05 1764 25 Cobblestone Place Mylar Plans 7626 Nfe

FINALfor SITE PLANS

COBBLESTONE PLACE PHAS 1025 RAVENSIDE LANE SITUATE IN:

TOWN OF WEBSTER- MONROE COUNTY - STATE OF NEW YORK TARGET

ROAD RIDGE

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

www.marathoneng.com

LA N

TALLGRASS LANE

SHOECRAFT

ROAD

RAVEN

E

NORTH

MMONS WEBSTER CO BOULEVARD

WEBSTER PLAZA

HARMONY STATION

HARD ROAD

TJ MAX

COBBLESTONE PLACE PHASE 2

SURVEY NOTES

BOUNDARY - BOUNDARY CONSTRUCTED FROM THE MAPS AND DOCUMENTS REFERENCED ON THIS SHEET.

DATUM - THE VERTICAL DATUM IS NAVD88. THE HORIZONTAL DATUM IS NAD83 CENTRAL ZONE.

FLOODPLAIN

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

ROCHESTER LOCATION

39 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5 - 4 5 8 - 7 7 7 0 ITHACA LOCATION

8 40 H AN SH AW RD , ST E 6 ITHACA, NY 14850 6 0 7 - 2 4 1 - 2 9 1 7

www.marathoneng.com

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

LEGEND

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

FINALfor SITE PLANS

REFERENCES

STATE OFNEW YORK

STAKEOUT

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.

NORTH

JOB NO

SCALE: DRAWN: DESIGNED: DATE: REVISIONS DATE 6/17/25 7/15/25 12/23/25 02/17/26 07/06/26

BY

TOWN OF WEBSTER

MAPPING

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.

1025 RAVENSIDE LANE MONROECOUNTY

1764-25 1"=30' RLB RPB 05/13/2025 REVISION

JPC TOWN COMMENTS JPC TOWN COMMENTS JPC TOWN COMMENTS JPC MCDOH COMMENTS JPC ISSUED MYLAR

TI SIO NIATLOIV FO E W N KR O Y ETATS O NITA D UE C W A L ELCITRA ,541O NITCES 9027 R OF N Y A ,OSNREP SSELU N N GITCA RU EN D EHTO NITCERID FO DESA NECIL LO NISSEFO A RP REENIN GE ON R DL ,R A O YEVR US O T RETLA NI Y N A ,W YA N AM ETI N GIRAEB EHT LAES FO A LO NISSEFO A RP REENIN GE ON R DL .R A O YEVR US FI N AM ETI N GIRAEB EHT LAES FO A LO NISSEFO A RP REENIN GE ON R DL R A O YEVR US S,IDERETLA EHTN GIRETLA REENIN GE O R N DL R A O YEVR US LLA HS XIFFA O T EHT M ETI RIEHT LAES N D EHT O A NITA NT O DERETLA" "YB OLD W ELOF YBRIEHT ER UTG NIS A N D EHT ETA A D FO H US ,O C NITARETLA N D CIFIACEPS A .O NITARETLAEHT FOO NITPIRCSED

ROBERT P. BRINGLEY

DRAWING TITLE:

EXISTING CONDITIONS AND DEMOLITION PLAN 1 of 9 SHEET No:

V1.0

1764-25 JOB No:

DRAWING No:

COBBLESTONE PLACE PHASE 2

NORTH

LEGEND

ADJACENT PROPERTY LINE PROJECT PROPERTY LINE

ROCHESTER LOCATION

EASEMENT LINE

STANDARD ABBREVIATIONS

SIGN

39 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5 - 4 5 8 - 7 7 7 0

EXISTING POWER POLE

ITHACA LOCATION

8 40 H AN SH AW RD , ST E 6 ITHACA, NY 14850 6 0 7 - 2 4 1 - 2 9 1 7

LIGHT POLE EXISTING FENCE (DESCRIPTION)

CURB PROPOSED SIDEWALK

JOB NO

SCALE: DRAWN: DESIGNED: DATE: REVISIONS DATE 6/17/25 7/15/25 12/23/25 02/17/26 07/06/26

CONSTRUCTION NOTES

PROJECT STATISTICS FOR LOT 1025

1. GENERAL: 1.1 DEVELOPER -

BRICKWOOD MANAGEMENT 25 SILVERLIGHT WAY ROCHESTER, NY 14624

1.2 PROPERTY ADDRESS -

1025 RAVENSIDE LANE WEBSTER, NY 14580

1.3 TAX ACCOUNT -

079.15-1-8.003/SEN2

1.4 PARCEL AREA -

5.0 ACRES

LAYOUT

DIMENSIONS SHOWN, WHERE APPLICABLE, SHALL BE FROM THE FACE OF CURB UNLESS SPECIFICALLY CALLED OUT OTHERWISE.

DEMOLITION

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.

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

5. REQUIRED 75' 50' 50' 3 STORIES 165'* 40' 40 94 (2 UNITS/ ACRE)

BOUNDARY

BOUNDARY INFORMATION WAS TAKEN FROM SHEET V1.0 PREPARED BY MARATHON ENGINEERING DATED 09/13/2023 AND IS SHOWN FOR GRAPHICAL REPRESENTATION ONLY.

2. ZONING REGULATIONS: 2.1 ZONING DISTRICT -

STAKEOUT

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.

PROVIDED 16' ** 16'** 0'** 3 STORIES 242'* 36'** 48*** (9.6 UNITS/ ACRES) 89(11 GARAGE)** (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,

GENERAL NOTES 1.

COORDINATION

THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITY WORK WITH OTHER SITE UTILITIES (I.E. GAS, ELECTRIC, LIGHTING, COMMUNICATIONS) TO AVOID POTENTIAL INSTALLATION CONFLICTS.

"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.

MAPPING

10. PERMIT(S) - PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY PERMITS

UTILITY STAKEOUT - THE CONTRACTOR SHALL NOTIFY UDIG NY (1-800-962-7962) FOR A UTILITY

PROPERTY PROTECTION

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.

STAGING - 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.

ACCESS

THE CONTRACTOR SHALL PROVIDE SATISFACTORY VEHICULAR ACCESS TO ALL ADJOINING PROPERTIES, PRIVATE ROADWAYS, PARKING FACILITIES, AND PUBLIC STREETS DURING CONSTRUCTION.

SITE SAFETY

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.

CLOSE-OUT

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.

MAINTENANCE

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.

TOWN OF WEBSTER 1764-25 1"=30' RLB RPB 05/13/2025

REVISION

JPC TOWN COMMENTS JPC TOWN COMMENTS JPC TOWN COMMENTS JPC MCDOH COMMENTS JPC ISSUED MYLAR

APPLICABILITY - THE NOTES AND INFORMATION PROVIDED ON THIS SHEET ARE APPLICABLE TO ALL

STAKEOUT 48 HOURS IN ADVANCE OF COMMENCING WORK. STAKEOUT OF PRIVATE UTILITIES SHALL BE COORDINATED WITH THE OWNER.

BY

1025 RAVENSIDE LANE MONROECOUNTY

FINALfor SITE PLANS

NEW PAVEMENT

STATE OFNEW YORK

www.marathoneng.com

PROPOSED PARKING SPACE COUNT

EXCAVATIONS

ALL EXCAVATIONS SHALL BE BACKFILLED/BARRICADED TO THE SATISFACTION OF THE

CONSTRUCTION STORAGE

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.

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.

ROBERT P. BRINGLEY

12. ARCHITECTURAL LAYOUT LAYOUT OF FOOTPRINT OF BUILDING DATED 1/23/25

DRAWING TITLE:

LAYOUT PLAN

2 of 9 SHEET No:

OWNER'S REPRESENTATIVE AT THE CONCLUSION OF EACH WORKING DAY.

C1.0

1764-25 JOB No:

DRAWING No:

COBBLESTONE PLACE PHASE 2

NORTH

LEGEND

EASEMENT LINE ADJACENT PROPERTY LINE PROJECT PROPERTY LINE

ROCHESTER LOCATION

39 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5 - 4 5 8 - 7 7 7 0

STORM SEWER, MANHOLE & FIELD/DROP INLET SANITARY SEWER WITH MANHOLE

ITHACA LOCATION

EXISTING GAS MAIN & VALVE

8 40 H AN SH AW RD , ST E 6 ITHACA, NY 14850 6 0 7 - 2 4 1 - 2 9 1 7

EXISTING ELECTRIC CONDUIT & STRUCTURE EXISTING TELEPHONE CONDUIT & STRUCTURE

CENTERLINE OF SWALE

JOB NO

SCALE: DRAWN: DESIGNED: DATE: REVISIONS DATE

UTILITY NOTES 1.

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.

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.

TOWN OF WEBSTER

JPC TOWN COMMENTS JPC TOWN COMMENTS JPC MCWA COMMENTS JPC TOWN COMMENTS JPC MCDOH COMMENTS

05/26/26 07/06/26

JPC MCWA COMMENTS JPC ISSUED MYLAR

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 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.

ROBERT P. BRINGLEY

DRAWING TITLE:

2.3 ROOF DRAINAGE - ALL ROOF DRAINAGE SHALL BE COLLECTED AND PIPED TO THE STORM SEWER SYSTEM UNLESS SPECIFIED OTHERWISE.

1.3 FLOOR DRAINS - FLOOR DRAINS, IF CONSTRUCTED IN THE PROJECT. MUST BE CONNECTED TO THE

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.

6/17/25 7/15/25 9/26/25 12/23/25 02/17/26

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

REVISION

2. STORM

1.2 INFILTRATION/ EXFILTRATION - MAXIMUM ALLOWABLE INFILTRATION OR EXFILTRATION SHALL NOT

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.

1764-25 1"=30' RLB RPB 05/13/2025

1.5 SEPARATION - MINIMUM VERTICAL SEPARATION BETWEEN WATER MAINS AND SEWER LINES SHALL BE 18

SANITARY

BY

1025 RAVENSIDE LANE MONROECOUNTY

FINALfor SITE PLANS

OVERHEAD WIRE AND UTILITY POLE

STATE OFNEW YORK

www.marathoneng.com

WATER MAIN WITH HYDRANT & GATE VALVE

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.

WATER 3.1 SEE SHEET C5.2 FOR MONROE COUNTY WATER AUTHORITY AND MONROE COUNTY DEPARTMENT OF

Monroe County Department of Public Health These plans for Public Water System Extension / Improvement are hereby approved pursuant to 10NYCRR5 of the State Sanitary Code subject to conditions of Approval

3 of 9

Director of Public Health

PUBLIC HEALTH WATER NOTES..

UTILITY PLAN

SHEET No

Public Health Engineer

Date

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 ITHACA LOCATION

8 40 H AN SH AW RD , ST E 6 ITHACA, NY 14850 6 0 7 - 2 4 1 - 2 9 1 7

JOB NO

SCALE: DRAWN: DESIGNED: DATE: REVISIONS DATE 6/17/25 7/15/25 12/23/25 02/17/26 07/06/26

EROSION CONTROL NOTES 1.

CONTRACTOR RESPONSIBILITY

ALL CONTRACTORS AND SUB-CONTRACTORS SHALL CERTIFY WITHIN THE SWPPP THAT THEY WILL IMPLEMENT AND MAINTAIN STORM WATER MANAGEMENT PRACTICES.

INSPECTION

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.

NOTIFICATION

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). PRE-CONSTRUCTION - THE APPROPRIATE EROSION CONTROL MEASURES AS DEFINED BY THE CONSTRUCTION DOCUMENTS SHALL BE INSTALLED PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES.

TOPSOIL

UPON COMPLETION OF THE STRIPPING OPERATION, STOCKPILES SHALL BE STABILIZED IN ACCORDANCE TO NYSDEC REGULATIONS. SLOPES - 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.

DUST

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.

CERTIFICATION

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.

EARTHWORK NOTES

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.

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. SEDIMENT BASINS - THE PROPOSED BIORETENTION FACILITIES 1AND 2 WILL BE UTILIZED AS SEDIMENT BASINS DURING CONSTRUCTION. THE CONTRACTOR WILL BE REQUIRED TO REMOVE THE SEDIMENT AND CLEARED TO FINAL GRADE AFTER THE SITE HAS BEEN STABILIZED

ANY NEW CHANNELS AND BANKS OF SEDIMENT BASIN/TRAP. SITE GRADING: l COMPLETE CLEARING AND GRUBBING. 1. l PLACE EROSION CONTROL MEASURES AT TOPSOIL STOCKPILES AND STRIP TOPSOIL. l INSTALL ADDITIONAL EROSION AND SEDIMENT CONTROLS ACCORDING TO PLAN. l STRIP AND STOCKPILE TOPSOIL AND GRADE SITE. l STABILIZE DENUDED AREAS AND STOCKPILES IN AREAS WHERE DISTURBANCE ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, STABILIZATION MEASURES SHOULD BE INITIATED BY THE END OF THE NEXT BUSINESS DAY AND COMPLETED WITHIN 14 DAYS (WITHIN 7 DAYS FOR SITES WITH OVER 5 ACRES OF DISTURBANCE OR DISCHARGES TO A 303D WATERBODY, OR WITHIN 3 DAYS DURING WINTER, NOVEMBER 15TH TO APRIL 1ST). INFRASTRUCTURE (UTILITIES, PARKING LOT, ETC.): 2. l CONSTRUCT STAGING AND MATERIALS STORAGE AREA. l INSTALL UTILITIES. BUILDING/ROAD CONSTRUCTION: l APPLY STONE TO ROADS AND PARKING AREAS. l COMPLETE GRADING, REAPPLY TOPSOIL, AND INSTALL PERMANENT SEEDING, FERTILIZER AND MULCH. l COMPLETE FINAL PAVING. FINAL STABILIZATION AND LANDSCAPING: l REMOVE ACCUMULATED SEDIMENT FROM SEDIMENT BASIN/TRAP. l REMOVE ALL SEDIMENT CONTROL PRODUCTS AFTER SOILS ARE STABILIZED. l INSTALL INFILTRATION/BIORETENTION PRACTICE ONCE ALL DISTURBED UPSTREAM SOILS ARE STABILIZED.

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.

TOWN OF WEBSTER 1764-25 1"=30' RLB RPB 05/13/2025

REVISION

JPC TOWN COMMENTS JPC TOWN COMMENTS JPC TOWN COMMENTS JPC MCDOH COMMENTS JPC ISSUED MYLAR

RESPONSIBILITY

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. l 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.

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

ROBERT P. BRINGLEY

DRAWING TITLE:

GRADING AND EROSION CONTROL PLAN

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.

15. CONSTRUCTION SEQUENCE - . BEFORE ANY SITE GRADING ACTIVITIES BEGIN: l INSTALL STABILIZED CONSTRUCTION ENTRANCE. l PROTECT EXISTING VEGETATION AND ENVIRONMENTAL FEATURES TO REMAIN. l INSTALL PERIMETER SEDIMENT CONTROLS. l CLEAR AND GRUB FOR WATER DIVERSIONS AND SEDIMENT BASIN/TRAP. l CONSTRUCT DIVERSION SWALES AND SEDIMENTATION BASINS/TRAPS. STABILIZE SOILS OF

PREPARATION - PRIOR TO START OF EARTHWORK OPERATIONS THE CONTRACTOR SHALL COMPLETE THE

BY

1025 RAVENSIDE LANE MONROECOUNTY

FINALfor SITE PLANS

STATE OFNEW YORK

www.marathoneng.com

LIFT THICKNESS - THE MAXIMUM LIFT THICKNESS UNDER PAVEMENTS, WALKS, AND STRUCTURAL FILLS

4 of 9

SHALL BE 12 INCHES. HAND OPERATED COMPACTION FILLS SHALL NOT EXCEED 6 INCHES.

SHEET No:

PROOF ROLLING - THE OWNER'S REPRESENTATIVE MAY REQUEST A PROOF ROLL (I.E. LOADED TEN

1764-25

WHEELER) OF SUBGRADE AREAS PRIOR TO PLACEMENT OF SUBBASE MATERIALS. AREAS THAT "FAIL" SHALL BE REMOVED AND REPLACED TO ACHIEVE A PASSING SUBGRADE.

JOB No:

C3.0 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 ITHACA LOCATION

www.marathoneng.com

PROJECT PROPERTY LINE STORM SEWER, MANHOLE & FIELD/DROP INLET CENTERLINE OF SWALE GRADING LIMITS WETLANDS FLOODPLAIN

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 EROSION CONTROL MAT DROP INLET PROTECTION

FINALfor SITE PLANS

EXISTING CONTOUR

STATE OFNEW YORK

ADJACENT PROPERTY LINE

JOB NO

SCALE: DRAWN: DESIGNED: DATE: REVISIONS DATE

BY

TOWN OF WEBSTER

CENTERLINE AND STATIONING

8 40 H AN SH AW RD , ST E 6 ITHACA, NY 14850 6 0 7 - 2 4 1 - 2 9 1 7

1025 RAVENSIDE LANE MONROECOUNTY

LEGEND:

1764-25 1"=30' RLB RPB 05/13/2025 REVISION

8/1/25 12/23/25 02/17/26

JPC TOWN COMMENTS JPC TOWN COMMENTS JPC MCDOH COMMENTS

07/06/26

JPC ISSUED MYLAR

ROBERT P. BRINGLEY

DRAWING TITLE:

POND PLAN

5 of 9 SHEET No:

C3.1

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 ITHACA LOCATION

8 40 H AN SH AW RD , ST E 6 ITHACA, NY 14850 6 0 7 - 2 4 1 - 2 9 1 7

2 UF

1 JS

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

2 JC

6 PS

4 BL

6 BL

LIGHT BASE 2 SA

2 JC 5 BL

3 MC

2 JS

3 SA

TOWN OF WEBSTER

1 GS

FINALfor SITE PLANS

5 BL

1025 RAVENSIDE LANE MONROECOUNTY

1 QB

STATE OFNEW YORK

www.marathoneng.com

1 QB

3 BH

3 PG

3 PA

2 UP

JOB NO

SCALE: DRAWN: DESIGNED: DATE: REVISIONS

4 PG

DATE 6/17/25 7/15/25 12/23/25 02/17/26 07/06/26

BY

1764-25 1"=30' RLB RPB 05/13/2025 REVISION

JPC TOWN COMMENTS JPC TOWN COMMENTS JPC TOWN COMMENTS JPC MCDOH COMMENTS JPC ISSUED MYLAR

LIGHTING SCHEDULE Index

Manufacturer

Article name

Item number

Fitting

Luminous flux

Light loss factor

L1

Global Lighting Perspectives

AB40 SERIES

AB40AC-CL/G3L ED65-T5-27K

7589 lm

0.80

Connected load Mounting Height 67.3 W

20'

Quantity 8

DECIDUOUS PLANTINGS

LANDSCAPING SCHEDULE KEY

BOTANICAL NAME

COMMON NAME

QTY.

SIZE

ROOT

AR

ACER RUBRUM 'MAGNIFICENT MAGENTA'

BURGUNDY BELLE RED MAPLE

TBD

BALLED & BURLAPPED

BL

BERBERIS WORRYFREE LEMONCUTIE

LEMON CUTIE BARBERRY

18" HT

2" CONT.

BH

BETULA NIGRA HERITAGE

HERITAGE BLUEBIRCH

10' HT

BALLED & BURLAPPED

GS

GLEDITSIA TRIA. INER. 'STREET KEEPER'

STREET KEEPER HONEYLOCUST

1 3/4" CALIPER

BALLED & BURLAPPED

IP

ILEX MERS. 'BLUE PRINCE & PRINCESS'

BLUE PRINCE(2) BLUE PRINCESS (4) HOLLY

24" HT

#5 CONT.

JC

JUNIPERUS SAB. 'CALGARY CARPET'

CALGARY CARPET JUNIPER

15-18" SPREAD.

#3 CONTAINER

JS

JUNIPERUS CHINENSIS 'SEA GREEN'

SEA GREEN JUNIPER

24" SPREAD

BALLED & BURLAPPED

MC

MALUS 'CARDINAL'

CARDINAL CRABAPPLE

2" CAL

BALLED & BURLAPPED

MS

MALUS 'SPRING SNOW'

SPRING SNOW CRABAPPLE

1 3/4" CALIPER

BALLED & BURLAPPED

PL

PHYSOCARPUS OPUL. 'LEMON CANDY'

LEMON CANDY NINEBARK

18-24" HT

BALLED & BURLAPPED

PS

PHYSOCARPUS OPUL. 'SUMMER WINE'

SUMMER WINE NINEBARK

3-4' HEIGHT

BALLED & BURLAPPED

PA

PICEA ABIES

NORWAY SPRUCE

6'-7' HEIGHT

BALLED & BURLAPPED

PN

PICEA A. NIDIFORMIS

BIRDS NEST SPRUCE

CLUMP

#2 CONTAINER

PG

PICEA GLAUCA

WHITE SPRUCE

6'-7' HEIGHT

BALLED & BURLAPPED

QB

QUERCUS BILOBA

SWAMP WHITE OAK

2-2.5" CALIPER

BALLED & BURLAPPED

RG

RHUS AROM. 'GRO-LOW'

GRO-LOW SUMAC

18" SPR

#2 CONTAINER

UF

ULMIS X. 'FRONTIER'

FRONTEIR ELM

2" CAL

BALLED & BURLAPPED

REMARKS

CLUMP FORM 3 STEM

GROUND COVER PLANTINGS ROBERT P. BRINGLEY

DRAWING TITLE:

LIGHTING & LANDSCAPING PLAN

FULL BODY

6 of 9

SHRUB 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 ITHACA LOCATION

8 40 H AN SH AW RD , ST E 6 ITHACA, NY 14850 6 0 7 - 2 4 1 - 2 9 1 7

DROP/ FIELD INLET

A

STONE EDGE TREATMENT (WITHOUT CURB)

A

TOWN OF WEBSTER

PAVEMENT SECTION

CONCRETE SIDEWALK

1025 RAVENSIDE LANE MONROECOUNTY

SANITARY TRENCH

FINALfor SITE PLANS

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

STORM TRENCH PERFORATED PIPE

6/17/25 7/15/25 12/23/25 02/17/26 07/06/26

BY

1764-25 AS SHOWN RLB RPB 05/13/2025 REVISION

JPC TOWN COMMENTS JPC TOWN COMMENTS JPC TOWN COMMENTS JPC MCDOH COMMENTS JPC ISSUED MYLAR

RESERVED PARKING AND SIGNAGE TI SIO NIATLOIV FO E W N KR O Y ETATS O NITA D UE C W A L ELCITRA ,541O NITCES 9027 R OF N Y A ,OSNREP SSELU N N GITCA RU EN D EHTO NITCERID FO DESA NECIL LO NISSEFO A RP REENIN GE ON R DL ,R A O YEVR US O T RETLA NI Y N A ,W YA N AM ETI N GIRAEB EHT LAES FO A LO NISSEFO A RP REENIN GE ON R DL .R A O YEVR US FI N AM ETI N GIRAEB EHT LAES FO A LO NISSEFO A RP REENIN GE ON R DL R A O YEVR US S,IDERETLA EHTN GIRETLA REENIN GE O R N DL R A O YEVR US LLA HS XIFFA O T EHT M ETI RIEHT LAES N D EHT O A NITA NT O DERETLA" "YB OLD W ELOF YBRIEHT ER UTG NIS A N D EHT ETA A D FO H US ,O C NITARETLA N D CIFIACEPS A .O NITARETLAEHT FOO NITPIRCSED

TOP VIEW

CONCRETE CURB WITH LAWN/ PLANTER BEHIND ROBERT P. BRINGLEY

DRAWING TITLE:

CONSTRUCTION DETAILS

FRONT VIEW

CONCRETE PAVEMENT

BIKE RACK DETAIL (TYP.)

SIDE VIEW

TALL CONCRETE CURB

7 of 9 SHEET No:

C5.0

1764-25 JOB No:

DRAWING No:

COBBLESTONE PLACE PHASE 2

5:1

ROCHESTER LOCATION

39 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5 - 4 5 8 - 7 7 7 0 ITHACA LOCATION

8 40 H AN SH AW RD , ST E 6 ITHACA, NY 14850 6 0 7 - 2 4 1 - 2 9 1 7

A D

B C D

DUMPSTER ENCLOSER

JOB NO

SCALE: DRAWN: DESIGNED: DATE: REVISIONS

STONE LINED EMERGENCY SPILLWAY ACCESS RAMP

RIPRAP OUTLET PROTECTION

DATE 6/17/25 7/15/25 12/23/25 02/17/26 07/06/26

BY

TOWN OF WEBSTER

SILT FENCE

1025 RAVENSIDE LANE MONROECOUNTY

STABILIZED CONSTRUCTION ENTRANCE

FINALfor SITE PLANS

STOCKPILE AREA

STATE OFNEW YORK

www.marathoneng.com

1764-25 AS SHOWN RLB RPB 05/13/2025 REVISION

JPC TOWN COMMENTS JPC TOWN COMMENTS JPC TOWN COMMENTS JPC MCDOH COMMENTS JPC ISSUED MYLAR

X

X X

X

X X

X

X X X X XX X X X X X X X X X XX

X

X X X X X

ROBERT P. BRINGLEY

BIORETENTION SECTION DETAIL DRAWING TITLE:

CONSTRUCTION DETAILS

EROSION CONTROL BLANKET SEDIMENT BASKET INLET PROTECTION

8 of 9

CONCRETE WASHOUT

SHEET No:

C5.1

1764-25 JOB No:

DRAWING No:

COBBLESTONE PLACE PHASE 2

3. PUBLIC WATER (MCWA AND MCHD)

3.1 SPECIFICATIONS - WATER MAINS AND APPURTENANCES TO BE CONSTRUCTED IN ACCORDANCE WITH THE REGULATIONS AND SPECIFICATIONS OF THE WATER AUTHORITY.

3.2 MATERIAL: · WATER MAIN(S) SHALL BE 6"-INCH, ZINC-COATED, CEMENT-LINED, CLASS 52 DUCTILE IRON PIPE. · WATER METER(S) SHALL BE LOCATED ON THE INTERIOR OF EXTERIOR WALLS IMMEDIATELY UPON SERVICE ENTRANCE INTO THE BUILDING(S). ON METERED SERVICES REQUIRING A 1 1/2-INCH OR LARGER METER A BYPASS AROUND THE METER IS REQUIRED. · ALL GATE VALVES SHALL HAVE STAINLESS STEEL BODY AND BONNET BOLTS.

ROCHESTER LOCATION

39 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5 - 4 5 8 - 7 7 7 0 ITHACA LOCATION

3.3 TESTS:

SPECIFICATIONS. A WATER AUTHORITY REPRESENTATIVE MUST WITNESS THIS TEST.

· HEALTH SAMPLE - THE WATER MAIN SHALL BE DISINFECTED EQUAL TO AWWA STANDARD SPECIFICATIONS, DESIGNATION C-651, BY USING THE CONTINUOUS FEED METHOD. AFTER FLUSHING AND DISINFECTING THE WATER MAIN, WATER SAMPLES SHALL BE COLLECTED FROM THE MAIN BY THE HEALTH DEPARTMENT WITH JURISDICTION OF THE AREA. FIRE HYDRANTS ARE NOT ACCEPTABLE SAMPLING POINTS. APPROVAL AND NOTIFICATION BY THE HEALTH DEPARTMENT MUST BE RECEIVED BEFORE THE MAIN IS PLACED IN SERVICE.

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

· MINIMUM VERTICAL SEPARATION BETWEEN WATER MAIN AND SEWER MAINS SHALL BE 18” MEASURED FROM THE OUTSIDE OF THE PIPES AT THE POINT OF CROSSING. MINIMUM HORIZONTAL SEPARATION BETWEEN WATER MAINS AND SEWER MAINS SHALL BE TEN FEET MEASURED FROM THE OUTSIDE OF THE PIPES. ONE FULL LENGTH OF WATER MAIN SHALL BE CENTERED UNDER OR OVER THE SEWER SO THAT BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE. WHERE A WATER MAIN CROSSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT (COMPACTED SELECTED FILL) SHALL BE PROVIDED FOR THE SEWERS TO PREVENT EXCESSIVE DEFLECTION OF JOINTS AND SETTLING ON AND BREAKING THE WATER MAINS.

· FIRE HYDRANT WEEP HOLES (DRAINS) SHALL BE PLUGGED WHEN GROUND WATER IS ENCOUNTERED WITHIN SEVEN FEET OF THE FINISHED GRADE.

· ALL MECHANICAL JOINT FITTINGS (TEES, BENDS, PLUGS, ETC.) SHALL BE BACKED WITH 2500 PSI CONCRETE THRUST BLOCKS OF APPROPRIATE SIZE TO PROVIDE THRUST RESTRAINT.

3.5 FLUSHING - WATER MAINS DESIGNATION C651 (LATEST REVISION). FOLLOWING DISINFECTION, THE WATER MAIN SHALL BE FLUSHED UNTIL THE CHLORINE CONCENTRATION IN THE WATER LEAVING THE MAIN IS NO HIGHER THAN THAT GENERALLY PREVAILING IN THE SYSTEM.

3.6 DISINFECTION - THE WATER MAIN PIPELINE SHALL BE DISINFECTED EQUAL TO AWWA STANDARD FOR DISINFECTING WATER MAINS DESIGNATION C651 (LAST REVISED). 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.

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

3.7 SAMPLING - THE SAMPLING POINT(S) MUST BE DECONTAMINATED BY FLAMING. · FIRE HYDRANTS ARE NOT ACCEPTABLE SAMPLING POINTS.

FINALfor SITE PLANS

3.4 INSTALLATION:

STATE OFNEW YORK

· PRESSURE - WATER MAINS TO BE PRESSURE TESTED IN ACCORDANCE WITH THE LATEST WATER AUTHORITY

SOIL BEARING STRENGTH - 1,000 PSF 100 PSI TEST PRESSURE

www.marathoneng.com

· 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.

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

3.8 SEPARATION - 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 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' MEASURED FROM THE OUTSIDE OF THE PIPES, MANHOLES OR VAULTS.

TOWN OF WEBSTER

POLYETHYLENE ENCASEMENT PER ANSI/AWWS C105/AZ1.5-82 PRIOR TO WATER MAIN INSTALLATION. SOIL TESTING SHALL BE CONDUCTED BY AN APPROVED SOIL TESTING LABORATORY IN ACCORDANCE WITH WATER AUTHORITY STANDARDS.

8 40 H AN SH AW RD , ST E 6 ITHACA, NY 14850 6 0 7 - 2 4 1 - 2 9 1 7

1025 RAVENSIDE LANE MONROECOUNTY

· SOIL - THE CONTRACTOR SHALL PROVIDE A SOIL TEST EVALUATION TO DETERMINE THE NEED FOR

3.9 HYDRANTS - WHEN INSTALLING FIRE HYDRANTS, SHOULD GROUND WATER BE ENCOUNTERED WITHIN SEVEN FEET (7') OF THE FINISHED GRADE, FIRE HYDRANT WEEP HOLES (DRAINS) SHALL BE PLUGGED.

VERTICAL DOWN THRUST BLOCKS

3.10 TESTING - THE WATER MAIN PIPELINE AND APPURTENANCES SHALL BE PRESSURE/LEAKAGE TESTED IN ACCORDANCE WITH THE MINIMUM REQUIREMENTS OF THE AWWA STANDARD C600 (LATEST VERSION) OR IN ACCORDANCE WITH MORE STRINGENT REQUIREMENTS IMPOSED BY THE SUPPLIER OF WATER.

MCWA STANDARD DETAIL (DME 7, JAN 2025) NTS

MCWA 4" AND LARGER WATER SERVICE LINE NOTES (DME 26, JAN 2025) 1.

ALL MATERIALS, INSTALLATION AND TESTING PROCEDURES SHALL BE IN COMPLIANCE WITH CURRENT AWWA STANDARDS AND IN ACCORDANCE WITH THE REGULATIONS AND SPECIFICATIONS OF THE AUTHORITY. SHOULD A CONFLICT EXIST THE AUTHORITY’S SPECIFICATIONS SHALL GOVERN.

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

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

WATER SERVICE LINES SHALL BE IDENTIFIED AS:

HORIZONTAL & VERTICAL UP THRUST BLOCKS

MCWA PORTION

FROM THE WATER MAIN TO AND INCLUDING THE CONTROL VALVE ON THE ROW/PROPERTY/EASEMENT LINE

ZINC COATED CLASS 52 D.I.P.*

CMB

MCWA STANDARD DETAIL (DME 6, JAN 2025) NTS

PRIVATE PORTION

FROM THE CONTROL VALVE TO THE METER

D.I.P.*

CMB

(a) ACCEPTABLE MATERIALS IS *CLASS 52 CEMENT MORTAR LINED ZINC-COATED DUCTILE IRON PIPE. (b) SERVICE TYPES INCLUDE: DOMESTIC = DS, FIRE = FS, OR COMBINE = CMB 5.

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

WATER METER(S) TO BE LOCATED ON THE INTERIOR OF EXTERIOR WALLS(S) IMMEDIATELY UPON SERVICE ENTRANCE INTO THE BUILDING FOOTPRINT OR HEATED ENCLOSURE. A BYPASS ASSEMBLY IS NOT REQUIRED AROUND 5/8-INCH THROUGH 1-INCH METERS. 1 ½-INCH AND 2-INCH METERS MAY REQUIRE A BYPASS ASSEMBLY DEPENDING UPON THE APPLICATION. 3-INCH AND LARGER METERS REQUIRE A BYPASS ASSEMBLY.

WATER SERVICE LINES SIZED 4-INCHES OR GREATER SHALL BE:

JOB NO

SCALE: DRAWN: DESIGNED: DATE: REVISIONS DATE 6/17/25 7/15/25 12/23/25 02/17/26 07/06/26

BY

1764-25 1"=30' RLB RPB 05/13/2025 REVISION

JPC TOWN COMMENTS JPC TOWN COMMENTS JPC TOWN COMMENTS JPC MCDOH COMMENTS JPC ISSUED MYLAR

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

VALVE MCWA STANDARD DETAIL (DME 5, JAN 2025) NTS

DISINFECTION/ BLOW-OFF/ SAMPLING TAP (TEMPORARY) MCWA STANDARD DETAIL (DME 14, JAN 2025) NTS

· 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.

ROBERT P. BRINGLEY

DRAWING TITLE:

CONSTRUCTION DETAILS

9 of 9

DIP TRENCH MCWA STANDARD DETAIL (DME 3, JAN 2025) NTS

SHEET No:

C5.2

1764-25 JOB No:

DRAWING No:

End of document