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2011-368 ..01111A TOWN OF QUEENSBURY cow742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building& Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20110368 Date Issued: Tuesday, February 12, 2013 This is to certify that work requested to be done as shown by Permit Number P20110368 has been completed. Location: 144 RIVER St Tax Map Number: 523400-303-020-0002-042-000-0000 Owner: 144 RIVER STREET, LLC Applicant: 144 RIVER STREET, LLC This structure may be occupied as a: Shed/ Storage Sheds By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property ./ owner of the responsibility for compliance with Site Plan,Variance, or tir other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Enforcement or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20110368 Date Issued: Tuesday, February 12, 2013 This is to certify that work requested to be done as shown by Permit Number P20110368 has been completed. Location: 144 RIVER St Tax Map Number: 523400-303-020-0002-042-000-0000 Owner: 144 RIVER STREET, LLC Applicant: 144 RIVER STREET, LLC This structure may be occupied as a: Shed/ Storage Sheds By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property ,, owner of the responsibility for compliance with Site Plan,Variance, or 4 other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Enforcement or Zoning Board of Appeals. TOWN OF QUEENSBURY 742-Bay ,Road,Queensbury,NY 12804-5902. (518).761-8201 Community itvelopmerit.-Building&_Codes (518) 761-8256 ' BUILDING PERMIT Permit Number: -P20110368_ Application Number: A0110368 Tax Map No: 523400-303-020-0002-042-000-0000 Permissionis'hereby granted to: 144 RIVER STREET, LLC. For property located at. 144`MVER St 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. Tyke of Construction Value Owner Address: 144 RIVER STREET LLC Shed I Storage Sheds $9,000.00 C/O ROBINSON& SON, LLC Total Value. PO BOX 432 $9,000.00 HUDSON FALLS,NY 12839-0000 Contractor or Builders Name/Address Electrical Inspecdon:Agency, MCKENNA CONSTRUCTION 639-8683 /361-3527 562 WEST Rd FORT ANN NY 12827-0000 . Plans&Specifications 2014-368 192 sq ft shed $40.00 PERMIT.FEE PAID=.THIS PERMIT EXPIRES: Sunday,August 19,2012 (If a longer period is required,an 4pplication-for an extension must be made to the code Enforcement Officer of the Town of.Queensbury,before the_expiration date.) Dated at the Town ue sbu !'� � -Fri a: _ _' gust 19,2011 tl SIGNED BY �� for the Town of Queensbury.= Director of Building&_Code Enforcement .............................................................Zo_2: ... .... � '.. .r...i...� OF IC USE ONLY 1jIjLLTT�7 TAX MAP N0. . PERMIT NO. FEE PAID BLDG.&CODES APPROVALUL � ~ 0..TD1A1�1.4F.�34tEENSBURY BUILDING r✓C3UE5"`" ACCESSORY. STRUCTURE BUILDING PERMIT APPLICATION Use this application for any structure other than the Principal Structure (house) to include, but not limited to: garage,-shed, greenhouse, dock, deck, etc. Refer to Informational.Brochure No. 3.entitled Accessory Structures- .Sheds/Fences.. A PERMIT MUST BE.OBTAINED BEFORE WORK BEGINS. APPLICATION IS 8UBJECT TO REVIEW BEFORE ISSUANCE OF A VALID.PERMIT. NO INSPECTIONS WILL BE MADE-UNTIL THE APPLICANT HAS RECEIVED A VALID BUILDING PERMIT. OWNER:_ ��`��n1S�AJ Sdic/ �-Ze-n INSTALLER/BUILDER: . .W1cc^r\k (JMS �VJI" ADDRESS: , LI IZ(✓Q/ SC G7lwQIl�St!✓ DDRESS: ��'J 2 W.,e� ILe� Z�Z PHONE NOS. ���� 7 y� 2 3� PHONE NOS. NIA. LOCATION-OF PROPERTY: 114y ��� S`k�`�c t- SUBDIVISION NAME: l" IA. LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: d HAS THERE BEEN A SITE PLAN REVIEW;VARIANCE OR SUBDIVISION APPROVAL? ❑YES (<NO IF SO,INDICATE APPLICATION NO.AND DATE OF APPROVAL: \s ESTIMATED COST OF CONSTRUCTION: $. 9®00 ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? r e S IFYES,PLEASE LIST: S%-t) ,3/y i-Qu jr 6c.,-".a .(3 6 -14 �(/��t... �..► 11 j�5 CONTACT PERSON FOR BUILDING&CODES.COMPLIANCE: PHONE:"5 t& I-3-T Z:) No PROPOSED PROPOSED CONSTRUCTION 1ST FLOOR 2• .FLOOR TOTAL HEIGHT. SQ.FT. . SO.FT. SO.FT. FT.&IN. OPEN PORCH DECK 3 SEASON,COVERED OR ENCLOSED PORCH' BOATHOUSE BOATHOUSE WITH-SUNDECK ' DOCK SHED. ( L� Z 0' t POLE BARN DETACHED GARAGE(NO.OF CARS: ) OTHER ACCESSORY STRUCTURE: *CONSIDERED FLOOR AREA.& MUST COMPLY WITH FW[FLOOR AREA RATIO] REQUIREMENTS IF THE STRUCTURE IS LOCATED IN THE WATERFRONT RESIDENTIAL ZONE. To the best of my.knowledge,.the statements contained in the application; together with the plans and specifications submitted, are a true and complete statement'of all proposed-work to be done on the'described premises and that.all provisions..Of the Building .Codes, the Zoning Ordinance, and.all other laws pertaining to .the proposed work shall be complied.with, whether specified or noted, and that such work is authorized by. the owner. Further, it is understood that I/we shall submit prior to a Certificate of Occupancy or.Certificate of Compliance being issued, as-requested by the Zoning Administrator or Director.of Building and Codes, an As-Built Survey by a licensed surveyor, drawn to scale, showing actual location of all'new construction. QUESTIONS? CALL 761-8256 OR EMAIL wdes0gueensburv.net have read an a ee to the above. VISIT OUR WEBSITE FOR MORE INFORMATION ^I I www.a6eensbury.net Signed. Dated: Town of Qugensbury- Community Development Office 742 Bay Road, Queensbury, NY 12804 Queensbury Building & Code Enforcement - Residential Final lnspectio Office No. (518) 761-8256 Arrive: am/pryDepart: ,�„c, am/pm Date Inspection request received: Inspector's Initials: NAME: PERMIT#: ,3 LOCATION: DATE: TYPE OF STRUCTURE: ,, COMM-ents- Yes No NIA Rstagke in Number Address visible from road Hei ht/"B"Vent/Direct Vent Location r Intake lumbin Vent throw h roof minimum 18 inches mplete/Exterior Finish Complete at all exterior doors4 or more riserst stairs,decks, atios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Intedor/Exterior Railings 34 inches to 38 inches Deck Bracing I Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Sqfety glazing/Window in stairwells safety glazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backu : Attic access 30 inches x 22 inches x 30 inches her ht in accessible area Crawl S aces 18 inch x 24 inch access, 1 s .ft.-150 s .ft.vents Bathroom Fans if no window Plumbing fixtures Foundation insulation to floor/Sticker on Panel Duct work sealed properly/Blower Door Test Certification Floor truss,draft stopping finished basement 1,000 s .ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum Y2"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Gas Logs in Sealed or Glass Enclosure Final Electrical; Energy Saving Light Bulbs 506/, Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/O Temporary/Permanent L:16uilding&Codes FormslBuilding&Codesllnspection FormslResidential Final Inspection Form_revised 100405.doc;Revised January 7,2008; Revised 6/26/08;Revised 12122/10, Revised 04/13/11 Foundation Inspection Report Office No.(518)7614256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: C pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials NAME: _ PERMIT#: 30/ LOCATION: I P4 INSPECT ON: a/ l' � - ��7h TYPE OF STRUCTURE: Comm n Y N N/A Footings Pi onolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. ' Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain.Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Bullding&Codes Fonms\Building&Codes\Inspection Fonns\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 1 1 6�1 Se. -"r TOWN OF WtENSBIJRY BUILDING DEPARTMENT ki S Based on our limited examination,compliance with our comments shall not be construed as ��,�f indicating the plans and specifications are in rA `� full compliance with the auilding Codes of New York State. All � 8 ®�� o� QUEENSSURY . T To UIL®ING C !� 1, tevieWed B Date. t F 0 0 P v . A/'j'3 U /4...P .�l v va-•,.,.�V — �..... M 1 1 e,/,1 Li A,to n ! \J IRS 3 NN h•/'N/ 0 0 N f / YAGNErIC AUGUST 1969 LANDS-�•�Ir- N/F OF NATIONAL - 200 GRID ~ _ � 4 TENSION LINE pO�G1` S07°35 " 1 ' APPROXIMATE LIMIT OF ' / 298 W r DITCH WET AREA / jvl?° 'y` tt , •` % BENCHMARK ~ ~ ( NUT AT415EPROPOE"r. POINTINGARROWRIP-RAP OUTLET;; 5 — ' EXISTING DITCH TO BE CLEANED AND ELEV.=201.19' 12" HDPE i. �;'O�� MAINTAINED AS GRASS LI ED !DITCH ` ! " INV. EL. 196.5 Z h r __.. _. _-..._. f?ROP,O ED GRASS PROPOSED SEDIMENT ��' PROPOSED 4; WIDE " _ L ED DITCH CONTROL FENCE �w RIP -RAP OUTLET, 'EL. 197.501 12 D#E 0� f IN EL. ¢.2 . f . I.R DITCn � �- sE- --•-_now { ' 100' SETBACK FROM IPF s APPROXIMATE EDGE - r _ • • r _ OF WET AREA - .�� `, t ; / .... BAR �.. N/Gq I .. ...... .. , / NV. 194.Ot o, r oo• .... AGE .. . ; ,.... ... .... E... ... , .... . PROPOSED SHALLOW DETENTION POND; .. . . 150 SF BASE FOOTPRINT .. ...... t i r - 1000 CF TOTAL VOLUME E-N E ........ .. . ....... ... Der LEgN_ .... .. . ... rss s . ..' . Bu R T so•. . Tp ... ...... c r T of o r . � �r I. yY . g . .�RgNCE 1 .. ......... ? QT �.,q,� R FJd \ .... i ....: • 'N/N/ .. �OE(,yF�Cq CBE N / \ .... +H.R. : AVEL _ .. ... .. .. .. ... DRIVE ARE -2002 . oaf / oN rh� 2 r3 If \ W PROPOSED 1,� HDPE CULVRT; EXISTING SWALE Ei / O ILI IN 194.2-' \..... \ '' INV. 194.4t 0 ) �� gyp• / AREA \::::' 15 7 64 q . 8 S f t -..--_.. ROPOSED 12" ! c P .3.62 acres � 1DPE CULVERT i r PROPOSED GRAVEL - - PARKING AREA 4 / /' � � TF- 95.5 I' E t l APPROXIMATE LIMIT ` l l ll l kc /'' / OF WET AREA 1/71 froEA '- / 856071q, ft. / kj 1 4 0 2.0 cres ISTING iTOWN. TER ' .� 4�S•tc r; = ' �" INC;LOCATION Vt I - APPROXIMATE t Z ' W A- _ i RESERVE AREA FOR FUTURE SEPTIC SYSTEM REPLACEMENT, FlLL SYSTEM, 1,000 GAL SEP71C TANK AND PUMP 65. O TANK, 64LF ELJEN 910MATS 00' Nis ° 10, �S a O.C. MAX. CS mac' PERSPECTI VE M 0 N Flow _y �z 36 FENCE DRIVEN MINIMUM If* INTO GROUND SILT STOP EMBED / V IN GROUND 8" MIN. i SOIL BACKFILL " FENCE POST SILT STOP EMBED IN GROUND 8" MIN. UNDISTURBED GROUND SECTION SILT FENCE DETAIL NTS GRADING PLAN SCALE: 1 "=20' r A 4. 22' TOTAL DRIVE WIDTH 40 (AT MAIN ENTRANCE) 1140 PER FOOT (27.) -1 I I-1 11=1 11=1 I I-1 I ICI I I=1 I I I-1 I I IT= 1T"I`7: M! == III -I I -I I`I�I I I -I I i III -III III I I-i 11-1 I I 11-1 11 --I I I -I I I' COMPACTED SUBGRADE DRIVEWAY - 6" SC ENED GRAVEL, NYSDOT 304-1 TYPE 2 OR WELL COMPACTED BANK RUN GRAVEL AS EEDED TO PROVIDE SUBBASE BEL DRIVEWAY DRIVEWAY SECTION NTS TAPER TO MEET EXISTING GRADE STORMWATER RUNOFF SUMMARY EXISTING 50-YEAR 3.59 CFS PROPOSED 50-YE4R 3.41 CFS EROSION CONTROL IMPLEMENTATION SCHEDULE PRACTICE IMPLEMENTATION TIME DURATION OF PRACTICE PRIOR TO CLEARING AND SOIL ENTIRE PROJECT (REMOVE AFTER SEDIMENT CONTROL FENCE DISTURBANCE FINAL SITE STABILIZATION AND VEGETATION ESTABLISHMENT) SWALES & PONDS DURING FINAL SITE GRADING PERMANENT SEEDING & OTHER VEGETATION STABILIZATION AFTER FINAL SITE GRADING PERMANENT MAP REFERENCE EROSION & SEDIMENT CONTROL NOTES 1. BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING EARTHWORK PHASES SEDIMENT CONTROL FENCE FE SHALL BE CONSTRUCTED AS SHOWN ON THE PLAN. 2. AFTER EVERY STORM SEDIMENT CONTROL FENCE SHALL BE INSPECTED FOR FAILURES OR SEDIMENT ACCUMULATION, AND ANY FAILURE SHALL BE IMMEDIATELY CORRECTED. 3. ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED WITHIN 7 DAYS OF FINAL SITE GRADING TO PREVENT EROSION. TEMPORARY RAPID GROWTH COVER CROPS, SUCH AS ANNUAL RYEGRASS MAY BE USED FOR TEMPORARY SURFACE STABILIZATION. 4. THE CONTRACTOR SHALL COMPLY WITH THE NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL AS PUBLISHED BY THE EMPIRE STATE CHAPTER OF THE SOIL AND WATER CONSERVATION SOCIETY. / / / CENTER PO/ (TYP'j A� E4 ^� Cy / / w P OP pSEO OR/VF //r� / N / itoq"_1 i a'kf' / / / / / STATE HIGHWAY & ROAD INTERSECTION DETAIL SCALE: 1 "--20' PROPERTY LINES, 80 NDARY INFORMATION AND TOPOGRAPHY T KEN FROM "MAP OF A TOPOGRAPHIC SURVE MADE FOR ROBINSON & SON, LLC" DATED EBRUARY 26, 2008 PREPARED B Y•- 0.1m u s e.0 St ves TAX PARCEL # 303. ZU-Z-qZ ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. 3 REVISED PARKING & DRAINAGE - FOR SITE PLAN MODIFICATION 4107109 2 APPROVAL CONDITIONS 6/2/08 1 TOWN ENGINEER COMMENTS 5/20108 0 ISSUED FOR SITE PLAN REVIEW 3112108 No. Revisions Date GRADING PLAN-� prepared for: Robinson & Son, LLC 144 River St. Town of Queensbury, Warren County, New York Drawn: LWD Checked: GTH Scale: NOTED Date: 3/3/08 Land S vveyors 169 Haviland Road Queensbury, NY 12804 169 Haviland Road . New York 128" (518) 745-0307 29317-01-S3 (518) 792—"74 York Ito. No. 50135 Hutchins En ineerin Phone W W (518) 745-0308 Fax