GENESEE COUNTY PLANNING BOARD ZONING REFERRALS NOTICE OF FINAL

ACTION

GCDP ReferraiiD f C-05-BAT-6-14 Review Date -r ---6-,1-2/_2_01-4

rRATAVIA. C. Municipality Board Name I ciTY PLANNING AND DEVELOPMENT -COMM. & ZBA

Applicant's Name

Referral Type Variance(s)

IKIP FINLEY (INDUS GROUP)

f Special Use Permit, Spec Sign Permit: Final Subdiv .

IArea Variance{s) I w

Description: Final Subdivision, Special Use Permit, Special Sign Permits and Area Variances for a new drive-in restaurant (Dunkin' Donuts).

Distance to side lot line for driveways for drive-in restaurants: Minimum required: 20 ft. Proposed: 6ft.

Number of Parking Spaces: · Minimum required: 68 Proposed: 26

Location 1401-409 W. Main St. (NYS Rts. 5 & 63) Zoning District I Commercial (C-2) District

PLANNING-BOARD DECISION INO ACTION TAKEN

EXPLANATION: No action was taken on this referral due to the inability of the County Planning Board to vote with a majority of the whole number (5 of 9 members) on a specific recommendation.

~ Director Date

If the County Planning Board disapproved the proposaL or recommends modifications, the referring agency shall NOT act contraiY to the recommendations except by a vote of a majority plus one of all the members and after the adoption of a resolution setting forth the reasons for such contrary action. Within 30 days after the final action the referring agency shell file a report of final ac6on with the County Planning Board. An action taken form is provided forth is purpose and may be obtained from the Genesee County Planning Depertment et 344-2580 x 5466, or online at http://Www.co.genesee.ny.us/ under Forms end Permits for Towns end Villages.

SEND OR DELIVER TO:

GENE3EE COUNTY DEPARTMENT OF PLANNING

3837 West Main Street Road

DEPARTMENT USE ONLY:

GCDP Referral # (.-OJ-6¥--& --!JC Ba~wia, NYrl4020-9404

·Phone: (585) 344-2580 Ext. 5467

* GENESEE COUNTY * PLANNING BOARD REFERRAL

RECEIVED JUN o3 2014

Required According to: G E GENERAL MUNICIPAL LAW ARTI~LE 12B, SECT~ON 2lSE,LA~1¥lMtfrE8?~D.."Q'NING

(Please answer ALL questions as fully as posstble) '

1. REFERRING BOARD(S) INFORMATION 2. APPLICANT INFORMATION

Board(s) Planning/Dev. and ZBA

Address One Batavia City Centre

City, State, Zip Batavia, NY 14020

Name Kip Finley (Indus Group)

Address 1080 Pittsford Victor Rd.

City, State, Zip Pittsford, NY 14534

Phone (585) 345 - 634 7 Ext. Phone (585) 451 - 6538 Ext. Email kfinley@indusdevelopmerf1, 4m

MUNICIPALITY: [j] City 0Town 0 Village of Batavia -----------------------------------------3. TYPE OF REFERRAL: (Check all applicable items)

[j] Area Variance 0 Zoning Map Change 0 Use Variance 0 Zoning Text Amendments [j] Special Use Permit 0 Comprehensive Plan/Update [j] Site Plan Review [j] Other: Special sign pmts

4. LOCATION OF THE REAL PROPERTY PERTAINING TO THIS REFERRAL:

A. Full Address 401-409 West Main St.

Subdivision Proposal 0 Preliminary [j] Final

B. Nearest intersecting road _R_iv_e_r_· -----------------------------------------------------------C.TuMapParcelNumber_8_4_0_0_6_-_1_-4 ________________________________________________________ _

D. Total area of the property----------------- Area of property to be disturbed-----------------------

E. Present zoning district(s) C-2 -----------------------------------------------------------------5. REFERRAL CASE INFORMATION:

A. Has this referral been previously reviewed by the Genesee County Planning Board?

[j] NO 0 YES If yes, give date and action taken -----------------------------------------------B. Special Use Permit and/or Variances refer to the following section(s) of the present zoning ordinance and/or law

BMC 190-37 E, 190-37 K, 190-37 E (3) , 190-37 E (8), 190-434 F and Exhibit A

C. Please describe the nature of this request Minor Subdivision, Site Plan review, Special Use Permit for drive-in rest. ,

Special Sign permits and Area Variances for the subdivision of an existing parcel with development of the newly

created parcel to a Dunkin Donuts drive-in restaurant.

6. ENCLOSURES- Please enclose copy(s) of all appropriate items in regard to this referral

[j] Local application 0 Zoning text/ map amendments 0 New or updated comprehensive plan [j] Site plan 0 Location map or tax maps II] Photos [j] Subdivision plot plans [j] Elevation drawings 0 Other: Cover letter [j] SEQR forms 0 Agricultural data statement ------------

If possible, please provide a reduced version or digital copy of any supporting documentation larger than 11 x 17. Email to planning@co.genesee.ny.us

7. CONTACT INFORMATION of the person representing the community in filling out this form (required information)

Name Douglas Randall Title Code Enf. Officer Phone (585) 345 - 6327 Ext.

Address, City, State, Zip One Batavia City Centre, Batavia, NY 14020 Email drandall@batavianewyork.com

To:

From:

Date:

Re:

City of Batavia Department of Public Works

Bureau o(lnspections One Batavia City Center, Batavia, New York 14020 (585)-345-6345 (585)-345-1385 (fax)

Genesee County Planning Planning and Development Committee Zoning Board of Appeals

Doug Randall, Code Enforcement Officer

5/30/14

401-409 West Main St. Tax Parcel No. 84.006-1-4

Zoning Use District: C-2

The applicant, Kip Finley (agent for the owner), has filed applications for; minor subdivision, site plan review, special use permit for drive-in restaurant, area variances and special sign permits. He is proposing to subdivide this existing parcel into two separate parcels and construct an approximately 1,700 sq.' Dunkin Donuts restaurant with a drive-through window on the newly created parcel.

Review and Approval Procedures:

County Planning Board- Pursuant to General Municipal Law 239 m, referral to the County Planning Board is required since the property is within 500 feet of the boundary of the city; the boundary of a County or State park or other recreation area; the right of way of a state parkway, throughway, expressway, road or highway; the boundary of county or state owned land on which a public building or institution is situated; the boundary of a farm operation located in an agricultural district (not required for area variances).

City Planning and Development Committee-

I) Minor Subdivision- Pursuant to BMC section 162-2 and 162-4 the PDC shall approve plot plans prior to being recorded with Genesee County.

162-40 Minor subdivisions are to be processed in the same manner as Major Subdivisions with the exceptions of A-F of this section.

2) Site Plan Review- Pursuant to BMC section 190-44 C. (1) (a) and (c) the Planning and Development Committee shall review and approve site plans in compliance with this section.

3) Special Use Permit- Pursuant to BMC section 190-37, the PDC shall review and authorize Special Use Permits prior to issuance.

190-37 E. Special use permits may be issued for Drive-in restaurants provided compliance with 190-37 E (1, 2, 3, 4, 8, 12, and 13) and 190-37 K (1- 14) is followed.

4) Special Sign Permits- Pursuant to BMC section 190-43 R, the PDC shall approve or deny Special ' Sign Permits.

190-43 F and Exhibit A. The number and location of signs proposed exceeds the requirements of this section.

- One wall sign facing a street frontage is permitted. - One free standing sign per lot is permitted.

5) Variance Referral- Pursuant to BMC section 190-49 C., the PDC shall review all applications that involve parking variances and make recommendations to the ZBA.

Zoning Board of Appeals- Pursuant to BMC Sec. 190-49 of the zoning ordinance, the ZBA shall review and act on required variances.

Required variances- Area

1) BMC 190-37 E (3) Driveways for drive-in restaurants are not permitted to be closer than 20' from side lot lines. The existing West Main Street curb cut and driveway is approx. 6' from the proposed east side lot line at the street, and is on the line for the majority of the driveways length.

2) BMC 190-37 E (8) Parking is required at the rate of4 spaces for each 100 sq.' of principal building space of drive-in restaurants. 68 spaces required, 26 spaces are proposed, difference of 42 spaces.

The Planning and Development Committee will be the lead agency to conduct SEQR.

Instructions for Completing

617.20 AppendixB

Short Environmental Assessment Form

Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of Part J. Responses become part ofthe application for approval or funding, are subject to public review, and may be subject to further verification. Complete Part I based on information currently available. If additional research or investigation would be needed to fully respond to any item, please answer as thoroughly as possible based on current information.

Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency; attach additional pages as necessary to supplement any item.

Part 1 - Project and Sponsor Information

Name of Action or Project: City of Batavia Dunkin Donuts

Project Location (describe, and attach a location map):

401-409 West Main Street (Refer to Site Plans for Location Map)

Brief Description of Proposed Action: Subdivision of land with subsequent development of an 1,800 square foot quick service restaurant with drive through. Building to be wood frame.

Name of Applicant or Sponsor: --~-- -;---:

Telephone: (585) 451-6538

Indus Group (Contact: Kip Finley) E-Mail: kfinley@indusdevelopment.com

Address: 1 080 Pittsford Victor Road, Suite 201

City/PO: State: I Zip Code: Pittsford New York 14534

1. Does the proposed action only involve the legislative adoption of a plan, local law, ordinance, NO YES administrative rule, or regulation?

[l] D If Yes, attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no, continue to question 2.

2. Does the proposed action require a permit, approval or funding from any other governmental Agency? NO YES If Yes, list agency(s) name and permit or approval:

D [l] Approval From The City of Batavia

3.a. Total acreage of the site ofthe proposed action? 1.654 acres b. Total acreage to be physically disturbed? 0.839 acres c. Total acreage (project site and any contiguous properties) owned

or controlled by the applicant or project sponsor? o.o acres

4. Check all land uses that occur on, adjoining and near the proposed action. DUrban ORural (non-agriculture) 0 Industrial 1.ZJ Commercial 0Residential (suburban)

OForest DAgriculture 0Aquatic OOther (specifY):

0Parkland

Page 1 of4

18. Does the proposed action include construction or other activities that result in the impoundment of NO YES •water or other liquids (e.g. retention pond, waste lagoon, dam)?

I fYes, explain purpose and size: [{] D

19. Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility?

If Yes, describe: [{] D 20. Has the site of the proposed action or an adjoining property been the subject of remediation (ongoing or NO YES

completed) for hazardous waste? l f Yes, describe: [{] D I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE

Applicant/sponsor name: (Sponsor) Robert Fitzgerald. P.E. ···--

Date: March 26. 2014

Signature; k~-~

Part 2- Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept "Have my responses been reasonable considering the scale and context of the proposed action?"

No, or Moderate small to large impact impact may may occur occur

I. Will the proposed action create a material conflict with an adopted land use plan or zoning D D regulations?

2. Will the proposed action result in a change in the use or intensity of use of land? D D 3. Will the proposed action impair the character or quality of the existing community? D D 4. Will the proposed action have an impact on the environmental characteristics that caused the D D establishment of a Critical Environmental Area (CEA)?

5. Will the proposed action result in an adverse change in the existing level of traffic or D D affect existing infrastructure for mass transit, biking or walkway?

6. Will the proposed action cause an increase in the use of energy and it fails to incorporate D D reasonably available energy conservation or renewable energy opportunities?

7. Will the proposed action impact existing: D D a. public I private water supplies?

b. public I private wastewater treatment utilities? D D 8. Will the proposed action impair the character or quality of important historic, archaeological, D D architectural or aesthetic resources?

9. Will the proposed action result in an adverse change to natural resources (e.g., wetlands, D D waterbodies, groundwater, air quality, flora and fauna)?

Page 3 of 4

..

MINOR SUBDIVISION APPLICATION

CITY OF BAT A VIA 10 West Main Street. Batavia. NY 14020

Phone: (716) 343-8180 • Fax (716) 343-9221

Application No.: ---Date: _____ _

ADDRESS OF SUBDIVISION 'IOJ ~ 'io~ Wc..s..\ No:," ..S+r

OWNER: Fh•c. .:)i<-\t' .. -tB~&I,A'\611,1(,...--___________ ------

Name E-lllail Address

Street Address Phone Fax

B,.J c-.. uo~i A. , A > ~ ,.of 0~ 0 City. State. Zip Code

FEES: $50 Residential Subdivision $100 Non-Residential Subdivision

.. , ...

SCHEDULE "B 11

FORM OF PROPERTY OWNER AUTHORIZATION

STATE OF NEW YORK) COUNTY OF MONROE) ss:

The undersigned certifies that it is the sole owner of the property at 401-409 West Main Street, Tax Account No. 084.005-2-7.00L in the City of Batavia, Gene:;ee County, New York, being the subject of the Purchase Contract ("Contract") dated January 9, 2014 between Five Star'IJiiiik ('1§eller"), and Goonjit Melita, as agent for an existing entity or to be formed ("Buyer"). We hereby authorize the Buyer, and its agents, contractors, engineers. architects, counsel, consultants and/or employees, to apply on our behalf to all relevant governmental or other entities for any licenses, pennits, certifications and/or approvals associated with Buyer's commercial development of and use of the portion of the property subject to such Contract, including"'6ut not limited to, any subdivision appmval and/or re?.oning.

Sworn and subscribed before me this I ? day Of j (J l\tl e&1J on 20 t#l. ~- Q

t/!~fY~

Page24 of 24

FIVE STAR BANK

I r-

PERMIT NO. ____ _

SPECIAL USE PERMIT CITY OF BATAVIA, NEW YORK

LOCATION: L.jOl· 1::4 oq Uc.,.\ t=ic-'tA ..S!t'tc.\ OWNER: Fivt. ~DX l!>onK Address: lfol" +.~ocr t.J •• s! M ,., .. ~·+

COUNTY PLANNING REVIEW

ZONING DISTRICT

FLOOD ZONE

CORNER LOT

_2L SITE PLAN REVIEW

BID

EXISTING USE: Ouc.-t'lok') pqe'<i'?:

N.Y.S. BLDG. CODE OCC. CLASS: ___ _ (Ouu·o.H) LOT SIZE::t_,GJ., x *.)So'

CITY PLANNING & DEVELOPMENT REVIEW:

Application Date: 'f · « 'i· a.o 1 'f Tax Parcel No.: oX'-~. os- • • 7· 1 Phone No. ________ _

X ZONING VARIANCE REQUIRED

HISTORIC DISTRICT

__ HISTORIC LANDMARK

__ CITY ENGINEER REVIEW

CITY COUNCIL REVIEW

OTHER

\\I'\ PROPOSED USE: wr'niL Ia

N.Y.S. BLDG. CODE OCC. CLASS: ___ _ lo..,n·~u)

LOT AREA: .t I. <a 5 '4 Ac c-c.S

_APPROVAL AS PRESENTED DISAPPROVAL_APPROVAL WITH CONDITIONS

CHAIRMAN SIGNATURE: __________ _ DATE: __________ _

Issuing Officer

~fCJ.teRu(d entlnesRlnt Fitzgerald Engineering, PLLC ,~~-~; 2060 Fairport Nine Mile Point Rd. l:f," '· :. Suite 310 · Penfield, NY 14526-1749

TRAFFIC IMPACT ANALYSIS

Project: Dunkin Donuts Quick Service Restaurant City of Batavia, State of New York, County of Genesee

Location: 401-409 West Main Street Batavia, New York Batavia, New York 14202

Prepared for: Indus Group 1080 Pittsford Victor Road Pittsford, New York 14534

Prepared On: May 23, 2014

Fitzgerald Engineering, PLLC lob No.:14-0130

Robert J Fitzgerald, PE License No.: 084081

'>01)0 Nin,. Mil,. Pnint Rnncl Snitr• ">10 Pt·nfir·ld Nrw York 14'1~(i-1749 Ph ')Rt; ?.R19R'.l7

May 23,2014

Executive Summary:

The project proposes construction of a new Dunkin' Donuts Quick Serve Restaurant (QSR) at 401-409 West Main Street Batavia New York. This location is within the City limits and is located on a NYS Touring Route.

During site plan review of the project, local officials indicated that traffic is heavy and it was recalled that there are frequent accidents within the portion of West Main Street near the project site. Therefore, a traffic analysis was requested.

The purpose of a traffic analysis is to assess existing conditions and proposed conditions against recognized "normal" traffic patterns, volumes, and accident frequency. QSRs are typically located on busy highways to provide existing motorists with services as they traveL Sometimes they generate a minor amount of new traffic, but are not high generators of new traffic. For analysis purposes, the developer/operator indicated that it anticipates capturing 50 to 75 vehicles per hour in the 3 to 4 peak hours during the day. The remainder of the day yields lower counts. Therefore, it can be anticipated that development of this QSR could generate 50 to 75 turning movements in a peak hour. Turning movements introduce potential for accidents. For this analysis, this number of vehicles is insignificant as added traffic volume when compared to the 23,553 vehicles per day on this portion of highway.

Research of Traffic Data from the NYSDOT and accident records from the City of Batavia Police Department revealed that the AADT traffic volume is 23,553. There were a total of 55 accidents reported during the last 28 months. Refer to the attachments for supporting information.

An accident rate calculation was performed to correlate the existing conditions to recognized statewide average accident rates. The 0.6 mile stretch of West Main Street from Lewiston Road to Oak Street was calculated to have an accident rate of 4.59 acc/mvm. The NYSDOT statewide average for a four lane urban street is 4.86 acc/mvm. Therefore, the accident rate for this stretch of highway is within a "normal" range for this type of highway.

Although the current accident rate is within expected limits, development of a project that increases turning movements should consider means to minimize the number of turning movements. The site is located in a parcel that has access to River Street, which terminates at a signalized intersection with West Main Street. The developer/operator has adapted/mitigated its site plan to encourage customers to make use of the River Street access. This is proposed through the use of directional signs on River Street and internal site circulation that directs customers exiting the drive thru to leave the site using the River Street driveway.

Attachments: Appendix A- Accident Calculation Appendix B Traffic Analysis

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ey. +ra. po ItA k ti f'Q-r::. ~ 'f-s~~---:--:~r_/_od, _ " l'h1 or.# 2 _s s $3

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No Data

- 1 - 1500

- 1501 - 4000

(1, 2 5 0.1 25 0

AADT (continued)

- 4001 - 10000

- 10001 - 25000

- 25001- 75000

- 75000- 300000

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NY~Dor f}Aor Rk ba@ Rk 86 ·tv R-J-e q6@f?.·l-e '3'3 = 23Ss·:3 -

http://gis.dot. ny. gov/aspnet_ cl ient/ESRI/WebADF /PrintTaskLayoutTemplates/default.htm 4/22/2014

~..;.:

Updated: Apri12013 TABLE II

AVERAGE ACCIDENT RATES FOR STATE HIGHWAYS BY FACILITY TYPE (BASED ON ACCIDENT DATA JUNE 1, 2010 TO MAY 31, 2012)

FACILITY TYPE -MAINLINE ACCIDENTS ONLY (SEE ") -FREE ACCESS CONTROLLED All TYPES WET ROAD FIXED OBJECT

ACC/MVM ACC/MVM ACC/MVM

RURAL FUNCTION CLASS w UNDMDED 2LANES 2.21. 0.42 0.63 2.60 0.50 0.72

3LANES 1.77 0.34 0.53 2.03 0.37 0.58 4 LANES 1.88 0.32 0.33 2.45 0.44 0.39 ALL lANES 2.20 0.42 0.63 2.59 0.49 0.71

DIVIDED 4 LANES 1.82 0.29 0.44 2.03 0.33 0.47 All lANES 1.90 0.32 0.44 2.23 0.39 0.49

URBAN FUNCTION CLASS UNDIVIDED

2 LANES 2.24 0.41 0.34 3.26 0.61 0.42 ~LANES 2.45 0.41 0.22 3.55 0.83 0.30

C4LANES )-- '2> 3.10 0.63 0.21 [4.86"'] 1.00 0.31

ALL tANES 2.43 0.46 0.31 3.61 0.69 0.39

DIVIDED 4LANES 2.78 0.56 0.19 4.15 0.62 0.25 6 LANES 3.63 0.66 0.17 4.57 0.84 0.20 7 LANES 2.51 0.48 0.13 3.34 0.57 0.15 ALL LANES 3.01 0.59 0.19 4.33 0.83 0.25

++ Average accident rates are based on both reportable and available non-reportable crashes. * "Non-Intersection Accidents/MVM" is used for linear highway sections where there are no intersecting roads or ramp junctions within

analysis limits. An example of the correct use of these rates would involve a linear section of highway which contains no intersections with other ~blic highways, but may contain intersections with private roads or driveways.

•• "Intersection & Non·lntersection Accidents/MVM" includes intersection and mainline accidents. They are used for analysis of linear highway sections where intersections are involved within the analysis limits and are the most commonly used rates for accident analysis purposes.

Page 1 of5

p~t:f3d= 04/22/2014 FRm'Y\ c ayor oA'71blif'i Pot-1c:r=. Page: 1. c.~f 2-

l ACCIDENTS FOUND MATCHING CRITERIA ENTERED

---------------------- 7r--.. ------~------------J Accident Date

3P-00010-12 01/07/2012 ...-390 W MAIN ST (P-LOT) & W MAIN ST (SR 5) BATAVIA GENESEE

W-00014-13 01/05/2013 ""390 W MAIN ST PARKING LO & LEWISTON RD SR 63 BATAVIA GENESEE

3P-00020-ll 01/10/2011 ~390 W MAIN ST PARKING LOT & LEWISTON RD (SR 63) BATAVIA GENESEE

3P-00028 13 01/15/2013 .,r 419 W MAIN ST LOT & SR 5 BATAVIA GENESEE

3P-00029-l2 01/21/2012 /W MAIN ST {SR 5) & N LYON S'l' (CS) BATAVIA GENESEE

3?-0CC3l 12 Gl/27/2012 f"'W Mli.IN ST (SR Si & HOLLAND AVE (CS) BATAVIA GENESEE

3P·-00032-ll 01/17/2011 '~""~v MAIN ST (SR 5) & BOGUE AVE (CS) BATAVIA GENESEE

3P-00033-12 01/26/2012 ~··.W--MAH'-i'-5!f .. ·,~5t-&---hBWI.S!il9N RD (&~··1§:-3~

3P-00035-ll 01/19/2011 .W .• .MA.J:.W......S.'r-{SR lH-& OAK g']! {aR ,ggl QA:JJA!JI!', C!;;W&Si:E

3P-00045 12 02/13/2012 .~204 W MAIN ST P LOT & SR 5 BATAVIA GENESEE

3P-00053-12 02/15/2012 -1:::'16 If !t:l1'tiM g'f i' ·te'i' & :9-R-5-BA'.P-Air'rfr 13EI~~SE:E

3P-00056-13 02/09/2013 /390 W MAIN ST PARKING LOT & SR 5 BATAVIA GENESEE 3P-000S7-12 02/22/2012 ·"'419 W MAIN ST PARKING LOT & SR 5 BATAVIA GENESEE

3P-00062-l3 02/14/2013',. 259 W MAIN S'r PARKING LOT & SR 5 BATAVIA GENESEE

3?-00070 11 02/11/2011' 419 W MAIN ST (SR 51 P-LO & W MAIN ST (SR 5) BATAVIA GENESEE

3P-00070-l2 03/16/2012, 419 W MAIN ST PARKING LOT & W MAIN ST BATAVIA GENESEE

3P-00086-13 02/19/2013-390 W MAIN ST PARKING LOT & LEWISTON RD BATAVIA GENESEE

3P-00087 1.2 03/27/2012 '390 W MAIN ST PARKIN & LEWISTON RD SR BATAVIA

~P-00087 13 03/03/2013 BO ,, ~AARKIU&-!:,9':1:'

3P-00088 11 03/03/2011

3P-00097 12 04/10/2012 S & REDFIELD PKWY CS BATAVIA GENESE~

3~-00099-12 04/13/2012 .; 226 W MAIN ST ?ARKING L & HOLLAND AVE BATAVIA GENESEE

~P-00100-11 03/21/2011 .. ~~·JJ+ •& .. PORTBR--hV:B-t€8) BA'fA.¥1~ SI!!M!BEE

31?-00102~13 03/19/2013 -1"'390 W MAIN ST PARKING LOT & SR63 BATAVIA GENESEE

3P-00103-11 03/23/2011 /W MAIN ST (SR 5) & MONTCLAIR AVE (CS) BATAVIA GENESEE

3P-00111 13 03/22/2013~ 345 W MAIN ST PARKING LOT & W MAIN ST SR 5 BATAVIA GENESEE

~P-00112-11 04/01/2011 W MAIN ST (SR-5) & REDFIELD PARKWAY (CS) BATAVIA GENESEE !P-00120-13 03/31/2013 lQ W WHN ST P LO'P & SR 5 13Ps':I\WIA GBtmSBE

3P-00131-ll 04/17/2011 _, 364 W MAIN ST (PARKING LO & W MAIN ST (SR 5) BATAVIA GENESEE

3P-00133-11 04/18/2011 W MAIN ST (SR 5) & REDFIELD PKWY (CS) BATAVIA GENESEE

3P-00 136-11 04 /2 2/2011 c- a. .. Qi-·~GA:K ST) D}>/!PAVIli GENEOBB

)P-00137 14 04/07/2014 ;341 W MAIN ST PARKING LOT & SR 5 BATAVIA GENESEE IP-00139-12 05/08/2012 _,PARKING LOT 390 W MAIN ST & SR 5 BATAVIA GENESEE

lP-00150-12 05/18/2012 "'355 W MAIN ST WOODROW RD CS BATAVIA

lP-00164-11 05/14/2011 W MAIN ST {SR 5 & REDFIELD PKWY (CS) BATAVIA GENESEE

lP--00164 12 05/23/2012 19 W ttfl!IN S'F Pi"d:'\KHl & OR 5 ffi\IJ!A.lfiJr GBNDSBB

lP-00173-11 05/21/2011 ~~ !ofi.\IN 3'!'· (SRa) & Ql!a;,UWGJ;R PiVK (GS) B.'\IPAl,Q;il\ GEWI!iSEE

l p-00 1 7 9 -12 0 5 I 31/2 0 12 --4±~8--W-~MAffi-ST PPrR*J.N~-&--6-R § 8A'AAJ.R..A:.-ei!ii~Nt+&:i>1!Si-!'JEri'iE..----

l p- 00192-12 0 6/12 I 2 012 ·-1-Q.O-.W.-·MA:f·N-·ST·-Lf>'J.I-"&··DE·I:ifrf:NeER-·A'VEJ-··eS--BA'Tf.I:V:ffi:""ffl!N~

lP-00196-12 06/16/2012' 211 W MAIN ST PARKING LOT & SR5 BATAVIA GENESEE

lP-00209-11 06/21/2011,. W MAIN ST - SR 5 & MONTCLAIR AVE BATAVIA GENESEE

IP-00215-12 06/27/2012 '419 W MAIN ST PARKING LOT & SR 5 BATAVIA GENESEE

IP-00216-11 06/26/2011 W MAIN ST & REDFIELD PKWY {CS} BATAVIA GENESEE

I p- 0 0 2 18 - 11 0 6/2 9 I 2 0 11 ·SR-~-W--MA·:&N··-8-1l···&-1?0R:!F·E-R:·-1\ VB._BA'l'·AV.I-.A ···GE-NBS£&-­

lP-00220-11 06/21/2011 ,W MAIN ST {SR 5) & BOGUE AVE (CS) BATAVIA GENESEE

lP-00222-11 07/01/2011 W~MAIN ... ·ST···{SR·5) .. &-·OAK ST (SR 98) BATAVIA .. SENESEE-·--··--

lP-00230-12 07/09/2012 '4-'l:'M ·W· MA'TW"S'l'"'"Rlr'"PA.1U\"I'NG·;t; vi RATirS'rR'EET RD SR 5 BA'rAVIA GENESEE

IP-00235-11 07/06/2 011 .W-MA·HII··S'J'··-&--OA.!t"S'l'"-BA'I'AV'!"lr"'GENEm!:E

~P-00235-12 07/19/2012/390 W MAIN ST PARKING L & W MAIN ST BATAVIA GENESEE

)rinted: 04/22/2014

ACCIDENTS FOUND MATCHING CRITERIA ENTERED

Accident No. Data Location of

:P-00238-11 07108/2011 .... SR 5 ·- I'V LVJAlL\1 Sl & SR98' - (J]{T\ST"""HJIT"A'VTA'""GENES',.E.,..t;-­

p 0 02 4 2- 1 3 0 6/2 8/2 0 13 ·-H·~--w-MA-nt"ST"'"RD·-~~TNG-&--SR5'-·B:A.TAVI'1l.:·\3fflES-Ee--­

P-00243-ll 07/12/2011 ·'212 W MAIN S'l' LOT & SR 5 BATAVIA GENESEE

P-002 4 5-12 07/30/2012 · 4.-160 W ·MAIN ·sT-PLUT""1i""S'R'5"'"'"'GENE'SEE

P-00255-11 07/15/2 011 s.R~5- .. ~·····W ··MAIN ·S'l'···&·S·R· 63 .. ·w·-.tEWISTON"'R'Il"HATAVIA'''GENE'SEr

P-00259-ll 08/01/2011 ""390 W MAIN ST (PARKING LO & W MAIN ST (SR 5) BATAVIA GENESEE

P 00265-11 07/12/2011/ SR 5 - W MAIN ST & BOGUE AVE (CS) BATAVIA GENESEE

P-0027 6-11 OB/10/2011 ·"')·i-38"W" MAIN··ST 1?-I':.OT &· ·W MA·IN· ·sT··R[}"fSR·S)""BATP.:VTP.:"GENC:SEE

P-00284-11 08/20/2011 ...-419 W MAIN ST P-LOT & W MAIN ST {SR 5) BATAVIA GENESEE

P-00284 13 08/07/2013; PARKING LOT 211 W MAIN ST & SR98 BATAVIA GEN8SEE

t'- 00 2 9 8-11 0 9/0 8/2 0 11 #fr2.....W·-·AAW··S'f .. ··PAREHN6'-b0-&-·i'l-'M/%I-N· -S-T·-(SR--ST··BATAVI·A:"-m~ME'S'!!:E­

P-00299-12 09/05/2012 /390 W MAIN ST PARKING LOT & LEWISTON RD ENTRANCE BATAVIA GENESEE

[>-00302-13 08/22/2013-" 413 ftJ MAIN ST. (PARKING L & SR5 BATAVIA GENESEE

?-00306-13 08/30/2013 '390 W MAIN ST P/LOT & SR5 BATAVIA GENESEE

~-00308-11 09/16/2011/419 W MAIN ST (PARKING LO & W. MAIN ST (SR 5) BATAVIA GENESEE

? -00 31 9-11 09/2 7 I 2 0 11 ~~~H-I-tEfWR'lf-eN-R-9-(-&R-~-BATf\:~Si!l'B---

?-00326--13

)-00338

'-00347 11

LQQJ5J-ll

)-00359-11

)-00361-11

'-00366-12

09/09/2013 ./.390 W MAIN ST P-LOT & SR63 BATAVIA GENE:SEE

10 I 10/2 011 +H·8 ··W·MAI M· ST ·· PARK·:FNG· ·L0· .. &· W··MftiN-·S't'-RD· .. ts-R····S·}"·BA'.l"'A·V·r-Jt-t}ENESEE

1 0 I 15/2 0 11 ~.~.W-AA~'>l-41-'f..·-&-·lilG-R!l'-•&-~AV:E-~~-)-.M.T.A.\l.I-A-~GENJbSEi:--·--

0 9 I 2 6/2 0 11 -w-· MA rN" "ST1'SR 5 ·-&-·f1~t;t"I"Nl'5l!:R'" 2\VE-"·fiA."T/W"IA-·tmNES'EE"

10 /15/2 0 11 +H&·-W-MA·I-N-· .. ST ... R& .. ·HRI·VE-!'f,~&- .. ,W ... MA'fN~&T··R&"-{..SR·-5·)-BNI'A·V.f.A--GENBSBE

10/24/2011 '419 W MAIN ST LOT & SR 5 BATAVIA GENESEE

11/0 5/2 0 12 S-tt--S-·~~-.. ··--"W-MkiN--·9'!'-&-!tR-9-8-~-..eA-K-81£1--B>M:A.Vt-A-·6BNSSE-El--·~~ -·--

'-00368-12 1110312012 r204 W MAIN ST PLOT & SR5 BATAVIA GENESEE

'- 0 0 3 6 9 -12 11/ 0 3/2 0 12 8-R-5-·- w-M-ATN-9'1'--&-'l'HeMi\£!-'A:Y'B--- "M:-A-6ENESiffi-

'-00374-ll 11102/2011 ""401 W MAIN ST PARKING LOT & RIVER ST (CS) BATAVIA GENESEE

'-00379-12 1.1/09/2012 /390 W MAIN ST PARKING LOT & SR 5 BATAVIA GENESEE

'-00387-12 11/18/2012 /419 W MAIN ST PARKING LOT & SR S BATAVIA GENESEE

•-00390-12 11119/2012 r 390 W MAIN ST PARKING LOT & SR 5 BATAVIA GENESEE

,_ 00 4. 0 7-11 11 I 2 6 I 2 011 SR-S-··-···W· .. MA·f.N "'·Sif .. ·&--·BE'rhhl:-NGER-A¥&--f€6t-BPr-'HW-1-A-SE-N-e&E-Fr-----

'- 00 41 7 - 11 12/ 0 4 /2 0 11 -41J B--.W· .. MAI-N···S·T-· RD ... (. P-·10T·} ... & -w .. ·NAJN-S..!Jl-· -RE>·-+SR-§-)-BAIJ1A:V·M·· 6JiiNE-B1!7E--­

•-00420-11 12/06/2011 ~390 W MAIN ST LOT & SR 5 BATAVIA GENESEE

•-00429-11 12/15/2011 ~&-~.(;;fYJ:1T 8\1! (SR §:ill l<ll\TA:V..,I,A..~Nii:S~~

·-00 4 3 2 -·11 12/17 /2 0 11 "O'l'"'MitfN·~3'r~-tsR"''5")~-&·-oA:K""'S'f-(·SR··~s--r-"B'ATAVf'ft-'ffli':~l!}-·--­

,- 00 4 3 4-11 12/19/2 0 11 ...W-MAJ:~!l!-(.8R-4t·--&-tEWJ.S·'t'.@N-RQ-~R,.....t}~)-·-G&NES&E--!!i---­

·-00438-ll 12/24/2011 /390 W MAIN ST P-LOT & W MAIN ST (SR 5) BATAVIA GENESEE

·-00 4 3 9-11 12/2 4 /2 0 11 #-~-5'f'-f-s-R--5~P-S-f:.~"l'ftA:~~ 6lf) BA:'PAY~E!NBS BB

- 00 4 4 iJ 11 12/2 8/2 0 11 ;t.N .... .£.:J:'.-- S-R-··fl·)-·& ... ELLl-.GO:I'-T-..S!l'-.-{SR-~.)~ . ..BA:CAVl.P..-Gli.:NESEE-

-00445-11 12/26/2011 W MAIN ST (SR 5) & REDFIELD PKWY (CS} BATAVIA GENESEE

-0044 6-11 12/29/2011 "W MAIN ST (SR 5) & WOODROW RD (CS) BATAVIA GENESEE

-00448-11 12/29/2011' W MAIN ST (SRS) & NORTH LYON ST BATAVIA GENESEE

-00459-13 12/13/2013 ~PARKING LOT 390 W MAIN ST & SRS BATAVIA GENESEE

Total Records Matching Criteri:~. 91 I 55· /1c'(·idfwf.s be·hNeen Lewt~ frn., R~cl J. 04k.. S·lreet 1 lfa: iden'fs /n ·the te•~e-.-r9t·to Red{ieicl Pk:.wy ct rfe.~

CITY OF BAT A VIA APPLICATION TO THE ZONING BOARD OF APPEALS

Application No.: ______ _ Hearing Dateffimc: _____ _

APPLICANT: locl,,~ Gro,p {c~-:\ Name

:P,r:sM ·. IC.\r Fiat•yJ K£\o\c.y e ;ocluvlc"·'Of"''""· E-Mail Addres

STATUS:

OWNER:

I 0 ffO J;hth.C,.t:cl Vt ,.\or Str~et Address

Pt~erh. Cit;

Owner

Name

~,AAJ. S"!S:• &.f$'1• 'S'.JI ,S"YS· .1"17• ~lt Phone Fax

AI"/ State

.1L Agent for Owner Contractor

E-Mail Address

"t (U • f' 0, U~:.s,>t /"'1,.\A .!)'\ru,\ Street Address Phone Fax

City State Zip

Applicant must be p•·esent at tht' heaa·ing date. llnilure to do !!o wW rt-su!t in the application being discardl:'d. It is thl:' •·esponslbllir,· nr the appUcant to pre~;ent ~~~·idencl.' sufnclcnt to satisfy the l..oning Hoard of ;\ppeals that the heru•llt of th~ 11pplicunt d(Jt's nut outm·i~h tht' health, safety, mm•als, autheticsand genl.'l·:!l welfaa·e of tht- community oa· nt>lghhm·hnod.

Date

(R.<{•r Th Pr:orcdy 0•41\cfS A•t\¥a•iz:.u\~<» Lei(r) Owner's Signature Date

TAX PARCEL:

TYPE OF APPEAL:

To be Filled out by Zoning Officer

ZONING DISTRICT: __ _ FLOOD PLAIN: __

Area Variance Usc Variance

_ lnlcrprctation _Decision of Planning Committee

FEE: _ $50 (Qnc or Two Family Usc) _ $100 (All other Uses)

Provision(s) of the Zoning Ortlinunce Appetlled: -------------------·---

Criteria to Support Area Variance

In making its determination, the zoning Board of Appeals shall take into consideration the benefit to the applicant if the variance is granted, as weighed against the detriment to the health, safety, moral, aesthetics and welfare of the neighborhood or community. The Zoning Board of Appeals shall consider the following test, as per §81-b of the General City Law when making its determination:

Explain how the proposal conforms to EACH of the following requirements:

1. Undesirable Change in neighborhood Character. The granting of the variance will not produce an undesirable change in the neighborhood or a detriment to nearby properties.

Rc..fcr To A.Qce.&bel .:h'-S'r\pho"

2. Alternative Cure Sought. There are no other means feasible for the applicant to pursue that would result in the difficulty being avoided or remedied, other than the granting of the area variance. [t,£~~· To Alfoc huJ Dt.s.q·'• p=lln"'

3. Substantiality. The requested area variance is not substantial. ~.Gr To Aftu.c.Lv,),

Dc~c t' r\'o"

4, Adverse Effect or Impact. The requested variance will not have an adverse effect or impact on the physical or environmental condition in the neighborhood or community.

R.e(u= To Ail Nw.l l:H..s.cs-'~\0"

5. Not Self-Created. The alleged difficulty existed at the time of the enactment of the provi­sion or was created by natural force or governmental action, and was not the result of any action by the owner or the predecessors in title. Rcfc~ T 0 Atl"'hJ i),_.uciFo"

Applicant's Signature Date

SCHEDULE "B''

FORM OF PROPERTY OWNER AlJTHORIZATION

STATE OF NEW YORK) COUNTY OF MONROE) ss:

The undersigned certifies that it is the sole owner of the property at 401-409 West Main Street, Tax Account No. 084.005-2-7.00 l in the City of Batavia, Gene.<;ee County, New York. being the subject of the Purchase Contract ("Contract") dated January 9, 2014 between Five

'Star'tlari.k (''Seller"}; ana Goonjit Melita, as agent for an existing entity or to be formed ("Buyer"). We hereby authorize the Buyer, and its agents, contractors, engineers, architects, counsel, consultants and/or employees, to apply on our behalf to all rel_evant governmental or other entities for any licenses, pennits, certifications and/o1· approvals associated with Buyer's commercial development of and use of the portion of the property subject to such Contract, indudlilg'Out not limited to, any subdivision approval and/or re?.oning.

Sworn and subscribed before me this 1.3 day of JantuMJ .n 20J!/.

~

~~

Page24of 24

Detailed Description of Request:

As per the Zoning Code for the City of Batavia, four (4) parking spaces are required for every one­hundred (1 00) square feet of principal building area for drive-in restaurants. The proposed Dunkin Donuts Structure will be approximately 1, 700 square feet of floor area. Therefore; as per the zoning code, the proposed site would need to have sixty-eight ( 68) parking spaces.

Our applicant, Indus Group, requests that the parking requirements for the proposed site be as follows: four ( 4) parking spaces for every one-hundred (1 00) square feet of customer floor area with the addition of four ( 4) parking spaces for the necessary employees on site. This request would also fall in line with typical Dunkin Donuts brand standard which require each site to have 24-30 parking spaces provided.

The proposed structure will have approximately six-hundred (600) square feet of customer floor area which would equate to twenty-four (24) parking spaces. In addition to the necessary four (4) parking spaces for employees the proposed site would then need to have twenty-eight (28) parking spaces total which is the number of proposed parking spaces shown on the attached Site Plans.

Criteria to Support Area Variance:

1. The proposed request for a parking variance will not undesirably change the character of the neighborhood.

2. Alternative cures were sought but no possible remedies could be found to meet the zoning criteria of the City. While several additional parking spaces could be added, it would be preferred that the site maintain the number of proposed parking spaces which would meet the needs of the site while minimizing the amount of impervious area thus creating minimal impact to the site.

3. The request of this variance is to minimize a substantial amount of parking. 4. As stated above, this request would lead to minimizing the amount of impervious area on site

which would minimize the impact on site. 5. Although the proposed variance is self created, the interpretation of the code does not reflect the

need of the site and/or of the building use and that of its patrons frequenting the site. The proposed site plan more closely reflects the requirements set forth within the City of Batavia Zoning Code 190-39 Subsection A(3)(a)[27] "Restaurant: one space per 100 square feet of leasable area." which would equate to 17 parking spaces being proposed on site.

2060 Nine Mile Point Road Suite 310 Penfield New York 14526-1749 Ph 585.281.9897

Chapter 190. ZONING

Article IX. Supplementary Regulations

§ 190-39. Parking requirements. [Amended 2-22-1982; 8-14-2ooo]

City of Batavia, NY Friday, March 14, 2014

For every building or structure erected, altered, or extended after the enactment of this chapter there shall be provided parking facilities of vehicle storage as set forth below. As defined in this chapter an off-street parking space shall measure no less than eight feet in width and 19 feet in depth and include sufficient space for aisles and maneuverability. A. Off-street parking.

(1) Purpose: The City finds that large and highly visible parking areas represent one of the most objectionable aspects of commercial development. Such parking lots may damage the historic layout and architectural fabric of historic areas, harm the natural environment and visual character of the community, interfere with pedestrian safety and accessibility and reduce the quality of life in developed areas, as measured by the

City's Visual Preference Survey ™. However, the City also recognizes that inadequate parking can diminish quality of life by creating traffic congestion, safety hazards and inconvenience. The City therefore seeks to balance the need for adequate parking with the need to minimize harm resulting from the provision of parking and to avoid the negative impacts of excessive parking requirements.

(2) Residential and related uses. Minimum parking spaces required for residential and related uses: (a) For single family or two-family dwelling: two spaces per dwelling unit. (b) For multifamily dwellings, large-scale multifamily and high-rise apartments: 11/2

spaces per dwelling unit. (c) Home occupation in a dwelling: one space for each 400 square feet devoted to

such home occupation, plus the required spaces per dwelling unit. (d) These requirements may be reduced for dwelling units with less than 1,000 square

feet of floor space, senior citizen housing, mixed-use development or other appropriate circumstances if the Planning and Development Committee determines that such reductions are warranted.

(3) Nonresidential uses. The number and layout of parking spaces for nonresidential uses shall be based on the need to protect public safety and convenience while minimizing harm to the character of the community and to environmental, historic and scenic resources. Since businesses vary widely in their need for off-street parking, it is most appropriate to establish parking requirements based on the specific operational characteristics of the proposed uses. The provisional parking standards in Subsection A(3)(a) below may be varied by the Planning and Development Committee according to the criteria in subsection A(3)(b). (a) Provisional parking standards.

l I J t-Il L E)ctllt:l J VI IIIU:;,t:UIII; VI It: ::>fJctLt: f-11::1 4VV :;,ljUctl t: I t:t:L VI IIVVI ctl t:ct fJIU::> VI It:

space per two employees.

[2] Auditorium, movie theater or other places of public assembly: one space for each two employees and five seats.

[3] Auto rental: one space per 250 square feet of sales floor area plus one space per company vehicle.

[ 4] Auto repair: one space per 200 square feet of sales floor area plus one space per 6oo square feet of service floor area, plus one space per company vehicle.

[5] Auto sales: one space per 200 square feet of enclosed sales floor area, plus one space per 6oo square feet of service floor area, plus one space per company vehicle.

[6] Bakery: one space per 200 square feet of sales plus one space per two employees.

[7] Bank (with drive-in and walk-in facilities): one space for each 100 square feet of floor area for customers plus one space for each 250 square feet devoted to office use.

[8] Barbershop/beauty parlor: one space per 200 square feet plus one space per two employees.

[9] Boarding- or rooming house: one space for each bedroom. [10] Bowling alley: five spaces for each lane of the bowling alley. [11] Car wash: one space per bay plus one space per two employees [12] Church, synagogue or other place of worship: one space per eight seats. [13] Clubs and lodges: one space per four seats plus one space per two employees. [14] Convalescent center or nursing home: one space per two beds plus one space

per two employees. [15] Convenience store: one space per 200 square feet of sales floor area, plus

one space per two employees. [16] Day-care center: two spaces plus one space for each employee. [17] Funeral home: one space per four seats, plus one space per two employees,

plus one reserved space for each hearse or company vehicle. [18] Furniture store: one space per 400 square feet of sales floor area. [19] Gas station: five spaces per facility or, if the station's floor area is primarily

devoted to convenience store items, then one space per 200 square feet of floor area.

[20] Hospital: one space per two beds plus one space pertwo employees. [21] Hotel, motel or bed-and-breakfast: one parking space per guest room plus one

parking space per four employees. [22] Library: one space per 300 square feet of floor area. [23] Manufacturing/industrial: one space per two employees, plus one space per

company vehicle. [24] Night club: one space per four seats. [25] Office (not including medical or dental offices): one space per 300 square

r-----. feet of professional office floor area. > -- ''\ [26] Office, medical/dental: one space per 200 square feet of building area. ( ~;/- ) [27] Restaurant: one space per 100 square feet of leasable area. ',, ____ y [28] Retail store: one space per 300 square feet of sales floor area plus one space

per two employees. [29] School, elementary: one space per employee plus two spaces per classroom. [30] School, high school: five spaces for each classroom. l~1l ShonninP" rPntPr· onP snCJrP nPr ?C:O smJr~rP fppt of P"rosc; IP::ls::lhiP ::1rP::1

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SITE PLAN DRAWINGS FOR

CITY OF BATAVIA DUNKIN DONUTS 401-409 WEST MAIN STREET

CITY OF BATAVIA, COUNTY OF GENESEE, STATE OF NEW YORK

STANDARD ABBREVIATIONS

""' ASPHALT "" BOTTOM OF CURB

SOlTOM OF' OPENING CORRUGATED ALUMINUM PIPE

"' CATCH BASIN ..., CAST IRON' PIPE = CORRUGATED METAL P:PE -c: COULD NOT fiNO

CONCRETE CONCRETE PIPE

- CORRIJGAT£0 STEEL PIPE CULVERT

.., DUCTILE IRON PlPE • DIAMETER

DRAINAGE MANHOLE "' DRAiNAGE STRUCTURE

DRAWINGS u EACH

EXTR£ME HIGH WAT£R .., ELEVATION "" £H.VAT10N .. EXTREME LOW WATER "' ENO SECTION

VIR£ PROTECTION ~ GAS

HIGH OENSilY POLYETHYLENE PIPE HEAOWALL

"" IJM:RT IRON PIN OR IRON PIPE

""' UNEAR FOOT (f'£0) UGHr POLE YAXIMUM

"" IM!LBOX

"" MlN

""" •oN N&W 00 OG OHW OLW 0/H PAVT PVC RCP R RIM RR RW Sf SHLDR S/CPP ST SlY sw SWPPP TC TC TYP UMH V/G VCP ws ww W/

MANHOLE ""' MINIMUM

MEAN HIGH WATER • MONUMENT

NAil AND WASHER - OUTER OV\METER = ORIGINAL GROUND

OROINAAY HIGH WATER • ORDINARY lOW WATER

OVERHEAD PAVEMENT POLYVINYL CHLORIDE PIPE

"" REINFORCED CONCRETE PIPE RADIUS R!M OF DRAINAGE STRUCTURE

"" RAILROAD RITAJNING WALt

• SQUARE FOOT (FEET) SHOULOER

= SMOOlH lm£RIOR CORRUGATED PIPE STREET STORY SIDEWALK STORMWAT£R POLLUTION PREVENTION PLAN TOCH OF CURB TOP Of GRATE TYPICAL

2060 Fairport Nine Mile Point Road Suite 310 Penfield, NY 14526 Phone: 585.281.9897 Web Site: fitzgeraldengineering.net

-----. 630

---·-~

-~---

UNE LEGEND

PROPERTY BOUNDARY liNE -~,----- SANITARY SEWER MAIN

PROPOSED CONTOUR UNE " SANITARY l.ATERAL

EXISTING CONTOUR liNE __ , ______

STORM SEWER MAIN

OVERHEAD WJRES -~Dl--·- ·--- STORM SEWER lATERAL

UNDtf«'.lROUND UTIUTIES ' - CAS IJA!N

WATER MAIN "' - GAS SERVlCE

WAlt:R SEfMCE ~·--.:r--rr- t1LTER FABRIC

ORE SERVICE O...A..AAA.Jdl...J..,AA.\.AJ VEGETATION

UNE STYLES

----- FfATURE TO BE REMOVEO (FAOEI> UNE WEIGHT)

EXISTING FEATURE (LIGHT LINE W£1GHT) =- UNKNOWN MA.,.HOLE

UNDERGROUND \IITRinED CLAY PIPE WATER SERviCE WING WALL

--·----- PROPOSEO FEATURE (HEAVY UN£ WOCHT)

""' WITH TABLE OF CONTENTS:

1. 2. 3. 4. 5. 6. 7. B. 9. 10. 11. 12.

DUNKIN' DONUTS

EXISTING CONDITIONS MAP SUBDIVISION PLAT SITE PREPARATION PLAN SITE PLAN UTILITY PLAN GRADING/E&SC PLAN LANDSCAPE PLAN LIGHTING PLAN DETAIL SHEET (SITE) DETAIL SHEET (UTILITIES) DETAIL SHEET (E&SC/LANSCAPE) DETAIL SHEET (SIGNAGE)

CITY OF BATAVIA

LOCATION MAP

~

0 .. .. ®

6 ©

0

•

SYMBOL LEGEND

SIGN @ STORM MANHOLE

VT!UTY POL£ 1111 CATCH BASIN

CURB BOX A TREE TO BE REMOVED

FLOW ARROW 0 TREE PROii::CTION

WATER VALVE • CONIFEROUS TREE

FlRE HYORANT 0 OECIOUOUS 1R££

GAS VN..VE ~ BORING PIT LOCATION

SANITARY MANHOLE * LIGHT POLE

SANITARY ClEANOUT v STON£ CHECK DAM t;

LEGEND LINETYPES

PROPERTY OOUI.IDARY UN(

P-ROPOSED CONTOUR

EXISTING CONTOUR

0\/'(RHEAD WIRES

UNDERGROUND UTILITiES

WATER I.WN

--.,~- WATER SERVICE

SANfTAAY SEWER

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EXISTING fEATURE (UGHT UNE WEIGHT)

f'ROPOS£0 ft:ATURE (HEAVY Ur.tE WEIGHT)

GENERAL NOTES:

SIGN

FlOW AAROW

llTILHY POLE

CURB BOX

WATER VALVE:

HYDRANT

SANITARY MANHOLE

SANITARY Cit:A~ OUT

GAS YAJ...VE

STORM MAJ\HOLE

SlORM CATCH BASIN

1. BASE MAPPiNG - BASE MAPPING B£'f0NO THE CONTRACT UMITS IS A COMBINATION OF MAPPING FROM FlE:LO SURVEY DATA. PHOTOGRAPHIC !MAGES AND RECORD MAPPING, THUS, NO WARRANTY IS HERESY EXTENDED AS TO THE ACTUAL/ACCURATE LOCATION Of ANY ITEMS SHOWN OUTSIDE THE PROJECT LIMITS.

2, UTILITY MAPPING tHE EXIS11NG UNOERGROUNO UTIUTTES WERE PLOffiO BASED ON R£CORD MAPPING SUPPUE() BY OTH£RS. THE ENGINEER MAKES NO WARRANTY AS TO THE LOCATION, S!ZE. TYPE, ELEVATlON, ANO/OR NUMBER OF' EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE fOR DO£RMIN NG THE HORIZONTAL AND VERTICAl LOCAllON OF UTILITIES IIi THE VlCINfTY Of THE NEW CONSTRUCTION.

3. UTILITY STAKEOUT lrlE CONTRACTOR SHALL NOTIFY OIG SAFELY NEW YORK (1-600-962-7962} fOR A IJTILilY STAKEOUT 48 HOURS IN ADVANCE Of COMMENCING WORK. STAKEOUT OF PRI\IATE UTILITIES SHALL BE COOROINAT£0 WITH THE OWNER.

4. PROPERTY PROT£CT!ON THE CONTRACTOR IS RESPONSIBLE: FOR OAW\G£ TO EXISTING PAV£MENT, CURBS, WALKS, LAWNS, TREES, ETC. CAUSEO BY THEIR CONS1RUCTION OPERATION~L AU I)A\1ACE SHALL BE' REPAIRED OR R(PlACEO BY TH£ CONTRACTOR TO THE OWNERS SATISFACTION AT NO ADDITIONAL EXPENSE

5. ACCESS - THE CONTRACTOR SHALL PROVIDE SATiSFACTORY VEHICULAR ACCESS TO ALL ADJOINING PROPE:Rn£:S, PRIVATE ROAOWA'I'S, f>ARKlNG FACIUTIES, AND PUBUC STREETS DURING CONSTRUCTION.

6. SITE SAfETY - PRIOR TO AND THROUGHOUT CONSTRUCTION, THE CONTRACTOR SHALL POST SIGNAGE IN CONFORMANCE WITH THE REQUIREMENTS OF THE lOCAL MUNICIPIILITY AND

g~c~~?c~ ~~T~~~gN;:~ "'g1 }~~~~CT~~TY AND t.WNTENANCE AND PROTECnON

1. EXCAVATIONS - AU .. E:XCA.VATIONS SHALL BE BACKF1LLE0/8ARRICADEO TO THE SATISFACTION OF THE OWNERS REPRESENTATI\f£ AT THE: CONCLUSION OF EACH WORKING DAY.

8. MAiNTENANCE - PUBUC STRffTS, PRIVATE DRIVES AND PARKING FACIUTlES SHALL BE KEPT FREE Of fOREIGN MAT£RIALS. ALL AREAS SHALL BE SWEPT ClEAN AT THE ENO OF EACH WORKING DAY AND/OR A$ DIRECTED BY TH£ OWNERS ON-SIT€: REPRESENTATIVE.

9. PERMIT(S} - PRJOR TO CONSTRUCTION, THE CONTRACTOR SHALL COORDINATE Wlm THE OWNER'S REPRESENTATIVE TO REVIEW PERMITS RECEM:O TO DATE, AND TO IDENTIFY PERMITS SliU. NEEDED, AT WHICH TIME THE CONTRACTOR SHALL OBTAIN THE NECtSSARY PERMITS fROM THE APPLICABLE MUNICIPALITY OR AGENCY. UNLESS SPEClFlEO OTHERWISE, THE OWNER lS RESPONSIBLE FOR PERMIT FEES.

1Q_ PROJECT - THE CONSTRUCTION STAKEOUT SHALl BE PERFORMED BY A LICENSED LAND SUfM:YOR USING CONTROL PROVIDED ON THE: •siTE DRAWINGS•. OlSCR£PANCIES SHALL BE REPORTED TO THE DESIGN £NGINEER (PRIOR TO THE lNSTAUATlON OF IMPROvEMEiflS) FOR CLAR!FlCATION.

11, SITE PREPARATION ClEARING AND GRUBBING SHALL BE UMITED TO THE SliE BOUNDARIES OR WITHIN THE •GRADING UYITS,. AS DEFINED ON THE PLAN. TREES AND OBJECTS DESIGNATED FOR REMOVAL SHALL BE COORDINATED ANO fiELD VERifiED WITH OWNER'S REPRESENTATIVE. ALL MATERIALS SHALL BE LEGALLY DISPOSED Of OFF-SITE OR RETURNED TO OWNERS /IS DIRECTED BY OWNER. THER£ SHALL BE NO ON-SIT£ BURIAL Of TRE£S OR STUMPS. CHIPPING FOR RE-USE ON SITE IS PERMITTED.

12., UTiliTY COORQINATlON THE CONTRACTOR SI-W.L COOROINATE INSTAllATION OF UTILilY WORK Wm1 OTHER SITE UT!Um:s (1.£. ELECTRIC, WATER, ANO COMMUNICATIONS) TO AVOIO POTENTIAL INSTALlATION CONfliCTS.

1.3. WATER- WAT£R SERVICE UNES (LATER<\LS.) SHALL BE CONSTRUCTED IN ACCORDANCE WHH THE REGUlATIONS AND SPECWlCA.TIONS OF THE MONROE COUNTY WATER AUTHORITY.

\4. PROJECT ClOSE-OUT THE CONTRACTOR'S WORK SCOPE INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING AT PROJECT CLOSE-OUT TO SATISFACTION OF OWN£R'S ON-SITE REPRESENTATIVE:

REMOVAL Of AN'!' CONSTRUCTION DEBRIS. CLEANING PAVEMENT AND WALKWAY SURFACES. RESTORATION Of ALL DISTURBED CRASS AND lANDSCAPED AREAS RESTORATION/ClEANING OF ALL PERMANENT STORM WATER PRACTICES AS SHOWN ON PLANS" REMOVAL OF ALL TEMPORARY, STORMWATE.R DEVlCE:S ANO RESTORATION OF THE. SURROUNDING AREAS. PROVIDING RECORDS DRAWING AS REQUIRED BY OWNER, MUN!C!PA.UlY, AND/OR AGENCIES COMPLETION Of FlNAL PUNCH LIST ITEMS.

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SITE STATISTICS

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flY£ STAR BANK

401 ·400 WtST WAIN Slft£ET

1.654± AC TO R(tW, UN£

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LANDSCAPE NOTES I' M1:~ ~[ J?,JlE ~.~W!r[ o'k0 ~lo ~rt'N13~~~Jh:tfnf ASCON1f&~M1J0J[EatfiS~o~N JrE

THe AMER<CNI STANVAAO fOR NURSERY STOCK OY Tli£ AMERICAN ASS~ilOf.f Of HUPSUffl.IEN, ANSI 60 1

:t AU. PLANTS ARE TO BE CONTAiNER GRQWN <lR FRESHLY [llJC AND BAil.£0 AND 8tJRI.A?P£:Q.

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7. TOPSOIL MINIMUM DEPlH FOR lAWN AAtA$ IS 6'. TOPSOIL MINI!.IUt.l DEPTH fOR PIAI'mtiD BEDS IS 18'.

8. M.l MON-OEGR/.lMBt£ BURlAP OR CONTAINERS ARE TO BE R(MO\IEO FRO~ Pl.A'flS PRIOR TO PJ.ANTlNG. A ~U~N~f J() ~[M~~ BuRlAP IS 10 BE REJdOVED. WlR£ SASKru AAE 10 BE CUT AID AT

9. :WaKCO~~g~ri~~G c8~11JijE~Etf? ~~~~ fJll ~tiT~ ~~E~to~L»mNG. PWITS HAVING lO. PLANTS AA£ TO BE PlANTED STAAIG'HT AND ORIENTE::O fOR BEST API'tt>.RANCE PRIOR TO BACKflll..lliG PlANTING

KOlES.

II. ~i!fo~~J~J~ ~~~ER8~~~lb·~~{ ~~N6SoftJ'1 ~&~AN&~b~O

12. ~~~~~1 cg;"j!-_~.\J~~HAiL ~~l~G~~· 1• 10 1-1/2~ 1\YERAGE SIZE, TO 8£ ~PPU:o AND INSTAUEO TO

1 J, P~J.t.DfbNis-PrkYp~ tw~ ~t prom~r~E~GAA"88~o $~H~tA5~J~ml .40Jl1m' rfir ~~ml~TltLm?NG

THE R£T£Nl'H)N POND PI..ANTINGS EIEOS.

t4. lREtS ARE TO BE STAKED AT THE TIIJE Of PI.AATINC. STAKts AND WIRE$ ARE 1"0 6E REMOVE!) frf THE Ct">NTRACTOR BY lHE £N!) Of THE GIJAfW.ITE:£ PEIOOD.

IS. :~IGA~OfAA~~Eu~f~~JA\rW~~R~U1AC~~C£. tH&vftf*lJ{~l§~e:~sf~~&i.,tC£8~l_E GRASS COVERAGE lS COJ.IPL£f£

'fEMPOBARY SEED l!JX· 1, THE TDo\PORMrf SEED SK6.Ll Elt ANNliA.t RYE APf'UEO AT THE RAT£ OF 40 LBS. PER ACRE.

PERJ.IANENT SEED NIX·

1. ~w.NENT SEEO MIX. SHALL BE APPUEO AT TH£ RAT£ OF 40 LaS. PER ACRE, OR J.S RECO!.fl.IEN0£1) BY THE CQNTRACroR'S LANOSCAPINO SUBCO.NTAACTOR, AND SHAll. ct)NSIST OF P£1=!:£NNW- 1m GRASS (35X), KENTUCKY OLVECRASS (20~). CHf.WINGS REO FESCUE {2SX), ANNUAL RYt GRASS (20X).

2. SW"Al!S Stw..l. BE SEIDEO WITH TALl FESCUE (20"). KOOOCKY EltUECAASS (lOX}, ANNUAL RYE OMSS (30%), AVO P£RENNIAL RY£ OAASS (20:t;),

I. AfTER SEEDING, EA-:iH AAE'A SHAll B£ MULCHED WITH Z TONS PER ACR£ OR l 8AI..ES PfR 1000 SQUARE fEET OF STRAW.

2 AU. SLOPES GREAT£R TWN JH:W SHAll HAVE JUT£ !.k'""SH OR OTKER APPROVEO Ul1JAL EROSION CONTROL FABRIC APPU(f.l.

J IN ORD£R TO OBTAIN TO.IPORARY STABJUZAT!ON. STATIJS, MutCH S~L OC TACKED INTO PlAJ;£ GY A DISK Wmi Bt.AOE'5 S£T NEARI.Y SllWGHT OR AN APPf(OVU! EOVAL 1.4EJHOO OR PRQOUCT S!«U. at:: OSEO

4. KYOROSEEOINC SHALL NOT BE CONSIOER£0 A !.1£M.l$ FOR PROVIO!NO TEMPOAARV STASIUZATION.

-------------~ -----

CL[ANOUT @

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luminaire Schedule Project: DUNKIN

Symbol Qty label Description UF

C3---EJ 2 A VA2-LED240/740-T4-F-D180-DBR-EDP-PH-U NV 0.900

-EJ 3 B VA2-LED240/740-T4-F-5-DBR-EDP-PH-UNV 0.900

-EJ 1 c 1 VA2-LED240/740-T2H5-F-5-DBR-EDP-PH-UNV 0.900

calculation Summary Label ca!cType Avg Max Min Avg/Min Max/Min 51TE@GRADE Illuminance 4.00 25.3 o.o N.A. N.A.

PARKING LOT & DRIVE LANES Illuminance 5.38 25.3 0.5 10.76 50.60

WEST MAIN STREET

1 STORY BUILDING

"81\RREn'S"

( N.Y.S. ROUTE #5 & 63- 99.00' WIDE R.O.W.)

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1:.;• TO ·l·f~l-1 • CURS

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SPEAKER STANO fURNISHED 81' TACO BEll / INSTALLED 8Y

G~C.

£LECT1f,C ~ DRIVE-THRU CONDUITS ( 1" OVI.) fROM SUILOIHG

1/2• x 18~ LG ANCHOR OOLTS SY TACO BEli/lNST. BY G.C

18-xl8-J<35• Mill. OP. t:ONC

~h~~:oc%0~~ ~~~~~oo 9~ PRESSURE}

FRONT ELEVATION

SPEAKER POST DETAIL N."f.S.

5"

LOOf> SUPPO!ff (li'P .}

CONC. BASE - f'-$• ~o: 1' -a~ ~o: J' -o· ruJSH

W/TOP Of C:IJRB

2 f/2~ PROJECTION

'-nECTR!C & DRIVE-THRU CONUVIlS (1" O:A.) fROM BUIJ.DUIJG

l/2• ;( 18" lG ANCHOR BOLTS 8V TACQ SEll / !NST. BY ttC.

18"x18":d6" MIN. OP. CONC FOliNO, (NOTE: OEPlH I) DrPENOENT ON SOIL SEARING PRESSURE)

DETECTION /SPEAKER POST DETAIL

N.T.S.

SQilJT CLEARANCE SIGN H.T.S.

2 '-ov ~~H or room~:; IS 4" D£P(NDENl" ON SOIL 4'-o"fi.

r---,-1--=j"· F--. BfARINO PRESSURE

e 15" TO ·~-tc_.;.-- CURB

3/4"' CONDOO

a&£

DRIVE THRU MENU BOARD

PREFAB MAGN£TIC lCOP 309 (SUPPUED 8Y TACO BELL/INSTALLED

BY G.C.)

DETECTION /SPEAKER ISOMETRIC.

N.T.S.

P!,AC£ NO PAR!ONC SIGN

STRIPE$ TO BE 6- APART

STRIPES TO BE 4• W10C

EOG£ OF ASPHALT CONC PAV[1.!ENT OR fAt£ CURB

lYP. PA!tm:O

STAll~N~ EO

HANDICAP PARKING SPACE DETAIL N.T.S..

= 1 SEE SlJt PlAN fOR PARKWG STALL ANO AISI.£ DIMENSIONS 2. 1 OUT OF EVERY 6 HANDiCAP SPACTS SHALt BE VAN ACCESSIBLE

5' MIN. WIDTH (SE£ PlANS)

PARALLEL SIDEWALK RAMP DETAIL N.lS.

= 1. St:E SITE PlANS FOR SCORING PATIERN. INSTALL E.lCPANSJON JOINts AT NO MORE THAN 25' SPACING

4" SCHEDULE 40 GAI..V;\Nil£1) STEEL PIPE

FlllEO w I CQNCf'!TfE

ASPHAlT ~...J-_c.;c;z···-·· SECTION

.;.• SCH£0UU.: 40 GAlVANIZED STEEl Pl~'E

FillED W/ CONCRill

PAV~Eml_

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SIGN SHN..L BE STAINLESS ST££L TYPE Jt'4 W!Tli STA.tNLESS STtEL BOLTS CONNECTED TO HOT Olf'Pto CALVAN!ZEO S!QN POS1 Of SUCH A SIZ( TO RESIST HIGH WiNOS PER NYS UNIFORM f1R£ PROT£CT!IJN 6c 8UilOJNG COOE LOAD STANDARDS. Atl lffiERS, SYJ.tBOLS AND BACK-GROUND Of S!CN fACE SHAll BE Vfflt AP?UEO TO THE STAINLESS STEEL SIGN AS " S.ClF -AI)H(SIV( UNit (l'fPitAL)

ONTRAST!NC CHAAACTIRS &: S'!'MSOLS

LI;.1TtRS AND NUMBERS ON stGH'S S.w..L K\liE A. WIDTH TO HEIGHT RATIO SEn'!'((N J:5 ANO t:1 AMO A STROK£ wtOTH TO HEIGHT RAW 8£TVl[(N 1:5 AND 1:19. UJiUZINO AN UPP£R-C.t.S( ~x· FOR t.4E:ASUREM£Nf

INTERNATIONAl $Yt.!SOL Of ACCESSHJIL!lY

PROiilDE "VAN / ACC£SS16l£" SIGN FOR

\'Ni SPACES Oflt Y Ifc HANDICAP PARKING SIGN DETAIL

N.T.S.

CONCRETE CURB DETAIL I'U,S.

4'-0"

ltQ.W um~

DRIVE THRU CURB & BOLLARD SECTION @ BUILDING DRIVE THRU CURB & BOLLARD SECTION

N"T.S. N.T.S.

MATCH RAMp W!QlH .. ~ 1.6" - VI~ 0.0677

QQM£ SECJ!ON QEIA!l

DETECTABLE WARNING PLACEMENT DETAIL N.T"S.

SUSCRAD£

TYPICAL ASPHALT PAVEMENT AND BOXOUT SECTION

N.T.S.

CONCRETE PAVEMENT SECTION

1'-0" fOR NEW CONSTRUCTION. REPlACE (XISJ~NG WALK AT £X!SflNG OffSET

(N.U.}

~~J~l ~A~/J'::ovm COMPOUND

- 6 .. NYSDOT S£CTION 30" l"'IP£ 2 SUBBASE COORS£ W AT COMMfRCIAl ORl\'EWAYS)

~NCRETE SHAll COMPlY W;TH NYSOOT CLASS 0, Al!l: ENTRA!NEO W!ni F1B£:R RE:t.!FORCE:MEJtT. WNIM\JM CONCRETE STRENGTH SW.U. &E 4500 PSI AT 28 DA'r'S..

2. ~B~BROUS~~CON<;;~R~Qt~ J. .. 5.

WJlH RADIUS fl.X>ING TOOL AND SE.AUr..>C COMPOUND.

l!ON 711-01.

PEO TOWAADS ROAD PAVEMENT, BROOM FlN!SH: AND: FINISH £DG£S

THE ANISHED CONGREfE SURFACE S!W.L BE TREATED WffH {2) COld$ APPROVED CURiNG

6. PROVIOE COtrrROl JOI!iT EVERY 5-fE£1' ANO FULL OEP1H EXPANS!O~ .JOtif AT 25-F'EET MAX AHO AT AU. INTERSECTIONS, 1. AU. CONTRQ!. JOINJS $){ALL BE 1/8-INCH MIN, TO 1/4-INCH l!AX. IN ~DT/i AND 1/4 OF THE THICKNESS Of lHE

CONCRETL COUTROL JOI!fTS SHALL Q£ TOOL.£i) (00 SAWCUTS AlLOWED). tt EXPANSION JOINTS SHAll 8E 1/2-INCH PREMOULDEO BITUMIOOUS IMPREGW,TEO FEtT, FULL WIOTH ANI) DEPTH Or

CONCRETE SWl 9 WHER£ SJDEWAI.K AS1JTS WAll OR atJ«.!}!NG, PROY!O£ l/2:-!NCH WIDE PIIEMOUI,DEO BITUMINOliS JOINT FlLI.[R \!liTH

ejf8-!NCH fJ(ty X 1{2-JNCH WID( SELF LE.VEUNG CAULKING SEALANT. 10, CONCRETE S!OEWAlKS ntROOOH All DRIVEWA'fS Srw.J.. 9£ INCREASED TO A 7 -INCH THICKNESS, A,T COt.I~ERCV.L ORNE'S

OWlY, THE SUB~ UAl£R'lA!. SHA.lL ALSO BE INCREASED TO 8-INCH THtci<NES.S, 11. All WORI( SHAll. CON~M TO N>A R£0U\RtJ.tENTS. PROVIOE OCl'£CTABt£ WAR~ING flEW AT INTERSECTIONS A.ND

COMIIE~CIAL. DRIVES • 1:t NO CONCREi£ SHAll BE PI.J,C£0 8EFORE APRIL 20TH, Oft AFTER OCTOB£8 JIST. NO CONCRrn: SHAll 8( PLACED

UN!..£SS THE AMBIENT AIR: SURF"AC.£ ltf.IPEAAWRI! IS ABOV'E -40 DEGREES.

TYPICAL SIDEWALK DETAIL N.T.S.

liENU IJOAAD -fUIUi!SHEO 6'1" TACO

BEll/INSTALLED BY G.C.

DETF.CT~ON/SPt:MCR -f"V/WlSHED 6Y TACO-.. -.--.

8El!./!NSTAl.I..ED BY C,C f

NOTES:

1. CAR 11 & CAR 12 Nit TO HAY£ CLEAR VIEWS l:tf n-lE MEN'JOOARO 2. ANGLE 'A' IS TO 6E EQUAl. TO AtlC:LE 'B'.

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MENU BOARD/SPEAKE~ LAYOUT N.T.S.

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FlNISHEO GRADE

ROCK EXCAVATION

VARIABLE DISTANCE - PROVIDE CLEANOUT IF GREATER THAN 90'

·o~/2

"D"/4-f--\'---~'-->-!L'-'"--'-'-"'-~~

SANITARY SEWER LATERAL DETAIL

0

PAVEMENT

N.T.S. 6w WIDE CONCRETE APRON MINIMUM +---------' THICKNESS 6~ TYPICAL (4) SIDES

(CONCRETE TO BE 4000 PSI MIN)

IN ROCK, BACKFILL PIPE ZONE WJTH SAND

ROCK--'

SELECT GRANULAR FILL

BELOW FOOT£R

TYPICAL CLEANOUT DETAIL N.T.S.

tiQIES;_ 1. TRENCH BACKFill SHAU BE AS REQUIRED BY

THE HICHWA Y OWNER. 2. SELECT FILL SHAU BE SAND. GRAVEL AND

Slt.lll..AR MATERIAL MilCH SHALL BE FREE FROM CLAY, LOAM, ORGANIC MATERIAL. DEBRIS, FROZEN MATERIAL AND SHAlL CONTAIN ONLY SMALL AMOUNTS Of STONE, PEBBLES OR LUMPS OVER ONE INCH IN GRGEATEST DIMENSION, BUT NONE OVER TWO INCHES IN GREATEST DIMENSION.

3. STONE BEDDING SHALL MEAN APPROVED IMPORTED AGGREGATE MEETING THE REQUIREMENTS OF THE N.Y.S.D.O.T., STANDARD SPECIFICATION, JAN. 2, 1985 EDITION, PAGES 7-14, SUBSECTION 703-0201 "CRUSHED STONE", PRIMARY SIZE 1 OR A MIXTURE OF PRIMARY SIZE 1 AND 2.

PIPE DlA. DIM OF "A~ ~B~

4. COARSE AGGREGATE SHALL MEAN APPRO~O IMPORTED AGGREGATE MEETING nlE REQUIREMENTS Of THE N.Y.S.O.O.T., STANDARD SPECIFICATION, JAN. 2, 1985 EOJTION, PAGES 7-14, SUBSECTION 703-0201 ~CRUSHED STONE•, PRIMARY SIZE 3 AND/OR 4.

1.0'

21" TO 36" 1.5'

1.5'

6"

g•

12"

PIPE BEDDING DETAIL N,T,S,

STONE BEDDING

CAULKED JOINT OliTLET OR EOUtvALENT

6" C.l. INLET

rr:=-=:-

#4 BARS /i 2~ COVER MIN. 3· COVER t.1AX.

/ 1-----···--··-·-···-·

AlUMINIZED OR GALVINIZED FRAME & GRATE (NYS DOT ORWG. NO. 655-6 FRAME & GRATE NO. 9)

PLAN

SECTION STANDARD DROP INLET

N.T.S

S[CTION A-A

GREASE TRAP DETAILS: N.T.S.

SEE TYPICAL ASPHALT PAVEI.-1ENT AND BOXOVT SECTION DETAIL

SEE TYPICAL TRENCH DETAIL FOR ALL MEASUREMENTS

SLOPE PARKING LOT SUBGRAOE TO TRENCH

MIRAn 1BON DRAINAGE GEOTEXTILE

12" Ill PERFORATED HOPE PIPE (All STORM LINES)

TYPICAL STORMWATER TRENCH DETAIL

CONCRETE AT 1Y. MIN. TO

INLET

FIELD INLET (4000 PSI MIN)

NOTES:

1) ABOVE TANK AVAILABLE FROio! KISTNER CONCRETE. EQUIVALENT ITEMS MAY BE SUBSTITUTED WITH ENGINEER'S APPROVAL

2) PLUMBING CONTRACTOR SHALL PROVIDE COMPLETE WATER CHARGE OF GREASE TRAP

3) LOCATION OF TANK SHALL BE PER SITE PlAN

1/2"

N.T.S.

IN ROCK, BACKFILL PIP( ZONE WITH SAND

WATER SERVICE

WATER TRENCH DETAIL N.T.S.

ROW OR WATER MAIN EASEMENT UNE

BARE TRACING WIRE TO BE WRAPPED AROUND AND TAPED TO CORPORAOON STOP

NOTES:

SOUO CONCRETE BLOCK (MIN:4·xa"x16")

CURB OOX w/ROD

CURB STOP

1. COPPER SERVICE TO BE USED UNLESS OTHERWISE APPROVED BY MCWA. 2. TRACING WIRE TO BE USED WITH POLYETHYLENE SERVICE ONLY.

SERVICE INSTALLATION (N.T.S.)

VALVE BOX

TYPE 1 CRUSHED STONE FOR WIDTH OF TRENCH AROUND VALVE BOX

=

0 I

in

SOLID CONCRETE BLOCK (MIN:4 "x8nx16")

1. VAt..VE BOX SHALL BE CENTERED ON VAI..VE AND SET ON COMPACTED BACKFILL.

2. VALVE SHALL NOT SUPPORT VALVE BOX.

3. All VAI..VE BODIES SHALL BE EPOXY COATED AND HAVE STAINLESS STEEL

BONNET BOLTS. 4. VALVE SHALL OPEN TO THE RIGHT.

VALVE DETAIL N.T.S.

I· COMMON TRENCH

COMMON UTILITY TRENCH (N.T.S.)

1 WATER SERVICE UNES (LATER.A.LS) SIWJ.. BE CONSmUCTEO IN ACCORDANCE WITH THE REGULATIONS AND SPECIFlCATKJNS OF lHE MONROE COUNTY WA.l(R AUTHOR£TY.

2. WATER SERVICE UNES SHALL HAVE A MINIMUM Of FM FEET OF COVER fROM FlNISHEO GRACE

3. WATER SERVICE UNES SfW.l. BE SEPARATED AT LEAST TEN FEET. MEASURED FROM THE OUTSIDE OF THE PIPES, FROM SEWER MAINS OR SEPTIC SYSTEMS.

4. WATER SERVICE UNES SHAll BE IOENTlflED AS:

LATERAl... IDENTIFICATION SIZE(1) MATERIAL(2} "NPE(.l)

MCWA PORTION • fROM THE WATER WJN TO THE CURB BOX ,. COPPER Tl.IEIU-IG OS

PRNAT£ PORTION "' FROM THE CURB BOX TO THE I.IETER ,. COPPER lUliNG OS

5. THE MCWA PORTION Of ll1E WATER SERVICE LINE SHAlL BE INSTALLED AFTER THE PRIVATE PORTION.

6. METER IN TILE AT STREET FOR ALL RESIDENCES PROPOSED.

PUBLIC WATER SERVICE LINE NOTES

= IMMEDIATELY PRIOR TO THE AIJTHORITY PLACING WATER t.WN tN SERVICE CONTRACTOR SHALL REMOVE All CORPORATIONS ASSOCIATED WITH TEI.IPORARY FACIUTIES (I.E. SAMPUNG TAPS, ETC.) AND REPlACE WITH THREADED BRASS PLUGS.

DISINFECTION /BLOW-OFF /SAMPLING TAP N.T.S.

FROST FREE YARD HYDRANT N.TS

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2. Fl.TER cumt 10 liE fAS!DIIIl -.v l1) W!MJf- rna; IIIIM TD SPACED EVDl't 24• AT TOP N1> liE S(Ct'K)H, FENCE stWJ. BE WOiEH WIR£.,

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SU,T FENCE DETAIL N.T.S.

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FJLTEB FABRIC PROP INLET PBOTECTJQN

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DUMPSTER ENCLOSURE DETAIT$ N.T.S.

TYPICAL SDRUB PLANTING DETAIL N.T.S.

TYPJCAL EVERGREEN TREE PLANTING DETAIL N.T.S.

.TYPI.CAL TREE PLANTING DETAIL N.T.S.

ENCLOSURE DETAIL 3-YRD &; SMAU.ER DUMPSTERS

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C-2 PROJECT NO.

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DRAWING ALTERATION NQTICE: MI'OU.O~IS.WDICERPTFROI<ITH£NfWYOR!(SI'ATfrmJCAOON!.AW

MlTICU: J45. S[CTION 72QilJHl;APPIXS TO THISDf/14'11/NC

"/TIS A '-'WTIOHOF THISUWF()((N/'fPE.RSOH. UNL£SSH£/SAC1/NC UHOCRrHCD/RCCnDNQrAUC£NS£D(NCm!(.ROI11.ANDSURVO'OR.TO

Jli.I'(R N1 11[!11 m »>Y WAY If N1 tn:M 8&JIJNC TH£ SCi'L Of Nl £NGll'lffR OR !)110 _S~..!~v.N._.,.,Tf':[,~• ~~ ---·- -•••••-• M '•"• 1 REVISED AS PER CllY COMMENTS NEW YORK STATE

NO .. ,.... .. ,c- UCENSEO PROFESSIONAL

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Fitzgerald Engineering, PLLC 2060 Fairport Nine Mile Point Road SuiteJIO Penfield, NY 14526 Phone: 585.281.9897 Web Site: fitzgeraldengincering.n1."1:

PR<>JECT

LOCAllON

CITY OF BATAVIA DUNKIN DONUTS

401-409 WEST MAIN STREET BATAVIA, NY

CUEKT INDUS GROUP: 1 080 PITTSFORD VICTOR ROAD PITTSFORD, NY 14534

NOTES:

HATCH LEGEND

ASPHALT TO REMAIN AND TO BE RESURFACED AS NEEDED

ASPHALT PAVEMENT TO BE REMOVED

THIS PROJECT DOES NOT REQUIRE A SWPPP, A FULL EROSION AND SEOII~ENT CONTROL PLANS AND

DETAILS ARE ON SHEET C-6 AND C-11. 2. All C&D MATERW.. SI-W.L BE 1-WJLEO OFF SITE A.~O DISPOSED OF IN m APPRovtD LANDFILL

BURYING OR BURNING OF DEBRIS ON SITE IS NOT PER~ITTEO. THE INTENT OF THE PROJECT SITE WORK IS TO PRit.IARILY MAINTAIN EXISTING PAVEMENT SUBBASE AND SUPPLEIJENT PAVEMENT AS NEEDED TO CONSTRUCT THE PROJECT.

4. DIRECT BURY CABLE .M'D/OR CONDUIT OF LESS THAN 6-INCH DIAMETER SI-W.L BE CUT AT POLE BASES, CAPPED AS APPROPRIATE, AND ABANDONED IN PLACE.

~T~~~IN~ ·---SIGN A'N 01

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BULK STANDARDS FOR GENERAL COMMERCIAL ZONING DISTRICT

lTEM REQUIRED PROPOSED FRONT SETBACK 25fT. 82] fT.

-· SlOE SE."Jl:l4CK zs rr. JO n. Rf..AR S~I9ACK J5 rr. 163.9 FT.

8!JIU)!NG LOT COYE:AAC£ 20% MAX. 5" LOT ARE'A 15,000 SQ. FT. MIN. ±J5,l47 SQ. F'T.

lOT FHONTAG£ 125 fT. MIN. 126.7 n. BUILDING HEIGHT 18FT. L£SS THAN 18 FT.

PARKING 20 PARKING SPACES J3 PAAAJNG SPACES

AS PER THE ZONiNG CODE: OF lHE CffY OF BATAVIA, THE REQUIR£0 AMOUNT OF PARKING FOR THIS PARTICULAR SITE IS BASEO ON THE fOLLOWING CRITERIA THE CflY CODE READS THAT ONE (1) PARKING SPACE IS Rf.QUlR€0 fOR EVERY ON£-IiUNORm ( 1 00) SQUARE fEET OF l£ASABLE MEA. THE PROPOS£0 DUNKIN DONUTS Wlll HAVE APAAOl<IMATELY 2,000 SQUAR£ fEET OF LEASABt£ AREA THEREFORE: 20 PARKING SPACES ARE REQUIRED ON SITE.

RTZG£1W.O ENGINEERING, P.LLC. IS RESPONSIBlE f'OR TilE DESIGN Of THIS StlE WORK, ROB£RT F'iTZGERALD P.E. 1$ THE

l>f:StGNER NtD IS fAMH..IIIR WITH HYSOOT STAN!)ARI)S AND R€0UIR£1.1ENTS ftHO SHALL B€ CONTACIED AT MS-2&!-9891 TO

RESOl'4: ISS!JCS OR PROBJ..EUS DURfNG CONSTRUCTION. AU. R£VISIONS. INCWI'iJNG R£V!SJONS NECESSAAY Out:: TO FlBJ)

CONOmQNS, SHALL Sf: APPRO\'tO BY THE NYSOOT.

GENERAL NOTES: I. All SlDEWALKS, SLABS, ANO MISCELLANEOUS Ot:::MCUTION ITEMS TO BE R£MOVEO

SHALL BE OISPOS£0 OF Off SITE: TO A UCENS£0 FACiliTY UNLESS OTHERWISE DIRECTED BY THE OWNER•s REPRESENTATIVE. NO BURNING OF O(OR!S SHALL BE AU.OWEO ON~SITE. RECYCLED PAVEfJCN'fS WILL NOT BE A.LLOW£0 FOR USE K3 SUBBASE FILL UNLESS THEY CONFORM TO THE PROJECT SPECifiCATIONS OR ARE OTHERWiSE APPROVED !3Y THE OWNER'S REPRESENTATM:.

2. UTil.ITY INfORMATION WITHIN THE CONSTRUCTION LIMITS StlOWN ON rn£ DRAWINGS WERE OBTAINED FROM F!ELO SURVEY INFORMATION OR ABOVE GROUND ff.AlURES AND RECORD MAPPING OF UNDERGROUND FfATIJRES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION Of ALL EXISnNG UTIUTI£5 PRIOR TO COMMENCEMENT OF CONSTRUCTION.

3. All £X!S11NG ON-SHE UTIUTIES SHALL REMAIN IN SfRVIC£ UNLESS DESIGNED FOR REMOVAL OR ABANDONMENT. TH£ CONTRACTOR SHALL BE RESPONSIBLE FOR THE MEANS AND MEfHODS PERTAINING TO PROTECnNG ALL EXISTING UTILfriES TO REMAIN. THE CONTRACTOR WILL ONLY B£ PERMITTED TO TEMPORARILY SHUT OFF A UTILITY FOR PROPOSED NrARB'l' WORI< UPON WRITTfN AVTHORIZATION fROM THE OWN£:R.

4. ANY ITEM THAT IS NOT DESIGNATED ON Tii>S PLAN TO REMOVE:O SHALL BE PROTECTED FROM DAMAGE. DAMAGE REPAIRS SHALL BE AT THE EXPENSE OF TH£ CONTRACTOR. SIOEWALK AND, OR, RAMP REMOVAL SHALL at PERFORMED ~N A MANNER AS TO PROTECT ABUTIJNG FEATURrS THAT REMAIN. FULL DEPTH SAW CUTS SHAlL BE PERFORMED IN ACCORDANCE WITH TH£ CONTRACT SPECIFICATIONS AND SHALL BE LOCATED AT THE NfAAEST JOINT UNt£SS SPECIFICALLY NOTF.O OTHERWISE HEREON"

5, MANHOLES, CATCH BASINS, CLEAN OUTS, VALVE BOXES, FRAMES, COVERS AND GRATES TO ROMIN IN USE SHALL BE PROTECTED.

6. FOR ALL ununEs UNES OESlGNATEO TO BE REMOVED, PLACE AN() COMPACT STRUCTURA!. BACK FllL WitHIN TRENCH PER PROJECT REOU!Rf.:MENT$, FOllOW NEW YORK STATE DEPARTMENT OF" TRANSPORTATION REQUIREMENTS WITBIN RIGHT OF WAY.

1. EXCAVATIONS FOR REMOVAL OF unLmES AND STRUCTIJRf.S THAT AAE lOCATED UND£R PROPOSED PAVEMENTS OR STRUCTURAL FOUNDATIONS SHALL 8E BACKFllL£0 WITH STRUCTURAL Flll, IN 6-INCH MAXIP.lUM UFTS COMPACTED TO THE SATISFACTION OF THE PR<AIECT REPR£SENTATIVE, TO PREVENT SETilEYENT. COMMON EARTH FILL 'MAY BE USED FOR BACKFILL tN LAWN AREAS ONLY.

8. THE CONTRACTOR SHALl OBTAJN AND PAY All FEES ASSOC!ATEO WtTH ALL PERMITS NECESSARY TO COMPLETE THE WORK.

9. CONTRACTOR IS R(SPONSIBLE TO V£Rlf'Y GRA{)(S AND tmUTIES SHOWN ON EXISTING CONDITIONS PLAN PRIOR iO START Of ANY WORK Am AND All DISCREPANCIES ARE TO BE DOCU!Jf.NTED ~D SUBM!TI£0 TO THE OWNER'S Rf:PRESENTATIVE AT THE TIME OF OISCOvrnY.

10. VERIFY S!iE COnOrTIONS, COOROINATE OIMENSIONS, ELEVATION AND DETAILS SHOWN ON CONTRACT DRAWINGS ANO NOTIF't OWNER'S REPRES£NTATIVE OF Am DISCREPANCIES PRIOR TO PREPARATION OF SHOP DRAWINGS AND START OF COt-#STRUCTION.

11. PRIOR TO TH£ DEMOLITION OF ANY VEGETATION, THE CONTR4CTOR SHAl..L FUG THE INOMDUAL TREES AND, OR, SHRUBS TO St: REMOVED ANO OBTM.f VERIFlCATION FROM THE PROJECT REPR£SENTATM:: THAT THE CORRECT PtANTS HAVE BEEN LOCATED. EXISTING TREES AND, OR SHRUBS NOT DESJGNATED ON THIS PLAN FOR REMOVAl SHALL NOT BE OEMOUSH£0 UNLESS WRmEN AUTHORIZATION IS OBTAIN£0 FROM THE OWNER. TREE ANO SHRUB REMOVAL Sl-t4.tl BE lN ACCORDANCE W!Tii rnE CONTRACT SPECIFICATION$.

12. THE CONTRACTOR SHALL PROTECT All TREES NOT OESIGNATEO TO BE REMOvtO, WJTHIN THE CONSTRUCTION UMITS, !N ACCORDANCE WHH THE PROJECT DETAILS.

1 J. n!E CONTRACTOR SHALL RETAIN lliE SERVICEs Of A CERTifiED ARBORIST TO REMOVE BRANCHES WHICH INTERfERE WITH lH£ CONSTRUCTION OPERAllONS, OR REPAIR TREES HAVING SUFFERED DAMAGE B'l' CONSTRUCTION ACTMTJES, AS PART OF ITS BASE BID.

14. CLEARING AND GRUBBING SHALL INCLUDE STUMP GRINO·NG AND REMOVAL FROM TH£ SITE Of All DEBRIS, SUCH I>S FENCE POSTS, RUeBISH, OR HEMS NOT INTENDED TO REMAIN AS PART OF THE f1NISH€:0 PROJECt BURNING or DEBRIS ON SITE IS NOT PERMmro,

iS, REfER TO SHEET C-·8 FOR EROSION CONTROL Mf.ASURES TO BE IMPlEMEN:TCO PRIOR/OURING CONSTRUCTION.

16. PAVEMENTS TO BE REMOVED SHALL BE OtSPOS£0 Of Off SHE. EXISTING GRAVEL SUBBASES ASSOCIATED WITH PAVEMEHTS MAY REIJ.A!N IN PLACE, AS LONG AS IT WILL NOT CONFUCT WITH THE CONSTRUCTION OF 1HE PRQ?OSED SIT£ II.O?R:O'VrMENTS. ALL REMAINING GRANULAR MATERIAL SHALL BE COvERED WITH A MINIMUM Of 6-INCHES OF TOPSOIL IN LANDSCAPE AREAS.

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ENCLO'SURE

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2t:U1 S:GN

S4N!-~RY

1..111 H!\1"'688 'J9

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l. TH£R£ SHAlL 8£ NO tNTERRUPTtON OF ~y UT!Uf)' SERViCE. UNLESS WRITIEN APPROVAL TO 00 SO iS OBTAIN£0 FROM THE OWNER,

2. THf LOCATIONS, SIZES. AND ELEVATION OF iHE EXISTING UTILITIES SHOWN HEREIN N~E BAS[{} ON RECORD DRAWINGS AND FIELD VERIFICATION WH£RE POSSIBLE. THUS. THIS INfORMATION lS Stw..l BE CONS!OEREO APPROXIMATE ONLY AND ITS ACCURACY IS NOT GUARA.'-nE£0. AS SUCH, lHE CONTRACTOR SHALL BE RESPONSIBLE fOR VERIFICATlO"f OF All UTIUTY INFORMATION PRIOR TO CONSTRUCTION.

J. ALL UTIUHS AND sm: iMPROVEMENTS SHALL BE CONS1RUCTEO ~ ACCORDANCE WITH AlL fWERAl STATf., AND LOCAl LAWS,

4. THE CONTRACTOR SHALL EXPOSE EXISTING UTIUTI[S AHOO OF TRENCHING SO THAT ADJUSTMENTS CAN BE MADE IN ELEVATION AND, OR, ALIGNMENT TO PREVENT CONFLICTS, IF REQUIRED.

5. THE PROPOSED LOCAnON Of TH( WATER. GAS, AND ElECTRIC UTILITIES .ARE BASED ON HORIZONTAL AliGNMENT ONLY. TKLJS, TH€ CONTRACTOR MAY HAVf TO INSTALL THESE UTILITIES AT DEPTHS GREATER THAN SPEC!f'l£0 TO AVOID VERTICAL CONFLICTS \lflTH OT~ER SIT£ fEATURES.

6. THt: CONTRACTOR SHALL BE RESf>ONSIBU: FOR THE DESIGN, lhSTAUA110N, AND REMOVAL Of ALt SHEETING OR SHORING, foS PART OF ITS BAS£ BID, AND All WORK SHALL BE IN CONfORlM.NC£ WITH THE CONTRACT REQUIREMENTS,

7 All tXISTING f'AV£MENTS TO BE CROSSED BY t:T!UTY INSTA-.l.ATIO"lS SHALL BE SAW CUT AT

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OR BEYOND THE R£0UlREO UMIT OF OlSTURBANCE ANO RESURFACED TO THE EDGE". OF THE' EXiSTING PAVEMENT. INSTALlATiON Of UTIUTIE:S UNDER NEW PROJECT PAVEMENTS SHALL NOT BE PERMlTTEO UNLESS THE CONTRACTOR RESURFACES THE ENTIRE AAEA AT THE CONTAACTOR'S EXPENSC

8. All EXISTING UT!LffiES TO 6E ""'">><v ·~w PROTECTED. PRESERVED. AND OF lHE CONTRACTOR'S SASE

POLES NEAR EXCAVATIONS THE BY THE CONTRACTOR

9. ANY £)(!STING STORM DRAINAGE PIPES. INCLUDING DRIVEWAY CULVERTS, WHICH ARE DAIMG[O BY THE CONTRACTOR SHAtl BE REPLACED WITH CORRUGATED St.400lH INTERIOR POLYETHYLENE PlP£ WHICH CONFORMS TO MSHTO SPEC. M294 TYPf. S. ASTM SPEC. 03350. NYSOOT t:MGIUE£R!NG INSTRUCTION 890-36, AND NYSOOT STANDARD SPECIFiCATION SUBSECTION 706-14.

10. AI.L EXIS!lNG A~D PROPOSED" STORM S£Wf.R INLETS SHALL B£ PROTECTED UNTIL FINAL STAmliZATION IS ACHIEVED, AS SPEClf!£0 QN THE GRADING PLAN ANO WITHIN THE CONTRACT SPECIFICAliONS. If CONTAMINATED. TH£ CONTRACTOR SHAll CLEAN SEWER INLE1S, PIPES. AND THE PONO, AT THE CONTRACTOR'S EXf'ANS£, PRIOR TO ISSUANCE OF SUBSTANTIAL COMPLETION:.

11, EXISTING UNDERGROUND unlfTIES THAT ARE NOT OE:S!GNATED ro BE RtMOVEO SHAlL B£ CONSIDERED ACTNE. AS SUCH, ALL (XlSTJNG UNDERGROUND Ufllffits SHALL SE PROTECTED FROM DAMAGE: UNLESS OTHERWISE SPECIFIED FOR A.LTEAAT!ON AS PAAT f THIS PROJECT.

12, lliE CONTRACTOR SHAlL SURROUNO AU OPEN EXCAVATIONS, HAZAROOUS ITEMS, ANO ITEMS Rt:OUESTEO BY THE PROJECT REPRES£NTAllVE Willi ORANGE' TEMPORARY CONSTRUCTiON SAfETY fENC€. TH£ FENCE SHALL BE A MINlMUM 72 INCHES TALL AND MOUNT£0 ON RIGID POSTS SPACEO NO GREA.TER THAN 48 INCHES APflffi. THE PERlM£T£R OF THE CONSTRUCnON LIMIT SHALL B£ SURROUNDED WITH TEMPORARY CONSTRUCllON SECURilY fENCE CONTAINING CAUTION SjGNS, IN ACCORDANCE. WITH THE CONTRACT SPECIFICATIONS FENCES MAY BE TEMPORARILY REMOVED TO FACii..ITATE EARTHWORK DURING CONSTRUCTION HOURS. UPON COMPlETION OF 1HE PROJECT, All TEMPORARY FENCING, POSTS, AND CAUTlON SIGNS SHALL 8£ REMOVE!).

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ClfAI<OUT ® WATER VALVE

TOTAL SITE DISTIJRBANCE ±0.68 ACRES

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' ______ .,..--------·

!Ill Ill

RIW•887.37 E.IN'/.•884.58 (6" PVC) W.INV.•8M.63 (6" PVC)

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GENERAL NQTES:

•

2 a

• ...

~ II

E004387B

Square steel lube p td . to match Benjamin Moore 2110- \0NighiYlade 5-eml-g!ossM!sh

NomlndSiz H w OAH HI WI Rod Afeo(Sq.Ft. Pj1on Lampo

6x3.5

8x5

10 x 6

74" 42" 15' 12" 43-1 /8" 6" 22 GE Metall-k*te

97" 55" 17'-6" 12" 48-5/16" 9" 37 GE Metal Holde

120" 67" 20' 18" 67" 9" 56 GE Metal Holde

COLOR AND MATERIAL NOTES:

Faces to be pan formed with embossed ·cup · logo, clear Solar Grode polyeorbonate.

COLORS: Background to be white. vtnytcotors tobe:

DO Orange. 3M #3630-3123 DO Magenta- 3M 13630-1379 Dark &own (on cup logo )-3M 13630-59

Drive fhru oppendoge: Copy to be 3M #3630-59 0o11< Brown on whi1e bockground.

All vinyl to be oppfied to the second surfoce.

Coos ood pole$ to be pld to match Ben}Ornlo Moofe 2116- 10 Nlghi'VIod& semJ.glos.s l'inlsh Pyfon IKJ..mlnotion to be meta! halide: Oil opponctoge lluminofion to be nvorescent

DatHICINI.wa- DD Sta cked Logo Pylon w/

Contour lop

L_ [eotdnnkthlnlr]

PYLQN SIGN DETAIL

47·1/4" -------~1

.~ 00/CW

HO/CW

HO/CW

SS-3

GENERAL SPECIFICATIONS: --------Materials: .063 alum. back; .040 alum. return

Face: .171 clear poly formed cap-over design

FaceOKOrallon: ORIVETHRUcopytobevinyl 2nd surf'ilce; Orange border Is cut and sprayed 2nd surface

A!ea Squared: 5.90 Sq. Ft.

Area Actual: 4.63 SQ. FT. WeightiEst): ·Crat~:(T8f)

• Uncrated: (TBE)

Wind Load: 35 psf/90 mph

ELECTRICAL Illumination:

" .

SIDE VIEW 35.43 SO. FT.' SINGLE FACE WALL MTO. CLOUD SIGN

• Area (SQ ft )== Square Footage Is calculated by boxing the enUre sign including the dead space

GENERAL SPECIFICATIONS:

Matfl'lJik.: 4'•4·x 118" abn. n~ suppon; Aiom. tll' b \Ub'l cabinet P.tn IIi! poly f.K H

OKor~VIrl)'i lndwrf«f'

~Sqt.arftt :US

AfloaAcnUII. l .7S

WtWjht(fSI.): o(tattd: lTB£1 · Unu.ltl!d:ITBE)

W.nd l..oad.3S ~mph

ElECTRICAl

t'f. Everbrite .W49~1 1 ....... POb"""' ~-$.3~ 41.u29.)13 1

18" x 47" LED ILLUM'D 5/F DRIVE THRU OVAL CLOUD SIGN SIDE VIEW •(IJ)whilelEO's

~I !of\: • IIJ F30 TI1 CW!HO ..... .__ ·_Amps fl l lOI/AC •OJ 20 Amp clmHt

~Swidr.8ottomof~cabene1

Everbrite

5" 1-"-

Fooned"co~over' 1·-:r face .

White ltD's

FlalllinylleHer we~ ,

Retumspfd. BM ~ • 2116-10 Nighlshode seml-glossfinOh

SECTION VIEW

EW'fbriC.e U(

4949S IIOlh SUfrl!t. Cift\"'''irid.WI SJl20 ~ JS"Xif7'LED IUUM'D Phone:414-Sl9-J SOO • Fa.:4 ff.S19-719f SlfORrvETHRUOVAl w~-~~ CLOUDSKiN

Ballast/PoiNer Suppty: · 11160WATT power supply

Uneload: ·58amps,(lot.l) @' 120V ·(1)20Ampcircull

COLORS:

"""""''"*" 291714 o.rr V07113

o.--e, CH

lntltt'kH': Whi1e

&terfor.:r;r~=~~.:!;'o Face Gr.aphlu Color Spec.ific.ariom:

PMS 16SCOrange(bofder) 3M Vinyi3630·S9 Brown (copy)

DUNKIN' DONUTS"

DRIVE THRU DIRECTIONAL SIGN DETAU.

Everbrite [veri:ll'~ tlC .c<;MQ S I 1 iJih5frf't'f..Go~WI ~ JJ ; l'hor>C' o& l4-Sl'9-JSOO . J',..4 !4- 001"1 'I '•\ ~ -*'"'"tlt!(fo •.?o ..

.... ._ EIJOS8158 FRf9f SAfW lllUM 0 Fl AG MID OfR£(TJONAl

""""' ... 19101 ... 1 .. .. l/l f/1 1

. ...... (H

COLORS: Al rwpowdsurf.:"of St.IPI)Oft cnlumn

PMS 165C Or.tnl}!

SrgnCDnd­BM l lt~IO Night~

4o\ W.MAIN OVA't- - f>~I+NDco

"ft.JTE"- " 6:. "E?'{. IT ' 'Fof'. J<! \\I &R. STREGr

D~NIS"W~Y

ENTER AND EXIT DIRECTIONAL SIGN DETAU. WITH DUNKIN DONUTS AND FIVE STAR BANK LOGOS

Nominal Size H w D Area(Sq. Ft.J Lamps

S.Sx3 65" 37" 5" 16.70 HO/CW FOOr.

6x3.5 72" 43" 5" 21.5 HO/CW FOOr.

8 x4.5 94" 54" 5" 35.25 HO/CWFOOr.

COLOR & MATERIAL NOTES:

Foce to be IOfmed c lear :IIOkW erode pofvcobonote, dec:Oialed .secad surrace ¥ln'lt Cup to be embOI6ed Oft(; 8oloneo of 170PNcs to be nat Formed •cop-over foce M J ov&r ~ CQt)N)I

VIO'(Icolotslo be: DO Olonge- 3M IJ630.3 12l DO Magenta· 3M 13630-1379 Dark Blown (on cup logO}- 3M •36JO.S9

Coblnet to b& 5" deeponcl ptd. 8ot1orr*' Mool'e 2116-lONighlshodeWJj-gkm rlnifl ~lion to be HO/CW l\.lof81CGflt IOmps

NOTE: This is a com:epl drawing 00~ and Is subject lo final engineerilg!'., Some material and dim&n$1onat speolicalions may vary 04' change per r1nalengtneering

If questions regarding 3M films, please contact: Deborah Giampolo-3M Corpofation at 800.714.9865

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BUILDING MOUNTED SIGN "B"

£X.WPf.£ OF BUILDING liOUNTED SIGH ro 8E fACING liNN srR£ET

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Creation Date: Apr 04, 2013 14: Modification Date: Apr 07, 2013 20:46