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22-936_Arcuri-Site-Plan-Review-8-12-221 Site Plan Review application – Revised October 2016 Town of Queensbury Planning Office-742 Bay Road, Queensbury, NY 12804 TOWN OF QUEENSBURY Site Plan Review Application Review Process: 1. Required Pre-submission meeting with staff to determine general completeness to be held no later than 1 week prior to deadline day. Call (518) 761-8265 or (518) 761-8220 for an appointment. 2. Submittal of complete application: 1 original and 14 copies of the application package by monthly deadline. 3. Determination of application completeness. All necessary information must be provided and appropriate fee(s) paid for consideration for placement on an agenda for that month. 4. Incomplete applications will not be considered for placement on any agenda until all missing information has been submitted. 5. Submittal to Warren County Planning, if applicable. 6. Planning Board meeting, generally the third & fourth Tuesday of each month. You will be advised in writing as to which meeting to attend. 7. Following the meeting you will be provided with a copy of the resolution stating the Board’s decision on your application. If your application was approved, the next likely step is a Building Permit. Final drawings must be provided for the next phase of review. If your application was denied, your project cannot proceed as submitted. DOCUMENTATION REQUIREMENTS (hard copy & electronic): Please submit 1 original & 14 copies of the completed application package to include: • Completed Application pages 2-9, signed & dated • Pre-Submission Meeting Notes: signed by staff • Copy of Deed • Checklist & Plot Plan • Environmental Assessment Form for any non-residential project • Fee: $100 (0 – 10,000 sq. ft.); $250 (10,001 – 30,000 sq. ft.); $500 (30,001 -100,000 sq. ft.); $1,000 (100,000+ sq. ft.) Staff & Contact Information: Craig Brown, Zoning Administrator craigb@queensbury.net Laura Moore, Land Use Planner lmoore@queensbury.net Sunny Sweet, Office Specialist – Planning sunnys@queensbury.net (518) 761-8220 Visit our website at www.queensbury.net for further information and forms 2 Site Plan Review application – Revised October 2016 Town of Queensbury Planning Office-742 Bay Road, Queensbury, NY 12804 General Information Tax Parcel ID Number: ____________________ Zoning District: ____________________ Lot size: _____________________ Detailed Description of Project [includes current & proposed use]: __________________________________________________________________________________________ __________________________________________________________________________________________ __________________________________________________________________________________________ Location of project: ________________________________________________________________________________ Applicant Name: Address: Home Phone Cell: Work Phone Fax E-Mail: Agent’s Name: Address: Home Phone Cell: Work Phone Fax E-mail Owner’s Name Address Home Phone Cell Work Phone Fax E-mail 3 Site Plan Review application – Revised October 2016 Town of Queensbury Planning Office-742 Bay Road, Queensbury, NY 12804 Site Development Data Area / Type Existing sq. ft. Proposed Addition sq. ft. Total sq. ft. A. Building footprint B. Detached Garage C. Accessory Structure(s) D. Paved, gravel or other hard surfaced area E. Porches / Decks F. Other G. Total Non-Permeable [Add A-F] H. Parcel Area [43,560 sq. ft. / acre] I. Percentage of Impermeable Area of Site [I=G/H] Setback Requirements Area Required Existing Proposed Front [1] Front [2] Shoreline Side Yard [1] Side Yard [2] Rear Yard [1] Rear Yard [2] Travel Corridor Height [max] Permeability No. of parking spaces 4 Site Plan Review application – Revised October 2016 Town of Queensbury Planning Office-742 Bay Road, Queensbury, NY 12804 Additional Project Information 1. Will the proposal require a Septic Variance from the Town Board of Health? _______________ 2. If the parcel has previous approvals, list application number(s): _________________________ 3. Does this project require coverage under the New York State Pollutant Discharge Elimination System (SPDES) Permit Program ? _______________ 4. Estimated project duration: Start Date __________ End Date __________ 5. Estimated total cost of project: _______________ 6. Total area of land disturbance for project: _______________ Floor Area Ratio Worksheet FLOOR AREA RATIO (FAR) -- The relationship of building size to lot size, derived by dividing the total building floor area by the lot size in square feet, yielding a percentage. Zoning District Symbol Floor Area Ratio [FAR] Waterfront Residential WR 0.22 Commercial Moderate/ Intensive CM/ CI 0.3 A. The combined area of all square footage, as measure from exterior walls of all structures on the property, including all floors of the structures, garages, basements and attics with more than five (5) feet of ceiling height and covered porches. Building square footage does not include: Open deck, docks and that portion of covered docks extending over water and one storage shed of one hundred twenty (120) square feet or less. Any additional sheds will be included. (See “FLOOR AREA RATIO”). B. Commercial or industrial: the total area in square feet as measured from the exterior of the outside walls of a building or structure, and when applicable, the sum total of all floor areas of the principal and accessory buildings or structures on the project site. A. Parcel Area ___________________________ sq. ft. B. Existing Floor Area ___________________________ sq. ft. [see above definition] C. Proposed Additional Floor Area ___________________________ sq. ft. D. Proposed Total Floor Area ___________________________ sq. ft. E. Total Allowable Floor Area ___________________________ (Area x _____) [see above table] *If D is larger than E. a variance or revisions to your plan may be needed. Consult with Staff. 5 Site Plan Review application – Revised October 2016 Town of Queensbury Planning Office-742 Bay Road, Queensbury, NY 12804 § 179-9-080 Requirements for Site Plan Approval. The Planning Board shall not approve a Site Plan unless it first determines that such site plan meets the following Standards. Please prepare responses to each of the following topics: STANDARDS A. The proposed project furthers or is consistent with the policies of the Town’s Comprehensive Plan. B. The proposed project complies with all other requirements of this Chapter, including the site plan review standards as set forth in Paragraph F of this section, the dimensional, bulk and density regulations of the zoning district in which it is proposed to be located (Article 3 and Table 1), the applicable requirements of all other Articles that apply. C. The site plan encourages pedestrian activity internally and, if practicable, to and from the site with pedestrian paths or sidewalks connected to adjacent areas. D. The site plan must conform to Chapter 136 Sewage and Sewage Disposal, Chapter 147 Stormwater Management Local Law, and other applicable local laws. E. The proposed use shall be in harmony with the general purpose or intent of this Chapter, specifically taking into account the location, character and size of the proposed use and the description and purpose of the district in which such use is proposed, the nature and intensity of the activities to be involved in or conducted in connection with the proposed use and the nature and rate of any increase in the burden on supporting public services and facilities which will follow the approval of the proposed use. F. The establishment, maintenance and operation of the proposed use will not create public hazards from traffic, traffic congestion or the parking of vehicles and/or equipment or be otherwise detrimental to the health, safety or general welfare of persons residing or working in the neighborhood or to the general welfare of the town. Traffic access and circulation, road intersections, road and driveway widths and traffic controls will be adequate. G. Off-street parking and l9oading facilities will be appropriately located and arranged and sufficient to meet traffic anticipated to be generated by the new use. The establishment of vehicle links between parking areas of adjacent properties are provided where feasible. This furthers the Town’s goal of reducing curb cuts and reducing congestion. A twenty-foot wide connection is required. If adjacent properties are either undeveloped or previously developed without having made provision for future linkage, then a future connection must be identified and provided for in the site plan under review for such future linkage when the time arises. The Planning Board may require proof that the applicant has made contact with adjacent property owners for purposes of coordinating linkages with adjacent properties. H. The project shall not have an undue adverse impact upon the natural, scenic, aesthetic, ecological, wildlife, historic, recreational or open space resources of the town or the Adirondack Park or upon the adequate provision of supporting facilities and services made necessary by the project, taking into account the commercial, industrial, residential, recreational or other benefits that might be derived from the project. In making the determination hereunder, the Planning Board shall consider those factors pertinent to the project contained in the development considerations set forth herein under § 179-9-080 of this Chapter, and in so doing, the Planning Board shall make a net overall evaluation of the project in relation to the development objectives and general guidelines set forth in § 179-9-080 of this Article. I. The provision for and arrangement of pedestrian traffic access and circulation, walkway structures, control of intersections with vehicular traffic and overall pedestrian convenience shall be safe and adequate for pedestrian movement. Pedestrian connections between adjacent sites shall be provided to encourage pedestrian use. J. Stormwater drainage facilities will prevent an increase of post development drainage flows as compared to pre-development drainage flows. Drainage of the site shall recharge ground water to the extent practical. Surface waters flowing off-site shall not degrade any streams or adversely affect drainage on adjacent properties or public roads. Facilities shall be in conformance with the drainage standards of Chapter 147 of the Town Code and the Town of Queensbury Subdivision Regulations where applicable. K. The water supply and sewage disposal facilities will be adequate and will meet all applicable and current requirements set forth by Department of Health regulations and Chapter 136 of the Town Code. L. The adequacy, type and arrangement of trees, shrubs and other suitable plantings, landscaping and screening shall effectively provide a visual and/or noise buffer between the applicants and adjoining lands, including the maximum retention of existing vegetation and maintenance, including replacement of dead or deceased plants. M. Fire lanes, emergency zones and fire hydrants will be adequate and meet the needs and requirements of emergency service providers. N. The design of structures, roadways and landscaping in areas susceptible to ponding, flooding and/or erosion will minimize or avoid such impacts to the maximum extent practicable. O. The site plan conforms to the design standards, landscaping standards and performance standards of this chapter. 6 Site Plan Review application – Revised October 2016 Town of Queensbury Planning Office-742 Bay Road, Queensbury, NY 12804 § 179-9-050 Checklist-Application for Site Plan Review. Application materials and site plan shall include sufficient information for the Board to review and provide a decision. The applicant is to provide a site plan drawing and all attachments that address items A-V. The applicant may request a waiver from A-V and is to provide reasons for waiver(s) requested. Please label information to be submitted. REQUIREMENTS Sheet # A. A vicinity map drawn at the scale that shows the relationship of the proposal to existing community facilities which affect or serve it, such as roads, shopping areas, schools, etc. The map shall also show all properties, identify owners, subdivisions, streets and easements within 500 feet of the property. Such a sketch may be superimposed on a United States Geological Survey map of the area. B. The site plan shall be drawn at a scale of forty feet to the inch (1” = 40 feet) or such other scale as the Planning Board may deem appropriate, on standard 24” x 36” sheets, with continuation on 8 l/2 “x 11” sheets as necessary for written information. The information listed below shall be shown on the site plan and continuation sheets. C. Name of the project, boundaries, date, north arrow, and scale of the plan. D. Name and address of the owner of record, developer, and seal of the engineer, architect or landscape architect. If the applicant is not the record owner, a letter of authorization shall be required from the owner. E. The location and use of all existing and proposed structures within the property, including all dimensions of height and floor area, all exterior entrances, and all anticipated future additions and alterations. F. The location of all present and proposed public and private ways, off-street parking areas, driveways, outdoor storage areas, sidewalks, ramps, curbs, paths, landscaping, walls and fences. Location, type and screening details for all waste disposal containers shall also be shown. G. The location, height, intensity and bulb type (sodium, incandescent, etc.) of all external lighting fixtures. The direction of illumination and methods to eliminate glare onto adjoining properties must also be shown in compliance with § 179-6-020. H. The location, height, size, materials and design of all proposed signs. I. The location of all present and proposed utility systems including: 1. Sewage or septic system; 2. Water supply system; 3. Telephone, cable and electrical systems; and 4. Storm drainage system including existing and proposed drain lines, culverts, catch basins, headwalls, endwalls, hydrants, manholes and drainage swales. J. Plans to prevent the pollution of surface or groundwater, erosion of soil both during and after construction, excessive runoff and flooding of other properties, as applicable. A Stormwater Pollution Prevention Plan (SWPPP) for all land development activities (excluding agricultural activities) on the site that results in land disturbance of one acre or more. A SWPPP shall comply with the requirements of the DEC SPDES MS-4 General Permit and Chapter 147 of the Town of Queensbury Code. It shall be at the discretion of the Planning Board as to whether a SWPPP or an erosion and control plan shall be required for a site plan review project land disturbance of less than one acre. K. Existing and proposed topography at two-foot contour intervals, or such other contour interval as the Planning Board shall allow. All elevations shall refer to the nearest United States Coastal and Geodetic Bench Mark. If any portion of the parcel is within the 100-year floodplain, the area will be shown and base flood elevations given. Areas shall be indicated within the proposed site and within 50 feet of the proposed site where soil removal or filling is required, showing the approximate volume in cubic yards. L. A landscape plan showing all existing natural land features than may influence the design of the proposed use such as rock outcrops, stands of trees, single trees eight or more inches in diameter, forest cover and water sources and all proposed changes to these features, including sizes and types of plants. Water sources include ponds, lakes, wetlands and watercourses, aquifers, floodplains and drainage retention areas. M. Land Use District boundaries within 500 feet of the site’s perimeter shall be drawn and identified on the site plan, as well as any Overlay Districts that apply to the property. 7 Site Plan Review application – Revised October 2016 Town of Queensbury Planning Office-742 Bay Road, Queensbury, NY 12804 REQUIREMENTS (CONTINUED) Sheet # N. Traffic flow patterns within the site, entrances and exits, loading and unloading areas, as well as curb cuts on the site and within 100 feet of the site. The Planning Board may, at its discretion, require a detailed traffic study for large developments or for those in heavy traffic areas, which shall include: 1. The projected number of motor vehicle trips to enter or leave the site, estimated for weekly and annual peak hour traffic levels; 2. The projected traffic flow pattern including vehicular movements at all major intersections likely to be affected by the proposed use of the site; 3. The impact of this traffic on levels of service on abutting public streets and at affected intersections. Existing and proposed weekly and annual peak hour traffic levels and road capacity levels shall also be given. O. For new construction or alterations to any structure, a table containing the following information shall be included: 1. Estimated area of structure to be used for particular purposes such as retain operation, office, Storage, etc.; 2. Estimated maximum number of employees; 3. Maximum seating capacity, where applicable; and 4. Number of parking spaces existing and required for the intended use. P. 1. Floor Plans. 2. Elevations at a scale of one-quarter inch equals one foot (1/4” = 1 foot) for all exterior facades of the proposed structure(s) and/or alterations to or expansions of existing facades, showing design features and indicating the type and color of materials to be used. Q. Soil logs, water supply well and percolation test results, and storm water runoff calculations as needed to determine and mitigate project impacts. R. Plans for disposal of construction and demolition waste, either on-site or at an approved disposal facility. S. Plans for snow removal, including location(s) of on-site snow storage. T. An Environmental Assessment Form (“EAF”) as required by the SEQRA regulations, with Part 1 completed by the Applicant shall be submitted as part of the application. If the proposed project requires a special use permit and an EAF has been submitted in conjunction with a special use permit application, a duplicate EAF is not required for the site plan application. U. If an application is for a parcel or parcels on which more than one use is proposed, the applicant may submit a single application for all such uses, provided the proposed uses are accurately delineated on a site plan drawn pursuant to the requirements set forth above. The Planning Board may grant the application with respect to some proposed uses and not others. For purposes of reviewing an application (and for SEQRA compliance) all proposed uses on a single parcel or on contiguous parcels shall be considered together. V. A brief narrative statement on how the project proposed for review furthers or is consistent with the vision, goals and policies in the Town’s Comprehensive Plan. Town of Queensbury Site Plan Pre-Submission Conference Form / Section 179-9-040 1. Applicant Name: __________________________________________________ 2. Tax Map ID ________________ Location: _______________________ 3. Zoning Classification __________ 4. Reason for Review: __________________________________________________________ 5. Zoning Section #: ________________________ 6. Pre-Submission Meeting Notes: Provided Outstanding; Please provide by Deed ____ _____________ General Information complete ____ _____________ Site Development Data Complete ____ _____________ Setback Requirements Complete ____ _____________ Additional Project Information Complete ____ _____________ FAR addressed ____ _____________ Requirements for Site Plan-Standards ____ _____________ Checklist items addressed ____ _____________ Environmental Form completed ____ _____________ Signature Page completed ____ _____________ Staff Representative: ________________________________ Applicant / Agent: ________________________________ Date: ___________ John Arcuri 239.7-1-42 (1.31 ac) 46 Knox Road WR Applicant proposes a new single family home on vacant parcel with associate site work for septic179-, well, 179-3-040 WR, 179-6-065 new floor area in a cea x x x x NA X x is the garage attached or detached?, porch /deck size? confirm all floors accounted x x elevation height calc with topography Laura Moore via email 08/09/2022 The applicant proposes to construct a new 1,871 sf (1879 sf) footprint home with porches and decks of 755 sq ft. The new floor area is to be 6,196 sq ft with the home to be 28 ft in height. The project includes site work for the driveway, house area, septic and well. Site plan review for new floor area in a CEA. Items reviewed- site plan application, site drawings, stormwater control report, elevation and floor plans Items to be updated or provided: 1) deed- note being obtained 2) confirm if garage is attached or detached, confirm porch/deck size, confirm footprint and site data with application, site drawings, and elevation floor plans--- recehck the chart on the williams and williams plans compared to application - floor area is different 3) confirm all floors are accounted for 4) site plan standards page 4 - questions for A-O need responses 5) checklist - height elevation - needs additional information related to the topography 8 C-101 C-100 Response to items: 1) Included. 2) Floor areas calculated on the Williams and Williams plan only include the living area, which is mea- sured from the interior walls and excludes covered porches, basement, and garage. The floor areas pro- vided on C-100 and on the application form are measured from exterior walls, and include all floors, cov- ered porches and garage. 3) Confirmed (see response to item 2). 4) Included with project narrative. 5) Calculations provided on Sheet C-100. w/ Narrative x information in red added by SRA Engineers. Attachment to Queensbury Site Plan Review Application August 4, 2022 Applicant: John Arcuri SRA 22-936 Page 1 of 1 John Arcuri, 46 Knox Road, Lake George, NY 12845 Detailed Project Narrative: The construction of a single-family four-season house, driveway, wastewater system and appropriate storm water practices. Responses to Requirements for Site Plan Approval (Section 179-9-080): A. The proposed activities are consistent with the recommendations presented in the Town of Queensbury Comprehensive Plan, adopted August 6, 2007, amended September 2014. B. The project complies with all requirements of this Chapter and site plan review standards. C. The existing site plan allows free pedestrian movement throughout the site. Knox road is a dead-end road with low traffic and is shared use. There is no public pedestrian infrastructure in the area of the site. D. The site plan and sewerage system comply with Chapters 136 and 147? E. There is no change in use or increase in traffic by vehicles on land or boats by water. F. There will be minimal additional traffic caused by the project. G. Off-street parking is sufficient. H. The site plan and development will not have any adverse impacts and site disturbance during construction will be contained by erosion and sediment control measures including silt fencing, construction entrance and swift construction timeframe will ensure minimal impacts. I. There is no change to existing pedestrian or vehicular traffic. Access to/from adjoining properties does not currently exist and will not be provided. J. The proposed drainage will comply with town code and chapter 147. K. All water supplies, and sewage treatment meet applicable standards. L. Minimal trees may be removed for the wastewater system and house. An adequate buffer will be provided. M. Adequate access for emergency vehicles is provided. N. Structures shall not locate in the flood plain. O. The site plan conforms to design, landscaping and performance standards of this chapter. Executive Summary SRA Engineers has prepared a Stormwater Control Report (SCR) in accordance with the Queensbury Stormwater Management Ordinance (Chapter 147). This report was completed for the development of a new single-family residence and the disturbance of more than 15,000 square feet, on a currently undeveloped parcel located along Knox Road on Assembly Point that is owned by John and Kathryn Arcuri. This SCR is intended to meet the requirements for a Stormwater Pollution Prevention Plan (SWPPP) in accordance with section 147-8 of the Queensbury Town Code. This report demonstrates how the proposed Stormwater Treatment Practices (STPs) will control increased runoff due to new impervious surfaces created at the site as a result of the project. A proposed sedimentation basin and infiltration basin on the front side of the property will treat the runoff from the driveway and west side of the roof of the new house. A proposed rain garden on the rear side of the property will treat the west side roof runoff. This report demonstrates that the volume of runoff generated during the 10-year storm interval will not increase post-construction as compared to existing conditions and the rate of runoff generated during the 25-year storm interval will not increase post-construction as compared to existing conditions. The report also identifies temporary erosion and sediment control measures that shall be implemented during construction. The full SCR report can be found within the application file, in the towns records. N 4 4 ° 1 2 ' 1 0 " E 1 3 5 . 1 1 'CIRFCIRFWellLot 5Lot 3Lot 1BCIRFCIRFCIRFN 82°40'20" E165.00'S 52°22'50" E255.43'169.34' 11 5. 00' S 52° 24 '2 2" WArea56915.5 Sq. Feet1.31 AcresN 00°44'20" W 275.00'N 82°32'20" WCanopyMap ReferenceSubdivision MpSunset Hill FarmBy: Gilbert Vanguilder & AssociatesDated: May 22, 1992Map of a survey made forThomas McGuireDated: July 21, 2010By: Van Dusen & StevesLand SurveyorsDeed ReferenceSecurity West Corp.ToJohn Edward Arcuri andKathryn Patrice ArcuriDated: November 25, 2020Recorded on: January 26, 2021B:6279 P:194Lot 4Lot 2LegendCIRF = Capped Iron Rod FoundU.P. = Utility Pole= Overhead Utility WireU.P. Meter PoleU.P. NM6U.P. NG5375375 37 0 3703 6 5365 3653653 6 0360360360 3 5 53553 5 0 35 0350350Bench MarkNail base of NG #5Elevation=365.87VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE "CERTIFICATIONS INDICATED HEREON SIGNIFY THAT"ONLY COPIES FROM THE ORIGINAL OF THIS SURVEYMARKED WITH AN ORIGINAL OF THE LAND SURVEYORSTO THE ASSIGNEES OF THE LENDING INSTITUTION." "UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEYMAP BEARING A LICENSED LAND SURVEYORS SEAL IS ASEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES."THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THEEXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTEDBY THE NEW YORK STATE ASSOCIATION OF PROFESSIONALLAND SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLYTO THE PERSON FOR WHOM THE SURVEY IS PREPARED, ANDON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTALAGENCY AND LENDING INSTITUTION LISTED HEREON, ANDNEW YORK STATE EDUCATION LAW."Scale 1"=30'SHEET 1 OF 1DWG. NO. 21-030Date: April 27, 2021ARCURIMagnetic3.)4.)PARCEL IS SUBJECT TO ANY EASEMENTS OF RECORD.2.)NOTES:1.)UNDERGROUND UTILITIES, IF ANY, ARE NOT SHOWN HEREON.6.)7.)5.)THIS MAP WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OFTITLE OR AN UP TO DATE TITLE REPORT AND IS THEREFORE SUBJECT TOANY STATEMENT OF FACTS SHOWN THEREON.THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY MADE INACCORDANCE WITH THE EXISTING CODE OF PRACTICE ADOPTED BY THENEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.THIS MAP IS COPYRIGHT © 2021 VAN DUSEN & STEVES LANDSURVEYORS. UNAUTHORIZED ALTERATION OR ADDITION TO THISDOCUMENT IS VIOLATION OF SECTION 7209, SUBDIVISION 2, OF NEWYORK STATE EDUCATION LAW.DIMENSIONS BETWEEN PROPERTY LINES AND STRUCTURES ARE TO THENEAREST HALF FOOT AND ARE FOR THE SOLE PURPOSE OFINTERPRETING THEIR CONFORMANCE WITH ZONING AND NOT INTENDEDTO AID IN THE ESTABLISHMENT OR RETRACEMENT OF PROPERTY LINES.THE SURVEYED PARCEL IS SUBJECT TO WHATEVER RIGHTS, TITLE ORINTEREST THE TOWN OF QUEENSBURY AND THE PEOPLE OF THE STATE OF NEWYORK MAY HAVE TO MAINTAIN THE ROADS, AND TO WHATEVER RIGHTS,TITLE OR INTEREST THE TRAVELING PUBLIC MAY HAVE TO THE BED OF THEROADS.C3577239.7-1-42239.7-1-42ELEVATIONS SHOWN ARE BASED UPON NAVD88.8.) 3 6 0 3 6 5 3 5 8359 3613 62 3 6 3 3 6 4 36 6 36 7 W PT-101 TP-101 PT-102 TP-102 TP-103 W 10 0 ' D R I L L E D W E L L S E T B A C K 100' DRILLED WELL SETBACK (APPROX.) 100' D R I L L E D W E L L SET B A C K 37 0 3 7 5 36 8 36 9 3 7 1 3 7 2 3 7 3 3 7 4 3763 7 7 350355351352353354356357358360365370375 359361362363364366 367 368369371372373374376 350351352 353 354 369 357361366 357354353 IT-102 IT-101 364 365 365 W PT-101 TP-101 IT-101NORTH SHT. OF REV. DRAWING TITLE CLIENT NAME SCALE: DATE: PROJ. NO: DRAWN BY: ENG. BY: CHK'D BY: REVISIONS REV.DATE DESCRIPTION (518) 761-0417, FAX: (518) 761-0513 DRAWING NO. Evergreen Professional Park 453 Dixon Road, Suite 7, Bldg. 3 Queensbury, New York 12804 AS SHOWN 8/2/2022 22-936 SRA AMD ES JOHN & KATHRYN ARCURI 2 WEST AVE. APT. 409 SRATOGA SPRINGS, NY 12866 C-100 1 4 A JOHN & KATHRYN ARCURI 46 KNOX RD. QUEENSBURY, NY 12845 EXISTING CONDITIONS & EROSION CONTROL PLANKNOX ROADEXIST. CLEARED PATH TAX MAP NO. 239.7-1-41 McGUIRE, THOMAS 1.97 ACRES TAX MAP NO. 239.7-1-42 ARCURI, JOHN EDWARD 1.31 ACRES TAX MAP NO. 239.7-1-43 WANAMAKER, JEAN 1.01 ACRES TAX MAP NO. 239.7-1-21.1 15 KNOX ROAD LLC 3.86 ACRES SITE PLAN 1"=20' UNITS: FEET 100 20 40 60 PROJECT LOCATION TEST PIT TP-101 0" TO 8"BROWN MEDIUM - FINE LOAMY SAND, LOSE, DRY, SOME ROOTS 8" TO 24"LIGHT BROWN/ORANGE MEDIUM SAND -SILT LOAM, FRIABLE, DRY, NO MOTTLES 24" TO 35"GRAY & BROWN SANDY SILT, FRIABLE TO FIRM, DRY, NO MOTTLES 35" TO 56"SILTY SANDY CLAY WITH GRAVEL & COBBLES, FRIABLE TO FIRM, MOTTLES @ 35" TEST PIT TP-102 0" TO 12"BROWN LOAMY SAND, LOSE, DRY, SOME ROOTS 12" TO 34"BROWN/ORANGE MEDIUM - FINE LOAMY SAND, FRIABLE, DRY, NO MOTTLES 34" TO 60"BROWN, ORANGE & GRAY FINE SILTY SAND, FRIABLE TO FIRM, DRY, MOTTLED TEST PIT TP-103 0" TO 30"MEDIUM SAND 30" TO 120" SILTY SAND, NO CLAY, SEVERAL COBBLES - BEDROCK NOT ENCOUNTERED. MOTTLES OBSERVED AT 50"-55" - DID NOT ENTER EXCAVATION. PERC. TEST PT-101 STABILIZED PERCOLATION RATE OF 9 MIN. 30 SEC./IN. TEST AT ±18" BELOW EXIST. GRADE. PERC. TEST PT-102 STABILIZED PERCOLATION RATE OF 9 MIN. 00 SEC./IN. TEST AT ±18" BELOW EXIST. GRADE. INFIL. TEST IT-101 STABILIZED INFILTRATION RATE OF 90 IN./HR. TEST AT ±24" BELOW EXIST. GRADE. INFIL. TEST IT-102 STABILIZED INFILTRATION RATE OF 25 IN./HR. TEST AT ±24" BELOW EXIST. GRADE. TEST PITS WERE WITNESSED AND EVALUATED BY SRA ENGINEERS ON JUNE 15, 2022. PERCOLATION TESTS WERE PERFORMED BY SRA ENGINEERS ON JUNE 15, 2022 TEST PIT AND PERCOLATION TEST LOG 1.BASE MAPPING DEVELOPED FROM "MAP OF A SURVEY MADE FOR JOHN & KATHRYN ARCURI," IN THE TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK BY VAN DUSEN & STEVES LAND SURVEYORS, DATED 4/27/2021, REVISED 5/25/2022. 2.REFER TO ORIGINAL SURVEY FOR ADDITIONAL NOTES. 3.THIS SHALL NOT BE USED AS A BOUNDARY OR CERTIFIED SURVEY OF THE PROPERTY. 4.TOPOGRAPHIC CONTOURS OUTSIDE OF THE PROPERTY BOUNDARIES WERE DEVELOPED FROM 10-METER CONTOURS FROM U.S. GEOLOGICAL SURVEY PROVIDED BY CORNELL UNIVERSITY GEOSPATIAL INFORMATION REPOSITORY (CUGIR), NEW YORK STATE GIS PROGRAM. SURVEY NOTES EXIST. MINOR CONT. EXIST. MAJOR CONT. PROP. CONTOUR PROPERTY LINE OVERHEAD UTILITY WIRE EDGE OF GRAVEL SETBACK SILT FENCE TEST PIT LOCATION PERC. TEST LOCATION INFILTRATION TEST LOCATION UTILITY POLE DRILLED WELL LOCATION PROP. BUILDING PROP. ASPHALT PROP. CONC. LEGEND IRON ROD FOUND/ CAPPED IRON ROD FOUND (TYP.) EXIST. UTILITY POLE TO BE REMOVED SILT FENCE (TYP.) SEE DETAIL, DWG C-501 STABILIZED CONSTRUCTION ENTRANCE. SEE DETAIL, DWG C-501 EROSION CONTROL NOTES 1.ACCORDING TO STATE AND LOCAL CODE, A STORMWATER PERMIT IS NOT REQUIRED IN ORDER TO CONSTRUCCT THE PROJECT AS DESIGNED. HOWEVER, THE CONTRACTOR SHALL FOLLOW ALL EROSION AND SEDIMENT CONTROL MEASURES CONTAINED IN THESE PLANS AND SHALL PREVENT THE DISCHARGE OF SEDIMENT FROM THE SITE. 2.ALL SILT FENCES AND THE STABILIZED CONSTRUCTION ENTRANCE, IF INDICATED, SHALL BE IN PLACED AT LOCATIONS INDICATED IN ACCORDANCE WITH THE DETAILS BEFORE COMMENCEMENT OF ANY DISTURBANCE OF EXISTING GROUND SURFACE. 3.ALL FINAL EXPOSED CUT AND FILL EARTHWORK SURFACES SHALL BE COVERED WITH MIN. 4" OF TOPSOIL, HYDROSEED PER SPECIFICATION, UNLESS NOTED TO BE COVERED BY PAVEMENT, OR STRUCTURES. 4.ALL AREAS UNWORKED FOR MORE THAN 14 DAYS MUST BE SEEDED WITH ANNUAL RYE GRASS AND PROTECTED WITH STRAW MULCH. 5.AFTER EVERY STORM EVENT IN EXCESS OF 1/2" RAINFALL, INSPECT ALL SILT FENCES. REMOVE ACCUMULATED MATERIAL, FILL ERODED AREAS AND RESET SILT FENCES. 6.ENCLOSE ALL STOCKPILES WITH SILT FENCE. 7.EROSION CONTROL MEASURES SHALL CONFORM WITH THE REQUIREMENTS OF NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL. 8.THE CONTRACTOR SHALL PROVIDE A DUMPSTER ON-SITE FOR DISPOSAL OF DEBRIS, GARBAGE AND LITTER. 9.THE CONTRACTOR SHALL PROVIDE AN APPROVED SECONDARY CONTAINMENT SYSTEM FOR ALL FUEL AND PETROLEUM PRODUCTS TEMPORARILY STORED ON THE SITE. 10.ALL SILT FENCES SHALL BE INSTALLED PRIOR TO DISTURBANCE OF EXISTING SITE FINISHES AND SHALL REMAIN IN PLACE UNTIL A STABLE GROWTH OF TURF IS ESTABLISHED. CONCRETE WASHOUT. SEE DETAIL, DWG C-501 LIMITS OF DISTURBANCE - TREE CUTTING SHALL BE LIMITED TO WITHIN THIS AREA STORMWATER SYSTEM NOTES 1.MAXIMUM DISTURBED SITE AREA FOR THIS PROJECT, WITHIN THE CONSTRUCTION LIMITS, ±17,085 SF. THE PROJECT IS THEREFORE A "MAJOR PROJECT" FOR STORMWATER DESIGN IN ACCORDANCE WITH THE TOWN OF QUEENSBURY STORMWATER ORDINANCE (CHAPTER 147) 2.INFILTRATION BASIN SEED MIX: VERMONT WET MEADOW AND DETENTION BASIN MIX OR EQUAL. SPECIES COMPOSITION: SWITCHGRASS (PANICUM VIRGATUM), VIRGINIA WILD RYE (ELYMUS VIRGINICUS), RED FESCUE (FESTUCA RUBRA), FOX SEDGE (CAREX VULPINOIDEA), WOOLGRASS (SCIRPUS CYPERINUS), GREEN BULRUSH (SCIRPUS ATROVIRENS), NODDING BUR-MARIGOLD (BIDENS CERNUA), BONESET (EUPATORIUM PERFOLIATUM), JOE-PYE WEED (EUPATORIADELPHUS MACULATUS), SOFT RUSH (JUNCUS EFFUSUS), SENSITIVE FERN (ONOCLEA SENSIBILIS), BLUE VERVAIN (VERBENA HASTATA), NEW ENGLAND ASTER (SYMPHYOTRICHUM NOVA-ANGLIAEA) APPLICATION RATE: 35 LBS/ACRE 3.INFILTRATION BASIN AND STILLING BASIN MAINTENANCE: PERIODICALLY MAINTAIN THE INFILTRATION BASIN, SWALES AND STILLING BASINS IN ACCORDANCE WITH THE FOLLOWING: -REMOVE ANY ACCUMULATED SEDIMENT, TRASH, AND DEBRIS -REMOVE DEAD VEGETATION, TRIM LIVE VEGETATION TO A MAXIMUM HEIGHT OF 12", AND REMOVE WEEDS. -REPAIR INLET EROSION / DAMAGE -LOOSEN, AERATE, OR REPLACE SOILS IN THE INFILTRAITON BASIN IF IT DOES NOT INFILTRATE WITHIN 48 HOURS. 4.REFER TO STORMWATER CONTROL REPORTFOR BASIS OF DESIGN AND DESIGN CALCULATIONS. 1.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL STAKE OUT ALL IMPROVEMENTS AND VERIFY GRADES AND ELEVATIONS. AND DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. 2.CONTRACTOR SHALL STRIP ALL TOPSOIL IN AREAS TO BE RE-GRADED AND STOCKPILED FOR LATER USE. 3.THE EXACT LOCATIONS OF ALL UTILITIES SHALL BE DETERMINED BY THE CONTRACTOR IN THE FIELD. THE CONTRACTOR SHALL CONDUCT OPERATIONS AND TAKE THE NECESSARY PRECAUTIONS SUCH THAT INTERFERENCE WITH OR DAMAGE TO EXISTING UTILITIES IS PREVENTED. THE CONTRACTOR SHALL COORDINATE WITH "DIG-SAFE" TO HAVE ALL UNDERGROUND UTILITIES LOCATED PRIOR TO COMMENCING EXCAVATION WORK. IF THE CONTRACTOR DAMAGES AN EXISTING UTILITY, HE SHALL COMMENCE WORK TO REPAIR THAT SERVICE IMMEDIATELY AND ALL COSTS ASSOCIATED WITH SUCH REPAIR SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 4.THE CONTRACTOR SHALL COMPLY WITH ALL REQUIRED PERMITS AND ASSOCIATED CONDITIONS. 5.CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING AND MAINTENANCE OF SURFACE DRAINAGE DURING THE DURATION OF THE WORK. 6.CONTRACTOR IS RESPONSIBLE FOR EMPLOYING AND MAINTAINING ALL TRAFFIC CONTROL AND SAFETY MEASURES DURING CONSTRUCTION. 7.CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR SERVICE CONNECTIONS REQUIRED TO THE PROPOSED BUILDING. 8.PROJECT CONSTRUCTION SEQUENCE -INSTALL ALL EROSION CONTROL MEASURES INCLUDING SILT FENCE AND/OR COMPOST SILT SOCK, STABILIZED CONSTRUCTION ENTRANCE, CHECK DAMS, AND CATCH BASIN INLET PROTECTION AS SHOWN ON PLANS. -INSPECT EROSION AND SEDIMENT CONTROL MEASURES ROUTINELY AND AFTER STORM EVENTS. -COMPLETE ROUGH GRADING OF THE SITE AND CONSTRUCTION OF THE BUILDING FOUNDATION, HOUSE, AND INSTALLATION OF UTILITIES. -COMPLETE FINAL SITE GRADING, GRAVEL OR ASPHALT PAVING, SMPs, AND TOPSOIL, SEED, AND MULCH. -REMOVE TEMPORARY EROSION AND SEDIMENT CONTROLS AFTER THE VEGETATION HAS ESTABLISHED AND THE SITE IS STABILIZED. GENERAL NOTES ZONING CLASSIFICATION: WATERFRONT RESIDENTIAL (WR) APA LAND CLASSIFICATION: MODERATE INTENSITY PROPOSED USE: SINGLE FAMILY RESIDENCE, SINGLE STRUCTURE - PERMITTED USE IN ZONE WR. - PERMITTED USE WITH SITE PLAN REVIEW IN CRITICAL ENVIRONMENTAL AREA (ALSO DUE TO SLOPES > 15% WITHIN 50' OF BUILDING) MINIMUM REQUIRED AREA: 2 ACRES - 1.31 ACRES PROVIDED. TAX MAP NO. 239.7-1-42 LOT SIZE: 1.31 ACRES (+/- 57,063 SQ. FT.) TOTAL PROPOSED DISTURBED AREA: +/- 21,521 SQ. FT. PROPOSED NEW BUILDING AREA: +/- 3,538 SQ. FT. TOTAL ADDITIONAL IMPERVIOUS AREA: +/- 2,622 SQ. FT. TOTAL RESULTING IMPERVIOUS AREA OVER ENTIRE SITE: 6,160 SQ FT. (11%) LOT SIZE REQUIREMENTS DIMENSION REQUIRED PROVIDED LOT SIZE 2 ACRES 1.31 ACRES LOT WIDTH 150 FT. 169 FT. ROAD FRONTAGE 150 FT. 169 FT. AREA FOR CLUSTERING 4 ACRES 1.31 ACRES SETBACK REQUIREMENTS DIMENSION REQUIRED PROPOSED FRONT [WEST] 30 FT. 124 FT. SIDE [NORTH] 25 FT. 30 FT. SIDE [SOUTH] 25 FT. 77 FT. REAR [EAST] 30 FT. 39 FT. PERMEABLE (MIN.) 75% 89% HEIGHT (MAX.) 28 FT. 28 FT. EXIST. LOWEST ELEVATION (SE CORNER) = 370.6 FT. FINISHED FLOOR ELEVATION = 373.6 FT. HEIGHT OF BUILDING FROM F.F.E. = 25 FT. PROP. ROOF ELEVATION = 398.6 FT. (398.6 FT. - 370.6 FT. = 28 FT BUILDING HEIGHT) FLOOR AREA RATIO (0.22) REQUIRED 1.31 ACRES (57,064 SQ. FT.) x 0.22 = 0.29 ACRES (12,554 SQ. FT.) PROPSED BASEMENT: 1,864 SQ. FT. FIRST FLOOR W/ GARAGE AND COVERED PORCHES: 3,241 SQ. FT. SECOND FLOOR: 1,091 SQ. FT. TOTAL: 6,196 SQ. FT. ZONING/SITE INFORMATION A 8/5/2022 ISSUED FOR PERMITS 3 6 0 3 6 5 3 5 8359 3613 62 3 6 3 3 6 4 36 6 36 7 W 10' PT-101 TP-101 PT-102 TP-102 TP-103 W 10 0 ' D R I L L E D W E L L S E T B A C K 100' DRILLED WELL SETBACK (APPROX.) 100' D R I L L E D W E L L SET B A C K30'77'124' 37 0 3 7 5 36 8 36 9 3 7 1 3 7 2 3 7 3 3 7 4 3763 7 7 350355351352353354356357358360365370375 359361362363364366 367 368369371372373374376 350351352 353 354 369 357361366 357354353 F.F.E. = 373.6 IT-102 IT-10139'23' 36 3 3 6 5 3 6 7366 3643 6 7 368 369 370 371 372373369 370 371 372373 369 3 7 3 3 7 4 3 7 5 365 366367 368 372370364 365 365 W PT-101 TP-101 IT-101NORTH SHT. OF REV. DRAWING TITLE CLIENT NAME SCALE: DATE: PROJ. NO: DRAWN BY: ENG. BY: CHK'D BY: REVISIONS REV.DATE DESCRIPTION (518) 761-0417, FAX: (518) 761-0513 DRAWING NO. Evergreen Professional Park 453 Dixon Road, Suite 7, Bldg. 3 Queensbury, New York 12804 AS SHOWN 8/2/2022 22-936 SRA AMD ES JOHN & KATHRYN ARCURI 2 WEST AVE. APT. 409 SRATOGA SPRINGS, NY 12866 C-101 2 4 A JOHN & KATHRYN ARCURI 46 KNOX RD. QUEENSBURY, NY 12845 SITE PLANKNOX ROADEXIST. CLEARED PATH TAX MAP NO. 239.7-1-41 McGUIRE, THOMAS 1.97 ACRES TAX MAP NO. 239.7-1-42 ARCURI, JOHN EDWARD 1.31 ACRES TAX MAP NO. 239.7-1-43 WANAMAKER, JEAN 1.01 ACRES TAX MAP NO. 239.7-1-21.1 15 KNOX ROAD LLC 3.86 ACRES SITE PLAN 1"=20' UNITS: FEET 100 20 40 60 PROJECT LOCATION EXIST. MINOR CONT. EXIST. MAJOR CONT. PROP. CONTOUR PROPERTY LINE OVERHEAD UTILITY WIRE EDGE OF GRAVEL SETBACK SILT FENCE TEST PIT LOCATION PERC. TEST LOCATION INFILTRATION TEST LOCATION UTILITY POLE DRILLED WELL LOCATION PROP. BUILDING PROP. ASPHALT PROP. CONC. LEGEND IRON ROD FOUND/ CAPPED IRON ROD FOUND (TYP.) WASTEWATER TREATMENT SYSTEM NOTES 1.THE ON-SITE SUBSURFACE WASTEWATER TREATMENT SYSTEM SHALL BE A RAISED ABSORPTION TRENCH SYSTEM. THE BASIS OF DESIGN FOR THE SYSTEM IS AS FOLLOWS: NUMBER OF BEDROOMS 4 DESIGN WASTEWATER FLOW RATE 440 gpd DESIGN PERCOLATION RATE 8-10 min/in SEPTIC TANK MIN. CAPACITY 1,250 gal (NO SPAS OR GARBAGE GRINDERS) SEPTIC TANK CAPACITY PROVIDED 1,250 gal (NO SPAS OR GARBAGE GRINDERS) DESIGN APPLICATION RATE 0.90 gal/day/sf REQUIRED ABSORPTION AREA = (440 Gal./Day)/(0.90 GAL./DAY per Sq. Ft.) = 489 Sq. Ft. REQUIRED ABSORPTION TRENCH LENGTH = 489 Sq. Ft./2 Ft. TRENCH WIDTH = 245 LF ABSORPTION TRENCH LENGTH PROVIDED = (5) 49 FT LONG TRENCHES = 245 LF PLUMBING FIXTURES MAX. 1.6 Gal./Flush WATER CLOSETS 2.ALL WASTEWATER TREATMENT SYSTEM COMPONENTS SHALL BE IN STRICT ACCORDANCE WITH THE SYSTEM DESIGN INFORMATION INDICATED ON THESE DRAWINGS, WITH ALL N.Y.S. DEP'T. OF HEALTH AND TOWN OF QUEENSBURY REQUIREMENTS. 3.THE DISCHARGE OF WASTE FROM GARBAGE GRINDERS, SPA TUBS, SUMP PUMPS, ROOF DRAINS, WATER TREATMENT SYSTEM BACKWASH AND NON-CONSERVING WATER FIXTURES IS PROHIBITED. 4.THE SEPTIC TANK SHALL BE A PRECAST CONCRETE NON-TRAFFIC TYPE UNIT WITH SANITARY TEES OR BAFFLES AT INLETS AND OUTLETS. MINIMUM TANK CAPACITY SHALL BE AS SHOWN. FOR TWO-PIECE TANKS, PROVIDE SEALANT PER MANUFACTURER'S INSTRUCTIONS BETWEEN THE TANK SECTIONS. THOROUGHLY CLEAN JOINT IMMEDIATELY PRIOR TO INSTALLING SEALANT. IF AIR TEMPERATURE IS BELOW 65°F., WARM SEALANT TO A PLIABLE CONDITION. SET TANKS LEVEL ON No. 2 CRUSHED STONE AS INDICATED. THE EXTERIOR SURFACES OF THE SEPTIC TANK SHALL BE THOROUGHLY COATED WITH THE MANUFACTURER'S STANDARD ASPHALT WATERPROOFING COATING. 5.DISTRIBUTION BOX SHALL BE PRECAST CONCRETE UNIT WITH INTEGRAL CONCRETE BAFFLE AS MANUFACTURED BY THE FORT MILLER COMPANY, OR APPROVED EQUAL. PROVIDE FLOW LEVELERS AT EACH OUTLET LATERAL. 6.ALL GRAVITY SEWER PIPING SHALL BE SCH. 40 PVC PIPE WITH SOLVENT WELDED JOINTS AND FITTINGS. INSTALL SEWER PIPING ON MIN. 6" LAYER OF CRUSHED STONE AT A UNIFORM SLOPE WITH NO SAGS OR HUMPS. THE MINIMUM SLOPE FOR ALL GRAVITY SEWER PIPING SHALL BE 1/4"/FT. (2%). 7.BACKFILL OVER THE ABSORPTION TRENCHES SHALL BE CLEAN NATIVE MATERIAL, FREE OF ORGANIC MATTER AND STONES LARGER THAN 2 IN. IN ANY DIMENSION. 8.AFTER EXCAVATING THE ABSORPTION TRENCHES TO THE DEPTHS REQUIRED, THE WALLS AND FLOORS OF THE TRENCHES SHALL BE CLEANED AND RAKED TO ACHIEVE AN EVEN SECTION AND TO LOOSEN SMEARED AREAS. NOTIFY THE ENGINEER FOR INSPECTION OF THE BED SUBGRADE SURFACES BEFORE PLACING THE DISPOSAL LATERALS. 9.NO HEAVY EQUIPMENT OR VEHICULAR TRAFFIC SHALL BE ALLOWED WITHIN THE LIMITS OF THE ABSORPTION FIELD AFTER FILL MATERIAL HAS BEEN PLACED BOTH DURING OR AFTER CONSTRUCTION. 10.PLACEMENT OF BACKFILL, CRUSHED STONE TRENCHES, PERFORATED PIPE AND FILTER FABRIC SHALL BE AS SHOWN. 11.CRUSHED STONE USED FOR THE ABSORPTION TRENCHES SHALL BE WASHED STONE 3/4" TO 1 1/2" IN SIZE. HOLD BOTTOM OF THE TRENCHES LEVEL. 12.DISPOSAL FIELD LATERALS SHALL BE PERFORATED 4"Ø SDR 26 PVC PIPE. INSTALL LATERALS AT 1/16"/FT. TO 1/32"/FT. SLOPE AWAY FROM THE DISTRIBUTION BOX WITH HOLES DOWNWARD. PROVIDE END CAPS AT ALL LATERALS. 13.TOPSOIL AND SEED THE ACTIVE AND FUTURE ABSORPTION FIELD AREA AND ALL OTHER DISTURBED AREAS IMMEDIATELY AFTER CONSTRUCTION. 14.ALL PLUMBING WORK SHALL BE COMPLETED IN STRICT ACCORDANCE WITH ALL REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE. 15.SUBMITTALS: THE CONTRACTOR SHALL SUBMIT MIN. (3) COPIES OF SHOP DRAWINGS AND SUBMITTALS FOR THE FOLLOWING ITEMS FOR REVIEW BY THE ENGINEER. IN LIEU OF (3) HARD COPIES, (1) COPY OF SHOP DRAWINGS AND SUBMITTALS MAY BE TRANSMITTED ELECTRONICALLY. NO FABRICATION OF THESE ITEMS SHALL BE PERMITTED UNTIL THE SUBMITTALS HAVE BEEN REVIEWED AND ACCEPTED. A.PRECAST CONCRETE SEPTIC TANK SHOP DRAWINGS B.PRECAST CONCRETE DISTRIBUTION BOX DRAWINGS C.GEOTEXTILE FILTER FABRIC 16.NOTIFY THE ENGINEER FOR INSPECTION AT THE FOLLOWING PHASES OF CONSTRUCTION: -UPON EXCAVATION OF THE ABSORPTION TRENCHES, PRIOR TO BACKFILLING WITH THE LATERALS EXPOSED. -SEPTIC TANK AND DISTRIBUTION BOX INSTALLATION, PRIOR TO BACKFILLING OF THE UNITS. 17.UPON COMPLETION OF CONSTRUCTION THE CONTRACTOR SHALL PREPARE A MAP OF AS-BUILT CONDITIONS INDICATING A MINIMUM OF TWO TIE DIMENSIONS FROM ADJACENT CORNERS OF THE RESIDENCE TO THE SEPTIC TANK INLET AND OUTLET COVERS, THE DISTRIBUTION BOX AND EACH CORNER OF THE LEACH FIELD. EXIST. UTILITY POLE TO BE REMOVED PROP. LIMIT OF DISTURBANCE ± 20,842SF BASIN WEIR. T/CREST EL. 366.50' T/BERM EL. 367.00' SEE DETAIL, DWG. C-502. BASIN WEIR. T/CREST EL. 366.00' T/BERM EL. 367.00' SEE DETAIL, DWG. C-502. SEDIMENTATION BASIN. B/BASIN EL. 364.00'. SEE DETAIL, DWG. C-502 SEDIMENTATION BASIN. B/BASIN EL. 364.00'. CHECK DAMS (TYP.). SEE DETAIL, DWG. C-502. BASIN WEIR. T/CREST EL. 369.00' T/BERM EL. 369.50' SEE DETAIL, DWG. C-502. RAIN GARDEN. B/BASIN EL. 368.50'. SEE DETAIL, DWG. C-502 PROP. COVERED PORCH (175 SQ. FT.) (5) 49' LONG WASTEWATER ABSORPTION FIELD. SEE DETAIL, DWG C-502 PROP. EDGE OF DRIVEWAY SEE DETAIL, DWG. C-501 (2,496 SQ. FT.) DISTIBUTION BOX. INLET EL. = 367.8' SEE DETAIL, DWG C-502. 100% REPLACEMENT AREA 4"Ø x 10' LONG PVC PIPE SLOPED @ 1/4"/FT. MIN. FROM HOUSE TO SEPTIC TANK. 4"Ø x 24' LONG PVC PIPE SLOPED @ 1/4"/FT. FROM SEPTIC TANK TO DISTRIBUTION BOX. 1,250 GAL. PRECAST CONC. SEPTIC TANK. INLET EL. = 372.2 OUTLET INV. = 372.0' SEE DETAIL, DWG C-502. PROP. 4 BEDROOM RESIDENCE W/ ATTACHED GARAGE. (2,783 SQ. FT.) GRASS LINED SWALE (TYP.). SEE DETAIL, DWG. C-502. EARTHWORK NOTES 1.EXCAVATION SHALL BE TO ELEVATIONS INDICATED WITH A TOLERANCE OF PLUS/MINUS 1". 2.SUBBASE COURSE MATERIAL SHALL CONFORM TO NYS DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS SECTION 304, TYPE 2 AND SHALL CONFORM TO MIN 95% MODIFIED PROCTOR DENSITY. BACKFILL MATERIAL SHALL BE COMPACTED ON SITE SOIL MATERIAL. 3.EMBANKMENT FILL SHALL CONFORM WITH ALL REQUIREMENTS OF NYSDOT SPEC. SECTION 203. MAXIMUM ALLOWABLE LOOSE LIFTS FOR EMBANKMENTS SHALL BE 12 INCH AND SHALL BE COMPACTED TO NOT LESS THAN 95% OF THE MAXIMUM DENSITY AS ESTABLISHED THROUGH THE STANDARD PROCTOR COMPACTION TEST PER ASTM D698. 4.MATERIAL STOCKPILES, IF REQUIRED, SHALL BE LOCATED WHOLLY WITHIN THE WORK AREA. ADDITIONAL SILT FENCES SHALL BE PROVIDED AT THE BASE OF ALL STOCKPILES AS DIRECTED IN THE FIELD BY THE ENGINEER. 5.ALL TRENCHES AND OTHER EXCAVATION SIDE SLOPES INDICATED ON THE DRAWINGS ARE DIAGRAMMATIC ONLY AND ARE NOT INTENDED TO INDICATE A STABLE EXCAVATION SLOPE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ADEQUACY AND STABILITY OF ALL EXCAVATION SLOPES, SHEETING, SHORING, TRENCH BOXES, AND ANY OTHER MEANS REQUIRED FOR A SAFE WORK ENVIRONMENT AND FOR PROTECTION OF ADJACENT ROADWAYS AND OTHER STRUCTURES. ALL EXCAVATION WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING REGULATORY AGENCIES: -SUBPART 23-4, "EXCAVATION OPERATIONS", OF NEW YORK DEPARTMENT OF LABOR INDUSTRIAL CODE RULE 23. -SUBPART P, "EXCAVATIONS" OF THE UNITED STATES DEPARTMENT OF LABOR OSHA REGULATIONS FOR CONSTRUCTION. -ALL OTHER MUNICIPAL, COUNTY, STATE OR FEDERAL AGENCIES, REGULATIONS OR LAWS PERTAINING TO EXCAVATION SAFETY AS MAY APPLY AT THE WORK SITE. THE MORE STRINGENT PROVISION IN EACH OF THE ABOVE CODES SHALL APPLY. THESE PROVISIONS SHALL BE CONSIDERED MINIMUM REQUIREMENTS AND SHALL BE INCREASED IF NECESSARY TO PROVIDE SAFE WORKING CONDITIONS. 6.CRUSHED STONE, WHERE CALLED FOR ON THE DRAWINGS, SHALL CONFORM TO NYS DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS SECTION 703-02, SIZE DESIGNATION 2. 8.GEOTEXTILE FABRIC SHALL COMPLY WITH NYSDOT STANDARD SPEC. SECTION 737-01. ALL FABRIC SHALL APPEAR ON THE NYSDOT LIST OF APPROVED MATERIALS FOR THE USAGE INDICATED. 9.ALL NEW GRADES SHALL BE BLENDED SMOOTHLY WITH EXISTING GRADES TO PROVIDE A SMOOTH TRANSITION BETWEEN NEW GRADING AND EXISTING SURFACES TO REMAIN. 10.ALL DISTURBED AREAS NOT COVERED WITH SITE IMPROVEMENTS OR LANDSCAPING SHALL BE COVERED WITH 3" OF TOPSOIL AND SEEDED TO ESTABLISH A DENSE GROWTH OF TURF. PROP. DRILLED WELL LOCATION SEE DETAIL, DWG. C-501 A 8/5/2022 ISSUED FOR PERMITS PROP. COVERED PORCH (220 SQ. FT.) EMBED FILTER CLOTH MIN. 6" INTO GROUND. 1. FILTER CLOTH TO BE FASTENED SECURELY TO POSTS WITH STAPLES OR TIES AT 6" MAX. SPACING. 2. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY 6" AND FOLDED. 3. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. UNDISTURBED SOIL.FLOW 2"x2" FENCE POST.10'-0" MAX. C-C.1'-4"MIN.1'-4"MIN.1'-4"MIN.1'-4"MIN.SILT FENCE DETAIL NOTES SECTION ELEVATION N.T.S. NYSDOT ITEM NO. 402.098104 ASPHALT CONCRETE 9.5 F1, 80 SERIES TOP COURSE, 1 1/2" THICK. NYSDOT ITEM NO. 402.198904 ASPHALT CONCRETE 19 F9, 80 SERIES BINDER COURSE, 2 1/2" THICK. NYSDOT ITEM NO. 304.14 SUBBASE COURSE TYPE 2, COMPACTED TO 95% MODIFIED PROCTOR DENSITY, 8" THICK. COMPACTED SUBGRADE. N.T.S. TYPICAL ASPHALT PAVEMENT SECTION EXIST. ASPHALT PAVEMENT. EXIST. GRADE. STONE, MIN. 6" THK. ON GEOTEXTILE FABRIC. EXIST. GROUND. EXIST. ASPHALT PAVEMENT.~ ~ 50' MIN.12' MIN.1. STONE SHALL CONFORM WITH NYSDOT SPEC. SECTION 703-02 SIZE DESIGNATION 3. 2. GEOTEXTILE FABRIC SHALL BE MIRAFI 600X OR EQUIVALENT. 3. PERIODICALLY TOP-DRESS ENTRANCE WITH NEW STONE AS SEDIMENT ACCUMULATES. ALL SEDIMENT DROPPED OR WASHED ONTO THE PUBLIC RIGHT-OF-WAY SHALL BE REMOVED IMMEDIATELY. 6" MIN. STONE. N.T.S. STABILIZED CONSTRUCTION ENTRANCE NOTES PROFILE PLAN CONCRETE WASHOUT AREA N.T.S. SIGN IDENTIFYING SITE AS A CONCRETE WASHOUT AREA. NOTES: 1.ALL CONCRETE WASH FACILITIES SHALL BE INSPECTED DAILY. DAMAGED OR LEAKING FACILITIES SHALL BE REPAIRED OR REPLACED IMMEDIATELY. 2.ACCUMULATED HARDENED MATERIAL SHALL BE REMOVED WHEN 75% OF THE STORAGE CAPACITY OF THE STRUCTURE IS FILLED. ANY EXCESS WASH WATER SHALL BE PUMPED INTO A CONTAINMENT VESSEL AND PROPERLY DISPOSED OF OFF SITE. 3.DISPOSE OF HARDENED MATERIAL OFF-SITE IN A CONSTRUCTION/DEMOLITION LANDFILL OR ON-SITE IF INDICATED IN THE APPROVED SWPPP. 4.THE PLASTIC LINER SHALL BE REPLACED WITH EACH CLEANING OF THE WASHOUT FACILITY. 5.UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL CLEAN OUT AND FILL IN THE WASHOUT AREA TO THE ADJACENT GRADE LEVEL. SECITON A-A ROADWAY. PLASTIC SHEATHING WITH A MIN. THICKNESS OF 10 MILS. WITH NO HOLES AND TEARS. ANCHOR BEYOND TOP OF PIT WITH AN EARTHEN BERM, SAND BAGS, STONE, OR OTHER STRUCTURAL APPURTANCES. 12" NO.1 CRUSHED STONE FROM PAVED ROAD TO WASHOUT AREA. CONCRETE WASHOUT AREA 8'-0"x8'-0"x2'-0" DEEP ± MIN. IF EXCAVATED, SIDE SLOPES SHALL BE 2H TO 1V. ROADWAY. 10' WIDE CRUSHED STONE ENTRANCE FROM PAVED ROAD TO WASHOUT AREA. CONCRETE WASHOUT AREA 8'-0"x8'-0"x2'-0"± DEEP MIN. SILT FENCE. TYPICAL WELL DETAIL PITLESS ADAPTER WITH SANITARY SEAL FOR DISCHARGE PIPE BENTONITE GROUT AROUND CASING TO ROCK AND AS SPECIFIED IN APPENDIX 5-B N.T.S. TANK PRESSURE OF 60 PSI 20' MIN. THROUGH OVERBURDEN, OR 5' BELOW PUMPING LEVEL - SEE APPENDIX 5-B, TALBE 2 5 GPM @ A STORAGE MINIMUM CAPACITY SUBMERSIBLE PUMP DROP PIPE WELL CASING VENTED WELL CAP WITH SANITARY SEAL FOR ELECTRICAL CABLES PITLESS CASE MOTOR CABLE PRESSURE STORAGE TANK MINIMUM SIZE: 2 BEDROOM HOUSE - 42 GAL. 3 OR 4 BEDROOM HOUSE - 82 GAL. 5 BEDROOM HOUSE - 120 GAL.18''MIN.BUILDING FOUNDATION NOTE: THE MINIMUM WELL SEPARATION DISTANCES FROM CONTAMINANT SOURCES (WASTEWATER DISPOSAL SYSTEMS, ETC.) SHALL BE INCREASED BY 50% WHENEVER AQUIFER WATER ENTERS THE WATER WELL AT LESS THAN 50 FEET BELOW GRADE. IF A 50% INCREASE IN SEPARATION DISTANCES CANNOT BE ACHIEVED, THEN 50 FEET OF CASING BELOW GRADE SHALL BE PROVIDED.12"MIN.UNDISTURBED AREADISTURBED AREA BLOWN/PLACED FILTER MEDIA. COMPOST FILTER SOCK. SEE PLAN FOR NOMINAL SOCK DIAMETER. 2"x2" WOODEN STAKES PLACED 10" O.C. SECTION VIEW DISTURBED AREA FLOWFLOW173017281726UNDISTURBED AREA PLAN VIEW 8"EXISTING CONTOURS. 2"x2" WOODEN STAKES PLACES 10" O.C. COMPOST FILTER SOCK. N.T.S. SILT SOCK DETAIL SHT. OF REV. DRAWING TITLE CLIENT NAME SCALE: DATE: PROJ. NO: DRAWN BY: ENG. BY: CHK'D BY: REVISIONS REV.DATE DESCRIPTION (518) 761-0417, FAX: (518) 761-0513 DRAWING NO. Evergreen Professional Park 453 Dixon Road, Suite 7, Bldg. 3 Queensbury, New York 12804 AS SHOWN 8/2/2022 22-936 SRA AMD ES JOHN & KATHRYN ARCURI 2 WEST AVE. APT. 409 SRATOGA SPRINGS, NY 12866 C-501 3 4 A JOHN & KATHRYN ARCURI 46 KNOX RD. QUEENSBURY, NY 12845 SITE DETAILS A 8/5/2022 ISSUED FOR PERMITS NOTES: C OPENINGL C OPENINGL FINISH GRADE, TYP. MANUFACTURER'S STANDARD OPENING AND COVER, (TYP.) INLET INVERT EL. MIN. 2" ABOVE OUTLET INVERT. #2 CRUSHED STONE PLACED ON AND WRAPPED WITH GEOTEXTILE FABRIC.D = 30" MIN.LIQUID LEVEL UNDISTURBED SOIL. 12" MIN. (TYP.)8" MIN.(TYP.)FLOW FLOW SANITARY TEE. L 0.3 LD/32"1'-4"MIN.MIN.1. 2. SEPTIC TANK DETAIL INVERT OF SLOT OR HOLES CONNECTING CHAMBERS OF DUAL CHAMBER TANK WALL FOR DUAL CHAMBER TANK. SEE NOTE BELOW FOR DUAL CHAMBER TANK, WALL SHALL HAVE A 4"V. x 18" WIDE SLOT, OR (4) 4"Ø HOLES, INVERT LOCATED AS SHOWN. DUAL CHAMBER TANKS SHALL BE PROVIDED FOR ALL SEPTIC TANKS WITH AN INTERIOR LENGTH GREATER THAN OR EQUAL TO 10 FT. PROVIDE FLEXIBLE PIPE BOOTS AT ALL PIPE PENETRATIONS INTO ALL TANKS. MIN. 18"Ø OPENING, EA. END OF TANK, TYP.8" MIN.1'-4" MAX.N.T.S.1'-6"MIN,LOCATION MARKER, TYP. A RISER MAY BE INSTALLED IN-LEIU OF MARKER. SUBMIT SHOP DRAWINGS TO OWNER AND ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. 1" MIN. AIR GAP. ℄ TRENCH & PIPE ℄ TRENCH & PIPE 2'-0" TYP. 6'-0" 1'-0" TYP. 4'-0"6" MIN. to 2'-0" MAX.2"MIN.1'-0"MIN.3" TOPSOIL AND SEED. BACKFILL WITH NATIVE SOIL. (TYP.) GEOTEXTILE FILTER FABRIC BETWEEN CRUSHED STONE AND BACKFILL SOIL. (TYP.) 3/4"Ø TO 1 1/2"Ø CRUSHED STONE, TYP. STONE TO BE WASHED PRIOR TO PLACEMENT. MOUND BACKFILL AT TRENCH TO ALLOW FOR SETTLEMENT. DO NOT COMPACT. (TYP.) UNDISTURBED SOIL.~4"Ø PERFORATED PVC DISTRIBUTION LATERAL. INSTALL LATERAL AT 1/16"/FT. TO 1/32"/FT. (TYP.) TYPICAL WASTEWATER ABSOPTION TRENCH DETAIL N.T.S. NOTE: ABSORPTION TRENCH DETAIL DIAGRAMMATIC ONLY. SEE PLAN FOR TRENCH LENGTH AND NUMBER OF TRENCHES REQUIRED. NOTE: FINISHED GRADE OVER ABSORPTION TRENCHES SHALL BE INSTALLED TO DIVERT SURFACE RUNOFF AWAY FROM THE ABSORPTION FIELD AREA.MIN. 4'-0" SEPARATION TO BEDROCKAND 2'-0" TO GROUNDWATER2"4"Ø PVC TO ABSORPTION TRENCH LATERAL W/FLOW LEVELERS. (TYP.) UNDISTURBED SOIL. 6" MIN. PEA GRAVEL. 4"Ø PVC FROM SEPTIC TANK. BAFFLE. 3" TOPSOIL & SEED. FLOW 6" WATERTIGHT PIPE SEAL, TYP DISTRIBUTION BOX DETAIL N.T.S. TYPICAL VEGETATED SWALE DETAIL N.T.S. 3" MIN. TOPSOIL C SWALEL 6'-0" AND SEED, TYP. DRAINAGE CHANNEL w/ MAT, STAKE MAT AT 6' O.C. w/ROLLED EROSION CONTROL STRAW MULCH COVERED PROTECT BOTTOM OF 6" MAX. EXIST. SOIL. 6" MAX. 1v:3 h MAX . 1v:3h MAX. 1 3 3'-0" N.T.S. BASIN WEIR DETAIL T/BERM EL. SEE PLANS. CREST EL. SEE PLANS. SLO P E V A R I E S NOTE: CREST WIDTH = 2'-0" 4'-0" APRONLINE WEIR CREST W/LIGHT STONE FILLING ON GEOTEXTILE BEDDING FABRIC. FINISHED GRADE PER PLANS. EXIST. GRADE. (TYP.) 1V : 2 H M A X . 1V:2 H MAX. STONE OUTLET WEIR. SEDIMENTATION/INFILTRATION BASIN DETAIL N.T.S. N.T.S. CHECK DAM LIGHT STONE FILLING. FILTER FABRIC. CUTOFF TRENCH.6"MIN.6"MAX.1'-6"6"6"MIN.1 2 1 2 LIGHT STONE FILLING. ~ ~FILTER FABRIC. CUTOFF TRENCH W/#2 STONE. ~6"ELEVATION A A SECTION A-A FLOW N.T.S. TYPICAL RAIN GARDEN DETAIL MULCH W/LEAF COMPOST OR SHREDDED WOOD. AVOID WOOD CHIPS. MAX. PONDED WATER DEPTH = 6" 3 1 12" TO 18" SOIL MEDIA COMPOSED OF 50-70% SAND, 50-30% TOPSOIL & 5% ORGANIC MATERIAL. MEDIA SHALL BE FREE OF STONES, ROOTS, WOODY DEBRIS AND ANIMAL WASTE. SHRUBS & HERBACEOUS PLANTS PER NYSDEC STORMWATER DESIGN MANUAL TABLE 5.11. 6" TO 12" WASHED STONE.SUBSOIL SHT. OF REV. DRAWING TITLE CLIENT NAME SCALE: DATE: PROJ. NO: DRAWN BY: ENG. BY: CHK'D BY: REVISIONS REV.DATE DESCRIPTION (518) 761-0417, FAX: (518) 761-0513 DRAWING NO. Evergreen Professional Park 453 Dixon Road, Suite 7, Bldg. 3 Queensbury, New York 12804 AS SHOWN 8/2/2022 22-936 SRA AMD ES JOHN & KATHRYN ARCURI 2 WEST AVE. APT. 409 SRATOGA SPRINGS, NY 12866 C-502 4 4 A JOHN & KATHRYN ARCURI 46 KNOX RD. QUEENSBURY, NY 12845 SITE DETAILS A 8/5/2022 ISSUED FOR PERMITS NNOOTT FFOORR CC OONNSS TTRRUUCC TTIIOONN FFOORR RREE VV II EE WW PPUURRPPOO SSEESS OONNLL YYDESIGNED FOR:DESIGNED FOR:PLAN NO:PLAN NO: PAGEPAGE OFOF DRAWN BY:DRAWN BY: REVISIONS/DATE:REVISIONS/DATE: ADDRESS:ADDRESS: SEAL:SEAL: 46 KNOX ROAD46 KNOX ROAD QUEENSBURYQUEENSBURY NEW YORKNEW YORK COPYRIGHT © 2022 BY WILLIAMS & WILLIAMS DESIGNERS.COPYRIGHT © 2022 BY WILLIAMS & WILLIAMS DESIGNERS. ALL RIGHTS RESERVED, ALL WILLIAMS & WILLIAMSALL RIGHTS RESERVED, ALL WILLIAMS & WILLIAMS DESIGNERS' PLANS HAVE BEEN REGISTERED WITH THEDESIGNERS' PLANS HAVE BEEN REGISTERED WITH THE UNITED STATES COPYRIGHT OFFICE, THIS DRAWING IS ANUNITED STATES COPYRIGHT OFFICE, THIS DRAWING IS AN INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED,INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED, REPRODUCED, COPIED, OR USED FOR CONSTRUCTIONREPRODUCED, COPIED, OR USED FOR CONSTRUCTION WITHOUT THE WRITTEN PERMISSION FROM WILLIAMS &WITHOUT THE WRITTEN PERMISSION FROM WILLIAMS & WILLIAMS DESIGNERS. UNAUTHORIZED ALTERATIONS ORWILLIAMS DESIGNERS. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF THE NEWADDITIONS TO THIS DRAWING IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW, ARTICLE 145 SECTIONYORK STATE EDUCATION LAW, ARTICLE 145 SECTION 7209. DO NOT SCALE THESE DRAWINGS. THEY MAY NOT7209. DO NOT SCALE THESE DRAWINGS. THEY MAY NOT BE TO EXACT SCALE. USE ONLY THE DIMENSIONS SHOWN.BE TO EXACT SCALE. USE ONLY THE DIMENSIONS SHOWN. OWNER AND CONTRACTOR SHALL CONSULT ALLOWNER AND CONTRACTOR SHALL CONSULT ALL APPLICABLE BUILDING CODES TO ENSURE THAT PLANSAPPLICABLE BUILDING CODES TO ENSURE THAT PLANS AND DETAILS CONFORM TO ALL REQUIREMENTS. THEYAND DETAILS CONFORM TO ALL REQUIREMENTS. THEY SHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDINGSHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION AND SHALL NOTIFY WILLIAMS &WITH CONSTRUCTION AND SHALL NOTIFY WILLIAMS & WILLIAMS DESIGNERS OF ANY DISCREPANCIES BEFOREWILLIAMS DESIGNERS OF ANY DISCREPANCIES BEFORE WORK IS PERFORMED. WILLIAMS & WILLIAMS DESIGNERSWORK IS PERFORMED. WILLIAMS & WILLIAMS DESIGNERS SHALL NOT BE RESPONSIBLE FOR ANY ADDITIONALSHALL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS OR STRUCTURAL PROBLEMS RESULTING FROMCOSTS OR STRUCTURAL PROBLEMS RESULTING FROM FAILURE TO FOLLOW THESE PLANS AND DETAILS.FAILURE TO FOLLOW THESE PLANS AND DETAILS. TO THE BEST OF OUR KNOWLEDGE, BELIEF, &TO THE BEST OF OUR KNOWLEDGE, BELIEF, & PROFESSIONAL JUDGEMENT, SUCH PLANS &PROFESSIONAL JUDGEMENT, SUCH PLANS & SPECIFICATIONS ARE IN COMPLIANCE WITH THE SPECIFICATIONS ARE IN COMPLIANCE WITH THE 20202020 BUILDING CODE OF NEW YORK STATE & 2020 ENERGYBUILDING CODE OF NEW YORK STATE & 2020 ENERGY CONSERVATION CODE NEW YORK STATE.CONSERVATION CODE NEW YORK STATE. 07/26/2207/26/22JOHN & KATHYJOHN & KATHYARCURIARCURIA CUSTOM D ESIGNEDA CUSTOM D ESIGNED H OME FOR:H OME FOR: FIRST FLOOR: SECOND FLOOR: SUBTOTAL: BONUS ROOM: LOWER LEVEL: TOTAL: SQ. FT. LIVING AREA SQ. FT. LIVING AREA SQ. FT. LIVING AREA SQ. FT. LIVING AREA SQ. FT. LIVING AREA SQ. FT. LIVING AREA 1879 674 2553 NA NA 2553 J OH N & K A TH YJOHN & K A TH Y A RC U RIARCURI 2553-222553-22 110011 DW/JCBDW/JCB 21.29/.28 CLIMATE ZONE B, E GLAZED FENESTRATION SHGC B C D C 5 6 .40 NR NR I 20 OR 13+5 20+5 OR 13+10 A THE 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE ENERGY CONSERVATION CODE WAS MET WITH THE COMPONENT METHOD AS SET FORTH IN TABLE 402.1.2. FENESTRATION U-FACTOR, B SKYLIGHT U-FACTOR CEILING R-VALUE WOOD FRAMED WALL R-VALUE FLOOR R-VALUE BASEMENT WALL R-VALUE SLAB R-VALUE & DEPTH CRAWL SPACE WALL R- VALUE .32 .30 .30 .55 .55 .55 49/38 49/38 49/38 20 OR 13+5 19 30 30 10/13 15/19 15/19 10,2' 10/2' 10/4' 10/13 15/19 15/19 A. R-VALUES ARE MINIMUMS. U-FACTORS AND SHGC ARE MAXIMUMS. WHEN INSULATION IS INSTALLED IN A CAVITY WHICH IS LESS THAN THE LABEL OR DESIGN THICKNESS OF THE INSULATION, THE INSTALLED R-VALUE OF THE INSULATION SHALL NOT BE LESS THAN THE R-VALUE SPECIFIED IN THE TABLE. B. THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS. C. "15/19" MEANS R-15 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-19 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL. "15/19" SHALL BE PERMITTED TO BE MET WITH R-13 CAVITY INSULATION ON THE INTERIOR BASEMENT WALL PLUS R-5 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME. "10/13" MEANS R-10 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-13 CAVITY INSULATION AT THE INTERIOR BASEMENT WALL. D. R-5 SHALL BE ADDED TO THE REQUIRED SLAB EDGE R-VALUES FOR HEATED SLABS. E. RESERVED F. RESERVED G. OR INSULATION SUFFICIENT TO FILL THE FRAMING CAVITY, R-19 MINIMUM. H- THE FIRST VALUE IS THE CAVITY INSULATION, THE SECOND VALUE IS CONTINUOUS INSULATION. I. SECTION 402.2.1 CEILINGS WITH ATTIC SPACES. WHEN SECTION 402.1.1 REQUIRES R-49, R-38 SHALL BE DEEMED TO SATISFY THE REQUIREMENT FOR R-49 WHEREVER THE FULL HEIGHT OF UNCOMPRESSED R-38 INSULATION EXTENDS OVER THE WALL TOP PLATE AT THE EAVES. H G .29/30 NA 38 30 15 NA NA 4 AS DESIGNED 10/12 PITCH 12/12 PITCH 10/12 PITCH 12 12 12 12 12 12 12 12 10/12 PITCH SCALE: 1/4"=1'-0" FRONT ELEVATION 30 YEAR ARCHITECTURAL ROOFING SHINGLES GRADE COMPOSITE SIDING 8" SKIRT BOARD THIN VENEER STONE COMPOSITE SHAKE SIDING DECORATIVE GABLE WORK 12 10 12/12 PITCH 12/12 PITCH 12/12 PITCH 12/12 PITCH 12/12 PITCH 10/12 PITCH SCALE: 1/4"=1'-0" RIGHT SIDE ELEVATION 30 YEAR ARCHITECTURAL ROOFING SHINGLES GRADE COMPOSITE SIDING 8" SKIRT BOARD COMPOSITE SHAKE SIDING NNOOTT FFOORR CC OONNSS TTRRUUCC TTIIOONN FFOORR RREE VV II EE WW PPUURRPPOO SSEESS OONNLL YYDESIGNED FOR:DESIGNED FOR:PLAN NO:PLAN NO: PAGEPAGE OFOF DRAWN BY:DRAWN BY: REVISIONS/DATE:REVISIONS/DATE: ADDRESS:ADDRESS: SEAL:SEAL: 46 KNOX ROAD46 KNOX ROAD QUEENSBURYQUEENSBURY NEW YORKNEW YORK COPYRIGHT © 2022 BY WILLIAMS & WILLIAMS DESIGNERS.COPYRIGHT © 2022 BY WILLIAMS & WILLIAMS DESIGNERS. ALL RIGHTS RESERVED, ALL WILLIAMS & WILLIAMSALL RIGHTS RESERVED, ALL WILLIAMS & WILLIAMS DESIGNERS' PLANS HAVE BEEN REGISTERED WITH THEDESIGNERS' PLANS HAVE BEEN REGISTERED WITH THE UNITED STATES COPYRIGHT OFFICE, THIS DRAWING IS ANUNITED STATES COPYRIGHT OFFICE, THIS DRAWING IS AN INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED,INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED, REPRODUCED, COPIED, OR USED FOR CONSTRUCTIONREPRODUCED, COPIED, OR USED FOR CONSTRUCTION WITHOUT THE WRITTEN PERMISSION FROM WILLIAMS &WITHOUT THE WRITTEN PERMISSION FROM WILLIAMS & WILLIAMS DESIGNERS. UNAUTHORIZED ALTERATIONS ORWILLIAMS DESIGNERS. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF THE NEWADDITIONS TO THIS DRAWING IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW, ARTICLE 145 SECTIONYORK STATE EDUCATION LAW, ARTICLE 145 SECTION 7209. DO NOT SCALE THESE DRAWINGS. THEY MAY NOT7209. DO NOT SCALE THESE DRAWINGS. THEY MAY NOT BE TO EXACT SCALE. USE ONLY THE DIMENSIONS SHOWN.BE TO EXACT SCALE. USE ONLY THE DIMENSIONS SHOWN. OWNER AND CONTRACTOR SHALL CONSULT ALLOWNER AND CONTRACTOR SHALL CONSULT ALL APPLICABLE BUILDING CODES TO ENSURE THAT PLANSAPPLICABLE BUILDING CODES TO ENSURE THAT PLANS AND DETAILS CONFORM TO ALL REQUIREMENTS. THEYAND DETAILS CONFORM TO ALL REQUIREMENTS. THEY SHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDINGSHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION AND SHALL NOTIFY WILLIAMS &WITH CONSTRUCTION AND SHALL NOTIFY WILLIAMS & WILLIAMS DESIGNERS OF ANY DISCREPANCIES BEFOREWILLIAMS DESIGNERS OF ANY DISCREPANCIES BEFORE WORK IS PERFORMED. WILLIAMS & WILLIAMS DESIGNERSWORK IS PERFORMED. WILLIAMS & WILLIAMS DESIGNERS SHALL NOT BE RESPONSIBLE FOR ANY ADDITIONALSHALL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS OR STRUCTURAL PROBLEMS RESULTING FROMCOSTS OR STRUCTURAL PROBLEMS RESULTING FROM FAILURE TO FOLLOW THESE PLANS AND DETAILS.FAILURE TO FOLLOW THESE PLANS AND DETAILS. TO THE BEST OF OUR KNOWLEDGE, BELIEF, &TO THE BEST OF OUR KNOWLEDGE, BELIEF, & PROFESSIONAL JUDGEMENT, SUCH PLANS &PROFESSIONAL JUDGEMENT, SUCH PLANS & SPECIFICATIONS ARE IN COMPLIANCE WITH THE SPECIFICATIONS ARE IN COMPLIANCE WITH THE 20202020 BUILDING CODE OF NEW YORK STATE & 2020 ENERGYBUILDING CODE OF NEW YORK STATE & 2020 ENERGY CONSERVATION CODE NEW YORK STATE.CONSERVATION CODE NEW YORK STATE. 07/26/2207/26/22JOHN & KATHYJOHN & KATHYARCURIARCURI2553-222553-22 110022 DW/JCBDW/JCB 12 12 12 12 12 12 12 12 12/12 PITCH 10/12 PITCH 10/12 PITCH 10/12 PITCH10/12 PITCH 10/12 PITCH 28'-0"SCALE: 1/4"=1'-0" REAR ELEVATION 30 YEAR ARCHITECTURAL ROOFING SHINGLES GRADE COMPOSITE SIDING 8" SKIRT BOARD 8" TRIM BOARD COMPOSITE SHAKE SIDING DECORATIVE GABLE WORK 12/12 PITCH 12/12 PITCH 12/12 PITCH 10/12 PITCH 12/12 PITCH 12 10 10/12 PITCH SCALE: 1/4"=1'-0" LEFT SIDE ELEVATION 30 YEAR ARCHITECTURAL ROOFING SHINGLES GRADE COMPOSITE SIDING 8" SKIRT BOARD NNOOTT FFOORR CC OONNSS TTRRUUCC TTIIOONN FFOORR RREE VV II EE WW PPUURRPPOO SSEESS OONNLL YYDESIGNED FOR:DESIGNED FOR:PLAN NO:PLAN NO: PAGEPAGE OFOF DRAWN BY:DRAWN BY: REVISIONS/DATE:REVISIONS/DATE: ADDRESS:ADDRESS: SEAL:SEAL: 46 KNOX ROAD46 KNOX ROAD QUEENSBURYQUEENSBURY NEW YORKNEW YORK COPYRIGHT © 2022 BY WILLIAMS & WILLIAMS DESIGNERS.COPYRIGHT © 2022 BY WILLIAMS & WILLIAMS DESIGNERS. ALL RIGHTS RESERVED, ALL WILLIAMS & WILLIAMSALL RIGHTS RESERVED, ALL WILLIAMS & WILLIAMS DESIGNERS' PLANS HAVE BEEN REGISTERED WITH THEDESIGNERS' PLANS HAVE BEEN REGISTERED WITH THE UNITED STATES COPYRIGHT OFFICE, THIS DRAWING IS ANUNITED STATES COPYRIGHT OFFICE, THIS DRAWING IS AN INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED,INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED, REPRODUCED, COPIED, OR USED FOR CONSTRUCTIONREPRODUCED, COPIED, OR USED FOR CONSTRUCTION WITHOUT THE WRITTEN PERMISSION FROM WILLIAMS &WITHOUT THE WRITTEN PERMISSION FROM WILLIAMS & WILLIAMS DESIGNERS. UNAUTHORIZED ALTERATIONS ORWILLIAMS DESIGNERS. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF THE NEWADDITIONS TO THIS DRAWING IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW, ARTICLE 145 SECTIONYORK STATE EDUCATION LAW, ARTICLE 145 SECTION 7209. DO NOT SCALE THESE DRAWINGS. THEY MAY NOT7209. DO NOT SCALE THESE DRAWINGS. THEY MAY NOT BE TO EXACT SCALE. USE ONLY THE DIMENSIONS SHOWN.BE TO EXACT SCALE. USE ONLY THE DIMENSIONS SHOWN. OWNER AND CONTRACTOR SHALL CONSULT ALLOWNER AND CONTRACTOR SHALL CONSULT ALL APPLICABLE BUILDING CODES TO ENSURE THAT PLANSAPPLICABLE BUILDING CODES TO ENSURE THAT PLANS AND DETAILS CONFORM TO ALL REQUIREMENTS. THEYAND DETAILS CONFORM TO ALL REQUIREMENTS. THEY SHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDINGSHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION AND SHALL NOTIFY WILLIAMS &WITH CONSTRUCTION AND SHALL NOTIFY WILLIAMS & WILLIAMS DESIGNERS OF ANY DISCREPANCIES BEFOREWILLIAMS DESIGNERS OF ANY DISCREPANCIES BEFORE WORK IS PERFORMED. WILLIAMS & WILLIAMS DESIGNERSWORK IS PERFORMED. WILLIAMS & WILLIAMS DESIGNERS SHALL NOT BE RESPONSIBLE FOR ANY ADDITIONALSHALL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS OR STRUCTURAL PROBLEMS RESULTING FROMCOSTS OR STRUCTURAL PROBLEMS RESULTING FROM FAILURE TO FOLLOW THESE PLANS AND DETAILS.FAILURE TO FOLLOW THESE PLANS AND DETAILS. TO THE BEST OF OUR KNOWLEDGE, BELIEF, &TO THE BEST OF OUR KNOWLEDGE, BELIEF, & PROFESSIONAL JUDGEMENT, SUCH PLANS &PROFESSIONAL JUDGEMENT, SUCH PLANS & SPECIFICATIONS ARE IN COMPLIANCE WITH THE SPECIFICATIONS ARE IN COMPLIANCE WITH THE 20202020 BUILDING CODE OF NEW YORK STATE & 2020 ENERGYBUILDING CODE OF NEW YORK STATE & 2020 ENERGY CONSERVATION CODE NEW YORK STATE.CONSERVATION CODE NEW YORK STATE. 07/26/2207/26/22JOHN & KATHYJOHN & KATHYARCURIARCURI2553-222553-22 110033 DW/JCBDW/JCB 26684040LSUP BOWMAN KEMP WINDOW WELL TO BE 8" HIGHER THAN FINAL GRADE PLACEMENT BY BUILDER.UNEXCAVATED4" THICK CONCRETE SLABINTERCONNECTED SMOKE DETECTOR & CO DETECTOR DROP SHADED AREAS TOALLOW 4" THICK CONCRETESLAB TO BE POURED OVER*DROP SHADED AREAS TOALLOW 4" THICK CONCRETESLAB TO BE POURED OVER*19'-6 1/2"21'-6 1/2"4'-2 3/4"7'-0"4'-2 3/4" 56'-6 1/2"8'-0"6'-6"14'-6"13'-9"13'-9"1'-0"1'-0"21'-9"6'-9"6'-0"12'-0"1'-0"28'-6"8'-0"37'-6"15'-0"22'-0"15'-0"12'-0" 64'-0"11'-0 3/8"36'-0"47'-0 3/8"1'-3 3/4"3'-4 1/2"1'-3 3/4"6'-0"18'-0"2'-0"24'-0"2'-0"26'-0"1'-3 3/4"9'-4 1/2"1'-3 3/4"2'-9 3/4"18'-4 1/2"2'-9 3/4"12'-0"24'-0"3'-7"39'-7"5'-4"8"11'-4"8"23'-0"30'-0"11'-0" 8"10'-4"8"9'-6 1/2"9'-7"9'-6 1/2"8"11'-2"11'-2"8"6'-0"3'-0"10'-9"13'-9"5'-0"12'-0"4'-6 1/2" 8"10'-8"8"8"5'-4"1'-2"8'-2"1'-2"11'-1 1/2"SCALE: 1/4"=1'-0" FOUNDATION PLAN CANTILEVER ABOVE SCREENED PORCH ABOVE PORCH ABOVE TREATED DECK ABOVE TREATED DECK ABOVE PORCH ABOVE BASEMENT 4" THICK CONCRETE SLAB PITCH SLAB TOWARDS O.H. DOORPITCH SLAB TOWARDS O.H. DOOR2x12 FLOOR JOISTS ABOVE2x12 FLOOR JOISTS ABOVE2x8 FLOORJOISTS ABOVEF 8 F 8 L 9 L 9 M 9 M 9 O 9 O 9 O 9 O 9 N 9 N 9 N 9 N 9 F 8 F 8 G 8 G 8 K 8 K 8 K 8 K 8 L 9 L 9 M 9 M 9 B 7 B 7 C 7 C 7 C 7 C 7 D 7 D 7 D 7 D 7 I 8 I 8 I 8 I 8 J 8 J 8 A 7 A 7 A 7 A 7 B 7 B 7 G 8 G 8 H 8 H 8 H 8 H 8 POURED CONCRETE WALL AS SPECIFIED WALL REINFORCEMENT AS SPECIFIED CONCRETE FOOTING NO.4 SIESMIC BAR @48" O.C. TO BE INSTALLED 3" FROM BOTTOM OF FOOTING & EXTEND UP INTO CONCRETE WALL & TIED TO CONTINUOUS FOOTING REINFORCEMENT OR INSTALL A 1 1/2"x1 1/2" KEYWAY FOOTING TO WALL DETAIL NNOOTT FFOORR CC OONNSS TTRRUUCC TTIIOONN FFOORR RREE VV II EE WW PPUURRPPOO SSEESS OONNLL YYDESIGNED FOR:DESIGNED FOR:PLAN NO:PLAN NO: PAGEPAGE OFOF DRAWN BY:DRAWN BY: REVISIONS/DATE:REVISIONS/DATE: ADDRESS:ADDRESS: SEAL:SEAL: 46 KNOX ROAD46 KNOX ROAD QUEENSBURYQUEENSBURY NEW YORKNEW YORK COPYRIGHT © 2022 BY WILLIAMS & WILLIAMS DESIGNERS.COPYRIGHT © 2022 BY WILLIAMS & WILLIAMS DESIGNERS. ALL RIGHTS RESERVED, ALL WILLIAMS & WILLIAMSALL RIGHTS RESERVED, ALL WILLIAMS & WILLIAMS DESIGNERS' PLANS HAVE BEEN REGISTERED WITH THEDESIGNERS' PLANS HAVE BEEN REGISTERED WITH THE UNITED STATES COPYRIGHT OFFICE, THIS DRAWING IS ANUNITED STATES COPYRIGHT OFFICE, THIS DRAWING IS AN INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED,INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED, REPRODUCED, COPIED, OR USED FOR CONSTRUCTIONREPRODUCED, COPIED, OR USED FOR CONSTRUCTION WITHOUT THE WRITTEN PERMISSION FROM WILLIAMS &WITHOUT THE WRITTEN PERMISSION FROM WILLIAMS & WILLIAMS DESIGNERS. UNAUTHORIZED ALTERATIONS ORWILLIAMS DESIGNERS. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF THE NEWADDITIONS TO THIS DRAWING IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW, ARTICLE 145 SECTIONYORK STATE EDUCATION LAW, ARTICLE 145 SECTION 7209. DO NOT SCALE THESE DRAWINGS. THEY MAY NOT7209. DO NOT SCALE THESE DRAWINGS. THEY MAY NOT BE TO EXACT SCALE. USE ONLY THE DIMENSIONS SHOWN.BE TO EXACT SCALE. USE ONLY THE DIMENSIONS SHOWN. OWNER AND CONTRACTOR SHALL CONSULT ALLOWNER AND CONTRACTOR SHALL CONSULT ALL APPLICABLE BUILDING CODES TO ENSURE THAT PLANSAPPLICABLE BUILDING CODES TO ENSURE THAT PLANS AND DETAILS CONFORM TO ALL REQUIREMENTS. THEYAND DETAILS CONFORM TO ALL REQUIREMENTS. THEY SHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDINGSHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION AND SHALL NOTIFY WILLIAMS &WITH CONSTRUCTION AND SHALL NOTIFY WILLIAMS & WILLIAMS DESIGNERS OF ANY DISCREPANCIES BEFOREWILLIAMS DESIGNERS OF ANY DISCREPANCIES BEFORE WORK IS PERFORMED. WILLIAMS & WILLIAMS DESIGNERSWORK IS PERFORMED. WILLIAMS & WILLIAMS DESIGNERS SHALL NOT BE RESPONSIBLE FOR ANY ADDITIONALSHALL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS OR STRUCTURAL PROBLEMS RESULTING FROMCOSTS OR STRUCTURAL PROBLEMS RESULTING FROM FAILURE TO FOLLOW THESE PLANS AND DETAILS.FAILURE TO FOLLOW THESE PLANS AND DETAILS. TO THE BEST OF OUR KNOWLEDGE, BELIEF, &TO THE BEST OF OUR KNOWLEDGE, BELIEF, & PROFESSIONAL JUDGEMENT, SUCH PLANS &PROFESSIONAL JUDGEMENT, SUCH PLANS & SPECIFICATIONS ARE IN COMPLIANCE WITH THE SPECIFICATIONS ARE IN COMPLIANCE WITH THE 20202020 BUILDING CODE OF NEW YORK STATE & 2020 ENERGYBUILDING CODE OF NEW YORK STATE & 2020 ENERGY CONSERVATION CODE NEW YORK STATE.CONSERVATION CODE NEW YORK STATE. 07/26/2207/26/22JOHN & KATHYJOHN & KATHYARCURIARCURI2553-222553-22 110044 DW/JCBDW/JCB DN THERMATRUTS210-306818080 O.H. DOOR THERMATRUSE210HD-3068FWH3168AR TW30410-29080 O.H. DOORTW202102668266828682868 28682868FWG5068RFWG3368S FWG8068L FWG3368S TW20410401-AEHID403-3180-LTW20410 FWG8068R TW20310TW203102868 2868 406828685068FWG8068L 3068TW20410-2 TW2046-2 DN UP UP INTERCONNECTED SMOKE DETECTOR INTERCONNECTEDSMOKE DETECTOR& CO DETECTOR15'-0"22'-0"15'-0"12'-0"14'-6"3'-7"24'-0"12'-0"11'-0 3/8"36'-0"24'-0"2'-0"6'-0"11'-0"30'-0"10'-8 1/2"12'-3 1/2" 64'-0"51'-6"14'-6 1/2"6'-7"8'-9 1/4"7'-0"3'-9 1/4"21'-6 1/2"4'-2 3/4"7'-0"4'-2 3/4"2'-0"1'-0"14'-0"4'-0"1'-0"28'-6"8'-0"10'-0"6'-5"5'-6"3'-2"11'-1"6'-0"16'-0"56'-6 1/2"39'-7"47'-0 3/8"26'-0"21'-1" 14'-6 1/2"6'-3"2'-0"6'-8"6'-0"3'-10"8'-0"3'-6"3'-6"2'-5 1/2"2'-6 1/2"6'-0"6'-0"2'-6 1/2"2'-0" 5'-0"12'-0"4'-6 1/2" 3'-6"3'-6"3'-0"3'-0"12'-0"12'-0"6'-0"6'-0"12'-0"12'-0"5 1/2"9'-0 3/8"2'-0"6'-6"8'-0"3'-1"3'-5"10'-0"2'-0"7'-8"7'-4"5'-0"6'-0"6'-0"5'-0"7'-3 1/4"7'-8 3/4"2'-0"6'-9"7'-9"12'-0"6'-0"1'-11 1/2"11'-0"15'-6 1/2"5'-0"2'-0"3'-6" 6'-10"2'-0"10'-11 1/2"5'-0"5'-9 1/2"4'-0 1/2"3'-0"5'-6"5'-0"5'-6"5'-5"6'-7"8'-8 1/2"12'-0 1/2"11'-6 1/2"6'-10"47'-0 3/8"64'-0"51'-6"56'-6 1/2"39'-7"26'-0"14'-6"SCREENED PORCH PANTRY LAUND GARAGEBATH WIC LINEN CABINET BENCHPDR MASTER BEDROOM FOYER DECK PORCH DECK KITCHEN DINING REFDWWALLOVENS GREAT ROOM LINE OF FLOOR ABOVE OPEN TO ABOVE OPEN TO ABOVE PORCH SLOPED CEILINGSLOPED CEILING SLOPED CEILINGSLOPED CEILING WASHDRY SCALE: 1/4"=1'-0" FIRST FLOOR PLAN LINE OF FLOOR ABOVE ISLANDGUARD2x6 2x6VENT BATH TO OUTSIDE W/ TIMER VENT PDR TO OUTSIDE W/ TIMER TEMPERED HEAD @ 8'-0" HEAD @ 8'-0"TEMPERED HEAD @ 8'-0" HEAD @ 8'-0" A 7 A 7 A 7 A 7 B 7 B 7 B 7 B 7 C 7 C 7 C 7 C 7 D 7 D 7 D 7 D 7 F 8 F 8 F 8 F 8 HATCHED AREADENOTES DISPLAYSHELF ABOVEG 8 G 8 G 8 G 8 H 8 H 8 H 8 H 8 I 8 I 8 I 8 I 8 J 8 J 8 6x8 COLLAR TIE 6x8 COLLAR TIE 6x8 COLLAR TIE K 8 K 8 K 8 K 8 L 9 L 9 L 9 L 9 M 9 M 9 M 9 M 9 O 9 O 9 O 9 O 9 N 9 N 9 N 9 N 9 **HHAATTCCHHEEDD WWAALLLLSS DDEENNOOTTEE WWAALLLLSS WWIITTHH EEXXTTEERRIIOORR 11"" RR55 RRIIGGIIDD IINNSSUULLAATTIIOONN 8x8 TIMBER POST 8x12 TIMBER HEADER 10x10 TIMBER POST 10x12 TIMBER HEADER 10x12 TIMBER HEADER 10x10 TIMBER POST POST BASE NNOOTT FFOORR CC OONNSS TTRRUUCC TTIIOONN FFOORR RREE VV II EE WW PPUURRPPOO SSEESS OONNLL YYDESIGNED FOR:DESIGNED FOR:PLAN NO:PLAN NO: PAGEPAGE OFOF DRAWN BY:DRAWN BY: REVISIONS/DATE:REVISIONS/DATE: ADDRESS:ADDRESS: SEAL:SEAL: 46 KNOX ROAD46 KNOX ROAD QUEENSBURYQUEENSBURY NEW YORKNEW YORK COPYRIGHT © 2022 BY WILLIAMS & WILLIAMS DESIGNERS.COPYRIGHT © 2022 BY WILLIAMS & WILLIAMS DESIGNERS. ALL RIGHTS RESERVED, ALL WILLIAMS & WILLIAMSALL RIGHTS RESERVED, ALL WILLIAMS & WILLIAMS DESIGNERS' PLANS HAVE BEEN REGISTERED WITH THEDESIGNERS' PLANS HAVE BEEN REGISTERED WITH THE UNITED STATES COPYRIGHT OFFICE, THIS DRAWING IS ANUNITED STATES COPYRIGHT OFFICE, THIS DRAWING IS AN INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED,INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED, REPRODUCED, COPIED, OR USED FOR CONSTRUCTIONREPRODUCED, COPIED, OR USED FOR CONSTRUCTION WITHOUT THE WRITTEN PERMISSION FROM WILLIAMS &WITHOUT THE WRITTEN PERMISSION FROM WILLIAMS & WILLIAMS DESIGNERS. UNAUTHORIZED ALTERATIONS ORWILLIAMS DESIGNERS. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF THE NEWADDITIONS TO THIS DRAWING IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW, ARTICLE 145 SECTIONYORK STATE EDUCATION LAW, ARTICLE 145 SECTION 7209. DO NOT SCALE THESE DRAWINGS. THEY MAY NOT7209. DO NOT SCALE THESE DRAWINGS. THEY MAY NOT BE TO EXACT SCALE. USE ONLY THE DIMENSIONS SHOWN.BE TO EXACT SCALE. USE ONLY THE DIMENSIONS SHOWN. OWNER AND CONTRACTOR SHALL CONSULT ALLOWNER AND CONTRACTOR SHALL CONSULT ALL APPLICABLE BUILDING CODES TO ENSURE THAT PLANSAPPLICABLE BUILDING CODES TO ENSURE THAT PLANS AND DETAILS CONFORM TO ALL REQUIREMENTS. THEYAND DETAILS CONFORM TO ALL REQUIREMENTS. THEY SHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDINGSHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION AND SHALL NOTIFY WILLIAMS &WITH CONSTRUCTION AND SHALL NOTIFY WILLIAMS & WILLIAMS DESIGNERS OF ANY DISCREPANCIES BEFOREWILLIAMS DESIGNERS OF ANY DISCREPANCIES BEFORE WORK IS PERFORMED. WILLIAMS & WILLIAMS DESIGNERSWORK IS PERFORMED. WILLIAMS & WILLIAMS DESIGNERS SHALL NOT BE RESPONSIBLE FOR ANY ADDITIONALSHALL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS OR STRUCTURAL PROBLEMS RESULTING FROMCOSTS OR STRUCTURAL PROBLEMS RESULTING FROM FAILURE TO FOLLOW THESE PLANS AND DETAILS.FAILURE TO FOLLOW THESE PLANS AND DETAILS. TO THE BEST OF OUR KNOWLEDGE, BELIEF, &TO THE BEST OF OUR KNOWLEDGE, BELIEF, & PROFESSIONAL JUDGEMENT, SUCH PLANS &PROFESSIONAL JUDGEMENT, SUCH PLANS & SPECIFICATIONS ARE IN COMPLIANCE WITH THE SPECIFICATIONS ARE IN COMPLIANCE WITH THE 20202020 BUILDING CODE OF NEW YORK STATE & 2020 ENERGYBUILDING CODE OF NEW YORK STATE & 2020 ENERGY CONSERVATION CODE NEW YORK STATE.CONSERVATION CODE NEW YORK STATE. 07/26/2207/26/22JOHN & KATHYJOHN & KATHYARCURIARCURI2553-222553-22 110055 DW/JCBDW/JCB DN DN THERMATRUSE210HD-3068TW30410-2TW30410-2 28682868TW30410-2AFFW5035 TW30410-2DHP30310 AFFW804 DHP30310 2868 TW3046-2 40682468 ACCESS15'-0"22'-0"15'-0"12'-0" 4'-9 1/4"8'-0"2'-2 3/4"12'-0"11'-0" 3'-8 3/4"8'-0"3'-3 1/4" 12'-3"2'-0"11'-0"8'-0"28'-6"9'-2 1/2"24'-0"12'-0"5'-3"5'-3"52'-0" 15'-0"22'-0"15'-0" 64'-0"12'-0"12'-0"26'-0"12'-0"12'-0"11'-0 3/8"24'-0"14'-3"14'-3"4'-0"4'-0"4'-0"4'-0"5'-0"6'-0"6'-0"5'-0" 11'-0"11'-0"7'-11 1/2"6'-11 1/2"1'-0"8'-5 1/2"8'-0"4'-5 1/2"3'-0"11'-8 3/8"36'-6"SLOPED CEILINGSLOPED CEILING SLOPED CEILINGSLOPED CEILING DISPLAYSHELFSLOPED CEILINGSLOPED CEILINGSLOPED CEILING6'-8" HIGH WALL 6'-8" HIGH WALL BED- ROOM #2 BED- ROOM #3 BATH ROOF BELOW ROOF BELOW ROOF BELOW OPEN TO GREAT ROOM BELOW OPEN TO FOYER BELOW SCALE: 1/4"=1'-0" SECOND FLOOR PLANUNFINISHEDSTORAGE 8x12 COLLAR TIE 8x12 COLLAR TIE 8x12 COLLAR TIE 8x12COLLAR TIE8x12COLLAR TIE8x12 COLLAR TIE 8x12 COLLAR TIE 8x12 COLLAR TIE 8x12 COLLAR TIE ATTIC ATTIC E 7 E 7 E 7 E 7 A 7 A 7 A 7 A 7 F 8 F 8 F 8 F 8 G 8 G 8 G 8 G 8 L 9 L 9 L 9 L 9 M 9 M 9 M 9 M 9 N 9 N 9 N 9 N 9 I 8 I 8 I 8 I 8 J 8 J 8 **HHAATTCCHHEEDD WWAALLLLSS DDEENNOOTTEE WWAALLLLSS WWIITTHH EEXXTTEERRIIOORR 11"" RR55 RRIIGGIIDD IINNSSUULLAATTIIOONN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN THERMATRU THERMATU BOWMAN KEMP CONTRACTOR/OWNER TO VERIFY ALL WINDOW & DOORS PRIOR TO ORDERING. WINDOWS MUST HAVE CHILD PROOF LOCKS TO PREVENT WINDOWS FROM OPENING MORE THAN 4" WHEN WINDOW SILL IS LESS THAN 24" ABOVE FINISHED FLOOR AND/OR 72" ABOVE THE OUTSIDE GRADE. A BASEMENT EGRESS WINDOW MUST BE PROVIDED WHEN HEADROOM IS GREATER THAN 6'-4". SERIES/ MODEL # NOTES *ALL WINDOWS & DOORS TO HAVE LOW E ARGON FILLED GLASS WIDTH WINDOW & DOOR SCHEDULE MANUFACTURER PLAN UNIT NO. STYLE ROUGH OPENING SQ. FT. GLASS/ VIS. LIGHT SQ. FT. VENT SQ. FT. CLEAR OPENING EGRESS CLEAR OPENING/ EGRESS QTY.U-VALUE WIDTH HEIGHT NATURAL LIGHT AND VENTILATION REQUIREMENTS W/ EGRESS HABITABLE ROOM AREA SQ. FT. 8% LIGHT HEIGHT REQ.ACT. 4% VENT EGRESS REQ.REQ.ACT.ACT. MECH=MECHANICAL LOCATION SHGC DHP30310 AFFW5035 AFFW804 TW20210 TW20310 TW2046-2 TW20410 TW20410-2 TW3046-2 TW30410-2 FWH3168AR FWG3368S FWG5068R FWG8068R FWG8068L 401-AEHID403-3180-L TS210-3068 SE210HD-3068 4040 400 400 400 400 400 400 400 400 400 400 400 400 400 400 400 TRADITIONS STEEL ENTRANCEWAYS FIRE DOOR EASY WELL FIX FIX FIX DH DH DH DH DH DH DH HNG FIX SGD SGD SGD HNG HNG HNG GW 3'-2 1/8" 4'-11 3/4" 7'-11 5/8" 2'-2 1/8" 2'-2 1/8" 4'-4 1/8" 2'-2 1/8" 4'-4 1/8" 6'-4 1/8" 6'-4 1/8" 3'-1" 3'-2 3/4" 5'-0" 8'-0" 8'-0" 71 11/16" 38 1/2" 37" SEE MFG 4'-0 7/8" 4'-0 5/8" 5'-0 5/8" 3'-0 7/8" 4'-0 7/8" 4'-8 7/8" 5'-0 7/8" 5'-0 7/8" 4'-8 7/8" 5'-0 7/8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 82 1 /2" 82 1/2" 81 3/8" SEE MFG 9.38 16.7 34.1 3.68 5.26 12.62 6.84 13.68 20.62 22.34 10.96 11.89 18.52 34.30 34.30 ~ ~ ~ 6.72 ~ ~ ~ 2.08 3.04 7.3 3.91 7.82 28.25 12.10 16.11 ~ 11.58 21.00 21.00 19.15 ~ ~ 6.72 ~ ~ ~ 2.10 3.09 3.70 3.93 3.93 5.72 6.07 16.11 ~ 11.58 21.00 21.00 19.15 ~ ~ 12.69 ~ ~ ~ 21 7/8 21 7/8 21 7/8 21 7/8 21 7/8 33 7/8 33 7/8 30 13/16 ~ 22 1/8 40 1/8 40 1/8 32 13/16 ~ ~ ~ ~ ~ ~ 13 3/4 20 1/4 24 1/4 25 3/4 25 3/4 24 1/4 25 3/4 75 1/4 ~ 75 3/8 75 3/8 75 3/8 34 7/8 ~ ~ ~ 2 1 1 1 2 1 2 1 1 5 1 2 1 1 2 1 2 1 1 OPEN TO GREAT ROOM OPEN TO FOYER OPEN TO GREAT ROOM LAUNDRY MASTER BEDROOM KITCHEN STAIRS, PDR BATH BEDROOM #2 BED.#3, BED.#2, UNFIN. STORAGE, GARAGE HALL GREAT ROOM DINING MASTER BEDROOM GREAT ROOM, DINING FOYER GARAGE, UNFIN STORAGE MUD HALL BASEMENT .29 .28 .28 .30 .30 .30 .30 .30 .30 .30 .30 .30 .30 .30 .30 .32 .14 .14 .29 .33 .33 .33 .28 .28 .28 .28 .28 .28 .28 .24 .26 .26 .26 .26 .14 .01 .01 .24 TEMPERED 1-TEMPERED MASTER BEDROOM GREAT ROOM DINING/KITCHEN BEDROOM #2 BEDROOM #3 203 337 343 190 203 16.24 26.96 27.44 15.2 16.24 44.82 58.08 52.82 42.96 22.34 8.12 13.48 13.72 7.6 8.12 27.08 21.00 32.58 40.35 12.10 5.7 ~ ~ 5.7 5.7 21.00 21.00 21.00 6.07 6.07 NNOOTT FFOORR CC OONNSS TTRRUUCC TTIIOONN FFOORR RREE VV II EE WW PPUURRPPOO SSEESS OONNLL YYDESIGNED FOR:DESIGNED FOR:PLAN NO:PLAN NO: PAGEPAGE OFOF DRAWN BY:DRAWN BY: REVISIONS/DATE:REVISIONS/DATE: ADDRESS:ADDRESS: SEAL:SEAL: 46 KNOX ROAD46 KNOX ROAD QUEENSBURYQUEENSBURY NEW YORKNEW YORK COPYRIGHT © 2022 BY WILLIAMS & WILLIAMS DESIGNERS.COPYRIGHT © 2022 BY WILLIAMS & WILLIAMS DESIGNERS. ALL RIGHTS RESERVED, ALL WILLIAMS & WILLIAMSALL RIGHTS RESERVED, ALL WILLIAMS & WILLIAMS DESIGNERS' PLANS HAVE BEEN REGISTERED WITH THEDESIGNERS' PLANS HAVE BEEN REGISTERED WITH THE UNITED STATES COPYRIGHT OFFICE, THIS DRAWING IS ANUNITED STATES COPYRIGHT OFFICE, THIS DRAWING IS AN INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED,INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED, REPRODUCED, COPIED, OR USED FOR CONSTRUCTIONREPRODUCED, COPIED, OR USED FOR CONSTRUCTION WITHOUT THE WRITTEN PERMISSION FROM WILLIAMS &WITHOUT THE WRITTEN PERMISSION FROM WILLIAMS & WILLIAMS DESIGNERS. UNAUTHORIZED ALTERATIONS ORWILLIAMS DESIGNERS. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF THE NEWADDITIONS TO THIS DRAWING IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW, ARTICLE 145 SECTIONYORK STATE EDUCATION LAW, ARTICLE 145 SECTION 7209. DO NOT SCALE THESE DRAWINGS. THEY MAY NOT7209. DO NOT SCALE THESE DRAWINGS. THEY MAY NOT BE TO EXACT SCALE. USE ONLY THE DIMENSIONS SHOWN.BE TO EXACT SCALE. USE ONLY THE DIMENSIONS SHOWN. OWNER AND CONTRACTOR SHALL CONSULT ALLOWNER AND CONTRACTOR SHALL CONSULT ALL APPLICABLE BUILDING CODES TO ENSURE THAT PLANSAPPLICABLE BUILDING CODES TO ENSURE THAT PLANS AND DETAILS CONFORM TO ALL REQUIREMENTS. THEYAND DETAILS CONFORM TO ALL REQUIREMENTS. THEY SHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDINGSHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION AND SHALL NOTIFY WILLIAMS &WITH CONSTRUCTION AND SHALL NOTIFY WILLIAMS & WILLIAMS DESIGNERS OF ANY DISCREPANCIES BEFOREWILLIAMS DESIGNERS OF ANY DISCREPANCIES BEFORE WORK IS PERFORMED. WILLIAMS & WILLIAMS DESIGNERSWORK IS PERFORMED. WILLIAMS & WILLIAMS DESIGNERS SHALL NOT BE RESPONSIBLE FOR ANY ADDITIONALSHALL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS OR STRUCTURAL PROBLEMS RESULTING FROMCOSTS OR STRUCTURAL PROBLEMS RESULTING FROM FAILURE TO FOLLOW THESE PLANS AND DETAILS.FAILURE TO FOLLOW THESE PLANS AND DETAILS. TO THE BEST OF OUR KNOWLEDGE, BELIEF, &TO THE BEST OF OUR KNOWLEDGE, BELIEF, & PROFESSIONAL JUDGEMENT, SUCH PLANS &PROFESSIONAL JUDGEMENT, SUCH PLANS & SPECIFICATIONS ARE IN COMPLIANCE WITH THE SPECIFICATIONS ARE IN COMPLIANCE WITH THE 20202020 BUILDING CODE OF NEW YORK STATE & 2020 ENERGYBUILDING CODE OF NEW YORK STATE & 2020 ENERGY CONSERVATION CODE NEW YORK STATE.CONSERVATION CODE NEW YORK STATE. 07/26/2207/26/22JOHN & KATHYJOHN & KATHYARCURIARCURI2553-222553-22 110066 DW/JCBDW/JCB