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Compiled Frazier AV Submission minus PDG 111519 red2 169 Haviland Road Queensbury, NY 12804 Hutchins Engineering Phone: (518)745-0307 Fax: (518)745-0308 November 15, 2019 Town of Queensbury Planning & Zoning Boards 742 Bay Road Queensbury NY 12804 Re: Meghan & Daniel Frazier— 12 Shore Acres Rd — Cleverdale— Lake George New Home Construction Tax Map ID: 227.17-1-11 Dear Chairmen Traver, Freer& Board Members: This office along with the Phinney Design Group, Studio A Landscape Architecture and Michael J. O'Connor, Esq represents Meghan and Daniel Frazier with respect to their new home construction and site redevelopment project at 12 Shore Acres Rd on Cleverdale. The 2.84- acre parcel contains 228-LF of shoreline upon Lake George and was developed many years ago by a previous owner. The main house and a guest cottage were removed by the previous owner in 2017 in anticipation of a new home construction project. That project did not materialize and subsequently our clients purchased the parcel in early 2019 and have spent the time since then planning and designing the proposed project. The project proposes to construct a new 7-bedroom home with an attached garage and gazebo. Also proposed is a Porte-Cochere at the main entrance of the house, a 500 SF, 2-bedroom bunkhouse, a new driveway over the southerly portion of the parcel, a sports court, enhanced wastewater treatment system (Puraflo Peat Chambers) and extensive landscaping and shoreline buffering. Site plan review is being sought for the creation of new floor area within the Lake George Critical Environmental Area, a Major Stormwater project, a Stormwater Pollution Prevention Plan (Basic SWPPP, Erosion & Sediment Controls for land disturbances greater than 1-acre) and a driveway exceeding 10% (12% proposed for 125 LF of the new drive). It has been determined by the Zoning Administrator that the Porte-Cochere constitutes a second garage on the parcel and that the covered Gazebo adjacently north of the main house is an accessory structure. Due to these determinations, Area Variance relief is respectfully requested for the Porte-Cochere as a second garage and the Gazebo (440 SF) as additional accessory structure area. All other zoning requirements are met for the project and we respectfully ask that this project be placed on the agendas of the boards at the December 2019 meetings. Enclosed please find 15 copies of submission packages for each board, consisting of applications, survey, engineered site plans and details, landscape architectural plans, architecturals for the main house and bunkhouse and SWPPP and Stormwater Management Report (planning board only). Thank you for your assistance with the project and please contact this office if you have any questions or if you require additional information. Best Regards, Lucas W. Dobie, P.E. Associate—Design Engineer Enclosures Cc: Meghan & Dan Frazier Michael J. O'Connor, Esq. Brennan Drake, RA- Phinney Design Group Justin Winters, RLA- Studio A Landscape Architecture Area Variance [ZBA approved: September 21 2016] General Information Tax Parcel ID Number: 227.17-1-11 Zoning District: WR Detailed Description of Project [include current&proposed use]: Current Use: vacant parcel Proposed Use: Single-family residence Location of Project: 12 Shore Acres Road-Cleverdale Applicant Name: Meghan&Daniel Frazier Mailing Address 8 Connor's Way Home Phone City, State,Zip Saratoga Springs,NY 12866 Work Phone Cell Phone (518)857-0351 E-Mail: megfrazier25@gmail.com FAX No. Agent's Name:Hutch i s Engineering,Studio A,Phinne 'Mailing Address 169 Haviland Road Design Group,Little,O'Connor&Borie, Home Phone P.C. City, State,Zipry Queensbu NY 12804 Work Phone (518)745-0307 Cell Phone E-mail lw lobie@hutchinsen ineerin com FAX No. g g• (518)745-0308 bdrake@phinneydesign.com,mj6connor0locblaw.com Owner's Name Mailing Address same as applicants Home Phone City, State,Zip Work Phone Cell Phone E-mail 7�� Page 1 Area Variance [ZBAapproved: September 212016] Additional Pro'ect Information 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): 3. Does this project require coverage under the New York State Pollutant Discharge Elimination System(SPDES)Permit Program? ✓Yes/_No 4. Estimated project duration: Start Date: 1 15 2020 End Date: 6/30/2021 5. Estimated total cost of project: $3M 6. Total area of land disturbance for project: 2-4-AC 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/Commercial CM/Cl 0.3 Intensive 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. Parcel Area 123,710.4 s . ft. Existing Floor Area 0 s . ft. see above definition Pro osed Additional Floor Area 13,605 s . ft. Proposed Total Floor Area 13,605 s . ft. Total Allowable Floor Area 27,216 Area x 0.22 see above table Page 3 Area Variance [ZBA approved: September 21 2016] Section 179-14-030—Application materials Application materials and site plan drawing is to include sufficient information for the Board to review and provide a decision. The applicant is to provide a site plan drawing(s)—a survey showing existing conditions,a proposed conditions map(see page 00 for specific criteria)and include any other attachments that address A,-D as applicable to the proposed project. A. General Shown on Sheet# 1 Title,Name,Address of applicant&person responsible for preparation of drawingALL 2 Deed Attached 3 North arrow,Tax Map ID, date prepared and scale minimum: 1 inch=40 feet] ALL 4 Boundaries of the property plotted to scale,zoning boundary ALL 5 Principal structures,accessory structures with exterior dimensions S1-S2 6 Site improvements incl.outdoor storage areas,driveways,parking areas,etc.: existing& proposed S1-S2 7 Setbacks for all structures and improvements: existing&_proposed S1-S2 8 Elevations and floor plans of all 2roposed and affected structures ARCH B. Water& Sewer Shown on Sheet# I Project sewage disposal facilities,design details,construction details, flow rates,and number of bedrooms proposed S2-S3 2 Water supply[i.e. well] & septic on adjoining lots with separation distances to existing or ro osed on-site water supply ands tic S2 3 Separation distances for proposed sewage disposal s stem to well and water bodies S2 4 Existing public or private water supply[well,lake,etc.]. Method of securing public or private LC- water,location,design and construction of water supply including dafly water usa a s2 5. Percolation test location and results S2 Parkin 1.Permeable Areas Shown on Sheet# 1 Number of spaces required for project including calculations and justification: existing& Residential proposed 2 No. of existing parking spaces,number to be removed,number to maintain and type of surfacing material c. .,gravel,paved] Residential 3 Provision for pedestrian and handicap access and parking: existi &proposed Residential 4 Desien details of ingress,egress,loading areas and cutting: existing&proposed S2-S3 5 Location and character of green areas [existing and proposed],modification to green area,buffer zone to remain undisturbed L1 6 Lighting, location and design of all existiE&and proposed outdoor lighting BLDG MT D. Additional Site Development and Miscellaneous Shown on Sheet# 1 On-site&adacent watercourses,streams,rivers,lake and wetlands L1 2 Utility/enM distributions stern rgas,electric,solar,teI hone : existing& ro osed S2-S3 3 Location,design and construction details of all existing and proposed site improvements including: drains,culverts,retainingwalls fences, fire&emergency zones and hydrants, etc. S2-S3 4 Square footage of bldg. area proposed for office,manufacturing,retail sales or other commercial activities: existin &proposed Residential 5 Si : Location,size,type, desi and setback: existin &proposed Residential 6 Waiver Request: provide letter with application requesting any waivers: please reference specific items - 7 Commercial/Industrial Development requires submission of Landscaping, Stormwater Management,GradjES&Lig-hjing Plans Residential 8 Identification of Federal, State or County permits required for the project together with a record of 42plication for all necessary permits SWPPP Page 5 Area Variance [ZBA approved: September 21 2016] This page includes the 1.) Authorization to Act as Agent Form: 2.) Engineering Fee Disclosure;3.) Authorization for Site Visits; 4.) Other Permit Responsibilities; 5.)Official Meeting Disclosure and 6.)Agreement to provide documentation required. OWNER'S AGENT FORM: Complete the following if the OWNER of the property is not the same as the applicant: Owner: Designates: as Agent regarding the following: Variance Site Plan Subdivision For Tax Map No.: Deed Reference: Book Page Date OWNER SIGNATURE: DATE: APPLICANT'S AGENT FORM: Complete the following if the APPLICANT is unable to attend the meeting or wishes to be represented by another party: Owner: Meghan&Daniel Frazier Hutchins Engineering,Studio A,Phinney Design Group,Little O'Connor&Borie,P.C. Designates: as Agent regarding tVie following: Variance ✓ Site Plan Subdivision For Tax Map No.: 227.17-1-11 Deed Reference: Book 5892page 10 Date 2/22/19 OWNER SIGNATUR DATE: 11 I ,1 2. ENGINEERING FEE DISCLOSURE: Applications maybe referred to the Town consulting engineer for review of septic design, storm drainage, etc. as determined by the Zoning or Planning Department. Fees for engineering review services will be charged directly to the applicant. Fees for engineering review will not exceed$ 1,000 without notification to the applicant. 3. AUTH RIZATION FOR SITE VISIT : By signing this page and submitting the application materials attached herein, the Owner,Applicant,and his/her/their agent(s)hereby authorize the Zoning Board or Planning Board and Town Staff to enter the subject properties for the purpose of reviewing the application submitted. 4. OTHER PERMIT RESPONSIBILITIES: Other permits may be required for construction or alteration activity subsequent to approval by the Zoning Board or Planning Board. It is the applicant's responsibility to obtain any additional permits. 5. OFFICIAL MEETING MINUTES DISCLOSURE: It is the practice of the Community Development Department to have a designated stenographer tape record the proceedings of meetings resulting from application, and minutes transcribed from those tapes constitutes the official record of all proceedings. 6. AGREEMENT TO PROVIDE DOCUMENTATION REQUIRED: 1, the undersigned, have thoroughly read and understand the instructions for submission and agree to the submission requirements, I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans and supporting materials are a true and complete statement/description of the existing conditions and the work proposed, and that all work will be performed in accordance with the approved plans and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents, will obtain a certificate of occupancy as necessary. I also understand that I/we may be required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy I have read and agree to a above. Si urtf[ pplic Pr' a[Appli t] I Date signed Print ame[Agent Date ne Page 7 WARREN COUNTY--STATE OF NEW YORK PAMELA J.VOGEL, COUNTY CLERK a i 1340 STATE ROUTE 9, LAKE GEORGE,NEW YORK 12845 COUNTY CLERK'S RECORDING PAGE 'THIS PAGE IS FART OF THE DOCUMENT-DO NOT DETACH*** Recording: Cover Page 5.00 Recording Fee 40.00 Cultural Ed 14.25 Records Management - Coun 1.00 Records Management - Stat 4.75 Additional Names 1.00 BOOK/PAGE: 5892 / 10 TP584 5.00 INSTRUMENT #: 2019-1109 RP5217 - County 9.00 RP5217 All others - State 241.00 Receipt#: 2019488445 Clerk: VS sub Total : 321.00 Rec Date: 02/22/2019 12: 15: 58 PM Doc Grp: RP Transfer Tax Descrip• DEED Transfer Tax - State 10800.00 Num Pgs: 5 Sub Total : 10800.00 Rec'd Frm: SNEERINGER MONAHAN PROVOST Partyl: LRD L.LC Party2 : FRAZIER MEGHAN Total : 11121.00 Town: QUEENSBURY �`*** NOTICE: THIS IS NOT A BILL *** ***** Transfer Tax ***** Transfer Tax #: 1676 Commercial Transfer Tax Consideration: 2700000.00 Transfer Tax - State 10800.00 Total : 10800.00 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. SHANNON FRAZIER ESQ 0 CONNOR FIRST Pamela I Vogel 20 CORPORATE WOODS Warren County Clerk ALBANY NY 12211 /" Al Record&Return to: oM sAah��6&-a r o WARRANTY DEED THIS INDENTURE made the 12th day of February 2019, BETWEEN 5 LRD, LLC, a Virginia limited liability company, conducting business in New York as LRD Shore Acres, LLC, with an address at 321 Broadway, Saratoga Springs, New York 12866 (hereinafter referred to as "Grantor") and MEGHAN FRAZIER and DANIEL FRAZIER,residing at 8 Connor's Way,Saratoga,New York 12866, as wife and husband, (hereinafter referred to as "Grantee") WITNESSETH, that the Grantor, in consideration of ONE AND 00/100 DOLLAR ($1.00) lawful money of the United States, and other good and valuable consideration paid by the Grantee, does hereby grant and release unto the Grantee, the successors and assigns of the Grantee forever, ALL THAT TRACT OR PARCEL OF LAND, situate in the Town of Queensbury, County of Warren and State of New York more particularly bounded and described as follows: SEE SCHED ULE A A TTACHED HERETO AND MADE A PAR T HEREOF BEING the same premises conveyed to the Grantor herein by 1)Rebeca Lupe Owen,Steven Lupe Owen Schuster f/k/a Jennifer Lupe Owen and Amy Miller f/k/a Amy Lupe Sullivan, by deed dated July 21, 2017 and recorded in the Warren County Clerk's Office on July 26, 2017 in Book 5596 of Deeds at page 133,2)Rebecca Lupe Owen and Steven Lupe Owen,as Co-Executors of the Estate of Amelia Lupe Owen,by deed dated July 21,2017 and recorded July 26,2017 in Book 5596 Page 141 and 3) LRD, LLC by deed dated July 21,2017 and recorded July 26,2017 in Boole 5596 Page 147 in the Land Records of the Warren County Clerk's Office. THIS conveyance is made in the ordinary course of business and with the unanimous consent of the sole member of the Grantor herein and does not constitute a sale of all or substantially all of the assets of the Grantor. SUBJECT to all enforceable covenants, easements, conditions and restrictions of record affecting said premises. TOGETHER with the appurtenances and all the estate and rights of the Grantor in and to said premises, TO HAVE AND TO HOLD the premises herein granted unto the Grantee,the successors and assigns of the Grantee forever. AND the Grantor covenants as follows: FIRST, that the Grantee shall quietly enjoy the said premises; SECOND, that the Grantor will forever Warrant the title to said premises. THIRD the Grantor, in compliance with Section 13 of the Lien Law, covenants Grantor 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. IN WITNESS WHEREOF, the Grantor has duly executed this deed the day and year first above written. In Presence of LRD, LLC y: ary Its: Member STATE OF CALIFORNIA ) ss.. COUNTY OF Vie, ) On the 13%-- day of February in the year 2019 before me,the undersigned, a notary public in and for said state,personally appeared MARY P. DEVINE,personally known to me or proved to me on the basis of satisfactory evidence to be the individualW whose names-01 \are subscribed to the within instrument and acknowledged to me that he Io' they executed the same in histheir capacity(,iesj, and that by his` ze heir signature,('on the instrument, the individual('5.e,or the person upon behalf of which the individualJ,,-.�acted, executed the instrument. Notary Public C ALONG y Commission No. 2214136 z NOYARY PUBLIC CALIFORNIA n ' f RIVFR$IOE COUNTY My Comm E npires OCTOBER 12 2021 4835-1715-2562,v. 1 Westcor Land Title Insurance Company Issued by SNEEIUNGEJ? MONAHAN PR 0 VOST RED GRA VE TITLE AGENCY, INC. SCHEDULE A DESCRIPTION OF PREMISES PARCELI 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 more particularly bounded and described as follows: BEGINNING at a point on the shore of Lake George at the approximate high water mark of Lake George on the westerly side of that point of land known as Cleverdale, at the northerly line of lands reputedly now or formerly of Phillips, running thence along the shore of Lake George at the approximate high water mark N. 56' 10' E. a distance of 18.01 feet to a point; thence N. 500 25' E. a distance of 24.83 feet to a point on the shore of Lake George at the approximate high water mark which point is 46.47 feet from the southeasterly corner of the dock now owned by the party of the first part; thence S. 57' 58' E. a distance of 147.68 feet to a point; thence S. 64' 57' E. a distance of 95.54 feet to a point; thence S. 71° 50' E. a distance of 331.76 feet to a point which is located in the center of that road known as the Cleverdale Road; thence S. 190 30' W. a distance of 40.01 feet along the center line of said road to a point in the center of the said road, thence N. 71 e 50' W. a distance of 333.23 feet to a point; thence N. 64" 57' W. a distance of 100.41 feet to a point; thence N. 57' 58'W. a distance of 165.29 feet to the point of beginning on the shore of Lake George. For Information Only, Not Insured: Said parcel contains an area of+1- .54 acres. PARCEL 2 ALL that certain piece or parcel of land situate, lying and being in the Town of Queensbury, County of Warren and the State of New York, more particularly bounded and described as follows: BEGINNING at a point in the easterly shore of Lake George on the westerly side of Cleverdale at the northwest comer of the lands of Steven Lupe Owen and others as conveyed to them by deed dated June 8, 1985, recorded in book 671 of deeds at page 561; running thence northerly along the shore of Lake George as it winds and turns a distance of 183.00 feet more or less to the southwest corner of the lands of Inwald Enterprises LLC as described in book 3380 of deeds at page 213; running thence along said lands, the following two courses and distances: (1) North 57 degrees, 34 minutes and 02 seconds East, a distance of 8.00 feet more or less to a capped iron rod found in the ground for a corner; (2) North 57 degrees, 34 minutes and 02 seconds East, a distance of 9.25 feet to a marble monument found; thence continuing along said lands the following two courses and distances: (1) South 66 degrees,40 minutes and 37 seconds East, a distance of 114.59 feet to a % inch iron pipe found; (2) South 70 degrees, 37 minutes and 54 seconds East, a distance of 93.72 feet to an iron pipe found; thence continuing along said lands and other lands of Inwald Enterprises, LLC as described in book 3486 at page 252, South 70 degrees, 37 minutes and 26 seconds East, a distance of 261.59 feet to a capped iron rod set in the ground for a corner in the assumed westerly bounds of Cleverdale Road; thence continuing along said lands, South 70 degrees, 37 minutes and 26 seconds East, a distance of 25.01 feet to the center of said Cleverdale Road; thence running southerly along said Cleverdale Road, the following two courses and distances: (1) South 20 degrees, 56 minutes and 12 seconds West, a distance of 146,56 feet; (2) South 21 degrees, 46 minutes and 18 seconds West, a distance of 39,86 feet to the northeast corner of said lands of Steven Lupe Owen, et. Al.; thence running along said lands the following five courses and distances: (1) North 72 degrees, 00 minutes and 36 seconds West, a distance of 25.05 feet; Sneeringer Monahan Pravost Redgrave Title Agency,Inc.-tf'ertcor Land 71ffe bmurance Campanj-Sneeringer Monahan Prnvost Redgmve Title Agency,Ina Westcor Land Title Insurance Company Issued by SNEERINGER MONAMANPROVOSTRED Gju vE TITLE AGENCY, INC. (2)North 72 degrees, 00 minutes and 36 seconds West, a distance of 308.88 feet; (3) North 64 degrees, 37 minutes and 00 seconds West, a distance of 95.40 feet- (4) North 57 degrees, 59 minutes and 17 seconds West, a distance of 137.26 feet; (5) North 57 degrees, 59 minutes and 17 seconds West, a distance of 10.00 feet more or less to the point and place of beginning. For Information Only, Not Insured: containing 2.30 acres of land to be the same more or less. THE ABOVE TWO DESCRIPTIONS ARE TOGETHER BOUNDED AND DESCRIBED AS FOLLOWS: ALL that certain piece or parcel of land situate, lying and being in the Town of Queensbury, County of Warren and the State of New York, more particularly bounded and described as follows: BEGINNING at a point in the easterly shore of Lake George on the westerly side of Cleverdale at the northwest corner of the lands of James J. 8t Joan E. Meyer as conveyed by deed book 4467 page 241; running thence northerly along the shore of Lake George as it winds and turns a distance of 228 feet more or less to the southwest corner of the lands of Inwald Enterprises LLC as described in book 3380 of deeds at page 213; running thence along said lands, the following two courses and distances: (1) North 57 degrees, 34 minutes and 02 seconds East, a distance of 8.00 feet more or less to a capped iron rod found in the ground for a corner; (2) North 57 degrees, 34 minutes and 02 seconds East, a distance of 9.25 feet to a marble monument found; thence continuing along said lands the following two courses and distances: (1) South 66 degrees,40 minutes and 37 seconds East, a distance of 114.59 feet to a % inch iron pipe found; (2) South 70 degrees, 37 minutes and 54 seconds East, a distance of 93.72 feet to an iron pipe found; thence continuing along said lands and other lands of Inwald Enterprises, LLC as described in book 3486 at page 252, South 70 degrees, 37 minutes and 26 seconds East, a distance of 261.59 feet to a capped iron rod set in the ground for a corner in the assumed westerly bounds of Cleverdale Road;thence continuing along said lands, South 70 degrees, 37 minutes and 26 seconds East, a distance of 25.01 feet to the center of said Cleverdale Road; thence running southerly along said Cleverdale Road, the following two courses and distances: (1) South 20 degrees, 56 minutes and 12 seconds West, a distance of 146.56 feet; (2) South 21 degrees,46 minutes and 1 B seconds West, a distance of 79.95 feet to the northeast corner of said lands of James J. Meyer, et. al.; thence running along said lands the following five courses and distances: (1) North 72 degrees, 00 minutes and 36 seconds West, a distance of 25.05 feet; (2) North 72 degrees, 00 minutes and 36 seconds West, a distance of 308.82 feet; (3) North 64 degrees, 37 minutes and 00 seconds West, a distance of 100.30 feet; (4) North 57 degrees, 59 minutes and 17 seconds West, a distance of 156.44 feet; (5) North 57 degrees, 59 minutes and 17 seconds West, a distance of 6.00 feet more or less to the point and place of beginning, containing 2.84 acres of land to be the same more or less. Bearings given in the above description refer to magnetic North. Sneeringer Monahan Provost Redgrave Title Agency,Inc.—We teor land Title limirawee Company-SneeriNer Monahan Provost Redgrave Title Agency,Tne. gt over aF , i M N h��ti e�Tf �;`�^� e>+�� F��° - " z�; � - y� "�4 - yt$�<.Gan.,•�n. ken� i. r ec S a_ MW MR `a s-� h e��^� 4V U,�',., .�3� y.:E P 2✓T 3 �,y - - i r nit.4'•'S-"if . `tNz .a. ,� ..si,. M.�! v�`':x�. � •,-a �`'^ `":�<. z .:` ' �s::fi err-� ..._ ,,L beak"a �' `''`�7"��5"F�. <�: ^r �,,.y?' �, '� - �✓.�nare.�^ro un. SITE LOCATION �I LOCATION MAP NEIGHBORHOOD MAP SITE LOCATION ex.A., iii a S1 Tic DRAWHNG LIST, SURVEY 9% 9MAMML 5 ENGINEERING PLANTS Area variance Planning board S2 - OVERALL SITE PLAN Submissions: AW NovemberS3 ® DETAIL SITE PLA 15, 2019 S4 - EROSION & SEDIMENT CONTROL PLAN S5 - HOUSE SECTIONS - BUILDING HEIGHT CAL-CS C I e-uv- -e 14v-d a S6 - WASTEWATER DETAIL SHEET nm arris ommay Lake t: 0 1 S7 - CONSTRUCTION DETAIL SHEEN' LANDSCAPING PLANS 'ff O NERS APPLICANTS T -qeo EGHAN & DANIEL FRAZIER L3. 11 - PROPOSED LANDSCAPING PLAN CONNORS WAY L3. 10 ALTERNATIVE BUFFER COMPLIANT PLAN Wa-arren SA TOGA SPRINGS, NY 12866 ewmywork State ' i 'max malao% 17 ZONING E I E S WR - WATERFRONT RESIDENTIAL MINIMUM LOT SIZE: 2-ACRES SHORELINE SETBACK: 73.1r (50' MIN. OR"G. OF 2-ADJOINING NEIGHBORS, WHICEVER IS MORE RESTRICTIVE, NORTHERLY NEIGHBOR: 94.1 , SOUTHERLY: 52') FRONT SETBACK: 30' SIDE SETBACKS: 25' REAR SETBACK: 301 MAX. BUILDING HEIGHT: 289 (16' FOR ACCESSORY STRUCTURES PERCENT PERMEABLE: 75% MAX. FLOOR AREA RATIO: 22®/0 Meghan & Daniel Frazier 12 Shore Acres Rd Dig Safely. Cleverdale - Lake George New York Du e ®Call Before You Dig 169 Haviland Road ED Wait The Required Time J t E'V e S Queensbury,NY 12804 IM Confirm utility Response IM Respect The Marks L$n ��' g`jT e r S t.0 cl i o PHINNEY [518) 745-0307 Phone 189 Haviland Road Queeaeb�zry, New York 12804 mm � �. p Aid it oua ! D�RC " D ES IG N G ROUHutchins Engineering (518) 745-0308 Fax ®p/Bi�g With Care .�.b.� 800-962.7962 wwwAlgsafeiynewyork.com (518) 792-8474 New York Lie. No. 50135 ZONING E4NTS FLOOR AREA RATIO 3 WR - WATERFRONT RESIDENTIAL ZONE- WR(WATERFRONT RESIDENTL4L) PROPOSED FLOOR AREAS sHoRaINE SETBACK.- 73.1, MAXIMUM FLOOR ARE4 RAT70-0.22 BASEMENT =3875 SF PARCEL ARE4-123,871 5F=284-AC FIRST FLOOR =3360 SF (OR AVER4GE OF 2-ADJOINERS, SECOND FLOOR =2530 SF LANDS NIF OF WHICHEVER IS MORE RESTRIMVE, TOTAL ALLOWABLE FLOOR ARE4 GARAGE = 1025 SF INWALD ENTERPRISES, LLC NORTHERLY NEIGHBOR:94.1' SOUTHERLY NEIGHBOR:52) 123,871 SF x 0.22 27,252 SF 34861252 COVERED DECKS,SCREEN PORCH, LANDS NIF OF FRONT SETBACK. 30' INWALD ENTERPRISES, LLC O�\ COVERED PATIO, GAZEBO, 33801213 RE4R SETBACK, 30' PORTE COCHERt 2315 SF P�K. Nail found O�42'North Of Line, ........ - 25' SIDE SETBACKS. BUNK HOUSE 500 SF PROP (8)MODULE MAX. BUILDING HEIGHT.- 28' PURAG W1W SYSTEM hooge Corner W/1 WX 80'STONE ABS,BED N6AOM Clear By G.5' (I 6'FOR ACCESSORY STRUCTURES) Ajjoiner'5 Wood TOTAL FLOOR AREA = 13,605 SF Hoo5e Corner ' 75% 4 C I P-5 PERCENT PERME4BLE. 0 FLOOR AREA RATIO =0.11 frame, Hou5e 4"PVC Drair Clear by 77 Mr �ilpe,lnv=32G.15 4"PVC Drain 2U'lvlaple MAX. FLOOR AR54 RA770:22 (Center)0,50 0.3' North Pipe,Inv=330. Z5 CIKF Of Line North Of Line 7, 0 �'25 S70037'26"E Y �Ioij5e Corner N57034'02"E B G,4 2,61.59' 9.25' 4"E 9 PROP.SPOR T t% + A PROP.LANDSCAPING, COURT PROP.BZOFILTER ROCKS(TYP.) Ir KE P'E Mean High Water: 320.20 *9, 1 .59,/ % 338 33S "Zi X, "ORGE 40 EXIST,DRIVE Lake Elevation 319.6' T.B.R&REVEGETATED NO 335 PROP.RAZSDED GARDEN FEI ED 228'± Along Shore Ai4ea 41, LO . . .. . . LID N45027t1311E 23,,971 q. f t". 4v,*, Tie Line 2.84 acre$, 211.91 ' R4rce 2?7. i7-I-1`� 0 Tax CM 0 -343 o) MAPLE T.B.R. 0 PROP.B1OF1L I CK 262.5' -e Tp n2ir V "y TANKS &PUMP STATION 40 4J PROP. WATER 0 N W FEATURES 01 �Z Q.9* ATED )% PROP.VEGET M 4U TP-10 DETENTION An 7- r �_Y od- 0 W V Lluo PbOL,, V 25-0 5 0 332.S j'� 6 SEE LANDSrAPING PLAN 1Y FOR SHORELINE PLANTINGS ILI FM - S/W L, 3 0 .4 4 L3 LO r j co % . ...... F optic rt ea Ja I PROP.PA77C kr': Z1_ Water Line TP-5 Y PROP.500 5F POP S/ FpMM 2-BIR BUNKHOUSE 3 6 77 .. ...... 951' Sid 332.5 40 15'5 334.s . 77; D_,:k S W 44' IV57 51 A, 334 li, 333.5 'X� PROP.14'W ASPHALT 334----rp--3- 8. 2 30 J/2" IRF: PAVEMENT DRIVEWAY 336, 336 -- ------- 12%MAX.SLOPE 100.30' 335 N72 0 oo 36 Wi CY 011W PROP.VEGETATED N64'37 0 MMF MM,_/ DETENTION AREA PROP,10"HDPE IRF PROP.VEGETATED C CULVERT DETENTIONAREA GiKf _T1 1pf C[Kff PROP.COLD WEATHER Adjoi,ner' 0 Mmf -5 Woo Fuel Cover INFILTRATION TRENCH d (TYP.) 0 0 41 V- (y) NEIGHBORING PURAFLO W/W SYSTEM Lands NIF Of _INFILTRATION TESTS James J. &Joan E Meyer Stonelcravef orive IT-1 - OCTOBER 22, 2019 BY: L.W. DOBIE, PE. 44671241 GRAPHIC SCALE AT TP-3 - STORMWATER AREA -OVERALL SITE PLAN 10 0 5 10 20 410 REALIZED INFILTRA77ON RATE- 3.5 INCHES PER HOUR ClKf 1/2" 1 ff SCALE. 1"=20' IT-2 - OCTOBER 22, 2019 BY. L.W. DOBIE, P.E IN FEET AT TP-6 - STORMWATER AREA TAXMAP#227.17-1-11 REALIZED INFILTRA71ON RATE: 8 INCHES PER HOUR ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED SITE SOILS DATA PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. TP-4 OCTOBER 22, 2019 BY. L.W. DOBIE, P.L TP-7 OCTOBER 22, 2019 BY. L.W. DOBIE, RE TP-10 SEPTEMBER 11, 2019 BY. L.W. DOBIE, RE 'A. 01� TEST PITS SOUTH OF OLD SEP77C MOUND - STORMWATER AREA MIDDLE-NORTHERLY WASTEWATER AREA LAKESIDE OF WALKOUT BASEMENT L.W. DOBIE, P.E 0-16" OLD DRIVE RUBBLEIGRAVEL 0-12" TOPSOIL, FOREST DUFF & HEAVY ROOTS 0-12" TOPSOIL & FIELD GRASS TP-1 - OCTOBER 22, 2019 BY. Ig PA D" PASafely. MIDDLE OF LOOP DRIVE - STORMWATER AREA 16-22" ORANGE-BROWN FINE SAND 12-36" MEDIUM-BROWN VERY FINE SILTY SAND 12-120" MEDIUM-SROWN, RED-BROWN FINE LOAMY SAND NewPjYork '7 111 Call Before You Dig 0-18" OLD DRIVE RUBBLEIGRA VEL 22-42" BROWN LOAMY, SILTY CLAY 36-64" LIGHT-MEDIUM BROWN FINE SANDY LOAM WISILT 120-150- RAY-BROMV GRAVELLY SAND M Wait The Required Time 18-34" FINE-MEDIUM BROWN SAND 42-54" YELLOW-BROWN FINE LOAMY, CLAYEY SAND 42-54" YELLOW-BROWN FINE LOAMY, CLAYEY SAND DRY ENTIRE DEPTH, 0 Confirm Utility Response J4-72" FINE LOAMY, SILTY SAND ROOTS TO 28", 13OUNDARY CONDITION 0 28" ROOTS TO 28", BOUNDARY COND177ON @ 28" NO BOUNDARY CONDITION NOTED M ReSpeat The Marks M Dig With Care NO SEASONAL HIGH GROUNDWATER EVIDENCE ISSUED FOR SITE PLAN REVIEW & AREA VARIANCE 11/15/201 0 1300-962-7962 PERCOLATION TESTS TP-5 OCTOBER 22, 2019 BY. L.W. DOBIE, P.E TP-8 OCTOBER 22, 2019 BY. L.W DOBIE, P.E. www.digaa"nowyork.com N Revisiors Dcte 4 -2 - OCTOBER 22, 2019 BY. L.W. DOBIE, P.E. AREA OF PREVIOUSLY REMOVED COTTAGE MIDDLE-SOU7"ERLY WASTEWATER AREA PT-1 OCTOBER 2Z 2019 TP LOWER GROUND DRIVE STORMWATER AREA 0-48" LIGHT BROWN SAND FILL 0-18" TOPSOIL, FOREST DUFF & HEAVY ROOTS BY. L.W. DOBIE, P.E MAP REFERENCE `4' -36" DARK BROWN LOAM 0 DRY ENTIRE DEPTH 18-48" MEDIUM-BROWN VERY FINE SILTY SAND AT TP-8 - WASTEWATER AREA OVERALL SITE PLAN BASE SURVEY INFORMATION TAKEN FROM. "MAP ,7 36-70" BROWN CLAYEY LOAM WISHALE FRAGS NO BOUNDARY COND17ION ENCOUNTERED 48-64" LIGHT-MEDIUM BROWN FINE SANDY LOAM WISILT STA13LIZED PERCOLATION RATE OF A SURVEY, MADE FOR DAN FRAZIER, TOWN prepared for: DRY EN71RE DEPTH, ROOTS TO 54" ROOTS TO 30", MOTTLING @ 30" 20 MINUTES PER INCH -V ,,, " 1, 1��,,1�,� '' I I TP-6 - OCTOBER 22, 2019 BY. L.W. DOBIE, P.E OF QUEENSBURY, WARREN COUNTY, NEW YORK" PON 0 30" ..... ...... . . BOUNDARY CONDITION AT 54" 13OUNDARY CONDI Meghan & Daniel Frazier DATED 711712017, LAST REVISED 5/10/19, AREA OF PROPOSED BUNKHOUSE PT-2 OCTOBER 22, 2019 0 TP-3 - OCTOBER 22, 2019 BY, L,W. DOBIE, P, _B)# TOPSOIL & GRASS PREPARED BY. ........ 12 Shore Acres Road IN" E. TP-9 OCTOBER 22, 2019 BY. L.W. DOBIE, P.L BY. L.W. DOBIE, P.E. 04 NORTHEAST AREA OF PROPOSED MAIN HOUSE AT TP-7 - WASTEWATER AREA D SOUTHERLY DRIVE STORMWATER AREA 8-32" RED-BROWN FINE LOAMY SAND WISILT Town of Queensbury, Warren Cbunt)� NY M 0-12" DARK BROWN LOAM 32-48" BROWN VERY FINE LOAMY SILTY SAND 0-12" TOPSOIL & GRASS STABDZED PERCOLATION RATE: 2'. TO 30" DRY ENTIRE DEPTH Drown: LWD Checked� GTH Scale: 1"=20 Dote: 9/4/19 MEDIUM BROWN FINE SANDY LOAM ROOTS 12-26" ORANGE-BROWN FINE SAND WITRACE OF SILT 2J MINUTES PER INCH Steves 7 MOTTLING @ 54" BOUNDARY CONDITION AT 30" w V MEDIUM BROWN VERY FINE SILTY SAND 26-48" 169 Haviland Road ut- Laiad Surveyors BOUNDARY CONDITION AT 54" 48-62" DARK BROWN SANDY, CLAYEY, SILTY LOAM ALTERATION OF THIS DOCUMENT EXCEPT Queensbury, NY 12804 ,l"\th LOG4TION MAP L—SITE LOCATION -NEIGHBORHOOD MAP \--SITE LOCATION MOTTLING 0 48" ROOTS TO 42' BOUNDARY CONDITION AT 42" 169 Haviland Road Queensbury, New York 12804 BY A LICENSED PROFESSIONAL ENGINEER (518) 745-0307 Phone 291438-01-S2 (518) 792-6474 New York Uc. No. 50135 IS A VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering L518) 745-0308 Fox 33 A-332/ 338 PROP.YARD DRAIN 25' 5ide Setback (Bld e / 33J -I! i i c - t t} I,. o 3$10I 0[1TLET,GRATEEL.337.5 ,� ,\ X�. SITE DEVELOPMENT DATA ' ^-- ,3 6 PVC INV,OUT=336,5��, ;vl k,�. 111 1 "I1�I 1,.,I I/ ;/ /�1�"11I.I// /.. /I/// "/11/I/I/// // I"/ I�.'I/.,// / /I 11//. �I.I I./....II,1��;�/: -I/�,1� �/ . 3 --. - ,�I!��.I�: I . I /.f;,.�Ii,I I �. "�_,�,.�,�I-P)-._,� .,.., .�.,:!.:I, �:,�i,o e,'-.,',.:.-. �%......I.�."....,�I:.1I.. -. ,.:.i1.--.<-�.%.1;._1,1-,._-...-1...1,i.,4-..I:I d.- :..��.;N 1.,�N;:%�,..:.:....,:..,/..,. :..-. �:�'_:... ��e_ 11,, 1� ,I �, 1-�,... '-. I'I -.�-I%I,I.._-1%I�.I_I.,I I,I I�%-1I I�.I__..I I.II- I�I 1�1,./,,� II II COlt I.I...Z..,-1i��. 4(C4 1�1 . .I 7I.1 1 I1.-I�.I I',I. I'.I 1,'7I I." I.1 l.,.I.-�.,-..l.I_�I1"I�. -I.,.1 I 3 39 P a�wx PRO 4'D x 5'L i 3O i �y'3� COLD WEATHER STONE , ` �� INFILTRATION T ' TOTAL LOT AREA 2.84 ACRES/123,871 SF / EN - h 340 � __ H R � 39 "� E - . xM .. , ® ' QROP+ `' ,, -- - M EXISTING IMPERVIOUS CHANGE IN IMPERVIOUS PROPOSED TOTAL . ® y BZ / AREAS AREAS IMPERVIOUS AREAS ,' E Z �D- ,W M.. -.. . i / - "" "7 3 n F HOUSE&GARAGE ___- 4915 SF 4915 SF ~` N, �`ar� l`� y" DRII/E 6900 SF 3780 SF 10,680 SF , .r. : I. �. i� �''t11 334,5 �.1- �N �. ; ' `, u'� + ,,.'11 � ---- x. Va, 338 �: .,, 1 ... va , Va \�.I '� = . DECKS/PORCHES ---- 1065 SF 1065 SF , ® i . Y - � T. +3 �: a</.. : Mr PATIO& WALKS ---- 2415 SF 2415 SF ° r 33 1 4, r v� . . . . i , s : n?- §. N BUNKHOUSE ---- 500 SF 500 SF -r E �' t M , 4 b M, "3® : GAZEBO ---- 44 SF F . 3 - , , . . , 0 4405 0 II l PR P q - O .1250 GAL PRECAST PROP.2000 GAL PRECAST ,.�, CONCRETE SEPTIC TANK �CONCRETE SEPTIC TANK n . � PORTS COCHERE ---- 360 SF 360 SF IN SERIES *' 'i s«" , 1 %' - - PROP 4"PVC SDR-35 !�*°� �a C�' 1 �"' • ----SPORTS COURT 2 I. 1 400 SF 2400 SF ! HOUSESEWE 35LF O 25 TNV.i=3283 �M 1: I / 4 i INV.1=327.5 'I L E WATER FEATURE ---- 3230 SF 3230 SF J v ---... y' U RS/W ---- 350 SF 350 SF U I'/gI�I,�o,,,-�,"0,"_�"'0�I1I_,�1�,�I 1,",/"_,'�,,o 7.-�,/-�/v_-Z�,_./-l/I) // A. II /0�C'4I- ft 11. �S. / _k�, /,,� �.'J®® r - ;. ; ® - ,"� .:4�; DOCK S7AI ALKS II / I , `T �� ."° is / o > . �� Q� , P.S. PM Q} FM 19 455 SF 2 F C� ,� J TOTAL 9400 SF 8,$55 S � (y) l t \ a .� A. . PER N o 0 0 ��.�:r:�,.�.,�4:"..a....1....A�7.._I i.!�I.;.,I.�:I:....:I r..I....I 1..."�'rI I 1.II_..11;I.:.1"::-�.�r,.1�-..�..,,1:.,....�1.I..,:..��.�:'�'..��r':.1�... 7. V PROP.1500 GAL PRECAST3 t CE T IMPERVIOUS Z6/0 15. /0 23. /o4 \_ CONCRETE PUMP STATION I i",I/I EIU_ ,), , "I ".1,,I. !I �., .11..I I1 1. �.I:....:1.-_.,_1,'�_4,I0.t1,"IW"�Wn-,, ,�:,,.'..,,.I!:-....�:I,H:...I.1�I..:::.:I'�I V 1 o 0 0 WIDUPE%PUMPS PERMEABILITY 92.4/0 15,7/0 76.7/0 r` PROP,(2)2"PVC SDR-26 �: FORCE MAIN i PER PUMP / T v ( ), \ / M 3„ �; Q: , . p PROVIDE POSITIVE DRAINBACK 3 O �.. ' TO PUMP STATION , z" �y�y {'1. ffirY `, , Mp'i PROP.i-i 4 HOPE SDR-ii SITE SETBACKS .t t zm / tD .:+ ! ..` 4 FORCE MAIN FROM E- E x n ON ��® �. 8 ` ;, .z PUMP STATION BUNKHOUSE 38 .." REQUIRED FOR .:j;1�j F:/i / I .�. /i�L/I:�.. �I ,, .............1�.�.;"�i I-,. ... /rI"Ii" " I . 3 EXISTING PROPOSED A 32$ 3 " „6. WR ZONE �. ',• ,' 1 � 3 4 V A h i ,: v n PT. F X 4 .3� O R M BURIN - EA G 73,1 75.M 3 BUNKHOUSE \ i� ^ °� � ti: SHORELINE BUILDING HT. t+rf M ' X 1% , . i n PROP. BIOFILTER �} (AVG. OF 2-ADJOINERS) 149.9 (MAIN HOUSE PORCH) r• - :i �? M FINISHED GRADE=330.5 M SCRN RM.R #.i* IDGE 358.38 \ ■ I Ic- : BLD _ .. : ° � FRONT 30' ---- 262.5' (PoRTE cocHERE) ,� G HT. - 7.88' ro a PT.FOR MEASURING ^ o ,_;, 07 ," : S BUILDING HT. . 3Z / M PROP.YARD DRAIN NORTH SIDE 25' ---- 25.7' (GAZEBO) EXISTING GRADE=339 4T c / "° OUTLET,GRATE EL,337.5 DORMER RIDGE=366.85 : ,-', - : _: : - s"PvclNv.our=336.5 - < I SOUTH SIDE 25' --__ 25.4 (BUNKHOUSE) ,'� TP-Y® BLDG HT. - Za s5 ,;, M,J "' "( ) �� ■ M .� 32.9 GARAGE ��. \ � � �` �w�r \M ti as y �' / r � 1 I, 0I,P:�I;,"1I.O11 3 OC3 L"l,�_1.-:0.,%11. .,"., ,t(-3. ;, ,�_0.,!�_� I--_..-I.I-—I—:_':.I-.:L".....":.::.:,,, ��I 1I",�'\,II\I;,��I,;,,,f.�Ll,':;..�'.."�,F.):3,L��;�r�: l`� . '-.�.fj.;;;�II�� /1-1-" I, %.I',I2\� � i . 4 r 3 �j� PROP RAIN . Q 4OU GARDEN ��'�j , ,. w 3 `�, -n - ,: �v v , , / '� -... .,--i ?- pp 2.5s1 3 }a ; , , ,� Pr F ,P MM l. ■ OR MEASURING ;r PROP.YARD DRAIN M a +� ' BUILDING HT, 3� 'f ..]...".'...... , OUTLET,GRATE EL.338.5 a 3I..., J8■ :.I�VI�III,__�_�-�:,',"-.,-,,_I.\"_--I'-_,,.-,I,;",��-_,\-I-_�"—,jj,".,��,"��A'I,S.I,)"_I-1%I�,r1.,l.1 1�,�F-�1�_�M��__.L-'_I-11�)1;'L-�,��.�0"�-�-,".,,,_I;1-,''_,-_�`�,,_�,�r_,-��11 1-%_,11��_IIr.\.11',111,,..,,;!'I_.��1 51�-�I.:,1.1��1C1'\1_'1��,,ll__I�"I1�\1�'��I__,I",_"11_��,3,__1'1)�_,-1V,"r1,'��,-"1-3,�<_,,,,,,;�1�I,-,�_.,�,I�,_�I,'�,I-""'A�,l_-�_"','_II.�,,_-'__',,;1<,��-1.I_,-_-1I-_E-_,.1___�,,_,�I�._,,,-6"I_5,_D,_o_7_n�%./_�,I_I_W-"0W,,-,---.,L-1'--I,,.. __1_1i0W 0__A%_,l_,d�I_N_&_-A31\"__.-I�rI_., EXISTING GRADE 339 85 \ � ' `: 6"PVC INV OUT 337 5 1,...:.'.I..�kI.\,,:..,._1 II,.��...I I.I.�--z...I-.I�I.....,-.-�.1.--II,�A'I r:...r�-.�,I"1�:,.':�..�.,I I I..I�,.I,,I-�,-_-I.;..,.,-1-:,'I 4-Ur.�7.,"L I I- II �-�..'I�=I- I. 3 MAJ'N HOUSE RIDGE=356.85/ " ; �; "" fd� ,r: .3'W x 4'D x 5'L „ " PROP '33 BLDG HT. 2T 09 f COLD WEATHER STONE \ . ' y, ■ x _- �� 7 �3,�--1 �r � OI INFYLTOATiON TRENCH :1 . A 3 v 1 v„ - .�'-J �'i T 1 I® •, . _ ,,®, ,-� e ; I 5 _ � - \ . �. r "` F _'� v ,, \ ; 1,1 y 3 FM Tr : y , \ 1, a s PROP.3'W x 4'D x 10'L PROP. VEGETATED 35 ;•\ PROP,RAYN e F <; COLD WEATHER STONE \ t GARDEN e w 1 DETENTION AREA INFILTRATION TRENCH , � �, e as w //,,.,, sfi_ vJ <\ \ ! ,y, \ \ ''* \ S r ; 7■5 .; e: - .. _ F :. <s & Y �, \ : . . J e, r" ,,-\ ;..�,.,, _ PROP.14 W ASPHALT F .. \ - r - e .x,, I ,,.. , .'e, .,', .. \ \. 4�.°,. _ - _.. PAVEMENT'DRNEWAY Xti ..t ,1 11/o MAX.SLOPE sEp 3' � , rr ..,_ 2 yw' CM 3 a� F s. e: T O 3 O M , B N � 3'8 Re/sy�� ,y,., , e Ois , E D \ ^l. j)1 ,�:._ ). y !' `F F S M P z c ey.,_,' P ., " ° o- _._ \ . '.:3 \ , / . . 1. `0'� f e 3 n . ,1 , \, ' c+J i - 2. W. S . e+ - ; - - S R \, y b`s e R k°" @ Lfl /- , - ,. \ • �I 'a.I1 PROP.STONE SPLASH - , ' _ , , " , - , , , , PAD AT EAVELINES , . ' - ' • , \ -i (' ` _ f ` e-I; i s .. I :r '� M l \. �M FM EM --.�� FM �.• ,. : I .�_II-I �'r'.,,�_../. /1 ��Q.i;I�I�,. I �-.: - ; _ __ ' �_:.'j-,. PROP. VEGETATED $ ' : - � �� FM I. Q , , ` _ OPE CULVERT OUTLET II / e ` 1-..e F i : . , . . : 7 s NV,11 337.0 INV.2=335,E -�...� DETENTION AREA - ", MD, / 3 6•�'•�• , "". - - _ TAX MAP#227.17 ? 1 I �yy ^ �. .._, _.�.� oi' F � � ' -- 2 3 5 Side Setback Did( � �T �.:�.-:; , ��'�"�� :' ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED , ""^ -,_ 0_ \v ��4 ° v ESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. , PROF 3, - - 3 S y ,� \\ FM afel . rr ■ FM \ Z8 �. -- - _.\ ®\ , 3 „ STATED wL. 33 \ FM ;; r _�. PROP. VEG eVV eYOir 33 .ti �` Cal ®.._ .... ... ...- I ` i ' �NTIQN AREA ®Wait The Required Time __ _- Conf ------irm Utility Response 33L� FM jib��ili■ BIII Ali �119 t�Rif ...... `; ®Respect The fYlarks DET '' ' '4 -_ r M ---- _ M 11' Dig With Care �33 333 334 8�� --- ,, _wT 33"� m- 800-962■7962 0 ISSUED FOR SITE PLAN REVIEW & AREA VARIANCE 11/15/2019 ELP +�A . 34.$ _. 3 J't www.digsafelynowyark.com 2 V!S O 3 S - - �� ......,. _ -' O. � ate 336 DETAILED SITE PLAN - HOUSE SITE ® 5 33� reared for.' i 3 Q � 33 3 - pp c /J 7 -- Meghan & Daniel Frazier ��""T O / f ®� ff (Ae PROP.6"PVC SDR-35 OUTLET PROP 3'W x 4'D x 20% -_ ,.. I 12 Shore Acres Road Town of ueensbu Warren Count NY INV.1=333.5,YNV.2 a 331.0 COLD WEATHER STONE Q �i �7i PROP,4'W ROCK OUTLET INFILTRATION TRENCH PROP.ROCK OUTFALL C PHI C SOLE PROP.10"HDPE CULVERT OUTLET ' OVERALL SITE PLAN PR®�ROCK vurFAll POOR 3 W x 4 D x 10'L WEI EL.334.0 INV.1=334.5,iNV.2=333.5 -COLD WEATHER STONE Drawn: LWD Checked: GTH Scale: 1"=10' Date: 9/4/19 5 0 2.5 5 10 20 iNFILTRATiONTRENCH 189 Haviland Road SCALE. 1"-10' } ALTERATION OF THIS DOCUMENT EXCEPT Queensbury, NY 12804 29143�-®�-S3 ( IN FEET BY A LICENSED PROFESSIONAL ENGINEER (518) 745-0307 Phone IS A VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering (518 745--0308 Fax . .. . . .- . . . . . ... ...... -.----. - -_ - --____-_ I ____ . . I -_ ,- . . . ..-....---------...-.-.---..--. . .... . . . . .... -------. P16k)__A 0 �. )Do(,,- < - Clear 5y G.5, ; " I I , VA I Adjoino�'5 WOO'51 I 0 co,�C,�P, 11C_1 .......... , I e HoH5e Corner ,_ __11 � Fir'Imc mou5e I I 0 1_0 CIR.5 �LUR -,�...... __-E . I . 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I I I 11: : i �% i I 1, i. .I . i� __'_'_____'.,_._ 1. 11 4'V--W4W_ I . _Mv 33,6____ ............ � N!2`00 36 it W� -1 ; I . i q I % 1, ". : . I - SF --- . . ,� ..........._ N , _SF , *1 : ! 1. ,'I "I 1. e I ,� � \ ;� I I . 11 0 "37'00"W 1_,,0` i I I 1, � � MMr r . e CV ! -3- . / I I / i; .: : � "I � I � 1. 1. , ,/ , ; I . 1, ; , . . . I e .1 I ; : � : : IKF I . ; I ......_ ! . � . 11, q I I . � . , � : ; ; � ; , I , . � - e I . ; : .. L I 11 . . � I � L 1; '. � ; I I I . � % '. . i.11.1 '. -.1. - . I _', 1 I I . . / f .1 : C I 11 . ) 1� .1 " I I s . : "I . INSTALL STORMWATER BASINS \ " ! r : I L : " 1�. , lt- - - � \ �_ "�_ . I I � : I : ..-.1.1 MMFY , , Iff / , � � �, I / � I 1. ; . I e . . : I I DURING FZNAL SITE GRADING i . I I I -1 - � . I ("P.) � I EROSION & SEDIMENT CONTROL PLAN S.W.P.P.P REQUIREMENTS . EROSION &'SEDIMENT CONTROL NOTES SITE CONSTRUCTION SEOUENCING SCALE. 1'-20' , THE CONTRACTOR UNDERTAKING SITE CONSTRUC71ON OF THIS PROJECT MUST SIGN THE * BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INIPATED, AND DURING -, INSTALL SEDIMENT CONTROL FENCING ON LOW SIDE OF PROJECT AREA. GMPHIC SCALE CER77FICATION IN THE SWPPP NARRA77VE REPORT AND BE FAMILIAR NTH ALL EARTHWORK PHASES, SEDIMENT CONTROL FENCE SHALL BE INSTALLED AS o EXCAVATE FOR BUNKHOUSE FOUNDATION, ESTABLISH SUBGRADES AND 10 0 5 10 20 40 EROSION CONTROL IMPLEMENTATION SCHEDULE REQUIREMENTS OF THE SWPPP AND REQUIREMENTS OF THE NYSDEC INDIWDUAL SPDES SHOWN ON THE PLAN. INSTALL HEAVY LAYER OF'MULCH OR WOODCHIPS. 60 . 0d 111111111111111111111111 1 1 1 , iiiiiiii M iiiiiiiiiiiiiiiiiiiiiiiii 111111111 .. PERMI T. , AT THE CONCLUSION OF EACH DAYS WORK AND AFTER EVERY STORM EVENT, 0 CONSTRUCT BUNKHOUSE ( fN FEET ) . PRACTICE IMPLEMENTATION 77ME DURATION OF PRACTICE o THE CONTRACTOR IS RESPONSIBLE TO COMPLY WITH THE TERMS OF THE NYSDEC SEDIMENT CONTROL FENCE AND ANY OTHER EROSION CONTROL MEASURES CONCURRENTLY FOR MAIN HOUSE CONSTRUCTION: I INDIODUAL SPDES PERMIT FOR STORMINATER DISCHARGES FROM CONSTRUCTION ACTIVITY. SHALL BE INSPECTED FOR FAILURES OR SEDIMENT ACCUMULATION. ANY a INSTALL STABILIZED CONSTRUCTION ENTRANCE ENTIRE PROJECT(REMOVE AFTER FINAL A COPY OF THE INDIODUAL PERMIT IS ENCLOSED IN THE SwPPP INSPECTION BINDER. FAILURE SHALL BE IMMEDIATELY CORRECTED. I 0 INSTALL DRIVEWAY SEDIMENT CONTROL FENCE PRIOR TO CLEARING AND SOIL SITE STABILIZA TION AND VEGETATION * A NOTICE OF INTENT (NOI) MUST BE SUBMITTED TO DEC PRIOR TO INITIATING WORK. a ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED WITHIN 7-DAYS OF * EXCAVATE FOR HOUSE FOUNDATION AND ESTABLISH SUBGRADES AND STANDARD SPECIFIG4TIONS FOR MULCHING DISTURBANCE ESTABLISHMENT) * AN MS4 SWPPP ACCEPTANCE FORM AND COPY OF THE NOI MUST BE SUBMITTED TO THE COMPLE77ON OF WORK IN 774E AREA. ONLY AREAS WHICH AREA ACTIVELY DEFINITION TOWN OF QUEENSBURY MS4 ADMINISTRATOR FOR APPROVAL AND SIGNATURE, SO THAT THE UNDER CONSTRUCTION MAY REMAIN OPEN FOR MORE THAN 7-DAYS. ONCE INSTALL HEAVY LAYER OF MULCH OR WOODCHIPS. APPLrNG COARSE PLANT RESIDUE OR CHIPS, OR OTHER SUITABLE MATERIALS, TO STABILIZED CONSTRUMON DURING INIT14L SITE WORK EN77RE PROJECT(REMOVE DURING FINAL NOI CAN THEN BE SUBMITTED TO NYSDEC CENTRAL OFFICE. CONSTRUCTION IS COMPLETED IN THESE AREAS, SEED AND MULCH SHALL BE # CONSTRUCT FOUNDATION, HOUSE AND ATTACHED GARAGE. COVER THE SOIL SURFACE. ENTRANCE MOBILLZA71ON DRIVE RECONSTRUCTION) # THE SWPPP INCLUDES INFORMATION ON ALL DRAWINGS S2-S7 AND THE STORMW47ER INSTALLED WITHIN 7-DAYS. # CONSTRUCT VEGETATED DETENTION AREAS AND INFILTRATION TRENCHES, PURPOSE . MANAGEMENT REPORT. . , TEMPORARY EROSION CONTROL MEASURES, INCLUDING SEDIMENT CONTROL TOPSOIL, SEED AND INSTALL EROSION CONTROL BLANKETS THE PRIMARY PURPOSE IS TO PROVIDE INITIAL EROSION CONTROL WHILE A SEEDING TEMPORARY SEEDING&MULCHING AFTER INIT14L SITE GRADING UNTIL FINAL GRADING AND VEGETA77ON # AFTER THE COMMENCEMENT OF CONSTRUCTION, THE OWNER OR OPERATOR SHALL FENCE ANDIOR MULCH, SHALL BE INSTALLED AND MAINTAINED FOR ANY a FINAL GRADE SITE, RECONSTRUCT DRIVE & INSTALL NEW SUBBASE. OR SHRUB PLANTING IS ESTABLISHING. MULCH WILL CONSERVE MOISTURE AND ESTABLISHMENT HAVE A QUALIFIED INSPECTOR MAKE A MINIMUM OF (1) INSPECTION EVERY (7) TEMPORARY SOIL STOCKPILE AREAS THA T ARE TO BE LEFT FOR MORE THAN 0 INSTALL FINAL LANDSCAPING, TOPSOIL, SEED AND MULCH DISTURBED MODIFY THE SURFACE SOIL TEMPERATURE AND REDUCE FLUCTUATION OF BOTH. CALENDAR DAYS AND SHALL PREPARE A REPORT AS REQUIRED BY THE GENERAL 24-HOURS. . MULCH WILL PREVENT SOIL SURFACE CRUSTING AND AID IN WEED CONTROL. STORMWATER DETENTION AREAS DURING FINAL SITE GRADING PERMANENT YARD AREAS. MULCH IS ALSO USED ALONE FOR TEMPORARY STABIL17ATION IN NON-GROWING PERMIT. a WTHIN 500' OF M.H.W. OF ANY LAKE, POND, RIVER, STREAM OR WETLAND, No 0 INSTALL ASPHALT PAVEMENT ON DRIVEWAY MONTHS. a WHEN SOIL DISTURBANCE ACTIVITIES HAVE BEEN TEMPORARILY SUSPENDED AND ALL LAND AREA, NO LAND AREA, INCLUDING AREAS STOCKPILED WITH EARTHEN COND17TONS WHERE PRACTICE APPLIES SEEDING&OTHER VEGETATION AFTER FINAL SITE GRADING PERMANENT DISTURBED AREAS HAVE BEEN STABILIZED, SITE INSPECTIONS SHALL BE PERFORMED MATERIALS, WHICH HAS BEEN CLEARED, MAY BE LEFT DEVOID OF VEGETATION SOIL RESTORATION NARRATIVE ON SOILS SUBJECT TO EROSION AND ON NEW SEEDINGS AND SHRUB PLANTINGS. I STABILIZATION I MONTHLY. THE MS4 ADMINISTRATOR SHALL BE N077FIED IN WRITING THAT THE FREQUENCY FOR MORE THAN 24-HOURS WITHOUT A PR07ECTIVE COVERING SECURELY '. SOIL RESTORATION IS A REQUIRED PRACTICE OVER PORTIONS OF THE SITE MULCH IS USEFUL ON SOILS NTH LOW INFILTRATION RATES BY RETARDING RUNOFF OF SITE INSPECTIONS MLL BE REDUCED DUE TO CONSTRUCTION ACTIVITIES BEING PLACED OVER THE ENTIRE AREA ANDIOR EROSION CONTROL MEASURES WHERE THE NA77VE SOILS HAVE BEEN COMPACTED THROUGH EARTHWORK CRITERM SUSPENDED. PROPERLY INSTALLED TO PREVENT SEDIMENTS FROM ENTERING THE CONSTRUC77ON AND WILL BE REVEGETATED IN ORDER TO RECOVER THE SITE PREPARA71ON PRIOR TO MULCHING REQUIRES THE INSTALLATION OF NECESSARY EROSION CONTROL OR WATER MANAGEMENT PRACTICES AND DRAINAGE # IF SOIL DISTURBANCE ACTIWTIES HAVE BEEN SHUT DOWN NTH PARTIAL PROJECT WATERBODY. ACCEPTABLE PROTECTIVE COVERINGS INCLUDE. NATURAL MULCH ORIGINAL PROPERTIES AND POROSITY OF THE NATIVE SOILS. SYSTEMS. COMPLETION, INSPECTIONS MAY BE CEASED IF ALL DISTURBED AREAS HAVE BEEN OF A DEPTH OF 2-INCHES, ROCK RIPRAP, NON-DEGRADEABLE MATERIALS # FOR YARD AREAS, AERATE SOILS NTH SOIL AERATOR MECHANICAL SLOPE, GRADE AND SMOOTH THE SITE TO FIT NEEDS OF SELECTED MULCH . STABILIZED AND ALL STORMWATER MANAGEMENT PRACTICES HAVE BEEN INSTALLED WITHIN SUCH AS PLAS_nC OR CANVAS COVERINGS AND IMPERWOUS STRUCTURES. IMPLEMENT DURING FINAL GRADING, APPLY 6-INCHES OF TOPSOIL, SEED PRODUCTS. THE POR77ON OF THE PROJECT WHICH HAS BEEN COMPLETED. THE MS4 ADMINISTRATOR * FOR GROUND CLEARING ACTIV117ES OCCURRING BETWEEN OCTOBER 15 & APRIL AND INSTALL EROSION CONTROL BLANKETS. I REMOVE ALL UNDESIRABLE STONES AND OTHER DEBRIS TO MEET THE NEEDS OF TAXMAP#227.17-1-11 SHALL BE N071FIED IN WRITING THAT THE CONSTRUCTION ACTIVIVES AND INSPECTIONS ARE 15, IN WHICH VEGETATION CANNOT BE ESTABLISHED, EXPOSED EARTHEN AREAS THE ANTICIPATED LAND USE AND MAINTENANCE REQUIRED. ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED BEING SUSPENDED. SHALL BE COVERED NTH EITHER A TARP COVER OR AN EXTRA HEAVY LAYER MAINTENANCE APPLICA77ON RATES. PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. o THE CONTRACTOR SHALL MAINTAIN A RECORD OF ALL INSPECTION REPORTS IN A S17E LOG OF MULCH, # ALL EROSION AND SEDIMENT CONTROL DEWCES SHALL BE INSPECTED MULCH - 2 TONIACRE (2 BALES / 1000 SF_+) Dig FSafely, BOOK, MAINTAINED ON SITE AND AVAILABLE TO THE PERMIT77NG AUTHORITY UPON REQUEST * ANY AREA OF REVEGETATION MUST EXHIBIT A SURWVAL OF A MINIMUM OF T AND REPAIRED ANDIOR MODIFIED A --_ --- * AT COMPLETION OF CONSTRUCTION, THE CONTRACTOR AND ENGINEER SHALL PERFORM A 807. OF THE VEGETATION THROUGHOUT THE YEAR FOLLOKING REVEGET4770N. AS REQUIRED TO BE IN GOOD WORKABLE CONDITION. .SPECIFICATIONS FOR VEGETATED SWALES NewllYork ---,-- . * THE CONTRACTOR SHALL CONDUCT AN INSPEC77ON OF THE SITE ON A DEFINITION El Call Before You Dig I - __ _____ FINAL INSPECTION TO CER77FY THAT THE S17E HAS UNDERGONE FINAL STABILIZA77ON AND REVEGETATE AS NEEDED TO MEET THIS REQUIREMENT. El Wait The Required Time -, THAT ALL TEMPORARY EROSION AND SEDIMENTA77ON CONTROLS HAVE BEEN REMOVED. a THE CONTRACTOR SHALL COMPLY NTH THE NEW YORK STATE STANDARDS AND DAILY BASIS TO COLLECT LITTER AND CONSTRUC71ON DEBRIS AND DISPOSE A VEGETATED SWALE IS A MAINTAINED, TURF-LINED SWALE, DESIGNED TO CONVEY El Confirm Utility Response --- - OF LEGALLY. STORMWATER AT A LOW VELOCIT� PROMOTING NATURAL TREA7MENT AND INFILTI?ATION. M Respect The Marks UPON CER77FICA77ON OF COMPLETION, A N077CE OF TERMINA77ON (NOT) SHALL BE FILED SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL (THE BLUE BOOK). # ANY STOCKPILES OF nLL, TOPSOIL OR EXCAVATED MATERIAL SHALL BE VEGETA 77ON REQUIREMENTS ______ NTH NYSDEC CENTRAL OFFICE. 800-962-7962 0 REVIEW & AREA VARIANCE COVERED OR CONTAINED BY SEDIMENT CONTROL FENCE TO PREVENT & AMEND SOIL AS NEEDED NTH FER71LIZER AND LIME www.dlgsafelynewyork.com N o. 1 __ ___FD a THE MS4 ACCEPTANCE STATEMENT ON THE NOT MUST BE SIGNED BY THE MS4 EROSION. * PROVIDE 4-INCHES OF TOPSOIL Revis'ions ate ADMINISTRATOR SO THAT THE NOT CAN THEN BE SUBMITTED TO NYSDEC CENTRAL OFFICE. # REMOVE ALL STONES AND DEBRIS . I a APPLY SEED MIX AT 75 LBSIACRE I SITE STABILI2ATION VEGETATION SEEDING SCHEDULE MAINTENANCE REQUIREMENTS EROSION & SEDIMENT CONTRULL PL4N 1P THE CONTRACTOR SHALL INITATE STABILIZA71ON MEASURES AS SOON AS PRACTICABLE . a FERTILIZE AND LIME AS NEEDED TO MAINTAIN DENSE VEGETA TION. I prepared for. IN PORTIONS OF THE SITE WHERE AC71VITIES HAVE TEMPORARILY OR PERMANENTLY AREA OF SEEDING RECOMMENDED APPLICATION a MOW AS REQUIRED TO MAINTAIN GRASS HEIGHTS OF 4-6 INCHES. Meghan & Daniel Frazier CEASED, BUT IN NO CASE MORE THAN 7-DAYS. SPECIESIMIX RA TE * REMOVE SEDIMENT AND DEBRIS BUILD-UP ANNUALLY 12 Shore Acres Road 0 STABILIZATION OF GRASS AREAS INCLUDES HYROSEEDING USING TACKIFIER ON SLOPES KENTUCKY BLUEGRASS, * INSPECT FOR POOLS OF STANDING WATER; REGRADE AND REVEGETATE AS NEEDED. DETENTION AREA& CREEPING RED FESCUE, 75 LBSIACRE , REPAIR EROSION IN CHANNEL BOTTOM AS NEEDED; RE-TOPSOIL, SEED AND INSTALL Town of Queensbury, Warren County, NY OVER 1:5 OR SEEDING AND INSTALLING A CON77NUOUS COVER OF STRAW MULCH LAINNAREAS PERENNIAL RYEGRASS TOTAL EROSION CONTROL BLANKETS. , WATERED INTO PLACE. ON SLOPES OVER 1:3 INSTALL EROSION CONTROL BLANKETS OR 0 USE OF HEAVY EQUIPMENT FOR MOKING AND REMOWNG DEBRIS TO MINIMIZE SOIL Drown: LWD I Checked: GTH I Scole' I"=20' 1 Date- 9/4/19 - WOOD CHIPS IN ACCORDANCE WITH THE DETAILED EROSION CONTROL PLANS AND IN TEMPORARYSEEDING ANNUAL&PERENNIAL 75 LBSIACRE COMPAC770N. 169 Haviland Road FOR EROSION -16 ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. CONTROL RYEGRASS MIX TOTAL ALTERATION OF THIS DOCUMENT EXCEPT �m = 11111111111.1 Queensbury, NY 12804 . , � 1, ,-,�_ / L\ 11 -11 14;�) (�� BY A LICENSED PROFESSIONAL ENGINEER (518) 745-0307 Phone 291438-01-.54T a I IS A VIOLATION OF NYS EDUCATION LAW. 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LOFT _ HEIGHT 359 _ ___._ -. m_ m .... _ �... _ - _ _:/- r w _ _ SCREEN PORCH RIDGE EL. 358.38 35s ._._. ____w -- -_-_. - _ __ ___ - _ .-__ _ _ 3571r -_-_ -. -.. _..... _..... ..._.. - _._ _._- .,�.. ._._ _.._- -- __ ---_ .__ ___ .--_ •--�-_ -___. ___ .,�.. .._,,, .. ._,_,.... ,.�... ,.. -. ...__ �. ._.,,,. , . _... ...- - - 35 f 357 3561 _. _._. -,, ®._ ....._ ___. ____ _- ____. �_ __ -_ ._-___ ___ __-__._ _ _ _ -- -.--._ _----- _-_.. __-__ ____ __ _ -._ _-- -� -- _ ....... _._. _ _. ._ _ _._._ .- . f __ _ _ . _ __..__ __ _ _ __m. �._ .� __ _.� - �. __ _ ___ ___ ._.__ ._. 355 - �. -.. . - __ _ �- _. �_ _� � _ _ _ __m . ._ _._ _ _ _ _ - _ .- _ - - E - -� - : �� 356 _ _ _ - ----- __. - 355 W._- ..__ 354 - _-_ __v _ _ __.. __. _ �._ �_ _ ._ . _. _.__. _ .__ _ 3 ��`= "„� ,, - _ - _ . - - -- _ _ - mm__ _ _ _ __ __. ._. _ - 354 353 _ _ _ _ - __ _. _ _ _ _ _ _ _ -- - - _ - - - _ _- _ __ _ - _ _ = - - -- - - - _ - - - - - - - - - - - --- - - - .z, - - - - - - - - - - - - -- - _ __ _ -. . 352 ._. ..___ - -.__ ._.. _.._ -�-- -_. _ - � -- __ _. -- ' . � ` - P � /� � �. _ _ ___ w.__.. _ �_ .�_ �_-- _ �. --_ -.._,_ .. ._ _,_ _ _w m ___ ._- -____ ___ 351- - - _ __ _ _ I - -_ 2 __ __.. - _ _ r._m-- -. _.-- _ _ .--...._,_--_m_.--_. _ - u s ___ -__ ___. -_ _ - _ ._._ _�. m_ _.� , _.. . __ __ ___ _-- _- _ __ ___.350;-- ----- _-- __-- ___ __. __ -_--.. ..-- - - - _a_ ___ _.m_ _.. . _ - - - ._.... _ _� _...w - 351 u.. - -- n _ - BUILDING 3491 _ _ _ .._.... -_ _._.. ..m_.,. _T - .__. .-. .__ ,.,_ _.. -,. ._ ---- ___. - __ --- f t I1 ACf1 COY M_ _ - --- __ _. - _ 349 __. ._,__ _._. W_ _. _ / � p /� --- 347� _ _ - � _ ___ � �lC .__ GREAT / 4 __ I - :::. .'_ / .. 34 /� / 346 - - - - -- .. _ _�.,__ ._ .m.._ ._ __ .__.,. .._,.. _ - ....._ _°__.. --- _ ---- ------ __._ .. _ .__. .... '.,%, _._ _ m.._ w,...w _. _ _ .' .,.. � __ ..-._ -. .._._._. . -_ _._ - _ -- _ . _... I ..... 346 345 _ . .- _ - W -- .- .__. � __ o _. _ _ _ - w_ __ _ _ _ - - _. - _ __._. . .N I - _ - 34v` - -- -- - _ - 1 . 0 ..�1I. 344 _ _:_ _,M .._.�. ... . .. .. __, -1 ..»_: .._ ._,a \ _. - - .__ - - - - ___ .W...._ ...._ N_.. _.... . __ ...._ _� -_ _ .. /+ - _ - 344 .. . 343` _ _ - __ - _ _ __ _- -_. - - _..- -w __ 342 - - - _.__.... __. _... ... _ __.. _ _ .� _ - - _, _ww. ___ - ..___ ..... ___ _.... ._. _.,_ - --- _. ...__ - _ __ ._. - __ _ W... -u - - - - __ __ ___ __. ___ _ -- _ ._ _ ___ ___ ___ _ __ 42 FIRsr PLooR 34 f. A . _.._ FlNISfIFDGRADE - -- - - _ _ - - - - - - - -- - - - - - - - - . .. .. .. .. - . .. .�.,. .-._ __ _ - _ - 341 _ _ .-. _.._. - .__.. - ..._.. -,. . ___._ -., - ,___._ .._.. �.V,. . _. � ___._ _-..._ -_ ..__. _.... ..,.... ._..._, -, _._. .�. .- _-. _ ___ __- � .._,.. _ \ 341 _- ... _ . _ _ 3 Q1 LEVEL 1 ® #� ._:® d rru: -® a.� a� sass. aa.s �. ® i .tea sass. a® sae a� ® ® e� ® ® ra.r ® \\ \ 340'-- _____ _- ___ -® s___.....,.. ..,�.... '_Pwww ... _ ® _._.__ ____ � - .� _.____ ____ ____ _.___ . _ . � _ _.. m.. .._ ...._.. __-- ------- -- - __- '-_-.-t_..',_--.-.-I.,.-�I"�1_� aaaaaa. F1CfSTING GRADE - _ _ _ --- - - .__ - _ m - -- - -- 340 339 --_- ____ � � ____ - _..M._ - _ .�... ,_.... ._._,.. __._ _.... __. _._. -_. ,....._ _- - ._._ . - .._..... __ __.. .�.._.. ..- - _. ___-. __ .r 11' ...... - - _ _ ---- - - - � _ �� .�- ., '! ..w,.s....•. 339 _ -- F„mxisrfNG GRAD ___ ____ __.. .w..._ ...._ ...._ ._.,.._ _._. .. ._...._. __.__ .OR ..._..w �� - ----- --- --• _ .- ....r ra■.' -+.. .N... tea. ..... ' 33$ _.� . W � � __._ __ ___ __ _. __._. -. __ .'!.-'�;..'�1.;�"-l�. 337 _ _ _ _ _ _ _ _ _....,.. - .- - .. ... - _.._.. -.. . - ..- - .-.. _� __ - ......_. ,_....,. - .- � ._. � _. � _ I _ � 37 _ PT 3 1 336, ...__. _w_.. .._._ .__._. __... ___ -. ._.. .,__., ___._. ...._... __._ .___ ......:- -_ ----- __ .____ --- ____ _____ _.- _ -_ _ -- ._.._. _._.. .... -TH£ATHE-R --- --�- -- __ -_.-... ___ .. _. ,.,_.a,. _, _._... _._, �= _ _ _ _ ... _ _.._. .m __ .__ W_-. .... - _. - I ;- _ _. C 336 REC ROOM 335 . .�... . -. . .. .�. - _�. __ �. - �. - - _-- _-- - -. .. - __ _ _ _ _ _ __ - _ _ THEATER IT �. _ - IIIA�dLATOR _ - .__ - 5 I -,-- --- -._ ---- .w...._.. .._._.._ ._._.._. _ ........, ._. „ .,.,w. .."..' _. 334 ___ ._.._ _._ __. . _a__ _�. __ m_ ___ ___. .., ___ .._._. ____ _ . _.._.._ _ ____ __-- -.__. .._____ -._ _-_ .__-_ .____ _.__ -- - w__. _ - _._ _ _ _ - _ 4 _ _ _ _ .. �_�_ _ --- ---- - � _ .-. 333 _ ----- __ _ _ __ __ ___ � � _ _ __ _-_- .-,.... ..- ..�. ._,.:». ..- -, -., .._,._. _...., _.._,_.. _....... ..�.. .,,....,. _,,,._. ,� .- ....._... -, .,,�,. ,.�.. .__... ,�.., ,,,,,•,,_ .,.�., _..... _.__ .._.,. ___ ...__. . � -_ _._ T. . __ -. - / _ - .:,; '-'�`. -,,.x ,:mow 332 _.. .._....__ ____._ .._.__ -._.._ _�.._ .___ __ - ._.._.._ .__.... _.-__ _ ,'i_ ._ ._ _ _ _ _._..._ ___._. .__._ __-_ __._.__ ._-__. ____ ___.., _._..__ _...- ___ .�.„ �,.._,.. .._...,. .... .._.___ _ ---_ -_. 331 - -- _ _ _ - - _ __ _ __ __ - _ -...... _ W _ 32 BASEMENT FLOOR 331.0 ABi� -BASEMENT 1 __. .............�.....--.-.-. �_ ....A - _ ..._,. v 3 g1_ -- w ... ...... 33t-- - - -- - --- - -- - 330 L__ __�.. ..- -- _ --- ._._ - - - __.._ - _�. - - .�.. .� - - - _.-_ - __._ -.._ _.__.... .-._ - _-_ -__ ___ v_ - - .-__ _._.._ _ _ ...... _ .. ._.=_�" - ` - _ , _ __.� -... . _-.__ ___ __- --- _. ._ --- _- ---- - -__ - _-__ __�-- __._ - ._.,. __. ..__ - ..,. - - __._..,. _ __- - --- -- - -__ ___ ____. •.__w .._FIN�SI-€D-GRyfi�DE-ATWALICOI�T 33D..5_ _-- _ .moo>=1NISHEl ` GRADE BUILDING SECTION AT NORTHERLY LAKESIDE DORMER TAX MAP#227.1 T 1.1 1 HOUSE SECTIONS - BUILDING HEIGHT CALCULATIONS SCALE: 1/4"=1' ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED prepared for: PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. Meghdn & Daniel Frazier 12 Shore Acres Road - Town of Queensbury, Warren County, NY 4------._----7-- _ Drawn: LWD Checked: GTH sccle: 1/4"=1' Date: 9/4/19 _ 169 Haviland Road 0 ISSUED FOR SITE PLAN REVIEW & AREA VARIANCE 11/15/2019 Queensbury, NY 12804 III . 29{43Qe - -- (518) 745-0307 Phone J 1 ®-® -� No. Revisions Date 1 Hutchins Engineering - 518 745-0308 Fax FINISHED GRADE POLYETHYLENE EXTENSION INSTALL POLYLOCK PL-625 POLYETHYLENE EXTENSION . � I .____��/!::33=55=30=�i'n��.:��..J-......;I�:�.I.:..i::::m:::..:.II:�II..�:I.I��;.�:. TO GRADE WITH TAMPER 1/32" FILTRATION EFFLUENT TO GRADE WITH TAMPER EXTERIOR WEATHERPROOF JUNE770N BOX I�'..�1.,��,,).'-.,'..J.';...-._-�II�I��I�,'.l-,,'.�l..�z,�;I:Iii._��.'-,.,_.�_"i`..m:I.III:I bI.:FII:':_4-.. �I.I1..t.1 1...1,Lw..��- 1..—....1..1-..-.,"..1.II....�L.;_..___..._.�.._.:.._1T_.;II:.I,,,.Q,�_.IT.,,.I-.I',��I1.;-..,.I!._�1.t-.....11.`�� 1,:,.-.---I,��T�I.,-i1 RESISTANT ACCESS COVER FILTER SUCH THAT IT IS READILY RESISTANT ACCESS COVER -,--I�;.�...*.l.._-I,1,.-.",.,.-�1.._.;.,.P1�..,-t,:1�."`. �-..::.�,..T.,..._l. -.1..<.�....Ii.;.;;.;�.--,.,,rV�,..-I, "��..\n '..9. :.�..I..,1_:�"._1,t.'. .,'..1T._ .-.;.1,. .j,I 11 —1-1/4" HOPE GRINDER REMOVABLE THROUGH TANK (IF NECESSARY). SEAL CONDUIT GAS TIGHT. PUMP FORCE MAIN ACCESS COVER INSTALL CONTROL PANEL IN HOUSE REDUCER TO CONNECT >. 12"f COVER HDPE GRINDER PUMP MIN. SLOPE 12" MIN. COVER 12 MIN. FORCE MAIN IT PER FOOT_ COVER INSTALL FLOAT SWITCHES TO . Q .a OPERATE PUMP AND 4" PVC SDR-35 4" PVC SDR—35 2]. ° 4'. n 4 a - a: d:a ' .Q. .. 4 MAINTAIN LEVELS AS INDICATED INLET INLET 4" PVC SDR-35 ° 2„ . .. e a a GRINDER PUMP LIQUID LEVEL INLET 4" PVC SDR-35 B .. _ ` . . ,` 6 MIN. ALL VALVE CONNECT TO 2" PVC CONNECTION IN MIN. SLOPE a LIQUID LEVEL OUTLET EFFLUENT SEWER PRESSURE DISTRIBU77ON INSTALL VALVES AND UNIONS MANIFOLD AT PURAFLO SIDE OF LEAD TANK 1/8" PER FOOT — MIN. SLOPE CHAMBERS 16" 1/3 1/8» PER FOOT SUCH THAT EITHER PUMP CAN BE 4 16» 4'H x18"W SLOT, DEPTH ISOLATED AND REMOVED WITHOUT PUMP STATION NOTES _� (2) 4" ELBOWS - OF OUTLET 18"MIN. REQUIRING PIT ENTRY WATERTGHT SLEEVE OR 6 ELBOW� INVERT SEAL ALL TANK OPENINGS WATERTIGHT a. k AND SEAL TYP d z ( ) - =�- PROVIDE POSITIVE w _ ¢ r ALARM 3 BALL CHECK VALVE PROVIDE AND INSTALL UL LISTED PACKAGED PUMP o x _ DRAWBACK TO IIIII 33354-". .07 ABOVE PUMP ON CONTROL PANEL WITTY VISUAL AND AUDIBLE ALARM_ Q; PROPOSED 1250 GAL ? Q PUMP STATION INSTALL DUPLEX, ALTERNATING, 71ME DOSE CONTROL WATERTIGHT SLEEVE �_ ``� DUAL COMPARTMENT n � � & LAG PUMP ON " an4 0: PRECAST CONCRETE o 0 0 60--75% OF 25-407 OF FLOAT SWITCHES INSTALL INSIDE (2) 2 SDR-26 PANEL INSIDE HOUSE IN ACCESSIBLE LOCATION. AND SEAL (TYP) '' SEPTIC TANK AS 8 `�' `D TANK VOLUME TANK VOLUME PUMP ON PUMP PIT IN LOCATION ACCESSIBLE PVC FORCEMAINS SJE RHOMBUS IFS SINGLE PHASE DUPLEX TIME DEMAND MINIMUM 2X WIDTH 2ND TANK IN SERIES -' WITHOUT PIT ENTRY MAXIMUM 4X WIDTH 2" SCH-40 PVC INSIDE MODEL ____ MINIMUM 2X NOTH PUMP OFF WET WELL THROUGH WALL IFS31W114H4D6A8ACIOE17D18A 2000 GALLON PRECAST CONCRETE PRIMARY SEPTIC TANK -- - MAXIMUM 4X WIDTH UNION - LOCATE SUCH THAT UNION INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH . d q' d '°. . $ VOLUME OF DOSE TO- 16" MIN. CAN BE DISCONNECTED AND PUMP ALARM IN HOUSE IN ACCORDANCE WITH MANUFACTURER'S d . . a d `< a • e a < BE 50f GALLONS REMOVED WITHOUT TANK ENTRY INSTRUCTIONS AND NATIONAL ELECTRIC CODE (N.EC.) c 6 b p p p p b o 0 o p p ° p p n < t, . e REDUCING TEE POINTED DOWNWARD WITH REQUIREMENTS. O p O O O O b b v p O O p p p O p O O O O b O p O P p O O O O O O I" BALL VALVE THROTTLED TO ALLOW _ _ TRICKLE DRAIN BACK INTO WETWELL PUMP CONTROL AND FLOAT LEVELS TO BE INSTALLED TO b b p p p p p p p � ALTERNATE PUMP DOSING AND TO PROVIDE A 130 GAL 12" 3/4-1-1/2" p p p p p p p p p p b 6 b p: p DOSE 80 GAL FORCE MAIN VOLUME, 50 GAL DOSE FOR 4 SEPTIC TANK NOTES DUPLEX EFFLUENT PUMPs CRUSHED STONE p p p p p p p p b p b b p p p p p p CHAMBERS, WITH 2 HOUR TIME DELAY BETWEEN DOSE PER ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE 12" 3/4-1-1/2" � DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED CRUSHED STONE PUMP. BY UTOPIA ENTERPRISES OR EQUIVALENT. �+Cn 12" 3/4-1-1/2" 1500 GAL PRECAST J L 1'TI C TA{V�S I f It SL RI�S r V I'!r STA TIO U TAIL CRUSHED STONE CONCRETE PUMP TANK PUMP TO BE MYERS MESPD 1OO MODEL 3885, WE07H ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. 230lI, SINGLE PHASE, 50 GPM PUMP AT 445 FT TDH. WHERE EXISTING SOIL COND177ONS ARE UNSUITABLE, CRUSHED STONE SHALL BE NTS PLACED AS NECESSARY TO ACHIEVE A STABLE BASE. VERIFY ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT JOINTS BELOW THE LIQUID LEVEL PROPOSED PURAFLO PEAT BIOFILTER FILTER FABRIC MUST BE TESTED BEFORE BACKFILLING. CHAMBER (QTY 8) (TYPICAL) 16' STONE 4" MIN. TOPSOIL, SEED, MULCH 5' TO TOP OF TAPER BED WIDTH UPGRADIENT AND ESTABLISH TURF 5' —,I' 3' 3' DIVERSION SWALE 354 . --. ..... ..__._. .... - EL.353 354 :. _: :'� ;.'. ::. , .... .-: .. n .-r ,-- a., a i. - , ... .. . ... .. - .. _ r... ......... . , .,, .. .. a", .. ... .w 353 .•, , . a...a: , ..r . . ::. ..... .a . ,:. t f. :;:. r .t: C u- + y .. a . :.... , .... . ( `C SYSTEM FILL _ 352 , , - _..__.. - rt 'r ✓ '.: J 3 „ +�.. r. <',:, F /,, 352 , . . , . .. . .._r . . .. t T e ^ _ u v a .w W .. w ....;.... _ ,S _. r R f , y , „ •i ':' . ,' x . > \ s_ 6 s. m. :. C: > : _ .. .- .. ..... - :•Y: a __ _._ _..._-. .....-....-... .......... ............. ........... .......-._...._.... ......... .......... _.... _.. -._ __... _ ., ... �� —_— a„ 351 0 ,.. , t._ . . z ... . ....,,.w,. . . ,'•' 351 ::, a✓ ay n .,- .. . -:. - . ..}.. - - ci. .. . _ .. .r..:...,. . ,. t, a _....._ _... , - s , ar.w .. , +. - a...4 , t .. ,• 4 Y .. .....m. ... ... ,, - .. ..., > , ..> . .- .ia SYSTEM FI LL,.-:, . . . ... ......: . ... ..n..,.:.. n.... .. . ,. ..- _. 4' , ' — m ,. .. H r a .r........ a� t ... - r - - ...-.. .. n. -, .�: ._. , ;, _ v • - i. <. ..4 .-. .;,.. .,.,..,. :, a .. . ..•.-: .� .. ,. .-sue .. ,. _ ., c .. .. t _ - - - .. .__... _._.. .. 349 ..,.._ _x •. ..., t +, •. s . v e. ,. - - ..i-.., ., r ... - ... .r ..- - :. , t �:a.,. . ,. .. •, , w : .. ..i, ., , • _r..,.. ... 2 .. ♦ n ♦ a f ............ ..,..,. �. . 349 ,. �. _ .. . .. , . ., .r... —_ ..• .. .. .S ..• .. �+• , _ , 7 . .. .,n .. ... . .. ..... :ia•F, + '. •.:.' S CONDITION 't ' i. _, : a,. e a r..v: ..,e, .. .-. .>. .. .. ., ,. r. ... .i. ..> .. .� : n ,. 348 , t, , ,..`...., �-: .. .- _ _ x .. - .__ . . . a . ._... _. _.._ ..__ ........ .._......_.._. ._... Y. , . . :a.....+•.,•. 4. ,.+.....:..... :. :, :r. 348 :. ... z : . - - ., ............. _ ...:..a . . :, ;;'. _ ..:...< ... :.- .. . �<.: .. . _: :' > - _ ,.: ..:-....rr. . . ,.. .n _ . ... . ., ,. _,... .::...:..,..',a - , . ,. r , t > .. a -.. .,....,,.,. ____. _.__ , 347 ,. - .> e- _ ., .. . . .:..-� • .• ,.. s.a.,.. a ...,.,d. - t .a.....—..: ,.:.. • .. ...... ..... ,x a .. .4..a.,. ..5. .. -.. • <. a .. .... .t.. .. r•-+•~ _.::,:.;<,.. . .:, ;: : DI TI ON _ PROPOSED 1 80' _ _ 1- ......: : ........ . .... : .. -, __ _ _ __"_. 346 . . , >. ..,.-..<.. . .. ,.,....J. L , � . , , 0 U sroN A e E BsoRPTION BED _ . iw.:..: _ .. ... . ..., ..... .. . ._.. •. . ... . .. - , .-. .......... ......... . .. ..... . -_ ..__ .. _ _ 346 .. ....... . .. ...... 345 _ __ '^ - 345 . . , 344 .. . . _ _ _. y� ...... ... .. ......... -,............ .......--..., ...-.-.. ... _... ...... ......_..... -- - �' PURAFLO® PEAT FIBR ®1OFILTE & /'"'1B OR TIOiV BC� �7�t�T_ �A_— �: __.. __ -__ - ._.... -2'. ..343 SCALE: 1' 343 WASTEWATER SYSTEM DESIGN SYSTEM MATERIAL SPECIFICATIONS WASTEWATER SYSTEM FILL MATERIAL NOTES WASTEWATER SYSTEM SETBACK SCHEDULE 7—BEDROOM RESIDENCE + 2—BEDROOM BUNKHOUSE EFFLUENT FILTER AFTER REMOVING ORGANICS & TOPSOIL, PLACE SYSTEM FILL OVER THE ENTIRE AREA OF PROPERTY LINE WELL HOUSE LAKE GEORGE .WATER SAVING FIXTURES EFFLUENT FILTER TO BE INSTALLED AS SANITARY TEE ON OUTLET PIPE PROPOSED ABSORPTION BED AND TAPER AREA. 1.6 GPF MAX. FLUSH 3.0 GPM MAX. FAUCETS FROM SEPTIC TANK TO PUMP STATION TO BE A COMMERCIAL SEPTIC TANK 10, 5or 10, 501 ( ) ABSORPTION AREA SYSTEM FILL" MATERIAL SHALL BE CAREFULLY SELECTED SAND OR SANDY EFFLUENT FILTER WITH 1/32-INCH FILTRATION, POLYLOK PL-625. HDPE GASKETED LID STRAIN RELIEF CORD GRINDER PUMP 1V®I EJ DESIGN FLOW - 110 GPD/BEDROOM LOAM WITH IN—PLACE PERCOLATION RATE OF 3-6 MIN/INCH AND NO ORGANICS OR OBJECTS CONNECTOR ABSORPTION FIELD 10' 100' 20r 200' SYSTEM DESIGN FLOW -- 990 GPD HOUSE SEWER PIPE OVER 3" IN SIZE. LESS THAN 10% BY WEIGHT SHALL BE FINER THAN 0.05mm. AT LEAST 257 GRADE TO DRAIN A WA Y -- SEAL ALL TANK OPENINGS WATERTIGHT. PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 1/4" PER OF THE MATERIAL BY WEIGHT SHALL BE IN THE RANGE OF 0.50mm TO 2.0mm. LESS THAN 15% FROM PUMP STATION ___ 3000 GAL CAPACITY REQUIRED FOR SEPTIC TANK FOOT MINIMUM SLOPE. of THE MATERIAL BY WEIGHT SHALL BE LARGER THAN A 1/2" SIEVE PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL PANEL WITH D LE ALARM INSTALL CO NTROL PANEL INSIDE HOU IN INSTALL 2000 GAL & 1250 GAL TANKS IN SERIES ABSORPTON AREA SYSTEM FILL MATERIAL SHALL BE INSTALLED TO PROVIDE MINIMUM OF PROTECTIVE CABLE .. AICCESSIBLE LOCATION. SE - DISCONNECT EFFLUENT SEWER PIPE ELECTRICAL QUICK PUMP STATION - 1500 GAL PRECAST CONCRETE 3-FEET BETWEEN SEASONAL HIGH GROUNDWATER (28") AND BOTTOM OF ABSORPTION BED. SIIRO(jD (HDPE) W/DUPLEx, ALTERNATING PUMPS & TIME DOSING PIPING TO BE 4" SDR 35 OR SCH 40 PVC. INSTALL WITH 1/8" PER ONLY SYSTEM FILL MATERIAL SHALL BE INSTALLED T7�R0UGHOUT 7TiE ABSORPTfonr eED AREA TALL POWER & CONTROL WIRING TO CONTROLLER WITH ALARM IN HOUSE W INS FOOT MINIMUM SLOPE AND TAPER AREAS. POWER ALARM CABLE ACCORDANCE WITH NATIONAL ELECTRIC CODE (N.E.C.) REQUIREMENTS. QUICK DISCONNECT ASSY• .. / PRIMARY TREATMENT FORCEMAIN ABSORPTION AREA SYSTEM FILL MATERIAL IS TO BE MECHANICALLY STABILIZED IN 12" LIFTS WITH SET ALARM LEVEL AS INDICATED. E ONE EQUALIZER 2000 GAL & 1250 GAL SEPr1C TANKS W/EFFLUENT FILTER PIPING TO BE 2" SDR-26 PVC OR SDR-9 HDPE. MAINTAIN 3' MINIMUM TRACKED EQUIPMENT PRIOR TO INSTALLATION OF ABSORPTION TRENCHES. I SECONDARY TREATMENT - COVER AND POSITIVE DRAWBACK TO PUMP STATION. SS CAST BALL VALVE"z_ PUMP TO 8E EIONE DHOTI GRINDER PUMP. INSTALLER TO NOTIFY ENGINEER OF PROPOSED SOURCE OF SYSTEM FILL MATERIAL PRIOR TO __ - 2» INTERNAL WELL VENT $ VERIFY EXISTING ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP. PURAFLOO PEAT FIBRE BIOFILTER CHAMBERS TRANSPORTING TO SITE INLET GROMMET TO ACCEPT 4.5" 91.8" ABSORPTION BED AGGREGATE DESIGN FLOW PER CHAMBER: 150 GPD/CHAMBER STONE IS TO BE 3/4" TO 1-1/2" WASHED CRUSHED STONE. O•D, PVC HOUSE SEWER AN ELECTRICAL INSPECTION BY CERTIFIED ELECTRICAL INSPECTION AGENCY IS 8 CHAMBERS TO BE INSTALLED SYSTEM INSTALLATION NOTES 1.25" DISCHARGE REQUIRED PRIOR TO START-UP OF PUMP STATION. ELECTRICAL INSPECTION TAX NIAP#Z27.17-3-1 LEACH FIELD - 12" CRUSHED STONE ABSORPTION BED FILTER FABRIC CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH SEAL IS TO BE AFFIXED TO PUMP STATION CONTROL PANEL, THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND THE ALARM ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED BELOW PURFALO CHAMBERS FILTER FABRIC TO BE 4.5 OZ/SY NON-WOVEN SEPARATION FABRIC, 36of PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW, DESIGN PERCOLATION RATE = 21-30 MIN/1N TENCATE MIRAFI 14ON OR EQUIVALENT. MANUFACTURER ANUA S INSTRUCTIONS, CHECK VALVE — INLET ABSORPTION APPLICATION RATE = 0.6 GPD/SF FILL MATERIAL AFTER EXCAVATION OF ABSORPTION BED TO THE DEPTHS REQUIRED, THE WALLS AND DISCHARGE ON 26" STANDARD ABSORPTION BED AREA REQUIRED = 1650 SF FILL MATERIAL TO BE GRANULAR SANDY LOAM BACKFILL MATERIAL FLOOR OF EACH TRENCH SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN ALRM -- WITH NO PARTICLES GREATER THAN 3 AS DESCRIBED IN FILL SMEARED SECTIONS OF TRENCH. � 18" — 257 REDUCTION FOR PEAT FIBRE BlOFlLTERS » ANTI-SIPHON OFF REDUCED ABSORPTION BED AREA REQUIRED = 1238 SF MATERIAL NOTES." - 14" PUMP ON PLACEMENT OF CRUSHED STONE, PURAFLO UNITS AND FILTER FABRIC SHALL BE AS VALVE INSTALL 16'x8O' ABSORPTION RED BELOW CHAMBERS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS PUMP OFF 0 ISSUED FOR SITE PLAN REVIEW & AREA VARIANCE 11/15/2019 1280 SF TO BE PROVIDED TOPSOIL AND WASTE MATERIAL IN THE STONE ABSORPTION BED. - D a t e ( ) PLACE 4" MINIMUM TOPSOIL OVER ENTIRE ABSORPTION FIELD AREA. N o. R e v i i o n s • SEASONAL HIGH GROUNDWATER TO SH SEED AND ESTABLISH TURF. DISPOSAL FIELD SHALL BE GRADED TO SHED RAINFALL AWAY FROM THE DISPOSAL WASTEWATER DETAIL SHEET • PROVIDE 3-FT OF SEPARATION TO SHGW FIELD DUAL WALL CORRUGATED SEMI-POSITIVE • REMOVE TOPSOIL & ORGANICS AND INSTALL BED 29 6" HDPE TANK ' DISPLACEMENT TYPE PUMP prepared for: s POTABLE WATER SUPPLY TO BE LAKE WATER WITH FILTRATION DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER ABSORPTION ONE DHa71 GRINDER PUMP ASSEMBLY DETAIL Me tan & Daniel Frazier & UV DISINFECTION SYSTEM HAS BEEN INSTALLED. g NTs 12 Shore Acres Road THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND IS NOT DESIGNED Town of Queensbury, Warren County, NY TO ACCOMODATE EXTREME WATER USE OR EXTREME ORGANIC LOADING DEVICES SUCH AS JACUZZI TYPE SPAS OR GARBAGE GRINDERS. Drawn: LWD I Checked: GTH Scale: NOTED Date: 9/4/19 ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED 169 Havlland Road --{{ FROM THE WASTEWATER SYSTEM. ALTERATION OF THIS DOCUMENT EXCEPT Queensbury, NY 12804 �g�438-®1—S� BY A LICENSED PROFESSIONAL ENGINEER (518) 745-0307 Phone IS A VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering (518) 745-0308 Fax NORTH AMERICAN GREEN S15OBN SLOPE g1. INSTALLATION 10'-0" _ 3s" FENCE POST STANDARD SPECIFICATIONS FOR SILT FENCE DETAIL' O.C. MAX. DRIVEN MINIMUM 1 fi DEFINITION STABILIZED CONSTRUCTION ACCESS 12°'30cm IN GROU 1. ND ND A TEMPORARY BARRIER OF CE07EXTILE FABRIC INSTALLED ON THE CONTOUR :...•o.,.; 2„5r W IMENT LADE UNOFF M s. ae, SILT STOP EMBED ACROSS A SLOPE TO INTERCEPT 5ED N R FRO SMALL CONSTRUCTION SPECIFICATIONS 11 (5 12.5cm) "�" STONE SIZE USE 2-4" STONE. ,..,-,=° 1.Prepare soil before installing rolled GROUND 8" MIN. DRAINAGE AREAS OF DISTURBED SOILS. o g o LENGTH — NOT LESS THAN 50—FEET e.;.,.., n erosion control products (RECPs), 50 MIN OR AS NEEDED ',: ..`e'" t+ including any necessary application of PURPOSE — FOR INDIVIDUAL SITE CONDITIONS o • THICKNESS — NOT LESS THAN 6—INCHES e 05cm) lime,fertilizer,and seed. ., _- _.. ,_, - TO REDUCE RUNOFF VELOCITY & TO EFFECT DEPOSITION OF TRANSPORTED fl WIDTH — 12 FOOT MINIMUM, GE0TEX77LE — WILL BE PLACED OVER THE ENTIRE z:Begin at the top of the scope by SEDIMENT LOAD. o J • AREA PRIOR TO PLACING OF STONE. anchoring the RECPs in a 8"(15cm) Al ® deep )C 6"(15cm) wide trench with APPLICATION 11 3B approximately 12" (30cm)of RECPs o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SURFACE WATER — ALL SURFACE WATER FLOWING OR 6m extended beyond the up-slaps portion — MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO THE DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL (15cm) of the trench. Anchor the RECPs with FENCE PLACED ON A SLOPE: o a row of staples/slakes approximately L� �_� 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 o BE PIPED BENEATH THE ENTRANCE. IF PIPING IS 12"(30cm)apart in the bottom of the 1:2 SLOPE i'SO%) 25—FT IMPRACTICAL A MOUNTABLE BERM WITH 1 V,•5H SLOPES WILL BE PERMITTED. trench. Backfill and compact Hie s L— C ' trench after stapling, a 1 seed to '+_ » 1:3 SLOPE 33% o a a a a o 0 0 0 0 0 0 -ay w- the compacted so![ and fold the • MAINTENANCE — THE ENTRANCE SHALL BE ® — -%,%�a "•---__.,b_ remaining 12"(30cm) portion of PE (25 ,_1-�g o _ m in _ au, m a ""n " % o o a o 0 0 0 0 0 0 0 0 0 0 0 0 `J o o o 0 0 MAINTAINED IN A CONDITION IONN WHICH WILL PREVENT '�+ 8 MlN. �� .� .%.%. . 1.4 SLO 75 FT " " ro n ®" _-.I RECPs back over the seed and 1:5 SLOPE OR LESS 100—FT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ^ " LL •ar compacted soil: Secure RECPs over�r k 't' 4 �%. ' l� = wmpacted soil with a row of � — MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW SHALL NOT EXCEED 114 0 0 0 0 RIGHTS—OF—WAY ALL SEDIMENT SPILLED DROPPED, eta leslstakes spaced approximately WASHED OR T17ACTED ONTO PUBLIC RIGHTS—OF—WAY jLC x I ^ I-,. '� s 1 L�W- l :) p p . .�� ` s 4l � j�._ 12"(30cm)apart across the width of �0� ACRE PER 10O—FEET OF FENCE WITF! MAXIMUM PONDING DEPTH OF 1.5 1' s _ `. " 1 the RECPs. F PERSPECTIVE SOIL BACKFILL o MUST BE REMOVED IMMEDIATELY. `; ,`"'S" 'V. ( --1 FEET. EXISTING GROUND 6" MIN COURSE OF • WHEN WASHING IS REQUIRED IT SHALL BE DONE ON 3.Roll the RECPs (A) down or {B) ''` ti — EROSION WILL OCCUR AS SHEET EROSION. » o y - A � �� - 1 horizontally across the slope. RECPs 2_4 STONE AN AREA STABILIZED KITH STONE AND WHICH DRAINS • �� ,3;L � will unrolE with appropriate sde 36" FENCE POST . z 5 -� J! a ainst the soil surface. All R1=CPs CONCENTRATED WATER FLOW SHALL NOT BE DIRECTED TO FENCE. INTO AN APPROVED SEDIMENT TRAPPING DEVICE. � __� � � g �, ; I. 1 = I —1 I�"=1( ��I I must be securely fastened to soil DESIGN CRITERIA o PERIODIC INSPECTION AND NEEDED MAINTENANCE i r-, " g; ' _ surface by placing staples/stakes in _ — ALL SILT FENCES SHALL BE PLACED AS CLOSE TO THE DISTURBED AREAS STABILIZED CONSTRUCTION ACCESS SHALL BE PROVIDED AFTER EACH RAIN EVENT. I� 1I1 z `,, '' appropriate locations as shown in the .�V 3A k ==! =� I staple pattern guide. g SILT STOP EMBED IN �—, AS POSSIBLE WITH A MINIMUM OF 10—FEET FROM THE TOE OF A SLOPE. z �� 0 4.The edges of parallel RECPs must be GROUND 8 MIN. NTS ,�', ( — — ,1.1- stapled with approximately z" - s" N THE AREA BEYOND THE FENCE MUST BE UNDISTURBED OR STABILIZED. I"�� z y�l � �,: (5-12.5cm)overlap depending on the � �� ,, _ �> i , UNDISTURBED GROUND SENSITIVE AREAS TO BE PROTECTED BY SILT FENCE MAYBE NEED TO BE 4 w ��x i � �7� U RECPs type- f �I€: - caw , \ �t , � K ti ��i+.-I I_ � I i�.. s.Consecutive RECPs spaced down the REINFORCED BY USING HEAVY WIRE FENCING FOR ADDED SUPPORT. ,-E� .�� 4��ti ti , t slope must be end over end(Shingle -\ti\ i :_ � i � `�� .,; ', } style)with an approximate 3"(7.5cm) y/ ;z y — WHERE THE ENDS OF THE SILT FENCE COME TOGETHER, THE TWO ENDS ", , I�R_ 3(7.5cm) overlap. Staple through overlapped �. � � .I I,"' � "' � :0 ��'� area, approximately 12"(3ocm)apart `g SHALL BE OVERLAPPED, ROLLED TOGETHER AND STAPLED TO PREVENT across entire RECPs width. _v SEDIMENT BYPASS AT THESE CONNECTIONS SECTION C FABRIC MATERIAL CRITERIA . — SEDIMENT CONTROL FENCC DETAIL ELONGATIOGRAS N ATSTRENGTH 50y LBS ASTM D1682 Brewing Not To Scale - • OUTLET FROM DET, AREA awrH Disclaimer: quote NTS . •, ' .. '. -. 8" MIN. 6 8" RIP RAP EXTEND ;: _. � ` In loose soil conditions, the use of LEVEL ,u a 1 A ICAN The information presented herein is general design information only.For specific applications,consult an staple or stake lengths greater than GREEN, independent professional for furtherdesign guidance. 6'(15cm) may 6e necessary to CONSTRUCTION SPECIFICATIONS '" �`1 .:!SLOPE LENGTH/FENCE LENGTH (FT.) . ` `...`.•.•,6 ' 5401 St.Wendel-Cynthlona Rd. PH:800-772-2040 property secure the RECPs. p0• •; Poseyvitte,1N47633 www.tensarnagreen,com orawnon."is-11 • WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH _•-' ' ' • ' ' ' . S704�API?(7N`AT SLOPE STANDARD REINFORCED SUPER » » " » , . --- --. �o1. GEOTEXITLE FABRIC TENCATE WIRE TIES OR STAPLES. POST SHALL BE STEEL EITHER T OR U EROSION CONTROL BLANKET DETAIL <2% 30011500 N/A N/A TYPE OR HARDWOOD. . ,- : '•. ;.: .. ' MIRAFI 14ON OR EQUIVALENT :'.; : ; .. o • FILTE'R CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH :.. :•'' BURY END 4" INTO SOIL NTS 210% 125/loDD 250/2000 3D0/2500 TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE " :-- • •• .. 10 20% 100/750 150/1000 200/I000 WOVEN WIRE, 6" MAX. MESH OPENING. : • ' 4" MIN 12 STONE 20-33% 60/500 80/750 100/1000 • WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY •` ' 1 , . GE07EXTILE FABRIC TENCATE SHALL BE OVER—LAPPED BY 6—INCHES AND FOLDED. FILTER CLOTH •• : MIRAFI 14ON OR EQUIVALENT a� » 33-50% 40/250 70/350 100/500 4" . � .. ZZZ 1-1/2 TOP COURSE ASPHALT SHALL BE EITHER FILTER X, MIRAFI 100X, STABILINKA T14ON OR -a�too o .. oQo c>• o >50� 20/125 30/175 50/250 APPROVED EQUIVALENT. �— • PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE OR APPROVED DETENTION BASIN OUTLET DETAIL o.oO 2-1/2 BINDER COURSE ASPHALT EQUIVALENT. NTS 12" MIN .o O � o a o O o 0 0 0 ) O O O` o� GRANULAR SUBBASE COURSE MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL 0 0 NYSDOT SECTION 304 TYPE 2 REMOVED WHEN "BULGES" DEVELOP 1N THE SILT FENCE. OR 4 COMPACTED TO 95% STD. 18" PROCTOR TOP OF SWALE '� MIN. S' -GEOTEXTILE STABILIZATION - - -- - — � - - - - UBGRADE COMPACTED TO — 16' TOTAL SUBBASE WIDTH TOP OF CREST 90% STANDARD PROCTOR FABRIC NYSDOT 207.14; 9" MIN. TENCATE MIRAFI HP370 OR 14' TOTAL SURFACE WIDTH TAPER TO MEET __ EQUAL 2 � r 4 ASPHALT PA�II YU DETAIL 3% CROSS EXISTING GRADE 1 6-8" RIP—RA._ SLOPE PER GRADING PLAN11 4" MAX 2 NORTH SIDE � ESQ NTS or DRIVE __ .s.. L..'- 1 2 -, r rt k., ,_M, K. .� `; ' ,Y 6" MIN 2 4" f f , J „_Y_ , _, ;_;. ..>, CRUSH STONE ..,,, , 1 W_ _._ r ✓ ' ' :..._. '' s w ..:. __._ . : . .-.. : : _ 1 6" .. ,"' ... ; .. ..; ... ........ 18 1 L FILTERRAF 14ONIC -SEED AND MULCH ._� _ FILTER FABRIC DITCH BOTTOM-- OR EQUAL TAPER TQ MEET 111.11.1.14.5 WIDE SIDE SLOPES _ EXISTING GRADE DITCH BOTTOM SWAY .. 1 . ... 1. SECTION ELEVATION . :; , RIP—RAP OR 3 ;.. 2 ROCK—LINED . _11 — , _ . . ._ Dl TCHLlNE 16' SPA. 1 i:. .. . PER PLAN „ - COMPACTED ROADWAY — 12 TOTAL DEPTH OF � TOP... 1. . SUBGRADE SUBBASE: NYS DOT SECT. 304. Sh'�LE . PE 2 OR 4 COMPACTED ED TO . GEOTEXTILE DRI V E SECTION 95% STD. PROCTOR W/ASPHALT SAME ELEVATION ` STABILIZATION FABRIC PAVEMENT SURFACE :11 : .. .. 11:NTS SLOP _ . s __, E , --- : : _._. ,__ �- 8" MINIMUM 3-6" -FILTER FABRIC TENCA TE RIP RAP OR COBBLE g� MIRAFI 14ON OR EQUAL TOP OF BERM PROFILE RIP RAP DITCHLINE DETAIL TO BE LEVEL RFACEC �[ /� NTS ROCK OUTLET ORNPLANTINGS PER SE, GRASSED LANDSCAPINGPLAN CHECK DA►-if DE - WEIR PER PLAN BERM PER SEED & INSTALL EROSION 11 PLAN COLD WEATHER INFILTRATION NTS CONTROL BLANKETS TRENCH PER PLAN . s PLAN ._ .:.__= PLANT AND MULCH 4'PM1N. t lrra� �t affly GRADING PER SURROUNDING YARD AREAS V/ STANDARD AND SPECIFICATIONS FOR — r` \ tl WINTER STABILIZATION a .. Y/�I1�11 '�Il„ /�II�IL.:.Gl1�11 ` I�11 ' \\ .,. .,., r . 8 MIN. TOPSOIL MtN. / / -.. ...,.< ,. ...,.3 OVER lNFtLTRATTON perimeter and sensitive locations.Silt fence and1. 1. Y % p other ; CONDt1TON . ..... ,.h.:: BASIN ARE practices requiring earth disturbance must be installed OUNDARY _ �-. _ . _ >s: A " P q g B _ —--- BANK RUN LOAMY SAND 11 _ ,� — before the roue freezes. r r d f ee es. , .,, ....: : .;... -,n, a ...... .. ...... ....... ... : ; : ...a .....:: .. -- . __ EXCAVATE NATIVE CLAY -. FILL TO CREATE BERM ..; r f..., 7. Soil stockpiles must be protected b the use of P p y 4 - ,.n , . & INSTALL 12" MIN. BANK _ r ,r established vegetation,anchored _ _ ,; -_.. g straw mulch,rolled : : ; ,.. 'N /_a __ M �.. ,. . . EXIST. GRADE : ; _ :�'- ,.. .,;_, . .. , : ftUN LOAMY SAND BELOW stabilization malting,or other durable covering,A . %x ._ rri r TOPSOIL COURSE ba er must be installed at least 15 feet from C!t - . - ., , u toe of : ...._.. ,; __: : :_....... .. 5�; . a i NATIVE SOILS E� ,. the stock rle to revent soil m, r i,i.11"_ s r�_ <, at on and to ca tture , . v.. .,. a P p g 1 ., _ : : . �, ... , : �h z> F , loose soil. �° t ..... " a .._ - n ...�.... ....... .'...:. -.....-.. :.. Y : : - : µ.. .. _ •..• 8. in areas where soil disturbance acttvtty has temporarily _ , _-__,-__T -,,,',-, I or permanently ceased,the application of soil _ _ - stabilization measures h v % ; es should be initiated by the end of — : . , J N _ . a ; r the next business day and completed within three(3) tl ../ ? y t days. Rolled erosion control blankets must be used on a � % ' :% % 4" PVC SDR-35 STANDPIPE BERRIED VEGETATED INFILTRATION BASIN DETAIL all slopes 3 horizontal to I vertical or steeper, 6" ABOVE Definition&_cone 9. if straw mulch alone is used for temporary GRADE stabilization,it shall be applied at double the standard NTS ✓ FILTER FABRIC MIRAFI A temporary site specific,enhanced erosion and sedimenC rate of 2 tons per acre,making the application mite 4 % ? 14ON OR EQUAL control platy to manage runoff and sediment at the site during tons per acre-Other manufactured mulches should be .... ... ::: .., . , .. construction activities in the winter months to protect off-site applied at double the manufacturer's recommended INFILTRATION TRENCH FILLED water resources, t' rate. W17H 2"—4" " CRUSHED STONE 0, To ensure adequate stabilization ofdisturbed soil in SEED AND MULCH Conditions Where Practice Applies advance of a melt event,areas of disturbed soil should YARD AREAS OR —— TRENCH WIDTH This standard applies to all construction activities involved be stabilized at the end of each work day unless: INSTALL SOD PER PLAN with ongoing"and disturbance and exposure between INFILTRATION TRENCH DETAIL November 15°'to the following April let. a. work will resume within 24 hours in the same area and no precipitation is forecast or; /►y A/� ©eSiEn Criteria b, the work is in disturbed areas that collect and �1 ` , `r. r (', NTS T/i/l IVff i #22717 1 11 retain runoff,such as open utility trenches, 01 ,, / ' ,� i I, Prepare a snow management plan with adequate storage foundation excavations,or water management ! y INSTALL RIP RAP ON SIDES AND for snow and control of melt water,requiring cleared areas. 1. � ✓ TOP OF CULVERT END ALTERATION OF THIS DOCUMENTEXCEPT BY A LICENSED snow to be stored in a manner not affecting ongoing n % . F FINISHED GRADE PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. construction.activities. I t. Use stone paths to stabilize access perimeters of "" - Q /,,� HOUSE FOUNDATION buildings.under construction and areas where -. ' . /` ,,:, °I WALL 2. Enlarge and stabilize access points to provide far snow construction vehicle traffic is anticipated-Stone paths ---- management and stockpiling.Snow management should be a minimum 10 feet in width but wider as ..... a,' ;, ;r ` % SAVE TRENCH FLARED END SECTION WITH activities must not destroy or degrade installed erosion necessary to accommodate equipment ?, : FILLED WfTT# BOLTED COUPLING BAND -- and sediment control practices. 1" 3" STONE Maintenance ; ...3' WIDTH --- . ; .... _ _ 3. A minimum 25 foot buffer shall be maintained from all perimeter controls such as silt fence. Mark silt fence The site shall be inspected frequently Co ensure that ills - 12" MIN, DOT MEDIUM STONE FILL 8' CULVERT PIPE 0 . i . with tall stakes that are visible above the snow pack. erosion and sediment control plan is performing its winter LONG BY 6' WIDE stabilization function.If the site will not have earth ;.. -- -- 4. Edges of disturbed areas that drain to a waterbody within disturbing activities ongoing during the"winter season",atl1. R v i (1 5 Date 100 feet will have 2 rows of silt fence,5 feet apart, bare exposed soil must be stabilized by established ( u installed on the contour, vegetation,straw or other acceptable mulch,matting,rock, FILTER FABRIC MIRAFI °D° CONSTR V l� d I®N ® AIL SHEET a�i�Tor other approved material such as rolled erosion control 140N OR EQUAL o 5. Drainage structures must be kept open and free of snow products.Seeding of areas with mulch cover is preferred __ oC`o BURY END 6 INTO SOIL ., `/ [°Dr /�[� f� % prepared for: and ice dams, All debris,ice dams,or debris from but seeding alone is not acceptable for proper stabilisation. EA Y / SPLASH TRENCI 1 DETAIL 4" MIN. �F2 STONE plowing operations,that restrict the flow of runoff and o meltwater,shall be removed. Compliance inspections must be performed and reports • Me9hdC1 ®a�f1lel FI'aZ12t' filed properly in accordance with the SWPPP for all sites NT$ GE07EX71LE FABRIC; TENCA7E G- Sediment barriers must be installed at all appropriate under a winter shutdown. MIRAFI 140N 12 Shore Acres Road Town of Queensbury, Warren County, NY November 2016 Page 2.38 New York State Standards and Specifications For Erosion and Sediment(control Drawn: LWD ChCcked: GTH Srale� NOTED Date: 9/4/19 CULVERT END SECTION DETAIL 189 Haviland Rood NTS ALTERATION OF THIS DOCUMENT EXCEPTA Queensbury, NY 12804 �� _®�_S7 BY A LICENSED PROFESSIONAL ENGINEER1111111h (518) 745-0307 Phone IS A VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering 51s 745---0308 Fax Legend: W ® IPF=Iron Pipe Found Deed References: Map References: >- W ® CIRF=Capped Iron Rod Found Tit Q Motes: Tax Parcel:227.17-1-10 Map Of SurveyOfA Portion Of The El MMF=Marble Monument Found Y � � Q g 1.) Exce tin And Reservn the K ht5 Of The Pubic To Those 4.) PARCEL IS SUBJECT TO ANY EA5EMENT5 OF KECOKD. Amelia Lupe Owen Fred G. Fielding Estate Known As The Z p 9 9 9 ® C1RS=Capped Iron Rod Set/To Be Set „ „ � � o z Lands Lin Within The Bounds Of Cleverdale Road. To Gunn Farm (n O -I O Y 9 5.) THI5 MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY MADE IN Stone Wall ] a- I` W W U Property Lanes Run to Apparent Centerline Of Cleverdale Road ACCORDANCE WITH 7HE EXISTING CODE OF PRACTICE ADOPTED BY THE -©- = Wood Fence Steven Lupe Owen et. al. Made For � Z � O � Q. Having A Right-Of-Way Width of 50 Feet(25 ' Either Side Of Centerline). NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. `� =Utility POI@ Dated.June 8, 1985 Dr. Richard Fielding a Q Book 671 Page 561 Dated:December 5, 1951 W o o CI_ U G•) THIS MAP i5 COPYKIGHT © 20 1 9 VAN DU5EN*5TEVE5 LAND =Light Pole U Z � 2.) Property 15 subject to an easement to New York Telephone Company By.John B. Van Dusen SURVEYORS. UNAUTHORIZED ALTERATION OR ADDITION TO THI5 QS = Septic Manhole Cover Tax Parcel:227.17-1-11 O W W O in fiber 407 at page 285. ( blanket easement). DOCUMENT 15 VIOLATION OF SECTION 7209, SUBDIVISION 2, of NEW Ralph N. Schoenherr Map Of Survey Of The Fielding Estate = ,-,� � = p YORK STATE EDUCATION LAW. = Trees Q 0 3.) Kights Of Way m Liber 22G Page 534 do not affect subject property. Elizabeth C. Schoenherr Made For O Q < O 7.) UNDERGROUND UTfUTIF5, IF ANY, ARE NOT SHOWN HEREON. =Shrubs TO Dr. Richard Fielding 0 Q C Amelia Lupo Owen Dated:March 1952 Q_ Dated:November 21, 1984 By:John B. Van Dusen P k 666, age 538 Vertical Datum:NGVD29 Boo Map Of Lands Of Contour Interval= 1 Foot x \ \ F W / ' s Ralph H.Dated ElizabJun@ 1978eth C. hoenhsrr LO \ \ \ \ \ Q CIRF / ��, By:Raymond J. Buckley = `V °a Map Of A Portion Of The Lands Of LO d. r7 cvRay&Jean - o Nelson Dated.•May 231980 Z Ch€seled"x"On Revised:Au g ust 20, 1980 Boulder Lands N/F Of MBy.John B. Van Dusen rt ld En terprises,rises LLC K. Nail Found ss?� p Ma cz Lands N/F Of P Of Survey Made For 33801213 P. �' Dr. Colgate Phillips nwa Enterprises, LLC 0.42 North Of Line December 23, 1980 34861252 Dated: By John B. Van Dusen d305�erjy G� S� house Corner Go eyed Dook Oo �� dear ey 6.5' gd�oiner5 Wood House Cornr i3` Frain 4"PVC Drain � S HOUSe ear B TT O �� Lo � '. MF CI( Pipe,Inv=326.15 4"PVC Dram 20"Maple , CIKS [O.S' North Pipe,Inv=330.750-1 CIRF ` Of Line � North(Center) mo '�f ti E �, ttovse Corner _., 2 N57o 34 02 E 1 .., 'r �, � S70 3 0 4 E 9.25 r � Gear Sy 6.4 ❑ , � �.59 r ;' � r g , CIRF Drainaq�D" ' i� , s. Mean High Water. 320.20' 114.59' =" ` 0 rn i Small Trees and Brush'' ' - j, � - - 2rj'Setback °\ _/ Cd 4-4 "ORGE : �k a A /a rea p / a 1. Lake Elevation =319.6 --- , , + ,r (� r ' / Crushed t2. ��±/ �Cr � , Oock ± n Shore 228 Along g S r , c E- Tie Line 1►4gg, '' �; = - , r N45 27 13 E , � �^�,' Z �' �, '` > m. Token As T- `,. � � P aft i , r LO DOCK CONFIGURATIONS SHOWN k y. oresy PREVIOUS OC F � , � � LO � < � ~a� 1 4: �� *TM o cm NEW DOCK LAYOUTS HAVE NOT BEEN LOCATED 61 ,h m 3a f N K / J 0 a 0 , S / - -> O t raa >� , / a i5 O N (` t ck y 2 d . agFa 4 LLB - m o h f: a o c - G a s r r � •`., - -.=:; -:,'. .i' i / ',`..., ..>i_ ,. ... :.. , ,.:-i: '::: ;.f fir§ �`4'"' •-. a..,• 'H u O'❑a}�Y' a M m - - _ O / C /yam ..., .� \ .. ";..R 4-? � CIO (� 0 �s v) \ 'ti ..yi, ."2�• r'; ;�' L �>_ N �m 5 a`� - - t ,N Q m \ ;. r 1 ,1i: / / /,• .R' � t`� ' \ / � �i a. '��. `,•aj f' v,`_ t' :j f ,ram r / J05 � :r,,.,", •„^•. ?y t '11 , 25.0 Potable r F:.. Water Line a b , , ock b �.,D& 9 VW Z. f r q<r � �� 149➢ .;�`� � i.,.t '� ,.a "1' ,xa`.w;v,. +(' . 4•°$�i : j { r / f OFPiirte t' . a G"f to 46 W , f s Am _ , 3 & 7cD r. >` ,r VL i " O 1 o , i Potable N Water Lin ~ " € 4"Vent Pie ,t -`" : ----- _ - r� ° �3 25'Se back - ?-i W � h Rim=332.70 2 _ --- T x U] Rim=332.3?_ y _ �, 1 2" IPF -_ _ -- Docko th s� t CD' r SMF •44 01d Tax ParCe1: 227. 17-1-10 � 25, -i t ��J`11 M.h_n Storage Area m N57°5g� �� v (�_ rh ng 2, g�6 Ove a ` 112" I RF , " Over by 0.50' 100 ' O8 30 N72000 36"W ,i - - .....:: o N64 W MMF MMF ° r OIKF e O C]RF 17 a CIRF I" IPF gdJofners ood O MMF CO game w Fuel cover --i houre �� ctf i� 0 _ z / o L0 CIO T n7 tCJ -_ _ -- -- -- Date- JULY 17, 2017 Scale 11-20' --.__ Crushed Stone/Gravel Drive ` ---- � -- Lands N/F Of James J. &Joan E. Meyer — - — _ T 44671241 I!2 IF S® 1 CIRF CIRF SHEET 1 OF 1 1=razler D2090 DWG, NO- 09240-LRD 227.17-1-11 I I % „... t I——" \ � '_ � I -__1-__-S_S._...0-./.I5_2.P_A_..-II.I I, 11! „' ".-."...,,,--..,. I-..—1.\.II.\.-r 11;r-;.;�-JI.I ix-.1.-----.,.I.—,.1 1,1-.-'-_-1-,_1_-I_I-,I."-I-_,-'I I-_)-1P1 1 I1 I/I 1--t"-l 1 1II i,t1 1- I-_._-l.__I__11/._1_1 1"_1,,.,--_"_,p"_,__l-_--_l.tA,-._1IO.1.-.1'1_,m�'S../i�-e F-RI,5-,�-\U_I-_.:.-i.IB\,-I--VI,I I_"�"-"R V-,.,,---!-,_11-I-1 2-�--1-t/6-1/,,-,11'"-510,,11,l,-"----_1-1,1-1-/.I-_.I-.-�,'/,'�IY,'\-",I',/I"_4..tII""I II,-,-4,-I/...-isl.,.�-KlI,1'-IY,,/-,_"*1'P-_.;,,`;,,;-C'7_l,R-1 T1/P,--"1,1,I1-1 t.�1_lI.l 1-i1,s-".,l/O"/l!'_.r,I-.RN-, 1I._II-;\i.,V11TI 1II\.l t ij.,),.,.I.ID,I9,iI./1 l'1\fII-,�'.1-..I1.,.5 IC(_.,,-',I.A t-,I-O...I,.A 1t1'_j'.7y---_1l/I,-1,-.3_/,__I,_1"1_l._vt:l,,.I.'-'_I1-1;'1.__-I;.-"--,-,I_,/I I_-/,-\_-jI-,,\I/-,-"1',,(.II-I,t,�.'.)-/-0._!",,"-.1-0,.' 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AU-34 ;t / / LANDSCAPE ARCHITECTUR I C. _ RF 27 RF /-__ AU 22 10 / f DFC _ - AILING ,I i f • W- „ w; / OX 272 w 4 .. 1 '� ", _ ' RF-61 _ / ARATOGA I , NY 12866 �. f t ti _ l-.,._..... .._ f i. t.�/� tl �. _.., . n , / _ ,<: --..._ ,1 CE LOCATION: W w,� , 11,,I",..5,j1I.-I 1'I,.1.,./.I1—",ieiIIII.i_/.i1l 1;__Ii.I_;I I_!� )-�//I,i"�-i,,i.I'I -6 It1 !jI_i,.1'y/,,,.7 ,. I 1,I(" I 1.-IL.�`:I�I1i1 1 7 1/ zI ,� „. , _..... w r 1 1 Mean Hi h Water, 2 f Y _... __.. ... 9 3 0.20 ti: w „ N, r f ; r i / ' % ,;'' _ „ .,a _.," V /` �\ 44801BROADWAY SUITE 324 w � a .l ,r m - ♦ / ^.... , " i I w - �/ a, s� __ _ ..__ _. / \,\\, CA-49 ._�_._ _.. `s---- / i' i / SARATOGA SPRINGS, NY 12866 : 3 i w r w, -�= a, ,v w : / v, v ,v w ,, ; ,v- �!— =-1 ; r'- �— r - ..... ....\ / % / / / '# r — _ - I 5 /r` i / „ i ; 1, -r -- / /� ___ / / fj, ; 518) 832 4005 W ✓ t v y, w / e 'w,, I,. ..N,. ' r r a• / Y/ / j f % / // 7 f IT IS A VIOLATION OF NEW YORK STA. w a, , p o v / I ' / f 1 ' / / ` I ` i EDUCATION LAW FOR ANY PERSON, w / i J' r\ ,,-- E. UNLES 1- ;w ": ,, ; " -> /.,e v.. •, „ w. a/ „ # ,,, /„ , 't_ r ` 1 " ; _ / � ,./ /1 1,./✓'. i THEY ARE ACTING UNDER THE DIRECTION OF 1 , �� I � Si / 0 ' j f - W " ,, w w / / i j``v' i i \ \ - " / LICENSED PROFESSIONAL ENGINEER i y w. w v' b s. W ' r I \ - ! ARCHITECT. LANDSCAPE ARCHITECT: OR LA SS-17 1f � /W w % ., ., W ',;• .,, w � f j �` \` ♦`S' .,1/'� ,.....,„. \ � t _. 1-._-.. _i i r f � % / /' 1 ' / \ / / / SURVEYOR, TO ALTER ANY ITEM IN ANY WAY I { I I r W W 1 w j k¢1 _ j "EF-8 { fw / f f I i 1 ;' l kf jr I / / F AN ITEM BEARING THE STAMP OF i I % NS D PROFESSIONA !S A T RED TH W a a w r' LICE- C E L L E W ` i r ,y.%`- % i , i r `� I ...> _�♦ /\. ♦ ; .._ _ , {f if y,.?. W f i , / - ALTERING LICENSED PROFESSIONAL SHAL W W W )r, /' __, STAMP THE DOCUMENT AND INCLUDE TH :, w ' �_` �� F " ix, NOTATION "ALTERED BY" FOLLOWED BY THE/ ^r. , , v ,v v r ., ., w "-;-- +-I .!,_..,. --x'' � \ I ; t` ,' -✓ w ,, a ,.., _ �I SIGNATURE.THE DATE OF SUCH ALTERNATION w. , . " 5 v v w - ' J/. / , I _-; , f t j < _ # , - r `- '", - AND SPECIFIC QESCRIPTION OF TH r .h' V v = lwv f t , ,. ,/ � w /, , ,' , - : w 4 i 7 y I i� t ,�� / ALTERATION. MD 10 A CA-II i _. w..� I CA 39 _ / W: j Y w b a' 3= AI-51 i^' 0 f-I, '�I I , f i w < - ; - mt E I 1 n w r",i I / PROPOSED LAWN i I /: i ,w w w ., /� BN I n--�-n-r-��. _............... j` • / _... W , �'.� / r _ i ,, F . , r . .� w � - u � , I, ✓ i /" ., "- W w , S w�i, / / 1 I � �. / b -..x..x ,v "'')._y, w/ w ./ s v /" - , .;.s ! - v v /' �-A �1 '`, — ` \ ,17' -,, I i ; , I � `'. .,a, ST-16 , , x', I r i/� � / ," w W W / w ✓'� /; d AU-20, TL-35 r �`; A TL-37 �.. •ti d /v m „ _ ,� w vm- .l ./ ,v „ I l 1 / _�.�-_. 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TO FINISH GRADE AS IN THE NURSERY, CEDAR-NATURAL COLOR, UNLESS OTHERWISE NOTED ON THE PLANS. 2. THIN BRANCHES&FOLIAGE AS DIRECTED 3. TREES SHALL BE PLUMB&STRAIGHT. 2. PRIOR TO PLANTING, CONTRACTOR SHALL LOCATE, VERIFY, AND TG 27 3 THUJA OCCIDENTALIS ARBORVITAE Z" CAL. / 10`-I2' B & B I WHILE RETAINING NORMAL SHAPE OF I TREE. NEVER CUTALEADER REPORT ANY CONFLICTS OF EXISTING UTILITY LINES TO THE PS 3 0 PINUS STROBUS WHITE PINE 2" CAL. / 10'-12' B & B 3, TREES SHALL BE PLUMB&STRAIGHT. ATTACHk GALV.STEEL CABLE TO STAKE. INSTALL 3 GUYS PER TREE EOUALLY LANDSCAPE ARCHITECT, BA 0 3 BETULA ALLEGHENIENSIS YELLOW BIRCH 3" CAL. / 14'-16' B & B NOTCH STAKE TO RECEIVE CABLE. SPACED AROUND ROOTBALL. ATTACH k' 3. ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMAL CC I 0 CARPINUS CAROLINIANA AMERICAN HORNBEAM 3" CAL. / 14'-16' B & B GALV.STEEL CABLES @ ENCASE WIRE AROUND TRUNK r0 j HEIGHT OF TREE. „ REINFORCE RUBBER HOSE ABOVE FIRST PROVIDE REINFORCED RUBBER HOSE To GUIDELINES ESTABLISHED BY THE AMERICAN STANDARD FOR PR I 2 PRUNUS SEROTINA BLACK CHERRY 3" CAL. / 14'-16' B & B BRANCH. SECURE ALL ENDS of CABLE ENCASE CABLE AROUND TRUNK.SECURE NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF WITH cALv. CLAMPS. - ALL ENDS oFcaeLE wi GALv. CLAMPS. / '` -NURSERYMEN, INC. AND SHALL BE OF SPECIMEN QUALITY UNLESS BN 3 0 BETULA NIGRA I RIVER BIRCH 3" CAL. / 14'-16' B & B 4"GALV,TURNBUCKLE EA.CABLE , \, _.... . ., APPROVED OTHERWISE BY DIRECTOR'S REPRESENTATIVE. PT 3 0 POPULUS TREMULOIDES QUAKING ASPEN 3" CAL. / 14'-16' B & B R 3°A X 8'CEDAR STAKES,3 PER TREE. \ a ' 4"GALv.TRUNBUCKLE EA.CABLE 4. WRITTEN APPROVAL IS REQUIRED FROM LANDSCAPE ARCHITECT OF GT 6 0 GLEDITSIA TRIACANTHOS 'INERMIS' HONEY LOCUST 3" CAL. / 14'-16` B & B 2'TYP STAKES TO BE SAME HEIGHT,DRIVEN IN I ANY PROPOSED SUBSTITUTIONS OF PLANT MATERIAL, CHANGED AR 8 0 ACER RUBRUM RED MAPLE 3" CAL. / 14'-16` B & B ON A SLIGHT ANGLE. STAKES TO BE i \ I OUTSIDE OF ROOT BALL. 3"O X 2'-D"CEDAR STAKES,3 PER TREE, WRAP ALL DECIDUOUS TRUNKS NEATLY F.G. 'TYP DRIVEN IN AT A 25'ANBLE;STAKES TO PLANTS SHALL BE EQUIVALENT FORM, HEIGHT, FLOWER, COLOR, BP 3 0 BETUI-A PAPYRIFERA PAPER BIRCH 3" CAL. / 14'-16' B & B TO A HEIGHT OF THE SECOND LOWEST - BE OUTSIDE OF TREE PIT. - 4 LEAF SIZE, BRANCHING, CULTURE AND FRUIT. LEGEND. - F.G. BRANCH(FALL PLANTING ONLY) FAGUS GRANDIFOLIA AMERICAN BEECH 3" CAL. / 14'-16` B & B ' FG 6 0 3"HT. PLANTING MIX SAUCER `• /' 5. A MINIMUM OF 6" OF SUITABLE TOPSOIL IS REQUIRED IN AREAS WITH 3"HT. PLANTING MIX SAUCER ` PROPOSED LAWN SEEDING PRIOR TO SEEDING. SHRUBS __ __ PROPERTY uNE 3"DEPTH BARK MULCH;PULL MULCH 3"DEPTH SHREDDED MULCH(NATURAL COLOR): AA 27 ARONIA ARBUTIFOLIA RED GHOKEBERRY 24-30" HT. CONTAINER AWAY FROM TREE TRUNK PULL MULCH AWAY FROM TREE TRUNK 6. PRIOR TO COMMENCEMENT OF PLANTING, STAKE LOCATION OF ALL - AMENDED PLANTING MIX,COMPACTED \, PLANTINGS FOR APPROVAL BY LANDSCAPE ARCHITECT. IV 28 11 ILEX VERTICILLATA WINTERBERRY 24-30" HT. B & B - 35' SHORELINE PLANTING BUFFER AMENDED PLANTING MIX, OTTOMED 7. SCHEDULE DELIVERY OF PLANTS ONLY IN REASONABLE TIME AS TO CS 0 18 CORNUS ALBA 'SIBIRICA' RED TWIG DOGWOOD 24-30" HT. CONTAINER -CUT ROPF SURROUNDING BOTTOM OF TREE 1.\ CUT ROPE SURROUNDING BOTTOM OF TREE TRUNK AFTER BACKFILLING BUT BEFORE TRUNK AFTER BACKFILLING BUT BEFORE MULCHING.Do NOT REMOVE BURLAP. - „ MULCHING.DO NOT REMOVE BURLAP, WHEN THEY CAN BE INSTALLED. PLANTS TO BE INSPECTED BY HA 35 0 HYDRANGEA ARBORESCENS WILD HYDRANGEA 24-30" HT. CONTAINER 050 PROPOSED VEGETATION W NATIVE SOIL DRAINAGE MOUND,COMPACTED TO 92% NATIVE SOIL DRAINAGE MOUND,COMPACTED TO 92% LANDSCAPE ARCHITECT AT DELIVERY, UNDISTURBED SUBGRADE UNDISTURBED SUBGRADE CL 36 0 CLETHERA ALNiFOLIA SWEET PEPPERBUSH 24-30" HT. CONTAINER 8. MAINTENANCE TO BEGIN IMMEDIATELY FOLLOWING INSTALLATION OF , .. %--\ ' DECIDUOUS TREE PLANTING DETAIL EVERGREEN TREE PLANTING DETAIL PLANT MATERIALS AND LAWN UNTIL FINAL ACCEPTANCE. VD zz 0 VIBURNUM DENTATUM ARROWWOOD VIBURNUM 24-30" HT. CONTAINER ,'__11,r,-si.._I PROPOSED STEP STONE WALKWAY z Z 9. TREES SHALL NOT BE PLANTED BEFORE ACCEPTANCE OF ROUGH HU 24 0 HAMAMELIS VIRGINIANA WITCH HAZEL 24-30" HT. CONTAINER r:' j SCALE:N.T.s. SCALE N.T.s. " , ', PROPOSED ORNAMENTAL BOULDERS GRADING. TREES SHALL BE PLANTED 3 HIGHER THAN PREVIOUS CP 59 0 COMPTONIA PEREGRINA SWEET FERN_ 24-30" HT. CONTAINER r ?l s "% GRADE. SHRUBS AND GROUND COVER SHALL BE PLANTED AS THE KL 16 0 KALMIA LATIFOLIA MOUNTAIN LAUREL 24-30" HT, CONTAINER c t),,'c PROPOSED FLAGSTONE PATIO SAME RELATIONSHIP TO GRADE AS PREVIOUS GRADE. I -. (� 10. PLANT MATERIAL QUANTITIES TO BE PROVIDED BY CONTRACTOR AS JH II 0 PARTHENOCISSUS QUINQUEFQLIA VIRGINIA CREEPER 6-I2" HT. CONTAINER �p-° ' W 0 SHOWN ON DRAWINGS. SA 0 51 SPIRAEAALBA MEADOWSWEET 4' HT. CONTAINER U 0 PROPOSED GRASS / LAWN SURFACE z W II, UNLESS NOTED ON PLANT LIST, PLANTS TO BE BALLED AND PERENNIALS / GRASSES. ( FERNS / GROUNDCOVERS ,. ��., L BURLAPPED OR CONTAINER GROWN, SN 104 0 SYMPHYOTRICHUM NOVAE-ANGLIAE NEW ENGLAND ASTER #1 CONT. CONTAINER "'`'"\f/ W - I 6 0 PRUNE TO REDUCE FOLIAGE BY ONE THIRD. 12. FOR SEEDING OF DISTURBED AREAS USE SPECIFIED MIX FOR MD 33 0 MONARDA DIDYMA BEE BALM #1 CONT, CONTAINER Y PERIMETER FENCE & VEHICULAR GATE ® z ALWAYS PRUNE E NODE IN CROTCH. DESIGNATED AREA OR APPROVED EQUAL APPROVED BY LANDSCAPE IR 0 34 IRIS VERSICOLOR BLUE FLAG IRIS #1 CONT. CONTAINER , C+'` n NEVER CUT LEADER. RETAIN NATURAL r,( w ,� 6 CHARACTER OF SHRUB. ARCHITECT. W � '�'_, 40w' MULCH BED-PLACE 3"SHREDDED BARK RF 115 0 RUDBECKIA FULGIDA BLACK EYED SUSAN #I CONT. CONTAINER ORNAMENTAL FENCE t ,,, 0 MULCH AROUND 3'L'P OFT EF 23 14 EUTROCHIUM FISTULOSUM JOE PYE WEED #1 CONT. CONTAINER W V J ' 3"MULCH OVER 3"LIP OF TOPSOIL wa b6, TO FORM SAUCER LS 40 52 LOBELIA SIPHILITICA GREAT BLUE LOBELIA #1 CONT. CONTAINER _ 1 AI 89 0 ASCLEPIAS INCARNATA SWAMP MILKWEED #1 CONT. CONTAINER Lu ~ z *� CUT AND REMOVE BURLAP PERENNIALS-SEE SHEET C-IOX FOR TYPE - FROM Toll ONE THIRD of AND LocanoN of PLANTING AU 122 0 ARCTOSTAPHYLOS UVA-URSI BEARBERRY #1 CONT. CONTAINER V N Z 6, „ SHRUB BALL IN.- 1 SS 26 65 ANDROPOGON GERARDII BIG BLUESTEM GRASS #1 CONT. CONTAINER w a ". PREPARED TOPSOIL IN 0" LIFTS Z. SHREDDED HARDWOOD BARK MULCH 0 O/ Q r I — -' AROUND PERENNIALS AND GRASS SPRIGS PV 133 0 PANICUM VIRGATUM SWITCH GRASS #I CONT. CONTAINER �JJ _ _-__-/ SCARIFY COMPACTED SUB-SOIL G RAPH I C SCALF L� -- TO A DEPTH OF 4" III I I - _ MS 2390 MATTEUCCIA STRUTHIOPTERIS OSTRICH FERN #1 CONT. CONTAINER , 0- LL r 0^- I LEI I I I I1 I I II[�I I I III-1 I ~- SUBSOIL 35' SHORELINE BUFFER RECOMMENDED 20 0 10 20 40 III-III—I11=III-III—I�1 II OR 47 0 OSMUNDA REGALIS ROYAL FERN #1 CONT. CONTAINER DATE: 11/15/2019 I—I I I I-III—I 11 I—I ,—I a (NON-COMPLIANT) NOTE$: 12"PLANTING SOIL MIX IN ALL PERENNIAL TL 128 O TYPHA LATIFOLIA BROAD LEAF CATTAIL #1 CONT. CONTAINER PROJECT /N�InO. I. SHRUB ALL BEAR SAME RELATION TO FINISHED GRADE AS IT BORE TO BEDS PLACED IN 6"LIFTS(TYP,) 7 SHRUBS I9O09.I I PREVIOUSLY EXISTING GRADE. SHOVEL CUT AT EDGE SHORELINE SHORELINE BUFFER I TREE / 14 PERENNIALS CA 411 0 CAREX SPP. NATIVE SEDGE #1 CONT. CONTAINER mDRAWING OFPLANTINGBED / 350 SQ. I INCH - 20 FEET N0. • LENGTH .BUFFER AREA 700 SQ. FT. FT / 350 SQ. FT. PA 0 25 POLYSTICHUM ACROSTICHOIDES CHRISTMAS FERN #I CONT. CONTAINER 7,980 SQ. 300 CO 0 93 CORNUS CANADENSIS CREEPING DOGWOOD #1 CONT. CONTAINER AA ESDELEI II PERENIAL 8� GRASS PLANTING DETAIL zzs' 35' 10 TREES Bo sHRues DIG SAFE NOTE: 3 SHRUB PLANTING DETAIL FT. PERENNIALS TE 0 49 TRILLIUM ERECTUM TRILLIUM #I CONT. CONTAINER THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF "DIG SAFE" MARKINGS. UTILITIES L-3 1 1 scAL�m:N.T.s. SCALE N.r.s SHOWN ARE NOT WARRANTED TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT "DIG SAFE" AT 811 BEFORE COMMENCING ANY WORK AND SHALL PRESERVE . EXISTING UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN THIS PLAN SET. DWG OF t ` I I f r !J U. studoloA _• - I(0 n I,I ...........__- 1. � ....l...,..........11--l-11-......___...I...I--...................1.1.1-11............ ' i \ 1 `. , ,, `I i #Y '? , , € ,,,c5sc<a�3e J;,. Ircct. ,� Ls.r'.C. r TG 4 T E8. 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I'll fV tr �f / I / 7 �' BN I ` VD-7 n rf . , i r' r i / t , i I, 71 r A ` AA-24 PS-3 AA-3 r �i % .. ^� �' � �� ) �' r ;� l � i 't I ' O e � � W 7LL i } , i i HV-5 HV 3 I I A, i - I LL f � " � BP2 ' CP7 -- `� TG-9 - _ _- # � � , _" \ ' t 4 4, , tt PLANTING NOTES � Q cv PLANTING SCHEDULE n n - 0 NOTES: NOTES: TREES SHALL BEAR SAME RELATIONSHIP I, ALL PLANT BEDS TO BE MULCHED WITH 4" DEEP SHREDDED 1. TREES SHALL BEAR SAME RELAT€ONSHIP To FINISH GRADE AS IN THE NURSERY. KEY QTY BUFFER SCIENTIFIC NAME COMMON NAME MIN. SIZE COMMENTS TO FINISH GRADE AS IN THE NURSERY. CEDAR-NATURAL COLOR, UNLESS OTHERWISE NOTED ON THE PLANS. 2. THIN BRANCHES 8,FOLIAGE AS DIRECTED t 2. NEVER CUT A LEADER WHILE RETAINING NORMAL SHAPE OF 3. TREES SHALL BE PLUMB&STRAIGHT. 2. PRIOR TO PLANTING, CONTRACTOR SHALL LOCATE, VERIFY, AND TREES TREE,NEVERSHALL E PLUMB a S ' REPORT ANY CONFLICTS OF EXISTING UTILITY LINES TO THE TG 27 4 THUJA OCCIDENTALIS ARBORVITAE 2 CAL. / 10'-12' B & B 3. TREES SHALL BE PLUMS 8 STRAIGHT. INSTALL 3 GUYS PER TREE EQUALLY LANDSCAPE ARCHITECT. ATTACH"GALV.STEEL CABLE TO STAKE. � iI PS 3 0 .PINUS STROBUS WHITE PINE 2" CAL. / 10 -12' B & B - NOTCH STAKE TO RECEIVE CABLE. !! SPACED AROUND ROOTBALL.ATTACH k 3. ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMAL ENCASE WIRE AROUND TRUNK TO 1 $, F '•l GALV. STEEL CABLES @ f HEIGHT OF TREE. -_._ _ BA 0 3 BETULA ALLEGHENIENSIS YELLOW BIRCH 3" CAL. / I4'-16' B & B REINFORCE RUBBER HOSE ABOVE FIRST yes PROVIDE REINFORCED RUBBER HOSE TO GUIDELINES ESTABLISHED BY THE AMERICAN STANDARD FOR BRANCH.SECURE ALL ENDS OF CABLE ENCASE CABLE AROUND TRUNK. SECURE ,` NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF CC I 0 CARPINUS CAROLINIANA AMERICAN HORNBEAM 3" CAL. / 14'-16' B & B WITH GALV.CLAMPS. ALL ENDS OF CABLE W/GALV.CLAMPS. Z -.r 4"GALV.TURNBUCKLE EA. CABLE , / \ NURSERYMEN, INC. AND SHALL BE OF SPECIMEN QUALITY UNLESS PR 1 2 PRUNUS SEROTINA BLACK CHERRY 3" CAL. / 14'-16' B & B •r. APPROVED OTHERWISE BY DIRECTOR'S REPRESENTATIVE. BN 3 0 BETULA NIGRA RIVER BIRCH 3" CAL. / 14'-16' B & B 3"0 X 8'CEDAR STAKES,3 PER TREE. `s r 4"GALV. TRUNBUCKLE EA.CABLE 4. WRITTEN APPROVAL IS REQUIRED FROM LANDSCAPE ARCHITECT OF PT 3 0 POPULUS TREMULOIDI S QUAKING ASPEN 3" CAL. / 14'-16' B & B 2'TYP. STAKE5 TO 6E SAME HEIGHT,DRIVEN€N 1 ON A SLIGHT ANGLE. STAKES TO BE `� ANY PROPOSED SUBSTITUTIONS OF PLANT MATERIAL, CHANGED 0- OUTSIDE OF ROOT BALL. 3°0 X 2'-4"CEDAR STAKES,3 PER TREE, GT O GLEDITSIA TRIACANTHOS 'INERMIS' HONEY LOCUST 3° CAL. / 14' 16' B & B WRAP ALL DECIDUOUS TRUNKS NEATLY '/ FIG, 'TYP DRIVEN IN AT A 25°ANBLE;STAKES TO PLANTS SHALL BE EQUIVALENT FORM, HEIGHT, FLOWER, COLOR, AR $ 0 ACER RUBRUM RED MAPLE 3" CAL. / 14' Ib' B & B LEGEND. TO A HEIGHT OF THE SECOND LOWEST BE OUTSIDE OF TREE PIT. LEAF, SIZE, BRANCHING, CULTURE AND FRUIT.F.G. BRANCH(FALL PLANTING ONLY) 5•, 3"HT.PLANTING MIX SAUCER :` ' 5. A MINIMUM OF 6" OF SUITABLE TOPSOIL IS REQUIRED IN AREAS WITH BP 3 0 BETULA PAPYRIFERA PAPER BIRCH 3" CAL. / 14'-16' B & B U -s, 3°HT.PLANTING MIX SAUCER \ PROPOSED LAWN SEEDING PR10R TO SEEDING. FG 6 0 FAGUS GRANDkFOLIA AMERICAN BEECH 3" CAL. / I4'-16' B & B __ __ PROPERTY LINE 3°DEPTH BARK MULCH;PULL MULCH 3"DEPTH SHREDDED MULCH(NATURAL COLOR); • _ • AWAY FROM TREE TRUNK - PULL MULCH AWAY FROM TREE TRUNK 6. PRIOR TO COMMENCEMENT OF PLANTING, STAKE LOCATION OF ALL SHRUBS -Y` Ir . �--- AMENDED PLANTING MIX,COMPACTED W ''\ PLANTINGS FOR APPROVAL BY LANDSCAPE ARCHITECT. AA 27 0 ARONIA ARBUTIFOLIA RED CHOKEBERRY 24-30" HT. CONTAINER 35' SHORELINE PLANTING BUFFER IL CUT ROPE SURROUNDING BOTTOM OF TREE ' AMENDED PLANTING MIX,COMPCTED 7, SCHEDULE DELIVERY OF PLANTS ONLY IN REASONABLE TIME AS TO LL TRUNK AFTER BACKFILLING BUT BEFORE CUT ROPE SURROUNDING BOTTOM OF TREE IV 28 66 ILEX VERTICILLATA WINTERBERRY 24-30" HT. B & B TRUNK AFTER BACKFILLING BUT BEFORE MULCHING.Do NOT REMovEBURLAP - -- ----� -' WHEN THEY CAN BE INSTALLED. PLANTS TO BE INSPECTED BY � PROPOSED VEGETATION NATIVE SOIL DRAINAGE MOUND,COMPACTED TO-92% . MULCHING.DO NOT REMOVE BURLAP. CS 0 96 CORNUS ALBA 'SIBIRICA' RED TWIG DOGWOOD 24-30" HT. CONTAINER m UNDISTURBED SUBGRADE NATIVE SOIL DRAINAGE MOUND,COMPACTED TO 92% LANDSCAPE ARCHITECT AT DELIVERY. UNDISTURBED SUBGRADE 8. MAINTENANCE TO BEGIN IMMEDIATELY FOLLOWING INSTALLATION OF HA 35 0 HYDRANGEA ARBORESCENS WILD HYDRANGEA 24-30" HT. CONTAINER ,-- !- DECIDUOUS TREE PLANTING DETAIL OLV_�� L PLANT MATERIALS AND LAWN UNTIL FINAL ACCEPTANCE. CL 36 0 CLETHERA ALNIFOLIA SWEET PEPPERBUSH 24-30" HT. CONTAINER " < +`•--` PROPOSED STEP STONE WALKWAY WSCALE N-T.S. 9. TREES SHALL NOT BE PLANTED BEFORE ACCEPTANCE OF ROUGH VD 22 0 VIBURNUM DENTATUM ARROWWOOD VIBURNUM 24-30" HT. CONTAINER ;ti ,,` A, PROPOSED ORNAMENTAL BOULDERS Q GRADING. TREES SHALL BE PLANTED 3" HIGHER THAN PREVIOUS U HV 24 0 HAMAMELIS VIRGINIANA WITCH HAZEL 24-30° HT. CONTAINER "`, `'' GRADE. SHRUBS AND GROUND COVER SHALL BE PLANTED AS THE CP 59 0 COMPTONIA PEREGRINA SWEET FERN 24-30" HT. CONTAINER , SAME RELATIONSHIP TO GRADE AS PREVIOUS GRADE, PROPOSED FLAGSTONE PATIO W 10. PLANT MATERIAL QUANTITIES TO BE PROVIDED BY CONTRACTOR AS KL 16 O KALMIA LAT►FOLIA MOUNTAIN LAUREL 24-30" HT. CONTAINER w Z SHOWN ON DRAWINGS. JH 11 O PARTHENOCIS$Lf$ QUINQUEFOLIA VIRGINIA CREEPER 6-12" HT. CONTAINER r7 �'- ` ` " i-" '; :: PROPOSED GRASS / LAWN SURFACE II. UNLESS NOTED ON PLANT LIST, PLANTS TO BE BALLED AND PERENNIALS / GRASSES / FERNS / GROUNDCOVERS =-'.-.' .....°"�j $URLAPPED OR CONTAINER GROWN. SN 104 0 SYMPHYOTRICHUM NOVAE-ANGLIAE NEW ENGLAND ASTER #1 CONT. CONTAINER Lli � 0 PRUNE To REDucE FouaGE er ONE THIRD. 12. FOR SEEDING OF DISTURBED AREAS USE SPECIFIED MIX FOR PERIMETER FENCE & VEHICULAR GATE ° � ALWAYS PRUNE To NODE OR cRorcH. DESIGNATED AREA OR APPROVED EQUAL APPROVED BY LANDSCAPE MD 33 0 MoNARDA DIDYMA BEEBALM #I CONT. CONTAINER ""-6- `"'i NEVER CUT LEADER.RETAIN NATURAL IR 0 123 IRIS VERSICOLOR BLUE FLAG IRIS #1 CONT. CONTAINER W r v .3 o CHARACTER OF SHRUB. ARCHITECT. 'i,, MULCH BED-PLACE 3"SHREDDED BARK RF 115 0 RUDBECKIA FULGIDA BLACK EYED SUSAN #1 CONT. CONTAINER ORNAMENTAL FENCE o ` L, � MULCH AROUND ALL SHRUBS W . V 0 3"MULCH OVER 3"LIP OF TOPSOIL EF 23 53 EUTROCHIUM FISTULOSUM JOE PYE WEED #1 CONT. CONTAINER _ j (t5 _,, TO FORM SAUCER LS 40 150 LOBELIA SIPHILITICA GREAT BLUE LOBELIA #1 CONT. CONTAINER � L• 0 W I— r 7 PERENNIALS-SEE SHEET C-IOX FOR TYPE Al 89 0 ASCLEPIAS INCARNATA SWAMP MILKWEED #1 CONT. CONTAINER I_ CUT AND REMOVE BURLAP AND LOCATION OF PLANTING FROM roP aNE THIRD of4 AU 122 0 ARCTOSTAPHYLOS UVA-URSI BEARBERRY #1 CONT. CONTAINER u N z Z 6 SHRUB BALL °: VAV�: PREPARED TOPSOIL IN 6" -,, SS 26 69 ANDROPOGON GERARDII BIG BLUESTEM GRASS #I CONT. CONTAINER Q Q ' E LIFTS 2"SHREDDED HARDWOOD BARK MULCH O r -� -�___J) SCARIFY COMPACTED SUB-SOIL AROUND PERENNIALS AND GRASS SPRIGS PV 133 0 PANICUM VIRGATUM SWITCH GRASS #1 CONT. CONTAINER GRAPHIC SCALE Q' Of O_ .____ r'E'll, � MS 239 0 MATTEUCCIA STRUTHIOPTERIS OSTRICH FERN #1 CONT. CONTAINER °- LL 0 TO A DEPTH OF 4" I I I IIII i I I �I I-1 1 I SUBSOIL 20 0 ID 20 40II I OR 47 0 OSMUNDA REGAUS ROYAL FERN #I CONT. CONTAINER DATE: II/15/2019 I I I I I I—I I I I I I I I I I NOTES: 12"PLANTING SOIL MIX IN ALL PERENNIAL TL 128 0 TYPHA LATIFOLIA BROAD LEAF CATTAIL #1 CONT. CONTAINER PROJECT NO. I. SHRUB ALL BEAR SAME RELATION TO FINISHED GRADE AS IT BORE TO BEDS PLACED IN 6"LIFTS(TYP.) PREVIOUSLY EXISTING GRADE. SHOVEL CUT AT EDGE CA 411 0 CAREX SPP. NATIVE SEDGE #1 CONT. CONTAINER I INCH - 20 FEFT 19009.11 OF PLANTING BED RT DRAWING NO. 35' SHORELINE BUFFER REQUIREMENT DIG SAFE NOTE: 0_�� THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF "DIG SAFE" MARKINGS. UTILITIES &LL±�L�� SHORELINE LENGTH SHORELINE BUFFER BUFFER AREA I TREE / 700 SQ. FT. 7 SHRUBS / 350 SQ, FT, 14 PERENNIALS / 350 SO. FT. SHOWN ARE NOT WARRANTED TO BE EXACT OR COMPLETE, THE CONTRACTOR SHALL L"""3. 1 SCALE:N.I',S. SCALE'N.T.S. 228' 35' 7,980 SQ. FT. f 1 TREES 160 SHRUBS 320 PERENNIALS CONTACT "DIG SAFE" AT 811 BEFORE COMMENCING ANY WORK AND SHALL PRESERVE EXISTING UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN THIS PLAN SET. DWG OF