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SIGN 454-2017 McDonald's "M" Logo s .-- TOWN OF QUEENSl3U Y 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8261 �' --4- Community Development-Zoning.Department (518"761-8256 SIGN PERMIT Permit Number: SIGN-000454-2017 Tax Map No: 302.6-1-49 Permission is hereby granted to: Hunt Companies,Inc. For property located at: 819 State Rte 9 in the Town of Queensbury,-to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. "Type of Construction Owner Name: Renee Reardon Sign-Wall $0.00 Owner.Address: 819 State Rte 9 Total Value $0.00 Queensbury,NY 12804 Contractor or Builder's Name/ Address Electrical Inspection Agency. Hunt Companies,Inc. . 515A County Route 45 Argyle,NY 12809 Plans&Specifications "M"logo to be located on the Non Drive-Thru side elevation of the building'(yestibule entrance) 14 sq.ft.wall arch $0.00 PERMIT FEE PAID Dated at the Town of Queensbury; Thursday,August.10,2017 SIGNED BY: for the Town of Queensbury. Zoning Administrator ---- --- — - - ----- ----- ------- -- - ----- - Office Use Only I Town of Queensbury Building & Codes Received: '7 a� L Tax Map ID: SIGN PERMIT APPLICATION NC 45 _�D�-7 2 of 4 Permit No.. Permit Fee: $ I Date July 17, 20117 Applicant Arnie Gonzales (Hunt Companies, Inc.) Tax Map ID 302.6-1-48, /4'-9) Address 15A County Route 45 Zoning CI Argyle, NY 12809 ' Property Owner McDonald's USA, LLC. Contractor/Agent: Hunt Companies, Inc. Address 690 Canton St. Address 515A County Route 45 j Westwood, MA 02090 Argyle, NY 12809 i Phone 781-461-4750 Phone 518-638-8061 I Contact Person for Sign Code Compliance: Josh Lindsel (HCI Job Site Supends Day Phone: 518-361-3955 Building Street Address: 819 State Route 9 Site Plan,Variance,or Subdivision Approvals Site Plan-75-2014;Area Variance-88-2014: Sign Variance-7-6-2014 i 1 Location of proposed installation Center of Non-drive thru side of building, on v i ,ule=ent'rgnce�a Business Complex/Plaza/Mall name Business name McDonald's j ! i Type,of Sign proposed 42"Wall Arch If sign is to be illuminated,indicate X intemal —external _Incandescent oral ,ot�i.r�=LED} S11YR ° Do signs currently exist on property? . Yes X No(if yes,list all existing signage) j Change of word/copy From to Sign Wording/Copy i Sign Size Length 3'6" x Width__A!_=Total sq.ft. 14.00 boxed (Actual 4.90) Sign Height(freestanding) ! Color&Material to be used Yellow, Modified Acrylic Face/Letter body w/Aluminum back This application creates a change in the X New following existing site conditions(fill in all Change in number of signs from to applicable spaces) Change in setback for sign from to i . Change in size from to Change in height of sign from _ to 1 Declaration: To the best of my knowledge, the statements contain( I f submitted, are a true and complete statement of all proposed work to t� agonzales@hunteompanies.net Zoning Ordinance,and all other laws pertaining to the proposed work s A mie Gonzales work is authorized by the owner. j Hunt Companies, Inc. APPLICANT-PRINT NAME ArYrA. Gonzales APPLICANT-SIGNATURE: Date: i ! Declaration: I hereby authorize the applicant to place a si n on my property or building: OWNER-PRINT NAME: 0 OWNER-SIGNATURE: Date: I i Town of Queensbury Building&Codes Sign Permit Application 518-761-8256 Construction Option 2-Aluminum Back with Polycarbonate Insert N 4" � 4'-0" >I r.•+... . ..Q�➢Cb ;q°gyp . 4,• G,7�• _k0 q�', 4" YELLOW PIGMENTED MODIFIED RETURNS PAINTED TO MATCH nQ ` MOLDED ACRYLIC FACE/LETTER BODY PMS 677 C SILVER(OPAQUE) t o rV aELECTRICAL OUT PROVISION: r \ THRU BACK,NEAR POWER SUPPLY 4 t YELLOW PIGMENTED MODIFIED POLYCARBONATE INSERT PAINTED WHITE MOLDED ACRYLIC FACE/LETTER BODY FLEXIBLE CONDUIT ° LED POWER SUPPLY AS REQUIRED ( e.. WHITE LED'S AS REQUIRED hi Ia bl °. r 1 9 I i '411 ALUMINUM BACK MOUNTING HARDWARE AS REQUIRED ^ ° °I WHITE LED'S AS REQUIRED POLYCARBONATE INSERT PAINTED WHITE COUNTERSUNK FASTENERS DRAIN HOLES FRAME&LAMP DETAIL CROSS SECTION A-A SCALE: 3/4"=V-0" SCALE: 3/4"=VrO" - - FRAME DETAIL: DESIGN FACTOR:TBD 302.6-1-49 SIGN 454-2017 FORMED YELLOW PIGMENTED(PMS 123 C) McDonald's - 819 State Route 9 MODIFIED ACRYLIC FACE/LETTER BODY EXTERIOR FINISH: PAINTEDTO MATCH PMS 877 C "M" 14 sq.ft.logo SILVER(OPAQUE) non-drive thru elevation (on vestibule entrance) INTERIOR FINISH: PAINTED STARBRIGHTWHITE (OPAQUE) _ POLYCARBONATE INSERT PAINTED STAR-BRIGHTWHITE ALUMINUM BACK LETTER BODY REMOVABLE FOR SERVICE ACCESS U.L.APPROVED ELECTRICAL: 0.85 AMPS,120 VOLTS SQUARE FOOTAGE: GRAPHIC DETAIL BOXED=14.00 SCALE: 3/4"=V-0" ACTUAL=4.90 Customer: Date: Prepared By: Notc:colotompmmgnotbeenmefitvietogorp&bgUs&=4Analm wdarcPMSm the dmnChffK uw DISTPoBUTEDBY SIGN UPCOMPANY McDONALD'S 04/75/73 RA equhdw6 l(these rokn azelnromtt,plpu ptadde he omrcd YE(S match andarnitlon to daving"i lbemade, P ��� 70021,t Street Southwest Revision: PO lie 210 Item Number: MCD 42WALLARCHNG-5 File Name: Vratertown,SD 57201-0210 MeD 42"Wall Arch(Next Gen) 1S/GNMAKEBS//MAGEBU/LBEBS 1(800)843-9888-www.personasigne.eom Code Compliance and Informational Sheet for Permit Use Queenshury Dept. of Community Development Project for: ( non f3, - EnerGov File No. 4�1(-ao1 ^7 �l cho Applicant Name: S Zoning Administrator Tax Map No. d'92 911 F`"-:l f,,,i 1 Lot# House road,street `�� e 20V q Apartment Building No. _ ___ws_s Lot Size: '-.n E i-;i:;f pw d . I � � Mobile Home Park: Business Plaza:. Planned Unit Dev. Subdivision: Phase /Section Effective Year Zoning Designation Zoning Ordinance Prior to 1967, July 10 Subject to current setback requirements at time of development. Section 179-20-10,B Subsequent to Development of lots within subdivisions subsequent to July•10, 1967 shall use the July 10, 1967 setback re uirements in place at the time of the approval of the subdivision. 1967 1982, June 11 1988,September 19 Corner-lot rule Prior to Nov.23, 1992 approved subdivisions (see note on back of form) 2002,April 9 2009, May 12. x Qa'�e g�R k3 Its Se '0 Y✓®tE'(S'Q , . ©wu fw ue ¢sbu b n� longer r. gulafis • k' ng Pe IMT Iio is�st l n ed tp a ri�ng�a el Q i ss th ro ctl'is on'" sad ,3he ea - 1Na re rk P. E� Builds � n�n isseufr or�V 'hHa��1M�j ,fi Q plicati9,ns fior�constructign.�ate�e-' fet:�c�, .the�.ak�Ge,�rge��P�ar k. i� G Road Name Setbacks Jxistin Re uired� ^ Pro osed r� Differences Front 1 Front 2 Side 1 Side 2 Rear 1 _ Rear 2 Shoreline Travel • I( Cooridor I' Overla Zone _ Buffer Town of Queensbury Code Compliance and Informational Sheet for Permit Use Queensbury Dept. of Community ®evelo'pment Yes 'No meets depth,width, &square footage requirements preexisting,nonconforming lot with proper setbacks required frontage on public road has required off-street parking permeable area is adequate (Requirement is %) building does not exceed maximum height (Max. ft.) Is lot in a Flood Zone? Floor Area Ratio worksheet required?Zone: WR-1 A *'Corner Lot Information for Subdivisions Approved Prior to November 23, 1992 Section 179-30.1 which requires front yard setbacks on both roads for a corner lot was not enacted until November 23,1992. Therefore,prior to November 23, 1992 parcels within approved subdivisions have one (1)front yard,two (2) side yards,and one (1) rear yard setback. I Review Type file No __Action Resolution Date and Notes Zoning Board of Appeals _V �61AFP-2^ Planning Town Board Check list_ Pd/Reed Notes Local Law No. 1,2013 effective Jan.28,2013 '$850 new dwellings(per unit): SFD, Recreation Fee Paid duplexes and'two-family,multi-family dwelling,apartments,condos,townhouses,or manufactured and modular homes. NOT included are Mobile Homes. Enqinee'ring.Fee Paid _ Site Plan Maps on File Subdivision Mylar Signed and Filed with Count Application appears to conform,to the requirements'of Section(s)of the local Town Code: Application requires additional review for the following: Zoning Board of Appeals Planning Board Town Board of Health Town Board for Mobile Home Outside of a Mobile Home Park Other Review b Staff Date Notes. Town of Queensbury Town of Queensbury Zoning Board of Appeals Community Development Department Staff Notes Sign Variance No.: 87-2014 Project Applicant: McDonald's USA,LLC &Freebern SEQR Type: Unlisted Parcel History:. SP 75-14; BP 00-3463 add-on of 24 sq. ft. to existing fs sign,AV 88-2014 (new construction), SP 16-93,BP 1101,BP 1535 Meeting Date: February 17,2017 Description of Proposed Project: Applicant proposes installation of 6 new signs. Three wall signs proposed to read as a single letter "M" and two wall signs to read "McDonalds" where wall signs total 108 sq. ft in lieu of the maximum allowable two wall signs to total 30 sq. ft. each. Also,one compliant 45 sq. ft. freestanding sign will be installed. Relief Required: Parcel will require a sign variance from Section 140 signs: Relief requested from number of allowable wall signs for a business and maximum size. No. of allowable wall signs Size Allowed Two wall signs allowed having 30 sq ft each frontage on two roads. Proposed 3 additional wall signs for a Two 33 sq ft"McDonalds and total of five Three 14 sq ft"M" logos Relief 3 in excess of two allowed 48 sq ft in excess of 60 sq ft Criteria for considering a Sign Variance according to Chapter 267 of Town In making a determination,the board shall consider: 1. Whether an undesirable change will be produced in the character.of the neighborhood or a detriment to nearby properties will be created by the granting of this area variance. Minor impacts to the neighborhood may be anticipated. 2. Whether the benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance. Feasible alternatives may be available to have more compliant signage on the site. Reducing the: McDonald's word signs to 30 sq ft and or eliminating an M at the building front where the word sign and the free standing are more prevalent may be some options. 3. Whether the requested area variance is substantial. The.relief requested may be considered substantial relevant to the code. 4. Whether the proposed. -variance will have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district. The project may be considered to have limited impact on the environment of the neighborhood. The comprehensive plan recommends elimination of the visual clutter of commercial corridor signage. 5. Whether the alleged difficulty was self created. The difficulty may be considered self created. Parcel History (construction/site plan/variance, SP 75-14: Pending AV 88-14: New construction,Pending BP 00-3463: Add-on of 24.sq. ft. to existing freestanding sign Staff comments• The applicant has completed a sign variance application for a request to have 5 wall signs total where only two_are allowed. The plans indicated two of the signs are for "McDonalds" at 33 sq ft each and three of the signs are for."M" logo at 14 sq ft each. The plans show the location of each of the signs to be on three sides of the building. In addition, there are several directional signs at the front due.to the new traffic pattern and two.aisle ordering lanes. The.front side.facing Route 9 would have one McDonalds, one M and a 45 sq ft free standing sign; staff would encourage a reduction of signage at the front of the building. The applicant has indicated the free standing sign is to remain an no changes to the size or location are proposed. The applicant has also completed a site plan and area variance applications for the proposed new McDonalds. Zoning Board of Appeals Community Development Department Staff Notes 4 '= Zoning Board of Appeals—Record of Resolution Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518)761-8238 To►+ln ofQuecnshury Sign Variance Resolution To: Approve Applicant Name: McDonald's USA,LLC File Number: Sign Variance No. 87-2014 Location: 819 State Route 9 Tax Map Number: 302.6-1-48 &49 ZBA Meeting Date: Wednesday,February 17,2016 The Zoning Board of Appeals of the Town of Queensbury has received an application from McDonald's USA, LLC for a variance from Chapter 140 of the Sign Code of The Town of Queensbury.Applicant proposes installation of 6 new signs. Three wall signs proposed to read as a single letter" M" and two wall signs to read "McDonalds"where wall signs total 108 sq.ft in lieu of the maximum allowable two wall signs to total 30 sq.ft.each. Relief is requested for the number of allowable wall signs fora business and maximum size. SEQR Type:Unlisted Motion regarding Sign Variance No. 87-2014 McDonald's USA,LLC based upon the information and the analysis of the above supporting documentation provided by the applicant,this Board finds that this will not result in any significant adverse environmental impact. So we give it a Negative Declaration,Introduced by Michael McCabe who moved for its adoption,seconded by John Henkel: Duly adopted 17"'day of February 2016,by the following vote: AYES: Mr.Noonan,Mr.Urrico,Mr.McCabe,Mr.Henkel,Mr.Jackoski NOES: NONE ABSENT: Mr.Kuhl,Mr.Freer A public hearing was advertised and held on December 17,2014 and Tabled to March 18,2015 and further Tabled to February 17,2016; Upon review of the application materials, information supplied during the public hearing,and upon consideration of the criteria specified in Section 179-14-080(A)of the Queensbury Town Code and Chapter 267 of NYS Town Law and after discussion and deliberation,we find as follows: 1. There will be no.undesirable change produced in the character of the neighborhood nor will there be a detriment to the nearby properties created by granting the Sign Variance. 2. The benefit sought by the applicant cannot really be achieved by any feasible method other than a Sign Variance,since this is standard corporate policy. 3: The requested Sign Variance is not substantial. 4. The proposed Sign Variance will not have an adverse impact on the physical or environmental conditions in the neighborhood or district. Page 1 of 2 Y � 5. The alleged difficulty is, of course, self-created. 6. In addition the Board finds that the benefit to the applicant from granting the requested variance would outweiah the resulting detriment to the health, safety and welfare of the neighborhood or community; 7. The Board also finds that the variance request under consideration is the minimum necessary; Based on the above findings I make a MOTION TO APPROVE Sign Variance No.87-2014 McDonald's USA,LLC,Introduced by Michael McCabe,who moved for its adoption,seconded by John Henkel: Duly adopted this If day of February 2016,by the following vote: AYES: Mr.Urrico,Mr.Henkel,Mr.Noonan,Mr.McCabe,Mr.Jackoski NOES: NONE ABSENT: Mr.Kuhl,Mr.Freer A. The variance approval is valid for one(1)year from the date of approval;you may request an extension of approval before the one(1)year time frame expires; B. If the property is located within the Adirondack Park,the approved variance is subject to review by the Adirondack Park Agency(APA). The applicant is cautioned against taking any action until the APA's review is completed; C. Final approved plans in compliance with an approved variance must be submitted to the Community Development Department before any further review by the Zoning Administrator or Building&Codes personnel; D. Subsequent issuance of further permits,including sign permits are dependent on receipt of these final plans; E. Upon approval of the application;review and approval of final plans by the Community Development Department the applicant can apply for a sign permit unless the proposed project requires review,approval,or permit from the Town Planning Board and/or the Adirondack Park Agency,Lake George Park Commission or other State agency or department. Page 2 of 2 0� PARKING INFORMATION W UU N ICE / 0 SPACES XIIIO�E ti, x 18� @ 30' W v i / SPACES 0 SPACES x 18 @ 80' W w s 7 PACES x 18 45 32 �- CD 2 p p co -� p (0 to p ' Y - 2 SPACES 8' x 18' @ 45' DD Y > W W Y p W Y Y W 2 23 SPACES 91 x 18' @ ap' O U O t- O O PROP, ' - ® LANDSCAPE '� ♦ UTILITY INFORMATION Z ZONE.- AAOR SIZE TYPE LOCATION ? 0 W /ti10DERATEDENS17YRES/DENT/AL) O cn > ® LJSE.• RES/DENT/AL EXISTING SANITARY SEWER ON SITE W W Z W �, > > a IM TREELINE TO 4 °° REMAIN AND BE �_ �° 0 30.06 ; WATER OLD AVIATION ROAD w W y 0- W 3 TRIMMED ° � STORM SEWER ON SITE Z O O 0 O W_ • „ 4.4' Q� N86°30'Ob"Y�SITE ,♦ 15'R °, ELECTRIC ON SITE Z Z W Z O U m 1 .7 � YJ "' ° GAS ON SITE o' O O d U' Q Z PROP.TRASH ENCLOSURE °° ° W ~ ~ W d Z z W 0� SURVEY INFORMATION W Q p z O In > PREPARED BY: p Z Z co Q I- g U W c� W� / 5 4SSTA E STREET LAND SURVEYORS LLP � U) X O O Q O Q W o W Z o 0 0 0 0 o SCHENECTADY,NY,12305 a- 0 W W Z p ♦ OP.6"SYSL BOLLARDS Q DATED:09-06-2013 Z J >- Z O O • '_ ♦ FILE#:13 1104 00 m O p Z p 2 / PROP.MENU BOARD AND > > - W W O U - PROP.MERGE "ORDER HERE"CANOPY COD � m O7 0'_ W F- Z (TYP.OF 2) POINT STRIPING PROP ■ LEGEND a- d Z X OL Q a a a PROP.CONC.MAT 13.V ° CONCRETE ■ ROP.CONC. ° CURB 4.. , �`r-' ° s CB. EXIST.CATCH BASIN W rn to o cc co ca r- V- E CURB(TYP.) eh r r r r r r r r r ROP.STOP ° ° 1.5'R PROP.EDGE OF �- UP EXIST.UTILITY POLE Q 1 0 0B o CN t in o 00 :w• t#s; 1`G �0o SIGN AND"NO t a a'C& PAVEMENT SMHO EXIST.SANITARY MANHOLE w/GUY WIRE p CN - o N o N tw �5 22'R° O O r r r M w O M CO G 1, ♦ 6' RIGHT TURN �o ° �• OMH® EXIST.DRAINAGE MANHOLE CD r o r o 0 o r o 0 ® SIGN PROP. OH EXIST.OVERHEAD WIRES 6'R a 20'R CLEARANCE SYSL SINGLE YELLOW SOLID LINE W ® 10 PROP,LANDSCAPE BAR � r N M V to (0 t- 00 0) VICINITY CINITY MAP �� 4 AREA(TYP.) � o� �p � APPLICANT: McDONALD'S USA LLC PROP.TRANSITIONAL •.`�' ��° NORTHEAST REGION SCALE: NTS CURB(TYP.) 0 IZR ROP.DO /// a a c 1SR 690 CANTON STREET,SUITE 310 PORTION OF EXISTING NOT ENTER PROP.TRANSFORMER ° 57.6' > WESTWOOD,MA TREELINE TO REMAIN ROP,CONC. SIGN(TYP.) I LU CURB(TYP.) o I PROP.BOLLARD G,R o 18.0' - PROP.PRE-BROWSE BOARD 4 Q Q 10 C PROP.ACCESSIBLE SIGN--� 13.0' Z 14 PROP.6'SYSL IN SOLLARD P.NOPAR YP.OF2) o o L GENERAL SITE PLAN NOTES �♦. ° PROP.NO PARKING SIGN r �; ° ® Z ♦ :�� ��' PROP.WHITE I IN BOLLARD(TYPk. �p Q •' �Q `� STRIPING � I C�'f 4 a I,Jt�'p11 J '• �o PROP. �p V RppOSED, ►fp`V I 1. THIS PLAN REFERENCES A SURVEY PREPARED BY: a CONCRETE ( yps'f ACCESSIBLE ° '� J o °2,R a I AUSFELD&WALDRUFF LAND SURVEYORS LLP Q �dkX RAMP(TYP.) ROP. ZONE.' C/ 514 STATE STREET Z �y �, , ■ PROPOSED ° �g y I DETECTABLE /COMiNERC/AL 1NTENS1kF) SCHENECTADY,NY,12305 LL (� Q ■ 10 Q I WARNING DATED:09-06.2013 d Vr MCS RIES S >* STRIP(TYP.) 3 USE.• ACEHAROI�YARE 2• SPECIFIC RESOURCES,TECHNICAL REPORTS,DESIGN DOCUMENTS,ET.AL.RELATED TO THIS w PROP.LED H ♦ • �"o. PROP.STOP s ( � 45-87 ° o Q( t Z PROJECT INCLUDE(BUT MAY NOT BE LIMITED TO)THE FOLLOWING: LIGHT AND p� BAR AND STOP 3,900 i S.F. � � ° N 28,g -SURVEY:"ALTA/ACSM LAND TITLE SURVEY,McDONALD'S U,S.A,LLC,819 STATE ROUTE 9" POLE(TYP.) \0 TR 15'R SIGN(TYP.) C` 60i SEATS A " 4 PREPARED BY AUSFIELD&WALDRUFF LAND SURVEYORS LLP,LAST REVISED 09-04-2013. PROP,CONC, o� 5� PROP, p-- j , CURB(TYP.) ° CANOPY( •) TRANSITIONAL 10 $ CONTRACTOR IS RESPONSIBLE FOR OBTAINING THESE DOCUMENTS AND FAMILIARIZING __ _ _ _ _ °,• 1_a __ THEMSELVES WITH SAME FOR APPLICATION BOTH PRIOR TO AND DURING CONSTRUCTION. 76 FRONT YARD SETBACK ROP. PAD ' PROP.4"WHITE ;•• � 0� B 3. PARCEL DATA: ZO B STRIPING �yQ� 18.0' 10. P.P TE 0 5 19.1 ACCESSIBLE SYMBOL LOT IS SHOWN AS TAX ID D.B.3782 Pg.291 IN THE WARREN COUNTY CLERKS OFFICE O L �o O (TYP.) SEC.302.06-BLK.1-LOT 48&SEC.302.06-BLK.1-LOT 49 O z \ PROP.ASPHALT o d O PAVEMENT(TY P.) ,R j I JJ ® ® O v_mi o 5'R•• 48.T °1 U CONTRACTOR GENERAL NOTES ■ -- a Z t- 7 K LOT 1 ■ BLOC LINE � B _�, 2, ,/_ 3'R _PROP.FLAGPOLE PROP.SAW ��, �--• Z O W CD CUT A p 1.McDONALD'S FREESTANDING SIGN IS TO REMAIN. O 0 W V LINE '10' w W LOT 2 ° ° 10 AND "LEFT TURN W � T- oo V o PROP.TRELLIS ONLY"SIGN W/"DO 10'R 2.BASES,ANCHOR BOLTS,CONDUIT,AND WIRING FOR ALL SIGNS ARE BY THE GENERAL CONTRACTOR. 2 tY of to Q PROP."STOP"SIGN WI"DO NOT PROP,LANDSCAPE ° � rn 20'R � � �-- ENTER"SIGN PLACED ON OPPOSITE g ti EX. FREESTANDING 5.0' NOT ENTER'SIGN 1- ZO SIDE ® AREA(TYP.) t'? g 4 (TO REMAIN)SIGN ■ WORK ZONE TRAFFIC O m a ` OC PLACED ON 3,3l4"EMPTY CONDUIT TO LOCATIONS SHOWN AT THE LOT PERIMETER FOR LOT LIGHTING IS BY THE w ROP.4"WIDE PAINTED 20'R OPPOSITE SIDE ■ GENERAL CONTRACTOR,AS ARE CONDUITS AND WIRING.LIGHTING FIXTURES,BASES,AND POLES ARE BY �_ W Z f-Pd ��♦ ��o STRIPING(2'O.C.)(TYP,) 3'R PAINTED ® PROP.CONIC. '¶° TE THE OWNERIOPERATOR, 0 0 U O PROP.5 WIDE CON JL ROL NO JL JLiS o ° 20'R � 2, CURB(TYP.) There shall not be temporary lane closures on the following Cates: 4.BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR.ANCHOR BOLTS ARE BY THE FLAGPOLE d O ooi O PROP.STOP BAR 10'R' 2'R CROSSWALK o ® p g W - Z to Q 2 &DIRECTIONAL O PROP.TRANSITIONAL 2016 2017 SUPPLIER. O F � PROP.LED O W (0 18• ) 5.PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY.EXACT LOCATIONS SHALL BE DETERMINED TO ¢ U 3 ARROWS l P 1 CURB P. R LP May 27-31 Ma 26-30 ALLOW FOR THE MOST ECONOMICAL INSTALLATION. ROP.4"YELLOW 10 ''�/ 10'R (TYP.) July 1-5 June 30-July 5 Z 00 LIGHT AND y Y STRIPING FOR PROP. POLE TYP. Sept.2-6 Sept.1-5 O m � � ° 6.THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES TO DETERMINE EXACT POINT OF tl EXISTING STATE O DR1RVED FOR SPACES "PEDESTRIAN 23 0' Nov.23-28 Nov.22-27 SERVICE CONNECTION AT EXISTING UTILITY.REFER TO THE BUILDING ELECTRICAL AND PLUMBING Q ROUTE SIGN CROSSING SIGN" �j = Dec.23-26 Dec.22-26 (TO REMAIN) d®1.�9' ROP.RESERVED FOR P 2TR EXISTING ACCESS / Dec.31-Jan.4 Dec.30-Jan.2 DRAWINGS(BY OTHERS)FOR UTILITY SERVICE ENTRANCE LOCATIONS,SIZES,AND CIRCUITING. - ul a' � E 155.01' DRIVE-THRU SIGNS I R (TO REMAIN) 8 � � U m .S$�°I it�0"E CONC�E There shall be no temporary lane closure on Route 9 on the w O S S�°�'�40.2' 2-'CA TCH BASIN(TO REMAIN) Q 152.88 CONCRETE WALK 7.ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY THE rn EXISTING NO CONCRETE pyALK(70 REMAIN) following days and times: t1 z ACCESS EX/STING ACCESS (TO REMAIN) XISTING ONE WAY SIGN ----- LEFT TURN SIGN GENERAL CONTRACTOR AT GROUNDBREAK. o O (TO REMAIN) e EXIST p REMAIN) (TO BE REMOVED) TO BE RELOCATED (TO REMAIN) Monday-Friday: 6:00 a.m.through 9:00 a.m. _ ( ROP.GRANITE PROP.CONC. EXISTING ONE WAY SIGN 44.5' s 3:00 a.m.through 6:00 a.m. 8.FINISH WALK AND CURB ELEVATIONS SHALL BE 6"ABOVE FINISH PAVEMENT. CO to 0 REMAIN) CURB(TYP.) SIDEWALK (TO REMAIN) E WALE The Department retains the right l cancel any work would b.- 9.ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6"BELOW TOP OF ALL WALKS AND CURBS.FINISH tL CONCRET AY - EXISTING ONE WAY SIGN _____. ____ DAS�6 WF7/TE-L/NE-- - - including lane closure and/or total road closures that would lr GRADING,LANDSCAPING,AND SPRINKLER SYSTEMS ARE BY THE OWNER/OPERATOR. W(TO REMAIN) affected by unforeseen major events that may create traffic delays W 166'TO EXISTING DRI .._.-- __ __-_ w _-- seven(7)calendar days prior to the proposed work.Specific fates LU fA are et to be determined. 10.LOT LIGHTING CONCRETE FOOTINGS TO CONFORM WITH THE SOILS REPORT RECOMMENDATIONS FOR LJJ 346 TO EXISTING DRIVEWAY _ EXISTING y THIS PARTICULAR SITE,GC IS RESPONSIBLE TO COORDINATE WITH THE CITY AS REQUIRED. ~ U _ �y Pedestrian accommodations must be maintained at all times daring p �( '�o S. IO� TE � � construction. LL 570'TO INTERSECTION 11�JI (� n 11.ALL DIMENSIONS SHOWN ARE TAKEN FROM FACE OF CURB UNLESS OTHERWISE INDICATED. O Q The Town of Queensbury must be notified prior to any lane Closures. 12.ALL FEATURES SHOWN ARE EXISTING UNLESS OTHERWISE INDICATED, SOLlO WHITE LINE SIGNAL 13.THE PLANS SHOW SUBSURFACE STRUCTURES,ABOVEGROUND STRUCTURES AND/OR UTILITIES FROM GLENS FALLS- LAKE GEORGE S.H. N0.417 A I- _ PI�®P®SEI� PARKING TALE - LOTS 1l SZ Z FIELD LOCATION AND RECORD MAPPING,EXACT LOCATION OF WHICH MAY VARY FROM THE LOCATIONS p SASHED WHITE L/NE 0 INDICATED. IN PARTICULAR,THE CONTRACTOR IS WARNED THAT THE EXACT LOCATION OF SUCH _ PIPELINES,SUBSURFACE STRUCTURES AND/OR UTILITIES IN THE AREA MAY BE DIFFERENT FROM THAT -- PROPOSED PARKING CRITERIA REQUIRED EXISTING PROPOSED SHOWN OR MAY NOT BE SHOWN,AND SHALL BE HIS RESPONSIBILITY TO PROCEED WITH GREAT CARE IN s EXECUTING ANY WORK. 48 HOURS BEFORE YOU DIG,DRILL,OR BLAST CALL"811'. 1 PER 3 SEATS AND 1 PER 2 EMPLOYEES. 27 45 32 _ 60 SEATS/3=20+14 EMPLOYEES/2=7 THIS PLAN TO BE UTILIZED FOR SITE 20+7=27 SPACES REQUIRED W ZONING ANALYSIS TABLE - LOT 1 ZONING ANALYSIS TABLE - LOT 2 LAYOUT PURPOSES ONLY a W j 11��-� ❑ �T 1C o X ~ ZONING DISTRICT Cl-COMMERCIAL INTENSIVE ZONING DISTRICT Cl-COMMERCIAL INTENSIVE PR®P®SEJV SIGN AGE TA�LJL: N a TRAVEL CORRIDOR OVERLAY DISTRICT TRAVEL CORRIDOR OVERLAY DISTRICT � O ROUTE 9 SOUTH DESIGN GUIDELINE OVERLAY a Z ROUTE 9 SOUTH DESIGN GUIDELINE OVERLAY ZONE CRITERIA REQUIRED EXISTING PROPOSED FAST-FOOD ESTABLISHMENT=SPR(SITE PLAN REVIEW USE) ALLOWABLE PROPOSED ALLOWABLE SQUARE PROPOSED SQUARE c ��y 1[� AT Q ZONE CRITERIA REQUIRED EXISTING PROPOSED SYMBOL DESCRIPTION QUANTITY QUANTITY FOOTAGE FOOTAGE ALL SIGNS WITHIN I THE STATE g� Z t- Z MINIMUM LOT AREA(ACRES) 1.0 ACRE 0.30 ACRE UNCHANGED(E) CD A M WALL SIGN - 3 @ 14 SF - 42 SF RIGHT-OF-WAY SHALL �E INSTALLED a�• z d MINIMUM LOT AREA(ACRES) 1.0 ACRE 0.731 ACRE UNCHANGED(E) MINIMUM ROAD FRONTAGE 50 155.01 UNCHANGED PER NYSI�®T STANDARDS AND � U MINIMUM LOT WIDTH 150' 155.01' UNCHANGED MINIMUM ROAD FRONTAGE 50' 152.88' UNCHANGED B MCDONALD'S WALL SIGN 1 2 33 SF 30 SF 66 SF MINIMUM LOT DEPTH 200' 164't UNCHANGED MINIMUM LOT WIDTH 150' 152.88' UNCHANGED C FREESTANDING SIGN 1EXISTING 4 SF EXISTING SPECIFICATIONS TO REMAIN (PER SIDE TO REMAIN FLOOR AREA RATIO 0.3 N/A N/A MINIMUM LOT DEPTH 200' 261.27' UNCHANGED(E) TOTAL PROPOSED SIGNAGE a FLOOR AREA RATIO 0.3 0.11 0.12 2 SIGNS TOTAL 6 SIGNS(V) 75 SF TOTAL 108 SF(V) W W MIN, FRONT SETBACK 75' N/A N/A PLAN SCALE: AS NOTED o 0 MIN.SIDE SETBACK 20'MINUMUM;SUM 50' N/A N/A MIN.FRONT SETBACK 75' 38.1' 36.5'(E)(V)-OLD AVIATION rn a(V)-VARIANCE REQUIRED FOR NUMBER OF SIGNS AND SQUARE FOOTAGE. F v STREET ADDRESS Z i= w q 48' 51.2'(E)(V)-ROUTE 9 TM 819 STATE ROUTE 9 W o o W MIN.REAR SETBACK 25' N/A N/A MIN.SIDE SETBACK 20'MINUMUM;SUM 50' N/A N/A W 8 o O MAX,BUILDING HEIGHT 40' N/A N/A MIN.REAR SETBACK 25' 38.6' 56.3' TOWN STATE STATUS DATE BY • MIN, PERCENT PERMEABLE 30°k 21.0% 21.2%(E)(V) MAX.BUILDING HEIGHT 40' 17t 20't ENGINEERING QUEENSPURY NEW YORI� BOHLER PRELIMINARY 05/08/14 SG (V)-VARIANCE REQUIRED MIN.PERCENT PERMEABLE 30% 13.0%t 20.0%(E)(V) W.D. GOE13EL SITE CIVIL AND CONSULTING ENGINEERING (E)-EXISTING NON-CONFORMANCE V�VU BOHLER LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE COUNTY PLAN CHECKED 05/09/14 OKS (V)-VARIANCE REQUIRED SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES WARREN COUNTY 7 (E)-EXISTING NON-CONFORMANCE E N G I N E E R I N G ♦ UPSTATE NEW YORK ♦ PHILADELPHIA,PA ♦ NORTHERN VIRGINIA r d ARREl�l CO�J NTY AS-BUILT ♦ NEW ENGLAND ♦ LEHIGH VALLEY,PA ♦ CENTRAL VIRGINIA ANY PERSON IS PROHIBITED FROM ALTERING ANYTHING C THESE DRAWINGS PROF THE ACCOMPANYING 20 0 10 20 40 80 17 COMPUTER DRIVE WEST ♦ BOSTON,MA ♦ SOUTHEASTERN,PA ♦ RALEIGH,NC PLAN DESCRIPTION Kilow wheys below. SPECIFICATIONS,UNLESS IT IS UNDER THE WRITTEN DIRECTION OF A LICENSED PROFESSIONAL ENGINEER PROFESSIONAL ENGINEER NY 12205 ♦ NEW PORK METRO ♦ REHOBOTH BEACH,DE ♦ CHARLOTTE,NC OF THE FIRM. A THE EVENT SUCH ALTERATIONS ARE MADE,THE PROFESSIONAL ENGINEER OF THE FIRM ALBANY, ♦ NEW YORK,NY ♦ BALTIMORE,MD ♦ TAMPA,FL C-2 C811 before you did MUST SIGN,SEAL,DATE,AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWINGS AND/OR NEW ECTI LICENSE SE o. 21861 ■ CONNECTICUT LICENSE No.21854 Phone: (518)438-9900 NEW JERSEY ♦ SOUTHERN MARYLAND ♦ SOUTH FLORIDA VERMONT LICENSE No.7735 Fax: (518)438-0900 SITE PLAN IN THE SPECIFICATIONS.(NYS EDUCATION LAW SECTION 7209-2) GRAPHIC SCALE 1 INCH= 20 FEET MASSACHUSETTS LICENSE No.42544 n�Ee+ronsana,,oEaa+a+ocarrEMOFn+�sarr�ru�Earwv,wosxausoraEca�Eoa�usEOFoa,wvau�Ewirnourrraosv,wrrEN NEW HAMPSHIRE LICENSE No.10280 www-BohlerEn ineering.COn1 AUTHORIZATION '"�"�"E"ouaEEAmc ONLY aPv060HswNmuEERING,SEALED nu+ssHausEurraEnwa CONSTRUCTION auA Es. CAD FILE:B130172SS18 OF 17 0 BOfiESENGINEERING,201E a m 3 2 1 TYP. MJ ML L 6 RE LE S LE �r-FMF] C2 MF MJ CM TYP L2 A5.1 BEYOND L1 1 TYP. 2 C1 T ROOF CAP ELEMENT 6 i ELEV. + 20'-3" T/BLOCKING PARAPET 5' T/BLK'G ® PARAPET ELEV. + 18'-9 1/2" will ELEV. + 18'- 9 1/2" S ® I N Q ® pr p T/BLOCKING M3 T BLK'G ® ARCADE � a ELEV. + 15'-7" J T2 14 Ld TYP. V C2 B/TRELLISC TYP QL w o_ ELEV. + 10'-8" a T WINDOW F_ QUAL EQUAL ELEV. + 9'-4" T1 T/WINDOW & B/CANOPY o w1 ELEV. + 9'-4" T3 XX X w1 C1 0 0 00 ! Q / � W BR � p co B1 wl w1 \ T/SILL cR 1 w1 � T SLAB J. T SLAB ELEV. + 0'-0" ELEV. + 0'-0" BUILDING ADDRESS SS TL BR�j 0. EJ LE C1 SS TL SS 8ff 8ff 8ff 6 H. CHARACTERS AND 3/4" STROKE �j C/E et 3 C/E C E ACCESSIBILITY SIGNAGE SEE (5E GEN NOTE #6 ON A1 .0 Ac 1 FRONT ELEVATION Lu A2.0 1 4 = 1 —0 o 0 C B A SUGGESTED LAYOUT PATTERN FOR TILE PER MANUFACTURER RECOMMENDATIONS: 33% OFFSET I. - L RTU f� CU-1 & 2 CD o 7 64 1 8 H 6 25 3/4 "H RTU 1 RTU 2 CU-3 c T— to 5.O�CURB 14" H i 5 0 5 CURB 14 H 64 1/8 H 40 7/8 H 25 3/4 "H .N N crj ,f A5.'I CURB 14" H CURB 14" H T ROOF CAP ELEMENT TYP. I — I TYP. — R — — CURB 14" H C = co 00 ELEV. + 20'-3" RE MJ JZ2 LE T1 RO MF aT2LE MJ C2 MF MJ S RE CM T3 L MF BR MF EJ L E!IF L EJ .0 00 ti 8 W c'? O e. Li 3 TYP. L1 TY TYP. 2 C1 L1 1 B1 3 Lt_ — 1 L1 T BLK'G CAD PARAPET U o ch X S ELEV. + 18'- 9 1/2" a o o L1 4 hO O T BLK'G ® ARCADE LE ELEV. + 15 -7p' B/BRICK REVEAL 8 o d CL ELEV. + 12'-0" j�, L o B/CANOPY & CY1 D a c N B/TRELLIS & ELEV. + 9'-4" f ff o a ° L 0 ai c' m°c T WINDOW T/BRICK REVEAL ` w1 w1 EQUAL EQUAL ° �a; = E �+ 2 T DOOR C o o N�, ELEV. + 7'-4" Q c " B_o t OE C1 B/BRICK REVEAL r v° a / / \ ELEV. + 6'-2 3/4" N = `o �-0 3" ° W U ° C d ° °- ° O C T/SILL W1 W1 Wt // // \\ B/BRICK REVEAL N 0a�, o ELEV. + 3 -4 wi ELEV. + 0 -0 o ° ° T SLAB "� \ / T SLAB O a N.0 f n f n N�fA.`w O y V C ELEV. + 0 -0 Q �as.. a 0. ,_`E GR �CE EB R LE TL SS BR TL SS ML L SS C1 TL SS BR FB D FB D D ° o° ° H ,2 acBEYOND J 1 L3 C E B1 C/E BEYOND C E LE C E B1 Ac CO2 BO Ac o ����� �a� w o ocoz3o ° ACCESSIBILITY SIGNAGE SEE L3 2 NON—DRIVE—THRU ELEVATION ® ° 3 M N GEN NOTE 6 ON A1.0 � ° # � N y p j (Ill 0.2 U BUILDING ADDRESS CH. 2.0 1 4 = 1 —0 G w ° o{, `o�= a0ir tV a3v- c 0 y+ CHARACTERS AND 3/4" STROKE a F- W N KEY NOTES: �L LIGHT FIXTURE (WALL SCONCE) - SEE ELECTRICAL RE ROOF CAP ELEMENT BY OTHERS l�tAEST TILE TILE GENERAL NOTES: o o1-1 EUROWE:ST TILE: OYSTER BRUSHSTROKE REFERENCE 2011 TCNA HANDBOOK -EJ171 BUILDING SIGNAGE SCHEDULE = w Q N N L1-L1 = UP AND DOWN FIXTURE 12 X24 X3/8 PORCELAIN BRUSHED HONED MOVEMENT JOINT GUIDELINES n o ❑ L2 = DOWN ONLY FIXTURE FRO] ROOF DRAtN OVERFLOW PIPE PAINT TO MATCH FINISH FACADE SIGN ELEMENT S.F. o N o o BR FACEBRICK SURROUNDING MATERIAL LAYOUT PATTERN: 33% MAX. 1. LOCATION AND FREQUENCY OF JOINTS m B1 7LE ACCENT LIGHTING - SEE ELECTRICAL f EXTERIOR: 8' TO 12' FEET IN EACH DIRECTION, OR FRONT Ot McDONALD'S LOGO 33.5 i COLOR SCHEME: LOG CABIN McDONALD'S SIGNAGE BY OTHERS - UNDER SEPARATE WATERPROOFING. SETTING MATERIAL AND GROUT: AS INDICATED ON ELEVATIONS.', B1 = "MOD. 470-479 MEDIUM A" BY BELDEN L1 FS] PERMIT. BY MAPEI BRICK OR EQUAL LED LIGHT: L1 = UP AND DOWN FIXTURE STAINLESS STEEL PRODUCT # GROUT COLOR: 38 AVALANCHE, GROUT WIDTH: 2. JOINT WIDTH O2 McDONALD'S "M" ARCH LOGO 14 � L2 = DOWN ONLY FIXTURE SS 1/8" TO 3/16" EXTERIOR: MINIMUM 3/8" FOR JOINTS 8' ON } Fil ALUMINUM CANOPY SYSTEM (COLOR: GOLD) CENTER, MINIMUM 1/2" FOR JOINTS 12' ON ev TOTAL: 9 L3 = INTEGRAL CANOPY FIXTURE C = (CONNER STRIP) RONDEC R0100SP INTIAL CLEANING: DETERDEK CENTER. 47.5 N w L4 = UP ONLY FIXTURE E = (EDGE STRIP) A100SP *** POST INSTALLATION CLEANER IS REQUIRED ON a [7C2 ALUMINUM CANOPY TIE-BACK SYSTEM ALL TILE APPLICATIONS. VERIFY CLEANING 3. PERIMETER JOINTS - MOVEMENT JOINTS ARE NON-DRIVE 2 McDONALD'S "M" ARCH LOGO 14 0: METAL FASCIA - COLOR TO MATCH CORRUGATED O [7MF ❑ SOLUTION PRODUCT AND INSTRUCTIONS WITH REQUIRED WHERE TILE WORK ABUTS RESTRAINING Fc—ml CORRUGATED METAL PANEL - SEE 1 B/A5.0 1 METAL PANEL - SEE 1/A5.0 T1 ALUMINUM TRELLIS SYSTEM MANUFACTURER.*** SURFACES SUCH AS PERIMETER WALLS, AND THRU SIDE z N �-TYPE: GRADE. FLEXIBLE SEALANT AND COMPRESSIBLE TOTAL: 14 m C1 -COLOR: 1 = PRE-FAB ANCHOR-TITE FASCIA EUROWE:ST CONTACT: JAN DETER, (714) 937-7500 BACK-UP WHEN REQUIRED OR BOND BREAKER - Y x C1 = "CITYSCAPE" BY METAL-ERA FT2 TRELLIS TIE-BACK SYSTEM TAPE. _ o 2 = PRE-FAB CUSTON ARCADE FASCIA ADDITIONAL MATERIALS JOINT MATERIAL: URETHANE DRIVE THRU O McDONALD'S LOGO 33.5 m 0 m 3 = PRE-FAB MASONRY CAP FASCIA LUTER SCHLUTER SYSTEMS L.P. COLOR: TO MATCH TILE AND GROUT COLOR SIDE m 0 ;� i HOLLOW METAL DOOR - PAINT TO MATCH COLOR OF BY SCH FD] SURROUNDING MATERIAL ML METAL LETTERING - B" OTHERS T3 ALUMINUM TRELLIS 2 x 8 WALL FASCIA SYSTEM TOTAL: 33.5 IY 3 3 12 - REFER TO SIM. DETAIL 3 ON SHEET A5.1 OUTSIDE: CORNERS 4. TIE-BACK AND SIGNAGE ATTACHEMENT - Q � � � F � rn COLOR: FOR OYSTER TILE - SAND PEBBLE PRE-DRILL TILE AND SLEEVE AND SEAL ALL p p �, o FEJ EXPANSION JOINT, SEE DETAIL 7/A4.1 MR METAL ROOF - PRE-FINISH STANDING SEAM TL TILE: BRUSH STROKE SERIES BY EUROWEST RONDEC R0100SP (COLOR COATED ALUMINUM) ATTACHEMENT POINTS. REAR SIDE N/A Q O � ALUMINUM METAL ROOF COLOR: OYSTER O Z all o � Fm—jl MOVEMENT JOINT MOVEMENT JOINTS: (n FFB SCHLUTER DILEX PRIODUCT # BW8100HB FW1 EXTERIOR WINDOW ASSEMBLY - TEMPERED GLASS COLOR:I FOR OYSTER TILE - SAND PEBBLE DILEX m $ 3 0 CO2 _ - - SEE ASSEMBLY NOTES B OCS •- 00 o o 0 g w 3 3 w \--CO2= BULK CO2 FILL BOX (EQPM PB PIPE BOLLARD PAINTED YELLOW FN` TILE FIELD ABOVE ROOF AT HEARTH: O Ln 0 o 0 0 � SCHEDULE ITEM 49.00) W2 DRIVE-THRU WINDOW BY READY ACCESS 600 N dt a w M COLOR: FOR OYSTER TILE - SAND PEBBLE TOTAL BUILDING SIGNAGE 95 v, o BO= BULK OIL FILL BOX (EQPM SCHEDULE (RMHC) COIN COLLECTOR SERIES, 36" SERVICE HEIGHT WITH TRANSOM - RONDEC R0100SP (COLOR COATED ALUMINUM) ITEM 700.18) - CONFIRM USE WITH UNIT ##WPT DT2000 STD XX MANUAL OPEN; ELECTRONIC RELEASE o 031-0030.00.0 PT MCD PROJECT MANAGER CALL 1-888-743-7435 TO ORDER SLIDE DIRECTION: RL = RIGHT TO LEFT SCHLUTER SYSTEMS L.P. CONTACT: EARL MAICUS, zA2 . 0 GR GUARD RAIL - SEE SITE PLAN FOR LR = LEFT TO RIGHT (518) 1324-3410 = EXACT LOCATION AND LENGTH ELEVATIONS PROJECT No. 60525755 Task: 031-0030