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2009-031 TOWN OF QUEENSBURY ow 742 BayRoad,Queensbury,NY 12804-5902 (518) 761-8201 �� Qu rY� Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20090031 Date Issued: Monday, May 11, 2009 This is to certify that work requested to be done as shown by Permit Number P20090031 has been completed. Location: 1172 STATE ROUTE 9 Tax Map Number: 523400-288-020-0001-020-000-0000 Owner. GREAT ESCAPE THEME PARK LLC Applicant: GREAT ESCAPE THEME PARK LLC This structure may be occupied as a: Commercial Addition By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the (-- ,,.P41 property owner of the responsibility for compliance with Site Plan, �' Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20090031 Application Number. A20090031 Tax Map No: 523400-288-020-0001-020-000-0000 Permission is hereby granted to: GREAT ESCAPE THEME PARK LLC 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 PO BOX 543185 Commercial Addition $144,000.00 DALLAS, TX 75354-3185 Total Value $144,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2009-031 Tower ride control building- (Sasquatch) $130.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Saturday, February 06, 2010 (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 atthe'Ifpwnee u x '1 ebruary 06, 2009 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement i OFFICE USE ONLY TAX MAP NO. PERMIT NO. FEES: PERMIT / RECREATION ENGINEERING (If applicable) PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: BBL Construction Services OWNER: 6 Flags the Great Escape ADDRESS:302 Washington Ave Ext. ADDRESS: Route 9 PO Box 511 Lake George, N` PHONE NOS. 518-452-8200 PHONE NOS. 518-792-3500 ext 3320 CONTACT PERSON FOR BUILDING &CODES COMPLIANCE: ,Tan Kirk PHONE: (518) 573-7435 LOCATION OF PROPERTY: Six Flags the Great Escape Route 9 PO Box 511 lake George, NY SUBDIVISION NAME: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT Z APPLY TO YOUR O w p OLL PROJECT O LL~ J 0}- L11 UO LL LL0 CO zZ < < Vcv0LL = f--LL n°S o6 SINGLE FAMILY TWO-FAMILY MULTI-FAMILY(NO. ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) Toter Ride THER X 5W sf 300 sf 860 sf 26' - 1" tml Building Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 IF COMMERCIAL OR INDUSTRIAL–NAME OF BUSINESS: 6 Fla s the Great Escape ESTIMATED CONSTRUCTION COST: 144,000.00 — FUEL TYPE: N A HEAT TYPE? N621 *HOW MANY FIREPLACES_ N/A ( ) AND/OR WOODSTOVES(S): N/A_ ZONING CATEGORY: — ARE THERE WETLANDS ON THIS SITE? NO IS THIS A HISTORIC SITE? No PROPOSED USE OF BUILDING OR ADDITION: Amusement Ride- Control B�ldi __ - ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? Nn ARE THERE EASEMENTS ON PROPERTY? No *Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above. Signed Director of Building & Codes: 761-8256(for questions regarding Building Permits, construction codes or septic QUESTIONS? CALL 761-8256 OR EMAIL(a� systems) codesqueensburv.net VISIT OUR WEBSITE FOR MORE INFORMATION Zoning Administrator: 761-8218 (for questions regarding www•queensbury.net required permits, the permit process, application requirements or to schedule an appointment) This application/proposed action described herein is found to be in accordance with the Permission is hereby granted to the above Applicant to erect or alter the building described zoning Laws of the Town of Queensbury. herein in accordance with said Application: ZONING APPROVAL DATE — .2- 3 BUILDING &QODES APPROVAL E Town of Queensbury• Community Development Office• 742 Bay Road, Queensbury, NY 12804 • Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection requ' •cei`#101 Queensbury Building&Code Enforcement Arrive: rjD • -, /Depart: am/pm 742 Bay Road, Queensbu ,NY 12804 Inspector's Initia . > L C° CEJ ? NAME: � /� PERMIT • r_ ., • J I LOCATION: it 7 c/le 7 DATE: _ S kLW COMMENTS: Cadre/j T3ia(� / !, Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 sq. ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36 (w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight/Other Floors Okay Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft.or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/2 doors > 10%> 1000 sq. ft. '/a Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 sq. ft. Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan,if required Elevator Operation and Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in.,Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond [Both sides] Active Listening System and Signage Assembly Space. Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide1 /7 Okay To Issue Temp. or Permanent C/O ��> Fes\ Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc Inspection for Permit to Occupy Fire Marshal's Office Request Recd Permit No. 05^ ��1 Town of Queensbury 742 Bay Road 30 Queensbury,NY 12804 Scheduled Inspection Date: 5 I 46>i 4 Time: Phone: (518)761-8206 Business Name: SAsSa k-cV\ Fax: (518) 745-4437 Location: 9 Type of Inspection N/A Yes No EXITS: Exit Access Exit Enclosure COMMENTS Exit Discharge AISLES: Main Aisle Width Secondary Aisle Width EXIT SIGNAGE Sign-normal Sign-battery EVAC signs in rooms TRUSS ID SIGNAGE EMERGENCY LIGHTING FIRE EXTINGUISHER: Hung etc, Inspection of extinguisher FIRE ALARM SYSTEM Fan Shutdown Fire Sprinkler System (FDC) Fire Suppression-kitchen Fire Suppression-Gas Islan Generator Hood Installation Elevator Interior Finishes Storage Compressed Gas Clearance to Sprinklers Clearance to Electrical Electric Wiring Enclosed/Labeled Combustible Waste Vehicle Impact Protection Knox Box F.D.Signage-Utility Rooms No Smoking Signs Maximum Occupancy Sign Emergency Evacuation Plan . , Approved (If no other approvals apply,the B&C Office will ssue the ate of%ccupancy) o Denied / call for Recheck Inspected B • __��=.►'I l� Y• L:\FireMarshal\New Folder\permitto occupyform.doc Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection reque ' ed: Queensbury Building&Code Enforcement Arrive: 7._;1-1c" CFR epart: a�m 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: i` NAME: Z. PERMIT •• en- 3 \ LOCATION: T. _ i DATE: rj — COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete ,// Exterior Finish/Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 sq. ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if required � Exits At Grade Or Platform 36(w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight/Other Floors Okay Relief Valve,Heat Trap I Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion ^Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %z doors > 10%> 1000 sq.ft. 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping,3,000 sq. ft. Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in.,Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides] Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. _As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc OC i 7Worsd7- . Ilk Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection reque 4'c•' :i: Queensbury Building& Code Enforcement Arrive: Wi-46 a IP Depart: '92.1.-)5"4.m/63)" 742 Bay Road, Queensbury,NY 128 4 Inspector's Initials: " NAME: SPERMIT#: 1 " .1_5 LOCATION: C.i/e'er DATE: - ` COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Li . 'en Plumbing Vent Through Roof e" 'oof Com 1 '‘ e-Y- t Exterior Finish/Grade Comp - • o�ivalent / Interior/Exterior Guardrails 42 in. Platform/Decks ✓ _ Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.-38 in. /Step Risers 7"/Treads 11" lt- LL-- \vyi _Vestibules For Exit doors>3000 sq. ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36(w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&R- or(18")A:ove Grade '6\4 t- -- X101 Floor Bathroom Watertight/ : her Floors i �� / Relief Valve,Heat Trap/W•4901,17—0 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft.or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area k bb--C Ovt-L- -11,&-1 Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %z doors �� > 10%> 1000 sq. ft. \.)-C-\ -\-c \-\,N ,4, 3/a Hour Corridor Doors&Closers L,I, K, Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire SVh Dampers/Fire Doors Ceiling Fire Stopping,3,000 sq. ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in.,Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides] Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req As-built Septic System Layout Required or On File _ / Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Temp. or Permanent CIO Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc JARRETT Engineers, PLLC Civil&Environmental Engineering- TRANSMITTAL ngineeringTRANSMITTAL To: Town of Queensbury Building Department 742 Bay Road Queensbury,NY 12804 Date: May 7,2009 Re: Sasquatch Control Building JE 01-054.13 ITEMS TRANSMITTED Quantity Description 1 Report of Special Inspections COMMENTS: For your records. If you have any questions,do not hesitate to contact me at(518) 792-2907. Sincerely, JARRETT Engineers, PLLC Florene Thornton Office Administrator Enc. CC: Great Escape Theme Park BBL Construction Services, Inc. F.•\DataFile12001 Project Files1Great Escape 2001 Projects101-054 Great Escape Venues101-054.13 SasquatchlB CorresptSentt01054.13 090507 Trans of Spec Insp IM-.doc 12 East Washington Street 518 792-2907 Glens Falls,NY 12801 Fax 518 798-1864 JARRETT Engineers, PLLC Civil&Environmental Engineering Final Report of Special Inspections Date: May 7, 2009 Project: JME# 01-054.13 Sasquatch Control Building Location: The Great Escape Owner: The Great Escape Owner's Mailing Address: P.O. box 511 Lake George,NY 12845 Owner's Physical Address: 1172 NYS Route 9 Queensbury,NY 12804 Structural Engineer of Record: Jarrett Engineers, PLLC 12 E. Washington St. Glens Falls,NY 12801 To the best of my information, knowledge and belief, the Special Inspections required for the Sasquatch Control Building have been performed and all completed structural work has been substantially in accordance with the building design drawings prepared by Jarrett Engineers, PLLC and the New York State Building Code. Comments: • The east air compressor direction has been reversed from the building design plans to better facilitate maintenance access to the air compressor. • Non-Structural themed elements have been added to the tower side (south) of the Control Building. Respectfully Submitted, Jarrett Engineers, PLLC (Special Inspector) ,sof NEW yo9 Robert U. Holmes II, P.E. r N'�, 1 w Project Manager *P, '4p, AbFESS\ H. Thomas Jarrett H. Tho as Jarrett, P.E. P.E. # 57509 Princ'.al F:\DataFile\2001 Project Files\Great Escape 2001 Projects\01-054 Great Escape Venues\01-054.13 Sasquatch\B Corresp\Sent\01054.13 090507 Sasquatch Control Building Special Inspections Final Report.doc 12 East Washington Street 518-792-2907 Glens Falls, NY 12801 Fax 798-1864 Framing / Firesto Sr 6)/a�� Aping Inspection Report Office No. (518)761-8256 Date I = _ Queensbury Building &Code Enforcement Arrive: • ; ►�. . rt: �BG�; ,• . 742 Bay Road, Queensbury, NY 12804 Inspecto s In s: ,. NAME: i, , S C �'� v.�' C,V ( <'MiT#: C> �'3 I LOCATION: ,7� ��r �= � •' INSPECT ON: / .0 9' �. OF STRUCTURE: ((Y, 1r o L. I?)1 c 471 J _ F,v-e '.174110 — - COMMENTS: ..- / Attic Access 22° x 30" minimum ` t EC Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams J j Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes I Bearing Walls Metal Strapping for Notches Top Plate - . 1 h . . . ,. - . . ' . _:. sae Or/1/0" r f Fire separation 1, 2, 3 hour ire wall 2 3, 4 hour '= += on sealed 16 inch insulation in cavity min. W ��Jzi,JD 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 L:1Building&Codes Fomis-OLCABuilding&Codesllnspection Fo m&Framing Firestopping Inspection Repoitdoc Revised January 7,2008 (� 'tu sc Rough Plumbing / Insulation Ins eon Report Office No. (518) 761-8256 Date In •ecti r= • - el•: Queensbury Building & Code Enforcement Arrive: - '� -- : ." a rt: 'Z 742 Bay Road, Queensbury, NY 12804 Inspector's In 'a s ., NAME: r� -fl- i3 PER #: - `� LOCATI /7 2 5-j,4,,4, ¢.t : r - INSPECT ON: . ' ► • TYPE OF STRUCTURE: Y N N/A Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain /Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test ater Supply Piping Air/Head '- er Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Repor#.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection r- • ;✓' --•: Queensbury Building &Code Enforcement Arrive: .__a• ' Iv- • : 742 Bay Road, Queensbury, NY 12804 Inspector's Initia NAME: ,4e-V1(4 LA-7'A ,& GLJ-T PER , #: n9-n 31 LOCATION: PtPE INSPECT ON: 3- i t-h9 TYPE OF STRUCTURE: - Y N N/A Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 'A inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain /Vent Air/Head .� 5 P.S.I. or 10 ft. above highest connection for 15 minutes .�1 •ressure Test �% ater Supply Piping ,7-v 'r/Head q 50 P.S.I for 15 minutes /Residential Check I _yvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If ->•uired unheated spaces •ustion Air Supply for Furnace Duct work sealed •ro• -11 /No duct to• - y 1 COMMENTS: Rough Plumbing Insulation Reportrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 / --3 Foundation Inspection Report Office No.(518)761-8256 Date Inspection ;, r4 Queensbury Building&Code Enforcement Arrive: V:zy) 1401 Depart: \2:ITC _ 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: C LOCATION: 5jr INSPECT ON: / 7-C)7 TYPE OF STRUCT Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of -can rete. "19fitterials far this purpose on site. Foundation/Wallpour \‘‘,/ Reinforcement in-Pace Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspecdon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspgctio� • t r-.- ,i Queensbury Building&Code Enforcement Arrive:` : �� • `"Depart: ri�.m/ ..s' 742 Bay Rd.,Queensbury,NY 12804 Inspector's ;• .! ,i74 NAME: C i/�C:�' C `> ;, �a sj1�/1/ERMIT#.• Com' (c�S�' LOCATION: /77_ 57114_c- INSPECT ON: ��. -/ -/ J TYPE OF STRUCTURE: : k-77 t LA?t Comments N N/A Footings - - Piers Monolithic Slab / Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concr .. 7-- MajPx• &l for this pose on site. ( Foundation/Wallpour \-i.) -1/4 IV ootin: !kJ,- • ' eyway in place v Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper . Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM , N 01-03 JARRETT Engineers, PLLC Job 0 1-0591 /3 541re44 4 4 cm/&Environmental Engineering Sheet# Gyve of 12 East Washington Street (1-; :T3 :i\ :''XI 1:'''; li 7'7') Calculated by garte5 Date WO Glens Falls, New York 12801 7,--_2,' 1--- 1 .-..1i1 1T-,-,,. 1-T,.l Checked by Date 518-792-2907 Fax 518-798-1864 Scale 1 153 k l&I '''\,,----V-- IjsSi!FJ -----T---- ---r - _ . , IAAHr . -,, r ro _ ,,o_ a •Arl , 1 1 i 7- =IR , ._,If/ i , !2? _('Z 0 toil X 13 ___ _62-r1,1-? .5.[Oe_ __VakiPI! :‘__i tittai -------i- 1- - ! , I • • 1 , 1 , • [ ___ ,_ . 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TOWN OF QUEEENS/ WERY.NEW YORK I //L� JARRETT Engineers,PLLC 8 E+ H.TNOMRSJAPPEtT CG�TREET" lnmuwnWl 6xglntailq yi.Sq .�p.LDS/50D 12 FASI'WASFNDTON STTEDT P1iD)E:OHO 792.090 Y gm[ix Orae IXBJSTAUS,NY. FAX:OM TSD188 &SPI.ASIIWATER KINGDOM :=s 4 JANUMW2DLB FRO 401 4.13 9PEET:9OFD u ASlxx sT'1xMsiMA = MREx8t:lfr.x +fAiiE]eA'1H:0196SQcoon rL�y%,3M r THE GREAT ESCAPE & SPLASHWATER KINGDOM SASQUATCH,;TOWER RIDE CONTROL BUILDING US ROUTE 9 TOWN OF QUEENSBURY, NEW YORK E L9 VIE 17 MAR 15 X010 D f' TOWN OFUc BUILDIN NS'BURv CODES - o LOCATION PLAN_ EXISTING OBJECTS/BY OTHERSI�'LL+'q�•4,.r� a�A �_ Q CaLE..:.S. ..... .. .. _ _ PROPOSED OBJECTS IN THIS DESIGN - ,P � EXISTING ADJACENT PROPERTY LIVES: a _ ExISNNG PROPERTY LINES OF BITE: PROPOSED PROPERTY LINES.------- ''j. 'SASQUATCH°TOWER RIDE CONTROL BUILDING ,E _ �4,,. EXISTING MAJOR CONTOUR LINES: gt ^ -- X, - 9V )' - _ DRAWING: DRAWING TITLE SHEET. X' 'Tt 1 xW - COVER COVER i OF 9 EXISTING MINOR CONTOUR LINES'- - - - - - - - ° u+.v urz1Y.Oy yk \- - _ - (" PROPOSED MAJOR CONTOUR LINES. - ?;. 4y \ \ - C„TcA i.I, Al BUILDING ELEVATIONS 2 Of 9 PROPOSFO MINOR CONTOUR IINFS:- - - - - - - - - y . "e - - C1 SIT=PLAN 3 OF 9 EXISTING CONTOUR LINES ��-1FOUvpAT10N PLAN 4 OF 9 St FLOOR PLANS 5 OF 9 MODIPS BY CONSTRUCTOR: PROP GEED DISTURBANCE LIMITS:—DIST—DIST— y tt G,q � , 1'S { - b L` ( I 52 EUILDING SCCTION 6 OF 9 EXISTING TREE LINES: sp, �„�-e,.. M _ 54 j BU LDrtaG SECTIONS 8 OF 9 PROPOSED TREE ORES^�-' -�'�'„�-r�^�� PNN S5 STARWAY SECTIONS 9 OF 9 SANITARY FORCE MAN SA-FH SA FN— SMIRPRI GRAVITY MRN—SA-G—SA-G— _ - OVER HEAD UTILITIES: DL' DUOUM' STOPMWATER SWALE- PROJECT AREA SHORELINE/STREAM. 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L 0212x109 n2 RENSED ELEVATIONS-(tHEMING DEPICTION PER SIX FLAGS DESIGN) DEIAL REFERENCE TAG U1 u NO CHANGES THIS SHE SEE DRAWING N FOR BULL Civil&Environmental Engineering W`8109 � NO CHANGES TO SSHES ANDISSUED FOR INSTRUCTION OUSE SECTION CUT DIRECTION 12 EAST WASHINGTON STREET PHONE:(618)792-2907 01!'30!09 �g NOCHANGES ER TOW SHIEST SBURY CODE ENFORCEMENT COMMENTS NO SEDPTHIS SHEET CECTIEN REFERENCE TAG pl SECTION LETTER GLENS FALLS,N.Y. PRO k 01-054.13 FAX:(518)798-1864 01/21/09 ISSUED FOR PERMIT TO CONSTRUCT SEEDRAWING I OR SECTION DATE REV- ISSUEU/HEVISIONS Ij�, Iii, OPERATOR WINDOW AIR CONDRIOt1ER VENT —_—_ METAL ROOFING (COLOR BY OWNER) } Ili I I I:. I I WOOD AACHRECTURAL BRACKETS ADIRpNDACN 51gNG W/BARN EDGE NR COMPRESSOR VENTS I i I, .III Fn j, IIIIU NR COMPRESSOR INTAKE LOWER j METAL OR III ) ROLL UP DOORS (�SOUTH FACING ELEVATION WEST FACING ELEVATION SCALE:N.T.S. U SChE'NT.S a METAL ROOFMC 0 (COLOR 8Y OWNER) _ 0 a I bF METAL 00Mt �_.._. �.—®-- s� . ....Ir OPERATOR WINDOWS j�j - / OPERATOR W11810W5 =_ _ �AOIRONMGK SIDING W(BARK EDGE IT t ,� 9 ,1, II(T Ii --- } I - -- lDOCUNE, ' ' WOOD ARCHRECTURAL BRACRUS " v , { —"—"-- THESE DRAWINGS HAVE BEEN PREVARED FNOM INFORMAIIUN I+kJVIUGO FP']HE WNIHAOIOk AND/OR w AIR COMPRESSOR INTAKELOUVER i. P OWNER. NFORMATON PRONDCD BY OHIER5—NOT BEEN VERIFIED BY JARRES26wgiweers,PLLC w F ' FOR ACCURACY AND/OR COMPLETENESS $ T k ffi "W"k: 36'x]2'SItYiTiNGS' DkLY[flAWIVGS STAUaED RV JARRETT'Engtwwen,PLLC STAN TO UPPER LEVEL I CFMLI(BWPD Q TMH A RED 1.1—FOR CONSTRJCTIOM STAMP ARE TO BE CONSIDERED LEGAL TRLE 6VAUD WNSiRUGTION BOCUMFfRS CONTROL RWM REDRDDRA`MNGS III NOCHANGESTHISSHEE III III ( THEMED 36'WIDE n 02f24/OD Q REVISED ELEVATIONS-(THEMING DEPICTION PER SIX FLAGS DESIGN) III III III ( FALSE pWR WHH HALF}O` REVISED PER COMMENTS AND ISSUED OR CONSTRUCTION VERTICAL SIOING i (WAINSCOTING) CLASS DMDED UGNT 02!18109 1 ADI LISTED STAIR ELEVATION • 01/30109 L\ REVISED PER TOWN GUFFN TJRY CODE ENFORCEMENT COMMENTS NTEPS® NO CHANGES THIS SHEET JNTHEMED AFALSE WINDOW_/ND SH UTE nEAST FACING ELEVATION 011211M A ISSUED FOR PERMIT TO CONSTRUCT [[, 4 SCALE:NT, REVISSUED,REVISIONS n n NORTH FACING ELEVATIONu P et%� BUILDING ELEVATIONS Al LLQ MASJ scALE N.Ts. r "SASOUATCH"TOWER RIDE CONTROL BUILDING THE GREAT ESCAPE&SPLASHWATER KINGDOM US ROUTE 9 ¢j;=- m TOWN OF OUEENSBURY,NEW YORK JARRETT Engineers, PLLC v ?92� =`` CMI&E—immentat Engineering iR�iT �F T 04[4S" AS` 'fi -p.Mq y l$75 -„ 12 EAST WASHINGTON STREET PHONE:(5181;W.29 0] _ _ __ `CA Gxi 4�gros GLENS FALLS,N Y, FAX:15 8)9&1864 &SPLASAWAT£R.KINGDOM AUGUST2009 PRO#Ui-05413 SHEET:20F9 A Sir Flags`T6em<Park _ \ J GENERAL NOTES STRUCTURAL DESIGN LOADS: %' -o'.-anal•ego euaamc SFTer,:Hl-;,, I -� _�-%�'''' c-11 SITE PLAN BASED ON 111-INISTIATIAN BY THOMPSDN m FLEMwc.LAND SURVEYORS.F.C. / �• °' I-}�r % SURVEY INFORMAHOM1 PROVIDED TO JARRETI-MARTIN ENGINEERS.PLLC BY THE LA GROUP PER BUILDING CODE OF NEW YORK STATE_ ". C �( >; `. /�� - \ /m [� T'-' �` Po W 0-2)SITE P-.Nd BASED 0V INFORMATION BY THE LA GROUP,RJ ENTITLED SA5CUATCH RIDE WATER ROOF SwOGROND �%/ I/ ) SERNCE PLAN DATED 09-15-06 GROUND SNOW.P.G. 6D D PSF FLAT ROOF SNOW.PFI v/A ^)_ _ G-t}BASE MPP BASED ON LIMITED FIELD MEASUREMENTS AND INFORMATION PROVIDED B"OWtJER EXPOSURE FACTOR.CEI 1.0 ! "^-�� C _ //�' s `qY 3Eu^�`.' �I ? F - ? C-t}PLAN DEVELOPED FROM UMrtEp FIELD MEASUREMENTS NOT AN ACTUAL SURVEf IMPORTANCE FACTOR,i! i G \ C-2)CONTRACTOR TO LOCATE EXISTING UTILITIES Pfl10R TO CONSTRUCTION,C.-OT DIG SPFELT THERMAL FACTOR.CT 1.2(UNHEATED) ^f�,II ( 1 \ g' j ' f NEW YORK(I-6G0-962-7e62)AND RECORD FILE P, VE-8UI-DING CONNECTIONS,LOCATION AND }^ ELEVATION.PRIOR TO INITIATING CONSTRUCTION.CONFLICTS OR DISCREPANCIES SHALL BE REPORTEC TO THE OWNER OR ENGINEER IMMEDIAT_LY. NOTIFY ENGINEER.NMEDIATELY IF SITE COAD TIONS ARE DESIGN LOADS LIVE(PST) f DEAD{PS T(I ~'i------�_� r 0" f rn ^,� NOT AS IND CRIED. OCCUPANCY AREA -\ ff (IST FLOCK-STORAGE LIGHT) 125 N/A .�/J I %� �� I I v 3 E ARCHITECTURAL NOTES. OCGUPPNGT AREA ' ✓! 'N �a fi^'��/J�- L-45- N/A ? hl-1.EOUIPMEIIT AND INTERIOR FURNISHINGS TO 8E PROVIDED BY OWNER c 12ND FLOOR-"OFFICE USED 50 10 I (��'\\ �-..., j - --pI'--y_ AI 2 TFRIOR WALL/CEILING FINISHING SHALL BE AT THE DIRECTION OF THE OWNER o GFOUnO SNOW lOPO 60 N/A / x -- '- �'- �" ;) 'a -)IM1_ (1/2' ��"' aY =� GYPSUM WITH INTERIOR LATE%PANT WALL COVERING.TY-ICN.) ¢ UVIFORM ROOF SNOW LOAD 50.4 IJJA '58-8➢ 2i 5'9Evp�\ �f ♦ �\ / ' ��'-� !-w�V N_-..F ..e SP 8➢ I -- -I- AI-3)ALIS PROVIDE AIR-INFILTRATION B.aRRIEP.(TYVEM)OVER ENTIRE E+:TERIOR SURFACE OF ALL EXTERIOR UNBALANCED SNOW LOAD 65.5 V/A y ` / =-.T--��- I i '� ALIS UNBALANCED WIND 9O MPH / I ➢�\.,S➢ /_=_�` S - I e Ai-4)INSULATE THE BUEDING WITH CRAFT FACE BATT INSULATION(R-19 h 4-38)AT THE n NQM SEISMIC DESIGN CATEGORY TC j g j / / -( DIRECTION OF THE OWNER. $ 1 406. / ` i `I OME OPENING)22"x 30'(MINIMUM OPENC}ATTIC ACCESS._OCATION i0 BE DETERMINED BY OWNER 12Np FlCOR=1 FCTRICA ROOM) ROOFING) 111 °� ' g f. FRAMING 4O ELECTRICAL 2.0 MECHPNICALi 3.0 !(, __j � 1\ S OQ OO\\ \ \ SHEATHING i 20 \ 23'-3' 410.5 LEI_ING 2.0 ' ppyl ■FROM MISC. 1.0 , PJ•\ f`�DRaIaNCE C%: %L �\GIYNN �Pyl,tvys TOTAL ROOF DEAD LOADS 150 ...__ f BUN.pIN FEE TOR%% Ih Q I QO O_I WIND IAAO.S / EOUIPNaORNN LINE ' 1 3 'V I I ROOF NMPUHEU PROMSIONS FON LOW RISE HUILTAGS If 40 PMD 0.55 ROPE CON ROL 410.3 \ 12'0x4'DEEP CORK FAIL 42C BASIC WIND 5PEE0{3 SEC GUST). 90 MPH PERFORATED AD5 PIPE FFL 422.031 I HEIGHT AND EXPOSURE FACTOR ,D '(ROUND TRAFFIC R EQU COVER 2 I 2ND FLOOR'S �/ i,Q TJ EFFECtiYE WIND AREA 20 BY NDS OR EOUNALEM 9, Q rJ { IMPOftTANCF FACTOR 1.0 ( ! 1 4FflOM qp„,IF a Q I t l AN WIND FORCE RESISTING SYSTEM:TABLE 1609.6.21(t; t2' �6• 0 �1/09.8/' 1.1 SUP y QOO C\ ('a ( 1 J (SUBJECT TO BCEXPOSURELEAGI AND IMPORTANCE FACTORS ABOVE) \ o /V♦ C: i011 OO �' I l\\\ I I. !/ L':�. TRANSVERSE PNC LONGITUDINAL DIRECTIONS O I• ( Y ' 15'R00=SLOPE FROM CHART 'a IHOR20nTALL0aO4: 2£.5\BEND-' "' \ \\ ✓ .A A 16.1 PSI(WALL ZONE A) rS.G \\ ' L �\ -5.4 PST(WAu.ZONE eJ \ - ----f;` o\ / / + + 10.7 PSF(WALL ZONE C) \ fit -3.0 PST(WALL ZONE D) \ `p J�v i �' ✓', a VERTICAL \\ -15.4 PSF(WINDWARD ROOF ZONE E) -10.1 EST(WINDWARD ROOF ZONE F) - PSF(WINDWARD ROOF 20NE GJ \\ B 1C.2 PIPE-LARGE(ITP)-, TOWER RIDE FJUNUAT JN LIMIT r\JAS / / (SY\ITIFRS) y \ ``++tl \" P•�/ .!-' -I.T PSF{WINDWARD ROOF ZONE H) \ NS�ORMEP A PD&CJRB1 LCM-1 NTS K C'AODING:TABLE 1609.6.2.1(Z) 9, (SUBLLCT TO EXPOSURE AND IMPORTANCE FACTLR5 ABOVE) \ \ (Bt OTHERS) \ u O'+ `_/ `Cgs RECORD DOCUMENT THESE DRAWINGS HAVE BEEN PREPARED FROM INFORMATION PROVIDED BY THE CONTRACTOR AND/OR b 1-�-�� OWNER.INFORMATION PROVIDED BY OTHERS HAS NOT BEEN VERIFIED BY JARRE?I'6nginoam�PLLC ROCF=PREOURESUOTION \\\.\ \\ \c\ n r-x-}fix ♦- + ^+\ / / �J@•U FOR ACCURACY AND/OR COMPLETENESS. P5F(ZONE 1) '\\\ \ --x�'---^-x- J �'2.y OKlY D9AWIM1tiS STHMPED 6Y JARItEYL Bngineem,PLLC \ \ \ +Z.Z/-2t 4 PST(ZONE 2) -�q a - 1,F HVA ATH A RED 40SUED FOR CONSTRUCTION'STAMP ARE TO BE CGREDERED LEGAL.TRUE& LID CONSIROC: DDCJMENTS ( \ \ '") .>*y \� ! \ 8".10' `E .t-,. \ � DRAININGS +7.7/-32.1 PSF(ZONE 3) \\\, N � -HLOUGER � ,A.�. Y 08103169 !31 NO CHANGES THIS SHE; - Wpu=PRSSURF16uCnON : \\ \ x+ /� REVISED ELEVATIONSRHEMING DEPICTION PER SIX FLAGS DESIGN) \\\ z < Y 02/24/09 L1 NO CHANGES THS SHEE +13.9/-15.1 PST(ZONE 4) ( \\\ \ / ^° s ` REV1S-D PER GOMt+1ENT5 ANDISSUED FOR CONSTRUCTION ,Y (\ o Dwa/09 1 ADJUSTEDSPOT FA"ON+13.9/-19.2 PSF(ZONE 5) \ \ \ \l \ ,�a� REVISED PER TOW UEES Y NS TABLE 16x163 SEISMIC DESIGN CHPRi \ \ _�` \ \ P 0/130109 L� NO CHANGES THIS SHEET a SEISMIC USE GROUP-t o SPECTRAL RF.SPONSF COFFF.SOS-Q,2-42 \\\ `1`!, ✓ ' \ 0: ISSUED FOR PERMIT TO CONSTRUCT SITE CLA5S-D(ASSUMED/DEFAULT) V� / SIMPHFIEC ANA-BAL PROCEDURE OR SEISMIC DESIGN OF pit I'RE�# {$SUED/REVISIONS o euamncs. 1'c%31TE PLAN ; Ft00R LOADS HRSt FLOOR J SCALE'SEE GRAPHIC SCALE 7s i--,'' LIVE LOAD 5D PSF(OFFICE SPACE) fo R: ;( r l SITE PLAN Ci ci DEAD LOAD I5 PST GRAPHIC SCALE �? -' -) e.;.'''.;t °SASOUATCH"TOWER RIDE CONTROL BUILDING 10 D s 10 zo 4o THE GREAT ESCAPE&SPLASHWATER KINGDOM US ROUTE 9 TOWN OE QUEENSBURY,NEW YORK JARRET T Engineers, PLLC g ��q ��wp H.THOM DER Civi(1EnPironmenta(Engineenng o p^�. - &¢ PE.151509 12 EAST WASH INGTON STREET PHONE.(5181>92-290] RFAT SPLA (' ��/,L 7'T' ,II`7 j,'(' 6�/ a GLENS FALLS N.Y. FAX.(5181 Z9&186a &J.PL/�J�YY/i7.C�, Il11rUDOI't ' � AUGUST2IX9 PR0501-054.13 SHEET: A 9iz fla95'Thcm¢Parh &15ES•iEc'. FLO't�IRE�n6EDoe JT•(p]Pa%IPN CONCRETE SPECIFICATIONS: 1 CAST-IN-PLACE CONCRETE WORK SHAH COMPLY WITH THE FOLLOWING CODES AND STANDARDS: ACI-301•"S'ECE.W.ONS FORSTRUCTUPAL CONCRETE BUILDINGS", ACI-315"DRILLING CODE REOUIREMEN"S FOP RENFCRCED CONCRETE".EXCEPT AS MODIFIED fEREiN Y TREATED 2x6 2.CRUSHED GRAVEL SUBBASE MATERIAL SHALL COMPLY WITH NEW YORK STATE CONSTRUCTION'AND !t•o x 10•ANCHOR BOLTS; SILL PLATE MATERIALS STANDARD SPECIFICATION SECTION 30412,TYPE 2 OR 30414 PPF 4 9'O.C.MAX,SPAGNG 3,ALL CONCRETE MAA BE 3500 PSI STRENGTH AT 28 DAYS, ALL REINFORCEMENT STEEL SHALL BE 6•WIDE FOM 60.000 PS STRENGTH.ASTM A-615 1"CRAMPER: SILL SEAL(CONI.) ENTIRE PERIMETER OF SLAB / /4 O 12.O.C. 4 PLAC'NG rONCRFTF IN FORMS' DEPOSIT CONCRETE IN FORMS IN HORIZONTAL LAYERS NOT DEEPER 6• EACH WAY THAN 24 INCHES AND IN A MANNER TO AVOID INCLINED CONSTRUCTION JOINTS. WHERE PLACEMENT CONSISTS OF SEVERAL LAYERS.PLACE EACH LAYER WHILE PRECEDING WER IN WILL PLASTIC TO r4 WRAP BAR'O 4'O.0(TVP) AV010 COLD JOINTS. 3•CLFM COYER ^ e 4.1.CONSOLIDATE PLACED CONCRETE BY MECHANICAL VIBRATING EQUIPMENT SUPPLEMENTED AY a I HAND-5-MANG.RODDING,OR TAMPING USE EQUIPMENT AND PROCEDURES FOR CONSOLIDATION OF a S CLEAR CONCRETE IN ACCORDANCE WITH ACI 309 (2)i5BAR ND : CODER(IVP) CONUGUS ARWXD 00 NOT USE VIBRATORS TO TRANSPORT CONCRETE 114SIDE FORMS. INSERT AND WITHDRAW IM PERETER BF SLAB a VI4.2 BRATORS VERTICALLY AT UNIFORMLY SPACED LOCATIONS NOT FARTHER THAN VISIBLE EFFECTIVENESS 3"CIFAR J��•'^ OF MACHINE. PLACE PLACE VIEWERS TO RAPIDLY PENETRATE ER PLACED LAYAND AT LEIS-6 INCHES INTO COYER(TVPTO SETAT EACH INSERTION LIMIT DURATION OF VIBRATION TO TME PIECES "TO CONSOLIDATE ) 1_D•�B• �,,,,.� PRECEDING LAYER. DO NOT INSERT V'SRATORS INTO LOWER LAYERS OF CONCRETE THAT FINE BEGUN - SAR EOUPIMEW GRIN LINE CONCRETE AND COMPLETE EMBEDMENT OF REINFORCEMENT AND OTHER EMBEDDED ITEMS WITHOUT 4•B RC 0.5%SLOPE CAUSING SEGREGATION OF MIX. SA504.POU.— Aa 5 PROVIDE CONSTRUCTION ANC CONTROL JOINTS AS INDICATED OR REQUIRED LOCATE CONSTRUCTION � HAUNCH SECTION(WOOD WALL) JOINTS SO AS NOT TO IMPAIR STRENGTH AMR APPEARANCE OF THE STRUCTURE. OUTSIDE TO OUf6fDE Of CONCRETE `•, F1 / SCALE SEE GRAPHIC SCALE 6 00 NOT TACK-WELD OR WELD REINFORCING STEEL 9 20'INSIDE E'CHAMFER \ 3-10 GRAPHIC SCALE Y. NOT ACE FOOTINGS IN WATER OR UN FROZEN GROUND PREVENT WATER FROM FLOWING INTO E%CAVMV ATIONS. REMOVE AVI WATER AS RE9UIRED TO KEEP THE E%LAVATION DRY. -O------------ - ---qV BUDRAI ASSUME FORCES WATERTABl2E5 CMN RISE TO GRADE LEVEL(FOR DESIGN),FACTOR OF SAFETY AGAINST cI I c 1 1 6•W''ALL (IN FEET) COMPACTION OF SUBBASE MATERIAL SHALL BE DONE IN 6"LIFTS TO 954.ASTM 0-1557 OENSOY OYP 3 SIDES) SP5.ECIRCATIONS. EQUIPMENT DRAIN UNE ° " c aid (SEE SECTION A•B END 053 BLORE I I CONTROL BUILDING FOR DETAILS) 10.EXCAVATION. REMOVE AND DISPOSE OF MATERIALS ENCOUNTERED AS DIRECTED BY OWNER TO (TO DE INSTALLED BELOW SEM) 406.6 151 FLOOR OBTAIN REQUIRED SUBGRADE ELEVATIONS.CONTACT ENGINEER IF DEPTH CAN NOT BE ACHIEVED. PER U GROUP ORAYANGS) ° i6 GRADE BOTOM TO REQUIRED LINES AND PLANES TO PROVIDE SOLID BASE TO RECEIVE CONCRETE. Jr�'0 x TO•ANCHOR BOLTS; 11.PRODUCTS: I-CHAMFER{EYP) 4 O.C.MAX.SPACING PORTLAND CEMENT NUM C-150.TYPE 1 OF TrPE H. (2)J4 REBARS AGGREGATES ASTM C-33,EXCEPT LOCAL AGGREGATES OF PROVEN OU STUDY MAY BE USED WHEN (MIN 2-CLEAR COYER) ACCEPTABLE TO THE ENGINEER. MAXIMUM COARSE AGGREGATE SIZE SHALL BE i% I I II i< 1 4 WATER: POTADLE LYRI /4 RERAN 1 I g /4 FEW O 16.O.0 12" ( CAL FOR CONCRETE WALL) AIR- ENTRAINING ADMIXTURE. ASTM C-260. i I ` EACH WAY ti I I (4•-6•LONG BIR W/10"90 BEND) WATER REDUCING ADMIXTURE:ASTM C-494: TYPE AS REQUIRED TO SUIT PROJECT COMMONS USE I`I 1 IG, ONLY ADMIXTURES THA-HAVE BEEN TESTED AND ACCEPTED IN MIX DESIGNS 4. �` 3•CLEAR COYER SEALANT/BACKER ROD' SEALANT SHALL BE TWO PART POLYSULFIOE JOINT SEALANT MEETING THE i t e 5 1 ry REOJIREMENTS OF ASTM C-92C,TYPE M.GRACE AS 12.QUALITY ASSURANCE o HAUNCH M i i 4 c ° 1 I CONCRETE TESTING SERVICE CONTRACTOR WILL EMPLOY ACCEPTABLE IMING LABORATORY TO 'E SECTION 1 1 /4 REBARS PERFORM MATERIALS EVALUATION,TESTING.AND DESIGN OF CONCRETE MIXES (WOOD WALL) F1 1 a —MEN SECT.N I I (3 LAYERS) CUA_ITY CONTROL! CONTRACTOR'S TESTNG LABORATORY WILL PERFORM SAMPLING AND TESTING j I ° ° (CONCNETE WrLLI) F1 I I e' (MIN 2'CLEAR COYER) DURING CONCRETE PLACEMENT,WHICH INCLUDES THE FOLLOWING,AS DIRECTED BY THE ENLNEEP /4 O t2"D.C. 1 F c 1 1 EACN WAV 6• i•CHAMFER; THIS TESTING DOES NOT RELIEVE THE CONTRACTOR OF RESPON981LIW 0,PROVIDING CONCRETE IN 1 1 ( a i 1 ENTIRE PERMEIER OF SLAB COMPLIANCE WITH THE SPECIFCATIONS. CONiRAC1UR MAY PERFORM ADDITIONAL TESHNG AS 12.0x4'DEEP COIR I/ e — R NECESSARY TO INSURE QUALITY CONCRETE. PERFORATED ADS PIPE a 1 _______ ___�_ Y • B•x 4"CLEAR COVER SAMPLING: ASTM C-172 WJROUND TRAFFIC FOR GRATE/CODER ---- d ^ 3"CIFAE SLUMP ASTM C-ta}, ONE TESL FOR EACH LOAD A'THE POINT OF DISCHARGE BY NDB OR EOUNALENi _ ___-9-______�_____ COVER(IVP) (CONT—OU MOUND AP CONTENT' ASTM C-173,ONE FOR EACH SET OF COMPRESSIVE STRENGTH SPECIMENS. �3•-t0• PERIMETER OF SLAB r CLEAR CONFIRM IMF STRENGTH: ASTM C-39,ONE SET ONLY AND FOR EACH 50 CU.YDS.OR FRACTION 9• i'-S• THEREOF OF EACH CLASS OF CONCRETE;ONE SPECIMEN TESTED AT 7 DAYS,ONE SPECIMEN TESTEDESTI 6 FOUNDATION PLAN COMER( ) AT 28 DAYS,AND ONE RETAINED FOR_AIM TNG IF REQUIRED SCALE SEE GPAPHIC SCALE HIC SCALE TEST RESULTS WILL DE REPORTED IN WRITING TO ENGINEER,CONTRACTOR,AND CONCRETE PRODUCER BB HAUNCH SECTION{CONCRETE WALL) WITHIN za Houfts AFTER TESTS ARE MADE. GRAPHIC SCALE n rcen \� CMT'DRAWIM1GS 6TAMFEDeY JARRC'M'Eey(4reers.PLLC GRAPHIC SCALE N'ITHAREO•IssuEO EOR GONsrRLcrmM STnrnP aRBweP colvslOERED LEGAL,muEavAuc colusmucnDN DocuMFJJrs 0 6 ' q• 08/03/09 0 RECORD DRAWIN 2 MO CHANGES THIS SHEET 02/24!09 aj REUSED ELE-IIONP.(THEMING DEPICTION PER SIX FLAGS DESIGN) NO CHANGES THIS SHE o (IN FEET) 02118/09 0 REVISED PER COMMENTS AND ISSUED FOR CONSTRUCTION ZI NO CHANGES THIS SHEET) RECORD DOCUMENT M(RO109 ® REUSED PER I—OUEEtJSBUflV CDDE ENFORCEMENT COMMENTS THESE DRAWINC,S HAV,BEEN PREPARED FROM INFORMATION PROVIDED BY THE CONTRACTOR ANG/OR NO CHANGES THIS SHEET OWNER INFORMATION PROVIDED BY OTHERS HAS NOT BEEN M-PHIED BY JARREST Engineers,M,LC �Q.i/GT „A) ISSUED FOR PERMIT TO CONSTRUCT FOR ACCURACY AND/OR COMPLETENESS. CONCRETESPEC(FICATIONS:(CONT) r`dT SUED!REVISIONS 13.DEMON MIX: t FOUNDATION PLAN MIX PROPORTIONS AN DESIGN PROPORTION MIXES COMPLYING WITH THE MIX ULSIGN PROCEDURES _'\ Fi SPECIFIED IN ACI 301 'I� -; "SASOUATCH°TOWER RIDE CONTROL BUILDING 13^. OESIGNRMIXESAtONGNMVIOE ADMIXTURE WEIGCHNCO CERET�-`_RWITHML HE FOLLOWING PROFERi ES.AS ;'Tfl� TOWN OF PUENNSBURY.14E.W YORK 13.2. v MI-05 01 ATE N R .a J /tf -\iC�� rz. w/c RATIO-0.a6 NAXw" ? JARRETT UERI< 13.1. _ o ou INDICATED SCHEDULES PLACEMENT.NOT USE THAN 2 AGE MORE THAN 4 \ H. D C AMR C1vIl8s ERUtrOn • •lgY ° Engineers, PLLC a mentaiE enng TYPICAL CORNER REINFORCINti NOTES: PFM 5]SlN 12 EAST WASHINGTON STREET PHONETHEGRFATESCAPE '(518)]92290] ALL 90 BENDS AS SHOWN UNLESS OTHERWISE INJICATEO ON THESE LRAWInGS COPSRIGMT4 XAM GLENS FALLS N.V. FAX;518)]9&186: ^ S_PLA57T�YHTER KINGDOM OR NOT LESS THAN MINIMUM LAP SPECIFIED(12"MN) a c ¢ (]'X. OR NOT LESS THAN MINIMUM LAP SPECIFIED(12"MIN) AUGUST2 PROMO)-05413 SHEET:40F9 A SIX Ras,TAcmc Park &SESv:E'.::xb: (3)2x6 BLOCK COURSES j t2 STMRWAY CONSTRUCTION 12 STPIRWAY CONSTRUCTION (1)a TJI 230 W/CONT FILLER BLOCKING °° m (3)2.6 BLOCit COURSES m (BY TRUS LOST)(TTP) - --- EMERGENCY LIGHT/ �20' EKE SIGN CENTERED _ — OVER DOOR 2'-6- q• ' -5•_}•--j--B•_6• FROM ` 5 F-4 4 9 X-TJI 230 O BY TRUS JOIST) I 2' 2 ROTARY SCREW12.O.C.SPACING DWI MR COMPRESSOR (BY TRUS 40151)(TYP) L IST ROOK (2)R TA 460 12'O.C. WALL FRnMaVG�! W/COM FILLER BIRCHING t 1 /� Q 6' UNDER 2ND FLOOR WN.L /1Y S2N0 FLOOR:4220]t .r LIST FLOOR:406.88 3 I (BY TRUS (PP) L1] rc 1 :F-9.I —F I W & 28 x 20' Yz } 2 ( 4'-10- 2' DRTER }•_6- a CC O CC - CC z __ 52 z z o S2 i 52 _ � -%in - m 211 ' EMERGENCY UGM/ 5'-3- 3 IXR SIGN CENTERED 28' ( OVER DOOR FROM 5-3- - SOWS5n.BLOCKS (1331967(IYP) 54 SEE SECTION FOR AIR CON0IDONER PENEFRATCN 5 2 NNOTARYR COM SCRREW -6' ( a n� (1)ROW'OF TJI BLOCKING WALL MATERW.S — /s � GO CENTEREO IN BUILDING ROUGH OPENINYG I �( 2' 1 (2)N-Til 360 �4' 12 W/CONT FILLER BLOCKING 3*-,* UNDER 2ND FLOOR WALT. 2'-6' 4'�S v j (BY TRUS JOIST)(TYR) 4' m a SEE BECRONFOR -- TRUS 1061 TIE L.I.B WALL MATERIALS 24-O.C. 14-TX 360 O PROVIDE WEB STIFFENERS 24.O.C.SPACING ON OUiS10E JOISTS LL m (T!P DOTH SIDES) n FIRST FLOOR PLAN (OL BOTH SIDE) �1 SECOND FLOOR DECK FRAMING SECOND FLOOR PLAN L�SCALE'SEE GRAPHIC SCALE GRAPHIC SCALE u SCALE:SEE GRAPHIC SCALE SCALE SEE GRAPNC SCA1E T� GRAPHIC scat£ a I ,�, �� m DOOR SCHEDULE E STAIRWAY t2 SYMBOL 0 TYPE SIZE QUANFRY� 5 1 METAL(HOLLOW CORE) 3'x6'-8� CONSTRICTION S5 METAL(OYER HEAD ROLL UP) WINDOW SCHEDULF. -- --- 2 FACE MOUNTED(615 SER. 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SY'ABOLI TYPE SIZE QUANTITY 1 (MATERIAL LL MATCH BUILDING THEME) ''CANS& 2 o 15f FLOOR , ALUMINUM LOUVER (INSTALL PER MANVFACTVRER3 SECTIOIJ WKL FRAMING 1 (ESO-403 BY GREEhHECK) 6rB Z ---- RECOMMENDATIONS) EMERGENCY LIGHT/ 2x6 LEDGER PU1E 2 EX SK - 2 - 2.10 RIDGE (.- W-4- RECORD DOCUMENT THESE GRAWINGS UAYE BEEN PREPAREG FROM INFORMATION PROVIDED BY TUE CONTWTOR ARD/OR ji OWNER.INFORMATION PROVIDED BY OTHERS HAS NOT BEEN VERIFIED BY JA YF Engineers,POLO SEE SECTIIXi FOR (24 ' FOR ACCURACY AND/OR COMPLETENESS HEADER$121NG LY]RAnINGS STMtPED B"SARRB1T Erry(irveers.Pf3.0 j 1'-B- GC —ARED STAMP ARE iC eE con' - = oN5TPUCrpN DOCUMEIJTS �, SIO 52 C1,01/09 D (ROTATED AIR COMPRESSOR 18D•ERED I_GAL rBu'avmlDc 2x6 RAFTERS -- I 0212gl09 REVISED ELEVATION&THEMING DEPICTION PER SIX.FLAGS DESIGN) /� NO GANGES THIS SHE 1 REVISED PER GOMMEN`S AND ISSUED FOR CONSTRUCTION 2x8 RAFFERS ( 02Jt6t09 G� ADJUSTED SPOT ELEVATIO OG REVISED PER TOWN OUEENSBURY CODE ENFORCEMENT COMMENTS Sa /,g"*D E c^ NO CHANGES THIS SHEET 1'O.C. { f�t=01f2•t A SSUED FOR PERMIT TO CONSTRUCT IST WAU.FRAMING 1 -x UED I REVISIONS r a I � I 11 e WAY I THE FLOOR PLANS S1� SCH"TOERICONTRO,YGRA A & ER BUILDING OM ` ROUTEUS ro.c. —I L — — — — — — — — - - �C' TOWN OF QUEENSBURY,NEW YORK JARRETT Engineers, PLLC T�g69 24' I �ND FLOOR ROOF PLAN Cbil&E,,ue menial ENginearzng o vEGRM - .THOMAS JARRETT$," 1ST FLOOR ROOF PLAN SCAtt'SLE GRAPHIC SCALE RE 151509 12 EAST WASHINGTON STREET PHONE:(518)]92.29G1 1 LEGFAPxIC SCAL£ OUT,GM!ppy GLENS FALLS N.Y. FA.ISt8)]a&1864& KINGD0N lL�_�.4 i Y u..mvsnxex.wrxm.Tu.�..,� �.i...�.,.c AUGUST 2005 PROtl01-OSa.13 SHEET:501'S ParheaSFSy-E- STRUCTURAL NOTES: 52-1)METAL FRAMING ANCHORS.CLEVELAND STEEL SPECIALTY CO.,HARLEN METAL PRODUCTS,INC.,SILVER METAL PRODUCTS,INC.,SIMPSON STRONG-FE COMPANY,INC_ 2.10 RIME BOARD SOUTHEASTERN METALS MANUFACTURING CO.INC BAFFLED RIDGE VENT S2-2)FOR NON-LOAD-SEARING INTERIOR PARTITIONS PROVIDE FRAMING OF THE FOLLOWING 2.8 RAFTERS.12-D.C. GRADE AND SPECIES.GRADE CONSTRUCTION,STUD,OR NO 3 SPECIES EASTERN PROVIDE V MIN(2-MAX)WIDE VENT ALONG BOGS Mm SIDE SOFTWOODS,NELMA OR SPRLCE-PINE-FIR,WWPA 1 %"CDX PLYWOOD 52-3)ALL EXTERIOR WALL FRAMING TO HE 2X6 CONSTRUCTION WITH MA—LIP.STUD GREW METAL MocnING, 424.111 SPACING OF 12"O.C. W1 FtASMIND AS REQUIRED 12 12 flCE SHIELD(TYR) (AS REQUIRED BY OWNER) 3 S2-4)FOR FXTFRIOR AND[OAD-8 AGING MILE PROVIDE FRAMING OF THE FOILCWINC 4*MIR EWE GRADE AND SPECIES GRADE; NO.2 OR BETTER,SPECIES:SAT;WWPA RAFTER ANTS -b)PRUVIDIF FNGINFTRFO WO D PRODUCIR ACMPIARLI- 10 AUHHORI-IIS HAVING 32.03* OF JURISDICTION AND FOR WHICH CURRENT MODEL CODE RESEARCH OR EVALUATION REPORTS DRYWALL(TYR)J EXIST THAT EVIDENCE COMPLIANCE WITH BUILDING CODE IN EFFECT FOR PROTECT PROVIDE ENGINEERED WOOD PRODUCTS WITH ALLOWABLE DESIGN STRESSES.AS PUBLISHED BY 2A CEILING JOWS 218 FASCIA FRAMING MANUFACTURER,THAT MEET CA EXCEED THOSE INDICATED. 8 R-38 INSULATION S2-6)WHERE STRUC-URAL-USE PANES ME INDICATED FOR CONCEALE-D TYPES OF HURRICANE CUP SIMPSON STRONG-TIEWITH REQUIREMENTS APPLICATIONS,PROVIDE APA-PERFORMANCE-RATED PANELS COMPLYING E MODEL HI OR APPROVED EQUIVALENT R-19 INSULATION CTYP) 2.SOFFIT PRAINI,o DESIGNATED UNDER EACH APPLICATION FOR GRACE,SPAN RATING,EXPOSURE DURABIL11 (m,a EACH NAETSN) CLASSIFICATION,AND EDGE DETAIL(WHERE APPLICABLE) PROVIDE PANELS MEETING 246 DOUBLE TOP PILATE REQUIREMENTS SPECIFIED BUT HOT LESS THAN THICKNESS INDICA-ED 2A RIDGE PLATE S2-7)FOR WALL&ROOF SHEATHING PROVIDE APR-RATED'COX'PLYWOOD SHEATHING. S2-8)COMPLY WITH AFPA 5 'MANUAL FOR WOOD FRAME CONS OCT ON,' UNLESS GREEN METAL ROOFING 02 TR v DRYWALL Lr R) W1 FLASHING AS REQUIRED MTHERNSE INDICATED INSTALL ENGINEERED WOOD PRODUCTS TO COMPLY WITH 2.6 0 12'O.C. SPACING WRITTEN INSTRUCTIONS.IN-STALL FRAMING MEMBERS 0-SIZE AND AT PACI SUPPORTS UPP NO INDICATED ON DRAW NGS.00 NOT DRUGS STRUCTURAL MEMBERS BETWEEN ') 0 T& Cox PtYwom, 52-9)LVL BUILT UP HEADERS NAIL NTH 3 ROWS OF 10d NAILS 0 12"C.0 (70P, 246 RAFTERSMIDDLE CENTER) 2,6 WALL PLATE(CONT) 12'D.C. 12 -y4-T&G PGYMOOD� RCE&SNOW SHIELD(TLP) 12 3 3 DRIP EDGE Al 2.6 FASCIA FRAMING M& w 1-2— 2,4 SOFFR FRAMINGR.BOARD 1a'TJI 360 �R-38'NSLEA"G, (BY TRUSS JOIST) TJI SQUASH BLOCKS TYPE X GYPSUM 0") 0 DOUBLE TOP FOUR \-R-19 INSULATION 2.8 ASULKIED BOX HEADER W1 DOUBLE JACK STUDS Y2-OSB SHEETING INKS FRAMING Ota 0 12'O.C. (7,P) DOOR PT 246 BILL PLATE (INSTALL PER MANUFACTURERS RECOMMENDATIONS) 110.8 RECORD DOCUMENT THESE DRAWINGS HAVE BEEN PREPARED FROM INFORMATION PREARDED SE THE CONTRACTOR AND/OR 6'III MAN SIM.SEAT(COW) OWNER,INFORMATION PROVIDED BY OTHERS HAS NOT BEEN VERIFIED BY JARRZ-Engineers,FLEIC FOR—EY AND/OR COMPLETENESS. R U R-URAW—pb�1H [SIE FOUNDATION PLANS FOR DETAILS SEE FOUNDATION MIT A RED 4ESUED FOR CONG �ON PLANS R NUGTOMSTAN RE�-SIOERED� L,�E&V�CO�M�CIOND�UMENTS CONCRETE WALL DETAUS 08103,•09 & RECORD DRAWINGS _ NO CHANGES THIS SHE =4109 0 REVISED� NA CING DEPICTION PER SIX FLAGS DESIGN) .06.8s 0406A REVISED PER COMMENTS AND ISSUED FOR CONSTRUCTION NGES TNIS SHE_ 02/18103ADUIUSTED ELEVATIONS I REVISED PER TOIFE148SURY CODE ENFORCEMENT COMMENTS 109 01130109 NO CHANGES THIS SHEET 01OQ9AA ISSUE FOR PERMITTO CONSTRUCT CISSUE /REVISIONS B-ILDING SECTION(EAST TO WEST) 4 -SCALE SEE GRAPHC REALE Z BUILDING SECTION SASOUATCH'TOWER RIDE CONTROL BUILDING THE GREAT ESCAPE&SPLASHWATER KINGDOM US ROUTE OF TOWN UEENSBURY,NEW YORK JARRETT Engineers, PLLC T12 EA WASHINGTON STREET PHONE(18)!92-2907 E GLENS FA-LS N.Y. (516)79&1864 HGRFATESCUE &SPLASHWATER MUM AUGUST20D9 PRO#01-054.13 SHEEP 6 OF 9 A 51.MEW Th-1 Allk -EAET.—I ---RANY—PI'M VAT l 2110 RIDGE BD•RRD BAFFLED RIDGE VENTA 2.8 RAFTERS O 12"D.0 PROWpE 1'MIN(2"MAX)WIDE ANT MONO RIDGE EACH SIDE ` �' COX PLYWOW GREEN MET.[NOF'RIG lt\ 1 i. ` ICE&SNOW SHIELD(YF) W/F KS AS REWIRED L.l 1 "-1 S 12 '—'--- /-1'DRIP EDGE RAFTER VENTS -_ FASCIA \\ R-38 IN5ULRTKAN 2a6 CE.-- .101555 FR4MING �2 2x6 DOUBLE TOP PLATE .�� 2z4 S#FYf fRNMiHG 2x6ULAnDOUBLE BOX HEADER { R-19 INSULATION(TVP) / JO:K 2.6 LEDGER PLATE AIR CONDITIONER PENETRATION (t2 W.16 J47 GREEN METAL ROOMS ROUGH OPENING W/FASNING AS REQUIRED 2,5 p lY(TYP) 'COX PLYWOOD DA MALL(TVP) 2.6 RAFTERS "s&G PLYWOOD 2.6'WALL PLATE(CONT) 12 LCE&SNOW SHIELD cm) 3 12 - —13 t"GRIP EDGE N `)C > l� 7 C 1 C > t , ;_ \ I } \ ( ) 2x6 FASCN fRAWNG j/��\120,8Q-� )' �( x - 214 SOFFIT FRAMING & 2 t4"T3E R-36 INSULATION 1�"SIR BOARD (BY TRUSS JDIST) PROVIDE BUILT UP STUD TJI SQUASH BLOCKS f\(3)2x12 LOUVER HEADER UNDER EACH ENO OF EACH BUILT UP FLOOR JOIST. (TVP FOR EACH LOWER} PRONOE CONT FILLER BLOCKING FOR EACH SALT UP FLOOR JOIST 2s6 DOUBLE TOP PLATE 9 rz"TA 230 O (3)2.12 LOWER HEADER PROM BUILT UP SCUD 12'O.c.S=NG (TTP FOR EACH LOUYER)� o` 'ENE END OF EACH BUILT UP FLOOR J05T. (BY TRUS JOIST)(IYP) / u LOUVER PRWIDE OONT FILLER BLOCKING FOR EACH BUILT UP FLOOR JOIST / LOUVER E {B'x8'E56-103 BY iRiEfNHE'X) D ( t (B'x6'E5D-103 8Y CREEREIRSi E (INSTALL PER BY GRACNRER6 'TYPE X GYPSUM(TVP)-ice. (INSTALL PER MNPDFAGTUREtS RECWMFACTURERS �'^�-.., "A, ftECOMMEN@TTIONSJ OSB SHEETING 2X6 TRANI 1 p Iz"O.C. 0'a ) R-19 INSULATION 1••'J PT 2x6 51LL PLATE RECORD DOCUMENT iHESI DRAWINGS PAVE BEEN PREPARED FROM INFORMATION PROVIDED BY THE CONTRACTOR AND/OR fi\at0"8 FOR HCCURACRMANp/ORCOMPLETENEOTHER5 5 NCT BEEN YERIFIEC BY JARRt'Cf EnkHnKra,PCEC i I• 8"WIDE FQ4N SS SILL REAL(CONT) Y 4NLV DPA Gs II75WD IF JARRETT Enkinema,PLLG — �'I' Yflin 4Pe0'15iL�D'e".R+",+SSTRJCTIOt'STAmAPE TO dR CCNS'.CEPEO tC.,AL i aG SVA�'COt6.'R'JOnON D.'TM-.R'—^RIS Odl03RFJ /_r RECHD DRAWINGS SEE FOUNDATION PLANS FOR DETAILS I SEE FOUNDATION PLANS FOR .31 IA CfIANGE5 IIDN$-E J' CONCRETE WALL➢FLAILS ``ll RENS�D EL`EVAii S(MEMIN,'DEF9Ct}1W PEP 5(X FL+.u5 DESIGN} ( 42I241tlJ U PDOCHANGESTHISSH=I �1 f,� RENS ED PER COMMENT MID ISSUED FOR CONSTFI/CTION ADJttSTEEt ELENA TlOVS' 1068 _ .!_ -----� _ NO CHANGES THIS SHEETNSBUR'f CODE ENFORCEMENT COMMENTS OIt30J09 ISSUEDF0RPERbiTT0C0NS7IYCT V" SUED l REVISIONS ppBU �BUILDING SECTION(SOUTH TO NORTH) ILDING SECTION S3 3_ .fd�r �, GRA>"H:c SCALE ORAPHiCSt'AL£ ' _ '- '-- s-7 u "SASQUATC'TOWER RIDE CQN'`FOL BUILDItJG \ .=L�� i' ,q 'Lr c.,;�yzu X �` THE GREAT ESCAPE&SPLASHWATERKINGDOM �'�" , ,,.- .D '.•eiri �i '1= _" US R£YJTE 9 TOWN OF GUEENSF3URY,NEW YORK IV aL `1� JARRETT Engineers, PLLC '�6[L' k$,"1- TESCAPE ?H0. RE' CTail&ENUirnrzmRPW EUp—riNR o �6 ii _ _ S JP.E,x 51565 A 12 FAS"NASMNYT STREET PHFAX,(518)T92-c50T {/� Di A(' (��/,(('{'�] u ('7� GLENS FALLS N Y, FAX.(518)i9&18G4 (X, P L A S�(YY ft II L li Il�C U U AUGUST'_003 PRa#Di-054.13 SHEET:]OF 9 aa�s-RF-. uI�E,�sEo.m«wYDzm=I A s1.—1 rncmA PaA 1 /'� 2.8 FALTERS 4 12'O.C. (3)lVLS O t ':11W HEADER V`�\ ( ;X1':48'DUCT WORK / 4'DRIP EDGE W/DOUBLE JACK STUDS 6420.8 r ER U (EXTEND TO OUTSIDE OF OVERHEAD WOR NWIES) SEAL AROUND DUCT TO ---------� 412.OSt PRE FINISHED PETAL FLASHING PREVENT IR PENETRATION(iYP) U 2,S INSULATED OX HEADOPER ------Y OP RATORS BOOTH GLASS ENCLOSURE SUN RWM WITH WINDOWS NOTF" (INSTALL A REQUIRED HEIGHT FOR TOP,FROM g SIDES 2x8 INSULATED BOX HEADER MAXIMUM IR RESISTANCE IN EXHAUST DUCT SORT UPPER ROOF SUPPORT) (MAIERW.TO MATCH BUILDING THEME) W/DOUBLE JACK STUDS SYSTEM IS NOT TO EXCEED y'WATER DROP (INSTALL PER MANUFACTURERS DUCT SCREEN 2.6 RECOMMENDATIONS) (18.W0 CFM) 2z8 INSULATED BOX HEADER <� f\ W/SINGLE JACK STUDS DOUBLE PLATE ODOR/ (INSTALL PER WWUFACTURERS�i„�,. 4 RECOMMENDAIK)HS)"' ` 2.8 WOR ROTARY SCREW 2'NNEEW&L 1 (INSTILL PER MINDEN 7URERS AIR COMPRESSOR RECOMMENDATIONS) - 0422.033a I S2 . SEE FOUNDATION PLAT FOR OETILS 408.8 E PRE FINISHED MET&FLASHING (COLOR SELECTED BY OWNER) GG TREATED 2.6 \TYPICAL OPERATORS BOOTH SECTION 'T&C PLYWOOD 2'-8' RUBSER/BUTYL /DD\TYPICAL ROLL UP DOOR FRAMING SECTION Sl SLATE:SEE cRAPPID SCALE MEMBRINE RIDGE ... rTREATED V4*DECKING S1/T SCALE:SEE GRAPHIC SCALE cflxaHlC SCnLc 8' /J < GRAPHIC SCALE T BE tl��itSiit� t' ECURU llOCUME THESE DRAWINGS HAVE PROVIDED PREPARED TH=RUM INr NOT SEEN PROVIDED BY THE CONI HACIUH AND/ON I'LL OWNER.INFORMATION PROVIDED DY OTHERS HAS NOT BEER VERIFIED BY JARRETT Englneers�PLLC (/ � \� FOR ACCURACY AND/OG COMPLETENESS. NESS. /i .80 / HH OM1L�D0.PNiVGS STAMPEDBYIARRISTT $TIRNIAY CONSTRUCTION ---IL RJ'P� $g WRH A FED'ISSUED FOR CONSTRJRICN'STI.IP AflE TO BE CONSIDEPEJ LEGAL TRJE--E CONSIRDCTION DOCU4IEMP COX PLYWDOD 4'GRIP EDGE °SKIM0CORD DRAWINGS REEVISED AIR DUCTROLRING 2.4 0;124/09 ("NO' N EtiAH'ISSHFFEMING DEPICTION PER SIX FLAGS DESIGN; 02/18/09 Q REVISED-ER COMMENT°AND ISSUED FOR CONSTRUCTION USTED ELEVATIONS REVISEPER TOWN QUEENSBURY CODE ENFORCEMENTCOMMENTS r EE 2ND FLOOR ENTRANCE SECTION °1 3Q 09 NO CHANGES THISSHEC \S1 f SCALE:SEE GRAPHIC SCALE 01/21/09 QA ISSUED FOR PERMIT TO CONSTRUCT DATE REV ISSUED/REVISIONS GRAPHIC SCALE STATE N 0 8 r 2• 4 =°- Q< BUILDING SECTION S4 O, �y °SASOUATCH"TOWER RIDE CONTROL BUILDING ITN FF" THE GREAT ESCAPE&SPIASHWATER KINGDOM US ROUTE �, ''I 0 TOWN OF QUEENSBURY,NEW YORK 4 s` ``yea JARRE I"I Engineers, F'LLC ESCAPE SST '�J4 IXlnt&.Environmental Engineering THE GRFAT E@6p@�BI'I'iT $'.nn`E`.k 57F 12 12 EAST WASHINGTON STREET PHONE:ISIS)792-S907 =SfgDH[-5S,` ..,/� GLENS FALLS,N.Y. FAX:ISIS)798.1884 &SPLASI{WATLR KINGDOMADGDST"OR PRO#Ot-054.13 SHEET 8OF9 A Six ilagz•T.—Park TREATED 2x5 TOP RNI 1.1 PICKET TREATED 2.4 SUPPORT TREATED DEC NO TREATED 414 44- 11*MIN II T,,D PLYWOOD —2'-6' TREATED 2.11 S,W`.(TOP) L FRAMING(TYR) I (SEE STAIN FTEFA FOR OPIYONS) 2--A IN j—L BLOCKING TO Ll - TYPICAL STAIR CONSTRUCTION S5 ANCHOR"..G PoSa(S) F.ND1'MIN 2x6 STRINGER PLATE PRINICE 4'THICK CONCRETE PER E5 PAD ISTIN 14 OAR 0 12-DO CENTER IN MIND EACH WAY PAGE BOLTS ARrRAILING POST (ANcNcNI STAIR 5 WITH Y'*THICK END) ,WPPOW 8'G ST PWMD MEL L BRACKETS a RPMUSCLO.P.O... .78* COLUMN FOOTING 14 TREATED&B COLUMN S5 fi TREATED US HH PLAT FORM SEOTtON SS SCarE-NTC SMS STRINGER PLATE TREATED 6.6 POST 1.1 PICKET 12' If (FOR.) SIMPSON STRONG-TIE MODEL:0846 "14r* TI-11 116 COMITRICIll" COLUMN BASE WRN'Z MA,*POPLE COAl QUI �MZED FIDS.OR APPROVED -0 'BY IE -B I EACH COLUMN TREATED 65.6 COLO.. STEEL P—El NANDRAL 55 If "NoTcHED To PIT)(WP) {TVP.am TIME) HAIID NAILS 22,613 GRADE -. 'A OF . 12' I L2Bx2'FIBER REINFORCED i N. I I 36CONCRETE COLUMN 84E CrOR.) TREATED POSTS -138*MAIL) ./LANDING 4LI4�CIOLUMN FOOTING TREATIES W CONSTRUCTION POST SUPPORT SLOCKWO (2)S, If LAD BOLTS M.STRINGER RECORD DOCUMENT 2x6 STRINGER PLATE fHESE—DRAWINGS HAVECIMPREPANED FROM INFORMATION PROVIDED 8Y THE CONTRACTOR ARUIOR -Htq "OF—ION ICIM RM BY OTHERS:-:t5 NOT Kp YERIFE=HtJ�-gh—A,PLLC FDR ACCURACY AND/DR COMPLETER," JANN I'MAIL WasoKc MHANIP J' . U031CDLl (NO G4ANGES THIS SM 0'MON.) 2102 RUNNER 7YT`, DEPICTION "K(AMA.'TS RAID SSU r `HAo' tGNf OX2,I109 +Q2.03* NO'HAN.FST IVI. APOUST-ED EL RUNNERS&TREADS TO BE PLOWED INTO STRING 2.12 T OR AN ADDrOONAL 2.12 IS TO BE SPUCED EVRTIOkS IT" ALONG SIDE NOTCHED STRINGER 0113(MOD REVISED PER TOWN Ql-ECNSEURY COOS ENFORCEMENT COMMEN IS I6101CO /A\ ISSUED FOR PERIAT TO CONSTRUCT DATE -R 'p! ISSUED 1 REASIONS RWAY—PLAN WIDE KICKPLATE '„ -,,STAIRWAY PLAN&DETAILS SEE GI—HIC SCAUC =S5 ni 'kS QUATCH'TOWER RIDE CONTROL BUILDING GREAT ESCAPE&SPLASHWATCR KINGDOM /�l 31 IPIOAL T.. .N.T.Uln.N TE < EENSSUR \Sr. SCALE:NJS- TOWN]OFOLUIRROU ,NEWYORK JARRETT Engineers, PLLC H.Tri AR F, "12--111113111N STREET PHONE 29C GLENS FALLS,N Y� 1513}190-1664 RUT ESMELASAWATEit KINGDOM u- SHEET 9 OF 9 AUGUST 2DOR PRO 111'111,1 1_ >cE94Y Y. &Sp F D S D S _ _ X 1A G S G _�Z A S C A - - A -- - D _ _,AS __ _ _ WA G _ ) 0 _V _ QUEENSBURY , WARREN COUNTY , NEW YORK P "" 4 F- Y Sg F3 `, pt, r, 4;i T., 1 I'r fklr"r • A'V •_� SAS UATCH RID 2 2009 :. N ;•� � � _ �.F � � DRAWING PREPARED BY: s you the LA group SEPTEMBER 15, 2008 : �•,.,�, ' ` , . Landscape Architecture e �, M. . t i■ c .r,Kr and Engineering,PC REVISED OCTOBER 27, 2008 PLANNING BOARD RESOLUTIONS Pafadr�Beach 40 Long Alley Saratoga Springs New York 12866 F: REVISED JANUARY 29, 2009 �" �.-,�� f� �i P 518/587-8100 F..- • F 518/587-0180 www.thelagroup.com IT L r SITE PLAN APPLICATION #41 -2008 L F F. a _ TAX MAP IDENTIFICATION #133943322 ` PROJECT SITE HECC�L4 TIC3t�;APl f tlt11NC3 Sl l"t PLAN 41m2008 t;I�EA# F:;CAPrt THEME PARK c % °'" ;) A site plan application has lacers mode fa the L]ueensbury Plannrny t-oard for the foltuwinq. Applicant proposes r onstruction of Fimuser�irrit )ark attrrrtion galled S35yuatcti The ride has two i2) 92 fe t nigh steel towers- New attractions Irides at the Park require Planning Board review and approval SITE DEVELOPMENT DATA SITE DEVELOPMENT DATA 2) A public hearing was advertised and held on 10/21/08- and r application is supported with all documentation, public comment +nd application material m the file of This ap _ 4 , w -_ - - .,;.,:w j •• y . � v� -- ) record; pl AREA/TYPE EXISTING AREA (SF) PROPOSED AREA (SF) 3r rt pu a I' �► AREA/TYPE EXISTING SQUARE FOOTAGE PROPOSED ADDITION (SQ. FT.) TOTAL SQUARE FOOTAGE OTHER (RIDE CONTROL NA 4) Pursuant to relevant sections of the Town of Queensbury Zoning Code[Chapter 179), the Planning Board has BUILDING) determined that this proposal compliesidoes not comply with the requirements as stated in the Zoning Code; A REMOVE 117 SF and .r A. BUILDING FOOTPRINT 117 SF 450 SF ADD 450 SF '` s`• ` ' A. LOT AREA/PROJECT AREA 15.696 SF 15.696 SF 5) The requirements of the :;fate Environmental Quality Review Act have been considered and the Planning Hoard has determined there are no significant impact nd :. s.. B. DETACHED GARAGE NA NA NA " si n'' s; a I NI B. TOTAL ALLOWABLE FLOOR 0) Final approved ptars, it) compliance with the Site Plan, roust be submitted to the Community Development C. ACCESSORY STRUCTURE(S) NA NA NA AREA • (FAR) Department before any further review by the Zoning Administrator or• Buitdng and Crudes personnel. The NA SF NA SF P g beginning applicant r'rtust n1e,.t with Staff after approval and nor to issuance of Building Permit and/or the be innin of - C. EXISTING FLOOR AREA 117 SF 9-5fany site work, Subsequent issuance of further permits,including building permits is;dependent on compliance D. REMAINING AREA NA NA 3F with this and all uther conditions of this resolution, and t urrr D. PAVED, GRAVEL OR OTHER 9,422 SF REMOVE 9,422 SF 10,537 SQ FT D. PROPOSED AREA OF 7) The applicant will provide as-built plans to certify that the site plan is developed according to the approved HARD SURFACED AREAS ADD 10,537 SF plans prior to issuance of the certificate of occupancy;and CONSTRUCTION NA 450 SF LOCATION MAP 8) if applicable, Item 7 to be combined with a letter of credit,and E. PORCHES/DECKS NA NA NA • SOURCE•• USGS QUAD 1966, GLENS FALLS, N.Y., 1.24,000 PER ZONING DISTRICT CHART IN APPLICATION PACKAGE 9) The Sanitary Sewer connection plan must be submitted to the Wastewater Department for its review,approval, F. OTHER NA NA NA (NO FAR ESTABLISHED FOR RC-15 ZONE) permitting and inspection;and 10) MOTION TO APPROVE SITE PLAN NO.41-2008 GREAT ESCAPE THEME PARK, Introduced by Thomas TOTAL NON-PERMEABLE 9,539 SF* REMOVE 9,539 SF 10,937 SF Segul)ic who moved for its adoption,seconded by Stephen Traver: (SUM W THROUGH "F") ADD 10,937 SF In accordance with the resolution prepared by Staff. Number Five, the Board has considered SEQRA and DRAWING LIST has determined there are no additional impacts. We approve the motion with the following condifions: PARCEL/PROJECT AREA 15,696 SF/0.36 ACRE 15,696 SF/0.36 ACRE 15,696 SF/0.36 ACRE a. That engineering comments be addressed. / PERCENT NON-PERMEABLE 60.8y 709.� 707. b. For safety reasons,the lighting plan as presented is approved. (TOTAL NON-PERMEABLE/PARCEL AREA) S - 1 EXISTING CONDITIONS PLAN r, Tnat the applicant has agreed to work with the public regarding noise issues raised during the public LC-42A hearing. In particular the applicant shall record complaints and note noise mitigation's actions taken in ZONE L- 1 SITE PREPARATION & REMOVALS PLAN responsetatnasecon,plaints. *NOTE: RECENT REMOVAL OF PAVEMENTS ASSOCIATED WITH RIDE = 900SF Duly adopted this 21'`` day of October, 2D08, by the following vote: TOTAL IMPERVIOUS INCLUDING THIS = 10,439SF (66.5%) L- 2 LAYOUT & MATERIALS PLAN o TOTAL PERVIOUS = 5,257SF 33.5% AYES: Mr.Schonewolf, Mr- Krebs, Mr_ Traver,Mr. Seguljic, Mr. Hunsinger � PROJECT AREA ADDITIONAL IMPERVIOUS = 496SF L- 3 GRADING & DRAINAGE PLAN NU-S. Mr. Sipp, Mrs 6runc L-4 PLANTING & LIGHTING PLAN LemeryGreisler SETBACK REQUIREMENTS L— 5 SITE DETAILS L- 6 SITE DETAILS AREA/TYPE REQUIRED EXISTING PROPOSED L- "7 SITE UTILITY PLAN & DETAILS R \� ZO �� FRONT (1) 30' 30' 30' 8g O FRONT SHORELINE 75N) 75' 75' 75'NA NA NA ZONING BOARD OF APPEAL RESOLUTION TOWN OF QUEENSBURY 742 $may Road, Queensbury, r�Y 1 2$t?4-5902 ° a p ` SIDE YARD (1) NA NA NA Zoning Board of Appeals-Record of Resolution Zoning Board of Appeals -Record of Resolution SIDE YARD (2) NA NA NA Town o Queensbury 742 Bay i2c3c�d C�?uFerisL�t,ry, NY 12$04 {5t$j 761-$238 Town of QueensF�ury 742 Bay Road Queensbr�ry, Nl' 12$�4 (Sl$; 761-�''?38 f . RESOLUTION APPROVING MODIFICATION TO SITE PLAN 41-2008 GREAT ESCAPE-SASQUATCH HC-INT ♦` �p O` � as per o REAR YARD (1) NA NA NA James Underwood Chairman Roy Urrico, Secretary 0 Q��O o O Cont'hr ed i:esoiution RESOLUTION: SF'41-0t3M ZONE HINTRODUCED MO D ITBS ADOPTIONGretchen en Steffan r �o® o OO / REAR YARD (2) NA NA NA TO: Great Escape Theme Farr, L_C PROJECT FOR Greal Escape—Sasauatch Ride Area Variance No. 80-2008,Great Escape S:squatc�h bode SECONDED BY: Stephen Traver [� BUFFER/TRAVEL 50' 0' 0' F,0. box 511 1 `;2 state Route 9 [aA Meeting Date: Wednesday, December 17, 2`008 0• CORRIDOR Lake George,NY 12845 1) WHEREAS.A site plan application has been made to the Queensbury Planning Board for the following: Applicant proposes SHORELINE MI/HARD SURFACE a modified color scheme for Sasquatcr Ride. Site Plan Modifications require Planning Board review and approval. / •♦ o HC-INT ' HEIGHT 2) WHEREAS,A public heating is not required for a modification;and ZONE H (RIDE) 50' BUILDINGS NA 29' (BUILDING) The Queensbury Zoning Board of Appeals has reviewed the following request at the below NOTE ZONING ` I/ (200' RIDE) 192' (RIDE) stated meeting and has resolved the following: the pnysical or environmental conditions in the neight orhood c• di i'virior i.^zr c are 3) WHEREAS, This application is supported with all documentation public comment and application material in the file of 1. APPROXIMATEeta p . p Pp BOUNDARIES PER TOWN ` O T �� / antidnated. Whether the a leged difficulty ri as self-create-ri. The dir``iculty may be c:-'aside r record;and OF QUEENSBURY ZONING Area Variance No 80'20u8 G ea*Esc ape Scsquafch Ride self-crea'ed, and i move to approve Area Jca•icance No.80-2C'08. O / PERMEABILITY 307: (MIN) 39.27:• 30y 4) WHEREAS• Pursuant to relevant sections of the Town of Queensbury Zoning Code[Chapter 179],the Planrwng Board has MAP. OCT. 2005 ® / P Ae-efing Jatc: Wednesday, December 1', 2008 Duly adopted this 17'. day of Decernoer, .2008, c y the foal_'.✓-r q ote i determined that this proposal comps esfdaes not comply with the requirements as stated in the Zarwng Code;and 5) WHEREAS, Final approved plans, in compliance with the Site Plan, must be submitted to the Community Development / HC-MOD Approved-x� AYES: P✓1r.QreNos, Mrs.Jerikin,N,r. u«ico,Iv rs.Hunt, Pv1r,Zonghi,tJ.r.C err eri`s, Department before any further review by the Zoning Administrator or Building and Codes personnel. The applicant must / ZONE SIGN SETBACK NA NA NA Mr. Ur:.derwood r meet with Staff after apprc>ual and prior to issuance of Building Permit and.ar the beginning of any site work. Subsequent issuance of further permits,incAuding building permits is dependent on compliance%vith this and all othei conditions of this MOTION TO APPROVE AREA VARIANCE NO, 80-2008 GREAT ESCAPE - SASQUATCH RIDE, NOE;,: NONE resolution. OVERALL SITE MAP ZONE= ENTIRE PARK= R C-1 & LC-42A Introduced to Brian Clements who moved for its adoption,se corded b` ellos PROJECT AREA= RC-15 y i� y George Dr.. 6) WHEREAS,The applicant wiN provide as-built plans to certify that the site plan is developed according to the approved plans 1172 Sate Route 9 This agp!icani proposes r 'ccerne^•t of a 615 squaw:= foo+ c.on'rl str-ciurc =ir,cerFly, r to issuance of the certificate of occupancy;and for the impending iosquatci- R d:, 45 feet within the Route 9 trawl Corridor setbccl:. Tine relief 7) WHEREAS, If applicable.Item 7 to be combined with a letter of credit:and required is the opp6conf requests 4 feet of relief from the 75 foot Route 9 Travel c_:.orridor setback. In rnol.ing the determination the Board shall Consider. Number one, whether an8) WHEREAS,The Sanitary Sewer connection plan must be submitted to the Wastewater Department for its reviea,approval, undesirrable cha^,ge Will be produced in the character of the neighborhood or a dr,triraent to James Under% cod, Chairman permitting and tnspechon;and SURVEY SOURCE: nearoy properties. This proposal, if abproved, may irrflatc-- initial Area Variance= reques+s Queensbury 7ening Boord of Appeals g) NOW THEREFORE:BE ITMQTjQN TO APPROVE 3ITE PLANNO.41-2008 MQDIFtGATIgN GREAT ESCAPE THEME el in the U i 1. SURVEY BASE BY THOMPSON AND FLEMING, LAND SURVEYORS, P.C. TITLED TOPOGRAPHIC sewhere e par and Upper Route 9 frovel Corridor. Number Two, whether the tie iefi' PARK,Introduced by Gretchen Steffan who moved for its adoption,seconded by Stephen Traver: „ sought by the applicant can be achieved by some rriefhod fcas.olo other than the Area JUisn SURVEY MAP FOR GREAT ESCAPE THEME PARK, LLC , AND DATED MARCH 7, 2000 Variance. They could build in a mc,re ccmpfont loc cition. However, the location is vvh:er e According to the resolution prepared by Staff. Paragraph Five(removedl,there's an EIS submitted,so we did not have to (ELECTRONIC FILE), ancther ride '.vas there previ usi;, and :+ shop-;d ircrease the perrnecjbiHy there. Whither fie cc: John,C. I emery, Esq, reconsider SE>1RA Paragraph 8&9 do not apply. It is approved based on the submission of the color scheme for the tide + + S + ; •n, which will be Sherwin Williams Color Answers SW2915.Sandned Tomato,at the top of the sign,complimented by Sherwin �� req.a�sted Area Variance is subs.an,ial. he •ecli.ce_r for 45 nee, ut�;4 may be corziaered , 2. UPDATE OF INFORMATION AS PROVIDED ON ELECTROIC FILE TITLED UPDATED MASTER e r r The variance a ,royals valid for one l i � fr 5 ,• , , >-, . Williams Color Answers Yellowstone and Sherwin Williams Color Answers Spring,Meadow. moderate to se✓er(% Whether the proposed variance rr:l,have on adverse effect or r�ipact on l f i y.,or _n7 tnc _late „r.f al. (c r ,a, rtUc.. � a SURVEY" BY GREAT ESCAPE 2008. exlens on of approval before the ore (I) yreai f;r:e trance I.7_exp Eee_e•_finr-i l; 14-C90 n Duly adopted this 27` day of ,January, 2009. by the following vote: 3. UTILITY INFORMATION PROVIDED BY GREAT ESCAPE STAFF, OCTOBER 2008. =1ral. approv+ d plans in compliance,with this varia•i e n,;i be s-:i^milted to the' zmrrunify° AYES: Mr.Schonewolf,fair.Ford,Mrs.Steffan,Mr.Traver,Mr.Hunsinger De✓eio anzenr Department before any further review try Pie r ry d n:.strrztor or 9u:ldin t NOES: NONE odes personnel. Suk Sequent issues zr e of further perrtiits, in Jdi .g a.ding z :,rr 1 are e dcsper dent on receipt. ABSTAINED' Mr.Sipp RECEIVED ABSENTS Mr.Segullic r'age 1 of 2 Page 2 of 2 FEB CC: Lemery Greisler 0 5 2009 Approval of the application means that the applicant can now apply for a Building Permit unless Approval of the application means that the applicant can now apply for a Building Permit unless your lands are Adirondack Park Jurisdictional or other approvals are necessary (such as review your lands are Adirondack Park Jurisdictional or other approvals are necessary(such as review wiry OF QU by the Queensbury Planning Board-) by the Queensbury Planning Board.) PANNING OFFICE RY Nome of fvatu a beauty A '�3oocj Frace tcz Live ' TOWN OF QUEENSBURY PLANNING BOARD CHAIR DATE TOWN OF QUEENSBURY ZONING ADMINISTRATOR DATE 1 SITE PREPARATIONS & REMOVALS LEGEND the LA group ® �0\ LIMIT OF WORK LINE Landscape Architecture X Q �01 \\, X 0 o � o and Engineering, PC ® ,�° ` , o �� `L BITUMINOUS CONCRETE PAVEMENT TO BE REMOVED 40 LOW any 430 4 -X-X- FENCING TO BE REMOVED New York 12866 CURB TO BE REMOVED F 51/587-018800 X www.ttw ftmup.0om �. �� `o Gj \ • ® �„ s SILT FENCE Uneudioted alteration or addition to dommerd Is a i <e'�' ,�� '�° ❑ INLET PROTECTIONis 8i ,. , G� ® New York State Education Law o '`° � -\ \ oQ �� '� ® CONCRETE PAVEMENT TO BE REMOVED 408.3 <o '`o`` °\\ �,'� �� \ ,`off Oft LA Coup MOB X o�� ® X BUILDING TO BE REMOVED ® _- 410.8 -\ Design CIS co �o�' X 410.E �� ,`.'`` �°� <�`"• <° o p� � - � _,_ 12. � �� TREE PROTECTION FENCE Drawn LTM JT3 ° �o � TREE TO BE REMOVED Checked1 DRL 13 � O o o° � X4 6.1 ® . �\ CD � Q° r ti CY EXISTING BuiLDING� Q) �i TO REMAIN -10 Oc° ` 0 STING MA RY WALL �` �� Dc� Oct �' V ,`OQ�\ �i 6 FENCING REMAIN �,'� ��J' ��i '`° �� E J �` 00 -° ��\ + Dc VERI EXTENT �� /Oc A O ® _ 410.3 -I- n ATER EXISTING �\ °,\ \ %�% EMOVE T s ® �� i nNcASPH ANH ATED oh. \ \ PAVEMENT47 i� W EXISTING CURB/WALL TO \ C�� a ( '0 \+ REMOVE SUNG REMAIN Off. \+IF MASONRY ALL \� \� O � N Cn r X 407.1 \ - 3 TEMPORARY INLET A O�� '� Qf° FEN :.. f d L-5 PROTECTION Z' m �O `lam � \• '� o`` © c� � a Q �O Q \ ' 0 SAWCUT PAVEMENT O LI j m Qo` 4110 m h ❑ 3 TEMPORARY INLET X 404.2 U. m REMOVE BITUMINOUS PAVEMENT. N rl C L-5 PROTECTION wa 14.2) C'1 il EXTENT OF PAVEMENT REMOVAL TO R with X SITE PREPARATION NOTES ul 0 m r VERIFIED BASED ON CONDITION OF IXIS fen G C e TRANSPLANT X TEMPORARY SILT FENCE LOCATION TO BE t WO T PAVEMENT. EXISTING TREE 40 AD JUS G CONSTRUCTION TO Q 0) Ln INTER� r �IsAs a� coNTRa. L-5 1. Owner's Representative shall be consulted before 0- x SOIL EROSION. FENCE SHALL NOT BE an work shall commence. W LL c�i aS + O REMOVE EXISTING RIDE do OVER UN71L ALL AREAS ARE STABILIZED y a .� r` X 406.5 d ALL SUPPORTING C/3 T \` ; PAVEMENTS, FENg do NG EXISTING BUILDING/C STRUCTURES ANY TO REMAIN 2. Contractor shall verify all conditions in the field and ^ + r ` \` \ nON OF EX c report any discrepancies between plans and actual \ \ \ WATER conditions to the Owner's representative.BE Rla.00AMED. 40 6.6 REMOVE+ LINE 'aL EXISTING STREAM 3. Prior to commencement of work, Contractor shall secure X + REMOVED MAY BE _ all permits required from any utility company or other 0 + Flab ADJusTED governmental agencies having\ 3 p EXISTING ASPHALT 9 9 91urisdiction over the work. X 407.1 +` OVE b(.':ZJ" PAVEMENT TO REMAIN X 4 0 3. cl \ m h. STRUCTURE 4. The location of underground utilities shown on this TEMPORARY SILT FENCE L MON E + REMOVE EXISTING oo plan are for information only, and all utilities may ADJUSTED DURING CONS TR ON TO L 15 + \ a S p h d 1 ASPHALT C7 L INTERCEPT DISTURBED AREAS cONTR \` PAVEM1Q+lT not be shown. The Contractor shall contact U.F.P.O. /(D�� SOIL EROSION. FENCE SHALL N E p��. q-0 8 u W REMOVED ION. ALL AREAS ARE IUZED W V 409.0 (1-800-962-7962) and the proper local authorities or 4-1 REMOVE CURB + fe fence respective utility company having jurisdiction to confirm REMOVE EXISTING GATE \ E)aSTiNG a, /W do X the location of all existing utilities before commencing g POSTS + FENCING TO AIN \+ o work. Any costs incurred by the Contractor due to 408.9 failure to contact the proper authorities shall become EXISTING WATER uN X I MATERIALLOCATION,TOE FIELD t � X 404. `3 404.6 X the responsibility of the Contractor. -�e VERIFIED e r` � e r MH TO REMAI ( E & O O REMOVE IXISIING `/- Pit t t �NFl�Mi�ocAnoN of snrtc 5. Care should be taken in all excavations due to possible COMMUNICATIONS u Es. NES existence of unrecorded utility lines. FENCING \ MAY REQUIRE REL MIN. 0 - '�09.4 Z X 407.4 hyd ra n X 410.2 \ 6. Contractor shall maintain proper signs, barricades, fences, to properly protect the work, equipment, o o persons and property from damage. cn 7. Bass inibnnnft se pw�y pope QQ. N Z \ �0 �,�� ale) opop Survey;l Gradurvoyom dscbuftC� � 0 � 407.3 �� U C� o� \ \ Escape Thems Park. U.W and dated March 7. \ 2000 and es updated 2 ibinidb pmvklod on w C _ updated Master Survey by Grsat Escape,August - H W a X 404.6 2M o < M ° IL C1) N CY CD X 409.1 >� r Q \ X 405.0 T o7 \ Revisions 0 10/27/08 REV'D PER 404.5 PB RESOLUTION O n \ X 01/2 9 K, 40 .4 X 01/29/09 UPDATED O 13 Project 9M Date: 09/15108 GRAPHIC SCALE 20 0 10 20 40 Drawing 1 inch = 20 feet \ Ll o LAYOUT LEGEND 13 � \ ® o — — — — LIMIT OF WORK LINEthe LA group Landscape Architecture EDGE OF NEW PAVEMENT and Engineering, PC \ t \\ O 40 Long any \ ® � � ` ftwYo12 nge CANOPY Now York16 C1 P 51807-0100 ♦ ■ LIGHTS F 518/587-0180 \ ® www.Magroup.com \ ® O U I°"a0 ® wd� VIOMon of Section 7209 d the O �� \ ® O New York Stabs Education Law G ©the LA Grow a 2008 Design CMI 6 � ® Q) — _ . Drawn LTM JTS O 4 7 EXISTING BUILDING ° d(SU L THRES 175'-185' HEIGHT Checked JMM DRL BOU 200' HEIGHT _ . Q) , — ` \ U ® U EXISTING BUILDING CD C \ 3 a ° ° ® ! TI KET BO THS c W , Loc WALL /�°V J WALL I OCATION A L-5 E �\ E ) +\ n CD CD i O U t= NEW BJCK WALL WITH / Y FENCFO BE BUILT IN 7 O 1— SAME`EOCATION AS OJ t EXISTING FENCE REMOVED r 1 \+� CRETE 6 BIT. CONC. PVMT. L-6 L-6 CONCRETE STAIRS O WALL. TYP 9 ' LIMIT OF NEW PVMT. TO ' ca ` SMOOTH TRANSITIONT. WITH Cm + STAIRS TO T r SECOND LEVEL, PROJECT LIMIT Z 12 D \ LINE \ ' ITT N FENCE \ X PLANTED 4, �T7j of 61 w O � X Ulu LL � � m BITUMINOUS 2 X 20 e W 0aj PAVEMENT L-6 14. •x e®0 O EXISTING STREAM U) m r LIGHT DUTY X ® e Ope 9 a '5 + \ o ® PLANTED AREA I W Rf 0 oX ` BUILDING I X ti m GATE \ � N Q EXIT T 2 ` \ e B ALL X PLAN X X 0Oe0 RAMPING �Ql O FEN 10 ' \ ♦ O 0 190 WALKWAY O E A EXI G' O p®� HANDRAIL �L O ` 5 MA \ 0 BIT. CONC. PVMT LAYOUT NOTES LOC OF \ QU E 1 0 TRAN ER ` PLANTED I. Aw km and dimensio m are peralei or —L-6 AREA to On kiss*=which�are red unless \ \ 6 \ otherwlse indicated. EXISTING BITUM. TO GATE CRETE L5 2 Skup woos for Corkadar's me�iarials �, REXEMAIN IN THISTENT POSSIBLE T WgLL, np, 1-5 .' \ • sWipmer*and g ��g of work shown On U1e LAWN AREAS. PROVID SAWCUT FOR NEW EDGE T °CHICKEN' E N X— LANE xi \ pbm and as approved by the Ownert Repr+esennbelive. PVMT. AS NECESSARY TO + ' , PROVIDE SMOOTH TRANSITION O TO NEW PVMT. \ ` 3. Contraclar ohd Verily all eocletlng condMbrle in It1e ♦�^ EXISTING FENCE TO REMAIN �\ \ field�� and mt any �/J 0000 C.L FENCE. 5 FROM \ O clac spaflClee In the site survey to Owners Y ` EDGE OF P T ST R@pr tive prr t0 aWng wmkFINAL L NALIGN EW PA�WITH �/\� COORDI�ATI TO �� L46 \ rn O EX GATE OPENING /� OF PR D TS \\ 4. At al bcdbm where e7d81 V , bk,IR1�1" v \ ca>tcrele roadway or oona+e�be ddewsk abut new Z Z \ \ ,the edge of the mdsl V curb or peveirm 70 :5 ti \ steal be saw cut to a clean, smooth edge. PrloMe � �+ 0- r�O o o \ pavement key as dekdW. Tads coat mpmd edges of � 3 CO MINN-- N-- 10 - . Gon01 @11 a prbr tD placement Of neW (D c Q \ 7 O \ conalsbe pevlemer>It Q. � Lu oc 5. Field must be appv#vd by the Owners Rep. C� � p W \ and approprleiie murddpal allldel pri s or b V 0 ZE Q � \ \ CD o6 _ m \ 6. Wakways and ran>Ipk>tg ma meet requinerrrerb of ADA w fV_. 06 Slopes and millings to meet aw \ 7. See drawing, 64 Planting and Llo m Plan for aN loilk k>IfmmMon. CV Cy O V T U) O Revision 10/27108 REV'D PER PB RESOLUTION n O 01/2Z UPDATED 0 01/29/09 UPDATED Project: om Date' 0®/1511�8 GRAPHIC SCALE 20 0 10 20 40 Drawing L-2 1 inch = 20 feet GRADING LEGEND the LA group 13 tK ,`° �` �� O t Landscape Architecture \ x ® DQ ,�'� O �� o �Q �` O� and Engineering, PC Q „ x 08.� °c ° -�- �� / �� LIMIT OF WORK LINE ��aiey® o '�,v o \ 4 .0 moo` �° �G �� ` -+- % Springs ®� O \, �° � o� �� 430.4 EDGE OF NEW PAVEMENT New York12866 \ ,� ,� . �O°� ,�'� %� o�. `off �'`� x P 518/587-8100 PROPOSED CONTOUR F 518✓587-0180 �O 410.7 " www.thelegroup.c�rr� \\ � i� �•,�• EXISTING CONTOUR Unaldhori29d afteradon or \\Nz� X 401.50 PROPOSED SPOT GRADE addl im to this document Is a � G � violetlon or Section 7209 of the `- Q O �4 New Yak Stets Edtxetion Law o o � 0 �`°��` �� °Q ,� X 401 , 50 EXISTING SPOT GRADE O i Q� �`�O�� '�°� �� O O� ®the LA C-�OU MOB40 .3 \ o p x o ® 119 410.8 Design - ® x 41 .6 �° Drawn V,QQ 02 ,,� Qqo, ' ' - - �°� . VISUA ' ° �oQ �` �� _ Checked \' �c ® v ° + - .1-1 � GRADING NOTES stria x o X 4 6.1 ® A'= ��' °\\ �' �` �°pQ� 0 1. The location of underground utilities shown on this _ `` '�°� o�� `tip 0� � �, ° �,o plan are for information only, and all utilities may _ ® 40 . % �O ,� 'a �'� not be shown. The Contractor shall contact U.F.P.O. - - o ® Q (1-800-962-7962)and the proper local authorities or �` 1 � -�- '`°�� respective utility company having Jurisdiction to confirm ® 4 n ` „ Y 4 9 �� o;' �� the location of all existing utilities before commencing + b - �C� 1 O °Q Q t �C �` OC . ° '` � work. Any incurred by the Contractor due to 02 �OQX ?;% failure to contact the proper authorities shall become o � �� - �1 the responsibility of the Contractor. -0 3 n <`' �Q� Q 6 �O'� 2. Contractor shall verify all conditions in the field and c �,,,j % o� �'� report any discxepancies between plans and actual Y �� °'�� 1� �� conditions to the Owner's Representative. m Q 0 1- ® �! Iv � � NEW CURB WALL �° °Q� 3. Contractor shall verify proposed grades prior to s construction and report any discrepancies to the Owner's cd a �� Md a Representative. V) co Quo' -�Q��, a 4 O 4. All points of construction egress or ingress shall be 06 T r �A + Q� �O -`� ' � PROVIDE NEW STORMWATE AIN. d x 407.1 ,� Q Q1 O. maintained to prevent traddng or flowing of sediment or CD OUTLET HOOD ON EACH debris onto public roads. cO OcQ QQ \ O X cr OF THE TWO EXISTING 5 M DRAIN N 2 INLETS. FIELD CHECK SI LOCATION 0 UJ DID m X I CONDITION & ELEVATI of EXISTING 5. Contractor shall blend all new earthwork into existing p 5 OUTLET PIPES & MINE TYPE & x 404.2 grades at limits of grading work. Provide smooth, m \ X _ p SIZE OF HOOD TO VIDE r.. Q I e ® rounded transitions at all top and bottom of slopes. iW X 406.5X 5 N m r FINISHED GRADE AT N 1\ 0 0 6 TORM WA 40 6. Pitch evenly between spot grades. All paved areas must PARENT WITH SMOOTH D� X r I ®Bp OVER W ELEV. 407.75 X ,� o►vrnO� ®o a cr. AREA pitch to drain at a minimum slope of one-eighth Inch (1/8") LL °� $ TR TION + `bIx X per foot. Any discrepancies not allowing this to occur 0- Oc o BUILDING N6, �Q x 4 ..5 \ FFL 406.8 8.43 �, O� � 1sr F� 4 0 4os-ro shall be reported t0 the Owner's Representative 12 ,o �®. X ® \ prior to continuing work. !' •x a ee® - �'� 7. Where new paving meets existing paving,` ® ®e o� Pa ng g Pa ng, meet line and grade O 0 6.6 o \ L of existing with new. At all locations where existing X q 41 50 ® - FINISHED GRADE AT NEW pavement abuts new construction, the edge of the existing PAVEMENT TO MEET EXISTING d- pavement shall be saw cut to a clean, smooth edge. ` \ q 40 - 5 x PAVT WITH SMOOTH TRANSITION 07.1 4 , ,� x 4019 Provide pavement key as detailed. Tacit exposed edges � X �s ` prior to placement of new pavement. 8.0 x 406.03 Grade areas 407.50 \ 408.6 '�, ,_. 8. from structure aadjacent nreVent building linesFithnish surfaces drain � \\ 409.0 p pon ng' g 406.03 shall be free from irregular surface changes. C� 407.12x XIS \ ETING MANHOLE X X (COMMUNICATIONS) TO X'-:X-X- JUST FRAME & COVER + \ � �LD MANHOLE TOM T NE ♦^ x EQ GRADE X X 8.9 v, A (10 le TION OF STING WA uN 404. 4 4.6 GEOTECHNICAL INVESTICATION SUMMARY 0 ` TO BE RELOCA WI IN �\ \ O O O 1 FOOtINT. SEE TIu L- \\ As per evaluation performed August 8, 2008 by Dents Engineering, test boring indicated the following: W Z 0 9.4 1. Soils are sand and gravel fills and outwash sand. D x 41�. \ \ 2. Bedrock is at a depth of 65' 40 7.4 0 z 3. Groundwater is at elevation of 400.0, depth of 4'-10'depending on C t� \ surface elevation. W �Q \ W ? 1 \ Ca _ 0 9 f 407.3 �`�``' U 0 Fr p\ \ cn 0) _ \ w a) � 3 0 0 x 404.6 ca ao ? Z CM x 409.1 r Q x 405.0 Cn Revisiorre 0 10/27/08 REV'D PER 404.5 PB RESOLUTION DQ 40 .4 x n x 01/20& ' 0 01/2$/09 UPDATED Project: 08M Date: 09/1 so GRAPHIC SCALE 20 0 10 20 40 Drawing L-3 1 inch = 20 feet ® /\ (3 ° the LA group Landscape Architecture ''. and Engineering, PC 40 Long Aft New York 12M co P 518/587-8100 F 518J587-0180 � - T � � 1� � i WWw. f0U .oORt Unauftrized alteratkm or addition to this docurnent is a U {' violation of Section M of the k . New York State Education Law o U \/ I ©the LA Group 2008 C� ® v ° ` ® i�/� U i� 75Ft 1y0F1 . Q) Design CMI ® v ! _ Drawn LTM JT5 A -' • `- � Checked JMM DRI. n F ® / 25 PA AY 2 ® I LIGH TYP. HE 4 5oFL 125F!, HA 2 0 AR 1 -\ 20 CM 4. ' ` E ITT- 3 - =—` O ' ®® 100 100F C 45 X 3 ff HA 1 �`, O 20 10 4 I V� ` EF LA o HE IW62 w :,..' O ®® ®� �' 8 V ` LAWN LAWN ® LAWN CM cm #�L Z' CO 75Ft :3 ?UT,7A1WL&a V&F.TICAL AT FACG gcal— 1 inch- �A.S Ft. id • QD MAI NTAI37 I, - MAINTAINED 4JTChIVCL6S ':E:c"ICAL AT FACE � � Lumn r,ai r..e Schedule _.. -.. —1-1 . __ 20 3y L i QL/ aucl A uy-1-:l L :ea D«��LiE.I _�i� LiiL LLE. BF LF O ` • « EF151f5E61 SI A..LE 111t r'4 EEAM-1'Ji!7-s..-Delu 9 Le e 17.3a C.t 4.9 .532 JJJ + CU HE ? { _ ,,_._ __. K._._. W C3 C7 • `-1 T-' Cal ul aeinn runic; _ ` J label --- .^al_Type Units Avg- Ha. Mia A•�g;Min Ma:: Mir a - ,• / z:r 7 Surface Cale PLS llluml[lance FC.. 2.7_` 3.9 1.9 2.32. 4,33 HA cd pox 1 ` UPUGHT, TYP. 1 ' µ �'. L1j L.L.cc N m \ FS 1 AR .a �X/� 1- O _., ,J a fir..F " TOWER LIGHTING LAYOUT f �x x lr ® 6 FLAGS TOWER RIDE / V J a • X X n ° " x65Y .s How EFFEX SERIES 'LOODLfG1iTS 5 9 2 ] ,i2 ails 1 _ 1 9-15-68 9lOP 2185 o PA AY 2 O 70 GHT. TYP. STURBEo I Now EbSTING UPLIGHT MATH LAWN, TO REMAIN 0 -- t� ° ° RLM Radial Wave fixture with goose neck o decorative mount on 4"round pole 70 AIwith Red powder coat finish F 3 O I C/� L I Radial Wave '� Z CaL No IMM Wall Nan Dla "I � � Q. PLANTING SCHEDULE PLANTING NOTES LIGHTING NOTES PLANTING & LIGHTING LEGEND `` low„r "' SYMBOL/KEY QUANTITY BOTANICAL/COMMON NAME S gQQt COMMENTS 1• All now plant material shall conform to the minimum 1. LIGHTING SHOWN IS SCHEMATIC TO SHOW INTENT. 4'DTJL POSTS Z guidelines established by the American Standard for ALL NEW LIGHTING WILL CONFORM WITH THE TOWN W/BASE PLATES is- Nursery Stock Published by the American Association of OF QUEENSBURY UNIFORM LIGHTING CODE. MAJOR DECIDUOUS TREE N LU = AR 3 Acer rubrum 1 1/2' - 2' cal B 8 B + Red Maple Nurserymen, Inc. �10` 2.AS PER TOWN CODE, PROPOSED LIGHTS ARE ♦ , 0 FS 3 Fagus sylvatica 1 1/2' - 2' cal B a B 2. Whom size is Indicated ranges the European Beech om p as a ra plants PLACED TO PREVENT OBJECTIONABLE LIGHT AND V/ HA 14 Hydrangea arborescens 'Annabelle' 3' - 3 I/2' ht B & B provided shall be a fair representation of that range. GLARE SPILLAGE ACROSS PROPERTY LINES.ALL SHMNI$ s• (3) 2: Annabelle Hydrangea ILLUMINATION LEVELS WILL MEET TOWN CODE. W � U C9 EA a Euonymus alatus compacts 3' - 3 1/2' ht B a B 3• The Contractor Shall supply all new plant material In Compact win ed Euonymus quantities sufficient to complete the planting shown on 3. PATHWAY LIGHTS WILL BE TYPICAL PARK 0 Z a EF 65 uonymus fortunei coloratus peat pots Plant 12' O.C. Dr ngg• WALKWAY LIGHTS SIMILIAR TO LIGHTS IN THE GR"DCMER OR PBREM LS a) CCP Purple Winter Creeper HE 55 emeroca is No. Cont. Cont. 4. Lawn Mbc "WIGGLEWORLD"RIDE AREA. FIXTURE STYLE AND N C3 Daylilly SIZE INDICATED IN DETAILED ELEVATION THIS r CM 36 Chrysanthemum maximum No. 2 coot. Cont. %BY WEIGHT SPECIES% GERMINATION DRAWING V r (�. EX�$nNG TREEShasta Daisy a CID 100 Caltha palustris No. 2 coot. Cont. Plant 24' O.C. G2 Red ■ Marsh marigold 30% Tall Feec ues 90% 4. UPLIGHTS AT THE RIDE WILL BE FLOOD LIGHTS. R�yjgl0� CR 7 Comus racemosa 4'-5' ht bareroot 20% Hybrid Kentucky Blue 87% LIGHTS ARE DIRECTED UP AT THE TOWER AND ARE Grey dogwod I I 1 1 50% Turf-Type Perennial Rye 90% STATIONARY. UPLIGHTS WILL HAVE COLOR WHEEL A PATFIWAY UGHT 5. Contractor shall locate and verify all eAsting udiky LENSE ATTACHMENT FOR MREGING COLOR M T lines prior to planting and shall report any conflicts CHANGES OF THE WHITE COLORED RIDE SUPPORT STRUCTURE. SEE DETAILED ELEVATION,THIS to the Owner's Representative. DRAWING. 2 PATHWAY LIGHTING 4) 13 Project 0M Date: GRAPHIC SCALE �y�..ew g�,,, 20 0 10 20 40 D L-4 r' 1 inch = 20 feet 1. Jtt AKA I t ANU ZWKtAU 1'U 1—bUU1VU ROOTS. 2. PRUNE ONLY AFTER REVIEW WITH THE 36" MIN. 2" HARDWOOD FENCE POSTS, LANDSCAPE ARCHITECT. Ll DRIVEN MIN. 18" INTO GROUND 3. AT END OF WARRANTY PERIOD the LA group REMOVE SAUCER, AND REDISTRIBUTE, Landscape Architecture ADD, AND/OR REPLACE MULCH AS and Engineering, PC NEEDED. 40 Long Ailey 12 Saratoga springs New York 12M TOP OF ROOT BALL SET SLIGHTLY ABOVE Ps1s/'5s7-8100 FINISH GRADE F518)587-0180 www.theftroLip.com J ~ Q 2 w v EARTH SAUCER — 4" HIGH, BEYOND Unaudhorizs�d alteration or addition to this dmmwd is a o Q EDGE OF ROOT BALL vioiadon New York� U_ MULCH — 2 SETTLED DEPTH. KEEP / O AWAY FROM STEMS F� ®the LA Croup 2008 PLANTING SOIL Design CMI PERSPECTIVE VIEW 140X MIRAFI FABRIC OR APPROVED Drawn LTM JfS TWINE, ROPE, BURLAP & WIRE REMOVED EQUAL; FASTENED SECURELY TO FENCE FROM TOP HALF OF ROOT BALL (REMOVE Checked JMM DRL POSTS W/ STAPLES NON—BIODEGRABLE ROPE & BURLAP FROM ENTIRE ROOT BALL.) SILE FENCE 1: 1 SLOPE 1 SCALE:MS ROOT BALL SET ON SUBGRADE OR 1 1/2 TIMES TAMPED SOIL MOUND ROOT BALL PREPARED SUBGRADE DIA. MIN. SHRUB PLANTING TEMPLATE E 4 SCALE: iD 10'-0" Y ORANGE POLYETHELENE WARNING FENCE NOTES: 3 -TREE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE s AS IN THE NURSERY. Cd WATERPROOF PERMANENT -THIN BRANCHES & FOLIAGE AS DIRECTED WHILE Cd ` SIGN READING: RETAINING NORMAL SHAPE OF TREE. NEVER CUT A N N 0j "CONSTRUCTION AREA" LEADER. CD z yr' r 'TREE SHALL BE PLUMB & STRAIGHT. z.ca m -- l ATTACH 1/8" GALV. STEEL CABLE TO STAKE. NOTCH of w METAL POST STAKE TO RECEIVE CABLE. ENCASE WIRE AROUND O .0-0 m a _ � V TRUNK IN REINFORCED RUBBER HOSE ABOVE FIRST - m d BRANCH. SECURE ALL ENDS OF CABLE WITH GALV. 0 0 CLAMPS. CC 4" GALV. TURNBUCKLE EA. CABLE w x -� 3"0 x 8' CEDAR STAKES, 3 PER TREE. STAKES TO x ~ o BE SAME HEIGHT, DRIVEN IN ON AN SLIGHT ANGLE. a0 r a STAKES TO BE OUTSIDE OF ROOT BALL. 2'-0" TY —NEATLY WRAP ALL DECIDUOUS TRUNKS TO A E HEIGHT OF THE SECOND LOWEST BRANCH (FALL O PLANTING ONLY) WITH BURLAP. 70 CONSTRUCTION FENCE _ 3" HT. PLANTING MIX SAUCER 0) 2 SCALE:NM 3" DEPTH PINE BARK MULCH; PULL MULCH AWAY C: FROM TRUNK & ROOT FLARE. AMENDED PLANTING MIX, COMPACTED. CUT ROPE SURROUNDING ROOT BALL PRIOR TO >� BACKFILLING. DO NOT REMOVE BURLAP, FOLD LOOSE PORTIONS BELOW FINISH GRADE & COVER WITH BACKFICL'f NATIVE L. DUMP SOIL DRAINAGE MOUND,, COMPACTED TO 92% � STRAP UNDISTURBED SUBGRADE CJ) 2 EACH SHADE TREE PLANTING C� � SILTSACK 5 L scALe:r�s 0. U EXPANSION RESTRAINT Z 1/4" NYLON ROPE, 2" CONCRETE 2 ' FLAT WASHERS C� 3 1" REBAR FOR BAG SILTSACK #4 BARS. ® 12" 0/C, EACH WAY REMOVAL FROM INLET CATCH BASIN 1 Y2" PVC WEEP SLOPE ® N w STORM PIPE z (n a Y4.>/FT— 10> O.C. w p W_ J a UJ CD cl = J > L'-C-4 DEVICE. FINISHED GRADE LLI 4) U Q NOTES: NYSDOT ITEM 304.05 O Q p CONTRACTOR SHALL REMOVE BUILT—UP SEDIMENT FROM SILTSACK C° #4's 12" O.C. B.W. Cm W � BEFORE SEDIMENT IMPEDES THE PROPER FUNCTIONING OF THE � 2x8 KEYWAY (1 v �/� (D Cl)t- y/ +. #4 BARS, 12" O.C. ~ #4 BARS, CONT. Revisions 10/27/08 REM PER PB RESOLUTION CONCRETE FOOTING ~' 01/22/09 UPDATED COMPACTED OR UNDISTURBED SUBGRADE 01/29/O�UPDATED CATCH BASIN INLET PROTECTION 4' 3 SCALE: Project: 08062 iE CONCRETE CURB WALL DETAIL Date: 09/15/08 6 SCALE:WS Drawing �� L-5 1Y2" DIA. STEEL PIPE RAIL AND 4'-0" (MAX.) 77 2 1/2" BINDER COURSE POSTS — GALV. AND PAINTED &a 6" AGGREGATE BASE Y2" SQUARE STEEL PICKETS 4" (MAX.) 6" 6" 6" the LA group —GALV. AND PAINTED 10 Landscape Architecture and Engineering, PC 10" AGGREGATE SUBBASE 699 6'1 5" 40 Long Alley New York 12806 COMPACTED SUBGRADE N F 51087-0180 WWW-#1 ftroup.00m CV O I Unauta zed alteradm a N addition W this document is a p vbkffim of Swfim 7209 of the New York Slabs Educ a&m Law HEAVY DUTY PAVEMENT N SCALE:wrs ®the LA Group 2008 Design CMI 1 1/2" MIN. NYSDOT TYPE 8F ASPHALT C-4 Drawn LTM JTS CONCRETE TOP COURSE (ITEM NO. 403.1904) Checked JMM DRL 3" MIN. NYSDOT TYPE 3 ASPHALT CONCRETE BINDER COURSE SECT. 304 CONCRETE FOOTING, 12" MIN. NYSDOT SUBBASE COURSE TYPE 2 Ilk BITUMINOUS CONCRETE WALKWAY 3,000 PSI (ITEM NO. 304.03) 12" COMPACTED SUBGRADE MATERIAL (SEE SPECS.) HANDRAIL DETAIL @ RAMPING WALKWAY 5 LIGHT DUTY PAVEMENT SCALE:"'� o 2 Ste:NTS L7 (�N 0 o r n �� Y WELDED L7 LU - o a- 4'-0" O.C. JOINTS HANDRAILS & POSTS SHALL DRIP EDGE ca BE 1 1/2" 0 STEEL PIPE cn 1/8" THICK WALL; PAINTED 06 N N 10;z WITH 1 COAT PRIMER & 1 a) z z COAT EXTERIOR PAINT. ORANGE POLYETHELENE 0 r N cOLOR SELECTED BY OWNER. WARNING FENCE W to WATERPROOF PERMANENT O +r m CAULK TO DRAIN AWAY FROM SIGN READING: C 3 m POSTS 'TREE PROTECTION AREA' W 11 H 11111111111111111111111 IF IT Imill M1111 will I mil I ___11111111111111111111111111111111111 11,11111111,111 lil <7 �— BITUMINOUS TYP PAVEMENT � N m METAL POST � a p oox II C X N m O U a (n = R U II II U U E O RAIL DETAIL QUEUE 0 @ TREE PROTECTION DETAIL 0) 3 SCALE:NT g N.T.S. TREEPROI.DWG CHAIN LINK, TOP i WASH TREAD HANDRAIL & POST SHALL BE I I/2' 0 ^, SELVAGE KNUCKLED TO DRAIN STEEL I/8" THICK WALL, PAINTED I COAT VJ END & CORNER POST (1/4'/ft.) PRIMER, 2 COATS FLAT BLACK FACTORY +,,J SLEEVE #4 NOSE BAR APPLIED FINISH. TOUCH-UPS TO BE (� CONNECTION 2" CLEAR PERFORMED IN FIELD AS NECESSARY. REFER TO DETAIL I" RADIUS TOP RAIL (TYP.) coa ZD N Q O LINE POST TOP 3 CAULK TO DRAIN AWAY z FINISH GRADE TENSION BAR (TYP.) r_o• �, LINE POST . . ANCHOR POST 12' • '' TENSION BAND WITH CARRIAGE MORTAR IN r-o" r o• e_ : co o BOLTS AND NUTS " •'. Q N I BOTTOM SELVAGE KNUCKLED - - - ' • • NOTE: (�''{ L1J 3 1"� 4 BAR MAT • TREADS TO RECEIVE # '0 EACH WAY ROUGH BROOM FINISH U 0 Cn Cl = J_ W _ /4 PROVIDE 1 WASH I —I #4 BAR MAT • (� Q ACROSS TOP OF I I I� �I I I� ::4. �I I II 12" EACH WAY -F--� ,..... _ p FOOTING (typical) (2) #4 BARS • 120 cc N I I II I II I I - r o•. I I II CD CM 0 W >L.. —I I I^ : #4 NOSE BAR r T— Q V r J1 (� .I�I—III . . .. . • s •. . . .. . •. . C F=lI1 v GRAVEL _ o Revisions III-1 I ' ' - a 10/27 8 REV'D PER PB RESOLUTION 3,000 PSI CONCRETE FOOTING 12" 01/220 U A DIA. TYP. 18 DIA. ® GATE POSTS = 0 01/28/09 UPDATED 2'-0' Project 08062 10'-0" O.C. MAX �, Deb: owl&" Drewing CHAIN LINK FENCE C SCALE: AST IN PLACE CONCRETE STAIRS lie 4' I0"\ SCALE:NM L-6 NTS tfUUN H •u�, ti _ U + I., 4V ° �. 13 S tre o 4 6.1 ® �';�, X �� °�\ �o� �`1.4' °�°` °�o^� the LA group v 40 oQ °>� �o ��` °` �°�� Landscape Architecture and Engineering, PC 40 Lag Adley �Q Q) ,o'` UTILITY LEGEND urILITY N watoga Springs 4 Cb,` ,,\, 4 g �� orE s New York 12866 ® �� 1. The location of underground utilities shown on this P 518J587-8100 lb o� - - - - LIMIT OF WORK LINE �02 �oQ � 0. C,7 � �o^� ��, plan are for information only, and all utilities may F 518✓587-0180 �i , �� not be shown. The Contractor shall contact U.F.P.O. www.ftagroup.corn 1-1 '� �1 O�3 �,� EDGE OF NEW PAVEMENT ® n C (1-800-962-7962)and the proper local authorities or + a �..� ' PROPOSED CONTOUR respective utility company having jurisdiction to confirm Unauthorized alteration or +\ + D� �� the location of all existing utilities before commencing addition to this documert Is a O violation of Section 7209 of the O � ® EXISTING CONTOUR work. �Y costs incurred by the Contractor due to NeM,York Stal>a ,�,,, ,� �'� o�• a 1PR OP LIGHT, failure to contact the proper authorities shall become w the responsibility of the Contractor. O ' LL-4 SEE DWG. PROPOSED WATER MAIN ©ft LA Group 2008 �� Z d�Md 2. Contractor shall verify all conditions in the field and Oco C� a� ow 2. OVERHEAD ELECTRIC LINE report any discrepancies between plans and actual Design 407.1 ,� o� �o 1 EX. STORM INLET conditions to the Owner's Representative. TO REMAIN E EXISTING UNDERGROUND ELECTRIC LINE Drawn O� X d ` \ �° irr ' PROPOSED THRUST BLOCK Checked O X A, EX. STORM INLET LW TO REMAIN I X TORM WA 4O Dc ROP 0 6 GT. AIZEl1 \+ �� CONTROL PR OQ X 4 .rJ� . \ BUILDING \ AP XIMATE Lrnq OF V ° x ®p®® �U� WATER MAIN PIPE, TYP. WATER MAIN PIPE, TYP. 406.E WRAP 0® �L NE PLASTIC PRIOR TTING VTOHCONC. PLACEMENT,6 MIL TYP. A X � A � ° PLACE CONIC. THRUST BLOCK AGAINST !' i O X 07.1 OP WATER 1 ALLY SIGN -AS \ 'S C) DnuTY POLE UNEXCAVATED/UNDISTURBED EARTH _ - 0 s A C_ CD W aD WA NE- BUIL A \ 408.E ' \ AS REQD A JU D TO �p \� WV \ EXISIIN DIII S do P REVIEW RY WA c DEPT. \ all CD Go --X _ 0 N N + \ 3000 PSI CONCRETE A 3000 PSI CONCRETE 06 r r X THRUST BLOCK, TYP. L THRUST BLOCK, TYPICAL L } 404.3 \ \� 404.6 CL SECTION A-A' PLAN VIEW OF TEE INTERSECTION PLAN VIEW OF WATER MAIN FITTING CO Z'Z41) \ 0 +0) XISIING MANHOLE \\ �A W \ a OMMUNICAIIONS) M:M�I. MINIMUM REQUIRED BEARING AREAS a DIMENSIONS FOR CONCRETE THRUST BLOCKS O TO 0 \ ST FRAME & COVER *S LL m O ao� g 4 IN 3 ON GRADING PLAT PIPE TEE (SEE NOTE #►D 90 (I/4) BEND 45 (1/8) BEND 22.5 (1/16) BEND 11.25 (1/32) BEND 0 _ u' I AREA DIMENSIONS AREA DIMENSIONS AREA DIMENSIONS AREA DIMENSIONS AREA DIMENSIONS Uj �o X 41 . SIZE� � \ cINI.) N m T X 407.4 \ \\ SQ.FT. D x L SQ.FT. D x L SQ.FT D x L SQ.FT. D x L SQ.FT. D x L U) CO o\ LU ME 2 X r 0 0 \ 6" 4.3 I.Sx2.5 5.96 2.Ox3.0 3.22 1.5x2.3 1.65 1.3A.5 0.83 0.8x1.5 Cr X ^ 1$ 8' 7.24 2.5x3.0 10.3 2.8x3.8 5.6 2.3x2.5 2.9 1.5x2.0 1.5 I.Oxl.5 a r r 5AW-CUT EXIST. PVMT. IN TRUE LINE. KEY PVMT. AS GRAPHIC SCALE VALUES FOR TEES APPLY TO TEES, END PLUGS, CAPS, AND TAPPING SLEEVES. SHOWN. TACK COAT EXPOSED EDGES OF EXIST. PVMT. 20 0 10 20 40 MINIMUM REQUIRED BEARING AREAS ARE DUE TO THRUSTS CAUSED BY 150 P.S.I. WORKING PRESSURE PLUS 50% (75 P.S.I) SURGE ALLOWANCE E PRIOR TO PLACEMENT OF NEW PAVEMENT. RESULTING IN 225 P.S.I. INTERNAL PRESSURE, O Be REQUIRED BEARING AREAS ARE BASED ON ALLOWABLE SOIL BEARING CAPACITY OF 2000 POUNDS PER SQUARE FOOT FOR SAND. DUE TO OTHER LAWN RESTORATION PVMT. RESTORATION MIN. N2IML CONDITIONS WHICH MAY BE ENCOUNTED DURING THE WORK, THRUST BLOCK BEARING AREAS MAY BE MODIFIED BY THE ENGINEER OF RECORD '� KEY EXIST. PVMT. I inch = 20 feet 1• BY MULTIPLYING THE MINIMUM REQUIRED BEARING AREA GIVEN IN THE TABLE ABOVE FOR THE APPROPRIATE PIPE SIZE AND FITTING BY THE TOPSOIL # SEED 2. CORRECTION FACTORS BELOW. THE CONTRACTOR SHALL NOTIFY THE ENGINEER CONCERNING ENCOUNTERED SOIL CONDITIONS WHICH ARE NOT SAND. AS SPECIFIED NEW PVMT., SEE DETAIL JT. THE CONTRACTOR SHALL NOT MODIFY THE REQUIRED THRUST BLOCK SIZES WITHOUT THE ENGINEER'S WRITTEN APPROVAL. 3. III i In i III III III] ALLOWABLE SOIL PRESSURE SUBBASE MAT'L.; INSITU SOIL CONDITION (LBS./SQ.FT.) CORRECTION FACTOR 0 l =1 � 1 w 0� 0° Oo °Do'0,n o ` DE rER TO NEW PVMT. 6 SOFT CLAY 1000 2.00 _III-I 108 SAND 2000 1.00 w I BURIED IDENTIFICATION sly SAND GRAVEL 3000 0.67 4_-+ _3 � ! 0 o Oo WARNING TAPE Oo _ _ CEMENTED W/CLAY 4000 0.50 0 1=III=11 III-II 01 HARD SHALE 10,000 0.20 I I I III I � O Oo 0o I=11 N J -III III- FINAL TRENGH BACKFILL a Q II l o N i X -III w III- (SEE NOTE) IN MUCK, PEAT, OR RECENTLY PLACED FILL ALL THRUSTS SHALL BE RESISTED BY STEEL PILES OR TIE ROD ANCHORAGE TO SOLID APPROVED FOUNDATIONS OR BY REMOVAL OF SUCH UNSTABLE MATERIAL AND REPLACEMENT WITH BALLAST OF SUFFICIENT STABILITY TO RESIST THE THRUSTS I I I I z I I I I ' � o ALL AS REQUIRED BY THE ENGINEER. ALL PROPOSED PILE CONFIGURATIONS THE CONTRACTOR WISHES TO UTILIZE IN THE WORK SHALL BE DESIGNED L Q j I I I it o ��0000�0Do� II it10 COPPER TRACER WIRE CENTERED AND CERTIFIED BY A QUALIFIED NEW YORK STATE LICENSED PROFESSIONAL ENGINEER HIRED BY THE CONTRACTOR. THE COST OF SAID PROFESSIONAL O > - ° o `� - ON PIPE. COIL ENDS AT ACCESSIBLE ENGINEERING SERVICES SHALL BE PAID BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL PILE CONFIGURATIONS AND RESPECTIVE }' 8° Z oo a = LOCATIONS (FORCE MAIN ONLY) 4• ENGINEERING COMPUTATIONS (AND ANY OTHER SUPPORTING DOCUMENTATION AS DEEMED NECESSARY BY THE ENGINEER OF RECORD), AS PROPOSED BY 750 - o =I co THE CONTRACTOR, SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR CONTENT REVIEW AND COMMENTI ALL SUBMITTALS SHALL DEPICT A SIGNED I= ° - oo °o. o a S °o - PIPE ZONE BACKFILL AND DATED LICENSED PROFESSIONAL ENGINEER'S SEAL BELONGING TO THE ENGINEER HIRED BY THE CONTRACTOR. o 70 Z -I 0 00 ° o o I=AI ALL CAST-IN-PLACE CONCRETE THRUST BLOCKS SHALL BE CONSTRUCTED OF 3,000 PSI MINIMUM CONCRETE HAVING A MAXIMUM WATER-TO-CEMENT RATIO Q o Q o o I1I- OF 0.44, A MINIMUM CEMENT CONTENT OF 630 POUNDS PER CUBIC YARD AND A MAXIMUM SLUMP OF 4 INCHES AT POINT OF PLACEMENT. ALL CONCRETE `-- � - o o \ o 0 LD O.D./2 =III I PIPE ZONE BEDDING MAT'L THRUST BLOCKS SHALL BEAR AGAINST UNEXCAVATED/UNDISTURBED VIRGIN SOIL OF THE PIPE TRENCH VERTICAL WALL. ALL THRUST BLOCK BEARING Uj =1II= (HAUNCHING) AREAS SHALL BE BASED ON THE ACTUAL CONTACT AREA OF THE THRUST BLOCK AGAINST THE VERTICAL TRENCH FACE; CONTACT AREAS OF THRUST 6' MIN PIPE ZONE BEDDING MAT'L BLOCKS AGAINST SLOPED TRENCH WALL FACES WILL NOT UTILIZED IN COMPUTING CONTACT AREAS. =1 III=_I 5• CONCRETE UTILIZED FOR CONSTRUCTING THRUST BLOCKS SHALL NOT OVERLAP ANY PIPE JOINT, FITTING/PIPE JOINT, MECHANICAL JOINT RETAINER GLAND CD 06 AND FERROUS-BASED RESTRAINT ANCHORAGE ASSEMBLIES. C CONCRETE THRUST BLOCKS SHALL BE PLACED IN SUCH A MANNER SO AS NOT TO INTERFERE WITH ANY FUTURE REMOVAL AND/OR MAINTENANCE OF FITTING RESTRAINT HARDWARE. ALL PIPE FITTINGS RECEIVING CONCRETE THRUST BLOCKS SHALL BE WRAPPED WITH 6-MIL MINIMUM POLYETHALENE j W Z PIPE O.D. + 24' MIN. PLASTIC SHEETS TO PREVENT CONCRETE BONDING TO FERROUS FITTINGS AND RESTRAINT HARDWARE. 0 J 6• CONCRETE THRUST BLOCKS SHALL BE PLACED IN SUCH A MANNER SO AS NOT TO BEAR UPON NEW AND EXISTING CONSTRUCTIONS, AND ANY AND ALL r , ITEM DEPTH MATERIAL NY5DOT SIZE METHOD OF UNDERGROUND UTILITIES WHICH MAY OR MAY NOT BE IMPACTED UPON DUE TO IMPARTED WATER MAIN THRUSTSI NO THRUST BLOCK SHALL BE PLACED ♦U PLACEMENT 7. WHEN THERE IS NOT AT LEAST A 10 FOOT MINIMUM SEPARATION BETWEEN THE REAR OF THE THRUST BLOCK AND AN EXISTING UNDERGROUND UTILITY, vJ 0) PIPE ZONE BEDDING 61 MIN. COARSE IA MECHANICAL UNLESS WRITTEN APPROVAL IS RECEIVED FROM BOTH THE UTILITY OWNER AND THE ENGINEER. W (1) U (ENCOUNTERED DRY COND.) AGGREGATE COMPACTION 8. -� PIPE ZONE BEDDING 6' MIN. CRUSHED I MECHANICALCIO Er Z) (ENCOUNTERED WET COND.) AGGREGATE COMPACTION THRUST BLOCK DETAILS/NOTES ^^,, No W PIPE ZONE BEDDING PIPE O.D./2 COARSE IA MECHANICAL 2 N.T.S. i P HAUNCHING AGGREGATE COMPACTION 0T n PIPE ZONE BACKFILL 12' MIN. CLEAN SAND OR IA OR I MECHANICAL r U) VJ COVER COARSE AGG. COMPACTION FINAL TRENCH BACKFILL VARIES SEE NOTES SEE NOTE MECHNANICAL RAN1810n8 COMPACTION 10/27/08 REV'D PER PB RESOLUTION NOTES: 1) FINAL TRENCH BACKFILL 01/22/ 9 TWO- a) IN NON-PAVED AREAS, FINAL TRENCH BACKFILL 514ALL BE EXCAVATED MATERIAL 01/2W09 UPDATED Oa, WHEN DETERMINED SUITABLE BY THE ENGINEER OF RECORD; OTHERWISE IT SHALL BE NYSDOT TYPE I (SECT. 30 . MIN. MOD. PROCTOR DEN51TT514ALL BE 85 PERCENT. b) IN PAVED AREAS, FINAL TRENCH BACKFILL SHALL BE SUBBASE COURSE, NYSDOT GRADATION TYPE I (SECT. 504). MIN. MODIFIED PROCTOR DENSITY SHALL BE 95 PERCENT. 2) ALL PIPE ZONE BEDDING, PIPE ZONE BACKFILL, AND FINAL TRENCH BACKFILL SHALL BE Project 0M PLACED IN 6 INCH MAX. COMPACTED LIFTS. ALL BEDDING AND BACKFILL MATERIALS SHALL BE MECHANICALLY COMPACTED TO THE 5AT15FACTION OF THE ENGINEER. Deb: `o 3) EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES. Dr8lAllrlg TYPICAL TRENCH DETAILL-71 e N.T.S. Troxh.DWG