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CC-000294-2016 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-000294-2016 Date Issued: Tuesday, September 20, 2016 This is to certify that work requested to be done as shown by Permit Number CC-000294-2016 has been completed. Tax Map Number: 288.-1-54 Location: 1433 State Rte 9 Owner: STEWARTS SHOPS CORP. Applicant: STEWART'S SHOPS CORP. This structure may be occupied as a: Canopy Only Refer to structural plans in permit CC-000182-2016 By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance,or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. 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-000294-2416 Tax Map No: 288.-1-54 Permission is hereby granted to: STEWART'S SHOPS CORP. For property located at: 1433 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 TWe of Construction Owner Name: STEWART'S SHOPS CORP. Retail-Mercantile-New S0.00 Owner Address: PO Box 435 Total Value $0.00 Saratoga Springs,NY 12866 Contractor or Builder's Name/Address Electrical Inspection Agency STEWART'S SHOPS CORP. PO Box 435 Saratoga Springs,NY 12866 Plans& Specifications Canopy Only Refer to structural plans in permit CC-000 182-2016 PERMIT FEE PAID -THIS PERMIT EXPIRES: Thursday, June 1, 2017 (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 of bury; edn ay June 1,2016 SIGNED BY: for the Town of Queensbury. Director of Building&Code Enforcement ?RINCIPA]L STRUCTURE' APPLICATION Office use Only Date: 7 C, ( , , r Permit No. : I . Talc Map W �`' � Co - 1-5`i Permit Fee Zone r�.1. Historic? _Yes v`No Ro=c Fee Site Plan# PZ Subdivision Name Lot# Project Location Jq33 RRaurrc L� G sx F _ - Cc Y ODD 2�7(e4 - ZC TOWN Bb.RESOLUTION 86-2013: $850 recreation fee for new dwelling units--single family,duplexes/two-family,multiple family{, J apartments,condominiums,townhouses,and/or manufactured&modular homes,but not mobile homes. This is in addition to the permit fee(s). Primary 4wner(s) , Address Q a«i Phone/Email �.S7`� 5�'►-i ZUl G�c,c-s�-�.II �}S-i-����rssh S. C� Applicant Addressno ]E (9 IE- (i Phone/Email ! N I Contractor I Address Phone/Email BUILDING&CODES Contact Person for Building&Codes Compliance: Phone TYPE OF CONSTRUCTION ✓Check all that apply New Addition Alteration I',floor sf 2nd floor sf Totat sf Height Single Family Two-Family Multi-Family (#of units Townhouse Business Office Retail"Mercautile SITI -D �of Factory-Industrial Attached Garage (1, 2, 3, `l+) Other 4-1-54 -2016 Stewart's s Corp. Town of Queensbury Building&Codes principal Structure Applice 14 ate Route ew Commercial Building If commercial or industrial please indicate name ofbusiness Proposed use of building or addition +�xnve��• Source of Heat(circle one) Gas Oil Propane Solar Othex Fireplace: Complete a separate application for Fuel Burning Appliances&Chimneys Are there structures not shown on plot plan? NO Are there easements on the property`! Site Information: a. Dimensions or acreage of lot 0'-1 Z b. Is this a comer lot? Yes No c. Will the grade be changed as a result of construction Yes No d. Public water or Private well(circle one) blic Private e. Sewer or Private Septic System(circle one) ewer Private Value of all work;to be performed(labor or materials) $ 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 I year expiration date the permit may be,renewed, subject to fees and department approval. I 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: PRINTNAME: _ �Gf�tc, ct� a�� DATE: 712016 SIGNATURE: _ (�,l,.l r�,�t�t �► DATE: For office use only Operating Permit Issued: Yes No Occupancy Type Construction Classification Assembly Occupancy Limit Special Conditions Town of Queensbury Building&Codes Principal Stractare Application Revised January 2016 FIRE MARSHAL'S OFFICE Town of Queensbury 742 say Road, Queensbury, NY 12804 " Horne of Natural Beauty — A Good Place to Live " PLAN REVIEW Cc C) zo zzt Stewart's #458 1433 State Route 9 CC-000182-2016 5/16/2016 Plan review based on submittals: • Upon review of the most recent submittals, for the above project, it would appear that the applicant is requesting review under two different codes; the 2010 NYS codes are referenced for the structure and the 2015 ICC codes are referenced for the fuel island. If we are to review the submittal under the proposed scenario, the following conditions must be met: 1) Separate drawing(s) submitted showing the canopy and fuel dispensing area, outlining all of the requirements for compliance with the 2015 ICC codes. 2) Any changes, modifications or adjustments made to the regulations, prior to the issuance of the code books, will be the responsibility of the owner/ applicant for compliance. 4"�4 .---s :L Michael J Palmer Fire Marshal 742 Bay Road Queensbury NY 12804 firemarshal@queensbury.net Fi r e M a r s h a I's Off f i c e - P h o it e: 518-761-8206 - F a z: 518-745-443 7 firemarslial@qtieensbuiy.net - www, ueensbun .net � i GUIDE SPEGIFIGATIONS - DOUBLE-WALL FRP TANKS FOR FUEL STORAX GENERAL NOTES: \ / A. TANKS STEWART'5 SHOPS CORP. WILL PROVIDE DOUBLE-WALL FIBERGLA55 REINFORCED PLASTIC (FRP) UNDERWRITERS LABORATORIES-LABELED UNDERGROUND 5TORAGE 1. IT IS THE RESPONSIBILITY OF THE INSTALLER AND OPERATOR TO FOLLOW TANKS AS SHOWN ON THE DRAWIN65. THE TANK SIZE, FITTIN65 AND AGGE550RIE5 D 1 I SHALL BE AS SHOWN ON THE DRAWIN65. THE FIBEROLA55 TANKS SHALL BE ALL REQUIREMENTS CONTAINED IN THE INSTALLATION MANUAL FOR 1 MANUFACTURED BY XERXES CORPORATION. FIBERGLA55 UNDERGROUND STORAGE TANKS AND COMPLY WITH ALL G t FEDERAL, STATE AND LOCAL REGULATION5 THAT MAY APPLY TO TANK i LONG FORM IN5TALIATION5 AND OPERATIONS. PART I: GENERAL 2. PRIOR TO EXCAVATION LOCATE AND PROTECT ANY UTILITIES NEAR THE E 1.01 QUALITY ASSURANCE EXCAVATION. A. ACCEPTABLE MANUFACTURER: XERXES CORPORATION 3. ALL TANKS MUST BE LABELED BY THE MANUFACTURER IN ACCORDANCE WITH E E B. 6OVERNIN6 STANDARDS, A5 APPLICABLE: I. UNDERWRITERS LABORATORIES (UL) STANDARD FOR SAFETY 1316, FILE 6NYGRR PART 614.3A. I B B B t � MH clOel FOR STORAGE OF FLAMMABLE LIQUIDS. A UL LABEL SHALL BE - -. �- 1_ -„�s - - - - - - r L^J 4. FIBERGLASS TANKS MUST BE INSTALLED ACCORDING TO THE MANUFACTURES -� - -- - �-�- ATTAGHED TO EACH TANK. INSTRUCTIONS AND NFPA 30 AND 31. 1 B B E B E B 2.NATIONAL FIRE PROTECTION A550CIATION (NFPA) STANDARDS: NFPA 30: FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE 5. IN ACCORDANCE WITH 6NYGRR PART 614.36, ALL NEW TANKS, THEIR SEAMS 1_, NFPA 3OA: AUTOMOTIVE AND MARINE SERVICE STATION CODE AND GONNEGTING FITTINGS MUST BE FACTORY TESTED FOR TIGHTNE55 USING C f ( � I I Q -1 NFPA NFPA 31: INSTALLATION OF OIL-BURNING EQUIPMENT. STANDARD ENGINEERING PRACTICES. ALL TANKS SOLD FOR USE IN NEW GUIDE GUIDE N ua -\ 3. 2015 INTERNATIONAL CODES. YORK STATE MUST BE GUARANTEED BY THE MANUFACTURER TO BE TIGHT. LUG LUG N \\ tY GUIDE (J D I I I w \ 6LUIDE cti 6. ALL FIBER&LA55 REINFORCED PLASTIC UNDERGROUND PETROLEUM p LU6 z �1 PART 11: PRODUCTS 5TORA6E TANKS MUST BE DESIGNED AND MANUFACTURED WITH ONE OF THE 1 O O O tY 2.01 DOUBLE-WALL FIBER&LA55 REINFORCED PLASTIC (FRP) UNDERGROUND FOLLOWING 5TANDARD5: 5TORA6E TANKS (1) UL NO. 1316;OR l _ O A. LOADING CONDITIONS - TANK SHALL MEET THE FOLLOWING DE516N (11) ULG NO. GAN4-5615-M,53 (SEE SECTION 614.1(H) OF THIS PART). CRITERIA: 1. INTERNAL LOAD - TANK SHALL WITHSTAND A 5-P516 AIR-PRE55URE TEST 7. ALL TANKS MANUFACTURED FOR 5TEWART'5 SHOPS CORP. MUST MEET OR Q U- WITH 5:1 SAFETY FACTOR. CONTRACTOR SHALL INDIVIDUALLY TEST EXCEED 6NYGRR PART 614 STANDARDS. TANKS FOR LEAKAGE PRIOR TO INSTALLATION. MAXIMUM TEST PRESSURE 15 5 PSIG. 8. NEW TANK MONITORING SHALL CONFORM TO THE 6NYGRR 6145 STANDARDS. I 2 3 4 5 6 7 8 Cl 10 II 12 13 I 2 3 4 5 6 8 Q 10 II 12 13 2.VACUUM TEST - TO VERIFY STRUCTURAL INTEGRITY, EVERY STANDARD 10'-DIAMETER TANK AND SMALLER SHALL BE VACUUM TESTED BY THE a. BAGKFILL FOR THE TANK EXCAVATION SHALL BE 31e 1" WASHED PEA5TONE ------- - - - - - -- - - - A Y TANK MANUFACTURER. ALL BACKFILL MUST BE I " OR APPROVED EQUAL B AN _ _ , II 111 MANUFACTURER AT THE FACTORY TO 11.5 OF MERCURY. 1 11 I " 1-5 1/4 2'-0 1/4 �-� 14 3/4 (TYP) 3.SURFACE LOADS - TANK SHALL WITHSTAND SURFACE H-20 AXLE LOADS FREE O ICE, SNOW, AND DEBRIS. F I4-+- 1-II 1/4 F I-4 3/4 (TYP) I"'� WHEN PROPERLY INSTALLED AGGORDING TO MANUFAGTURERS CURRENT 10. EQUIPMENT TO LIFT THE TANK SHALL BE OF ADEQUATE 51ZE TO LIFT AND 4 4 INSTALLATION MANUAL AND OPERATING GUIDELINES. LOWER THE TANK WITHOUT DRA6GIN6 AND DROPPING TO ENSURE NO �� I���_�� �C_ 12' I _- 4.EXTERNAL HYDR05TATIC PRE55URE - TANK SHALL BE CAPABLE OF DAMAGE TO THE TANK OR THE COATING. TANKS SHALL BE CAREFULLY _� 16' I6' _ BEING BURIED IN GROUND WITH 7' OF OVERBURDEN OVER THE TOP OF LIFTED AND LOWERED BY USE OF GABLES OR CHAINS OF ADEQUATE LENGTH ��`__ 1 11 1 11 Z-1 14 l II THE TANK, THE HOLE FULLY FLOODED AND A SAFETY FACTOR OF 5:1 3'-8 3/8"_ _ . 5'-7" 2'-q 1/2 -4--3-4 2- 1 1/2 -+--4-2 1/4 ( NOT GREATER THAN 30 DEOREE5 OR DE516N PARAMETERS OF THE CRANE l AGAINST GENERAL BUCKLING. SPECIFICATIONS) ATTACHED TO THE LIFTING LUGS PROVIDED. A SPREADER 5'-8 I/8" _ = 5'-7 I/2" - = 7'-7 1/4" -- - 6'-Il 3/4" =- --'--*� I'-7 I/2" 5. TANK SHALL SUPPORT BMER51BLE EQUIPMENT - SUCH A5 HEATING BAR SHOULD BE USED WHERE NECESSARY. UNDER NO CIRCUMSTANCES '. 271-5 3/`1'11 _ COILS, DROP TUBES, SUBMERSIBLE PUMPS AND LADDERS - WHEN SHOULD CHAINS OR SLINGS, UNDER THE TANK SHELL, BE USED TO MOVE - 30'-211 = INSTALLED AGCORDIN6 TO TANK MANUFAGTURER'5 CURRENT TANKS.` INSTALLATION MANUAL AND OPERATING GUIDELINE5. I ITEM DESCRIPTION B. PRODUCT STORAGE Il. TANK HOLES MUST BE DEEP ENOUGH TO FOR ALLOW A MINIMUM OF 12" AND A I ® l8'IDIA HYDROSTATIC MONITORING RESERVOIR WITH 411NPT FITTING I I ITEM DESCRIPTION 1. TANK SPEGIFICALL BE Y UP TO ILE OF 5TORIN6 PETROLEUM PRODUCTS WITH MAXIMUM OF 566" OF REQUIRED BACKFILL BED OVER THE HOLE BOTTOM OR I © 4"NPT SERVICE FITTING WITH STRIKER PLATE I ® 18"DIA HYDR05TATIC MONITORING RESERVOIR WITH 411NPT FITTING 2.TANK SHALL BE VENTED TO ATMOSPHERIC PRESSURE. ? B 4 NPT SERVICE FITTING WITH STRIKER PLATE ' © 22'DIA MANWAY WITi� 3-4 NPT FITTINGS"IN COVER STRIKER PLATES ( O 22 DIA MANWAY WITH 4-4 NPT FITTINGS IN COVER 8 STRIKER PLATES 3. TANK SHALL BE CAPABLE OF STORING PRODUCTS IDENTIFIED IN THE 12. EBW MODEL FILL PORTS ARE TO BE COLOR CODED IN ACCORDANCE WITH O 4-4" NPT CURRENT STANDARD LIMITED WARRANTY. 6NYGRR PART 613.35 AND PLACARD TO BE INSTALLED IN LOCATION ( 0 42 DIA 5W CONTAINMENT COLLAR # 36 HIGH 5W SUMP WITH 30 DIA LEVER LOCK WATERTIGHT TOP G. MATERIALS VISIBLE-,TO FILLS. I O LIFTING LUG (10" x 1011 HD) 0 42"DIA 5W CONTAINMENT COLLAR 4 36"HICH SW SUMP WITH 30"DIA LEVER LOCK WATERTIGHT TOP I. TANK SHALL BE MANUFACTURED WITH 100% RE51N AND GLASS-FIBOR REINFORCEMENT. NO SAND FILLERS. B. PIPING OF 12' PREFABRICATED_CONCRETE DEADMEN O LIFTING LUG D. TANK DIMENSIONS (REFER TO XERXES LITERATURE ON 6ALLONAGE) 1. ALL MATERIAL, WORKMANSHIP, AND INSTALLATION PRACTICES SHALL BE IN Ixl HOLD DOWN STRAP LOCATION I O I6' PREFABRICATED CONCRETE DEADMEN 1. TANK SHALL HAVE NOMINAL CAPACITY OF L5L400/10,500 GALLONdl, ACCORDANCE WITH NFPA 30, NFPA 30A, 6NYGRR PART 614.4, AND OTHER D4 HOLD DOWN STRAP LOCATION RY 2. MATERIALS ALLON. TANK DETAIL O GALLON TANK DETAIL E. INTERSTITIAL2. TAN LL HAVE NOMINAL OUTSIDE DIAMETER OF IO'-5 12 , APPLICABLE CODES. I 15,0010 '� I. TANK SHALL HAVE A SPACE BETWEEN THE PRIMARY AND 5EGONDA A. ART XP-175-SG I-3/4" DOUBLE WALLED FLEXIBLE PIPE W/4" DUGTINe. G-I SCALE:I/4 -i-O OF LEAKED 1 5GALE:1/411=1'- " 2 i' I T I WALLS TO ALLOW FOR THE FREE FLOW AND CONTAINMENTGR055 REFERENGB:tONE G-I �� PRODUCT FROM THE PRIMARY TANK. THE SPACE ALSO ALLOWS THE B. TRENCH BAGKFILL MATERIAL SHALL BE 3/8 WASHED PEA5TONE OR INSERTION OF A MONITORING DEVICE THROUGH A MONITORING FITTING. ABOE• j FILE C0 � GR055 REFERENGETIONE TOOF QUE21 ' R 2.02 ACCESSORIES 3. ALL PIPING TO BE PRESSURE TESTED PRIOR TO BAGKFILLIN6. _ BUILDING & ,0 TQN1N OF QUFENSBURY A. OPTIONAL ANCHOR STRAPS A. ALL PRODUCT LINES SHALL BE TESTED FROM UNION TO DISPENSER BUILDING DE!'ARTMENT Reviewed B, : I. STRAPS SHALL BE FRP ANCHOR STRAPS AS SUPPLIED BY TANK SHEAR VALVE. our limited examination, mination,compliance . ,; ,sed a a Ba. n to e a with our comments shall not be construed as Date: A. . 2. NUMBER AND LOCATION OF STRAPS SHALL BE SPECIFIED IN CURRENT 4. ELECTRONIC LEAK DETECTION ON ALL STP'S. (ICON LS-300 OR MED 550 �.�;.; indicating the plans and s�scifications are in _ LITERATURE BY TANK MANUFACTURER. WITH LS 'CARD) with the Milding Cod f B. 'i�i�t�wYS t" full compliance w' d'ng es o New York State. t. `ALL MANWAYS SHALL BE FLANGED AND 22" I.D., GOMPLETE WITH, 5. WATER AND/OR ETHANOL ALERT FILTERS ARE TO BE INSTALLED ON ALL UL-LISTED GA5KET5, BOLT5 AND COVERS. (30" AND 36" I.D. MANWAY5 015PEN5ER5. _ ARE ALSO AVAILABLE ON CERTAIN LARGER TANKS.) , 6. CALIBRATE AND SEAL METERS TO LOCAL REGULATIONS. - 2.LOCATION 15 SHOWN ON TANK DRAWINGS. - ; 3. OPTIONAL MANWAY EXTENSIONS SHALL BE FRP AND 24" LONG. 4� SUBMERSIBLE MANHOLE -- " -IS" FILL MANHOLE G. OPTIONAL FILL TUBES I. FILL TUBES SHALL BE FRP, 41'-DIAMETER, WITH A 6" X 4" DOUBLE-TAPPED -I a,, VAPOR RECOVERY MANHOLE REDUCER BU5HIN6, AND INCLUDE A 6" NPT FITTING. TUBES SHALL O I -14" PROBE MANHOLE TERMINATE A MINIMUM OF 4 FROM THE BOTTOM OF TANK (A MINIMUM OF = 11 - - 6" FORA 121-DIAMETER TANK)(OPW EVR DROP TUBE 7150 WITH DIFFUSER). r--14" INTERSTITIAL SENSOR MANHOLE _HOVEN CEOTEXTILE - #4 REBAR 3'x3'0.6. 8" CONCRETE PAD (4,500 P51) D. GAUGE PLATES FABRIC TO EXTEND 1211 I. GAUGE PLATES SHALL BE INSTALLED UNDER EACH SERVICE FITTING AND I [�IIX611 10/10 WWM SEE GRADING PLAN FOR . UNDER ON ALL 51 MANWAY OPENING. l GRADES 811. PAD DES E. OPTIONAL HEATING COILS ---..-_..... . ..... .. _.._-. _ 3 I. OPTIONAL HEATING COILS SHALL BE INSTALLED IN A SEPARATE 2¢" r MANWAY AND SHALL BE AS SUPPLIED BY TANK MANUFACTURER. F. OPTIONAL LADDERS \ - 1. LADDERS SHALL BE THE STANDARD LADDER AS SUPPLIED BY TANK I b. MANUFACTURER (ALUMINUM, GARBON STEEL OR FIBEROLA55). z G. NPT THREADED FITTINGS ( O -+--a" CONCRETE PAD (4,500 P51) - 1 r I. ALL STANDARD THREADED FITTIN65 SHALL BE HALF-COUPLINGS AND SEE GRADING PLAN FOR I SHALL BE 4"- OR 6"- DIAMETER. REDUCERS ARE TO BE USED FOR GRADES ' 11 II - SMALLER SIZES WHERE SHOWN AND PROVIDED BY CONTRACTOR. `1 _ - 2.STRENGTH - NPT FITTINGS SHALL WITH5TAND A MINIMUM OF 150 FOOT-POUNDS OF TORQUE AND 1,000 FOOT-POUNDS OF BENDING, BOTH _ 2411 ` MIN. WITH A 2:1 SAFETY FACTOR. \ � " z H. MONITOR FITTINGS CONSTRUCTION JOINT 1 111 1 ? a "' .4 10,500 GAL. I I 1. EACH MONITOR FITTING SHALL CONSIST OF A 4" NPT FITTING ON THE - = TANK. TANKS WITH A HYDROSTATIC MONITORING SYSTEM DO NOT HAVE MSN' FUEL 10'-6"DIA. O r § STO6E i 15,000 GAL. rV A MONITOR FITTING. FUEL I k i STORAGE PART III: TESTfNe AND INSTALLATION _-+ a TANK 3.01 TE5TING TURNBUCKLE (TYP) A. TANK SHALL BE TESTED ACGORDIN5 TO THE XERXES INSTALLATION MANUAL AND OPERATING GUIDELINES FOR SINGLE-WALL AND DOUBLE-WALL FIBEROLA55 UNDERGROUND 5TORA&E TANKS IN EFFECT AT TIME OF INSTALLATION. 3.02 INSTALLATION A. TANK SHALL BE INSTALLED ACCORDING TO THE XERXES INSTALLATION K Ic I I s MANUAL AND OPERATING GUIDELINES FOR SINGLE-WALL AND DOUBLE-WALL { A FIBERGLA55 UNDERGROUND STORAGE TANKS IN EFFECT AT TIME OF INSTALLATION. r B. CONTRACTOR SHALL BE TRAINED BY THE TANK MANUFACTURER, THE STATE CONCRETE # BAGKFILL MATERIAL TO BE 3/8" Ll'-O" MIN. OR OTHER APPROVED AGENCY. .. WASHED PEA5TONE OR I O i = 24-0 DREG BMEN AS. REQUIRED Y TANK #a p APPROVED EQUAL BY TANK 261-0 II - ;• MANUFACTURER � ,, 4, �: Tfi�NK 1 Old DET1�I L Gfi�®55-SGT TANK DETA-I - _E:I/4 It-oil G d : } GRo55 REFERENCETIONE ~� 6 288.-1-54 CC-000294-2016 GR055 REFERENGH*IONE , tp Stewart's Shop Corp. u 1433 State Route 9 r i i - MAY 2"� X016 Y Canopy Only(plans in CC-000182-2016) - 5TOZ RAI-E..A_CB E IATION 8 NO. LK OOi�2 OUTLETS LOOK - 45P ` r UNDERGROUND FUEL STOR/�OE TANKS � - ILL RELATED ITEMS SHALL CONFORM t � � r = SITE LOGAriOi1 NZY 1455 U5 ROUTE Ci = LAKE OFORO NY 128>45 WITH THE 2015 IGG GODES ' D%TE NO. REVISIONS DRAWN BY: GP NOTE: 5/26/16 I REFERENCE 1O 2015 ICG CODES ��✓VV��W WV 5GALE: AS SHOWN s OAS TANK I$ PUMP INSTALLER SHALL C.�ONTAGT ' ;.� �Fr�� ����`��� � � DATE: 2/Z 4/16 THE EIRE MARSHAL'S OEE I GE AT -761-l5_205 FOR � + NSPEG,TIONS PRIOR TO INSTALLATION � P.O. B0X 435 'DRAwINC� No. 5ARATO6A SPRIN65, NY 12866 -1 c ' . (518)581-1200 FAX (518)581-120a� + � TEL. r ALTERATIONS TO THI5 DOCUMENT DY OTHER THAN AN TITLE: AUTHORIZED LICENSED PROFESSIONAL ENGINEER 15 ILLEGAL AND A VIOLATION OF THE NEW YORK STATE TANK INSTALLATION DETj ( S EDUCATION LAW 14U-4210 42 COMPOSITE MANWAY COVER CONCRETE WATERTIGHT GOVER TANK PAD � d d.. ° T/ .'-�/ d% 9 \i d\/ Y \/' �`.° d a\/a \ 12 GAUGE THHN GREEN I 42" COMPOSITE MANHOLE TRACER WIRE LOOP FLEXING 140-4210 _ INSTALLED W/PIPING ' T5-L5500 EVO —FIELD APPLIED AUTOLEARN ADHESIVE REB-G-R-0075 i,, RIGID BLEAK DETECTOR CONDUIT ENTRY BOOT APT MODEL - RDEB-175-50 —42" COLLAR RISER EBW MODEL - 662-501-1103 EBW MODEL - 662-501-1103 RIGID DUCTED ENTRY BOOT - CURVED BY TANK EMERGENCY SHUT-OFF VALVE EMERGENCY SHUT-OFF VALVE MANUFACTURE W/DOUBLE POPPET MALE W/DOUBLE POPPET MALE I DGT-400 REB-G-R-0075 JRIGID 4" RETRACTABLE CONDUIT ENTRY BOOT APT MODELT20-01 - SBK-25 APT MODEL - 5BK-25 DUCTING 4" TOP SEAL LLIAP STABILIZER BAR KIT STABILIZER BAR KIT - p (1) PER PRODUCT OR VAPOR LINE (1) PER PRODUCT OR VAPOR LINE CONCRETE ISLAND CONCRETE ISLAND 4 CONCRETE 18" FRG MANWAY COVER TANK PAD ISLAND FORM: 12 6AU6E;304 15LAND FORM: 12 GAUGE 304 n FIELD APPLIED STAINLESS STEEL SURROUND WITH �� ' j� STAINLESS STEEL SURROUND WITH ° " d (C . #4 BRUSH FINISH. 6" RADIUS AT d #4 BRU5H FINISH. 6" RADIUS AT ADHESIVE \r < - CONCRETE PAD 'd : „ I • CONCRETE PAD I �. d d < .< d, / d ; d R5. 13 IN HEIGHT 1 a d CORNERS. 13 IN HEIGHT e d e GORNE COLLAR BONDED • • ;. d , ' • e o I e. - TO .. < a. STEEL MANWAY . a•. a ° ' e. XP SERI TEE �d 6 XP 175-SG � TANK d ... ; d ® - •a -' a dIpla' ° d. ei CONTAINEDPIPE / II Ip ES �� 'E ': ;: 7�a ..:. dF }� > d a s :\ 615ALP-1020EVR eI INGON MODEL - TSP-ULS 5WIVEL FILL PIPE ADAPTOR e . . 1. . , ° a I I I i o I APT MODEL - XP-175-5G LIQUID SENSOR APT MODEL - XP-175-5G UNDERGROUND XP SERIES SECONDARILY XP SERIES SECONDARILY ,_,�. STORAGE TANK APT MODEL - 3c114-3x14-36-W -." CONTAINED PIPE APT MODEL - LMM-31114-36-W — CONTAINED PIPE 5TB-175— I — 715-4112-02 OR MEDIUM CONDUIT-LESS - MEDIUM CONDUIT-LESS —► SECONDARY TEST BODT 915 DISPENSER SUMP DISPENSER SUMP SPILL LCONTAINER (NO E a M5-XP-1-15-200— DRAIN) MALE SWIVEL FITTING FE PETRO 5UBMER51 BLE PUMP FILL PIPE APT - PGT-400 STP-075-VL2-12 - 3/4HP VARIABLE LENGTH - KERO / APT MODEL - DGT-400 4" RETRACTABLE DUCTING 5TP-150-VL2-12 - 1.5HP VARIABLE LENGTH - 3 OR LE55 P-175--� 4" RETRACTABLE DUGTING TEE-XP-175 -ter ELB X I ISTM UNDERGROUND I � BARBED ELBOW FITTING APT MODEL - RDEB-175-SG ISTM-2-12 - 2HP VARIABLE LENGTH - 4 DISP I " BARBED ELBOW FITTING APT MODEL - RDEB475-50 RIGID DUCTED ENTRY BOOT } 5TORA6E TANK MS-XP-175-200 RIENTRY FOR TANBMOPOT (2) MS-XP-115TH-4-12 - 4HP VARIABLE LENGTH - OVER 4 DISP. ( 75-200 (CURVED FOR TANK SUMP) MALE SWIVEL PITTING MALE 5WIVEL FITTING ; mw / \ STB-175 , 5TB-175 SECONDARY TEST BOOT SECONDARY TEST BOOT I - 3 5Uf3M-RS I f3LE PUMP / MANHOLE DETA I L 4 TANK FILL DETA I L G-2 GR0551 REF RENGB>tONE GRO55 REFERENGLi LONE GLAM5H'--__LL ELBOW A55EMBLY Y 2 GLAtMSHEL T�� A�55�ML -2 50ALEW'=P-O . GRO55 REFERENCENONE GRO55 REFERENGH�lONE i I _ - -« �.-.,:... HUSKY—� PRESSURE - VACUUM q 4 j - 'VENT <.I' D IS" MANWAY ASSEMBLY VAPOR RECOVERY GAP 2" DIA. ' 304-200-0I COVERY SWIVEL ADAPTOR STEEL VENT 4" VAPOR RECOVERY GAP T550 E,IO _ _ ® 5 GALLON SPILL CONTAINER PIPE SENTINAL ------ I CONCRETE 15" FRG MANWAY COVER . CONSOLE `. j TANK PAD i } it IS" MANWAY A55EMBLY S14-302-0I 14 MONITORING � - j TEST WELL MANWAY I + TOP SEAL FILL CAP m INCON MODEL - T5P-K4A PROBE /: ,-�—► 's d d 3 i SWIVEL FILL PIPE ADAPTOR INSTALL KIT 15 GALLON SPILL CONTAINER ' „ s IS" STEEL MANWAY 814-302-01 t4 MONITORING - - � TEST WELL MANWAY ss 4 t I EMERGENCY 42" MANWAY ASSEMBLY h SHUT-OFF VALVE ! 5 6ALLON BELOW 61V5A-1020-EVR ^ SENSOR GAP 4 VAPOR SWIVEL ADAPTOR (NO DRAIN) GRADE SPILL ELECTRONIC LEAK DETECTOR CONTAINER. :I i (NO DRAIN) i 4 v C'. .st DISPENSER SUMP 42" WATERTIGHT i COLLAR RISER �)' - - APT MODEL - =` l _ XP SERIES 2 DIA. ELBOW FITTING XP-200-0 SW►VEL FITTING TSP LL3-(SIZE) VENT PIPE STEEL VENT J I�r SECONDARY TEST BOOT Y I INGON PROBE (� � a PIPE _< Y h 42" ATTACHED COLLAR _ ' } � __— 1 �� DUCTED ENTRY BOOT ��- SLOPE TO TANK UNDER6ROUND 4" RETRACTABLE DUCTING INGON MODEL - M5-XP-200-200 STORAGE TANK DOUBLE WALL PRODUCT �— TSP-ULS EBW DEFENDER SERIES INGON MODEL - TSP-HIS MALE SWIVEL FITTING SUPPLY PIPING LIQUID 5EN50R _ OVERFILL PREVENTION (XL) HYDROSTATIC VALVE INTERSTITIAL BRINE -7085L11c1O1 - V DIAMETER SENSOR a -7085QIg02 - 10' DIAMETER UO-2 1rA POR I�GOVERY DETAILq �SGALE:I"=1'-O" ry OR055 REFERENCtNONE -T " 5UBMER51P! E PUMP VENT PIPE FROM PRODUCT FLOAT ' OTHER TANKS TSP-IGFP4 (PHASE SEPARATION) b iI • TSP-IDF4 (DIESEL) DOUBLE WALL- •- 330-400-01— T5P-IDF403 (KERO DENSITY FLOAT KIT I 4k. FIBEROLAS5 STORAGE EXTRACTOR TANK VENT VALVE a FIBEROLA55 HOLD DOWN STRAP ' 5TORE tWIE,Aa3PEYIATION 8 NO, HMRNBUGKLE ASSEMBLY L i� OUTLETS B - 8 KE O EO CGS OUT LOOB 4 h - MORRISON BROTHER - k MODEL - 1 5311TO-0400AD 5tr ocanoN ! X A T q - LAKE OEOROE, NY 12845 4" OPEN TELE5GOPIG I: � 1��� U� ROUTE DIFFUSER WATER FLOAT hr?' � � t + + 1 1 , NO REVISIONS DRAWN BY ,� Y _.. i .. _ <. � . Nom•. SCALE: f�5 SHOWN �< . ° . ,. - .. - - �:� '. .� �'`. .'. . . . °° .. , .. • _ . .� .�" "3 DATE: 2/24/16 PRECAST DEADMEN �b • F �DRAWIN6 NO. P.O. BOX 455 a 5ARATCOA 5PR N65, NY 12866 5 TYPIGA�L ILLU5TIAT11/E APPLICATION DETAIL �-2 s + TEL.-i(50)5a FAX(518)581-12011 r � t G-2 5GALE:3/8"=I'-O" GROSS REFERENGENONE ALTERATIONS TO THI5 DOCUMENT BY OTHER THAN AN TITLE: T AUTHORIZED LICENSED PROFESSIONAL ENGINEER IS T T J` f\IK INSTALLATION DE 1 A I L_S ILLEGAL AND A VIOLATION OF THE NEW YORK STATE TAf\{ 1/ EDUCATION LAW x' t 1 1 t 1 1 FASCIA INSTALLATION: ERECTOR NOTE:ALL BOLTS ARE 314"!?3 I SEE PANEL LAYOUT IN MATERIAL LIST. I SEE GRAPHICS LAYOUT IF APPLICABLE. i I 1 WHITE ACM FASCIA t FASCIA BRACES @ 48"O!C I EXTERNAL DRAINS V-2" PURLIN HEIGHT 1'2" FOOTER SUBSET ALL COLUMNS 14'-6" CLEARANCE HEIGHT TO DRAIN +0'-6" DECK&GUTTER DEPTH 14'-611 1 Ox10x1/4" -------- 17'-4" FOOTER TO MAINBEAM HEIGHT 0'-3" TOP&BOTTOM PLATE THICKNESS f 17-1" COLUMN CUT LENGTH 7 TOP OF DRIVE CONCR. FTRS. 1 -2 '_ _ __` ' _ _ _ 1 f_ -.I I (INSTALLED BY OTHERS) 1 ( 1 I ! I I I I ! t I l 1 SIDE ELEVATION TANKS GALVANIZED STEEL PERIMETER GUTTER GALVANIZED STEEL FLAT IN PRE-FINISHED GL WHITE-SMOOTH CROSS DRAIN PRE-FINISHED CORNERS &SEAMS TO BE CAULKED GL WHITE-SMOOTH WATER-TIGHT C? csT WIDTH=6" FL1=19'-2" `�! WIDTH= 6" I a o DEPTH= 3" �;' _ _ ZYi DEPTH = 3'" 1 LJ i t • . i i � L�. .. I I .---- : : t 2'-10 " 6'-01, I P1 1( I I I P2 1 1 ;_ / 1„ 1 Irl C2 p P a C4� i :° 10-82 F 7'-6" ��� - M1 i i 'tee_ M1 1 M1 I i 1 END GTR: 1@ 20'-6" 15.' 28'_115„ 20'-0" 8'-0" P1 28'-116 Iii 16 ! III -•'"�.ti 1 I -_ P2 5.82, - �1 I ....�......-..._,_.-._....��_ III _�..._ ..,�...._._.�.....- -_------ I i I "•..--• t III Ifl ,II I P1 Cl c30 Imo- P - I C5 I�' '�_ __ _ _ 29- 2'- { II II II 2'-10 ,t 0„ 8 OVERFLOW SCUPPERS-// SIDE GTR: 3 u124'-10" i - LOCATE AS SHOWN t GALVANIZED STEEL DECK PANELS 27'-0" 27'-U' g'-5" IN PRE-FINISHED GL WHITE-SMOOTH PANELS START AND END (,.. = RLIN ENDS W IDTt-I 16" `r 2'-10" DEPTH= 3'1 GAGE =20 ` QTY. REQ. '=54 LENGTH= 19'-2" CANOPY PLAN VIEW � PURLINS ARE <2x2x.188 SAGS(SEE DETAIL) W14X22 U.N.O. ' PURLiN SPLICE MAIN BEAMS ARE f, 4 r . �---1 W14X22�'U.N.O. PURLiN KEY PURL.IN ROLLOVER (SEE DETAIL) 20'10 NEW YORK STATE BUILDING CODE CODE SPECIFICATIONS ERECTOR NOTES CERTIFIED T[ BY QIMENSION .•_,16".-. iJ�R 1 1���D 1"..� 1 FROM 4ENTI-R T 2U tU NEW YORK STATE F3lA1S.YrA3 CC10E &ALL LEVELING Nu TSANU FLUTING ELEVATIONSMUSr BEClECKED)44THA OF A18s. - -" - 1603.1,1 FLOOR LIVELOAD NIA 1603.1.5 EARTHQUAKE DESIGN DATA TRANSIT.VERIFY ALL FOOIINO BOLT f-ENTERS. 160:1.1.2 ROOF LIVE LOAD:i'D PSF ASCEISEI 7.05 B.CHECKALL STEEL FOR PLUMB,SQUARE"ANDLEVELAFi'E.R ITISEREOTEO. ` - - 1603.1.3ROOPSNOW LOAD Sds=0.301 - - - (:AU.ASTM A32J AND A413U BOLTS SHALL BE INSTALLED PER THERCSC SPP.B RICATION "'�"'•�� REV, QCSCRIPTIOt! - - -- I - PJ=60 PSF Shc=0.127 AfSC STEEL CONSTRUCTION MANUAL.TMRIEECTTHEDITKJN for Strw1und Join18 (king ASTM A3.25 or A490 IkUs. (Jww 30, 2004) < 1 a� DATE BY Pt=WA PSF SITE CLASS=D ? cwdgiiwd in Part 1$, SPECIFICATIONS AND CODES q[t;ha "SC Steal 7�+ f \ Ce=1.B SEISMIC-RESIaflt*SYSfbvi Camutrudiun Manual, 18th /sditiaiz, ( b 1 0 1 8 R ERECTOR O CONSTR -❑ STEEL fl JOB FILE I=1.0 INVERTED PENDLA"UM- AISC SPECIFICATION FOR THE DESIGN,FABPoCATIONANO[3{�CTICNf OF - f STRVCTURAL STEEL FOR B4TLt:INK�$('335$JSt) D.CHECKLEVELNESS of eorTOM OF PUFUW'd1ATHATRANSI r. I ___4 - Ct=12 JV'U1LYSIS PROCEDURE � 16" �-_• -- � -- E.ALL BRACING FOR BEAMS AND PURLINS IS TO BE KE.LIXPJ INE BEFORE _ --1 - - i60VC3SECOUSJAD. EQUIVALENfLATETtAI FORCE l V 3 SEC GUS I :� MFH t}E<:K PANELS ARE tH 7ALLED. ( ) ' -- CCY•IST RUCTIONTYPE:TYPE IlB NSC CgAE OF STANDARD PRACTICE FOR BU[LCtiNOs hrO BwOGCS(zar�EpTION) 1=1,0 USE GROUP:MERCAKHLE-GROUP td - F.FIELD PRIME ALL STRUCTURAL STEEL CON'&CRONSAND SPLICES AFTEREXPOSURE-'O BASE SHEAR=0.114 HP(COLUfAY'I AISI SPECIFICATIONS FOR THE DESIGN C FOOLOFOILAED STEEL SYRSIClUFLAL STEEL.IS ERECTED, Y11r I 'rT l GCPi-0.00 MEMBERS IS 1(0-2007) G.WASHERS ARE REQUI14EUUNALL BOL'TEUCONNLCTIONS T1(grRJq'tV1DWLtiF ft$141LL - _4f� {7 f) a - - BE PLACED AT THE TOP OF CONNECTION(NUT SITE IF BOLT RUNS HORIZONITALLY} - - - - AVvS 07.1.2004 u DfiU(.`TI.TiAl Y1ELL'ICKf 7X)DE A WASHER IS REQUIRED FOR ALL BOLTED CGNNECTIONS AT SLOT LOCATIONS(LtLE:,`i GENERAL NOTES NOTED 0THE11"SE). + 20,0 PLUfAHIrF'DOGE ffEWYCRK STATE ®- :R - 1L OU NOT UI:VIATEFROM PLANS Yr1ThICiVi PR{Oft TFC G1{'X1PV r.00I.SF.Nf. L EX.)NOT SGlILEDR,"Wl'sGS (� - �� 3'. TFC CANOPY MATERIAL SPEC. FOOTER NOTES i -NE14�' It.ALL CONSTRUCTION SHALL CONFORM rOAPPUCABLESTATEAND LCCAI CODES _ �,~ `f ,� ;•�,L` +ti - _ -.1107 N. TAYLOR RD. III.ALL WELDING VNLESSSPECIFICALLY NOTED5IWLL BEPERF-ORMEDINTHE - - I.CONCRETE BASE BY GErI:FL'ILL COtCTRAOTOCt a 4 T 1 f f.\A ��ic�' uf' - GARRETT, IN 46738 COMPANY SHOP BEFORE SHIPMENT.ALL'A£LDS SkOIL BE'FIAL'VvELDS, TIDY-RCLLED S(RUCDlH2rd.' !tV'JZ 2.SEE FOOTER DE7P.iL f4ft RF4lNRE0 REEAF2 SPELIFICATIOrJS. ,�i - a - - A MltilfdUhl GF Ifo-SIZE AND PERFORfAmBY CFJZTIFIEDYIELCETiS. .1 - l TOP OF DRIVE �"` P 1, - -:'' PH. (260)367-6665 FAX.(260)357-"6533 - UNLESSNOTEDOTIILf Mme, STRUCTURAL TUBE- - A.5WONALEU 3.BASEPLATE TO BEAR ON LEVELING NUTS ANDWOSI-EFtc,..TOCRFATEAMINIMIAi iIi �rP 6• - . I I1WOROUf POCKET. QCNERAL C'ONIRACDORMUST FILL UNEXTi ti-C BASEPLATE 1 I �_ ,.L,(�t-:j ; t PLATE -/a529 ViI FHANON-SFIRINKG1tOUT TENT MEETS TmemFORMANCERECU{REMENT$OF 1'- u r 1's'•�' {�'•;:3V \:/y i �• � Lr ASTM C 1107 ANO CRD-0021 SPEC FICATIONS FOR rJOtI-SHRiW GROUT, MIXING �U'° { �'•; 1`-i 1"•J y _ -COLD A1031 CiVtUEA(FY=SS k=+y) - '`yj;S, %°P,'•• ';�•'{ OB �.V � :4 AND PLACING OF CROUP SHALL BE IN ACCORQM K:E IMTli MANtLFAL;ftA2EtYS .. .1 ,'c J Y c. 't :.:.t 1 -,+) SPED F1CAitONS. + 'S' •� ''! - - _. - F, - DECKPAt,FLS- A653(FY=50 KSI) [a' L{ ., `«Iib _ 'y0 f ( - - - . 4.1174'S�x 2WI.O.F155i OIVTE55 ANCHORBOLTSNi HEAVY HEXNRIT'AN910' - r-T" -•`T--. -T- '},(• (�7J YARDS- AVW101.I E70XX ELECTRODE 7; - THREADEDPROJECfION WITH DOUBLE NUTS FOR PLLMAB:CK3 AND LEVELING I { ! 1 -- I : < r .4 KC+t STRENGTH BOLTS- A3225N - - 5. I t I l 1 / '�J' �sgs . . /� _ - ALLOY'lA 3b`t'MARE OPENING IN VtIVE AT COLUMNS FOR y'-'r• L I 1 ( L -•'''tiy Q�'- tti�'" \\ QUOTE # N/A �I.;" " '.:.,I 'txPRINT # N/!"1 INSTALLATION OF ANCI iOR BOLT NUTS.OPENING TO BE FILLED I I I I I •;�., S S I0` rasr�Rs• F430 t I vATH CONI REre Al fft LrrECY c�rL - r- S.eLEcrrarALnc:cE�HLPECIrY.s(4'ff1IOLE)W1rH5x5-COVEri I i i i i 2* PLHYELOCAK(EDAAPfiOXI1AATFLY4-ABOVE'TOPOI-MIVE, 1 - 201 O'It " 721 1011 - BOLTNOTES: 7.BASEPLATESARC 20k<D-x 3F,-TLtKGR.xOu ..V+((•i)-,1>='C� k - - _ /. ` ' -- 6 Cols. - - (FIAkIOLESON 16'x Rr CEWERS W.U. Tt' ...5 A7.1321 and MSR bohedcv:m,coca;macltedwhh c'Jr de uacmron(5T)aF Ube m«dkda;SNfA77'Uf(Ie"LrED �^�---- --�I I - JOIM•Ja,dcfncdus,c[iva%.SaD,he.i L';.Y::Accyrutmnbi:Trcf.rulJar,7tfL:�ngA37AfAJlJcrrlPubSu:lz.f'u - EPLATE IwsAs-D�f,nLEr-oR>:LeCiRIcALAat :�:;. 66�� I I i I I - LOCATION: 1433 U.S. Route 9 (Stewarts Shop#458) -. IQ 20Acwuacd is PuJ7b.vX1F&.Ar,0MAND CODEX of thr ACC STEEL CO:STRUCTtS)t7AMNViR, D.UNLESS 01 HERA1SE NU fEU,TOPS OF FOO PERS muST BE HELD 3@ 'S A ' - - (f(LRIEEN71(ED!lAtl. COV LEVEL AND ON THE SAME PWIE I I I I ! - - Lake Ggorge, NY -j - _ - to.CONCRETE FOR TOO fVR^SSHALL AfA%IV> A(AINIMuh(OOMPRESSION - i.l S,oryc Tl�utncd Juh," OF 3000 M. i I �..••.••.••-1-_--•.�-1 '...ihcaoaa•lgbincdcoad'uiaa is lks GgbinuJlhat it altin<d wibaC rinpxu afmoapxt urcwchmdmEitcllo" L CUSTOMER: R.M:'DiIrymp{e Co., Inc. - uCu:oauw7ttueW a p 1E.FOOTING DESIGN WBAREDONANA`WAIIEDSOILBEARItr,PRE-MURE y I I f 1 _ - -s-15 Grace Moore Road, Saratoga Springs, NY a�wdot�ry spud t,m,cpblgim i4e eeuuakd I:ca uW vr.Nnlgl' i ,,/ f OF 3000 PSF ANDA PAS;IVF SOIL PRESSURE OF 300 PSF7FT AND SNNI•L BE ! 1 f 1 ( _ '- - - I�rpeclion,<gaicocaaCcrS.a+Ifiphee,.eAJvlauo.owGArd'w section 7,laCdfe RCSC:�:rf+s:rWn,�ir:Yr..txre1 VERIFIED IN TILE FIELD,ID IS RECOMtr1ECR:EO TINT FUOfINIOS UFAfi O!'1 d--.t------.1_�--.1--J _ - - _SCALE: - - Ja+es4rug.tSTd[.Sy1JvrAJ}UGu4«Jens31Li0N.eraLtiacd in Part f6.5PECIFA.'A(A7h5AND4ODEXaCthe STABLEORIGINAL,UNDIUTURBEDSUBGRPOEORSELECT CONTROLLED FILL fi"�, - - ENGINEER:- 'KED AL4'STEe"LW(.5(AVL'Td�L7dfitPJ.tL.TIfL1i7Ee'Mff ED?PILL - t - - (EJ(TENCNtLG iU STABLO UK[GIFIAL,UNCJIS7URBE0 Sui�RACF.).IF FlEL(J - DO NOT SCALE �•1 ;� ���hnr CONDITIONS AND TESTING INDICATE LESS CAPACLIY Oil(YST"IRTIED Wi., ;^(4)94 BARS RADIALLY,BY G.C. 5 LAYERS - Ater Thoe www burr beans .bkd,it idiALI.ri,.ny.-I ihm the pit-fth.......m410...s hot THE DETAIL SHOWN SHALL NOT BE USED AND TI;G SiNLL BI'CONI"ACTED , _ �" ""•- be,ak.Lbt;WjramA2 tandilYd benha�ebeen."d...NufuetltcreridraceoCralfurwhy4.,1.!ndfar IMMEDIATELY TOK-[)E5"THEFOOTINGS. RECLU{REDANoi3BAF;S VER rICAL. DATE: �` - DRAWING NO. yam•;aaAtru��w� Th, fib. I-pa.'11 1hu.e 't�laa:na,-n8ntc��v11~awae�„id„�sv,- Jan-06-2016 DRAWN BY:, WEK ' 1 OF 2 a STOiZ NAt E,A15 REVIATION 4 NO. ,..: . . - LAKE OEORG7E OUTLETS - LOOB - 458 51TE LOCATION i -:Ta 1453 US fi'oUT1= - LK Oofi�O , NY 12545 u '1;" f ', •" PATE NO. REV151ONS 'p� / DRAWN BY: GP SCALE: AS SHOWN DATE: 2/24/1 01 P.O. BOX 435 �DRAWIN6 NO. + SARAT06A SPRIN65, NY 12866 -� TEL. (50)581-1200 FAX (518)581-1204 1° i ALTERATIONS TO THIS DOCUMENT BY OTHER THAN AN TITLE: . AUTHORIZED LICENSED PROFESSIONAL ENGINEER 15 GANOP'I' DETAILS ILLEGAL AND A VIOLATION OF THE NEW YORK STATE EDUCATION LAW 10 a , ) ALL CANOPIES SHALL HAVE THE LAST 3 DECK PANS SHALL BE _ _ 1 1 2 3/16'"�' -~114"STIFFENER PLATE DECK CLIPS ON ALTERNATING STITCH SCREWED TOGETHER f12' (NS/FS) 41., SIDES OF THE PURLINS. WITH#14x7/8 TEK SCREWS. 1 1/4"O ELECTRICAL ACCESS HOLE SHOP TO INSTALL CAP PLUG IN I 1/4" " 4 2 SCREWS EVENLY SPACED 4"FROM TOP OF COLUMN ACCESS HOLE PRIOR TO SHIPMENT I� O O BETWEEN PURLINS (4)A-325 BOLTS ST �, � LEFT RIGHT 3 1 SCREW AT EACH DECK PAN END. 3/4"0 @EACH 4 �---3/4"PLATE s , CONNECTION MAIN BEAM O O 3" 1 /O 3/16" (8)3f4"!73 A325 1'"PLATE (4)A-325 BOLTS(ST) 1 �' / BOLTS(ST) �T 4 Ir U-2 3/4" TYPICAL I 314'0 EACH 131160 HOLES CONNECTION O O� -- 3" 114"'' L CLIPS _ W14x22 '�' W14x22 DECK TO BE INSTALLED ON �. ALTERNATING SIDESOF T NO,N FLANGES SPLICE "MOMENT" PART NO, 5611 STRUCTURAL CONNECTIONS 1'-4" DECK ATTACHMENT DETAIL DETAIL "SCDM" -----1 112'0 SLOT 3/4"STEEL PL. I NOTES @TOP _ '"- -_10 T.S. COLUMN L-BRACE T�� r 1. .CAULK ENTIRE PERIMETER WATER-TIGHT. '�- 1'_8" 1'-4" 2 a. FASCIA BRACES AT 48"O/C. 0- - ''-� ACCESS HOLE MAIN BEAM SIZE W8 W10 W12 W14 W'16 W18 W21 W24 W27 L FASCIA BRACES EXTEND 4"PAST END OF DECK PANTS FOR A 6"GUTTER. .. DIMENSION "X" 5�-1/2" 6-1/2" 8-1/2" 10-112" 12-1/2" 14-112" 17-1/2" 20-1f2" 23-112" c. FASTEN FASCIA BRACES WITH(3)TEK FASCIA BRACE 5"x112 GUSSET SCREWS INTO RIB OF DECK PANS. (2 HAT CHANNEL(,,7a SIGN W-~�` -` '�� W ALTERNATE: d. FASCIA BRACES ARE 21/2"WIDE LOCATIONS ONLY. WELD INSTEAD 1 �'� WELD INSTEAD WITH 1 SCI LEGS x 22 GA. (MIN.) ERECTOR TO ADJUST BASE C 1/9, V 2'MIN.\OF BOLTS �, $ OF BOLTS 118 V 2"MIN. 3. ACM FASCIA-TABS BENT OVER ON ALL r AS REQUIRED FOR BASE PLATE D ETA I L < FOUR SIDES.ATTACH SIDE TABS TOGETHER ,t� °f SIGN INSTALLATION. PN10-3/4" USING(3)#14x7/8'TEK SCREWS. a^ r B W I-2'X�'X.��"'���� �• MAIN L 2+x 2 X•��„aC 4,.p' B ATTACH TOP&BOTTOM TABS USING ' 3'-0 "'"�--. W #8 PAM HEAD SCREWS 24'0.0, E-BEAM `""`~ 4. ADJUST TOP L-BRACE UP OR DOWN ..-, (3)AGM 1 _ 1,-1„ 11" r---' — -, FOR SNUG FIT OF ACM FASCIA. URETHANE FASCIA-36" 2 2 y}?a 5. SILICONE CAULK @ EACH VERTICAL CAULK 1 ACM JOINT TO KEEP / CAULK 5 — F 10"x18"x518 PL V W W ANY LIGHT FROMC ULK FIELD NOTCH CHANNEL 8 All PURLIN B 3/`/" A--325 BOLT WITH NUT {ST) PURLIN SHINING 0 l_ _____�_�______. �r'r`��"... _________-- - @ ��_X�___ ._ _ . ACM TABS T.__-Q I W = 3 4" rh OVERSIZED WASHER THROUGH. JOINT-TOP VIEW DECK PANS "' �_�.--' ~-''^--24'0/C 5, - „ SILICONE (D - =#14 x 7/8 TEK SCREW CAULK I 3 �r - T=##8 x 3/4"PAN HEAD SCREW 8 CHANNEL TRIM ` BOLTED 4'-0" SAG ANGLE DETAIL _ GUTTER 36" ACM FASCIA `N`'�VN T R E VEN S CAP PLATE DETAIL 13" 6„ � �,• V _.) I �'�`-----CAP PLATE �-�'+f M 1 O I ( i v 2 0 x 90° O 0.00 BLACK IRON ELBOW CERTIFIED BY. 2 SJ BLACK IRON - I s ` VENT PIPE J 1 4 104,. COLUMN '�C•�---- f ;. * PLATE SIZES <<' i. '�� ` ,�i[. Dl� P OVENS VENTS COL.SIZE PL SIZE, '. �� i a t4-;" (1)20or3"0 8' 6x7x/,,"- 16" (2)2"0 or 3,+0 8,' 6 x 7 x 1d' VARIES-- --VARIES (3)2'0 or 3'0 8 N/( (1)2"0 or 3"0 10" 16 x 9 x'/.1' r j- BASE PLATE (2)2"0 or 3"0 10" 6 x 9 x'/�` 'R.M. DALRYMPLE COLLAR 001 (3)2,"0 or 3"0 16x9xw. � � rig (1)2"0 or 3"01 12.' - 16x9x'/d' , s �BASE PLATE + L2)2"0 or 3"01 12" 6 x 9 x/d'I' C (1)2"0 or a"01 16"x8" 6x 9x1/2" 2.L.,,L2"0 or 3'01- 16'x�._6 x 11 x 1/x') VENT PIPE DETAIL (3)2"0or3"01 16"x8" 16xllx'/2' I ALL VENT PIPES ARE TO ENTER AND EXIT - E THE COLUMN(S)AS SHOWN ON FRAMING PLAN REINFORCEMENT D ETA I L ! [SEE PLAN VIEW FOR TOP/BOTTOM ELBOW DIRECTION) REV. �ESCIi1PTICN DAFE: 4Y - I I D ERECTOR D CONSTR CI STEEL D JOB FILE FLAT LEAD ` � r` NSTEAD WELOALTERNATE: HEAD SCREW -a8X314 PAN ` 1/8" 1" OF SCREWS :a I i w (2) ."B., ELBOWS V � II AV wL, j �., T ATTACH TO PURLIN DECK PANS 1 611 /r} I ,� w/(2)#12-24 x 1-114' TFC CANOPY (ABOVE) 1; '`�,r' V i TEK SCREWS t1107 N. TAYLOR RD. \ ,•� �`w, �1 ul IGARRETT, IN 46738 FLAT LEAD \`� D.OWNSPOUT �, IN PH. (26Q} 357-6665 FAX (260}357 6533 / DOWNSPOUT �� w�`�. ,. �¢ �,� 9" JOB # 699 '28 ' SCUPPER Q L 1"x1"x0.109"x6'-8"LONG 1. ERECTOR TO CUT A 12 PRE-NOTCHED @ PURLIN .. .. .. ., 1„x6.NOTCI-I Thi GurrER QUOTE # NIA ;( PRINT # NIA A ELBOW COLUMN A ELBOW AT OVERFLOW SCUPPER (2)TA x 718 TEK SCREWS(EA. SIDE) 20_D x ATTACH TO DECK PANELS USING ` / LOCATION. k 11 7z'-10" -- 6 cols. COLUMN 2. ERECTOR TO THEN LOCATION: 1433 U.S. Route 9 (Stewart's Shop#458) INSTALL CH IN, U OVER PURLIN ROLLOVERS TO BE SPACED EQUALLY Lake George; NY .r" THE NOTCH IN,GUTI'ER BETWEEN SUPPORT BEAMS. CUSTOMER: R.M. Dalrymple Co., Inc. CAULK WATER, AS SHOWN. TIGHT. p © �/ n 15 Grace Moore Road, Saratoga Springs,NY *A OPTION �`*B OPTION** t` URLIN ROLLOVER DETAIL DO NOT SCALE ENGINEER: : KED - EXTERNAL DRAIN DETAIL- OVERFLOW SCUPPER , DATE: DRAWN BY: WEK DRAWING NO. I Jan-06-2016 20172 '1 i I ' a C 4 � STORE NAME,AEOREVIATION 4 NO. f LAKE O EORO E OUTLETS — L0013 — x-58 6' t � e 517E LOCATION . 1433 US ROUTE q LAKE OEOROE, NY 12845 I ? � DATE NO. REVISIONS �W6�.,8 DRAWN BY: GF _ I SCALE: AS SHOWN 313 a 4 DATE: 2/24/16 Smms IRE . P.O. BOX 435 DRAWING NO. 5ARAT00A 5PRIN65, NY 12866 0-4 i TEL. (518)581-1200 FAX (518)581-12011 01 ALTERATIONS TO THI5 DOCUMENT BY OTHER THAN AN TITLE: AUTHORIZED LICENSED PROFESSIONAL ENGINEER 15 GANO 'Y DETAILS ILLEGAL AND A VIOLATION OF THE NEW YORK STATE EDUCATION LAW €.. -. } Town of Queensbury luiOffice , 7Community 2BaRoad,Queensbury,NY 12304 Y y LE6EN� UNDERGROUND FUEL STORAGE Til of Queensbury Maiming Board TANKS & ALL RELATED ITEMS EXISTING St1ALL CONFORM WITH mE RESOLUTION-Grant Site Plan Approval for Site Plan 59-2015 Stewart's Shops Corp. 2015 ICG GORES Tax N4ap 11): 238.00-1-54/Property Address: 1433 State Route 9/Zotlino:Cl — — — — PROPERTY LINE SANITARY SEWER LINEO applicant pp The a� 12carit has submitted an application to the Planning Board for Site Plan approval pursuant to Article 9 of the Town zoning Ordinance for demolition of existing gas service statiorlconvenience store and replace — OVEiZHEAD WIRE with a new 3,397 sq.ft.Stewart's Shop with three self-serve multi-product dispensers under a 1,500 sq.ft. lcanopy(6 pumps). Pursuant to Chapter 179-3-040 of the Zoning Ordinance.New convenience store with C GUY WIRE NSTALL EXTRA MACADAM cal"05 FOR PARKING AREA fuel shall be subject to Planning Board review and approval. UI-ILITY POLE . CAMERAS ! SEWER MANHOLE ° TANKS. (1) R< RAL. STQ) 6F i TANS. (D 1510 6A_ & Q) Sf-LIT Pursuant to relevant sections of the Town of Queensbury Zoning Code-Chapter 179-9-030, the Planning I s M GAL. (6KIAK) W/2ll l Board has determined that this proposal satisfies the requirements as stated in the Zoning Code, IRON PIN ! GONIll TANK PAP ® r�M As required by General Municipal Law Section 239-in the site plan application was referred to the Warren MONITORING WELL fi REr iNi �Pq County Planning Department for its recommendation; To o �lpK, Wq� q: F LIGHT POLE l -� l�j�j The Planning Board has reviewed the potential environmental impacts of the project,pursuant to the State LATCH f5ASINS Environmental Quality Review Act(SEQR_A)and adopted a SEQR.A Negative Declaration-DeteiYnination ❑ ❑ RAIL FENCE \ `\ of Non-Si,nifrcance �� O ���� END NEW 200 Atv>f' —100 -- ELEVATION CONTOUR �` �° ��-o CURP TE 3 Pt1ASE Rb 23 ��" `� ) CONCRETE S£RtA � The Planning Board opened a public hearing on the :Site plan application oil 11/19/2015 and continued the { IdR EXISTING POLE public hearing to 1/36/2016 when it was closed, -� -o-� SIGNPosT / (WALL Dl 1/ The Planning Board has reviewed the application materials submitted by the applicant and all comments WATER SHUTOFF 5 FOR / MERA5 � END / made at the public heating and submitted in wtitiug through and including 1/26/2016; A WATER VALVECOWIFUE 21 FIRE EXrIN6U51-ER `� ttYDRANT s p Tset fortll i OLI MIRE ��� GUS / / The Planning Board determines that the application complies with the review considerations and standards tiro r Ga3MN TGGLOftv�' n Article 9 of the Zoiiii Ordinance for:Site Plaii approval, cAlNopy 20' FE06SEP UP GANOI'Y LLI6htT6 '� / / MOTION TO APPRON'E SITE PLAN 59-2015 STENV_9.RT'S SHOPS CORP., Introduced by Paul 3+1 DISPENSER V. TOTA-) INSTA_.L EXTRA ( �� :„;,:• /� / Schonewolf who moved for its adoption,seconded by David Deeb: 6A5/DESEL I PROPOSED 64`DWS FOR (�3F111 STORM WATER 19 2dx79' CAMERAS f ,� / Per the draft provided by.staff conditioned upon the following conditions: GATGti i3ASIN 27 GAdOPY a ' A11VG —� f `� / / 1) Waivers request granted tP" PROPOSED LIGHT POLE / IRRIGATION ' IS 2 Adherence to the items outlined in the follow-up letter sent with tlri.s resolution. - 15/06 SANITARY GLEANCUr a) The limits of clearing will constitute a no-cut buffer zone, orange construction fencing shall be installed around these areas and field verified by COmnilllltty DeYelOpIi12I1#Staf, STORMWATER FLOtV PFF6TION b) If applicable,the Sanitary Sewer connection plan must be submitted to the Wastewater Department for its review,approval,penintting and inspection; -- PAVEMENT GRADE WEAK / f P�Pq PROPOSEP �, c) If curb cuts, being added or changed a driveway permit is required. A building permit will not be / EXGtIAN6E 26"x71 `` / / issued until the approved driveway permit has been provided to the Planning Office; �, --------- — DRAINAGE LINE PAD UIPM SPACES CONG, PADPARKW ' O LED WALL'MGUNTFD ^�`` .- � .�'R ►� � / V ► TYPE K WATER - S o`, Q / SPEWA K6 & LATERAL L16tiTIN6 (6 TOTA_) RAtvIP5 TO GE a) If application was referred to engineering then Engineering sign-off required prior to signature of / LOGATIGN or EXTERIORADA COWLIANT Zoning Administrator of the approved plans �}„PVC SEWER LATERAL 1 04l DISCONNECT ` ` O SEE DETAILS ; / p I !l FOR M.EL PISPEJdSERS �4'PVG �� ON Sf1EET5 b) If required,the applicant must submit a copy of the following to the Town: LE/UT UNDERGROUND TELEPHONE ~� iRR►GA ION /: �' /� /5-12, 13 & (�)_ 2 W a. The project NOI(Notice of Intent)for coverage under the cut-tent"NYSDEC SPDES General IT work. ` OSED �• � Permit from Construction Activity”prior to the start of any site ork. AND ELECTRIC, GO<DIJ ,} PROP � b. The project NOT(Notice of Termination)upon completion of the project; V x5' GONG PAD-- 2/ S I" WATER SERVICE ;y / t� � r�r / / c. The applicant must maintain on their project site,for review by staff: 100 ELEVATION GONTGUR FOR FREEZER - 5 PI` 0 EXISTING SERVICE ` 2 � /� i. The approved final plans that have been stamped by the Town Zoning Administrator. INSTAL EXTRA These plans must include the project SWPPP(Storni Water Pollution Prevention Plan) IgE UNDERGROUND ELEGTRIG EXTERIOR I • ;P"� T `' e 5 F� /; / when such a plan was prepared and approved; ICE GtEST j '-,-` / (Typ•) ` COWW6 � /.' � / / , _ GAtRAS• �/ ii. The project NOI and proof of coverage under the cutretit NYSDEC SPDES General r IJtlDERGR4llND GAS LINE / i _ _ s' , Permit,or an individual SPDES permit issued for the project if required. PARK AP AREA / ,'`'r - AIR MACHINE r/ � P' �� K GGPPER WATER c,ERV�E y ��! l c) Final approved plans,incompliance with the Site Plan,must be submitted to the Community / f r ```/ ® // Development Department before any further review by the Zoning Administrator or Building and 5x8 LONG' , ?, ,W ,/ t f Building Permit f/ DELIVERY PAD / � 1 ,- :_:: _.- . --•y - �, ^� 17. - ) f after pp oval an 1 for o rssuanc,e o 0 Codes personnel; / � , 9512- d The applicant must meet with Staff a a r d �r' � �na and/or the be.-inning o any site work; Q 6 5 sEX. Gly- e) Subsequent issuance of further permits,including building permits is depenCOdent on compliance with EX. C,6 "t i � '�- t �i I6` ( TF=525.08 TF--524 S0 this and all other conditions of this resolution; INV=520. INV=521.38 7 � l ^ � f) As-built plans to certify that the site plan is developed according to the approved plans to be provided / / `/'�1�`/ prior to issuance of the certificate of occupancy. EXrF-RIGR 111 r - �- i g) Resolution to be placed on final plans in its entirety and legible. EI.WTRIG / 1� �l� (n / , R1 GE�fiFD till - y 50T-1 LI6YlrIIJ6 TRANSFER-- I .. <k 5 (5 TOL) SWTG / l � l Duly adopted this 26th day of January,2016,by the following vote: i 4," DGLLARP I ELEG. METER < < A � 9 (W-) 1p/ / ' / AYES: Mr.Deeb,Mr.Schonewolf,Ms.White,Mr.Magowan,Mr.Ferone,Mi.Traver,Mr.Hunsinger i & PARKINt GONG. PAD UNDER P. NOES: NONE DUAER L G SPACES / / 10 - t CONCRETE PATIO Cc: W/PIGNIG TAMES / 7, SNON 6TORA6E AREA, APDTTIGNAL 6 ON TO END , V4 GONG. PPD- _ ;', 1R pt}C CONCRETE FGR Goa-ER , S 2 / / S G�LRD P O G� AT / — EWERTERPI PROPOSED SEWER M*Har- / VALVE WWATER TIE PROPOSED- S S S— GaIGRETE DAMP SEWER SERVILE INTO EXISTING SERVICE / / G� ET� RETAIM� WPll- R .-GGNGRETE SIDEWALK / MACADAM -r PARKING AREA I li f f� -rovvN of quEENsf5LFy WARREN COUNTY PARCEL# 288.00—I-5q i SIGN KEY: REQUIRED EXISTING PROPOSED MINIMI LOT AREA 43,560 5q- FT. (I A(RES) 31,479.60 SGS. FT. (0.723 ACRES) 5Q. FT. (0.723 ACRES) RESERVED OTES: MINIMlRv1 LOT WIDTH 150 FEET SURVEY N175 FEET 175 FEET ItANDICAP SIGN MINIMUM ROAD FRONTAGE 50 FEET 175 FEET ' 175 FEET PARKING 12'"x18" MIN. SIZE MINIMUM LOT DEPTH 200 FEET 153 FEET -t 153 FEET 1. PEEP 2000 AND RECGGRPEDNPTHE WARFRONT 5ANPRI ONYJUNE 2DATEP WOO IN(130GK O 5-d' MOUI`tfING MINIMUM PERCENT PERMEMPLE 30% 24% 11% ` , STORE NAME, Al3�REVIATION & NO. � 1167 OF DEEDS AT PAGE 109. 1 SIGHT MIN., SEE SIDE BLDG SETBACK (NORTH) 20 FEET MIN, SUM 50 FEET 47 FEET 124 FEET � � ��O' `�� �����J — L�O — FRONT P�LDG 5ET13ACK (EAST) 75 FEET 74 FEET 76 FEET PLAN FOR LOCATION SIDE f5LDG 5ET13AGK (50UTH) 20 FEET MIN, etJM 50 FEET 92 FEET ( 10 FEET 2. MAP REFERENCE: "MAP OF PART OF LANDS OF HALF-WAY GAINS, INC. DATED FEP�RUARY 4, 1 36 FEET } 21 FEET 1972 AND REVISED ON AUGUST 8, 1977 f5Y COULTER & MCCORMACK AND REGORPED IN THE _ - -= REAR PECANLP& SETP�AGK (WEST) 25 FEET ' I FRONT CANOPY SET�AGK (EAST) 75 FEET II FEET 23 FEET / SITE LOCATION n WARREN COUNTY CLERK'S OFFICE ON SEPTEMBER 9, 1983. lI ;VAN IJ 47 FEET ti f 33 6 aE ROE, NY (285 l ACCESSIBLE IJ SIDE CANOPY `lETfMCK (NORTH) 20 FEET MIN, SUM 50 FEET 74 FEET ' �� �} _ �- U 1��UT�. 9 - LA 3. THI5 SURVEY WAS PREPARED WITHOUT 6ENEFIT OF AN LF-TO-PATE A�GTRACT OF TITLE R7-S,& R7-5A SIDE CANOPY 5ET6AGK (SOUTH) 20 FEET MIN, SUvi 50 FEET 77 FEET Ill FEET J AND IS THEREFORE ��U13JEGT TO ANY AND ALL RIGHT-OF-WAY AND/OR EASEMENTS OF REAR CANOPY 5ET13AGK (WEST) 25 FEET 83 FEET 2315FFEE 6f �• f ' , l BUILDING HEIGHT 40 FEET - 1 f RECORD, PARTICULARLY FOR UNDERGROUND UTILITIES. _ - - - NILDING SIGN ` Stm A DRAWN i3Y. GP I @ l0 5Q. FT. EA. .� �: , : �. PATE NO. REVISIONS 4. HIGHWAY BOUNDARIES ARE SHOWN A5 THEY APPEAR ON MAP NO. 199, PARCEL NO. 245 FOR CANOPY SIGN - _ I 2 ants @ 14 SQ. FT. EA. y _ a, � GLENS FALLS - LAKE GEORGE STATE HIGHWAY N0. 417, GHAMPLAIN OIL COMPANY, INC• 'NO NO PARKING SIGN FREESTANDING SIGN - 1 @ 58 SQ. Fr. EA. 9/29/15 I SNOW StoRAC SCALE: "=20 ED OWNER DATED WJE 85 1998 BY THE NEW YORK STATE DEPARTMENT OFPARKING 12"x18" MIN. SIZE PARKING (/150=26 SPACE5 - 28 5PAGE5 i 11/25/15 2 ELIMINATED 1 PARKING SPACE REPUT ), b� � � 2/29/16 4 PIERG TSE_-T 1 OCATION & DAWgTER VA-VE aDATE: hop TRANSPORTATION. NOTICE OF APPROPRIATION WAS RECORDED IN THE WARREN COUNT( O HEI& MOUNTING fir/ CLERK'S OFFICE IN BOOK 1072- OF DEEDS AT PAGE 178. TIME PLAN MIN., SEE EXISTING ' WITH RESPECT TO AN ASSUMEf7 PLAN FOR LOCATION SITE USAGE DATA SITE IJSAGE DATA SOIL DATA: t 5. ELEVATIONS SHOWN HEREON HAVE BEEN DETERMINED � SOIL DATA OBTAINED BY DRAWING NO. VERTICAL DATUM. GREEN5PACE 7,606 5q. FT. 'L4% GREEN5PAGE 3,513 5Q. FT. II% STEWART"5 61-1l CORP. 2/9/16 P.O. SOX 435 R7-I BUILDING 2,066 S3q. FT. 7% BUILDING 3,897 5(,j. FT, 13% SARATGGA SPRINGS, NY 12866 CONCRETE 2,878 5(,j. FT. 9% CONCRETE 6,385 5(j. FT. 20% PI PAVEMENT 18,930 5Gj- FT. 60% PAVEMENT 17,685 5Q FT. 56% 5TABILIZED RATE - 124 INCHED/HOUR TEL. (518)581-1200 FAX (518 81-IZo9 y a s a .. a TITLE: ALTERATIONS TO THIS DOCUMENT EKY OTHER THAN AN 1::)JD OI�O__'ETE PLAN AUTHORIZED LICENSED PROFESSIONAL ENGINEER 15 ILLEGAL I_ 1\ AND A VIOLATION OF THE NEW YORK STATE EDUCATION LAW f r � .. , ..... _.W�«�r ter.--, xa- .vr�r' .,.. 'a.a . �• t Z-9'A -Z-wc) P.O. Box 171 41� Middle Grove, NY 171 Phone; {518) 554-5284 LAWRENCE H. Ru-rt_,arao, JR. Phone: (51$) 527-63$3 E-mail lhrpe a@nycap.rr.conl June id, 2016 Stewart's Shops 435 Route 9 Saratoga Springs,NY 12866 RE: Lake George Outlets 1433 Route 9 Att'n: Chris Potter The referenced site was visited on this date to observe the installation of the canopy steel. The structural steel was erected in accordance with the approved plans and specification. No further inspection is anticipated. Evergreen Testing ❑ 594 Broadway Watervliet, New York 12189 Phone:518-266-0310 Fax: 518-266-9238 ❑ P.O. Box 482 Orchard Park,New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 Penetration Resistance of Hardened Concrete ASTM Designation C 803 - 03 PROJEC : Stewarts Exit 20 REPORT NO: ETE-16-10 CLIENT: Stewarts Shops DATE: 6-14-16 CONTRACTOR: Hilltop JOB NO. ETE-16-10 COMMENTS: Six (6) canopy piers were placed on Tuesday, June 7 2016. Evergreen Testing was not resent to perform field testing and casting of concrete test cylinders. Test# Power Agg. Moh's No. Location Probe Ht. Of Comp. Type and Probe Strength Power (Avg.3 (PSI) Load Probes) Cert. No. 1 Low 1 3 N.E. Pier 146809 2.00 3475 2 Low 1"- 3 N.E. Pier 146809 2.00 3475 3 Low 1 3 N.E. Pier 146809 2.13 3925 Average of 3 probes = 3625 at 7 days from placement date of 6-7-16 A representative of Evergreen Testing was at the above referenced project for the purpose of performing Windsor Probe Testing using a James Instrument NDT Windsor Probe Testing System. One (1) sets of three (3) steel probes were driven into the surface of the concrete at the north east corner canopy pier at the low power setting. It was reported that the mix design used for the placement was a 3500 psi mix. RECEIVED ILS, By: G.Blackburn CC -D0029H P.G. Box 171 Middle Grove, NY 171 Phone: (518) 584-8284 LAWRENCE H. RUTLAND, JR. Mobile: (518) 527-6383 'Pza f E-mail lhrpe@nycap.rr.corn July 12, 2016 Stewart's Shops 435 Route 9 Saratoga Springs,NY12866 Att'n: Chris Potter Re: Lake George outlets 1433 Route 9 An on site inspection was conducted on this date with the following results. Site work is basically complete with the following exceptions, installation of the rail fence along the North property line, The material is on site in preparation of installation. The exterior light fixtures are on site and the bases and connections are in place. It is anticipated that the installation will be completed by 12/15116. Final placement of landscaping items is being done at this time. The building and gas canopy are structurally complete and were constructed in accordance with the approved plans. Sincer , ii fi i/�• .,� ED RECEIV - -r: > . 17 1.0 J u L 25. 2016 ''1 WDIA No. 3322 P. 213 MIDDLE DEPARTMENT INSPECTION AGENCY, INC. `t &w*that the electrical wiring to the electrical equipment listed below has been examined and is approved as being in accord with the National Electrical Code, applicable govemmental, utility and.Agency rules in effect on the date noted below and is issued subject to the following conditions. Owner: Stewarts ice Cream Date: 07113/2016 -Occupant: Gas Pumps Location:oute 9 Occupancy: Queensbury,Warren Co. NY ::Non-Residential Applicant: 71 R.M. Dalrymple Co., Inc. 15 Grace Moore Rd Saratoga Springs, NY 12866 L _J No. Joseph A.Holmes • 141154201471EL. Equipment: 1 -GFCI Receptacle; 3- Dispensors; 6-Canopy Lights; 1 -Sign:4-Sub Pumps; 1 -Time Clock; 3-Smart Controllers;6-Pole Lights This certificate applies to the electrical wiring to the electrical equipment listed Immediately null and void. This certificate applies only to the use,occupancy and above and the Installation inspected as of the above noted date based on a visual ownership as indicated herein. Upon a change in the use,occupancy or ownership inspection. No warranty Is expressed or impileo as to the mechanical safety,effi• of the property indicated above,this certificate shag be immediately nun and void. Clancy or rntness of the equipment for any particular purpose. This cerlirlcats shall to the event that this certificate becomes invalid based upon the above conditions. be valid for a period of one year from the above noted data. should the electrical this certl}icate may be revalidated upon relnspeclion by Middle Department system to which this certificate applies be altered to Oy way,including but not limit- Inspection Agency.Inc. An application for inspection must ba submitted to Wine ad to,the introduction of additional electrical equipment and/or the replacement of Department Inspection Agency, Inc.to initiate the inspection and revalidation any of the Components Installed as of the above noted date,this certificate shag be process. A fee will be charged for this service. CG - fie{ -ZC)l to