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2005-209 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE C-NAF OCCUPANCY Permit Number. P20050209 Date Issued: Tuesday, January 23, 2007 This is to certify that work requested to be done as shown by Permit Number P20050209 has been completed. Tax Map Number: 523400-288-020-0001-020-000-0000 Location: 1172 STATE ROUTE 9 Owner. GREAT ESCAPE THEME PARK LLC Applicant: GREAT ESCAPE/CHARACTER CAFE This structure maybe occupied as a: Commercial Alteration By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the , property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the rv`-' oreet Planning Board or Zoning Board of Appeals. Director of Building&Code E TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: P20050209 Application Number: A20050209 Tax Map No: 523400-288-020-0001-020-000-0000 Permission is hereby granted to: CTPFAT FSCAPR/CHARACTF.R CAFR For property located at: 1172 STATE ROUTE 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 Value Owner Address: GREAT ESCAPE THEME PARK L 2351 W NORTHWEST Hwv Suite 2 Commercial Alteration $6, 00 0 Total Value $6,000.00 DALLAS, TX 75220-0000 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2005-209 Looney Toones National Park Character Cafe 784 SQ FT COMMERCIAL INTERIOR ALTERATION $50.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,April 26, 2006 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the"Town of Queensbury before the expiration date.) Dated at the T o ueen ry• 4tayr-April 26, 2005 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Building Permit Application Town of Queensbury—Dept of Community Development,742 Bay Road,Queensbury,NY (518)761-8256 A permit must be obtained before begriming construction. Permit File No 0 0 S-aC No inspection will be made until applicant has received a Fee Paid $ .570, "= valid building permit. All applicants' spaces on this Rec.Fee Paid $ application must be completed and must appear on the Reviewed By: application form. Applicant: -TXe - ka4 eS e, Owner: �,v�® Address: c Address: �— Phone# ( )Zt - 3 Phone#(_) a `�R"7 4 20 U5 TOW14 OF Property Location: Lot Number: / House Number ZJ?�l S f 4e B Y UILDING AND CODE Subdivision Name: Tax Map Number: a 4,b -2 o ❑ New Building: residence /commercial Estimated Market Value of Construction:$ ❑ Addition: residence/ commercial If an Addition,what will use of new addition be? Alteration: residence/ commercial No change to exterior size: rest once com'1 ❑ Other work(describe ) Check Oceupancyluformation 1' Floor 2 Floor Other floor Total Below sq.ft. sq.ft. sq.ft. Squar eet ujo, ❑ Single family dwelling ❑ Two family dwelling ❑ Townhouse ❑ Multifamily dwelling #of units Ar Office I-/ ❑ Mercantile o Manufacturing ❑ 1 car detached garage ❑ 2 car detached garage ❑ 3 car detached garage 0 1 car attached garage NAP A ❑ 2 car attached garage ❑ 3 car attached garage o Storage building- commercial ❑ Storage building- residential ❑ Other What is the proposed height of the structure feet inches Will any second-hand or ungraded lumber be used? If so,for what? Type of Heating System: electric/ oil / gas/wood /forced hot air/ baseboard/other: Number of Firokm to be installed Number of Woodstoves to be installed List below the person(s)responsible for supervision of work as regards to building codes: Name Address Phone Number COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC.6 Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE ELECTRICAL APPROVAL Permit No...` ..............................Cert. N 2 9 0 0 7 3 Cut-in Card No...........................O �T5c ��- �Owner.............. . . .. ....... ..................... .... Location........... !....E.:.�j ......................................................................... ~I.................... Installation Consisting of....1.. 6 �..�.(r L..I � �� .�� .................................................................................................................................................................................... ..................................................................................................................................................................................... InstalledBy...�°.. .:V... ..........................................Lic.No................................................... The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of maki 'nspections at any time, and if its rules are violated,the Com any shall have the right to r oke t ce flc �f{f. Date............................. .......... INSPECTOR... .... ........................ ............................. M-h-NFP.A..1A Fr Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: � _am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: ehe1 PERMIT#: LOCATION: k1c f2sc� . INSPECT ON: TYPE OF STRUCTURE: Framing Y N N/A COMMENTS Jack Studs/Headers Bracing/Bridging i I ,L,C3v� �.Cc�- tr'�! j'✓l, lf� Joist hangers Jack Posts/Main Beams �`� ( Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %z (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side % inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LASueHemingway\Buildin&Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 y . . . . . . . . . . . . . . . .'.'.'.'.'.'. . . � . . . . . • • •'• • • CHAIN LINK . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FENCE GATE '.'•'.... . Sc2 . . . . . . . .'.'.'.'.'. .'.'.'. .'.'•','.'•'.'.'•'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. .'• . . SITE LOCATION MAC' . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . � MUL . . . . . . . . . . . . . . . . . • . . . • . • . . . . . • . • . . . • . . . . . . . . • . . . . . . . . . . . . . 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' - . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . • . • . . . . . . • . . . . • • • • • ' ' ' ' ' ' ' ' ' ' o '.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.':':'.'.':':'.':':':':':':':':':':':':':':':':':':':':':':':':':':'.' r . . . . . . . . . . ' ' ' ' ' ' ' ' ' '• • • • • • • • • • • • " ' ' ' ' ' ' " ' " " " " ' ' ' ''•'•'•'•"•'•'•"•'•'•"•'•'•"•"• • • • • ' ' ' • • • • • / EXIS77NG CONCRETE RETAINING . . . . . . . . . . . . . . . . . .'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .'.'.'.'.'.'. . . . , . . .'.'.'.'.'.'.'.'. / WALLS W11H SIGN . . . . . . . . . . . . . . .'.'. .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. / ,'•'•'•'•'•','•'•'•'•'•'•'•'•','•',','•'•'•'•', . • • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . / , , , , • , , , , , • , • • , • , • • • • • • • • , , • • • • • . , • • • • • . , • , , ,'. . . . . . . • . . .'. . . . . . . . . . . . ,.'. .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.','.'.'. / .'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..'.'...'.'.'.'.'.'.'.'. . .. . . ` . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / ` . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / PLAN REFERENCES. v 1. THE GREAT ESCAPE LOONEY TOONES NATIONAL PARK SITE PLAN, BY HAANEN ENGINEERING, LLP, DATED FEBRUARY 15, 2005. SPEEDWAY . . . . . . . . . . .' 0 2. TOPOGRAPHIC SURVEY MAP FOR GREAT ESCAPE THEME PARK, LLC, / w BY THOMPSON11FLEMING L.S., P.C., DATED MARCH 7, 2000. CONCRETE �`�. / LIU � I NEW CONC, PAD J EL£K TO MATCH EXIS77NG 160 MAPLE /1� PLM SHOnVG 1N'.J.ROUR" ASSOCUTES G 1 fi Tv1 1NT BtUDING P77N PROPO D A11DMONS, Licensed Land Surveyors PLAN ME A' SPMIYAY 10284 SARCOGA ROAD PREPARED FOR J. ROG ro9 SOUTH GLENS FALLS, NEW YOff 12808 00 THE GREAT ESCAPE * * ?OWN OF OUMSSURY WARREN COUNTY NEW YORK , "S 4 SCALE.- 1` = 10' DATE: APRIL 7, 2005 MLLIAM J. ROURKE ZICENSE6 LAND SURVEYOR No, 49096 DWG NO. G\03\...\KL_CL—S/TE.dwg NO. 03•-24 i i EXISTING WOOD ROOF EXISTING DECK & ROOF FRAMING SLEEL BEAM REST REST ROOM ROOM 2 STORY FRAME BUILDING _ EMERGENCY _ _ LIGHTING RESTAURANT N I -f EXISTING WALL NEW CONSTRUCTION SPRINKLER HEAD MODIFICATIONS FRAMING (TYP.) ' BY FIRE CONTROL, IF REQUIRED ---------- --- ---, MICROLLAM LVL LINTEL BY "TRUSS-JOIST TRAINING FOODS I MACMILLAN" OR EQUIVALENT SPRINKLER HEAD ROOM OFFlCE NEW SERVING COUNTER I I (TYP.) CONSTRUCT NEW FOOTING AROUND EXISTING FOOTINGS (TYP.) NEW (4) 2x4 NEW (4) 2x4 POST EXISTING BUILDING WALL POST EXISTING CONCRETE PIER (TYP. 4X) 1 I T/PIER EL. 414'-6" i I o NEW CONSTRUCTION I I EXISTING FOOTINGS (TYP.) i NEW CONSTRUCTION 1 I EL. VARIES CASH REGISTERS REMOVE EXISTING I co 6'-4" 1 T FOOTING EL. f I T/FOOTING FOR NEW DOOR & INFlLL �� / » ----- T 5 SIM. I -----T 5 1 DRESSING i i DRESSING I FOLLOWS SLAB SLOPE 8 RETAINING WALL _� WALL AS REQUIRED I ROOM "N ROOM 1 I EL. 407'-10 1/2" 07 07 I 07 07 1 —0 HANDRAIL ( I 1 _ EXISTING SLOPE T/NEW; - I I EXTENSION — TUBE COLUMN EMERGENCY I 44 N , / � , » LIGHTI G (TYP. 6 PLACES) I 1 ( I TYP. 8 RETAINING WALL - ------ ---- - I TO MATCH TOP . - - - Q- - o r------ ---- OF EXISTING WALL 1 T NEW SLAB 1 T CURB _ - - ----�-- - -- ----� f EL. 410'-4" NEW CONSTRUCTION -� I / -- I i / ----�' -T---------- -_ N --- 1 I TO MATCH EXISTING _ 1 ,EL 411'-0" -- - - - --- EL. 413'-0" `1 i SLOPE o z 1 __ _ -- _ _ io i REMOVE EXISTING SINGLE °D T I ! in g SLOPE I o I I -_ ----- --------_ SEE NOTE 2 EXISTING _ - i 00 i » EXISTING 6 DOOR AND REPLACE W/ 6 CONCRETE SLAB - - - - - - - _- ' co 1(0 )1 -0 CONC. SLAB NVS (1) 6'-O"Wx6'-8"H DOUBLE EL. 413' 0" - - - - EXISTING RETAINING WALL T/NE'W SLAB IM. DOOR W/ PANIC BARS AND EL 410'-6" is off —1 T/NEW 8" RETAINING WALL HANDICAP THRESHHOLD. 4 1 -0 2 07 07 NEW 6" WIDE x 6" HIGH CURBS 07 07 HANDRAIL EL. 411'-0" TO FOLLOW SLAB SLOPE a CURB T/NEW SLAB 5 ELEVATION FORMED EL. 408'-2 1/2" 1 1/4" SCHED 40 PIPE SLAB CONTROL JOINT 1 0�O7 SCALE: 3/4"=1'-0" 12" HANDRAIL HANDRAIL (TYP.) (TYP.) 07 07 EXTENSION NOTE: TEMPORARILY SUPPORT ROOF FRAMING 1 1/4" SCHED 80 PIPE 2 1/2 PRIOR TO INSTALLATION OF NEW LINTEL. I HANDRAIL POST (TYP.) (TYP.) HANDRAIL & CURB 12" (MAX. POST SPACING 6'-0") T/RETAINING WALL (BEYOND) 1 1/4" SCHED 40 PIPE EL. 411'-0" PLAN 07 07 I ' OFFSET HANDRAIL (TYP.) a GRADE SCALE: 1/8"=1'-0" SEE DETAIL -� EL. f410'-10" a ° � )s on 31'-0" 5`-6" 28'-6" 5'-6" ' 13/8" THK. x 3" x 6" FOOTPAD WITH - EXISTING WOOD ROOF (2) 01/2" HVA ADHESIVE ANCHORS, _ DECK & ROOF FRAMING "HILTI" OR EQUAL (TYP.) a #4 012"EW 04 SEE DETAIL = • #4 1 S 4" SLAB ON GRADE T/SLAB DOWELS W/ (1) LAYER " 6x6xW2.9xW2.9WWMA - -.° - " EL. 408 -2 1/2 #4 ® 12 T/ FOOTING X. a - . x x. '° X -._�X a TOP EL. 407'-10 1/2" T/ CURB EXISTING STEEL 00 6'-6" EL ''411'-0" BEAM #4 BAR 3" (2) #4 GEOTEXTILE FABRIC •`_ ° 'n T SLAB 4" SLAB ON GRADE CONT. (TYP.) ^ a T SLAB EL. _ / EXISTING 00 EXISTING WALL CONT. 6" COMPACTED "MIRAFI" 500x" OR 4 = EL 410'-6" W/ (1) LAYER GRADE EL. #4 @ 12" v VERIIES (SEE 1/2" PRE-MOLDED BUILDING N FRAMING 6" STUCTURAL FILL EQUIVALENT 6» I I (6) #4 00 6x6xW2.9xW2.9WWM ; f410'-10" DOWELS = PLAN JOINT FILLER WALL � 6'-0" �8" I�-1'-6"--�i X- ---�c - X�— . X+_ 0a a .• - - - � /4" 11 8B1 BARS = - a ° #4 CONT. x—��x ° x a a. xa-x xx MICR LVL LINTEL Y 9E - - (2) NEW 1 3 . MI " -a- "TRUSS-JOIST MACMILLAN" #4 ® 12 OR EQUIVALENT 1 SECTION #4 9 12" DOWEL$ 2 4 DOWELS #4, BAR 07UO7 SCALE: 3/4 1 0 CONT. (2) #4 CONT. g- SEE SECTION 1 8 CONT. 6" SEE SECTION 1 0 -p� Q FOR SUB-BASE FOR SLAB AND INFORMATION SUB-BASEINFORMATION o o RECE'V EC� 8'-8" `° s SECTION APR arIct5 3 SECTION TOWN BU0 G6 A�1ubfP" TOWN OF 'UEENSSURY 07 07 SCALE: 3/4"=1'-0" 4 SECTION B oUr limited examination BUILDING AN(?CODE T RETAINING WALL GRADE I compliance with our comments shall T/RETAINING 07 07 SCALE: 3/4"=1'-0" not a construed as indicating the EL. 411 -0 EL. ±410 -10 • 1 1/2" plans and specifications are m full ° compliance with the Building Codes 6" 1�,P of New York State. 1 1/4" SCHED NOTES: T a . I O a�: T./VVt . 6" 6'-0" MIN. » » 4 1 40 PIPE OFFSET � SITE AT #4 BAR ° S T SLAB EL a �• HANDRAIL (TYP.) 1. REFER TO DRAWING F-02 FOR GENERAL NOTES, � A4��"'�°� _� � BUILDING !.? 2ff PT. EARTHWORK AND CONCRETE NOTES. `f REVIEWED BY CONT. � VERIIES SEE 1/2" PRE-MOLDED :Q a � �,�,.,�,,,, � ES FOR #4 ® 12" PLAN JOINT FILLER (TYP.) DOWELS } T/ FOOTING o_ 2. (2) SEPARATE EXISTING 30" DOORS TO BE REMOVED T��i�: ��1.,'UTION '�" DATE a ~ VERIES, SEE 00 f- AND REPLACED WITH (1) 6'-0"W x 6'-8"H DOUBLE DOOR �" !' 'g`"9'"; '"; C ' R x -�xa—=—is---x-- -X�—ic. Q cn t r a s s �Y; a • PLAN _ _ �— o o WITH PANIC BARS AND HANDICAP THRESHHOLDS. \ w ' as. ° .: a 3/I6 REF. cn Q (2) #44" . ° - THE GREAT ESCAPE • N it CONT. a (2) 05/8" N E W SEE SECTION 1 THRU �oF FOR SLAB AND 3"� 1/2"x1/2" �P� A1° LOONEY TOONES NATIONAL PARK SUB-BASE SEE SECTION 1 TYP 3/16" BAR STOCK *' Q d CHARACTER CAFE F p Uj INFORMATION FOR RETAINING 1 1/4" SCHED 80 PIPE TYP/ c� ..• z fit. FLOOR R PLAN WALL SIZE AND �*+ . 2 SECTION REINFORCING HANDRAIL SUPPORT (TYP.) e�a�++ Drown: JNI Checked: Scale: AS NOTED Date: 3/30/05 07 07 SCALE: 3/4"=1'-0" FOOTPAD DETAIL OFFSET HANDRAIL DETAIL OpR0 ESS% 2 ISSUED FOR PERMIT 4/13/05 HAANEN ENGINEERING, LLP SCALE: 1 2 =1 1 ISSUED FOR REVIEW 4/5/05 254 Bay Road (518) 793-7444 Phone / » " SCALE: 1/2"=1" y Jt 310 2 5 r7 0 0 —F 0'7 No. Revisions Date Queensbury, NY 12804 (518) 793-7061 Fax the LA group oP� 1.,�indsc��he rlrcliil.ectin•e �PGP Wild Gngirneering, P.C. y 40 Long Allev r� Saratoga Sphlig New York 12866 MACADAM 518;'587 8100 STONE Telefax 518;587 0180 ISLAND MAP REFERENCES. APPROMMAIE SENO4 zk 1. TOPOGRAPHIC SURVEY MAP FOR GREAT ESCAPE IHEAIE PARK, LLC; LAVE LOC411OIN y CB ELEV = 420.40 BY THOMPSONIP"ING L.S, P.C., DATED MARCH 7, 2000. kaI VC,90 0 Unauthorized alteration or y o�, addition to this document � ♦ c� is a violation of Section 7209 of the New York State ♦ �,l Education Law. ©the LA Group 2001 I --CONC. wA�c----' CBE V 406.60 w�, w c OD OC ADF_ FEPJC'C /: "Q.. ♦406.78 Desian lI MACADAM CO l!, ..... ........ . ........................... 0 ` ♦ Drawn AIM /: ,A�\ ♦ Checked RGP / e� ROQF 40ec25 orERHi1NG `� A / 0 I ......................... 4 CURB ..a.... ..... :; Zhd SAY ONOWAM PP NM 5-1 ': .::.'.'.:'::.'.'.':.:::::':.:':.:': 2nd smy OV6AHAMfi :s� •�: 1::::'::::': ::: ;: :':::':::' i 40&43 �288 / . .. . l l MACADAM 81 ANT�PS .�' ,, .' V ....... .• ......... ........:'. :....::�.. / • ............... ' t... ... ' 15' MAPLE 40292 ' ... T Z 40281 GRASS MACADAM00 ' O 94 �BEAfl ROD' ' . . ............................................... �� % _ +40388 OHEiWAMG r.. 0 q c : % MACADAM GRASS �j I Z z / � . MACADAM :. / ►~'�, Z o�o �(� � .,- 12 MAPLE L ;K 4 p4 >4 '^ 0 '0N(-RFTE RE TAINING t P�NIFRS y W Z 7///, aalc ; wrTII si ;N � wF''y O ACADAM {, ►`� ........................................ i mot' W F'xOza / �Re �' a4 a j t .... +41298 /l. 0 v� C H 4ML59 MACADAM c3 - Il CONCRETE ri ' \\ 16 MAPLE A-412'�Z ;i' 407.83 BOT1q�/ `� 407.95 CURB7 Qy . OF RIDGE —'yVA- 20K TWIN MAPLE �„r —+41&59 OP x �P r) t CURB ' r427.04 c`2 ; 407.57 — --- C(NCRETE NOTE. W +42Q77 RETAINING Z 7 9 406.48 lMAL t_ I Q �, TOPOGRAPHY AND S/TE DETAILS SHOWN ARE FROM AN ACTUAL GROUND FIELD 1 �a SURVEY DONE AND BASED ON COORDINATE INFORMATION AND ELEVA T/0NS IN A ' WOODS +411. �Q` 24' WILLow MAP REF. NO. 1, THAT WERE FOUND AND CHECKED IN THE FIELD. p I1�40� GRASS ; ,� '�-�� `us' 19 a W 0 z d TOP OF BANK ' ; + 88 Z LEGEND: ' +421.28 ,10g•18 .. •'•<•' ... 4Oa54 V / GRASS � � .... Z 14" MAPLE :: �P W 409.81 ELEVATION SPOT SHOT 42157 +412J9 GRASS GPO M 26 ' 42�77 / 405:05 41, ':•: :::: � 40t�SJ a BUILDING ON GROUND VO DS CURB CURB GRASS 405:04 415.42 � =i S oosiW W o — METAL HAND RAIL FENCE ' 404.84 B MACADAM'38 ORPG�,f W o — WOOD FENCE LINE / a EDGE OF WOODS 4441 1231 LPG 299 GRASS 4o2e5 >-4 Z +414�89 / WHALE � P0� � W `'� (� TOP OR BO T TOM OF BANK / +4ax i t 0f DISPLA Y t G A W - - - - - - ROOF OVERHANG _ / a :5 x W J �. CONC. RETAINING WALL l ,�, O 40318 •• �\ � _ -tTOM/ `�,G �g C � G�� Revisions .'. .' �:� CONC. CURB �0 40288' '' o CURB MACADAM 15 79 MACADAM 16 �- W.J.RO URKE ASSOCIATES 11 10 CURB ' two COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S �•0 CUR � ./ Licensed Lend Surveyors EMBOSSED SEAL OR INKED STAMP SHALL BE 18 CONSIDERED TO BE VALID TRUE COPIES. ¢2' PINE RAMP t'Q• 10264 SARATOGA ROAD Unauthorized Alteration to this map is a ' `� RAMP ..•�"'� SOUTB GLENS FALLS, NEII YORK 12803 GRAPHIC SCALE Project 03145 violation of Section 7209, Subdivision 2 _ Date 12,/150 of the New York State Education Law. , .!! - zo o 10 so +0 80 CAD # 03145BASE ••� �` IN FEET ) Drawing BRIDGE 1 inch = 20 it. WILUAM J. 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New York 12866 EXISTING SAFARI WALK ENTRY 10'X25' 115' �18/587- 8100 NOTES: Al 7 PORTABLE KIOSK, APPROX.SIZE Telefax 518/587 0180 -EXPANSION JOINT SPACING - 20-25' O.C. " 8 EXISTING THEATRE 30'X12' 5' ` -CONTROL JOINT SPACING - 5' O.C. NOMINAL 6 CONCRETE, SEE CONCRETE SPEC. 645f TO 805f, NOT TO EXCEED -CROSS SLOPE - 1/8" TO 1/4" PER FOOT (MAX. SLOPE 2% TYP.) SOFT BRISTLE BROOM 11 EXISTING BEAR HOUSE 30'X12' 51' I OOsf,TYP.` -MAX SLOPE ALONG LENGTH OF WALK SHOULD NOT EXCEED 1:12 FINISH PERPENDICULAR TO WALK ' 11 COASTER LOADING PLATFORM 28 X10' 58'-5" 6 CEC 4" TYP 6" X 6" # 6/6 W.W.M., 2" CLR 12 TRAIN LOAD STATION 20'X8' 31'-7" TO TRAIN LOAD STATION ' Z CL HANDRAIL 16 EXISTING RESTAURANT 174'X60' 130' 407.05 ' „ MIN. L—ALUMINUM RAILING FINISH GRADE 5 —O 3 3 ` PROPOSED DOWNLIGHT, 12'HT. - -� , d FINISH GRADE STRUCTURE SCHEDULE cn o .o Unauthorized alteration or e --�=. -�— j • . APPROX. DISTANCE FROM SAFTEY APPROX. DISTANCE FROM h e .'••• . a REF. # RIDE NAME st addition to this document - -'• FENCE TO STREAM CENTER OF RIDE TO STREAM Up O H/C SEATING WITH RAILING 1S a violation of Section 00 1.�t )` (h� o' <'! (•c �' -I� 3 CRAZY BUS 36 q INSTALL TREEGRATE AROUND 7209 of the New York State o 52 O R>- EXISTING TREE • 4 FROG HOPPER 50' 67' Education Law. / REVISE RAMP ` ©the LA Group 2001 8" DEPTH GRANULAR SUBBASE COURSE- 5 SPEEDWAY 149' NYSDOT SECT. 304. TYPE 4 129' LA SCAPE BETWEEN S COMPACTED TO 95% STD. PROCTOR Q 6» 6 RED BARON 92, 109. RAMP AND WALL �^! 408.25 ` 6 CEC 4" : §t f G fOWPACTED TO 90% 10 BOATS 15, 30, 4 , 7 WALL 55' `11 TRAIN 74' W/RAIUNG '' �U 12 COASTER 3', 5' TO RIDE 25' L 2 ��¢1� `► 4i ♦ Design 13 LOLLY SWING ^h/ 2� 5' 2T R�U Drawn AJM / , �8// ` Checked RGP ACCESSIBLE RAMP SECTION 6�A5 3 AMA / N.T.S. PA 20. HCRAMP.DWG ........ ...:::........: :. .:::.:..... .::... 1 _ 48,0 i O I6 6 O :.: :....:.::.... .::::..::. ..... . ::::: ;,:;>:;;:;: ';�'.;:.::.:;::;»�.s.:.. ::::.:.::...:... ;•.::.::.;.:.: _ ....... . . WALL .;:. .....::••:::. •.••::. ... .:..� II��IH�.MMM•yMMH.M�IMIMM"•M.MMMMMY�MIM. ..:............ .. :.. .::.;:.! �' . .. .:: i;:: PROP OSED ......: DOWNLIGHT I 403.41 41 bd / 407.83 N • 9 TVV - � • 40 .4 _.:.....:.::.:....;.:.;..:.,:::.:..:...:.:.;..:..:..::; .:.: .. ..... , .:::.;.:. :;:.:::.:... • . ..:>: ...... , : 412. � I O o: PA : 1-4 v0o,t : /...:. • ;.; :,..:;::•;'•: ;;:.;.. ..,.:..::;'.": ::..' . ... ..i _ s. •1 ISTING STREAM (7 :� EX Q M1M'M,MY::M ` _i: M:M :M �c MF': A z � Tw DECK EATING AREAI I 408.0 412.72 W/RAIUNG I 467.83 PA + EXISTING HYDRANT I 403 50 7 CAS �� z NOTE: INSTALL PER MANUFACTURER'S SPECS. I TOP EL.1409.7 1 ''./ 1„.� '" WALL W/RAILING 2 1+"� �x O Z BY ROCKY TOP LOG FURNITURE; O Z CEDAR WOOD LOG RAILING 5 L-2 DRY WELL ' ,/r► 402.04 Q pr 42" HT., 2 RAIL, TENON JOINT ACE ELEV. 407.5 , 0 p4 WW py 5 AMA ;or. l DRY WELL I� ; SURF. EL. 407.5 L-2 SPLIT RAIL WOOD FENCE I i 40 .o - .. 3 CAS N.T.S. DOWNL G DT • I2 HT j EXtSTi NG WOODS 1 ( �� r. �! SILT f FENCE,TYP 81-011 fit. i (S. G 1 SQUARE SOLID STEEL PICKETS, V2 SQUARE TOP STEEL POST � 6 0 O '+ U-CHANNEL RAILS FASTENED TO RAILS WITH Y" f lyy DOSED 4 O O �� INDUSTRIAL DRIVE RIVETS. i� 12 O LIGHT, p / 404 12' HT. / 0�� 1, A . 402.26 51TE PLAN LEGEND 03.5 O 6 PIS: EXISTING 4 w fR BEAR EXHIBIT / OOU Owr 403.0 Q 0 O PROPOSED ACTIVE RIDE A >., 3 1 6' GRAVE q. , WALL 2 L AREA 1 WA L-2 p"t Z O PP �. O z PROPOSED FENCE LOCATION PP PROPOSED PASSIVE ACTIVITY � w 412:0 B , 20 �' O d O' � �0 PROPOSED COASTER LOCATION (/� EXISTING SPOT GRADES Z , ` 6' TALL STEEL PICKET FENCE 414 8 =; t 3 S�J� 405.15 w �BY MASTER-HALCO. �. , 0 . w12 AS SPECIFIED AND HARDWARE 403.5 PA E..I f� Fl [�If PROPOSED SPOT GRADES 405.15 MANUFACTURER. O i SILT FENCE,TYP. DW DRY WELL Q WALL✓ L- r- 2 40 8 REFERENCE SITE PLAN RENDERING FOR V3 w y . 3 O c7 x F PORTABLE KIOSK, APPROX. SIZE ll 405.15 PROPOSED �' 645f TO 805f, NOT TO EXCEED O DESCRIPTIONLIGHT,DOWN IOOf TYP �F�11 12'HT. Z ' 4 CAS a 4000 PSI CONCRETE PROPOSED •I PROPOSED FENCE S ENTRY PORTAL 403 r� p FOOTING. SET TOP 4" ,I P SILT FENCE n a l -- BELOW GRADE, TYP. ' jam✓ 0�� PROPOSED DOWNUGHT, 12'HT. ^ xi d- 402.25 Z r� PIP I� V :I RAMP 0-4 1� 1_ RAMP IS EQ EQ NOTES: I I I I ao�e Revisions FENCE SHALL BE MANUFACTURED BY COMPACTED �—— 1 24 O5 MASTER-HALCO, 1-888-643-3623. UNDISTURBED SUB GRADE 71� I L.. I FENCE SHALL BE GALVANIZED STEEL, 2" POWDERCOATED, BLACK. I? ALL HARDWARE AND MOUNTING BRACKETS SHALL BE AS PER MANUFACTURER'S SPECIFICATIONS. ALL FENCE POSTS AND PICKETS SHALL BE SET PLUMB. ARRIS LINE OF FENCE SHALL BE STRAIGHT AND TRUE. HORIZONTAL RAILS SHALL BE SET LEVEL. PROVIDE DETAILED SHOP DRAWINGS FOR PLANT SCHEDULE APPROVAL PRIOR TO INSTALLATION. SYM. QTY. I BOTANICAL NAME Project 03145 COMMON NAME SIZE REMARKS SPACING Date lb;f 15,E AMA 8 Amelanchier arborea Downy Serviceberry 2"-2.5" cal. GRAPHIC SCALE DECORATIVE PIER 8� ALUMINUM FENCE CEC 6 Cercis canodensis Eastem Redbud B&B multi- em CAD # 03145BASE 6-T clum La P B&B, Spring plantingon 0 10 20 40 80 EAC 10 Euonymus alatus compacto Winged Euonymus 24-30" 1 B&B N,LS. PIS 6 Pinus strobus Eastern White Pine 4'-6' ht. B&B Drawing CAS 20 Cornus albs siberica Red Twig Dogwood 18"-24" ht. CG ' ( ix F'EE'P ) _ NOTE: ALL DISTURBED AREAS TO BE TOPSOILED, SEEDED AND STABILIZED. 1 inch = 20 ft. L-3