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"AITAJA::SM IANU lint:iJNVcY M<U::0.ALU'S USA,1C.- j+;•f�Jt/JJ' eflvptflr,AtEwxJe r •'-:(`, -p---; `wi t✓ 1 �',. :'3Ef'AREO BY CONTROL POINT ASSOCIATES,DATED NOVEMBER 16,2011 PROVIDED BY THE CLIENT. • 11 , III- , fl 1 Y + - & --- -- -I - r=eaea. y %} % - - i -� DEED REFERENCES: ---- —I� �\,J� —�-�/� �"!1 - S x \ICDONA0'S CDRISO"TDN iC kIDONALD'S REAL t_ -- .� �'/ /~ 3: Fi t(' GCIAPANY.DATED,M?IL 2.2013 AND RECORDED IN TIE nuaxr Jn> ,1' I. WARREN COUNTYC:ERKS CFFICC IN DEED BOOK 47'7 AT P'.C[ ���`".. { ti / I r'iA•+.`Ei. ./ 303. ' _ —f} �y c � r_<--'.,N'"� fi•i --( r $ `, �'�� ~ 1NGO`FTARACR RT.Ai. o GENERAL NOTES i A•..0 T F S,m.'i.,,..YH rJ Laxu!�o.)J 11 aNqq� ! I I .I � -�. •% y � � -_ .- - N _ _ � .. .. 6 _- - _____ I ' 'M/a00)VALr7 S' �✓t I r `�r ' '1 y } NURiI- S ORIENTED TO DEED RE-EREM1 CE,t t _ __- i SRMY BLM x /. ... '' _ _ '-- 4FRPCACI DATUM F;.R MAP kEFERENCE' \., j „ ' • e I it" `x 4: 5 t` I' `! ) / '1 - - I ,ONAUTHORIZED ALTEP.A-ION OR ADDITI07 TC A SJRVCY MAP -i 1 :� I 1, ," ( �\T°•Y r I` ' u a Q ^� BEARING A LICENSED LAND SL2bLY0: CA 15 A NO APOV OF SECTION 72CP,SURI]VISIO.N J IJF-HE NEW YORK STATE CDLCATION LAW -/.. �TYi !,� ___ ! / 'r �'i'!"•`/}J M �/I _-_-_. �I-- S�• -? 'T tYNLY COPIES FROV THE OMC.HAL O_ IIIS"SURVEY MAiKLU WITH AV ORIGINA_OF,174E LAND SURVEYOR'S INKED SEAL CR I /J/J ///j/,f l t - J / % f''"'I I JI • a �` j ---11{----------- F v 1� HIS EMBOSSED StA SFALL BE'(,ONSIG_RtU 'O BE L'ALJ KJt .A' r i0�7 t 'r. 1 •__'- 1 `' y SURVEYED'ROM RECCP,D 7ESIK.71ON AND AS 4 POSSESSiCN. }l�1� ~j / `� / .�T tl Q - .. 1 _--� `•y5 SUBJECT TO COC,-N,ANTS.CA'>CMCNTS,RESTICTIOVS •..____ �(J,✓ �,I r_ -FM't.�_t +ffit _�'_ I I hr % ,'f f' I - O COVDFICNS AND AGiEEVEN-S OF RECOiC, J Jlll I II T - II 'f✓: 'i rf` / ____-- 1 i v /If1, , cA `� _ I -' _ u - I' it /'/ I, _,�\ + / /�Q �'• SURVF,Y"JEC-10 A—RIGHT, 11'LG JR IN"tKLSI IHt PI,BUC MAY F-AVL ICK HIGY WAY JSE. ` 1"`••• ` "'�{',�y� ) J, , , ^ y l: SURVEY SHO%4N IS SUBJECT TO ANY SU3SURFACE CONOIIONI •.,`\ `` `\`�.` '' _c_ Asrm -"^ _ ` ) 4v T MAY EXIST.if ANY. y -_'--- :j "+,•`_. 1' =3 - ��• , `'• M1 A , Q`�,. GRGUND FACILI-iS ANC STRLCTUftES SHOWN FEZF�li V RE_TAKEN FROM DATA OBTA14ED FROM PREVIOUS MAPS ANC I' �` Hwy stgq R RO ORAWINCS AL ABOVE CROLVO STRUCTURFS AND \ II $ -ACE-FAIL RES SHO I IEREON ARE 1HE K-SU1I Oh A, A,t\ tt~ �/ � �iC �tOri FI LID SJRVEY UNLESS CTHERYAS. h-TED.THERE MAY BE I I Y nss.A[F O-'AfKKx N O.RER RL JRE CERTIFIED B JNU U ENDERS LI I'll S-nnC._OF WHICH AHD T 4=- 1 `/� f T7f'f 1 �/9g/[9 N-'KNOd.N OR L IN.IER B`:THE UNDE IGNEO,THE SIZE AND ''`. .. k \' f'J _--- T A - __ `\/.L''' .. / 1 {)i�. M cT 3E',ER=IEC EY TFE 4PPROf RI.'E I HOZITES '� _ '/7- 1// U 3EZGRCLND FACILITIES'RCTE TIE OFG IIZri-IDN MUST BE ,j\` \'\ ,-•,',y�'�I�._•,. L w I \\was___ __._-.----_ -- ��4#P �\ `! -YGI`\ /�/ f .Y, \ � � � .. � TIFIE7 PRIOR TO CONDUCTING T ST BOiIn'GS,CXCP.NA^�: ~~ ` , l\ ` A.J CONSTRLOT ON. GI; t} ��. �_= !- � i' LA �' .,/? -=r s� - n dministrator 1 � ` -! S 787758'W _'^- .^gym o ' S 0 9 W i.Z a(79.48—_ / O718YO.E Lam.__ __ -T - __ .._.. , --------------------- _All w yr � ca�nr x•,xwu I I cuvr.�>r s+ax,ux n \ I-�-11.Imo, ---------------- I— —-- _� ----- ----'---- ----—' r-- ------- — ___ —r_____—_�___.�.�-------'——-- - �., -- �3�-T-- ,,><,,,�•rrM_>F —_--__— -- _ _ ___--__ � — NQt� 13 2013 OF N .^ U �o — __" CORINTH ROAD pR0` -_-_ i cj "t - - f ' ' __________,R„_-__-..-•^" -' %' FE55101` 1 70 29 13 REVISED THIS B TO CFR-1FY THAT THIS MAP;;N-PLAT„NO f-i!$JRt2Y ON WHICH IT WAS BASE) AS-BUILT SURVEY WERE MACE IN AC.COR'ANCF WTH'V VIAft N STANDARD QETAIL R=QL REMEVTS FDB ALTA/ACSN 10-23-13 ,{T - -AND TS SURVEY,".2,3. ;EY 6,9.1C S13 AND ALCF 0 B"A TA.AND NS�S IN Jfl'.AND MCDONALLD1S U.S.A LLC _ ---,••-t-.. 1 I� NCLUDES.TENS 2,3.s,5,6,?,1C 13 0-:hELE nEREOF.PURSUANT TO TFE rm oax xa ! I ACCURAC"SIAVDAR')S AS AOOP1tL`BY A IA ANU NSF A\D IN E=FECT Oh HE OA E OF THIS CERT,FICAT.ON,UNOERS CNFD FLRTHFR CFR.FI=S T A.IN MY PRCF_SS.DNAL OPINION,AS 13-1129 I92 CORI 1H ROAD A LAND S'JRVCYCR REGISTERED IN W..F STATP 07 NFW YORK,THE RELATIVE POSITIONAL ®OBdgR�SECTION N3113, BLOCK 1,LOT T{ ACCURACY OF TI ITS SURVEY DOS NOT EXCEED 71,AT'ni-CH S SPECIFIED THEREIN. TM OF QUERISMYy,WARREN COUNTY,NEW YORK 20 rmmq D 20 -- .. -•O - - ---- NOT A VAUO UNKRW,L DOCUkENT JNl£i5 E1.IEOSE£0%ITli RA SID IMPRESS:ON OR 8,ACK INK EEAI. KCW p 'e \ 5 Ausfeld&WaldruKT Land Surveyors LLP SCALE INFEET $1R Sehncttdttyz:A.Y.12305 3IF77fY&URIVVIA 51 1595' e(518.340 i VINCENT P. USFELD � � c I \ NEW YORK PROFESSIONAL LAND SURVEYOR 11A9597 �A' 1 D-25-13 1"�20' 13-1129 -pF 'I SIGN CABINET Notes: DESIGN BY OTHERS ELECTRICAL ILLUMINATION 4'-10" DESIGN BY OTHERS 1. Design Criteria: Building Code: New York State Building Code 2015 Model Code: IBC 2015 > i Environmental Code: ASCE 7-10 ALL STEEL SHALL BE TOP VIEW HOT DIP GALVANIZED. Ultimate Wind Speed: 115 MPH Exposure C OVER Category 11 4'—10 SRN 10 " 2. Foundation analysis assumes soil class 4. The allowable bearing pressure should be verified prior to placement of concrete. In the event that the stated requirements are not met and conditions appear e deleterious, cease and secure excavation and immediately contact THE CLIENT. 3. Caisson foundation is based on a presumptive safe lateral soil bearing pressure minimum of 150 psf MENU BOARD per foot of depth. Isolated lateral bearing footings subject to short—term lateral loads and not DESIGNED BY adversely affected by a I" motion at grade are permitted to be designed using twice the tabulated OTHERS value of the corresponding soil class. AREA OF SCREEN AREA OF SCREEN g 4. Foundation shall not be placed on, or at the top of a slope exceeding 3:1 without evaluation by a WITH BEZEL WITH BEZEL competent Professional Engineer. Do not place foundation in fill. i WITH EACH WITH EACH 5. Concrete shall be mixed to attain a minimum 28 day compressive strength of 3500 psi. [9.9ft] [9.9ft] 6. Steel reinforcing bars shall conform to ASTM A615 Grade 60 with deformations, in accordance with 7 ASTM 305. Welding of reinforcement is prohibited. LO 7. Anchor bolts shall meet ASTM F1554 Grade 36 and shall be galvanized to prevent corrosion. 8. All support members shall be free of defects. Steel tubes shall meet ASTM A500 Grade B with a minimum yield strength of 46000 psi. Steel pipe shall meet ASTM A53 Grade B with minimum yield strength of 35000 psi. Steel angle, channel, and plate shall meet ASTM A36. a 9. Steel welds shall be made with E70XX electrodes by persons qualified in accordance with AWS 9.8"x3.9"x0.20" FABRICATED standards within the post two years. STEEL COLUMN 10. Structural bolts shall meet ASTM A325 and be zinc coated unless noted otherwise. Heavy hex nuts shall meet ASTMA563 and washers shall meet ASTM F436 when used with high strength bolts. All BASE RATE COVER high strength bolts shall be tightened using the Turn—of—Nut method unless noted otherwise. SLOPE TO SHED 11. This engineer will not be responsible for safety on jobsite before, during, or after the installation WATER of this structure. It is the responsibility of the owners, contractors, and installers to ensure that the installation of this structure is completed using methods that fully comply with OSHA regulations. MDF 12. Any deviation from this design or from any part of this drawing without prior written consent of this engineer voids this drawing in its entirely. \\\\\(3)#3 REBAR 12" O.C. �j\\� \\�\\ 13. The sign depicted on this drawing is intended to be installed at the address shown, and should not be ZD (3 IN TOP 5" SUPPLIED // / // // used at any other location. a1 � �\ • �\\ a \\\-�, LU BY GEN. CONTRACTOR) ! //� NOTE: TWO OF THESE SIGNS WILL BE INSTALLED AT THIS SITE. e NE McDONALDS'S # 6743 — DOUBLE FACE MENU BOARD LLJ (4)3"Ox44" LONG a �, NY s� b �, a ANCHOR ROD W/NUT aL�J '`� o Foy - 192 Corinth Rd., Queensbury, NY 12804 a) & WASHER (GALV.) eLlENT: �a 4 ' SPENCER 102 OTIS STREET ` ' - TECHNOLOGIES NO01532 ©UGH, MA, 01532 2'-0" DIA. (4)#5 REBAR 2'-0" DIA.4 �n _ 8 `I-HL IiACHEL1; ( R()t'P (EQ. SPACED) ° N4ti SUPPLIED BY g ' "Consulun, Ln«ineers FRONT VIEW GENERAL CONTRACTOR SIDE VIEW - I ono Wha,IIor.'rRoad n /� These documents am hstruments of the Engines Sniw V16 F:AS(: iG'114 I 3 MIN. CONCRETE COVER service for use so*wb resped to the Project. Voorh'es,y106fWl lire Engineer shall retan all common law,statutory ad a1w wed rights,including the aoWigl. SHEET EY PROJECT No. 180991 They are not to be used for any�rpose by my 2 V.E.B. ottW pwty outside of iFe scope of this wak OF without the specific Written coneent of the Engineer. 3 °`'E 9-13-2018 mw,w�Nc NO.. 7-10