICIENT GRADES AND DRAINAGE FACILITIES SHALL BE PROVIDED TO PREVENT THE PONDING OF WATER, UNLESS SUCH PONDING IS PROPOSED WITHIN SITE PLANS, IN WHICH EVENT THERE SHALL BE SUFFICIENT WATER FLOW TO MAINTAIN PROPOSED WATER LEVELS AND AVOID STAGNATION. THERE SHALL BE PROVIDED, WHEREVER NECESSARY TO MINIMIZE EROSION AND SEDIMENT ON THE SITE AS WELL AS DOWNSTREAM, WITHIN THE DRAINAGE BASIN SUCH MEASURES AS BENCHES, BERMS, TERRACES, DIVERSIONS, SWALES, RIPRAP CATCH BASINS, SLOPE DRAINS, SEDIMENT FILTERS AND TRAPS AND SEDIMENT, DEBRIS AND RETENTION BASINS. DRAINAGE SYSTEMS, PLANTINGS AND OTHER EROSION OR SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED AS FREQUENTLY AS NECESSARY TO PROVIDE ADEQUATE PROTECTION AGAINST EROSION AND SEDIMENT AND TO ENSURE THAT THE FREE FLOW OF WATER IS NOT OBSTRUCTED BY THE ACCUMULATION OF SILT, DEBRIS OR OTHER MATERIAL OR BY STRUCTURAL DAMAGE. IF TEMPORARY SEDIMENT BASINS ARE USED, THE DETENTION STORAGE SHALL BE CALCULATED ON THE BASIS OF THE TWENTY-FIVE-YEAR FREQUENCY RAINFALL FOR THE AFFECTED AREA. IF PERMANENT SEDIMENT BASINS OR STORAGE FACILITIES ARE USED, THE RETENTION VOLUME SHALL BE ABLE TO HANDLE THE RUNOFF OF A ONE-HUNDRED-YEAR RAINFALL FOR ANY AND ALL DURATIONS FROM THE PROPOSED DEVELOPMENT SITE. THE DEVELOPER SHALL BE RESPONSIBLE FOR MINIMIZING THE TRACKING OF MUD ONTO EXISTING ROADS. ROADS SHALL BE SCRAPED AND BROOMED CLEAR OF MUD, IF AT ALL FEASIBLE, AT THE END OF EACH WORKING DAY, AS REQUIRED. THE TOWN OF WEBSTER RESERVES THE RIGHT TO INCLUDE IN ANY REQUIRED GUARANTY OF PERFORMANCE OR LETTER OF CREDIT AN ALLOWANCE TO COVER THE ESTIMATED COSTS OF SUCH DUST AND MUD CONTROL ACTIVITIES. THE DRAINAGE SYSTEM BEING DEVELOPED WITHIN THE PROPOSED DEVELOPMENT SITE SHALL HAVE THE CAPACITY TO HANDLE FLOWS FROM UPSTREAM AREAS THROUGH THE SITE BASED ON THE FOLLOWING GUIDELINES: 24.1. FOR THOSE MAJOR WATERCOURSES WITH A TRIBUTARY DRAINAGE AREA IN EXCESS OF SEVEN SQUARE MILES, THE ULTIMATE CHANNEL SHALL BE DESIGNED FOR AN AVERAGE RECURRENCE INTERVAL OF 100 YEARS. 24.2. FOR THOSE MAJOR WATERCOURSES WITH A TRIBUTARY DRAINAGE AREA BETWEEN SEVEN SQUARE MILES AND FOUR SQUARE MILES, THE FINAL CHANNEL SHALL BE DESIGNED FOR AN AVERAGE RECURRENCE INTERVAL OF 50 YEARS. 24.3. SECONDARY WATERCOURSES, DEFINED AS THOSE WITH A TRIBUTARY DRAINAGE AREA OF BETWEEN ONE AND FOUR SQUARE MILES, SHALL HAVE THE FINAL CHANNEL DESIGNED FOR AN AVERAGE RECURRENCE INTERVAL OF 25 YEARS. 24.4. MINOR WATERCOURSES, DEFINED AS THOSE WITH A TRIBUTARY DRAINAGE AREA OF ONE SQUARE MILE OR LESS, SHALL HAVE THE FINAL CHANNEL DESIGNED FOR AN AVERAGE RECURRENCE INTERVAL OF 10 YEARS. INTERMITTENT (RUNOFF EVENT) DISCHARGES FROM DEVELOPMENT SITES TO STREAMS SHALL MEET APPLICABLE FEDERAL, STATE AND COUNTY STANDARDS RELATING TO POLLUTION CONTROL.
1025 RAVENSIDE LANE MONROECOUNTY
1.
ITHACA LOCATION
PRELIMINARY/FINAL SITE PLANS for
TOWN OF WEBSTER STANDARD DRAINAGE NOTES
1764-25 1"=30' RLB RPB 08/13/2025 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 FOUC T R O T N S N O C
COPYRIGHT ã 2025 MARATHON ENG.
ROBERT P. BRINGLEY
OVERHEAD WIRE AND UTILITY POLE
DRAWING TITLE:
UTILITY PLAN
STRUCTURES SHALL BE FLUSHED AND LAMPED TO THE SATISFACTION OF THE MUNICIPALITY.
3.
WATER
3.7 WATER SERVICE LINES SIZED 4-INCHES OR GREATER SHALL BE: · PRESSURE TESTED IN ACCORDANCE WITH THE LATEST SPECIFICATIONS OF THE MONROE COUNTY WATER AUTHORITY. A WATER AUTHORITY REPRESENTATIVE MUST WITNESS THIS TEST.
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.
· DISINFECTED BY USING THE CONTINUOUS FEED METHOD ACCORDING TO AWWA STANDARD SPECIFICATIONS. AFTER FLUSHING AND DISINFECTING THE SERVICE LINE, WATER SAMPLES SHALL BE COLLECTED IN ACCORDANCE WITH THE DEPARTMENT OF HEALTH THAT HAS JURISDICTION OF THE AREAS REQUIREMENTS. APPROVAL AND NOTIFICATION BY THE HEALTH DEPARTMENT OF PASSING HEALTH SAMPLE TEST(S) MUST BE RECEIVED BEFORE THE SERVICE WILL BE ACTIVATED BY THE WATER AUTHORITY.
N
3 of 7 SHEET No:
C2.0
1764-25 JOB No:
DRAWING No:
COBBLESTONE PLACE PHASE 2
NORTH
ROCHESTER LOCATION
39 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5 - 4 5 8 - 7 7 7 0
SURFACES. FINE GRADE TO ESTABLISH THE DESIGN ELEVATIONS AND DRAINAGE PATTERNS. OBTAIN OWNER'S REPRESENTATIVE APPROVAL PRIOR TO SEEDING.
3. SEED - 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 STOCK - 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. PLANT LOCATIONS - 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. PLANTING BEDS - 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.
CENTERLINE AND STATIONING ADJACENT PROPERTY LINE PROJECT PROPERTY LINE STORM SEWER, MANHOLE & FIELD/DROP INLET CENTERLINE OF SWALE GRADING LIMITS WETLANDS FLOODPLAIN EXISTING CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR DRAINAGE FLOW ARROW EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION EXISTING POWER POLE EXISTING TREE LINE TREE LINE / CLEARING LIMITS
SCALE: DRAWN: DESIGNED: DATE: REVISIONS DATE
CONTROL WIND BORN EROSION. THIS MEASURE APPLIES TO: HAUL ROADS, CUT AND FILL OPERATIONS, SUB-BASE AND ANY OTHER EXPOSED SURFACES.
EROSION CONTROL NOTES 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.
3.
ALL CONTRACTORS AND SUB-CONTRACTORS SHALL CERTIFY WITHIN THE SWPPP THAT THEY WILL IMPLEMENT AND MAINTAIN STORM WATER MANAGEMENT PRACTICES.
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.
5.
6.
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).
THE APPROPRIATE EROSION CONTROL MEASURES AS DEFINED BY THE CONSTRUCTION DOCUMENTS SHALL BE INSTALLED PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES.
UPON COMPLETION OF THE STRIPPING OPERATION, STOCKPILES SHALL BE STABILIZED IN 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
EARTHWORK NOTES 1.
9.
OPERATION & MAINTENANCE - THROUGHOUT THE PERIOD OF CONSTRUCTION AND PRIOR TO
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.
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.
2.
11. TEMPORARY STABILIZATION - TEMPORARY STABILIZATION SHALL REQUIRE 4 TONS OF STRAW/ ACRE OF
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 THE SPECIFIED MINIMUM COMPACTION VALUES 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.
DISTURBANCE PLACED WITH TACKIFIER OR ROLLED WITH A TRACKED VEHICLE TO ENSURE NOT DISPLACED.
l
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 _ 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.
PRIOR TO START OF EARTHWORK OPERATIONS THE CONTRACTOR SHALL COMPLETE THE FOLLOWING
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.
5.
THE MAXIMUM LIFT THICKNESS UNDER PAVEMENTS, WALKS, AND STRUCTURAL FILLS SHALL BE 12 INCHES. HAND OPERATED COMPACTION FILLS SHALL NOT EXCEED 6 INCHES. PROOF ROLLING - 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.
BY
STATE OFNEW YORK
2. TOPSOIL - PLACE A MINIMUM OF 6 INCHES (REQUIRED) OF TOPSOIL ON ALL DISTURBED
www.marathoneng.com
TOWN OF WEBSTER
DEFINE THE REQUIREMENTS, MAINTENANCE, AND TIME TO ESTABLISH NEW TURF AND LANDSCAPING ACCEPTANCE BY THE OWNER.
840 HANSHAW RD, STE 6 ITHACA, NY 14850 6 0 7 - 2 4 1 - 2 9 1 7
1025 RAVENSIDE LANE MONROECOUNTY
1. GUARANTEE - THE AGREEMENT BETWEEN THE OWNER AND CONTRACTOR SHALL
ITHACA LOCATION
PRELIMINARY/FINAL SITE PLANS for
RESTORATION AND LANDSCAPING NOTES
1764-25 1"=30' RLB RPB 08/13/2025 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 FOUC T R O T N S N O C
N
COPYRIGHT ã 2025 MARATHON ENG.
ROBERT P. BRINGLEY
DRAWING TITLE:
GRADING AND EROSION CONTROL PLAN 4 of 7 SHEET No:
C3.0
1764-25 JOB No:
DRAWING No:
COBBLESTONE PLACE PHASE 2
LEGEND:
NORTH
ROCHESTER LOCATION
39 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5 - 4 5 8 - 7 7 7 0
PRELIMINARY/FINAL SITE PLANS for
ITHACA LOCATION
840 HANSHAW RD, STE 6 ITHACA, NY 14850 6 0 7 - 2 4 1 - 2 9 1 7
2 UF
5 BL
1 GS
4 SA
3 AR 6 BL
8 SA
3 GS
3 AR
2 PN
3 PA
6 IP
8 RG 2 PL
2 MS
3 BH
6 PS
4 BL
6 BL
2 JC
3 MC
2 JS
2 SA
2 JC
5 BL
LIGHT BASE
3 SA
TOWN OF WEBSTER
1 QB
1025 RAVENSIDE LANE MONROECOUNTY
1 JS
STATE OFNEW YORK
www.marathoneng.com
1 QB
3 BH
3 PG
3 PA
2 UP
SCALE: DRAWN: DESIGNED: DATE: REVISIONS
4 PG
DATE
Index
Manufacturer
Article name
Item number
Fitting
Luminous flux
Light loss factor
Connected load
Mounting Height
Quantity
L1
Global Lighting Perspectives
AB40 SERIES
AB40AC-CL/G3L ED65-T5-27K
1x
7589 lm
0.80
67.3 W
20'
8 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.
COMMON NAME
QTY.
SIZE
ROOT
AR
ACER RUBRUM 'MAGNIFICENT MAGENTA'
BURGUNDY BELLE RED MAPLE
6
TBD
BALLED & BURLAPPED
BL
BERBERIS WORRYFREE LEMONCUTIE
LEMON CUTIE BARBERRY
26
18" HT
2" CONT.
BH
BETULA NIGRA HERITAGE
HERITAGE BLUEBIRCH
6
10' HT
BALLED & BURLAPPED
GS
GLEDITSIA TRIA. INER. 'STREET KEEPER'
STREET KEEPER HONEYLOCUST
4
1 3/4" CALIPER
BALLED & BURLAPPED
IP
ILEX MERS. 'BLUE PRINCE & PRINCESS'
BLUE PRINCE(2) BLUE PRINCESS (4) HOLLY
6
24" HT
#5 CONT.
JC
JUNIPERUS SAB. 'CALGARY CARPET'
CALGARY CARPET JUNIPER
4
15-18" SPREAD.
#3 CONTAINER
JS
JUNIPERUS CHINENSIS 'SEA GREEN'
SEA GREEN JUNIPER
3
24" SPREAD
BALLED & BURLAPPED
MC
MALUS 'CARDINAL'
CARDINAL CRABAPPLE
3
2" CAL
BALLED & BURLAPPED
MS
MALUS 'SPRING SNOW'
SPRING SNOW CRABAPPLE
2
1 3/4" CALIPER
BALLED & BURLAPPED
PL
PHYSOCARPUS OPUL. 'LEMON CANDY'
LEMON CANDY NINEBARK
2
18-24" HT
BALLED & BURLAPPED
PS
PHYSOCARPUS OPUL. 'SUMMER WINE'
SUMMER WINE NINEBARK
6
3-4' HEIGHT
BALLED & BURLAPPED
PA
PICEA ABIES
NORWAY SPRUCE
6
6'-7' HEIGHT
BALLED & BURLAPPED
PN
PICEA A. NIDIFORMIS
BIRDS NEST SPRUCE
2
CLUMP
#2 CONTAINER
PG
PICEA GLAUCA
WHITE SPRUCE
7
6'-7' HEIGHT
BALLED & BURLAPPED
QB
QUERCUS BILOBA
SWAMP WHITE OAK
2
2-2.5" CALIPER
BALLED & BURLAPPED
RG
RHUS AROM. 'GRO-LOW'
GRO-LOW SUMAC
8
18" SPR
#2 CONTAINER
UF
ULMIS X. 'FRONTIER'
FRONTEIR ELM
2
2" CAL
BALLED & BURLAPPED
N
O I R T FOUC T R O T N S N O C
COPYRIGHT ã 2025 MARATHON ENG.
LANDSCAPING SCHEDULE BOTANICAL NAME
REVISION
SHRUB PLANTINGS
LIGHTING SCHEDULE
KEY
BY
1764-25 1"=30' RLB RPB 08/13/2025
REMARKS
CLUMP FORM 3 STEM
ROBERT P. BRINGLEY
DRAWING TITLE:
LIGHTING & LANDSCAPING PLAN
FULL BODY
5 of 7
GROUND COVER PLANTINGS
DECIDUOUS PLANTINGS
SHEET No:
C4.0
1764-25 JOB No:
DRAWING No:
COBBLESTONE PLACE PHASE 2
ROCHESTER LOCATION
39 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5 - 4 5 8 - 7 7 7 0
PRELIMINARY/FINAL SITE PLANS for
ITHACA LOCATION
840 HANSHAW RD, STE 6 ITHACA, NY 14850 6 0 7 - 2 4 1 - 2 9 1 7
SANITARY TRENCH
PAVEMENT SECTION
CONCRETE SIDEWALK
DROP/ FIELD INLET
A
STONE EDGE TREATMENT (WITHOUT CURB)
A
TOWN OF WEBSTER
>
1025 RAVENSIDE LANE MONROECOUNTY
£
STATE OFNEW YORK
www.marathoneng.com
PAVEMENT MATCH
CONNECT TO EXISTING STORM STRUCTURE JOB NO: SCALE: DRAWN: DESIGNED: DATE: REVISIONS
CONCRETE CURB WITH SIDEWALK BEHIND
DATE
BY
1764-25 AS SHOWN RLB RPB 08/13/2025 REVISION
£ <
£ <
STORM TRENCH PERFORATED PIPE
RESERVED PARKING AND SIGNAGE
CONCRETE CURB WITH LAWN/ PLANTER BEHIND
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 FOUC T R O T N S N O C
COPYRIGHT ã 2025 MARATHON ENG.
ROBERT P. BRINGLEY
DRAWING TITLE:
CONSTRUCTION DETAILS
6 of 7
CONCRETE PAVEMENT
N
SHEET No:
C5.0
1764-25 JOB No:
DRAWING No:
COBBLESTONE PLACE PHASE 2
3'
5:1
ROCHESTER LOCATION
39 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5 - 4 5 8 - 7 7 7 0
PRELIMINARY/FINAL SITE PLANS for
ITHACA LOCATION
840 HANSHAW RD, STE 6 ITHACA, NY 14850 6 0 7 - 2 4 1 - 2 9 1 7
SILT FENCE
A D
B C
D
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X X X X X X
X X
XX X X XX
X
XX X X XX X
X X X X X
SCALE: DRAWN: DESIGNED: DATE: REVISIONS DATE
BY
TOWN OF WEBSTER
STOCKPILE AREA
1025 RAVENSIDE LANE MONROECOUNTY
STABILIZED CONSTRUCTION ENTRANCE
STATE OFNEW YORK
www.marathoneng.com
1764-25 AS SHOWN RLB RPB 08/13/2025 REVISION
HDPE TRENCH MCWA STANDARD DETAIL (DME 24, 2016) NTS
ACCESS RAMP EROSION CONTROL BLANKET 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 FOUC T R O T N S N O C
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COPYRIGHT ã 2025 MARATHON ENG.
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