0 Parked RD Lot B RFP.pdf

REQUEST FOR PROPOSALS

INSTALLATION OF A SINGLE-FAMILY MODULAR

HOME AT PARKER ROAD (PARCEL B) IN THE

VILLAGE OF MT. MORRIS, NY

August 2026

RESPONSES DUE:

September 18, 2026 at 10:00am

1. PROJECT OVERVIEW

The Livingston County Land Bank Corporation (“Land Bank”) requests proposals from qualified modular home builders/installers to furnish and install a new single-family modular home on a vacant lot on Parker Road in the Village of Mt. Morris, NY 14510. No street address has been assigned; the site is referred to on the Contract Drawings as “0 Parker Road.” The site is a portion of Tax Map ID 106.17-1-2.1 (total area 2.343 acres) to be subdivided in August 2026 as Parcel B (approximately 1.290 acres), per the Map of a Survey prepared by Grover & Bates Associates. The Land Bank owns the property; it will be conveyed as a fully subdivided, buildable lot before construction begins.

The awarded Contractor will coordinate all project activities with the Land Bank and with LiRo Engineers, Inc., (the Engineer/Consultant) overseeing construction on the Land Bank’s behalf.

2. SCOPE OF WORK

This RFP is intended to identify the best qualified modular home installer to provide the following services related to this project:

• Develop architectural plans for the Land Bank’s review and suitable for obtaining a building permit for the proposed residential structure. The architectural plans shall conform to the design specifications prepared by LiRo Engineers. Said specifications are included in the RFP documents.

• Comply with all federal, state, county, city, town and other applicable laws, ordinances, rules, and regulations and all orders and rules of any duly constituted authorities affecting the property or bearing on the performance of the work.

• Obtain, at Contractor’s sole cost and expense, all permits, authorizations, approvals, and licenses necessary for the planning, performance, and completion of the work in accordance with the requirements of the respective municipal agencies and other authorities having jurisdiction over the project.

• Provide the Land Bank with at least forty-eight (48) hours’ notice prior to commencing the work at the property.

• Contact Dig Safely NY at least forty-eight (48) hours prior to beginning any excavation at the property and not proceed with any excavation until Dig Safely NY has completed their work and appropriately marked all utilities.

• Confirm all utilities are connected and/or protected as necessary to perform the work before commencing any work at the project site.

• Arrange for proper utility (electric, water, sewer, and propane if proposed) connections for the project.

• No equipment or dumpsters shall be placed on any roadway.

• Follow all requirements of the Contract Documents and provided Specifications and

Contract Drawings, including all addenda as applicable.

• Exercise caution so as to not damage any public roadway. If a public roadway is damaged, the Contractor must repair or replace the damaged portion in a timely manner and prior to the project’s Completion Date.

• Observe the Rochester Gas & Electric easements shown on the survey. No permanent structures, material storage, or equipment staging shall be placed within an easement area without the written consent of the utility. Easement #1 which is the pole line running east-west on the map states "the right, privilege and authority to cut or trim trees to the extent necessary to keep them clear of the said line by at least 20 feet". Easement #2 which is the pole line running northeast-southwest on the map states "the right, privilege and authority to cut or trim trees to the extent necessary to keep them clear of the said line by at least 15 feet"

• Completely remove all construction waste materials and debris from the property. The Contractor will arrange for transportation of the construction materials and debris to lawful disposal, storage, or recycling locations, as necessary.

• Remove all trash, scrap and debris from the entire property. Cleanup of the property will be performed on a daily basis, including any materials intruding into any public right-of-way.

• Clean the entire interior of the new residential structure to make ready for immediate move-in. Cleaning will include the removal of all debris, dust, scuff marks, streaks on glass, etc.

• Obtain, at Contractor’s sole cost and expense, a certificate of occupancy (C of O) upon completion of the work in accordance with the requirements of the respective municipal agencies and other authorities having jurisdiction over the project.

• Comply with all setback requirements and limits of disturbance on the property as identified in the site plan.

Site Work

The new modular home unit (“the unit”) is to be located on the site per the site plan included in the RFP documents. The awarded Contractor shall grade the site as needed and shown on the grading plan. The contractor is responsible for providing a stable base for the unit’s foundation rigging and moving the unit on to the site. When all site work is complete, including adding any additional clean fill or topsoil needed around the unit, the Contractor shall finish grade, repair any ruts or other damage to the site, rake, and seed until turf is established. Contractor shall grade the soil around the unit’s foundation with positive pitch so that water drains away from basement/foundation. Contractor shall also be required to install underdrain around the inside of the foundation and connect it to a sump pump crock accessed through the unit’s concrete slab basement floor.

Foundation

After site preparation has been completed, the awarded Contractor shall then construct a new twelve (12) course concrete block basement or precast concrete panel system of similar height, and foundation plan that meets the specifications acceptable to code using the drawings/specifications with Engineer stamped prints provided by the Contractor submitted to building inspector. The Contractor shall set the new unit on the new foundation per code and the manufacturer’s specifications on concrete block, as well as install tie down straps according to code with anchors and sill.

Driveway and Apron

A Driveway shall be installed per the provided plan and detail, which includes using all stone subbase materials, and a new asphalt apron within the Parker Road right-of-way.

Sidewalk

The awarded Contractor shall install concrete sidewalks from each dwelling entrance and stairs to the new driveway as shown on the plans provided.

Tree Removal and Site Clearing

The Contractor shall clear and remove trees and vegetation within the limits per the tree removal plan, including stump removal, and shall lawfully dispose of or recycle all cleared material off site. Trees outside the designated removal limits shall be protected. No clearing shall occur prior to receipt of the Land Bank’s written Notice to Proceed.

Utilities

The awarded Contractor is responsible for connecting and coordinating the connection of all new utilities to the new structure.

Water & Sanitary Sewer The Contractor shall be expected to contact the Village of Mount Morris to coordinate connection of the new structure to the existing water main and sanitary sewer located in the public right-of-way per code and municipal requirements. The Contractor shall install sump pump discharging to the exterior of the building.

Electric The Contractor must install a complete new 200-amp service in the unit, which shall include a meter cabinet, service wire, weather head and insulated anchor. The panel shall be 200-amp panel with a minimum of forty (40) positions mounted on plywood back board in the basement.

A new grounding system shall be installed per code. Wiring shall conform to state and NEC codes. All wiring shall be inspected by a licensed electrical inspector and copy of the certificate of compliance must be supplied to the Land Bank. The Contractor shall also install electric circuits to the electric panel, including sump pump.

Telephone/Cable The Contractor shall have all applicable service providers connect services to the new structure and pay any associated fees.

Fuel Source – Propane

Natural gas is not available at the project site. The Contractor shall install a buried propane tank for a fuel source.

3. HOME SPECIFICATIONS

The modular home will be built and finished with updated or current market style interior design and exterior finishes. The Contractor shall present the floorplan and finishes that are proposed in order to have a sense of the likely outcome upon construction completion. The Land Bank reserves the right to perform interviews with shortlisted contractors and/or suppliers prior to final selection.

The modular home unit proposed shall meet at least the following basic minimum requirements:

Interior

• The unit shall be a single-story, multi-section modular ranch, approximately 28’ x 58’ (approximately 1,595 square feet).

• The unit shall have three (3) bedrooms and two (2) bathrooms.

• Primary suite with private bathroom, ideally with a walk-in shower, and a walk-in closet.

• 2nd bathroom to have a tub / shower combo.

• Open-concept eat-in kitchen with an island or peninsula, open to the dining area and living room.

• Walk-in butler’s pantry off the kitchen.

• Solid stone surface counters in the kitchen.

• Cabinets with 42” staggered and bumped wall cabinets.

• Full ceramic tile backsplash.

• First floor laundry in a dedicated utility/mud room adjacent to the side entry.

• The architectural plans should specifically provide for a covered main entrance to the structure and a side entrance facing the proposed garage location.

• The flooring installed throughout the unit shall include typical linoleum or equal. The bedrooms shall be padded carpeting with termination strips at doorways. The Land Bank shall have the choice of termination strips, flooring color and type if cost does not change. Linoleum shall be installed at both entrance doors, with appropriate termination strips installed on the edge.

• The Land Bank shall have its choice of interior color schemes

Exterior Finishes

• The Land Bank shall have its choice of exterior color schemes including roofing shingles, siding, windows, fascia, soffit and lineals, and window frame colors.

• The unit shall have 2 x 6 exterior walls with R-21 insulation.

• The unit shall have 2 x 4 interior walls with, at a minimum, R-38 insulation above the ceilings.

• The unit shall be Energy Star rated and certified. The Contractor shall provide a copy of the certification with its proposal for the designed unit along with the required sticker that needs to be affixed to the unit per required codes.

• Roofing shall be, at a minimum, twenty-five (25) year architectural grade shingles with ice and water barrier on the eaves. Continuous white aluminum K type gutters with downspouts are to be installed. The downspouts must be directed away from the foundation and terminate on splash blocks. The unit shall include gable end overhangs, roof ridge vent and soffit vents.

• The front porch (approximately 6’ x 6’) and side stoop (approximately 5’ x 5’) shall be covered with appropriately sized gable roof systems.

• Front and side entrance doors shall be in-swing with deadbolts (all locksets and deadbolts are to be keyed alike), 36” wide. Front and rear doors shall have concrete landings with 4’ wide stairs, and railings. The awarded Contractor is to ensure that installation complies with building codes.

• Side storm door shall be self-storing glass and screen. The doors must have a solid paneled bottom that the glass or screen is lowered into for storage or must have some other similar type of self-storing capability.

• All windows shall be vinyl units with welded sashes and frames. All windows shall be Energy Star rated. All windows shall have screens.

• Add Alternate 3: Bilco door or equal for the basement egress.

• Add Alternate 1: 24’ x 24’ detached garage with two-car garage door and opener system, located and constructed as shown on the drawings.

HVAC & Appliances

• Complete forced air heating and cooling system shall be Energy Star Compliant, appropriately sized for the square footage of the home.

• Heating system shall be a high-efficiency propane-fired unit, and shall meet Energy Star rating requirements.

• For the A/C equipment, the Contractor shall install an external compressor on a synthetic pad next to the new home. All lines from the home to the compressor unit must be adequately protected from damage. A disconnect for the compressor must be installed outside the home by the compressor unit in a weatherproof box. All wiring must be in compliance with applicable codes.

• All water fixtures shall be low consumption and have shutoff valves installed (toilet, sinks, tub/showers, laundry, and water heater). A whole house shutoff valve must be installed in an easily accessible location. The Contractor shall also install one (1) exterior frost-free hose valve. At a minimum, the unit shall have a forty (40) gallon high efficiency hot water heater.

• Exterior GFCI receptacles (two) with in-use type covers are to be installed and located by each door exterior.

• High efficiency LED bulbs shall be supplied for all light fixtures.

• Each bedroom shall have AC/DC smoke detectors installed. Combination smoke/carbon monoxide detectors are to be installed throughout the rest of the unit, including within fifteen (15) feet of all bedrooms.

• Add Alternate 2: Energy Star Compliant Appliances including refrigerator, kitchen stove, dishwasher, clothes washer, and clothes dryer.

Upon completion of all work, the unit shall be inspected by the local Code Enforcement Officer for the issuance of a Certificate of Occupancy. The Contractor shall provide copies of the Certificate of Occupancy to the Land Bank and shall also provide all warranties, instruction manuals, etc. that are pertinent to the unit’s installation.

4. CONTRACT

Contractors must be aware that any contract resulting from this RFP is subject to prior approval by the Land Bank’s Board of Directors.

5. QUESTIONS AND SITE VISITS

Questions regarding this RFP and required services are to be sent to Nate Cole, Principal Community Development Specialist at the Land Bank, at natecole@livingstoncountyny.gov, no later than September 14, 2026 at 10:00am. Only written Requests for Information (RFIs) shall be accepted and answered. The questions received and all answers shall be sent to all registered RFP holders in the form of an addendum no later than September 16, 2026 at 4:00pm. All addenda issued shall become part of the RFP documents.

All Contractors shall register in writing with Nate Cole, Principal Community Development Specialist at the Land Bank, at natecole@livingstoncountyny.gov. This will ensure receipt of any issued addenda.

Site visits will be scheduled for September 11, 2026, Contact Nate Cole, Principal Community Development Specialist at the Land Bank, at natecole@livingstoncountyny.gov to confirm attendance and time.

6. PROPOSAL REQUIREMENTS

Contractors shall submit one (1) original hard copy and one (1) electronic copy via USB Drive of its full RFP response in the envelope and format required below.

Proposals shall be sent to:

Livingston County Land Bank Corporation ATTN: Megan Crowe, Executive Director Livingston County Government Center 6 Court Street, Room 305 Geneseo, New York 14454

All proposal envelopes shall be clearly marked with the following: “RFP for Installation of a Modular Home at 0 Parker Road, Mount Morris, NY.”

The delivered sealed packet shall contain the following:

• Architectural design proposal for the installation of a modular home unit meeting at least the minimum modular home requirements as outlined in this RFP.

• Completed and signed Price Proposal Form (attached), with a detailed cost breakdown.

• Proposed floor plan, elevations, and interior/exterior finish options for the unit.

• Project schedule with proposed start and completion dates.

• Company background, key personnel, and three (3) references for similar projects completed in the last five (5) years.

mailto:natecole@livingstoncountyny.gov mailto:natecole@livingstoncountyny.gov mailto:natecole@livingstoncountyny.gov

• Proof of licensing for the Contractor and all subcontractors, and a list of proposed subcontractors.

• Proof of insurance meeting the requirements set forth in Appendix C.

• Signed Appendices A-F (attached).

Proposals will be received by the Land Bank until September 18, 2026 at 10:00am. All submitted proposals must have an original signature and date.

The official time for the receipt of proposals will be the time shown on the time stamp located in the Land Bank area, Room 305 on the third floor, Livingston County Government Center, 6 Court Street, Geneseo, New York 14454.

It is the sole responsibility of responding Contractors to ensure proposals are received in a timely fashion. The Land Bank will not accept proposals via email or fax.

Security procedures are in effect at the Livingston County Government Center. Contractors who intend to hand deliver proposals and/or conduct business with the Land Bank should allow sufficient time for any delay which may arise as a result of security procedures. Contractors assume the risk of any delay in the mail or in the handling of the mail by County employees.

Whether a proposal submission is sent by mail or by means of personal delivery, Contractors assume responsibility for having their proposals deposited on time at the place specified. To be considered “delivered on time” a submission must be received by the Land Bank by the appointed day and time. All proposals received after the day and time stated will not be considered and will be returned unopened to the Contractor.

7. SELECTION AND AWARD

Consistent with the Land Bank’s Procurement of Goods and Services Policy, this contract will be awarded to the most responsible and qualified bidder meeting the specifications of this RFP. In assessing responsibility and qualification, the Land Bank will consider experience with similar projects, references, financial and development capacity, proposed schedule, previous experience with public funds and/or Land Banks, and completeness of the proposal.

The Land Bank reserves the right to reject any or all proposals, negotiate with the selected contractor, waive any informality, and cancel this RFP. Any resulting contract is subject to approval by the Land Bank’s Board of Directors.

8. INTERVIEWS

The Land Bank may conduct interviews with responding Contractors on a date and at a location in Livingston County to be decided by the Land Bank. Should interviews be conducted, responding Contractors will be notified and a schedule of presentation times provided.

Contractors are asked to provide in their proposal the dates and times of their availability to participate in such interview. This will permit further evaluation and allow the evaluation committee to inquire further into the experience Contractors have had on similar engagements, their willingness and ability to work closely with Land Bank staff and others, their understanding of the various aspects of the service requirements, their ability to maintain a schedule and complete the services on time, and other matters deemed pertinent.

9. ALTERNATE PROPOSALS

The Land Bank reserves the right to consider alternatives submitted by Contractors that provide enhancements beyond the RFP requirements. Proposal alternatives may be considered if deemed to be in the best interest of the Land Bank. Contractors shall clearly identify and explain in detail where such alternatives deviate from or qualify the terms of the proposal and specifications as issued.

10. INSURANCE

The successful Contractor shall, at its own expense, always maintain in effect during the performance of services under the awarded contract, at least the insurance coverage specified in Appendix C.

11. DISQUALIFICATIONS

The Land Bank reserves the right to refuse to issue an award to a Contractor that fails to comply with any pre-qualification regulations of the Land Bank, if any such regulations or requirements are cited, or otherwise included in this RFP.

A proposal may be rejected if the Contractor cannot show it has the necessary ability, resources, and qualified employees to commence the work at the time prescribed and thereafter to perform and complete the work at the rate or within the time specified. A proposal may be rejected if the Contractor is already obligated for the performance of other work that would delay the commencement, performance, or completion of the work described in this RFP.

12. SUSPENSION AND DEBARMENT

By submitting a proposal in response to this RFP, each Contractor warrants that neither it nor any of its officers, employees, subcontractors, or agents is excluded or in any other manner barred from doing business with any federal, state, or local agency, municipality, or department.

Any misrepresentation or false statement related to a Contractor’s status in this regard will result in rejection of such Contractor’s submission.

In addition, if the successful Contractor or any of its officers, employees, subcontractors, or agents become excluded or barred in any manner from doing business with any federal, state, or local agency, municipality, or department, during the period in which services are provided pursuant to this RFP, the successful Contractor agrees to immediately notify the Land Bank Board of Directors of such status. Any misrepresentation or false statement related to the successful Contractor’s status in this regard, or any failure by the successful Contractor to immediately notify the Land Bank Board of Directors of any change in such status, shall result in immediate termination of the Land Bank’s business relationship with the successful Contractor in addition to such other remedies as may be provided by law, in equity, pursuant to the terms and conditions of this RFP document, or the conditions of the contract, if any, resulting from this

RFP.

13. IMPLIED REQUIREMENTS

Products and services which are not specifically requested in this RFP, but which are necessary to provide a complete program/project as described herein, shall be included in the submitted proposal.

14. GENERAL REQUIREMENTS

According to State Finance Law §§139-j and 139-k, this advertisement for bids imposes certain restrictions on communications between respondents and the Land Bank during the solicitation process. Bidders are prohibited from making contacts (whether oral, written, or electronic) with any Land Bank personnel or Land Bank Board member other than the designated Land Bank staff member (unless the contact is otherwise permitted under State Finance Law §139-j(3)(a)).

In addition, respondents are hereby notified that any contact with any Land Bank personnel, Land Bank Board member, or the designated Land Bank staff member which a reasonable person would infer is intended to influence the award of the contract under this advertisement for bids is prohibited. These prohibitions apply from the respondent’s earliest notice of the Land Bank’s intent to solicit bids through the final award and approval of the contract (“Restricted Period”). For this advertisement for bids, the designated Land Bank staff member is Nathan Cole at NateCole@livingstoncountyny.gov.

Respondent’s Affirmation of Understanding of and Agreement Pursuant to State Finance Law §139-j(3) and

§139-j(6)(b)

The Land Bank is required to obtain written affirmations from all respondent bidders as to the bidder’s understanding of, and agreement to comply with the Land Bank’s procedures relating to permissible contacts (described in paragraph 1 above). The affirmation must be provided to the Land Bank when the respondent submits its qualification statement. The form of affirmation to be completed and submitted by the respondent bidder is included herein as Exhibit B – Affirmation of Understanding Agreement.

Respondent’s Certification of Compliance with State Finance Law §139-k(5)

State Finance Law §139-k(5) requires respondents to provide written certification that all information provided to the Land Bank with respect to State Finance Law §139-k is complete, true, and accurate. The certification must be provided to the Land Bank when the respondent submits its qualification statement. The form of certification to be completed and submitted by the respondent is included herein as Exhibit C – Offeror/Bidder Certification.

Respondent Disclosure of Prior Non-Responsibility Determinations

State Finance Law §139-k(2) obligates the Land Bank to obtain specific information regarding prior non-responsibility determinations with respect to State Finance Law §139-j. In accordance with State Finance Law §139-k, each respondent must disclose whether there has been a finding of non-responsibility made within the previous four (4) years by any Governmental Entity due to: (a) a violation of State Finance Law §139-j or (b) the intentional provision of false or incomplete information to a Governmental Entity. State Finance Law §139-j sets forth detailed requirements about the restrictions on contacts during the procurement process. A violation of

State Finance Law §139-j includes, but is not limited to, an impermissible contact during the Restricted Period (for example, contacting a person or entity other than the designated contact person, when such contact does not fall within one of the exemptions).

As part of its responsibility determination, State Finance Law §139-k(3) mandates consideration of whether a respondent fails to timely disclose accurate or complete information regarding the above non-responsibility determination. In accordance with the law, no procurement contract shall be awarded to any respondent that fails to timely disclose accurate or complete information under this section, unless a finding is made that the award of the procurement contract to the respondent is necessary to protect public property or public health and safety, and that the respondent is the only source capable of supplying the required article of procurement within the necessary timeframe. Exhibit D – Offeror Disclosure of Prior Non- Responsibility must be completed by the respondent and submitted to Land Bank at the time of respondent’s submission of its qualification statement.

New York State Finance Law §139-k (5) provides that every procurement contract award subject to the provisions of State Finance Law §§139-k and 139-j shall contain a provision authorizing termination of the contract in the event that the certification provided by the respondent that is awarded the contract is found to be intentionally false or intentionally incomplete. Such provision shall be included in the contract that is awarded (if one is awarded) pursuant to this Advertisement for Bids.

Public Domain

Respondents are advised that New York law provides that, upon the award of a contract subsequent to an invitation to bid, the contents of all proposals received pursuant to said request may be placed in the public domain and become public records subject to examination by any interested parties pursuant to the New York State Freedom of Information Law (FOIL). All trade secrets and proprietary information, recognized by the Land Bank as such, may be protected from public disclosure if respondents clearly identify, in writing, those part or parts of their proposals, which they claim to be proprietary information, trade secrets or other commercial information, or non-individual financial information that may be protected under FOIL.

Proposals in total will not be considered proprietary. After the recommendation is made to the Land Bank Board and a contract is awarded, all proposals are considered public documents, except those items specifically identified as proprietary. All materials submitted by a respondent in response to this invitation to bid will become the property of the Land Bank.

15. OTHER

All instructions, terms, and conditions contained in the specifications and the Price Proposal Form must be met in order to qualify for consideration of award. Any proposal which does not meet those conditions will be deemed non-responsive and rejected.

Omissions, deletions, and/or deviations from the specifications will not be allowed. Contractors must describe their plans and approaches in sufficient detail to permit the Land Bank to evaluate the proposal fairly and with minimum misinterpretation.

Submission of any proposal indicates acceptance of the conditions contained in this RFP document.

The Land Bank hereby reserves the absolute right to reject any and all proposals received hereunder without prejudice to itself.

PRICE PROPOSAL FORM

Modular Home Installation – Parker Road (Parcel B), Mt. Morris, NY

The undersigned, having examined the RFP, the Contract Drawings, and the site, proposes to furnish all labor, materials, equipment, permits, fees, and taxes necessary to complete the work for the prices stated below.

Base Bid (excluding add alternates): $________________

Add Alternate 1 – 24’ x 24’ Detached Garage $________________

Add Alternate 2 – Energy Star Appliances $________________

Add Alternate 3 – Bilco Door $________________

The Land Bank may accept or reject any add alternate.

Attach an itemized quote supporting the Base Bid, in the Contractor’s standard format, showing the cost of the major components of the work (such as site clearing, site work, foundation, the modular unit, set and delivery, utility connections, driveway and sidewalks, and permits and fees). If the itemized quote and the Base Bid above differ, the Base Bid governs.

Proposed start date: ______________ Proposed completion date: __________________

Addenda received and acknowledged (list numbers): ______________________________

COMPANY ADDRESS

SIGNATURE NAME / TITLE

DATE TELEPHONE / E-MAIL

ATTACHMENTS

The following are incorporated into and made part of this RFP:

• Contract Drawings – “Proposed New Building at 0 Parker Road, Lot #/T.A. # 106.17-1- 2.1, Mt. Morris, NY 14510,” prepared by LiRo Engineers, Inc., 85 Allen Street, Rochester, NY 14608:

G-001 – General Notes G-002 – Site Survey C-101 – Tree Removal Plan C-102 – Proposed Site Plan with Utilities C-103 – Proposed Grading and Landscape Plan C-501 – Miscellaneous Details, Sheet 1 of 2 C-502 – Miscellaneous Details, Sheet 2 of 2

• Subdivision Survey – Map of a Survey of Lands of Frank J. & Samuel J. Cipriano III, Town & Village of Mt. Morris, prepared by Grover & Bates Associates, Drawing No. 26- W14, dated February 10, 2026, showing Parcel A (1.053 acres) and Parcel B (1.290 acres).

• Appendices A - F

BID DOCUMENTS

AUGUST 2026

INDEX OF DRAWINGS

FIGURE No: TITLE

G-001 GENERAL NOTES

G-002 SITE SURVEY

C-101 TREE REMOVAL PLAN

C-102 PROPOSED SITE PLAN WITH UTILITIES

C-103 PROPOSED GRADING AND LANDSCAPE PLAN

C-501 MISCELLANEOUS DETAILS SHEET 1 OF 2

C-502 MISCELLANEOUS DETAILS SHEET 2 OF 2

GENERAL LOCATION PLAN

PROJECT LOCATION PLAN

0 PARKER ROAD

MT. MORRIS, NY 14510

LiRo Engineers, Inc.

85 Allen Street

Rochester, New York

PROPOSED NEW BUILDING AT

0 PARKER STREET, MT. MORRIS, NY 14510

GENERAL NOTES

LIVINGSTON COUNTY

LAND BANK CORPORATION

G-001

GENERAL NOTES:

5.

LOT SETBACKS:

S

DY

H

WV

S

WS

S

N

PE

R

M A

P R

EF

4 72

2 72

7 716 715

71371

725725

72472

722723 724725

726727

723724725

5/8"

REBAR

1/2" PIN

RIM=710.55

8" PVC

705.15

705.25

8" PVC

5/8" REBAR

1" PIPE

RIM=726.28

CL INV=718.63

5/8" REBAR

RIM=690.67

685.02

685.00

8" PVC

685.77

4" PVC

1 STORY

FRAME

MIXED SIZE MOSTLY DECIDUOUS WOODS

10"-18" TREES

INTERSECTION

AHEAD 15 MPH

SPEED LIMIT

DEL.

DEL.

DEL.

DEL.PARKER ROAD

STOP

INV = 697.02

36" CMP

RGE 2026

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

INV = 704.42

24" CMP

RGE 2025

RGE 2024

INV = 705.62

INV = 691.98

SHED

N/F

MICHAEL LAMPHRON

T.A.# 106.17-1-2.2

53 PARKER RD

LIBER 1297 PAGE 1470

N/F

SAMUEL CIPRIANO JR

T.A.# 106.17-1-3.4

PARKER RD

LIBER 490 PAGE 80

N/F

STATE OF NEW YORK

T.A.# 106.17-1-3.1

29 FIDDLER RD

LIBER 726 PAGE 157

N/F

FRANK J. CIPRIANO

T.A.# 106.17-1-2.1

PARKER RD

LIBER 1012 PAGE 336

10"-18" TREES

O H

O H

O H

O H

O H

O H

EASEMENT TO

ROCHESTER GAS &

ELECTRIC CORP. PER

MAP REFERENCE NO. 1

EASEMENT TO

ROCHESTER GAS &

ELECTRIC CORP. PER

MAP REFERENCE NO. 1

PA

RK

ER RO

A

D

(49.5' PER REF. N

O

. 1)

(35' W

ID

E PER TA

X

M A

P)

S80° 24' 50"E

212.41'

∆=59°54'00" R=152.42' L=159.35'

CHD=S50°27'50"E

152.19'

S20° 30' 48"E

171.01' 366.05'

S75° 20' 30"W

386.42'

N 04° 50' 29"W

6' WOOD

FENCE

AREA = 2.343 ACRES

0.0'

0.2'

0.5'

0.3'

0.0'

0.0'

0.2'

0.

2'

DITCH

0.0'

0.0'

PARALLEL

FUTURE PROPOSED

PARCEL PROPERTY LINE

236.30'

129.75'

132.00'

80.41'

PARCEL A

FOR FUTURE

DEVELOPMENT

PARCEL B

CURRENT LOT

CONSIDERED FOR

DEVELOPMENT

STREAM

APPROXIMATE LIMITS

OF DISTURBANCE

x 420.4

FLOOD NOTE:

By graphic plotting only, this property is in Zone C, of the Flood Insurance Rate Map, Community Panel No. 360969 0001C, which bears an effective date of August 1, 1978, No field surveying was preformed 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.

LINE LEGEND

SECTION/PARCEL BOUNDARY

MIN. BUILDING SETBACK

CENTER LINE

EXIST. EASEMENT LINE

EXIST. RIGHT-OF-WAY LINE

EXIST. EDGE OF PAVEMENT

EXISTING WATER MAIN, VALVE, & HYDRANT.

EXISTING SANITARY SEWER, & MANHOLE.

EXISTING DRAINAGE SEWER, FIELD INLET,

INLET MANHOLE, MANHOLE, & END SECTION.

EXISTING OVERHEAD UTILITIES

EXISTING TELEPHONE

EXISTING UNDERGROUND UTILITIES

EXISTING GAS

EXISTING ELECTRIC

EXISTING GUARD RAIL

TREE,HEDGE,EDGE OF WOODS

EXISTING SWALE

BARBED WIRE,STOCKADE,CHAIN LINKED FENCE

EXISTING CONTOUR

EXISTING SPOT ELEVATION @ X

CONCRETE PAD/ CONCRETE SIDEWALK

STOP

MH

C.O.

EM

GM

GS

GV

SV

SH

WV

WS

WM

T

TR

G

T

SAN

W

T

E

C

E

AC

TP

DRAINAGE MANHOLE

INLET DRAINAGE MANHOLE

CATCH BASIN

END SECTION

END OF PIPE

MANHOLE

SANITARY MANHOLE

CLEAN OUT

GAS VALVE

GAS SERVICE

GAS METER

SPRINKLER VALVE

SPRINKLER HEAD

WATER VALVE

WATER SERVICE

HYDRANT

WATER METER

WELL

BORE

CABLE TV PEDESTAL

SIGNAL POLE

UTILITY POLE

GUY WIRE

PULL BOX

ELECTRIC PULL BOX

TELEPHONE PULL BOX

TRAFFIC PULL BOX

TRANSFORMER

CABLE UTILITY LATH

ELECTRIC UTILITY LATH

TELEPHONE UTILITY LATH

WATER UTILITY LATH

GAS UTILITY LATH

SANITARY UTILITY LATH

AIR CONDITIONING UNIT

BUSH

TREE CONIFEROUS

TREE DECIDUOUS

STOP BAR

HANDICAP

TURNING ARROW

SIGN

SIGN

SIGN

POST

BOLLARD

MAILBOX

UTILITY POLE WITH LIGHT

LIGHT POLE

LAMP POST

PEDESTRIAN POLE

TELEPHONE PEDESTAL

TELEPHONE MANHOLE

ELECTRIC METER

ELECTRIC MANHOLE

SYMBOL LEGEND

MB

1. TOPOGRAPHY SHOWN FROM A FIELD SURVEY BY COSTICH ENGINEERING

ON 6/16/2026 HORIZONTAL DATUM PER MAP REFERENCE NO. 1.

VERTICAL DATA OBTAINED THROUGH NYSDOT CORS NETWORK

REFERENCED TO THE FOLLOWING MONUMENT

SURVEY NOTES

UTILITY INFORMATION PER UFPO DESIGN TICKETS # 06256-001-206-00 &

06256-001-202-00, DATED JUNE 25, 2026

1. FRONTIER TELEPHONE OF ROCHESTER 585-777-8523 NO BURIED TELEPHONE

2. ROCHESTER GAS AND ELECTRIC WEST ELECTRIC 585-470-8031 NO BURIED ELECTRIC

3. ROCHESTER GAS AND ELECTRIC WEST GAS 585-738-3594 NO GAS

4. VILLAGE OF MOUNT MORRIS 585-658-4450 RECORD MAPPING NOT PROVIDED

UTILITY INFORMATION

WARSAW CORS STATION

-LATITUDE: 42-42-03.12644 (N)

-LONGITUDE: 078-07-33.89521 (W)

-ELLIP HEIGHT: 314.439 METERS NAVD 88 (CORS)

C

THIS MAP WAS PREPARED FROM NOTES OF AN INSTRUMENT SURVEY COMPLETED ON

AUGUST 8, 2025 AND FROM THE REFERENCE(S) LISTED HEREON. NO SEARCH OF

RECORDS, OTHER THAN THOSE REFERENCED, WAS MADE FOR EASEMENTS OR

ENCUMBRANCES AFFECTING THIS PARCEL.

By: Date:

CERTIFICATION

W

WV DY

H

OH OH

T T

UG UG

G G

E E

X

S

D

D

S

DY

H

W

E

T

1. AT THE TIME OF SURVEY THERE WAS NO EVIDENCE OF EARTHWORK, BUILDING

CONSTRUCTION OR ADDITIONS.

2. AT THE TIME OF SURVEY THERE WAS NO SIDEWALK CONSTRUCTION OR

EVIDENCE OF STREET WIDENING.

3. AT THE TIME OF SURVEY THERE WAS NO EVIDENCE THAT THE SITE IS OR WAS

USED AS A SOLID WASTE DUMP OR SANITARY LANDFILL.

4. AT THE TIME OF SURVEY THERE WAS NO EVIDENCE OF CEMETERIES OR GRAVE

SITES ON THE SUBJECT PROPERTY.

5. PER N.Y.S.D.E.C. FRESHWATER WETLANDS MAP THERE ARE NO D.E.C. WETLANDS

IN THE PROJECT AREA.

6. PER NATIONAL WETLANDS INVENTORY MAP THERE ARE FEDERAL WETLANDS IN

THE PROJECT AREA.

GENERAL NOTES

1. MAP ENTITLED "MAP OF A SURVEY OF LANDS OF FRANK J. & SAMUEL J. CIPRIANO III",

PREPARED BY GROVER & BATES ASSOCIATES, HAVING DRAWING NO. 26-W14,

DATED FEBRUARY 10, 2026.

REFERENCES

V:

\P riv at e\

-1

-2

- L iv in gs to n C om m un ity

R ev ita liz at io n In iti at iv e\

D es ig n\

Pa rk er

R oa d

- D es ig n\

FI

N

AL

\G -0

.d w g

/2

5/

2:

P M

LiRo Engineers, Inc.

85 Allen Street

Rochester, New York

PROPOSED NEW BUILDING AT

0 PARKER STREET, MT. MORRIS, NY 14510

SITE SURVEY

LIVINGSTON COUNTY

LAND BANK CORPORATION

G-002

Daniel T. Hickok, N.Y.S. L.S., No. 050449

SITE SURVEY

SCALE IN FEET

030 30

H

WV

S

WS

S

N

PE

R

M A

P R

EF

4 72

2 72

7 716 715

71371

725725

72472

722723 724725

726727

723724725

5/8"

REBAR

1/2" PIN

RIM=710.55

8" PVC

705.15

705.25

8" PVC

5/8" REBAR

1" PIPE

RIM=726.28

CL INV=718.63

5/8" REBAR

RIM=690.67

685.02

685.00

8" PVC

685.77

4" PVC

1 STORY

FRAME

MIXED SIZE MOSTLY DECIDUOUS WOODS

10"-18" TREES

INTERSECTION

AHEAD 15 MPH

SPEED LIMIT

DEL.

DEL.

DEL.

DEL.PARKER ROAD

STOP

INV = 697.02

36" CMP

RGE 2026

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

INV = 704.42

24" CMP

RGE 2025

RGE 2024

INV = 705.62

INV = 691.98

SHED

N/F

MICHAEL LAMPHRON

T.A.# 106.17-1-2.2

53 PARKER RD

LIBER 1297 PAGE 1470

N/F

SAMUEL CIPRIANO JR

T.A.# 106.17-1-3.4

PARKER RD

LIBER 490 PAGE 80

N/F

STATE OF NEW YORK

T.A.# 106.17-1-3.1

29 FIDDLER RD

LIBER 726 PAGE 157

N/F

FRANK J. CIPRIANO

T.A.# 106.17-1-2.1

PARKER RD

LIBER 1012 PAGE 336

10"-18" TREES

O H

O H

O H

O H

O H

O H

EASEMENT TO

ROCHESTER GAS &

ELECTRIC CORP. PER

MAP REFERENCE NO. 1

EASEMENT TO

ROCHESTER GAS &

ELECTRIC CORP. PER

MAP REFERENCE NO. 1

PA

RK

ER RO

A

D

(49.5' PER REF. N

O

. 1)

(35' W

ID

E PER TA

X

M A

P)

S80° 24' 50"E

212.41'

∆=59°54'00" R=152.42' L=159.35'

CHD=S50°27'50"E

152.19'

S20° 30' 48"E

171.01' 366.05'

S75° 20' 30"W

386.42'

N 04° 50' 29"W

6' WOOD

FENCE

AREA = 2.343 ACRES

0.0'

0.2'

0.5'

0.3'

0.0'

0.0'

0.2'

0.

2'

DITCH

0.0'

0.0'

PARCEL A

FOR FUTURE

DEVELOPMENT

PARCEL BPARALLEL

FUTURE PROPOSED

PARCEL PROPERTY LINE

236.30'

129.75'

132.00'

80.41'

APPROXIMATE TREE

REMOVAL AREA

STREAM

x 420.4

LINE LEGEND

SECTION/PARCEL BOUNDARY

MIN. BUILDING SETBACK

CENTER LINE

EXIST. EASEMENT LINE

EXIST. RIGHT-OF-WAY LINE

EXIST. EDGE OF PAVEMENT

EXISTING WATER MAIN, VALVE, & HYDRANT.

EXISTING SANITARY SEWER, & MANHOLE.

EXISTING DRAINAGE SEWER, FIELD INLET,

INLET MANHOLE, MANHOLE, & END SECTION.

EXISTING OVERHEAD UTILITIES

EXISTING TELEPHONE

EXISTING UNDERGROUND UTILITIES

EXISTING GAS

EXISTING ELECTRIC

EXISTING GUARD RAIL

TREE,HEDGE,EDGE OF WOODS

EXISTING SWALE

BARBED WIRE,STOCKADE,CHAIN LINKED FENCE

EXISTING CONTOUR

EXISTING SPOT ELEVATION @ X

CONCRETE PAD/ CONCRETE SIDEWALK

STOP

MH

C.O.

EM

GM

GS

GV

SV

SH

WV

WS

WM

T

TR

G

T

SAN

W

T

E

C

E

AC

TP

DRAINAGE MANHOLE

INLET DRAINAGE MANHOLE

CATCH BASIN

END SECTION

END OF PIPE

MANHOLE

SANITARY MANHOLE

CLEAN OUT

GAS VALVE

GAS SERVICE

GAS METER

SPRINKLER VALVE

SPRINKLER HEAD

WATER VALVE

WATER SERVICE

HYDRANT

WATER METER

WELL

BORE

CABLE TV PEDESTAL

SIGNAL POLE

UTILITY POLE

GUY WIRE

PULL BOX

ELECTRIC PULL BOX

TELEPHONE PULL BOX

TRAFFIC PULL BOX

TRANSFORMER

CABLE UTILITY LATH

ELECTRIC UTILITY LATH

TELEPHONE UTILITY LATH

WATER UTILITY LATH

GAS UTILITY LATH

SANITARY UTILITY LATH

AIR CONDITIONING UNIT

BUSH

TREE CONIFEROUS

TREE DECIDUOUS

STOP BAR

HANDICAP

TURNING ARROW

SIGN

SIGN

SIGN

POST

BOLLARD

MAILBOX

UTILITY POLE WITH LIGHT

LIGHT POLE

LAMP POST

PEDESTRIAN POLE

TELEPHONE PEDESTAL

TELEPHONE MANHOLE

ELECTRIC METER

ELECTRIC MANHOLE

SYMBOL LEGEND

MB

C

W

WV DY

H

OH OH

T T

UG UG

G G

E E

X

S

D

D

S

DY

H

W

E

T

V:

\P riv at e\

-1

-2

- L iv in gs to n C om m un ity

R ev ita liz at io n In iti at iv e\

D es ig n\

Pa rk er

R oa d

- D es ig n\

FI

N

AL

\C -1

.d w g

/2

5/

2:

P M

LiRo Engineers, Inc.

85 Allen Street

Rochester, New York

PROPOSED NEW BUILDING AT

0 PARKER STREET, MT. MORRIS, NY 14510

TREE REMOVAL PLAN

LIVINGSTON COUNTY

LAND BANK CORPORATION

C-101

SCALE IN FEET

TREE REMOVAL LEGEND:

H

WV

S

WS

S

N

PE

R

M A

P R

EF

4 72

2 72

7 716 715

71371

725725

72472

722723 724725

726727

723724725

5/8"

REBAR

1/2" PIN

RIM=710.55

8" PVC

705.15

705.25

8" PVC

5/8" REBAR

1" PIPE

RIM=726.28

CL INV=718.63

5/8" REBAR

RIM=690.67

685.02

685.00

8" PVC

685.77

4" PVC

1 STORY

FRAME

10"-18" TREES

INTERSECTION

AHEAD 15 MPH

SPEED LIMIT

DEL.

DEL.

DEL.

DEL.PARKER ROAD

STOP

INV = 697.02

36" CMP

RGE 2026

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

INV = 704.42

24" CMP

RGE 2025

RGE 2024

INV = 705.62

INV = 691.98

SHED

N/F

MICHAEL LAMPHRON

T.A.# 106.17-1-2.2

53 PARKER RD

LIBER 1297 PAGE 1470

N/F

SAMUEL CIPRIANO JR

T.A.# 106.17-1-3.4

PARKER RD

LIBER 490 PAGE 80

N/F

STATE OF NEW YORK

T.A.# 106.17-1-3.1

29 FIDDLER RD

LIBER 726 PAGE 157

10"-18" TREES

O H

O H

O H

O H

O H

O H

EASEMENT TO

ROCHESTER GAS &

ELECTRIC CORP. PER

MAP REFERENCE NO. 1

EASEMENT TO

ROCHESTER GAS &

ELECTRIC CORP. PER

MAP REFERENCE NO. 1

PA

RK

ER RO

A

D

(49.5' PER REF. N

O

. 1)

(35' W

ID

E PER TA

X

M A

P)

S80° 24' 50"E

212.41' ∆=59°54'00" R=152.42' L=159.35'

CHD=S50°27'50"E

152.19'

S20° 30' 48"E

171.01' 366.05'

S75° 20' 30"W

386.42'

N 04° 50' 29"W

6' WOOD

FENCE

0.0'

0.2'

0.5'

0.3'

0.0'

0.0'

0.2'

0.

2'

DITCH

0.0'

0.0'

SITE PLAN AND UTILITIES LEGEND:

W W

S S

PROPOSED

NEW HOME

FFE 725.00

(60'x30')

25.0'

75.4'

35.7'

15.7'

PROPOSED NEW 24'x24' GARAGE

WITH 2 CAR GARAGE DOOR WITH OPENER SYSTEM

EXISTING ELECTRICAL UTILITY POLE

NEW GRAVEL DRIVEWAY

WITH RUN OF CRUSH STONE

NEW GRAVEL APRON

PER DETAILS ON C-501

NEW CURB STOP

NEW SANITARY CLEAN OUT

NEW WATER SERVICE

NEW SANITARY SEWER LINE

NEW WATER CONNECTION

TO WATER MAIN

NEW BILCO DOORS AND

STEPS INTO BASEMENT

(ADD/ALTERNATE NO. 3)

S S S

S

W

W

W

W W W

APPROXIMATE EXISTING WATER MAIN

EXISTING SEWER MAIN

MIXED SIZE MOSTLY DECIDUOUS WOODS

N/F

FRANK J. CIPRIANO

T.A.# 106.17-1-2.1

PARKER RD

LIBER 1012 PAGE 336

AREA = 2.343 ACRES

30'

SETBAC

K

30'

SETBACK

30'UTILITYEASEMENT

U

TI

LI

TY

EA

SE

M

EN

T 131.8'

(100' M

IN

. SETBAC

K)

SIDEWALK TO DRIVEWAY

NEW SEWER CONNECTION

TO SEWER MAIN

PARCEL A

FOR FUTURE

DEVELOPMENT

PARCEL B

PARALLEL

FUTURE PROPOSED

PARCEL PROPERTY LINE

236.30'

129.75'

132.00'

80.41'

STREAM

BURIED PROPANE TANK, MIN. 10' FROM

STRUCTURE, WITH NON-CORROSIVE

COATING PROTECTION AND/OR

CATHODIC PROTECTION

x 420.4

LINE LEGEND

SECTION/PARCEL BOUNDARY

MIN. BUILDING SETBACK

CENTER LINE

EXIST. EASEMENT LINE

EXIST. RIGHT-OF-WAY LINE

EXIST. EDGE OF PAVEMENT

EXISTING WATER MAIN, VALVE, & HYDRANT.

EXISTING SANITARY SEWER, & MANHOLE.

EXISTING DRAINAGE SEWER, FIELD INLET,

INLET MANHOLE, MANHOLE, & END SECTION.

EXISTING OVERHEAD UTILITIES

EXISTING TELEPHONE

EXISTING UNDERGROUND UTILITIES

EXISTING GAS

EXISTING ELECTRIC

EXISTING GUARD RAIL

TREE,HEDGE,EDGE OF WOODS

EXISTING SWALE

BARBED WIRE,STOCKADE,CHAIN LINKED FENCE

EXISTING CONTOUR

EXISTING SPOT ELEVATION @ X

CONCRETE PAD/ CONCRETE SIDEWALK

STOP

MH

C.O.

EM

GM

GS

GV

SV

SH

WV

WS

WM

T

TR

G

T

SAN

W

T

E

C

E

AC

TP

DRAINAGE MANHOLE

INLET DRAINAGE MANHOLE

CATCH BASIN

END SECTION

END OF PIPE

MANHOLE

SANITARY MANHOLE

CLEAN OUT

GAS VALVE

GAS SERVICE

GAS METER

SPRINKLER VALVE

SPRINKLER HEAD

WATER VALVE

WATER SERVICE

HYDRANT

WATER METER

WELL

BORE

CABLE TV PEDESTAL

SIGNAL POLE

UTILITY POLE

GUY WIRE

PULL BOX

ELECTRIC PULL BOX

TELEPHONE PULL BOX

TRAFFIC PULL BOX

TRANSFORMER

CABLE UTILITY LATH

ELECTRIC UTILITY LATH

TELEPHONE UTILITY LATH

WATER UTILITY LATH

GAS UTILITY LATH

SANITARY UTILITY LATH

AIR CONDITIONING UNIT

BUSH

TREE CONIFEROUS

TREE DECIDUOUS

STOP BAR

HANDICAP

TURNING ARROW

SIGN

SIGN

SIGN

POST

BOLLARD

MAILBOX

UTILITY POLE WITH LIGHT

LIGHT POLE

LAMP POST

PEDESTRIAN POLE

TELEPHONE PEDESTAL

TELEPHONE MANHOLE

ELECTRIC METER

ELECTRIC MANHOLE

SYMBOL LEGEND

MB

C

W

WV DY

H

OH OH

T T

UG UG

G G

E E

X

S

D

D

S

DY

H

W

E

T

V:

\P riv at e\

-1

-2

- L iv in gs to n C om m un ity

R ev ita liz at io n In iti at iv e\

D es ig n\

Pa rk er

R oa d

- D es ig n\

FI

N

AL

\C -1

.d w g

/2

5/

2:

P M

LiRo Engineers, Inc.

85 Allen Street

Rochester, New York

PROPOSED NEW BUILDING AT

0 PARKER STREET, MT. MORRIS, NY 14510

PROPOSED SITE PLAN WITH UTILITIES

LIVINGSTON COUNTY

LAND BANK CORPORATION

C-102

SCALE IN FEET

030 30

LOT SETBACKS:ELECTRIC SERVICE NOTE:

PROPANE SERVICE NOTE:

H

WV

S

WS

S

N

PE

R

M A

P R

EF

2 72

7 716 715

71371

725725

72472

722723 724725

726727

723724725

5/8"

REBAR

1/2" PIN

RIM=710.55

8" PVC

705.15

705.25

8" PVC

5/8" REBAR

1" PIPE

RIM=726.28

CL INV=718.63

5/8" REBAR

RIM=690.67

685.02

685.00

8" PVC

685.77

4" PVC

1 STORY

FRAME

MIXED SIZE MOSTLY DECIDUOUS WOODS

10"-18" TREES

INTERSECTION

AHEAD 15 MPH

SPEED LIMIT

DEL.

DEL.

DEL.

DEL.PARKER ROAD

STOP

INV = 697.02

36" CMP

RGE 2026

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

INV = 704.42

24" CMP

RGE 2025

RGE 2024

INV = 705.62

INV = 691.98

SHED

N/F

MICHAEL LAMPHRON

T.A.# 106.17-1-2.2

53 PARKER RD

LIBER 1297 PAGE 1470

N/F

SAMUEL CIPRIANO JR

T.A.# 106.17-1-3.4

PARKER RD

LIBER 490 PAGE 80

N/F

STATE OF NEW YORK

T.A.# 106.17-1-3.1

29 FIDDLER RD

LIBER 726 PAGE 157

N/F

FRANK J. CIPRIANO

T.A.# 106.17-1-2.1

PARKER RD

LIBER 1012 PAGE 336

10"-18" TREES

O H

O H

O H

O H

O H

O H

EASEMENT TO

ROCHESTER GAS &

ELECTRIC CORP. PER

MAP REFERENCE NO. 1

EASEMENT TO

ROCHESTER GAS &

ELECTRIC CORP. PER

MAP REFERENCE NO. 1

PA

RK

ER RO

A

D

(49.5' PER REF. N

O

. 1)

(35' W

ID

E PER TA

X

M A

P)

S80° 24' 50"E

212.41'

∆=59°54'00" R=152.42' L=159.35'

CHD=S50°27'50"E

152.19'

S20° 30' 48"E

171.01' 366.05'

S75° 20' 30"W

386.42'

N 04° 50' 29"W

6' WOOD

FENCE

AREA = 2.343 ACRES

0.0'

0.2'

0.5'

0.3'

0.0'

0.0'

0.2'

0.

2'

DITCH

0.0'

0.0'

PARALLEL

FUTURE PROPOSED

PARCEL PROPERTY LINE

236.30'

129.75'

PROPOSED

NEW HOME

FFE 725.00

(60'x30')

PROPOSED NEW 24'x24' GARAGE

WITH 2 CAR GARAGE DOOR WITH OPENER SYSTEM

NEW GRAVEL DRIVEWAY

WITH RUN OF CRUSH STONE

NEW GRAVEL APRON

PER DETAILS ON C-501

NEW BILCO DOORS AND

STEPS INTO BASEMENT

(ADD/ALTERNATE NO. 3)

W

W APPROXIMATE EXISTING WATER MAIN

EXISTING SEWER MAIN

GRADING/LANDSCAPE LEGEND:

FFE 724.5

(24'x24')

SIDEWALK TO DRIVEWAY

PARCEL A

FOR FUTURE

DEVELOPMENT

PARCEL B

132.00'

80.41'

STREAM

719 718 x 420.4

LINE LEGEND

SECTION/PARCEL BOUNDARY

MIN. BUILDING SETBACK

CENTER LINE

EXIST. EASEMENT LINE

EXIST. RIGHT-OF-WAY LINE

EXIST. EDGE OF PAVEMENT

EXISTING WATER MAIN, VALVE, & HYDRANT.

EXISTING SANITARY SEWER, & MANHOLE.

EXISTING DRAINAGE SEWER, FIELD INLET,

INLET MANHOLE, MANHOLE, & END SECTION.

EXISTING OVERHEAD UTILITIES

EXISTING TELEPHONE

EXISTING UNDERGROUND UTILITIES

EXISTING GAS

EXISTING ELECTRIC

EXISTING GUARD RAIL

TREE,HEDGE,EDGE OF WOODS

EXISTING SWALE

BARBED WIRE,STOCKADE,CHAIN LINKED FENCE

EXISTING CONTOUR

EXISTING SPOT ELEVATION @ X

CONCRETE PAD/ CONCRETE SIDEWALK

STOP

MH

C.O.

EM

GM

GS

GV

SV

SH

WV

WS

WM

T

TR

G

T

SAN

W

T

E

C

E

AC

TP

DRAINAGE MANHOLE

INLET DRAINAGE MANHOLE

CATCH BASIN

END SECTION

END OF PIPE

MANHOLE

SANITARY MANHOLE

CLEAN OUT

GAS VALVE

GAS SERVICE

GAS METER

SPRINKLER VALVE

SPRINKLER HEAD

WATER VALVE

WATER SERVICE

HYDRANT

WATER METER

WELL

BORE

CABLE TV PEDESTAL

SIGNAL POLE

UTILITY POLE

GUY WIRE

PULL BOX

ELECTRIC PULL BOX

TELEPHONE PULL BOX

TRAFFIC PULL BOX

TRANSFORMER

CABLE UTILITY LATH

ELECTRIC UTILITY LATH

TELEPHONE UTILITY LATH

WATER UTILITY LATH

GAS UTILITY LATH

SANITARY UTILITY LATH

AIR CONDITIONING UNIT

BUSH

TREE CONIFEROUS

TREE DECIDUOUS

STOP BAR

HANDICAP

TURNING ARROW

SIGN

SIGN

SIGN

POST

BOLLARD

MAILBOX

UTILITY POLE WITH LIGHT

LIGHT POLE

LAMP POST

PEDESTRIAN POLE

TELEPHONE PEDESTAL

TELEPHONE MANHOLE

ELECTRIC METER

ELECTRIC MANHOLE

SYMBOL LEGEND

MB

C

W

WV DY

H

OH OH

T T

UG UG

G G

E E

X

S

D

D

S

DY

H

W

E

T

V:

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LiRo Engineers, Inc.

85 Allen Street

Rochester, New York

PROPOSED NEW BUILDING AT

0 PARKER STREET, MT. MORRIS, NY 14510

PROPOSED GRADING AND

LANDSCAPING PLAN

LIVINGSTON COUNTY

LAND BANK CORPORATION

C-103

SCALE IN FEET

GRAVEL DRIVEWAY AND APRON DETAIL

DRIVEWAY, APRON AND SIDEWALK LEGEND

APRON SECTION

CONCEPTUAL BASEMENT WALL SECTION

SUMP PUMP DETAIL WATER SERVICE INSTALLATION DETAIL

SANITARY CLEAN OUT DETAIL

SIDEWALK SECTION

FORD

WATER METER VAULT DETAIL (IF REQUIRED)

LiRo Engineers, Inc.

690 Delaware Avenue Buffalo, New York

PROPOSED NEW BUILDING AT

0 PARKER STREET, MT. MORRIS, NY 14510

MISCELLANEOUS DETAILS

SHEET 1 OF 2

LIVINGSTON COUNTY

LAND BANK CORPORATION

C-501

BILCO DOOR DETAILS

NOTES:

LiRo Engineers, Inc.

690 Delaware Avenue Buffalo, New York

PROPOSED NEW BUILDING AT

1 PRICE STREET, NUNDA, NY 14517

MISCELLANEOUS DETAILS

SHEET 2 OF 2

LIVINGSTON COUNTY

LAND BANK CORPORATION

C-502

APPENDIX A

The parties to the attached contract, license, lease, amendment or other agreement of any kind (hereinafter "the contract" or "this contract") agree to be bound by the following clauses which are hereby made a part of the contract. The word "Contractor" herein refers to any party to the contract, other than the Livingston County Land Bank Corporation (herein after "Land Bank").

I. NON-ASSIGNMENT CLAUSE. In accordance with Section 109 of the General

Municipal Law, this contract may not be assigned by the contractor or its right, title or interest there in assigned, transferred, conveyed, sublet or otherwise disposed of without the previous consent, in writing, of the Land Bank and any attempts to assign the contract without the Land Bank’s written consent are null and void.

II. WORKER'S COMPENSATION BENEFITS. In accordance with Section 108 of the

General Municipal Law, this contract shall be void and of no force and effect unless the Contractor shall provide and maintain coverage during the life of this contract for the benefit of such employees as are required to be covered by the provisions of the Workers' Compensation Law.

III. NON-DISCRIMINATION REQUIREMENTS. In accordance with Article 15 of the

Executive Law (also known as the Human Rights Law) and all other State and Federal statutory and constitutional non-discrimination provisions, the Contractor will not discriminate against any employee or applicant for employment because of race, creed, color, sex, national origin, age, disability or marital status. Furthermore, in accordance with Section 220-e of the Labor Law, if this is a contract for the construction, alteration or repair of any public building or public work or for the manufacture, sale or distribution of materials, equipment or supplies, and to the extent that this contract shall be performed within the State of New York, Contractor agrees that neither it nor its subcontractors shall, by reason of race, creed, color, disability, sex or national origin: (a) discriminate in hiring against any New York State citizen who is qualified and available to perform the work; or

(b) discriminate against or intimidate any employee hired for the performance of work under this contract. If this is a building service contract as defined in Section 230 of the Labor Law, then, in accordance with Section 239 thereof, Contractor agrees that neither it nor its subcontractors shall, by reason of race, creed, color, national origin, age, sex or disability: (a) discriminate in hiring against any New York State citizen who is qualified and available to perform the work; or (b) discriminate against or intimidate any employee hired for the performance of work under this contract.

IV. HOURS PROVISIONS. If this is a public work contract covered by Article 8 of the

Labor Law or a building service contract covered by Article 9 thereof, neither Contractor's employees nor the employees of its subcontractors may be required or permitted to work more than the…