WebsterNorth Presentation 4938 3962 1962 v1

Verizon Wireless Communications Facility

Engineering Necessity Case

“Webster North” Four Mile Creek Site Webster Park Site Search Area Project Location WEBSTER NORTH

Webster Rd/Rt. 250 Webster Site Xerox Site Holt Rd Prepared by: Michael R. Crosby, Principal RF Engineer, Verizon Wireless Project: The project is the installation and operation of a new tower co-located wireless telecommunications site in the Town of Webster (the “Project Facility”). June 3rd, 2025

Introduction The purpose of this subsequent analysis is to summarize and communicate the technical radio frequency (RF) information used in the justification of this new site. Coverage and/or capacity deficiencies are the two primary driving conditions that typically prompt the need for a new wireless communications facility/site. All wireless customers depend on their wireless provider’s ability to provide adequate and reliable coverage where needed. In areas where coverage does not exist the user can not make a connection which is categorized as a “Gap in Service” lacking adequate and reliable coverage. Where coverage exists but is over utilized this can also result with the user not being able to successfully use the connection which is also a “Gap in Service” and categorized as lacking adequate and reliable coverage. The service deficiencies sought to be remedied by this proposed cell site include a significant number of failed calls, resulting in users being unable to connect and/or maintain a connection capable of supporting a reasonably uninterrupted communication. Coverage can be defined as the existence of radio frequency signal of usable strength and quality/capacity in an area, including but not limited to in-vehicles or in-buildings. The need for improved coverage is identified by RF Engineers that are responsible for developing and maintaining the network. RF Engineers utilize both theoretical and empirical data sets (propagation maps and real world coverage measurements or other data). Historically, coverage improvements have been the primary justification of new sites. Capacity can be defined as the amount of traffic (voice and data) a given site can process before significant performance degradation occurs. When traffic volume exceeds the capacity limits of a site serving a given area, network reliability and user experience degrades. Ultimately this prevents customers from making/receiving calls, applications cease functioning, internet connections time out and data speeds fail. This critical condition is more important than just a simple nuisance for some users. Degradation of network reliability and user experience can affect emergency responders and to persons in a real emergency situation can make the difference between life and death. *Note that, while Verizon Wireless provides sufficient evidence to establish the existence of a coverage gap and capacity need in this case, the FCC has confirmed that federal law does not require a provider to establish the existence of a coverage/capacity gap to establish the need for a site. There are several ways by which an applicant can establish site need. See Accelerating Wireless Broadband Deployment by Removing Barriers to Infrastructure Investment,” FCC 18-133, 85 FR 51867, at ¶ 37 (October 15, 2018) (confirming that the test for establishing an effective prohibition is whether “a state or local legal requirement materially inhibits a provider’s ability to engage in any of a variety of activities related to its provision of a covered service,” and this test is met “not only when filling a coverage gap but also when densifying a wireless network, introducing new services or otherwise improving service capabilities”) (emphasis added).

Project Need Overview The project area, located in the northern portion of the Town of Webster is currently served by three distant sites. These sites are overloaded requiring capacity relief or otherwise unable to adequately serve the project area from these relatively distant locations. Specifically, the project area is subject to significant terrain and or foliage challenges for RF (signal) propagation. This terrain and or foliage combined with long distance prevent effective propagation of Verizon’s RF signals into this area compounding the capacity issue with areas of variable coverage creating significant gaps in service. The first serving site is Webster, located in the Town of Webster, is approximately 1.75 miles south west (of the project location) situated on an existing tower (195’ ACL) located off Picture Parkway. While this site provides weak/variable coverage in portions of the project area, it does so from a terrain and or foliage + distance challenged position making the site not capable of efficiently or effectively providing adequate coverage or capacity. The second serving site is Four Mile Creek, located in the Town of Webster, is approximately 1.75 miles north east (of the project location) on an existing tower (146’ ACL) off Phillips Rd. While this site provides weak/variable coverage in portions of the project area, it does so from a terrain and or foliage + distance challenged position making the site not capable of efficiently or effectively providing adequate coverage or capacity. The third serving site is Webster Park, located in the Town of Webster, is approximately 2 miles west-north west (of the project location) situated on an existing tower (121’ ACL) off Lake Rd near Pellet Rd. While this site provides weak/variable coverage in portions of the project area, it does so from a terrain and or foliage + distance challenged position making the site not capable of efficiently or effectively providing adequate coverage or capacity. Available (mid band) carriers at these and other area sites are not capable of effectively serving/offloading the project area due to inherent propagation losses from distance, challenging terrain and or in building coverage losses negatively impacting mid band coverage and capacity offload capabilities. There are other Verizon sites in this general area but due to distance and terrain/foliage they also do not provide any significant overlapping coverage in the area in question that could allow for increased capacity and improved coverage from other sources. The primary objectives for this project are to increase capacity and provide and or improve coverage throughout the north central portion of the Town of Webster, more specifically portions of Holt Rd, Webster Rd, Wall Rd, Schlegal Rd, Wall Rd, Shoemaker Rd, Joseph Circle, Appian Dr, Brooktree Ln, Hidden Valley Trail, Woodsboro Farms, Severn Ridge Rd, Stockbridge Rd, Woodhull Rd, Sagebrook Way, Providence Dr, Wildflower Dr, Imperial Dr, Klem Rd, Nestwood Ln, Licia Ln, Sherborne Rd, Marigold Dr, Ohstrom Park as well as neighboring residential and commercial/public areas along and near these roads including portions of Webster Park. In order to offload capacity from Webster, Four Mile Creek and Webster Park sites, a new dominant server must be created. This new dominant coverage will effectively offload the existing overloaded sites/cells as well as provide improved coverage where significant gaps exist today. Following the search for co-locatable structures to resolve the aforementioned challenges and finding none available, Verizon proposes to attach the necessary antenna(s) to a new tower located at 1209 CREEKSIDE TRAIL, WEBSTER, NY 14580. Verizon’s antennas will utilize 130’ ACL (Antenna Center Line) with a top of antenna height of 134’. This solution is the minimum height necessary to provide the coverage and capacity improvements needed.

Explanation of Webster North Search Area

A Search Area is the geographical area within which a new site is targeted to solve a coverage and or capacity deficiency. Three of the factors taken into consideration when defining a search area are topography, user density, and the existing network.

Webster North Search Area

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Topography must be considered to minimize the obstacles between the proposed site and the target coverage area. For example, a site at the bottom of a ridge will not be able to cover the other side from a certain height.

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In general, the farther from a site the User Population is, the weaker the RF conditions are and the worse their experience is likely to be. These distant users also have an increased impact on the serving site’s capacity. In the case of a multi sector site, centralized proximity is essential to allow users to be evenly distributed and allow efficient utilization of the site’s resources.

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The existing Network Conditions also guide the design of a new site. Sites placed too close together create interference due to overlap and are an inefficient use of resources. Sites that are too tall or not properly integrated with existing sites cause interference and degrade service for existing users.

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Existing co-locatable structures inside the search area as well as within a reasonable distance of the search area are submitted by site acquisition and reviewed by RF Engineering. If possible, RF will make use of existing or nearby structures before proposing to build new towers.

To resolve the coverage and capacity deficiencies previously detailed, Verizon Wireless is seeking to add one new cell facility within this area to improve wireless service capacity and coverage. By providing a new dominant signal area and offloading weak and distant traffic from Webster, Four Mile Creek and Webster Park sites with the proposed site, adequate and reliable service will be restored. The new Webster North site will provide dominant and dedicated signal to the identified portions of the Town of Webster. This helps to improve not only the Webster North project area but will also result with significant improvements to the above mentioned overloaded sites ultimately improving community wide areas in and around the Webster North project area. 4

Existing Low Band (700/850MHz) Coverage (signal strength) This coverage map shows how weak the RF conditions are in portions of the Town of Webster and surrounding area.

Dark Green >/= -75dBm RSRP, typically serves dense urban areas as well as areas of substantial construction (colleges, hospitals, dense multi family etc.) Green >/= -85dBm RSRP, typically serves suburban single family residential and light commercial buildings Yellow >/= -95dBm RSRP, typically serves most rural/suburban-residential and in car applications Orange >/= -105dBm RSRP, rural highway coverage, subject to variable conditions including fading and seasonality gaps White = <-105dBm RSRP, variable to no reliable coverage gap area

Holt & Lake (Future SC)

Four Mile Creek

Webster Park

WEBSTER NORTH

Klem Rd East Webster

Xerox Webster

The map above represents low band signal strength (coverage) from existing sites. Large gaps in adequate and reliable coverage can be observed, network densification is needed to resolve these issues.

Proposed Low Band (700/850MHz) Coverage (signal strength)

This coverage map shows how improved the RF conditions will be in portions of the Town of Webster and surrounding area.

Holt & Lake (Future SC)

Four Mile Creek

Webster Park

WEBSTER NORTH

Klem Rd East Webster

Xerox Webster

The map above adds coverage from the Webster North site at 130’ ACL to the existing coverage map. The significantly improved signal strength corresponds to improved coverage and capacity throughout the identified significant gap areas. This will help to resolve the coverage and capacity issues impacting portions of the Town of Webster. 6

RF Justification Summary

The network was analyzed to determine whether there is sufficient RF coverage and capacity in the Town of Webster. It was determined that there are significant gaps in adequate LTE service for Verizon Wireless in the Low and Mid Band LTE frequencies. In addition to the coverage deficiencies, Verizon Wireless’ network does not have sufficient capacity (low band or mid band) to handle the existing and projected LTE voice and data traffic in the area near and neighboring the proposed facilities (“targeted service improvement area”). Based on the need for additional coverage and capacity while considering the topography and specific area requiring service, any further addition of capacity to distant existing sites does not remedy Verizon’s significant gap in reliable service. Therefore, the proposed facility is also needed to provide “capacity relief” to the existing nearby Verizon Wireless sites, allowing the proposed facility and those neighboring sites to adequately serve the existing and projected capacity demand in this area.

With the existing network configuration there are significant gaps in service which restricts Verizon Wireless customers from originating, maintaining or receiving reliable calls and network access. It is our expert opinion that the proposed site will satisfy the coverage and Gap Area capacity needs of Verizon Wireless and users on it’s network in these portions of the Town of Webster and this project area. The proposed location depicted herein satisfies the identified service gaps and is The proposed site resolves the substantial and significant gaps in coverage and capacity impacting this portion of the Town of Webster. These gaps are shown above: The green proposed at the minimum height necessary for adequate and reliable service. shaded area represent the gaps in coverage and capacity that the proposed Webster North site with a 130’ ACL will resolve.

Michael R. Crosby

Michael R. Crosby Principal Engineer– RF Design 1275 John Street, Suite 100 West Henrietta, NY 14586 315-412-2528 Verizon Wireless

BELL ATLANTIC MOBILE SYSTEMS LLC d/b/a

1275 JOHN STREET, SUITE #100 WEST HENRIETTA, NEW YORK 14586

Civil Engineering Land Surveying Landscape Architecture

Costich Engineering

SITE NAME

WEBSTER NORTH ZONING DRAWINGS

NO.

PROJECT ID

17065749 MDG LOCATION ID: 5000928317

TAX MAP NUMBER:

065.05-1-47 (7.4 ACRES PER TAX MAP)

ZONING DISTRICT

TOWER SETBACK REQ.:

R-1 (SINGLE FAMILY RESIDENTIAL DISTRICT) TOWER HEIGHT=REQUIRED: 139'; PROVIDED: 161'

LATITUDE

LONGITUDE: BASE ELEVATION: STRUCTURE HEIGHT & TYPE:

43.242337° (N43° 14' 32.41") -77.437310° (W77° 26' 14.31") 327.8'± AMSL 135' ± AGL MONOPOLE TOWER

PER REF. #7

HIGHEST APPURTENANCE:

139' ± AGL (PROPOSED LIGHTING ROD)

PROPERTY OWNER:

TOWN OF WEBSTER 1000 RIDGE ROAD WEBSTER, NEW YORK 14580

APPLICANT:

BELL ATLANTIC MOBILE SYSTEMS, LLC d/b/a VERIZON WIRELESS 1275 JOHN STREET, SUITE 100 WEST HENRIETTA, NY 14586 KATHY POMPONIO (585) 943-2623

CONTACT PERSON:

LIMITS OF DISTURBANCE:

KLEM RD.

}

PROPOSED ANT. CENTERLINE

130' ± AGL PROPOSED ANT. TIP HEIGHT: 134' ± AGL

WALL RD.

VA100 VA101 VA110

SCHEMATIC TOTAL HOLDINGS SURVEY PLAN SURVEY NOTES AND DESCRIPTIONS

2 2 2

05/29/2025 05/29/2025 05/29/2025

CA100 CA101 CA110 CA120 CA200 CA500 CA501 CA502

DEMOLITION PLAN OVERALL SITE PLAN COMPOUND PLAN GRADING AND EROSION CONTROL PLAN TOWER ELEVATION AND ANTENNA ORIENTATION PLAN EQUIPMENT ELEVATIONS SITE DETAILS GRADING AND EROSION CONTROL DETAILS

2 2 2 2 2 2 2 2

05/29/2025 05/29/2025 05/29/2025 05/29/2025 05/29/2025 05/29/2025 05/29/2025 05/29/2025

FIBER PROVIDER

PLANNER: CONTACT:

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TBD TBD TBD

D.A.W.

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0 9 6 1 84 OF E AL S S I ON

DRAWN BY

A.J.K.

COPYRIGHT 2024 COSTICH ENGINEERING, D.P.C.

DIG SAFELY

NEW YORK Before You Dig, Drill Or Blast!

Dig Safely. New York UNDERGROUND FACILITIES PROTECTIVE ORGANIZATION CALL US TOLL FREE 1-800-962-7962 NY industrial code rule 753 requires no less than two working days notice, but not more than ten days notice.

DO NOT SCALE DRAWINGS THESE DRAWINGS ARE FORMATTED FOR 22"x34" FULL SIZE AND 11"x17" HALF SIZE. OTHER SIZED VERSIONS ARE NOT PRINTED TO THE SCALE SHOWN. CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS & CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME.

0.16± ACRES

SCOPE OF WORK 1.

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MONROE

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COUNTY:

TITLE SHEET GENERAL NOTES GENERAL NOTES

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DESCRIPTION

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ISSUED FINAL

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WEBSTER RD. (STATE ROUTE 250)

SCENIC CIRCLE

MUNICIPALITY:

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SHEET #

NYSDEC WETLANDS BUFFER & SEWER

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CREEKSIDE TRAIL

1209 CREEKSIDE TRAIL WEBSTER, NEW YORK 14580

1 01/02/2025 AJK

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ISSUED PRELIMINARY FOR REVIEW

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SITE INFORMATION

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VICINITY MAP

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

THE PROPOSED WORK CONSISTS OF THE CONSTRUCTION AND INSTALLATION OF AN UNMANNED WIRELESS FACILITY WITH ASSOCIATED UTILITIES.

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, LAND SURVEYOR, ARCHITECT OR LANDSCAPE ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS/ HER SEAL AND THE NOTATION "ALTERED BY", FOLLOWED BY HIS/ HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATION, TO THE DOCUMENT.

SITE INFORMATION

WEBSTER NORTH PROJECT ID

17065749 MDG LOCATION ID: 5000928317

TOWN OF WEBSTER COUNTY OF MONROE STATE OF NEW YORK SHEET TITLE

TITLE SHEET C.E. JOB NUMBER

SHEET NUMBER

9159

GA001

EXISTING WATER MAIN, VALVE, & HYDRANT.

W

EXISTING SANITARY SEWER, & MANHOLE.

S

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

D OH

OH

EXISTING OVERHEAD UTILITIES

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EXISTING TELEPHONE

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EXISTING UNDERGROUND UTILITIES EXISTING GAS

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EXISTING ELECTRIC

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EXISTING WATER LINE

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EXISTING ELEC & TELE

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EXISTING CABLE TV

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EXISTING FIBER

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EXISTING LIGHT CONTROL

DIMENSIONS SHOWN ARE TO FINISH SURFACES, UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS. SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, EXISTING CONDITIONS AND/OR DESIGN INTENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE CARRIER'S AUTHORIZED REPRESENTATIVE OR THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK.

410

BARBED WIRE,STOCKADE, CHAIN LINKED FENCE EXISTING CONTOUR

x 420.4

EXISTING SPOT ELEVATION @ X

CONCRETE PAD/ CONCRETE SIDEWALK

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PROPOSED EASEMENT LINE. PROPOSED CONCRETE CURB Y

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PROPOSED UNDERGROUND UTILITIES

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PROPOSED GAS SERVICE

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PROPOSED ELECTRIC SERVICE

E&F

PROPOSED ELECTRIC AND FIBER

SF

PROPOSED SILT FENCE

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PROPOSED ORANGE CONSTRUCTION FENCE

LOD

PROPOSED LIMITS OF DISTURBANCE

CFS

PROPOSED COMPOST FILTER SOCK

CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING THE BEST CONSTRUCTION SKILLS AND ATTENTION. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER CONTRACT, UNLESS OTHERWISE NOTED. ERECTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED WORKMEN IN ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE. ALL MEMBERS SHALL BE LAID PLUMB AND TRUE AS INDICATED ON THE DRAWINGS.

14. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY INDICATED OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE.

TENSION WIRE SHALL BE 7 GAUGE GALVANIZED STEEL.

THE GATE LATCH SHALL BE THE MALLEABLE IRON FORK TYPE AS MANUFACTURED BY PAGE WILSON AS THEIR TYPE 75 GATE LATCH ASSEMBLY, OR EQUAL. PAD LOCKS ARE TO BE PROVIDED BY THE OWNER.

FENCE SHALL BE INSTALLED IN ACCORDANCE WITH ASTM F-567 AND GATES SHALL BE INSTALLED IN ACCORDANCE WITH ASTM F-900.

20. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A/10-BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDOUT AREA DURING CONSTRUCTION. 21. ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS AND OTHER DOCUMENTATION SHALL BE TURNED OVER TO CARRIER AT COMPLETION OF CONSTRUCTION. 22. COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF ACCEPTANCE BY CARRIER. ANY WORK, MATERIALS, OR EQUIPMENT FOUND TO BE DEFECTIVE DURING THAT PERIOD SHALL BE CORRECTED IMMEDIATELY UPON WRITTEN NOTIFICATION AT NO ADDITIONAL COST TO CARRIER. 23. RIGGING OPERATIONS SHALL BE DONE IN ACCORDANCE WITH STATE AND FEDERAL SAFETY REGULATIONS (OSHA). COSTICH ENGINEERING, CARRIER AND THE OWNER SHALL BE HELD HARMLESS IN THE EVENT THE CONTRACTOR DOES NOT FOLLOW SUCH SAFETY REGULATIONS. 24. CONTRACTOR SHALL PROVIDE ACCESS TO THE SITE AND ASSIST THE RADIO EQUIPMENT VENDOR AND THE ANTENNA INSTALLATION CONTRACTOR AS THEY MAY REQUIRE.

Costich Engineering

NO.

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

DATE

COMMENTS

0 11/06/2024 AJK

ISSUED PRELIMINARY FOR REVIEW

1 01/02/2025 AJK

NYSDEC WETLANDS BUFFER & SEWER

2 05/29/2025 RPS

ISSUED FINAL

12. ALL AREAS DISTURBED BY THE CONTRACTOR WITHOUT AUTHORIZATION SHALL BE RESTORED BY THE CONTRACTOR. 13. IN THE EVENT THE CONTRACTOR DAMAGES AN EXISTING UTILITY SERVICE CAUSING AN INTERRUPTION IN SAID SERVICE, HE SHALL IMMEDIATELY COMMENCE WORK TO RESTORE SERVICE AND MAY NOT CONTINUE HIS WORK OPERATION UNTIL SERVICE IS RESTORED.

REFERENCES TOPOGRAPHY SHOWN FROM A FIELD SURVEY BY COSTICH ENGINEERING ON 10/7/2024 HORIZONTAL AND VERTICAL DATA OBTAINED THROUGH NYSDOT CORS NETWORK REFERENCED TO THE FOLLOWING MONUMENT PITTSFORD CORS STATION -LATITUDE: 43-05-35.48461 (N) NAD 83 (CORS) -LONGITUDE: 077-31-31.11244 (W) -ELLIP HEIGHT: 113.481 METERS NAVD 88 (CORS) 2.

BOUNDARY SURVEY HAS NOT BEEN PERFORMED BY COSTICH ENGINEERING. BOUNDARY SHOWN HEREON IS APPROXIMATE AND DETERMINED BY LIMITED FIELD LOCATION OF BOUNDARY EVIDENCE, REVIEW OF TITLE COMMITMENT, IF PROVIDED, AND OVERLAY OF COUNTY TAX MAPS AND/OR COUNTY GIS MAPPING. PER THE 2025 NYSDEC FRESHWATER WETLANDS MAP, THERE ARE STATE WETLANDS IN PROJECT AREA. PROJECT LOCATED WITHIN NYSDEC FRESHWATER WETLAND 100' BUFFER. NYSDEC ARTICLE 24 PERMIT IS REQUIRED (0.096± ACRES OF DISTURBANCE).

PROJECT MANAGER

OF NEW

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D.A.W. DRAWN BY

PER THE NATIONAL WETLANDS INVENTORY MAPS, THERE ARE FEDERAL WETLANDS IN THE PROJECT AREA.

PER THE WETLAND AND WATERBODIES DELINEATION REPORT PROVIDED BY EARTH DIMENSIONS, INC. DATED SEPTEMBER 26, 2024 WITH EDI PROJECT CODE: W11B24a, THERE ARE FEDERAL WETLANDS 40'± SOUTH OF THE PROJECT AREA.

PER THE ERSI/FEMA PROJECT IMPACT HAZARD INFORMATION AND AWARENESS SITE MAP THERE IS 100 YR. FLOOD PLAIN IN THE PROJECT AREA.

COPYRIGHT 2024 COSTICH ENGINEERING, D.P.C.

1A CERTIFICATION PREPARED BY COSTICH ENGINEERING D.P.C., PROJECT NO. 9159, SITE NAME: WEBSTER NORTH, DATED OCTOBER 29, 2024.

ANTENNAS SHALL BE INSTALLED IN ACCORDANCE WITH SITE SPECIFIC RF ANTENNA DESIGN SHEET SUPPLIED BY VERIZON WIRELESS: FUZE PROJECT ID: 17065749, DATED 05/22/2024.

PER TOWN ARCGIS SEWER MAPPING PROVIDED BY TOWN OF WEBSTER.

ED

19. CONTRACTOR SHALL SECURE ALL NECESSARY BUILDING PERMITS AND INSPECTIONS AND PAY ALL REQUIRED FEES.

CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE STATE GUIDELINES AND ANY LOCAL REGULATIONS.

Landscape Architecture

NS

TOP RAIL AND BRACE RAIL SHALL BE 1 5/8" NOMINAL O.D. PIPE CONFORMING WITH ASTM F-1083.

TIE WIRE SHALL BE AS FOLLOWS: a) AT POSTS, RAILS, AND WHERE NECESSARY ON GATE FRAMES: MINIMUM 11 GAUGE GALVANIZED STEEL SPACED AT NOT LESS THAN 14" ON CENTER. b) AT TENSION WIRES: BY HOG RINGS SPACED AT NOT LESS THAN 24" ON CENTER.

THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK SHALL BE GRADED TO A UNIFORM SLOPE, FERTILIZED, SEEDED, AND COVERED WITH MULCH.

Land Surveying

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ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE ENGINEER.

11. CARE SHALL BE TAKEN TO RETAIN NATURAL GROWTH AND PREVENT DAMAGE TO TREES WITHIN AND OUTSIDE THE LIMITS OF CONSTRUCTION AND SPECIFIED WORK AREAS CAUSED BY EQUIPMENT AND MATERIALS. ANY DAMAGE TO THIS NATURAL GROWTH SHALL BE RESTORED AT THE EXPENSE OF THE CONTRACTOR.

16. REPAIR ALL EXISTING SURFACES DAMAGED DURING CONSTRUCTION SUCH THAT THEY MATCH AND BLEND WITH ADJACENT SURFACES.

18. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO FABRICATION AND ERECTION OF ANY MATERIAL. ANY UNUSUAL CONDITIONS SHALL BE REPORTED TO THE ATTENTION OF THE ENGINEER.

Civil Engineering

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15. MAKE NECESSARY PROVISIONS TO PROTECT EXISTING SURFACES, EQUIPMENT, IMPROVEMENTS, PIPING, ANTENNA AND ANTENNA CABLES. REPAIR ANY DAMAGE THAT OCCURS DURING CONSTRUCTION.

LINE POSTS SHALL BE 2" NOMINAL O.D. SCHEDULE 40 STEEL PIPE CONFORMING WITH ASTM F-1083.

FENCE FABRIC SHALL BE 9 GAUGE WIRE SIZE, 2" MESH CHAIN LINK FENCE CONFORMING WITH ASTM A-392.

13. CONTRACTOR SHALL MAINTAIN LIABILITY INSURANCE TO PROTECT THE OWNER AND CARRIER.

17. KEEP CONTRACT AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DEBRIS AND RUBBISH. EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OF THE OWNER SHALL BE REMOVED. LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL ITEMS UNTIL COMPLETION OF CONSTRUCTION.

GATE FRAMES SHALL BE FABRICATED FROM 1 1/2" NOMINAL O.D. PIPE CONFORMING WITH ASTM F-1083.

ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY THE ENGINEER. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES.

12. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH THE WORK OF OTHERS AS IT MAY RELATE TO RADIO EQUIPMENT, ANTENNAS AND ANY OTHER PORTIONS OF THE WORK.

CORNER POSTS, PULL POSTS, AND END POSTS SHALL BE 3" NOMINAL O.D., SCHEDULE 40, STEEL PIPE CONFORMING WITH ASTM F-1083. GATE POSTS SHALL BE 4" NOMINAL O.D., SCHEDULE 40, STEEL PIPE CONFORMING WITH ASTM F-1083 AND MAY BE UTILIZED FOR SINGLE GATE OPENING WIDTHS OF 6 FEET OR LESS AND FOR DOUBLE GATE OPENING WIDTHS OF 12 FEET OR LESS.

1275 JOHN STREET, SUITE #100 WEST HENRIETTA, NEW YORK 14586

K OR I E

FENCING NOTES 1.

PROPOSED OVERHEAD UTILITIES

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THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION.

10. ALL RESTORATION ISSUES SHALL BE COMPLETED WITHIN 72 HOURS OF THE COMPLETION OF THE WORK ACTIVITY OR WITHIN A REASONABLE AMOUNT OF TIME AS DIRECTED BY CONSTRUCTION MANAGER/ENGINEER.

11. CONTRACTOR SHALL COORDINATE HIS WORK AND SCHEDULE HIS ACTIVITIES AND WORKING HOURS IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER.

PROPOSED FIBER

CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER OF ALL PRODUCTS OR ITEMS NOTED AS "EXISTING" WHICH ARE NOT FOUND TO BE IN THE FIELD.

PROPOSED DRAINAGE SEWER, FIELD INLET, INLET MANHOLE, MANHOLE, & END SECTION. F

NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT.

PROPOSED SANITARY SEWER, & MANHOLE.

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10. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA, ADJACENT AREAS, AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS.

PROPOSED WATER MAIN, VALVE, & HYDRANT.

THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE PROPOSED PLATFORM.

CONTRACTOR SHALL RECEIVE CLARIFICATION IN WRITING, AND SHALL RECEIVE IN WRITING AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON ANY ITEMS NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS.

EXISTING SWALE ,

EXISTING GUARD RAIL TREE,HEDGE,EDGE OF WOODS

PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY, UNLESS OTHERWISE NOTED. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO EFFECT ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS.

RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY.

ER

WV

W

I NE

EXIST. EDGE OF PAVEMENT EXIST. EDGE OF GRAVEL

ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS.

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0 9 6 1 84 OF E AL S S I ON

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EXISTING EASEMENT LINE. EXIST. CONCRETE CURB

CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE PROPOSED WORK AND MAKE PROVISIONS AS TO THE COST THEREOF. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.

E

ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2018 INTERNATIONAL BUILDING CODE (IBC), 2020 BUILDING CODE OF NEW YORK STATE, THE NATIONAL ELECTRIC SAFETY CODE AND OTHER APPLICABLE LOCAL, STATE AND FEDERAL CODES..

A

C

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

SITE NOTES

ST

GENERAL NOTES

MI

LEGEND

A.J.K.

SITE INFORMATION

WEBSTER NORTH PROJECT ID

17065749 MDG LOCATION ID: 5000928317

TOWN OF WEBSTER COUNTY OF MONROE STATE OF NEW YORK SHEET TITLE

STRUCTURAL NOTES 1.

PROPOSED TOWER AND FOUNDATION TO BE ANALYZED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NEW YORK.

THE VERIFICATION OF STRUCTURAL ADEQUACY AND DESIGN OF THE ATTACHMENTS MUST BE PERFORMED, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NEW YORK.

THE DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO ANSI/TIA-222-H-2017 "STRUCTURAL STANDARDS FOR ANTENNA SUPPORTING STRUCTURES, ANTENNAS AND SMALL WIND TURBINE SUPPORT STRUCTURES".

GENERAL NOTES C.E. JOB NUMBER

SHEET NUMBER

9159

GA002

EROSION AND SEDIMENT CONTROL MEASURES TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES

SOIL AND EROSION CONTROL NOTES 1. TEMPORARY SEDIMENTATION ENTRAPMENT AREAS SHALL BE PROVIDED AT KEY LOCATIONS TO INTERCEPT AND CLARIFY SILT LADEN RUNOFF FROM THE SITE.

GENERAL MEASURES:

SILT FENCES AND COMPOST FILTER SOCKS SHALL BE CONSTRUCTED AROUND ALL STOCKPILES OF FILL, TOPSOIL AND EXCAVATED OVERBURDEN THAT ARE TO REMAIN FOR PERIODS LESS THAN 30 DAYS. SILT FENCES AND COMPOST FILTER SOCKS SHALL BE ANCHORED AND MAINTAINED IN GOOD CONDITION UNTIL SUCH TIME AS STOCKPILES ARE REMOVED AND STOCKPILING AREAS ARE BROUGHT TO FINAL GRADE AND PERMANENTLY STABILIZED.

7. DISTANCES SHOWN FROM THE WETLANDS IF ANY ON THE CONSTRUCTION PLANS AND SOIL EROSION AND SEDIMENT CONTROL PLANS ESTABLISH THE MINIMUM SEPARATION PERMITTED BETWEEN THE PROPOSED CONSTRUCTION ACTIVITIES AND BOUNDARY OF THE WETLANDS.

TOPSOIL AND FILL THAT IS TO REMAIN STOCKPILED ON-SITE FOR PERIODS GREATER THAN 30 DAYS SHALL BE STABILIZED BY SEEDING. PRIOR TO THE SEEDING OPERATION, THE STOCKPILED MATERIAL SHALL BE GRADED AS NEEDED AND FEASIBLE TO PERMIT THE USE OF CONVENTIONAL EQUIPMENT FOR SEEDBED PREPARATION, SEEDING, MULCH APPLICATION AND MULCH ANCHORING.

6. CONTRACTOR TO INSTALL SILT FENCE OR COMPOST FILTER SOCKS DOWNSLOPE OF ALL UTILITY TRENCHES.

7.1.

7.2.

IN NO CASE SHALL ERODIBLE MATERIALS BE STOCKPILED WITH 25 FEET OF ANY DITCH, STREAM, OR OTHER SURFACE WATER BODY.

AREA OF DISTURBANCE LINES SHALL BE CLEARLY DELINEATED IN THE FIELD BY INSTALLING ORANGE CONSTRUCTION FENCING AROUND THE ENTIRE PROPOSED CONSTRUCTION AREA. EXCEPT AS NECESSARY TO PROVIDE MITIGATION PLANTINGS, NO ENCROACHMENT BEYOND THESE LIMITS BY WORKERS OR MACHINERY SHALL BE PERMITTED. GRADING AND CLEARING AND OTHER CONSTRUCTION-RELATED ACTIVITIES SHALL TAKE PLACE ONLY WITHIN THE DELINEATED AREA OF DISTURBANCE LINES. THESE AREAS OF DISTURBANCE LINES REPRESENT THE MAXIMUM LIMITS OF CONSTRUCTION ACTIVITIES. EVERY ATTEMPT SHALL BE MADE TO FURTHER REDUCE GRADING AND CLEARING ACTIVITIES WITHIN THE AREA OF DISTURBANCE LINES BY MAINTAINING NATURAL VEGETATION AND TOPOGRAPHY WHEREVER PRACTICABLE.

PERMANENT AND TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES 7.3. 1.

PERMANENT AND TEMPORARY VEGETATIVE COVER

IMMEDIATELY FOLLOWING THE COMPLETION OF CONSTRUCTION ACTIVITY OR WHERE WORK IS DELAYED AND WILL NOT BE DISTURBED FOR 21 DAYS OR MORE IN ANY PORTION OF THE SITE. PERMANENT OR TEMPORARY VEGETATION SHALL BE ESTABLISHED WITHIN 14 DAYS ON ALL EXPOSED SOILS. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED AS SOON AS PRACTICAL FOLLOWING DISTURBANCE TO STABILIZE BARE SOIL AND PROMOTE THE PROMPT RE-ESTABLISHMENT OF VEGETATION. A. AN ADEQUATE SEEDBED SHALL BE PREPARED BY SCARIFYING COMPACTED SOIL AND REMOVING SURFACE DEBRIS AND OBSTACLES.

THROUGHOUT THE CONSTRUCTION PERIOD, A QUALIFIED PROFESSIONAL RETAINED BY THE APPLICANT SHALL, ON AT LEAST A WEEKLY BASIS, PRIOR TO ANY PREDICTED RAIN EVENT AND AFTER RUNOFF-PRODUCING RAIN EVENT, INSPECT THE SOIL EROSION AND SEDIMENTATION CONTROL MEASURES TO ENSURE THEIR PROPER FUNCTIONING.

D. DISTURBED AREAS WHICH WILL REMAIN TEMPORARILY FALLOW FOR PERIODS GREATER THAN 14 DAYS SHALL BE SEEDED AT THE FOLLOWING RATE TO PRODUCE TEMPORARY GROUND COVER: 30 LBS RYEGRASS (ANNUAL OR PERENNIAL) PER ACRE. DURING THE WINTER, USE 100 LBS CERTIFIED "AROOSTOCK" WINTER RYE (CEREAL RYE) PER ACRE.

7.7.

ALL DRAINAGE STRUCTURES AND ANY OTHER REQUIRED UTILITY APPURTENANCES SHALL BE INSTALLED AS REQUIRED BY TOWN SPECIFICATIONS AND AS SHOWN ON THESE PLANS.

E. PERMANENT SEEDING SHALL BE APPLIED ON 4" MIN. TOPSOIL AT THE FOLLOWING RATE FOR ROUGH OR OCCASIONAL MOWING AREAS: 8 LBS EMPIRE BIRDSFOOT TIREFOIL OR COMMON WHITE CLOVER PER ACRE. 20 LBS TALL FESCUE PER ACRE PLUS 2 LBS REDTOP OR 5 LBS RYEGRASS (PERENNIAL) PER ACRE

7.8.

IF THE APPLICANT, DURING THE COURSE OF CONSTRUCTION, ENCOUNTERS SUCH CONDITIONS AS FLOOD AREAS, UNDERGROUND WATER, SOFT OR SILTY AREAS, IMPROPER DRAINAGE, OR OTHER UNUSUAL CIRCUMSTANCES OR CONDITIONS THAT WERE NOT FORESEEN IN THE ORIGINAL PLANNING, THEY SHALL REPORT SUCH CONDITIONS IMMEDIATELY TO THE TOWN ENGINEER. THE APPLICANT MAY SUBMIT, IF THEY SO DESIRE, THEIR RECOMMENDATIONS AS THE SPECIAL TREATMENT TO BE GIVEN SUCH AREAS TO SECURE ADEQUATE, PERMANENT AND SATISFACTORY CONSTRUCTION. THE TOWN ENGINEER, WITHOUT UNNECESSARY DELAY, SHALL INVESTIGATE THE CONDITION OR CONDITIONS, AND SHALL EITHER APPROVE THE APPLICANT'S RECOMMENDATION TO CORRECT THE CONDITIONS, ORDER A MODIFICATION THEROF, OR ISSUE THEIR OWN SPECIFICATION FOR THE CORRECTION OF THE CONDITIONS. IN THE EVENT OF THE APPLICANT'S DISAGREEMENT WITH THE DECISION OF THE TOWN ENGINEER, OR IN THE EVENT OF A SIGNIFICANT CHANGE RESULTING TO THE SITE PLAN OR ANY CHANGE THAT INVOLVES WETLAND REGULATED AREAS, THE MATTER SHALL BE DECIDED BY THE PLANNING BOARD. ANY SUCH CONDITIONS OBSERVED BY THE PLANNING BOARD OR ITS AGENTS SHALL BE SIMILARLY TREATED.

FOR MOWED AREAS

65 LBS KENTUCKY BLUEGRASS PER ACRE 65 LBS RYEGRASS (PERENNIAL) PER ACRE F. ALL SEEDING SHALL BE PERFORMED USING THE BROADCAST METHOD OR HYDROSEEDING, UNLESS OTHERWISE APPROVED. G. ALL DISTURBED AREAS SHALL BE STABILIZED SUBSEQUENT TO SEEDING BY APPLYING 2 TONS OF STRAW MULCH PER ACRE. STRAW MULCH SHALL BE ANCHORED BY APPLYING 750 LBS OF WOOD FIBER MULCH PER ACRE WITH A HYDROSEEDER, OR TUCKING THE MULCH WITH SMOOTH DISCS OR OTHER MULCH ANCHORING TOOLS TO A DEPTH OF 3". MULCH ANCHORING TOOLS SHALL BE PULLED ACROSS SLOPES ALONG TOPOGRAPHIC CONTOURS. 2.

ALL UNNECESSARY REMOVAL OF HEALTHY TREES SHALL BE AVOIDED. MATERIALS SHALL NOT BE STORED NOR MACHINERY OPERATED WITHIN THE DRIP-LINE OF THE TREES TO REMAIN.

MAINTENANCE OF EROSION AND SEDIMENT CONTROL MEASURES: 1.

THE CONTRACTOR SHALL ON A DAILY BASIS INSPECT AND MAINTAIN THE INTEGRITY AND FUNCTION OF ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES THROUGHOUT THE DURATION OF THE CONSTRUCTION PROCESS.

TO ASSURE PROPER FUNCTION, SILTATION BARRIERS SHALL BE MAINTAINED IN GOOD CONDITION AND REINFORCED, EXTENDED, REPAIRED OR REPLACED AS NECESSARY. WASHOUTS SHALL BE IMMEDIATELY REPAIRED, RE-SEEDED AND PROTECTED FROM FURTHER EROSION.

SEDIMENT SHALL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.5 FEET DEEP AT THE FENCE AND FROM BEHIND THE COMPOST FILTER SOCKS ONCE IT REACHES 1/2 THE FILTER SOCK HEIGHT. THE SEDIMENT FENCE AND COMPOST FILTER SOCKS SHALL BE REPAIRED AS NECESSARY TO MAINTAIN BARRIER.

ALL SEEDED AREAS SHALL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN IN ORDER TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.

DATE

COMMENTS

0 11/06/2024 AJK

ISSUED PRELIMINARY FOR REVIEW

1 01/02/2025 AJK

NYSDEC WETLANDS BUFFER & SEWER

2 05/29/2025 RPS

ISSUED FINAL

PROJECT MANAGER

OF NEW

TE EL O R I T Y H

7.6.

NO.

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

C

HA

K OR I E

ALL SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHOWN ON THIS PLAN SHALL BE IN PLACE PRIOR TO THE START OF ANY SITE WORK. THE TOWN ENGINEER SHALL HAVE INSPECTED THE INSTALLATION OF ALL REQUIRED SOIL EROSION AND SEDIMENTATION CONTROL MEASURES PRIOR TO THE AUTHORIZATION TO PROCEED WITH ANY PHASE OF THE SITE WORK (IF REQUIRED).

Costich Engineering

ED

7.5.

Landscape Architecture

NS

PRIOR TO THE COMMENCEMENT OF ANY SITE WORK, THE APPLICANT SHALL STAKE THE LOCATION OF THE CONSTRUCTION ACTIVITY FOR INSPECTION AND APPROVAL BY THE TOWN ENGINEER (IF REQUIRED).

Land Surveying

L I CE

7.4.

B. LIME SHALL BE APPLIED SUFFICIENTLY TO ATTAIN A SOIL ACIDITY pH OF 6.0 TO 7.0. C. FERTILIZER (5-10-10 MIXTURE OR EQUIVALENT) SHALL BE APPLIED PER SOIL TEST RESULTS OR AT A RATE OF 600 LBS PER ACRE.

ALL CONSTRUCTION AND CONSTRUCTION RELATED-ACTIVITIES OCCURRING ON THIS SITE SHALL COMPLY WITH THE STANDARDS AND RECOMMENDATIONS OF THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL.

Civil Engineering

D.A.W.

ER

5. CONTRACTOR TO INSTALL EROSION CONTROL MEASURES (SILT FENCE AND/ OR COMPOST FILTER SOCKS) AROUND AREAS BEING DISTURBED DURING CONSTRUCTION AND AS NECESSARY.

I NE

DRAINAGE DITCH SEDIMENT FILTERS

DITCHES, SHALL RECEIVE CHECK DAMS WITH 2-9 INCH STONE MEETING NYS-DOT LIGHT STONE FILL REQUIREMENTS SO AS TO EFFECTIVELY TRAP SEDIMENT AND MINIMIZE ITS RELEASE OFF-SITE. CHECK DAMS SHALL HAVE A 9" MINIMUM WEIR AND BE CONSTRUCTED WITHIN EACH DITCH BEGINNING AT ITS DOWNSTREAM TERMINUS. CHECK DAMS SHALL BE PLACED WITHIN THE CHANNEL SO THAT THE CREST OF THE DOWNSTREAM DAM IS AT THE ELEVATION OF THE TOE OF THE UPSTREAM DAM.

PR

0 9 6 1 84 OF E AL S S I ON

DRAWN BY

NG

4. ALL SEDIMENTATION ENTRAPMENT STRUCTURES WILL BE INSPECTED AND MAINTAINED ON A REGULAR BASIS.

E

1275 JOHN STREET, SUITE #100 WEST HENRIETTA, NEW YORK 14586

A

PARTICULAR MEASURES:

3. AT THE COMPLETION OF THE PROJECT, ALL TEMPORARY SILTATION DEVICES SHALL BE REMOVED AND THE AFFECTED AREAS REGRADED, OR TREATED IN ACCORDANCE WITH THE APPROVED SITE PLANS.

C

SITE PREPARATION ACTIVITIES SHALL BE PLANNED TO MINIMIZE THE SCOPE AND DURATION OF SOIL DISRUPTION.

2. SILT THAT LEAVES THE SITE IN SPITE OF THE REQUIRED PRECAUTIONS SHALL BE COLLECTED AND REMOVED AS DIRECTED BY APPROPRIATE MUNICIPAL AUTHORITIES.

ST

AS MUCH AS IS PRACTICAL, EXISTING VEGETATION SHALL BE PRESERVED. FOLLOWING THE COMPLETION OF CONSTRUCTION ACTIVITIES IN ANY PORTION OF THE SITE, PERMANENT VEGETATION SHALL BE ESTABLISHED ON ALL EXPOSED SOILS.

MI

A.J.K.

COPYRIGHT 2024 COSTICH ENGINEERING, D.P.C. IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, LAND SURVEYOR, ARCHITECT OR LANDSCAPE ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS/ HER SEAL AND THE NOTATION "ALTERED BY", FOLLOWED BY HIS/ HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATION, TO THE DOCUMENT.

SITE INFORMATION

WEBSTER NORTH PROJECT ID

17065749 MDG LOCATION ID: 5000928317

TOWN OF WEBSTER COUNTY OF MONROE STATE OF NEW YORK SHEET TITLE

GENERAL NOTES C.E. JOB NUMBER

SHEET NUMBER

9159

GA003

N/F DAVID L. KOHLER & CAROLE G. KOHLER T.A.# 065.05-1-8 1181 HIDDEN VALLEY TRAIL

N/F TOWN OF WEBSTER T.A.# 050.03-1-33.001 PROVIDENCE DRIVE

APPROXIMATE LOCATION 100 YEAR FLOOD PLAIN REF #6

1275 JOHN STREET, SUITE #100 WEST HENRIETTA, NEW YORK 14586

N APPROXIMATE PARCEL BOUNDS

PROPOSED 135' MONOPOLE TOWER LAT: 43.242337°(43° 14' 32.41"N) LONG: -77.437310°(77° 26' 14.31"W) BASE ELEV= 327.8'± AMSL

APPROXIMATE LOCATION 100 YEAR FLOOD PLAIN REF #6

N/F LURII UMANSKYI T.A.# 065.05-1-15 1211 CREEKSIDE TRAIL

EXISTING 10' WIDE MILL CREEK CLASS C STREAM REF #5 STREAM 2

NORTH

132'±

111'±

N/F PATRICIA A. BARONE T.A.# 065.05-2-4 482 JOSEPH CIRCLE

Civil Engineering

APPROXIMATE RIGHT OF WAY LINE

Land Surveying

APPROXIMATE PARCEL BOUNDS

141'±

Landscape Architecture

Costich Engineering APPROXIMATE PARCEL BOUNDS

W1-1

W1-2

PROPOSED VERIZON WIRELESS 80' x 125' LEASE PARCEL AREA= 0.23±

W2-6

W1-3

W2-7

W2-4 W2-12 W1-4

W2-3

W2-1

FOUND REBAR W/ CAP 'LARUE'

W2-11

W2-13

W2-10

W2-2

N/F TOWN OF WEBSTER T.A.# 065.05-1-47 1209 CREEKSIDE TRAIL

W2-14

N/F DENNIS ZINK & JUDITH ZINK T.A.# 065.05-1-92 1151 BROOKTREE LANE

WETLANDS DELINEATED BY EARTH DIMENSIONS, INC. ON SEPTEMBER 26, 2024 REF #5

ISSUED PRELIMINARY FOR REVIEW

1 01/02/2025 AJK

NYSDEC WETLANDS BUFFER & SEWER

2 05/29/2025 RPS

ISSUED FINAL

W3-3

W3-2 W3-1 ZONE: R-1 - SINGLE FAMILY RESIDENTIAL DISTRICT

A

D.A.W.

ER

MI

C

ST

C

HA

I NE NG

0 9 6 1 84 OF E AL S S I ON

E

PR

DRAWN BY

A.J.K.

N/F DANIEL M. BRESNAHAN & MARY LYNNE BRESNAHAN T.A.# 065.05-1-43 1225 SCENIC CIRCLE

W2-20

H

W2-19

TE EL O R I T Y

K OR I E

W3-10 W3-4

N/F BRIAN DOUGLAS BIXLER T.A.# 065.05-1-44 1223 SCENIC CIRCLE

ED

W2-18 W2-20

PROJECT MANAGER

NS

W3-5

N/F KAREN A. MAYNARD T.A.# 065.05-1-77 1175 APPIAN DRIVE

0 11/06/2024 AJK

L I CE

W3-6

APPROXIMATE PARCEL BOUNDS

W3-8

W3-9

ZONE

R-3 - SINGLE FAMILY RESIDENTIAL DISTRACT

(60' WIDE)

COMMENTS

OF NEW

W3-7

W2-17

ZONE

R-1 - SINGLE FAMILY RESIDENTIAL DISTRICT

CREEKSIDE TRAIL

DATE

W2-15

W2-16

N/F STEVEN H. OLENDER & PATRICIA S. OLENDER T.A.# 065.05-1-91 1149 BROOKTREE LANE

N/F SHANE CHAPMAN & TERESA ZAWACKI-CHAPMAN T.A.# 065.05-1-45 1219 SCENIC CIRCLE

NO.

SCENIC CIRCLE

N/F ANTHONY M. LEMKE & PATRICIA DESKINS T.A.# 065.05-1-46 EXISTING 10' WIDE MILL CREEK 1215 SCENIC CIRCLE CLASS C STREAM REF #5 STREAM 2

W2-6 W2-5

W1-5 N/F KEITH NAU & JODY NAU T.A.# 065.05-1-93 1152 BROOKTREE LANE

APPROXIMATE LOCATION 100 YEAR FLOOD PLAIN REF #6

121'±

PROPOSED 30' WIDE ACCESS AND UTILITIES EASEMENT W/ PROPOSED TEMPORARY CLEARING AND GRADING EASEMENTS ON EITHER SIDE

(60' WIDE)

N/F PATRICIA A. BARONE T.A.# 065.05-2-3 484 JOSEPH CIRCLE

FOUND REBAR W/ CAP 'LARUE'

128'± APPROXIMATE PARCEL BOUNDS

EXISTING 6' WIDE UNNAMED TRIBUTARY TO MILL CREEK CLASS C STREAM REF #5 STREAM 1

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

SITE INFORMATION

WEBSTER NORTH PROJECT ID

17065749 MDG LOCATION ID: 5000928317

APPROXIMATE PARCEL BOUNDS

ZONE

R-3 - SINGLE FAMILY RESIDENTIAL DISTRACT

TOWN OF WEBSTER COUNTY OF MONROE STATE OF NEW YORK

N/F ROBBY C. VILLA & DINA M. VILLA T.A.# 065.05-1-48 1222 WILDFLOWER DRIVE

SHEET TITLE

GRAPHIC SCALE 50 1 VA100

100

SCHEMATIC TOTAL HOLDINGS SCALE

1" = 50' (22 x 34 SHEET) 1" = 100' (11 x 17 SHEET)

( IN FEET ) 1 inch = 50 ft. (22" x 34" SHEET) 1 inch = 100 ft. (11" x 17" SHEET)

200

SCHEMATIC TOTAL HOLDINGS C.E. JOB NUMBER

SHEET NUMBER

9159

VA100

NORTH

N

N/F TOWN OF WEBSTER T.A.# 050.03-1-33.001 PROVIDENCE DRIVE N/F DAVID L. KOHLER & CAROLE G. KOHLER T.A.# 065.05-1-8 1181 HIDDEN VALLEY TRAIL

EXISTING UTILITY POLE RGE 2W W/ GUY ANCHOR EXISTING UTILITY POLE NO # APPROXIMATE LOCATION 100 YEAR FLOOD PLAIN REF #6

EXISTING SANITARY MH RIM=327.68 W INV=322.85 (8" VTP) E INV=322.96 (8" VTP) EXISTING ONE STORY BLOCK BUILDING PUMP STATION

EXISTING UTILITY POLE RGE 2X

APPROXIMATE LOCATION 100 YEAR FLOOD PLAIN REF #6

N/F PATRICIA A. BARONE T.A.# 065.05-2-4 482 JOSEPH CIRCLE EXISTING BLOCK WALL W/ PUMP STATION EQUIPMENT

EXISTING GRAVEL DRIVE

OH

Civil Engineering

EXISTING CONCRETE HEADWALL

OH

S

Land Surveying Landscape Architecture

Costich Engineering

EXISTING UTILITY POLE APPROXIMATE RIGHT OF WAY LINE RGE 2Q EXISTING UTILITY POLE RGE 2U APPROXIMATE PARCEL BOUNDS

OH OH

OH

S

ABANDONED STORM MH RIM=327.44 NW INV=322.94 (12" STEEL) S INV=322.99 (12" STEEL)

N/F LURII UMANSKYI T.A.# 065.05-1-15 1211 CREEKSIDE TRAIL

EXISTING SANITARY MH RIM=327.57 W INV=323.89 (8" VTP) E INV=323.99 (8" VTP)

EXISTING WOODS OH

PROPOSED VERIZON WIRELESS 80' x 125' LEASE PARCEL AREA= 0.23±

EXISTING 10' WIDE MILL CREEK CLASS C STREAM REF #5 STREAM 2

APPROXIMATE PARCEL BOUNDS EXISTING UTILITY POLE RGE 2V EXISTING UTILITY POLE NO # W/ GUY ANCHOR EXISTING SANITARY MH RIM=326.55 W INV=322.83 (8" VTP) E INV=322.93 (8" VTP)

OH

SANITARY SEWER REF #9

1275 JOHN STREET, SUITE #100 WEST HENRIETTA, NEW YORK 14586

NO.

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

DATE

COMMENTS

0 11/06/2024 AJK

ISSUED PRELIMINARY FOR REVIEW

1 01/02/2025 AJK

NYSDEC WETLANDS BUFFER & SEWER

2 05/29/2025 RPS

ISSUED FINAL

OH

D

APPROXIMATE PARCEL BOUNDS

W1-5

W2-12

W2-3

FOUND REBAR W/ CAP 'LARUE'

W2-11

W2-14

WETLANDS DELINEATED BY EARTH DIMENSIONS, INC. ON SEPTEMBER 26, 2024 REF #5

W2-15

W2-16

W3-7

W2-17

W3-8

W3-6 W3-9

PR

0 9 6 1 84 OF E AL S S I ON

DRAWN BY

A.J.K.

SANITARY SEWER REF #9

N/F TOWN OF WEBSTER T.A.# 065.05-1-47 1209 CREEKSIDE TRAIL

D.A.W.

COPYRIGHT 2024 COSTICH ENGINEERING, D.P.C.

S

APPROXIMATE PARCEL BOUNDS

N/F DENNIS ZINK & JUDITH ZINK T.A.# 065.05-1-92 1151 BROOKTREE LANE

APPROXIMATE PARCEL BOUNDS

SANITARY SEWER REF #9

W2-10

ED

W2-13 W2-2

W2-1

NS

S

N/F SHANE CHAPMAN & TERESA ZAWACKI-CHAPMAN T.A.# 065.05-1-45 1219 SCENIC CIRCLE

C

HA

K OR I E

W1-4

S

TE EL O R I T Y H

S

PROJECT MANAGER

OF NEW

L I CE

N/F KEITH NAU & JODY NAU T.A.# 065.05-1-93 1152 BROOKTREE LANE

W2-7

(60' WIDE)

W2-4

EXISTING 10' WIDE MILL CREEK CLASS C STREAM REF #5 STREAM 2

ER

W2-5

APPROXIMATE LOCATION 100 YEAR FLOOD PLAIN REF #6

I NE

W1-3

SCENIC CIRCLE

W2-6

PROPOSED 135' MONOPOLE TOWER LAT: 43.242337°(43° 14' 32.41"N) LONG: -77.437310°(77° 26' 14.31"W) BASE ELEV= 327.8'± AMSL

EXISTING UTILITY POLE RGE 2 RTC 2W

(60' WIDE)

NG

W2-6

CREEKSIDE TRAIL

N/F ANTHONY M. LEMKE & PATRICIA DESKINS T.A.# 065.05-1-46 1215 SCENIC CIRCLE

E

OH

W1-2

EXISTING (3) 3.8'H x 6'W ARCH CMP NE INV=316.82 SW INV=317.28 EXISTING CONCRETE HEADWALL

A

FOUND REBAR W/ CAP 'LARUE'

EXISTING WOODS

EXISTING 6' WIDE UNNAMED TRIBUTARY TO MILL CREEK CLASS C STREAM N/F REF #5 PATRICIA A. BARONE STREAM 1 T.A.# 065.05-2-3 484 JOSEPH CIRCLE

PROPOSED 30' WIDE ACCESS AND UTILITIES EASEMENT W/ PROPOSED TEMPORARY CLEARING AND GRADING EASEMENTS ON EITHER SIDE

C

OH

EXISTING ASPHALT DRIVE

ST

W1-1

MI

(TO BE REMOVED)

SITE INFORMATION

WEBSTER NORTH PROJECT ID

17065749 MDG LOCATION ID: 5000928317

N/F BRIAN DOUGLAS BIXLER T.A.# 065.05-1-44 1223 SCENIC CIRCLE

TOWN OF WEBSTER COUNTY OF MONROE STATE OF NEW YORK SHEET TITLE

W3-5

FLOOD NOTE

BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE X & AE OF THE FLOOD INSURANCE RATE MAP NOS. 36055C0227G & 36055C0231G COMMUNITY PANEL NO. 360436, TOWN OF WEBSTER, WHICH BEARS AN EFFECTIVE DATE OF 8/28/2008, NO FIELD SURVEYING WAS PERFORMED TO DETERMINE THIS ZONE AND AN ELEVATION CERTIFICATE MAY BE NEEDED TO VERIFY THIS DETERMINATION OR APPLY FOR A VARIANCE FROM THE FEDERAL EMERGENCY MANAGEMENT AGENCY.

SURVEY PLAN

GRAPHIC SCALE 1 VA101

SURVEY PLAN SCALE

1" = 40' (22 x 34 SHEET) 1" = 80' (11 x 17 SHEET)

( IN FEET ) 1 inch = 40 ft. (22" x 34" SHEET) 1 inch = 80 ft. (11" x 17" SHEET)

160 C.E. JOB NUMBER

SHEET NUMBER

9159

VA101

PER THE NATIONAL WETLANDS INVENTORY MAPS, THERE ARE FEDERAL WETLANDS IN THE PROJECT AREA.

PER THE WETLAND AND WATERBODIES DELINEATION REPORT PROVIDED BY EARTH DIMENSIONS, INC. DATED SEPTEMBER 26, 2024 WITH EDI PROJECT CODE: W11B24a, THERE ARE FEDERAL WETLANDS WITHIN THE PROJECT AREA. PER THE ERSI/FEMA PROJECT IMPACT HAZARD INFORMATION AND AWARENESS SITE MAP THERE IS 100 YR. FLOOD PLAIN IN THE PROJECT AREA. 1A CERTIFICATION PREPARED BY COSTICH ENGINEERING D.P.C., PROJECT NO. 9159, SITE NAME: WEBSTER NORTH, DATED OCTOBER 29, 2024.

Civil Engineering

3. N79°08'19"W, A DISTANCE OF 96.06 FEET TO A POINT; THENCE

Land Surveying

4. S88°17'00"W, A DISTANCE OF 91.03 FEET TO A POINT; THENCE

2. N81°43'35"W, A DISTANCE OF 125.00 FEET TO A POINT; THENCE

5. S08°16'25"W, A DISTANCE OF 83.50 FEET TO A POINT; THENCE

3. N08°16'25"E, A DISTANCE OF 80.00 FEET TO A POINT; THENCE

6. N81°43'35"W, A DISTANCE OF 30.00 FEET TO A POINT BEING THE SOUTHEAST CORNER OF THE VERIZON WIRELESS LEASE PARCEL; THENCE

4. S81°43'35"E, A DISTANCE OF 125.00 FEET TO THE POINT AND PLACE OF BEGINNING. CONTAINING 0.230 ACRES OF LAND, MORE OR LESS.

7. N08°16'25"E, ALONG THE VERIZON WIRELESS LEASE PARCEL, A DISTANCE OF 80.00 FEET TO A POINT BEING THE NORTHEAST CORNER OF THE VERIZON WIRELESS LEASE PARCEL; THENCE 8. N81°43'35"W, ALONG THE VERIZON WIRELESS LEASE PARCEL, A DISTANCE OF 125.00 FEET TO A POINT BEING THE NORTHWEST CORNER OF THE VERIZON WIRELESS LEASE PARCEL; THENCE 9. N08°16'25"E, A DISTANCE OF 30.00 FEET TO A POINT; THENCE

S08°16'25"W, A DISTANCE OF 80.00 FEET TO A POINT; THENCE

Landscape Architecture

Costich Engineering

NO.

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

DATE

COMMENTS

0 11/06/2024 AJK

ISSUED PRELIMINARY FOR REVIEW

1 01/02/2025 AJK

NYSDEC WETLANDS BUFFER & SEWER

2 05/29/2025 RPS

ISSUED FINAL

10. S81°43'35"E, A DISTANCE OF 132.53 FEET TO A POINT; THENCE 11. N88°17'00"E, A DISTANCE OF 111.87 FEET TO A POINT; THENCE 12. S79°08'19"E, A DISTANCE OF 96.06 FEET TO A POINT ON THE ASSUMED COMMON LINE OF LANDS NOW OR FORMERLY OWNED BY LURII UMANSKYI (T.A.#065.05-1-15) TO THE NORTH AND LANDS NOW OR FORMERLY OWNED BY TOWN OF WEBSTER (T.A.#065.05-1-47) TO THE SOUTH; THENCE 13. N88°17'00"E, ALONG SAID ASSUMED COMMON LINE, A DISTANCE OF 256.83 FEET TO THE POINT AND PLACE OF BEGINNING.

PROJECT MANAGER

C

HA

K OR I E

TE EL O R I T Y H

OF NEW

D.A.W.

L I CE

ER

2. S88°17'00”W, A DISTANCE OF 263.25 FEET TO A POINT; THENCE

A. S87°24'01"W, ALONG A TIE LINE AND THROUGH SAID LANDS NOW OR FORMERLY OWNED BY TOWN OF WEBSTER (T.A.#065.05-1-47), A DISTANCE OF 475.13 FEET TO THE POINT AND PLACE OF BEGINNING; THENCE

NS

I NE

PER THE NYSDEC FRESHWATER WETLANDS MAP, THERE ARE NO STATE WETLANDS IN PROJECT AREA.

SOUTHERLY ALONG SAID ASSUMED WESTERLY BOUNDS OF SCENIC CIRCLE, A DISTANCE OF 30.22 FEET TO A POINT; THENCE

ED

PR

0 9 6 1 84 OF E AL S S I ON

DRAWN BY

NG

COMMENCING AT A POINT ON THE ASSUMED COMMON LINE OF LANDS NOW OR FORMERLY OWNED BY LURII UMANSKYI (T.A.#065.05-1-15) TO THE NORTH AND LANDS NOW OR FORMERLY OWNED BY TOWN OF WEBSTER (T.A.#065.05-1-47) TO THE SOUTH, SAID POINT BEING ON THE ASSUMED WESTERLY RIGHT OF WAY LINE OF SCENIC CIRCLE (60' R.O.W.); THENCE

E

1275 JOHN STREET, SUITE #100 WEST HENRIETTA, NEW YORK 14586

A

BEGINNING AT A POINT ON THE ASSUMED COMMON LINE OF LANDS NOW OR FORMERLY OWNED BY LURII UMANSKYI (T.A.#065.05-1-15) TO THE NORTH AND LANDS NOW OR FORMERLY OWNED BY TOWN OF WEBSTER (T.A.#065.05-1-47) TO THE SOUTH, SAID POINT BEING ON THE ASSUMED WESTERLY RIGHT OF WAY LINE OF SCENIC CIRCLE (60' R.O.W.); THENCE

ALL THAT TRACT OR PARCEL OF LAND SITUATE IN THE TOWN OF WEBSTER, COUNTY OF MONROE, STATE OF NEW YORK, ALL AS SHOWN ON A MAP ENTITLED "WEBSTER NORTH SCHEMATIC TOTAL HOLDINGS", PREPARED BY COSTICH ENGINEERING, D.P.C., HAVING DRAWING NUMBER 9159 - VA100 LAST REVISED 11/06/2024, AND BEING MORE PARTICULARLY BOUNDED AND DESCRIBED AS FOLLOWS:

C

PITTSFORD CORS STATION -LATITUDE

43-05-35.48461 (N) NAD 83 (CORS) -LONGITUDE: 077-31-31.11244 (W) -ELLIP HEIGHT: 113.481 METERS NAVD 88 (CORS)

ST

TOPOGRAPHY SHOWN FROM A FIELD SURVEY BY COSTICH ENGINEERING ON 10/7/2024 HORIZONTAL AND VERTICAL DATA OBTAINED THROUGH NYSDOT CORS NETWORK REFERENCED TO THE FOLLOWING MONUMENT

MI

LEASE PARCEL DESCRIPTION

ACCESS & UTILITIES EASEMENT DESCRIPTION

SURVEY REFERENCES

A.J.K.

SITE INFORMATION

WEBSTER NORTH PROJECT ID

17065749 MDG LOCATION ID: 5000928317

TOWN OF WEBSTER COUNTY OF MONROE STATE OF NEW YORK SHEET TITLE

SURVEY NOTES AND DESCRIPTIONS C.E. JOB NUMBER

SHEET NUMBER

9159

VA110

N

EXISTING GRAVEL DRIVE

EX. 12" STEEL PIPE TO BE ABANDONED IN PLACE AND REMOVED WHERE NECESSARY

EXISTING UTILITY POLE RGE 2W W/ GUY ANCHOR EXISTING UTILITY POLE NO #

APPROXIMATE PARCEL BOUNDS

EXISTING UTILITY POLE RGE 2X

EXISTING 10' WIDE MILL CREEK CLASS C STREAM REF #5 STREAM 2

EXISTING UTILITY POLE RGE 2V EXISTING UTILITY POLE NO # W/ GUY ANCHOR

OH

S

OH

S

OH OH

S

Costich Engineering

N/F LURII UMANSKYI T.A.# 065.05-1-15 1211 CREEKSIDE TRAIL

NO.

APPROXIMATE RIGHT OF WAY LINE

APPROXIMATE PARCEL BOUNDS

OH

OH OH

PROPOSED LIMITS OF TREE CLEARING D

W2-13 W2-2

SANITARY SEWER REF #9 N/F DENNIS ZINK & JUDITH ZINK T.A.# 065.05-1-92 1151 BROOKTREE LANE

S

SANITARY SEWER REF #9

W2-15

EXISTING UTILITIES (LOCATION, SIZES AND INVERTS) SHOWN ON THE PLANS ARE APPROXIMATE AND ARE NOT CERTIFIED AS TO THE ACCURACY OF THEIR LOCATION OR COMPLETENESS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATIONS AND DEPTHS OF ALL UTILITIES AND STRUCTURES IN THE PATH OF, OR CLOSELY PARALLEL TO, OR UNDER, THE PROPOSED CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DELAYS OR DAMAGES OCCURRING AS A RESULT OF INCORRECTLY LOCATED UTILITIES. IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITY OWNERS IN AMPLE TIME FOR THEM TO LOCATE AND MARK THEIR FACILITIES. THE CONTRACTOR SHALL ALSO NOTIFY UNDERGROUND UTILITY LOCATION SERVICE AT LEAST 48 HOURS IN ADVANCE OF COMMENCING ANY WORK.

N/F BRIAN DOUGLAS BIXLER T.A.# 065.05-1-44 1223 SCENIC CIRCLE

ER

I NE

0 9 6 1 84 OF E AL S S I ON

A.J.K.

SITE INFORMATION

SHEET TITLE

DEMOLITION PLAN SCALE

1" = 30' (22 x 34 SHEET) 1" = 60' (11 x 17 SHEET)

PR

DRAWN BY

TOWN OF WEBSTER COUNTY OF MONROE STATE OF NEW YORK

DEMOLITION PLAN

GRAPHIC SCALE 1 CA100

D.A.W.

WEBSTER NORTH PROJECT ID

17065749 MDG LOCATION ID: 5000928317

N/F TOWN OF WEBSTER T.A.# 065.05-1-47 1209 CREEKSIDE TRAIL

W2-14

K OR I E

WETLANDS DELINEATED BY EARTH DIMENSIONS, INC. ON SEPTEMBER 26, 2024 REF #5

N/F SHANE CHAPMAN & TERESA ZAWACKI-CHAPMAN T.A.# 065.05-1-45 1219 SCENIC CIRCLE

ED

W2-11

FOUND REBAR W/ CAP 'LARUE'

C

HA

NS

W2-12

TE EL O R I T Y

L I CE

S

PROJECT MANAGER

OF NEW

EXISTING 10' WIDE MILL CREEK CLASS C STREAM REF #5 STREAM 2

W2-10

W2-1

ISSUED FINAL

N/F ANTHONY M. LEMKE & PATRICIA DESKINS T.A.# 065.05-1-46 1215 SCENIC CIRCLE

(60' WIDE)

W2-7

EXISTING UTILITY POLE RGE 2 RTC 2W

SCENIC CIRCLE

PROPOSED VERIZON WIRELESS 80' x 125' LEASE PARCEL AREA= 0.23±

W2-4

W2-3

2 05/29/2025 RPS

OH

APPROXIMATE LOCATION 100 YEAR FLOOD PLAIN REF #6

W2-6

W2-5

W1-5

NYSDEC WETLANDS BUFFER & SEWER

OH

APPROXIMATE PARCEL BOUNDS

W2-6

S

1 01/02/2025 AJK

PROPOSED 30' WIDE ACCESS AND UTILITIES EASEMENT W/ PROPOSED TEMPORARY CLEARING AND GRADING EASEMENTS ON EITHER SIDE

EXISTING CONCRETE HEADWALL

EXISTING WOODS

(TO BE REMOVED) EX. 12" STEEL PIPE TO BE ABANDONED IN PLACE AND REMOVED WHERE NECESSARY

W1-4

ISSUED PRELIMINARY FOR REVIEW

NG

ABANDONED STORM MH RIM=327.44 NW INV=322.94 (12" STEEL) S INV=322.99 (12" STEEL)

EXISTING (3) 3.8'H x 6'W ARCH CMP NE INV=316.82 SW INV=317.28

OH

FOUND REBAR W/ CAP 'LARUE'

W1-3

N/F KEITH NAU & JODY NAU T.A.# 065.05-1-93 1152 BROOKTREE LANE

0 11/06/2024 AJK

H

APPROXIMATE PARCEL BOUNDS

N/F PATRICIA A. BARONE T.A.# 065.05-2-3 484 JOSEPH CIRCLE

COMMENTS

APPROXIMATE PARCEL BOUNDS

EXISTING TREELINE TO BE REMOVED

W1-2

DATE

OH

W1-1

EXISTING 6' WIDE UNNAMED TRIBUTARY TO MILL CREEK CLASS C STREAM REF #5 STREAM 1

EXISTING ASPHALT DRIVE

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

E

SANITARY SEWER REF #9

EXISTING SANITARY MH RIM=327.57 W INV=323.89 (8" VTP) E INV=323.99 (8" VTP) EXISTING UTILITY POLE RGE 2Q EXISTING UTILITY POLE RGE 2U

EXISTING WOODS OH

Landscape Architecture

A

EXISTING BLOCK WALL W/ PUMP STATION EQUIPMENT

Land Surveying

EXISTING CONCRETE HEADWALL

EXISTING SANITARY MH RIM=326.55 W INV=322.83 (8" VTP) E INV=322.93 (8" VTP)

APPROXIMATE LOCATION 100 YEAR FLOOD PLAIN REF #6

N/F PATRICIA A. BARONE T.A.# 065.05-2-4 482 JOSEPH CIRCLE

Civil Engineering

C

APPROXIMATE LOCATION 100 YEAR FLOOD PLAIN REF #6

1275 JOHN STREET, SUITE #100 WEST HENRIETTA, NEW YORK 14586

ST

EXISTING ONE STORY BLOCK BUILDING PUMP STATION

N/F TOWN OF WEBSTER T.A.# 050.03-1-33.001 PROVIDENCE DRIVE

MI

N/F DAVID L. KOHLER & CAROLE G. KOHLER T.A.# 065.05-1-8 1181 HIDDEN VALLEY TRAIL

NORTH

EXISTING SANITARY MH RIM=327.68 W INV=322.85 (8" VTP) E INV=322.96 (8" VTP)

( IN FEET ) 1 inch = 30 ft. (22" x 34" SHEET) 1 inch = 60 ft. (11" x 17" SHEET)

120 C.E. JOB NUMBER

SHEET NUMBER

9159

CA100

N

EXISTING GRAVEL DRIVE

N/F TOWN OF WEBSTER T.A.# 050.03-1-33.001 PROVIDENCE DRIVE

EXISTING UTILITY POLE RGE 2W W/ GUY ANCHOR

EXISTING ONE STORY BLOCK BUILDING PUMP STATION

EXISTING UTILITY POLE NO # APPROXIMATE PARCEL BOUNDS

EXISTING UTILITY POLE RGE 2X

OH

S

OH

S

PROPOSED 12' WIDE GRAVEL DRIVEWAY

Land Surveying

OH

S

Landscape Architecture

Costich Engineering

N/F LURII UMANSKYI T.A.# 065.05-1-15 1211 CREEKSIDE TRAIL

NO.

APPROXIMATE RIGHT OF WAY LINE

APPROXIMATE PARCEL BOUNDS

OH OH

E&F

X

FOUND REBAR W/ CAP 'LARUE'

W2-1

WETLANDS DELINEATED BY EARTH DIMENSIONS, INC. ON SEPTEMBER 26, 2024 REF #5

W2-13 W2-2

SANITARY SEWER REF #9 N/F DENNIS ZINK & JUDITH ZINK T.A.# 065.05-1-92 1151 BROOKTREE LANE

S

SANITARY SEWER REF #9

W2-15

N/F BRIAN DOUGLAS BIXLER T.A.# 065.05-1-44 1223 SCENIC CIRCLE

ER

I NE

0 9 6 1 84 OF E AL S S I ON

A.J.K.

SITE INFORMATION

SHEET TITLE

OVERALL SITE PLAN SCALE

1" = 30' (22 x 34 SHEET) 1" = 60' (11 x 17 SHEET)

PR

DRAWN BY

TOWN OF WEBSTER COUNTY OF MONROE STATE OF NEW YORK

OVERALL SITE PLAN

GRAPHIC SCALE 1 CA101

D.A.W.

WEBSTER NORTH PROJECT ID

17065749 MDG LOCATION ID: 5000928317

N/F TOWN OF WEBSTER T.A.# 065.05-1-47 1209 CREEKSIDE TRAIL

W2-14

C

HA

NG

79'±

64'±

W2-10

N/F SHANE CHAPMAN & TERESA ZAWACKI-CHAPMAN T.A.# 065.05-1-45 1219 SCENIC CIRCLE

TE EL O R I T Y

E

EXISTING 10' WIDE MILL CREEK CLASS C STREAM REF #5 STREAM 2

ED

W2-11

PROJECT MANAGER

OF NEW

NS

W2-12

N/F ANTHONY M. LEMKE & PATRICIA DESKINS T.A.# 065.05-1-46 1215 SCENIC CIRCLE

L I CE

S

EXISTING UTILITY POLE RGE 2 RTC 2W

(60' WIDE)

W2-7

OH

SCENIC CIRCLE

PROPOSED VERIZON WIRELESS 80' x 125' LEASE PARCEL AREA= 0.23±

W2-4

OH

K OR I E

APPROXIMATE LOCATION 100 YEAR FLOOD PLAIN REF #6

PROPOSED 30' WIDE ACCESS AND UTILITIES EASEMENT W/ PROPOSED TEMPORARY CLEARING AND GRADING EASEMENTS ON EITHER SIDE

EXISTING CONCRETE HEADWALL

NYSDEC WETLAND 100' BUFFER DISTURBANCE AREA: 0.096± AC.

EXISTING WOODS

W2-6

W2-5

W2-3

ISSUED FINAL

H

W2-6

W1-5

2 05/29/2025 RPS

A

X

PROPOSED LIMITS OF TREE CLEARING PROPOSED 37' x 76' FENCED IN TELECOMMUNICATIONS COMPOUND PROPOSED 135' MONOPOLE TOWER LAT: 43.242337°(43° 14' 32.41"N) LONG: -77.437310°(77° 26' 14.31"W) BASE ELEV= 327.8'± AMSL

S

NYSDEC WETLANDS BUFFER & SEWER

C

(ILC) LOAD CENTER INTEGRATED

X

LOD

W1-4

EXISTING (3) 3.8'H x 6'W ARCH CMP NE INV=316.82 SW INV=317.28

OH

FOUND REBAR W/ CAP 'LARUE'

W1-3

N/F KEITH NAU & JODY NAU T.A.# 065.05-1-93 1152 BROOKTREE LANE

1 01/02/2025 AJK

APPROXIMATE PARCEL BOUNDS

X

LOD

APPROXIMATE PARCEL BOUNDS

N/F PATRICIA A. BARONE T.A.# 065.05-2-3 484 JOSEPH CIRCLE

ISSUED PRELIMINARY FOR REVIEW

LOD

PROPOSED GRAVEL TURNAROUND 176'±

LOD

92'±

W1-2

0 11/06/2024 AJK

OH

196'±

EXISTING ASPHALT DRIVE

COMMENTS

X

LOD

W1-1

OH

DECFER S Y F 'N 100 AND BU L WET

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

DATE

ST

SANITARY SEWER REF #9

EXISTING SANITARY MH RIM=327.57 W INV=323.89 (8" VTP) E INV=323.99 (8" VTP) EXISTING UTILITY POLE RGE 2Q EXISTING UTILITY POLE RGE 2U

EXISTING WOODS OH

Civil Engineering

EXISTING CONCRETE HEADWALL

EXISTING SANITARY MH RIM=326.55 W INV=322.83 (8" VTP) E INV=322.93 (8" VTP)

APPROXIMATE LOCATION 100 YEAR FLOOD PLAIN REF #6

N/F PATRICIA A. BARONE T.A.# 065.05-2-4 482 JOSEPH CIRCLE EXISTING BLOCK WALL W/ PUMP STATION EQUIPMENT

EXISTING 10' WIDE MILL CREEK CLASS C STREAM REF #5 STREAM 2

EXISTING UTILITY POLE PROPOSED UNDERGROUND RGE 2V UTILITIES FROM EXISTING UTILITY POLE WITHIN PROPOSEDEXISTING UTILITY POLE 10' WIDE UTILITIES EASEMENT NO # W/ GUY ANCHOR (90'±)

161'±

APPROXIMATE LOCATION 100 YEAR FLOOD PLAIN REF #6

EXISTING 6' WIDE UNNAMED TRIBUTARY TO MILL CREEK CLASS C STREAM REF #5 STREAM 1

1275 JOHN STREET, SUITE #100 WEST HENRIETTA, NEW YORK 14586

MI

N/F DAVID L. KOHLER & CAROLE G. KOHLER T.A.# 065.05-1-8 1181 HIDDEN VALLEY TRAIL

NORTH

EXISTING SANITARY MH RIM=327.68 W INV=322.85 (8" VTP) E INV=322.96 (8" VTP)

( IN FEET ) 1 inch = 30 ft. (22" x 34" SHEET) 1 inch = 60 ft. (11" x 17" SHEET)

120 C.E. JOB NUMBER

SHEET NUMBER

9159

CA101

NORTH

F E&

N

F E&

1275 JOHN STREET, SUITE #100 WEST HENRIETTA, NEW YORK 14586

EXISTING GRAVEL DRIVE E&F

PROPOSED UNDERGROUND UTILITIES FROM EXISTING UTILITY POLE WITHIN PROPOSED 10' WIDE UTILITIES EASEMENT (90'±)

PROPOSED VERIZON WIRELESS EQUIPMENT H-FRAME 10' RADIUS NO SPARK ZONE

PROPOSED 12' WIDE GRAVEL DRIVEWAY

E&F

PROPOSED 500 GAL PROPANE TANK ON 4'x10' CONCRETE PAD

Land Surveying Landscape Architecture

PROPOSED (2) 6' WIDE SWING GATES BARBED WIRE TOP

X

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

X

5.6'

PROPOSED UTILITY BACKBOARD

6.9'

X

APPROXIMATE LOCATION OF 25'x25' PROPOSED TOWER FOUNDATION

X

12.0'

X

E&

X

COMMENTS

0 11/06/2024 AJK

ISSUED PRELIMINARY FOR REVIEW

1 01/02/2025 AJK

NYSDEC WETLANDS BUFFER & SEWER

2 05/29/2025 RPS

ISSUED FINAL

PROPOSED VERIZON WIRELESS PROPANE GENERATOR ON PROPOSED 4'x8' CONCRETE PAD

F

INTEGRATED LOAD CENTER (ILC)

X X

PROPOSED VERIZON WIRELESS 16.0'x22.5' EQUIPMENT AREA

DATE

X

4.0'

G

PROPOSED 2' WIDE CABLE BRIDGE (17'±)

NO.

2.5'

X

G

X

2.0'

X

F

X

1.0'

X

Costich Engineering

X

X X

23.5'

X

PROPOSED BOLLARD @ 5' O.C. (TYP.)

E&F

28.5'

Civil Engineering

X

4.0' 7.7' PROPOSED (2) 5' WIDE SWING GATES BARBED WIRE TOP

PROPOSED VERIZON WIRELESS 12.5'x11' CONCRETE SLAB W/ 12'x10' ICE CANOPY & EQUIPMENT CABINETS

A

C

ST

ER

D.A.W.

I NE

0 9 6 1 84 OF E AL S S I ON

NG

ED

PR

DRAWN BY

E

4.0'

X

NS

4.0'

C

HA

L I CE

18.1'

X

TE EL O R I T Y

K OR I E

X

A.J.K.

X

PROJECT MANAGER

OF NEW

H

X

7.7' AREA RESERVED FOR FUTURE CARRIER (TYP)

PROPOSED GRAVEL TURNAROUND

MI

X

39.0' 37.0'

X

PROPOSED STONE YARD, TO EXTEND 1' PAST FENCE LINE

COPYRIGHT 2024 COSTICH ENGINEERING, D.P.C.

X

76.0' 78.0'

40.0'

PROPOSED 7' TALL CHAIN LINK FENCE W/ 1' BARBED WIRE TOP

PROPOSED 135' MONOPOLE TOWER LAT: 43.242337°(43° 14' 32.41"N) LONG: -77.437310°(77° 26' 14.31"W) BASE ELEV= 327.8'± AMSL

PROPOSED 37' x 76' FENCED IN TELECOMMUNICATIONS COMPOUND

SITE INFORMATION

WEBSTER NORTH PROJECT ID

17065749 MDG LOCATION ID: 5000928317

PROPOSED VERIZON WIRELESS 80' x 125' LEASE PARCEL AREA= 0.23±

TOWN OF WEBSTER COUNTY OF MONROE STATE OF NEW YORK SHEET TITLE

COMPOUND PLAN

GRAPHIC SCALE 5 1 CA110

2.5

COMPOUND PLAN SCALE

1" = 5' (22 x 34 SHEET) 1" = 10' (11 x 17 SHEET)

( IN FEET ) 1 inch = 5 ft. (22" x 34" SHEET) 1 inch = 10 ft. (11" x 17" SHEET)

20 C.E. JOB NUMBER

SHEET NUMBER

9159

CA110

OH

EXISTING UTILITY POLE RGE 2X

N

EXISTING UTILITY POLE NO # W/ GUY ANCHOR

APPROXIMATE LOCATION 100 YEAR FLOOD PLAIN REF #6

319

320

NORTH

EXISTING ONE STORY BLOCK BUILDING PUMP STATION

PROPOSED 30' WIDE ACCESS AND UTILITIES EASEMENT W/ PROPOSED TEMPORARY CLEARING AND GRADING EASEMENTS ON EITHER SIDE

O

323H

EXISTING GRAVEL DRIVE

321 1275 JOHN STREET, SUITE #100 WEST HENRIETTA, NEW YORK 14586

322

OH

323

EXISTING UTILITY POLE NO #

OH

324

OH

325 OH

OH

OH OH

EXISTING BLOCK WALL W/ PUMP STATION EQUIPMENT

326

EXISTING UTILITY POLE RGE 2V

OH

326

325

OH OH

OH

EXISTING WOODS

OH

Civil Engineering

324

OH

Land Surveying

E&F

321 324 E&F

326

LOD

327

X

32 9

X

LOD X

X

LOD

328

X

LOD

SF

LOD

X

LOD SF

329

WETLANDS DELINEATED BY EARTH DIMENSIONS, INC. ON SEPTEMBER 26, 2024 REF #5

C

A

ER

I NE

E

0 9 6 1 84 OF E AL S S I ON

A.J.K.

EXISTING WOODS

331

PROPOSED 135' MONOPOLE TOWER LAT: 43.242337°(43° 14' 32.41"N) LONG: -77.437310°(77° 26' 14.31"W) BASE ELEV= 327.8'± AMSL

PR

DRAWN BY

NG

LOD

PROPOSED LIMITS OF TREE CLEARING APPROXIMATE LOCATION 100 YEAR FLOOD PLAIN REF #6

D.A.W.

COPYRIGHT 2024 COSTICH ENGINEERING, D.P.C.

LOD

ST

319

X

LOD SF

X

NYSDEC WETLAND 100' BUFFER DISTURBANCE AREA: 0.096± AC.

327.0 LOD

ED

324 325 326

NS

LOD

C

HA

L I CE

X

326.24

327

H

LOD

X

LOD

PROPOSED PROPOSED GRAVEL CONCRETE WASHOUT TURNAROUND

TE EL O R I T Y

K OR I E

323

X

321

LOD

X

327.38

PROJECT MANAGER

OF NEW

MI

LOD

320

326.45 LOD

LOD

322

INTEGRATED LOAD CENTER (ILC)

CFS

324

327

LOD

X

LOD X

325

328

327

X

LOD

G

LOD

LOD X

323

LOD

X X

CF S

LOD

ISSUED FINAL

8 X

LOD

PROPOSED SILT FENCE (TYP)

2 05/29/2025 RPS

X

326

323

32 3 3 32 24 5 32 6

D LO SF

E&F

SF

326.82

326.29

326.06

NYSDEC WETLANDS BUFFER & SEWER

X

X X

1 01/02/2025 AJK

LOD

327.2 X

ISSUED PRELIMINARY FOR REVIEW

LOD

X

0 11/06/2024 AJK

LOD

322

321

327.14

S CF

320

LOD

X

COMMENTS

LOD

326.23

LOD

PROPOSED 37' x 76' FENCED IN TELECOMMUNICATIONS COMPOUND

325

DATE

F

EC FER D S NY BUF ' 0 10 LAND T WE

LOD

NO.

LOD

E&

EXISTING 6' WIDE UNNAMED TRIBUTARY TO MILL CREEK CLASS C STREAM REF #5 STREAM 1

LOD

F

EXISTING SANITARY MH RIM=327.68 W INV=322.85 (8" VTP) E INV=322.96 (8" VTP)

LOD

SF

E&

SANITARY SEWER REF #9

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

6 32

PROPOSED UNDERGROUND UTILITIES FROM EXISTING UTILITY POLE WITHIN PROPOSED 10' WIDE UTILITIES EASEMENT (90'±) PROPOSED LIMITS OF DISTURBANCE = 0.16± ACRES

EXISTING UTILITY POLE RGE 2W W/ GUY ANCHOR

PROPOSED 12' WIDE GRAVEL DRIVEWAY

Costich Engineering

326 325

325

S

320

7 31

319

8 31

324

322

W1-1

Landscape Architecture

333

335

327

330 332

APPROXIMATE LOCATION 100 YEAR FLOOD PLAIN REF #6

334

337

336

338

PROPOSED VERIZON WIRELESS 80' x 125' LEASE PARCEL AREA= 0.23±

SITE INFORMATION

WEBSTER NORTH PROJECT ID

17065749 MDG LOCATION ID: 5000928317

TOWN OF WEBSTER COUNTY OF MONROE STATE OF NEW YORK

W1-2

SHEET TITLE

GRAPHIC SCALE 10 1 CA120

GRADING & EROSION CONTROL PLAN SCALE: 1" = 10' (22 x 34 SHEET) 1" = 20' (11 x 17 SHEET)

( IN FEET ) 1 inch = 10 ft. (22" x 34" SHEET) 1 inch = 20 ft. (11" x 17" SHEET)

GRADING & EROSION CONTROL PLAN C.E. JOB NUMBER

SHEET NUMBER

9159

CA120

UNIVERSAL PIPE ADAPTER KIT BY SITEPRO OR EQUAL (TYP OF 2) PROPOSED VERIZON WIRELESS 10' x 12' ICE CANOPY (SEE DETAILS)

PROPOSED 25W FLOOD LIGHT (LITHONIA OLFL14 PE BZ M4) MOUNTED ON H-FRAME

PROPOSED GPS UNIT SUPPLIED BY CONTRACTOR

PROPOSED VERIZON WIRELESS 10' x 12' ICE CANOPY (SEE DETAILS)

PROPOSED VERIZON WIRELESS 24"x24" FIBER BOX WITH LOCKABLE HASP

10.0' 4'-4"

4'-4"

PROPOSED VERIZON WIRELESS H-FRAME

PROPOSED GPS UNIT SUPPLIED BY CONTRACTOR

PROPOSED VERIZON WIRELESS CABLE BRIDGE

1275 JOHN STREET, SUITE #100 WEST HENRIETTA, NEW YORK 14586

PROPOSED VERIZON WIRELESS 200A INTEGRATED LOAD CENTER

PROPOSED LIGHT TIMER WITH WEATHERPROOF COVER (4) 3" CONDUIT PROVIDING CONNECTIVITY BETWEEN CABINETS (COORDINATE FINAL CONDUITS W/ VERIZON WIRELESS CE)

PROPOSED VERIZON WIRELESS CABLE BRIDGE

PROPOSED P1000 UNISTRUT, LENGTH & SPACING TO BE DETERMINED IN FIELD TO SUIT EQUIPMENT MOUNTING LOCATIONS

PROPOSED VERIZON WIRELESS CABLE BRIDGE POST PROPOSED P1000 UNISTRUT, LENGTH & SPACING TO BE DETERMINED IN FIELD TO SUIT EQUIPMENT MOUNTING LOCATIONS

PROPOSED VERIZON WIRELESS H-FRAME

PROPOSED VERIZON WIRELESS PROPANE GENERATOR ON PROPOSED 4'x8' CONCRETE PAD

10.0'

FUTURE VERIZON WIRELESS CABINET PROPOSED VERIZON WIRELESS BATTERY CABINET

Civil Engineering Land Surveying

PROPOSED TRAP BOX (SITE PRO 1 P/N: TRAP3 OR APPROVED EQUAL) (TYP) PROPOSED VERIZON WIRELESS OVP

PROPOSED VERIZON WIRELESS EQUIPMENT CABINET

Landscape Architecture

Costich Engineering

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

PROPOSED VERIZON WIRELESS EQUIPMENT CABINET

PROPOSED VERIZON WIRELESS 12.5' x 11.0' CONCRETE PAD

NO.

EXISTING GRADE

2" POWER PVC CONDUIT (FROM GENERATOR) 2" POWER PVC CONDUIT (FROM METER/DISC) 1" HEATER/CHARGER PVC CONDUIT (FROM GENERATOR) 1" CONTROL PVC CONDUIT (FROM GENERATOR) (4) 1" POWER EMT CONDUITS 3/4" POWER EMT CONDUIT 2" FIBER PVC CONDUIT (FROM FIBER DEMARC)

SCALE

1" = 2' (22 x 34 SIZE) 1" = 4' (11 x 17 SIZE)

GENERAL CONTRACTOR AND VERIZON WIRELESS SETUP VENDOR TO INSTALL PULL STRINGS IN ALL EQUIPMENT CONDUITS AS APPLICABLE (OVP, ALARM, POWER, FIBER, AND GENERATOR)

VERIZON WIRELESS SETUP VENDOR TO ADD PLYWOOD BACKING BOARD INSIDE HOFFMAN BOX.

VERIZON WIRELESS SETUP VENDOR TO PROVIDE AND INSTALL CAT6 ETHERNET CABLING FOR ALL ALARM POINTS REQUIRED BY VERIZON WIRELESS STANDARDS.

ALL CIVIL SITE WORK (CONDUITS, GROUNDING, CONCRETE) TO BE PERFORMED BY VERIZON WIRELESS GENERAL CONTRACTOR. ALL OTHER WORK TO BE DONE BY OTHERS. PROPOSED VERIZON WIRELESS 10' x 12' ICE CANOPY (SEE DETAILS)

8' (MAX)

PROPOSED CABLE BRIDGE

PROPOSED VERIZON WIRELESS 200A INTEGRATED LOAD CENTER (ON OPPOSITE SIDE)

A.J.K.

10.0'

PROPOSED HYBRID CABLE (TYP) CABLE GROUND BAR

7' CLEAR (MIN)

PROPOSED VERIZON WIRELESS H-FRAME

PROPOSED VERIZON WIRELESS OVP

SITE INFORMATION

10.0'

UNIVERSAL GPS MOUNT BY SITEPRO OR EQUAL (TYP OF 2)

PROPOSED 18"Ø CONCRETE PIER (TYP)

0 9 6 1 84 OF E AL S S I ON

(4) 3" CONDUIT PROVIDING CONNECTIVITY BETWEEN CABINETS (COORDINATE FINAL CONDUITS W/VERIZON WIRELESS CE)

EXISTING GRADE

PR

DRAWN BY

1.5'

PROPOSED VERIZON WIRELESS OVP

PROPOSED VERIZON WIRELESS H-FRAME

D.A.W.

I NE

ED

PROPOSED 25W FLOOD LIGHT (LITHONIA OLFL14 PE BZ M4) MOUNTED ON H-FRAME

C

HA

NS

PROPOSED TOWER

PROPOSED P1000 UNISTRUT, LENGTH & SPACING TO BE DETERMINED IN FIELD TO SUIT EQUIPMENT MOUNTING LOCATIONS

TE EL O R I T Y

ER

PROPOSED GPS UNIT SUPPLIED BY CONTRACTOR

PROPOSED CABLES

PROPOSED VERIZON WIRELESS CABLE BRIDGE POST

PROJECT MANAGER

OF NEW

H

4'-4"

SCALE

1" = 2' (22 x 34 SIZE) 1" = 4' (11 x 17 SIZE)

K OR I E

10.0'

SIDE ELEVATION

L I CE

4'-4"

2 CA500

NOTES:

PROPOSED GPS UNIT SUPPLIED BY CONTRACTOR UNIVERSAL PIPE ADAPTER KIT BY SITEPRO OR EQUAL (TYP OF 2)

ISSUED FINAL

PROPOSED 18"Ø CONCRETE PIER (TYP)

FRONT ELEVATION

PROPOSED HYBRID CABLES ROUTED ALONG CABLE BRIDGE

2 05/29/2025 RPS

NG

1" ALARM PVC CONDUIT (FROM GENERATOR)

NYSDEC WETLANDS BUFFER & SEWER

E

1" POWER/ALARM EMT CONDUIT 1" ALARM PVC CONDUIT (FROM PROPANE TANK)

1 01/02/2025 AJK

A

2" FIBER EMT CONDUIT

ISSUED PRELIMINARY FOR REVIEW

C

1" ALARM EMT CONDUIT

PROPOSED VERIZON WIRELESS CABLE BRIDGE

PROPOSED VERIZON WIRELESS 12.5' x 11.0' CONCRETE PAD PROPOSED VERIZON WIRELESS 200A INTEGRATED LOAD CENTER

0 11/06/2024 AJK

ST

TRANSITION POINT FROM EMT CONDUIT TO LMFC CONDUIT (TYP)

1 CA500

(3) 2" LMFC CONDUITS FROM CABINET TO OVP

COMMENTS

MI

PROPOSED COURTESY GFI RECEPTACLE WITH WEATHERPROOF COVER

DATE

WEBSTER NORTH PROJECT ID

17065749 MDG LOCATION ID: 5000928317

TOWN OF WEBSTER COUNTY OF MONROE STATE OF NEW YORK SHEET TITLE

PROPOSED GROUND BAR (3) 2" LMFC CONDUITS FROM CABINET TO OVP

3 CA500

REAR ELEVATION SCALE

1" = 2' (22 x 34 SIZE) 1" = 4' (11 x 17 SIZE)

PROPOSED VERIZON WIRELESS EQUIPMENT CABINET

FUTURE VERIZON WIRELESS CABINET

EQUIPMENT ELEVATIONS

PROPOSED VERIZON WIRELESS 12.5' x 11.0' CONCRETE PAD PROPOSED VERIZON WIRELESS BATTERY CABINET

PROPOSED TOWER FOUNDATION 4 CA500

EQUIPMENT ELEVATION SCALE

1" = 2' (22 x 34 SIZE) 1" = 4' (11 x 17 SIZE)

C.E. JOB NUMBER

SHEET NUMBER

9159

CA500

1275 JOHN STREET, SUITE #100 WEST HENRIETTA, NEW YORK 14586

PROPOSED 4'± LIGHTNING ROD

Civil Engineering Land Surveying

PROPOSED VERIZON WIRELESS PANEL ANTENNA ARRAY @ 130' AGL CENTERLINE

Landscape Architecture

N Costich Engineering NORTH

AREA RESERVED FOR FUTURE CARRIER @ 115' AGL CENTERLINE

PROPOSED 700/AWS/850 PANEL ANTENNA (TYP PER SECTOR)

PROPOSED C-BAND ANTENNA/RRH (TYP PER SECTOR)

130.0'

0 11/06/2024 AJK

ISSUED PRELIMINARY FOR REVIEW

1 01/02/2025 AJK

NYSDEC WETLANDS BUFFER & SEWER

2 05/29/2025 RPS

ISSUED FINAL

PROPOSED CBRS ANTENNA/RRH (TYP PER SECTOR)

PROPOSED 12-CIRCUIT OVP UNIT NOTE: CONTRACTORS MUST UTILIZE VERIZON WIRELESS APPROVED LOW-PIM CABLE SUPPORT FASTENERS AND RELATED ANCILLARY ATTACHMENT HARDWARE WITHIN 10 FEET OF VERIZON WIRELESS ANTENNAS

PROPOSED AWS/PCS RRH UNIT (TYP PER SECTOR)

100.0'

THE TOWER SHALL BE CONSTRUCTED WITH GALVANIZED STEEL. NO FAA OBSTRUCTION LIGHTING IS PROPOSED BY VERIZON WIRELESS UNLESS IT IS REQUIRED BY THE FEDERAL AVIATION ADMINISTRATION OR THE LOCAL MUNICIPALITY. ALL REFERENCES TO THE TOWER AND ITS FOUNDATION ARE TO BE DIRECTED TO THE DESIGN AND DETAIL DRAWINGS BY THE TOWER SUPPLIER.

2" SPACING M GAM

OR ECT

PROPOSED 8' BOOM (TYP PER SECTOR)

AS

° 250 = Z

A

TOWER SHALL BE DESIGNED/ CONSTRUCTED TO ACCOMMODATE A TOTAL OF THREE WIRELESS CARRIERS.

THERE SHALL BE NO PERMANENT CLIMBING PEGS WITHIN 15' OF THE GROUND OF ANY TOWER.

PROPOSED ANTENNAS SHALL BE INSTALLED IN ACCORDANCE WITH THE SITE SPECIFIC RF ANTENNA DESIGN SHEET SUPPLIED BY THE RF SYSTEMS ENGINEER.

BE

AZ

2 CA200

TOWER ELEVATION SCALE

1" = 10' (22 x 34 SHEET) 1" = 20' (11 x 17 SHEET)

( IN FEET ) 10 1 inch = ft. (22" x 34" SHEET) 1 inch = 20 ft. (11" x 17" SHEET)

A

C

ST

ER

I NE NG

0 9 6 1 84 OF E AL S S I ON

E

PR

DRAWN BY

A.J.K.

13 0°

SITE INFORMATION

SE

CT

O

R

WEBSTER NORTH PROJECT ID

17065749 MDG LOCATION ID: 5000928317

TOWN OF WEBSTER COUNTY OF MONROE STATE OF NEW YORK 2

1 CA200

TA

GRAPHIC SCALE

D.A.W.

EXISTING GRADE

0.0' AGL.

MI

ED

PROPOSED VERIZON WIRELESS 135' MONOPOLE

NS

C

HA

L I CE

TE EL O R I T Y H

PROPOSED STIFF ARM (TYP)

TOWER NOTES 1.

PROJECT MANAGER

OF NEW

K OR I E

115.0'

135.0'

COMMENTS

PROPOSED 700/PCS/850 PANEL ANTENNA (TYP PER SECTOR)

PROPOSED 700/850 RRH UNIT (TYP PER SECTOR)

PROPOSED VERIZON WIRELESS (2) 6x12 HYBRID CABLES (180'± EACH)

DATE

0° AZ = 1

AREA RESERVED FOR FUTURE CARRIER @ 100' AGL CENTERLINE

ALPHA

SECTO R

NO.

139.0'

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

ANTENNA ORIENTATION SCALE

1" = 2' (22 x 34 SHEET) 1" = 4' (11 x 17 SHEET)

( IN FEET ) 1 inch = 2 ft. (22" x 34" SHEET) 1 inch = 4 ft. (11" x 17" SHEET)

SHEET TITLE 8

TOWER ELEVATION AND ANTENNA ORIENTATION PLAN C.E. JOB NUMBER

SHEET NUMBER

9159

CA200

(3) INDUSTRIAL MALLEABLE IRON OFFSET PIN HINGES PER GATE PANEL (PAGE-WILSON M-6 OR EQUAL) EXTENSION ARM

9" x 9" BANDED HAND HOLE (TYP) W/ CHAIN WELDED @ ONE SIDE

CAP (TYP ON ALL POSTS)

POST CAP

3 STRANDS OF GALVANIZED BARBED WIRE

X

3/8" DIA STEEL TRUSS ROD AT GATE (TYP)

1275 JOHN STREET, SUITE #100 WEST HENRIETTA, NEW YORK 14586

TOP RAIL

TOP RAIL LINE POST SPACED @ NOT TO EXCEED 10'-0" O.C. (SEE FENCING NOTES FOR DIAMETERS OF POSTS)

4" DIA SCH 40 GATE POST

TO GROUND SYSTEM REFER TO GROUNDING PLAN FOR CONNECTION

ANTENNA CABLES ON SNAP-IN CABLE HANGER (TYP)

Civil Engineering Land Surveying

OUTSIDE

GATE FRAME

SEE FENCE DETAIL

7'-0"

CHAIN LINK FABRIC

INSIDE

POST CAP

ICE BRIDGE SITE PRO1 MODEL #IB24D-T3

10'-0"±

X

1'-0"

X

9'-9" OR 11'-9" (SEE PLAN)

ICE BRIDGE SITE PRO1 MODEL #IB12D-T3

7'-0" CLEAR (MIN)

BARBED WIRE 3 STRANDS GALVANIZED

WELDED HEAVY DUTY HASP AND STAPLE W/ INTEGRAL DROP BAR AND PADLOCK

TENSION WIRE

Landscape Architecture

GRADE

Costich Engineering

TENSION WIRE

12" WIDE - MODEL #IB12-D CENTER DROP BAR

24" WIDE - MODEL #IB24-D CONCRETE (SEE FENCE DETAIL)

DOUBLE GATE DETAIL

12"

SECTION VIEW

PLAN VIEW

2 05/29/2025 RPS

ISSUED FINAL

SCALE

NTS

2. COMPACTED SUBGRADE 3.

GRAVEL SURFACING TREATMENT

6 MAX. 1

6.0' 4%

6 MAX. 1

VEGETATE SLOPE 3 MAX. 1

ED

3 1 MAX.

6.0' 4%

NS

VEGETATE SLOPE

C

HA

L I CE

6" DIA SCH 40 CONCRETE FILLED STEEL PIPE GUARD POST

CENTERLINE OF IMPROVEMENTS

1'-6" LEVELING AREA

THEORETICAL GRADE LINE (T.G.L.)

TE EL O R I T Y

K OR I E

1'-6" LEVELING AREA

PROJECT MANAGER

OF NEW

H

SCALE

NTS

NOTE

ACCESS DRIVE STONE TO BE ACQUIRED FROM N.Y.S.D.O.T. APPROVED QUARRY. ALL DISTURBED AREAS NOT RECEIVING STONE SHALL RECEIVE 4" OF TOPSOIL AND BE SEEDED AS DIRECTED BY CELLULAR NETWORK REPRESENTATIVE. SLOPE STABILIZATION TECHNIQUES SUCH AS SURFACE ROUGHENING (SEE NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL) SHALL BE UTILIZED ON ALL SLOPES GREATER THAN 3:1.

D.A.W.

ER

FENCE DETAIL

4'-0"

NYSDEC WETLANDS BUFFER & SEWER

CABLE BRIDGE / H-FRAME DETAIL

PAINTED YELLOW

1 01/02/2025 AJK

I NE

3 CA501

1'-0" DIA

4 CA501

ISSUED PRELIMINARY FOR REVIEW

PR

0 9 6 1 84 OF E AL S S I ON

DRAWN BY

NG

6" MIN

WEED BARRIER SHALL BE TYPAR LANDSCAPE FABRIC OR ENGINEER APPROVED EQUAL

SCALE

NTS

0 11/06/2024 AJK

E

3/4" CRUSHED STONE CONFORMING WITH NYSDOT STANDARD SPECIFICATIONS SECTION 703-AGGREGATE, SUB-SECTION 703-02-COURSE AGGREGATE, TABLE 703-4 NO. 2 STONE

4500 PSI CONCRETE

1 CA501

COMMENTS

A

SCALE

1/2" = 1'-0" (22x34 SIZE) 1/4" = 1'-0" (11x17 SIZE)

DATE

C

3" MIN.

NO.

ST

2 CA501

SLOTTED MUSHROOM CAP

4'-0"

1'-0" DIA

4500 PSI CONCRETE

4.0'

GRADE

MI

1'-6"

1/2" CROWN

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

A.J.K.

4'-0"

6" N.Y.S.D.O.T. PAY ITEM NO. 304.12, MATERIAL DESIGNATION 733.0402 SUBBASE COURSE TYPE 2, COMPACTED WITH A 12 TON SMOOTH DRUM VIBRATORY ROLLER

4500 PSI CONCRETE

12" N.Y.S.D.O.T. PAY ITEM NO. 623.12 SIZE DESIGNATION #4 CRUSHED STONE (12" MINIMUM WITH 2-6" COMPACTED LIFTS COMPACTED WITH A 12 TON SMOOTH DRUM VIBRATORY ROLLER). THE CELLULAR CONSTRUCTION MANAGER MAY SPECIFY ADDITIONAL STONE BASE AS FIELD CONDITIONS WARRANT.

COMPACTED 3/4" CRUSHED STONE EARTH WORK SUBGRADE COMPACTION & SELECT GRANULAR FILL

COMPACTED SUBGRADE

2. 2'-0" DIA. 3. 5 CA501

BOLLARD DETAIL SCALE

3/4" = 1'-0" (22x34 SIZE) 3/8" = 1'-0" (11x17 SIZE)

GEOTEXTILE FABRIC MIRAFI 500X OR APPROVED EQUAL PROOF-ROLL ROADWAY SUBGRADE AREAS USING A 12 TON SMOOTH DRUM VIBRATORY ROLLER. AREAS THAT SHOW PUMPING OR WHICH ARE OTHERWISE UNSATISFACTORY SHALL BE UNDERCUT AND REPLACED WITH COMPACTED FILL, OR STABILIZED IN PLACE. SUBGRADE AREAS THAT CANNOT BE STABILIZED OR RESULT IN REMOVAL OF ALL ORGANICS UTILIZING A MAXIMUM OF 1.0' OF UNDERCUT SHOULD BE REPORTED TO THE CONSTRUCTION MANAGER. CONSTRUCTION MANAGER SHALL RECOMMEND THE APPROPRIATE BRIDGING TECHNIQUE THAT MAY INCLUDE UTILIZATION OF STONE FILLING, ADDITIONAL FABRIC AND/OR GEOGRID MATERIALS.

CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRUBBING THE CONSTRUCTION SITE AND ROADWAY AREAS. THE CONTRACTOR SHALL COMPLY WITH THE RECOMMENDATIONS CONTAINED WITHIN THE GEOTECHNICAL REPORT, AS PREPARED FOR THIS SITE, WHEN NECESSARY, FOR SITE WORK PREPARATION, & FOUNDATION WORK. AS A MINIMUM THE TOP 3" OF GRADE SHALL BE REMOVED, THE EXPOSED SUBGRADE COMPACTED AND GEOTEXTILE FABRIC INSTALLED AS REQUIRED FOR UNSTABLE SOIL CONDITION.

SITE INFORMATION

WEBSTER NORTH PROJECT ID

17065749 MDG LOCATION ID: 5000928317

TOWN OF WEBSTER COUNTY OF MONROE STATE OF NEW YORK SHEET TITLE

SITE DETAILS

ALL SELECT GRANULAR FILL SHALL BE COMPACTED TO A 95% COMPACTION AT A MAXIMUM DRY DENSITY AS DETERMINED BY MODIFIED PROCTOR TEST (ASTM D-1557) AND WITHIN PLUS OR MINUS 3% OF OPTIMUM MOISTURE CONTENT. C.E. JOB NUMBER

SHEET NUMBER

9159

CA501

CONTRACTOR TO ASSURE THAT EXISTING DRAINAGE PATTERNS ARE MAINTAINED. 6 CA501

GRAVEL DRIVE CROSS SECTION SCALE

1" = 2' (22x34 SIZE) 1" = 4' (11x17 SIZE)

1275 JOHN STREET, SUITE #100 WEST HENRIETTA, NEW YORK 14586

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

Civil Engineering

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

Land Surveying

TM

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

SECTION VIEW

Landscape Architecture

Costich Engineering

NO.

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

PUMP CONTAMINATED WATER INTO CONCRETE WASHOUT

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

DATE

COMMENTS

0 11/06/2024 AJK

ISSUED PRELIMINARY FOR REVIEW

1 01/02/2025 AJK

NYSDEC WETLANDS BUFFER & SEWER

2 05/29/2025 RPS

ISSUED FINAL

TM

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

48" MIN. FENCE POST (SPACING 10'-0" CENTER TO CENTER MAX.)

EXCAVATE TRENCH 6" WIDE X 6" DEEP. BURY BOTTOM 12" OF FABRIC AND TAMP IN PLACE. WHEN FENCE IS NO LONGER NEEDED, THE ACCUMULATED SILT, ALL THE POSTS AND FABRIC SHALL BE REMOVED AND TRENCH BACK FILLED WITH TOPSOIL AND SEEDED. 1 CA502

SILT FENCE DETAIL SCALE

NTS

2 CA502

CONCRETE WASHOUT DETAIL SCALE

NTS

A

C

ER

D.A.W.

I NE PR

NG

0 9 6 1 84 OF E AL S S I ON

DRAWN BY

E

4. 5. 6. 7. 8.

C

HA

K OR I E

CONTRACTOR SHALL CONSTRUCT SILT FENCE IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.

UNDER NO CIRCUMSTANCES MAY WASH WATER FROM THESE VEHICLES BE ALLOWED TO ENTER ANY SURFACE WATERS. CONCRETE WASHOUT SHALL BE UNDERLAYED WITH 4 MIL. THICK PLASTIC BUFFER. MAKE SURE THAT PROPER SIGNAGE IS PROVIDED TO DRIVERS SO THAT THEY ARE AWARE OF THE PRESENCE OF WASHOUT FACILITIES. WASHOUT FACILITIES SHOULD NOT BE PLACED WITHIN 50 FEET OF STORM DRAINS, OPEN DITCHES OR SURFACE WATERS. INSTALL ON FLAT GRADE NOT TO EXCEED 2%. CONCRETE WASHOUT MAY BE STACKED IN A PYRAMIDAL CONFIGURATION FOR ADDED HEIGHT AND STABILITY. CONCRETE WASHOUT MAY BE DIRECT SEEDED AT THE TIME OF INSTALLATION. THEY SHOULD BE IN A CONVENIENT LOCATION FOR THE TRUCKS, PREFERABLY NEAR THE PLACE WHERE THE CONCRETE IS BEING POURED. CONCRETE WASHOUT NOT TO BE LESS THAN 6' IN DIAMETER.

ED

1. 2. 3.

TE EL O R I T Y

NS

SILT FENCE SHALL BE MAINTAINED IN PLACE DURING CONSTRUCTION AND SOIL STABILIZATION PERIOD.

PROJECT MANAGER

OF NEW

L I CE

PLAN VIEW NOTES

FOR ANY PROJECT ON WHICH CONCRETE WILL BE POURED OR OTHERWISE FORMED ON SITE, A SUITABLE WASHOUT FACILITY MUST BE PROVIDED FOR THE CLEANING OF CHUTES, MIXERS, AND HOPPERS OF THE DELIVERY VEHICLES UNLESS SUCH A FACILITY WILL BE USED AT THE SOURCE OF THE CONCRETE.

H

NOTES:

EXCAVATED TRENCH

TAMPED BACKFILL

ST

MI

NATIVE SOIL

4'-0"

SILT

GRADE

2'-0" MIN

FILTER FABRIC AMOCO CONSTRUCTION FABRIC STYLE 1380 OR ENGINEER APPROVED EQUAL

A.J.K.

SITE INFORMATION

WEBSTER NORTH PROJECT ID

17065749 MDG LOCATION ID: 5000928317

TOWN OF WEBSTER COUNTY OF MONROE STATE OF NEW YORK SHEET TITLE

GRADING & EROSION CONTROL DETAILS C.E. JOB NUMBER

SHEET NUMBER

9159

CA502

End of document