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CC-000096-2017 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building& Codes (518)761-8256 CERTIFICATE OF COMPLIANCE Permit Number: CC-000096-2017 Date Issued: Wednesday, September 20, 2017 This is to certify that work requested to be done as shown by Permit Number CC-000096-2017 has been completed. Tax Map Number: 288.20-1-20 Location: 1172 State Rte 9 Owner: GREAT ESCAPE THEME PARK LP Applicant: GREAT ESCAPE THEME PARK LP This structure may be occupied as a: Commercial Alterations 4000 s.f. Bonzai Pipelines(waterslide) By Order of Town Board Cross Ref.P-SP-5-2017 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. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: CC-000096-2017 Tax Map No: 288.20-1-20 Permission is hereby granted to: GREAT ESCAPE THEME PARK LLC For property located at: 1172 State Rte 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 Tyne of Construction Owner Name: GREAT ESCAPE THEME PARK LLC Amusement Ride $700,000.00 Owner Address: 1172 State Route 9 Total Value $700,000.00 Queensbuy,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency GREAT ESCAPE THEME PARK LLC 1172 State Route 9 Queensbuy,NY 12804 Plans&Specifications Commercial Alterations 4000 s.f. Bonzai Pipelines(waterslide) Cross Ref.P-SP-5-2017 $400.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,March 29,2018 (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 ofyVeze 9,2017 SIGNED BY: r the Town ofQueensbury. Director of Building&Code Enforcement PRINCIPAL STR CTURE APPLICATION Office Use Only Date: Q`l Permit No. �-'OS b • Z©1� Tax Map ID 'Z Permit Fee �y0a 1'� Zone J Historic? XYes No R� Subdivision Name Lot# Site Plan# P-:S P S• i 7 Project Location Fife & �C e' Subdivision# TOWN BD.RESOLUTION 86-2013: $850 recreation fee for new dwelling units—single family,duplexes/two-family,multiple family, apartments,condominiums,townhouses,and/or manufactured&modular homes,but not mobile homes. This is in addition to the permit fee(s). Primary Owner(s) , —1R M Addressmst C)(Yanlrfn lo t i CX S 7SO50 Phone/Email C­P (5 , ) �U - 3500 Y, 3320 NOMPd�VO si-W-Com Applicant r ea� W UD Address hi L SAW �60rt G V w Nq i ZS oq Phone/Email Sib) IGq 2- 3500 ,, 3a20 Contractor 5�1 Address Phone/Email Contact Person for Building & Codes Compliance: �`` \J�;Y l��l,C Phone b(Q -1 0 TYPE OF CONSTRUCTION ,/Check all that apply New Addition Alteration I"floor sf 2"floor sf Total sf Height Single Family Two-Family tir Multi-Family NA R 14 2017 (#of units_) Townhouse Business Office Retail -Mercantile Factory-Industrial Attached Garage (1, 2, 3, 4+) Other Town of Queensbury Building&Codes Principal Structure Application revised January 2016 If commercial or industrial please indicate name of business tff% Qt PSWIDe, fi S OVK Proposed use of building or addition rS I I C1e Source of Heat(circle one) N Gas Oil Propane Solar Other Fireplace: Complete a separate application for Fuel Burning Appliances & Chimneys N I ot Are there structures not shown on plot plan? S Are there easements on the property? Site Information: a. Dimensions or acreage of lot (P4 b. Is this a corner lot? _ Yes No c. Will the grade be changed as a result of construction _ Yes No d. Public water or Private well (circle one) Publi Private e. Sewer or Private Septic System(circle one) Sewer Private Value of all work to be performed (labor or materials) $ 10o,c`(`)("),no DECLARATION.- 1. I acknowledge no construction shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period. 2. If work is not complete by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 3. 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 NYS Building Codes,local building laws and ordinances,and in conformance with local zoning regulations 4. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. 5. 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: PRINT NAME: y G� r���/�� DATE: � / SIGNATURE: DATE: � 0 1 For office use on Operating Permit Issued: Yes No Occupancy Type Construction Classification Assembly Occupancy Limit Special Conditions Town of Queensbury Building&Codes Principal Structure Application Revised January 2016 288.20-1-20 CC-000096-2017 Great Escape Theme Park evergreen 1172 State Route 9 Comm. Alt. (Bonzai Pipeline) 4000 s.f. SHORT FORM QUOTE DATE: March 13, 2017 11 MAR 14 2017 NAME AND ADDRESS: Mr. Ray Schroeder Maintenance Business Analyst P.O. Box 511 `, Lake George, NY 12845 EMAIL:.rschroeder(@sftp.com Office: 518-792-3500 X 3320 Cell: 518-364-7601 REFERENCE: Six Flags Theme Park -The Great Escape & Splashwater Kingdom Construction materials testing and special inspections, various projects GENERAL SCOPE OF SERVICES: Provide Geotechnical Engineers and Certified Engineering Technicians to perform field materials testing and New York State Special Inspections for various projects within the park. We request a minimum 24 hours notice to schedule testing and inspection services and appreciate additional notification if possible. Testing is scheduled on a first come, first served basis and can be made through Becky Schunk at 518-266-0310. PRICE QUOTE: See attached Unit Fee Schedule Our services are proposed on a unit fee basis in accordance with the attached fee schedule and general conditions. Only those services actually provided will be invoiced. Invoicing is submitted monthly and is due in 30 days. See attached unit fee schedule and general conditions Should this quote prove acceptable, please sign and date this form and return to our office via fax, email or hard copy. Completed by: Authorized By: Representing: Joseph Robichaud Jr., P.E. Vice President Date: Evergreen Testing 594 5roa0wa/Watervliet.NY 12189 Voice 51$-2615.0310 Fax 518 266-9238 -- .......-_...........--------------------1 . -1 11 ._..---------------------1-.... ..............._.....,......_.- _ _ ...----._._.... -... PO Box 482 Orchard Park.NY 14127 Voice 71864.4-9474 Fax 718-64$-,35&'1 4 evergreen TUMNIQ&EN5EFOAM 2016 SERVICE DESCRIPTION UNIT RATE Jr.Engineering Technician ACI-Level I and Troxler Certified to perform in place soil density or field concrete $39.00/Hour tests, pick up and transport samples to our laboratory. (Minimum 2 Hours per site visit-portal to portal) Overtime in excess of 8 Hours per Day,Saturday&Sunday $57.00/Hour Sr. Engineering Technician ACI- Level 1/11 and Troxler Certified to perform earthwork, reinforcing steel, $52.00/Hour masonry observation and testing,asphalt pavement observation and testing,pile driving/drilling,fireproofing, $50.00/Probe caulking, install RH probes and moisture vapor emission test kits $50.00/Kit (Minimum 2 Hours per site visit-portal to portal) Overtime in excess of 8 Hours per Day,Saturday&Sunday $75.00/Hour Sr. Engineering Technician to perform Rebound Hammer or Windsor probe testing of concrete in place $75.00/Hour $25.00/Probe Certified Welding Inspector(AWS)for Visual, MP&UT Testing of Welds $85.00/Hour Overtime in excess of 8 Hours per Day,Saturday&Sunday $115.00/Hour Sr. Engineering Technician to perform Floor Flatness testing w/FACE gauge $75.00/Hour FACE Equipment&Program Cost $250.00/Day Electric Coring Equipment and Diamond Wear Charge(Asphalt or Concrete) $125.00/Day Calibrated Hydraulic Hollow Ram Jack(0-40 tons) $100.00/Day Geotechnician for drilled shaft observation $75.00/Hour Field Engineer/Geologist $85.00/Hour Sr. Geotechnical Engineer, P.E. $110.00/Hour Principal Engineer, P.E. $130.00/Hour Laboratory Services(Soils) A.Sieve Analysis ASTM D421/422 $35.00/Each B.Sieve Analysis w/Hydrometer ASTM D421/422 $85.00/Each C.Standard/Modified Proctor ASTM D 698/1557 $105.00/Each D.pH of Topsoil ASTM D4972 $12.00/Each E.Organic Matter Combustion Method ASTM F 1647 $50.00/Each Laboratory Services(Concrete/Masonry) A.Curing&Compression Testing of 6 x 12 cylinders.ASTM C39 $9.00/Each B.Compression Grout Samples ASTM C1019 $25.00/Each C.Compression Testing of Mortar samples .ASTM C109 $12.00/Each Transportation $0.50/mile Lod ing, Meals,Tolls,Photographs, Expendables Cost+ 10% Our General Conditions form a part of all proposals 594 Broadway Watervliet,NY 12189 Voice 518-266-0310 Fax 518-266-9238 PO Box 482 Orchard Park,NY 14127 Voice 716-649-9474 Fax 716-648-3521 9 Lo I CC- C -0" 10 1/8" 8" R 1/2"x 12"x21" W/ 6-3/4"0 HAS RODS (SS EXISTING PEDESTAL OR GALV). DRILL & EPDXY GROUT 8" INTO EXISTING PEDESTAL W/ HILTI HIT-HY 200. - - - - R-3/8"x12"X1'-0" � � I PLAN TS4x4x1/4 ARM AND BRACE W/ 1/4" CAP R (TYP.) SEAL WELD. BRACE AT 12/12 SLOPE. EXISTING PEDESTAL R-3/8"x12"X1'-0" N DD 00 TS4x4x1/4 ARM AND BRACE W/ 1/4" CAP R (TYP.) SEAL WELD. BRACE AT 12/12 SLOPE. R 1/2"x12"x21" W/ 8" 6-3/4"0 HAS RODS (SS OR GALV). DRILL & 1'-0" 1'-0" 10 1/8" EPDXY GROUT 8" INTO EXISTING PEDESTAL W/ HILTI HIT-HY 200. ELEVATION SCALE:3/4" = 1'-0" TITLE SDFA PROJECT The Core Group 1639 SIX FLAGS GREAT ESCAPE, QUEENSBURY, NY Slructurcl Enginesn NW REGIONAL AIRPORT, 102 LINDBERGH DR, ROANOKE, TEXAS 76262 DATE: 5/11/17 SHEET N0. TEL 817.854.0142 FAX: 817.491.4194 DRAWN BY: KC, SS c+K1 CHECKED BY: TIC �7 CC_ q(a - z�t� J TT Engineers, PLLC Civil&Environmental ' eeru Final Report of Special Inspections Date: May 25, 2017 Project: JE#01-054.57 Location: Route 9 Owner: Six Flags Great Escape Owner's Mailing Address: PO Box 511 Lake George,NY 12845 Owner's Physical Address: 1172 State Route 9 Queensbury,NY 12804 Structural Engineer(s)of Record: ProSlide Technology Inc. The Core Group 2650 Queensview Dr. Suite#150 102 Lindbergh Drive Ottawa, Ontario, Canada K213 81-16 Roanoke TX 76262 Ramaker&Associates, Inc. 855 Community Dr. Sauk City, WI 53583 To the best of our knowledge, based on periodic construction observation and available information,the Special Inspections required for the Great Escape `Alpine Freefalls' Water Slide Expansion - `Bonzai Pipelines' have been performed and all structural construction work has been completed substantially in accordance with the 2015 NYS Building Code (IBC) and with the prepared design plans: • Drawing Set Entitled: `Six Flags Great Escape' (sheets: 1-15 of 15) - Revision 1 dated 3/22/17 by ProSlide Technology Inc. and The Core Group. • Drawing Entitled: `SDFA' (sheet: 1 of 1)by the The Core Group. Dated 5/11/17 • Drawing Set Entitled: `Great Escape and Splashwater Kingdom Waterslide Expansion (sheets: 1-11 of 11)by Ramaker&Associates,Inc. Dated 4/19/17. OF NEW Y Respectfully Submitted, JARRETT FWh' eem, PLLC 2017.05.25 r 08:50:31 -04'00' y�F NO.oszo26 Robert U. Holmes II, P.E. U`R0 EssMo�'�� Project Manager Robert U. Holmes II P.E.#082026 12 East Washington Street 518-792-2907 Glens Falls,NY 12801 1 World Headquarters: PRODLiD 150- 2650Queensv iew Drive Ottawa ON K213 8H6 Canada TECHNOLOGY INC T:613.526.5522 25 May 2017 Six Flags Great Escape 1172 State Route 9 Queensbury,NY 12804 Attention: Eric Gilbert,Park President RE: RIDER VERIFIACTION TESTING COMPLIANCE FOR SIX FLAGS GREAT ESCAPE,QUEENSBURY,NEW YORK ProSlide successfully completed ride verification testing for the dual TWISTER slides for Six Flags Great Escape in Queensbury,NY on 23 May 2017. The dual TWISTER slides comply with all design expectations for ride performance. Sincerely. Ka4jlza David Karmel Project Manager ProSlide Technology Inc. ( 0 = dkarmel(joroslide.com 1 I (301)250-8251 MAY T0V%JN OF www.proslide.com FIRE MARSHAL'S OFFICE Town of Queensbury 742 Bay Road, Queensbury, NY 12804 " Hoare of Natural Beauty ... A Good Place to Live " PLAN REVIEW Great Escape B®nzai Pipeline 1172 Route 9 CO-000096 -2017 3/27/2017 The following comments are based ®n review ®f the submitted plan: 1) May need a Fire Extinguisher installed, t® be determined at inspection. Fire Marshal Michael J Palmer Fire Marshal 518 7618206 firemarshal@queensbury.net Fire Marshal 's Office • Phone: 518-761-8206 • Fat: 518-745-4437 firemarshal@queensbunl.net • wiviu.queensbury. et su✓ww<,­iu,J eu,,,..... u.etlW.iWw.Wa„ILeeiu,wu JY: Wid:uo.w,'',, ,YW. tWn,,I­.­­­­141.11 I'll"OJ tluu HJWW11YIUIYt YIJYI "' °M1tiWIWYIYY WWei y.'.r:.d+uL'WI144LYWWY'sJ4'e�`':,:e411uLL :. �.i. l�. '' - _ - r � - W E� I AERIAL SITEI �11 �_­ I _111�1_­__ ", ",- I � , . , , ' A ,'�,� ,"I"'.11, "v;'1'11�', ;.1`11' " - I , '' , ,�, - I ""f""! 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It is a violation of this law for any person, unless he is acting under the _C� -ILE COPY y direction of a licensed professional engineer or land surveyor, to alter o Rev'*i (." — — — an item in any way once sealed. � . -0 V) 7®WN OF G1UEN3URY _ BUILDIt�NG DEPARTMENT 1, -_l.�k � � W TO OBTAIN LOC 8aaed on our ' fy -; ; ...: ,p:, OUND examination,cornpllanca ATION OF PARTICIPANTS' UNDERGR o limited gxamin ,, �2EMRFR wi#h our common#s shall not be construed as r�; ` ".r r ,-,r �,1's4- <,, ,�° FACILITIES BEFORE YOU DIG IN NEW YORK indicating #ho plans ands cifiiou#ions r :i / �,", '>"� o p� earn {,- ' - f <l. s 1 , sITE LOCATION DIG SAFELY NEW YO K - NORTH OF OROUGHS fiuil compiianca with #h� I��aiidin� �� � ®� ,3',', i £a f w/ e--1 -I I ., _ .. — - Na�v 1®rit State. &Ill, } I `g;=£i{ 1 a �(� 11 O � 800 96 7962 , I 11: DIGNET - 6 C:�ROUGHS AND LONG ISLAND =,`ll,Q„`, A y #f, > ', '�. o -1 I., , ` , ,. ` s, �� , I <,., ...U EXCAVATE. ... __... .. ,RE VIRES MIN 11 WORKING DAYS NOTICE BEFORE Y0 •° , _, ,, ,, ., , ,®� .. .. _ ..�..,. _,..,.., ..., ...._,..., .,,. . .......... ..... .. .... m:...::�....,. ., _. - - - ....,.... .... .,,..,,..... ...,....,.. .,., .,,..... . . —. .. .,..,, ..,.,_ .....,.. _ . ,. - - - - . . - ..— _ . ... . . . . .,-.. .. — - - - . ., -,.».,. ® I E I I I /�y NORTH llli�lilitilitillg&NO, 11111001011-__ - - ,% a"^ <// _.... . . .. ... ....... .... .. „ - - ... ., ., . .. ... ,,. . .. .,,.. . . ....,...._ _ . - ., . .. ..,,..,,. . . ., - .,. .. ., .,,,., ....,...,.. .. - _ U £ :! ij >' O � AQO.0 1 TITLE SHEET PROJECT DATA: AQUATIC ENGINEER: < yr,.: , "', w j", ��� �20� -� r' . � Michael L. Pinske: ate: ® AQO.O2 GENERAL NOTES NAME: RAMAKER ASSOCIATES, INC. - .. .. . . . . . .... .. . . . . .. .. . . " AQO.O3 PROPOSED SITE PLAN THE GREAT ESCAPE & SPLASHWATER KINGDOM v _. __ ; ; 855 COMMUNITY DRIVE ro � SITE LOCATION ADDRESS: 89 SIX FLAGS DRIVE SAUK CITY WI 53583 ..1 WARREN COUNTY AQ 1 .00 EXISTING & PROPOSED SLIDE RUN OUT ;PLAN PH.. (608) 643-4100 €n QUEENSBURY, NEW YORK 12804 a) AQ 1 .01 EXISTING & PROPOSED SITE PIPING PLAN CONTACT: DARYL MATzxE, P.E. AQ 1 ,02 EXISTING & PROPOSED SURGE TANK & PIPING PLAN COUNTY: WARREN EMAIL: DMATZKE@RAMAKER.coM o +-) od MARK DATE : DESCRIPTION Q A 1 .03 SURGE TANK PLAN AND SECTION VIEWS OWNER'S CONTACT: PHASE SUBMITTAL ISSUED 04/19/2017 Q STATE 14 AQ 1 .04 SLIDE SUMP PIT PLAN AND SECTION VIEWS �PRo1E�T TITLE: � 10 --�`{ A 1 .O5 PIPING SCHEMATIC AND EQUIPMENT LIST THE GREAT ESCAPE & SPLASHWATER KINGDOM SLIDE VENDOR. "4 Q1 . _` CAPE ANY"REAT E'Gy"' `" 0 1 172 STATE ROUTE 9 PROSLIDE TECHNOLOGY0 1 , INC... S KING"'M o-0 � AQ20.00 STANDARD POOL DETAILS QUEENSBURY, NEW YORK 12804 150 - 2650 QUEENSVIEW DRIVE _ a -�� ' PH.: (518) 792-3500 EXT,3320 OTTAWA, ONTARIO, CANADA K2B 8H6 WATERSHIDEEXPANSION 0 �'— ) CELL: (518) 364-7601 PH.: (613) 526-5522 EXT.486 PROJECT OWNER: �, U �`' CONTACT: RAY SCHROEDER CONTACT: PHILIPPE MATTE SIX FLAGS ENTERTAINMENT 00 PROJECT LOCATION: QUEENSBURY, NY CD �, EMAIL: RSCHROEDER@SFTP.COM EMAIL: PMATTE@PROSLIDE.COM o N . O M „,� SHEET TITLE: �' CIVIL ENGINEER: TITLE = - ARRETT ENGINEERS, PLLC o J . .. . .... Cn _. c� 12 EAST WASHINGTON STREET [j) I n _—_f� c., CAL,E: NONE GLENS FALLS, o . , � NEWYORK RK 12801 -`� y1 U - �1 �, PH.: (518) 792-2907 288.20-1-20 CC 96-2017 Ai -? 1 0 �_ cI �' Q) . FAX: (518) 798-1864 Bonzai Pipelines Prints for TOV)J Ofi n.,� — Q) 0�7iVIMUhII7"Y C7Lgj � PRO ECT o VVA Mechanicals - Amusement Ride ML_,.\IT NUIv>1BER 3 4 2 1 5 � 1172 State Route 9 (Great Escape) __.ad.._ SHEET . . ____ .- i - _ NUMBER H (D a Cn w y =� GENERAL: CONCRETE: LIFEGUARD STAFFING: v v 1 . REFER TO RAMAKER ASSOCIATES POOL CONSTRUCTION DRAWINGS AND TO APPROVED SHOP DRAWINGS FOR 1 . ALL CONCRETE SHALL CONFORM TO THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI THE DEVELOPMENT AND IMPLEMENTATION OF A LIFEGUARD STAFFING PLAN IS THE RESPONSIBILITY OF THE OWNER. Cn PUMP, PIPING, CONCRETE AND REINFORCING REQUIREMENTS. 3 18), THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS (ACI 30 1) AND LOCAL BUILDING IT 15 RECOMMENDED THAT THE OWNER REVIEW THE LIFEGUARD STAFFING REQUIREMENTS WITH A CONSULTANT CODES. ALL CONCRETE WORK SHALL BE AS SPECIFIED AND RECOMMENDED BY ACI FIELD REFERENCE MANUAL SPECIALIZING IN POOL SAFETY OR THE AMERICAN RED CROSS. OWNER 15 RESPONSIBLE FOR OBTAINING APPROVAL 855 COi'Yll'7 unity Drive, Sauk City,W1 53583 � 2. ALL DIMENSIONS OTHER THAN PURELY STRUCTURAL DIMENSIONS SHOWN ON THE STRUCTURAL DRAWINGS SP-1 5. SPECIAL COLD WEATHER (ACI 30G) OR HOT WEATHER (ACI 305) CONCRETING PRACTICES SHALL BE OF THE LIFEGUARD STAFFING PLAN FROM THE STATE OF NEW YORK DEPARTMENT OF HEALTH AND/ OR COMMERCE. c""v SHALL BE FIELD COORDINATED BY THE CONTRACTOR WITH RAMAKER * ASSOCIATES. ANY INCON515TENCIE5 SHALL UTILIZED WHENEVER APPROPRIATE. ALL 5HOTC.RETE SHALL ALSO CONFORM TO THE REQUIREMENTS OF ACI PhOrie;608-643-41 OCA Fax:608-643-7999 CIO C) BE REPORTED TO RAMAKER * A55CCIATE5 BEFORE PROCEEDING WITH THE WORK. 50GK-05 GUIDE TO 5HOTCKETE. x www.Ramaker.com � 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD. NOTIFY RAMAKER 2. SHOTCKETE SHALL HAVE A MAXIMUM 3/8" STONE AGGREGATE AND CAST IN PLACE CONCRETE SHALL HAVE A a� A550CIATE5 IMMEDIATELY, IN WRITING, OF ANY FIELD CONDITION UNCOVERED DURING CONSTRUCTION THAT IS MAXIMUM I " STONE AGGREGATE. EACH SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 NOT CONSISTENT WITH THE PLANS. DAYS. PROVIDE 5% +/- I % AIR-ENTRAINMENT FOR ALL EXTERIOR CONCRETE. 51GNAGE REQUIRED FOR POOLS: 7� 4. THE CONTRACTOR SHALL REVIEW AND APPROVE ALL SHOP DRAWING SUBMITTALS OF 5U13CONTRACTORS AND 3. ALL REINFORCING BARS SHALL BE DEFORMED BARS CONFORMING TO REQUIREMENTS OF ASTM SPECIFICATION UNLESS SIGNAGE IS PROVIDED BY THE OWNER, THE POOL CONTRACTOR IS TO PROVIDE POOL AND/OR SPAR SUPPLIERS PRIOR TO SUBMITTAL TO RAMAKER ASSOCIATES FOR REVIEW AND APPROVAL. SHOP DRAWINGS NOT AG 1 5, GRADE GO UNLE55 OTHERWISE NOTED. 51GNAGE MEETING THE REQUIREMENTS OF THE STATE OF NEW YORK DEPARTMENT OF HEALTH SERVICES AND THE - - `: +' BEARING THE CONTRACTOR'S APPROVAL STAMP WILL NOT BE REVIEWED AND WILL BE RETURNED NOT APPROVED. REQUIREMENTS OF THE SLIDE MANUFACTURER. THE OPERATOR SHALL ENSURE THE POOL USE RULES GOVERNING o SHOP DRAWING SUBMITTAL IS REQUIRED FOR, BUT NOT LIMITED TO, REINFORCING STEEL LAYOUT AND 4. REINFORCING SHALL BE SECURELY TIED IN ITS PROPER PLACE BEFORE AND DURING POURING OPEKATION5 5AFETY AND SANITATION ARE POSTED AND ENFORCE THESE RULES. THE POOL/5PA RULES AND REGULATION - 5TKUCTURAL STEEL FOR SLIDES AND POOL BASIN, POOL RECIRCULATION EQUIPMENT AND POOL DECK EQUIPMENT. USING APPROVED CHAIRS AND SPACERS AS REQUIRED. SIGNAGE SHOULD BE EASILY READABLE AND POSTED IN A CONSPICUOUS PLACE IN THE POOL/5PA AREAS AND t� KE5TROOM5. LETTERING MUST BE CLEAR, LEGIBLE, AND AT LEAST ONE INCH HIGH UNLESS OTHERWISE NOTED, a� 5. UNLESS OTHERWISE NOTED, DETAILS SHOWN ON ANY DRAWING ARE TO BE CONSIDERED TYPICAL FOR ALL 5. THE CONCRETE- CONTRACTOR SHALL INSTALL OR GIVE OTHER TRADES AMPLE OPPORTUNITY TO INSTALL ALL " U ® SIMILAR CONDITIONS. ANCHORS, BOLTS, PLATES, NAILS, SLOTS, CHASES PIPE SLEEVES ETC., AS REQUIRED BY THESE TRADES. THE I . DO NOT ENTER THE POOL IF YOU HAVE A COMMUNICABLE DISEASE OR AN OPEN CUT. Q) CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE SETTING SCREEDS AND FORMS. 2. DO NOT BRING FOOD, DRINK, GUM OR TOBACCO INTO THE POOL. . ,. o . G. UNLESS OTHERWISE NOTED ALL FOOTINGS, PILES, CAISSONS AND PIERS SHALL BE CENTERED UNDER 3. SHOWER BEFORE ENTERING THE POOL AND AFTER USE OF TOILET FACILITIES. SUPPORTED MEMBERS. G. PROVIDE CLEARANCES FROM FACES OF CONCRETE TO REINFORCEMENT AS FOLLOWS UNLF55 OTHERWISE 4. DO NOT RUN OR ENGAGE IN ROUGH PLAY IN THE POOL AREA. SPECIFIED: 5. DO NOT BRING ANIMALS INTO THE POOL AREA. 7. WHEREVER SLEEVES ARE INSERTED IN CONCRETE SLABS, BEAMS OR WALLS, THEY SHALL CONSIST OF PVC PIPE. SLABS ON FILL................. 3" G. DIAPER CHANGING ON THE POOL DECK IS PROHIBITED, o BEAMS........... I%" 7. GLASS AND 5HATTERABLE ITEMS ARE PROHIBITED IN THE POOL AREA. PROSLIDE a) 8. THE ENGINEER WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, FOOTINGS.............3" 8. NON-TOILET TRAINED CHILDREN ARE REQUIRED TO WEAR SWIM DIAPERS. TECHNOLOGY I 0 0 SEQUENCES OF PROCEDURES OR CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND PROGRAMS INCIDENT WALLS..................2" EXTERIOR FACE, 2" INTERIOR FACE 9. A SIGN SHOWING THE MAXIMUM PATRON LOAD SHALL BE CONSPICUOUSLY DISPLAYED IN EACH POOL AREA. THERETO, AND THE ENGINEER WILL NOT BE RESPONSIBLE FOR THE CONTRACTOK'5 FAILURE TO PERFORM THE WORK PIEK5...............2" EXTERIOR FACE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. IN ADDITION TO THE ABOVE POOL RULES, POOL SLIDES AND WATER5LIDE5 SHALL HAVE THE FOLLOWING POSTED AT DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE INSTALLATION OF EMBEDDED ITEMS UNLESS THE ENTRANCE TO THE SLIDE TOWEK/5TAIR5: 9. POOL CONFIGURATION SHALL MEET PUBLISHED STANDARDS OF NEW YORK DEPARTMENT OF PUBLIC HEALTH, APPROVED BY THE ENGINEER. COORDINATE INSTALLATION OF SLEEVES, PIPES AND CONDUIT WITH THE PLACING OF I . DO NOT USE THE SLIDE WHILE UNDER THE INFLUENCE OF ALCOHOL OR DRUGS. ADMINISTRATIVE CODE AND THE NATIONAL SPA * POOL INSTITUTE. REINFORCING STEEL TO ENSURE THAT IT DOES NOT NEED TO BE CUT OR DISPLACED. 2. FOLLOW THE IN5TKUCTION5 OF THE ATTENDANT. cu 3. NO STANDING, KNEELING, ROTATING, OR STOPPING IN THE FLUME. 10. POOL CONTRACTOR SHALL PROVIDE OWNER WITH OPERATING MANUAL FOR FILTRATION EQUIPMENT. THESE 7. ALL HORIZONTAL SURFACES INTENDED FOR FOOT TRAFFIC SHALL RECEIVE A NON-SLIP AND IMPERVIOUS 4. KEEP YOUR HANDS IN51DE THE FLUME, MANUALS SHALL BE OF A PERMANENT NATURE AND INCLUDE ALL DRAWINGS, ILLUSTRATIONS, OPERATING CONCRETE FIN151.1. STAMPED CONCRETE OR ANY OTHER SURFACES THAT RETAIN WATER ARE NOT ALLOWED. 5. LEAVE THE PLUNGE AREA IMMEDIATELY. PROCEDURES, CHARTS, PARTS LIST, AND DATA LI5T5. MANUALS SHALL BE EASILY READ AND UNDERSTOOD. THEY G. WARNING: WATER DEPTH IS _ FEET. SHALL BE SECURELY ATTACHED TO FILTER SHELL, DATA LIST SHALL CONTAIN THE FOLLOWING INFORMATION: 8. CONCRETE SURFACES EXPOSED TO VIEW SHALL BE SOUND AND DENSE. PULL TIE RODS TO THE FULL LENGTH A. FILTER MANUFACTURER'S MODEL NUMBER OF CONES. WHERE PATCHING OF HONEYCOMBS AND VOIDS IS REQUIRED, IT SHALL BE DONE AS SOON AS o B. FILTER SERIAL NUMBER POSSIBLE AFTER THE REMOVAL OF THE FORMS, REPAIR AND PLUG TIE HOLES AND HONEYCOMBS WITH 51GNAGE NOTE: IT IS RECOMMENDED THAT THE OWNER REVIEW SIGN REQUIREMENTS WITH A CONSULTANT C. EFFECTIVE FILTER AREA IN SQUARE FEET NON-SHRINK CEMENT BASED PRODUCTS ACCORDING TO MANUFACTURER'S INSTRUCTIONS. SPECIALIZING IN POOL SAFETY OR THE AMERICAN RED CROSS, THE OWNER IS RESPONSIBLE FOR OBTAINING D. DESIGN FLOW RATE IN GALLONS PER MINUTE APPROVAL FROM THE STATE OF NEW YORK DEPARTMENT OF HEALTH AND/ OR COMMERCE FOR ALL SIGNAGE. V) E. MAXIMUM WORKING PRESSURE 9 ALL LAPS SHALL BE "B" SPLICES UNLESS NOTES OTHERWISE ON THE DRAWINGS OR UNLESS SPECIAL CARE IS 75 F. MANUFACTURED DATE TAKEN FOR THE REINFORCING TO BE DETAILED AND PLACED TO PROVIDE STAGGERED LAPS. SPECIAL PLACEMENT v AND SPLICING OF REINFORCEMENT USED IN 5HOTCRETE APPLICATIONS SHALL CONFORM TO THE REQUIREMENTS I I . WHERE AIR RELEASES ARE INSTALLED ON FILTEK(5), THE FOLLOWING STATEMENT SHALL BE PLACED WITHIN THE OF IBC-2006 SECTION 19 13.4. AREA OF THE AIR RELEASE SO AS TO BE CLEARLY VISIBLE: "WARNING. DO NOT START UP THE SYSTEM AFTER Certification Seal: V) MAINTENANCE WITHOUT FIRST OPENING THE AIR RELEASE AND PROPERLY ASSEMBLING THE FILTER AND SEPARATION TANK." 10 ALL CONCRETE SHALL BE CURED FOR A MINIMUM OF SEVEN DAYS. ANY UNFINISHED SHOTCRETE WORK SHALL I hereby certify-that this plan, specification, or report was prepared by ;�a NOT BE ALLOWED TO STAND FOR MORE THAN 30 MINUTES UNLESS EDGES ARE SLOPED TO A THIN EDGE, UNLESS me or under my direct supervision and that I am a duly Licensed .Z� DETAILED OTHERWISE. PRIOR TO PLACING ADDITIONAL MATERIAL ADJACENT TO PREVIOUSLY APPLIED WORK, ALL Professional Engineer under the laws of the State of New York. It is a U 12. POOL CONTRACTOR TO PROVIDE OWNER WITH INSTRUCTIONS ON POOL DRAINAGE AND WINTERIZING IF EDGES SHALL BE CLEANED AND WETTED. violation of this law for any person, unless he is acting under the U REQUIRED. INSTRUCTIONS SHALL INCLUDE DRAWINGS SHOWING PIPE AND VALVE LOCATIONS AS TAGGED BY THE direction of a licensed professional engineer or land surveyor, to alter o POOL CONTRACTOR, ALL VALVES SHALL BE TAGGED WITH PIPE FLOW DIRECTIONS INDICATED. 1 1 . ALL CONCRETE REINFORCING WITHIN THE POOL AREA TO BE BONDED AND GROUNDED ELECTRICALLY IN an item in any way once sealed. ACCORDANCE WITH NATIONAL, STATE, AND LOCAL CODES, BY THE ELECTRICAL CONTRACTOR. a) 13. ALL METAL COMPONENTS ASSOCIATED WITH THE POOL AREA (INCLUDING PUMPS) SHALL BE ELECTRICALLY BONDED AND GROUNDED IN ACCORDANCE WITH NATIONAL, STATE AND LOCAL CODES. 12. CALCIUM CHLORIDE AND OR ADMIXTURES CONTAINING CHLORIDE SHALL NOT BE USED. C 14. ALL POOL HEATERS TO BE INSTALLED IN ACCORDANCE WITH STATE AND LOCAL CODES. 13. REFER TO THE FOLLOWING TABLE FOR REINFORCING BAR DEVELOPMENT AND SPLICE LENGTHS: cn 15. SUB-SOIL UNDER FOOL SHALL HAVE A MINIMUM BEARING STRENGTH OF 3000 P5F. GENERAL CONTRACTOR Reinforcing Bar Development and Splice Lengths for f'c = 4000 psi and fy= 60 ksi SHALL VERIFY 501L CONDITIONS. Tension Development Class B Splice Std. 90 deg. Hook Compression Bars I G. PLANS ARE FOR POOLS ONLY. BUILDING, VENTILATION, ELECTRICAL, PLUMBING AND GAS PIPING ARE NOT To Bar Other Bar To Bar Other Bar Embed. Le Length Develop. BarSize _.. .'...P.._ ._._... ...- _ _ . - _._. _.�_ ..._ ._ _. ...___._. _._-._.._. .-. _ ____. ...... . .... .. .__ .- ... ._ _-_.__ ._... .... S loce /` , �\ , V o PART OF THIS PLAN. Ldt Lda Lbt Lbo Ldh Lh Ldc 1's .. �-' (in.) ( .) ( .) ( .) (n.) (n.) ( ,) (in.) 17. POOL DESIGNER ASSUMES NO KE5FON5IBILITY FOR STRUCTURES AND EQUIPMENT MANUFACTURED BY in in in in i i in c #3 12 i 12 16 16 6 6 8 12 f 4 f;bII.4 yL,= ,' o .� OTHERS. DESIGNER SHALL NOT TAKE RESPONSIBILITY FOR OPERATION AND MANAGEMENT OF POOL FACILITIES. .. -- '`fr>. _ ,>' � p P -� . .. 15 12 19 7 8 9#4 16 15 ° 16. THE POOL CONTRACTOR IS RESPONSIBLE FOR PROVIDING A COMPLETE INSTALLATION OF THE THE SYSTEMS #518 14 24 18 8 10 12 19 I`- INCLUDED IN THESE DOCUMENTS. UNLESS NOTED OTHERWISE, THE CONTRACTOR SHALL PROVIDE ALL 2 29 22 1014 23 o COMPONENTS NECESSARY FOR A COMPLETE INSTALLATION. 7. ._.... .. . ... 32 ... .. 25.-....... .......... ... .....42 32 12 _:....._..11.24.. .... ... .......... ..1.7.,..._ 26 . CV #8 37 28 48 37 13 € 16 19 30 19. ALL EXPOSED PIPING AND VALVES TO BE CLEARLY LABELED TO INDICATE FUNCTION AND FLOW DIRECTION. _... : v C�7 #9 46 35 60... ... ...... . ... 46 15 19 21 34 .- i 20. CONTRACTORS SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES, DETAILS, AND COSTS FOR A #10 57 44 74 57 17 22 24 3$ % o COMPLETE INSTALLATION RESULTING FROM SUBSTITUTION OF COMPONENTS. #11 68 52 88 68 19 24 27 42 #14 93 72 --- --- 32 31._. ._ . 32 - , .. ... .. -. , ... 2 1 . IF APPLICABLE, OPTIONS ARE FOR THE CONTRACTOR'S CONVENIENCE. THE CONTRACTOR SHALL BE 1$-`--`-- _- "• _._. _. ....._. ..,_.. _ u Michael L. Pinske: / -bate: O RESPONSIBLE FOR ALL NECESSARY CHANGES RESULTING FROM CHOOSING AN OPTION AND SHALL COORDINATE 41 43 #1 151 I 116 --- 43............_ s- ALL DETAILS. THE COST OF ADDITIONAL DESIGN SERVICES OR MATERIAL C05T NECESSITATED BY SELECTION OF AN NOTES: OPTION SHALL BE BORNE BY THE CONTRACTOR. 1 . STRAIGHT DEVELOPMENT AND CLA55 "B" SPLICE LENGTHS SHOWN IN ABOVE TABLE ARE BASED ON UNCOATED BARS ASSUMING CENTER-TO-CENTER BAR SPACING = 12" WITHOUT TIES OR STIRRUPS AND BAR CLEAR COVER = 4-J 22. POOL CONTRACTOR SHALL PRE55UKE TEST ALL PIPING PRIOR TO BACKFILLING AND IMMEDIATELY PRIOR TO 2". NORMAL WEIGHT CONCRETE WITH NO TRANSVERSE REINFORCING ARE BOTH ASSUMED. NO FXCE55 ® POURING OF THE DECK. REINFORCING 15 ASSUMED. r- 23. WATER AND SANITARY SEWER SERVICE IS PROVIDED BY EXISTING UTILITIES. 2. STANDARD 50 DEGREE HOOK EMBEDMENT LENGTHS ARE BASED ON BAR 51DE COVER = 2.5" AND BAR END COVER = 2" WITHOUT TIES AROUND HOOK. 24. THE POOL OWNER SHALL PROVIDE THE FOLLOWING ITEMS IN THE IMMEDIATE VICINITY OF THE POOL: o 3. TABLE DOES NOT REFLECT SPECIAL 5EI5MIC CONSIDERATIONS FROM ACI 3 18-05, CHAPTER 2 A. EMERGENCY TELEPHONE AND EMERGENCY CONTACT LIST. MARK DATE DESCRIPTION B. DRINKING FOUNTAIN _. . ....-. .. _- �' C. HOSE BIB WITH VACUUM BREAK. ISSUE STATE SUBMITTAL Is ATE 04/19/2017 PHASE 25. THE POOL CONTRACTOR SHALL PROVIDE AND INSTALL THE FOLLOWING ITEMS IN THE IMMEDIATE VICINITY OF PROJECtao T TITLE: THE POOL. FIELD COORDINATE LOCATION WITH OWNER, ARCHITECT, AND\OR AQUATIC MANAGER: uj A. TWO BLANKETS. GTREAT ESCAPE A N I J-'*' 0 B. RING BUOY WITH SAFETY ROPE OR SHEPHERD'S CROOK. p C. 24 UNIT STANDARD RED CROSS FIRST AID KIT. �)PLASHWATEAT` KINGTDUMo D. PROVIDE ANY OTHER SAFETY EQUIPMENT REQUIRED BY STATE AND LOCAL CODES. 2G. THE POOLS HAVE BEEN DESIGNED TO WITHSTAND ALL ANTICIPATED HYDRAULIC STRUCTURAL LOADING FOR L"E EXPANS11"NWATE'SLID BOTH FULL AND EMPTY CONDITIONS. PROJECT OWNER: �j 27. THE POOLS SHALL BE CONSTRUCTED OF MATERIALS THAT PROVIDE A RIGID WATERTIGHT SHELL WITH A SIX FLAG ENTERTAINMENT _j 00 SMOOTH IMPEKVIOU5 FINISH THAT 15 NON-TOXIC AND EASILY CLEANED. THE FLOOR IN THE SHALLOW AREA (5 FEETv OR LESS) SHALL HAVE A SLIP RESISTANT FINISH. PROJECT LOCATION: QUEENSBURYY, NY �P`.. 0 C\l It26. ALL POOL INTERIORS SHALL BE LIGHT IN COLOR HAVING A VALUE OF 6.5 OR GREATER ON THE MUNSELL COLOR 00 ORDER SYSTEM IF NOT OTHERWISE SPECIFIED BY LOCAL CODE. ALL COLORS, PATTERN OR DEMARCATION LINES MAY NOTSHEET TITLE. O U NEGATIVELY IMPACT THE OBSERVER'S VISUALIZATION OF BATHERS. ALL DEMARCATION LINES SHALL BE OF CONTRASTING GENERAL COLOR TO THE POOL INTERIOR. v d 29. POOL FACILITY MUST COMPLY WITH THE NATIONAL ELECTRIC CODE. NOTES 30. POOL CONTRACTOR TO PROVIDE ENGINEER WITH RECORD DRAWINGS SHOWING AS-BUILT LOCATION OF PIPING. NOTES +-� U U CONFIDENTIALITY: SCALE: NONE., -+00 THIS DOCUMENT CONTAINS CONFIDENTIAL OR PROPRIETARY INFORMATION OF RAMAKER & NONE N ASSOCIATES, INC. NEI"PHER THIS DOCUMENT NOR THE INFORMATION HEREIN IS TO BE REPRODUCED, DISTRIBUTED, USED OR DISCLOSED EITHER IN WHOLE OR PART EXCEPT 0 AS SPECIFICALLY AUTHORIZED BY RAMAKER &ASSOCIATES, INC. 0T c� ® NUMBER 34218 '5 N 02 U BERAQO H , C/ � � - o...,fs ...,..,...„£ wr.0 ., (Y;.sS Y i ,•,.,fw':b''c,....a«.... ,i.F.ch/, ...... F.i V N : ( a , ,r r_ 7 1 n 5 p NORTH 855 Community Drive, Sauk City,Wl 53583 Phone: 608-643-4100 Fans 608-643-7999 CD CD www.Ramaker.com � b i"••" � CIO EXISTING TOWER, CD ..: j:• UPPER DECK = 562.46' w cC ® LOWER DECK = 545.54 J p EXISTING DROP SLIDE PROSLIDE � J TECHNOLOGY INC po EXISTING FOUR MAT RACERS W p EXISTING DROP SLIDE RUN-OUT o ° PROPOSED NEW PLATFORM, -- �� o ELEV.=539.74' \ O Certification Seal: I hereby certify that this plan, specification, or report was prepared by �J me or under my direct supervision and that I am a duly Licensed 00 M _ Professional Engineer under the laws of the State of New York. It is a v o \\ ® EXISTING MAT RACER RUN-OUTS violation of this law for any person, unless he is acting under the �C� 0 direction of a licensed professional engineer or land surveyor, to alter m an item in any way once sealed. — EXISTING ° . O .� EQUIPMENT BUILDING > o 0 d 0 1 # 0 EXISTING MAT " PROPOSED BODY SLIDES ° RACER SUMP PIT, SEE 'D' ON AQ 1 .03 0E / 0 p u C 0 a ® o N d m . PROPOSED BODY SLIDE RUN-OUTS i FLAT PAD ELEVATION = 503.61' o r, O Nlrctiaei L. Piriske. —Date: -� PROPOSED BODY SLIDE SUMP PIT `\\ ° o � kip 4 o a EXISTING SURGE TANK ® �� v PROPOSED SURGE TANK '�° \ \� MARK DATE DESCRIPTION IssUE STATE SUBMITTAL DATE 04/19/2017 1 PHASE ISSUED x C PROJECT TITLE: P-' I EXISTING WAVE POOL GREAT , E�S --' CAFr"%E AND A STT -1 "SPTA 11WATETK A IJU ING" "M 'I" N WATERSLIDE EXPAMS U PROJECT OWNER: 0 SIX FLAGS ENTERTAINMENT 00 PROJECT LOCATION: QUEENSBURY, NY o C\1 SHEET TITLE: p �D PROPOSED SITE PLAN -� � o V v 0 15 30' 60' 00 11" x17" - 1'` = 30' a CD O �--�, PROJECT QQ C\] NU BER 3 4 2 1 0 p ~p SHEET ' CYD NUMBER A )0003 - _ Cn .71 CUD Cn EXISTING MAT RACERS a Cn F p W r-- — — — — o NORTHCn — 855. Community Drive, Sauk City,W1 53583 EXISTING TRENCH DRAINS (ADJACENT TO SLIDE I Phone:608-643-4100 Fax:608-643-7999CD RUN-OUTS) DISCHARGE INTO THE SURGE TANK I I Ix www.Ramaker.com � r��n�-ir—Ir �r—li--l�nr--Ir-�r---�r---in►�►—��nr�i►�I�-�- EXISTING DROP SLIDE CD N - - = I EXTENTS OF 4 _ _..... _ EXISTING DECK • u uu _ uuuuu�L_u�uL_JUJUJI—JI_uI—J ulul—�uJl_uuuL—JLuuJ • _� Uuuuuu1uu11_uuuuuuuuuuuuCuuu uJuuuLuuuull_u- uw � CD Yom. �.fs��;.,�,., p, , HATCH PATTERN INDICATES THE x -x -x -X -x x x x -x -x -x -x -x -x -x -x APPROXIMATE EXTENTS OF DECK TO ,'y f �. I ,r. r I- I I x PROSLIDE � BE REMOVED, SEE CIVIL PLANS �,.. „ o o T E HNOLOGYINC EXISTING VERTICAL TURBINE PUMPS EXTENTS OF ;� n EXISTING DECK APPROXIMATE EXTENTS OF DECK APPROXIMATE EXTENTS OF DECK ' O X TO BE REMOVED, SEE CIVIL PLANS TO BE REMOVED, SEE CIVIL PLANS x I — Cn Lx -x -X -X -x -x -x -x -X -X -x -x -x -X -x -x j V) EXISTING SURGE TANK 75 a� EXISTING FENCE Certification 5eal: Cn I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed 7 Professional Engineer under the laws of the State of New York. It is a a) violation of this law for any person, unless he is acting under the T� direction of a licensed professional engineer or land surveyor, to alter o EXISTINGRUN-OUT LIRE (X. SURGE GTANi� PLAN an item in any way once sealed. � SCALE: 1/8' = V-0" (1 1" X 1711) 0 +-, V) ! �•� a --- -- -- -- - - 7!f k EXISTING MAT RACERS 4 i NORTH Michael L, Pinske: / -U te: P-1 � EXISTING DROP SLIDE - PROPOSED DECK — - n• i 1, ; uuuuuuuuuuuuuuuu� ��� �uuu�luuuuuul-uC�uuuuliuuJlu�lullu-lIului UUUUu�UUUUUUUUU��- I -- 0I I EXISTING SURGE TANK PROPOSED TRENCH DRAINS (ADJACENT TO SLIDE RUN-OUTS) I I PROPOSED SURGE 'TANK, o DISCHARGE INTO THE SLIDE SUMP PIT, SEE CIVIL PLANS SEE SHEE AQ 1 .03 MARK DATE DESCRIPTION �c ISSUE STATE SUBMITTAL DATE 04/19/2017 0 PHASE- __ ._ I--•x -X -X -X -X -X I-X �X -X -X -X -X -X -X -X -XI -� -X -X -X -X -X -X -X -X -X -X -X -X -X R ISSUED —....... -. - - r -. EXTENTS OF ,� �— — — PROJECT ECT TITLE: _ _.__ -- I x REAT ESCA"E ANIT-) I PROPOSED BODY SLIDE RUN-OUTS '" EXISTING DECK - _ _- taJJ - — -- GYK .------ t 0 ........... 11T % SPLAS-riWATEY 1 A -'SLIY-'%E L­­.. . 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DECK ELEVATION = 503.53' (NOMINAL) M4"Q „ •��-,,f�= m O SUPPLY, INV.=494.53 SEE SHEET AQ 1 .03 :�: �'''g � EXTENTS OF 1.11.1. . ; __........1, _ _. _11__11 ... 1.-_ _... . ... 11.11.- ,,11.1.1. . . _. .,,. .....__--..___.. _-_ , -1111.. ,,;.a. �. _ ..__..-.:_:.�. -1 .1 111 1.. . EXISTING DECK f W._.............. ..1111. _1111,_: _. _ w , 1111 _._1111 1111:,: _ .- _ _.,. _ 1111._ 1111.,,1111, .,...,... .. ._ ..,_..__.::;Y. :€: _ 1111 '. ", :'_::111.1 , _... ,, , 1111._...... :_': .:..r:::.: .. :...:..:W :._-<.,._.:_'. _.,_.1.111.__... .., ..._.:__._11 _ f; E G 8"O D ,. . ... . DE _i ROP SLI o . ... P OPOSED B LIDS RUN-OUTS f PPLY, INV. =494.53' I I o w . 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'`/F , =11;' ^ i° Q EXISTING G"O SKIMMER Cn . ;"f ,_- ,'� f' (2) 45 ELBOWS ," /,i SUCTION, INV. =494.28' ,'" :` �' PROPOSED 1 2"O BODY SLIDE � ;£ SUPPLY, INV. =494.53' . ,, , ,: N r: _ SUCTIO 6 INV 494 28' 21�� cert�fit�on si; .. '. � EXISTING "� MAIN DRAI ;`I a; f N, PROPOSED I GRAVITY LINE, \. t: I hereby certify that this plan, specification, or report was prepared by , , '° € ,, ;` BODY SLIDE SUMP, INv. =499.00' me or under my direct supervision and that I am a duly Licensed 7 :� ,,, ; . SLOPE TO BE > 4% Professional Engineer under the laws of the State of New York. It is a U T��`��] �(�N'TI�T� i� ���L� violation of this law for any person, unless he is acting under the ,� \/ L VV `�' 1 lv 1J PROPOSED 3"QS RECIRCULATION direction of a licensed professional engineer or land surveyor, to alter o ` SUPPLY, INV. -497.50' an item'in any.way once sealed. .>. 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T` f / i • < ,5' r", 3 c , , 1111 .. 1111 '♦ - . ,_ - _ s a' ,, ,` ? e .. -1111....,.. ,>. - ,. 3f. • r , , - ^ - 1111.. .,�,._... -..-. - 1111. 1111... 1111.. .. ., .-,. , 1111 .. .,. - .. _ F / PER FOOT FOR „_,. , _.. - 111 1..-.. 11 1 .1111., __.,. - ,.. .. .... .� O 1 8 „ ♦ x 1111. .__. „ a ... .,.. 1111. .. ... ;,r .,� 1111 .. _.1111.1111...1111-- 1111 .. -.. 1111 _._._ .. ;. ,. 1111 1111..,. _ 1111_ ... _ - ._ .. .. .. .. .. _.. ... ,._,.___....., 1111... .'........,1111 ��` _._.. .. _ � 1111.. 1111.. 1111 ;,_ .. ..;'�.. ' .. - - 1111._....,.... 1111., __,... � >a, :, _::, g > _ >__ 1111. ,....M. _ _. 1111 1111.., .. .. 1111... 1111 _. 1111._ ... ., +�-� - 1111_. .... -.. .., - % 3 , .. 3. .., „.. . .. ..... ....11...11.. .,.. .,,w.,.. . ,. , -.. WINTERIZATION. 1111 , „ 1111.. , . o ;? ' , i 6 fi a f` ) w y f� i "`� .. _._., 1111 _.-. :. ..£. ✓7 E f .. 1111. ,. ... 1111 , s DAT DESCRI N EXISTING 8"O DROP SLIDE ' I DE 1 . .1 _...... .-... 1-.- .. - . . _° '; f EXTENTS OF MARK E PTIO `f,�. :i ,,, / d e , ,; �- EXIST NG CK SUPPLY, INV. =49�E 53' _ ISSUE TAL DATE 04/19/ 3 f".'i.4•�' ® , r`: •`�: `.4`, c S a< ,fy 3 r" ?yt' ,#,i _ 1111 ,- ._ .. 1111 .-1 111_.. _ ..... 111 1 .� ,.- ,. .. _ a 8-/ ® ° - .., ,.. .,, . .- .1111. 1111..,..1111 -. l a s# , 3 .- .. . ... 111 _ SUED ? PHASE STATE SUBMIT Is 2017 � s,, .I f' f", r i$ M PROJECT TITLE: �, 12 SUPPLY TEES INTO (2) „ 1111_ ,, , �; I I ;tt PROPOSED BODY SLIDE RUN OUTS , ; ' 1 0"0 LIN ES WITH FLOW :` _m t f €-,n ♦ a', E E t s 3 Jii / £� 'ri>t a I .,a:�:r wJ ' t _- .. ... -_ .. -... .. -... . . _.. ... . 11-1 ... .: .._ .., ... 1111 -._ _. 1111. . a METERS. (2) I O LINES a- ,, ® IFr o , �J , : . s _ _. _ . .f _, _. -- " -' "a' ._ -- .., _ -- =..v = ..... .-... ... 1111 ... . ... .. .,£'4,' �r S P-U S mmm _ _ TEE INTO 2 G O TU P _ _ _ r. _ ..,� ® _;�.�. _ .-. _ _ _ _ 3 ( ) �. W _ _ �. _ _ F= -_ r : _ - - , _-�- _ - - - - _ . 0 _�.r f,_ . --. .. 11 ... _ -, _�,�. ...._ _ . - _ ... i~ SEE PIPING SCHEMATIC o __ t'. �-_'- r _ a . _. ' ' ;E :L< s f r- .. �^ m® r_ .u._ ®:® 1111 m _m - >.- _ -.®r s _'- -w-.. .m-. _r ..ams mr.. -mm. ..�,r �.. _.ru .+�:.r. ..� ..-:®. _ y _ .:�. a�� m® W W� 'r .. : I I / .m:..a �. _r +.c® .� ,�. .r..m ..,._ E ; E 3 J -®® a.� ar.. .� ®. ®n. F€ r..m. �..E...r.-1111.-.m ,®.:® ..mss ..u® ..�. a._ ®_. .+m -®.. .w.a,-. ,� '.. rte. a __i:- €` -,I~- .® .®-m ®aa _® +w... .i-` a ® a, ,..� ..®.s �. �,. ..,ma.. 1111 ..sa. ._s �. m,...,- a ®.®. 1111.. ... .,. t, ,, = ,I ;y - --., _ -,.__. -, _ _ -- -- - �o ,L.,, q - - - - am _ .®.- rd r 1111 .-..� _._ .w.-a .®..§_„�_.� ::a.m -.w.a _.�. sr' 1111_ , .. .. _.. ,» -. _ a _ .a.- --1111. ..®� .� m:.® �... ,®. 1111® 1111_ _m... _ - ..� ..„... . .. . . . . . ..-11 11., .. .„,. , . . ri # g> �H Sze _® .m.m a_ _.m ®a tl S•ti TFORM:' .: - ,_,' ;! ,f., r ,r' I., , r `�, `i ., PLA s r�. a j, .. . , , 1111. ,5 /r CCS „y . ' I c LA E TERTAINMENT II ` , , ECI CULATION � . _ X F N EXISTING G R R - �. „ , f u �a P JE NER' z `f f{ � GS z „ , Y 4 l _> r g, - PRO ECT LOCATION: UEENSBURY N SUPPLY, INV. 49 .53 �, 539.74 - T < , .__. _ �� _........ .... ... .. -.. . - -g; _-1_111..- ... . _,.111 , - � L i=4 : t f . ^ :` SHEET TIT E: o TO EXISTING 1 , f� U E UIPMENT ,, >� '' = ' > ?`t a� t`� J r'; � 1 is �� Q �. t _ l� -� i. F' Jas`, I EXISTING AND PROPOSED v BUILDING . // / `�' °"� 1111' / \'` �' '� iE' - ' ;' ? 'ar` 'r; ,� •i IY - '� �. / .i I ` a �` . ® r 1.. __..' ='` 3 ;p°; s` yy s VIEW �ONTINtJED ADOVE SITE PIPING PLAN a PROPOSED 12"� _ '; `_ E ' , 1 ' , ,' �, _ BODY SLIDE SUPPLY, ' 3. 0 5� 10� 20� U EXISTING G"0 SKIMMER I a t` 3 , I I = °0 SUCTION, INV.=494.53' INV. =496.75 ,? _ r o ,; " a I ° O 855 Community Drive, Sauk City,W! 53583 W -- - - Phone: 608-643-4100 Fax:608-643-7999 C) CD EXISTING NTAT RACERS EXISTING MAT RACERS www.Ramaker.com � : G, FOR MAT RACER SUMP U C) SEE 'D' ON AQ 1 .03 >y PROSLIDE x 3"0 RECIRCULATION INC EXISTING VALVE . SUPPLY, TO MAT 5 , 4 #+1 , , RACER SUMP 611 } 311 a Q� > 4 Cn 311 211 - _ _ + 14"0 GRAVITY i e b i O F LINE, FROM MAT EXISTING OPEN I RACER SUMP TEE 3"� INTO EXISTING 6"� NOTES: ENDED PIPES RECIRCULATION SUPPLY 1 . VELOCITY OF SUPPLY PIPING SHALL BE LESS THAN 10 FT/SEC. 3 INSIDE SURGE TANK I I 2. VELOCITY OF SUCTION PIPING SHALL BE LESS THAN 6 FT/SEC. -- E - -- 3 POOL PIPING RUNS ARE SHOWN FOR SCHEMATIC PURPOSES Certification�Seal• cin I hereby certify that this plan, specification, or report was re ared b _ .. Y Y P P P P P Y ~ r- ONLY. THEY ARE NOT INTENDED TO REFLECT ACTUAL PIPE me or under my direct supervision and that I am a duly Licensed75 - - I '° ' - I I ; " Professional Engineer under the laws of the State of New York. It is a DROP SLIDE l.. LOCATION. (CONTRACTOR SHALL FIELD LOCATE POOL k I ATIO violation of this law for any person, unless he is acting under the I GRATE F _; PIPING). direction of a licensed professional engineer or land surveyor, to alter o EXISTING DROP SLIDE j (DRAINS TO EXISTING DROP SLIDE an item in any way once sealed. j'..I, SURGE TANK !' EXISTING SURGE I 4 ALL BE RIGID PVC SCHEDULE 40 UNLESS ' BELOW) OTHERWISE NOTED. u TANK HATCH + f i < j i 11 5. LINES TO HAVE A MINIMUM SLOPE OF 1/8" PER FOOT FOR WINTERIZATION } " } EXISTING AUTO-FILL STILLING CHAMBER PROPOSED SURGE TANK, �+ SEE SHEET AQ 1 .03 f PROPOSED 3"0 RECIRCULATION SUPPLY VALVE O I o f C�7 3 --- } Michael L Pinske abate: 1 3" 1 2"0 MAT RACER TO EXISTING (4) SKIMMERS SUPPLY, TO iv o START TOWER 311 2" U 6 "0 DROP SLIDE SUPPLY TO START TOWER I I 3 > OPEN ENDED PIPES (2) A DATE oN-- - MRK DESCRIPTION ISSUE DATE _ 11 M04/19/2017 FROM SLIDE _ (2) 12"� SURGE TANK U PHASE STATE ISSUED x I TRANSFER LINES PUMPS, ABOVE PROJECT TITLE: a ; I brA I � o mGR"EAT ESCAPE AND j } .._,. . ®_ .. . ... �® .m ..� ,� .,� .�.:. � 2 211 F 0 Y-0 EXISTING ANTI-VORTEX PLATE 4 < } FROM UNG" "M o . . m _. I ,.� PUMP o 'V•M f < , i 1 G"O SKIMMER 3"0 RECIRCULATION E EXPANSION A --'T'*'S LIT PROJECT FLA NS ENTERTAINMENT SUCTION, TO #. . . ' SUPPLY TO BODY a SIX G 00 EQUIPMENT ROOM SBUR Y SLIDE SUMP PIT PROJECT LOCATION: QUEEN Y N o N G"O MAIN DRAIN G"0 RECIRCULATION EXISTING SURGE TANK (2) 45° ELBOWS SUCTION, TO SUPPLY, FROM EXISTING SURGE TANK � SHEET TITLE:. O H EQUIPMENT ROOM EQUIPMENT ROOM EXISTING AND PROPOSED SURGE TANK & PIPING PLAN � 12"0 G RAV I TY LINE, m__,,. . .. . .. .. ,.. _._.. .. .. ...._ ._.. . ..:. . .. _,.. . _.,. ..._ . , . .® ®.:_ U I FROM PROPOSED BODY SLIDE SUMP PROVIDE 2" WINTERIZATION LINE 0 2' 4' . 8 00 = & VALVE INTO SURGE TANK, SEE I o 12"0 BODY SLIDE SURGE TANK SHEET AQ 1 .03 +, SUPPLY, TO START 11" x 17" - 1/4" = V & PIPING a PROPOSED SURGE TANK & PIPING ADDITION 22" x 34" - 1/2" = V _ ..-_.. . TOWER ® EXISTING_SURGEI TANK N . .... c� SCALE. 1/4 — 1 -0 (1 1 X 17 ) SCALE: ®1/4" = 1'-0" (1 1" X 17") 1PVU°IlsEli 34218 C103 NUMBER AQ I UZ, E-- slam 3'-0" 2 V-6" LONG X 5-10" WIDE 1, = INSIDE DIMENSIONS MINIMUM 10-1 _� r 81-011 I . D ELEV.= 503.50' -' � ,� .. ._ .. y....__ y.. F... _ .. . . T.O. V SEE PIPING 30" x 30" I _ 855 CommunityDrive, Sauk City,W1 53583 � cf� PLAN HATCH, SEE ` d d . 4` flC9 FAX: C}�-�4 -7999 DETAIL 5 ON Phone.�iC}8-643 4 x o AQ 1 .02 _ NIGHTTIME ELEV.= 502.00 � I I Q 1 4"0 TO 4. www.Ramaker.COM A 20.00 � ,Cn SURGE TANK " _ " c a EXISTING MAT 4 -o I F CD _ RACER SUMP PIT ,. Q ! I - - NO CHANGES PROPOSED, o EXISTING - - = d = FOR REFERENCE ONLY ® a o +� CD N SURGE TANK � PROPOSED I DAYTIME ELEV. (INV.)= 499.83' 2 I 211}Cl I I Off 10' 0" jE� 1 8 F.F. ELEV. = 499.50 N OVERALL SIZE = 8' X 22 I.D. S URGE .,....,W.._.w...._._ ..._. e TRANSFER' d = ° °4 d tea, _.:. ` �� Po; � DEEP END = 8' X 8 I.D. I I TANK I d °. . ' ° °� CD LINES ' ---� o o yy �J ® I _^ � _ o = MAT RACER SUMP PIT SECTION 1 I .W ,u SCALE: 3/8" V-0 (I 1' X 17") TROSLIDE L—L ®� _ _. J MOUNT PUMP ON I T,_ . 1 I I ca _k. Y INC I GALV. W-BEAMS r--- ' W8 X 18 GALVANIZED W-BEAMS .� (2) 9'-6" LONG WITH 3/4 X 4 X 12 GALV. PLATES WELDED AT EACH _. .... a� � ..... ._.__. .. .,.... . .. ... ...... .. .. ....... ...... . .. W,... .. . .. . . .......... . � END. ANCNOf�S TO BE 5/8"� S.S. � _. .... . ..... ................_._...._-..-___u1. ' AQ1.03 I EPDXY ANCHORS. (4) PER BEAM. o _J o 1 2"0 FROM 5 U M P PIT ) I r � 8 3/4" TOP OF TANK - — TO BOTTOM OF PUMP 75 J _ r 12"0 TO START TOWER - m MOUNT PUMP ON GALV. +, AQ 1.03 STEEL 8 X 18 W-BEAMS , Certification seal: SURGE TANK PLAN VIEW CAP ON TANK T® MATCH _ I hereby certify that this plan,_specification, or report,was prepared by GALV. PLATE 3/4 me or under ray direct supervision and that I am a duly Licensed A SCALE: 3/8" = 1'-0" (1 1" X 17") ADJACENT DECK FINISH X 4 X 12 TYPICAL `_ j Professional Engineer under the laws of the State of New York. Itis a �` violation of this law for any person, unless he is acting under the .� r1 direction of a licensed professional engineer or land surveyor, to alter o 4" CLEAR an item,in any way once sealed. � — 8" T.O.D. ELEV = 503.53' T.O.D. ELEV. = 503.53' w yLL 4 < T.O.D. ELEV.= 503.53' ° 4 a ° a d 4 d ° d v _ ; d d° d '° '.4 °. d .' - 3 Q d 4 d 1 � d � - i; ' ,• <•p.. .Vt �Acv"w., _ ...moi #5 @ 12aR cl� NIGHTTIME ELEV.= 502.00' NIGHTTIME ELEV.= 502.00 4' NIGHTTIME ELEV.= 502.00 ` fir . •." f o - - - b d d; a 0.C. E.W. �+ 3'-0" HYDROPHILIC WATERSTOP, MINIMUM o 41 1 SEE DETAIL 1 ON AQ20.00 d d ° rn O LADDER RUNGS, #4 @ 12 O.C. LADDER RUNGS, d ° f, ° a l a SEE DETAIL 4 30 d 1 a d SEE DETAIL 4 4 d ON AQ20.00 36 °. EXISTING ON AQ20.00 !r d 4 a _ 1 2"0 FROM SUMP PIT ,. f-' r� SURGE TANK 4 d POSED a d 1 _ I d r /1°J/�01 0 PR® ° INVERT ELEV. — 499.00 , 3 OVERALL SIZE = 8' X 22' I.D. 4 .a ° 16 Michael 1 Pinske: nate: -a DEEP END 8' X 8' 1.D, SURGE TANK75 Cz SEE PIPING ' a _. t d $a a PLAN ON 1 -0d INV.=497.50' AQ 1 .02 d_ 4 ° 1 d a. = a V .� 12'-0" , -0 co d ENTIRE INTERIOR °) — DAYTIME ELEV. = 497.00' DAYTIME ELEV. = 497.00' SURFACES OF THE d o + DAYTIME ELEV. — 497.00 d d °4 °= d TANK TO RECEIVE TWO ° 4 MARK DATE DESCRIPTION d a` = OATS OF THOROSEAL 1 2 0 TO #4 @ 12" O.C. E.W. C ISSUE DATE. ........ d BOTH SIDES �`_. i ` ° d4 START PHASE STATE SUBMITTAL ISSUED 04/19/2017 4 d'° ° I TOWER PROJECT TITLE: .. .4 F.F. ELEV. = 495.53 ° . . . . °, GREAN' o 4_j 2" CLEARr­%HWATPLA%�) 4 4 4 - _ d ° .� ' _ -- DOM 2" CLEAR LE = 494.53' 1 �� ° d ' '. 4 #4 @ 12" O.C. d_ INVERT ELEV. 1 , WATER ° ° (LOW POINT) . d d _, CORE DRILL NEW ° PROJECT OWNER: , PIPE SLEEVE, SEE ° ' �2� i 2"� 'd 4 36" _ . 3 4 _ SIX FLAGS ENTERTAINMENT ' �.....__.. _ .. 2"0 WINTERIZATION =_ DETAIL 2 ON d ° . TRANSFER 20" °' LINE WITH VALVE d PROJECT LOCATION: QUEENSBURY, NY AQ20.00, TYPICAL LINES 1 ALL PIPE ° .:_ __� #4 @ 12" O.C. 1 m PENETRATIONS - a--- d SHEET TITLE: a d °' 30 ° 4 t 111' ° d = 10.. SURGE TANK PLAN AND INV.= 491 .78 d . 4 ° SECTION VIEWS F.F. ELEV. = 491 .53' -- . . a F.F. ELEV. = 491 .53 r ° F.F. ELEV.= 491 .53 ° o ° d a,..., .... d.. dq d •. ° °' - 4° w.d ° ° '. ° 4 d Q d _ 4 ° ° .a .. d. C d d - .. ...- .. .. 'I1 'd 4 4 d d - a .d d; EE ° 0 1'-3" _ 2'-6 5 •CCJ' d ° ° ° a4 4 r 4 9. ° d dG ° d . ....4 d ° ,.w.._,°,.. 10 OF 95% COMPACTED SAND ' Q 0 ° ° . d , d U /`/ O�oo 0 11" x 17, N __. _�. .,...._... .W..... ....... .4 .4 o o OR CRUSHED AGGREGATE 3/8" — 1' SUB-SOIL UNDER POOL AND 22 x.34 — �' SURGE TANK SECTION #4 @ 9" O.C. E.W. ___ ���� 1�\/ - — �, ., .�,-.�_�. ,E CLEAR SURGE TANK SECTION C AROUND Pool SHELL _3�4". ... 1' U o — SCALE: 3/8" = V-0" (11' X 17') SCALE. 3/8 — 1 0 1 1 X 17 �/����U' TU'�� �U'��U'��� NU°vIIBER 1 ( ) SHALL HAVE A MIN. BEARING STRENGTH OF 3,000 P SF NUMBERAQI . u' 3, H LEVEL SLAB UNDER RUN- �a OUTS TO BE ELEV. =503.61 SEE CIVIL PLANS ` w.: ..... ..... ... _: AQI.04 855 Community Drive, Sauk City,Wl 53583 Phone:608-643-4100 Fax:608-643-7999 CDCDcn I www.Pamaker.com WATERSTOP, SEE DETAIL CURB ANGLE „ c� ! I INVERT ELEV. r . 2 ON A 20.00 TYPICAL _ o 1-1/2 �- DURAGRID 1 1/z X 1 �2 ALL PIPE PENETRATIONS i 2"0 OPEN ENDED 1 = 501 .66 » - EMBED IN CONCRETE I I G f ; ® PIPES (2) PLACES 3"� s Cn nr FIBERGLASS GRATE 1-1/2 a ct yRECIRC. 3 . THICK, SEE EQUIPMENT LIST TAPER EDGE @ 1 : 18 TO 12"Q� TO SUf�GE TANK •� �° GRATE, MINIMUM 18" I - - G110 PVC PIPE FILLED � I SUPPLY CD, TYPICAL ON (3) SIDES L_ _ = WITH CONCRETE -� INSIDE 4 0 � � DIM. � ` NOTE: ®�- I ®®o.._._ _.._ p C o h JAI I ! i SUMP �. SLIDE RUN-OUTS AND - �TPROSLIDE 0 p 4 _® _ --- WATER CAPTURE PLATES I T I I I o I O� G Y I C o -m r Li _ = NOT SHOWN FOR CLARITY. I 5 1-1/2" - C _. "_..._ _ . I � AQ 1.04 _. .. . , D i D ! 1 1/2" i ( Q) ALL ! AROUND i W 10" ALL AROUND o 0 p ° INVERT ELEV. = 501 .66' 0 T.O. GRATES ELEV. = 503.53' 1 I o I I J) L._...._....._.�...---_.. ---_._._--._._..— --- -- -------- ---- -------- ---- ------ -i � URB ANGLE DETAIL - 4'-011 41-011 SCALE: NONE sop 9 Certification Seal: I hereby certify that this plan, specification, or report was prepared by 8'-9" INSIDE DIM. SUMP PIT me or under my direct supervision and that I ain a duly Licensed .5 Professional Engineer under the laws of the State of New York. It is a � violation of this law for any person, unless he is acting under the SUMPMp PIS+ PLAN VIE V!I direction of a licensed professional engineer or land surveyor, to alter o i n —1 A an item in any way once sealed. SCALE: 1/2 - 1 -0 0 1 X 17 ) 0 4j WATER CAPTURE PLATE, REFER TO TOP OF RUN-OUT SLAB BEYOND � PROSLIDE INSTALLATION INSTRUCTIONS :.:;.. ,•rte ,; " .;° 1 1/2" GRATE, T.O. NOTE: JV Y,3 0 SLIDE RUN-OUTS AND GRATE ELEV. =503.53' e-•{ WATER CAPTURE PLATES WAVE STOP PLATE WATER FLOW12 TAPER EDGE TO NOT SHOWN FOR CLARITY. GRATE MIN. 18 y TAPER EDGE TO 1 1/2 GRATE, T.O. -- "� �: �`` � O GRATE MIN. 18", GRATE ELEV. =503.53' TOP OF RUN-OUT SLAB BEYOND TYPICAL (3) SIDES ' 'Y Q C\] I DECK BY OTHERS TYPICAL (3) SIDES POLYSULFIDE BASED SEALANT SLIDE RUN-OUT W '�' U 1'-6" A MINIMUM OF 1/2" DEEP ANGLE DETAIL #3 STIRUPS @ 12"O.C. 1'-6" - (2) #4 T & B ;f / o 1„ - - -- 1 1%2 TYP. 1 ;r ££ r 'C3 ® ELEV.=503.61 - 8.. ,, iVlichael L Pinske:... ..- .Date:..... .. .. Ci 3 110 END OF RUN-OUT 3.. RE PIR C. �- 3 #4 @ 12" O.C. E.W. Q SUPPLY I Cn #4 @ 12" 0.C. E.W. =- 4 -0 9 I� 4 -0 - - - 1 a = BOTH SIDES 2. 2.. 6��� ED �` 2 PVC PIPE FILL CLEAR 2 CLEAR a �--- a BOTH SIDES �% 2 -2 ° #4 @ 12" O.C. WITH CONCRETE I o #4 @ 12 O.C. - 2 CLEAR ° NIGHTTIME ELEV. = 502.00' - a 4Cn ° 2 CLEAR ____i �— 30„ a _ MARK DATE DESCRIPTION - 411 20" a DAYTIME ELEV. (INV.)= 501 .66' l Isst1E STATE SUBMITTAL DATE 04/19/2017 30 a 1 1. _14— Q L -�-- --� ! PHASE ISSUED..__ .. : x F.F. ELEV. - 501 .: 6' F.F. ELEV. = 501 .36 PROJECT TI • — �,.�...w_._.��.' TLE: � -" CA'r-%E AND EAT E�S F 20 t 2"0 TO a ° w.w_a.•... d ° a a. 4 a ° d a 4 4. 8" G, 0 HYDROPHILIC WATERSTOP, a a SURGE TANK _ "" y' � a"; TTW A _..... a ° -TET . � � KINGD"M SEE DETAIL 1 ON AQ20.00 a . __ _ � _ _ �- � � - � cnSPLAS m DNE EXPANSI/-NN ATERSLITo - HYDROPHILIC WATERSTOP, # O.C. E.W. " CLEAR - #4 @ 9 O.C. E.W. 3 CLEAR SEE DETAIL 1 ON AQ20.00 4 @ ® W PROJECT OWNER: 4'-0" - 10" TYP. 8'-9" _ 10" TYP. SIX FLAGS ENTERTAINMENT 0o PROJECT LOCATION: QUEENSBURY, NY -, ENTIRE INTERIOR SURFACES N �?. OF THE SUMP TO RECEIVE TWO COATS OF THOROSEAL SHEET TITLE: o SLIDE SUMP PIT PLAN AND c SUMP PIT SECTION SUMP PIT SECTION SECTION 'VIEWS SCALE: 1/2" = 1'-0" (1 1" X 17") UB SCALE: 1/2 - 1 -0 (1 1 X 17 ) Cn 0 1. 21 4. J on I I I o U 1 1" x 17 - 1/2" = V CY) 22" x 34 - 1" = 1' N L) NUMBER 34218 .... .... - -� SfIEET � NUMBER U4H �a EXISTING SUMP r I PIT �,.. .: _.. . :a ._... ... _ _ EXISTING CHEMICAL FEED CONTROLLER, ELECTRICALLCn Y PRO- _ o � INTERLOCKED WITH RECIRCULATION PUMPPOSED 855 Community Drive, Sauk City,Wl 53583 ® CONTROL WIRING, TYPICAL I 14° SP T P 3 Phone;608-643-4100 Fax:608-643=7999 a CD pH AND ORP PROBES 3" WWW,PaI1"1aker.CUri1 cz . . . . . . . . . . EXISTING AUTOFILL . . . . . ° . . . , ---� I -�� J 112 0 I.D. „ a� !-� POLYTUBE, 6" RECIRC. SUPPLY TYPICAL ( 4 12 ° I TO EXISTINGaco EXISTING o I 411 BACKWASH TANK H EXISTING CHEMICAL 6 SKIMMER SUCTION SURGE SAMPLE PORT I ars OPERATION NOTE: TANK " -� FEED PUMPS ° I FILTER NOT TO BE BACKWASHED 6" 6" RECIRC SUCTION A 3' I I I �� � �^* � �"" � I Rr C) • WHEN SLIDES ARE IN OPERATION. --DSC PROPOSED ® EXISTING LIQUID • I C O 12 SURGE : " ;eMw: CHLORINE K I EXISTING TANK - I CHEMICAL TANK 00- 1 FILTER 6 12 A l w ( wPROSLIDE o • B O � �� � TECHNOLOGY INC o EXISTING ACID a 112" 0 I.D. � � D O I � POLYTUBE, w w CHEMICAL TANK I TYPICAL EXISTING HAIR & a Q Q o 0 I LINT TRAP, TYP. I ( o c I I v 1 I I L � E I 6 �— ' I VERTICAL PIPE RUNS a ON TOWER COLUMN UF I F „ m� I I I O 12" BODY SLIDE 6 TYP. ! 6 I F 10" FUTURE I BODY SLIDE _j I I 'I Z jI i I - -ice 5X PIPE DIAMETER I :� 1 OX PIPE DIAMETER SEE INSTALLATION MANUAL Certification�5eal: � 5X PIPE DIAMETER I F I I I hereby certify that this plan, specification, or report was prepared by _ Professional Engineer under the laws of the State e a duly Licensed 11) ) KEY: 8 8 EXISTING me or under my.direct supervision and that — EXISTING Q--�.j \� I ate of New York. It is a U SLIDE COMPLEX PIPING SCHEMATIC = PROPOSED DROP SLIDE / this law direction of a licensed for ofessponal en lineer oe is acting under the p g land surveyor, to alter o violation ®. -..... .... ...._..... _... . ._... 6.. EXISTING ��. I an item in any way once sealed. v MAT RACER T: 6" EXISTING -- F 12" — MAT RACER MARK ITEM QUANTITY SIZE MODEL NOTES EXISTING (INCLUDES SUMP PIT VOLUME) f EQUIPMENT ROOM POOL AREA _�„ 6" EXISTING w..._ Cn A* HOLDING TANK 1 12816 CAL CAST-IN-PLACE CONCRETE - Q MAT RACER % `;..: PROPOSED (INCLUDES SUMP PIT VOLUME) 6" EXISTING SLIDE COMPLEX DATA: MAT RACER � Al HOLDING TANK 1 5201 GAL CAST-IN-PLACE CONCRETE 8.0 FTX 8.0 FTX 10.5 FT DEEP EXISTING WEINMAN, 4KL SURGE TANK CONSTRUCTION CONCRETE RECIRCULATION_RATE `), IEi SURGE TANK FINISH THOROSEAL STATE REQUIRED: 300 GPM AT 60 'MIN B* RECIRCULATION PUMP 1 10 HP 460V, 3PH DESIGN: 400 GPM / 55 FT TDH s.- e-+ AMERICAN-MARSH, l4WS-VL IS.URGE TANTS/ RUNNOUT VOLUME 18017 GAL ACTUAL DESIGN; 400 GPM AT 45 MIN "T' EXISTING NG I C* RACER SLIDE PUMP 1 60 HP 460V, 3PH DESIGN: 2800 GPM / 60 FT TDH o c- PROPOSED FEATURES ® EXISTING AMERICAN-MARSH, 14LS-VL ITEM FEATURE FLOW ISUPPLY PUMP FEATURE MANUFACTURER FEATURE INSTALLED BY N D` DROP SLIDE PUMP 1 25 HP - 460V, 3PH DESIGN: 1005 GPM / 75 FT TDH 1 BODY SLIDE #6 1000 CPM EACH SLIDE #6 PUMP PROSLIDE PROSLIDE rn PROPOSED AMERICAN-MARSH, 14MC 1 BODY SLIDE #7 1000 GPM EACH IBODY BODY SLIDE #7 PUMP PROSLIDE PROSLIDE E BODY SLIDE 6 7 PUMF 1 .50 HP (VFD BY OTHERS) 460V, 3PH DESIGN: 2000 GPM / 65 FT TDH * ATE HOLDING TANK & PUMP DIMENSIONS WITH AMERICAN-MARSH PRIOR TO PURCHASE. EXISTING FEATURES CONTRACTOR.TO COORDINATE 0 EXISTING WHITTEN, HPSB-54-32 BACKWASH AT 240 GPM TO ITEM FEATURE FLOW SUPPLY PUMP (FEATURE MANUFACTURER FEATURE INSTALLED BY Michael Y. Pinske: 1 MAT RACER 2800 GPI EACH RACER SLIDE PUMP PROSLIDE EXISTING F* FILTER l 32 S.F, 12.5 GPM/SF EAST. LOCATION 6 INCH AIR GAP 1 DROP SLIDE 11005 GPM EACH DROP SLIDE PUMP 1PROSLIDE EXISTING � G WALL INLETS 10 ( 2 INCH OPEN ENDED PIPE 4.1 FPS 40 GPM EACH U EXISTING _ SLIDE PUMP: 'E' - CURVE: B H SKIMMERS 4 --- STA-RITE U3 SWIMQUIP, 08650-1404 .� EXISTING l t3o,,,J per ofmattm Adjust>: icer c ons!m;ti�an;end visoisity, I o J* CHEMICAL CONTROLLER 1 -�- CHEMTROL, 250 110V INTERLOCK WITH RECIRCULATION PUMP 1t}r:c;tity;ca .t rpre;sr,t t �:tca a=.ttr Lc,v�i. 1`u DATE DESCRIPTION ISTIN{� LIQUID SODIUM HYPOCHLORITE a RU DATE .. .... , w I ISSUE SUBMITTAL 04/19/2017 K CHEMICAL DISINFECTION 1 76 GPD PULSATRON, LPHS � 1.I,sI 11 PHASE S ISSUED .. .. TATE U EXISTING ACID PROJECT TITLE: L pH ADJUSTMENT 1 41 GPD PULSATRON, LPH4 "� ... GTR%EAT ESCAPE ANIJ yg H i '8!n EXISTING 10 .., a ` M* AUTOFILL 1 --- EXISTING TO REMAIN UNCHANGED ` KING"OM � ' O R S LIT 4i F RECIRCULATIONWATEo E _`E NSI" N U7 FLOWMETER 1 --- EXISTING TO REMAIN UNCHANGEDSPLAS " 0 7;i _..... ........y..._... .. _ .. ........... ........... . �, . ...... : .:. m`: ! . PROJECT OWNER:, F BODY SLIDE #6 SIGNET 2551 FLOW SENSOR AND SEE INSTALLATION MANUAL FOR # . , . SIX FLAGS ENTERTAINMENT 4j a FLOWMETER 1 10 INCH SIGNET 9900 TRANSMITTER STRAIGHT PIPE REQUIRED 00 BODY SLIDE #7 SIGNET 251 FLOW SENSOR AND SEE INSTALLATION MANUAL FOR PROJECT LOCATION: UEENSBtJRY, NY o cv FLOWMETER 1 1.0 INCH SIGNET 9900 TRANSMITTER STRAIGHT PIPE REQUIRED �{; . ... 4 2.5 INCH INSTALL ONE IMMEDIATELY DOWNSTREAM `` i + Ia{ SHEET TITLE: o PRESSURE GAUGE 1 / PUMP DIAL TRERICE 700LFB 25 04 L A 040 OF EACH PUMP PIPING SCHEMATIC A P AND 2.5 INCH INSTALL ONE IMMEDIATELY UPSTREAM d VACUUM GAUGE 1 / PUMP DIAL TRERICE 70OLFB 25 04 L A 040 OF EACH PUMP f EQUIPMENT LIST 0 WHERE < 2 INCH HARVARD BALL VALVE OR EQUAL PVC TRUE UNION VALVE NOTED >'2 INCH BRAY BUTTERFLY VALVE OR EQUAL CAST IRON WAFER TYPE / EPDXY COAT 00 , ....,._...._...._..__ ..--_ ... N N � 00 WHERE < 3 INCH HARVARD OR EQUAL BRASS FLAPPER 40 , ' S AL O E iw1E':,`Hr tJ O �" CHECK VALVE NOTED > 3 INCH MET FLEX CV OR EQUAL CAST IRON WITH EPDXY( COATED BODY ' 20 WHERE ` a� PIPE NOTED -- ASTM D 1785 SCHEDULE 40 PVC v .... 0 200 400 600 86 t 60() 1.ioo #.F+t t� 11 �J 1.800 2,000 2,20 ,400 4U06 2,800 3 000 3,200 , 0 *EXISTING EQUIPMENT INFORMATION WAS PROVIDED FROM EXISTING PLANS. IF ANY EQUIPMENT LOCATED.IN THE FIELD GOES NOT MATCH, FI _ USpm NUMBER 3 4 2 1 8 CONTACT THE ENGINEER IMMEDIATELY. - _____ _ 5 SHEET CY) _.... .. NUMBER_._..: , NOTES: — POOL REINFORCING STEEL (EQUIPOTENTIAL BONDING GRID) 1 . ANY AND ALL METAL PARTS MUST EXTEND 3 HORIZONTALLY BEYOND INSIDE WALLS OF POOL. ASSOCIATED WITH THE POOL WATER s,......: -� CIRCULATION SYSTEM (i.e. PUMPS) — ALL METAL PARTS WITHIN 5 FT. OF THE INSIDE WALL OF THE POOL AND SHALL BE BONDED PER NEC 2011 NOT SEPARATED BY A PERMANENT BARRIER ARE REQUIRED TO BE BONDED. Q ARTICLE 680. HANDRAIL, TYPICAL U �-' 2. ALL METAL PARTS WITHIN 5 FT. OF 1 THE INSIDE WALL OF THE POOL AND NOT 855 Community Drive, Sauk City,W1 53583 WALL SLEEVE SEPARATED BY A PERMANENT BARRIER `� ® TYPICAL REINFORCEMENT Rhone:608-643-4100 Fax:608-643-7999 F--> RUBBER ARE REQUIRED TO BE BONDED PER NEC 5'-0' www.Ramaker.com SEALANT 201 1 ARTICLE 680. BONDING CONDUCTOR, TYPICAL #8 SOLID Q COPPER MINIMUM -� PRESSURE THIS LIST INCLUDES BUT IS NOT LIMITED -d MIN. --- ... N PLATE TO THE FOLLOWING: ALL METAL PARTS �''�� LADDER, TYP: j d ; e SECOND °, OF THE POOL STRUCTURE, CONDUIT STAINLESS FILL WITH POOL LIGHT �"�`--W.. — POOL DECK , 211 POUR JI 2� <' a AND PIPING, METAL DOOR FRAMES, - t' — STEEL BOLT NON-SHRINK FIXTURE � :.. Cz CD MIN.'S MIN. METAL WINDOW FRAMES, DIVING I'M. = a :fr NON-METALLIC �..�.LL....W.................. N N E ; GROUT BOARDS HANDRAILS LADDERS 'a DRAINS, OUTLET PIPES, SLIDE "� CD G SUPPORTS, WATER FEATURES, etc.. g DECK GRID MUST 4-j 4 HE BONDING OF THESE PARTS DOES COMPLY WITH NEC� � PIPE --- ..IFIRSTPOUR NOT MEAN THEY ARE REQUIRED TO BE ° 2011 ARTICLE 680 CONNECTED TO EACH OTHER; RATHER, IT MEANS THEY ARE REQUIRED TO BE PROSLIDE ° TECHNOLOGY INC 0 WALL SLEEVE CONNECTED TO A COMMON }a SURGE TANK SECTION -� 4 WALL EQUIPOTENTIAL BONDING GRID. ° a .r ANNULAR SPACE ; . e 3. ALL EQUIPOTENTIAL BONDING ROPE ANCHOR, NOT PRESSURE PLATE TERMINATIONS MUST BE MADE REQUIRED IF LESS NOTE: BY EXOTHERMIC WELDING, LISTED THAN 4 (NEC 2011. 1 . INSTALL WATERSTOP ON WET SIDE(S) OF REINFORCEMENT. STAINLESS STEEL BOLT PRESSURE CONNECTORS OF THE �: ARTICLE 680) o 2. INSTALL PER MANUFACTURER'S INSTRUCTIONS. SET SCREW OR COMPRESSION 1! ° PIPE METAL WATER TYPE, LISTED CLAMPS, OR OTHER 4 LISTED FITTINGS. (NEC 2011 INLET PIPE POOL PUMP, UV o ARTICLE 680) STERILIZER, FILTER, ELEVATION CASING HOLE DIA ETC. ANY METAL PARTS ASSOCIATED WITH THE 4. POOL WA'T'ER CIRCULATION SYSTEM _ 4' Certification Seal: ° I hereby certify,that this plan, specification, or report was prepared by METAL DRAIN POOL WALL me or under my direct supervision and that I am a duly Licensed 7 ° a... REBAR IN POOL BY POOL CONTRACTOR Professional Engineer under the laws of the State of New York. It is a Q) POOL FLOOR ,a violation of this law for any person, unless he is acting under the 4 `' ' (DECK CONTRACTOR TO COORDINATE direction of a licensed professional engineer or land surveyor, to alter o _ WALL SLEEVE DETAIL STANDARD STEEL TIE ° WITH POOL CONTRACTOR FOR an item in any way once sealed. HYDROPHILIC WATERSTOP DETAIL SCALE: 1- 1/2" — 1'-0" 1 SCALE: NONE .............._..... � 2 WIRES, TYPICAL AT BONDING REQUIREMENTS) 100% OF THE REBAR POOL AND EQUIPMENT BONDING DETAIL CROSSINGS SCALE: NONE 0 NOTE: 4+4- PLACE RUNGS AT 12 TO 16 O.C. VERTICALLY. GUIDE ARM (IF `,..5 i i'I o OVERALL (FF� REQ'D) �+ SOURCE: OP �II�� A1tilE _ r� BOWCO INDUSTRIES, INC. 10" MANHOLE STEP WIDTR+� )G WID i MODEL 9381OD OR EQUIVALENT j 07 - 1 � a� 2'-0" TYP OPENING � i U COPOLYMER POLYPROPYLENE PLASTIC TO ENCASE - o r , ENTIRE STEEL RUNG +` IVlichael L. Pinske: Date: 2'42 DIA. GRADE 60 STEEL 1011 �' 1" MAX RECES` REINFORCING BAR FRAME OPENING REMOVABLE C p LENGTH PLUG OVERALL (FRAME OPENING LENGTH + 8") f SLAM LOCK REMOVABLE c (2) #5 BARS ADDED REINFORCING AT ROUND OPENINGS OF 12" DIA OR Cn KEY WRENCH LARGER ADDED REINFORCING TO BE +-' DIAGONAL TO MAIN REINFORCING ` 3/8" MAX MARK DATE DESCRIPTION r� SECTION IAIi _ .IA11 � 111 FILL ISSUE . .. _ DATE RED VINYL G STATE SUBMITTAL 04/19/2017 ENLARGED VIEW PHASE ISSUED RIP 2-#5 BARS AROUND .. ... . ....... .... .. . .. vi HEAVY DUTY AUTOMATIC HOLD OPEN ARM TERRAZZO REINF. / OPENING (I'YP FOR PROJECT TITLE: 1/8 DIA. NEOPRENE CONTINUOUS WIRE MESH 4' 0" TYP OPENINGS LARGERGTAND cu , 9 3/8 1/4 ALUMINUM COQ THAN 12 SQUARE) BUMPER ALL AROUNDKINGDOM' o f' 121 ± �' 1/4" ALUMINUM CHANNEL WITH STAINLESS STEEL 1EXTRUDED 1°' ANCHOR FLANGE 3 PIANO HINGE _ �-- .-. ° y i i eWATERSLITEXPANSION +-' p ° .D a ' 6 ' PROJECT OWNER: ° a = SIX FLAGS ENTERTAINMENT . 3 _ = IIAiI py 11 3/4" a� D ° V, ' �.`l 311 411 3 1/2" OPENING PROJECT LOCATION: Qt1EENSBURY, NY , ND .....a.._._..... ® J !1 i All LIFTING MECHANISM WITH SHEET TITLE: .. SOURCE: 1/4" SUPPORT PLATE o. REINFORCED COMPOSITE o D° D BILCO TYPE "TER" DOUR WELDED TO FRAME SEE MANUFACTURER'S INSTALLATION STANDARD SIZES: TUBES & ELECTRO-COATED o' INSTRUCTIONS FOR APPROPRIATE HOLE SIZE TO 24"X24" COMPRESSION SPRINGS' SECTION �......... � _:... STANDARD POOL DETAILS - D U BE DRILLED. RUNGS ARE DESIGNED TO BE 30"X3011 HAMMER DRIVEN INTO PLACE FOR A FRICTION FIT. 36"X30" 2'-0" TYP --,V i 2'-0" TYP U 3611X36" _ SCALE: °0 42"X42" —i _ AS NOTED a� 0 SURGE TANK SERVICE ACCESS RUNG SURGE TANK ACCESS HATCH DETAIL ® 4 REINFORCING AT VESSEL OPENINGS n f-011 u _, �� r ❑ — 1 u n n SCALE: NON.. .. ..... PRO�TECT O N SCALE: 1 1/2' = 1 (1 1 �� 17 ) SCALE: 1/2" - 1 -0 (11" X 17 ) E NUMBER 34218 21 S 7, SHEET V' NUMBER 2u uU Is„, 6it,)r?,” ,a ",rrp �,� tads,) ii is':a:,,,,,Al".—, , 7;, .oy s), s :»3 '^:'IadY 1l , > `t (<`/'P ry t 7 ,a, ,,a _ -fr, t L'>�'jf.,^Ff, s '1-:idn .f£ t.zi at _ err,8P s.r, }7 -- � _ 1 gi p' fi [iP g t \, s ''b#ft vtd adt;/ S }. 's„f,' '' ,=y,;•tis u D F, rc i xi a- S ',r`i h A40,[ 5ss,ra} -1. '11 I 'I' E /000 4 R EAT ,f " I %..) 1,i ; t d E.a > 0 ', tltkS d Yti)U* & „ • #aP Ev ,> Fa P'r.t>' y'fiGl s.a 1 ),aa ;.; ,, ;'tt:'W,., r L ColA8 dnF�CtiU •u;q7( I d `^` - T ESU" APE � ' S ' LA' HWATERr' \" 1: NU' L") 0M j . _ _ P P H 8, `14ird17 EW r, 1 �;tt; yg k _ X1441. ' lylfl <atvr,, y a t frf,; _ \ - 11L Gt,t ,r ;t�.:} �'�.y,�,X� '<,�fng:•.ius:S lA,b'tl! t' : f/7 ,r I \ q\ !a � d :�e) t- r , X A )w .J �� ,, 1�'�3416A Pt5r ki,to �d t �i}Id LJ�pook't , ii - - - 5' � � �`j { < r :AI. f Pir{i,3£X347taiS 1 h�,,,t J- _ \. ,1 ILti1 f ... .—...1.-.1. � � - i I I 4> FL d/ . LI - - Cd' f 1'4' - , l J t ' eI x s ''e Y i, i��)te11 ),li} yr \. >4 p .,f, LS< ! d t fV ,7' , SJJJJpp�tslcz,,, ' � ,- P &� Y,rltis) s`.'t §�- 1. ; P� _ - BONZAi - r"�l•a.y,�J t `�y '1i 2 IF Jr3 u r 4' dG�.4x <Y _ _ j _x '1'� `°' f ,F•,:t r = of ( A:' C.r:rlls3il;aa . - °�'.; Y # %”, ? TUt�SI' FP`�,Y k>:/ �A�{ _ ,Af? - S I Lyy i'S(' 4SfS f fiat), 7? , - '`,\. ��; .,1L .°�C)64,1V^ - a Y""z IL ! jkwarr, F `LOCATION: !'f� 1�( 1. .., 't t dfi,-tsJ ® I N" E i EEOrt t,xs'f.:£t Wn Y'' ,i '� j rt dpi# 'S, - ' E..,.N,",,�% d x, j 17 � k �Y , aYE<Ap \ ",f l 4 Izt9 T rt,. WATERbLIDE EAF A 4� 10NNM!',iUtr R .,, LI}5 311, I l {'' ALPI 1 �" 5 f,4 ,895 IIa' °�i;.� }r otf`'., ! - _ �� #43 r,}taon i e �11 ?r°P e3rEi ri , UR �,, II Id r CI ' 4," -_ I. g 4k I A 72 U kJ a RO ' ' TE 9 - Q " " EENSB1 - : � il -%"-�. k\� "T � '! ,,,,, y NEW \110R114z\ F�71, SCALE: N.T.S. "ALPINE FREEFALLS" EXPANSION - DRAWING: DRAWING TITLE SHEET: l COVER COVER 1 OF 9 1 . COMP COMPLIANCE' LETTER & PB. RESOLUTIONS 2 OF 10 ,,, -_ __— ---- 4 £ E v _ - rd C1 EXISTING CONDITIONS 3 OF 10 E - \,. , .y,.-�, ' , ..._.. r '"''..it I : �� �E `_. _, ..,, ` (,I IC2 DEMOLITION PLAN 4 OF 10 l ," i ' `i "- _.-.11 _„' C3 PROPOSED DEVELOPMENT 5 OF 10 I ..,d.....: . .... . w ”~ ' . :,, , `, _ ., • ''t..y/'.., " , ,; 1 �_:.;,} � C4 "PERMEABILITY" COVERAGE PLAN 6 OF 10 l . 1. ,` A 11/ , i-._ ;:gr ,"0�rN - 3 C5 LANDSCAPING PLAN 7 OF 10 l f �"' =s .11" 1. ,J .11 11 OM1% F >'" D1 ELEVATION 8c SIMILAR RIDE PHOTOS 8 OF 10 - c� , , ;t « .. ' f' ," `,r° 4`i;> PIsOJECT LOCATION F `�� „^ �" r, D2 SITE DETAIL 9 OF 10 l d ��.'� ,,,,, `:,r.....;. . }: „ t EROS & `I . 1 �e° ' s TROL DETAILS `' I ;` "\,o§ 't ,' \ fI. ," ,; i r `\<% d YF :f EC1 ION SEDIMENT CON 10 OF 10 T3, f \ � t'` bo, A�I t ,f/ r.p N f r I,'t -I -.'w, ' I2 ` ,' f I , "4 ,;,Y<4„ /j,:"s y€pil i , �.<} b'\ .\` .///,. .�°r p< f 0 ''CY 1 -rrj'�1,,�11'[kx...r .,.R. tI 's f,i i ` €€i °£ j ". ��.��s,'�/ f` j'� Fr ;s s` ''�'ZC % * µ ., " ., i - t-.e „k',.i., ,ta t ,,<'a /''s° /'..� f s' •- aaaa ryaaaaaaae” e'; % i - {' '<' /:'/< <e `1 '. a i 1 i ✓" •,, ,,`t 1 aya`a 9+tr+r arx r„ .a, - ), DESPERADO PLUFt i lr f �# `r � t i \, f �f/ ! ,` ti �r f j ? ' 'a4a111�,aaaera� ®asa®aar.rra®a +�a�a,, t \w _ a a 1/�BUILDING /I \%'\ I �/ ��i \,,` r,,, � 3 "' ...,_.._.- ".,_. . _ aa'`r°oil'�PLA`aHNAT�R• I f < /j j <� ': j /:\' ,'/ i ase ,/ +�' JAR 4 �. i _. .- TOWN OF QUEENSIBURY ',,,\ fl#;_ �n` ``'` ;t 11}�,�' i>e j s` {€,: yyA1dE PCPt}L pi Ki, `' t"p, �y, id n./ � 9 ."r' k 1. \:.'i'• \ •'\ ., r'" P ='i 'd' - k, q _ t ,� ;° i SAL � � % 15C I MARS 'r m /, '" - r n rvw / ,Y µ' ' ' } �.,. ,,E \ \`�, ,. REViEWEI)E3Y --. A� ?,,r max. lI 1; \ .''f t , \ /:, \, a rl cs, °� \'�'\' ( /' - ,r"✓; .�' .,k ,., /° Cta "1: �, 'a E \ .�a„=�,{.,.<,.�ssuo-aaIro^'^ . % _ ` •.� _ �`.4" \� GATE �, EXISTING OBJECTS BY OTHERS: �e�tjeS',' djY i '\ \, \�'� d s`{s' i i'' >wi f •' •°•� 7+,\.,,4 .," 'k , ,.\ \t [ry. .,\`'•t > r �'�' °+.3J tib✓ - - _ ,h ``tl .// 'S •t `e,� `t `,\ I 6 ,t A �\`, 'tY ,.} i„n"V { !'� ��Ap��Ap 'R'C� Y _ G'Gt > k a 'i .I :ft, \ '9%`'''• E iJ®IYIIYIEN 1 R7a-.w - -- - P <` \ r`- �. f` 4ht'' �, < Ley a fin {S�, �� ,, �`�.� ,} ia+ r" `\ _ ` ti,. "} 'r•` \.� .'� _ \ '•� �' `�' ;._�`/ `'�'�, � - PROPOSED OBJECTS IN THIS DESIGN: _ - % .wa/' " -°b{"py-/,x„- �i,A ✓. \. � d t, .�\.�,'`.,`i "",e , .,\d ,,✓.''� S`i 1 \i >. ,.. ) C' 1 ' - - _ ' �`` NH'iY,`t��j,�`d' < �` \ ,ttf¢,; �\ 1``'V .'"%7- 1 "i ,t""II,'�, '7 - _ ,,, ' �` �` ' �'``( i R: "" "tom �', ,; g `t`r '. EXISTING ADJACENT PROPERTY. LINES: . - ,"'r y: . y, ^H,. -'` X14 3',i, >;, t t.• �"i:, �CT +\ r• , . . I t s� ti' I'' „ 1, I % ppccxu ry 2 All .,<,�, /,. .. , : i14'.ii W VMSS15!°f S•• ./\ �d ��JyJ' !,< E{ : '`.@,�.... '' #< - .. - _ �CY y \�> " r �,t' (� ' "e` I I' h ` s EXIS>-ING PROPERTY LINES OF SITE: 5' �' f VtP+.,.11 Fw �,.I� ,/rn s**,, k '} ,S.p't a>!rF{'.t€ 'L `\\ \8 w;':^�' t x ,)f I t� `,,` E S l r' \7.'n, E tR di, I d i j ' TH rd r ELE}DS, i � �,� i, *;'-,e ;� ,1 t -f \i r t`P )> ? P { -, ye / n f l `II 4j I > \/ /y }! „ /' S g t: - -� iI LN S: a t EXISTI G MAJOR CONTOUR I E ' i X- N „ > • 44 f' �yr�$�'_; ✓ .,\ '. ,x , t t .Fr , _>,fi,„, \' 1. S, rrr%, -I_.. ` .r� s` 1, I ,�y s 7i f... AS �i}� Q „ 1 , y r? S,`> ;; >' ;'- pp{ \”' "', � / :f , :;l , ;'"ti., 11 a EXISTING MINOR CONTOUR LINES: _ 1Y. .�. 't `;is,`' a�, �,? 's dr�i,,,, sY, S l UEAC 4 Ls Yi`\ i t,' •cE?tt:'-• ';;>� ° a I t" 'I - _ . - 11 % O n CASTLE A, t v e., �. \t. r," r r i. 4 ✓` ; i` PROPOSED MAJOR CONTOUR LINES: c % f+lra Marc '' °�: '' r`I`. \`. t�:i'�t, 1, I - , y_s,cc��,, , k ,'?. / , ? t r r, ti;'.pry� $ ,.P,41 TY.Fa,...,r'' 1'' S r. - tC - �," \ ?`' t'°, ,e ': i� t y ti Yy:,q,�W,'lx -; g' :t, / ..(,, ....,. tSCTtn "P,.,i�' ,". ¢ �( - , ,,"\. \✓ ,t ` ; ;,. /-f Fes. i "8,°, r cE i. .r "!. I PROP VEGETATION: \ Fi s° _ w{„': i3, t,, %.. 3 �` O tj ” �3 i,, "L,4 \, I 1\ PY yp A:'� T t g i3„J�e A. R:t4i4!id. � "d 4 `''�:` .i 'a f'LAS�iWA E ,. \ , \ , % ^{ :' tYii7CFI d{ ;yvdpj.0 , ,'; i. AFA 4i�i' y :,”`. .. ✓ --.,—�,--- —'/—'✓--` v i '� \ ,� , -7 F'r:r s r , E,` I,.. :sura EX N �� , o v':& cAKES7\ ,. .I , y __�- �-'�'" VEG STATI O / E r "i `.4 t r t. �Crad' ..,. 1 '' '., r.,',yY6DE0 - ,Z } `\,� _ 1 £ r f '_ . . . . - i '. .z , ,.< , ,P F. .. t y t {{ gg /x... .g p z d K ...:! fY s .. H 4' %'\W ,. - \\ /, .. .. £D Ca Rpt , f' f . F , z. „ , r f i3 �A zcAa d E '` FLOW PATH: _' %% _:. :'_.,. sr Ara i ,�. �• i (' , y' { 1NTEFaNalllCsPfAcr ,:1' i i\ GfM A /'`'E / �a.,s:s i'tt Iii€ !" ;,a drj /, /,3,', "�.% < j ,Z a 4tILLAfiaE ,`, .\, s f fd }, ."§ --, Br t t •a - ) .• _ - - :.. ry> ,, sr} 1,4 ,,i', , ..".., I l ',,. k ,, d.% SUBCATC'HMENT; SUB r�} i f r URY - G°A7' /d' r ?�' / %rY ) ..,�;';" s.'�„ <,4 ,r ,i :-I k 'i e _ .. UEENSB - 'qua /- v t, raT a WN OF Q D '' ttt' r I., r y, .; T 14w\L X70 - .,:«. < '; r...sr ,,'" , ,' .. i 1 MEN ata cR � PHOTO/— ,k � ,mac `���� rx Fx,. ,' �` `t �:,'; � ,� NG DEPAR T H' r a ,` t', " DI , f, :, a <. BUIL . ,, ; 7 W W ' Exp UTWE AP aAEW.,... . '' ;s I - W TER LINE: ✓ :`s compliance A ;j ;CH ,_ ,` com ,11 ,, tray I �d ination TCPf s i j6' \'',''/ ,i 1 \ :` > I 'a'a / n our limited exam s p ,\, 4\, 114kE a \,, '';: s � " ,, ,Y : .' } /' Based o e construed as - I /: Ir ?�` <�. $',''' r' 's � ; �^ t .;:.,,,' r ants shall not b - c\ \, 11 :,; > � s{7 with our comm . — — — — — �. — 4 _. ` ">j x�>` i ' :{ : ' , :. ha fans cifiications are ina PHONE LINE. r i �H ��{ PH �" F" ands e t= ,:; s , �\� ";"! ; , ,> indicating t p odes of t, ' '., � 1 ,;% ' `� 9 ,. the Building C , . - \4, < a.a, `' f i >...e r, 4 comp Irance writh e f" 4t % �, _. ' full i,I < cn�r £sirs . . e . „t� State , I aP� aariaa°s ,° \s .g M. ..',:w;>: N Yo , ,. E7, BER PTIC :�\"\'� ,: PazZlt ./' to '� >�' 4f ✓ ;f 11� `\ e. , '_> , ;'' � /, r �Iot JI I'll -; = EMPT CONDUIT:. LD . . / \ t, ;..: /� /' ra / { `t ' — v „!� " ; :11Tofflal � z , .�U SANITARY FORCE MAIN: f.q FI i 4 .5' '4;. SY`i - ={ yv j Y 1' r "3�"�,' .,M' 9 r'}1' ., 1 a �✓< 11 `t >� •'� 'd' /'' d'-- S '� 9 u - f \' a f I '�ai�. I iia �O „.� ;/ // r, ! /' ;, ;, eAv TaMara - "- WALKWAY. PITCH%SLOPE. �� REVISION INDICATOR: / / e.r' .� �f ,<`,,,;,; ? r A1AGE GATE r % r S eA :a � '/ a „ ' /.:" ,:,;'''' ''k. < t; /r ItiQ,{;,, TEST HOLE: TP <<, ' / % SUB—CATCHMENT I ./ I / \\ x ` %;f%' ,�" I" '��0; �� a� `•�.�� PERCOLATION TEST: PT INDICATOR: _ 11 { ,, . , , \, .- - \, ,"xI �- ,,/�,-I, : , � / ti .. r..� uKD,...., � -. - BORING: B POND INDICATOR: 1P I - ">, d r.",,�, \`\ "', a -- . , . , �� ....... I : , , , , %. 1�11, . t ., 11 � it ,f, / , ,y„ -2 MONITORING WELL: MW REACH INDICATOR: 1R . . - °,: '` „ ' r; 288.20-1 0 .1. , / „ I. ::>E , =3 I„ ,. P CC-000096-2017 . NOTE 11 Grea$ Escape Theme Park NOTE REFERENCE TAG: /NOTE: G-1 1172 State Route 9 \ C1 --�- —SEE DRAWING I FOR NOTE - PARK OVERVIEW MAP � � I Comm. Alt. (Bonzai Pipelines 4000 s.f. - i (9!:i—SEE DETAIL #1�1 SCALE: N.T.S. DETAIL REFERENCE TAG: — . __ - _-._>w,,._ _— DRAWING # FOR DETAIL Y r� �I W;� 11 t € -- r . .7 ' 8� t F F, 0 SECTION CUT DIRECTION : BAR 14 2017 I q SECTION LETTER i __ __ _ SECTION REFERENCE TAG: k - TfD! ,IIZia it,JE:II'°I� bRJ '{ D1 SEE DRAWING # BUILDING DING F� CODES — .. - — ... _.,_...-- FOR SECTION - i_ �� .- . � ,-� ;,. ,� r ' I I I �. . - I I. ,� �,. , � I� I �. , , ,/ �: , "/�"� T 1\if � 1- I - - ," 11 '' ', JARRETT Zngz'neers PLLU lNe r',�i 1, � ` �Z ; , e, -�', A I , . � ,,,, -�,` � " I — " " ' , � " . I I , - �z I-- I ,��, . , - 4 �1 . 'r I - - , I � I 11� R - - i - ,, " I. � i � I - - 11 I - !� 11 �, , 1 'j - 1% -�� , . c, 1� � �, 111kItt �� 'A ' - .� - .� , - A I I I t -, , � 11 tiQkJ4 I 11 -��_ f - ,�,� - 11 '' - I , � -1 �'ji 'k-'�/l � -� , I '' A 2 �1111'�, I �111�i , ,� 'I I . 111" , � . . I , I - , : # 1 , � , " , 4 1N ), 'i � " , I , , ,� " I I � . - . 1 - "I I rzJ � EA.) -- - �� - - - , -1 - 1 � "�, A . . °`- '>. - I -I � fi,'-',� " „ - „ . I a ,i- , ”, - � �' , Civil nc zr on enter n lneerin , � '(,"if'Z':,' r- "':y M�"a w' ` _ ,d;:If --,,� I12 EAS T WAS H I N GTO N STREET PHONE: (518) 7922907 /so/2o�7 0 ISSUED FOR CONSTRUCTION :,,x µz _ ,..� ._.. _ W-..... __._ 4 --,�' I :' . 1- 1 – I - ...:, GLENS FALLS, N.Y. PRO # 01 054 57 FAX: (518) 798 1864 12/15/2016 0 SUBMITTED TO TOWN OF QUEENSBURY FOR SITE PLAN REVIEW LAN REVIEW � .11 . 1 1 7 . ._...... _. ...W . .. "' -1-1-1--l-1-1-1 _ .. I ! - DATE REV # : ISSUED/ REVISIONS I SUBSURFACE lNVESTIGAT _.. TION: PERFORMED BY JE ON 12/07/ 11 GENERAL NOTES: G-1 ) SURVEY & MAP INFORMATION PROVIDED BY BOLSTER AND ASSOCIATES PROFESSIONAL LAND TEST PIT #01-054.36 11120701 SURVEYORS. MAP ENTITLED: "MAP OF A TOPOGRAPHIC SURVEY MADE FOR .GREAT ESCAPE SIX FLAGS". 0 — 2" SAND SILT TOPSOIL 84" BROWN FINE MEDIUM SAND W/ SOME SILT (FILL) DATED: 10/12/2011 2 \ �\ CATERING / \tea \ 84" BOTTOM OF HOLE \ PAVILION \ \ G=2) SIX FLAGS PARK MAP BASED ON THOMPSON & FLEMING, LAND SURVEYORS, P.C. SURVEY STORMVIATER BASIN INFORMATION PROVIDED TO JARRETT ENGINEERS, PLLC BY THE LA GROUP. \, `\ NO MOTTLING OR EVIDENCE OF HIGH GROUND WATER 50'± x 25'± x "12" DEEP _ \ G-3) SITE PLAN IS FOR "PROJECT AREA" RELATED TO THE PROPOSED 'BONZAI PIPELINES' (EXPANSION TEST PIT #01-054,36 111207 02 = \ TRACE SAND SILT TOPSOIL OF THE ALPINE FREEFALLS WATER SLIDES) ONLY. N \ ✓ \, 0 — 96" BROWN FINE TO MEDIUM SAND W/ SOME SILT (FILL) �1 �\ '`�� G-4 RIDE DESIGN + FOUNDATION DESIGN BY OTHERS. 96 BOTTOM OF HOLE w \. STORMWATER BASIN \ ``v 13' x 38' 6 DEEP G-5) CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO .CONSTRUCTION, CONTACT DIG SAFELY NEW x NO MOTTLING OR EVIDENCE OF HIGH GROUND WATER `\ y� \, \- YORK (1 -800-962-7962) AND RECORD FILE # VERIFY BUILDING CONNECTIONS, LOCATION AND ELEVATION, PRIOR TO INITIATING CONSTRUCTION; -CONFLICTS OR DISCREPANCIES SHALL BE REPORTED TO TEST PIT #O1-054.36 111207 03 0 — 1- TOPSOIL + MULCH (LANDSCAPED AREA) THE OWNER OR ENGINEER IMMEDIATELY. .NOTIFY ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE NOT AS 4 — 90" BROWN FINE_ TO MEDIUM SAND W/ SOME SILT (FILL) INDICATED. 90BOTTOM OF HOLE SUBSURFACE INVESTIGATION: 5 PERFORMED BY JE ON 10 13/ 11 = ~ \ NO MOTTLING OR EVIDENCE OF HIGH GROUND WATER / PERCOLATION TEST # 01054.36-111013-01 RESTROOM \\•\ \� \ ' \ i /. �:� \ TEST DEPTH: 16" TEST: 8" / SOIL: LIGHT BROWN VERY FINE TO FINE SAND, WITH SOME SILT ELECTRIC TP 01 .054:3.6 .1 1 1207 ,01 \ \\ \\ �\ \ ( \ �\ \\ STABILIZED PERCOLATION RATE OF 2 MINUTES 55 SECONDS: \ BUILDING ° PERCOLATION TEST # 01054.36-111013-02 \ TEST DEPTH: 17" TEST: 10" i f , SOIL: LIGHT BROWN VERY FINE TO FINE SAND WITH TRACE MED SAND SOME SILT STABILIZED PERCOLATION RATE OF 1 MINUTES 29 SECONDS. PERCOLATION TEST # 01054.36-111013-03 TEST DEPTH: 17" TEST: 9" ` I ,� \\ \ \� \\ \ SOIL: LIGHT BROWN VERY FINE TO FINE S COMAND : WITH SOME MED SAND + SILT (WELL GRADED) \ ', < ET ROLLER COTER , \\ �� \ ` STABILIZED PERCOLATION RATE OF 7 MINUTES '' 23 'SECONDS. �£\ EXISTING 6' HIGH \, \•\ \ \ PERCOLATION TEST # 01054.36-111013-04 PT 01054.36=1 110,13. 01, \\ 2 ' \ \ \ DECORATIVE PICKET FENCE ® � \� \, \ �\ O \\� \\ TEST DEPTH: 18" �., TEST: 10 O \ \�\ \ \ \ SOIL: LIGHT BROWN VERY FINE TO FINE SAND : WITH SOME MED SAND \ +► \ `J \f1 �, `�\ \ j o \ \�� \• �; \ STABILIZED PERCOLATION RATE OF 3 MINUTES 20 SECONDS. \ \ \ \ `j C \ \ -054:36 1 1 1207 03 \�� ,\ \ \ �\_, EXISTING STORMWAT R WAVEPOOL �► \ �,. = r \ \\ E BASIN \i PUMPHOUSE \ \\ �. PT 01"05� 36 1 1 1013-02 a\\3\ \\ �- \MAT \O RAGE ALPINE FREEFALLS RIDE SIGN 25 \\=; "... •Y,\�-fly\ \`\� I ati`\,)J \ �o 0\\\~ \ \`\ - \\ DECORATIVE PICKET FENCE \ \ ' fi \o � \ `'\ \ �\'� SCJ\ ..; \� \\ \\o �\ •� \ •\ , \ EXISTING RETAINING WALL `\� j J � 0 /, \ zjP.:_c#.' 01 =05.4:36 1 1:.1207 :02` ;\ \\\ \ STONE FILLED TRENCH WAVE POOL 1\° ,3 ,\ ° ��•�\ ` �\ \ o \ \ \ \ FT ># :>01054:36­111013 03 o \ EXISTING SPLASH PADS- � � \\�_ \� \• ��\ -�� >\ %, ,\ \\` '\ •���\\ \�\ \\\ \ \ •\ , \ 11 \ \ \O \\\ \ EXI-TING ROPE + NET FENCING � �o / \\ \� `sNt =,r, \\� � �,\ � \ \\`z ° � \\` \`�\ - •� \\\ \` _ CONCRETE PUMP VAULT WITH FENCE �' } \\ �\ EASTING CONDITIONS [Fill LUMBERJACK SCALE: SEE GRAPHIC SCALE GRILL GRAPHIC SCALE \ O\-I \ /o \ \ \\ \ o \ \ \ 20' 0 10' 20' 40' 0 ,'t Y T-,j' RUOTIOA (IN FEET) WAI_I,WAY - 1 101 ,E \\\ \FT # :01.054,36 1 '�04 \\ 1/30/2017 Al ISSUED FOR CONSTRUCTION 12/15/2016 \ = SUBMITTED TO TOWN OF QUEENSBURY FOR SITE PLAN REVIEW DATE REV # ISSUED / REVISIONS \ \ \ DRAWING: EXISTING CONDITIONSc 1 �.. �. — �,. � �. • t2 �.w._.. ._�. ...._._......... .......... rte. , \` \` : . IIRONZAI PIPELINES" � \ "ALPINE FREEFALLS" WATERSLIDE EXPANSION THE GREAT ESCAPE & SPLASHWATER KINGDOM 1172 ROUTE 9 - QUEENSBURY, NEW YORK '17 Pnrvtneers Civil & Environmental Engineering H. THOMAS JARRETT P.E. # 57509 12 EAST WASHINGTON STREET GLENS FALLS, N.Y. - COPYRIGHT©2016 PHONE: (518) 792-2907 ONLY COPIES OF THIS DRAWING WITH A ` BLUE SEAL SHALL BE CONSIDERED TRUE NOVEMBER 2016 PRO #: 01-054.57 SHEET: 3 OF 10 AND VALID ' ALTERATION OF THIS DOCUMENT EXCEPT BASESHEET: 22 x 34 PLOTTED/REVISED: 1/30/16 11:00 AM • f BYA LICENSED ENGINEER IS UNLAWFUL. \ NOTES: �R D-1) EXISTING UNDERGROUND UTILITIES TO,, BE LOCATED AND PROTECTED/RELOCATED DURING WATERSLIDE CONSTRUCTION. D-2) ALL CONSTRUCTION AND DEMOLITION 'DEBRIS TO BE DISPOSED OF OFF SITE AT A ` LICENSED FACILITY OR IN A MANOR IN .COMPLIANCE WITH NYSDEC REQUIREMENTS THAT ALLOWS FOR ON—SITE DISPOSAL OR REUSE. / CATERING N / \ PAVILLION D-3) ALL SOLID WASTE TO BE COLLECTED AND DISPOSED OF AT A LICENSED OFF SITE v \ \ \� �` SOLID WASTE FACILITY W G-� RESTROOMS \, \ _ \ -J\\ \\ \ \ .. ,r,tr•li�>'f.r;�. f71j, \7J ... fj L'l -'\ � \ � '\�- \ \ "\\ \\'\ _ COMET ROLLERjj " \ COASTER \ \\\ SAW CUT AND REMOVE p \?O �� \\ \ti __, t \rJ_ \>\ \"-\ )� �° \° 0 EXISTING CONCRETE DECK \ \ \ \` \ / f EXISTING VEGETATION & BOULDERS TO BE REMOVED \.\ ° I w Z�� J\ r 4 v \O \ \ \ EXISTING RETAINING WALL \ .\ TO BE REMOVED 2i' / as . , <J. \,r \`\ 0 WAVEPOOL - \\ \ _Irks'.: ,•� .�,,^ ;r., \ \ \ G \\ ��\ \\\ � \ \ EXISTING WATER FIXTURES TO BE REMOVED EXISTING FENCE LINE TO BE REMOVED \ \\ \ PROPOSED PROJECT LIMITS AREA: 7,100± SF TOTAL 21 LUMBERJACK GRILL DEMOLITION PLAN EXISTING VEGETATION \ \ \` \ ° \ \' SCALE: SEE GRAPHIC SCALE TO BE REMOVEDrVA - r1i , . � N �' Svc ''a• a r` - _ ;; GRAPHIC SCALE REMOVE EXISTING /\ \ S \\ \\\,. \ x. U , SECTION OF FENCE 20 0 10' 20 40 S _._. _.__ .._... __. _.,_.... ..... ..... _.,.... .. _. _-.. ... ... ..._... (IN FEET) 1/30/2017 \ ISSUED FOR CONSTRUCTION 12/15/2016 \A SUBMITTED TO TOWN OF QUEENSBURY FOR SITE PLAN REVIEW \ \\ =s _... . ... ....... J _ "r.,a;.�=��;,"{_,, DATE REV # ISSUED / REVISIONS 4DRAW_IN_Gw_: DEMOLITION � , f - - _ 2' -'"_"ice✓ \\ \ - i _ IIBONZAI PIPELINES" "ALPINE FREEFALLS" WATERSLIDE EXPANSION THE GREAT ESCAPE & SPLASHWATER KINGDOM 1172 ROUTE 9 - QUEENSBURY, NEW YORK JANpneersPLLC LEGEND CREi i Civil & Environmental EngineeringM H, THOMAS JARRETT OBJECTS TO REMAIN: P.E. # 57509 12 EAST WASHINGTON STREET GLENS FALLS, N.Y. M OBJECTS (IN BOLD) COPYRIGHT©200 _ PHONE: (518) 792-2907TO BE R ' ONLY COPIES OF THIS DRAWING WITH A BLUE SEAL SHALL BE CONSIDERED TRUE NOVEMBER 2016 PRO #: 01-054.57 SHEET: 4 OF 10 AND VALID " PLOTTED/REVISED: 1/30/10 11: ALTERATION OF THIS DOCUMENT EXCEPT BASESHEET: 22 x 34 00 AM BYA LICENSED ENGINEER IS UNLAWFUL, __ ............. ...... .. ... ., -, -. .._ - .,...:,..,.,....._., ......_._-__-_ / \ QUEENSBURY SITE AND ZONING REQUIREMENTS OWNER GREAT ESCAPE & SPLASHWATER KINGDOM \ =\ TAX # 288.20-1 —20 &P \\\ ZONING CATERING �f / RC (RECREATIONAL COMMERCIAL) \\ / PAVILLION \ \ / `� DESIGNATION LOT AREA 237.6± AC l \\ REGULATION REQUIRED EXISTING , PROPOSED MINIMUM LOT SIZE (AC) 15,000 SF 237.6 AC 237.6 AC MINIMUM LOT WIDTH (FT) 75 FT N/A N/A 1 MINIMUM ROAD FRONTAGE (FT) 75 FT N/A N/A l RESTR\MS ' .� �\ \, \ `\-\ MINIMUM DEPTH (FT) N/A N/A N/A WATER FRONTAGE (FT) 200 FT N/A N/A AREA FOR CLUSTERING (A\ N/A N/A N/A \ . SETBACKS \ \ t 1000'± . ROUND POND 985'± ROUND POND FRONT 1 (FT) 30 FT ROAD ROAD FRONT 2 (F\ 20 FT 1350'± ROUTE 9 1.340'± ROUTE 9 l SIDE 1 (FT) 20 FT 555 ± 555 ± \ c�, COMET ROLLER � \ REAR 1 (FT) 20 FT 315'± 315'± COASTER \\\\ c \ \ \\ STRUCTURES-`\...ate\. \,\ EX. STRUCTURE 68'± 7r�\ \; \\\ ;` J ` \ '\ \� \ \ \. HEIGHT MAX.) (F\ TR75TFTE STRUCTURE 68'± \ , \ NEW EXPANSION 36 _ (PER FGEIS) 30% 60.7% 50.1 PERCENT OF LOT PERMEABLE \ \_ O \ \ \ \ (PROJECT AREA) / \ 7 _ l\ t F \\ o \ \\\ \ \ \ \\ PERCENT OF LOT PERMEABLE \ ° \\\ \ \ (PARCEL) 30% 85.17% 85.17 NO. OF PARKING SPACES NO NEW PARKING REQUIRED FOR THIS FACILITY ID 41* �\ ELEVATED PLATFORM: PROPOSEDSTART DECK/TUBS (ATTACHED TO EXISTING SLIDE TOWER) PROPOSED WATER SLIDES (2) �,O �\ �, \\:\ ,� v;\ �s �� \°\ \\�\ ~\\ O \ \ \ \ \ (DESIGN BY OTHERS) \ \ \\ \ \. \ \ ° O / ` � CJS j �, z- \\- \ `\o\ �c\\\c l'•=\ ,` \\ `\ \ \ `\ \\'J PR®POSED WALKWAY 8 ° \ \`, \\\\ - ' _ \ ;�� & RUN OUT SPLASH O ZONE (450± SF) WA 1EPOOL PROPOSED FLOW PATH \,x�. \i'\ \ \\ PROPOSED RETAINING WALL \ (TO DE SET ON EDGE OF EXISTING \ WAVEPOOL DECK) PROPOSED 4' BOLLARD, ROPE 5 ` \ ,\ & NET BARRIER f . W D NEW IMPERVIOUS COVER PROPOSED PROJECT LIMITS \ \k r \ \ PROPOSED SPLASH PAD 450 SF AREA: 7,100± SF TOTAL �\ \ G\ PROPOSED STAIRS & WALKWAY 430 SF IMPERVIOUS COVER TO BE 6T REMOVED 130 SF LUMBERJACK + \ \ f {T \ \ \ NET IMPERVIOUS INCREASE 750 SF PROPOSED 6' WIDE \\ z\ °\ o `\ ,\ `\ *\ STAIRS & WALKWAY \ \\ \\ \ (430± SF) _ \ D2 D2 \ ° \ U F �.,' .w, � ... .•.., .. a se �m � ..wU .aRz,. ..e.3 `\\ L _'✓ \\ \\ \ `� \ ` \ \ - f"T,( O N e j t 1/00/2017 \ ISSUED FOR CONSTRUCTIONPEI 12/15/2016 \A _ SUBMITTED TO TOWN OF QUEENSBURY FOR SITE PLAN REVIEW PROPOSED DEVELOPMENT DATE REV ISSUED REVISIONS -. /.. ....... DRAWING. #,< SCALE: SEE GRAPHIC SCALE f = � PROPOSED DEVELOPMENT C3 GRAPHIC SCALE c% TONZAI PIPELINES 20 0 10 20 40 \\, s \ ALPINE FREEFALLS WATERSLIDE EXPANSION (IN FEET) �> \ \ \ \ THE GREAT ESCAPE & SPLASHWATER KINGDOM , 1172 ROUTE 9 - QUEENSBURY, NEW YORK 4A` it - JAXX En, Civil & Environmental Engineering I H. THOMAS JARRETT P.E. # 57509 12 EAST WASHINGTON STREET GLENS FALLS, N.Y. : : . ul = COPYRIGHT©2016 PHQNE: (518) 792-2907 e\3 > . .. , LY COPIES OF THIS DRAWING BLUE NOVEMBER 2016 PRO #: 01-054.57 SHEET: 5 OF 10 BLUE SEAL SHALL BE CONSIDERED TRUE AND VALID ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED ENGINEER IS UNLAWFUL. BASESHEET:22 X 34 PLOTTED/REVISED: 1/30/16 11:00 AM _. I \\ CATERING \ / PAVILLION w RESTROOMS COMET ROLLER COASTER \ Y °\\ \ \ \ \ \\ \ \ \ \\ O EXISTING IMPERVIOUS COVER `\ \\\\,o .,.. .. �r \\\ �\�\� . �`\� -, ��\_YJ-� \� ( _ ��\ ,,..� �\ \z'\�� � 0 - / REMAIN (1,890± SF) \ Z­!- TOv \ oma. - � A `.\ \", d \\ EXISTING CONCRETE DECK �° °``\ \ \ /� \\ TO BE REMOVED (130± SF) �\ \ z cv �, \\ \\ �\ �J C� \ \ \ \ \ \ / PROPOSED IMPERVIOUS COVER \ °\ �' �r C \ \ ., \ \�\ \�`\ °v \ / \ (SLIDE RUNOUTS 450± SF) WAVEPOOL EXISTING RETAINING WALL TO BE REMOVED (160± SF) EXISTING IMPERVIOUS COVER TO REMAIN (740± SF) PROPOSED PERMEABLE COVER .`\ \, (3,720± SF) \\\ ' \ \ i \\ a PROPOSED IMPERVIOUS COVER �/ \\ r, (STAIRS & WALKWAY 430± SF) PERM EABIL17Y' COVERAG E PLAN LUMBERJACK Al GRIL SCALE: SEE GRAPHIC SCALE \ 1c 0 ,r TT 01 ) , I N6 .. �r, , . GRAPHIC SCALE 20' 0 10' 20' 40' \ \`/\\ 1 ISSUED FOR CONSTRUCTION IN FEET \ r \ 1/30/2017 ( ) \ � \ � \ F� 12/15/2016 \A SUBMITTED TO TOWN OF QUEENSBURY FOR SITE PLAN REVIEW DATE REV # : ISSUED / REVISIONS DRAWING: "PERMEABILITY" COVERAGE PLANC 4 .° 11130NZAI PIPELINES" "ALPINE FREEFALLS" WATERSLIDE EXPANSION THE GREAT ESCAPE & SPLASHWATER KINGDOM ROUTE1172 9 - QUEENSBURY, NEW YORK JAXrCET T PLLC / ' a A 6J H. THOMAS JAFiRETT Civil 6�6 Environmental Engineering : P.E. # 57509 12 EAST WASHINGTON STREET GLENS FALLS, N.Y. '' COPYRIGHT©2016 PHONE: (518) 792-2907 T i Ma r i r /X/ ONLY COPIES OF THIS DRAWING WITH A -" BLUE SEAL SHALL BE CONSIDERED TRUE NOVEMBER 2016 PRO #: 01-054.57 SHEET: 6 OF 10 , e AND VALID ALTERATION OF THIS DOCUMENT EXCEPTgASESHEET:22 x 34 PLOTTED/REVISED: 1/30/16 11:00 AM BYA LICENSED ENGINEER IS UNLAWFUL. —' IVV VV, \ LA T ULE � \\ _ - \ \ \ COMMON NAME \ \'� E Q =�\ 1CEY l \ � SSHRUBS/GRASSES>'r' �\ \ '\� \ \`\ A VARIGATED DOGWOOD 5± \ REST\OMS ``\ , \ \`� \, B BUTTERFLY BUSH 6± \ \ \ � — _��VVVVC PHLOX MIX AS DESIRED D SHASTA DAISY 10± ,/ \o ° �\ �, '\_ T G CONE ' FLOWER TIKI TORCH 10± \ \ \ '\ \ H CONE FLOWER SUNRISE 5 CONE. FLOWER WHITE SWAN 5 \\ 6± \\ \ \\VV K GRASS :MORNING LIGHT ,l ✓ `„ '� �U�L \ \ \V, GRASS POCUPINE 8± COMET ROLLER \ M GRASS SWITCH 7± COASTER f� / C FERN MIX ROYAL OSTRICH, ,.°�•, ; , \ \ l' � _ \( \ \, , �, \ rte_ \ �` \ - 10_ CHRISTMAS , \—\\ ° \ \ \� \ \\ Q - DAYLILIE MIX AS DESIRED \ \ \ \ \ \ \ c \ ° \\ \ \ �\ �\ O \ ^\ _\_ '\ \ TREES /`V /// .; fi•;" ��'. .. �� - �l _\//\ , �.\, \ �\ 11 .,-• _�\°\ o EXISTING TREES SEE PLAN Y fi\ /3\ ✓ \ r \ \ — r - \ `;. _ --,. _ \ , �� 2 PAPER BIRCH > • ter\ t` / '\/tea \ T`" \ \` ( `��- °• � -\ � \\ \.\ `\ \ - `\, ., \ RIVER BIRCH 3-5 }TV \ 4 WHITE PINE 2-3 r \ T ,�\� ,;; \ �;� `� \° o o \ ��` \, \ 5 HEMLOCK 2-3 \ � J - •^> / \? ,\ 5 6 -/ �,� \`1 \\- �`\\``ate\ \\_ T\\\lit_` . w"«rs \° ° �\ �, \ \\. \� \ - 6 SCOTCH PINE AS DESIRED l \ o \ \ \ \ \ \ l / 4 \\ �; \�\ \\ GROUND COVERS I a f \ = Y ,�� \�° o \ I SWEET WOODRUFF 2 AREAS ` \ \ `` II AJUGA CHOCALATE CHIP 5 AREAS _ / \ "I � s" \\. •i�\�\ \;.� `'\, _ _vim" _�_ ��CZ\� \\� - K ° P` `\\\ ` �r ° \ O \ a ``` \\\ ` III PASCHSANDRA 2 AREAS C VV ZC \ \ C 10 OF OWN AT DIRECTION _ _ \ z \ M 3 � �. \ \ ER ° \ \ Q `� \0 \\ \ RIVER STONE (2"-6"0) �, \ `\\ `\ AT DIRECTION OF OWNER 0 `�•� \�\_o\ \\r ,;•`: \ U '\ RAINGARDEN PLANTINGS AT DIRECTION OF OWNER - \ H Ili ° ^\ r ;�yty \\ � \�` \ = O \ \\,; \,\ \\ GRASS ,GROUND COVER AT DIRECTION OF OWNER :r \ _ \ c \ \ \ \\ \ _7 ���\ �.° \\ \ NOTE: R 1 cG \ \\\ \\ \ PLANT SPECIES IDENTIFIED ABOVE THAT DO NOT OCCUR ON THE QUEENSBURY ZONING CODE PLANT LIST ARE CONSISTENT WITH OTHER PLANTINGS THROUGH OUT ZC ' NAVEPOOL \ `r= '' , \ _\ °\G `\ �; `,\ \ THE PARK. 1l_ 0 o O \ s II \ \ \ A LUMBERJACK .i, `';._" \ \ , \ r ' ° \ \LANDSCAPING PL.AN GRILL S ° SCALE. SEE GRAPHIC SCALE � `+ O o S . > , \ \ `\ GRAPHIC SCALE 20' 0 10' 20' 40' o / \\ (IN FEET) II \ wy \\ I ,res\\ \ \° OAf RUBBER HOSE FRICTION GUARD \. ; F` ;` \\\\ �J\\ s � - ° . . O > � = GUY WIREcity V-I _ TQVI - `\ > CEDAR STAKES S _.. ;� � a ', , Y,'; - t ffi ` . a \ ' 3l9 DIA. x 8f LONG �n \ 3» SHREDDED BARK 97 IR; 3 SHREDDED BARK OR HARDWOOD MULCH 1 E5 OR HARDWOOD MULCH SPACING VARIES , 3 SEE PLANTING PLAN SHREDDED BARK OR HARDWOOD MULCH 2 FINE P / 1 ® - 397 HIGH BERM TO FORM » 3 HIGH BERM TO FORM 30 2017 1 ISSUED FOR CONSTRUCTION_ SAUCER TO CO 0 FOR _ _ ,, SAUCER 0 CONTAIN WATER CER TO THIN WATER / \ - - Au o \ / , \ ' f , i �\ AMENDED PLANTING SOIL, / //, ,, \\%� //' ; _ - _ `i \ \ / \. \ \- T\ \ O SITE PLAN REVIEW i . _ NOF QUEENSBURY FOR / - °x ,�:. �/ \ \ .. \ , \ /' A . SUBMITTED TO TOW ,� ,\ - a �' - 12/15/2016 0 /`./ ` t' / \, 1 � � , �,\. - MIXTURE IN THE FOLLOWING / ��;�{"� \ / / 1C / PLANTING SOIL lm AMENDED ' / r RATIOS BY VOLUME: M x i \ f f\; "�`�` MIXTURE IN THE F EV ISSUED REVISIONS x DTE \. ���\ A ; TIVE TOPSOIL /\ f / 99 � 20 PARTS NATIVE �� , \ \ `\ 9 M N. f U E: �. / \ OS BY VOL M ( ) . � RATI ,� r OST OR - 10 A S COMP '\D AWING: PRT \R \ G 50 L•-:�;;�� DED PLANTIN I- AMEN9// 1 TO SOIL ~4'' / 0 TS NAT VE Py _, 2 PAROM OSTED LEAF LITTER� C P \ OLLOWING Iff" UEINTHEFMIXT R,� `/�� lam/ // �/ \ S COMPOST 010 PAT AINRNifill, r / � /% Y VOLUME: \ \ RATIOS B .. >. . ; • ,.M : :,:C.J ... . ,..._.. ....... ..... .. / :./i. /i;`/�;`:'\ /.•/i --®.- _ COMPOSTED LEAF LITTER /, ' �a � • II II L6" MIN. i \ \` \ \ 20 PARTS NATIVE TOPSOIL BONZAI PIPELINES 97 (MIN.) , \ / \/\ " 12 (MIN.) 6» (MIN.) 6 MIN. '/'``//��'�' '���//\// %�//�/\/\�::!!"<//' 10 PARTS COMPOST OR II COMPOSTED LEAF LITTER ALPINE FREEFALLS WATERSLIDE EXPANSION NOTE• 4 •` It THE GREAT ESCAPE & SPLASHWATER KINGDOM 77 NOTE: 'r , 1 ALL TREES 3 CALIPER AND LARGER SHALL BE STAKED AS SHOWN USING 3 PJ ) � NOTE: BEDS , 79 1 THIS DETAIL SHALL APPLY TO GROUND COVER, PERENNIALS, & ANNUAL . trt YORK STAKES (TREES LESS THAN 3 DBH MAY BE STAKED IF REQUIRED) ) 1172 ROUTE 9 - QUEENSBURY, NEW — -` 1) IN AREAS OF CLAY OR HARDPAN SOILS, SHRUBS SHALL BE PLANTED ABOVE ` � �. GRADE AND PLANTING SOIL MOUNDED AROUND ROOT BALL 2) IN AREAS OF CLAY OR HARDPAN SOILS PERENNIALS SHALL BE PLANTED ABOVE > ;a "= ` ,•: 2) IN AREAS OF CLAY OR HARDPAN SOILS, TREES SHALL BE PLANTED ABOVE Z ' GRADE AND PLANTING SOIL MOUNDED AROUND ROOT BALL GRADE AND PLANTING SOIL MOUNDED AROUND ROOT BALL I H. 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ISSUED 11 � E # ISSREVISIONS DAT .; E REV ::. , W� �; ,':a �a,: � -- .. - .,, a , „ , - „ _, :;'” .. f 1. , n - ,.^ �^� LVA�ION I I 'I-�01�O g $ t I M I F� D , I I _ - }} - _. - ....... .. .... .... . ....... .... . :. ;' 3 I I I I �;, ' a)_ IIB SI° T, HE c ONZAI PIPELINE >x- 2.= : scALE: N.T.s. a` ; FB : z� � '°ALPINE FREEFALLS°' WATERSLIDE EXPANSION ` `{ �'`^�,A ?:? ' ~ THE GREAT ESCAPE & SPLASHWATER KINGDOM ,, t.t 1 :1 w r=>Z eMi b'„ a { UEENSBURY NEW YORK a . 1 Ikm :, � � I , 1172 ROUTE'9 Q µ,_ ,. : _ - _^ , e r _ Y} � q Y f , 'y `'a '<,. V. . Engineers, „: ,' i B I , : , 11 . . GENEE�AL NOTES: ''P H. THOMAS JARRETT SIMILAR/ 3 \ I ., Civil &,Environmental Engineering SCALE: N.T.S. . I - , "';` P.E. # 57509 12 EAST WASHINGTON STREET GLENS FALLS, N.Y. . \ / EV-1) PHOTOS RENDERINGS & ELEVATIONS ARE INTENDED TO REPRESENT SIMILAR CONSTRUCTION NOT NECESSARY � j � �� ACTUAL COPYRIGHT T O 2016 - �ONSTRUCTION. „ <� _ ,_ h'. '`., '� `� H � PHONE' (518) 792 2907 11 I. a ,�.t�� °>',o,. ;� ' ��=?-z .�',�°;i.m` r,"� ���; f ONLY COPIES OF THIS DRAWING WITH A EV-2) IMAGES TAKEN FROM PROSLIDE TECHNOLOGIES :� e "''" Z. � ' "" -` _ *" " I BLUE SEAL SHALL BE CONSIDERED TRUE NOVEMBER 2016 PRO # 01-054.36 SHEET: 8 OF 10, "' .. ., t', " AND VALID EV-3) PHOTOS TAKEN FROM OTHER WATER PARKS aLTERATIONOFTHIs DocurnENTExcEPT f BASESHEET: 22 x 34 PLOTTED/REVISED: 1/30/16 11:00 AM :: , BY A LICENSED ENGINEER IS UNLAWFUL. CONCRETE SPECIFICATIONS: 1 . CAST—IN—PLACE CONCRETE WORK SHALL COMPLY WITH THE FOLLOWING CODES AND STANDARDS: ACI-301 , "SPEQIrICATIONS FOR STRUCTURAL CONCRETE BUILDINGS", ACI-318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", EXCEPT AS MODIFIED HEREIN. 2. CRUSHED GRAVEL SUBBASE MATERIAL SHALL COMPLY WITH NEW YORK STATE CONSTRUCTION AND 5 BOLLARD+ROPE+ MATERIALS STANDARD SPECIFICATION SECTION 304.12, TYPE 2 OR 304.14 TYPE 4. WN RUNOUT TRAYS D2 NET QUEUE LINE 3. ALL CONCRETE SHALL BE 4000. PSI STRENGTH AT 28 DAYS. ALL REINFORCEMENT STEEL SHALL BE 60,000 PSI STRENGTH, ASTM A-615. 4 4. PLACING CONCRETE IN FORMS: DEPOSIT CONCRETE IN FORMS IN HORIZONTAL LAYERS NOT DEEPER (OR AS DIRECTED) THAN 24 INCHES AND IN A MANNER TO AVOID INCLINED CONSTRUCTION JOINTS. WHERE PLACEMENT CONSISTS OF SEVERAL LAYERS, PLACE EACH LAYER WHILE PRECEDING LAYER IN STILL PLASTIC TO AVOID COLD JOINTS. r.,> fat :ce��: a y fav'. . :i.• ° 4.1. CONSOLIDATE PLACED CONCRETE BY MECHANICAL VIBRATING EQUIPMENT SUPPLEMENTED BY HAND—SPADING, RODDING, OR TAMPING. USE EQUIPMENT AND PROCEDURES FOR CONSOLIDATION OF CONCRETE WALKWAY (SLOPE TO TRENCH DRAIN) CONCRETE IN ACCORDANCE WITH ACI 309. �:» � 4.2 DO NOT USE VIBRATORS TO TRANSPORT CONCRETE INSIDE FORMS. INSERT AND WITHDRAW sF. -. � TRENCH DRAIN iv ,.._ ",t a omm'zo :4 �s VIBRATORS VERTICALLY AT UNIFORMLY SPACEDLOCATIONS NOT FARTHER THAN VISIBLE EFFECTIVENESS mam"m use, on-egils- - `� $ 11 1 (SIZE AND DESIGN BY RIDE MANFACTURER) OF MACHINE. PLACE VIBRATORS TO "RAPIDLY PENETRATE PLACED LAYER AND AT LEAST 6 INCHES INTO PRECEDING LAYER. DO NOT INSERT VIBRATORS .INTO LOWER LAYERS OF CONCRETE THAT HAVE BEGUN TO SET. AT EACH INSERTION LIMIT,DURATION OF VIBRATION TO TIME NECESSARY TO CONSOLIDATE z a ai Llils w` CONCRETE AND COMPLETE EMBEDMENT 'OF REINFORCEMENT AND OTHER EMBEDDED ITEMS WITHOUT � , so mm ;` CAUSING SEGREGATION OF MIX. ;.€ � / 7 \ RUNOUT TRAY SPLASH ZONE , °ZSc..1::,d;'�f�8. ; az.sk" °sAb$'ema ,•.� °<'°:,,.,-'� _ 5. PROVIDE CONSTRUCTION AND CONTROL JOINTS AS INDICATED OR REQUIRED. LOCATE CONSTRUCTION a . ,� `, ;; ? C3 / SCALE: N.T.S. JOINTS SO AS NOT TO IMPAIR STRENGTH AND APPEARANCE OF THE STRUCTURE. ds� 6. DO NOT TACK—WELD OR WELD REINFORCING STEEL. 7. DO NOT PLACE FOOTINGS IN WATER OR , ON 'FROZEN GROUND. PREVENT WATER FROM FLOWING INTO EXCAVATIONS. REMOVE ANY WATER AS. REQUIRED TO KEEP THE EXCAVATION DRY. 8. ASSUME WATER 5TABLE 25 MIN.RISE TO GRADE LEVEL (FOR DESIGN), FACTOR OF SAFETY AGAINST 41 HIGH BOLLARD+ �- BUOYANCY FORCES 1,3x1.3 WELDED WIRE MESH — C3 / SCALE: N.T.S. --BRUSH FINISHED SURFACE 9. COMPACTION OF SUBBASE MATERIAL SHALL BE DONE IN 6" LIFTS TO 95% ASTM D-1557 DENSITY 4" OF 3500LB CONCRETE SPECIFICATIONS. 10. EXCAVATION: REMOVE AND DISPOSE OF MATERIALS ENCOUNTERED AS DIRECTED BY OWNER TO OBTAIN REQUIRED SUBGRADE ELEVATIONS. &. Xa - X — X — X —J — X X — X 4— X 11 . PRODUCTS: PORTLAND CEMENT: ASTM C-150, TYPE 1 OR TYPE II. . � ,. / AGGREGATES: ASTM C-33, EXCEPT LOCAL AGGREGATES OF PROVEN DURABILITY MAY BE USED WHEN r ,�., m"a.a'e.g�zt^dzF „ '„ 'm,p : c .- ate; \�!'\\:/ /\/,/ /, \. /\/ wm , ,, \'- \. \ \ ACCEPTABLE TO THE ENGINEER. MAXIMUM 'COARSE' AGGREGATE SIZE SHALL BE 1 % WATER: POTABLE MODIFY SITE GRADING PER GRADING PLAN AND ;. COMPACT BASE TO 95% STANDARD PROCTOR AIR — ENTRAINING ADMIXTURE: ASTM C-260. i k WATER REDUCING ADMIXTURE: ASTM C-494; TYPE AS REQUIRED TO SUIT PROJECT CONDITIONS. USE a e E ONLY ADMIXTURES THAT HAVE BEEN TESTED AND ACCEPTED IN MIX DESIGNS. SEALANT / BACKER ROD: SEALANT SHALL BE TWO PART POLYSULFIDE JOINT SEALANT MEETING THE\ SIDEWALK CONSTRUCTION REQUIREMENTS OF ASTM C-920, TYPE M, GRADE NS. SCALE: N.T.S. - y 12. QUALITY ASSURANCE (AS REQUIRED AT DIRECTION OF PROPERTY OWNER) CONCRETE TESTING SERVICE: CONTRACTOR -WILL EMPLOY ACCEPTABLE TESTING LABORATORY TO s : ' PERFORM MATERIALS EVALUATION, TESTING, AND DESIGN OF CONCRETE MIXES. KPA `. wo $, ; QUALITY CONTROL: CONTRACTOR'S TESTING LABORATORY WILL PERFORM SAMPLING AND TESTING N:. DURING CONCRETE PLACEMENT, WHICH INCLUDES THE FOLLOWING, AS DIRECTED BY THE ENGINEER. - A THIS TESTING DOES NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY OF PROVIDING CONCRETE IN �<.. COMPLIANCE WITH THE SPECIFICATIONS. CONTRACTOR MAY PERFORM ADDITIONAL TESTING AS NECESSARY TO INSURE QUALITY CONCRETE., '`��r'�*.;;,mom•° CAP BLOCK FINISHED GRADE SAMPLING: ASTM C-172 (VARIES) SLUMP: ASTM C-143, ONE TEST FOR EACH LOAD AT- THE POINT OF DISCHARGE ° /� \ I \i \\f` AIR CONTENT: ASTM C-173, ONE FOR EACH SET OF COMPRESSIVE STRENGTH SPECIMENS. SCALE: N.T.S. $f C3 / TYP, COMPRESSIVE STRENGTH: ASTM C-39, ONE SET DAILY AND FOR EACH 50 CU. YDS. OR FRACTION THEREOF OF EACH CLASS OF CONCRETE; ONE SPECIMEN TESTED AT 7 DAYS, ONE SPECIMEN TESTED AT 28 DAYS, AND ONE RETAINED FOR LATER TESTING IF REQUIRED. ,`.,` \� BACKFILL cot COMPACT WITH - /�` NATIVE SOIL (NO ORGANICS) TEST RESULTS WILL BE REPORTED IN WRITING TO., ENGINEER, CONTRACTOR, AND CONCRETE PRODUCER / WITHIN 24 HOURS AFTER TESTS ARE MADE. 1 B" MAX. GEONET/GEOGRID: MIRAGRID 5XT 2"0 x 36�, HIGH OR APPROVED EQUIVALENT 13. DESIGN MIX: - HANDRAIL (EACH SIDE MIX PROPORTIONS AND DESIGN: PROPORTION MIXES COMPLYING WITH THE MIX DESIGN PROCEDURES OF STAIRS) 4'± SPECIFIED IN ACI 301. HEIGHT MAY _ \�� 13.1, USE AIR ENTRAINING ADMIXTURE IN ALL CONCRETE, PER TABLE 4.2.2.4 AIR CONTENT, ACI VARY ( �% \;`/ 301 -05 EXISTING ' / WALK WAY \ INTERLOCKING SEGMENTAL MASONRY NEW CONCRETE " I"`'\,'�\—==RETAINING WALL BLOCK TYP. 13.2. DESIGN MIXES TO PROVIDE NORMAL WEIGHT CONCRETE WITH THE FOLLOWING PROPERTIES, AS MATCH WALKWAY /�\ ( ) INDICATED ON DRAWINGS AND SCHEDULES: \ / 4"x12" BLOCK SHOWN „ 13.2.1. W/C RATIO = 0.46 MAXIMUM EXISTING 11 TYP. ►— \7`� ` I —1// 13.2.2. CONCRETE SLUMP AT POINT OF PLACEMENT: NOT LESS THAN 2' NOR MORE THAN 4". EXISTING WAVE X ��— X — X — X —.. - 3' TYP. POOL DECK /\ TYPICAL CORNEA REINFORCING NOTES: ALL 90° BENDS AS SHOWN UNLESS OTHERWISE INDICATED ON THESE DRAWINGS < I �✓ \ * OR NOT LESS THAN 2 MINIMUM LAP SPECIFIED (12" MIN.) } ° 4 ** OR NOT LESS THAN MINIMUM LAP SPECIFIED 12" MIN. '� 4Y X i ( ) aC J oc \ ' \�� . 4 REBAR (� 12 O.C. ��r_":, �c ��� �� ` \:\ /,i/'/%; %\,, /i �%�///\//\�/�\ \ `//\ ��� �JJ� _ REINFORCED HI—VIZ �! ' / / /-`/ /\ ! �/ 1/30/2017 ® ISSUED FOR CONSTRUCTION �r c� �� ZI TEXTURED NOSE PLA1' 'J\ ; „>.\, /\%/,i,/` (EACH WAY) 1 �'� ....._....._. .... . ... -_.. ..._ 12/15/2016 zA SUBMITTED TO TOWN OF QUEENSBURY FOR SITE PLAN REVIEW DATE REV # ISSUED / REVISIONS ------------ MATCH �.— EXISTING WAVE _ _ ,. . DRA EXIST NG ENING: NUMBER OF STEPS NEED MAY VARY J ( > �� � « C ,IG' �7�� D ��i� TYP. POOL DECK SCALE: N.T.S. I� LS 6"-12" CRUSHED ) II II STONE BASE ,,c�J�o BONZAI PIPELINES ° t <: u ���;J, \ � ALPINE FREEFALLS WATERSLIDE EXPANSION �v� , -_�o�c �o�� � , _o���.�����,c��.�r=����_�� ��-� . . _ ,�,`.KK,� µ' -��� THE GREAT ESCAPE & SPLASHWATER KINGDOM LJ ���> ��o��� ' r 1172 ROUTE 9- QUEENSBURY, NEW YORK j Engineers A Civil & Environmental Engineering H. THOMAS JARRETT 9 CONCRETE STAIRS & RAILING P.E. # 57509 12 EAST WASHINGTON STREET GLENS FALLS, N.Y, PHONE: (518) 792- SCALE: N.T.S. _ RU,.c COPYRIGH o 2016UE C3 / T 2907 e- ONLY COPIES OF THIS DRAWINGWITHA BLUE SEAL SHALL BE CONSIDERED TRUE NOVEMBER 2016 PRO #; 01-054.57 SHEET: 9 OF 10 . , � � 1" , AND VALID ALTERATION OF THIS DOCUMENT EXCEPT BYA LICENSED ENGINEER IS UNUNLAWFUL. DASESHEET: 22 x 34 PLOTTED/REVISED: 1/30/16 11:00 AM EROSION 8s SEDIMENT CONTROL GONSTRUCTION NOTES: SAND BAGS LAID TIGHT EROSION � SEDIMENT CONTROL: END TO END, PERPENDICULAR TO DIRECTION OF FLOW GEOTEXTILE FABRIC: FILTER X, MIRAFI 100x, - STEEL OR 2" x 2" ES-1 ) FROM DAY 1 OF CONSTRUCTION UNTIL FINAL SITE STABILIZATION, ALL EARTHWORK SHALL BE 4 1) CONTACT PERMITTING AUTHORITIES REGARDING CONSTRUCTION START DATE, AND ENGINEER TO OR EQUIVALENT; OVERLAP- HARDWOOD POSTS CONTROLLED TO PREVENT ERCP_SION & SEDIMENTATION IIN ACCORDANCE WITH PROVISIONS SHOWN ON THESE SCHEDULE A PRE-CONSTRUCTION MEETING, PRIOR TO START OF CONSTRUCTION. STABILENKA T140N, & TIE JOINTS 6" MINIMUM PLANS AND/OR THE NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL", USDA-NRCS, ��/� 24" (MAX.) TYP. AND THE URBAN EROSION AND SEDIMENT CONTROL COMMITTEE, LATEST EDITION. 2) EROSION & SEDIMENT CONTROL TO BE INISTALLED PRIOR TO ANY OTHER CONSTRUCTION. ' ES-2) LAND DISTURBANCE IS DEFINED AS DISRUPTION' OF ESTABLISHED GROUND COVER/SOIL, AND NO LAND 3 NYSDEC TRAINED PERSONNEL IN EROSION AND SEDIMENT CONTROL SHALL INSPECT SITE DAILY AND V i' ' !. ;i/i%,''���/��'' ' '\' �\ 1 DISTURBANCE SHALL TAKE PLACE UNLESS PROVISIONSARE IN PLACE TO CONTROL EROSION AND / f ..../\;�` TYPICAL �, �i ip </ !r.<''` '' �:' j I - , SEDIMENTATION. LAND DISTURBANCE SHALL NOT EXCEED LIMITS . SHOWN ON DRAWING WITHOUT APPROVAL OF MAINTAIN LOG/REPORT BOOK. / i,:i�%i>%:%i-i%l �i:'v " TIE POINTS .., 1. ,;� / HARD SURFACE ,�/�/, THE PERMITTING AUTHORITY. / .. NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL "BLUE BOOK" CAN Y BE FOUND AT: http://www.dec.ny.gov/chemical/29066.html SECURELY FASTEN WIRE ES-3) FOR PROJECTS IN THE LAKE GEORGE BASIN: WITHIN 500 FEET OF THE MEAN HIGH WATER OF ANY FENCE TO OTHER ENVIRONMENTAL CONTROLS: SAND BAGS { - EN 5 MAXIMUM -I FABRIC TO PFENCE MATERIALS, WHICH RHAS RBE N OCLE REEDAMAY BOE MADE OLAND RRALEFT DEVIOID OF GROWING NG AREAS VIEGEETATION FORLED WITH MORE THAN 24 HOURS WITHOUT A PROTECTIVE COVERING SECURELY. PLACED OVER THE ENTIRE AREA AND/OR 1 .) PROTECT SITE DURING CONSTRUCTION IN ACCORDANCE WITH NYSDEC STORMWATER DESIGN MANUAL EROSION CONTROL DEVICES PROPERLY INSTALLED TO PREVENT SEDIMENTS FROM ENTERING THE WATER AND NYS EROSION & SEDIMENT CONTROL GUIDLINES ("BLUE BOOK"); LATEST EDITION STEEL OR WOOD POST WITH BODY. ACCEPTABLE PROTECTIVE COVERINGS INCLUDE NATURAL ,MULCH OFA DEPTH OF TWO INCHES, ROCK RIP-RAP, NON-DEGRADABLE MATERIALS SUCH AS PLASTIC OR CANVAS COVERINGS, AND IMPERVIOUS WOVEN WIRE FENCE STRUCTURES. 2.) TEMPORARY FUEL TANKS SHALL BE PROVIDED WITH SECONDARY CONTAINMENT EQUAL TO 100% OF (14.5 GAUGE MIN.; TANK CONTENTS; AND AREA UNDER FUEL LINES SHALL BE COVERED IN WOODCHIPS, ABSORBENT 6" MESH SPACING AS REQUIRED) ES-4) IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS BEEN TEMPORARILY OR PERMANENTLY CEASED, MATTING, OR OTHER APPROVED ABSORBENT MATERIALS. TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES SHALL BE INSTALLED AND/OR IMPLEMENTED 1,-4„ 1 r-4» WITHIN SEVEN (7) DAYS FROM THE DATE THE SOIL DISTURBANCE ACTIVITY CEASED. THE SOIL STABILIZATION SHEET FLOW DRAINAGE FLOW MEASURES SELECTED SHALL BE IN CONFORMANCE WITH THE MOST CURRENT VERSION OF THE TECHNICAL A 1'-g" �� FLOW 1'-8" G� FLOW STANDARDS, NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL. 1�� B �4 MIN. � r o<� 8 -/4" (MIN,) ES-5) FROM DAY 1 OF CONSTRUCTION UNTIL FINAL SITE STABILIZATION, EROSION AND SEDIMENT CONTROL /it%` ;;ii` MEASURES SHALL BE MAINTAINED IN FULL OPERATIVE CONDITION UNTIL PERMANENT SITE RESTORATION IS `�� GEOTEXTILE FABRIC \\/\i .� ; DRAIN ROCK v � „\ / COMPLETE AND ESTABLISHED. 4 MIN. MEDIUM RIP RAP (TYP.) / , GEOTEXTILE FABRIC 4"x6" TRENCH � �,�! 11-41) � ES-6 ALL CONSTRUCTION ACTIVITY SHALL STOP IF EROSION AND/OR SEDIMENTATION IS EVIDENT INCLUDING BUTT BALES TOGETHER, o �� `' ' WITH COMPACTED BACKFILL 1 -4 ) / /i!�i '<%/' NON-WOVEN GEOTEXTILE FABRIC I.E.: NO GAP IF IN PLACE CONTROLS ARE DAMAGED OR DESTROYED ; OR ARE INADEQUATE. CONSTRUCTION ACTIVITY SHALL NOTES: NOT RESUME UNTIL SUCH TIME AS CONTROLS ARE IN PLACE TO PREVENT FURTHER ENVIRONMENTAL IMPACT GEOTEXTILE FABRIC WRAPPED DIKE CONSTRUCTED USING AND UNTIL SUCH TIME AS THE PRIOR IMPACT IS REMEDIATED. AROUND HAY BALES, AS SHOWN ABOVE ORIGINAL GRADE CRUSHED STONE AND LIGHT 1) THIS DETAIL IS APPLICABLE TO SHEET FLOW DRAINAGE ON A TEMPORARY OR RIP RAP ES-7) DETAILS SHOWN ON THIS DRAWING ARE ONLY EXAMPLES OF APPLICABLE EROSION AND SEDIMENT 2" x 2" HARDWOOD STAKES OR RE-BARS SEMI-PERMANENT BASIS (1 YEAR MAXIMUM) FOR EROSION CONTROL. CONTROL SYSTEMS; CONTRACTOR TO DETERMINE "BEST MANAGEMENT PRACTICE(S)" AND SUBMIT TO OWNER/ DRIVEN FLUSH WITH BALE; 2 STAKES ENGINEER FOR APPROVAL. PER BALE REQUIRED, ONE VERTICAL, ONE ANGLED NOTES: 2) SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. ES-8 EROSION CONTROL MEASURES SHALL BE EMPLOYED FROM DAY 1 OF CONSTRUCTION UNTIL FINAL SITE STABILIZATION TO PREVENT EROSION; OPTIONS INCLUDE: 1) THIS STRUCTURE IS SUITABLE FOR EROSION CONTROL OF SHEET FLOW 3) MAXIMUM SLOPE LENGTHS CONTRIBUTING RUNOFF TO A SILT FENCE PLACED 4 MIN. DRAINAGE ON MODERATE SLOPES, OR AS A CHECK DAM SEDIMENT TRAP IN A 3) A SLOPE: A) GRADE DISTURBED AREA AND SEED. (TEMPORARY OR PERMANENT) IMMEDIATELY AFTER =--8" MIN. (TYP.) DRAINAGE DITCH; IF USED AS A CHECK DAM, PROVIDE OVERFLOW CAPABILITY. SLOPE STEEPNESS MAX. SLOPE LENGTH CURRENT WORK IS COMPLETED OR TEMPORARILY SUSPENDED. B) MULCH WITH STRAW, BARK MULCH, STONE; ETC. OVERLAP FABRIC F 2) "A" TO BE 2 OR GREATER FOR TEMPORARY DIKES AND 2.5 OR GREATER 2:1 25 FT C) APPLY EROSION CONTROL MATTING. @ STAKE FOR PERMANENT EARTH DIKES. 3:1 50 FT D) OTHER, AS APPROVED BEDDING DETAIL 3) "B" TO BE HEIGHT SHOWN ON PLAN OR EQUAL TO HEIGHT OF ADJOINING 4:1 75 FT NOTES: GROUND OR MAXIMUM 18" HIGH. 5:1 OR FLATTER 100 FT EARTHWORK * TURF ESTABLISHMENT: ET-1) ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED 1) THESE DETAILS ARE APPLICABLE TO SHEET FLOW DRAINAGE ON DISTURBED 4) INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE ON THESE PLANS OR BY OWNER. SOILS, HAY BALE DIKES ARE NOT SUITABLE FOR STREAM CHANNELS. EARTH KE SEDIMENT AS NEEDED; 9" (MAX.) RECOMMENDED_ STORAGE HEIGHT. ET-2) TOPSOIL, PLANT/SEED, AND MULCH DISTURBED AREAS TO ESTABLISH PERMANENT VEGETATIVE GROWTH 2) HAY BALE DIKES MAY BE USED FOR TEMPORARY (180 DAYS MAXIMUM) 5) REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT (GRASS OR OTHER NATIVE/NATURALIZED GROUNDCOVERS); CONTACT OWNER AND/OR LOCAL SOIL EROSION CONTROL. CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED. CONSERVATION SERVICE FOR RECOMMENDED MATERIALS AND APPLICATION. STRAW A DIKE COMPOST 2"X2" WOODEN STAKES ET-3) CONTRACTOR TO PROTECT EXISTING STRUCTURES & PERSONAL PROPERTY DURING WORK. WHERE FILTER SOCK PLACED AT 10 O.C. SIT,TT�, POSSIBLE, ROUTE PIPING OUTSIDE OF ROOT ZONES OF MAJOR TREES AND AROUND OTHER FEATURES, AS PRACTICAL AND AS DIRECTED BY OWNER. \V\V \V\V \I/ \V\V :\,\ ET-4) NO CLEARING OR GRUBBING BEYOND THE CLEARING LIMITS LABELED SHALL OCCUR UNLESS DIRECTED DITCH STABILIZATION GUIDELINES BY THE TOWN. GUIDELINES ARE PROVIDED TO OFFER ALTERNATIVES FOR STABILIZATION, AS c \, NEEDED ADDITIONAL OR MORE AGGRESSIVE TREATMENTS MAY BE NECESSARY ? MIN. Arj +0 ,f�` EXISTING � �� �•fj �� ��c� B 4 MIN. CONTOURS DEPENDING ON SITE CONDITIONS) � � , ���� '��' � „oma 'OMq <c DS-1) 0-6%: SEED & MULCH 4 MIN. �iQq c 77 ;�i ' MEDIUM RIP RAP TYP. `��c � _ ) (TYP.) DS-2) 6-10%: SEED & MULCH W/ TEMPORARY EROSION CONTROL MATTING (EX. NORTH AMERICAN GREEN MODEL: P300 OR APPROVED EQUIVALENT) NON-WOVEN GEOTEXTILE FABRIC \ \ / / 81 - - SED & MULCH W TEMPORARY OR PERMANENT EROSION CONTROL MATTING DIKE CONSTRUCTED USING \ ORIGINAL GRADE CRUSHED STONE AND LIGHT _ - (EX. NORTH AMERICAN GREEN MODEL: C350 OR APPROVED EQUIVALENT) RIP RAP � � � - 102 � � NOTES, — _ — 1 DS-4) 15%+: SEED & MULCH W/ PERMANENT EROSION CONTROL MATTING 01" 1) THIS STRUCTURE IS SUITABLE FOR EROSION CONTROL OF SHEET FLOW DRAINAGE ON MODERATE - _ _100- ® (EX. NORTH AMERICAN GREEN MODEL: P550 OR APPROVED EQUIVALENT) SLOPES OR AS A CHECK DAM SEDIMENT TRAP IN A DRAINAGE DITCH; IF USED AS A CHECK DAM, ® OR OTHER APPROVED MEASURES (STONE CHECK DAMS AND/OR RIP RAPPED 2"X2" WOODEN 0 COMPOST FILTER CHANNEL) PROVIDE OVERFLOW CAPABILITY. STAKES PLACED SOCK 2) "A" TO BE 2 OR GREATER FOR TEMPORARY DIKES AND 2.5 OR GREATER FOR PERMANENT EARTH 10' O.C. SLOPE STABILIZATION GUIDELINES DIKES. (GUIDELINES ARE PROVIDED TO OFFER ALTERNATIVES FOR STABILIZATION, AS NEEDED; ADDITIONAL OR MORE AGGRESSIVE TREATMENTS MAY BE NECESSARY 3) "B" TO BE HEIGHT SHOWN ON PLAN OR EQUAL TO HEIGHT OF ADJOINING GROUND OR MAXIMUM DEPENDING ON SITE CONDITIONS) 18" HIGH. 1.) COMPOST FILTER SOCKS WILL BE PLACED ON THE CONTOUR WITH BOTH TERMINAL ENDS OF THE SOCK EXTENDED 8 FEET UP SLOPE AT A 45 DEGREE ANGLE TO PREVENT SS-1) 0-25%: SEED & MULCH 4) SEDIMENT TO BE REMOVED WHEN 25% OF THE DIKE'S FUNCTIONAL VOLUME HAS BEEN LOST. BYPASS FLOW. SS-2) 25-33%: SEED & MULCH W/ TEMPORARY EROSION CONTROL MATTING ` " " it ,W. $ `,: a ,' F'`'�• ;$ s - THAT MATCHES 2. DIAMETERS DESIGNED FOR USE SHALL BE 12 -32 EXCEPT THAT 8 DIAMETER EX. NORTH AMERICAN GREEN MODEL: S75BN OR APPROVED EQUIVALENT) . „d 5) DIKES TO BE REMOVED AND AREAS STABILIZED WITH AN APPROPRIATE VEGETATIONT ) ED P R SURROUNDING AREAS AND MULCHED TO PREVENT EROSION. SOCKS MAY BE USED FOR RESIDENTIAL LOTS TO CONTROL AREAS LESS THAN .25 ACRES. SS-3) 33-50%: SEED & MULCH W/ TEMPORARY OR PERMANENT EROSION STONE DIKE CONTROL MATTING ON SLOPES 1/30/2017 1 ISSUED F 3. COMPOST SOCKS SHALL BE ANCHORED IN EARTH WITH 2” X 2" WOODEN STAKES OR CONSTRUCTION (EX. NORTH AMERICAN GREEN MODEL: S150BN OR APPROVED EQUIVALENT) - ' -"- DRIVEN 12" INTO THE SOIL ON 10 FOOT CENTERS ON THE CENTERLINE OF THE SOCK. 12/15/2016 ® SUBMITTED TO TOWN OF QUEENSBURY FOR SITE PLAN REVIEW (CONTRACTOR MAY USE THE DETAIL SHOWN ABOVE FOR SEDIMENT CONTROL FOR CONCENTRATED FLOWS SS-4) 50-100%: SEED & MULCH W/ PERMANENT EROSION CONTROL MATTING ON 4.) THE MAXIMUM SLOPE LENGTH ABOVE A COMPOST FILTER SOCK SHALL NOT EXCEED SLOPES DATE REV # ISSUED / REVISIONS (CONTRACTOR MAY REFER TO NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL THE FOLLOWING LIMITS (EX. NORTH AMERICAN GREEN MODEL: SC150BN OR APPROVED EQUIVALENT) "BLUE BOOK" FOR OTHER METHODS OF EROSION AND SEDIMENT CONTROL - Q •DRAWING: (CONTACT ENGINEER PRIOR TO MAKING SUBSTITUTIONS) DI(IN)ER F SLOPE% SS-5) 100%+: SEED & MULCH W/ PERMANENT EROSION CONTROL MATTING ON �s~ `` g =� EROSION & SEDIMENT CONTROL 2 5 10 20 25 33 50 - SLOPES 8 300 200 100 50 40 30 20 d IIB®NZAI PIPELINES" 12 375 250 125 65 50 40 25 (EX. NORTH AMERICAN GREEN MODEL: C125BN OR APPROVED EQUIVALENT) <� s .�' ' ._ ..I ?' '- `- 18 500 275 150 70 55 45 30 1 (OR OTHER APPROVED STRUCTURAL MEASURES) °'_., • '' : ' r "ALPINE FREEFALLS" WATERSLIDE EXPANSION 24 6s0 325 200 130 100 60 35 32 X300 425 275 150 120 75 50 I ; ,. �£� THE GREAT ESCAPE & SPLASHWATER KINGDOM 1172 ROUTE 9 - QUEENSBURY, NEW YORK COMPOST FILTER ' CONTRACTOR MAY USE ANY OF DETAILS SHOWN ABOVE FOR SEDIMENT CONTROL OF SHEET FLOW ONLY) A..., JAR n, ( TO NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL "BLUE BOOK" FOR OTHER METHODS OF EROSION AND SEDIMENT CONTROL �. " „' ' Civil.,& Environmental Engineering (CONTRACTOR MAY REFER H. THOMAS JARRETT (CONTACT ENGINEER PRION TO MAKING SUBSTITUTIONS) P.E. # 57509 1 EAST WASHINGTON STREET GLENS FALLS, N.Y. COPYRIGHT 2016 P © - PHONE: (518) 792-2907 testi, :,1 ;,,A.•;,, ONLY COPIES OF THIS DRAWING WITH A SEDIMENT CONTROL BARRIER (SHEET FLOW) Cj/ SCALE: N.T.S. . € BLUE SEALS ALL BE CONSIDERED �, � :,i HAND VALID S ' SHEET' FLOW BARRIER DEVICE SYMBOL: X ' X - X X X . X X X - X - X - X - X 0 S DOCUMENT EXCEPT NOVEMBER 2016 ' ALTERATION FTHI BYA LICENSED ENGINEER IS UNLAWFUL. BASESHEET•22 x 34 PLOTTED/REVISED: 1/30/16 '11.00 AM .................. ............ .............. ............................................... ................... ........... GENERAL NOTES GENERAL CONCRETE MIX STRUCTURAL STEEL CONNECTIONSI DESIGN LOADS F - 1. PROVIDE CONCRETE HAVING THE FOLLOWING GENERAL CHARACTERISTICS: CONFORM TO THE LATEST EDIEION OF THE "STRUCTURAL I 1. DEAD LOADS INCLUDE THE WEIGHT OF THE STRUCTURAL COMPONENTS AND FIBERGLASS THE FOLLOWING GENERAL NOTES C,ONSTITU,E A MAJOR PART OF THE PIANS AND 1. WELDED CONNECTIONS SHALL SPECIFICATIONS. STRICT COMPLIANCE WITH THESE NOTES IS ESSENTIAL TO THE s s SLIDE ELEMENTS. WELDING CODE-STEEL." (ANSI/AWS D1.1) OF THE AMERICAN WELDING SOCIETY. 3 J a PROPER CONSTRUCTION OF THE BUILDING. 28-DAY MAX. I STRENGTH SLUMP AGG. SIZEPT32 FLUME ------------------------------- 18 PLF 1. THE DETAILS, DESIGNATED AS "TYPICAL DETAILS," APPLY GENERALLY TO THE DRAWINGS CLASS (PSI) (IN) TYPE (IN) USAGE 2. BOLTS FOR BOLTED CONNECTIONS SHALL CONFORM 70 ASTM A307 CARBON STEEL EXTERNALLY THREADED STANDARD FASTENERS." HIGHER STRENCTI-1 BOLTS MAY BE 2. DESIGN LIVE LOADING IS AS FOLLOWS: IN ALL AREAS WHERE CONDITIONS ARE SIMILAR TO THOSE DESCRIBED IN THE DETAILS. 3 USED. A 3000 4-6 HDRK 1 1/2" FOOTINGS ' 2. MATERIALS OR PRODUCTS SUBMITTED FOR APPROVAL WHICH ARE NOT AS SPECIFIED IN B 3000 3-5 HDRK 1" PT32 WATER --___-------------------------- 11 PLF COL., PEDESTALS 3. ALL STRUCTURAL STEEL CONNECTIONS NOT SPECIFICALLY DETAILED ON THE DRAWINGS ! N _� N rs THE DOCUMENTS SHALL BE ACCOMPANIED BY A CURRENT I.C.B.O. (INTERNATIONAL SHALL BE DESIGNED BY THE CONTRACTOR UNDER THE DIRECT SUPERVISION OFA PT32 (8 RIDERS) --------------------------- 1360 LBS CONFERENCE OF BUILDING OFFICIALS) REPORT. MAI ERIALS OR PRODUCTS THAT DO 2. WORKABILFTY ADMIXTURES MAY BE UTILIZED, PROVIDED THAT BATCH PROPORTIONS ARE REGISTERED PROFESSIONAL ENGINEER TO RESIST FORCES SPECIFIED. NOT HAVE I.C.B.O. REPORTS INDICATING THE SUBSTITUTED MATERIAL OR PRODUCT 'TO DETERMINED IN THE MANNER DESCRIBED IN THE SPECIFICATIONS. , 0. - v80. F BE EQUAL TO THAT SPECIFIED, WILL. NOT BE CONSIDERED4, DESIGN CALCULATIONS FOR THE CONNECTIONS DESIGNED BY -THE FABRICATOR SHALL GROUND SNOW LOAD ------------------------ 60 PSi IS, 3. PROVIDE 5 PERCENT (PLUS OR MINUS 1 1/2 PERCENT) AIR ENTRAINMENT IN BE SUBMITTED FOR THE FILES OF THE ENGINEER, CALCULATIONS SHALL BEAR THE v C 3. PLANS, SECTIONS AND DETAILS ARE NOT TO BE SCALED FOR DETERMINATION OF CONCRETE PERMANENTLY EXPOSED TO THE WEATHER (AND ELSEWHERE AT THE SEAL OF A REGISTERED PROFESSIONAL ENGINEER. SHOP DRAWINGS CONTAINING 3. DESIGN WEND LOADING IS AS FOLLOWS: r - BASIC WIND SPEED ----_--___._-_-------------_- 100 MPH SERVICE N s� QUANTITIES, LENGTHS, OR FIT OF MATERIALS, CONTRACTOR'S OPTION}. USE OF AIR ENfRAIN��IENT, AND CORRESPONDING REDUGT90N CONNECTIONS FOR WHICH CALCULATIONS HAVE NOT BEEN RECEIVED WILL BE RETURNED i p ; C UNCHECKED AS AN INCOMPLETE SUBMITTAL. (SERVICE) ' OF THE WATER CEMENT RATIO, MUST BE NOTED ON THE MIX DEIGNS. VERIFY S / BASIC WIND SPEED -------------------- --- 130 MPH (ULTIMATE) 4. THE CONTRACTOR SHALL JLRIFY JOB SITE CONDITIONS, UNDERGROUND UTILITIES, EIC., __ X THAT MAY CONFLICT WITH THE PROPOSED CONSTRUCTION, 5. FOR CONNECTIONS OF STEEL MEMBERS WHICH ARE NOT SPECIFICALLY ADDRESSED BY EXPOSURE C , - ? 7 = 4. USE OF ACCELERATING OR SET-RETARDING ADMIXTURES REQUIRES PRIOR APPROVAL OF 12, THE ARCHITECT. IN GENERAL, USE OF CALCIUM CHLORIDE WILL NOT BE PERMITTED. THESE GENERAL NOTES OR DRAWINGS, PROVIDE 1/4" FILLET WELDS AT ALL CONTACT 0'-15 -- ------------------------------ 18.50 PSF I 5. THE OWNER / CONTRACTOR SHALL PROVIDE INSPECTION SERVICES FOR THE ENTIRE JOINTS BETWEEN STEEL MEMBERS SUFFICIENT TO DEVELOP THE TENSILE STRENGTH OF 15'-20' ---------------------------------- 19.59 PSF a U PROJECT AS OUTLINED UNDER "SPECIAL INSPECTIONS." 5, CEMENT SHALL BE RPE I {ASTM C 150}. THE SMALLER MEMBER AT THE JOINT. 20'-`25' -----_---_._------______..._.__.._._.........-.__...___ 20.46 PSF v "® G j 25'-30' ------------------------__-___-_-.__- 20.46 PSF " °' 6EXISTING CONDITIONS . -THE CONTRACTOR SHALL REVIEW SHOP AND FIELD WELD REQUIREMENTS FOR 1 30'-40' ---------------------__--_------- 22.64 PSF 45 0 CL «� ? p Qom? COMPATIBILITY WITH THE CONSTRUCTION SEQUENCE. PROPOSED REVISIONS FROM SHOP i N= N;, TO FIELD WELDS OR FROM FIELD 'TO SHOP WELDS SHALL BE IDENTIFIED BY THE r _ �' v 4. DESIGN SESMIC LOADING 1S AS FOLLOWS: N 0 b I. FIELD VERIFY ALL RELEVANT DIMENSIONS AND CONDITIONS AT EXISTING STRUCTURES , CONTRACTOR AND CLEARLY SHOWN ON THE SHOP DRAWINGS. i i _ ° �` PRIOR TO STARTING SHOP DRAWINGS AND THE CONSTRUCTION PROCESS IN THOSE 1• [REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL, CONFORMING ' .----------------__--_-_---_---_..-__-.-_ o 4 a Ss - - 0.237 TO ASTM A 615, GRADE 60. °' " „ :: N�. N N AREAS. SUBMIT APPROPRIATE PLANS AND DETAILS REFLECTING THE FIELD VERIFIED 7. ALL BOLTS SHALL BE TIGHTENED BY THE TURN OF THE NUT METHOD AS DEFINED BY S1 ---__------------------------------ 0.082 ;; N EXISTING CONDITIONS FOR THE ARCHITECT'S USE. RISC. THE USE OF DIRECT TENSION INDICATING WASHERS OR TORQUE CONTROL BOLTS SITE CLASS ------------------------------- ® 2. REINFORCING STEEL SHOWN IN SECEIONS OF BEAMS, WALLS AND COLUMNS IS MAY BE USED AS AN ALTERNATE. --_ SCHEMATIC INDICATION THAT REINFORCING EXISTS. SEE SCHEDULES, SECTION NOTES, IMPORTANCE FACTOR _______ ________________-_ 1.0 2. EXISTING CONDITIONS WHICH REQUIRE MODIFICATIONS TO 'THE DESIGN OF THE ; AND GENERAL (�101`ES FC)R ACTUAL REINFORCING REQUIRED, Fa ------------------------------------ 1.600 ' c PROPOSED CONSTRUCTION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF Fv ____________________________________ 2.400 _ FOUNDATION DESIGN PROSLIDE. 3. DETAIL REINFORCING BARS AND PROVIDE BAR SUPPORTS AND SPACERS IN _ ACCORDANCE WITH THE ACI DETAILING MANUAL, r , °L 1. FOUNDATION DESIGN IS BASED ON THE FOLLOWING CRITERIA: ' a�aSUBSTITUTIONIS ri I CAST-IN-PLACE CONCRETE SOIL 1. ALL REQUESTS FOR SUBSTITUTIONS OF MATERIALS OR DETAILS SHOWN IN THE DATE OF P REPO T: OCTOBERT BY: DENTE N 61,N 2011NG = CONTRACT DOCUMENTS SHALL BE SUBMITTED FOR APPROVAL DURING THE BIDDING ? REPORT NUMBER: FDE-11-185 a PERIOD. ONCE BIDS ARE ACCEPTED, PROPOSED SUBSTITUTIONS WILL BE CONSIDERED i E ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI STANDARD "BUILDING ' ®� „ RECOMMENDED FOUNDATION TYPE: FOOTINGS j • CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318 LATEST EDITION). > " ONLY WHEN THEY ARE OFFICIALLY SUBMITTED WITH AN IDENTIFIED SAVINGS TO BE BEARING STRATA: STRUCTURAL FILL-ONE FOOT MINIMUM PLACED r Ca- DEDUCTED FROM THE CONTRACT. UPON PROOF COMPACTED SOILS. 2. ALL COLUMN PEDESTAL AND OTHER ELEMENTS BELOW GRADE SHALL BE FORMED ALLOWABLE BEARING: 3000 PSF I STRAIGHT AND TO THE LINES AND GRADES DETAILED. BACKFILL AS REQUIRED. IF CODES AND DESIGN ISPECIFICATIONS EXCAVATED CUTS FOR FOOTINGS/GRADE BEAMS WILL HOLD SPECIFIED SHAPE, THEN 2. TEMPLATES SHALL BE USED FOR PLACEMENT OF ANCHOR RODS AND/OR DOWELS 70 4 EARTH FORMING IS PERMITTED. IF SOIL IS NOT COHESIVE, AND CAVING IS A PROBLEM, CONCRETE COLUMNS, BEAMS, WALLS OR FOOTINGS. 1. BUILDING CODE: NEW YORK 2014 THEN PROVIDE FORMWORK. „ 3. ALL EXPOSED CONCRETE SHALL HAVE CHAMFERED EDGES AND BE FREE: OF SURFACE 3. CONTRACTOR SHALL REVIEW THE GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. ? Pn 2. STRUCTURAL STEEL: SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, THE THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALLOWABLE BEARING. �- DEFECTS FROM IRREGULAR FORMING OR INADEQUATE VIBRATION. REFER TO AMERICAN INSTITUTE OF STEEL CONSTRUCTION, LATEST EDITION. ARCHITECTURAL SPECIFICATIONS FOR FINISH REQUIREMENTS. 3. STRUCTURAL CONCRETE: "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318 LATEST EDITION)," THE AMERICAN CONCRETE INSTITUTE. EL F SPECIAL INSPECTIONS � U- P Ll civ L 4. WHERE THEE IS A CONFLICT BETWEEN THE BUILDING CODE AND THE MATERIAL R 1. FABRICATION, ERECTION AND CONNECTIONS OF STRUCTURAL STEEL SHALL BE IN SPECIAL INSPECTION IS REQUIRED AS FOLLOWS: , CODES, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. ACCORDANCE WITH THE AISC "SPECIFICATIONS FOR THE DESIGN, FABRICATION AND _ Q3 I ERECTION OF STEEL BUILDINGS". 1. SUBGRADE INSPECTION TO VERIFY ALLOWABLE BEARING FOR FOUNDATIONS. qa } STRENGTH OF MATERIALS 2. TEMPORARY BRACING MUST BE PROVIDED FOR ALL CONSTRUCTION LOADS AND 2. CONCRETE AND REINFORCEMENT PLACEMENT FOR PEDESTALS AND FOOTINGS. , r, MAINTAINED IN PLACE UNTIL COMPLETION OF THE STRUCTURE. OL 1. CONCRETE: 3. CONCRETE TESTING FOR FOOTINGS AND PEDESTALS, 3. WELDING - UNLESS OTHERWISE NOTED, ALL ANGLES, PLATES, RODS AND � REFER TO CAST IN PLACE CONCRETE SECTION F MISCELLANEOUS FRAMING ARE TO TI3E WELDED AT CONTACT JOIN-IS AND SUPPORT`S, 4. A36 RODS AND EMBEDS INSTALLED IN CONCRETE 2. REINFORCING: ALL WELDS VISUALLY EXPOSED SHALL BE CONTINUOUS, UNIFORM AND GROUND SMOOTH ASTM A615 U.N.O. OF THE STRUCTURE. 5. SHOP WELDING (IF NOT DONE PER U.B.C. APPROVED SHOP) 3 BARS GRADE 40 WELD SIZES SHALL CONFORM TO AWS D1.1 MINIMUMS, EXCEPT AS NOTED. 6. FIELD WELDING ALL OTHER GRADE 60 1 4. REQUIREMENTS FOR HIGH STRENGTH STEEL MEMBERS OR ANCHOR RODS ARE SHOWN i 7. HIGH STRENGTH BOLT INSTALLATION. 3. STRUCTURAL STEEL: I ON THE MEMBERS OR DETAILS WHERE THEY APPLY ON THE DRAWINGS. ' MONOPOLE COLUMNS (3"O TO .18"0) ASTM A500-GR. B (GALVANIZED) CONSTRUCTION OBSERVATION AND INSPECTION SHALL BE PROVIDED BY THE OWNER. (24" AND GREATER) ASTM A252-GR. 3 0 5. ALL BEAM CONNECTIONS SHALL BE STANDARD DOUBLE ANGLE TYPE UNLESS DETAILED THE CORE GROUP WILL NOT APPROVE ANY SLIDE/TOWER INSTALLATION WITHOUT TS MEMBERS ASTM A500 (GALVANIZED) OTHERWISE. PLATE SIZES, NUMBER AND SIZE OF BOLTS FOR FIELD CONNECTIONS VERIFICATION THAT ALL STRUCTURES HAVE BEEN CONSTRUCTED ACCORDING 1'0 THE ANGLES ASTM A529 (GALVANIZED) SHALL BE DESIGNED BY THE CONTRACTOR. DESIGN STANDARD CONNECTIONS, USING STRUCTURAL DOCUMENTS. STRUCTURAL OBSERVATION AND INSPECTION ARE NOT PART PLATES ASTM A36 (GALVANIZED) FIFTY-.-FIVE(55) PERCENT OF THE VALUE, FOUND BY DIVIDING THE STEEL BEAM SPAIN I OF OUR CONTRACT. THIRD PARTY INSPECTION IS RECOMMENDED. COPY ALL THIRD ANCHOR RODS ASTM F1554-GR. 36 (GALVANIZED) INTO TIME VALUE WC FROM THE BEAM TABLES, PART 2, EIGTI{ EDITION OF THE AISC i PARTY INSPECTION REPORTS TO PROSLIDE AND THE CORE GROUP. EMBED ANCHORS ASTM F1554-GR. 36 (GALVANIZED) CODE. IN NO CASE SHALL THE MINIMUM NUMBER OF BOLTS BE LESS THAN TWO (2) STRUCTURAL BOLTS ASTM A325 (GALVANIZED) ROWS FOR W12 AND SMALLER. - ALL BOLTS INDICATED BY SYMBOL ON DETAILS SHALL BE 3/4" DIAMETER UNLESS ' ? NOTED OTHERWISE, 1 BOLTS SHALL BE AS FOLLOWS, EXCEPT AS NOTED: � I BEAMS A325N (TORQUE CONTROL) ANCHOR RODS ASTM F1554-GR. 36 (GALVANIZED) HIGH STRENGTHS BOLTS A325 (TORQUE CONTROL) G ( I 3 4 CONNECTIONS FOR DIAGONAL BRACING SHALL DEVELOP THE FULL STRENGTH OF THE MEMBER IN TENSION. opy FILE C 6. STRUCTURAL STEEL MISCELLANEOUS SHAPES, PLATES, ETC., SHALL CONFORM TO ASTM i 3 7. ALL STRUCTURAL STEEL SHALL BE HOT DIPPED GALVANIZED. SEE SEPARATE DOCUMENT " PROVIDED "PROSLIDE STANDARDS FOR STEEL FABRICATION" FOR PROPER FLOW HOLE 1 f SIZING AND PLACEMENT. o Qt7SS�S6t1�Y `� I lance ! X 0, 0mG DEP too Com4� . a ? our lim►ted e construed as Sased On 6ficatioos are Of with our come lens anldopteb. Codes indicat►ng the P vvr the Building full coil State. New York CL lm � a SCALE 5 SHOWN i DrawnCate I Chockedbate I To PROJECT C. E I 3 ` - ' _.__--._.. .- ...._....___-.-__-•. -___-_-. .. - .. .. .xrrc:- ... __-__._. _ .. ww�v .._...-- -' .. _ _ ....._..__•___'-_•• -___........--._ .� ..,. uwwaww ... ..._.__ .,,.,.„............. --- - ..., .... - _ .._-__- wav_...._.__ .._..._.__....._...._ �r .__-_•--..-_.... _.............._......... ..- ___.._........................._..,......_._,...............__...... _. .._.......... _...__ate...._...... .- ...wxm ... �.........,. .. F II I� 11 II a Ln LF1 C:) CD co CD 41 O CD O o X-490 , (' Com? 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DATEREVISI[ON C Coll 20 Qutlsvfew Drive Slit ;n - Ottawa, Critario,Canada K25 81-16 1 �` Cit Q eers6ur A/& York Tel. (613)5'26-5r522 a 613} 12 (� —'� '3^ _ - _....._..-- _.._ .-... _ _ __ i r:,'.'�M,,"•; � ,,�.�_=_,;"` � ;°;�xi led These rent drawings or illus'tra'tions and the design concepts ex ressed herein are the exclusive prope of (3 Drawing Title: p g p p p p I \ \ tris company as the contents, concepts are covered by patents or copyrights issued, pending or in course of f" These use wit The CoreGroupprofesaiolnal sere aes prentderee b n ProSiidgs or euTechenala ons or Inc. and neral fortheexclusive useth ulpf thesment e whom sect. Structural Enrinsers pr y Technology �,rr, l rf — , � Gll'7C t �/C/? PICT? �C� Any violation at this purpase,particularly the use of these prints for the duplication of design concept or 102 Undberrh Drive, Roanoke, Texas. 76262 _ TEL 817.854.0142 FAX: 81'7.491.4184 apparatus, will be prosecuted under all remedies provided by the law. �# 9 _ ........__..__ ._ �� ... . . . _... ........ 1/30; 7 GROUTED PEDESTAL FOUNDATION SCHEDULE SUPPORT Y-COORD. X-COORD FOOTING a4".SxC.B 9'-i.'W✓a,la,�7o--i". i SISE FOOTING REINFORCING BOTTOM OF GRADE/SLAB PEDESTAL PEDESTAL REINFORCING U/S TOP OF DETAIL TYPEDESIGNATION (FEET) (FEET) FOOTING ELEVATION SIZE BASEPLATE PEDESTALELEVATION � , � y. ✓ PCI _ 2 O.C. 500.42 500.17 1 C1-S4 = ' -7 5029.93 4952.64 . ` 0"x12'-0"'x2'-0" #6 1�3" . ., EACH A , T BOTTOM 9 .00 530,00 4 ""SC1! 29-# >� # TIES " I I/ Cl-S4 5038.66 4979.41 CF#2x2'-O" #6 @ 10" .C,, EACH WAY, TOP & BOTTOM498,67 503.00 42"SQ 14VENTS &#3 TIES @ 12" O.C. 504.50 504®25 1/C1-54 C1'9 5012. 3 4981®23 9"-oflx9'-0"x2'-0" #6 @ 10" O.C., EACH AY, TOP & BOTTOM495.00 500.00 36"SCS 134VE TS &#3 TIES @ 12" O.C. I 500.42 500.17 1/C1-S4 Wo tu NOTES: h 1. FINALGRADES ARETO BE VERIFIED; . FOOTINGSTHAT CROSS SHALL BE POURED INTE RAL.REIN FORCIN TO CROSS INTERFACE. _ ... _.. S. THE BOTTOM OF FOOTINk G ELEVATION OF PCI-8 IS BASED UPOON THE EXISTING BOTTOM OF FOOTINGOF MTKI-10. FIELD VERIFY 3 � o � 3 1.8 - •4 "fl N U U 0 CL �✓aV) o eP-cs p,' 71 ! •,— cz LLJ luo) PEDESTAL FOUNDATION SCHEDULE SUPPORT Qn® moo `—' I vQ"� oQ - . X-COORD FOOTING SIZE FOOTING. . E . RCI E . GRADE/SLAB PEDESTAL PEDESTAL REINFORCINGTAIL TYPE DESIGNATION (FEET) (FEET) FOOTING ELEVATIONSIZE EMBED/PED. . ELEVATION E PT6-6 5012.51 5010.59 CF#1x1''4" # 10"' 0,, E C AY, T O 495,67 500.0 Jug"' 64VESTS &#3 TIES @ 12" O.C. 503,42 I 2,4/C1-S4 Q 0 PT6-9 5002.91 5003,46 5'-6"x5'-6"xl'-4" #5 1£1'" .C., EAC AY, T P 495,67 50 . 0 1 6- 6 itEBT # TIES 12" O.C. 504,66 2,4/01-54 PT6'1 499 ,43 5016.19 6f_0"x6"-0"xlf-4"" # 1 "" ,C., EACH WAY, T P OTTO 495.67 5 0.0 1 646 VE TS &#3 TIES @ 12" O.C. 508,25 2,4/Cl-S4 BOTTOM 0.00 24"S 12-#6 VE TS 3'TIES 12" O.C. 510,10 3,5/Cl-S4 T6m1 5009.74 5013.13 F#3.x2. -4 _.. #B5 .. ...10 ®C,, EACH A�', T ...... ..... ..... ... ^ PT7-6 5018.11 5010.47 CF#2.x1'-4" #5 10" C., EACH AY, TOP..... BOTTOM 495.67 500.00 24"SQ 1246 VE TS &#3 TIES @ 12" O.C. 503,3.4 3,5/Cl-S4 • ..Fs 3P "U� PT7-8 5017.26 4x999,85 5 .6'$x5"-6"x1f-4" #5 10" O.C,, EACH WAY, TOS T"t'OM 495.67 50 3.00 18" 646 VE TS &#3 TIES @ 12" O.C. 505.04 2,4/Cl-S4 CP t W o f "" PT7-11 5005.51 49$5.11 6 -0"x6'-0"x2'-0" #6 10 O,C,, EACH A , TOP BOTTOM 495,00 500,00 3 " 6'#6 VETS #3 TIES 12"' O.C. 507,99 2,4/C1-s4 CLEC .NOTES: .. , rr 1. FINAL GRADES ARETO BE VERIFIED... CL a 2. FOOTINGSTHAT CROSS SHALL BE POURED INTEGRAL. REI NFORCINGTO CROSS INTERFACE. 8 8 dd1�W^ X 49 S}} a ® 5'-7 1/2" 3'-0 1/2" 1 C C7 /S„ � 7j L...- u °c 02 PT7-6 e v ra N c _ r MTK1-10 t r- PT6-6 d Cr v PT6-17 I �. 2'-6 9 7/8"---- 2'-10 9 }B _ y }B e"^ -10 3/8'- 1 .�_1 3/4 CF*2 FOUNDATION PLAN CFsl FOUNDATION PLAN 2 SCALE: 3/16" 1'-0" SCALE: 3/16" = 1'--0" C� C X CL SCALE A5 HO WIV Drawn Tate Chocked Dat rc PROJECT X10. ..... _. __. ..._. _.. ....... �o r 4-- cn l C Lfl cooCD O O O o I O k ;U r _ ' j � CJJ 01 41 ' I I IE' 1, CD O CA1 co I \ \\ \ U) --- to E i c� c 3 rri � \ © y. - v cry _ cc E O O IISrQ to O O v; e m � €m \ 1 M rrt ee� C a c' M E71 \\ , o ° oc ID � U Sz O r-- M M z 0 KD 2 i U) (i7 --i C7 n CD CA O r-- rj t m N E _- x' (Z' C.a j � � \�= i01 � _ -- I E w � 41. tA \ i•� \\'' \1 �\ \\ C Q0 N I 1 � X=5000 ZZ I \ � C57 t i � I � 111 i 1 it i lr � 1 r / lr \,I l �r , f/ �l /Yfl; •� — I — — — — ;/ -- — — — — — — — — — ----- 41 —ga J li i !,i',%l;; :{iib?,1,•''' g��s;/ ,�,'��g �A E x �{ CONSTRUCTION NORTH I I t P I i — — — -- — — — — — X=5070 I I _._. Projectitle: NO. DATE REVISION 1 Fri Inc. CL C) n 2650 Queenaview Drive Suite 115O dumb ! Ottawa,Ontario,Garda K-75 8l#6 ~ " ill cG) ;L \�VY C?Y 1 'Cel: (613)526-51%3 Fax: 0133 26-E-S'72 -- - _.._.._.-_ �€�� ���' �`°' • a ` .. _....._ ... ...__-.__.-._- .. -.. _.._--..._- ........-_.--- -- _._............. . . . _ .__.._.......__.--_-._ _. ..-..._-_.._._-_ -..- ......_.g � g'�EeI'' COMO fl r� r i Till � � These prints, drawings ar illustrations and the design concepts expressed herein are the exclusive property of � �• °� Via.` :;� (AI \ \ s this company as the contents, concepts are covered by parents or copyrights issued, pending or in course of moi ; \ The Core Goup -, preparation. These prints, drawings or illustrations are confidential and for use with equipment furnished or � � rf V1 4 struaturat Engineers professional services rendered by ProSlide Technology Inc, and are for the exclusive use of those whom sent. ' 1 "R '� {�' - ,�J e ,� `-''-h , 1 � any violation of this purpese,particularly the use of these prints far the duplication of design concept or 102 Lindbergh Drive, Roanoke, Teas, 75282 TEL: 817.854.0142 FAX: 817.491.4194 apparatus, will be prosecuted under all remedies provided by the Saw. ` 9 b .>..-... _.._. ... _..... _.. . _. ._ _....._ . . ... _............. .... ....._._ - - .... .... ... . _. . . ... _. �. PED. CL SLIDE1/39/2017 2'-0" @ PT7--6 xx��a«mi. 6" 2'--6" @ PT6-17 CL SLIDE/PED. '� ° YOKE PLATE. FIELD POSITION YOKE PLATE FOR SLOPE AND ROTATION PRIOR TO FIELD WELDING. RE: } Tl,-, - WELDING SCHED. FOR WELDING YOKE PLATE. FIELD POSITION YOKE REQUIREMENTS.PLATE FOR SLOPE AND ROTATIONCOL./PED. F�� c F + PRIOR TO FIELD WELDING. RE: + � a T.G.S. EL (SEE RE: SCHED. FOR COLUMN SIZE r_ WELDING SCHED. FOR YIELDING � •- J ,;J AND BASE PLATE DETAIL RE: SCHED. REQUIREMENTS. RE: SCHED. I - - - - PROSLIDE DdVGS) ' TOP OF EMBED I ___ _ S TOP OF EMBED It FIRST FOUR TIES C jm i la° It-3/8"x12"X1'--0" I 3 NONSHRINK GROUT � I 3" O.C., REST AT � ' E ®„ SPACING IN SCHED. <' �--FIR`�f FOUR TIES ,' EMBEDMENT PLATE, � , • �-1/4'° END GAP _ • - FIRST FOUR TIES Q b 3" O.C., REST AT RE: 8/C1-S7 , > V) RE 7/C1EMBEDMEN S4 LATE 3" O.C, REST AT r,> RE: 7A/Cl-S4 n ; : .` , SPACING IN SCHED. =ti RE: SCHED. SPACING IN SCHED. T.O.PED. �� a I c =. - o• -- - CONC. PEDESTAL PROVIDE - TS4x4x 1/4 W/ 1/4" CAP It , FIELD VERIFY = I *� ; �_ � ..� RE: SCHED. FOR PEDESTAL '' � _ ,I 4 TIES AS SHOWN C� TOP {�fYP.) SEAL WELD U°� FIN° GRADE/SLAB .: 517_E ANI) REINI°ORCING OF PEDESTAL. RE: SCHED. x . 2 CLR. 2 CLR. ; FOR TYP. SPACING RE: SCHED. FOR VERTICAL ID IV SLAB ON GRADE W/ g RE: SCHED. FOR HORIZONTAL REINFORCING EQUALLY SPACED ' 2 CLR. '" FIELD VERIFY FIELD VERIFY Lu 1/2" E.J. MATERIAL FIN GRADE �° _... FIN SAAB �°_ °` '" _� TIE REINFORCING AND SPACING � � � �= 2 - • `i RE: SCHED. FOR PEDESTAL `` a G1- _ SIZE AND REINFORCING ' _ �' c� SLAB ON GRADE Wf s ! / o SLAB ON GRADE 4'! 1/2" E.J. MATERIAL > �i ? 1/2" E.J. MATERIAL _ CJ j P c s , C� wtt.tu b RE: SCHED. FOR FOOTING RE: SCHED, FOR FOOTING = RE: 5CHED, FOR FOOTING v v .• -f SIZE AND REINFORCING SIZE AND REINFORCING SIZE AND REINFORCING PEDESTAL/COLUMN � � ooa- Of _._......._... . u s =. _... RE: SCHED. IIs. -._......: RE SCHED .__..... _.___ .. RE SCHED ! ' DIAMETER BOT. OF POOPING BOT. OF FOOTING U E BOT. OF FOO PING STD ACI HOOK STD ACI HOOK STD ACI HOOK RE: SCHED. g ' RE: SCHED. �7 RE: SCHED. , PEDESTAL a > iU � ro U. a. ...,,,GROUTED �� SCALE, 1/2" = 1'--0" U2 SCALE. 1/2" _ 1'--Q" SCALE: 1/2" _ 1'-0" SCALE: 1/2" 1'--0" �y_"''" U3U4 _ 4n �L C12 ro"Di N.0 CL .fir dCI G_..✓ @? b; Gl O C•� 6A E, ® q d- cv v a U VARIES `� � �, 0-°CL< a CL RIDE - (5) HEX NUTS PER ROD 1B 1, EQ. EQ, �2 2-3/8" FLAT PLATE WASHERS (3" SQ.) o CAUTION PROSLIDE CONSTRUCTION NORTH f I ��Dl POSITION ROD SO THAT THREAD CALL PROSLIDE TO VERIFY �,®" I� p - IS AT TOP OF CONCRETE , ANCHOR ROD PLACEMENT ( // RE: SCHED. -� PRIOR0 CONCRETE POUR I `' �� I �, T.Q.PED. w r� ,Q x 0. - 1/4"0 BOLT HOLE 2 W I � ;', �, Cl i u I 10 GA. STEEL TEMPLATE (2 y ,n `'. REQ'D. 'TOP TEMPLATE AS 1 `' v ._.__----_.__..._.._.._....._....._._....._....._.__....._._-... ANCHOR ROD HOLES SHOWN, BOT. TEMPLATE I \ ,, L, I EQUALLY SPACED TO -¢ WITHOUT INTERIOR „X"') 12" MAX. TIE SPACING RE: SCHED. / _ MATCH BASE PLATEOL ' RE: SCHED. FOR „ RE: SCHED. FOR HORIZONTAL I `� - _ -`=�-- = - - PEDESTAL SIZE & SHAPE R-3/8 x3 SQ. WASHER TYP. TIE REINFORCING AND SPACING -- ANCHOR ROD _, I R-3/8"x4" SQ. WASHER { 1 1/2" AB a STEEL TEMPLATES (DIA. LENGTH VARIES) �✓ - -�, -1/2" GALVANIZED NOTE 2 CD � - PLATE SECURELY #" C DOUBL E-NUTTED TO 3 RE: SCHED, FOR HORIZONTAL ®,� ANCHOR RODS ''' /16 TIE REINFORCING AND SPACING , r 3 2 1/4" 3/4"0 THREADED BAR ANCHOR NOTES: PED./COL. .-3/8"x4" WASHER EQ. EQ. ,® i i i (4) REQ'D TYPICAL 1, ALL IMOD MATERIAL f0 BE F1554-GR. 36 GALVANIZED 1 1/8" ,°,' ,®' 1 1/8" � >9 ,> 2. SHOP TACK WELD IF ANCHOR BOLTS ARE ASSEMBLED WIDTH BOLT CIRCLE {8) REQ'D AT A WITH THE BOLT TEMPLATE IN THE SHOP, OTHERWISE FIELD WELD. PEDESTAL CANCHOR ROD DETAILOLUMN SECTION ANCH. ROD , PLATE EMBEDMENT PLATE- 7A 7 " �.._..._....._-.._ _ _ " 1 Q SCALE: 1 1/2 - 1 0 (GALVANIZED) SCALE: 1 1/2 - V-0" (GALVANIZED) U5SCALE. 1/2 1®-0" SCALE. 1 " '_ " " - „ NOTE: '°X" AND "Y" GRID REFERENCE CONSTRUCTION NORTH COORDINATE SYSTEM ESTABLISHED BY PROSLIDE. ++� LQ i e a �x f YOKE PLATE WELD 4 i (' y SLIDE WELD REQUIREMENTS TYPE PT32 3/16" x 8" FILLET MINIMUM CENTERED, BOTH SIDES OR 4" FILLET EACH END, BOTH SIDES 3 � SCHEDULE SCALE: P .T.S. SCALE Drawn Date Checked Date TC PROJECT HO. .. .... COP F_ / 1.3.9 _. . __ _.. .. _.... _.... g- ... �� - - - P1, L,9i ;� �"`�,��� meg' ✓;° T.O.C. DENOTES TOP OF COLUMN CAP T.O.PED. DENOTES -FOP OF PEDESTAL 1 C1-S6 I 2"__..,....._..� —. v..- Pr6-48 B.O.Y. - 535.23 a✓ PT7-46 B.O.Y. = 535.152 E RE: 6A/C1---S6 FOR STIFFENER --- O U V) K3 CAP PLATE DETAIL SUPPORT �S COLUMN ` 532.74 - PT7-43 B.O.Y. = 532.74 w 1 +�� WALL TOCOL. 00 PT6-45 B.O.Y. = 531.98 1 -- — 1"RAD. CUT FOR COLUMN TO BASE '-a PLATE WELD t - � _ c V) x 1 I VARIES ' �- SUPPORT v U I 2/C1-S6 �' COLUMN I " o- I I PT6-41 B.O.Y. = 528.69 RE: 6/C1-S6 FOR -- BASE PLATE � U i CAP PLATE DEi-AIL 531,50TYPICAL BASE PLATE I PT6-38 B.O.Y. = 526.96 T.O.COL. i STIFFENER DETAIL � v.a I = I I PT7-40 B.O.Y. = 530.71 I I SCALE: 1 1/2" = 1'---0" v I I ® @Lav a = vim °� �. = 8, I i I PT7-37 B.O.Y. = 528.90 G= � I I Iqptin I I F7 P -34 B.O.Y. = 526.35 I � 0 � 0- u - I i o r- t vi r tE4, e a c a. I I I I I ( y .2PT6-35 B.O,Y, = 524.90 I I i 1 ( I PT7-31 B.O.Y. = 524,10 3/C1-S6 LoW __.... RE: 6/C1-S6 FOR I CAP PLATE DETAIL .h 8 I PT6-31 B.O.Y. = 521.14 517.17 T.O.COL. m PT6-25 B.O.Y. = 516,27 I PT7-27 B.O.Y. - 520.74 ( " PT6-28 B.O.Y. = 518.63 U, I I PT7-23 B.O.Y. = 518.11 I I a I I � I PT7-17 B.O.Y. = 513.71 .uv ` ' ( I � PT6-22 B.O.Y. = 513.56 X >" C14 I I PT6--20 B.O.Y. = 512,22 OL v I PT7-20 B.O.Y. = 516.12 II I U..! cll PT7-14 B.O.Y. = 510.75 I I v I I I i 1 ! j ii I 2'j0" I I I s I 2'4' I FLOWHOLE 1} 6" I FLOW HOLE I ? C FLOW HOLE SECTION f SECTION I SECTION RE: 4/C1 -S5 FOR STIFFENER RE: 6/C1--S7 FOR STIFFENER - RE: 4/C1-55 FOR STIFFENER G f ° 500.42 500.17 ��y �e \ f, � � 500.42 � 504.25 `�, "��, \ /. � .. D� �04.a0 500.17 �, ®a �' �. ... ASE � � U/S BASE � T.O.PED, �` U/� BASER T.O.PED. � � � U/S B T.O.PED. <ti Ff 'I r� 2'®6>D vi B I4 �a } A8 ® 3-6 3-® �e - _ V0 j„-7 1 PROSLIDE CONSTRUCTION NORTH 6X PROSLIDE CONSTRUCTION f NOR FH PROSLIDE CONSTRUCTION NORTH 2-2" FLOW HOLES ALIGNED 'rV/ SAME AXIS AS 3Q' �Yp, X 2"0 COLUMN FLOW HOLES. HOLE EDGE SHOULD - s 2D 2"0 FLOW HOLES ALIGNED W/ SAME AXIS AS 300 TY BE TANGENT TO INSIDE COLUMN! FACE / 2"0 COLUMN FLOW HOLES. HOLE EDGE. SHOULD p, / BE TANGENT TO INSIDE COLUMN FACE `' . 2_-1 1/4"0 FLOW HOLES ALIGNED W/ SAME AXIS C AS 2"0 COLUMN FLOW HOLES. HOLE EDGE C) R1'-3" -- SHOULD BE TANGENT- TO INSIDE COLUMN FACE R1' 0"Ty�pp � i a 3 _ \ TYP // R1}- ,} 3 f$ I/ \ p /\ R1}-O}} fD 3/8 CL 30"0 COL. -~-�-�`'"..._--, j .- ... 24"4 COL. -� � �� � , ..,-, � ------.__ 18"0 COL. � / ' SCALE \\ ,tet•5 �5�IO kYIV / ® / `- c Q % 8-1 1/4"0 GALV. -0, � 1--, 2�xCOL. DIA. / GALVANIZING HOLE Drawn Date ANCHOR RODS / -/- 12-1 1/2" GALV. / `, .25XCOL. DIA. 12-1 1 4"0 GALV. GALVANIZING HOLE ANCHOR RODS laxCOl... DIA. ANCHOR RODS / - \ STIFFENERS Checked Date i GALVANIZING HOLE BASE Fl-1 1/4"00 0 TC /;- _.__._ \' 12--Ft-3 8" SFC�ION BASE I -1 1/4"x420 - 12- -3/8" BASE E-1 1/4 x 36 0 STIFFENERS I PROJECT NO. STIFFENERS SECTION SECTION `j COLUMN PC1-8 COLUMN PC1-9 C,0 L U M N PC1-7 COL. SCALE: /8" = 1'-0" (GALVANIZED) COL. SCALE: 3/8" = 1'—O" (GALVANIZED) COL. SCALE; 3/13" = 1'-0" (GALVANIZED) BP SCALE 1" = 1'--0" BP SCALE 1" = 1'-0" BP SCALE 1" = 1'--0" . .� ...-. _.. . ..... . . .__. ...... _._ ..._.._.._m__......... ___................................. ..........................._........_.. _..... - ... . ...._....._......_....................._ ._.._.._._.._... __.. . _.. . 6 6A C1-56 1/3012017 � COLUMN COP OF COLUMN CAP PLATE i PLATE "C" 4"x4"xVARIES cn SEE NOTE 2 ( I AN8"x4"x1" SEE NOTE 1 h5 ANCHORING PLATE D ra TOP OF INTERIOR I j BRACES I = ° _.___—j i (2) INTERIOR BRACES r 0 TO REDUCE COLUMN C- o J I (2) STIFFENER PLATES u NOTES: DEFORMATION I RE: 4/C1-S5 00, p3 1. ANCHORING PLATE 'D' (8"x4"x1") CAN BE USED FOR 13 - 1$ LIFTING AND LOWERING COLUMN INTO GALVANIZING J4° �___ - Imo~ TANK. RE: 8jC1-S6. I g 2. PLATES 'C (4"x4 xVARIES) SHOULD NOT BE USED "- A /� ®o AS ANCHORING POINTS TO RAISE AND LOWER PT7-46 ` ''° PT7-23 COLUMN INTO GALVANIZING TANKS. RE: 7/C1-S6. I a I c PC6-35 PT7-37 PT6-31 3. ALL CAP PLATE CLIPS ARE TO BE ALIGNED WITH I E U �' i2:E ..C- DIMENSION .� DIMENSION A. THIS DIMENSION IS ROTATED "I � >� _ � ., PTCLOCKWISE FROM CONSTRUCTION NORTH. ° U �� . _ © � PT6-48 n, r� - / PC1-9 4. ALIGN THE STANDARD 2" FLOW HOLES ALONG THE _ PC1 -T ° ° PT6 25 SAME AXIS A� ANCHORING PLATE D '6' v 1 PT7-43 / _ PT7-34 I P PT7-27 / , ( ,/ " - - — - — — - — 1 _ j 1� I — -- — PT6-20 �/ 5. REFEHOLERSIZE.IHE SCHEDULE FOR PROPER BOLT AND I .S n 6. AFTER GALVANIZING IS COMPLETE, BOLT CAP PLATE I QAt PT7-20 PIPE COLUMN , cn / TO CLIPS C AND D BEFORE SHIPPING TO SITE. I _ PT6-38 C PT6-45 I I € ------ - - a c v PC 1-8 I C AD w. s°' i O j PT7-14 i :E ! 7L U� PT7-40 PT6-22 I I -0 n� c o ' P C6-28 ,,.. N PTCI 41 PT7-31 �• (2) 2"0 STANDARD FLOW ffi a ° .®.N HOLES EACH SIDEo C ® Co 06) ° 1� I SEE NOTE 4 C' �< UNDER SIDE OF BASE PLATE TOP OF PEDESTAL .19` 2.8$' RADIAL ARM ORIENTATION ION PC1-8 RADIAL ARM ORIENTATION_ Cl-9 TYP. COLUMN GALVANIZING DETAIL SCALE. 1 j2 - 1 SCALE: 1/8" 1®-0" SCALE: 1/8" - 1'-0" p - Y U2 to � SCALE: 1 jB" m 1'-0" Q) _ oCL n QS °F 0 m @tO^}, 5/8" HOLES FOR - 1/2"0 A325 BOLTS RADIUS TO MATCH COLUMN I . p CONSTRUCTION NORTH ; OX Dlk CAP PLATE DIA. = COL. DIA. + 8'° FILLET 3/4 RAD. PLATE "C" TYP. OF (2) --`- -� cn o - __--- - - -_..._.._...._.__. 2 2 1 I " I PLATECAP 1 Pip TYP. ti _-.....__-__a.............._ INTERIOR BRACE GRIND SMOOTHPLATE "C" DETAIL ,/ �--- ? DESIG. DI „A„ ? REQUIRED WN) e! PC1-7 0° YES ANCHORING PLATE "D" { SCALE: 3 = l'-O" ' PC1_8 0" YES TYP. OF (2) v I PC1-9 0" NO...._.._. NOTE: SEE COLUMN ELEV. FOR CAP PLATE THICKNESS DETAIL @ 6 1 1/2"0 HOLES FOR CONSTRUCTION NORTH 1 1/4"0 A325 BOLTS. CONFIRM W/ �} -CONSTRUCTION NORTH RADIUS TO MATCH COLUMN NOTE: INTERIOR BRACES ONLY REQUIRED AS �} FABRICATOR I� NOTED IN GALVANIZING SCHEDULE SEESEP NOTE ``_- ANCHORING PLATE D - (k OF t-3/8 STIFFENER TYP. ( ( (-I — TYP. OF (4) I ( ( C f o FILLET 1 3/4" RAD. 2" ® 2"Cj jlVw � 4' O y 3/16 V Pip TYP.`'e �a GRIND SMOOTH/ -- 0 3j16 `-- EXTERIOR COLUMN WALL - J/ ,, STIFFENER - � -- 81 88 B vJ '•�- _ (2) INTERIOR BRACE, 6% 2 . PLATE C TYP. OF (2) -�- LENGTH TO MATCH INSIDE COLUMN 4 4 DIAMETER. STACK BRACES ON TOP J OF EACH OTHER WITH 1" GAP. DETAIL @ 6A ANCHORING SCALE A,.5 ,.�°NC7Y IV PLATE "D" DETAIL INTERIOR BRACING DETAIL CAP PLATE DETAIL Drawn Date 6A 6 SCALE: - 1' -0 SCALE: 3j4" = 1'- " SCALE: 3j4" = 1'-0" Checked Date TC PROJECT NO. -- _ .. - - _.. __ _._.._ ... ....... __. FABRICATION NOTES: 5 x/84 2CZ 1. SEE SEPARATE DOCUMENT PROVIDED PROSLIDE �. COL.. ARM REACH (RE: SCHED.) (�. OF SLIDE/YOKE PLATE . STANQMDS FOR STEEL FABRICATION" FOR COL. GALVANIZING FLOW HOLE SIZING & PLACEMENT ARMREACH (RE: SCHED.) (L OF SLIDE/YOKE PLATE HORIZ OFFSET 2. PROVIDE END CAPS FOR ALL HSS & RHS STEEL `" P €;. M'` END OF ARM SECTION; AS DETAILED IN 8/C1-S7. 2I91/2- ................... 39B ........._._.... 1 1/4"0 A325 BOL F � .._..__.. .-.-.-_. _ 1 3 U9 " Pa { 5t " 9D "A" i 55 R.-3/8 x12 x1 --0 C� YOKE PLATES 2 1/2"14" .�. EQ EQ A - ED, I R ASSEMBLY B .g ARM RE: SCH TYP. 1/�V \ RE: COL. ELEV. 1 I / V B.O.Y./TOP OF � __ - — — _ 1E TYP. - � 5B 59 } -O /4 � �U 16 I B 1 \TYP. RE: SCHED. ' Q U E�a /4 -- - ' It-1/4" END CAP I FOR SLOPE HORIZ OFFSET 0 1.1 1/4"o A325 -" . - RE: 8 C1- ASID 'A ;' I [� V S7 BOLT @ EA, 1/4 V J _ EQ EO , PLATE 1l4 I e e PIPE COLUMN 1/4 VA 1� cu 1 VV 0� f4 -® i- i �— END OF ARM It ASSEMBLY "A" -f j 2 1/2,a s 3B, ���� � �'-3/851x12"x1,_051 4 YOKE PLATES I PL "AaD D ro 1 PIPE COLUMN --� I , RE: SCHED. _ FOR SLOPE 1/ V ARM - RE: SCHED. v o TYP. .� fq. ' 4 RE: COL. ELEV. v - - - - - - ___ - -. - - - - - - . - _ - - _... _ _ B.O.Y./TOP OF 1 L 1 TYP>-5- I �®p Da 5D TYPr 4 I It B 4 I /4 It--1/4 END CAP "o v 2 1/2" 25b It ASSEMBLY "B" 1s � I „ 1 41 RE: 8fC1-S7 � 6 =" � F 1 1/4"0 A325 a BOLT @ EA, _.._....� 1 I wo— moo I 1 1/4"0 A325 BOLT ALL SUPPORT ARM TO COLUMN CONNECTION BOLTS SHOULD BE INSTALLED FROM TOP. PLATE ALL SUPPORT ARM TO COLUMN CONNECTION BOLTS SHOULD BE INSTALLED FROM TOP. C �� a ID RADIAL ARIM SUPPORT (DN BRACE) RADIAL ARM SUPPORT (UP BRACE). SCALE: 3/4" w 1'-�0" GALVANIZED SCALE: 3/4" = 1'-0" (GALVANIZED) v / (GALVANIZED) CL 8� .2- q) _-� q)o_ COL. ARM REACH (RE: SCHED,) ( OF SLIDE/YOKE PLATEBRACED RADIAL ARM SCHEDULE O o� C CL 1'-O" MIN 1'-0" MIN A�'ggaa 3 1 -o`�� 52 CL`C 4S _.-_. _... - -..__.._-- .--. 3i.a SUPPORT COLUMN ARM SIZE ARM REACH BRACE SIZE HORIZ. VERT. BRACE SLOPE ARM DETAIL EQ EQ MARK MARK (FEET) OFFSET OFFSET ys -- IL-3/8"x12"x1'-O" C YOKE PLATES PT6-38 PC1-7 HSS4x4x1/4 10.917 HSS4x4x1/4 - - 4.5/12 1/C1-S7 END OF / DD / / - - / / ' - �'-'1 4 END CAP PT6-41 PC1-7 HaS5x5x1 4 14.417 HSS5x5x1 4 4.5 12 1 C1 S7 � r' ARM RE: COL. ELEV. i� RE: 8/C1-S7 PT6-45 PC1-7 HSS4x4x1/4 11.417 HSS4x4x1/4 - - 4.5/12 1/C1-S7 B.O.Y,ITOP OF _ l v ., - 3- - - - - - j^ - PT6-48 PC1-7 HSS6x6x1/4 12.667 HSS5x5x1/4 - 4.00 12/12 3/C1 -S7 _ m ' SP 2 1/2 ® �¢r3 `` I P17-46 PC1-7 HSS6x6x1 J4 12,167 HSS5x5x1 J4 - 3.25 9/12 3/C1-S7 [ PT7-23 PC1-8 HSS4x40/4 10.083 HSS4x4x1/4 4,5/12 1/C1-S7 , Jy 1 V `�YP• SAME SIZE: AS ARM °3 `° /q � PT6-31 PC1-8 � HSS4x4x1/4 5.000 HSS4x4x1/4 - - 4.5/12 1/C1-S7 - � � �- BRACE - RE: SCHED. � � - - -. .- - -- - - - - - - - i n � - - - - - - - - i''f i PT7-34 PC1-8 HSS4x4x1/4 10.750 HSS4x4x1/4 2.00 - 4.5/12 2/C1-S7j 1s a PT7-20 PC1-8 FISS4x4x1/4 11.500 HSS4x4x1/4 - - 4.5/12 1/C1-S7 i��� ' TYP. / PT7-31 PC1-8 HSS4x4x1/4 10.250 HSS4x4x1/4 2.00 - 4.5/12 2/C1-S7 " p s /1YP. i 1/4"� A325 It 9 B 1f4 � \ FZ�°�' PT6-28 PC1-8 HSS4x4x1/4 9.583 HSS4x4x1/4 - - 4.5/12 1/Cl-S7 � ' — — BOLT C p�' ,� PT7-40 PC1-8 HSS5x5x1/4 14.417 HSS5x5x1/4 4.5/12 1/C1-S7 EA. PLATE _ _ PT7-27 PC1-8 HSS4x4x1/4 4.167 HSS4x4x1/4 9/12 1/C1-S7 25= 4" PT6-35-. PC1-8 HSS4x4x1/4 11.500 HSS4x4x1/4 2.00 - 4.5/12 2/C1-S7 - RE: SCHED. ASSEMBLY "A" PT7-37 PC1-8 HSS4x4x1/4 6.500 HSS4x4x1/4 - 4.5/12 1/C1-S7 FOR SLOPE 1144 / "moi/ PT6-20 PC1---9 HSS5x5x1/4 13,000 HSS5x5x1/4 - - 4.5/12 1/C1-S7 1/4 _ ` / PT6-22 PC 1-9 HSS4x4x1/4 6,500 HSS4x4x1/4 - - 4.5/12 1/Cl-S7 PIPE COLUMN I PT7-14 PC1-9 HSS4x4x1/4 8.083 HSS4x4x1/4 2.00 - 4.5/12 1/Cl-S7 I PT6-25 PC1-9 HSS4x4x1/4 9.000 HSS4x4x1/4 2.00 - 4.5/12 1/Ci-S7 PT7-17 PG1-9 FISS4x4x1J4 9.667 HSS4x4x1/4 - - 4.5/12 1/C1-S7 I / Pa It ASSEMBLY "BBI � ......... 2 1 2 2 ALL SUPPORT ARM TO COLUMN CONNECTION BOLTS SHOULD BE INSTALLED FROM TOP. 1 1/4"0 A325 cc)RADIAL ARM SUPPORT (HORIZ. BRA BOLT SCALE: 3/4" m 1'--0" GALVANIZED - 2" 10 DAR 6" x 1/2" (SAME WIDTH 1/491 1 RAD. 1/4 655 AS END It ON HSS BRACE) Z-1/4" END CAP -\ I 1 1/2" RAD. TUBE BRACE 2 1/2" 2" - - �, � I 1 5/1 18 B5 PB HOLE I'�-1/2 x4 x1'-0 .� rJ (7) 7/16"0 HOLES `x A o . NOTE: PROVIDE A325 1 1/4"0 BOLTS ' 1/2 t t I' 1/2" (1" LARGER ALL O PLATE "A"- ............... SIDES THAN TUBE BRACE) RE: SCHED/DETAILS FOR SIDE VIEW CJ SCALE: 1 1/2" 1'-0" (GALVANIZED) IYP� HSS SIZE. STIFF It 1/4"x6" (ALIGN RE: SCHED/DETAILS FOR - - 3/8"00/4" LONG DOWEL 2 1/2"-`� 2" w/ WALLS OF HSS BRACE) 1" ' "x8" HSS SIZE. ADJUSTING PINS PLUG / LD 1 ;n a I 6 , WE O PLATE ((gppp 1 5..._. 2" 418 1 5/16"0 R-1/4 END CAP , TUBE BRACE HOLE_ I / ~ \ 4 CD PC. PLATE .�/16at "' (GALV. AFTER FABRICATION) « 5/8" RADIUS COPE \ 4 1/25A 5/16" '� Q COuoV1N �a % , e _ Z-1/4" GUSSET 1 D5 1" (EACH SIDE) �J1 ;-_.° !� SCALE _ `- 5/8" RADIUS COPE -zA15, 1 7 3/8" 6" 651 7 3/89} 5 SH�71NN 2 1/2" 29a 1 1/8"0 HOLE ✓ J R-1/2 x8 1 5J16" ry NOTE: WORK LINE (� BRACE) ` � � 2'-2 3/4" � (2 REQ'Q) Drar—�Date 1 5/16"0 HOLE TO PASS THRU BOTTOM OF / HOLE I PLATE AT OF HOLE 1I�V C Date END VIEW 7-C NOTE: PROVIDE A325 1 1/4"0 BOLTS NOTE: PROVIDE A 25 1 1/4"0 BOLTS NOTE: PROVIDE A325 1 1/4"0 BOLTS I PROJECT 0« PLATE ASSEMBLY "A" LATE ASSEMBLY lrBq? TYP. END CAP DETAIL PRO UBE '32' YOKE PLATE PLATE I?Blp P SCALE: i 1... = 1'-0" SCALE: 1 1/2" ® 1'-•0" (GALVANIZED) ) SCALE: 1 1/2" _ V-0" (GALVANIZED) SCALE: 1 1/2" 1'-0" SCALE: 1 1/2" M 1'-0" (GALVANIZED) (GALVANIZED) { ,{ _ _... � _. . _. .. _ _ .. GENERAL NOTES 7 __.____..._.._._._..._....__..._.. ..........._._.__.__- a�n� GENERAL SPECIAL INSPECTIONS STRUCTURAL STEEL FOUNDATION DESIGN - FOOTINGS sui( THE FOLLOWING GENERAL NOTES CONSTITUTE A MAJOR PART OF THE PLANS AND SPECIAL INSPECTION IS REQUIRED AS FOLLOWS: 1. FABRICATION, ERECTION AND CONNECTIONS OF STRUCTURAL STEEL SHALL BE IN 1. FOUNDATION DESIGN IS BASED ON THE FOLLOWING CRITERIA: 4 SPECIFICATIONS. STRICT COMPLIANCE WITH THESE NOTES IS ESSENTIAL TO THE ACCORDANCE WITH THE AISC SPECIFICATIONS FOR THE DESIGN, FABRICATION ANDk •°<g� ?r° PROPER CONSTRUCTION OF THE BUILDING. 1, SUBGRADE INSPECTION TO VERIFY ALLOWABLE BEARING FOR FOUNDATIONS. " SOIL REPORT BY DENTE ENGINEERING "p ;p ERECTION OF STEEL BUILDINGS . DATE OF REPORT OCTOBER 6, 2011 = � 1. THE DETAILS, DESIGNATED AS "TYPICAL DETAILS," APPLY GENERALLY -f0 THE. DRAWINGS 2. CONCRETE AND REINFORCEMENT PLACEMENT FOR PEDESTALS AND FOOTINGS. REPORT NUMBER FDE-11-185 i i 2. TEMPORARY BRACING MUST BE PROVIDED FOR ALL CONSTRUCTION LOADS AND RECOMMENDED FOUNDATION TYPE FOOTINGS IN ALL AREAS WHERE CONDITIONS ARE SIMILAR 'TO THOSE DESCRIBED IN THE DETAILS. i MAINTAINED IN PLACE UNTIL COMPLETION OF THE STRUCTURE. # 3. CONCRETE TESTING FOR FOOTINGS AND PEDESTALS. BEARING STRATA STRUCTURAL FILL-ONE FOOT MINIMUM PLACED 1 SLEEVES AND BLOCKOUTS REQUIRED FOR PASSAGE OF PIPING, DRAINS, CONDUIT, ETC., ( 3. WELDING - UNLESS OTHERWISE NOTED, ALL ANGLES, PLATES, RODS AND I UPON PROOF COMPACTED SOILS. AND ANCHORS REQUIRED FOR ANCHORING EQUIPMENT AND PIPING ARE NOT GENERALLY 4. A36 RODS AND EMBEDS INSTALLED IN CONCRETE MISCELLANEOUS FRAMING ARE TO BE WELDED AT CONTACT JOINTS AND SUPPORTS. ALLOWABLE BEARING 3000 PSF � L INDICATED ON 'THE STRUCTURAL DRAWINGS. THE CONTRACTOR SHALL DETERMINE SUCH ALL WELDS VISUALLY EXPOSED SHALL BE CONTINUOUS, UPdIFORM AND GROUND SMOOTH ' m REQUIREMENTS FROM OTHER SERIES DRAWINGS, SUBCONTRACTORS, AND SUPPLIERS 5. SHOP WELDING (IF NOT DONE PER U.B°C, APPROVED SHOP) OF THE STRUCTURE. 2. TEMPLATES SHALL BE USED FOR PLACEMENT OF ANCHOR RODS AND/OR DOWELS TO I � � � p AND SHALL COORDINATE -THE LOCATIONS AND DETAILS FOR THESE ITEMS PRIOR TO I CONCRETE COLUMNS, BEAMS, WALLS OR FOOTINGS. I �__� 8 FABRICATION OR CONSTRUCTION OF THE BUILDING STRUCTURE SHALL BE BROUGHT TO 6. FIELD WELDING WELD SIZES SHALL CONFORM -i0 AWS D1.1 MINIMUMS, EXCEPT AS NOTED. ° -2 °' c 7 O F- 0 0 r 3. CONTRACTOR SHALL REVIEW THE GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. THE ATTENTION OF THE ENGINEER FOR RESOLUTION. , �:� �.�° , 7. HIGH STRENGTH BOLT INSTALLATION. 4. REQUIREMENTS FOR HIGH STRENGTH STEEL MEMBERS OR ANCHOR RODS ARE SHOWN THE CONTRACTOR JS RESPONSIBLE FOR VERIFYING ALLOWABLE BEARING. 00 3, VERIFY, OR ESTABLISH, LOCATIONS AND DIMENSIONS OF ALL FRAMED OPENINGS ON THE MEMBERS OR DETAILS WHERE THEY APPLY ON THE DRAWINGS, 8- -6 � fn �' RELATED TO EQUIPMENT, IF ANY. WHERE SUBSTANTIAL RELOCATION OR CONSTRUCTION OBSERVATION AND INSPECTION SHALL BE PROVIDED BY THE OWNER. p RECONFIGURATION IS REQUIRED, SUBMIT A DRAWING TO THE ENGINEER FOR REVIEW. THE CORE GROUP WILL NOT APPROVE ANY SLIDE/TOWER INSTALLATION WITHOUT 5. ALL BEAM CONNECTIONS SHALL BE STANDARD DOUBLE ANGLE TYPE UNLESS DETAILED I " � ° =_ - v VERIFICATION THAT ALL STRUCTURES HAVE BEEN CONSTRUCTED ACCORDING TO THE OTHERWISE. PLATE SIZES, NUMBER AND SIZE OF BOLTS FOR FIELD CONNECTIONS X 4. MATERIALS OR PRODUCTS SUBMITTED FOR APPROVAL WHICH ARE NOT AS SPECIFIED IN STRUCTURAL DOCUMENTS. STRUCTURAL OBSERVATION AND INSPECTION ARE NOT PART SHALL BE DESIGNED BY THE CONTRACTOR. DESIGN STANDARD CONNECTIONS, USING � sr� ' G 2��-0 THE DOCUMENTS SHALL BE ACCOMPANIED BY A CURRENT I.C.B.O. (INTERNATIONAL OF OUR CONTRACT, THIRD PARTY INSPECTION IS RECOMMENDED. COPY ALL THIRD FIFTY--FIVE(55) PERCENT OF THE VALUE, FOUND BY DIVIDING THE STEEL BEAM SPAN 1. COMPOSITE DECK SHALL BE AS FOLLOWS: 0 . CONFERENCE_ OF BUILDING OFFICIALS REPORT. MATERIALS OR PRODUCTS THAT DO PARTY INSPECTION REPORTS TO PROSLIDE AND THE CORE GROUP, INTO THE VALUE WC FROM THE BEAM TABLES PART 2 EIGTH EDITION OF -THE AISC : 2 LOCATION TOWER PLATFORM, WALKWAYS AND LANDINGS a v 2 NOT HAVE I.C.B.O. REPORTS INDICATING -THE SUBSTITUTED MATERIAL OR PRODUCT TO CODE, IN NO CASE SHALL THE MINIMUM NUMBER OF BOLTS BE LESS THAN TWO (2) TYPE P-3615 CANAM COMPOSITE OR 1.5VI... VULCRAFT v �°r v BE EQUAL TO THAT SPECIFIED, WILL NOT BE CONSIDERED. ROWS FOR W12 AND SMALLER. DEPTH 1 1/2" 1 GAGE 20 C: 5, PLANS, SECTIONS AND DETAILS ARE NOT TO BE SCALED FOR DETERMINATION OF CODES AND DESIGN SPECIFICATIONSALL BOLTS INDICATED BY SYMBOL ON DETAILS SHALL BE 3/4" DIAMETER UNLESS FINISH GALVANIZED o .a��_0 QUANTITIES, LENGTHS, OR FIT OF MATERIALS. NOTED OTHERWISE. 0 2, DECK SHALL BE CONTINUOUS OVER 3 SPANS, MINIMUM. i > a 6. THE CONTRACTOR SHALL VERIFY JOB SITE CONDITIONS, UNDERGROUND UTILITIES, ETC., 1, NEW YORK BUILDING CODE 2010 I BOLTS SHALL BE AS FOLLOWS, EXCEPT AS NOTED: o U U Ln -THAT MAY CONFLICT WITH THE PROPOSED CONSTRUCTION. ! I 0 - E 3, SLAB THICKNESS: 4 TOTAL I w _ v 2. STRUCTURAL STEEL: SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, THE BEAMS A325N (TORQUE CONTROL) SLAB REINF: 6X6 - W1,4 X W1.4 - 7, THE OWNER CONTRACTOR SHALL PROVIDE INSPECTION SERVICES FOR THE ENTIRE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, NEST EDITION, `� `" / ANCHOR RODS F1554-GR. 36 a, 8 L PROJECT AS OUTLINED UNDER "SPECIAL. INSPECTIONS." HIGH STRENGTHS BOLTS A325 (TORQUE CONTROL) 4. SUBSTITUTIONS OF DECK STYLE AND TYPE SHALL NOT BE MADE WITHOUT APPROVAL OF � :g v._ 3. STRUCTURAL CONCRETE: "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE THE ENGINEER. a (ACI 318 LATEST EDITION)," THE AMERICAN CONCRETE INSTITUTE, CONNECTIONS FOR DIAGONAL BRACING SHALL DEVELOP THE FULL STRENGTH OF THE I - 0 EXISTING CONDITIONSMEMBER IN TENSION. 5. CONNECTIONS OF DECK TO SUPPORTING MEMBERS SHAL..I... BE AS FOLLOWS: I ' 0 v._c 4. STRUCTURAL 'WOOD: "NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION." -THE TYPE ALL r i � u, 1. FIELD VERIFY ALL RELEVANT DIMENSIONS AND CONDITIONS AT EXISTING STRUCTURES AMERICAN FOREST AND PAPER ASSOCIATION, LATEST EDITION. 6. STRUCTURAL STEEL MISCELLANEOUS SHAPES, PLATES, ETC., SHALL CONFORM TO AS WELDS AT SUPPORTS 36 q. / N � PRIOR TO STARTING SHOP DRAWINGS AND THE CONSTRUCTION PROCESS IN THOSE I WELDS AT PERIMETER 36/7 ' ° AREAS. SUBMIT APPROPRIATE PLANS AND DETAILS REFLECTING THE FIELD VERIFIED 5. WHERE THERE IS A CONFLICT BETWEEN THE BUILDING CODE AND THE MATERIAL CODES, 7. ALL STRUCTURAL STEEL SHALL BE HOT DIPPED CALVANIZED. SIDE LAP CONN 4 BETWEEN SUPPORTS EXISTING CONDITIONS FOR THE ARCHITECT'S USE. THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. n 0 � va.2 � 2. EXISTING CONDITIONS WHICH REQUIRE MODIFICATIONS TO THE DESIGN OF THE SIDE LAP CONNECTIONS SHALL BE X12 TEK SCREWS. MELDS AT SUPPORTS AND 0 E 2 PERIMETER SHALL BE 5/8" DIAMETER FULL FUSION PUDDLE WELDS, WELDED THROUGH S_S_ 8- PROPOSED PROPOSED CONSTRUCTION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF PROSLIDE. STRUCTURAL STEEL CONNECTIONS WELD WASHERS, WITHOUT BLOW-HOLES. j I 1. WELDED CONNECTIONS SHALL CONFORM TO THE LATEST EDITION OF -THE "STRUCTURAL 6. ALTERNATE METHODS OF CONNECTING METAL DECK TO STRUCTURE, SUCH AS SUBSTITUTIONS 1. PROVIDE CONCRETE HAVING THE FOLLOWING GENERAL CHARACTERISTICS: WELDING CODE-STEEL" (ANSI/AWS D1,1) OF THE AMERICAN WELDING SOCIETY. SELF-TAPPING SCREWS OR POWER-DRIVEN PINS, MAY BE SUBSTITUTED PROVIDED THAT ENGINEERING DATA IS SUBMITTED CERTIFYING THAT THE PROPOSED CONNECTIONS ARE 1, ALL REQUESTS FOR SUBSTITUTIONS OF MATERIALS OR DETAILS SHOWN IN THE 28-DAY MAX. EXT2. BOLTS FOR BOLTED CONNECTIONS SHALL CONFORM TO ASTM A 307 "CARBON STEEL EQUIVALENT. u CONTRACT DOCUMENTS SHALL BE SUBMITTED FOR APPROVAL DURING THE BIDDING STRENGTH SLUMP AGG. SIZE USED. THREADED STANDARD FASTENERS." HIGHER STRENGTH BOLTS MAY BE j PERIOD. ONCE BIDS ARE ACCEPTED, PROPOSED SUBSTITUTIONS WILL BE CONSIDERED CLASS (PSI) (IN) TYPE (IN) USAGE j psi ONLY WHEN THEY ARE OFFICIALLY SUBMITTED WITH AN IDENTIFIED SAVINGS TO BE 3. ALL STRUCTURAL STEEL CONNECTIONS NOT SPECIFICALLY DETAILED ON THE DRAWINGS DEDUCTED FROM THE CONTRACT. A 3000 4-6 HDRK 1 1/2" FOOTINGS � " SHALL BE DESIGNED BY THE CONTRACTOR UNDER THE DIRECT SUPERVISION OF A r B 3000 3--5 HDRK 1" COL., PEDESTALS REGISTERED PROFESSIONAL ENGINEER TO RESIST FORCES SPECIFIED. DESIGN LOADS1 h 2, WORKABILITY ADMIXTURES MAY BE UTILIZED, PROVIDED THAT BATCH PROPORTIONS ARE t g 4. DESIGN CALCULATIONS FOR THE CONNECTIONS DESIGNED BY THE FABRICATOR SHALL I � ,, � ; .. DETERMINED IN THE MANNER DESCRIBED IN THE SPECIFICATIONS. BE SUBMITTED FOR THE FILES OF THE ENGINEER. CALCULATIONS SHALL BEAR THE ci 1. DEAD LOADS INCLUDE THE WEIGHT OF THE STRUCTURAL COMPONENTS AND PERMANENT SEAL OF A REGISTERED PROFESSIONAL ENGINEER. SHOP DRAWINGS CONTAINING I c �' '" FIXTURES (MECHANICAL EQUIPMENT, ETC.) 3. PROVIDE 5 PERCENT (PLUS OR MINUS 1 1/2 PERCENT) AIR ENTRAINMENT IN CONNECTIONS FOR WHICH CALCULATIONS HAVE NOT BEEN RECEIVED WILL BE RETURNED _ >N CONCRETE PERMANENTLY EXPOSED TO THE WEATHER (AND ELSEWHERE AT THE UNCHECKED AS AN INCOMPLETE SUBMITTAL. � � tj ` . � a 2. DESIGN LIVE LOADING IS AS FOLLOWS: CONTRACTOR'S OPTION). USE OF AIR ENTRAINMENT, AND CORRESPONDING REDUCTION P to OF THE WATER/CEMENT RATIO, MUST BE NOTED ON THE MIX DESIGNS. 5. ALL BEAM CONNECTIONS SHALL BE AISC "TYPE 2, SIMPLE FRAMING" CONNECTIONS, PLATFORMS, STAIRS (TYPICAL, U.N.O.) - --------- 100 PSF UNLESS DETAILED OTHERWISE. SIMPLE FRAMING CONNECTIONS SHALL BE IN 4. USE OF ACCELERATING OR SET-RETARDING ADMIXTURES REQUIRES PRIOR APPROVAL OF ACCORDANCE WITH THE TYPICAL DETAILS SHOWN ON THE DRAWINGS. GROUND SNOW LOAD ------------------------ 60 PSF { THE ARCHITECT. IN GENERAL, USE OF CALCIUM CHLORIDE WILL NOT BE PERMITTED. COLUMN-TO-BEAM CONNECTIONS SHALL HAVE SHEAR TABS SLOTTED THROUGH COLUMNS. ANGLE SIZES, PLATE SIZES, NUMBER AND SIZE OF BOLTS, AND SIZE AND 3, DESIGN WIND LOADING IS AS FOLLOWS: 5, CEMENT SHALL BE TYPE I (ASTM C 150). LENGTH OF WELDS SHALL BE DESIGNED IN ACCORDANCE WITH THE FOLLOWING: BASIC WIND SPEED -------------------------- 100 MPH (SERVICE) A. IN GENERAL, IT IS THE INTENT OF THESE PLANS AND SPECIFICATIONS THAT ALL BASIC WIND SPEED ------------------------- 130 MPH (ULTIMATE) SHOP CONNECTIONS BE WELDED OR BOLTED AND ALL FIELD CONNECTIONS BE BOLTED, EXPOSURE CREINFORCEMENTEXCEPT WHERE NOTED OTHERWISE ON THE DRAWINGS. 0'-15' ---------------------------------- 18.50 PSF I 15'-20' -------------------------------- 10.59 PSF 1. REINFORCING STEEL.. SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL, CONFORMING B. WHEN NOT SCHEDULED OR INDICATED ON PLAN, DESIGN CONNECTIONS FOR 55 20'-25' -------------------------------- 20.46 PSF TO ASTM A 615, GRADE 60. PERCENT OF THE TOTAL LOAD CAPACITY FOR THE STEEL BEAM SPAN SHOWN IN THE 25'-30' -----------------------------_---- 20.46 PSF BEAM TABLES IN SECTION 2 OF THE AISC MANUAL, NINTH EDITION. 30'-40' ---------------------------------- 22,64 PSF 2. REINFORCING STEEL SHOWN IN SECTIONS OF BEAMS, WALLS AND COLUMNS IS SCHEMATIC INDICATION THAT REINFORCING EXISTS. SEE SCHEDULES, SECTION NOTES, C. N NO CASE SHALL THE NUMBER OF ROWS OF BOLTS IN A BEAM CONNECTION BE 4, DESIGN SESMIC LOADING IS AS FOLLOWS: AND GENERAL NOTES FOR ACTUAL REINFORCING REQUIRED. LESS THAN THE NUMBER FOUND BY DIVIDING THE NOMINAL BEAM DEPTH BY 6 AND S ROUNDING Y T10 U TO Tf-I XT HIGHER NUMBER. S ------------------------------------ 0.237 3, DETAIL REINFORCING BARS AND PROVIDE BAR SUPPORTS AND SPACERS IN S1 -_______________-__------_--____.__"._-.______ 0.082 ACCORDANCE WITH THE ACI DETAILING MANUAL., 6. MOMENT CONNECTIONS, INDICATED AS "M.C." ON THE PLANS, SHALL BE WELDED TO SITE CLASS __ ___________________________ D DEVELOP THE FULL CAPACITY OF THE MEMBER. ALL MOMENT CONNECTIONS SHALL BE IMPORTANCE FACTOR -------------------------- 1,0 I WELDED CONNECTIONS, Fa ------------------------------------- 1.600 7. WIND BRACE CONNECTIONS SHALL BE IN ACCORDANCE WITH THE DETAILS 5H04�lN ON Fv ------------------------------------ 2,400 CAST- IN-PLACE DRAWINGS. ANGLE SIZES, PLATE SIZES, AND SIZE AND LENGTHS OF WELDS SHALL 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI STANDARD "BUILDING BE DESIGNED IN ACCORDANCE WITH THE FOLLOWING: STRENGTH OF MATERIALSGODS REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318 LATEST EDITION). A. ALL WIND BRACE CONNECTIONS SHALL BE BOLTED CONNECTIONS, C� 1. CONCRETE: 2. ALL COLUMN PEDESTAL AND OTHER ELEMENTS BELOW GRADE SHALL BE FORMED B. DESIGN CONNECTIONS FOR THE LOADS INDICATED IN THE TYPICAL CONNECTION REFER TO CAST IN PLACE CONCRETE SECTION STRAIGHT AND 'TO THE LINES AND GRADES DETAILED. BACKFILL AS REQUIRED, IF EXCAVATED CUTS FOR FOOTINGS/GRADE BEAMS WILL HOLD SPECIFIED SHAPE, THEN DE FAIL. 2. REINFORCING: EARTH FORMING IS PERMITTED. IF SOIL IS NOT COHESIVE, AND CAVING IS A PROBLEM, ! p} ASTM A615 U.N.O. THEN PROVIDE FORMWORK. ; C. 'WHERE FORCES ARE NOT INDICATED ON THE DETAILS, DESIGN CONNECTIONS OF DIAGONAL MEMBERS TO DEVELOP THE FULL TENSILE CAPACITY OF THE DIAGONAL 3 BARS: GRADE 40 MEMBER. ALL OTHER: GRADE 60 3, ALL EXPOSED CONCRETE SHALL HAVE CHAMFERED EDGES AND BE FREE OF SURFACE j I DEFECTS FROM IRREGULAR FORMING OR INADEQUATE VIBRATION. REFER -TO D. SIZE GUSSET PLATES AND ALL WELDS TO RESIST THE FORCE OF THE DIAGONAL d 3. STRUCTURAL STEEL: ARCHITECTURAL SPECIFICATIONS FOR FINISH REQUIREMENTS, MONOPOLE COLUMNS (YO TO 18"0) ASTM A500-GR. B (GALVANIZED) MEMBERS. PLATES AND WELDS SHALL BE SIZED FOR TENSIONS, SHEARS, AND MOMENTS CAUSED BY CONCENTRIC AND ECCENTRIC FORCES. }C (24"0 AND GREATER) ASTM A252-GR. 3 ! TS MEMBERS ASTM A500 (GALVANIZED) 8. FOR CONNECTIONS OF STEEL MEMBERS WHICH ARE NOT SPECIFICALLY ADDRESSED BY ` ANGLES ASTM A529 (GALVANIZED) THESE GENERAL NOTES OR DRAWINGS, PROVIDE 1/4" FILLET WELDS AT ALL CONTACT PLATES ASTM A36 (GALVANIZED) JOINTS BETWEEN STEEL MEMBERS SUFFICIENT TO DEVELOP THE TENSILE STRENGTH OF ANCHOR RODS ASTM F1554-GR. 36 (GALVANIZED) THE SMALLER MEMBER AT THE JOINT. �y EMBED ANCHORS ASTM F1554-GR. 36 (GALVANIZED) STRUCTURAL BOLTS ASTM A325 (GALVANIZED) 9, THE CONTRACTOR SHALL REVIEW SHOP AND FIELD WELD REQUIREMENTS FOR COMPATIBILITY WITH THE CONSTRUCTION SEQUENCE. PROPOSED REVISIONS FROM SHOP 4, WOOD FRAMING: TO FIELD WELDS OR FROM FIELD TO SHOP WELDS SHALL BE IDENTIFIED BY THE CONTRACTOR AND CLEARLY SHOWN ON THE SHOP DRAWINGS. I PRESSURE TREATED NO. 1 SOPUTHERN PINE (19% MAX. MOISTURE CONTENT). ; MINIMUM BASIC DESIGN VALUES: aq BENDING COMPRESSIVE SHEAR MODULUS OF �jEb TRESS ELASTICITY STRESS STRESS S MEMBER FL} (PSI) Fc (PSI) Fv (PSI) E (PSI) CL 1 J PICKETS 1850 1850 100 1,700,000 2"-4» V 28-q» _ SCALE A L¢ ? A,,5 5HOW/V POSTS & DECKING 1650 1750 90 1,700,000 2»-4» x 5»-C Drawn Date 5,5, x i-� RAILING 1500 1650 90 1,700,000 1 Chocked /q gpq pdyp� Date j To PROJECT NO. i { 3 1 ......._.. .. - a.w.m.�Hnmm-." _.___-mom ... ...___..., .......................... .... _. .. _.... ... _... ......... ... ...... .............. _.... . -- _....... ( - (5) HEX NUTS PER ROD 8 r L 2-3/8'9 FLAT PLATE WASHERS (3 SQ) COL,/PED. _____--__..__ CD V - � � RE: SCHED. FOR COLUMN SIZE CAUTION PROSLIDE CONSTRUCTION NORTH POSITION ROD SO THAT THREAD IS AT -TOP OF CONCETE uj AND BASE PLA1 E DETAIL CALL PROSLiDE TO VERIFY ANCHOR ROD PLACEMENT RE: SCHED. 3" NONSHRINK GROUT PRIOR TO CONCRETE POUR �` T.O.PED. i V f - ----- 1/4"0 BOLT HOLEf2_ �' FIRST FOUR TIES CQ, C " �-O.� E C9 t on, 3" O.C., REST AT 10 CA. STEEL TEMPLATE (2 '� ; .L it u RE: SCHED. ;, _...__......._. SPACING €N SCHED. REQ'D. TOP 'TEMPLATE AS T.O.PED. ANCHOR ROD HOLES - SHOWN, BOT. TEMPLATE L FIELD VERIFY , - � WITHOUT INTERIOR X . - a E Q EQUALLY SPACED TO _-°--- � ) FIN. GRADE/SLAB RE: SCHED. -- - _ — R 3/8" x 4 x WASHER j � EL MATCH BASE PLATE T 0 PED r00 � 2" CLR. SLAB ON GRADE W/ ' 72 - 1/2" E.J. MATERIAL ANCHOR ROD f •' STEEL TEMPLATES ( ) v W DIA. & LENGTH VARIES RE: SCHED. FOR PEDESTAL uj SIZE AND REINFORCING j = / a .p c.a 3/1 Q,-�orE 2 I v o� 5 PLATE SECURELY - TO C's , II DOUBLE NUTTED , ANCHOR RODSLA RE: SCHED. FOR FOOTING t ; - 2 1/4°' ° SIZE AND REINFORCINGEQ. EQ. T ! o N k-3/8N4" WASHER NOTES: RE: SCHED. �.• 1. ALL ROD MATERIAL_ TO BE F1554-GR. 36 GALVANIZED. �'. �a BOT. OF FOOTING / 1/$ STD ACI HOOK 1 1 "6 �, BOLT CIRCLE C ® o 2. SHOP TACK WELD IF ANCHOR BOLTS ARE ASSEMBLED WITH ACL RE: SCHED. THE BOLT TEMPLATE IN THE SHOP, OTHERWISE FIELD WELD. i a v GROUTED PEDESTAL SUPPORT w ROD TEMPLATE ANCHOR ROD DETAILo SCALE: 1/2" = V-00 SCALE: 1" = 1'-0" N.T.S. (GALVANIZED) , NOTE: "X" AND „Y" GRID REFERENCE CONSTRUCTION NORTH COORDINATE SYSTEM ESTABLISHED BY PROSLIDE. •� qac O ® o O "0 W X13 p T 0. LL CL< 0 1 Y ICl { 2" L x HCJ (T9 ST€FFENER a ry L p a/"`` 43 1�1 L° h� RE: SCHED. FOR i SUPPORT VEeRCICAL RE€NF. COLUMN == , .-n EQUALLY SPACED W C WALL v ° 10RIZSCHED.REIN F. ...... " Li 1f4 Cc' 1 1® '� AND SPACING " C1to 1 RAD. CUT FOR OL COLUMN TO BASE Cq ! PLATE WELD " VARIES SUPPORT COLUMN PEDESTAL/COLUMN BASE PLATE DIAMETERTYPICAL BASE PLATE PEDEST-AL COLUMN SECTION u5 STIFFENER DETAIL SCALE: 1/2" = V-0" SCALE: 1 1/2" = 1'-0" ti Q) x ' CL SCALE A 5 5HOWIV Drawn Date , , r /— /i Chocked Cate TC PROJECT NO. .......... .......................................... ..........................--- ..............- 1 0 2017 0A.5 B BY Te 4 _4 Vl�o X 7A) ('A A5 U E A\ cL C: E 4'-o" err-1 5/8" 110 ou 8'-0 1/4" 8'-7 1/4" E TC 1—1 l'-2 1/2" T Tcl—1 C1—4 Q) V) IS ou —8 1/2" CL Gn T.O.D. = 539' Cj C Q> T.O.S. = 539' CL-9 LF b t--8, U-0 el z C', 7" 7: T 01- 'RC1-4 LLJ /* 0 o 3 1/2" E 1 -,.j V) xLo j CL LLJ Q) CL 2 cL — — — -.°._ — ..–.. — Z— --- — -- — — — i r — — T — — — — i — — — — Q) a 0 10,46 MC1 2xl 0.6 i E CL> 0 2 2 V). m U a 2 Z—� z \F- CEL R< 8- 1�b \ ( \ _ _ \ EXIST. FOOTING LO C14 l \\. / l 6/C1—ST4 TC1—7 :7) TYP. 61� CA 0 C8xl 1.5 00 9) 0 Lr) Lo O SLAB OVER COMPOSITE m 17 METAL DECK 1/C1—ST4 C-4 MC1 2xl 0.6 FCI--7 4/C1—ST4 V) V) l'-0 3/8" 13 1/2 3'-4 1 2 S-6 5/8" 3 1/2" 8'-6 1/2" d, FOUNDATION PLAN EXIST. LANDING AND PLATFORM FRAMING PLAN . U2 g I SCALE: 3/8� = l'—O" SCALE: 3/8" l'—O" NOTES: 1. REFERENCE SHEET C1—ST1 FOR GENERAL NOTES, 2, T.O.D. DENOTES TOP OF DECK T.O,S. DENOTES TOP OF STEEL �j 3. REFERENCE SHEET C1—ST10 FOR TYPICAL STAIR HANDRAIL AND GUARDRAIL DETAILS. 4. REFERENCE SHEET C1—ST3 THRU C1—ST9 FOR FRAMING DETAILS. 5. SHADED AREA DENOTES 3000 P.S.I. CONCRETE SLAB OVER COMPOSITE DECK. 6. "MC" DENOTES "MOMENT CONNECTION". 7. STAIR STRINGERS ARE TO BE MC12x10.6. 8. "KB" DENOTES "KNEE BRACE". 9. (D DENOTES LANDING DESIGNATION. 10. REMOVE EXISTING GUARDRAIL @ NEW/OLD PLATFORM/LANDING INTERFACE. 0 x 14, GROUTED PEDESTAL FOUNDATION SCHEDULE SUPPORT Y-COORD. X-COORD FOOTING SIZE FOOTING REINFORCING B0170M OF GRADE/SLAB PEDESTAL PEDESTAL REINFORCING U/S TOP OF DETAILTYPEs v3t DESIGNATION (FEET) (FEET) FOOTING ELEVATION SIZE BASEPLATE PEDESTAL CL ELEVATION SCALE Tx8q ®' 1348 V9RT5 &#3 TIES @ 12" O.C. 500.42 500.17 1/ 1-5T2 A- 5 5HOPVIV TCI-7 5047�68 4932.18 8v-01 -0"x2 #6 @ 10" O.C., EACH WAY, TOP & BOTTOM 495.00 500.00 Drawn Date 5,5, x-o NOTES: 1, FINALGRADESARETO BEVERIFIED. Checked Date TCROSS SHALL BE POURED INTEGRAL.REINFORCINGTO CROSS INTERFACE. 2.. Fl0OTINGS,THA 7-C PROJECT NO. I& Nj .............. .. ...... ............... ....... ....... .................................... ............................................. ........................................................... ......................... ......... ..................... ....... ......................... ............ ......... ............. .............................. ./ D :7 — RE: THE 'STG' SHEETS FOR STAIR HANDRAIL °' RE: ST10 FOR STAIR HANDRAIL AND GUARDRAIL YP, DETAIL AND GUARDRAIL TYP. DETAIL TS 2x2x1/4 POST TS 2x2x1/4 POST Nil '"I M Lij �--- PIPE COL. V) I I EXIST. STRUCTURE NEW CONSTRUCTION L4x3x14GA• (LLH) I I DECK CLOSURE DECK CLOSURE ( I 3/1 \ SLAB OVER COMPOSITE DECK ( 7/C1-ST4 SLAB OVER COMPOSITE DECK 3/16 V I v � Q I eLc'E v I � N w G O, RE: PLAN Y. . , A 0 2O_ m I I .., ... .._..- urcn - T.O.D, ., �., .,.,.�.....m��.- ---,.�,�.... .. _. Et �yg / ',,''�'✓' ,r/ ,f .�, ,' �, �.®'°".•i< .. _. - I RE: PLAN j � i .' p �.a� .3 -t-- V L/ �p ' o ° =DC7 o ca o o : ✓ I I Ip o 5 C1-ST4 0 _ ' ;.; I ° I ° � a � `l' RE: PLAN W12x26 I I _____ TC1-7 I I I FOR BM SIZE zo \` RE: PLAN I I / / I - ��. I I fC1-1 U. �' s \ FOR BM SIZE ` � \\ I I /// \ CJ CL = 6U 95 9 9B B SH 1 lY 9 >/ 1 39 � � � 3 1/2 3-4 1/2 3 -6 5/8 1 -0 3/8 3 1/2" I I /jj 5 -0 1/2 7" 5'-4" 5-5 1/2 3 1/2" LJ Q 2 � � v0 6 SECTION SECTION a SCALE: 3/4" - 1'-0" ( ( SCALE: 3/4" = 1'-0" W `` III RE: THE "STG" SHEETS FOR STAIR HANDRAIL40 ' AND GUARDRAIL TYP. DETAIL gym : I X -" _ 1 POST � Fs 2x2x 4 ( h 1 1/2"0 HOLES FOR u , If 3 ri� e 1 1/4"0 A325. BOLTS, � L4x3x14GA. (LLH) I 4Y' 4" CONFIRM W/ FABRICATOR '� v DECK CLOSURE I CAP R-159 W/4 3/4"O ,' ,g ,s I A325 BOLTS TC1-7 - G d � � r ''/1 6�\ SLAB OVER COMPOSITE DECK I RE: PLAN q 1 - ` \ d t® 5/C 1-ST4 0 `' `� 7 R-3/8" STIFFENER 2" I� EXIST, STRUCTURE NEW CONSTRUCTION 0 " p I I /4 V EA. SIDE 2 10 10I ,® s+ �✓ Y/ pY 3 1/2", 3 1/2" ® I I ° MC12x10.6 2 _0 ® til 2-5/8"0 A325 BOLTS I Y. I I I � ; i _9 r L6x6x3/8x10 1/2=5 I RE: PIAN / W/3-7/8"O HOLES & 3 FOR BM SIZE - 1 NEW MC12x10.6 A325 BOLTS EA. LEG I ( I W12x26 til '` TC1-7 > I � , EXIST. W12x14 - _ 'd r I I 4-2"0 HALF HOLES III FOR GALVANIZING II 1 I � 3 \\ \ /4 V ' MC12x10.6 3 1/2" 51_4°Y 5'-5 1/2" 1/259 �..._y 71Y I51 Ft-1/291x4'-0" 25, it 1/4 I %1S__ Ev.C T 10 N DETAIL PLAN DETAIL PLAN DETAIL DETAIL .�® I ✓✓✓titi.. U4 \ SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" r 1'--0" SCALE': 3/4n = 1'�-O" SCALE: /4" = 1'-0" x I � CL SCALE A,5 5HOWIv Drawn Date Chocked Date 7-C PROJECT NO. a .......... .......................................................... ......................._......................_............._............................ ........................._..............._.................................................................._...._.. . ....... _......... ........ . .............................. ....................................- ................................................................ ........... .......... ........... ........... ...................................................................... ........ 1/39/2017 f -7 13'-7" I 13'-11 1/8" op Cc) COLUMN SCHEDULE DESIG SIZE TC1–7 16"00/8" { � , TC1-1 8"0 STD. PIPE �2 zRE: 5/Cl–ST4 FOR X TC1–4 8"0 STD. PIPE >< Lu W CAP PLATE DETAIL 3/Cl–ST5 538.35' T.0,COL. A A 5 E 3/C 1–ST5 3/C1–ST5 CD 8'-0 1/4" 8'-7 1/4" W12x26 539'-4 1/2" 539'-4 1/2" 2--f� x�i5 E—IFT 538.35' 538.35' a, CL 0 T.O.S. T.o.COL. T.O.COL. PIPE BR1 (L' PIPE BRII ........... 9) -Z C) L 6/C1–ST5 6/C1–ST5 TC1–1 TC1-4 4 1 "S tK -4; xQ BR3 PIPE BR3 PIPE U :L 5/01–ST5 5/C1–ST5 0 J Via- ill PIPE BR5 PIPE BR5 00 -0 '06-- 4/Cl–ST5 4/C1–ST5 r- W-0 CL 0 0 Ll .V2 cL CD ID -6.2 g.2– 2 QED0 504.33' > 504.33' TC1-7 Q) T.o.PED. T.O.PED. !E CL z CL 0-< a EXIST. CONC. PED. 7/C 1–ST5 EXIST. CONC. PED. 7/C1–ST5 500.17' 500.17' T.O.PED. T.O.PED. NEW CONC. PED. NEW CONC. PED. x Y RE: Cl–ST5 �FOR ADDITIONAL GRID GRID 00 BRACING ELEVATIONS & OTHER cc REQUIRED CONNECTIONS BRACING ELEVATION BRACING ELEVATION KNEE BRACE PLAN x SCALE: 1/8" l'–O" SCALE: 1/8" l'–O" SCALE: 1/4" l'–O" is R L .81 MEMBER SIZES AND FORCES MEMBER SIZES AND FORCES uj DESIG MEMBER CONN. TYPE DESIG MEMBER CONN. TYPE 0-1 7A/C1–ST,5 BR1 4"0 STD PIPE 7A/C1–ST5 BR1 4"0 STD PIPE BR2 4"0 STD PIPE 7A/C1–ST5 BR2 4"0 STD PIPE 7A/C 1–ST5 (D BR3 4"0 STD PIPE 7A/C 1–ST5 BR3 4"0 STD PIPE 7A/C 1–ST5 BR4 4"0 STD PIPE 7A/C 1–ST5 BR4 4"0 STD PIPE 7A/C1–ST5 BR5 4"0 STD PIPE 7A/C1–ST5 BR5 4"0 STD PIPE 7A/C1–ST5 BR6 4"0 STD PIPE 7A/C 1–ST5 BR6 4"0 STD PIPE 7A/C 1–ST5 f N RE: ELEV. FOR COL. SIZE RE: ELEV. FOR STRUT SIZE BOLTED CONNECTION QUANTITY ( `"� SIZE HOLE SIZE CONNX PLATE CAPACITY TYPE BOLT SECTION PIPE A 2-3/4"0 A325–N 13/16"0 3/81' 18.6K i Ij4" r B 4-3/4"0 A325–N 13/16"0 1/2" 37.2K (2) 2"0 STANDARD FLOW -4� GUSSET It C 2-1"4 A325–N 1 1/16"0 1/2" 33,OK HOLES EACH SIDE D 4-1"0 A325–N 1 1/16"0 66.OK RE: 5/C1–ST2 FOR STIFFENER NOTE TO FABRICATOR: DESIGN ALL WIND BRACE LOA-DS INDICATED. .ARE..MAX. I LOAD C.OMBINATIONS. NO INCREASE 5K42' 113 CONNX. PER BOLTED CONNECTION SCHEDULE, IN ALLOWABLE STRESS IS REQUIRED 500.17' U/S BASE lt�$- T.O.PED. YPICAL DETAIL (D Of 1p-2" V-2" SCALE: 3/4" 111–0" ALL CONNECTION PLATES TO COLUMNS ARE TO MATCH STRUT CONNECTION W. U5 PLATE SIZES. USE 5/16- FILLET WELDS FOR 3/8- PLATE, 5/16" FILLET P\ 2'-4" 5/8" PLATE, BOTH WELD FOR 1/2" PLATE, 5/16" FILLET WELD FOR -TV --I- SIDES, ALL AROUND, PROSLIDE CONSTRUCTION f NORTH x RE: ELEV. FOR COL, SIZE RE: ELEV. FOR MIN PIPE 0 + 2" CONNX. PLATE W/ STRUT SIZE D, N 2 HOLES \ I 1 3 1/2" 1 '30. I EXIST., 80 COL. 2-1 1/4"0 FLOW HOLES ALIGNED W/ SAME AXIS TYP AS 2"0 COLUMN FLOW HOLES, HOLE EDGE 0 2 C5 SHOULD BE TANGENT TO INSIDE COLUMN FACE 0 GUSSET It .2 rL PIPE— L\ PIPE + p T Y R8" (D T –6v CL 91 CL \0 SCALE GUSSET It o GUSSET It 1/2" CLR. _$RE: ELEV. A5 5HOWIV T.O.PED. % Rl'-2" RE: ELEV. FOR 16"0 COL. Drawn Date RE: ELEV. FOR EXIST. CONC. STANDARD STEEL PIPE .25xCOL. DIA. 1 1/2" RE: ELEV. FOR COL. SIZE 1 1/2" STRUT SIZE 1/21' 1/2" STRUT SIZE REFERENCE TOWER -4 -'/ PEDESTAL GALVANIZING HOLE MIN. ELEVATION FOR SIZE Checked Date 12-1 1/2"0 GALV. TC ANCHOR RODS 12–It-3/8" PROJECT MO. 1 W.P. STIFFENERS 58 BASE It-1 1/4" x 28"0 SECTION NOTE TO FABRICATOR: DESIGN ALL WIND BRACE NOTE TO FABRICATOR: DESIGN ALL WIND BRACE NOTE TO FABRICATOR: DESIGN ALL WIND BRACE CONNX. PER BOLTED CONNECTION SCHEDULE. CONNX. PER BOLTED CONNECTION SCHEDULE. CONNX. PER BOLTED CONNECTION SCHEDULE. R 1 4 r Nil TYPICAL DETAIL TYPICAL DETAIL TYPICAL DETAIL TYPICAL CONNX DETAIL COLUMN TC1-7 SCALE: 3/4" = l'–O" SCALE: 3/4" = l'–O" SCALE: 3/4" = l'–O" U8 SCALE: I = 1'-0" 9 COL. SCALE: 3/8" = 1'-0- (GALVANIZED) I-ST BP SCALE 1" ................................- .............. ........... .......... ....... ................... ................ ....... ....................... _............... _._... _...__.. ................ __._.._._....... _.............................. ............. _,.._W........... _........W_.� � - .. . . -....... . _.... �.w ...._._. __.. __ .._ _. _. I! ....-.,_..............................................._... -�1!!1;!!IsIIII{!!iIIIjSiIiiI _I1III_.e.!!!!!iiIIIIIW!p!!!iIjE€6II C. ! .w�,�m-- dcXa wwv' _-_�..__-____--LIiIIII1I11IIIIrItIIIII1IIlIIIIIIiII-'..III�I1IlII-®.1lfI.i1iIIiI;iI1!II1ii1iiiiiIiiIi1I�.—_...•..�__m--__.®--tX•• •a#' _�_IIIrIII__. °dX••mw' ��--- --« bX••••_.. _�____-.m_r_ -'s®Xw®•+7 _mot11ii7fI1IaiIli;IiiiII3IIIIIIIiI!iIIrIIIi99IIII-,4IifI1IIi1I1li!tIIIIiiIIIiIIIIIlI1II�—•�1 G 1._ `Xm•mw£' �IIIIIiI� ` .`�. qXoe•a' —.._.�._Y.. dX••••' �"�_. '}Xws••' _�_®. 'eX•••oh _..__..... dX••••' n-.._-e-X••a•}---.®.-�'-y11;I11Ii1IiI11f17l1IIIIIiII1IdI rIIIIII 1.I11Ii1Iii11jI1i1Ii1iIIiiiIIII _'_—.__-. Cs'1Xw•o•j---2--�-_-._.__ -dX••m•F'_ ---�---.- `a3Xa••" .�- •dwX••+_ ��.�{II.Iii;IIIiIII1Ii�1III!iII1IiI`IIIrrp�IrI;IIII1iIIitItiiIIIIiiIIIIfI .-`.-®-�.® vdm•X••a' ���_-.. iIiIII1IIj3 4Jff ' '3>1 jI�u.���•L��e g�°q�,{1{'�:�-' I GUARD IL DIMENSION TABLE LABEL DESCRIPTION DIh1rNSlON A 70P OF GUARD ABOVE 7J0 DECK, STAIRS LANDINGS Al TOP OF GUARD ABOVE T/0 DECK a'-U" (60') B TOP OF HANDRAIL ABOVE DECK OR NOSING a , .,,.* .xsYa;ws E 7 ,�- -v"�C CLEAR SPACE BETWEEN PICKETS 3/" D CLEAR SPACE BETWEEN KICK PLATE AND DECK F TREAD WIDTH G RISER HEIGHT POST Ts 2x2xJ" {I-ss 2x2x/�') 4'-7• (��") o.c. MAX 6;g. u0sj �.�5°OgN�Q?-p0�QCN`N0 °�Un-�:°'j'7' y° +UoGr4Uva�N0;�C�) CL UE 2-#8 x 21/2" POST POST POST o V ? P TCL NON-CORROSIVE DECK 4'-7" O.C. MAX. SPACING 4'-7" O,C. MAX. SPACING 4'-7" O.C. MAX. SPACING SCREWS TOP AND BOTTOM Pm :1f l�i.ta,�ybCrap>�QN�arCL��afCc ©c?,, v?Jj, ) OF EACH PICKET— E SIGI 2;02x4 MAIL 2x4 RAIL TOP OF RAIL J 0. C1 I5UN .� r, s , •._•t"`_.-���CNSaCd�U_0 �' U A QJ' � 9C O> > s 8c U rr ra ca C4 CA 04 v LLJ LO� cc C TYP. Of ZD -a-v CL 2x4 KICK---] 2 U PO TOP OF DECK E ®t6o TOP OF STEEL 1 2� 0- ..................... - " ."-"!-- _ - -- ----`- CL s "" ----- ---- :r RE: PLAN FOR BM SIZE 2_/4' HEX BOUTS 7YP, II-%"x71/2"x6° TYP. ------------------- H 77) TYPICAL GUARDRAIL ASSEMBLY SCALE: N.T.S. a #8 x 2/2" VERTICAL NON-CORROSIVE 2x4 TOP DEC!( SCREWS @ 11 1/2"0 CARRIAGE BOLT 2x4 RAILPOST BEAM POST 4y4" V-3- POST BEAM U4�4 of EDGE OF CONC. 3Y 4- 2A KICK 1/2"0 CARRIAGE BOLT .-, 2 EQUAL CAPS IN GUARD WHILE MAINTAINING MAX SPACING 'G'. TYP. TOP OF STEEL 3/16 Vc W/ 2-/4"0 BOLTS 8 NON-CORROSIVE DECK SCRCt/S 6" O.C. CORNER SPLICE ( .� TYP. GUARDRAIL SECTION TYP. GUARDRAIL SECTION 6f SCALE: N.T.S. SCALE SCALE: N.T.S. AT POST 5 5HOWAI- Drawn Cafe Chocked Date TC PROJECT MO. _ '.J 3.5JSJ.L. G'O E 6 L k s t f S GUARDRAIL HEIGHT @ TOP DECK _ 'Al' M - Q — — — - -® 1 II E II E�_—_�_--_--_�,_--_-_——•_---_�—_-_--_---_---._;-�_-S_--__--__---_--_-_-_-----_—mI3,s��rj1i"IIII„'IIii IIiIII�;1 Is1 IIII t — k4��y__'°.��e�_—•�4.'y`�_1.as " .. F _ -_-'_�- _-j-_--__-_�-_l0—_U�_--_,-_ Ii— _-_ma-__o-_-__-_- -_y -�_ -_,—�I'—-�_—- _`--_-�_--'__-^-�_--_--_-_-_--_-_-�_-l_--_--_--_--_-_-_-_-__-_--_--__-_-_-_-_-_-_—_l_'-_�—y-_ -_-_--__—_-_--_-_-_--_--_--_--_--_-_-_--_-_-_--_--_-/-s--_/_-_-_ -_-_i'rII— _ --------—\- �-, 4ti�—;cr_ --- ------ ---- - -_-.-_______ ____44 ` ® `---__---- -------------- --------------------------------------------------------------------------------------------------------------------- _ _ — _• p Q --------------- 4 -- ------------------_---_ fill m______________ ` yO_______________ ______________________________—____-________________________________-_ __________________________________ --------- ------------- .........-......... ................. ....._........................................_ ....................._ . Project Title: e it __.....__......._.._.__.__..............--i li lob I :r1 a7 ON ' ..........2&50 Queenavew Drive Suite 4115 Ottawa, Ontario,Canada K2 51-16 Tel: (&13',52&-5522 Fax: (&13)Ino-5812 tDrawingThese prnts, drawings or illustrations and the design concepts expressed herein are the exclusive property of this company as the contents, concepts are covered by patents or copyrights issued, pending or in course of preparation. These prints, drawings or illustrations are confidential and for use with equipment furnished or Group • �� The Core ..; ; : ii rotessional services rendered b ProSlide Technology Inc. and are for the exclusive use of those whom sent. a Structural Enoneers p y gy f • }� Con? X j — r a6-o/Y ,71 Any violation of this purpose,par iaularly the use o, these prints for the duplication of design concept or 102 Undbergh DaveFAX: 817.491.4194, Roanoke, 71x.4, 74294 TEL, 817.&517.854..01#-2 apparatus, will be prosecuted under all remedies provided by the low,