05 0761 23 Section 3 Site Plan

FINAL SECTION 3 PLANS for

WESTWOOD ESTATES SUBDIV 451 SALT ROAD SITUATE IN:

TOWN OF WEBSTER- MONROECOUNTY

STATE OF NEW YORK MOTION FOR A TYPE I ACTION - NEGATIVE DECLARATION Whereas the Town of Webster Planning Board (Planning Board) considered the request by Applicant, Combat Construction LLC, ro construct Cluster Development housing consisting of 106 single family lots on 85.0 acres of land of which 33.4 acres is proposed as open space. The project entails parcels having SBL # 050.04-1-72.11 and 050.04-1-71 and is located in an R-3 District (Single Family).

NORTH

Whereas at its March 20, 2018 meeting, the Planning Board determined that the action is a Type I action, that the action is subject to a single agency review, that it was the most appropriate agency for making a determination of significance, and declared itself lead agency. The planning Board received no objections to its declaration of lead agency. Whereas the Planning Board has given consideration to the criteria for determining significance as set forth in Section 617.7(c) (1) of SEQR, and has 1. considered the information contained in the Full Environmental Assessment Form Part 1 dated February 1, 2018, 2. considered public comments directed to the Planning Board during sketch plan review on a. September 19, 2017, and b. October 17, 2017. 3. considered public comments directed to the Planning Board during the Public Hearings on a. March 20, 2018, and b. November 6, 2018. 4. considered public comments, presentations, and letters addressed to the Planning Board in regards to the Action, 5. considered responses to said comments by applicants engineer, 6. considered information provided in the document entitled, Supplement to the Engineers Report and Environmental Assessment Form for the Webster West Subdivision (Marathon Engineering, 10/16/18), and 7. Completed Parts 2 and 3 of the Environmental Assessment Form. NOW, THEREFORE, BE IT RESOLVED that the TOWN OF WEBSTER PLANNING BOARD hereby determines that the proposed project will not have a significant adverse effect on the environment for the reasons set forth in the attached Full Environmental Assessment Form, Part 3 - Evaluation of the Magnitude and Importance of Project Impacts and Determination of Significance; be it further, RESOLVED that the TOWN OF WEBSTER PLANNING BOARD is authorized to take all actions reasonable and necessary to file the Negative Declaration and discharge the TOWN OF WEBSTER PLANNING BOARD'S responsibility as lead agency for this action, be it further, RESOLVED that the TOWN OF WEBSTER PLANNING BOARD, based on the information and analysis above, the referenced supporting documentation, and discussions of the action by the TOWN OF WEBSTER PLANNING BOARD as documented by the Minutes for this and other meetings, that the proposed action WILL NOT result in any significant environmental impacts, be it further, RESOLVED that the TOWN OF WEBSTER PLANNING BOARD, therefore makes a DETERMINATION OF NON-SIGNIFICANCE, be it further, RESOLVED, that the TOWN OF WEBSTER PLANNING BOARD, based on the above reasons issues a NEGATIVE DECLARATION as evidence of its determination.

RESOLUTION 18-117 Mr. Anderson made a motion to Negative Declaration seconded by Mr. Rampe as follows: VOTE:

Mr. Anderson Mr. Arena Mr. Kosel Mr. Malta Mr. Meixell Mr. Casciani Mr. Rampe

AYE AYE AYE AYE AYE AYE AYE

RESOLUTION 18-118 Mr. Casciani made a motion to APPROVAL to WEBSTER WEST SUBDIVISION - Located at 415 Salt Road (Webster West Golf Course). PRELIMINARY SITE PLAN with conditions seconded by Mr. Malta as follows:

Conditions:

PROJECT LOCATION

1. Subject to PRC Comments 2. Subject to Conservation Board comments 3. Subject to Monroe County Water Authority comments 4. Address any land to be conveyed to the Town or adjoining property owners (the four parcels that they are selling) 5. All the improvements shall be constructed according to the specification of the Town of Webster. 6. All roadway construction to be in accordance with the specification and regulations set forth by the Town of Webster. 7. All site work is to be in compliance with the standards of the Town of Webster. 8. Preserve all mature trees on site, where possible, and mark said trees by the developer's engineer prior to the commencing of any site work. 9. Comply with all requirements of any Federal, State, County or Town agency. 10.Drainage and swales should be installed before building permits

VOTE:

Mr. Anderson Mr. Arena Mr. Kosel Mr. Malta Mr. Meixell Mr. Casciani Mr. Rampe

AYE AYE AYE AYE AYE AYE AYE

LOCATION MAP NOT TO SCALE

RESOLUTION 20-PB-0204 CONDITIONS: 1. SUBJECT TO PRC COMMENTS 2. SUBJECT TO PARKS AND RECREATION FEES (IF APPLICABLE) 3. SUBJECT TO PRELIMINARY APPROVAL CONDITIONS 4. SUBJECT TO DEPARTMENT OF PUBLIC WORKS APPROVAL 5. SIGNIFICANT CONSTRUCTION SHALL OCCUR WITHIN ONE YEAR, AS DEEMED BY THE PLANNING BOARD, TO EXPIRE ON 7/6/22. 6. THE CONDITIONS OF PRELIMINARY AND FINAL APPROVAL ARE DEPICTED ON THE COVER PAGE OF THE FINAL DESIGNED PLANS. 7. THE ENGINEER FOR THE PROPOSED PROJECT SHALL PROVIDE A LETTER OF CERTIFICATION THAT ALL PROPOSED WORK WAS COMPLETED, AS PER PLANNING BOARD RESOLUTION OF FINAL APPROVAL, BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. 8. A LETTER OF CREDIT TO THE TOWN FOR THE PROJECT SHALL INCLUDE THE FEE FOR THE ENGINEER'S FINAL CERTIFICATION INSPECTION OF THE SITE. 9. ALL STORMWATER FACILITIES ARE TO BE CONSTRUCTED FIRST. 10.ALL DOWNSPOUTS TO BE CONNECTED TO THE STORM SEWER SYSTEM. 11.SUBJECT TO RESOLUTION OF THE FINAL APPROVED MINUTES. 12.APPROVALS ARE SUBJECT TO DRAWING No. C1.0

ROCHESTER LOCATION

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

C

COPYRIGHT 2024 MARATHON ENGINEERING OF ROCHESTER, P.C.

840 HANSHAW RD, STE 6 ITHACA, NY 14850 6 0 7 - 2 4 1 - 2 9 1 7

www.marathoneng.com

1. APPLICABILITY - THE NOTES AND INFORMATION PROVIDED ON THIS SHEET ARE APPLICABLE TO ALL "C" SERIES

2. STORM

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

2.1 REGULATIONS - STORM SEWERS AND APPURTENANCES SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE LATEST REGULATIONS OF THE MUNICIPALITY.

2. 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.

3. 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.

4. 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.

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

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: l REINFORCED CONCRETE PIPE (RCP), CLASS III l CORRUGATED STEEL PIPE (CSP), 16 GAUGE, ASPHALT COATED-SMOOTH BORE l HIGH DENSITY CORRUGATED POLYETHYLENE PIPE (PE), AASHTO M-29, TYPE S, ASTM D-3350. l LATERALS SHALL BE SDR-21, 6 INCHES IN DIAMETER.

2.3 ROOF DRAINAGE - UNLESS OTHERWISE NOTED ON THE PLANS, ALL ROOF DRAINAGE SHALL BE DIRECTED TO SPLASH BLOCKS OR DAYLIGHTED TO THE REAR OF THE LOT. SUMP PUMPS SHALL BE CONNECTED TO THE STORM LATERALS.

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.

3. PUBLIC WATER EXTENSION 6. SITE SAFETY - PRIOR TO AND THROUGHOUT CONSTRUCTION, THE CONTRACTOR SHALL POST SIGNAGE IN CONFORMANCE WITH THE REQUIREMENTS OF THE LOCAL MUNICIPALITY AND OCCUPATIONAL HEALTH AND SAFETY ACT (OHSA). JOB SAFETY AND MAINTENANCE AND PROTECTION OF TRAFFIC IS THE RESPONSIBILITY OF THE CONTRACTOR.

(MCWA AND MCPHD)

3.1 SPECIFICATIONS - WATER MAINS AND APPURTENANCES TO BE CONSTRUCTED IN ACCORDANCE WITH THE

ROCHESTER LOCATION

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

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.

ITHACA LOCATION

840 HANSHAW RD, STE 6 ITHACA, NY 14850 6 0 7 - 2 4 1 - 2 9 1 7

www.marathoneng.com

2. 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.

REGULATIONS AND SPECIFICATIONS OF THE MONROE COUNTY WATER AUTHORITY.

7. EXCAVATIONS - ALL EXCAVATIONS SHALL BE BACKFILLED/BARRICADED TO THE SATISFACTION OF THE OWNER'S

3.2 MATERIAL:

3. TESTING - THE FOLLOWING MAXIMUM DRY DENSITIES SHALL BE ACHIEVED AS MEASURED BY THE MODIFIED

REPRESENTATIVE AT THE CONCLUSION OF EACH WORKING DAY.

8. 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.

9. 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.

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

CONSTRUCTION 1. STAKEOUT - THE CONSTRUCTION STAKEOUT SHALL BE PERFORMED BY A LICENSED LAND SURVEYOR USING CONTROL PROVIDED ON THESE PLANS. ANY DISCREPANCIES SHALL BE REPORTED TO THE DESIGN ENGINEER (PRIOR TO THE INSTALLATION OF IMPROVEMENTS) FOR COORDINATION AND CLARIFICATION.

2. BOUNDARY - BOUNDARY INFORMATION WAS TAKEN FROM "BOUNDARY SURVEY MAP PREPARED FOR WEBSTER GOLF COURSE WEST" PREPARED BY MAGDE LAND SURVEYING, P.C. DATED 12/7/2013 AND IS SHOWN FOR GRAPHICAL REPRESENTATION ONLY.

l WATER MAIN(S) SHALL BE 8-INCH DUCTILE IRON ZINC COATED CLASS 52. l WATER SERVICE(S) SHALL BE 1-INCH TYPE K COPPER FROM THE WATER MAIN TO THE CURB BOX

AND1-INCH (TYPE K SOFT COPPER OR PE #3408) FROM THE CURB BOX TO THE METER. l 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.

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.

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

5. 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.

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.

UTILITIES

1.1 MATERIALS

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

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. l PRESSURE - THE WATER MAIN SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE LATEST

WATER AUTHORITY SPECIFICATION. A WATER AUTHORITY REPRESENTATIVE MUST WITNESS THIS TEST. l 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 MONROE COUNTY HEALTH DEPARTMENT. FIRE HYDRANTS ARE NOT ACCEPTABLE SAMPLING POINTS. APPROVAL AND NOTIFICATION BY THE HEALTH DEPARTMENT MUST BE RECEIVED BEFORE THE MAIN IS PLACED IN SERVICE.

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 DESIGNATION C828-86 ENTITLED PRACTICE FOR LOW PRESSURE AIR TEST OF VITRIFIED CLAY PIPE LINES. SANITARY MANHOLES SHALL BE VISUALLY INSPECTED AND TESTED FOR LEAKAGE BY EX FILTRATION OR VACUUM. VACUUM TESTING OF MANHOLES SHALL COMPLY WITH THE METHOD OUTLINED IN THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION TECHNICAL INFORMATION PAMPHLET (TIP) NO. 15 (REVISED).

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 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.

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 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.

4. LIFT THICKNESS - THE MAXIMUM LIFT THICKNESS UNDER PAVEMENTS, WALKS, AND STRUCTURAL FILLS SHALL BE

(I.E. LOADED TEN WHEELER) OF SUBGRADE AREAS BEING PERFORMED PRIOR TO PLACEMENT OF SUBBASE MATERIALS. AREAS THAT "FAIL" SHALL BE REMOVED AND REPLACED TO ACHIEVE A PASSING SUBGRADE.

6. EXISTING SOIL CONDITIONS - NO EXISTING SOIL INFORMATION HAS BEEN PROVIDED BY THE OWNER/ DEVELOPER. IT IS ASSUMED THAT SOILS ARE SUITABLE FOR CUTS AND FILLS. FOR PURPOSES OF DESIGN 12" OF TOPSOIL WAS ASSUMED TO BE PRESENT ON AVERAGE THROUGHOUT THE SITE.

7. DEWATERING - THE CONTRACTOR IS RESPONSIBLE FOR ALL DEWATERING PRACTICES INCLUDING DRYING OF MATERIAL TO ACCOMPLISH COMPACTION IN FILL AREAS AND DEMONSTRATING SUITABILITY OF SUBGRADE.

EROSION CONTROL 1. CERTIFICATION - THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP), WHICH INCLUDES THE "GRADING

l 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.

l MINIMUM VERTICAL SEPARATION BETWEEN WATER MAINS 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 DEFLECTIONS 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.

SEVEN FEET OF THE FINISHED GRADE.

l ALL MECHANICAL JOINT FITTINGS (TEES, BENDS, PLUGS, ETC.) SHALL BE BACKED WITH 2500 PSI CONCRETE THRUST BLOCKS.

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

3. 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.

4. NOTIFICATION - AS DESIGN ENGINEER, OUR OFFICE HAS NOTIFIED THE OWNER OF THE INSPECTION REQUIREMENTS UNDER GP-15-02. 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-15-02. THE REGULATIONS REQUIRE THAT A LICENSED PROFESSIONAL COMPLETE A WEEKLY INSPECTION (THROUGHOUT THE PERIOD OF LAND DISTURBANCE).

5. PRE-CONSTRUCTION - THE APPROPRIATE EROSION CONTROL MEASURES AS DEFINED BY THE CONSTRUCTION

3.5 DISINFECTION -

TOWN OF WEBSTER

DOCUMENTS SHALL BE INSTALLED PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES.

l THE WATER MAIN SHALL BE DISINFECTED EQUAL TO AWWA STANDARD FOR DISINFECTING 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. l ALL WATER MAIN FITTINGS NOT RECEIVING 24-HOUR CHLORINE DISINFECTION CONTACT TIME

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

l 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") l LATERALS - PIPING SHALL BE POLYVINYL CHLORIDE (PVC) WITH ENDS SUITABLE FOR ELASTOMERIC GASKET JOINTS, AND A MINIMUM WALL THICKNESS OF SDR-21 OR SCH. 40 4 INCHES IN DIAMETER. PIPING AND FITTINGS SHALL MEET ASTM D-2241. l JOINTING MATERIALS - SHALL BE BELL-AND-SPIGOT WITH INTEGRAL PUSH ON TYPE ELASTOMERIC GASKET JOINTS, GASKET MATERIAL TO BE NEOPRENE MEETING ASTM D-3212. l MANHOLES - SHALL BE PRECAST CONCRETE WITH NEOPRENE GASKETS MEETING ASTM C-478 & ASTM C-443.

DESCRIPTION

5. PROOF ROLLING - THE TOWN OF WEBSTER HIGHWAY DEPARTMENT SHALL BE NOTIFIED PRIOR TO A PROOF ROLL

3.3 TESTS:

MUST BE SWAB DISINFECTED 30 MINUTES PRIOR TO INSTALLATION.

1. SANITARY

SYMBOL

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

l FIRE HYDRANT WEEP HOLES (DRAINS) SHALL BE PLUGGED WHEN GROUND WATER IS ENCOUNTERED WITHIN 6. CLOSE-OUT - THE CONTRACTOR'S WORK SCOPE INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING AT PROJECT

PROPOSED LEGEND

l ALL GATE VALVES SHALL HAVE STAINLESS STEEL BODY AND BONNET BOLTS.

3.4 INSTALLATION:

3. DEMOLITION - CLEARING AND GRUBBING SHALL BE LIMITED TO THE SITE BOUNDARIES OR WITHIN THE "WORK LIMIT

PROCTOR METHOD ASTM D-1557: l 95%- 99% IN ALL FILL AREAS WITHIN THE R.O.W. 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.

FINAL SECTION 3 PLANS for

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.

DESCRIPTION

STATE OFNEW YORK

EARTHWORK

SYMBOL

TOWN OF WEBSTER

UTILITIES (CONT.)

DESCRIPTION

451 SALT ROAD MONROECOUNTY

GENERAL

SYMBOL

WESTWOOD ESTATES SUBDIVISION

NOTES, INFORMATION AND SPECIFICATIONS

EXISTING LEGEND

l 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.

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

7. 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. RILLS SHALL BE IMMEDIATELY ADDRESSED AND STABILIZED AS NEEDED WITH JUTE MESH OR REAPPLICATION OF MULCH.

8. 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.

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.

1. ALL TAXES AND FEES ON LANDS TO BE DEDICATED TO THE TOWN ARE THE RESPONSIBILITY OF THE DEVELOPER UNTIL SAID DEDICATION OCCURS. THE TOWN WILL NOT RECEIVE DEDICATION OF ANY LANDS PRIOR TO A MINIMUM OF 80% OF THE BUILDING LOTS OBTAINING CERTIFICATES OF OCCUPANCY.

JOB NO

SCALE: DRAWN: DESIGNED: DATE: REVISIONS DATE

BY

0761-23 N/A PBG RPB 04/16/2024 REVISION

l THE WATER MAIN SHALL NOT BE PLACED INTO SERVICE UNTIL SO AUTHORIZED BY THE MONROE COUNTY

DEPARTMENT OF HEALTH.

10. WORK STOPPAGE - ALL DISTURBED AREAS NOT TO BE WORKED WITHIN 21 DAYS MUST BE SEEDED WITHIN 14 DAYS FROM THE LAST CONSTRUCTION ACTIVITY IN THAT AREA.

3.7 PRIVATE SERVICES: LOTS WITH PRIVATE SERVICES: 27 (LOTS 201-213, 219-225, 227-233) EXCEPTION LOTS: 4 (LOTS 214, 215, 216, 217) LOT 218 TO USE EXISTING WATER SERVICE FOR BUILDING TO REMAIN (LOTS 225 AND 317 WILL BE CONSIDERED AN EXCEPTION LOT FOR SECTION-3 CONSTRUCTION)

ABBREVIATIONS

11. 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

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. GUARANTEE - 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. TOPSOIL - 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. 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.

MONROE COUNTY DEPARTMENT OF TRANSPORTATION NOTES 1. PERMITS -AFTER M.C.D.O.T. APPROVES THIS PROJECT, A 136 HIGHWAY PERMIT AND 239-F PERMIT WILL BE REQUIRED. INSPECTION OF ALL CONSTRUCTION IN THE RIGHT-OF-WAY WILL BE A CONDITION OF THESE PERMITS.

2. DRAINAGE -HIGHWAY DRAINAGE ALONG THE COUNTY HIGHWAY MUST BE MAINTAINED. THE APPLICANT WILL BE RESPONSIBLE FOR ALL REQUIRED GRADING IN THE COUNTY RIGHT-OF-WAY. THE APPLICANT WILL PLACE A CULVERT AND/OR STORM SEWER OF A TYPE AND SIZE DETERMINED BY THE MONROE COUNTY DEPARTMENT OF TRANSPORTATION.

3. MATERIALS - ALL MATERIALS INSTALLED IN THE COUNTY RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE MONROE COUNTY DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS AND DETAILS IN EFFECT WHEN INSTALLED.

4. UTILITY CROSSINGS - ALL UTILITIES MUST BE BORED ACROSS THE COUNTY HIGHWAY, IF APPLICABLE. NO OPEN CUT

ROBERT P. BRINGLEY

DRAWING TITLE:

NOTES, ABBREVIATIONS, AND LEGEND 01 of 16 SHEET No:

C0.1

0761-23

IS ALLOWED

JOB No:

DRAWING No:

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

0.5 ACRES 84.7 ACRES 85.2 ACRES

22,000 SF (MIN.) 100 FT (AT SET BACK LINE) 20% (MAXIMUM BUILDING IMPERVIOUS AREA)

SETBACKS (FT) FRONT SIDE REAR CORNER POINT SIDE DRIVEWAY

50 15 50 40 5

ONE-STORY > ONE STORY

1,200 1,560

3. PROPOSED LOT BREAKDOWN SECTION 1 : 35 SECTION 2 : 31 SECTION 3 : 39 TOTAL : 106

SE C SE TION CT ION 1 2

451 SALT ROAD MONROECOUNTY

LOT SIZE LOT WIDTH LOT COVERAGE

FINAL SECTION 3 PLANS for

2.2. CODE REQUIREMENTS UNDER R-3 ZONE:

SECTION 1 SECTION 2

SHEET 1

JOB NO

SCALE: DRAWN: DESIGNED: DATE: REVISIONS

SHEET 1 SHEET 2

N O I 3 T N C O E I S CT SE

DATE

SECTION 2 SECTION 3

BY

TOWN OF WEBSTER

2.1. PARCEL IS ZONED R-3 (SECTION 225-11) SINGLE FAMILY RESIDENTIAL

STATE OFNEW YORK

www.marathoneng.com

2. EXISTING ZONING AND REGULATIONS

HABITABLE FLOOR AREA (SF)

SEE OVERALL PLAN/PREVIOUS SECTIONS

ROCHESTER LOCATION

WESTWOOD ESTATES SUBDIVISION

1.2. TAX ACCOUNT: 050.04-0001-71.00 050.04-0001-72.11 TOTAL

NORTH

PROJECT INFORMATION 1. GENERAL 1.1. APPLICANT REQUEST: THE APPLICANT IS REQUESTING THE TOWN PLANNING BOARD TO CONSIDER DEVELOPMENT OF THIS 85.2 ACRE PARCEL AS A CLUSTER DEVELOPMENT PLAN. THE PROJECT DENSITY (NUMBER OF LOTS) SHALL NOT EXCEED WHAT IS ALLOWABLE UNDER CURRENT ZONING. A REDUCTION IN LOT SIZE WILL ALLOW FOR “CLUSTERING” OF THE DEVELOPMENT. THIS APPROACH WILL ALLOW FOR “GREEN BUFFERS”, REDUCTION IN INFRASTRUCTURE, AND COMPLIANCE WITH THE “GREEN DEVELOPMENT” INITIATIVE REQUIRED BY NYS DEPARTMENT OF ENVIRONMENTAL CONSERVATION.

0761-23 1'=200" PBG RPB 04/16/2024 REVISION

ANNA CIRCLE

ALYSSA WAY

ROBERT P. BRINGLEY ALLISON LANE

DRAWING TITLE:

OVERALL PLAN MONROE COUNTY DEPT. OF TRANSPORTATION 02 of 16

SHEET KEY PLAN

SECTION BREAKUP PLAN

SCALE

1'=200"

SCALE

1'=200"

SHEET No:

C0.2

0761-23 JOB No:

DRAWING No:

MATCHLINE A - SEE DRAWING SV2.2

MATCHLINE B

SEE DRAWING SV2.2 PROJECT INFORMATION 1. GENERAL 1.1. APPLICANT REQUEST: THE APPLICANT IS REQUESTING THE TOWN PLANNING BOARD TO CONSIDER DEVELOPMENT OF THIS 84.5 ACRE PARCEL AS A CLUSTER DEVELOPMENT PLAN. THE PROJECT DENSITY (NUMBER OF LOTS) SHALL NOT EXCEED WHAT IS ALLOWABLE UNDER CURRENT ZONING. A REDUCTION IN LOT SIZE WILL ALLOW FOR “CLUSTERING” OF THE DEVELOPMENT. THIS APPROACH WILL ALLOW FOR “GREEN BUFFERS”, REDUCTION IN INFRASTRUCTURE, AND COMPLIANCE WITH THE “GREEN DEVELOPMENT” INITIATIVE REQUIRED BY NYS DEPARTMENT OF ENVIRONMENTAL CONSERVATION.

COMPARISON OF EXISTING TO PROPOSED REGULATIONS UNDER THIS TL278 APPLICATION REQUIRED REDUCTION ITEM

R3 ZONING

LOT SIZE (SF)

22,000

PROPOSED CLUSTER 13,177 *

LOT WIDTH (FT)

100

80 **

20%

FRONT SETBACK (FT)

AS SHOWN

VARIES

SIDE SETBACK (FT)

7.5

67%

QUANTITY

PERCENT

8,823

40%

1.2. EXISTING PARCELS: 050.04-0001-71.00 050.04-0001-72.11 TOTAL

AREAS TO ROW 0.414 AC (18,055 SF) 83.998 AC (3,749,936 SF) 84.412 AC (3,767,991 SF)

AREAS TO CL 0.502 AC (21,850 SF) 85.730 AC (3,734,430 SF) 86.232 AC (3,756,280 SF)

REAR SETBACK (FT)

40 ***

VARIES

FRONT CORNER SETBACK (FT)

25%

—

1.3. PROPOSED PARCELS: SECTION 2 (32 LOTS) REMAINING LANDS TOTAL

AREAS TO ROW 21.891 AC (953,569 SF) 62.521 AC (2,723,422 SF) 84.412 AC (3,676,991 SF)

AREAS TO CL 22.183 AC (966,304 SF) 64.049 AC (2,789,976 SF) 86.232 AC (3,756,280 SF)

FRONT SETBACK-MAJOR HIGHWAY (FT) FRONT CORNER SETBACK-MAJOR HIGHWAY (FT)

—

PROJECT DENSITY (MAX # OF LOTS)

106

—

LENGTH OF TOWN DEDICATED ROAD & INFRASTRUCTURE (FT)

7,107

5,111

1,996

28%

2. EXISTING ZONING AND REGULATIONS 2.1. PARCEL IS ZONED R-3 (SECTION 225-11) SINGLE FAMILY RESIDENTIAL

“

”

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

NORTH

www.marathoneng.com

*SMALLEST LOT. THE AVERAGE LOT AREA BASED ON 80' WIDTH & 175' DEPTH IS 14,000SF

2.2. CODE REQUIREMENTS UNDER R-3 ZONE: LOT SIZE 22,000 SF (MIN.) LOT WIDTH 100 FT (AT SET BACK LINE) LOT COVERAGE 20% (MAXIMUM BUILDING IMPERVIOUS AREA) SETBACKS (FT) FRONT SIDE REAR CORNER POINT SIDE DRIVEWAY

ROCHESTER LOCATION

**80' WIDE AT THE FRONT SETBACK OR THE REAR BUILDING LINE. ***UNLESS NOTED OTHERWISE

PROPOSED EASEMENTS

50 15 50 40 5

UE-8

UTILITY EASEMENT TO THE TOWN OF WEBSTER

WE-1

WATERMAIN EASEMENT TO MCWA

WE-2

WATERMAIN EASEMENT TO MCWA

HABITABLE FLOOR AREA (SF) ONE-STORY 1,200 > ONE STORY 1,560 3. PROPOSED LOT BREAKDOWN SECTION 1 : 35 SECTION 2 : 31 SECTION 3 : 39 TOTAL : 106

Δ Δ

STATE OFNEW YORK

TOWN OF WEBSTER

451 SALT ROAD MONROECOUNTY

PLAT MAP for WESTWOOD ESTATES SUBDIVISION SECTION 3

PART OF LOTS 16, 18 & 20, TOWNSHIP 14, RANGE 4 OF THE PHELPS & GORHAM PURCHASE

MATCHLINE B - SEE DRAWING SV2.2

JOB NO

SCALE: DRAWN: DESIGNED: DATE: REVISIONS DATE

BY

0761-23 AS SHOWN RJT RPB 04/16/2024 REVISION

ROBERT P. BRINGLEY

DRAWING TITLE:

SUBDIVISION MAP (SHEET 1 OF 2) LEGEND: - MONUMENT TO BE SET

03 of 16 SHEET No:

SV2.1

0761-23 JOB No:

DRAWING No:

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

www.marathoneng.com

MATCHLINE A - SEE DRAWING SV2.1

MATCHLINE B - SEE DRAWING SV2.1

AREAS TO ROW 21.891 AC (953,569 SF) 62.521 AC (2,723,422 SF) 84.412 AC (3,676,991 SF)

AREAS TO CL 22.183 AC (966,304 SF) 64.049 AC (2,789,976 SF) 86.232 AC (3,756,280 SF)

2. EXISTING ZONING AND REGULATIONS 2.1. PARCEL IS ZONED R-3 (SECTION 225-11) SINGLE FAMILY RESIDENTIAL 2.2. CODE REQUIREMENTS UNDER R-3 ZONE: LOT SIZE LOT WIDTH LOT COVERAGE

22,000 SF (MIN.) 100 FT (AT SET BACK LINE) 20% (MAXIMUM BUILDING IMPERVIOUS AREA)

40%

100

80 **

20%

FRONT SETBACK (FT)

AS SHOWN

VARIES

SIDE SETBACK (FT)

7.5

67%

REAR SETBACK (FT)

40 ***

VARIES

FRONT CORNER SETBACK (FT)

25%

FRONT SETBACK-MAJOR HIGHWAY (FT)

—

FRONT CORNER SETBACK-MAJOR HIGHWAY (FT)

—

PROJECT DENSITY (MAX # OF LOTS)

106

—

LENGTH OF TOWN DEDICATED ROAD & INFRASTRUCTURE (FT)

7,107

5,111

1,996

28%

LOT WIDTH (FT)

*SMALLEST LOT. THE AVERAGE LOT AREA BASED ON 80' WIDTH & 175' DEPTH IS 14,000SF **80' WIDE AT THE FRONT SETBACK OR THE REAR BUILDING LINE. ***UNLESS NOTED OTHERWISE

PROPOSED EASEMENTS SETBACKS (FT) FRONT SIDE REAR CORNER POINT SIDE DRIVEWAY

50 15 50 40 5

UE-8

UTILITY EASEMENT TO THE TOWN OF WEBSTER

WE-1

WATERMAIN EASEMENT TO MCWA

WE-2

WATERMAIN EASEMENT TO MCWA

HABITABLE FLOOR AREA (SF) ONE-STORY > ONE STORY

1,200 1,560

3. PROPOSED LOT BREAKDOWN

MATCHLINE SEE DRAWING C2.2

SECTION 1 : 35 SECTION 2 : 31 SECTION 3 : 39 TOTAL : 106

”

MATCHLINE B - SEE DRAWING SV2.1

“

JOB NO

SCALE: DRAWN: DESIGNED: DATE: REVISIONS

DATE

BY

STATE OFNEW YORK

1.3. PROPOSED PARCELS: SECTION 2 (32 LOTS) REMAINING LANDS TOTAL

8,823

LOT SIZE (SF)

TOWN OF WEBSTER

AREAS TO CL 0.502 AC (21,850 SF) 85.730 AC (3,734,430 SF) 86.232 AC (3,756,280 SF)

PERCENT

R3 ZONING

451 SALT ROAD MONROECOUNTY

AREAS TO ROW 0.414 AC (18,055 SF) 83.998 AC (3,749,936 SF) 84.412 AC (3,767,991 SF)

QUANTITY

22,000

PROPOSED CLUSTER 13,177 *

ITEM

PART OF LOTS 16, 18 & 20, TOWNSHIP 14, RANGE 4 OF THE PHELPS & GORHAM PURCHASE

1.2. EXISTING PARCELS: 050.04-0001-71.00 050.04-0001-72.11 TOTAL

COMPARISON OF EXISTING TO PROPOSED REGULATIONS UNDER THIS TL278 APPLICATION REQUIRED REDUCTION

PLAT MAP for WESTWOOD ESTATES SUBDIVISION SECTION 3

PROJECT INFORMATION 1. GENERAL 1.1. APPLICANT REQUEST: THE APPLICANT IS REQUESTING THE TOWN PLANNING BOARD TO CONSIDER DEVELOPMENT OF THIS 84.5 ACRE PARCEL AS A CLUSTER DEVELOPMENT PLAN. THE PROJECT DENSITY (NUMBER OF LOTS) SHALL NOT EXCEED WHAT IS ALLOWABLE UNDER CURRENT ZONING. A REDUCTION IN LOT SIZE WILL ALLOW FOR “CLUSTERING” OF THE DEVELOPMENT. THIS APPROACH WILL ALLOW FOR “GREEN BUFFERS”, REDUCTION IN INFRASTRUCTURE, AND COMPLIANCE WITH THE “GREEN DEVELOPMENT” INITIATIVE REQUIRED BY NYS DEPARTMENT OF ENVIRONMENTAL CONSERVATION.

0761-23 AS SHOWN RJT RPB 04/16/2024 REVISION

LEGEND

- MONUMENT TO BE SET

ROBERT P. BRINGLEY Δ

DRAWING TITLE:

SUBDIVISION MAP (SHEET 2 OF 2)

04 of 16 SHEET No:

SV2.2

0761-23 JOB No:

DRAWING No:

Monroe County Department of Public Health Monroe County Department of Public Health

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

Date

ITHACA LOCATION

840 HANSHAW RD, STE 6 ITHACA, NY 14850 6 0 7 - 2 4 1 - 2 9 1 7

MATCHLINE

www.marathoneng.com

SEE SECTION-2 DRAWINGS

M AT

CH

LI NE

SE

E

SE

CT

IO N-

DR

AW

IN GS

JOB NO

SCALE: DRAWN: DESIGNED: DATE: REVISIONS DATE

STATE OFNEW YORK

Public Health Engineer

BY

TOWN OF WEBSTER

DateBy

451 SALT ROAD MONROECOUNTY

Public Health Engineer

ROCHESTER LOCATION

WESTWOOD ESTATES SUBDIVISION

Director of Public Health

FINAL SECTION 3 PLANS for

Director of Public Health

These plans for Public Water System Extension/ Improvementare hereby approved pursuant to 10NYCRR5of the State SanitaryCode subject to conditions of Approval

NORTH

These plans for Public SanitarySewer Extension/ Improvement are herebyapprovedpursuanto Article 17 of the NYSEnvironmental Conservation Lawsubject to conditions of Approval

0761-23 1" = 50' PBG RPB 04/16/2024 REVISION

ROBERT P. BRINGLEY

DRAWING TITLE:

UTILITY PLAN

05 of 16

MATCHLINE SEE SECTION-2 DRAWINGS

SHEET No:

C3.1

0761-23 JOB No:

DRAWING No:

Monroe County Department of Public Health Monroe County Department of Public Health

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

Date

ITHACA LOCATION

MATCHLINE SEE SHEET C3.1

840 HANSHAW RD, STE 6 ITHACA, NY 14850 6 0 7 - 2 4 1 - 2 9 1 7

www.marathoneng.com

JOB NO

SCALE: DRAWN: DESIGNED: DATE: REVISIONS DATE

STATE OFNEW YORK

Public Health Engineer

BY

TOWN OF WEBSTER

DateBy

451 SALT ROAD MONROECOUNTY

Public Health Engineer

ROCHESTER LOCATION

WESTWOOD ESTATES SUBDIVISION

Director of Public Health

FINAL SECTION 3 PLANS for

Director of Public Health

These plans for Public Water System Extension/ Improvementare hereby approved pursuant to 10NYCRR5of the State SanitaryCode subject to conditions of Approval

NORTH

These plans for Public SanitarySewer Extension/ Improvement are herebyapprovedpursuanto Article 17 of the NYSEnvironmental Conservation Lawsubject to conditions of Approval

0761-23 1"=50' RJT RPB 04/16/2024 REVISION

ROBERT P. BRINGLEY

DRAWING TITLE:

UTILITY PLAN

06 of 16 SHEET No:

C3.2

0761-23 JOB No:

DRAWING No:

ROCHESTER LOCATION

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

WESTWOOD ESTATES SUBDIVISION

840 HANSHAW RD, STE 6 ITHACA, NY 14850 6 0 7 - 2 4 1 - 2 9 1 7

JOB NO

SCALE: DRAWN: DESIGNED: DATE: REVISIONS DATE

BY

STATE OFNEW YORK TOWN OF WEBSTER

451 SALT ROAD MONROECOUNTY

FINAL SECTION 3 PLANS for

R O N

H T

www.marathoneng.com

0761-23 1" = 50' PBG RPB 04/16/2024 REVISION

Monroe County Department of Public Health Monroe County Department of Public Health These plans for Public SanitarySewer Extension/ Improvement are herebyapprovedpursuanto Article 17 of the NYSEnvironmental Conservation Lawsubject to conditions of Approval

Director of Public Health

These plans for Public Water System Extension/ Improvementare hereby approved pursuant to 10NYCRR5of the State SanitaryCode subject to conditions of Approval

ROBERT P. BRINGLEY

Director of Public Health

DRAWING TITLE

Public Health Engineer

DateBy

Public Health Engineer

Date

CULVERT PLAN AND STRUCTURE SCHEDULE 07 of 16 SHEET No:

C3.3

0761-23 JOB No:

DRAWING No:

ROCHESTER LOCATION

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

LI NE

SE

E

SE

CT

IO N-

DR

AW

IN GS

JOB NO

SCALE: DRAWN: DESIGNED: DATE: REVISIONS DATE

BY

TOWN OF WEBSTER

CH

451 SALT ROAD MONROECOUNTY

FINAL SECTION 3 PLANS for

M AT

STATE OFNEW YORK

www.marathoneng.com

SEE SECTION-2 DRAWINGS

NORTH

MATCHLINE

WESTWOOD ESTATES SUBDIVISION

840 HANSHAW RD, STE 6 ITHACA, NY 14850 6 0 7 - 2 4 1 - 2 9 1 7

0761-23 1" = 50' PBG RPB 04/16/2024 REVISION

ROBERT P. BRINGLEY

DRAWING TITLE:

GRADING PLAN

08 of 16

MATCHLINE

SEE SHEET C4.2

SHEET No:

C4.1

0761-23 JOB No:

DRAWING No:

ROCHESTER LOCATION

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

WESTWOOD ESTATES SUBDIVISION

840 HANSHAW RD, STE 6 ITHACA, NY 14850 6 0 7 - 2 4 1 - 2 9 1 7

BY

TOWN OF WEBSTER

451 SALT ROAD MONROECOUNTY

JOB NO

SCALE: DRAWN: DESIGNED: DATE: REVISIONS DATE

STATE OFNEW YORK

www.marathoneng.com

FINAL SECTION 3 PLANS for

MATCHLINE SEE SHEET C4.1

NORTH

ITHACA LOCATION

0761-23 1"=50' RJT RPB 04/16/2024 REVISION

ROBERT P. BRINGLEY

DRAWING TITLE:

GRADING PLAN

09 of 16 SHEET No:

C4.2

0761-23 JOB No:

DRAWING No:

ROCHESTER LOCATION

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

M AT

CH

LI NE

SE

E

SE

CT

IO N-

DR

AW

IN GS

JOB NO

SCALE: DRAWN: DESIGNED: DATE: REVISIONS DATE

BY

TOWN OF WEBSTER

451 SALT ROAD MONROECOUNTY

FINAL SECTION 3 PLANS for

STATE OFNEW YORK

www.marathoneng.com

SEE SECTION-2 DRAWINGS

NORTH

MATCHLINE

WESTWOOD ESTATES SUBDIVISION

840 HANSHAW RD, STE 6 ITHACA, NY 14850 6 0 7 - 2 4 1 - 2 9 1 7

0761-23 1" = 50' PBG RPB 04/16/2024 REVISION

ROBERT P. BRINGLEY

DRAWING TITLE:

EROSION CONTROL PLAN

10 of 16

MATCHLINE

SEE SHEET C4.4

SHEET No:

C4.3

0761-23 JOB No:

DRAWING No:

ROCHESTER LOCATION

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

WESTWOOD ESTATES SUBDIVISION

840 HANSHAW RD, STE 6 ITHACA, NY 14850 6 0 7 - 2 4 1 - 2 9 1 7

BY

TOWN OF WEBSTER

451 SALT ROAD MONROECOUNTY

JOB NO

SCALE: DRAWN: DESIGNED: DATE: REVISIONS DATE

STATE OFNEW YORK

www.marathoneng.com

FINAL SECTION 3 PLANS for

MATCHLINE SEE SHEET C4.3

NORTH

ITHACA LOCATION

0761-23 1"=50' RJT RPB 04/16/2024 REVISION

ROBERT P. BRINGLEY

DRAWING TITLE:

EROSION CONTROL PLAN

11 of 16 SHEET No:

C4.4

0761-23 JOB No:

DRAWING No:

Monroe County Department of Public Health Monroe County Department of Public Health

Public Health Engineer

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

Date

ITHACA LOCATION

840 HANSHAW RD, STE 6 ITHACA, NY 14850 6 0 7 - 2 4 1 - 2 9 1 7

www.marathoneng.com

ALYSSA WAY PROFILE HORIZONTAL SCALE

1" = 50' VERTICAL SCALE: 1" = 5'

JOB NO

SCALE: DRAWN: DESIGNED: DATE: REVISIONS DATE

STATE OFNEW YORK

DateBy

BY

TOWN OF WEBSTER

Public Health Engineer

ROCHESTER LOCATION

451 SALT ROAD MONROECOUNTY

Director of Public Health

WESTWOOD ESTATES SUBDIVISION

Director of Public Health

These plans for Public Water System Extension/ Improvementare hereby approved pursuant to 10NYCRR5of the State SanitaryCode subject to conditions of Approval

FINAL SECTION 3 PLANS for

These plans for Public SanitarySewer Extension/ Improvement are herebyapprovedpursuanto Article 17 of the NYSEnvironmental Conservation Lawsubject to conditions of Approval

0761-23 1" = 50' PBG RPB 04/16/2024 REVISION

ROBERT P. BRINGLEY

DRAWING TITLE:

ROAD PROFILE

12 of 16

ALYSSA WAY PROFILE HORIZONTAL SCALE

1" = 50' VERTICAL SCALE: 1" = 5'

SHEET No:

C6.1

0761-23 JOB No:

DRAWING No:

ROCHESTER LOCATION

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

WESTWOOD ESTATES SUBDIVISION

840 HANSHAW RD, STE 6 ITHACA, NY 14850 6 0 7 - 2 4 1 - 2 9 1 7

JOB NO

SCALE: DRAWN: DESIGNED: DATE: REVISIONS DATE

BY

STATE OFNEW YORK TOWN OF WEBSTER

451 SALT ROAD MONROECOUNTY

FINAL SECTION 3 PLANS for

www.marathoneng.com

0761-23 AS SHOWN PBG RPB 04/16/2024 REVISION

OPEN SPACE/WETLAND PLACARD NOT TO SCALE

ROBERT P. BRINGLEY

DRAWING TITLE:

CONSTRUCTION DETAILS

MCDOT POST MOUNTED SIGN INSTALLATION IN SOIL WITHOUT CURB

13 of 16 SHEET No:

NOT TO SCALE

C9.0

0761-23 JOB No:

DRAWING No:

ROCHESTER LOCATION

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

WESTWOOD ESTATES SUBDIVISION

840 HANSHAW RD, STE 6 ITHACA, NY 14850 6 0 7 - 2 4 1 - 2 9 1 7

JOB NO

SCALE: DRAWN: DESIGNED: DATE: REVISIONS DATE

BY

STATE OFNEW YORK TOWN OF WEBSTER

451 SALT ROAD MONROECOUNTY

FINAL SECTION 3 PLANS for

www.marathoneng.com

0761-23 AS SHOWN PBG RPB 04/16/2024 REVISION

ROBERT P. BRINGLEY

DRAWING TITLE:

CONSTRUCTION DETAILS

14 of 16 SHEET No:

C9.1

0761-23 JOB No:

DRAWING No:

ROCHESTER LOCATION

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

WESTWOOD ESTATES SUBDIVISION

840 HANSHAW RD, STE 6 ITHACA, NY 14850 6 0 7 - 2 4 1 - 2 9 1 7

BEND ELEVATION

DISINFECTION/BLOW-OFF/SAMPLING TAP (TEMPORARY) DIP TRENCH

VALVE

BEND PLAN TEE PLAN

TEE ELEVATION

VERTICAL DOWN THRUST BLOCKS

PERPENDICULAR HYDRANT ASSEMBLY SERVICE INSTALLATION BEND PLAN

BEND ELEVATION

HORIZONTAL THRUST BLOCKS

451 SALT ROAD MONROECOUNTY

VERTICAL UP THRUST BLOCKS

JOB NO

SCALE: DRAWN: DESIGNED: DATE: REVISIONS

DEAD END PERPENDICULAR HYDRANT ASSEMBLY

DATE

BY

TOWN OF WEBSTER

BEND ELEVATION

FINAL SECTION 3 PLANS for

BEND PROFILE

STATE OFNEW YORK

www.marathoneng.com

0761-23 AS SHOWN PBG RPB 04/16/2024 REVISION

OUTLET CONTROL STRUCTURE SOUTH SWMF (OS-2.0) ROBERT P. BRINGLEY

SCALE

N.T.S.

DRAWING TITLE:

CONSTRUCTION DETAILS

ELEVATION

EMERGENCY SPILLWAY SOUTH SWMF SCALE

N.T.S.

WATER MAIN CROSSING

15 of 16 SHEET No:

C9.2

0761-23 JOB No:

DRAWING No:

ROCHESTER LOCATION

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

WESTWOOD ESTATES SUBDIVISION

840 HANSHAW RD, STE 6 ITHACA, NY 14850 6 0 7 - 2 4 1 - 2 9 1 7

JOB NO

SCALE: DRAWN: DESIGNED: DATE: REVISIONS DATE

BY

STATE OFNEW YORK TOWN OF WEBSTER

451 SALT ROAD MONROECOUNTY

FINAL SECTION 3 PLANS for

www.marathoneng.com

0761-23 AS SHOWN PBG RPB 04/16/2024 REVISION

ROBERT P. BRINGLEY

DRAWING TITLE:

CONSTRUCTION DETAILS

16 of 16 SHEET No:

C9.3

0761-23 JOB No:

DRAWING No:

End of document