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Application and Maps PAUL E.PONTIFF BARTLETT,PONTIFF, STEWART & RHODES,P.C. JAMES R.BURKETT ALAN R.RHODES STEFANIE DILALLO BITTER ROBERT S.MCMILLEN ATTORNEYS AT LAW KARLA WILLIAMS BUETTNER PHILIP C.MCINTIRE P.O.BOX 2168 ELISABETH B.MAHONEY MARK A.LEBOwiTz ONE WASHINGTON STREET JOHN D.WRIGHT J.LAWRENCE PALTROWITZ JESSICA HUGABONE VINSON MALCOLM B.O'HARA GLENS FALLS,NEW YORK 12801-2168 PATRICIA E.WATKINS RICHARD J.BARTLETT MARK E.CERASANO 1926-2015 BRUCE O.LIPINSKI TELEPHONE(518)792-2117 ROBERT S.STEWART PAULA NADEAU BERUBE FAX(518)792-3309 1932-2001 JONATHAN C.LAPPER EMAIL infonbpsriaw.com BERTRAM J.DUBE BENJAMIN R.PRATT,JR WEBSITE www.bpsriaw.com 1916-1999 EILEEN M.HAYNES SERVICE BY FACSIMILE NOT ACCEPTED March 15, 2017 Steve Traver, Chairman Planning Board Town of Queensbury 742 Bay Road Queensbury,NY Steve Jackoski, Chairman Zoning Board of Appeals Town of Queensbury 742 Bay Road Queensbury,NY Re: 3300 State Route 9L Dear Members of the Zoning Board of Appeals and Planning Board, Enclosed please find the application of Dark Bay Properties, LLC (hereinafter "DBP") and Lawrence Davis(hereinafter"Davis"),requesting a variance for a boundary line adjustment between DBP parcel,SBL 239.18-1-27.1,and Davis parcel,SBL 239.18-1-27.2 as well as a shared driveway. The adjustment would increase Davis'0.22 acre lot to 0.81 acres,providing for greater side setbacks to construct a single family residence on the lot as well as a shared curb cut in an effort to minimize the impact on traffic on State Route 9L.The proposed lot would also have a 60 foot non-disturbance covenant from the eastern property line as agreed to by Davis and his neighbor to the east, Charles C. Freihofer, III (see exhibit marked "S2" attached to the application). Davis'existing parcel provides for unique buildable lot which would only benefit from the proposed variance by reducing the impact on not only the neighborhood but also Mr.Freihofer's privacy given the narrow dimension and size of the lot (SBL 239.18-1-27.2) as it currently exists (see exhibit marked "S1" attached to the application). The proposed boundary line adjustment would have the same environmental impact as the existing lot but would allow the parcel to conform to the majority of the lots in the neighborhood, thus adding to the essential character and appearance of the neighborhood. As such,the area variance requested within this application would not only prevent Queensbury Planning Board and Zoning Board of Appeals 480248.1 March 15, 2017 Page 2 an undesirable change to the character of the neighborhood but it would actually add to said character by allowing a lot that substantially conforms to the size and dimensions of the majority of the surrounding parcels. Relief is requested for the two parcels having non-conforming lot areas, where 2-acres is required per Chapter 179-3-040 (5) of the zoning code, where 2-acres of minimum lot size is required. In addition,relief is requested from Chapter 147-111(3) (c) [4] where 100-ft of horizontal separation is required between a stormwater recharge area and a subsurface wastewater treatment system. As the stormwater management devices are downgradient from the wastewater absorption field and an enhanced treatment wastewater system is proposed,the SMPs will not have an adverse impact upon the wastewater system. Very truly yours, BARTLETT, PONTIFF, STEWART & RHODES, P.C. '�x UD By: Jathan C. Lapper, Esq. D ect#: (518)832-6434 Direct Fax#: (518)824-1034 Direct E-Mail:icLgbpsrlaw.com JCL: Cc: Greg Teresi, Esq. Lucas Dobie AREA VARIANCE 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) 761-8238 for appointment. 2) Submittal of complete application: 1 original & 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 supplied. 5) Submittal to the Warren County Planning Department, if applicable. 6) Zoning Board meeting, generally the third and fourth Wednesday 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 plans/drawings must be provided for the next phase of review. If your application was denied your project cannot proceed as submitted. Documentation Requirements: Please submit 1 original and 14 copies of the completed application package to include: o Completed Application: all pages completed, signed & dated o Pre-Submission Meeting Notes: signed by staff& applicant/agent o Denial Letter: from the Zoning Administrator o Waiver Request: request for a waiver from the applicant regarding submission requirements. o Copy of Deed o Survey: stamped, dated & signed o Fee Zonina staff& Contact Information Craig Brown, Director of Planning, Zoning & Code Compliance craigb@gueensburv.net Laura Moore, Land Use Planner Imoore@gueensbury.net Sue Hemingway, Office Specialist (518) 761-8238 suehCo7gueensbuy.net Visit our website at www.queensbury.net for further information and forms. 0 Area Variance Revised March 2014 Town of Queensbury-Zoning Office-742 Bay Road-Queensbury, NY 12804.518-761-8238 General Information Tax Parcel ID Number: 239.18-1-27.1, 27.2 Zoning District: WATERFRONT RESIDENTIAL(WR) Detailed Description of Project [includes current& proposed use]: Boundary line adjustment,construct new singe family residence upon vacant lot(27.2)and shared curb cut to minimize traffic impact. This is an alternative to building a single family residence on vacant lot(27.2]as it presently exists(0.22 acre)which would not require a lot size variance but easterly neighbor feels would be an impact and additional curb cut. Location of project: 3300 STATE RT.9L-LAKE GEORGE Applicant Name: GREGORY TERESI,Member Address: 3300 State Route 9L Dark Bay Properties,LLC Lake George,New York 12845 Home Phone Cell: 518-225-6523 Work Phone (518)543-5291 ex 1 Fax (518)543-5290 E-Mail. GREG@TERESILITTLE.COM Agent's Name: HUTCHINS ENGINEERING Address: 169 HAVILAND ROAD QUEENSBURY NY 12804 BPSR-JON LAPPER -Gell— 1 WASHINGTON AVE GLENS FALLS,NY 12801 Work Phone (518)745-0307-HUTCHINS Fax (518)792-8511 (518)832-6434-LAPPER E-mail HUTCH: THUTCHINS@HUTCHIN,ENGINEERING.COM LAPPER:JCL@BPSRLAW.COM Owner's Name Address 300 Three Island Blvd LAWRENCE DAVIS Hallandale Beach,FL 33009 Home Phone { Cell 1 518-368-7500 Work Phone Fax E-mail larry.davis@commsoft.net 1 Area Variance Revised March 2014 Town of Queensbury•Zoning Office•742 Bay Road•Queensbury, NY 12804•518-761-8238 Site Development Data for SBL 239.18-1-27.1 Area/Type Existing sq. ft. Proposed Total sq. ft. Additions . ft. A. Building footprint 2870 - 2870 B. Detached Garage 490 - 490 C. Accessory Structure(s) D. Paved, gravel or other hard surfaced area 4740 (390) 4350 E. Porches/Decks 355 - 355 F. Other (Gazebo) 170 - 170 G. Total Non-Permeable [Add A-F] 8625 - 8235 H. Parcel Area [43,560 sq.ft./acre] 69,355 25,729 0M 43,540 I. Percentage of Impermeable Area of Site [I=G/H] 12.4% 18.9% Setback Requirements Area Required Existing Proposed Front [1] 30 19.1 (Garage) 19.1 Front[2] Shoreline 75 29.2 (deck mainhouse) 29.2 Side Yard [1] 25 215.8 (eastern house) 29.1(with boundry line Eastern adjust en Side Yard [2] 25 66(cabin) 66 Western Rear Yard [1] 30 Rear Yard [2] Travel Corridor Height [max] 28 28' Permeability 75% 87.6% 81.1% (with boundry lin No. of parking spaces �4 Site Plan Review application—Revised October 2016 Town of Queensbury Planning Office-742 Bay Road,Queensbury,NY 12804 Site Development Data for SBL 29.18-1-27.2 Area/Type Existing sq. ft. Proposed Total sq. ft. Additions . ft. A. Building footprint - 1080 1080 B. Detached Garage C. Accessory Structure(s) _ D. Paved, gravel or other hard surfaced area _ 1215 1215 E. Porches/Decks - 255 255 F. Other _ G. Total Non-Permeable [Add A-F] 0 2250 2250 H. Parcel Area [43,560 sq. ft./acre] 9367 25,729 35,082 I. Percentage of Impermeable Area of Site [I=G/H] 100 7.3% Setback Requirements Area Required Existing Proposed Front [l] 30 - 50.4 Front[2] Shoreline 75 - 75.3 Side Yard [1] 25 - 122.1 Eastern Side Yard [2] 25 - 30.8 Western Rear Yard [1] 30 Rear Yard [2] Travel Corridor Height[max] 28 28 Permeability 75% 92.7% No. of parking spaces �R Site Plan Review application—Revised October 2016 Town of Queensbury Planning Office-742 Bay Road,Queensbury,NY 12804 Additional Protect Information for SBL 239.18-1-27.1 1. Will the proposal require a Septic Variance from the Town Board of Health? No 2. If the parcel has previous approvals, list application number(s): 4-2008 3. Does this project require coverage under the New York State Pollutant Discharge Elimination System (SPDES) Permit Program ? No 4. Estimated project duration: Start Date Summer 2017 End Date Spring 2018 5. Estimated total cost of project: $500,000 7z,7M- 6. Total area of land disturbance for project: _0.30 Acres. r�(. Floor Area Ratio Worksheet -AFTER Boundry Line Adjustment 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/Cl 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 MK 43,040 sq. ft. B. Existing Floor Area 6,790 sq. ft. see above definition C. Proposed Additional Floor Area sq. ft. D. Proposed Total Floor Area 6,790 sq. ft. E. Total Allowable Floor Area 9,598 (Area x 0. see above table *If D is larger than E. a variance or revisions to your plan may be needed. Consult with Staff. Site Plan Review application—Revised October 2016 314 Town of Queensbury Planning Office-742 Bay Road,Queensbury,NY 12804 Additional Pro'ect Information for SBL 239.18-1-27.2 1. Will the proposal require a Septic Variance from the Town Board of Health? No 2. If the parcel has previous approvals, list application number(s): 4-2008 3. Does this project require coverage under the New York State Pollutant Discharge Elimination System (SPDES)Permit Program 4. Estimated project duration: Start Date Summer 2017 End Date Spring 2018 5. Estimated total cost of project: $500.000 7WG 6. Total area of land disturbance for project: 0.30 Acres 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/Cl 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 35,082 sq. ft. B. Existing Floor Area - sq. ft. see above definition] C. Proposed Additional Floor Area 1,810 sq. ft. D. Proposed Total Floor Area 1,810 sq. ft. E. Total Allowable Floor Area 7,721 Area x 0.22 ) see above table *If D is larger than E. a variance or revisions to your plan may be needed. Consult with Staff. TO Site Plan Review application—Revised October 2016 Town of Queensbury Planning Office-742 Bay Road,Queensbury,NY 12804 Compliance with Zoning Ordinance Requesting relief from SECTION: 179-4-040 Need relief from the requirement(s) listed below which can not be met by the project as proposed. [Check all that apply] ❑ Setback ❑ Buffer Zone 61Lot Width 9 Other ROAD FRONTAGE ACCESS The following questions reflect the criteria for granting this type of variance. Please complete them; use additional sheets if needed. 1. Whether an undesirable change will be produced in the character of the neighborhood or a detriment to nearby property will be created by the granting of this area variance? The variance will allow the single family residence to be constructed with greater setbacks than currently exist on lot 27.2 thus the variance would enhance the character of the neighborhood and nearby properties. The variance also allow the use of the existing curb cut on lot 2 7.11 thus eliminate the need for an additional curb cut on Rt 9L. 2. Whether the benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance? A single family residence can be constructed on lot 27.2 as it currently exists but it will be more of an impact on the neighborhood. 3. Whether the requested area variance is substantial? No because the same total lot area will be utilized for the proposed development regardless of the variance but the variance will allow the single family residence to be constructed in a more beneficial location with sreater setbacks from the neighbors. 4. Whether the proposed variance will have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district? No because the variance will comply with all set back regulations as well as conform with all septic system requirements and implement a stormwater management facility. _ 5. Whether the alleged difficulty was self-created? Lot 27.2 was created prior to the enactment of the zoning regulations for the Town as such that the lot width was not self-created. 4 Area Variance Revised March 2014 Town of Queensbury•Zoning Office•742 Bay Road• Queensbury, NY 12804.518-761-8238 Submittal of a stamped and signed SURVEY MAP depicting existing and proposed conditions shall include the items as noted below. A. GENERAL SHEET# 1 Title, Name,Address of applicant&person responsible for preparation of drawing S1— 56 2 Deed ATTACHED 3 North arrow,Tax Map ID, date prepared and scale[minimum 1 In. =40 ft.] S1"S* 4 Boundaries of the property plotted to scale,zoning boundary S1- 5Z 5 Principal structures, accessory structures with exterior dimensions S1, 6 Site improvements incl. outdoor storage areas, driveways, parking areas,etc.: existing&proposed S1,S* 7 Setbacks for all structures and improvements: existing&proposed S+,-32--5 5- 8 Elevations and floor plans of all proposed and affected structures ARCH B. WATER&SEWER SHEET# 1 Project sewage disposal facilities, design details, construction details, flow rates, and number of bedrooms S_-5,4-� proposed ' 2 Water supply [i.e. well] & septic on adjoining lots with separation distances to existing or proposed on-site S4 water supply and septic S2-,5-3- 3 Separation distances for proposed sewage disposal system to well and water bodies s@ 54-51S 4 Existing public or private water supply [well, lake, etc.]. Method of securing public or private water, location, design and construction of water supply including daily water usage 5 Percolation test location and results S29 C. PARKING/PERMEABLE AREAS SHEET# 1 Number of spaces required for project including calculations and justification: existing!&proposed S1,S4 2 No. of existing parking spaces, number to be removed, number to maintain and type of surfacing material S3 [e.g.,gravel,paved] 5*'S+ 3 Provision for pedestrian and handicap access and parking: existing&proposed 53 OS* 4 Design details of ingress, egress,loading areas and cutting: existing&proposed 53 S&,S+ 5 Location and character of green areas [existing and proposed], modification to green area, buffer zone to S3 SCM remain undisturbed S4 6 Lighting, location and design of all existing and proposed outdoor lighting TYPICAL RESID 7INTIAL LIGHTING D. ADDITIONAL SITE DEVELOPMENT AND MISCELLANEOUS SHEET# 1 On-site&adjacent watercourses, streams, rivers, lake and wetlands S1,S2 2 Utility/energy distribution system[gas, electric,solar,telephone]: existing&proposed S1,S* 3 Location, design and construction details of all existing and proposed site improvements including: drains, S1,S* culverts, retaining walls,fences,fire&emergency zones and hydrants,etc. 4 Square footage of bldg. area proposed for office, manufacturing, retail sales or other commercial activities: RESIDENTIAL existing&proposed e Signage: Location, size, type,design and setback: existing&proposed RESIDENTIAL f Waiver Request: provide letter with application requesting any waivers: please reference specific items NONE 91 Commercial/Industrial Development requires submission of Landscaping, Stormwater Management, Grading RESIDENTIAL,S2$ &Lighting Plans h Identification of Federal, State or County permits required for the project together with a record of application for all necessary permits NONE 5 Area Variance Revised March 2014 Town of Queensbury•Zoning Office•742 Bay Road•Queensbury, NY 12804.518-761-8238 Area Variance [ZBA approved: September 21 20161 1. Applicant Name: Grc e C� I, 2. Tax Map lD i Location; 3. Zoning Classification �� e.e < <�21 J, t-oe C.Ut''US I`S 4. Reason for Reviely; ��A.c,J �t{tC�� i f L[,,,ryy-, _�SCJ+ � — 5. ZoIli n r Section #: — �' IC) 6. 11rc-Submission Meeting Nolcs: Provided Outstanding, Please provide by Deed General Information complete Site Development Data Complete Setback Requirements Complete Additional Project Information Complete FAR addressed Compliance with Zoning Ordinance Checklist items addressed Environmental Form completed Signature Page completed L C -e c.t YS- ) F(J,, t� l.l_, { �(111�4 �� l� " !_ r �C i /7ClLJ(�fG( � uQ�7, l S 2 c:, [r 00 -4 44 n. CA C— r p i- �► C /t� d p C ` , r rl _U c Staff Representative: +� (%A D ° I- licant/A l PP Date:Agent: a g Page 6 �rtiW�fi �L�11 OWNER'S AGENT FORM: Complete the following if the dWNgR of the property is not the some as the applicalit Owner: I.A F-NCEDAVIS Designates: N it RINS ENG,BPSR-)ON LAPPER ^ Asagent Mgarding: J Variance J Site Plain Supdivision For TaXMap'No,- 239.:18 sectio 1 Block 27.2 L9t OL-ed Refer nc . 5390 Boo 176 Page o7115/16_�pjg dt'li'[NER S„IOIATURE„ DATE. . 3115/Z,017 APPLICANT'S'AGENT FOM-. Complete the following if the APPLICANT is unable to attend the meeting or Wishds to be reptesented by another party: Owner: GREGORY TERES3 Dark Bay Properties,LLC Dosignalee:• HUTCHINS ENG,BPSR- ON LAPPER As agent regarding;, J Variances J :$ile Plan ;Subd-ivision )=or Tax Map'hlo.: 239.18 ,SectiorT 1 J31cyck 27.2 Lqt Deed Reference: 5390 Book 176 .page 07/15/16 pate APPLICANT SIGNATURE. DATE: 3/15/2017 2.) ENGINEERING FEE DISCLO E: Applications may be referred to the Town-consulting engineer for review of septic design, storm drainage, etc. as f tei-mined by the Zzning or Manning Department. Fees for engineering review services will be charged directly to theapplicaril. Fees for engineering revlex%kill not exceed$'1,040 without nofifcetion to.the applicant. 3-) AUTHORfZATiON FOR SITZ;VlS T$: 'By,signing't)tis page and psipmittingThe applljWion mateflais attached herein,the Owner, Applicant, and J islherltbelr agent(s) hereby authorize the Zoning Efoard or Planntng Board and Town Staff;to enter the subject properties for the purpoge of reviewing the pppiication-suhmitted. 4.) 21HERIfRMIT RESPONSISILITi 9: Other permits may be required for construction or alteration activity subsequent to approval by the Zoning Board or Planning Board. Itis the applicant's tesponsibility to•obtain any additional permits- 5J OFFICIAL MEETINO MINUTES DISCLOSWRIE, it is the pra0ce of the Communit)�Development Department to have a designated sten'ograp$0r1apQ recorid the piroreedld0a Qf mpetltrgd rasuiting 3rom;applidation,and iminuZes transcribed from those tapes constitutes the officlaf rapor,& t~a0 protKe'edings, 6.) AGREEMENT TO PROVIDE DOCUMENT&TION RE 13lREl]: 1, the undersigrie'd, have tirtiroughiy read and understand the Instructions for submission and agree 10 the submission requirements, I acknowledge no construction activities shall be commenced prior to Issuance 'of a valid permit. I certity that the application, plans and supporting materials are a true ,rid complete statemenlldescription of the existing conditions and the work proposed, and that all work will be performed in accordance with the approved plans and in epnforrnanre with local zoning regulations. I acknowledge that prior to ocCupying the facilities proposed, t or my agents,will obtain a certificate of occupancy as necessary. i also understand that ifvvl�-may be required to provide an as-built survey by a licensed land surveyor of all newly constructed fedlities prior to imoante of a certificate'01 occupancy I have read and agree iia the above, �.,-r GREGORYTERESi 3/15/2017 Sig tar -[R�' ani!] Print Name [Applicant] Date signed &TH"A"UTCHW,P.E. �, LE, 17 �fnatUre[Agent] Print Name [Agdnt) Date sigped 7 Area'r/ariance'Revised March 20'14 Town of Queensbury Zonwg Office-742 Bay Road-Queensbury, NY 12804.518-761-8238 WARREN COUNTY—STATE OF NEW YORK .f, PAMELA J.VOGEL, COUNTY CLERK 1340 STATE ROUTE 9, LAKE GEORGE,NEW YORK 12846 COUNTY CLERK'S RECORDING PAGE ***THIS PAGE IS PART OF THE DOCUMENT—DO NOT DETACH*** BOOK/PAGE: 5390 / 176 INSTRUMENT #: 2016-4634 Receipt#: 2016405311 Clerk: TR Rec Date: 07/15/2016 12 : 51: 54 PM Doc Grp: RP Descrip: DEED Num Pgs: 3 c Red Frm: GREGORY TERESI Partyl: DAVIS LAWRENCE A Partyl : DARK BAY PROPERTIES LLC Town: QUEENSBURY WARNING*** I hereby certify that the within and foregoing was recorded in the Warren County Clerk's Office, Record and Return TO: State of New York. This sheet constitutes the Clerks endorsement required by Section 316 of the Real Property Law of the State of New York GREGORY TERESI 21 COLVIN AVENUE Pamela I. Vogel ALBANY NY 12206 Warren County Clerk WARRANTY DEED THIS INDENTURE, made July 1, 2016, between Lawrence A. Davis, residing at 9900 South Ocean Drive, Jensen Beach, Florida 34957,party of the first part, and Dark Bay Properties,LLC, with a principal place of business at 21 Colvin Avenue, Albany, New York 12206,parties of the second part. Witnesseth that the party of the first part, in consideration of ONE and 00/100----Dollars ($1.00) lawful money of the United States, and other good and valuable consideration paid by the party of the second part, does hereby grant and release unto the party of the second part, its heirs and assigns forever, all THAT CERTAIN LOT, PIECE OR PARCEL OF LAND, with the buildings thereon, situated in the County of Warren, Town of Queensbury and State of New York, known, distinguished, bounded and described as follows: BEGINNING at a point marked by an iron pipe found on the northern boundary of the approximate highway bounds of New York State Route No. 9L which point is the southwesterly corner of lands conveyed herein and running the following eight(8: courses and distances- (1) Noilh 06 degrees 49 minutes 00 seconds cast a distance of 86.33 feet along a stone wall and the western boundary of lands conveyed herein to a point marked by an iron pipe found a distance of 15 feet,more or less, from the shoreline of Lake George;then (2) North 06 degrees 49 minutes 00 seconds east a distance of 15 feet,more or less,to the shoreline of Lake George;then (3) Along the shoreline of Lake George as it winds and turns easterly a distance of 508 feet,more or less,to the most northeasterly point of the parcel conveyed herein;then (4) South 31 degrees 40 minutes 01 seconds east a distance of I I feet,more or less,to a point(being a point marking one end of a tie line having a course and distance of north 87 degrees 19 minutes 00 seconds east a distance of 491.14 feet); then (5), South 06 degrees 35 minutes 00 seconds west a distance of 179.33 feet,more or less,to a point for a comer along the northerly boundary of the approximate highway bounds of New York State Route No,9L, to a point;then (6) North 81 degrees 07 minutes 45 seconds west a distance of 336,66 feet along the aorthem boundary of the approximate highway bounds of New York State Route No.9L,to a point;then (7) North 81 degrees 32 minutes 15 seconds west a distance of 94.72 along the northern boundary of the approximate highway bounds of New York State Route No.9L to a point;then (8) North 86 degrees 12 minutes 28 seconds west a distance of 54.09 feet along the northern boundary line of the approximate highway bounds of New York State Route No. 9L to a point for a corner marked by an iron pipe found and the point and place of beginning. Together with all that lands lying north of the above parcel and south of the mean low water line and lying south of the above parcel and north of the actual boundary line of New York State Route No.91., Being the same premises conveyed to the party of the first part by deed dated July 15, 2015 and recorded in the Warren County Clerk's Office on August 8, 2015 in Liber 5203 at page 288. Together with the appurtenance's and all the estate and rights of the party of the first part in and to said premises, To have and to hold the premises herein granted unto the party of the second part, the heirs or successors and assigns of the party of the second part forever, And the party of the first part covenants as follows: First, That the party of the second part shall quietly enjoy the said premises; Second, That the party of the first part will forever Warrant the title to said premises. Third, the party of the first part, in compliance with Section 13 of the Lien Law, covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word 'party"shall be construed as if it read 'parties"whenever the sense of this indenture so requires. In Witness Whereof, the party of the first part duly executed this deed the day and year first above written. IN PRESENCE OF s Lawrence A. Davis STATE OF w COUNTY OF : ss: 0n thee,ay of July in the year of 2016 before me, the undersigned, personally appeared Lawrence A. Davis, personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity, and that be his signature on the instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument. N o ta&P qMi apIEQOFtY TERESI Notary Public,Stets 01 New Yolk p�wwied in Alba Cou n�ty No. 69 30, Gonm �trJann 1"411,9,206 WARREN COUNTY-STATE OF NEW YORK PAMELA J.VOGEL, COUNTY CLERK j 1340 STATE ROUTE 9, * i LAKE GEORGE,NEW YORK 12845 IP �'tFY[fltlti" COUNTY CLERK'S RECORDING PAGE 'THIS PAGE IS PART OF THE DOCUMENT—DO NOT DETACH"** BOOK/PAGE: 5203 / 288 INSTRUMENT #: 2015-4905 Receipt#: 2015373408 Clerk: CL Rec Date: 08/03/2015 01: 58: 39 PM Doc Grp: RP Descrip: DEED NumPgS: 5 c Red Frm: VESTAL LAW PLLC Partyl: WHEELER SCOTT H Partyl : DAVIS LAWRENCE A Town: QUEENSBURY WARNING*** I hereby certify that the within and foregoing was recorded in the Warren County Clerk's Office, Record and Return TO: State of New York. This sheet constitutes the Clerks endorsement required by Section 316 of the Real Property Law of the State of New York, VESTAL LAW PLLC 1881 WESTERN AVE Pamela J. Vogel STE 180 Warren County Clerk ALBANY, NY 12203 WARRANTY DEED WITH LIEN COVENANT ©THIS INDENTURE made the K day of j tck , 2015 between SCOTT H.WHEELER 47 and JACQUELINE WHEELER, residing at 83 Olde Coach Road, Diamond Point, New York 12824, parties of the first part, and LAWRENCE A. DAVIS, residing at 9900 South Ocean Drive, Jensen Beach, Florida 34957, party of the second part, WITNESSETH, that the parties of the first part, in consideration of One Dollar($1.00) lawful )money of the United States and other good and valuable consideration paid by the party of the second part, do hereby grant and release unto the party of the second part, his heirs and assigns forever, ALL THAT CERTAIN PIECE OR PARCEL OF LAND situate, lying and being in the Town of Queensbury, County of Warren and State of New York and more particularly described in the attached Schedule A. BEING the same premises described in a deed from Donald Duggan, as Executor of the Estate of Marjorie S. Duggan to Scott H. Wheeler and Jacqueline Wheeler dated December 19, 2007 and recorded in the Warren County Clerk's Office on January 2, 2008 in Liber 3455 at page 152 and deed from Donald Duggan, as Executor of the Estate of Marjorie S. Duggan to Scott H. Wheeler and Jacqueline Wheeler dated December 19, 2007 and recorded in the Warren County Clerk's Office on January 2, 2008 in Liber 3455 at page 156. SUBJECT TO all covenants, restrictions and easements of record. Together with all right, title and interest, if any, of the parties of the first part in and to any streets and roads abutting the above-described premises, to the centerline thereof. Together with the appurtenances and all the estate and rights of the parties of the first part in and to said premises. To have and to hold the premises herein granted unto the party of the second part, his heirs and assigns forever. And said parties of the first part covenant as follows: First, that the party of the second part shall quietly enjoy the said premises; 1 • a Second, that said parties of the first part will forever warrant the title to said premises. Subject to the trust fund provisions of Section Thirteen of the Lien Law, IN WITNESS WHEREOF, the parties of the first part have duly executed this deed. i.UU7'8]3nJaglue�oN[�ua�� BSto-26E L18qWa'ONSElMdx� ":° F; SCOTT H. WHEELER2..s +J# NorsSiVvwpz)Ayy bannie W. Davis, as attorney-in-fact VNVO VS 003V4'1d s0`luvo'e �rR yot JW Q LINE WHEELER STATE OF- ) ) ss: COUNTY OF Orgn�(_ ) On the�L day of T V in the year 2015 before me,the undersigned, personally appeared BONNIE W. UAVIS , personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that she executed the same in her capacity, and that by her signature on the instrument, the individual, or the person upon behalf hich the individual acted, executed the instrument. Notary Public STATE OF NEW YORK } COUNTY OF t�,(J �� -) ) ss: On the day of T( t!' in the year 2015 before me, the undersigned, personally appeared JACQUELINE WH LER, personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that she executed the same in her capacity, and that by her signature on the instrument,the individual, or the perso upon behalf of which the individual acted, executed the instrument. J / �(, 2l 389914 Notary Public LINDA T. HALL Notary Public, State of New York No.4988214 Qualified in Warren County Commission Expires Nov 4, 2 LL 2 SCHEDULE A ALL THAT PARCEL OF LAND situate,lying and being in the Town of Queensbury,County of Warren,State of New York,bounded and described as follows: BEGINNING at a point marked by an iron pipe found on the northern boundary of the approximate highway bounds of New York State Route No. 9L which point is the southwesterly comer of lands conveyed herein and running the following eight(8) courses and distances: (1) North 06 degrees 49 minutes 00 seconds east a distance of 86.33 feet along a stonewall and the western boundary of lands conveyed herein to a point marked by an iron pipe found a distance of 15 feet,more or less,from the shoreline of Lake George;then (2) North 06 degrees 49 minutes 00 seconds east a distance of 15 feet,more or less,to the shoreline of Lake George;then (3) Along the shoreline of Lake George as it winds and turns easterly a distance of 508 feet,more or less,to the most northeasterly point of the parcel conveyed herein;then (4) South 31 degrees 40 minutes 01 seconds east a distance of 11 feet,more or less,to a point(being a point marking one end of a tie line having a course and distance of north 87 degrees 19 minutes 00 seconds east a distance of 491.14 feet);then (5). South 06 degrees 35 minutes 00 seconds west a distance of 179.33 feet,more or less,to a point for a corner along the northerly boundary of the approximate highway bounds of New York State Route No.9L,to a point;then (6) North 81 degrees 07 minutes 45 seconds west a distance of 336.66 feet along the northern boundary of the approximate highway bounds of New York State Route No.9L,to a point;then (7) North 81 degrees 32 minutes 15 seconds west a distance of 94.72 along the northern boundary of the approximate highway bounds of New York State Route No.9L to a point;then (8) North 86 degrees 12 minutes 28 seconds west a distance of 54.09 feet along the northern boundary line of the approximate highway bounds of New York State Route No. 9L to a point for a comer marked by an iron pipe found and the point and place of beginning. Together with all that lands lying north of the above parcel and south of the mean low water line and lying south of the above parcel and north of the actual boundary line of New York State Route No.9L. ALSO,ALL THAT PARCEL OF LAND situate,lying and being in the Town of Queensbuiy,County of Warren,State of New York,bounded and described as follows: BEGINNING at a point marked by a capped iron rod found on the northern boundary of the approximate highway bounds of New York State Route No. 9L which point is the southeasterly course of lands herein conveyed and running the following six (6)courses and distances: (1) North 66 degrees 54 minutes 44 seconds west a distance of 66.42 feet along the northern boundary of the approximate highway bounds of New York State Route No.9L to a point for a corner;then (2) North 06 degrees 35 minutes 00 seconds east a distance of 179.33 feet along the westerly bounds of the lands herein conveyed to a point,a distance of 11 feet,more or less,to the shoreline of Lake George;then 3 LEGAL DESCBRTIGN-CONTINUED (3) North 31 degrees 40 minutes 01 seconds west a distance of 11 feet,more or less,to the shoreline of Lake George;then (4) Along the shoreline of Lake George as it winds and turns easterly a distance of 40 feet,more or less,to the most northeasterly point of the parcel conveyed herein;then (5) South 03 degrees 09 minutes 06 seconds west a distance of 5 feet,more or less,to a point (being a point marking one end of a tie line having a course and distance of north 46 degrees 59 minutes 00 seconds east a distance of 38.11 feet);then (6) South 03 degrees 09 minutes 06 seconds east a distance of 230.54 feet along-the easterly boundary of the parcel conveyed herein to a point marked by a capped iron rod found along the northern boundary of the approximate highway bounds of New York State Route No.9L and the point and place of beginning. Together with all that lands lying north of the above parcel and south of the mean low water line and lying south of the above parcel and north of the actual boundary line of New York State Route No.9L. 4 MAP REFERENCES: MAP OF LANDS OF Z MARJORIE S. DUGAN BY: LESLIE W. COULTER a. DATED: AUGUST 4, 1948 6 LAST REVISED BY Lu COULTER & MCCORMACK ON O SEPTEMBER 17, 1985 MAP OF A TOPOGRAPHIC SURVEY MADE FOR LEGEND MARJORIE S. DUGAN ESTATE ®IRF = IRON ROD FOUND BY: VAN DUSEN & STEVES LAND SURVEYORS ®IPF = IRON PIPE FOUND DATED: MAY 15, 2006 ®CIRF = CAPPED IRON ROD FOUND �. LAST REVISED: APRIL 03, 2008 = UTILITY POLE= OLE o ® = SITE DISTANCE LOCATION O LAKE z DOCK OVERHEAD BOATGEORGE DECK HOUSE W ® a O s - •� RF z DOCK X, 0 0., 0�_ .. _ � . _.. ... .................� ...._ -- N31 40'01"W A� . _._. r 508'± ALONG THE SHORE ��N6 'CONERETE e� ti _ I o 0 ooh STEPS N870 19'00"E 491. 14' c� GAZEBO (TIE LINE) It PF z MM O SHED 4-4 O RF FOUNDATION v 6 REMAINS FSI 0 r�, ^ O W E F� DECK , --- LANDS OF JAMES DENOOYER o 66.02' -_ UNDERNKOUND / 'UNDERGROUND rn 2 STORY d O WOOD FRAMED TANS 1 STORY 3 HOUSE %3 WOOD FRAMED TAX PARCEL w000E PAM P HOUSE 239. 18-1-27. 1 a , A AREA 1 STORY z u ` _ - 69,355± sq, ft. LANDS OF � � =� KOH N WOOD FRAMED STONE WALKWAY z N r "= «� 1.59± acres o�A CABIN Y w / $m m-.4 w � I -�-=� CHARLES FREIHOFER F --� �_ S 0 ALL LANDS OF o _ TAX PARCEL Lu _ o a g s€ g DARK BAY PROPERTIES LLC Nt o g� <<goi iw.E=w �239. 18127.2 RETAINING ALL N 00 ?�M ° AREA M oy " O NEI a o GARAGE 9,367± sq, ft, w°pASPHALT 0.22± acres Nm €�y6 o��a rN N40IPF 6072'28"W LANDS OF '� NOTE: IMPROVEMENTS DAVIS I1/81°94� 72 / ,,>r FROM 2008 DRIVEWAY _ 15 w a RECONSTRUCTION NOT SHOWN � APP f OXIMgT� HIG , HWAY BOUNDS;. } • 168.89 �" o00o N81°07'45 W o 0o p J CATCH 0"CMP -_ IN, _. #I N p to ko -�1 167. 77 'w ;, o N 1U81°07_ 11w ROXIMgT �, Z APP __- #2 E NIGNw BOUNDS AY � ® Z1vp' 1/v Yon, rU7• Tti z -No AT 0 Cr —�_ CIRF ASPHALT • � DRIVE IRF 0� CQ SITE DISTANCES: NOTES: p SITE#1 (EXISTING) EAST=538.73' 1. BOUNDARY, SITE DISTANCES, AND IMPROVEMENTS ARE SHOWN WEST= 720.13' AS PER MAP REFERENCE NO. 2. to SITE#2(PROPOSED) EAST=443.24' 2, A FIELD UPDATE OF MAP REFERENCE NO. 2 WAS NOT WEST=518.03' PERFORMED AS A PART OF THIS MAPPING, Date.MARCH 8, 2017 Scale 1'-20' S- 1 SHEET 1 OF 2 WHEELER D1139 DWG. N0. 06055 239.15-1-27.1 & 27.2 MAP REFERENCES: MAP OF LANDS OF MARJORIE S. DUGAN BY: LESLIE W. COULTER n DATED: AUGUST 4, 1948 v LAST REVISED BY W COULTER & MCCORMACK ON 0 SEPTEMBER 17, 1985 MAP OF A TOPOGRAPHIC SURVEY MADE FOR LEGEND IRF MARJORIE S. DUGAN ESTATE ®. = IRON ROD FOUND BY: VAN DUSEN & STEVES LAND SURVEYORS ®IPF = IRON PIPE FOUND DATED: MAY 15, 2006 OCIRF = CAPPED IRON ROD FOUND W ti- LAST REVISED: APRIL 03, 2008 'zv = UTILITY POLE ¢� ® = SITE DISTANCE LOCATION U� � O LAKE . . . . . . . DOCK 0-4 OVERHEAD DECK BOATGEORGE h' HOUSE 2 r 4-4 a O z RF DOCK �4 Q Co a _ __... ,........, ......,,.. s ........ .............. ....._ _..... E ORE ��' � 348, Sy o _ LONG+ �r0 ONCRETE TyE ORE (OVERA� y - 4 15'± -' o S reps _._ .._ (TIE LINE) 491.14 N87 19'00"E 154.99' GAZEBO 336. 15' .PF ® 0 1.4 4 SHEDREVISED TAX PARCEL m REVISED TAX PARCEL Cr Cd 239. 18- 1 -27. 1 a 239. 18- 1 -27. 2 4-1 M c FOUNDATION } O ORF f�9 43, 640 sq. ft. z 35, 082 sq. ft. -I-- REMAINS A-' b (1 00 Ac. +) � (0. 80 Ac, ±) i� CCS H DECK LANDS OF i LANDS OF = PosslsUE DARK BAY PROPERTIES LLCF7 _77I /; 66.02' UNDERGROUND 7—/ JAMES JAMES DENOOYER o - TANK } M (UNDERGROUND 1 M + 2 STORY TANKS o S o WOOD FRAMED 1 STORY o HOUSE ( ♦/ WOOD FRAMED ' QWOODE RAMP HOUSE � ' /��\ � pq� � �%� 7 K a W `_ €<o 8 0� jR 41 Lu WOOD FRAMED STONE WALKWAY '- - ' z '� /W �,_r ,� p'� 1 STORY _ __ " Z LANDS OF CABIN 'I `' �o ' CHARLES FREIHOFER O W ALL o i LANDS OF ' o is LANDS RETAINING WALL a DAVIS Lo �� ® �P. a ag�$aa Wz� N w. �c�S B ��zaylb 4€i$ Q O 00 l� Q' M O �7 m a GARAGE i es 'ct cv c+� ��y-� ark ��b 7 zea ASPHALT DRIVEW' � O ��F�F o =� n IPF 5`1.09' o '�� YNNrzo N , N86 + �S �3.SF?g p °12'28"W 94. �2 �/ \\ NOTE: IMPROVEMENTS ® ` N87° 2 FROM 2008 DRIVEWAY 3 , r5 w �„ RECONSTRUCTION NOT SHOWN APPROx�'TE H' l cHWAY BOUNDS? 1 168.89, IV81° '� s -,' 00000 07'45„w 0 CAT OC1O� N08*52'i5"E y�F IN, 0"CMP. #I / Jr.00 z t741•cr3 tgQ lo. W Co N81°07'45"W kO _ APP 19' f V1 o N ROx�MATE HIGHWAY BOUNDS �, z #2 1 d 167.77' z Yonk STA s 1?0 N66°6 �20 z 0 9 Q) Cr CI RF ASPHALT DRIVE 11e,V� b IRF O P- 7 c� lizi a SITE DISTANCES: NOTES: .- x � SITE#1 (EXISTING) EAST=538.73 1. BOUNDARY, SITE DISTANCES, AND IMPROVEMENTS ARE SHOWN ^ WEST= 720.13' AS PER MAP REFERENCE NO. 2. CID SITE#2(PROPOSED) EAST=443.24' 2, A FIELD UPDATE OF MAP REFERENCE NO. 2 WAS NOT WEST=518.03' PERFORMED AS A PART OF THIS MAPPING, Date-MARCH 8, 2017 Scale 1'-20' S-2 SHEET 2 OF 2 WHEELER D1139 DWG. N0. 06055 239.18-1-27.1 & 27.2 DOCK LO XE OVERHEAD BOAT GEORGE DECK HOUSE 5 DOCK 330 508-1-+- ALONE-THE SHORE — — _ N31 4001 W — 7 i� �Pe i i � 325 y � R m N87�9 2 00 9 4 — _ GAZEBO - i y � \ �� ( I LINE)/ \ � � � - �% �� < '� 3301 SPF _ IANC PARCEL — — i i ii y� i AX PARCEL _ A i 239. -- — - --_— — - - - - - — —� T — — \ � � A � � � 330 239. 18 27: 335 S / � 340/69,35 - AC9,/367- sqftFOUNDATIs . �RF I INS — I - � L)WDS OF �� v % Q. 2± acre �� — — — _ // DARK BAY PROPERTIES, LLC �3, � � � �� -LANDS 239. 18- 1-26 \ DECK LANDS OF V A �� ✓ / A5' CID DENOOYER 345 POSSIs�NQ_ _ 332.5 � �6'60� - - - - - DTAN� '� - - �� 33g � � \ — �� _ - - - / / / � / O / � � \ _ 2 STORY DN TA S _ _ - - _ \ % 3-BIR i � i � � � N LO_AS'T% WOOD FRAMED — 1 _ I i 1 STORY — — — i i o / P�E%&AWR%%G WELL HOUSE — — WOOD FRAME — — — — i G w w 345 of EX�ST�N�7 NEIGHBORING 350 � � �� - - - _ � — wo0o I - - - — � - - - - - - � � gP cT -� RE51DENiGEt Z - 3-BIR \ 28 HDPE PKMP - - - _ A a 340 CULVERT001 — — - - - - - - — — i -� — - - - - � i %OGS a� 0 2-BIR � �_�_�_— �� I - - - - _ - - ♦� � � i Q � � � � �� — — 1 STORY � z — _ - - - - - - - - - - - - - - - S i i �� 355 WOOD FRAMED � STONE WAL � � � � A I _ _ �� — - - - - - - - - - - - - - - � � _ — f � — - - � �� — — —,�-- — � — _ - - - i y�� I � e / V _ - - - - - - - - 239. 18- 1-29 360 _ J - - — — —� � t — (� � � — �e4�/ \ - - - _ / � / LANDS OF T1 -1 �� - - - I / - - - �� i /� FREIHOFER _J \ _ � � � A 1 / _ - - — ii / / 350 =5 y �y y�\ ��VA��y — —� — V G+1�GE _ +346.2 ASP ALT STONE —� — SLOPE— IV. FILL SLOPE_ / I V E I_A——— — ' _ _ — _ — — — DRIVEWAY RE-CONSTRUCTION— — o i / / �- � LOCATIONS TAKEN FROM IPF IN 2008 UNDER PROJECT 4-2008 N86\ j- I I —ASPHALT PAVEMENT SUAERIAL PHOTOGRAPHY, NOT A LAND SURVEY; 355 \ - - FOR INFORMATION ONLY je2 u� � _ 24' - - - _ , O i m 0 XLM4 TET STEPP€D— w _ — — — — �� NOPRDX. uLDER wAtL— — — � � _ � _ 1AGP.TION — 1st- — �I �' "� tee, w / / / or EXISTIN6 001117- /�7'4511W i � ,3 g% PT-1 BA / TCN JLVI/�q ji, — _ _ i 14"CMP �L7T'lG7I1 � IN In"C �� — !� INV-354.G7 — — — — — — �X V / E- — 20' _ i ��, — 3 _ 60 _ FrB ZONING REQUIREMENTS FLOOR AREA RATIO - PARCEL 27.1NE — LARGEQPP� W OxIMgT�, Lo�wq ZONE- WR (WATERFRONT RESIDENTIAL) ZONE- WR(WATERFRONT RESIDENTIAL) - _ Y s - - - _ Y BOJ MAXIMUM FLOOR AREA RATIO-0.22 - R o s _ i y - - - - _ APA ZONING-LOW INTENSITY _ K FRONT SETBACK-30' EXISTING PARCEL AREA - 69,355 SF L - _ _ TATE SIDE SETBACKS(PARCEL 27.1) TOTAL ALLOWABLE FLOOR AREA R 0 - - - - 365 _ �j -25'(MORE THAN 150'LOT WIDTH) = 69,355 SF x 0.22 = 15,258 SF � �L"� ) - � � _y�� , �N66 0 6.� - - - - - - - SIDE SETBACKS(PARCEL 27.2) - No 9z ( - 12' LESS THAN 50'LOT WIDTH) • WESTERLY CABIN(2 FLOORS, CRAWL SPACE, 600 SF FOOTPRINT) = 1200 SF • GAZEBO(1 FLOOR BASEMENT 170 SF FOOTPRINT) =340 SF REAR SETBACK-30 SHORELINE- 75' • GARAGE = 490 SF LOT WIDTH- 150' • MAIN HOUSE(2 FLOORS, BASEMENT, 1050 SF FOOTPRINT, 390 SF COVERED DECK&PORCH) =3540 SF ROAD FRONTAGE- 150' . EASTERLY HOUSE(1 FLOOR, NO BASEMENT, 1220 SF FOOTPRINT) = 1220 SF SITE PLAN Al _ EXISTING CONDITIONS \ DRIVE MAXIMUM BUILDING HEIGHT-28'(HOUSE) Jl C Lfy V C/�1 J 1 V V V 1 1 V J MAXIMUM FLOOR AREA RATIO-0.22 TOTAL FLOOR AREA = 6790 SF SCALE: 1"=20' 36� F MINIMUM PERCENT PERMEABLE- 75% FLOOR AREA RATIO OF PARCEL = 0.098 GRAPHIC SCALE \ 10 0 5 10 20 40 i ( IN FEET ) 365 LEGEND \ OFF = IRON ROD FOUND DATUM = U.S.G.S. IPF = IRON PIPE FOUND oGIRF = GAPPED IRON ROD FOUND CONTOUR INTERVAL = 1 FOOT �= UTILITY POLE t . Lori . lsfQnd � o i.f Came Wands r rQ° _ SITE DEVELOPMENT DATA SITE SETBACKS 1•.:,. .Uiamuil�,- Ripley — ` `v ..,.,. � Point - -:M1fdridir ' rSau Sheidnn Painf PARCEL 239.18-1-27.1 - PARCEL 239.18-1-27.1 ] PRESENT LOT LAYOUT PRESENT LOT LAYOUT o Ck• rrdafr '• �r�l C � C ) � � � TAX MAP # 239.18-1-27.11 27.2 x ` 5ol,d i l' ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED Speaker .assem6ry � rwu N° f TOTAL LOT AREA 1.59-ACRES= 69,355 SF RE UIRED EXISTING ` `w\``� , PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. .Bail - Heck Ppini•., .. - Island LAKE 75' 29.2' 0 Warner l EXISTING IMPERVIOUS a ' Ruy AREAS ` l' y �r FRONT 30' 19.1' HOUSES 2870 SF 0 - Wt I1ay EAST SIDE 25' 215.8' GARAGE 490 SF 0 ISSUED FOR AREA VARIANCE & SITE PLAN REVIEW 3/15/17 w� WEST SIDE 25' 66.0' No, Revisions Date�� Diamond Island o �. I� DRIVE, WALKS, WALLS 4740 SF — _ MAP REFERENCE [� GAZEBO 170 SF BASE SURVEY INFORMATION TAKEN FROM: SITE TE PLAN - EXISTING CONDITIONS "MAP OF A BOUNDARY LINE ADJUSTMENT prepared for DECKS 355 SF MADE FOR DARK BAY PROPERTIES, LLC & Pre p - �,f LAWRENCE DAVIS," PREPARED BY: VAN DUSEN Dark Bay Properties, LLC & Lawrence Davis --_ -_ - _ _�ga_fdri & STEVES LAND SURVEYORS, QUEENSBURY, NY f ` TOTAL 8625 SF DATED MARCH 15, 2017 3300 State Rt. 9L - Lake George Town of Queensbury, Warren County, New York LL _ PERCENT IMPERVIOUS 12.4% an D �• r.rcrr _� 'I Drawn: LWD Checked: GTH Scale: NOTED Date: 5/2/16 '� PERMEABILITY 87.6% Steve s 169 Hovilond Rood -- - - - -�. -- fFr{!n4l _ "''' - Land Surveyors Queensbury, NY 12804 518 745-0307 Phone 29938-01 -S3 189 HavRand Road Queensbury, New York 12804 ( ) SITE LOCATION �'r LOCATION MAP (518) 792-8474 New York Lie. No. 50135 Hutchins Engineering (518) 745-0308 Fax ZONING REQUIREMENTS BUILDING HEIGHT CALCULATION AREA VARIANCE SUMMARY AREA VARIANCE SUMMARY ZONE- WR (WATERFRONT RESIDENTIAL) L 3 XE EXISTING GRADE AT RIDGE(NORTH GABLE)=336 §179-3-040 A (5) §179-3-040 A (5) APA ZONING-LOW INTENSITY DOCK ..[L_,' 28'MAXIMUM BUILDING HEIGHT=336+28=364 . MODIFICATION OFA NON-CONFORMING LOT- PARCEL 27.1 • MODIFICATION OFA NON-CONFORMING LOT- PARCEL 27.2 FRONT SETBACK-30' MAXIMUM ALLOWABLE RIDGE ELEVATION=364 2-ACRE MINIMUM LOT SIZE 2-ACRE MINIMUM LOT SIZE SIDE SETBACKS(BOTH PARCELS) OVERHEAD GEORGE FINISHED GRADE @ WALKOUT TO RIDGE MEASUREMENT=28' 1.59-AC EXISTING 0.22-AC EXISTING -25'(MORE THAN 150'LOT WIDTH) BOAT (FROM ARCH PLANS) 1.00-AC PROPOSED 0.81-AC PROPOSED REAR SETBACK-30' DECK HOUSE PROPOSED FINISHED GRADE @ WALKOUT-336 SHORELINE- 75' (BASEMENT FLOOR 336.5) §147-11. I(3) (C) [4] LOT WIDTH- 150' PROPOSED RIDGE ELEVATION=336+28'=364 PROP.LAKE WATER • STORMWA TER INFILTRATION DEVICES WITHIN 100-FT OF A ROAD FRONTAGE- 150' PROPOSED BUILDING HEIGHT=28' INTAKE LINE SUBSURFACE WASTEWATER TREATMENT SYSTEM MAXIMUM BUILDING HEIGHT-28'(HOUSE) DOCK PROP. LIMIT OF CLEARING 22'PROPOSED FOR EASTERLY RAIN GARDEN MAXIMUM FLOOR AREA RATIO-0.22 & DISTURBANCE FOR ,/�J / _ / 33° TOTAL PROJECT= 13,000 SF MINIMUM PERCENT PERMEABLE- 75% 200 ± ALO/16--THE SERE � AA349'± AL --- �� o 0/VG H �i i�� //%- - - - - _ _ e i i TESHORE _ �P, i �0�/Lc� L �� - lPV _ _� � � A H� SEWER, Pa; IN.SLOP ILI / v N87�9 2 DO / PROP. EA VE � - GAZEBO - - - / J - F GUTTER ( ) - - --336. �� - - - - _ _-- ii A _ / PROP.SEDIMENT _ 3301 I FF - - - - i FUT.i-1%4" � �� A / - v PT MEASURING i HDPE DR-9 A - - - i CONTROL FENCE - _ - - i - v - / / / - v �4 v A ILDI T. i - FORCEMAIIIT \ _RE �/ PARCEL PROP. FILTREXXp SILT SOXXTM �T1 - �i%i _ A V / FUT. 1250 GAL o� _ A EXIST.GRD @ �� i - - - - - FUT. -ONE EXTREME V - PRECAST CONC. _ - TO REINFORCE SEDIMENT FOUNDATION—-336 �i �i 8.0 i - - - 239. J -2�-l_ A \ / - CONTROL FENCE . FQ �� i� i ��/ 335 �� \ - _ - - - - - -GRINDER PUMP STATION - - - PUMP STATION - A V iW1VL�S i i \ V / / INSTALL EROSION CONTROL / - _ _ ROP.1-254 G4 Sf i � ®IRF i fOUNOATI 340 - - - - f - \ \ 43 640 + \ \ V / FUT.1250 GAL -BLANKETS ON FILL SLOPE AFTER A �CONC OMPARTMF,AIP j�+ - i Ns _ F11T1 /4" j l 00 Ac. _ I v-3 5� PRECAST CONC. TOPSOILING&SEEDING, v \ SEPT A1SK i i _H�PE_SDR-9 - - - - A _ - \ \\ / / SEPTIC TANK' NORTH AMERICAN GREE 3 - - iP120P 1000 GAL sC FO - V LANDS- OF -"FUT. 1500 GAL SC15OBN OREQUALA .- _ _ _ A � / \ \ � i PRECAST CONC..- FUT. ONC. - �- PUIPSTA TON � � � FUT. E-ONE EXTREME- - _ � � PRECAST CONC. � � � _ �� 239. 18- 1-26 - \ DECK BAY P P�RTI�. -L-LC V / PROP.ASPHALT 5� i v v SEPTIC TANK GRINDER PUMP STATION - - / PRO 'W RIP-RAP i LANDS OF A - PAVEMENT DRIVEWAY DENOOYER 345 POS 13LE / _ INV. W/PERIM TER WINGS LET WEIR, v O v 66. _ - - �uoeR° N� \ - 332.5 / _ I Q ♦ 8"ABOVE BASE EL- i i NP OA. - TANK '� - - 33g - - _ 2.9.1 (T�YP. EA.R�.� WGN v - - - - - - 2 STORY NN KGROU rA s 3-BIR 322.1 N Co / of exisTir� EXIST. � v _ WOOD FRAMED �v \ - _ - - - \ 1 ST RY �F� p ♦ ROP. RAIN GARDEN / INSTAL OSION CONTROL p / m16 NNEIGHBORING _ - HOUSE �M _ - _ - - - / W OD F AME I - i 100 SF,1'DEPTH BLA ETS ON FILL SLOPE AFTER / 345 �5�� Ef WELL± 350 v v - - _ - - v - 28" HDPE Woo° CAMP H - 337 �--_ 3'W OUTLET WEIR PSOILING&SEEDING, p o / _ i 340 I -/ ��_ 7 _ @ 8"LEVEL NORTH AMERICAN GREEN - W 2-BIR D \ CULVERT- _ I� S15OBNOR EQUAL i � � - � I I p, I t, PROP.2" Q v _ _ I �5 (BL c - - 1 1 a3 v v - - - 1 STORY DG) V - - y - - � 355 v v - - �� v WOOD FRAMED STONE WALE I �- m 1� 8 HDPE SDR-9 p / v .�!� -F0 ,-i-\�.,FM \ ��4. d - _ 345 }iQ 1 FORCE0000 � LHD� FM F- A i �'- 1 �� _ - I 3� - I v - _ _ - , iv�� SETS i i LAKE 239. 18- 1-29 360 L vv v v v RETAINI LLBA� � �� 352 1 BF 3�$ 34a � �) LANDS OF 0 1� �� 3 PROP.(30)WHITE PINE, FREIHOFER =5 �� - �� ) CRUSHED _ � �� _ - 6� - _�I - �� - � � i � / 350 v v 1 - SPRUCE OR HEMLOC \ +346.2 STONE I� ..`.353.;.;.:.:.:: I1 �� - - 4 5'MIN.H 0 / \ 3 AQP LT 4s F) I\/E LOCATIONS TAKEN FROM � A v '�`�►T�ti... I 1+ a �L=-- - - �� • 34 1jGK WIW) / /V AERIAL PHOTOGRAPHY, A I�0L�E� �� :. .. �E(BA _ 355 NOT A LAND SURVEY; , � / / FOR INFORMATION ONLY ......... ....... � � -- � � -- �. 355 3 / / � - _ 01 u7 24' C'+ i Uj p _ � � �I� X351 � � BED EL.348 Lf1 p / V A � � � RfGty�yA� \ STEPP-ED- \ c�+n w 3 O 352 WLn �L�AIUB ULD R-WALL- - hi c.+ c3`�o - z / � 3s2 - _-- AINTAIN 60' �� -, V l � IAGATION A zs �o � ) \\ /A 3¢ s, - ass BED LENcrH x szs OFFER TO EASTERLY / / \� OF EX15TIly6 oo�o �T 45„w ��, 3% - �1,��L _ �� _r NEIGHBORING PAROL / � NEI6HB/OARING JLV '� N� � i �\ 14"CMP M�B�EL. 4 +Y \ IN 1°"CMP �� - - 3 I _ N M h) \ INV-354.G7 \�A FUT.2"HOPE SDR-9 FORCEMAIN- _ - - 39 BED / \ \ _ 352 N 39'BED LENGTH ` A01 PROP.3 x3'DEEP SUMP _ - 352 i SFjBAc�OiV / CATCH BASIN_ 20' _ - i =x�l. GRATE EL.352.7 - - - 360 12"HDPE INV.OUT=347.5 LARGE - - - - ___ gam - _ - P �5'D 38.5'L = 5 SF N - - - _ Q7 45" >3,g'�� - STONE ABSORPTION BED SITE SOILS DATA _ EWyon - _ �- - _ _ - APPROXINjgl� � BASE EL.348.5 � SWAY BOU / / - _ PROP. W/W SYSTEM FOR - - -NEW HOUSE, TEST PITS _ _ � s� � � _ _ _ TP-1 - 6/15/06 BY T. HUTCHINS - S `� s - _ _ - 7� O - - / TE � 3 PURAFLO PEAT BIOFILTER „ PROP.4'W x 4'D x 18'L TA - - - - _ �� NITS,BOTTOM OF CHAMBER 60 DEPTH STONE FILLED INFILTRATION 1? / _ _ - _ EL. 9.0 365 0-8" DARK TOPSOIL _ TRENCH W/12"PERF.HDPE O _ _ _ _ - / J „ B.O.S.346,INV PIPE 347, E - - i 8-32 MEDIUM BROWN FINE SANDY LOAM INSTALLED LEVEL PROP.RAIN GARDEN No \ - V - V 56° �j� 32-60 DARK BROWN SILTY FINE SAND, VERY FEW BOULDERS _ 75 SF,1'DEPTH �� \ \ ��„ �i - 3'W OUTLET WEIR ROOTS TO 43 - FUT. 13'W'x 1.5'D x 75'L = 975 F @ 8"LEVEL STONE ABSORPTION 8 MOTTLING C°? 48" - BASE EL.349. SITE PLAN _ v _ _ SLIGHT WATER SEEPAGE @ 50" - SCALE 1"=20' FUT.COMMON IA(LW SYSTEM \ 8-BEDROOM DESIGN,_ \ PERCOLATION TEST GRAPHIC SCALE (3)PURAFLO PEAT BIOFILTER DRIVE SITE SETBACKS SITE SETBACKS UNITS,BOTTOM OF CHAMBER 36O \ \ \ PT-1 - 6/15/06 BY T. HUTCHINS 10 0 5 10 20 40 EL.350.0 \ \ \ \ \ STABILIZED PERCOLATION RATE = 4 MINIIN - PARCEL 239.18-1-27.1 - PARCEL 239.18-1-27.2 \ V A \ (REVISED LOT LAYOUT) (REVISED LOT LAYOUT) ( IN FEET ) FLOOR AREA RATIO - PARCEL 27.1 \\ \ \ REQUIRED EXISTING PROPOSED REQUIRED EXISTING PROPOSED ZONE- WR (WATERFRONT RESIDENTIAL) A A\ \\ MAXIMUM FLOOR AREA RATIO - 0.22 OFF LIRONEROD FOUND DATUM = U.S.Gr.S. LAKE 75' 29.2' NO CHANGE LAKE 75' ---- 75.3' REVISED PARCEL AREA - 43,640 SF 3E5 \ \ \ OIPF = IRON PIPE FOUND \ \ \ OGIRF = GAPPED IRON ROD FOUND CONTOUR INTERVAL = 1 FOOT FRONT 30' 19.1' NO CHANGE FRONT 30' ---- 50.4' TOTAL ALLOWABLE FLOOR AREA \ \ �= UTILITY POLE = 43,640 SF x 0.22 = 9600 SF 9 \ EAST SIDE 25' 29.1' NO CHANGE EAST SIDE 12' ---- 122.1' 1701 \ • WESTERLY CABIN(2 FLOORS, CRAWL SPACE, 600 SF FOOTPRINT) = 1200 SF 1136 • GAZEBO(1 FLOOR, BASEMENT, 170 SF FOOTPRINT) = 340 SF WEST SIDE 25' 66.0' NO CHANGE WEST SIDE 12' ---- 30.8' • GARAGE = 490 SF • MAIN HOUSE(2 FLOORS, BASEMENT, 1050 SF FOOTPRINT, 390 SF COVERED DECK& PORCH) = 3540 SF SITE DEVELOPMENT DATA - PARCEL 239.18-1-27.1 SITE DEVELOPMENT DATA - PARCEL 239.18-1-27.2 • EASTERLY HOUSE(1 FLOOR, NO BASEMENT, 1220 SF FOOTPRINT) = 1220 SF TOTAL FLOOR AREA = 6790 SF0�1 (AFTER BOUNDARY LINE ADJUSTMENT) (AFTER BOUNDARY LINE ADJUSTMENT) '�� FLOOR AREA RATIO OF PARCEL = 0.156 � �j i i i 1.0-ACRES = 0.81-ACRES = TAX MAP # 239.18-1-27.1 27.2 TOTAL LOT AREA 43,640 SF TOTAL LOT AREA 35,082 SF FLOOR AREA RATIO - PARCEL 27.2 �" �� ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED ZONE- WR (WATERFRONT RESIDENTIAL) �/ PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. EXISTING CHANGE IN PROPOSED EXISTING CHANGE IN PROPOSED MAXIMUM FLOOR AREA RATIO - 0.22 O IMPERVIOUS AREAS IMPERVIOUS AREAS IMPERVIOUS AREAS IMPERVIOUS AREAS IMPERVIOUS AREAS IMPERVIOUS AREAS REVISED PARCEL AREA -35,082 SF O� G ____ HOUSE O� HOUSES 2870 SF 2870 SF ---- 1080 SF 1080 SF TOTAL ALLOWABLE FLOOR AREA ` = (ROOF AREA) - GARAGE 490 SF 490 SF = 35,082 SF x 0.22 = 7718 SF O DECK ---- 255 SF 255 SF 0 ISSUED FOR AREA VARIANCE & SITE PLAN REVIEW 3/15/17 Dark BaY Pfop%ies DRIVE, WALKS, WALLS 4325 SF 25 SF 4350 SF • MAIN HOUSE 0 FLOORS+ BASEMENT, 885 SF FOOTPRINT, = 1770 SF _ _ _ 22; z2":fi WALKS 75 SF 75 SF • PORCH = 40 SF N o. 1 Revisions Date GAZEBO 170 SF 170 SF MAP REFERENCE ASPHALT DRIVE 415 SF 725 SF 1140 SF TOTAL FLOOR AREA = 1810 SF BASE SURVEY INFORMATION TAKEN FROM: SITE PLAN - PROPOSED CONDITIONS - DECKS 355 SF 355 SF PROPOSED FLOOR AREA RATIO = 0.052 "MAP OF A BOUNDARY LINE ADJUSTMENT MADE FOR DARK BAY PROPERTIES, LLC & prepared for s.,8•,-s2 TOTAL 415 SF 2135 SF 2550 SF LAWRENCE DAVIS," PREPARED BY- VAN DUSEN Dark Bay Properties LLC & Lawrence Davis jai Fantlp LIQ Pam_v shi TOTAL 8210 SF 25 SF 8235 SF & STEVES LAND SURVEYORS, QUEENSBURY, NY PERCENT IMPERVIOUS 1.2% 6.1% 7.3% DATED MARCH 15, 2017 3300 State Rt. 9L - Lake George PERCENT IMPERVIOUS 18.8% 0.1% 18.9% Town of Queensbury, Warren County, New York »°13 PERMEABILITY 98.8% (6.1%) 92.7% an D u,� :39 "o15-1 F'r+kins Cha'I B.,8-,^I.I i.:nE PERMEABILITY 81.2% (0.1°/D) 81.1% & A^B''°� = Drawn: LWD Checked: GTH I Scale: NOTED Date: 5/2/16 Steves Y .h 169 Hovilond Rood Land Surveyors Queensbury, NY 12804 LOCATIONMAP SITE LOCATION 189 HavRand Road Queensbury, New York 12804 (518) 745-0307 Phone 29938-01 -S4 (518) 792-8474 New York Lie. No. 50135 Hutchins Engineering (518) 745-0308 Fax WASTEWATER SYSTEM DESIGN WASTEWATER SYSTEM FILL MATERIAL NOTES 3-BEDROOM RESIDENCE AFTER REMOVING ORGANICS, PLACE SYSTEM FILL AS NEEDED TO ESTABLISH REQUIRED POLYETHYLENE EXTENSION APPROXIMATE INSTALL POLYLOK POLYETHYLENE EXTENSION BALL VALVE ONE PER PUMP EXTERIOR WEATHERPROOF JUNCTION BOX WATER SAVING FIXTURES (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS) GRADES OVER THE ENTIRE AREA OF PROPOSED ABSORPTION FIELD AND TAPER AREA. TO GRADE WITH TAMPER FINISH GRADE PL122 FILTER SUCH THAT IT TO GRADE WITH TAMPER INSTALL VALVES AND UNIONS (IF NECESSARY). SEAL CONDUIT GAS TIGHT. DESIGN FLOW - 110 GPD/BEDROOM RESISTANT ACCESS COVER IS READILY REMOVABLE RESISTANT ACCESS COVER SUCH THAT EITHER PUMP CAN INSTALL CONTROL PANEL IN HOUSE. ALL ELECTRICAL ABSORPTION AREA SYSTEM FILL MATERIAL SHALL BE INSTALLED TO PROVIDE A THROUGH TANK ACCESS COVER BE ISOLATED AND REMOVED WORK TO BE INSPECTED BY A CERTIFIED ELECTRICAL SYSTEM DESIGN FLOW - 330 GPD MINIMUM OF 3-FEET BETWEEN SEASONAL HIGH GROUNDWATER AND BOTTOM OF WITHOUT REQUIRING PIT ENTRY SEPTIC TANK - 1250 GAL DUAL COMPARTMENT PRECAST CONCRETE INSPECTION AGENCY PRIOR TO START-UP OF PUMP STATION. ABSORPTION BED. ONLY SYSTEM FILL MATERIAL SHALL BE INSTALLED THROUGHOUT IN 11 PUMP STATION - 1000 GAL PRECAST CONCRETE THE ABSORPTION BED AREA AND TAPER AREAS. PRIMARY TREATMENT - 1250 GAL SEPTIC TANK W/EFFLUENT FILTER 12 MIN. 2" TEE JOINS TWO COVER INSTALL FLOAT SWITCHES TO OPERATE PUMP DISCHARGES SECONDARY TREATMENT - PURAFLOO PEAT FIBRE BIOFILTER CHAMBERS "ABSORPTION AREA SYSTEM FILL" MATERIAL SHALL BE CAREFULLY SELECTED CLEAN, PUMP AND MAINTAIN LEVELS AS INDICATED INTO ONE FORCEMAIN 3 CHAMBERS TO BE INSTALLED BANK RUN SAND, FREE OF TOPSOIL, ORGANIC MATTER OR DEBRIS AND CONTAINING ° LEACH FIELD - 1' CRUSHED STONE ABSORPTION BED BELOW PURFALO CHAMBERS NO STONES LARGER THAN 3-INCHES, WITH NO MORE THAN 15% PASSING A #100 4" PVC SDR-35 ° ° ° a ° ° 1/8" PER FOOT ° SIEVE AND NO MORE THAN 5% PASSING A #200 SIEVE. °2" MIN. SLOPE DESIGN PERCOLATION RATE IN FILL MATERIAL= 1-5 MIN/IN INLET STANDARD ABSORPTION APPLICATION RATE= 0.95 GPD/SF SYSTEM FILL TO BE LOAMY SAND FILL WITH IN-PLACE STABILIZED PERCOLATION RATE LIQUID LEVEL OUTLET 4" PVC SDR-35 2" PVC FORCEMAIN MANIFOLD STANDARD ABSORPTION BED AREA REQUIRED= 348 SF OF 3-5 MINUTES PER INCH AND NO STONES LARGER THAN 3-INCHES. FILL TO BE MIN. SLOPE PIPING TO PURAFLO UNITS INSTALL 10'x38.5' ABSORPTION BED BELOW CHAMBERS (385 SF TO BE PROVIDED) STABILIZED IN 6" LIFTS TO REQUIRED GRADES PRIOR TO CONSTRUCTING ABSORPTION 1/4" PER FOOT DUAL COMPARTMENT ° POTABLE WATER SUPPLY TO BE LAKE WATER SUPPLY W/FILTRATION & UV TREATMENT BED. 16" BAFFLE 6" 18" PUMP STATION NOTES MIN. MIN. BALL SEAL ALL TANK OPENINGS WATERTIGHT. ° W/W SYSTEM INSTALLATION NOTES INSTALLER TO NOTIFY ENGINEER OF PROPOSED SOURCE OF ABSORPTION FIELD FILL WATERTIGHT SLEEVE CHECK AND SEAL (TYP) = 60-75% VALVE PROVIDE AND INSTALL UL LISTED PACKAGED PUMP • CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE MATERIAL PRIOR TO TRANSPORTING TO SITE. PERCOLATION TEST MUST BE PERFORMED �- TANK VOLUME � ALARM 3 ABOVE PUMP ON a PRIOR TO INSTALLATION OF ABSORPTION TRENCHES TO VERIFY THAT FILL MATERIAL z x & LAG PUMP ON CONTROL PANEL WITH VISUAL AND AUDIBLE ALARM. N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481 0 FLOAT SWITCHES - 2" HDPE SDR-9 INSTALL DUPLEX, ALTERNATING, TIME DOSE CONTROL MEETS THE DESIGN CRITERIA. INSTALL INSIDE FORCEMAIN INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTIC TANK LEACH ° ° o o —� PUMP PIT IN PANEL INSIDE HOUSE IN ACCESSIBLE LOCATION, SJ FIELDS. SYSTEM MATERIAL SPECIFICATIONS PROPOSED 1250 GAL o co 4"x 18" MIN. SLOT a PUMP ON LOCATION RHOMBUS IFS 31 W114H6A8AC10E17H OR EQUAL. • AFTER EXCAVATION OF TRENCHES TO THE DEPTH REQUIRED, THE WALLS AND FLOOR OF DUAL COMPARTMENT -' ACCESSIBLE 2" SCH-40 PVC PIPING ABSORPTION BED AGGREGATE PRECAST CONCRETE 1/3 LIQ. WITHOUT PIT ENTRY INSIDE WET WELL THROUGH WALL INSTALL POWER & CONTROL WIRING TO CONTROLLER EACH TRENCH SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED SECTIONS STONE IS TO BE 3/4" TO 1-1/2" WASHED CRUSHED STONE, SEPTIC TANK MINIMUM 2X WIDTH DEPTH PUMP OFF WITH ALARM IN HOUSE IN ACCORDANCE WITH OF TRENCH. EFFLUENT SEWER PIPE MAXIMUM 4X WIDTH ° UNION - LOCATE SUCH THAT UNION 16" MIN. CAN BE DISCONNECTED AND PUMP MANUFACTURER'S INSTRUCTIONS AND NATIONAL ELECTRIC • PLACEMENT OF AGGREGATE SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 1/8" PER FOOT MINIMUM a ° VOLUME OF DOSE TO REMOVED WITHOUT TANK ENTRY CODE (N.E.C.) REQUIREMENTS. AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE ABSORPTION SLOPE. a ° ° a a BE 36 GALLONS TRENCHES. EFFLUENT FORCE MAIN a ° ° a a REDUCING TEE POINTED DOWNWARD WITH 1" BALL VALVE THROTTLED TO ALLOW PUMP CONTROL AND FLOAT LEVELS TO BE INSTALLED TO • THE PIPE AND STONE SHALL BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT PIPING TO BE 2" SDR-9 HDPE ° °° ° ° �a ° ° TRICKLE DRAIN BACK INTO WETWELL ALTERNATE PUMP DOSING AND TO PROVIDE A 60 CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE FILTER FABRIC SEPTIC TANK NOTES PROPOSED 1000 GALLON PRECAST CONCRETE PUMP STATION ° ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DUPLEX EFFLUENT PUMPS GALLON DOSE (12 GALS PER CHAMBER) WITH 2-HOURS CONDITIONS. FILTER FABRIC TO BE 4.8 OZ/SY NON-WOVEN SEPARATION FABRIC, TENCATE MIRAFI DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED HYDROMATIC SHEF 50 LAG TIME BETWEEN DOSES, IN ACCORDANCE WITH • ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF 140N OR EQUIVALENT. BY UTOPIA ENTERPRISES OR EQUIVALENT. M2-20 BIOFILTER MANUFACTURER'S REQUIREMENTS. AWAY FROM THE DISPOSAL FIELD. HOUSE SEWER PIPE ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER BED HAS BEEN PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 1/4" PER FOOT WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PUMPS TO BE HYDROMATIC MODEL SHEF 50 M2-20, • INSTALLED. MINIMUM SLOPE. PLACED AS NECESSARY TO ACHIEVE A STABLE BASE. 230V, SINGLE PHASE, 50 GPM PUMP AT 30 FT TDH. TOPSOIL • THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND IS NOT DESIGNED TO PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED, MULCH, AND SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY [� VERIFY ELECTRICAL SERVICE PRIOR TO PURCHASING ACCOMMODATE EXTREME WATER USE OR EXTREME ORGANIC LOADING DEVICES SUCH AS ESTABLISH TURF. CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. SEPTIC TANK & PUMP STATION DETAIL PUMP. JACUZZI TYPE SPAS OR GARBAGE GRINDERS. • ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT. JOINTS BELOW THE LIQUID LEVEL NTS MUST BE TESTED BEFORE BACKFILLING. FROM THE WASTEWATER SYSTEM. WASTEWATER SYSTEM SETBACK SCHEDULE PROPERTY WATER LAKE ABSORPTION FIELD NOTES LINE HOUSE LINE GEORGE THIS DESIGN UTILIZES A STANDARD STONE ABSORPTION BED INSTALLED IN SHALLOW CONFIGURATION WITH PURAFLOO PEAT FIBRE BIOFILTER CHAMBERS. CUT ALL TREES, STUMPS SEPTIC TANK 10' 10' 10' 50' AND OTHER VEGETATION AT GRADE AND REMOVE. REMOVE STUMPS AND EXISTING ORGANIC ABSORPTION FIELD 10' 20' 10' 100' MATERIAL FROM SURFACE PRIOR TO PLACING FILL. USE TRACKED EQUIPMENT FOR ALL WORK FUTURE PURAFLO 4" MIN. TOPSOIL, SEED, MULCH PROPOSED PURAFLO IN ABSORPTION FIELD AREA. PEAT BIOFILTER CHAMBER AND ESTABLISH TURF PEAT BIOFILTER CHAMBER (TYPICAL 11) (TYPICAL 3) CONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM IN ORDER TO DIVERT SURFACE RUNOFF 354 FUTURE 13' STONE BED WIDTH 354 AROUND ABSORPTION FIELD. FOR PARCEL 27.1 (8-B/R DESIGN) 353 1.5'�' 4.5' S' 10' STONE BED WIDTH 353 FOR PARCEL 27.1 (3-B/R DESIGN) HDPE GASKETED LID STRAIN RELIEF CORD . - .`.`. CONNECTOR 352 ,..,: 3. 352 GRADE TO DRAIN AWAY •y FROM PUMP STATION . . . . . . . . 351 .". . . . 351 A r r r r r r r r r r r r r r T=im- O O O O O O - - - - - -. _. r, Y TEM FILL _1�°--, r_d"r- - - - YS TEM VE CABLE III III III III � .. ...... ,.. > .. .' :. . - - BOTTOM OF CHAMBER EL. 350.5 . .. .:.... .... ... ,.. .. .........:>... ... . r r r r r r r r r r r r r r r , . :• .., .. .. ,... ELECTRICALQUICK - - - -_ - - _ - _ - _ - _ - _ -'��' _ _ ,_ _ ,_ _ ,_ _ ,_ _ ,_ _ ,_ _ ,_ _ ,_ _ ,_ _ ,_ _ ,_ ,_ _ ,_ _ ,_ _ ,_ _ ,_ _ ,_ _ ,_ . ... .. .._...,.. : : .... <. .. . ....... .. . ... ... .......... . . .. ... ...,. .. .. .... ..:>..:...,. .. ., ..... :....:.. . . .. ,.. .. :......,. .. .,..... ..:..v. .. .., .... .. ..: ........ ..... :: .. DISCONNECT SHROUD (HDPE) 350 = :: .:':.:._.. .. .•. ,.. . = - - - - - - - - - - - - 350 r r r r r r r r r r r r �'�'�' r r r r r r r r r r r r ..-. : .-. ;.:: r r r r r r r r r r r r .., •`' BOTTOM OF BED EL. 349.5 ,. QUICK DISCONNECT ASSY. 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PVC HOUSE SEWER 347 347 1.25" DISCHARGE W �I .I I I- I IIIIIIIIIIIIIIIIIIIIII-III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII-III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 11�I1Tmoi`=;-`�� =�� :��:`_' �� ';.��- ' °= � ' t ��-- ` ��- yBOUNDAR y CQNDI TION 1UN 4 DEPTH III III III III—III III III III III III III III III III III—III III—III III III III III III III III III III III III III III III III III III I� ;' ''+:.'.::` '.'ty ALARM 346 �'� 346 ® IN36"LET � IIIIIIIIIIIIIIIIIIIII—III IIIIII—III -11 I—II II I IIIIIIIIII—III— CHECK VALVE II—IIIIIIIIIIII—III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 41.6" � 345 345 DISCHARGE ON 26„ FUTURE 13'x75'x1.5' DEEP ALRM #2 CRUSHED STONE BED PROP. 10'x38.5'x1.5' DEEP-1FILTER FABRIC OFF 18„ BOTTOM OF STONE EL. 349.5 #2 CRUSHED STONE BED (TYPICAL) ANTI-SIPHON PUMP ON BOTTOM OF STONE EL. 348.5 VALVE 14„ PURAFLO® PEAT FIBRE BIOFILTER & ABSORPTION BED PUMP OFF NTS DUAL WALL CORRUGATED 0 29.5" SEMI—POSITIVE HDPE TANK DISPLACEMENT TYPE PUMP E10NE DH071 GRINDER PUMP ASSEMBLY DETAIL NTS TAX MAP # 239.18-1-27.11 27.2 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. 0 ISSUED FOR AREA VARIANCE & SITE PLAN REVIEW 3/15/17 No. Revisions Date DETAIL SHEET - WASTEWATER prepared for Dark Bay Properties, LLC & Lawrence Davis 3300 State Rt. 9L - Lake George Dig Safely Town of Queensbury, Warren County, New York New4York ❑Call Before You Dig Drawn: LWD Checked: GTH I Scale: NOTED Date: 5/2/16 ❑Wait The Required Time ❑Confirm Utility Response 169 avl anRood ❑Respect The Marks Dig With Care Queensbury, NY 12804 ❑ (5188) 745-0307 Phone 29938-01 -S5 800-962-7962 www.digsatelyne"ork.com Hutchins Engineering (518) 745-0308 Fax SLOPE 10'-0" STANDARD SPECIFICATIONS FOR SILT FENCE EROSION & SEDIMENT CONTROL NOTES 12"(30cm INSTALLATION 0.C. MAX lo DETAIL DEFINITION CONSTRUCTION BARRIER OF GEOTEXTILE FABRIC INSTALLED ON THE CONSTRUCTION SPECIFICATIONS BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING EROSION CONTROL IMPLEMENTATION SCHEDULE WOVEN WIRE FENCE TO BE FASTENED EARTHWORK PHASES, SEDIMENT CONTROL FENCE SHALL BE INSTALLED AS SHOWN - � CONTOUR ACROSS A SLOPE TO INTERCEPT SEDIMENT LADEN SECURELY TO FENCE POSTS WITH WIRE TIES OR ON THE PLAN. :' 36" FENCE POST z"-5" 6 RUNOFF FROM SMALL DRAINAGE AREAS OF DISTURBED SOILS. STAPLES. POST SHALL BE STEEL EITHER "T" (5-12. cm) _ (15cm) DRIVEN MINIMUM 16" AT THE CONCLUSION OF EACH DAYS WORK AND AFTER EVERY STORM EVENT, PRACTICE IMPLEMENTATION TIME DURATION OF PRACTICE 1.Prepare soil before installing rolled OR "U" TYPE OR HARDWOOD. erosion control products (RECPs), INTO GROUND PURPOSE SEDIMINT CONTROL FENCE AND ANY OTHER EROSION CONTROL MEASURES SHALL including any necessary application ofFILTER CLOTH TO BE FASTENED SECURELY TO TO REDUCE RUNOFF VELOCITY & TO EFFECT DEPOSITION OF 02 lime,fertilizer,and seed. TRANSPORTED SEDIMENT LOAD. WOVEN WIRE FENCE WITH TIES SPACED EVERY BE INSPECTED FOR FAILURES OR SEDIMENT ACCUMULATION. ANY FAILURE SHALL SEDIMENT CONTROL PRIOR TO CLEARING AND SOIL ENTIRE PROJECT(REMOVE AFTER 2.Begin at the top of the slope by FINAL SITE STABILIZATION AND 6" anchoring the RECPs in a 6"(15cm) 24" AT TOP AND MID SECTION. FENCE SHALL BE IMMEDIATELY CORRECTED. FENCE DISTURBANCE APPLICATION VEGETATION ESTABLISHMENT ® (15cm) deep x se15cm) wide trench with ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED WITHIN 7-DAYS OF approximately 12" (3ocm) of RECPs SILT STOP EMBED IN _ MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO BE WOVEN WIRE, 6" MAX. MESH OPENING. 3B extended beyond the up-slope portion • WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN COMPLETION OF WORK IN THE AREA. ONLY AREAS WHICH AREA ACTIVELY UNDER GROUND 8 MIN. TEMPORARY SEEDING& UNTIL FINAL GRADING AND of the trench. Anchor the RECPs with THE FENCE PLACED ON A SLOPE: EACH OTHER THEY SHALL BE OVER-LAPPED AFTER INITIAL SITE GRADING a row of staples/stakes approximately (. :: :. CONSTRUCTION MAY REMAIN OPEN FOR MORE THAN 7-DAYS. ONCE MULCHING VEGETATION ESTABLISHMENT 12"(30cm)apart in the bottom of the .: 1:2 SLOPE (50%) 25-FT BY 6-INCHES AND FOLDED. FILTER CLOTH CONSTRUCTION IS COMPLETED IN THESE AREAS, SEED AND MULCH SHALL BE trench. Backfill and compact the , - ( ) 50-FT SHALL BE EITHER FILTER X, MIRAFI 100X, SUBSURFACE DURING DRIVEWAY FILLING& -+.. 1:3 SLOPE 33% r ench after in A .��'�►"� t e c ate stapling. Apply seed to ;�:. 8 z INSTALLED WITHIN 7-DAYS. PERMANENT the compacted soil and fold the 1:4 SLOPE (25%) 75-FT STABILINKA T140N OR APPROVED EQUIVALENT. INFILTRATION FACILITIES CONSTRUCTION remaining 12"(30cm) portion ofPREFABRICATED UNITS SHALL BE GEOFAB TEMPORARY EROSION CONTROL MEASURES, INCLUDING SEDIMENT CONTROL FENCE RECPs back over the seed and 1:5 SLOPE OR LESS 100-FT ^ ^ _ ENVIROFENCE OR APPROVED EQUIVALENT. AND OR MULCH SHALL BE INSTALLED AND MAINTAINED FOR ANY TEMPORARY - + . + �•^+' +' •+' '+•'.•'.V - compacted soil. Secure RECPs over - ' RAIN GARDENS DURING FINAL SITE GRADING PERMANENT ^ ^ +'•V'+++'+V'+'y'+••',•••'.•'r' _-__ compacted soil with a row of • MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW SHALL NOT / III staples/stakes spaced approximately EXCEED 1 4 ACRE PER 100-FEET OF FENCE WITH MAXIMUM MAINTENANCE SHALL BE PERFORMED AS SOIL STOCKPILE AREAS THAT ARE TO BE LEFT FOR MORE THAN 24-HOURS. III-I I I-I I / 12"(3ocm) apart across the width of NEEDED AND MATERIAL REMOVED WHEN SEEDING&OTHER I I I-I I-I I p`� PERSPECTIVE SOIL BACKFILL PONDING DEPTH OF 1.5 FEET. WITHIN 500' OF M.H.W. OF ANY LAKE, POND, RIVER, STREAM OR WETLAND, NO the RECPs. "BULGES" DEVELOP IN THE SILT FENCE. I I- I-III-III-I I 3.Roll the RECPs (A) down or (B) F� LAND AREA, NO LAND AREA, INCLUDING AREAS SOTCKPILED WITH EARTHEN VEGETATION AFTER FINAL SITE GRADING PERMANENT I I-I I I-I I-I I-III horizontally across the slope. RECPs - EROSION WILL OCCUR AS SHEET EROSION. i F-I I a I I-I I I-I I I-I I will unroll with appropriate side - CONCENTRATED WATER FLOW SHALL NOT BE DIRECTED TO MATERIALS, WHICH HAS BEEN CLEARED, MAY BE LEFT DEVOID OF VEGETATION FOR STABILIZATION I-I I I-I I I-I I I-I I I-I I I against the soil surface. All RECPs III-III-III-III-III-II must be securely fastened to soil FENCE. MORE THAN 24-HOURS WITHOUT A PROTECTIVE COVERING SECURELY PLACED OVER ^ ^ ^ surface by placing staples/stakes in " III-III-III-III-III-III appropriate locations as shown in the 36 FENCE POST DESIGN CRITERIA THE ENTIRE AREA AND/OR EROSION CONTROL MEASURES PROPERLY INSTALLED TO 3A M I MI MI MI MI I-I I staple pattern guide. - ALL SILT FENCES SHALL BE PLACED AS CLOSE TO THE PREVENT SEDIMENTS FROM ENTERING THE WATERBODY. ACCEPTABLE PROTECTIVE III-III-III-III-III=III 4.The edges of parallel RECPs must be VEGETATION SEEDING SCHEDULE -III-III-III-III-III= stapled with approximately 2" - 5" Z DISTURBED AREAS AS POSSIBLE, WITH A MINIMUM OF 10-FEET COVERINGS INCLUDE: NATURAL MULCH OF A DEPTH OF 2-INCHES, ROCK RIPRAP, I-I I 1EIII=I (5-12.5cm)overlap depending on the SILT STOP EMBED IN FROM THE TOE OF A SLOPE THE AREA BEYOND THE FENCE NON-DEGRADEABLE MATERIALS SUCH AS PLASTIC OR CANVAS COVERINGS AND RECOMMENDED APPLICATION I=III=III- 5.ConsecutRECPs ive RECPs spliced down the o GROUND 8e. Z " MIN. MUST BE UNDISTURBED OR STABILIZED. AREA OF SEEDING slope must be end over end(Shingle w IMPERVIOUS STRUCTURES. SPECIES/MIX RATE SII=I pp ( ) UNDISTURBED - SENSITIVE AREAS TO BE PROTECTED BY SILT FENCE MAYBE FOR GROUND CLEARING ACTIVITIES OCCURRING BETWEEN OCTOBER 15 & APRIL 15, _ style)with an approximate 3"7.5cm FLOW • 3"(7.5cm) overlap. Staple through overlapped �� GROUND NEED TO BE REINFORCED BY USING HEAVY WIRE FENCING FOR KENTUCKY i- BLUEGRASS,-i area, approximately 12"(3ocm) apart IN WHICH VEGETATION CANNOT BE ESTABLISHED, EXPOSED EARTHEN AREAS SHALL55 LBS/ACRE across entire RECPs width. \//�/ /\ ADDED SUPPORT. BE COVERED WITH EITHER A TARP COVER OR AN EXTRA HEAVY LAYER OF MULCH. LAWN AREAS CREEPING RED FESCUE, TOTAL WHERE THE ENDS OF THE SILT FENCE COME TOGETHER, THE PERENNIAL RYEGRASS CO • ANY AREA OF REVEGETATION MUST EXHIBIT A SURVIVAL OF A MINIMUM OF 80% OF � TWO ENDS SHALL BE OVERLAPPED, ROLLED TOGETHER AND TEMPORARY SEEDING Drawing Not To Scale 50 I I-I I I STAPLED TO PREVENT SEDIMENT BYPASS AT THESE THE VEGETATION THROUGHOUT THE YEAR FOLLOWING REVEGETATION. REVEGETATE FOR EROSION ANNUAL&PERENNIAL 55 LBS/ACRE *NOTE: SECTIONRYEGRASS MIX TOTAL NOM Disclaimer: In loose soil conditions, the use of CONNECTIONS. AS NEEDED TO MEET THIS REQUIREMENT. CONTROL � �. AMERICAN The information presented herein is general design information only.For specific applications,consult an staple or stake lengths greater than FABRIC MATERIAL CRITERIA • THE CONTRACTOR SHALL COMPLY WITH THE NEW YORK GUIDELINES FOR URBAN GMN• independent professional for further design guidance. 6"(15cm) may be necessary to SEDIMENT CONTROL FENCE DETAIL 5401St. e,IN4 -Cynt6ianand. PH:800-772-2040 propedysecure the RECP's. GRAB TENSILE STRENGTH 90 LBS ASTM 01682 EROSION AND SEDIMENT CONTROL AS PUBLISHED BY THE EMPIRE STATE CHAPTER STANDARD SPECIFICATIONS FOR MULCHING Posecvine,1V47633 �tirvw.tensarnagreen.com Drawn on:3.16.11 NTS ELONGATION AT FAILURE 50% ASTM D1682 OF THE SOIL AND WATER CONSERVATION SOCIETY. EROSION CONTROL BLANKET DETAIL • ANY AREA OF REVEGETATION MUST EXHIBIT A SURVIVAL OF A MINIMUM OF 80% OF DEFINITION THE VEGETATION THROUGHOUT THE YEAR FOLLOWING REVEGETATION. REVEGETATE APPLYING COARSE PLANT RESIDUE OR CHIPS, OR OTHER SUITABLE MATERIALS, TO NTS TREE PLANT L15T AS NEEDED TO MEET THIS REQUIREMENT. COVER THE SOIL SURFACE. CONSTRUCT BERMPURPOSE NOTE SEE SITE PLAN PER GRADING PLAN SYM COMMON NAME QUAN. SIZE SITE STABILIZATION THE PRIMARY PURPOSE IS TO PROVIDE INITIAL EROSION CONTROL WHILE A SEEDING FOR AREA AND GEOMETRY OR SHRUB PLANTING IS ESTABLISHING. MULCH WILL CONSERVE MOISTURE AND 12" MIN. ROCK OUTLET WEIR, TREES THE CONTRACTOR SHALL INITIATE STABILIZATION MEASURES AS SOON AS WIDTH PER PLAN LOCATION PER PLAN MODIFY THE SURFACE SOIL TEMPERATURE AND REDUCE FLUCTUATION OF BOTH. SUBBASE 2-3" MULCH EL. 8" ABOVE BASE WP EASTERN WHITE PINE VARIES G'-7' PRACTICABLE IN PORTIONS OF THE SITE WHERE ACTIVITIES HAVE TEMPORARILY MULCH WILL PREVENT SOIL SURFACE CRUSTING AND AID IN WEED CONTROL. MULCH :.......:...... � � �� NATIVE PLANTINGS, OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 7-DAYS. IS ALSO USED ALONE FOR TEMPORARY STABILIZATION IN NON-GROWING MONTHS. � SEE SCHEDULE APPROXIMATE SP WRITE SPRUCE VARIES 3 - 3.5" GAL ASPHALT PAVEMENT DRIVE :..:.. �. �. ..................... EXISTING GRADE CONDITIONS WHERE PRACTICE APPLIES n� n� n� n� n� STABILIZATION OF GRASS AREAS INCLUDES HYROSEEDING USING TACKIFIER ON , HL EASTERN HEMLOCK VARIES 3 - 3.5" GAL r r W ON SOILS SUBJECT TO EROSION AND ON NEW SEEDINGS AND SHRUB PLANTINGS. GRAVEL SUBBASE Z 2 SLOPES OVER 1:5 OR SEEDING AND INSTALLING A CONTINUOUS COVER OF FILTER FABRIC � � � � � DIEPTHI IPERIPLANi MULCH IS USEFUL ON SOILS WITH LOW INFILTRATION RATES BY RETARDING RUNOFF. - STRAW MULCH WATERED INTO PLACE. ON SLOPES OVER 1:3 INSTALL EROSION CRITERIA MIRAFI 14ON OR EQUAL .. ` � CONTROL BLANKETS OR WOOD CHIPS IN ACCORDANCE WITH THE DETAILED SITE PREPARATION PRIOR TO MULCHING REQUIRES THE INSTALLATION OF NECESSARY �, �, �, �, ,�, ............. RAIN GARDEN PLANT L 1ST " 12-18" MIN. ORGANIC TOPSOIL EROSION CONTROL PLANS AND IN ACCORDANCE WITH MANUFACTURERS EROSION CONTROL OR WATER MANAGEMENT PRACTICES AND DRAINAGE SYSTEMS. STONE FILLED INFILTRATION , , , 24 ` SLOPE GRADE AND SMOOTH THE SITE TO FIT NEEDS OF SELECTED MULCH PRODUCTS. �� o� .................... SYM BOTANIGAL NAME COMMON NAME SIZE REMARKS BED WITH 3�4"-2" INSTRUCTIONS. REMOVE ALL UNDESIRABLE STONES AND OTHER DEBRIS TO MEET THE NEEDS OF THE WASHED CRUSHED STONE :....... `" ................ ........ o��,o��,o��,o��, ��,o� � � � � � � � � � � � � � � � � � SHRUBS ANTICIPATED LAND USE AND MAINTENANCE REQUIRED. SITE CONSTRUCTION SE UENCING FILL SOILS IV 24-30 in Q APPLICATION RATES: ILEX VERTIGILLATA WINTERBERRY MOLLY B + B 12" PEFORA TED • INSTALL SEDIMENT CONTROL FENCING AND FILTREXX SILTSOXX AS MULCH - 2 TON/ACRE (2 BALES / 1000 SFf) MG MYRICA GALE SWEET GALE 18-24 in B B SHOWN ON PLANS. HDPE LATERALS RAIN GARDEN DETAIL WH HAMEMELIS VIRGINIANA WITCH HAZEL B B PLACE FILL FOR DRIVEWAY, COMPACT & INSTALL SUBSURFACE 4' STONE BED WIDTH PERENNIALS INFILTRATION FACILITY, GRAVEL SURFACE. INFILTRATION BED DETAIL RAIN &ARDEN MA I NTENANGE 5F IRI5 VER5IGOLOR BLUE FLAG IRIS 1 GAL CONTAINER GROWN • CONSTRUCT FOUNDATION AND HOUSE. RAIN GARDENS + DETENTION AREAS SHOULD BE TREATED AS A • CONSTRUCT WASTEWATER SYSTEM. NTS PA POLY5TIGHUM AGRO5TIGHOIDES CHRISTMAS FERN 1 GAL CONTAINER GROWN . PERFORM SOIL RESTORATION OVER LAWN AREAS OF SITE, INSTALL COMPONENT OF THE LANDSCAPING ROUTINE MAINTENANCE INCLUDES THE REPLACEMENT Of PLANTS. MULCHING AND WEEDING 10 MAINTAIN LG LOBELIA CARDINALI5 CARDINAL FLOWER 1 GAL CONTAINER GROWN FINAL LANDSCAPING AROUND HOUSE, TOPSOIL, SEED AND MULCH INSTALL CONTINUOUS FILTER FABRIC DROP INLET APPEARANCE. WEEDING IS IMPORTANT SO THAT WEEDS DO NOT PREVENT 5F ONOGLEA 5EN51BILl5 SENSITIVE FERN 1 GAL CONTAINER GROWN YARD AREAS. 3" SHREDDED BARK MULCH PROTECTION CONTINUOUS AROUND INLET UNTIL NATIVE PLANTS FROM ESTABLISHING THEIR ROOT SYSTEMS. CONSTRUCT RAIN GARDENS AND INSTALL TREE PLANTINGS.JP EUPATORIUM MAGULATUM SPOTTED JOE PYE WEED 1 GAL GONTAINER GROWN . PAVE DRIVEWAY 3" HIGH SAUCER SITE IS STABILIZED CAST IRON FRAME AND INLET GRATE IF STORMWATER REGiARGE ABILITY IS L05T BY SEDIMENT ACCUMULATION CF OSMUNDA GINNAMOMEA GINNAMON FERN 1 GAL CONTAINER GROWN 1' MINIMUM BURIAL DEPTH 5W PANGIUM VIRGATUM SWITGHGRASS SEED 1 1 1 1 1 2' MAX. ABOVE GRADE EXPOSURE OR WATER PONDS FOR MORE THAN 48 HOURS. REMOVE ACCUMULATED AMENDED PLANTING SOIL SEDIMENT AND CLOGGED BARK MULGi AND PLANTING SOILS AND REPLAGE. PLANTINGS NOTA= III-III- STANDARD SPECIFICATIONS FOR GROUT IN PLACE PLANTS SHOWN ARE MHMM SUGGESTIONS~ OTHER NATNE PLANTIIGS ON THE SITE ARE FINISHED GRADE TO BE G105EN BY THE OWNER AND INSTALLED WITH% APPROVED LINTS OF GLEARING 11 - G" min. INLET PROTECTION TRAFFIC COVER PLANTING NOTES I �I CONSTRUCTION SPECIFICATIONS 6" 1. PROTECT EXISTING TREES INDICATED TO REMAIN FROM SKINNING AND 11 1 1 III-III-11 -III- 1. FILTER FABRIC SHALL HAVE AN EOS OF 40-85. 23" MIN PRECAST FILLING AROUND BASE. G" min. BURLAP MAY BE USED FOR SHORT-TERM CONCRETE SECTIONS 2. THE GONTRAGTOR SHALL INSTALL 6" 70P501L IN LAWN AREAS AND 9'• 3.5" MIN APPLICATIONS. TOPSOIL IN PLANT BEDS AND ROUGH GRADE. THE CONTRACTOR WILL ��b000 0 00 0 0 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE SIZE PER PLAN PIPE SIZE AND INVERT PROVIDE FINE GRADING AND ALL SOIL AMENDMENTS. 0 00 0 0 2" BINDER COURSE ASPHALT RUBBER HOSE FRICTION GUARD JOINTS. IF JOINTS ARE NEEDED, THEY WILL BE ELEVATION VARIES, 3. AREAS INDICATED AS LAWN SHALL BE SEEDED WITH LOFT'S TRIPLEX 12" MIN a'D o CD o 0 o CD o CDo 1.5" TOP COURSE ASPHALT SHRUB PL,4NTING DETAIL OVERLAPPED TO THE NEXT STAKE. SEE PLAN GENERAL M. OR APPROVED IBX, AT A RATE OF 51bs PER 1000 $F. �o0 CD CD a GUY WIRE NOT TO SCALE 3. STAKE MATERIALS WILL BE STANDARD 2x4 WOOD OR AND MULCHED WITH 5TRAW OR HYDROSEEDED. - GRANULAR SUBBASE COURSE 4. PLANTING SOIL FOR BACKFILL OF NEW PLANTS AND PREPARATION OF OR 4 C SECTION 304 TYPE 2 EQUIVALENT. 6' III III III III III III III III III III III- OR 4 COMPACTED TO 95% 4. SPACE STAKES EVENLY AROUND INLET 3-FEET APART z PLANT BEDS SHALL BE A MXTURE OF 1 PART TOPSOIL, 1 PART STD. PROCTOR AND DRIVE A MINIMUM OF 18-INCHES DEEP. SPANS � COMPOSTED MANURE AND 1 PART PEAT MOSS. SUBGRADE COMPACTED TO GREATER THAN 3-FEET MAY BE BRIDGED WITH THE Z3 5. MULCH FOR TREES AND SHRUBS SHALL BE COARSE SHREDDED BARK. 90% STANDARD PROCTOR SPACING VARIES USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR FREE OF WOOD CHIPS. LEAVES OR OTHER UNAGGEPTABLE MATERIAL. 3" dia. CEDAR STAKES SEE PLANTING PLAN 2"" FINE SHREDDED BARK MULCH SUPPORT. 6 G. MULCH FOR PERENNIALS SHALL BE FINE SHREDDED BARK. FREE OF ASPHALT PAVEMENT DETAIL 8 ft LONG 5. FABRIC SHALL BE EMBEDDED 1-FOOT MINIMUM BELOW � WOOD Gi1P5. LEAVES OR OTHER UNACCEPTABLE MATERIAL. NTS 7. PLANTS SHOWN ON PLAN ARE MMM SUGGESTIONS. M ADDITION TO THE 3" SHREDDED BARK MULCH 3" SOIL SAUCER GROUND AND BACKFILLED. IT SHALL BE SECURELY CATCH BASIN DETAIL PLANTtAGS 15MCAnED. APPLICANT MAY ESTABLISH SITE SPECIFIC PLANTINGS 1 1/2" TOP COURSE FASTENED TO THE STAKES AND FRAME. 3" HIGH SAUCER CONSISTING OF NATIVE ADIRONDAGC SPEGES WITtiM THE PROPOSED LINNTS �18" 2" BINDER COURSE ASPHALT PAVEMENT 6. A 2x4 WOOD FRAME SHALL BE COMPLETED AROUND NTS OF DISTURBANCE. THE CREST OF THE FABRIC FOR OVERFLOW STABILITY. III =III III III III III III III= ASPHALT PAVEMENT II C 7. MAXIMUM DRAINAGE AREA 1-ACRE 6„ _ AMENDED PLANTING SOIL- e SOIL RESTORATION NARRATIVE AMENDED PLANTING 501E • SOIL RESTORATION IS A REQUIRED PRACTICE OVER PORTIONS OF THE SITE WHERE RAIN GARDEN THE NATIVE SOILS HAVE BEEN COMPACTED THROUGH EARTHWORK CONSTRUCTION o�o�oo o�o)oo o o o 0 G" min. SURROUNDINGS & AND WILL BE REVEGETATED IN ORDER TO RECOVER THE ORIGINAL PROPERTIES AND o o PLANTINGS POROSITY OF THE NATIVE SOILS. 0 o 0 o 0 0 o NOTE) THIS DETAIL SHALL � 1� /l��/IIS//lll�l� l/ �l� lll�rll/ 000 000 0 0 12" min APPLY TO ALL GROUND COVER. I�11�,//l��t/ FOR YARD AREAS, AERATE SOILS WITH SOIL AERATOR MECHANICAL IMPLEMENT Doo �o o O o O o PERENNIAL and ANNUAL BEDS. CD DURING FINAL GRADING, APPLY 6-INCHES OF TOPSOIL, SEED AND INSTALL EROSION CONTROL BLANKETS. TREE PLANTING DETAIL PERENNIAL BED PREPARATION NOT TO SCALE NOT TO SCALE �� II II II II II II II II ASPHALT WING SWALE DETAIL NTS TAX MAP # 239.18-1-27.1 27.2 �--�/�� O O o� � O ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED /�� 2" HEADWIDTH WOODEN SILT FENCE PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. STAKES PLACED 10' O.C. J2" HEADWIDTH WOODEN � CL � � � � � 4PVC SDR-35 PERFORATED STAKESPLACED 10ON CENTER " ' AREA TO BE CZ)W O O o O O O INLET PIPE, INSTALLED LEVEL, FPROTECTED CL � � STANDPIPE TO 6" ABOVE GRADE ILTREXX®SILT SOXXT" (8'; 9", OR 12" TYPICAL) SILT FENCE W/CAP W/(3) 1/2" HOLES O O O O O O FILTER FABRIC MIRAFI AREA TO BE PROTECTED O FILTREXX®SILT SOXXT" 0 ISSUED FOR AREA VARIANCE & SITE PLAN REVIEW 3/15/17 140N OR EQUAL WORK AREA (12" TYPICAL) INFILTRATION TRENCH FILLED No. Revisions Date WITH TRENCH WIDTH CRUSHED"STONE2" DETAIL SHEET - STORMWATER & LANDSCAPING PER PLAN INFILTRATION TRENCH DETAIL WORK AREA prepared for Dark Bay Properties, LLC & Lawrence Davis NTS SECTION TOP VIEW NOTES: 3300 State Rt. A - Lake George 1. ALL MATERIAL TO MEET FILTREXX®SPECIFICATIONS. El Town of Queensbury, Warren County, New York 2. SILT SOXXT"'FILL TO MEET APPLICATION REQUIREMENTS. 3. COMPOST MATERIAL TO BE DISPERSED ON SITE, AS Drawn: LWD Checked: GTH Scale: NOTED Date: 5/2/16 DETERMINED BY ENGINEER. 169 Hovilond Rood / FILTREXX® SILT SOXXTM W SILT FENCE Queensbury, NY 12804 29938-01 -S6 (518) 745-0307 Phone Hutchins Engineering (518) 745-0308 Fax M V Q T L 0 u V LL cQ G d M rl M rl rl O N Lf1 Lf1 No. DESCRIPTION DATE REVISIONS Q m v w p Q N r 18'-0" 18'-0" ¢ u v w U --------------------------------------------- -- � z z � ¢ � r r r U = 0Z - - - - - - i�i W ¢ - �__Jo I I I I = z o I I U a � V) 0 ¢ H o ,y COVERED PATIO 0j OPEN DECK �I Q � z o (18'-0" x 10'-0") i o 1 1 1 1 1 1 1 (18'-0" x 10'-0") o o z J F o I I I I I I I E w 0 �- I I I I I I I I I J p a: LLJ o I I I I I I I v o a I I I I I I I I I ,—0„ O �p� Q zx0 I I I I I I I I = .O O co 20 —0 20 w 000 P: c LLI oz 5 O z z z U Q to 0000 ¢ z � x l 0 �� N_ O F- I I CU -0 ~ aa I 6 � x 6 or I I O + D' W _C9 >L6W WORK IS TO BE AS SHOWN & I I NOTED AND IN ACCORDANCE FAMILY ROOM I j WITH MANUFACTURER'S RECOMMENDATIONS, TRADE ASSOCIATION PUBLISHED RECOMMENDATIONS AND O i i i o GREA ROOM GENERALLY ACCEPTED LOCAL I I I I I 19 -0 16 -8 ( ) CONSTRUCTION INDUSTRY °' (CATHEDRAL CEILING) PRACTICES. I I I I I I I I I I I I I j I I I I j I I I I 4 -0i UTILITIES 4 -0 (4'-9" x 5'-6") I ---- • o - -------------------------------- i -- BEDROOM ---------� o V1 r-------- I 1 DW I o I BATH i i I BEDROOM ((� ( '-3" x 6'11 ') i I i (11'-8" x 11'-9") IKITCHEN I V I I I I I I L----J I LAUNDRY N --- --- ------- N I W � ;_4 I Z -------------- I O BATH I b O/ (5'-6" x 10'-0") --- --- _ i I _EN ENTRY YER 2 BATH __ __ BEDROOM -�, --- --- x I � 8» — — ) I I I I I I I I I I I ; I I I I I I I � I COVERED PORCH ------ lLw-:::::: --------- > » L------------- BASEMENT LEVEL PLAN 24'-0" 1/4"=l'-O" 0 MAIN FLOOR PLAN 1/4"=1$-0" CAD FILE NAME ACAD\TERESI\A-1.1 SCALE 1/4" DRAWN BY DRAWING TITLE CONCEPTUAL FLOOR PLANS DRAWING No. � A- 1 M V Q T L V LL cQ G d O Lfl N M rl rl O N Lfl Lfl No. DESCRIPTION DATE � REVISIONS Q m v W O � N Q , N U wU z a� Z W z 6 V = z w ZQ � z _ } wo 111111 111111 111111 11 IT 11 111111 11 IT 11 111111 11 IT 11 *11 kLII Q J N O Ll O J O O 0 0 00 00 2 O N N 00 O �p� Q Zx0 N N p O ~ VJ L c I-I-— 5 O z 11 11 11 11 11 11 z c " a U U 00 L ) 00 Q Z F _ d N U 7 7�L 1-7V � xLL raQ U) U X O O �J p O + Of W �C-D >L6W C=� C=� C=7 \ / \ WORK IS TO BE AS SHOWN & NOTED AND IN ACCORDANCE \ WITH MANUFACTURER'S / \ \ ; RECOMMENDATIONS, TRADE ______1__J ASSOCIATION PUBLISHED C= RECOMMENDATIONS AND \ / GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY PRACTICES. RIGHT SIDE ELEVATION FRONT LAKE SIDE) ELEVATION 1/4"=l'—O" V1 � o N U � N 111TH 11IT11 11 al, 1111 111111 11 IT 11 11 WI U [111 111111 111111 1111 1 11 11111111 IIIIII uuII uu JjITII 111111 111111 111111 111111 111111 11111111111 111 Hill IIIIII 1 11 11 IT 11 11 IT 11 II IT II 11 IT Il 111111 1 III IIITII III o � 0 � a Z N / \ / p \ I O D� _ . . _ . — . — . — . _ _ . _ . ._ . _ . _ . . _ . — . — . — . _ _ . _ . _ . _ . _ . _ .. _ . _ . _ . _ . . _ . — . _ . _ . _ . — . _ 0 CAD FILE NAME t i i ACAD\TERESI\A-1.1 i! !i SCALE 1/4" = 1'-0" I I I L___-___—___t-----------J I DRAWN BY -- I I REAR ELEVATION DRAWING TITLE 1/4"=l'—O" LEFT SIDE ELEVATION CONCEPTUAL 1/4"=1'-0" BUILDING ELEVATIONS DRAWING No. L A- 2