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AST-0092-2018 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: AST-0092-2018 Date Issued: Monday, June 11, 2018 This is to certify that work requested to be done as shown by Permit Number AST-0092-2018 has been completed. Tax Map Number: 295.8-1-5 Location: 89 SIX FLAGS DR Owner: Six Flags Lodge Applicant: HWP Development, LLC This structure may be occupied as a: 2,280 s.f. deck for expansion of seating for Johnny Rocket's Restaurant/ Sports Lounge By Order of Town Board Cross Ref.: Z-AV-5-2018 and P-SP-3-2018 TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the J4 4t 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: AST-0092-2018 Tax Map No: 295.8-1-5 Permission is hereby granted to: HWP Development,LLC For property located at: 89 SIX FLAGS DR In the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance Type of Construction Owner Name: Six Flags Lodge Deck $150,000.00 Owner Address: Total Value $150,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2,280 s.£deck for expansion of seating for Johnny Rocket's Restaurant/Sports Lounge Cross Ref.: Z-AV-5-2018 and P-SP-3-2018 $ 456.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Saturday,April 6, 2019 (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 Quee bury; /�FAwl' 2018 SIGNED BY: for the Town of Queensbury. Director of Building&Code Enforcement Office Use Only ACCESSORY STRUCTURE Permit#: og-T PERMIT APPL'RawICATION ��'Permit Fee: $ , Towtt of Queensbury 742 Bay Road,Queensbury,NY 12804 (�Z . - Invoice#:_ I A P:518-761-8256 www.gueensbury.net E MAR 0 8 2018 Project Location: 89 Six Flags Drive @ Tax Ma ID #• 295.8-1-5 F-°F-V-cLr)P[,'E�T p Subdivision Name: CONTACT INFORMATION: • Applicant: Name(s): HWP Development,LLC Mailing Address, C/S/Z: 89 Six Flags Drive,Queensbury,NY 12804 Cell Phone: ( Land Line: 518 ) 792-3500 Email: eGilbert@sftp.com • Primary Owner(s): Name(s): Same as Above Mailing Address, C/S/Z: Cell Phone: Land Line: � ) Email: • Contractor(s): Business Name: To be Determined Contact Name(s): Mailing Address, C/S/Z: Cell Phone: Land Line: � ) Email: • Arch itect(s)/Engi nee r(s): Business Name: JARRETT Engineers,PLLC Contact Name(s): Robert Holmes,P.E. Mailing Address, C/S/Z: 12 East Washington St.,Glens Falls,NY 12801 Cell Phone: 518 ) 796-7381 Land Line: 518 ) 792-2907 Email: bholmes@jarrettengineers.com Contact Person for Building & Code Compliance: CaseyKlingbeil Cell Phone: ( ) Land Line: 518 ) 824-6085 Email: caKlingbeil@sftp.com Town of Queensbury Building&Code Enforcement Accessory Structure Application Revised April 2017 v PROJECT INFORMATION: TYPE: X Commercial Residential WORK CLASS: X Deck,Open Porch _Solar Panels(w/o rafter upgrades) _Carport _Cell Tower Shed _Pavilion, Pole Barn,Canopy _Dock _Gazebo _Detached Garage _Boathouse(with or w/o sundeck) 3-Season Porch Other(description: ) SQUARE FOOTAGE OF STRUCTURE: 1st floor: 2280 sq.ft. 2nd floor: Total square feet: 2280 sq.ft._ ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction:$ 150,000.00 2. If Commercial project,what is the proposed use: New deck for expansion of seating for Restaurant/sports lounge. 3. Are there any structures not shown on the plot plan? YES Q Explain: 4. Are there any easements on the property? YES DECLARATION: 1. 1 acknowledge that no construction shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period. 2. Ifthework is not completed by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 3. 1 certify that the application, plans and supporting materials are a true and complete statement and/or 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. 1 acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of occupancy. 5. 1 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: Eric Gilbert SIGNATURE: DATE: Town of Queensbury Building 8 Cod Fnfor e nt Accessory Structure Application Revised April 2017 JARRETT ErWneers, PLLC Civil&Environmental Engineering Transmitted via Email/Hand Delivered March 15, 2018 Mr. Craig Brown,Zoning Administrator Town of Queensbury 742 Bay Road � ! Queensbury,NY 12804 Re: Site Plan SP 3-2018 Johnny Rockets Town of Queensbury,Warren County,New York JE 01-054.60 Dear Craig, This letter has been prepared in response to the January 10, 2018 letter by Chazen Companies (Chazen)to you with regards to the site plan prepared for the proposed Johnny Rockets Deck. Stormwater management & Erosion and Sediment Control: 1. The project proposes to disturb an area of 0.05 acres(according to the Site Plan Application) and does not require the preparation of a Stormwater Pollution Prevention Plan (SWPPP) in accordance with GP-0-15-002 that includes erosion and sediment controls as well as post construction stormwater management practices. Response: Acknowledged 2. Soil testing must be performed to confirm adequate separation from seasonally high groundwater (minimum 3-feet) at infiltration device locations. Chazen would not take exception to testing being performed at the start of construction. However, it shall be noted that if any design changes occur because of discovered inconsistency in soil conditions, the project may be subject to additional site plan review. The Applicant shall notes the Town prior to advancing the soil testing; such that the Town can witness the testing, if they so choose. Response: Acknowledged, at the time of construction of the proposed deck, we will be in touch with the town planning staff to schedule a site visit by the town designated engineer to witness test pits. 3. Sheet D-1 references what appears to be an existing stormwater maintenance agreement between the property owner and Town. The Applicant to clarify if the existing agreement will cover the proposed stormwater facilities. 12 East Washington Street 518-792-2907 Glens Falls, NY 12801 Craig Brown, Zoning Administrator March 13, 2018 Re: SP 3-2018 Johnny Rockets Response: It is our belief that requirements for the maintenance of permanent post-construction stormwater control measures associated with the proposed Johnny Rockets Deck is covered and addressed in the Great Escape SFGEIS (Water Resources - Findings Statement 5(c)) Sections 5(c)(4)(ii) and 5(c)(4)(iv). Any additional legal instruments requiring future maintenance of the permanent stormwater control measures for the Johnny Rockets deck should not be necessary. Please find an excerpt of the SFGEIS Water Resources Finding Statement pertaining to stormwater maintenance attached. If you have any questions, do not hesitate to contact us at 792-2907 or via email at bholmesgj arrettengineers.com. Sincerely, JARRETT Engmem, PLLC 2018.03.15 12:33:55 -04'00' Robert U. Holmes 11, P.E. Project Manager Encl.: Ecopy(ies)w/encl: Casey Klingbed, Great Escape Lodge/HWP Development Charles Dumas, Lemery Greisler, LLC FADataFi1e\2001 Project Files\Grt Esc Proj\01-054 Great Escape Venues\01-054.60 Johnny Rockets Deck\Subm\01054.60 180315JR TDE Rspn ltr\Srce Files\01054.60 180315 JR TDE Rspn Itr.doc JARREII' Engineers, PLLC Civil&Environmental Engineering Transmitted via Email/Hand Delivered March 19, 2018 2 -� E 0 V E Mr. Dave Hatin,Director D L5 Town of Queensbury Building& Codes MAR 19 2018 742 Bay Road 10 Queensbury,NY 12804 TOWN OF QUEENSBURY BUILDING&CODES Re: Six Flags Great Escape Lodge—Johnny Rockets Deck HWP Development, LLC JE 01-054.60 FILE Copy Dear Dave, This letter has been prepared in response to the March 13, 2018 email with regards to the building permit application prepared for the proposed Johnny Rockets Deck. The footing depth is not shown on the plans for the depth of the footing itself. Response: See detail#3 drawing D 1. Structural calculations will be required. Response: Provided. �An extension of the fire sprinkler system is required for the covered roof area,please make a note on the plans that drawings will be submitted to the Fire Marshal prior to installation. Response: See Plan#1 drawing C3 & section#1 drawings XS1. Exit/Emergency Lights are required over the exit doors leading to the main restaurant. Response: See Plan#4 drawing C2. Diagonal bracing may be required based on the height of the deck,please verify this structurally is adequate or not. Response: Diagonal bracing has been added. See Plan#1 &Detail#1 drawing C3. 12 East Washington Street 518-792-2907 Glens Falls,NY 12801 Dave Hatin, Director March 19, 2018 Re: Johnny Rockets Deck 6. Have all the required planning board sign-offs been done and final plans submitted for Zoning Admin sign-off Response: Plans& TDE response letter submitted. If you have any questions, do. not hesitate to contact us at 792-2907 or via email at bholmes&j arrettengineers.com. Sincerely, JA"ErIT Enfflneers, PLLC 2018.03.19 13:42:23 -04'00' Robert U. Holmes II, P.E. Project Manager Encl.: Building Calculations JE 11x17 drawings (1-9)entitled: Proposed Johnny Rockets Deck Six Flags—Great Escape Lodge. Revision C dated 03-15-18 TDE response letter dated March 15, 2018 Ecopy(ies)w/encl: Casey Klingbeil, Great Escape Lodge/HWP Development Charles Dumas, Lemery Greisler, LLC FADataFile\2001 Project Files\Grt Esc Proj\01-054 Great Escape Venues\01-054.60 Johnny Rockets Deck\Work Docs\01054.60 180319 Bldg re-subm\Srce Files\01054.60 180319 Bldg Rspn ltr.doc JARRET—F 4wheeis, PLLC Civil&Environmental F.wneer Final Report of Special Inspections Date: June 8, 2018 Project: JE# 01-054.60—Johnny Rocket's Deck Location: 89 Six Flags Drive /Route 9, Queensbury,NY 12804 Owner: Six Flags Great Escape Lodge (HWP Development, LLC) Owner's Physical Address: 89 Six Flags Drive Queensbury,NY 12804 Structural Engineer(s) of Record: Jarrett Engineers, PLLC 12 E. Washington Street Glens Falls,NY 12801 To the best of our knowledge, based on periodic construction observation and available information, the Special Inspections required for the Johnny Rocket's `Deck' 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: • `Proposed Deck Structure - Johnny Rocket's Restaurant' Six Flags - Great Escape Lodge, revision C dated 3/15/2018. • `Proposed Deck Structure — Johnny Rocket's Restaurant' Six Flags — Great Escape Lodge, revision 1 dated 6/8/2018 (Modifications/Record Drawings) OF NEyi . Respectfully Submitted, 5. y �O,p� JARRETT Frm-gineers, PLLC 2018.06.0816:58:29 r —04'00' ��U NO.o62o26 Robert U. Holmes II, P.E. AROFESS�o�r Project Manager Robert U. Holmes 11 P.E. # 082026 Cc: Casey Klingbeil—Great Escape Lodge David Hatin—Queensbury Buildings & Codes Charles Dyer—Queensbury Buildings & Codes 12 East Washington Street 518-792-2907 Glens Falls,NY 12801 J PROPOSED DECK STRUCTURE JOHNNY ROCKET'S DECK ` 14c � , DRAWING DRAWINGTITLESHEET: JOHNNY ROCKET 'S RESTAURANT �A � � CVR COVER 1 OF 9 l GWtio�S op 3yF a 0+ B uw;an rear.. _ vm ansaamve I€ , C1 EXISTING PROJECT PLAN 2 OF 9 , �rn�ml�,a�muacxe amnon '�, r rani°ft�� t' C2 PROPOSED DECK PLAN 3 OF 9 i �t C7 G�a� 11p }arssw GLEN SIX FLAGS GREAT ESCAPE LODGE _ . �a.a�a C3 STRUCTURAL DECK PLAN 4 OF 9 CoartNaa e,ENotes - y n Roa car eum v _ LAKE XS1 STRUCTURAL SECTIONS 5 OF 9 dty „,. ,-_. _ roe XS2 ELEVATIONS 6 OF 9 x 9 Eeawsta, u�mf D1 DETAILS 7 OF 9 89 SIX FLAGS DRIVE/ US RT. 9 �; ��� s �, �u� R-dEIIka a! l�' ftootl Eslola u eeuxr D2 DETAILS 8 OF 9 i ry tt wt.sj EC1 EROSION CONTROL PLAN 9 OF 9 TOWN V 1 V O F uX�(U E E I V S V U R 1 , 1 V1 Y Y -dSrtE LOCATION �se k4 „G"" g c is c� 4i t r $ Fi�E coP� Fr. � � f +i 90J� tFeaNc6s 1` ?•:pSAD B�NORTHWAY m M ,. .,is s ustwnaw �v ' j� ,rte T WN OF QUEENSBURY' El SOLATION PLAN MARSHA ' ,OFFICE . r 1 _ J 7 l � �� y L � �r^b 1 ��Y r 'DATE � �S ...QOM ME STRUCTURAL DESIGN LOADS: PER BUILDING CODEORK NEW G F Y STATE PROJECT LOCATIO SIX FLAGS GREAT ESCAPE DesicN ponos. NE(PSD DEAD(PSD ':,LODGE AND INDOOR Ji ,r f r- #,,, yam,; FLOOR LOAD 125 25 „ WATER PARK ,j �l © GROUND SNOW LOAD 60 N/A r \1 SOIL BEARING PRESSURE 3000 NSA j ;�l�lTICE WIND 115 MPH(3—SEC GUST) REUIR TE SEISMIC DESIGN CATEGORY D MDLES ED DOORS r ASSAOE OR a 7 six FLAGSxi ER INTERIOR USE AND OCCUPANCY: r ”' s� \ `f l `-.�R Q PRIMARY USE COD UpCATION T + � � a �� PARKING G DOORS 'OR (SPACE: �/ L DECK FOOD SERVICE ASSEMBLAYZGROUP K F E C E 0 V E � p MAR 19 2018 TOWN OF QUEENSBURY BUILDING&CODES_ NEIGHBORHOOD PLAN LEGEND: SCALE: SEE GRAPHIC SCALE TOWN OF QUEENSBURY TOWN OF QU LINETYPE: BUILDING DEPARTMENT . EXISTING OBJECTS Based on our limited examination,compliance BUILDING & PROPOSED OBJECTS IN THIS DESIGN: O / -- With our comments 5hal�i P ii:t be construed as indicating • OTHERS: EXISTING PROPERTY LINES OF SITE: --- the plans ano sRecifications ale in Reviewed B. • _ TEST HOLE:0 TP # POND INDICATOR 1p full Compliance With the Building Codes of PERCOLATION TEST:1W PT # REACH INDICATOR: 1R New York.State. Date: NOTE: G-1 NOTE # NOTE REFERENCE TAG: C SEE DRAWING # FOR NOTE JARRETT Engineers, PLLC DETAIL REFERENCE TAG DETAIL # , 03-15-18 © RE-SUBMITTED TO TOWN OF QUEENSBURY FOR BUILDING PERMIT D1 SEE DRAWING # FOR DETAIL Civil & Environmental Engineering 03-08-18 A SUBMITTED TO TOWN OF QUEENSBURY FOR BUILDING PERMIT SECTION CUT DIRECTION 12 EAST WASHINGTON STREET PHONE: (518)792-2907 GLENS FALLS,N.Y. 12-14-17 QA SUBMITTED TO TOWN OF QUEENSBURY FOR AREA VARIANCE AND SITE PLAN REVIEW SECTION REFERENCE TAG: D1 PRO# 01-054.60 DATE REV� ISSUED REVISIONS SECTION LETTER - oF< nv TME D / SEE DRAWING # i FOR SECTION a GENERAL NOTES: G-1) SIX FLAGS GREAT ESCAPE THEME PARK AND GREAT ESCAPE LODGE AND WATER PARK MAPPING BASED ON THOMPSON AND FLEMING, LAND SURVEYORS, P.C. SURVEY INFORMATION PROVIDED TO fJARRETT ENGINEERS, BY THE LA GROUP. G-2) BASE MAP/SURVEY PROVIDED BY THOMPSON & FLEMING LAND SURVEYORS, P.C. MAP ENTITLED: / 'AS—BUILT SURVEY OF THE SIX FLAGS GREAT ESCAPE LODGE AND INDOOR WATER PARK', LAST �..• REVISED OCTOBER 8, 2007. G-3) CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION; CONTACT DIG SAFELY \ i NEW YORK (1-800-962-7962) AND RECORD FILE #. VERIFY BUILDING CONNECTIONS, LOCATION AND / 4a\ ELEVATION, PRIOR TO INITIATING CONSTRUCTION; CONFLICTS OR DISCREPANCIES SHALL BE REPORTED / / 1 TO THE OWNER OR ENGINEER IMMEDIATELY. NOTIFY ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE \\ y NOT AS INDICATED. Nov.21,2017 SIMBSURFACE INVESTIGATION wiftmsedtpertormed bJAHRnT Eosincen,PLLC PERCOLATION TESTS PERC TEST A DEPTH SOIL DESCRIPTION 1 1 p \ Pit71121-01 24 Wt brown*w sand wib taw t*&n sard and cobbles slebfaed percoYlbn Pals of 2 min 30 sec \ O O� FT171121-02 2Y Wt brown floe sand wit two wadli m sand and cobbles slebkod pereoYtlon rale of 2 min 10 sec 0 \\\ a�' SORINO TEST p d \ \ sv Q � \ BORfNO TESTae E�TH SOL DESCRPTIDN 1 8171121-01 Se' fit brown fns send wih two medYan sand and cobbles EXISTING SIGN , `�y TP9 JOHNNY ROCKETS JOHNNY ROCKETS ENTRANCE EXISTING MARQUEE SIGN✓\ X �. / EXISTING EXISTING STORMWATER / LAWN DROP INLET GREAT ESCAPE LODGE l AND INDOOR WATER — PARK BACKWASH 9r' TANK COVE RS \ JOHNNY ROCKETS \\ PARKING LOT /AgQo , PROJECT LOCATION Q PROPERTY LINE \ o 03-15-18 RE-SUBMITTED TO TOWN OF QUEENSBURY FOR BUILDING PERMIT \� 03-08-18 /B\ SUBMITTED TO TOWN OF QUEENSBURY FOR BUILDING PERMIT \ a 12-14-17 //A\ SUBMITTED TO TOWN OF QUEENSBURY FOR AREA VARIANCE AND SITE PLAN REVIEW PACKNORTNWAY _ 3g��o's o / DATE REV# ISSUED/REVISIONS (I-87(1-87Neorerxe csesreeo�fleo�xTxe•ass rs�ox•a,.oceaxors,xer x„r xo.ae oseoreoa.xr o,xe N) \�J .� coxsrreucnox•rur se used core Powe se ocexr oes�cx woa�wrrxour Txe wrerrrexmxserer or.uaRe%exe�xeeas�ai.�.c oxer mco�.x�s uee�.aons•isscee eorere F NEly1- eREXISTING xPROJECT AREA PLAN �x y SJq °�'� PROPOSED JOHNNY ROCKETS DECK 9 SIX FLAGS GREAT ESCAPE LODGE 2 US ROU TE 9 GLENS FALLS,NEW YORK JARRETT Engineers, PLLC H.THOMAS JARRETT Civil&Environmental Engineering EXISTING PROJECT AREA PLAN GRAPHIC SCALE P E #57509 12 EAST WASHINGTON STREET GLENS FALLS,MY SCALE: SEE GRAPHIC SCALE ©COPYRIGHT 2018 40' 0 20' 40' 80' PHONE:(518)792-2907 (IN FEET) a��E � ���o AEon,�E MARCH 2018 PRO#01-054.60 SHEET 2 OF 9 evnucENSEO ErvcwEExrsutiwwru DASESHEET 22 x 34 PLOTTED/REVISED 03/15/191200 PM _ CONCRETE SPECIFICATIONS: DOPING W91DOW 1. CAST-IN-PLACE CONCRETE WORK SHALL COMPLY WITH THE FOLLOWING CODES AND STANDARDS: E10S9�ID MMLLS EI057�1D MANDOW JOHNNY 70 BE f A4ACEDTIC ACI-301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS", ACI-318 "BUILDING CODE FDRg BE ROCKETS peps REQUIREMENTS FOR REINFORCED CONCRETE", EXCEPT AS MODIFIED HEREIN. NEW ROOF MEPLACED 2. ALL CONCRETE SHALL BE 4,000 PSI STRENGTH AT 28 DAYS. ALL REINFORCEMENT STEEL SHALL BE 60,006 PSI STRENGTH, ASTM 3. PLACING CONCRETE IN FORMS: DEPOSIT CONCRETE IN FORMS IN HORIZONTAL LAYERS NOT DEEPER 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 SUNTIL PLASTIC TO AVOID COLD JOINTS, 3.1. CONSOLIDATE PLACED CONCRETE BY MECHANICAL VIBRATING EQUIPMENT SUPPLEMENTED 13Y HAND–SPADING, RODDING, OR TAMPING. USE EQUIPMENT AND PROCEDURES FOR CONSOUDATION OF CONCRETE IN ACCORDANCE WITH ACI 309. 3.2 DO NOT USE VIBRATORS TO TRANSPORT CONCRETE INSIDE FORMS. INSERT AND WITHDRAW VIBRATORS VERTICALLY AT UNIFORMLY SPACED LOCATIONS NOT FARTHER THAN VISIBLE EFFECTIVENESS 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 UNIT DURATION OF VIBRATION TO TIME NECESSARY TO CONSOUDATE CONCRETE AND COMPLETE EMBEDMENT OF REINFORCEMENT AND OTHER EMBEDDED ITEMS WITHOUT CAUSING SEGREGATION Of MIX. 4. PROVIDE CONSTRUCTION AND CONTROL JOINTS AS INDICATED OR REQUIRED. LOCATE CONSTRUCTION JOINTS SO AS NOT TO IMPAIR STRENGTH AND APPEARANCE OF THE STRUCTURE. 5. DO NOT TACK–WELD OR WELD REINFORCING STEEL. 6. COMPACTION OF SUBBASE MATERIAL SHALL BE DONE IN 6" LIFTS TO 95%ASTM D-1557 DENSITY SPECIFICATIONS. 7. EXCAVATION: REMOVE AND DISPOSE OF MATERIALS ENCOUNTERED AS DIRECTED BY OWNER TO OBTAIN REQUIRED SUBGRADE ELEVATIONS.TRIM BOTTOM TO REQUIRED LINES AND GRADES TO PROVIDE SOLID BASE TO RECEIVE CONCRETE. 8. PRODUCTS: PORTLAND CEMENT: ASTM C-150, TYPE 1 OR TYPE 11. AGGREGATES:ASTM C-33, EXCEPT LOCAL AGGREGATES OF PROVEN DURABILITY MAY BE USED WHEN ACCEPTABLE TO THE ENGINEER. MAXIMUM COARSE AGGREGATE SIZE SHALL BE 1$6 WATER: POTABLE AIR - ENTRAINING ADMIXTURE: ASTM C-260. WATER REDUCING ADMIXTURE: ASTM C-494; TYPE AS REQUIRED TO SUIT PROJECT CONDITIONS, USE ONLY ADMIXTURES THAT HAVE BEEN TESTED AND ACCEPTED IN MIX DESIGNS. SEALANT/ BACKER ROD: SEALANT SHALL BE TWO PART POLYSULFIDE JOINT SEALANT MEETING THE REQUIREMENTS OF ASTM C-920, TYPE M. GRADE NS. 9. DESIGN MIX, MIX PROPORTIONS AND DESIGN: PROPORTION MIXES COMPLYING WITH THE MIX DESIGN PROCEDURES SPECIFIED IN ACI apt. 9.1. USE AIR ENTRAINING ADMIXTURE IN ALL CONCRETE, PROVIDING NOT LESS THAN 5% NOR MORE THAN 7% ENTRAINED AIR. 9.2. DESIGN MIXES TO PROVIDE NORMAL WEIGHT CONCRETE WITH THE FOLLOWING PROPERTIES, AS OPEN INDICATED ON DRAWINGS AND SCHEDULES: DECK COVERED DECK AREA AREA 9.2.1. W/C RATIO - 0.46 MAXIMUM \30'X 30" 'W X 3W 9.2.2. CONCRETE SLUMP AT POINT OF PLACEMENT: NOT LESS THAN 2" NOR MORE THAN 4". (AREA M BE PROVIDED WITH FMS ) FOUNDATION DAMP PROOFING: 1) 4" PERFORATED PVC FOOTING DRAINS TO BE PROVIDED. DRAINS TO BE WRAPPED IN 6" OF #2 STONE. FILTER FABRIC TO BE PLACE AROUND STONE TO PREVENT MIGRATION OF SOIL INTO STONE. DAY LIGHT FOOTING DRAINS DOWN SLOPE AND AWAY FROM STRUCTURES & DRAINAGE SYSTEMS. SIDEWAI K 2) PROVIDE WATER PROOFING APPLICATION/MEMBRANE ON ALL FOUNDATION/FOOTINGS ENCLOSING HABITABLE OR USABLE SPACES. PROOFING TO BE FROM FOOTING TO FINISH GRADE. MIN 3/8* INCH PORTLAND CEMENT PARGING ANCHORAGE: i' _ ..,, .....,.,.... ....... ..... .., i)ALL WALL PLATES/SILLS TO BE ANCHORED TO THE FOUNDATION WITH ANCHOR BOLTS SPACED AT A DRIVEWAY MAXIMUM OF 6'-0" ON CENTER & 1'-0" FROM PLATE/SILL SECTIONS. DOOR SCHEDULE PROPOSED DECKING PLAN GRAPHIC SCALE 2)ANCHOR BOLTS TO BE 1/2"0& IMBEDDED MINIMUM 7" INTO CONCRETE/MASONARY NUMBER I QTY. II SIZE TYPE BRANDREMARKS 1.=J SCALE: SEE GRAPHIC SCALE 2' 0 2' 4' 8' 3) INTERIOR BEARING WALLS PLATES TO BE ANCHORED USING APPROVED FASTENERS FOR USE. D1 i i t0'X921 STANLEY DURA-GLIDE 3000 PROPOSED pNFFE1a 4) PLATES/SILLS TO 8E PROTECTED FROM DECAY AND TERMITES. 02 1 12'X92" STANLEY DURA-GUDE 3000 PROPOSED 1Li1RS LO PRO SERES 2 -WALL LppFIDAiKIN MARS Lp PRO jMMWAU1.AND WWDL'11M REMOVAL JOHNNY 2 WALL MOO M T1W AYR CURTAIN OR APPRCIVED EQUNM ENT 03-15-18 L'" RESUBMITTED TO TOWN OF QUEENSBURY FOR BUILDING PERMIT WWOW NEARER SERBS 2 AYR CURTAIL- D2 10'DOOR) ROCKETS 1 WALL AND WINI REMOVAL REPLACES OR APPROVED EDUTA�I' W HEADER 03 08-18 SUBMITTED TO TOWN OF QUEENSBURY FOR BUILDING PERMIT p2 (PROPOSED 12'ODOR) /� HEADER RE�AGEMENT 12-14-17 LA\ SUBMITTED TO TOWN OF QUEENSBURY FOR AREA VARIANCE AND SITE PLAN REVIEW WINDOW 1NIS"I`` � DATE REV# ISSUED J REVISIONS R . . ; > > �:L1.WVIIWfVYAll lI IIII 111 11YIiWLO� "IwCIM6N15 FRfr`nDF.D1isUPPoR9OF TN19 DESNJN AMY BB USED)xLY PORTH6 U9E SVBCIN66Ix TNe'SSUe/k8M910N"B4icIt ABOVE.TxBY w.Y nIYT BC U96D F'OR ANYOTxBR O EXIT O "'R"„�srrs'u':`•'nori yr BUdeU POR 9^MBSUevsxALL HOLb J^Re1�fIBNaINtieR9�tt�i.CM 1ARMLe99 FNU D6 NDI ARRGTT F„c rvee�NSLr ODER¢µ^m-iiruEVDrxoR�ou°ss R 0 EXIT 0 HAVVIIVa' EDGE OF ROOF of NEAy PROPOSED DECK PLAN C2 DI S, ° PROPOSED JOHNNY ROCKETS DECK * SIX FLAGS-GREAT ESCAPE LODGE EXISTING CAME/ WAILING US ROUTE 9 ROOM WALL UIGHT UNCHANGED i0 REMAIN L� EMERGENCYCOMBO PACK aN �- GLENS FALLS,NEW YORK COQ OECK AREA OPEN DECK AREA 5 JARRETT Engineers, PLLC H.THOMAS JARRETT Civet&Environmental Engineering P.E.#57509 12 EAST WASHINGTON STREET GUNS FALLS,N.Y. COPYRIGHT O POVs PHONE.(518)792-2907 I— _ _ + orn.mwEsor n+rsDan.vmcwm+A DEMO/MODIFICATION PLAN BLul 9�L9� giros">ER�",R"9 MARCH 2O18 PRO#01-o54.so SHEET.30F9 • SCALE: SEE GRAPHIC SCALE �gAnoN DI 1Ni9 UU[:uMENIlxcfYi HASFSf IEE i.22.34 PLOTTED/REVISED kM Sn 812-WPM MODIFIED FOR HEADERS a •w FIRE ALARM AND DETECTION SYSTEM NOTES: BE DOMING WALLS 70HEADERR S 70��� WIIFI 1r AUTOMATIC BE DOOR 2x12 P.T. FLOOR JOIST 1. CONSTRUCTION DOCUMENTS FOR FIRE ALARM SYSTEMS SHALL BE SUBMITTED TO THE CODE NEW ROOF WEICFIT REPLACED JOHNNY ENFORCEMENT OFFICER FOR REVIEW AND APPROVAL PRIOR TO SYSTEM INSTALLATION. CONSTRUCTION ROCKETS (TYP') DOCUMENTS SHALL INCLUDE, BUT NOT BE LIMITED TO, ALL OF THE FOLLOWING _ A. A FLOOR PLAN WHICH INDICATES THE USE OF ALL ROOMS. B. LOCATIONS OF ALARM—INITIATING AND NOTIFICATION APPLIANCES. C. ALARM CONTROL AND TROUBLE SIGNALING EQUIPMENT. yiw I�ui^• - �:���la I� y�i�,�aua d ilud,nl+.�w�duadyu�l�l;l�drlm�r umur��lu�u�lm a�Inmu lu a,ulr�i�m��n a dm I�u��lh• • S )i } D. ANNUNCIATION. I- _ I I I �I 1 II I I 1 I 1 I Y II r I f I ' • •I _ E. POWER CONNECTION. _ F. BATTERY CALCULATIONS. L.__J L_-J L__.J L J _1 _ J L_._ J L _ J L-__ J L__J L G. CONDUCTOR TYPE AND SIZES. I I ~' H. VOLTAGE DROP CALCULATIONS. TYP, I r x r 1. MANUFACTURERS, MODEL NUMBERS AND LISTING INFORMATION FOR EQUIPMENT, DEVICES, AND I MATERIALS. J. DETAILS OF CEILING HEIGHT AND CONSTRUCTION. I I w K. THE INTERFACE OF FIRE SAFETY CONTROL FUNCTIONS. JOHNNY ROCKETS -SYSTEMS AND THEIR COMPONENTS SHALL BE LISTED AND APPROVED FOR THE PURPOSE FOR 1 IYP• FRONT ENTRANCE WHICH THEY ARE INSTALLED. 2. A MANUAL FIRE ALARM SYSTEM AND AN AUTOMATIC FIRE DETECTION SYSTEM SHALL BE INSTALLED r,-I- TV- r --n r-- -i r -I- --- r-I-- - 1 �___ IN ACCORDANCE WITH THE PROVISIONS OF THE BCNYSAND NFPA 72. r-'- 1 r r-- � r---� t" —�­6 mmJ--_—__�I I ______J• - 3. MANUAL FIRE ALARM BOXES SHALL BE LOCATED NOT MORE THAN 5 FEET FROM THE ENTRANCE 1 T -- + TO EACH EXIT. ADDITIONAL MANUAL FIRE ALARM BOXES SHALL BE LOCATED SO THAT TRAVEL L.a_J L__J r-L J _ "� J r _J r L_i, r _' ' L y_J L__ J L_I_J I-- i ''--- DISTANCE TO THE NEAREST BOX DOES NOT EXCEED 200 FEET. I 4. THE HEIGHT OF THE MANUAL FIRE ALARM BOXES SHALL BE A MINIMUM OF 42 INCHES AND A I ( I MAXIMUM OF 48 INCHES, MEASURED VERTICALLY, FROM THE FLOOR LEVEL TO THE ACTIVATING L J I I 202 P.T. FLOOR JOIST HANDLE OR LEVER OF THE BOX. wp � •) 5. MANUAL FIRE ALARM BOXES SHALL BE RED IN COLOR. —I T?. I I 6. AN APPROVED PERMANENT SIGN SHALL BE INSTALLED ADJACENT TO EACH MANUAL FIRE ALARM r- —•� r I- r -— r- I I� 2%12 P.T DROP BOX THAT READS: "WHEN ALARM SOUNDS — CALL FIRE DEPARTMENT", UNLESS THE MANUFACTURER eEA W--M HAS PERMANENTLY PROVIDED THIS INFORMATION ON THE MANUAL FIRE ALARM BOX. TrI. r i 7. THE PRIMARY AND SECONDARY POWER SUPPLIES FOR THE FIRE ALARM SYSTEM SHALL BE PROVIDED IN ACCORDANCE WITH NFPA 72. ._J L_ IL __J L__ J _ J 8. WIRING SHALL COMPLY WITH THE REQUIREMENTS OF THE CHAPTER 27 OF THE "BUILDING CODE .. �uw IIE COMP OF NEW YORK STATE"AND NFPA72. WIRELESS PROTECTION SYSTEMS UTILIZING RADIO-FREQUENCY DECIQND(IYP.) TRANSMITTING DEVICES SHALL COMPLY WITH THE SPECIAL REQUIREMENTS FOR SUPERVISION OF LOW POWER WIRELES SYSTEMS IN NFPA 72. t' 9. EACH FLOOR SHALL BE ZONED SEPARATELY AND A ZONE SHALL NOT EXCEED 22,500 SQUARE TYR i COMPOSITE DECKM TO FEET. THE LENGTH OF ANY ZONE SHALL NOT EXCEED 300 FEET IN ANY DIRECTION. A ZONING —BE MUM WrH INDICATOR PANEL AND THE ASSOCIATED CONTROLS SHALL BE PROVIDED IN AN APPROVED LOCATION. 6_I 7 � THE VISUAL ZONE INDICATION SHALL LOCK IN UNTIL THE SYSTEM IS RESET AND SHALL NOT BE BLIND NAILING SYSTEM CANCELED BY THE OPERATION OF AN AUDIBLE ALARM-SILENCING SWITCH. TYP. r- L 1 r - -1 r-- r- i - 10. ALARM NOTIFICATION APPLIANCES SHALL BE PROVIDED AND SHALL BE LISTED FOR THEIR 16 1 1_ L L-, � 1 = 1 1 1 I PURPOSE. L__J L__J L__J L__J L__J L__J L__J L__J L__J L__J L__ L- J 11. VISIBLE ALARM NOTIFICATION APPLIANCES SHALL BE PROVIDED IN PUBLIC AREAS AND COMMON AREAS. 12. WHERE EMPLOYEE WORK AREAS HAVE AUDIBLE ALARM COVERAGE, THE WIRING SYSTEM SHALL BE DESIGNED SO THAT VISIBLE ALARM NOTIFICATION APPLIANCES CAN BE INTEGRATED INTO THE ALARM AREA OF DOUBLE 202 CROSS BRACING SYSTEM. -P.T. FLOOR JOIST C3 13. AUDIBLE ALARM NOTIFICATION APPLIANCES SHALL BE PROVIDED AND SHALL SOUND A DISTINCTIVE •) O FOOTMIO SOUND THAT IS NOT TO BE USED FOR ANY PURPOSE OTHER THAN THAT OF A FIRE ALARM. THE COVERED DECK AREA � AUDIBLE ALARM NOTIFICATION APPUANCES SHALL PROVIDE A SOUND PRESSURE LEVEL OF 15 30'x 3O 46' It J0• DECIBLES ABOVE THE AVERAGE AMBIENT SOUND LEVEL OR 5 dBA ABOVE THE MAXIMUM SOUND (AREA 70 BE PROVIDED LEVEL HAVING A DURATION OF AT LEAST 60 SECONDS, WHICHEVER IS GREATER, WffI FBffi SPRIIAO.ERS) IN EVERY OCCUPIED SPACE WITHIN THE BUILDING. THE MINIMUM SOUND PRESSURE LEVELS SHALL BE 60 dBA. THE MAXIMUM SOUND PRESSURE LEVEL FOR AUDIBLE ALARM NOTIFICATION APPLIANCES -_____-_- e�BRACING SHALL BE 120 dBA AT THE MINIMUM HEARING DISTANCE FROM THE AUDIBLE APPLIANCE. C3 14. AUTOMATIC FIRE DETECTORS UTILIZED FOR THE PURPOSE OF PERFORMING FIRE SAFETY FUNCTIONS SHALL BE CONNECTED TO THE BUILDING'S FIRE ALARM CONTROL PANEL. DETECTORS SHALL, UPON ACTUATION, PERFORM THE INTENDED FUNCTION AND ACTIVATE THE ALARM NOTIFICATION SIDEWALK APPLIANCES. 15. UPON COMPLETION OF THE INSTALLATION OF THE FIRE ALARM SYSTEM, ALARM NOTIFICATION APPLIANCES AND CIRCUITS, ALARM-INITIATING DEVICES AND CIRCUITS, SUPERVISORY-SIGNAL INITIATING --- ---- -- - - - DEVICES AND CIRCUITS, SIGNALING LINE CIRCUITS, AND PRIMARY AND SECONDARY POWER SUPPLIES SHALL BE TESTED IN ACCORDANCE WITH NEPA 72. DRIVEWAY 16. A RECORD OF COMPLETION IN ACCORDANCE WITH NFPA72 VERIFYING THAT THE SYSTEM HAS BEEN INSTALLED IN ACCORDANCE WITH THE APPROVAL PLANS AND SPECIFICATIONS SHALL BE PROVIDED TO THE CODE ENFORCEMENT OFFICER. 17. OPERATING, TESTING AND MAINTENANCE INSTRUCTIONS, AND RECORD DRAWINGS ("AS GUILTS' AND EQUIPMENT SPECIFICATIONS SHALL BE PROVIDED TO THE BUILDING OCCUPANT. 18. FIREBLOCKING SHALL BE INSTALLED TO CUT OFF ALL CONCEALED DRAFT OPENINGS BOTH GRAPHIC SCALE VERTICAL AND HORIZONTAL BETWEEN BUILDING STORIES AND THE TOP FLOOR AND ROOF. WALL STUD STRUCTURAL DECKING PLAN 2' 0 2' 4' 8' CAVITIES SHALL HAVE FIREBLOCKING INSTALLED AT INTERVALS NOT TO EXCEED 10 FEET. BATTS OR 3 BLANKETS OF MINERAL OR GLASS FIBER INSULATION OR SOLID WOOD BLOCKING SHALL BE USED SCALE: SEE GRAPHIC SCALE -�_i (IN FEET) FOR FIREBLOCKING. 03-15-18 L\ RESUBMITTED TO TOWN OF QUEENSBURY FOR BUILDING PERMIT J FLOOR SYSTEM1 03-08-18 /B\ SUBMITTED TO TOWN OF QUEENSBURY FOR BUILDING PERMIT 12-14-17 /A\ SUBMITTED TO TOWN OF QUEENSBURY FOR AREA VARIANCE AND SITE PLAN REVIEW DATE REV# ISSUED/REVISIONS consrxucr�M�°..,reEcsEu u+rs BseEs�cnn..xaausseemx.nnrxscsss��.,sox,ms,�csiae�s�errewcxneo"e,HerWn,•�ascsse�s�J„• �+T1 e M sUSERE U11LUoas.wrt E-NERS. r MRMUMaP.,,,a�m,T ex�weeRs.nu ax�r oocwems�.,ae�.ew.s,ss�eDw P.T. 6 x 6 COLUMN �a�nE.�sERsn�EE�o�,�RRE�E��.EEE .�EnEMEEEsn��EPEno��REEnEn�,nEE�.���M �Eo�Eso�sE• (2) P.T.200 BRACES ,IYP.) � I OFF NE STRUCTURAL DECKING PLAN (, EACH WoC3 0 W� (6) EXERTING GRADE CONNEGr W/ (6)Y4x EW W LAG SCRS S✓q� PROPOSED JOHNNY ROCKETS DECK OONNECTWk W LAC SCREWS * SIX FLAGS—GREAT ESCAPE LODGE CONCRETE PIER P.T. 2 x 10 + US ROUTE 9 ITYPIGLENS FALLS,NEW YORK .� E>aSRNG GRADE JARRETT Engineers, PLLC CONCRETE PIER(TYP.) H THOMAS JARRETT Civil,%Environmental Engineering P.E.#5750912 EAST WASHINGTON STREET GLENS FALLS,N Y — 1—\CROSS BRACING COPYRIGHT©2018 PHONE.(518)792-2907 INLI 111E1 11 TUIS I" C3 SCALE: N.T.S. s��,ESEu nno�p agow E MARCH 2018 PRO#01-05460 SHEET:4 O 9 avn��cEiisEO ENcinEEpis urvuwrut BASESHEET 22 x 34 PLOTTED/REVISED 03/15/18 12 00 PM 4 D1 ROOF STRUCTURAL NOTES 1) METAL FRAMING ANCHORS: CLEVELAND STEEL SPECIALTY CO., HARLEN METAL PRODUCTS, INC., SILVER METAL 4 ROOF SHEATHING:�.TNItG �- PRODUCTS, INC., SIMPSON STRONG-TIE COMPANY, INC., SOUTHEASTERN METALS MANUFACTURING CO., INC. D7 ROOF OVERHANG OSB APPROVED *T&GEQUIM .ENT AND � 2) FOR NON-LOAD-BEARING INTERIOR PARTITIONS PROVIDE FRAMING OF THE FOLLOWING GRADE AND SPECIES: GRADE: CONSTRUCTION, STUD, OR NO. 3. SPECIES: EASTERN SOFTWOODS; NELMA OR LANG ROOF SPRUCE-PINE-FIR; WWPA. ROOF TRUSSES BY OTHERS 3) ALL EXTERIOR WALL FRAMING TO BE 2X6 CONSTRUCTION WITH MAXIMUM STUD SPACING OF I I 16" O.C. 4) FOR EXTERIOR AND LOAD-BEARING WALLS PROVIDE FRAMING OF THE FOLLOWING GRADE AND SPECIES: HURRICANE CLIP. SINN" GRADE: NO. 2. OR BETTER, SPECIES: SPF; WWPA. + i I STRONG-TIE MODEL: H10S 18OA. 5) FLOOR FRAMING TO BE PROVIDED OF THE FOLLOWING GRADE & SPECIES: GRADE #2 OR BETTER, OR APPROVED =W&ENT ® SPECIES - SPF - WWPA OR AS OTHERWISE SPECIFIED ON DRAWINGS (FIRST FLOOR FLOOR JOISTS TO BE #2 cm BOTH ENDS EAOH TRUSS) SOUTHERN YELLOW PINE). \ 1• UPLFf 1.250 LBS.) 6) PROVIDE ENGINEERED WOOD PRODUCTS ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION AND FOR WHICH CURRENT MODEL CODE RESEARCH OR EVALUATION REPORTS EXIST THAT EVIDENCE COMPLIANCE WITH BUILDING CODE IN EFFECT j DROP HEADER(4)PT. 202 FOR PROJECT. PROVIDE ENGINEERED WOOD PRODUCTS WITH ALLOWABLE DESIGN STRESSES, AS PUBLISHED BY 3 ROWS OF 10D NAILS O 12• MANUFACTURER, THAT MEET OR EXCEED THOSE INDICATED. O.C. (TOP. MIDDLE• CENTER) 7) WHERE STRUCTURAL-USE PANELS ARE INDICATED FOR CONCEALED TYPES OF APPLICATIONS, PROVIDE T3G KNOTTY PINE CEIJNG� 1 2 APA-PERFORMANCE-RATED PANELS COMPLYING WITH REQUIREMENTS DESIGNATED UNDER EACH APPLICATION FOR GRADE, (FINISH AT DIRECTION OF OWNER) D1 D1 RAILING DETAIL SPAN RATING, EXPOSURE DURABILITY CLASSIFICATION, AND EDGE DETAIL (WHERE APPLICABLE). PROVIDE PANELS MEETING REQUIREMENTS SPECIFIED BUT NOT LESS THAN THICKNESS INDICATED. EXISTING JOHNNY 8) FOR WALL & ROOF SHEATHING PROVIDE APA-RATED 'CDX' PLYWOOD SHEATHING. ROCKETS 8-8' 9) COMPLY WITH AFPA'S "MANUAL FOR WOOD FRAME CONSTRUCTION," UNLESS OTHERWISE INDICATED. RESTAURANT/BAR - FIE1/ATK>N DROP BEAM (4)P.T. 2x12 INSTALL ENGINEERED WOOD PRODUCTS TO COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. FLOOR 12 PT DIX�CING JOIST ne C� D.C. (w.MDDLE, CENTER)� 3 ROWS OF 10D NAILS O 12• INSTALL FRAMING MEMBERS OF SIZE AND AT SPACING INDICATED ON DRAWINGS. DO NOT SPLICE STRUCTURAL MEMBERS BETWEEN SUPPORTS. 10) LVL CONNECTION CONSISTS OF 3 ROWS OF 10d NAILS 0 12" O.C. (TOP, MIDDLE. CENTER). FINISHED FLOOR ELEVATION !D• 8'xr POST P.T. 11) DECK CONNECTION TO EXTERIOR WALL, DECK SHALL BE POSITIVELY ANCHORED TO THE EXTERIOR WALL (RIM BOARD) 9• 0• 1 11•-B• I AND DESIGNED FOR BOTH VERTICAL AND LATERAL LOADS. FOR A DECK THAT CANNOT BE POSITIVELY ANCHORED THE DECK • ; � SHALL BE SELF-SUPPORTING. DECK LEDGER CONNECTED TO THE EXTERIOR WALL TO BE A MINIMUM OF A #2 2x8 NOMINAL EX�TINf' GRADE (PRESSURE TREATED) DIMENSIONAL LUMBER. SEE DECK CONNECTION DETAIL FOR SPECIFICATIONS OF CONNECTION. EISBACKWASH TANK INLET PIPE TRUSSES 4• ALL PIERS n1) THE ROOF TRUSSES SHALL BE ENGINEERED BY MANUFACTURER FOR LOADS AND SPANS INDICATED. '. MIN, : , r- ------ ') MANUFACTURER SHALL BE RESPONSIBLE FOR ALL CALCULATIONS, LOCAL REQUIREMENTS, SIZING, SPACING WEST END FACING EAST 3 AND BRACING OF TRUSSES. ,. / PROPOSED FOOTWG 2) THE TRUSS BRACING MINIMUM REQUIREMENTS, AS FOLLOWS: XS1 SCALE: N.T.S. DI A. PROVIDE TEMPORARY BRACING TO INSURE TRUSS STABILITY PRIOR TO INSTALLATION OF ROOF SHEATHING O O I O © AND PERMANENT BRACING. 7IS1ING BACKWASH TANK B. PROVIDE CONTINUOUS FLAT 2x4 BOTTOM CHORD BRACING 0 8'(t), LOCATED AT OR NEAR PANEL POINTS. C. PROVIDE CONTINUOUS 2.4 "X" BRACING NAILED TO TRUSS WEBS FROM TOP TO BOTTOM CHORDS OF L J TRUSSES, LOCATE AT OR NEAR EACH ROW OF CONTINUOUS BOTTOM CHORD. D. PROVIDE 'H1" HURRICANE CLIPS BY SIMPSON STRON-TIE AT EACH END OF ALL TRUSSES AND ROOF RAFTERS. NOTE: FIRE SPRINKLERS TO BE PROVIDED IN AREA OF COVERED DECK 3) THE FLOOR TRUSSES SHALL BE ENGINEERED BY MANUFACTURER FOR LOADS AND SPANS INDICATED. MANUFACTURER SHALL BE RESPONSIBLE FOR ALL CALCULATIONS, LOCAL REQUIREMENTS SIZING, SPACING AND BRACING OF TRUSSES. A.) PROVIDE TEMPORARY AND PERMANENT BRACING IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. B.) ANCHOR EACH END OF THE TRUSSES IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. EXISTING ROOF \ I i EXISTING JOHNNY ROCKETS 1 Jr OVER HAND RESTAURANT/BAR - Vj:FINISHED 9.0ORELEVATION 1• EXISTING ON CLEAN OUT 4 •�.. MIN. �:'. •:••. 2 MIDDLE DECK FACING EAST .,: APPROXIMATE LOCATION I: J XS SCALE: N.T.S. ® ® W EXISTING BACKWASH TANK 03-15-18 3\,G� RE-SUBMITTED TO TOWN OF QUEENSBURY FOR BUILDING PERMIT / 03-08-18 /\ SUBMITTED TO TOWN OF QUEENSBURY FOR BUILDING PERMIT 12-14-17 SUBMITTED TO TOWN OF QUEENSBURY FOR AREAVARIANCE AND SITE PLAN REVIEW TRUSS SIGN NOTES DATE REV# ISSUED/REVISIONS 1) THE PROPOSED STRUCTURE IS REQUIRED TO PROVIDE APPROVED A SIGN/SYMBOL INDICATING THE Dss,D„W,yae ,lE ,LY.,�R,,,E„ses CIO,Eo+„,HeIREHE/ �,so„.e�K��,„E,.,Mr„ 11REDMEA, 1 USE OF TRUSSES, PRE-ENGINEERED WOOD AND/OR TIMBER CONSTRUCTION. _ coHsrRDo„oR•w+,DEDSED�DR E ERTDEST�rvwow.-WRHou•r„+Rw+H,•rR.roHsEHT-'�-EE,T�E� EERagaug«n..�urer��e�eo.,s•+HRDED.R 2) AFFIX SIGN/SYMBOL IMMEDIATELY TO THE 36” WIDE DOORS AT A HIGH APPROXIMATELY 5' IN R�R'� RsxeEExoEDu TEHD+RRERS xR.E:SSwDDEERD,aRRE RSR ERs u o. HEIGHT ABOVE THE FINISHED FLOOR. (TYP. BOTH 1ST & SECOND FLOORS) pFNE STRUCTURAL SECTIONS DR�DXS1 3) PLACEMENT OF THE SIGN/SYMBOL IS REQUIRED PRIOR TO OBTAINING A CERTIFICATE OF OCCUPANCY BY THE PERMITTING AUTHORITY. y�F S✓q OAf PROPOSED JOHNNY ROCKETS DECK 4) IF THE SIGN/SYMBOL IS DAMAGED, DETERIORATED, FADED, REMOVED, ETC. THE PROPERTY OWNER •k 9 SIX FLAGS-GREAT ESCAPE LODGE SHALL IMMEDIATELY REPLACE THE SIGN/SYMBOL. 5) THE SIGN/SYMBOL SHALL BE KEEP CLEAR OF ALL PLANTS, VEGETATION AND OTHER w US ROUTE 9 GLENS FALLS,NEW YORK OBSTRUCTIONS THAT MAY OBSCURE THE SIGN/SYMBOL. �. 6) THE SIGN WI SYMBOL SHALL CONSIST OFA CIRCLE SIX INCHES (152.4 MM) IN DIAMETER, WITH R __.eYti JARRE7r Engineers, PLLC A STROKE WIDTH OF 1/2 INCH (12.7 MM). THE BACKGROUND OF THE SIGN OR SYMBOL SHALL Off' BE REFLECTIVE WHITE IN COLOR. THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR, CONFORMING TO PANTONE MATCHING SYSTEM (PMS) #187. H.THOMAS JARRETT Civil&Environmental Engineering 7) THE SIGN OR SYMBOL SHALL BE OF STURDY, NON-FADING, WEATHER-RESISTANT MATERIAL; P E #57509 12 EAST WASHINGTON STREET GLENS FALLS,N.Y PROVIDED, HOWEVER, THAT A SIGN OR SYMBOL APPLIED DIRECTLY TO A DOOR OR SIDELIGHT MAY BE A PERMANENT NON-FADING STICKER OR DECAL. coPYRICHr©zole PHONE:(518)792-2907 8) THE SIGN FOR THIS PROPOSED STRUCTURE WILL INDICATE TYPE 'V' CONSTRUCTION AND THE USE HEDE- THRI EREo1E OF ENGINEERED TRUSSES IN THE ROOF 'R'. THE SIGN IS TO APPEAR SIMILAR TO THE ..-,D MARCH 2018 PRO#01-054,60 SHEET:50F 9 FOLLOWING: BYALiCErvEED FrvcirvsER is urvuwna BASESHEET 22x34 PLOTTED/REVISED 03/15/1812 DD PM J2" PLYWOOD SHEATHING g WITH TYVEX S MATCH EXISTING SIDING AT DIRECTION`� Y2" PLYWOOD OF OWNER ( 2"x6" STUDS - ® 12" O.C. EXISTING WINDOW TO 2 r�BE REMOVED DECK RAILING EXISTING JOHNNY fE 2"x6" BLOCKING ROCKETS _ r AT MID HEIGHT RESTAURANT/ BAR gxe.��� l 2x12 P.T. DECK JOIST DECKINGP BEAM 4�.T. 2x12 ROWS M OD MALS O O.C. (TOP, MIDDLE. R-19 KRAFT FACE EXISTING FINISHED FLOOR ELEVATION TER) / BATT INSULATION I17-1" 8• �\ 1/2" GYPSUM 3'-9"} �/. (PAINT TO FINISH) TING �� DE 3 EXISTING BOTTOM r 1' EXISTING D1 FOOTING PLATE ` FLOORING SYSTEM EXISTING RIM �\ EAST END FACING EAST(NO ROOF) BOARD - �/XS2 SCALE: N.T.S. 1O 2 EXISTING IS BLOCKING O O © BETWEEN EXISTING FLOOR JOISTS (HEIGHT TO — MATCH EXISTING) EXISTING SILL PLATE �� EXISTING (2x6) FOUNDATION WALL 8"t / 2 \ EXTERIOR WALL MODIFICATION XSG SCALE: N.T.S. . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . .t r .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.':.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. . . . . . . . . . . . . . DOUBLE TOP PLATE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ., �. �ooueLE TOP PLATE TRIPLE 1 W x 11 JP 2.0E TRIPLE 1 1 x 9 14.2.0E LVL WINDOW HEADER (3 \.LVL WINDOW HEADER (3 RI)WS/toD NAILS O 12• MATCH EXISTING ROWS/10D NAILS O 12" O.0 TOP. MIDDLE, BOTTOM WINDOW OPENINGS \O.C.—TOP. MIDDLE, BOTTOM `2•xa•aNG STUD PROVIDES PLATES AS NECESSARY 104 =t TO MEET ROUGH OPENING SIZE EXII ,O' OR 12' SIJDING DOORSILL PLATE DRIP CELL (ROUGH OPENIIN S 120.5"OR 144.5 �(3) 2"x0'JACK STUD 99"t 2•4•KING STUD SIJ.PLATE JACKS, \ 16•O.C. \�\ EXISTING PLATE `(4) 2'x8•JACK STUDS (EACH SIDE) \- 03-15-18 ® RE-SUBMITTED TO TOWN OF QUEENSBURY FOR BUILDING PERMIT 3/4'TONGl1E Ac PLYWOOD 03-08-18 SUBMITTED TO TOWN OF QUEENSBURY FOR BUILDING PERMIT 6h00VE EXISTING BOTTOM PLATE 12-14-17 QA SUBMITTED TO TOWN OF QUEENSBURY FOR AREA VARIANCE AND SITE PLAN REVIEW �---- - DATE REV# ISSUED/REVISIONS ... �ss,��wo�� �o�TMew� � e oP�ADR�E�,T eR� �Y Em1—D SRR YY �M CY Y� �Y Y� CY VY VY �r o• QFNEw�.�o �«.o� e.�ELEVATIONS xREn..��ee�.��F�• xu�XS2 UIE TRIPLE BLOCKING BETWEEN EXISTING FLOOR JOISTS BELOW KING ��< IS 9f PROPOSED JOHNNY ROCKETS DECK TRIPLE BLOCKING BETWEEN AND JACK STUDS EXISTING FLOOR JOISTS >ti SIX FLAGS-GREAT ESCAPE LODGE US ROUTE 9 c GLENS FALLS,NEW YORK \TYPICAL EXTERIOR DOORWAY HEADER 3 � 4 \TYPICAL WINDOW HEADER � � JARRETT Engineers, PLLC XS2 SCALE: N.T.S. SS XS2 SCALE: N.T.S. H.THOMAS JARRETT Civil&Environmental Engineering P.E.#57509 12 EAST WASHINGTON STREET GLENS FALLS,N.Y COPYRIGHT c 2018 PHONE:(518)792-2907 ��E s E�Fo mue MARCH 2018 PRO#01-054.60 SHEET 6 OF 9 avnscErtsEo crrrwFEnis urrwwrus BASESHEET 22 x 34 PLOTTED/REVISED 03/15,181200 PM INTERIOR WALL COHSTRucnON DTOERIOR OF WALL COMPOSITE 24 2x4 SPF#2 SUDSON STRONG TIE F824Z RAIL BRACIO?T— HARDWARE AS ISPENFIED BY MANUFACTURER (TYP. EACH END.TOP AND 2x4 COMPOSITE 298 P.T. 8x8 POSE � ) FLAT 1 3' C / 2x8 TbG IOIOTIY PIIE_J4__ 4-'D.C. P T 8x8 POSE C J I A DIRECTION OWNER �7'LAG SNTpiC I/ I (TYP.BOTH SIDES) I I I I 41• / X 1 /I 2x4 SPF#2 sawCOMPOSITE COMPOSITE i I 1 I j CCOMPOSITE DECKING BOARDI D1 POST CONNECTION I I 2X12 RIM BOARD \ I I `4•MAX. GAP \4!*MAX. GAP 202 Rpt BOARD / 2 \ RAILING SECTION DETAIL p, SCALE: N.T.S. / 1 RAILING DETAIL p SCALE: N.T.S. ` "AOF TRUSS SYSTEM \ _ PROPOSED ROOF PROPOSED ROOF SIAM" STRONG TIE ———— i 2x8 P.T. 'Fp1RRICANE CLIP` Ht (HDG) (4)2x12 FLOOR DROP WAIM DRIP EDGE DRP EDGE----I, 1x10 PINE FASCIA ' SIMPSON STRONG TIE _ (FINISH O OREC110N P. PROPOSED 2xS CCG COLUMN CAP(HDG) FLOOR SYSTEMA OF OWNER) 1 /PROPOSED OR APPROVED EQUIVALENT ROOF TRUSSES PROPPOSED OVERHANSJ ROOF 42x12 FLOOR DROP BEAM 2x8 �8.O.C. I') 1x12 SOFFIT ALUMINUM FLASHING (FlNISHt A7�D��II�W)1 -- -----ji —o—m—m ————`--———— 6x8 TREATED POST P.T. aVER H7lLSiMlG eooF SMAPSON STRONG TIECBS O0WMN ((_)) �. CR APPROVED EQUIVi1LEN7 2x8 QUARTER ROUND y y y —V� (P.T. 8 x87 LOG DIRECTION OF CIA X X 12'DIA.CONCRETE SDN07M EXISTING GRADE (4)#3 SRRRUPS O 4'O.C. � 4C KNOTTY PTFE 3'MIN. //"'3 CLEAR CEILING BARDS 03-15-18 �G RE-SUBMITTED TO TOWN OF QUEENSBURY FOR BUILDING PERMIT 1 #3 STIRRUPS O 12.O'C' 4' ROOF OVERHANG(TYP. EACH END) 03-08-18 �8 SUBMITTED TO TOWN OF QUEENSBURY FOR BUILDING PERMIT 12'3 I /\ (TYP.) 3' #4 ROM p 1 SCALE: N.T.S. 12-14-17 U SUBMITTED TO TOWN OF QUEENSBURY FOR AREA VARIANCE AND SITE PLAN REVIEW E/C1 DIRECTION o�s�onw..ae�seoo"r.�aTxe�se /I DATE REV# ISSUED/REVISIONS � �R;ohoeo s�.,eo 1x,me•��osiae�s�oM a1ooK.eo�E,HE..xY�.�.sxo�R,.n�xeR I I :.a• �x_MLEEWo,JDA.e1e neeasg�ug 1­N aero s•ss�o�a d12-YP> I . wR� �NEwY'N R9�LLNo�STRUCTURAL Nn DETAILSwe�FL��NxmoD18 �P o PROPOSED JOHNNY ROCKETS DECK SIX FLAGS-GREAT ESCAPE LODGE US ROUTE 9 t GLENS FALLS,NEW YORK a SS JARRETT Engineers, PLLC 3 H.THOMAS JARRETT Civil&Environmental Engineering COLUMN/CONCRETE PIER/FOOTING DETAIL P.E.#57509 12 EAST WASHINGTON STREET GLENS FALLS,N Y p 1 SCALE: N.T.S. COPYRIGHT�D 2018 PHONE:(518)792-2907 o�«� 01R�t MARCH 2018 PRO#01-054.60 SHEET,7 OF 9 NOTE: FOOTING FOR COLUMNS BELOW FLOOR DROP BEAM #1 TO BE 24" x 36" ",p�EN­­0N01=='1'1'1=LPT RASESHEET 22 x 34 PLOTTED/REVISED 03/15/1812 DD PM STANLEY DURA-GLIDE 3000 ROUGH OPENING iu PACKAGE WIDTH SERIESIBI-PART WITH OPTIONAL TRANSOM ❑ 1/4' SHIM SPACE INTERSXij 'SX ' 11 + PACKAGE WIDTH _ EXTERIOR �'/ ELECTRICAL- L----- -------- ------------ ------- ---------- ------- ------ HEADER ABOVE- 1 3/4' [441 nHORIZONTAL SECTION SCALE. N.TS H � � W / \ l� / / \ SOLENOID ELECTRIC PRODUCT OPTIONS Q V L❑CK TRANSOM El YES _ ----------- - ------- ------- - -------i ... ., _ ❑ VERTICALS 1 2 3 T) / 1/4' SHIM SPACE FINISH I'D CD i ❑ ANODIZED CLEAR CL2 ❑ ANODIZED DK BRONZE Oc / ❑ CUSTOM DIRECTI❑NAL i I LOCKING "❑' "SX" i "SX° '�' / [:] 2-POINT ❑ 3-POINT m �g SENSOR ❑ ACCESS CONTROL [PANIC) g STILES r1 ❑ NARROW ❑ MEDIUM 6' 11521 oi Z BOTTOM RAILS fy ❑ STANDARD 4' ELEVATION VIEW `STANGUARD IELD ❑ OPTIONAL 6' 8' 10' 12' - � / z THRESHOLDS W z ❑ SQ/BVL (EXT) ❑ SQ/BVL (INT) L 3 ❑ DBL BVL ❑ RECESSED C❑VERLN = ACTIVATION/SAFETY CU LD Y El SU-100/STANGUARD - _ STANGUARD BI-PART FORMULAS_- NARROW STILL ® v w El 2 COMBINED ACTIVATD7N/SAFETY SENSORS THRESHOLD SENSOR PACKAGE WIDTH = 2 X CLEAR DOOR OPENING + EXTERIOR INTERIOR w ¢ = o PACKAGE WIDTH 23.4' D CC OTHER OPTIONS / 1 CLEAR DOOR OPENING = 1/2 PACKAGE WIDTH - p _ W ElROTARY CTRL SWITCH El KEYED 11.7' %7-RECESSEDI� ¢ ❑ UNINTERRUPTIBLE POWER SUPPLY INTERIOR - - - - EMERGENCY BREAKOUT WIDTH = CLEAR DOOR ('7 ^- _ - OPENING + 7.3 PANIC DEVICE CL rl Y ❑ FLY OPEN BOX ------,I --_ li DOOR PANEL WIDTH = 1/4 PACKAGE WIDTH + 0.3' / W (U U - ----- 4-- _ J a El WIND DAMPERS 0. EXTERIOR I _ FRAME WIDTH L1 PANEL CLOSERS BI-PART FORMULAS - El ALARM CONTACTS '-'SX' 'SXD PACKAGE WIDTH = 2 X CLEAR DOOR OPENING + � 4 1/2' [114] F MEDIUM STILE (U O� 32.1' o _ _ o ❑ CLEAN ROOM (CL 1) _ CLEAR DOOR OPENING = 1/2 PACKAGE WIDTH - 16.0' - u DIRECTIONAL EMERGENCY BREAKOUT WIDTH = CLEAR DOOR ( u ' CLEAR MOTION OPENING + 10.3' L DOOR OPENING J SENSOR DOOR PANEL WIDTH = 1/4 PACKAGE WIDTH + 11' /-THRESHOLD SEE EACH SIDE ° 00 EMERGENCY BREAKOUT PLAN VIEW OF DOOR • 03-15-18 /C RE-SUBMITTED TO TOWN OF QUEENSBURY FOR BUILDING PERMIT SLIDING DOORS ONLYd�Jl DETAILS /\ SCALE: N.T.S. 03-08-18 � SUBMITTED TO TOWN OF QUEENSBURY FOR BUILDING PERMIT 12-14-17 QA SUBMITTED TO TOWN OF QUEENSBURY FOR AREA VARIANCE AND SITE PLAN REVIEW ATE SCALE 2'VERTICAL SECTION Dos��noMYBeRo�#..ISSUED/REVISIONS A- 01 eU3e5�c�Eo�TNE = 1'-0„ oRa NOTES 1. ELECTRICAL REQUIREMENTS1 120 VAC, 5 AMP MIN TO POWER OPERATOR BY ELECTRICAL CONTRACTOR. STRUCTURAL DETAILS D2 2. ROUGH OPENING SHALL PROVIDE 1/4'[67 SHIM SPACE ON SIDES AND TOP OF PACKAGE. I TYPICAL PACKAGE DIMENSIONS (NARROW I ��OFNt{yy 3. LIMITS OF ACTIVATION AND SAFETY ZONES ARE FOR REFERENCE ONLY; SEE ANSI/BHMA A156.10 FOR DETAILED STILE) � S� O� PROPOSED JOHNNY ROCKETS DECK REQUIREMENTS. NOMINAL DOOR PANEL EMERGENCY SIX FLAGS-GREAT ESCAPE LODGE 4. STANDARD LOCKING IS 2-POINT, 3-POINT AND ACCESS CONTROL SYSTEMS AVAILABLE. SEE SHEET 1.60. PACKAGE CLEAR NOMINAL BREAKOUT USROUTE 9 5. STANDARD GLAZING STOPS FOR SLIDING AND FIXED PANELS ARE 1/4'[6]; 5/8'[16] AND 1'[25] AVAILABLE. WIDTH OPENING DOORWIDTH NOM. WIDTH 2 . „ GLENS FALLS,NEW YORK 6, STANDARD JAMB TUBES SHOWN; 6'[152] AVAILABLE. 8' �r�{fl ' 7. STANDARD STILES, BOTTOM RAILS AND MUNTINS SHOWN; MEDIUM STILES, BOTTOM RAILS TO 12'[3057, AND 4 1/4'11081 1 120' 48.3' 30.3' 55.6' 1 JARRETT Engineers, PLLC MUNTINS AVAILABLE. 1 144' 60.3• 36.3' 67.6' 1 Civil&Environmental Engineering 8. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.'==" z- H.THOMAS JARRETT P E #57509 12 EAST WASHINGTON STREET GLENS FALLS,N Y 1/ 10'&12'AUTOMATED GLIDING DOOR SYSTEM NOTE: ALTERNATIVE AUTOMATED GLIDING DOOR SYSTEMS BY OTHER MANUFACTURERS COPYRIGHT©2o1a PHONE (518)792-2907 MAY BE CONSIDERED. NO SUBSTITUTION WILL BE CONSIDERED UNLESSEMARCH 2078 PRO#01-054 60 SHEET:8 OF 9 D2 SCALE: N.T.S. PRE—APPROVED BY THE OWNER AND DESIGN ENGINEER. aYa«�No flls U,w��E BASESHEET 22 x 34 PLOTTED/REVISED 03/15/18 12 00 PM SAND SAGS LAID TIGHT EROSION&SEDIMENT CONTROL: EROSION&SEDIMENT CONTROL CONSTRUCTION NOTES:, END TO END. PERPENDICULAR TO DI RECTION OF FGEOTE LOW XTILE FABRICFIL70 X. MIRAR 10OX. STEEL OR 2*x r ES-1) FROM DAY I OF CONSTRUCTION UNTIL FINAL SITE STABILIZATION, ALL EARTHWORK SHALL 13E : CONTROLLED TO PREVENT EROSION & SEDIMENTATION IN ACCORDANCE WITH PROVISI�NS SHOWN ON THESE 1) CONTACT PERMITTING AUTHORITIES REGARDING CONSTRUCTION START DATE, AND ENGINEER TO svAMEmK4 T14ON, OR EQUIVALENT. HARDWOOD POSTS PLANS AND/OR THE -NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT 06NTROL', USDA-ARCS, SCHEDULE A PRE-CONSTRUCTION MEETING, PRIOR TO START OF CONSTRUCTION. TIE JOM r J24!-(mm)TV. AND THE URBAN EROSION AND SEDIMENT CONTROL COMMITTEE, LATEST EDITION. 2) EROSION & SEDIMENT CONTROL TO BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION. ES-2) LAND DISTURBANCE IS DEFINED AS DISRUPTION OF ESTABLISHED GROUND COVER/SOIL, AND NO LAND DISTURBANCE SHALL TAKE PLACE UNLESS PROVISIONS ARE IN PLACE TO CONTROL EROSION AND 3) NYSDEC TRAINED PERSONNEL IN EROSION AND SEDIMENT CONTROL SHALL INSPECT SITE DAILY AND SEDILAN PERMITTING AU MENTATION THORITY.D DISTURBANCE SHALL NOT EXCEED LIMITS SHOWN ON DRAWING WITHOUT APPROVAL OF MAINTAIN LOG/REPORT BOOK. HARD SURFACE TE POINTS THE UR (NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL -BLUE BOOK- CAN SECURELY FASTEN WIRE ES-3) FOR PROJECTS IN THE LAKE GEORGE BASIN: WITHIN 500 FEET OF THE MEAN HIGH WATER OF ANY BE FOUND AT: http://www.dec.ny.go�/chemical/29066.html SAND BAGS 1--W MAXIMUM- FENCE TO POSTS& LAKE, POND, RIVER, STREAM, OR WETLAND, NO LAND AREA. INCLUDING AREAS STOCKPILED WITH EARTHEN 4 FABRIC TO FENCE MATERIALS, WHICH HAS BEEN CLEARED MAY BE MADE OR LEFT DEVOID OF GROWING VEGETATION FOR MORE OTHER ENVIRONMENTAL CONTROLS: THAN 24 HOURS WITHOUT A PROTECTIVE COVERING SECURELY PLACED OVER THE ENTIRE AREA AND/OR EROSION CONTROL DEVICES PROPERLY INSTALLED TO PREVENT SEDIMENTS FROM ENTERING THE WATER 1.) PROTECT SITE DURING CONSTRUCTION IN ACCORDANCE WITH NYSDEG STORMWATER DESIGN MANUAL STEEIL OR WOOD POST WITH BODY. ACCEPTABLE PROTECTIVE COVERINGS INCLUDE NATURAL MULCH OF A DEPTH OF TWO INCHES, ROCK AND NYS EROSION & SEDIMENT CONTROL GUIDLINES ('BLUE BOOK'): LATEST EDfnON 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 1007. OF (11"GAUGE MIN.; TANK CONTENTS; AND AREA UNDER FUEL LINES SHALL BE COVERED IN WOODCHIPS, ABSORBENT 9- MESH SPACING AS REOUIFIED) ES-4) IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS BEEN TEMPORARILY OR PERMANENTLY CEASED, MATTING, OR OTHER APPROVED ABSORBENT MATERIALS. V-4* -4• TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES SHALL BE INSTALLED AND/OR IMPLEMENTED WITHIN SEVEN (7) DAYS FROM THE DATE THE SOIL DISTURBANCE ACTIVITY CEASED. THE SOIL STABILIZATION SHEET FLOW DRAIINAGE A FLOW FLOW V.4. MEASURES SELECTED SHALL BE IN CONFORMANCE WITH THE MOST CURRENT VERSION OF THE TECHNICAL �*—FLOW STANDARDS. NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL. _,V MM 1'-$ ES-5) FROM DAY 1 OF CONSTRUCTION UNTIL FINAL SITE STABILIZATION, EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN FULL OPERATIVE CONDITION UNTIL PERMANENT SITE RESTORATION IS G0DTEXTlLE FABRIC IN ROCK COMPLETE AND ESTABLISHED. MEDIUM IRIP RAP Cm.) 4W TRENCH GEOTEXTILE FABRIC BUTT SAM TOGETHER, NON-WOVEN GE07EXTILE FABRIC WI•TH COMPACTED BACKFILL • ES-S) ALL CONSTRUCTION ACTIVITY SHALL STOP IF EROSION AND/OR SEDIMENTATION IS EVIDENT, INCLUDING IF IN PLACE CONTROLS ARE DAMAGED OR DESTROYED OR ARE INADEQUATE. CONSTRUCTION ACTIVITY SHALL I.E.:NO GAP FURTHER ENVIRONMENTAL IMPACT +yr-ml,c;w NOTES: NOT RESUME UNTIL SUCH TIME AS CONTROLS ARE IN PLACE TO PREVENT GEOTEXTLE FABRIC WRAPPED DIKE CONSTRUCTED US= AND UNTIL SUCH TIME AS THE PRIOR IMPACT IS REMEDIATED. 1")"' 6- *17 IJIV-4 A 4' Mlll*--1 44 0 INGH OW AROUND HIkY SALES,AS SHOW ABOVE ORIGIINAL GROVE- CRUSHED STONE AND LIGHT 1)THIS DEIIAL IS APPLJCABUE TO SHIEET FLOW DRAINAGE ON A TEMPORARY OR ROU"IDDER POP RAP ES-7) DETAILS SHOWN ON THIS DRAWING ARE ONLY EXAMPLES OF APPLICABLE EROSION AND SEDIMENT 2"x 2'HARDWOOD STAKES OR RE-BARS SEMIF-PEINANENT BASIS(I YEAR MAXIMIUM)FOR EROSION CONTROL CONTROL SYSTEMS; CONTRACTOR TO DETERMINE "BEST MANAGEMENT PRACTICE(S)-AND SUBMIT TO OWNER/ 0 W I 4VEN FLUSH WITH BAILF, 2 STAKES 2)SILT FENCE SHALL BE PLACED ON SLOPE 00114FOURS 70 WAXIMIZIE PONDING ENGINEER FOR APPROVAL. 4 PER BALE REQUIRED. ONE VERTMAL ONE ANGLED NOTES: EFFICIENCY. ES-8) EROSION CONTROL MEASURES SHALL BE EMPLOYED FROM DAY I OF CONSTRUCTION UNTIL FINAL 1)THIS STRUCTURE IS SUITABLE FOR EROSION CONTROL OF SHEET FLOWSITE STABILIZATION To PREVENT EROSION; OPTIONS INCLUDE: MAXIMUM SLOPE LENGTHS CONTRIBUTIING RUNOFF TO A SILT FENCE KAM A) GRADE DISTURBED AREA AND SEED (TEMPORARY OR PERMANENT) IMMEDIATELY AFTER e MIN. DRAINAGE ON MODERATE SLOPES.OR AS A CHECK DAM SEDIMENT TRAP IN A A SLOPE. CURRENT WORK IS COMPLETED OR TEMPORARILY SUSPENDED. W MIN. (TVP.) DRDITCH: IF USED AS A CHECK DAM PROVIDE OVERFLOW CAPAMW SLOPE STEFPNE9S MAX.SLOPE LENGTH B) MULCH WITH STRAW, BARK MULCH, STONE, ETC. OVERLAP FABRIC 2) -A.TO BE 2 OR GREATER FOR TEMPORARY DIKES AND 2.5 OR GREATER 2:1 25 FT C) APPLY EROSION CONTROL MATTING. 0 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 ADJO11MING 4:1 75 FT EARTHWORK&TURF ESTABLISHMENT: NOTES: GROUND OR MAXIMUM! le HIGH. 5:1 OR FLATTER 100 FT ET-1) ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED 1)THESE DETAILS ARE APPLICABLE TO SHEET FLOW DRAW=ON DISTURBED 4)INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE ON THESE PLANS OR BY OWNER. SOILS,HAY BALE DIKES AM HOT SUITABLE FOR STREAM CHANNELS. EARTH DIKE SEDIMENT AS HEWED, Jr(MAX) STORAGE HEIGHT ET-2) TOPSOIL, PLANT/SEED, AND MULCH DISTURBED AREAS TO ESTABUSH PERMANENT VEGETATIVE GROWTH 2) MY BALE DIKES MAY BE USED FOR TEMPORARY(180 DAYS MAXIMUM) 5)REMOVED SEDIMENT SMALL BE DEPOSITED TO AN AREA THIAT WILL HOT (GRASS OR OTHER NATIVE/NATURALIZED GROUNOCCVFRS); CONTACT OWNER AND/OR LOCAL SOIL EROSION CONTROL CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABLIZED. CONSERVATION SERVICE FOR RECOMMENDED MATERIALS AND APPLICATION. COMPOST 2*X2*WOODEN STAKES ET-3) CONTRACTOR TO PROTECT DUSTING STRUCTURES & PERSONAL PROPERTY DURING WORK. WHERE STRAW BALE DIKE FILTER SOCK PLACED AT 10'O.C. SILT FENCE POSSIBLE, ROUTE PIPING OUTSIDE OF ROOT ZONES OF MAJOR TREES AND AROUND OTHER FEATURES, AS PRACTICAL AND AS DIRECTED BY OWNER. ET-4) NO CLEARING OR GRUBBING BEYOND THE CLEARING LIMITS LABELED SHALL OCCUR UNLESS DIRECTED DITCH STABILIZATION GUIDELINES BY THE TOWN. 1. (GUIDELINES ARE PROVIDED TO OFFER ALTERNATIVES FOR STABILIZATION, AS FLO'S MIN, NEEDED; ADDITIONAL OR MORE AGGRESSIVE TREATMENTS MAY BE NECESSARY Ap EXISTING DEPENDING ON S[TE CONDITIONS) 147v m.--A SUM VIEW CON70URS DS-I) 0-6%- SEED & MULCH 4%%pFo*I DISTURBED 4� MIN.1 MEDIUM RIP PAP(TV) AREA DS-2) 6-10%: SEED & MULCH W/ TEMPORARY EROSION CONTROL MATTING (EX. NORTH AMERICAN GREEN MODEL: P300 OR APPROVED EQUIVALENT) NON-WOVEN GIECTEXTILE FABRIC NO Iro DS-3) 10-15%: SEED & MULCH W/TEMPORARY OR PERMANENT EROSION CONTROL MATTING DIKE CONSTRUCTED USING CRUSHED 102- (EX. NORTH AMERICAN GREEN MODEL: C350 OR APPROVED EQUIVALENT) ORIGINAL GRADE CRUSHED STONE AND LIGHT NOTES: RIP RAP 101 - DS-4) 15%+: SEED & MULCH W/ PERMANENT EROSION CONTROL MATTING (EX. 1)THIS STRUCTURE IS SUITABLE FOR EROSION CONTROL OF SHEET FLOW DRAINAGE ON MODERATE _lDO_" • OR OTHER APPROVED MEASURES (STONE CHECK DAMS AND/OR RIP RAPPED NORTH AMERICAN GREEN MODEL: P550 OR APPROVED EQUIVALENT) SLOPM OR AS A CHECK DAM SEDIMENT TRW IN A DRAINAGE DTICH:. IF USED AS A CHECK DAM, 2W WOODEN COMPOST FILTER CHANNEL) PROVIDE OVERFLOW CAPAMM. STAKES PLACED SOCK UNDISTURBED SLOPE STABILIZATION GUIDELINES 70 SE 2 OR GREATER FOR FOR PERMANENT EARTH 10' D.C. AREA (GUIDELINES ARE PROVIDED TO OFFER ALTERNATIVES FOR STABILIZATION, AS PLAN VIEW NEEDED; ADDITIONAL OR MORE AGGRESSIVE TREATMENTS MAY BE NECESSARY 3) -r TO BE HEIGHT SHOWN ON PLAN OR EQUAL TO HEIGHT OF ADJOINING.GROUND OR MmMUM DEPENDING ON SITE CONDITIONS) lir HIGH. 1.) COMPOST FILTER SOCKS WILL BE PLACED ON THE CONTOUR WITH BOTH TEMANAL ENDS OF THE SOCK MOM 8 FEET UP SLOPE AT A 45 DEGREE ARGUE 70 PREVENT SS-I) 0-25%: SEED & MULCH 4)SEDIMENT 70 BE REMOVED WHEN 25%OF THE DICE'S FUNCTIONAL VOLUME HAS BEEN LOST. BYPASS FLOW. SS-2) 25-33%: SEED & MULCH W/TEMPORARY EROSION CONTROL MATTING 03-15-18 RE.SUBmrTTEDT0 TOWN OF QUEENSBURY FOR BUILDING PERMIT 5)DIKES 70 BE R040VW AND AREAS STAMM WITH AN APPROPRIATE VEGETATION THAT MATCHES Z) DIAMETERBE FOR USE MQLL BE 12=32'EXCEPT THAT 8'DIAMETER! (EX. NORTH AMERICAN GREEN MODEL: S75BN OR APPROVED EQUIVALENT) 03-08-18 /B\ SUBMITTED TO TOWN OF QUEENSBURY FOR BUILDING PERMIT SURROUNDING AREAS AND MULCHED 70 PREVENT EROSION• SOCKS MAY BE USED FOR RESIDENTIAL LOTS*TO CONTROL AREAS LESS THAN .25 ACRES. SS-3) 33-5= SEED & MULCH W/TEMPORARY OR PERMANENT EROSION CONTROL MATTING ON SLOPES 12-14-17 /A\ SUBMITTED TO TOWN OF QUEENSBURY FOR AREA VARIANCE AND SITE PLAN REVIEW 3.) COMPOST SOCKS SHALL BE ANCHORED IN IE STONE DIKE ARTH WITH 2_X 2.WOODEN STAKES (EX, NORTH AMERICAN GREEN MODEL 51508N OR APPROVED EQUIVALENT) DRIVEN 12*INTO THE SOIL ON To Four CENTERS;ON THE CENTERLINE OF THE SOCK. DATE REV# ISSUED REVISIONS FLOWS) 4) 50-100%: SEED & MULCH W1 PERMANENT EROSION CONTROL MATTING ON "xo ­­—D—A-0-6 (CONTRACM MAY USE THE DETAIL SHOWN ABOVE FOR SEDIMENT CONTROL FOR CONCENTRATED 4.) THE MAXIMUM SLOPE LENGTH ABOVE A COMPOST FILTER SOCK SHALL NOT EXCEED SLOPES =RACM MAY REFER 70 NEW YORK STANDARDS AM SPECIFICATION FOR EROSION AND SEDIMENT CONTROL T14E FOLLOWING LIMITS (EX. NORTH AMERICAN GREEN MODEL: SC15OBN OR APPROVED EQUIVALENT) BOOK'FOR OTHER METHODS OF EROSION AND SEDIMENT CONTROL (CONTACT ENGINEER PRIOR 70 MAKING SUBSTTTUTION%) DIAMETER I SLOPEX 1 2 1 5 1 10 1 20 25 SS-5) 100%+: SEED & MULCH W1 PERMANENT EROSION CONTROL MATTING ON OF Ne EROSION CONTROL PLAN 5 401 33 50 SLOPES 0 '300 200 C)o 1 0 'o 20 8 Y ROCKETS DECK 1112 1 375 65 40 25 (EX. NORTH AMERICAN GREEN MODEL: C125BN OR APPROVED EQUIVALENT) PROPOSEDJOHNN 18 $00 24 m 32 275 5 1 200 170 � 45 (OR OTHER APPROVED STRUCTURAL MEASURES) SIX FLAGS-GREAT ESCAPE LODGE 1 1 00 60 35 US ROUTE 9 1 32 No 425 30 15�275 '50 120 75 50 GLENS FALLS,NEW YORK COMPOST FILTER SOCK RROIT Engineers, PLIC (CONTRACTOR MAY USE ANY OF DETAILS SHOWN ABOVE FOR SEDIMENT CONTROL OF SHEET FLOW ONLY) Ch4l&EnuirownentalEngineeiing (CONTRACTOR MAY REFER TO NEW YORK STANDARDS AND SPECIFICA111014 FOR EROSION NO SEDIMENT CONTROL"MAX BOOK" FOR OTHER METHODS OF EROSION AND SEDIMENT CONTROL H THOMAS JARRETT (CONTACT ENGINEER PRIOR TO MAKING SUBSTITUTIONS) P.E.#57509 12 EAST WASHINGTON STREET GLENS FALLS,N Y COPYRIMITF D,M8 PHONE (518)792-2907 SEDIMENT CONTROL BARRIER(SHEET FLOW) -1 A I .11SIDLRED MARCH 2018 PRO#01-0,54 60 SHEET:9 OF 9 SCALE: N.T.S. \\Ec SHEET RAW BARRIER DEVICE SYMBOL x x x x x x x x x x x x AlERA-DO-6 Doc " ",Fr BA9LSHEE.T 22X,14 PLOTTED/REVISED 'POO PM O-111NI