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SIGN 455-2017 McDonald's "M" Logo L / L4 I've 7VIM I01 • E 0507 S,O-IVNO02:,VY MH1 3AI8(1 ' N 3ais n8Hi # 0 0-1 FA H 3AI60—NON JD 0-4 . #I: 0 0-1 HO�IV A, S,(31VNO(3 VI k� T 1t�08� � 000-1 S,CIIdN00OkV A. v i i "' 13Y43-13 NIA ' ' UM cn � pp rm D -k8nu Tq3JF-;b 4L) NAAC)i Al UOIIDAaliD jUOJJ 0 o5ol L alwil 0 {opiq}o apISr pU04 }46u uo) LLOIpna10 �UGJJ �' n rn 0601 -;I `bs �l �� „ 6 alnoA aM4S 6L$ s.plou0O:)yw rn LLOZ-99V NVIS M?- L-9'ZOir (6p1q to apls pUK)4#48.0 ua) U OHDAOIQ JUOJ; *001 -{4 tK PI ,,W,- a}no� a404S 6L8 - �,PIaU �'Y'1 ' LLU-M NJIS 6 - -9YLOiG 3 2 1 TYP. MJ ML L 6 RE I LE S LE MF C2 [E2 MJ CM TYP L2 45'1 BEYOND L1 1 TYP. C1 I T/ROOF CAP ELEMENT 6IF A5. � T/BLKI'GV®+PARAPET T/BLOCKING PARAPET ELEV. + 18'-9 1/2" ELEV. + 18'— 9 1/2" T/BLOCKING MF T/BLK'G @ARCADE ELEV. + 15'-7" 3 s ELEV. + 15'-7" 0 T2 TYP. C2 TYP. jdk B/TRELLIS ELEV. + 10'-8" r__ EQUAL EQUAL T/WINDOW T/WINDOW & B/CANOPY ELEV. + 9'-4" T1 ELEV. + 9'-4" w1 _ T3 XX X w1 C1 A2 . BR 81 \ w� w1 T/SILL GR ELEV. + 2'-0" 1 w1 T/SLAB T/SLAB ELEV. + 0'-0" 8 8" 8" ELEV. + 0'-0" BUILDING ADDRESS CH. CHARACTERS SS TL BR EJ LE C1 Ss TL SS AND 3/4" STROKE C/E 81 3 C/E C/E ACCESSIBILITY SIGNAGE SEE GEN NOTE #6 ON A1.0 (C�/E � FRONT ELEVATION Ac A2.0 1 4" = 1 '—0' 0 SUGGESTED LAYOUT PATTERN TL C g A FOR TILE PER MANUFACTURER RECOMMENDATIONS: 33% OFFSET ? 2'-0" , RTU 3 CU-1 & 2 0) 7 64 1/8" ��H 6 25 3/4 "H RTU 1 RTU 2 CU-3 o 5.0 CURB 14 H i A5.0 5 64 1/8 H 40 7/8 H 25 3/4 "H o CURB 14 H A5.1 _CURB 14" H CURB 14" H CURB 14" H T/ROOF CAP ELEMENT TYP. I — '— I TYP. co -0 ,. RE I MF MJ S RE CM T3 L MF BR MF EJ L MF L EJ ) oO ELEV. + 20 -3 MJ MF LE T1 RO MF T2 LE MJ C2 _ Cr) L1 1 B1 3 LL 1 L1 T/BLK G@ PARAPET W rn 2 L1 3 TYP. L1 TY TYP. 2 C1 (� M s ELEV. + 18'- 9 1/2 " o 0 L1 0 � OoZ T/BLK'G @ARCADE LE T/BLOCKING w .,., ELEV. + 15'-7" 0 B/BRICK REVEAL " ELEV. + 12'-0" Q o o a o I TLI I . . . . . (come V a a o B/CANOPY & T/BRICK REVEAL o a Q o I T WINDOW oa�v U / „ — ELEV. + 9'-4» o o 3 •o c ELEV. + 9 -4 a •+ a a w1 w1 EQUAL EQUAL T/DOOR U 28 .N.N C2 ELEV. + 7'-4" Q ° 1� o� I o «� o s / \ B/BRICK REVEAL - o / ;~ ','' U a'' C i c1 — / / \ ELEV. + 6'-2 3/4" _ Q C o o a Z Cc w1 w1 w1 / / \ y s cc cm�E , T/SILL . I . . . l . 1 1 . 1 — / / \ B/BRICK REVEAL o c •�'N x. d- \ / ELEV. + 3'-4" � s ° ; ° ELEV. + 3 —4 / \\ / ~ c 2 ° C-4%� 01 U �+ N T SLAB Q a ° off T SLAB ELEV. + 0'-0" 0 o o:f � �, ELEV. + 0 -0 u) � o GR SS BR LE TL SS BR TL SS ML L SS C1 TL SS BR FB D FB D /c\BEYOND C/E B1 L3 C/E B1 C/E L2 C/E C/E B1 /c\ CO2 BO ° c w BEYOND LE ow o o o a.3 ACCESSIBILITY SIGNAGE SEE L3 2 NON—DRIVE—THRU ELEVATION w C= y' , ° > > w � o oo� l GEN NOTE #6 ON A1.0 A2.O as N BUILDING ADDRESS CH. 1 /4 — 1 —0 � 4 w- _4 CHARACTERS AND 3/4" STROKE w f F— > r ROOF CAP ELEMENT BY OTHERS EUROWEST TILE TILE GENERAL NOTES: BUILDING SIGNAGE SCHEDULE °° = w o m KEY NOTES: a LIGHT FIXTURE (WALL SCONCE) - SEE ELECTRICAL FRE] EUROWEST TILE: OYSTER BRUSHSTROKE REFERENCE 2011 TCNA HANDBOOK -EJ171 z Ln w 0 N g cn Q w \ MOVEMENT JOINT GUIDELINE5 FACADE SIGN ELEMENT S.F. L1—L1 = UP AND DOWN FIXTURE 12 X24 X3/8 PORCELAIN BRUSHED HONED o 0 a N [BR] FACEBRICK L2 = DOWN ONLY FIXTURE RO ROOF DRAIN OVERFLOW PIPE PAINT TO MATCH FINISH o N 0 0 SURROUNDING MATERIAL LAYOUT PATTERN: 33% MAX. 1. LOCATION AND FREQUENCY OF JOINTS N B1 EXTERIOR: 8' TO 12' FEET IN EACH DIRECTION, OR FRONT O1 MCDONALD'S LOGO 33.5 —COLOR SCHEME: LOG CABIN LE ACCENT LIGHTING — SEE ELECTRICAL 5 McDONALD'S SIGNAGE BY OTHERS — UNDER SEPARATE WATERPROOFING, SETTING MATERIAL. AND GROUT: AS INDICATED ON ELEVATIONS. 81 = "MOD. 470-479 MEDIUM A" BY BELDEN L1 PERMIT. BY MAPEI BRICK OR EQUAL LED LIGHT: GROUT COLOR: 38 AVALANCHE, GROUT WIDTH: 2. JOINT WIDTH �2 McDONALD'S "M" ARCH LOGO 14 L1 = UP AND DOWN FIXTURE [Sj STAINLESS STEEL PRODUCT # 1/8" TO 3/16" EXTERIOR: MINIMUM 3/8" FOR JOINTS 8' ON F 7c, ALUMINUM CANOPY SYSTEM (COLOR: GOLD) L2 = DOWN ONLY FIXTURE CENTERCENTER. MINIMUM 1/2" FOR JOINTS 12' ON TOTAL: 47.5 L3 = INTEGRAL CANOPY FIXTURE C = (CONNER STRIP) RONDEC R0100SP INTIAL CLEANING: DETERDEK -z L4 = UP ONLY FIXTURE E = (EDGE STRIP) A100SP *** POST INSTALLATION CLEANER IS REQUIRED ON [C2] ALUMINUM CANOPY TIE-BACK SYSTEM ALL TILE APPLICATIONS. VERIFY CLEANING 3. PERIMETER JOINTS - MOVEMENT JOINTS ARE NON-DRIVE O2 MCDONALD'S "M" ARCH LOGO 14 O o [MFMETAL FASCIA - COLGR TO MATCH CORRUGATED SOLUTION PRODUCT AND INSTRUCTIONS WITH REQUIRED WHERE TILE WORK ABUTS RESTRAINING — METAL PANEL — SEE 1/A5.0 T1 ALUMINUM TRELLIS SYSTEM MANUFACTURER.*** SURFACES SUCH AS PERIMETER WALLS, AND THRU SIDE z G Ic—ml CORRUGATED METAL PANEL — SEE 1 B/A5.0 1 GRADE. FLEXIBLE SEALANT AND COMPRESSIBLE TOTAL: 14 p w �—TYPE: BACK—UP WHEN REQUIRED OR BOND BREAKER =1 Y Cl —COLOR: EUROWEST CONTACT: JAN DETER, (714) 937-7500 � c 1 = PRE—FAB ANCHOR—TITE FASCIA T2 TRELLIS TIE—BACK SYSTEM TAPE, C1 = "CITYSCAPE" BY METAL—ERA 2 = PRE—FAB CUSTOM ARCADE FASCIA ADDITIONAL MATERIALS JOINT MATERIAL: URETHANE DRIVE THRU O McDONALD'S LOGO 33.5 m 0 m a 3 = PRE-FAB MASONRY CAP FASCIA BY SCHLUTER SCHLUTER SYSTEMS L.P. COLOR: TO MATCH TILE AND GROUT COLOR SIDE p O z HOLLOW METAL DOOR - PAINT TO MATCH COLOR OF T3 ALUMINUM TRELLIS 2" x 8" WALL FASCIA SYSTEM TOTAL: 33.5 1 L [D] SURROUNDING MATERIAL 4. TIE-BACK AND SIGNAGE ATTACHEMENT - <[ \ w ML METAL LETTERING - BY OTHERS - REFER TO SIM. DETAIL 3 ON SHEET A5.1 OUTSIDE CORNERS COLOR: FOR OYSTER TILE - SAND PEBBLE PRE-DRILL TILE AND SLEEVE AND SEAL ALL p p a (n c 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 0 FEJ EXPANSION JOINT, SEE DETAIL 7/A4.1 FMR] ALUMINUM METAL ROOF O R- COLOR: OYSTER � � z ,� < H MOVEMENT JOINT MOVEMENT JOINTS: EXTERIOR WINDOW ASSEMBLY - TEMPERED GLASS COLOR: FOR OYSTER TILE - SAND PEBBLE DILEX a i [FB] SCHLUTER DILEX PROODUCT # BWB100HB W1 BWB100SP — SEE ASSEMBLY NOTES CO2�— _ Pg PIPE BOLLARD — PAINTED YELLOW END OF TILE FIELD ABOVE ROOF AT HEARTH: u 3r c 0 � 03 CO2= BULK CO2 FILL BOX (EQPM H DRIVE—THRU WINDOW BY READY ACCESS 600 COLOR: FOR OYSTER TILE — SAND PEBBLE TOTAL BUILDING SIGNAGE 95 SCHEDULE ITEM 49.00) SERIES, 36" SERVICE HEIGHT WITH TRANSOM — RONDEC R0100SP (COLOR COATED ALUMINUM) 031-0030.00. BO= BULK OIL FILL BOX (EQPM SCHEDULE PT (RMHC) COIN COLLECTOR XX MANUAL OPEN; ELECTRONIC RELEASE ITEM 700.18) — CONFIRM USE WITH UNIT ##WPT DT2000 STD z MCD PROJECT MANAGER CALL 1-888-743-7435 TO ORDER SLIDE DIRECTION: RL = RIGHT TO LEFT SCHLUTER SYSTEMS L.P. CONTACT: EARL MAICUS, w GUARD RAIL — SEE SITE PLAN FOR LR = LEFT TO RIGHT (518) 324-3410 `n ELEVATIONS HEXACT LOCATION AND LENGTH PROJECT No. 60525755 Task: 031-0030 PARKING INFORMATION LU AG"II�,�� % 'J 0 SPACES 9' x 18' @ 30' W NTOTAL 00 SPACES 0 SPACES 9' x 18' @ 60' U) I 2 O I 7 SPACES 9' x 18' @ 45' - � I I, 1 / / 32 (� ❑ ❑ fn J ❑ to (A ❑ wo, / / 2 SPACES $' x IV @ 45' aD Y A W W Y p W Y Y W 0I0I2 2 0 , 1- 2 0 0 2 'm` { V� 23 SPACES 9' x 18' @ 90' I PROP, ♦♦ J UTILITY INFORMATION ' LANDSCAPE z 141 AREA � OI ZONE" AfAOR SIZE TYPE LOCATION W lAf0 rEDENS/TYRES/DENTl.4LJ m LU EXISTING ° `\ SANITARY SEWER ON SITE W W 2 Z W t -t USE.• RES/DENr/AL ° UU W ¢ m Q 30.06 WATER OLD AVIATION ROAD W W -� ❑ d TREELINE TO �` � ° REMAIN AND BE ;-' / H-- ° o ■ 0_ tq W ?� TRIMMED � � o � a ■ STORM SEWER ON SITE Z O O � � O Q W ° 4.4' a tL W H > c ♦ 15'R z Z - 4� ♦ o ELECTRIC ON SITE (n Z O U W ------- / ' m = W f / v, GAS ON SITE R O O D� (D Q Z N$6°.3®yam"'a'V ° ° d_ � Y � �j p IT E PROP,TRASH ° o vUJ 0 0 W U) � � W AM* ,.,, 16WENCLOSURE ° a SURVEY INFORMATION W O O Z z m PREPARED BY ❑ Z Z 00 z I- U W Q UJ AUSFELD&WALDRUFF LAND SURVEYORS LLP O O 0. >� cn cn z ❑ o 0 0 0 2305 - - - o 0 0 514 STATE STREET m m W ,+ r SCHENECTADY,NY,1 p- ❑ Q W � Z � N ♦ BOLLARDS DATED:09-O6-2013 m m Z J a Z 0 = r, _ �r, 2�, ,�4, •,/ ♦ ROP.6"SYSL �I �� PROP MENU ORDER HERE'CANOANDPY COD !� FILE#:13-1104 (n � U) � (n of Q F p U r / IW I- i � Z PROP.MERGE t, r (TYP,OF 2) W W W ( W W W ❑ W W W PROP.CONC.MAPOINT RIPING 13.9 CONCRETE ■ a W Z 0. Q d d W PROP. ■ LEGEND ` n P '�\ V to \`,T PROP.CONC, js� a a; 2 � � CURB �r I to co cD cc ct� ram. 1�• EXIST.CATCH BASIN _ ,_ i POLE W P CURB CONIC) - a PROP,EDGE OF EXIST,UTILITY Q O rn o N v v Ln o 0 PROP.STOP ° •5'R 8 w/GUY WIRE N O C4 r- �- o o N N 0� SIGN AND"NO P i Q a a,�pA PAVEMENT Sp�y(� EXIST.SANITARY MANHOLE }p ❑x Z�� l ♦ 6' RIGHT TURN �o -"0 22'R� 8 'c �°° o j OH EXIST.OVERHEAD WIRES OMH® EXIST.DRAINAGE MANHOLE co M © `O O e- O C� O r O O ♦ a PROP.-• ;. y @NOMINEE! � SIGN _ 10 � ° ° ° 20'R BAR SYSL SINGLE YELLOW SOLID LINE � N M 6R O LLJ 01 �/� PROP.LANDSCAPE `� m °D r VICINITY MAJ13 `' � AREA(TYP.) o� ce o ��" � �; APPLICANT: NORTHEAST'SUSALN PROP.TRANSITIONAL ^ti. CURB(TYP.) 12'R PROP.DO o a a ° 1.5'R I 690 CANTON STREET,SUITE 310 SCALE: NTS /o WESTWOOD,MA NOT ENTER A o a U) PORTION OF EXISTING SIGN(TYP,) PROP,TRANSFORMER 57.6' s W TREELINE TO REMAIN PROP.CONC. Ir CURB(TYP.) o PROP.BOLLARD ' PROP,PRE-BROWSE BOARD - ( Z 10 C PROP.ACCESSIBLE'SIGN 13,0' oa 14 PROP.6"SYSL IN BOLLARD(TYP.OF 2) o a cD ♦L GE�T1G�11N A SITE E PLAN }NOTES U) ♦® PROP.NO PARKING SIGN �; o I JL�J[d J� JL V` NOTES ♦ ;�� PROP.WHITE ° ' IN BOLLARD(TYPE ©C ,I,np►F ; Z Q. STRIPING �gP 1. THIS PLAN REFERENCES A SURVEY PREPARED BY: 0- • CONCRETE' @ ®5� 'PROPOSED " Y A ( �yP¢ ACCESSIBLE ° o a o2R c�I0 AUSFELD&WALDRUFF LAND SURVEYORS LLP Q RAMP CONIC) ¢ ROP. ZONE.' C/ 514 STATE STREET Z Oy ■ PROPOSED p vi I DETECTABLE -- / -,0.V IERC/AL INTENS/1/EJ SCHENECTADY,NY,12305 C� Q ■ 10 ° o MCDONALDS ° WARNING USE. ACEHAROWARE DATED:09-06-2013 (L (� Q ' SERIES m ° r I STRIP(TYP.) 2, SPECIFIC RESOURCES,TECHNICAL REPORTS,DESIGN DOCUMENTS,ET.AL.RELATED TO THIS Iwo =z -_-__ _______.____ PROJECT INCLUDE(BUT MAY NOT BE LIMITED TO)THE FOLLOWING: �y ♦ s r?p, PROP.STOP 9 45-87 a I `a PROP.LED �. BAR AND STOP 3,900 ± S.F- °o °�'�Q� N 28.9' -SURVEY:"ALTA/ACSM LAND TITLE SURVEY,MCDONALUS U,S.A,LLC,819 STATE ROUTE 9" LIGHT AND �pF' 3'R 1 ,R SIGN(TYP.) a 60± SEATS A � PREPARED BY AU FIELD&WALDRUFF LAND SURVEYORS LLP,LAST REVISED 09-04.2013. POLE CONIC) ` I � PROP.CONC, C� 5 PROP. o • CURB CONIC) f ° PROP.CANOPY(TYP.) TRANSITIONAL 10 3 CONTRACTOR IS RESPONSIBLE FOR OBTAINING THESE DOCUMENTS AND FAMILIARIZING �� e THEMSELVES WITH SAME FOR APPLICATION BOTH PRIOR TO AND DURING CONSTRUCTION. u75'FRONT YARD SETBACK � O J g v ROP.CONC.PAD 3, PARCEL DATA: z 0 ° PROP.4"WHITE 7 � � � - 8 STRIPING \`Q� 18A' 10. c •• P.P NTE 'a 19.1 ACCESSIBLE SYMBOL LOT IS SHOWN AS TAX ID D.B.3782 Pg.291 IN THE WARREN COUNTY CLERKS OFFICE � CONIC} SEC.302.06-BILK.1-LOT 48&SEC.302.06-BILK.1-LOT 49 a O PROP.ASPHALT i��p ® © r w V5 PAVEMENT(TYP.) R ° I ( 0 � 0 ��LOT 1 SR . 15'R a[ 46.7' Q CONTRACTOR TOR GENERAL NOTES o w � ■ 5 BLDG LINE -- TR PROP,_FLAGPOLE_ _ - - - .. - -'- - g -- - --- --- q z O W CU fE A 1.MCDONALD'S FREESTANDING SIGN IS TO REMAIN. Z w PROP.SAWCUT WA mpup O LINE 10' ®T 2 a ° 10 AND "LEFT TURN W N ONLY"SIGN WI"DO 101. 2.BASES,ANCHOR BOLTS,CONDUIT,AND WIRING FOR ALL SIGNS ARE BY THE GENERAL CONTRACTOR. z 10 PROP."STOP"SIGN WI"DO NOT � ° � PROP.TRELLIS W � � z ® PROP,LANDSCAPE �° rn r i 8.01 20'R NOT ENTER"SIGN T W®J, K ZONE TIRAFFIC O X Q $ . �a c EX. ,R_ESTAAVDIeI•G ■ t�^?' ENTER"SIGN PLACED ON OPPOSITESIDE AREA CONIC) (TO REMAIN)SIGN C PLACED ON ■ 3.3/4"EMPTY CONDUIT TO LOCATIONS SHOWN AT THE LOT PERIMETER FOR LOT LIGHTING IS BY THE = Q F- 2 OR OPPOSITE SIDE ®� JL ��L ®�� GENERAL CONTRACTOR,AS ARE CONDUITS AND WIRING.LIGHTING FIXTURES,BASES,AND POLES ARE BY a _ ROP.4"WIDE PAINTED v o"goo l� THE OWNERIOPERATOR. PROP.5 WIDE PROP.CONC. ❑ ~ U 0 '� o STRIPING(2'O.C,)(TYP,) I ® 0 0 O 4 .0 TR PAINTED 20'R �, CURB(TYP.) = o Am C 2' There shall not be temporary lane closures on the following dates: 4.BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR.ANCHOR BOLTS ARE BY THE FLAGPOLE CL O ® PROP.STOP BAR 2'R CROSSWALK V, p g W I Z tp q� 10'R © SUPPLIER. O = :.- &q� y DIRECTIONAL 5 PROP.TRANSITIONAL 2016 2017 1 ❑ W Q ARROWS O �' CURB(TYP.) ' PR)P.LED 5,PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY.EXACT LOCATIONS SHALL BE DETERMINED TO U IO 18• 9 WR LP May 27-31 May 26-30 q ❑ LIGHT AND ALLOW FOR THE MOST ECONOMICAL INSTALLATION. ❑ ROP.4"YELLOW 10 1 O R POLE(TYP.) July 1-5 June 30-July 5 Z 0 o STRIPING FOR PROP °° Sept.2-6 Sept.1-5 O EXIST/NG STATE O DRIVE-THRU SPACES "PEDESTRIAN T Nov.23-28 Nov.22-27 6.THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES TO DETERMINE EXACT POINT OF o 4 CROSSING SIGN" 23.0 _ Dec.23-26 Dec.22-26 SERVICE CONNECTION AT EXISTING UTILITY.REFER TO THE BUILDING ELECTRICAL AND PLUMBING q ROUTE SIGN PROP.RESERVED FOR 2TR EXISTING ACCESS V Dec.31-Jan.4 Dec.30-Jan.2 DRAWINGS(BY OTHERS)FOR UTILITY SERVICE ENTRANCE LOCATIONS,SIZES,AND CIRCUITING. W (TO REMAIN) >�®� �� DRIVE-THRU SIGNS IN BOLLARD P -■- (TO REMAIN) w m 9 �� ]MEMNON j�°¢�'i�"E' p CATCN BASIN(70 REMAIN) o � .��°7 ,00„E CONC� There shall be no temporary lane closure on Route 9 on the O ■ s 40'7 WALK TO REMAIN) a -- 1��$y CONCRETE WALK following days and times: 7.ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY THE vai ? EXISTING NO CONCRETE ( EXLSRAIC ACCESS (TO REMAIN) XISTING ONE WAY SIGN - - GENERAL CONTRACTOR AT GROUNDBREAK. z LEFT TURN SIGN - �_EXIS17NG ACCESS (TO BE REMOVED) TO BE RELOCATED (TO REMAIN) Monday-Friday: 6:00 a.m.through 9:00 a,m. q z C' (TO REMAIN) 8 (TO REMAIN) 44 5, y 3:00 a.m.through 6:00 a.m. 8.FINISH WALK AND CURB ELEVATIONS SHALL BE 6"ABOVE FINISH PAVEMENT. ROP.GRANITE PROP.CONC, EXl57ING ONE WAY SIGN Z ❑ CURB(TYP.) SIDEWALK (TO REMAIN) The Department retains the right to cancel any work operatiois g WALKTO REMAIN) ___ ._--- including lane closure and/or total road closures that would be 9,ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6"BELOW TOP OF ALL WALKS AND CURBS.FINISH CL CONCRETE EXISTING ONE WAY SIGN ------- -- DA$fI7 IYRITE-LINE- e - g GRADING,LANDSCAPING,AND SPRINKLER SYSTEMS ARE BY THE OWNER/OPERATOR. W (TO REMAIN) affected by unforeseen major events that may create traffic delays CO 166'TO EXISTING DRIVEWA - - seven(7)calendar days prior to the proposed work.Specific dates Y �- are yet to be determined. 10.LOT LIGHTING CONCRETE FOOTINGS TO CONFORM WITH THE SOILS REPORT RECOMMENDATIONS FOR W 346 TO EXISTING ORIVEWA - �- EXISTING THIS PARTICULAR SITE.GC IS RESPONSIBLE TO COORDINATE WITH THE CITY AS REQUIRED. 0 � y Pedestrian accommodations must be maintained at all times during I ❑ �� (� construction. 11.ALL DIMENSIONS SHOWN ARE TAKEN FROM FACE OF CURB UNLESS OTHERWISE INDICATED. 0 Q `/ n `SEC?ION • o n The Town of Queensbury must be notified prior to any lane closures, 12,ALL FEATURES SHOWN ARE EXISTING UNLESS OTHERWISE INDICATED. 570,TO INTER -- ` LINE SIGNAL LU `J GLENS FALLS- LAKE GEORGE S.H. NO.417 13.THE PLANS SHOW SUBSURFACE STRUCTURES,ABOVEGROUND STRUCTURES Al UTILITIES FROM ��®�®�� lfplfl�T� TABLE T 0 ®�� Q_ FIELD LOCATION AND RECORD MAPPING,EXACT LOCATION OF WHICH MAY VARY FROM THE LOCATIONS p _ e PARKING ABL CX INDICATED. IN PARTICULAR,THE CONTRACTOR IS WARNED THAT THE EXACT LOCATION OF SUCH _ - SHED WH/TE LINE PIPELINES,SUBSURFACE STRUCTURES AND/OR UTILITIES IN THE AREA MAY BE DIFFERENT FROM THAT SHOWN OR MAY NOT BE SHOWN,AND SHALL BE HIS RESPONSIBILITY TO PROCEED WITH GREAT CARE IN PROPOSED PARKING CRITERIA REQUIRED EXISTING PROPOSED 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 ^ 20+7=27 SPACES REQUIRED THIS PLAN TO BE UTILIZED FOR SITE � ZONING ANALYSIS TABLE - LOT I ZONING ANALYSIS TABLE - LOT 2LU LAB'®�� ®S]ES ®14TLI' � � a ZONING DISTRICT CI-COMMERCIAL INTENSIVE ZONING DISTRICT CI-COMMERCIAL INTENSIVE PROPOSED 1� �v�T v 0 ~ TRAVEL CORRIDOR OVERLAY DISTRICT TRAVEL CORRIDOR OVERLAY DISTRICT JC]��s. POSED S][�sNAGE TABLE X - z ROUTE 9 SOUTH DESIGN GUIDELINE OVERLAY ROUTE 9 SOUTH DESIGN GUIDELINE OVERLAY d Lu U ZONE CRITERIA REQUIRED EXISTING PROPOSED FAST-FOOD ESTABLISHMENT=SPR(SITE PLAN REVIEW USE) ALLOWABLE PROPOSED ALLOWABLE SQUARE PROPOSED SQUARE }�T ��y �7 �*7� _ � SYMBOL DESCRIPTION ALL SIG S WITHIN THE STATE S ATE z i Z ZONE CRITERIA REQUIRED EXISTING PROPOSED QUANTITY QUANTITY FOOTAGE FOOTAGE 1�1� OAT 7� MINIMUM LOT AREA(ACRES) 1.0 ACRE 0.30 ACRE UNCHANGED(E) A M WALL SIGN - 3 @ 14 SF - 42 SF RIGHT-OF-WAY-WAY SHALL JL➢E INSTALLED � z U) MINIMUM LOT AREA(ACRES) 1.0 ACRE 0.731 ACRE UNCHANGED(E) MINIMUM ROAD FRONTAGE 50' 155.01, UNCHANGED MINIMUM ROAD FRONTAGE 50' 152.88' UNCHANGED B MCDONALUS WALL SIGN 1 2 @ 33 SF 30 SF 66 SF PER NYSD®T STANDARDS AND m 0 MINIMUM LOT WIDTH 150' 155.01' UNCHANGED I MINIMUM LOT DEPTH 200' 164't UNCHANGED MINIMUM LOT WIDTH 150' 152.88' UNCHANGED C FREESTANDING SIGN 1 EXISTING 5 SPECIFICATIONS (TO REMAIN (PER SIDE) TO REMAIN MINIMUM LOT DEPTH 200' 261.27' UNCHANGED(E) N FLOOR AREA RATIO 0.3 N/A N/A TOTAL PROPOSED SIGNAGE 2 SIGNS TOTAL 6 SIGNS(V) 75 SF TOTAL 108 SF(V) Lu LILI a. MIN.FRONT SETBACK 75' N/A N/A FLOOR AREA RATIO 0.3 0.11 0.12 MIN.FRONT SETBACK 75' 38.1' 36.5'(E)(V)-OLD AVIATION PLAN SCALE: AS NOTED o ° MIN.SIDE SETBACK 20'MINUMUM;SUM 50 N/A N/A (V)•VARIANCE REQUIRED FOR NUMBER OF SIGNS AND SQUARE FOOTAGE. 0 to 48' 51.2'(E)(V)-ROUTE 9 TM 0 u�i aa' _j i W STREET ADDRESS z o MIN.REAR SETBACK 25' N/A N/A MIN.SIDE SETBACK 20'MINUMUM;SUM 50' N/A N/A 819 STATE ROUTE TE 9 wm O p Ww o p MAX.BUILDING HEIGHT 40' N/A N/A MIN.REAR SETBACK 25' 38.6' 56.3' �T TOWN T�T��y STATE STATUS DATE BY MIN.PERCENT PERMEABLE 30% 21.0% 21.2°k(E)(V) MAX.BUILDING HEIGHT 40' 17t 20't BOHLER� E N G I N E �. RING Q lJ EEl�I SE�IJ.JC� ]L NEW Y®RK PRELIMINARY 05/08/14 SG (V)-VARIANCE REQUIRED MIN.PERCENT PERMEABLE 30% 13.0%t 20.0%(E)(V) W.D. ®EEL ' R SITE CIVIL AND CONSULTING ENGINEERING (E)-EXISTING NON-CONFORMANCE ,LJ O H L E R LAND SURVEYING PROGRA-Ni NLAINAGEMENT LANDSCAPE ARCHITECTURE COUNTY PLAN CHECKED 05/09/14 OKS so (V)-VARIANCE REQUIRED SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES WARREN COUNTY N��(E)-EXISTING NON-CONFORMANCE E N G IN E E RI N G ♦ UPSTATE NEW YORK ♦ PHILADELPHIA,PA ♦ NORTHERN VIRGINIA 3 Y 1�1 JL AS-BUILT ♦ NEW ENGLAND ♦ LEHIGH VALLEY,PA ♦ CENTRAL VIRGINIA ANY PERSON IS PROHIBITED FROM ALTERING ANYTHING ON THESE DRAWINGS Al THE ACCOMPANYING 20 0 10 20 40 80 17 COMPUTER DRIVE WEST ♦ BOSTOK MA ♦ SOUTHEASTERN,PA ♦ RALEIGH,NC PLAN DESCRIPTION K�(,, SPECIFICATIONS,UNLESS IT IS UNDER THE WRITTEN DIRECTION OF A LICENSED PROFESSIONAL ENGINEER PROFESSIONAL ENGINEER ♦ NEW YORK METRO ♦ REHOBOTH BEACH,DE ♦ CHARLOTTE,NC now what's be lows t n ALBANY, NY 12205 ♦ NEW YORK,NY ♦ BALTIMORE,MD ♦ TAMPA,FL OF THE FIRM, IN THE EVENT SUCH ALTERATIONS ARE MADE,THE PROFESSIONAL ENGINEER OF THE FIRM �• i - `, CNOEW PORK LICENSE No.071284-1 NNECTICUT LICENSE No.21854 Phone: (518)438-9900 ♦ NEW JERSEY ♦ SOUTHERN MARYLAND ♦ SOUTH FLORIDA C811 before you d� MUST SIGN,SEAL,DATE,AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWINGS Al SITE PLAN C-2 �� IN THE SPECIFICATIONS. NYS EDUCATION LAW SECTION 7209-2) eRMONr TSLICENSE LICENSE No.7735 Fax: (518)438-0900 HE NAUTHORIZATIONDESIGN AND CONTENT NSER THIS NG.NARE�EMMT EDI MS ALE 3LA COPIED SHALL LL USED fpiMT"U 45TIL0 4P FRIDR WtlriBi ( GRAPHIC SCALE 1 INCH= 20 FEET MASSACHUSETTS LICENSE No.42644 AUTHORIZATION ON.•a*K1E sti�A/i09EAlEDPLAN59HALLBEUTIL®wacorsmrcTaAurNsts NEW HAMPSHIRE LICENSE No.10280 www.BohlerEngineering.com C?JIHE`fi@RfG,pie CAD FILE:B130172SS18 OF 17