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2013-106 TOWN OF QUEENSBURY IF 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 r Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20130106 Date Issued: Monday, September 23, 2013 This is to certify that work requested to be done as shown by Permit Number P20130106 has been completed. Tax Map Number: 523400-288-020-0001-020-000-0000 Location: 1172 STATE ROUTE 9 Owner: GREAT ESCAPE THEME PARK LP Applicant: GREAT ESCAPE THEME PARK LP This structure may be occupied as a: Amusement Ride By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the (--- - property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building& Code Enforcement Planning Board or Zoning Board of Appeals. O." TOWN OF QUEENSBURY F.4 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: P20130106 Application Number: A20130106 Tax Map No: 523400-288-020-0001-020-000-0000 Permission is hereby granted to: GREAT ESCAPE THEME PARK LP 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 LP Amusement Ride $350,000.00 PO BOX 543185 Total value DALLAS TX 75354-3185 $350,000.00 Contractor or Builder's Name/Address (Electrical Inspection Agency Plans&Specifications 2013-106 Amusement Park Ride - Screamin Eagles $266.57 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday, March 29, 2014 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town q'f�Quee bury' ,rid . , arch 29,2013 0� _ + for the Town of Queensbury. SIGNED BY � \ Qu ury. Director of Building&Co•e Enforcement • /' OFFICE USE ONLY r TAX MAP NOag cb • A42-1— a'D PERMIT NO. 13 ! b( ' FEES: PERMIT pA(D&5 7RECREATION 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: 6cr 4 irk LP OWNER: ADDRESS: \\`4 Z 5*c4e q ADDRESS: PHONE NOS. (5/ )---'1-2. 3Scc �•.�S't iv PHONE NOS. (5'i) •364 --4Ge CONTACT PERSON FOR BUILDING & CODES COMPLIANCE: 1Rcp 5 ‘.*e.eelef— PHONE: (5,8) 1 LOCATION OF PROPERTY: HAS THERE BEEN A SITE PLAN REVIEW; VARIANCE OR SUBDIVISION APPROVAL? 0 YES 0 NO IF SO, INDICATE APPLICATION NO. AND DATE OF APPROVAL: \---1-c;\--L. 1-7" ?c`2- PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT p o APPLY TO YOUR Z O cn d PROJECT O ►- OJT 111 o W u_ OU w a _ O z dOF- � uJZ Z < < — (n N U) O iL. F- Lk CL 06 SINGLE FAMILY TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER / Ll5C/ i Li if Town of Queensbury * Community Development Office * 742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 IF COMMERCIAL OR INDUSTRIAL—NAME OF BUSINESS: ..�t� Es cc �r `....,` �-� 1 46eESTIMATED CONSTRUCTION COST: mSU. 06c) FUEL TYPE: HEAT TYPE: IV- *HOW MANY FIREPLACE(S): iv AND/OR WOODSTOVES(S): /Z ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? Aic IS THIS A HISTORIC SITE? l" PROPOSED USE OF BUILDING OR ADDITION: A('u s e ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? (VI) ARE THERE EASEMENTS ON PROPERTY? YS *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 - -hr- -G fi • Signed Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) Town of Queensbury * Community Development Office * 742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 Permission is hereby granted to the above This application / proposed action described Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. Application: BUILDING & CODES APPROVAL ZONING APPROVAL DATE DATE QUESTIONS? CALL 761-8256 OR EMAIL codes(c�queensburv.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION www.queensburv.net Operating Permit Issued: Yes No Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: Town of Queensbury * Community Development Office * 742 Bay Road, Queensbury NY 12804 Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection requ-- re• -•. Queensbury Building &Code Enforcement Arrive: "/6 ami•m Depart: '3;00 a pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: 3 NAME: &ft A C1` ��, PERMI � �: io' LOCATION: DATE: 9-z-3 I COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location -�(�� � C L1 Plumbing Vent Through Roof 6"/Roof Complete 1 Exterior Finish/Grade Complete 6" in 10'or Equivalent gAcf/i 3 Interior 1 Exterior Guardrails 42 in. Platform/Decks Interior I Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in. I Step Risers 7"I Treads 11" Vestibules For Exit doors>3000 sq. ft. All Doors 36 in.w/Lever Handles I 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 '/4 doors > 10% > 1000 sq.ft. %Hour Corridor Doors&Closers • Firewalls I Fire Separation,2 Hour, 3 Hour Complete I 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 I Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters,34 in., Checkout 36" Handicapped Ramp I Handrails Continuous/12 in. Beyond[Both sides] Active Listening System and Signage Assembly Space Final Electrical/Flex Gas Piping Bonded 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 4' Water Fountain or Cooler '>j' U C.0 Building Access All Sides by 20'/Drlyeabk Surface 20'wide Okay To Issue Temp. or l'ertifirient C/O Okay To Issue C/C _--- L:\Building&Codes Forms\Building&Codes\lnspection ForrnslCommercial Final Inspection Report.doc Revised January 7,2008 LO _4, 1 Commercial Final Inspection Report Office No.: (518) 761-8256 Date Ins ct requ- ed: Queensbury Building &Code Enforcement Arrive: V- aa Depart: \'-3© am l n 742 Bay Road, Queensbury, NY 12804 Inspector's Initial-/ NAME: �C R E Pt del I r '\ EI�C�L PERMIT 7 — a Co LOCATION: RE - IiC,F? F DATE: . — — 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 I Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.–38 in./Step Risers 7"1 Treads 11" Vestibules For Exit doors> 3000 sq. ft. All Doors 36 in.wlLever Handles/Panic Hardware, if required Exits At Grade Or Platform 36(w)x 44"(i)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight I 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 'h doors > 10%> 1000 sq.ft. $/.Hour Corridor Doors&Closers Firewalls I Fire Separation,2 Hour, 3 Hour Complete I 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 J� Final Electrical/Flex Gas Piping Bonded ��� Site Plan/Variance required p � � �U Final Survey, New Structure/Flood Plain certification,if req. y�- As-built Septic System Layout Required or On File l -�� .• Building Number or Tenant Address on Building or Driveway 4' Water Fountain or Cooler �'�� .cL Building Access All Sides by 20'1 Driveable Surface 20'wide Okay To Issue Temp. oyPermanent CIO ✓ '\//Okay To Issue C/C <` L:1Building&Codes FormslBuilding&Codes\nspection Forms\Commercial Final Inspection ReporLdoc Revised January 7,2008 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Insp ction requ.: re, Queensbury Building & Code Enforcement Arrive: :m/p 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: -, NAME: LCeEAMIi3 EflGLE PERMIT 13-10lp LOCATION: 63P.E►4 ' EPE INSPECT +N: \5---z9-13 TYPE OF STRUCTURE: Y N N/A COMMENTS: Framing Attic Access 22" x 20" minimum Jack Studs/Headers Truss Specification Provided Bracing /Bridging Joist hangers Jack Posts/Main Beams 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/ Bearing Walls Metal Strapping for Notches Top Plate 11/2 (w) 16 gauge (8) 160 nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice ans water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1/2 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 Design Professional Sign-off, If required Framing Firestopping Inspectian_Revised_02 05 13 JARRETT Engineers, PLLC Civil&Environmental Ennineering Final Report of Special Inspections Date: May 29, 2013 Project: JE# 01-054.30 Screamin' Eagles Ride Location: The Great Escape Owner: The Great Escape(Six Flags) 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(s) of Record: Glynn Geotechnical Engineering 415 S. Transit Street Lockport,NY 14094 Drawing Set(s) Stamped by Mark Glynn,NYS Lic. No. 057491, dated January 23,2013. Drawing List as follows: Cl Flying Scooter Ride Site Plan Fl Flying Scooter Ride Foundation Plan, Sections and Details To the best of our knowledge, belief and available information, the Special Inspections required for the "Screamin' Eagles" Ride have been performed and all structural work has been completed substantially in accordance with the design plans prepared by Glynn Geotechnical Engineering,dated January 23,2013 and the New York State Building Code. Respectfully Submitted, F 4F..w Jarrett Engineers,PLLC(Special Inspector) : �� U• HO4,. 4 0 4674 J / I -�' No.082026 4t, Robert U. Holmes II,P.E. •F'OA , oVN. .ROFESs\. Project Manager Robert U. a olmes II P.E. # 082026 F.•IDataFile12001 Project FileslGrt Esc Proj101-054 Great Escape Yenues101-054.30 Screamin'Eagles\Corresp4Sent Items101054.30130529 Screamin'Eagles Ride Special Inspections Final Report.doc 12 East Washington St. 518-792-2907 Glens Falls NY 12801 fax 518-798-1864 Inspection Form Town of Queensbury Fire Marshal o Periodic Inspection Date. e is�Time:a� 742 Bay Road,Queensbury NY 12804 o R spection 518 761 8206/518 761 8205 O Inspection Permit#: /3---1 1 0 t% Fire Marshals Representative _ • MJ Palmer Business Name: Cr . 0+ sc c f -LLNrJ Sa 4c2.location: //`7 /., • XK Stillman Contact: Fax Type of Inspection N/A Yes No EXITS: Exit Access FC 1014& FC1029 / NOTES Exit Enclosure FC 1020& FC1029 Exit Discharge FC 1024& FC1029 _/. Locks and latches FC1008& FC1029.2 Sign:Normal FC 1011 &FC1029 Sign:backup FC 1011.5.3& FC1029.7.5 .........--- AISLES: /AISLES: Main Aisle Width FC 1024/1025&FC1029.11 Secondary Aisle Width FC 1025&FC1029.11 -o FIRE EXTINGUISHER: Hung FC 906 -..----' Inspection of extinguisher FC 906 EVAC Plan FC 404.6 TRUSS ID SIGNAGE FC 505.3 ...-*,""--- EMERGENCY /EMERGENCY LIGHTING: Interior FC 1006.3&FC1029.8 � . Exterior FC 1006.3 Clearance to Electrical FC 605.3 _----'" Electric Wiring Enclosed/Labeled FC 605.3.1 „/ n Combustibles in Equipment Rooms FC315.2.3 -� ' �/ F.D.Signage- FC 510 No Smoking Signs FC 310.3 ,{- Storage FC 315.2 .../. 1 Compressed Gas FC 3003 ....-- 1 Vehicle Impact Protection FC 312.1 Interior Finishes FC 803-804 ...---- ....----- Smoke /Smoke Detectors FC 907 CO detectors FC 610 Clearance to Sprinkler/Ceiling FC 315.2.1 / 18" / 24" EVAC SIGNS IN Rooms FC 404.6(R1 &R2) ,...----- Fuel Pump Warning Signs FC2205.6 _/ Fuel Station Emer Procedures FC2204.3.5 ....,.--- Exterior Exterior Storage FC 315.3 -/ REINSPECTION DUE APPROXIMATELY Vacant Buildings FC 311 f 21 DAYS lnsp OK NC DATE: OK NC SYSTEMS: FC 901.6 Date Generator Annual DATE: OK NC Hood Installation Elevator Semi Annual FIRE ALARM Annual DATE: OK NC HVAC Shutdown Sprinkler System Annual Sprinkler FDC Kitchen Suppression Semi Annual Fuel Island Suppression Semi Annual Hood Cleaning 3-6 -Annual Knox Box:installed/checked FC506 Operating Permit, if required will be issued after Completion of Inspection Commercial Final Inspection Report I am'- ` Office No.: (518) 761-8256 Date Ins ction requ- •-' -d: Queensbury Building &Code Enforcement Arrive: I�c- a )irrilr Depart: \-.Zj) a pj2 742 BayRoad, Queensbury, NY 12804 Inspector's Initials: �� rY NAME: 7 Q `' #: PE• T 1 100 LOCATIO : 3 C� `.�.� G� ,� DATE: SrR--13 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 (_13 Interior/Exterior Guardrails 42 in. Platform/Decks Interior!Exterior Ballisters 4 in. Spacing Platform/Decks Fr ,�RL Stair Handrail 34 in.—38 in.I Steprs Rise7"1 Treads 11" Vestibules For Exit doors >3000 sq. ft. All Doors 36 in.w/Lever Handles/Panic Hardware, if required /zy E[� Exits At Grade Or Platform 36(w)x 44°(I)/Canopy or Equiv. \ -. MR ! Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight 1 Other Floors Okay SQL Relief Valve,Heat Trap I Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy I Ventilation Combustion Low Water Shut Off For Boilers �o�Mu�� Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area 1-` -1101 Stockroom/Storage/Receiving/Shipping Room (2 hr.), 1 1/2 doors > 10% > 1000 sq. ft. '/.Hour Corridor Doors&Closers Firewalls I 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 1 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 sid_ ----� AOp c..(30- Active Listening System and Signage Assembly Space Final Electrical I Flex Gas Piping Bonded / Hc�►� �1 Site Plan/Variance required v' t \ ti Final Survey, New Structure/Flood Plain certification,if req. -r` _ R tiki.1 - As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway 4" 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 Forms1Building&CodesUnspection Forms\Commercial Final Inspection Report.doc Revised January 7,2008 CAI 6,4 /-3 Foundation Inspection Report Office No.(518)761-8256 Date Inspection reques. - : Queensbury Building&Code Enforcement Arrive: 11 0, _/ePart: 4i r�i c_Di/ 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: ///f NAME: p Q PE' T#: / 3 -/a ( ' LOCATION: $ �,' IN 'ECT ON: •$ -I 5-13 TYPE OF STRUCTURE: Comments bar-4\ cSlAr Y N N/A 9 6 �?/3b Footings Piers Monolithic Slab4 / f Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place 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\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM h I - 3 Foundation Inspection Report Office No.(518)761-8256 Date Inspection ' i •: Queensbury Building&Code Enforcement Arrive: p epi: 7 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi: �� NAME: ' RMIT#: & LOCATION: co A I SPECT ON: - `'Y--/ 3 TYPE OF STRUCTURE: Coniment4 Y N/A s" lii g--Ar- "Footings &Ilers onoIithic Slab C&72rIftti t yv\ELN Reinforcement in Place The contractor is responsible for N7(N` 7 providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place 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 mal poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- ugh Grade 6 inch drop within 10 ft. _.„\A,o LABuildin&Codes\Building&Codes\lnspection Forms\Fo ndation Inspection Report.do Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Ins. tion01 . Queensbury Building&Code Enforcement Arrive: • = t : Depart: m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: — < -� NAME: Ac- L 'ERMIT#: /3 �J4 11%' LOCATION: INSPECT ON: „� — Lo—13 TYPE OF STRUCTURE: C,Ch. , t. Commentk 2 1 Y N N/A Footings ep 'iers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place 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 esough Grade 6 inch drop within 10 ft. : :u ng &Codes •rms : ing: Cod s\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM MandQc lb- Foundation Inspection Report Office No.(518)761-8256 Date Inspection . . re• = v •. Queensbury Building&Code Enforcement Arrive: `, • : is / Depart: V' :�, 742 Bay Rd.,Queensbury,NY 12804 Inspector's Ini ' NAME: nel-pi2 P ' T#: 3 -f 11,& LOCATION: INSPECT ON: —,?Q —/3 TYPE OF STRUCTURE: Sem-' Fl Comments Y N N/A Footings Z ` ) 1 Z C% T=tYc Piers Monolithic Slab it7 Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place 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 SIab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\BuildIng&Codes Forms\Buiiding&Codes\Inspecdon Forms\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM - ID Foundation Inspection Report Office No.(518)761-8256 Date •= tion uest r - Queensbury Building&Code Enforcement Arrive: ; /L0 ,•• 742 Bay Rd.,Queensbury,NY 12804 - apart: Inspector's Ini�:. NAME: �x�U ' ERMIT#: LOCATION: INSPECT ON: 13 TYPE OF STRUCTURE: SU EQ41 Comments Footings Y� N Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place 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\Foundat on Inspection Report.doc Last printed 12/20/2005 9:24:00 AM GGE#12-2027 Page 1 of 8 MAR 2 9 2013 a member of the GLYNN GROUP Flying Scooter Foundation Evaluation Six Flags Great Escape And Splashwater Kingdom Lake George, NY L °' prepared for: (13 The Great Escape and Splashwater Kingdom 1172 State Route 9 Queens bury, NY 12804-1372 U C s U v prepared by: Glynn Geotechnical Engineering V 415 South Transit Street Lockport, New York 14094 GGE 12-2027 '` =�. b'. ccs �t,�•% ', GLYNN GEOTECHNICAL ENGINEERING 415 South Transit Street, Lockport, New York 14094 voice 716.625.6933/fax 716.625.6983 www.glynngroup.com • GGE#12-2C27 • Page 2 of 8 Six Flags Great Escape March 29,2013 Flying Scooter Foundation Evaluation Package GGE No. 12-2027 Page 1 Project Summary nQ The attached evaluation provides a design for a 12' x 12' x 4' thick footing for the proposed.Flying Scooter ride at Six Flags Great Escape and Splashwater Kingdom in Lake George, NY. The column, base plate and anchors were designed by the ride manufacturer, and O considerations were taken to accommodate those design elements into the footing. The proposed V ride area is at the location of the former video arcade. There is an existing concrete slab from that video arcade that will need to be broken out in the area of the footer installation only. All other • existing slab in the area will remain. no Design Summary The footer was designed as a 12' x 12' x 4' reinforced concrete block bearing 4 ft below ^ grade. Reactions at the column base were provided by the ride manufacturer, Larson International Inc., on Drawing No. LC340095 Sh. 1 of 2. The design utilized the soils data discussed in the Q.) Dente Engineering Geotechnical Report dated December 5, 2012.ACI 318-08 was referenced for concrete and reinforcing design. 2 Attachments to this submittal include: C 1. Design Calculations(6 Sheets) O 0 ro Vl a member of Me GLYNN GROUP GGE#12-2027 Page 3 of 8 "FOOTINGS.xls"Program Version 3.0 RECTANGULAR SPREAD FOOTING ANALYSIS For Assumed Rigid Footing with from 1 To 8 Piers Subjected to Uniaxial or Biaxial Eccentricity Job Name: Six Flags Great Escape Flying Scooter Subject: Foundation Job Number: 12-2027 Originator: NRF Checker: MWG Input Data: Operating (25mph)Wind +Pz Footing Data: ` +My +Hx Footing Length, L= 12.000 ft. .4.4 y 4.4.4 4 _ �7 Footing Width, B = 12.000 ft. £ :............... <::;'; D h Footing Thickness,T= 4.000 ft. ::::;•'•:;:�:•:(;•;:;�;:. •�''Lpx ,;; :;:••::•.::..:..:....:.•:.; Concrete Unit Wt.,yc= 0.150 kcf ;�.�,r� .• •. Soil Depth, D= _______ ft. t Yom/ ¢ �..•f§,-� .:� L ,. Soil Unit Wt.,ys= 0.120 kcf � " � >rzC = T Pass. Press. Coef., Kp= 0.000__ ; }` = � srfr Coef.of Base Friction,µ= __ 0.300 _ "''""' ':'•':':':`::::'::. Uniform Surcharge, Q= -0.00_0 ksf L Pier/Loading Data: Number of Piers= 1 Nomenclature Pier#1 Xp(ft.)__ 0.000 —_-....-- -- - —_..—_ _._.- ----- -- Yp(ft.)= 0.000 Lpx(ft.)=_ 0.000_ _ —^ LPy(ft.)= 0.000 h(ft.)= 0.000 Pz(k)= -13.50 Hx(k)= 15.00 Hy(k)= ..-0.00.._.. - --- - --- - --- Mx(ft-k)_ 0.00 -- ____ — ____ --------- My(ft-k)= 45.90 Y X • FOOTING PLAN 1 of 2 3/29/2013 11:02 AM GGE#12-2027 Page 4 of 8 "FOOTINGS.xls"Program Version 3.0 Results: Nomenclature for Biaxial Eccentricity: Case 1: For 3 Corners in Bearing Total Resultant Load and Eccentricities: (Dist.x> L and Dist.y > B) EPz= -99.90 kips Dist.x ex= 1.06 ft.(<=U6) 14 _ - Pmax ey= 0.00 Brg.Ly Overturning Check: EMrx=_ N.A. ___ ft-kips EMox= N.A. ft-kips Dist.y FS(ot)x= N.A. Line of zero / EMry= 599.40 ft-kips pressure Brg.Lx EMoy= 105.9_0^___ft-kips FS(ot)y= - 5.660 (>=1.$) Case 2: For 2 Corners in Bearing Sliding Check: (Dist.x>L and Dist.y <=B) Pass(x)= 0.00 kips Dist.x Frict(x)= 29.97___ kips __ Pmax 1 FS(slid)x= - 7998 (>=1.5) Brg.Ly1 Passive(y)= 0.00 kips Frict(y)= 29.97 kips Dist.y FS(slid)y= N.A. Brg.Ly2 Uplift Check: Line of zero EPz(down)__ -99.90 kips pressure EPz(uplift)= ___0.00 __ kips FS(uplift)= N.A. Case 3: For 2 Corners in Bearing Bearing Length and%Bearing Area: (Dist.x<=L and Dist.y> B) Dist.x= N.A. _ ft. Dist.x Dist.y= N.A. ft. I' Brg.Lx2 1 Pmax Brg. Lx= 12.000_ft. Brg. Ly=_ 12.000 ft. %Brg.Area= 10_0.00 Biaxial Case= N.A. Dist.y Gross Soil Bearing Corner Pressures: Line of zero P1 = 1.061 ksf pressure Brg.Lx1 P2= 1.061 ksf > P3= 0.326 ksf P4= 0.326 ksf Case 4: For 1 Corner in Bearing (Dist.x<=L and Dist.y <=B) • Dist.x P3=0.326 k P2=1.061 ksf Brg.Lx I Pmax 78 P4=0.326 ksf L P1=1.061 ksf Dist.y CORNER PRESSURES Brg. Ly Line of zero pressure Maximum Net Soil Pressure: Pmax(net)= Pmax(gross)-(D+T)`ys Pmax(net) = 0.581 ksf 2 of 2 3/29/2013 11:02 AM GGE#12-2027 Page 5 of 8 "FOOTINGS.xls"Program Version 3.0 RECTANGULAR SPREAD FOOTING ANALYSIS For Assumed Rigid Footing with from 1 To 8 Piers Subjected to Uniaxial or Biaxial Eccentricity Job Name: Six Flags Great Escape Flying Scooter Subject: Foundation Job Number: 12-2027 Originator: NRF Checker: MWG Input Data: Static Wind(70mph) +Pz Footing Data: / ti +My +Hx Footing Length, L=_12.000_ft. Q 4 4 4 4 y 4 Y _Ji T��- Footing Width, B = 12.000 ft. is>,:,., :':`::.;{:.:` ,;:•`;:: _;;::}°_; Footing Thickness,T= 4.000 ft Concrete Unit Wt.,yc= 0.150--kcf ::•:. �. -, ,>>�::.::_::_::.:•:::•:_..;:;:;;: ;:;:; Soil Depth, D =1-_-0.000 ft. Soil Unit Wt.,ys= 0.120 kcf + agle T Pass. Press. Coef., K 0.000 '', '�' s'` ' fittit �^ Coef.of Base Friction, µ= _0.300 Uniform Surcharge, Q = 0.000 ksf L Pier/Loading Data: Number of Piers= 1 Nomenclature Pier#1 Xp(ft.)= 0.000 Yp(ft.)_ ...-0.00D.— Lpx(ft.)=__0.000___ —_..--------.—_...._-__-- ---- Lpy(ft.)= 0_000 h(ft.)_ 0.000_ ._______.___ _.. —_----___—_—_____ ...____._.---__.._-_--.----- Pz(k)= -10.78 Hx(k)= 7.00 ___ --- Hy(k)= 0.00 Mx(ft-k)_ 0,00 My(ft-k)= 94.00 fY 1 x FOOTING PLAN 1 of 2 3/29/2013 2:01 PM GGE#12-2027 Page 6 of 8 "FOOTINGS.xls"Program Version 3.0 Results: Nomenclature for Biaxial Eccentricity: Case 1: For 3 Corners in Bearing Total Resultant Load and_Eccentricities: (Dist.x> L and Dist.y> B) EPz= -97.18 kips Dist.x ex= 1.26 _ft.(<=U6) _- 1 Pmax ey= 0.00 _Brg.Ly Overturning Check: EMrx= N.A. ft-kips EMox= N.A. ft-kips Dist.y FS(ot)x= N.A. Line of zero / EM 583.08 ft-kips 14 pressure Brg.Lx ZMoy= 122.00__ ft-kips FS(ot)y= 4.779 (>=1.5) Case 2: For 2 Corners in Bearing Sliding Check: (Dist.x>L and Dist.y<=B) Pass(x) = 0.00 kips I- Dist.x J Frict(x)= __29.15 __kips i_ Pmax FS(slid)x= 4.165 (>=1.5) __Brg. Ly1 Passive(y)= 0.00 kips Frict(y)= 29.15` kips Dist.y FS(slid)y= N.A. Brg.Ly2 Uplift Check: Line of zero EPz(down)= -97.18 kips pressure EPz(uplift)= 0.00 _ kips FS(uplift)= N.A. Case 3: For 2 Corners in Bearing Bearing Length and%Bearing Area: (Dist. x<=L and Dist.y>B) Dist.x= N.A. ft. Dist.x I Dist.y= N.A. ft. Brg.Lx2 Pmax Brg. Lx= 12.000 ft. Brg. Ly=_ 1122.000_ft. %Brg.Area= 1.0_0.00 % Biaxial Case=1 N.A. Dist.y Gross Soil Bearing Corner Pressures: Line of zero P1 = 1.100ksf pressure Brg.Lx1 P2= 1.100 ksf P3= 0.250 ksf P4= 0.250 ksf Case 4: For 1 Corner in Bearing (Dist.x<=L and Dist.y <= B) Dist.x P3=0.25 k P2=1.1 ksf Brg.Lx I Pmax • f ' B P4=0.25 ksf L P1=1.1 ksf Dist.y CORNER PRESSURES Brg.Ly Line of zero pressure Maximum Net Soil Pressure: Pmax(net)= Pmax(gross)-(D+T)*ys Pmax(net)= 0.620 ksf 2 of 2 3/29/2013 11:14 AM GGE#12-2027 Page 7 of 8 jc `iivc scootFpE A f - ),1 1 *".:)\ raTi > ' I MP I I � -! /7- A 1, 54Y /4A-5c A0-04ty—E F I trs U(E />Siis F' (_csoc /) -5r6/U , '/:'ip FA roR 7/RE Otte pp : cl = �//�11 ��f', = a/. V Pc, = "Cd) �c(C - `h : .5, 3 s.' As.= s-` u c q 7 5.P (5 ig12. :. i I 4 SHCfj2' ,Yx5F) . `7"or-�tc Si R = 2a-. •. M/ps = I/4 5jj4 ft. ( pr' ; 04, - •.0 0?46. -LTC .... P1rn rtt- P/0 t C73")(gs") 13,27, 1 ovG > d` I�owtE/r gci `X �4.) - I q,a kf5(I 4) _ 30.q - Pt- Sm_ (J/"CVS - 9(5.)k)37". _ 066X�"t`'�71412'R6 ?) - /0.t`(ti 7• ih - FN,3 - F1' M n > Mu Th P gEttJR C.( JG ► 'AS = 00016 (fa(`i8`) _ 1,(24 4.7 i's e ld'10.c. TS8 ea, tvity Grie PROJECT: SHEET NO: 55cA pc F`\/i(V6 i5e007 SUBJECT: 5N4tNEURIN4•DE-5I4N fool (NG RE//U/R.(/A) (, GLYNN GEOTECHNICAL ENGINEERING CLIENT: _ 415 South Transit Street Jf X �`r�L 465 G Rai-r rz1,1-� Lockport,New York 14094 voice 716.625.6933/fax 716.625.6983 PROJECT NO: SCALE: DATE: c / BY: ,j�F www.glynngroup.com /�;6X-7 /�/,L� (�3/ t J / / (ITEM ( PART NO. .1 DESCRIPTION I QTY 080' Fencing 056. • Landing Pod / aI 7 \2\ Operator wit+,T /, ` maw' ii �` , 1 II / \ FLYING l �''1 �i. ___ Optional 1 / 16 Foundation bolts /Cosmetic Pyramid )10. . for optional I BaseSCOOTERS cosmetic base. PARK MODEL cr 1 Entrance :AN» trI1 40) 1 Door I --• I MODEL'FLYIHc sc00TEASAWU(I I` / SERIAL WAGER .:..:so m.. .....u, ...�ro.wasc....`�`•c>vr..nw. O ,\ MAti1SACTURER IARSCN NIENUIICNAL INC. „.. :o.a,x .4-n. nl CO / PLAINVIEW.T%USA DIRECTION OF TRAVEL'COUNTERCICCRYASE CV O POWER REQUIREMENTS:251OV NAN YIN 60HZ A•: DATE OF MANUFACTURE MONTH YEAR RIDE DIMENSIONS:CLEARANCE HEIGHT 2T Irk 00 N,WMUM RIDE SPEED:10 RPM MAX CPeMTWG TNAMETIR V 0 ` N d NN.:i — r� AJOMUM PASSENGER CAPACITY:IS(MOLDS) - -G -'— / MAIEROFSP_.AT5:1; "`11 ..o ,.'":.e 1'' I.INIMLAJ PASSENGER HEIGHT:4♦INCHES UNACCONPAI6E0 SYAgi+PERONE Vµ� qt... .• MR° 36IVCHESA000MPANIE06YACHAPERONE "�"' '"'°a '00°" PASSENGER LOADING:ALL SEATS SIMULTANEOUSLY .o.1) 1,700:" o VAXEVUM WI/0 SPEED.25 MFH OPERATING-70 MPH STATIC tea.+c r.wr.ATM...e........m.«..eh.an ere of ram/.... Vehicle Anchor Points (Recommended: but not required for high winds) 8 Places on 035'-6" Operator Anchors must be #2 flush with foundation If Used to prevent tripping hazard / Exit 1 • N ENC. FLYING SCOOTERS FOUNDATION Q 2239 CHANCED DIM FROM 70'; START FS #3 5/14/03 LG Final Pier design must be done by local ISSUE E.C.O. REVISION DATE BY engineer to meet local standards. sm.TOLERANCES .X -:.o60 Uro. wrz: .XX-:.o30 LARSON INTERNATIONAL,tRNA"I'IONAL,INC. .IDOL-!.DLO an. DUE: PLAINVIEW, TEXAS 79072 NFUCI'ASSY. PIN COCWOR MO INC tttr$MEUNLLITMI ac ooaaEA MAEn. omn: Data ME.or CIA IC 0001000..'RFROOK01 a USCD O.`.xr°n:.w:u LC 10/24 02 wmar Or CUIVJORAL ro tuna..,,:worm..or. MATERIAL Sc TITLE: FLYING SCOOTERS 1/8--r-o"-o FOUNDATION RAW MATERIAL NO. WEIGHT 512E: ORWG./PART Na: C LC340095 SHT 1 of 2 l CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S., INC. 4 William Street,Ballston Lake,New York 12419 P Phone: (518)399-1848 Fax: (518)399-1913 I March 26, 2013 TOWN OF QUEENSBURY BUILDING DEPARTMENT 742 Bay Road Queensbury,New York 12804 Att'n: Building Code Enforcement Officials Re: GREAT ESCAPE: FLYING SCOOTER RIDE: LAKE GEORGE,NY. Construction Materials Inspection and Testing Services Greetings, Per the request, Mr. Dan Graves,V &H Construction,Inc.,we are pleased to inform you CONSTRUCTION TECHNOLOGY has been retained to provide the construction materials inspection and testing services required of the referenced project including but not limited to: Soil compaction, portland cement concrete inspection and testing. As such, we would like a moment to introduce our organization. CONSTRUCTION TECHNOLOGY is the construction materials inspection division of Product Development&Technical Services,Inc. Since our 1984 incorporation in New York State,we have been devoted to providing the highest standards of on time field inspection, testing and laboratory support to the construction industry. Our desire is a QC/QA involvement with projects committed to timely completion while satisfying the quality controls and assurances necessary to support today's strict design criteria. All too often materials inspections are viewed as a necessary evil or a requirement to be overlooked. Many times the laboratory brings this attitude on itself because of less than fully qualified personnel,tardy response time or uncompromising attitudes of technicians. Given the opportunity,we are confident we can provide the services that reflect our strong desire to be an asset to the construction process. Our facility and field technical force is supported by state of the art test equipment,including nuclear soil/asphalt density test equipment, automatic soil moisture/density(Proctor)apparatus, temperature/humidity controlled curing environments for concrete specimens, and all other necessary equipment to satisfy the requirements of the American Society for Testing and Materials(ASTM)standards C-1077 and E-329 as they relate to a commercial inspection agency. CONSTRUCTION TECHNOLOGY has submitted to outside auditing by having our personnel, equipment,facility and quality assurance plan evaluated by the Cement and Concrete Reference Laboratory (CCRL) of the National Standards Institute.A copy of the CCRL/NSI audit and finding is available upon request. March 26, 2013 TOWN OF QUEENSBURY BUILDING DEPARTMENT Re: GREAT ESCAPE: FLYING SCOOTER RIDE: LAKE GEORGE,NY. Construction Materials Inspection and Testing Services Our staff ranges from consultant Professional Engineers,hydrologists and geologists to field technicians and materials inspectors with technical backgrounds of educational degrees and/or substantiated experience in a construction oriented discipline.Field inspectors also possess a combination of the following certifications: * Certification at various levels(AET-I through SET-IV)by the National Institute for Certification in the Engineering Technologies (NICET). *American Concrete Institute(ACI) Grade I Concrete Inspector. * American Concrete Institute(ACI) Certified Concrete Construction Special Inspector. *North East Transportation Training&Certification Program(NETTCP). Certified Soil and Aggregate Inspector * Troxler Nuclear Gauge Training Program for Radiation Safety Officers and Field Operators. *NYSDoT Certified Asphalt Density Inspector. * J&L Testing, Inc. Certification Program for Sanitary Landfill Inspectors. * J&L Testing, Inc. Certification Program for Quality Control and Inspection of Geosynthetic Systems for Use in Solid and Hazardous Waste Disposal Facilities. In addition to particular qualifications,field inspectors are familiar with all phases of construction materials testing and inspection including soils, concrete,reinforcement,masonry, structural steel,fireproofing and roof installation. This generally alleviates the need and expense of employing more than one inspector on a particular project. CONSTRUCTION TECHNOLOGY currently has the capabilities to provide inspection and testing services relating to many construction concerns including but not limited to: subsurface drilling and investigation, soils placement and compaction, foundation design recommendations,portland cement concrete,unit masonry,mortars,grouts,bituminous concrete, structural steel and fireproofing,as well as all associated laboratory services. In general, all forms of materials testing and inspection services,as they relate to the construction industry,may be obtained through CONSTRUCTION TECHNOLOGY. We appreciate your interest in our firm and our line of work. We look forward to completing the construction materials inspection,testing and laboratory requirements of the GREAT ESCAPE: FLYING SCOOTER RIDE: LAKE GEORGE, NY. If there are any questions,or when we may be of assistance,please contact this office immediately. Respectfully, CONST f 1�1 TECHNOLOGY rn Joslin, S. .T., (NICET) Manager Technical Services 77 q o= m tY ro#IS 3� j It!'� ✓y,'y Z� oC s '�uLL 'w o �� - v1 o ! i z ozLL~ (D � ��g2 S¢d r,��' O a o m of d a GH 3 =� v`� h r` '.ZOU QOO qF o� f 3#,'{ po p s� zm Nm zc w _ F^+-i w fINSa u aW 1,^mh¢��Q¢y R Y� m VI—L - oN CD �O mm t o rr 14 rr All Wy�d6v' ! U �� 0-0 4 s IL �. /''� syC� Y�Q� 9 R y�� C o ` �� �� t' ani Itf '�„�, K�i.4} �i .•2 1. �WJ vs#,�,Ja LL rr r £ . r f �9 1 V 6 ` V I a� ��"" /i/ Via_ �;•' r*f /. 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U W 8 - H wN F _ �m -� O s zo o - 00 e wro U 65 SEH CO .0 Nm U) &c; PIS Ing WS zr z. !2 1N Do - wN g3a Q rc g W w > N an 0 z N w UW/ F U omp�.i�t a OZEO£l Oi'h50:0 sa!J aa.ci\JJI t L OZfOEt OE'4SGI0 s !w9n�sol 00 u, a.a5 Oi'VSO—l0= uaA a as3 los.0 4,0-10 sl o.d a oas3 loa9 sa�!J isa oid IOOZ al!J�1�0%�- .i%: BASE/TOWER/DRIVE/GEAR i%- BASE/TOWER/DRIVE/GEAR IS ALL PRE -ASSEMBLED TOWER UNLOADING POSITION �I r-quipment Required; 1, ManliFt - 25' lif t 2, One Crane (Sized by Crane Co) Max, Lift 7000# i 3. Forklift Sky Irak - For vehicles 500# MIN STEP 2 ITEM I PART NO. SWEEP ASSEMBLY DESCRIPTION CRANE LIFT SWEEP 550# TOWER BASE ANCHOR BOLTS VEHICLES ARE INSTALLED TO CABLES DO NOT OVERTIGHTEN, VEHICLE NEEDS TO SWIVEL CONNECT SECONDARY SAFETY TO VEHICLE AND CABLE VEHICLE X 8 SECONDARY SAFTEY ASSEMBLY X 16 CAPSCREW X 16 FLATWASHER X 32 HEX NUT X 16 41 ISSUE E.C.O. REVISION DATE BY STD. TOLERANCES X =±.060 APPID. DATE: LARSON INTERNATIONAL, INCA XX .030 XXX= ±.010 PLAINVIEW, TEXAS 79072 CHK. - DATE: THIS DOCUMENT AND THE bmo INFORMATION ETC. DEPICTED HEREON ARE THE EXCLUSIVE PROPERTY OF LARSON INTERNATIONAL, INC. AND NEXT ASSY; DRWN: DATE: LG 1/20/02 MAY IN NO WAY BE COPIED, REPRODUCED OR USED IN ANY MANNER THAT MAY BE DETRIMENTAL TO LARSON INTERNATIONAL, INC. PLEASE REFER TO EITHER PARTS MAN AL MATERIAL:, TITLE: FLYING SCOOTERS OR L340000 FOR HARDWARE DETAILS AND RIDE ERECTION ) ADDITIONAL ASSEMBLY INFORMATION , �T RAW MATERIAL NO. S'DIZE: DRWG. PART NO: j 7 37 f, 7 m 7 37 0 E DETAIL C t DETAIL D SCALE 0.250 L 22 31 REV ECO REVISION DATE BY A N/A REDESIGNED SWEEPSI START FS #7 9/24/04 LG B 2346 SWEEPREFLAUED PINS WITH BOLIN FOR ATTACHMF T 8/1/08 SS C 2441 MULTIPLE PARTS ADDED FOR LIGHTING AND BANNERS 211111 SS D 2563 CHANGED SECONDARY SAFETY: SMART FS #14 2/21/13 KW SEE DETAIL D n37 1 1.1 1 n -Wmi r n A N 1 r in i 1 ii — -- �Y A 35 7 12 16 17 BOLTS/PINS ARE TO BE ASSEMBLED FACING TOWARDS THE OUTSIDE OF THE RIDE 40" 042" 1 BOLT CIRCLE SUGGESTED STUB UP LOCATION 7 REV I E.C.O. I REVISION DESCRIPTION v 00000 aa000 0 — aaaao 00000 00000 00000 00000 00000 SUGGESTED STUB UP LOCATION 7 REV I E.C.O. I REVISION DESCRIPTION v a 056' Landing Pad Operator If Used ITEM I PART N0. f:IiJIY[610 \ 080° Fencing t Q G ERAANG AN FULL RPM 38' i RIDE DIAMETER Operator MINIMUM PASSENGER HEIGHT: 44 INCHES UNACCOMPANIED BY A CHAPERONE 36 INCHES ACCOMPANIED BY A CHAPERONE PASSENGER LOADING: ALL SEATS SIMULTANEOUSLY Al A VIun111AIIAIn CDCCn• 96 AdDW f1DCDATIAIf2 _ 7A AADW QTATlr fWYILILII UJ RIDE LOADS .OPERATING- 'STATIC... i 25 MPH WIND 70 MPH WIND c Moment (M) 45,9W illus 84,000ftlbs Shear (V) 15,000Its 7.000 lbs Vai*al Load (P) .13,5001 bs -10.780 los Torque Q) 11,700810 0 ITEM PART NO. DES 1 1/4 ANCHOR BOLTS A rl F- n I I A I I \/ (" F) A /'\ r- F\ 3/4 CO MAIN OPERATOR 1 1 2 TOP OF SURF/ SLOPES 1/8 IN 1 FROM CENTER 0 ED( CONSTRUCTION SPECIFICATIONS GENERAL: 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS. RIDE LAYOUT SHALL BE AS SHOWN ON MANUFACTURERS DRAWINGS. 2. CONTRACTOR IS RESPONSIBLE TO CHECK THE PLANS AND NOTIFY GLYNN GEOTECHNICAL ENGINEERING (GGE), IN WRITING OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. NO MODIFICATIONS OR ALTERATIONS MAY MADE WITHOUT WRITTEN DIRECTION FROM GGE. 3. CONTRACTOR SHALL OBTAIN AND PROVIDE PAYMENT FOR NECESSARY CONSTRUCTION PERMITS AND ABIDE BY REGULATIONS FOR INSPECTION. 4. CONTRACTOR IS RESPONSIBLE FOR MEANS, METHODS, PROCEDURES AND SAFETY FOR ALL CONSTRUCTION EFFORTS. 5. SITE SOIL CONDITIONS AND GEOTECHNICAL PARAMETERS AS DESCRIBED IN A 12/5/2012 GEOTECHNICAL REPORT BY "DENTE" ENGINEERING 6. THE CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE OWNER'S PROPERTY AND DISPOSE OF ACCORDING TO LOCAL REGULATIONS. 7 EXISTING UTILITIES AND ALL OTHER OBSTRUCTIONS TO WORK SHALL BE TEMPORARILY 3 , t ° a t , / itt doorway curb In tree n REMOVED BY THE CONTRACTOR AND REINSTALLED (INCLUDING NECESSARY 11 i / J / / / o j / I ( ilrcatch s 5 lit i MODIFICATIONS) BY THE CONTRACTOR AFTER COMPLETION OF WORK. CONTRACTOR i oo _. baem MUST COORDINATE UTILITY MOVEMENTS WITH THE APPROPRIATE UTILITY COMPANY. / / / / ' ' /� / 1 / -, % / / % / er 8. SHOP DRAWINGS SHALL BE SUBMITTED TO AND APPROVED BY THE OWNER OR THEIR �= p REPRESENTATIVE BEFORE SHOP WORK IS PERMITTED TO COMMENCE. ALL DEVIATIONS FROM l / / / / / / e akar THE ENGINEERING DRAWINGS SHALL BE CIRCLED AND NOTED ON THE SHOP DRAWINGS. „ t/asphalt 9. CONTRACTOR SHALL OBTAIN NECESSARY PERMITS FOR CONSTRUCTION AND ° a b` r /s' / sign, in coperate/ ABIDE BY REGULATIONS FOR INSPECTION. I / �� / / 3 ,sign posts? concrete/ CODES AND STANDARDS: �/' /' / f / / / s�w / F�t� p / / / / // / / r/ _a3 ��°a o 12 1. ALL WORK SHALL BE IN ACCORDANCE WITH OSHA STANDARD AND THE LOCAL ORV ` REGIONAL BUILDING CODES, SPECIFICALLY THE REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, LATEST EDITION. / / j/ / / / / l o 0 2. ALL CONCRETE WORK SHALL BE IN CONFORMANCE WITH RECOMMENDATIONS OF THE /' / / / / / / r / / % r / 'r' I z w AMERICAN CONCRETE INSTITUTE (ACI). // / ca c t j i a ' / l ¢ If / \ w 3. LOADING- / t /' ! / L / -�, a / / I h wI J� = V FOUNDATION BEARING -4000psf t / / ;,` Al -z, / GROUNDSNOW APPLICABLE `` _n\ / / / / �°/o o z WIND SPEED -AS PER RIDE MANUFACTURER ' `� / ° 4" a u_ u_ OPERATING STATIC ` % / / a s a w w > RIDE CENTER POINT / < / ;{' �J N > Lu (25 mph wind) (70 mph wind) N = 4990.3 dome on concrete- _Of DESIGN LOADS :MOMENT 45,900 ft. Ibs. / 90,000flIbs. / e= soa.o' / / - / 'i ` E = 5100.2.r a w - ----�° CENTERED ON aa/ SHEAR 15,000 Ibs. 7,000 Ibs. VERT. LOAD 13,500 Ibs. 10,780 Ibs. Lii asphalt TORQUE CONC. ELEV. = 508.25,CONCRETE NOTE: ALL RIDE REQUIREMENTS SHALL BE VERIFIED WITH-LARSON INTERNATIONAL, INC. ( mn o o / , Ge. U 1 , 1 Lu MATERIALS: / a a t \ 2 48 . / ° I / 1. ALL BUILDING MATERIALS SHALL BE NEW PRODUCTS, HOWEVER OWNER AND ENGINEER/ / ° p It j ,j�� q' WILL CONSIDER RECYCLED MATERIALS. PROPER SHOP DRAWINGS! SUBMITTAL REQUEST as ha / 8 \Nk-,c I ,/ •;'r�xf � ���-:3 � � I � / r` ` °�• t / // � j MUST BE MADE AND ACCEPTED PRIOR TO ORDER AND INCORPORATION INTO WORK. ;p4 /' REJECTION OF SUBMITTAL IS NOT CAUSE FOR ADDITIONAL COMPENSATION. t /I / v §, T 4 / x - 56 / 0 / ---_,--- _-_- ., / „:.k. .<Y..' -•:. . _. / /. `a -EARTHWORK. .. .;:: °... x „<,....• ,.• .-. ; REMOVE ALL ORGANIC SOILS WITHIN THE AREA OF THE PROPOSED BUILDING R - , .; / _. STRUCTURES. MAINTAIN DRY EXCAVATION. . , __.. _ a, r .,_ GAMIC NATIVE / l / � ...._....::.._ F �. / . a. �. ,.. � ,. ;.. 2. EXCAVATE TO THE REQUIRED BEARING ELEVATION AND CONFIRM NON OR DESIGN BEARING DEPTH OCCURS WITHIN ORGANIC / �� ` concrete cum SOIL. EXCAVATE ADDITIONAL DEPTH IF G" S 0< 4°N SOIL. COMPACT ULTIMATE BEARING GRADE, AND ALL MATERIAL USED TO FILL ADDITIONAL / / / F Q „ / a ` / • oil *u vi " a DEPTH EXCAVATION. FURNISH AND INSTALL STRUCTURAL BASE AS SHOWN. S t 3. SATISFACTORY COMMON BACKFILL MATERIALS CONSIST OF SOIL OR CRUSHED STONE r y << qO�CqRF`'4p-r r' a " ' l• i \ b ALL EXISTING RETAINING WALLS, CONC. CURBING,CONCRETEFREE OF CLAY; DEBRIS, WASTE, WOOD, VEGETABLE MATTER AND OTHER DELETERIOUS < I 1 a° /.. - .0 Q a ; �a ori < ,r-;"-..�•': ' N ' PAVEMENT SURFACES TO REMAIN, WITH SAW -CUTTING SUBSTANCES, SOIL MATERIAL SHALL MEET THE UNIFIED SOIL CLASSIFICATION g / S RF CE TO REMAIN - / �' �•, S /h stn O DESIGNATION OF GW GP GM SW SP AND/OR SM. / % 4. OF EXISTING CONCRETE FOR NEW CONSTRUCTION. D l s i a / v; ALL DEMOLITION AND EQUIPMENT ACCESS ROUTE, SHALL BE APPROVED BY PARK 4. BACKFILL SHALL NOT BE PLACED IN SATURATED OR FROZEN CONDITIONS. OfSQ. SAW -CUT EXISTING - s \ c e / / a C NCRETE PAD, USE ALL / n ' i r / �j2z / o RECAUTION NOT TO / J a = . 'i, \ CONCRETE: DAMAGE EXISTING nc 1. ALL REINFORCING STEEL SHALL BE GRADE 60 DEFORMED BARS. vl ( // SURFACE!, ESPECIALLY 2. CONCRETE DESIGN STRENGTH SHALL BE A MINIMUM OF 4,000 PSI. CONCRETE SHALL BE \ FROM H�AVY LOADING- AM OADING D AIR CONTENT OF / 7 - / -/ / concrete u O H - } Jz Uz M 00 IJ UN W m Z rn H Z (D w0 Z WYE 4 J a z x v 00 (7 _j Q } CIL LL 2 JZ �F co ZZZcrn D w U F- F- 5 OF W vi0 N ��y3ro DN _J0 11.) o gi-OLU GGE W Z v O x J U 0 - ¢ LU W MWG r: w of t Iii tJj W Z Q Q ,sign posts? concrete/ CODES AND STANDARDS: �/' /' / f / / / s�w / F�t� p / / / / // / / r/ _a3 ��°a o 12 1. ALL WORK SHALL BE IN ACCORDANCE WITH OSHA STANDARD AND THE LOCAL ORV ` REGIONAL BUILDING CODES, SPECIFICALLY THE REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, LATEST EDITION. / / j/ / / / / l o 0 2. ALL CONCRETE WORK SHALL BE IN CONFORMANCE WITH RECOMMENDATIONS OF THE /' / / / / / / r / / % r / 'r' I z w AMERICAN CONCRETE INSTITUTE (ACI). // / ca c t j i a ' / l ¢ If / \ w 3. LOADING- / t /' ! / L / -�, a / / I h wI J� = V FOUNDATION BEARING -4000psf t / / ;,` Al -z, / GROUNDSNOW APPLICABLE `` _n\ / / / / �°/o o z WIND SPEED -AS PER RIDE MANUFACTURER ' `� / ° 4" a u_ u_ OPERATING STATIC ` % / / a s a w w > RIDE CENTER POINT / < / ;{' �J N > Lu (25 mph wind) (70 mph wind) N = 4990.3 dome on concrete- _Of DESIGN LOADS :MOMENT 45,900 ft. Ibs. / 90,000flIbs. / e= soa.o' / / - / 'i ` E = 5100.2.r a w - ----�° CENTERED ON aa/ SHEAR 15,000 Ibs. 7,000 Ibs. VERT. LOAD 13,500 Ibs. 10,780 Ibs. Lii asphalt TORQUE CONC. ELEV. = 508.25,CONCRETE NOTE: ALL RIDE REQUIREMENTS SHALL BE VERIFIED WITH-LARSON INTERNATIONAL, INC. ( mn o o / , Ge. U 1 , 1 Lu MATERIALS: / a a t \ 2 48 . / ° I / 1. ALL BUILDING MATERIALS SHALL BE NEW PRODUCTS, HOWEVER OWNER AND ENGINEER/ / ° p It j ,j�� q' WILL CONSIDER RECYCLED MATERIALS. PROPER SHOP DRAWINGS! SUBMITTAL REQUEST as ha / 8 \Nk-,c I ,/ •;'r�xf � ���-:3 � � I � / r` ` °�• t / // � j MUST BE MADE AND ACCEPTED PRIOR TO ORDER AND INCORPORATION INTO WORK. ;p4 /' REJECTION OF SUBMITTAL IS NOT CAUSE FOR ADDITIONAL COMPENSATION. t /I / v §, T 4 / x - 56 / 0 / ---_,--- _-_- ., / „:.k. .<Y..' -•:. . _. / /. `a -EARTHWORK. .. .;:: °... x „<,....• ,.• .-. ; REMOVE ALL ORGANIC SOILS WITHIN THE AREA OF THE PROPOSED BUILDING R - , .; / _. STRUCTURES. MAINTAIN DRY EXCAVATION. . , __.. _ a, r .,_ GAMIC NATIVE / l / � ...._....::.._ F �. / . a. �. ,.. � ,. ;.. 2. EXCAVATE TO THE REQUIRED BEARING ELEVATION AND CONFIRM NON OR DESIGN BEARING DEPTH OCCURS WITHIN ORGANIC / �� ` concrete cum SOIL. EXCAVATE ADDITIONAL DEPTH IF G" S 0< 4°N SOIL. COMPACT ULTIMATE BEARING GRADE, AND ALL MATERIAL USED TO FILL ADDITIONAL / / / F Q „ / a ` / • oil *u vi " a DEPTH EXCAVATION. FURNISH AND INSTALL STRUCTURAL BASE AS SHOWN. S t 3. SATISFACTORY COMMON BACKFILL MATERIALS CONSIST OF SOIL OR CRUSHED STONE r y << qO�CqRF`'4p-r r' a " ' l• i \ b ALL EXISTING RETAINING WALLS, CONC. CURBING,CONCRETEFREE OF CLAY; DEBRIS, WASTE, WOOD, VEGETABLE MATTER AND OTHER DELETERIOUS < I 1 a° /.. - .0 Q a ; �a ori < ,r-;"-..�•': ' N ' PAVEMENT SURFACES TO REMAIN, WITH SAW -CUTTING SUBSTANCES, SOIL MATERIAL SHALL MEET THE UNIFIED SOIL CLASSIFICATION g / S RF CE TO REMAIN - / �' �•, S /h stn O DESIGNATION OF GW GP GM SW SP AND/OR SM. / % 4. OF EXISTING CONCRETE FOR NEW CONSTRUCTION. D l s i a / v; ALL DEMOLITION AND EQUIPMENT ACCESS ROUTE, SHALL BE APPROVED BY PARK 4. BACKFILL SHALL NOT BE PLACED IN SATURATED OR FROZEN CONDITIONS. OfSQ. SAW -CUT EXISTING - s \ c e / / a C NCRETE PAD, USE ALL / n ' i r / �j2z / o RECAUTION NOT TO / J a = . 'i, \ CONCRETE: DAMAGE EXISTING nc 1. ALL REINFORCING STEEL SHALL BE GRADE 60 DEFORMED BARS. vl ( // SURFACE!, ESPECIALLY 2. CONCRETE DESIGN STRENGTH SHALL BE A MINIMUM OF 4,000 PSI. CONCRETE SHALL BE \ FROM H�AVY LOADING- AM OADING D AIR CONTENT OF / 7 - / -/ / concrete u O H - } Q za I z U) - - - -- OaQz.- 't asphcit J U } z T g, �z >v U LL 4 J a z x v W } o j Q z oftnui ct� LLN0F--a Z O o to WW Z GGE PROJ #: Z ^ = x Z KIP gi-OLU GGE O W W Z Y 2-2027 x 1. WzU))2 CHECKED BY: - ¢ LU W MWG r: n Iii tJj W Z Q Q air z z w U DESIGNED WITH A MAXIMUM WATER/CEMENT RATIO OF U. ENTRAINE / / / / 4% TO 7%, AND MINIMUM 3/4 INCH AGGREGATE: / / / / asp halt ' I , / s / J f i / , / / cdndreQ� NOTES: THE DENOTED DIAMETERS FOR RIDE, / 0 `ry / , / / 60 r " LANDING PAD, ANO FENCING ARE AS REQUIRED BY 3. ALL CONCRETE SHALL BE PLACED WITH A SLUMP RANGE OF 2 INCHES TO 41NCHES. ANY cc crate cum �,%„ „ . LARSON INTERNATIONAL kt _ CONCRETE SHALL BE REJECTED AT THE COST OF THE o` - - / i / / _ / d __ - - ti .- - j ,: ; 1 OUT OF SPECIFICATIONbridge e° / r / -- sv ^ s,. i ,e...,,, CONTRACTOR. WATER MAY BE ADDED TO THE FRESH CONCRETE ONLY (1) ONE TIME WHILE / " RIDE POWER REQUIREMENTS, VERIFY ALL - ,_ ON SITE AND ONLY AT THE BEGINNING OF DISCHARGE OF THE CONCRETE. ELECTRICAL REQUREMENTS WITH THE LATEST RIDE _ MANUFACTURES DRAWINGS:"may �. = 2' ELEC. CONDUI 33KVA ELECTRICAL LOADS, NEW ALL EXPOSED CONCRETE SURFACES. / - b ,>, / ., � 3 k I E , I . 4. PROVIDE A LIGHT GROOMED FINISH TOA � t _ � / /� , q ., :� +' ,� "< ,-,40A-3P CIRCUIT B EAKER,' IN EXISTING 480V POWER F i "q -r w� PANELBOARDx'6AWG+#10G '"�IN 2" GRS CONDUIT. Ben Jerry's e 5. BEFORE STARTING RIDE ERECTION, CONFIRM CONCRETE ACHIEVES 50% DESIGN Y �da�° / ' .. s-# Lit' ' ; :_: a a.wlii4�v ''".S„t*'r.E• : .: COMPRESSIVE STRENGTH. DO NOT OPERATE RIDE UNTIL CONCRETE MEETS DESIGN u ') �{ / :.1/2' AND 3l4' ELEC; CONDUIT,AS REQUIRED FOR W STRENGTH. ' ` CONNECTION TO OPERATO _ soda stand °orb\ �% .,(v.. / RS STATION. ` ( 'Y4Wspeaker INSPECTIONS AND TESTING: can ate / O 1. BEARING GRADE SHALL BE INSPECTED FOR CONDITIONS AND REPORTED TO ENGINEER. / •I ` . war gun gameg . L _ 7t.n./ } ten ..,.' 1 1 2. BEARING GRADE SHALL BE TESTED FOR DENSITY, 95 MPD 3. REBAR TO BE INSPECTED. o a h ,h°� Nl g A SITE PLAN . CONCRETE SHALL BE INSPECTED AND TESTED FOR SLUMP, PERCENT OF ENTRAINED AIR, SCALE 1 =10' t,^." r 4 AND COMPRESSIVE STRENGTH. 5. BACKFILL SHALL BE TESTED FOR DENSITY, 95 MPD on«ate sum asphalt 7 LIJ i I 4+ Xt . 't asphcit J U LL sa W � X ct� yk Z _ GGE PROJ #: t ' KIP �3 r GGE 1t i;-, °4 2-2027 r' 1. LL. CHECKED BY: 7 LIJ ID Z LL. J U LL sa W O ct� ' Z _ GGE PROJ #: !^ v 12-2027 Z GGE l• 2-2027 r' DRAWN BY. EMP LL. CHECKED BY: r MWG r: n air " je -+ • ,, ";d c h� .w t at H 7 LIJ ID Z LL. J U LL W O ct� ' Z 1 GGE PROJ #: !^ v 12-2027 Z GGE l• 2-2027 •�fl �L DRAWN BY. EMP LL. CHECKED BY: r MWG 7 LIJ ID LL. O �O Z VJ !^ v J Z W H LL. U) r P SILICONE SEALANT (2 -PART POLYSULFIDE NON -SAG) ADJACENT SLAB, WALL, OR COLUMN. CONDITIONS BACKER ROD MAY VARY ON GRADE FLOOR SLAB: TYP., 4- SLAB W/FIBERMESH OR WWF NOTES 1/2" JOINT FILLER (ASPHALT -REBAR DISCONTINUED @ JOINT SATURATED RIGID FIBER BOARD) -NO DOWELS OR KEY FLOOR SLAB/ISOLATION � JOINT (IJ) DETAIL I NOT TO SCALE NON -SAG ELASTOMERIC SEALANT, APPLY AFTER THIRTY (30) DAYS ON -GRADE SLAB <7 3/16" TEMPLATE \ \ THICKNESS \ I \ 48"0 36"0\ / \ 01 12 / \ \ HOLES, EQUALLY SPACED AT 42"0\ I l \ 36" 1 2 Sp 8 80. .0* J EDGE OF CONC. POSITION OF 4 FOUNDATION I RIDE CENTER POINT LEVELING NUTS EXISTING CONCRETE ELEV. 508.13 (TYP) IN = 4990.3 0 ON TEMPLATE ELEV. 508.0± (TYP) E = 5100.2 SLAB THK. (D) SAWCUT DEPTH (S) V z 4" NOTES 5. 1 1/4" -MECHANICALLY CUT JOINT IN NEW SLAB WITHIN 12 HOURS OF PLACEMENT 6" 1 1/2" -LOCATE JOINTS @ 12'-0" C. -C. (MAX) 81, 13/4" OR AS OTHERWISE SHOWN FLOOR SLAB/CONTROL JOINT (CJ_ DETAIL �Fl NO TO SCALE <7 3/16" TEMPLATE \ \ THICKNESS \ I \ 48"0 36"0\ / \ 01 12 / \ \ HOLES, EQUALLY SPACED AT 42"0\ I l \ 36" 1 2 Sp 8 80. .0* J EDGE OF CONC. POSITION OF 4 FOUNDATION I RIDE CENTER POINT LEVELING NUTS EXISTING CONCRETE ELEV. 508.13 (TYP) IN = 4990.3 0 ON TEMPLATE ELEV. 508.0± (TYP) E = 5100.2 W ujEDGE OF CONC. FOUNDATION 0 COLUMN A TOP OF CONC ELEV. 508T,(ryp) zn 7: Lu fL DRIVE UNI ELEV. 508.25 Lu - A�' z 4" CONCRETE REPLACEMENT SLAB: Lu < S OF FIBERMESH VWITH 3.0 U) Lu F 2" FINAL GROUT w ui co (9 _"' 650 PER C1. OF CONCRETE, 4 z WITH L[GHT BROOM FINISH I.J. (TYP.) '�(ORAPPI '*myiA - � LVED EQUAL) EXISTING CONC. co� w CONCRETE T </ C')'REMAIN' TO REMAIN ELEV..,5,08 0+ (TYP) ELEV. 508.0t (TY -.0% , �'2.0% 2P)\�_wU) \x X X� X �N A 12" 77' ALu l I 43 PF DO "STANDEES" WITHIN FOUNDATION I ) -11 PLUS z z 'y 1; BLOCK S DETAILED BY REINFORCEMENT SUPPLIER > 40" </4'. 0" P oi — , �11.41 _j SUBGRADE ELEV. 502.50 0 Sa LL LL LL 0 uj 1.25"0 x 42" ASTM F1 554 GRADE 36 _fff 0 SPACED 66 THREADED ANCHOR ROD WITH HEAD IL TACK WELDED NUT, ELECTRO GALVANIZED i"LATES SPACED EQUALLY AS REQ'D. 0 L 4'0"0 I I : "i � -- I - ':N'� ' , A ., 7 i -- j 44 v TEMPLATE GGE PROJ #: DWG: 12-2027 ROD, WASHERS, AND NUTS 18 OF LECT STRUCTURAL BACKFILL (95% MPD) GGE FILE- T/ 17 777/ 1 ­7� FOUNDATION ELEVATION FlyingScooter-Fl NOTES SCALE: 1/4" = T-0" DRAWN BY: I TED N _AT�YE,SUBGRADETO 95%MPDAT2%± OPTIMUM CONTRACTOR SI- ALL VERIFY WITH THE PARKS PROJECT ;qqmf� cl�' EMP MOISTURE NOTIFY, GG E OF COMPACTION RESULTS IN WRITING, DETAIL: LEVELING NUTS BY TESTI LAB, PRIOR TO PLACING MUD MAT CHECKED BY: MANAGER THE CHORAGE INTERFACE WITH RIDE DRAWINGS MWG SCALE: 1-1/2" = T -O" V z z 0 y W M z 0 z < L Of LLI Lu IL 0 af 0 x 0 0 0 LL U) > Li wc, D w It cn L . ii Ld F- 0 >: Z z 0 �2 0 Z 0 P a < z < z i2 0 qR z c� u, 4* ooiwz LD �- z z o4 Q :Soc)w L)z i ' > Z < < Ld U W ujEDGE OF CONC. FOUNDATION 0 COLUMN A TOP OF CONC ELEV. 508T,(ryp) zn 7: Lu fL DRIVE UNI ELEV. 508.25 Lu - A�' z 4" CONCRETE REPLACEMENT SLAB: Lu < S OF FIBERMESH VWITH 3.0 U) Lu F 2" FINAL GROUT w ui co (9 _"' 650 PER C1. OF CONCRETE, 4 z WITH L[GHT BROOM FINISH I.J. (TYP.) '�(ORAPPI '*myiA - � LVED EQUAL) EXISTING CONC. co� w CONCRETE T </ C')'REMAIN' TO REMAIN ELEV..,5,08 0+ (TYP) ELEV. 508.0t (TY -.0% , �'2.0% 2P)\�_wU) \x X X� X �N A 12" 77' ALu l I 43 PF DO "STANDEES" WITHIN FOUNDATION I ) -11 PLUS z z 'y 1; BLOCK S DETAILED BY REINFORCEMENT SUPPLIER > 40" </4'. 0" P oi — , �11.41 _j SUBGRADE ELEV. 502.50 0 Sa LL LL LL 0 uj 1.25"0 x 42" ASTM F1 554 GRADE 36 _fff 0 SPACED 66 THREADED ANCHOR ROD WITH HEAD IL TACK WELDED NUT, ELECTRO GALVANIZED i"LATES SPACED EQUALLY AS REQ'D. 0 L 4'0"0 I I : "i � -- I - ':N'� ' , A ., 7 i -- j 44 v TEMPLATE GGE PROJ #: DWG: 12-2027 ROD, WASHERS, AND NUTS 18 OF LECT STRUCTURAL BACKFILL (95% MPD) GGE FILE- T/ 17 777/ 1 ­7� FOUNDATION ELEVATION FlyingScooter-Fl NOTES SCALE: 1/4" = T-0" DRAWN BY: I TED N _AT�YE,SUBGRADETO 95%MPDAT2%± OPTIMUM CONTRACTOR SI- ALL VERIFY WITH THE PARKS PROJECT ;qqmf� cl�' EMP MOISTURE NOTIFY, GG E OF COMPACTION RESULTS IN WRITING, DETAIL: LEVELING NUTS BY TESTI LAB, PRIOR TO PLACING MUD MAT CHECKED BY: MANAGER THE CHORAGE INTERFACE WITH RIDE DRAWINGS MWG SCALE: 1-1/2" = T -O" y M