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HomeMy WebLinkAbout48436-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY ` BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48436 Date: 10/27/2022 Permission is hereby granted to: Astie , Christo her 434 Greenwich St Apt 2F New York, NY 10013 To: Construct in-ground gunite swimming pool at existing single family dwelling as applied for, with ZBA#7561, Trustees #9947/9947C, SCHD & Planning Board approvals. At premises located at: 460 N View Dr., Orient SCTM # 473889 Sec/Block/Lot# 13.-1-5.2 Pursuant to application dated 9/1/2022 and approved by the Building Inspector. To expire on 4/27/2024. Fees: SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 CO- SWIMMING POOL $50.00 Total: $300.00 �Y� - Building Inspector J TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 a r" Telephone (631) 765-1802 Fax(631) 765-9502 litti)s://www.southoldtowiiU.. ov' r;5 Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: � Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:September 1, 2022 OWNER(S)OF PROPERTY: Name:CHRISTOPHER T. ASTLEY AND AMY ASTLEY SCTM#1000-13.-1-5.2 & 6 (NEW SCTM PENDING) ProjectAddress:460 AND 320 NORTH VIEW DRIVE, ORIENT Phone#:917-816-4772 Email:AMY-ASTLEY@CONDENAST.COM Mailing Address:434 GREENWICH STREET, APT. 2F, NEW YORK, NY 10013 CONTACT PERSON. Name:MARTIN D. FINNEGAN, ESQ. Mailing Address:PO BOX 1452, 13250 MAIN ROAD, MATTITUCK, NY 11952 Phone#:631-315-6070 Email:MFINNEGAN @ NORTHFORK.LAW DESIGN PROFESSIONAL INFORMATION: Name:RYALL SHERIDAN ARCHITECTS Mailing Address: 174 5TH AVENUE, SUITE 300 Phone#:646-809-4343 Email:niall@ryallsheridan.com CONTRACTOR INFORMATION: Name:TBD Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION kiNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $. Will the lot be re-graded? WiYes ❑No Will excess fill be removed from premises? []Yes ®No 1 PROPERTY INFORMATION Existing use of property: RESIDENTIAL Intended use of property: RESIDENTIAL Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes BNo IF YES, PROVIDE A COPY. R Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are t punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print nMARTIN D. FI N N EGAN IgAuthorized Agent ❑Owner Signature of Applicant: Date: 09/01/2022 STATE OF NEW YORK) SS: COUNTY OF SUFFOLK MARTIN D. FINN EGAN being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the AG ENT (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this � day ofSEPTEMBER 2022 Notary Public SCHWEITZER ANNALISE NOTARY PUBLIC-STATE OF NEW YORK PROPERTY ( TI N0.01SC6�09451 QUALIFIED IN SUFFOLK COUNTY (Where the applicant is not the owner) EXPIRES SEP X20 1, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 l ui'1 n� jLtgavimcfft AgificAtion AUTHORIZATION (Where the Applicant is not the Owner) CHRtSTOPHER T. ASTL ' " F EE� "a ICH STREET, 1, AMY T.... 4 G � .....r...._. _......_residing at.. APT. 2F, (Print property owner's name) (Mailing Address) do hereby authorize I N N EGAN, ESQ. NEW YORK, NY 10Q13 MARTIN D F � .� to apply on my behalf to the Southold ofd it i g Department. I.S"1 f ER T. AS X AMY A I", OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ^� ` P.O.Box 1179 � � ° 54375 State Route 25 Southold, NY 11971� ,�� � � ,. (cor.Main Rd. &Youngs Ave.) Southold,NY � � Telephone:631 765-1938 www.southoldtowuny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 12, 2022 Martin Finnegan, Esq. Finnegan Law, P.C. P.O. Box 1452 Mattituck, NY 11952 Re: Final Plat Approval Astley Resubdivision 460 and 320 North View Drive, Orient SCTM#1000-13-1-5.2 &6 Dear Mr. Finnegan: The following resolutions were adopted at a meeting of the Southold Town Planning Board on April 11, 2022: WHEREAS, this resubdivision proposes to merge SCTM#s 1000-13-1-5.2 (0.79 ac.) and 13-1-6 (0.56 ac.) into a single conforming lot of 1.35 acres. Each lot contains a single family home. The home on Lot 6 will be partially demolished and a pool installed along with a pool house in the remaining area of the house; and WHEREAS, this application has received approvals from the Zoning Board of Appeals and the Southold Town Trustees; and WHEREAS, this application is EXEMPT from review by the Local Waterfront Revitalization Program and the Suffolk County Planning Commission as no new development potential will come as a result of this resubdivision; and WHEREAS, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, has determined that the proposed action is a Type 11 Action under SEQRA according to 617.5(c)(16) "granting of individual N Astley Resubdivision April 12, 2022 setback and lot line variances and adjustments". An earlier SEQRA classification of Unlisted was made in error; and WHEREAS, this merger of two recognized parcels is consistent with the Southold Town Comprehensive Plan in that it is making two non-conforming lots into a single conforming lot; and WHEREAS, pursuant to §240-56 Waivers of certain provisions, the Southold Town Planning Board shall have the authority to modify or waive, subject to appropriate conditions, any provision of these subdivision regulations, if in its judgment they are not requisite in the interest of the public health, safety and general welfare, except where such authority would be contrary to other ordinances or state law; and WHEREAS,the Southold Town Planning Board has determined that the following provisions of the Southold Town Code§240 Subdivision of Land are not requisite in the interest of the public health, safety and general welfare because this resubdivision is merging two recognized lots both developed with single family homes, is removing one of the homes, and will not create any additional residential building lots, and therefore are eligible for a waiver: a. Sketch Plat Review; b. Existing Resources Site Analysis Plan (ERSAP); c. Yield Plan; d. Primary&Secondary Conservation Area Plan; e. Preliminary Plat Review; f. Public Hearing; and WHEREAS, pursuant to the resubdivision policy set by the Planning Board in February 2011, this application is eligible for a decision from the Planning Board prior to receiving approval by the Suffolk County Department of Health Services (SCDHS) as it meets the following criteria set forth in that policy: o Both parcels are developed with single family homes and cannot be further subdivided to create additional lots; and Where no new development potential will be created; and WHEREAS, on March 28, 2022, at their Work Session, the Planning Board determined that the relocation of driveways in this case is outside of their purview; and WHEREAS, on March 28, 2022, at their Work Session, the Planning Board determined that the application met the requirements of Chapter 240, Subdivision of Land, be it therefore; 2 Astley Resubdivision April 12, 2022 RESOLVED, that the Southold Town Planning Board, pursuant to §240-56 Waivers of certain provisions, hereby waives the following provisions of subdivision: a. Article V. Sketch Plat Review; b. §240-10 (A): Existing Resources Site Analysis Plan (ERSAP); c. §240-10 (8):Yield Plan; d. §240-10 (C): Primary & Secondary Conservation Area Plan; e. Article VI: Preliminary Plat Review; and f. Public Hearing; and be it further RESOLVED, that the Southold Town Planning Board hereby waives the requirement to receive approval from the Suffolk County Department of Health Services prior to approval of this resubdivision by the Southold Town Planning Board; and be it further RESOLVED, that the Southold Town Planning Board grants Final Plat Approval upon the survey certified to Chris &Amy Astley, prepared by Kenneth M. Woychuk, licensed surveyor, dated February 25, 2019, and last revised January 12, 2022. The map for this resubdivision will be kept on file with the Southold Town Planning Department. Please submit evidence that the deed has been submitted to the Suffolk County Clerk for recording to the Southold Town Planning Department within 62 days of the date of Final Approval, or such approval shall expire and be null and void. The statement below must be signed by the property owner prior to the Planning Board Chairperson's signature to validate this approval resolution. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Respectfully, Donald J. Wilcenski Chairman I understand that Southold Town Planning Board approval of this Resubdivision does not grant, guarantee or waive any approvals that may be required from the Suffolk County Department of Health Services (SCDHS). I understand that I will need to apply sep (ely to the SCDHS for any applicable approvals. A- ,111, � G 4�-L,„ Sigirwatur of(P o eriy Owner 1) Print Name .,. 3 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson 17� � 53095 Main Road-P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora y� Office l.,ocat fort; Eric Dantes : Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento <; NV„ Southold,NY 11971 RECEIVED http://southoldtownny.gov 4Aa cc, rj�.;Ouiv, ZONING BOARD OF APPEALS NOV 2 9 2021 TOWN OF SOUTHOLD Tel.(631)765-1809-Fax(631)765-9064 S t*h01d Town Clerk`; FINDINGS,DELIBERATIONS AND DETERMINATION , MEETING OF NOVEMBER 18 2021 ZBA FILE: 7561 NAME OF APPLICANT: Christopher&Amy Astley PROPERTY LOCATION: 480/320 North View Drive,Orient SCTM No. 1000-13-1-5.2& 1000-13-1-6 SE RA DETERMINA 1ON: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions,without further steps under SEQRA. SLUFF LK. COUNTY ADMINISTRAT �E CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated. August 6, 2021, stating that this application is considered a matter for local detennination as there appears to be no significant county-wide or inter-community impact. LWRP DET ET INATION: This application was referred for review under Chapter 268,Waterfront Consistency review of the Town of Southold. Town Code and the ,Local Waterfront Revitalization Program (LWRP)Policy Standards.The LWRP Coordinator issued a recommendation dated October 5,2021.Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available, it is recommended that the proposed action is CONSISTENT with LWRP policy standards,and therefore is CONSISTENT with the LWRP,based upon the approval and issuance of a Wetland's Permit and Coastal Erosion Hazard Permit with mitigating conditions by the Town of Southold Board of Trustees TOWN OF S 11THOLD BOARD OF TR(JSTE-S:Because of the proximity of the as built structures on the subject property to the bluff and other naturally regulated features,on October 9, 2020 a request was made to the Board of Trustees to proceed with reviewing an application for a wetland permit for the proposed improvements upon the subject premises. On November 20,2020, The Chairperson of the Board of Appeals sent a letter to the applicant's attorney indicating that Trustee's approval must be obtained prior to the ZBA scheduling a hearing for required variance relief. On July 14,2021,a Wetland's Permit (#9947) and Coastal Erosion Hazard Permit(#9947C) with mitigating conditions was granted by the Trustees. PROPERTY FA(7T"S/1 ESCR:l1yrlON. The subject property in question for this application is two parcels located along Long Island Sound: As part of this application the two parcels are to be merged. b Page 2,November 18,2021 #7561,Astley SCTM No. 1000-13-1-5.2 and 1000-13-1-6 • Parcel#1: SCTM No. 1000-13-1-5.2:480 North View Drive is a 34,458.1 sq. ft.parcel located in an R-40 Zoning District. The parcel has approximately 130.00 feet of road frontage along North View Road, then turns north toward Long Island Sound for 235.56 feet before turning west for 133.81 feet of Sound front, then returning south for 307.73 feet back to North View Road. 'This parcel is improved with an existing two=story frame residence as shown on survey prepared by Kenneth M.Woychuck,L.S.,last revised July 13,2021. • Parcel#2: SCTM No. 1000-13-1-6: 320 North View Drive is a 24,187.41 sq.ft.parcel located in an R-40 Zoning District. The property has 120.00 feet of road frontage along North View Road, then turns north for 214.48 feet towards_Long Island Sound, then runs west with 114.75 feet of Sound frontage,before returning south for 235.56 feet back to North View Drive. The property is improved with an existing one-story frarne dwelling with attached wood deck as shown on survey prepared by Kenneth M.Woychuck,L.S., last revised July 13,2021. BA F PLWA : Request for Variances from Article III, Section 280-15; Article XXII, Section 280-116A; and the Building Inspector's August 3, 2021 Notice of Disapproval.based on an application for a permit to merge two properties,construct anaccessory in-ground swimming poll and convert an existing single family dwelling into a cabana/pool house/shed with an attached deck;at;'I) swimming ming pool located in other than the code required,rear yard;2)cabana/pool house/shed located in outer than the code required rear yard;3,) swimming pool is located less.thm the code required 100 feet frorn the top'of the bluff 4)cabana/pool 40, selshed is located less than the code.regtiire&l00 feet rm:the top of:thwlaluff,lobated at..48 brad 3�O. Toattll fiev»give, dJ to" log ls)agd Saunnd) 40Ch NY.SCTM No, 1011i1-13-1=5.2 atad.l00�-1 -1`»& PL EEE M UES=: The applicant requests- variances to merge two adjacent properties,and partially demolish an existing dwelling,converting the r maining„portion into a 350 sq.ft.cabana/pool house/shed pool house with half bathroom.over A.portion of an existing basement with mechanicals, located in a non-conforming side yard,and to construct an in-ground swimming pool in the side yard, where accessory structures are only permitted by code in the rear yard. Variances are also requested for the cabana/pool house/shed to'be located 10.75 feet from the top of the bluff and the proposed swimming pool to be located 61.166 feet from the top of the bluff, where all structures shall be set back 100 feet from the top of the bluff. ADDITIQNAL RKORM TIDN:_ Testimony was given by the applicant's attorney explaining that the applicants had submitted previous applications for variance relief for the proposed project that had been withdrawn before any determination by the ZBA had been issued. The proposed merger of the two subject properties will also require Planning Board approval. Testimony from the architect was taken stating that the existing residence to be renovated, and partially demolished for conversion to a pool house is in structurally sound condition. Testimony was also given by the neighbor to the west, along with his attorney and engineer, about am potential adverse impact that could be caused to the neighbor's as built retaining wall by locating a proposed parking area to the west of the property and adjacent to his retaining wall. After due consideration, the Board finds this matter to be unrelated to the variance requests before the Board. The Board received numerous letters from property dwners in the neighborhood supporting the proposed project and the requested variances. A Page 3,November 18,2021 #7561,Astley SCTM No. 1000713-1-5.2 and 1000-13-1-6 FINDINGS OF FACT/REASONSFOR BQAM ACTI_O_N: The Zoning Board of Appeals held a public hearing on this application on November 4,2021 at _which time written and oral evidence were presented. Based upon all testimony,documentation, personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1: Town Law§267-bQ(b) Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The merging of both parcels(1 arld 2) will create a conforming 1.35-acre lot l that would be similar in size to other parcels in the neighborhood and would eliminate a dilapidated and unsightly dwelling on parcel 2 by.replacing it , with a swimming pool and cabana/pool house/shed both of which are permitted accessories tor the principal single-family dwelling that currently exists on parcel one. Granting of a wetlands permit, and a consistent finding of the LVW for the proposed work confirms that there will be no potentially negative affects-to nearby properties. 2,. 'owb La L267-b(3n)L2). The benefit sought by the applicant.cannot be achieved by some method, feasible for the applicant to pursue,other than an area variance. The proposed construction of the pool Douse/cabana/shed will use a portion of existing building while demolishing a substantial portion ofthe.structure whioh is located in close praxJmity to'a wraparound,biuff on lot 2. .Although the res uitant ogrxi-confortni4 setback from th6 bu f"will,!fie greater than the existing setback, variance e 'will,still .nctided dtae to the location c the existing i"ounciatlon which pbpose to bt .partily retained. The,proposed s*ipnming,pool is.in the Host logical location on the combined parcels, but will still require variance relief a side yard,location end less than the.minin�utri.top of setback m . due,to the configuration of the parcel. 3. Torvrt Law. 267=b 3 . The variances granted-herein are mathematically substantial;the pool house/cabana/shed and:the in-ground,swimming pool portions of the project represent an 89% and 38.8%,relief from the code,respectively,for top of"bluff setback;and both the cabana/pool house/shed andf the swirnnnng pool represent 100%relief from the code for side yard*location. However, due to the small waterfrontr lots with curved bluff lines this relief has been common in this neighborhood. Also,the partial demolition of the existing residence will improve the setback from the bluff. 4. Town Law 267-b 3b 4 . No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood.The applicant must comply with Chapter 236 of the Town's Storm Water Management Code,the Town of Southold Trustees conditions of approval,and the conditions imposed by this Board. 5. Town Law §267-bQ bJL5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. town Law §,267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a pool house/cabana/shed and an accessory swimming pool Page 4,November 18,2021 #7561,Astley SCTM No. 1000-13-1-5.2 and 1000-13-1-6 while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLSITIOLq CP THE BOARD:In considering all of the above factors and applying the balancing .test under New York Town Law 267-13,motion was offered by Member Lehnert,seconded by Member Weisman(Chairperson),and duly carried,to GRANT the variances as applied for,and shown on the Site Plan and Architectural Plans prepared by William S.Ryall,Jr.Architect,last revised July 8,2021. SUBJECT T 0,1RE FALL WING CC I ICiN 1. Prior to treceiving,a'building,permit,the owner(s)of the",subject property cited herein must sign a statement acknowledging that he/she/they have read this determination; understand the limits of the variance relief granted herein;and,are aware that if a demolition occurs during construction,or any construction undertaken exceeds the scope of the approvals granted herein,the"boning Board of Appeals retains jurisdiction and has the right,after a public bearing, to modify,suspend or revoke such approvals or any term or condition thereof or to impose thereoa one or more new conditions, rtto ArileX ,Section 280-141 of the Town Code 2. Appli nt maintain or " install a new sanitary system that complies with Suffolk Pool�echan�cats s all b x at�ot+r. laced in a so . .w . r ei Coun Department o eat eryces eg end daaden� eac osur W lLp�r poo!l"d r ater�in small'be alnstui c+ � 5 Appiica' at must comply With the Southold T"ty, a lRoard of trustees conditions of pp t1a a royal for specific coauawstruc'tio+ me o' smandi(l,foot anon-turf butter to prevent darnag to,th a bluff,and the recomnacnclations of the Suffolk�ourtty Department of Soil and Water Conservation District 6. The applicant must obtain approval from the Southold Town Planning Board for the merger.of the two subject properties. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued Any deviation from the survey,site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. In.the event that an approval is granted subject to conditions,the approval shall not be deemed effective until the required conditions have been met; and failure to comply therewith will render this approval null and void. Page 5,November 18,2021 #7561,Astley SCTM No. 1000-13-1-5.2 and 1000-13-1-6 The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280446(B)of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate.of Occupancy has-not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk, within three(3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date-of expiration,grant an extension not to exceed three(3) consecutive one(1)year terms. Vote of the Board: Ayes:Members Weisman(Chairperson)Dantes,Acampora;Planamento and Lehnert.This Resolution was duly adopted(5-0). Leslie&antis Weisman,Chairperson A.pproved•for.filing /2021 pp r F :�' �4r� +;�yaur.rillln!!!-,"' � r.iri��lir✓yai�,'J�d(N',,.,wr!, � ::r;err./ rr�r,r«/°" /r�4"„ ru✓1ur,,.l,�,Y-r,,,; I ,f�GIJ�F„Y A4„Odi, ,,'rNf^^ku'�' ,. n ¢p,,.; ,�.y"'. �. 4 r �r V'°Vllr 1u�1�r � l,"� "/x1 �Muv „r4 !�✓rx � G Y/nom { �/n�r a,, IIp ^'�u a r+J, I r !���y fir wg �✓��aarti klGr;, � a,%!!�"�' i r �uy� a ��/°�^ ���` ''�/, '� ry`�-✓y � fir%1w�r naw'' r ° I ^�aw,, �' � wr �If a ����I q h pp 1 r yNfr% N N J1 l,. nynal�r i lrrorYiryirri of rm mi wr( bl fV , _..-...;l_,.,,.,�a✓i�rwal�nmi4i,1.. r1 �/IlnrrrwrrAq�_ .-�� __..- _w_. � _..._......~,,.» r ..."_..a......,�.,,�._..._._�,«»„..���� !^�, /�>YlU/1///911114!1711 r Im'rr/ry nrrr ann BOARD OF SOUTHOLD TOWN TRUSTEES If SOUTHOLD, NEW YORK �r PERi11 IT NO. 9947&9947C DATE: JULY 14,2021 n l nl' d ISSUED TO: f:ffRfSTSPI°1ER ase”A:�'I"4”�i1"LCY i PROPERTY ADDRESS: 460&320 NORTH VIEW DRIVE,ORILNT r , SCTM#1000-13-1-5a&G � AUTHORIZATION ,1 Pursuant to the provisions of Chapter 275 and/or Chapter I I I of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on J� a i i 14.2021 and in consideration of application fee in the sum of$ 00.00 paid by Itr�sto )rr, ,�rri Ast(� and 1 M a subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees t� authorizes and permits the following: w p �I 1 it Weiland Permit to for the merger of two(2)single-family residential properties;the demolition of 900±SF of the IS existing single-family residence and 200±SF of attached decking 11t feet and 3±feet,respectively,from the top of the bluff„and the removal of an existing 20±linear foot stone retaining wall and 500±SF of existing driveway 11±andfs 5±,respectively,from the to of the bluff,all on the easter) lot;the abandonment of the existingsanitary system on P Y. P y 411 the easterly lot 15±feet from the top of bluff;the renovation/conversion of 600*SF of existing residence on the lip, " easterly lot to a new pool house(the portion of the existing basement garage that is beneath the proposed pool ar rd house will remain forstoge)with roof deck 11±feet from the top of bluff(within the footprint of the existing " w i residence);the construction of 42.0 SF deck over the footprint of existing residence an easterly lot 101 feet from the � 1 1� top of bluff;the construction of a 719±SF swimming pool and 78±SE hot tuts with a 3881 SF paver patio landward of stone and timber retaining wall's for retained areas'a1 45t(at a minimum)from the top of bluff and all landwardlinear of the gyp'I! CEHA line;construction of a new outdoor shower attached to the new pool house landward of the CEHA line and 38± feet from the top of bluff; the Installation of a new propane tank and sanitary system upgrades landward of the CEHA line and 751 feet and 50+feet,respectively from the torp of the bluff„Installation of a 680t SF p'ermeab'le gravel ipatio and some low-profile lawn steps seaward of the westerlyresidence 19±feet and 11i feet,respectively from the top of w� w bluff; the installation of leaders,gutters,catch basins and drywells throughout the property to control stormwater runoff;the installation of a drywell for swimming pool backwash landward of the CEHA line and more than 75 feet , ° r � y ri from the top of bluff;the installation of 4 foot high pool barrier fence and gates with variable setbacks to the torr of bluff throughout the properties;the installation of a steppingstone walkway and gravel parking area on the westerly lot all landward of CEHA line and more than 75 feet from the top of bluff,and to establish and perpetually maintain a varlalb'le width native vegetation buffer area along the top of bluff,and as depicted on the site plan prepared by Ryall 4i' °,'y Sheridan Architects,received on July 14,2021,and stamped approved on July 14,2021. !1 1 r n�4 IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, n1 °I and these resents to be subscribed b z ma orit of the said Board as of the 14th da of Jul 2021. prl f r , f P' Y� 1 Y Y y,_ iJl w� g { � / 1/..../IJ /.vw!(rar?.r✓rr/Yur / ,A./r//r NrUl//(N,rr/ ,(1r,df/A,.,99n..1., JI„.. ,' '; y�Q ,/erraav rill /r✓arrf/rr//rl/lac/ov rrsiiia✓a7r>ir/�rrr/i ;r"::, r:r: /i,r e; .,.,.. ,,,.. -.,„ ,,..:..,.. Yr. °,..- .,w , w ,r l., �y.,, 1”//,wuuwm� �... Li ,,/r', ✓� �'" �� +�`„�°,�y„x � �� u �i,/, rl+wru, Iw ��1 Dr v „llw ,, °i„' w n p w, wi ,w �%�,>,�':rYG%II��Y�, �°";i`Ii,o r�7iv/., r �✓IriuV µijl��- I of ;l�'rA" ��1/°'" ,� „�,u.. ,�>r��Uw'.f °.,.. . w�r „'//Jn"" `n��';/,,,. ".;,,. 1 4 ,� �W �w � u// I ,{�, .i A/✓� � I t'�, y9 v� ", r �� �^ � kl I � �ifd , l !���M y �" w i� �'' '�,' �," ;, ,"�( �'iAl I w ww' UM�o r n I.. I MWV,��� «�,,,�fnu ', w1f,"�l�'� r",W,✓ r,.,:, - ,� � IY>w.,. " mi � Glenn Goldsmith, President "" +�, ,,�� �� Town Hall Annex � dy; A.Nicholas Krupski,Vice President 54375 Route 25P.O.Box 1179 John M. Bredemeyer III �' Southold.New York 11971 Michael J. Domino Telephone(631) 765-1592 Greg Williams �� Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD COASTAL EROSION MANAGEMENT PERMIT COASTAL EROSION PERMIT#9947C Applicant/Agent: Martin Finnegan, Esq. Permittee: Christopher& Amy Astley SCTM#: 1000-13-1-5.2& 6 Project Location: 460&320 North View Drive, Orient Date of Resolution/Issuance: July 14, 2021 Date of Expiration: July 14, 2023 Reviewed by: Board of Trustees DESCRIPTION OF ACTIVITY: For the merger of two (2)single-family residential properties; the demolition of 900±SF of the existing single-family residence and 200±SF of attached decking 11±feet and 3±feet, respectively, from the top of the bluff, and the removal of an existing 20±linear foot stone retaining wall and 500±SF of existing driveway 11±and 5±, respectively, from the top of the bluff, all on the easterly lot; the abandonment of the existing sanitary system on the easterly lot 15±feet from the top of bluff; the renovation/conversion of 600±SF of existing residence on the easterly lot to a new pool house (the portion of the existing basement garage that is beneath the proposed pool house will remain for storage)with roof deck 11±feet from the top of bluff(within the footprint of the existing residence); the construction of 420 SF deck over the footprint of existing residence on easterly lot 10±feet from the top of bluff; the construction of a 719± SF swimming pool and 78± SF hot tub with a 388±SF paver patio landward of the CEHA line and 55±feet(at a minimum)from the top of the bluff; the installation of a total of 55± linear feet of steel, stone and timber retaining walls for retained areas all 45±(at a minimum)from the top of bluff and all landward of the CEHA line;construction of a new outdoor shower attached to the new pool house landward of the CEHA line and 36±feet from the top of bluff; the installation of a new propane tank and sanitary system upgrades landward of the CEHA line and 75±feet and 50+feet, respectively from the top of the bluff; installation of a 680±SF permeable gravel patio and some low- profile lawn steps seaward of the westerly residence 19±feet and 11±feet, respectively from the top of bluff; the installation of leaders, gutters, catch basins and drywells throughout the property to control stormwater runoff; the installation of a drywell for swimming pool backwash landward of the CEHA line and more than 75 feet from the top of bluff; the installation of 4 foot high pool barrier fence and gates with variable setbacks to the top of bluff throughout the properties; the installation of a steppingstone walkway and gravel parking area on the westerly lot all landward of CEHA line and more than 75 feet from the top of bluff; and to establish and perpetually maintain a variable width native vegetation buffer area along the top of bluff; and as depicted on the site plan prepared by Ryall Sheridan Architects, received on July 14, 2021, and stamped approved on July 14, 2021. INSPECTIONS: Final Inspection SPECIAL CONDITIONS: None In accordance with Chapter 111-15 Erosion Protection Structures: r 2 NIA I A maintenance agreement is attached hereto and is a necessary special condition of this permit. By: JE,j4a - Glenn Goldsmith, President Board of Trustees Glenn Goldsmith,President q �� "i Town Hall Annex A.Nicholas Krupski.Vice President �� " 54315 Route 25 P.O. Box 1119 John M.Bredemeyer III Southold,New York 11971 Michael J.Domino Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD July 19, 2021 Martin D. Finnegan, Esq. Twomey Latham, Shea, Kelley, Dubin & Quartararo, LLP P.O. Box 9398 Riverhead, NY 11901 RE; CHRISTOPHER &AMY ASTLEY 460 &320 NORTH VIEW DRIVE, ORIENT SCTM# 1000-13-1-5.2 &6 Dear Mr. Finnegan: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, July 14, 2021: WHEREAS, Martin Finnegan, Esq., on behalf of CHRISTOPHER & AMY ASTLEY applied to the Southold Town Trustees for a Permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, and Chapter 111 of the Southold Town Code, Coastal Erosion Hazard Areas, application dated May 28, 2021, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator recommended that the action be found Inconsistent with the LWRP, and, WHEREAS, the Board of Trustees has furthered policy of the Local Waterfront Revitalization Program to the greatest extent possible through the imposition of the following Best Management Practice requirements: a merger of the two properties and the demolition of the existing single family residence; and WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on July 14, 2021, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 and Chapter 111 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, 2 NOW THEREFORE BE IT, RESOLVED,that for the mitigating factors and based upon the Best Management Practice requirement imposed above,the Board of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268 of the Southold Town Code, and, RESOLVED, that the Board of Trustees APPROVES the application of CHRISTOPHER&AMY ASTLEY for the merger of two (2) single-family residential properties;the demolition of 900*SF of the existing single-family residence and 200*SF of attached decking 11*feet and 3*feet, respectively, from the top of the bluff, and the removal of an existing 20±linear foot stone retaining wall and 500*SF of existing driveway 11±and 5±, respectively, from the top of the bluff, all on the easterly lot; the abandonment of the existing sanitary system on the easterly lot 15±feet from the top of bluff; the renovation/conversion of 600±SF of existing residence on the easterly lot to a new pool house (the portion of the existing basement garage that is beneath the proposed pool house will remain for storage)with roof deck 11*feet from the top of bluff(within the footprint of the existing residence); the construction of 420 SF deck over the footprint of existing residence,on easterly lot 10*feet from the top of bluff,the construction of a 719±SF swimming pooh and 78±SF hot tub with a 388,±SP paver patio landward of the CEHA line and 5±feet( t a minimum)from the top of the bluff;the installation of a total of 55*linear feet of steel, stone and timber retaining walls for retained areas all 45±(at a minimum)from the top of bluff and all landward of the CEHA line; construction of a new outdoor shower attached to the new pool house landward of the CEHA line and 36±feet from the top of bluff, the installation of a new propane tank and sanitary system upgrades landward of the CEHA line and 75±feet and 50+feet, respectively from the top of the bluff, installation of a 680±SF permeable gravel patio and some low-profile lawn steps seaward of the westerly residence 19±feet and 11±feet, respectively from the top of bluff; the installation of leaders, gutters, catch basins and drywells throughout the property to control stormwater runoff;the installation of a drywell for swimming pool backwash landward of the CEHA line and more than 75 feet from the top of bluff;the installation of 4 foot high pool barrier fence and gates with variable setbacks to the top of bluff throughout the properties;the installation of a steppingstone walkway and gravel parking area on the westerly lot all landward of CEHA line and more than 75 feet from the top of bluff; and to establish and perpetually maintain a variable width native vegetation buffer area along the top of bluff"; and as depicted on the site plan prepared by Ryall Sheridan Architects, received on July 14, 2021, and stamped approved on July 14, 2021. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, Glenn Goldsmith President, Board of Trustees �O `:1MR] MAUI Hi?JON 0917 IVAOHddVsHaos 380V 9£'L='3'S 9b9`89=V3�JV W101 NHOA MAN`A1N(100>i1033(1S t VP"' :{3u":J i 1 _ ..._ alOHlfIOS 30 NMOL 0'9wz'9- L-£LO-OOO[ 'AT0"S /i J", / 96 L L-2-H 01"4� I1� IA' Z2/9/8 _... w..,... _.., W315AS A21blINVS ONIISIX3 3Hl dO 1N3W3OV1d323 230 30V89df1 ON BSIIOy(OOCI 191+-L HOd SHOOS A9 O3MJddV ONV V3?JV]lVM ONIHOV3l dSOo£830IA023d (INV d330 JdZL X H3131NVI0139 SI I00d'JNIHOV31 ONIISIX3 a(., ,r4,1 "i4 1 ".IBJ SWOMJ38 b-1 230d SHOOS AS 03A023ddV(INV iSVO32Jd 8vin9NV10323NO-nV0000'4 8INNV1 OI1dS ONIISIX3 ,'` a i qJ,, r A' lu,y vj A 1N1 r,)".. AIIWVd 310NIS`W31SAS W0023038£NO p3SV9 SI NJIS30 ----"--- W002J038-0 3Sf1OH 100d 03SOd023d SWOONp38-Z SI30N301S3H ONIISIX391 �'�jV„„d odn-+Jlll I��a Id I ;;: p„y;r:^P„ I.IIr"e81d1 ti ivy �J��h�M1rh�1 N°JIS30 ANV.LINVS MISAS JNIISIX3 "UI �R"��'i V@.t.� i,�"sg7t'a.. ���"' NJuV'..`4ifl,J3�1¢ �Ir:4V,➢� �d7 $&_BwuHG�i, 334Ori8 1 44I ���b �IIllwrc vry3�4�i ' V�18,w 1r it�J4 r"44� jm111rt3i °4tiN�1W 4dfi''t,�Cl t wowl owla )C�.�'Xl CXMu *ilC/A 1rll !l a 9 Ai]ViINVS AOiA31406 NIA 031VQO1321 39 01 NNVI 3NVdOHd C]Nf10 EMEI©N lHJll�t131VAA 38 Ol SINIOf 3dld HOS `3NI-1�I31VM ?13AO 03H31N30 3dld �AaS„tr ONO-1 ld LZ AMNIA mHl a3n331S 39 (INV 3NII �131VAA 213AO SSO210 01 9N1-1 OIld3S M3N `Nlt NMI 013NI1 301Ai 13S H31W onend ONIISIX3 o) lu �i"` ''Y`Il'4ai q 11 pr.uli li,iiruIp lri '3SflOH NOW 3NI-I 31SW ONIISIX3 SV NOIIVAgj3 a a �`, Nl' ' 3AHS iV NN`dl OI1d3S ONUSIX3�t131N3 Ol 3N1I ���,% �` � aoaal` ° 100d 011.49 (INV Sl13MAH(l AOJ3 1306 Af1WINIA d�°� '� y`�� �" 39 013N1� dNnd AlOd 3daH snonNI1NO0 .,9Z'6 "'� � � ,o, r 3snOH 100d AOii3 NI 4333 A11l1"O `NISb`8 f a, y dvynd X3idn(i 43SOdO2Jd ti 141✓ a2, r I> 00a Baa LL- B ., O r 10231N00 dW(tdLU ' ` r ''saQ� I� nn aabi.asroerM ON e� ,�/ ..1 > way. I i .�.... •,. L Z i�Yir ani " co na s va d "� yNMW fj'Gnoryryo'��,^cp 1(10 NV310 v0f'1r;i y a3NO0Nti8b' ©aol�" _ � M N d• S Plc""�r U 't�fH n / r in n 3S Ol 3Ild3S'-- N m r✓ N. ONIISIX3 SAOMAG38 ON `3SC1OH IOOd ” MgN O1N1 GA-LH3ANO0 39 OI', 1(11of1211S ONINlVNA 3 ASTLEY HOUSE J ', 1 LOT COVERAGE CALCULATIONS SWIMMING POOL EXISTINGORI ENT PROPOSED gol OIV, CATEGORY COVERAGE(SF) COUNTED IN LOT COVERAGE CALC. COVERAGE(SF) COUNTED IN L07 COVERAGE CALC. /�� West House 1910 ✓ 1910 ✓ d 7/,Aq n'O Conc.Patio 347 ✓ 49 V Ov Stone Walkways 214 320 /� Gravel Patios 681 Proposed Swimming Pool 719 ✓ Proposed Spa 78 ✓ Wood tie+gravel Landscape steps - 85 East House(to be converted to pool house) 1913 ✓ 602 ✓ Asphalt Driveway 625 ✓ Conc./stone stairs 115 ✓ 94 ✓ REVISION DATE Conc.Walkway 157 ✓ Wood Deck along north edge of house 532 ✓ Wood Deck over portion of existing basement 2671 ISSUED FOR PERMIT 05/07/21 Stone Patio in sand 3881 ISSUED FOR TOWN TRUSTEE REVIEW 05/28/21 COMBINED LOT COVERAGE 5599 3670 REVISED FOR TOWN TRUSTEE REVIEW 07/08/21 p 1 REVISED FOR TOWN TRUSTEE REVIEW 06/22/21 p "�-►`,�� - _ COMBINED BUILDABLE AREA (LANDWARD OFCOASTAL EROSION HAZARD LINE) 18,174 18,174 e COMBINED%LOT COVERAGE 31 20 LEGEND pv d� NON-TURF BUFFER TO BE MAINTAINED/PLANTED \\ W/NATIVE VEGETATION -- EXISTING CONTOUR ----••••--•-••••-• PROPOSED CONTOUR PROPOSED 4'POOL FENCE tl APPA®VEDASNO FEE 5,�4t?•09 BY: NOTIFY BUILDING DEPARTMENTAT 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: Uj 0 1. FOUNDATION-TWO REQUIRED 0FOR POURED CONCRETE W1.- 2. ROUGH-FRAMING&PLUMBING U_ PARCEL 2 & INSULATION PARCEL 1 0 0 4.FINAL-CONSTRUCTION MUST I- z BE COMPLETE FOR C.O. z_ 0 ALL CONSTRUCTION SHALL MEET THE w REQUIREMENTS OF THE CODES OF NEIN 02 YORK STATE. NOT RESPONSIBLE FOR J Z 00 DESIGN OR CONSTRUCTON ERRORS X 70 . LU WOODTIE RETAINING - - WALLTO REMAIN . PROPOSED - --- -.-- - - - - - - - - '- n DRAIN INLET-- ' - _ r , -- _ - -- '- - BASEMENTCMUWALLTOBE ��+ o OV FIRST COURSE - - `RE M /Cn ED DOWN LLTORE BASEMENTCMU A MAIN �ITLINE DE \ STING CKTO \ - OF TORE WALL a a N •T't J BE REMOVED CONC. L I MAIN 6q I EXISTING WOOD-TIERETAI RETAINING / OV WALL TO BE REINFORCED T T.O.WALL ., App \�Op0 02 STONEWALLT 'I, Y%eoe�'i4bo� •-� BgaA BUF Rp ICe / or 6 /o a 85'-0" G BE REMOVED' 48 Q.e 4ro so�sry' i pF 90�' W�Oef ysr'MSN �• F _ 90 o, // 'PROPOSED ON-GRADE/ °+ o ybyo�sa moor o�a'o \ T09S� r�A �4T/(rFI�F��T FQ pN.TUR\ c —' �G� // 1/GRAVEL PATIO` i i �cy�s�t'O o`00,0�o /'' \\ �tieFC�!�/y a ��telG T - \ SS\ p a�-IN s��4C oQ 7\ \CFN1 10 �IC` 0.WALL n 4 WIDENON-TURF, 8k �G 10 T O, L /— 83'-0—'d PERMEABLE PATH BASEMENTCMU 6e' ti Nj COASTAL EROSION WALL TO REMAIN �1'" t \ FO \ FAM COASTAL EROSION 1 ` i. / /NEW PROPOSED 4' \ \ DISTANCEOBLUFFEDGETOSTRUCTURE _ _ �� _�_ice HAZARD LINE ° a i ` \ AFTER REMOVAL OF DECK o POOL FENCE ABOVE t� \ HAZARD LINE �---•.__.� �, _ ,.,.. a T0.WALL F I EXISTING CONCRETE PATIO PROPOSED G� �` / o � {.O.DECK ___1 \ DISTANCE FRIMBLUFFEDGETO TOBEREMOVED _ \ LAWN STEPS r �04 92;-6" \ ^yam°F°41 92'-6" 3) EDGE OF EXISTING DECK O p� PROPOSED �tiF ° f Q,0'/' DRAIN INLET + g�� PROPOSED 12"HIGH MASONRY GARDEN WALL �-- PROPOSED SELF 93 STONE PROPOSED PROPOSED 4' SUPPORTING STEEL C PROPOSED ON-GRADE POOL FENCE \ RETAINING WALL\ 94 ado +'sy O FFP GRAVEL PATIO : �; �p�(w�ysoog a �V \ EXISTING SEPTICTO BEABANDONED ° 'ogf ��o �QF PER SCDH STANDARDS. EXISTING BRICK PATIO / \ 95 PO ° B' dssb°�4y�ed `� t\O� \ / WEST WOL ESTERLY HOUUSE SE EXISTING BE EPTNECTED TO I TO BE REMOVED j s$ FF o'�e°�e ``� ._ 2N0 q �9a nrro `` 9• pA'6 N o y° \ `` / COASTAL EROSION >• �d ` 929G \ -`HAZARD LINE 1 °° a q S OP.OUTDOOR_.• ed �9p N PROPOSED / SHOWER \� / j3gt9voe a DISCHARGE LINE DW , EXISTING 1&2 STORY HOUSE 4 enc` v+l TO SEPTIC ,', i, \ TO REMAIN _ i� PROPOSED PROP.WOODTIE ` T.O.WALL 1 SEPTIC PUMP �\ RETAININGWALL :;\ s� PROPOSED FFL106.3 -� T.O.POOL COPING 1�_0. -- -r/ BASIN \• ` DRAIN INLET ` / ',',TO WALL PROPOSED SELF \'., �` SUPPORTING STEEL �EXISTIFIGCONCRETE ` EXISTING ASPHALT DRIVE ''PROPOSED PAVERS STAIRS TO BE REPLACED TO BE REMOVED 10,0" I RETAINING WALL \ SET IN SAND \� PROPOSED PROPOSED WOOD TIE/ ^ DRAIN INLET^ - PROPOSEDUNDERGROUND , GRAVEL STEPS PROPANETANK � J RYALL SHERIDAN ARCHITECTS 174 5TH AVENUE,SUITE 300 EXISTING BLOCK '� NEW YORK NY 10010 DW ' RETAININGWALLTO _ /' REMAIN BELOW GRADE II I,t t, PAVERS SET IN SAND "rI•' „O "•�On f /.•/ ` PROPOSED II t 646-809-4343 www.ryalisheridan.com EXISTING OUTDOOR _, ''\ - -T.O.WALL) `" ! P09OEE;46 . DRAIN INLET SHOWER EXISTING SEPTIC �' - --,,--' TANKTOREMAIN _�' -\ _ -0� DWL,' • G�✓� _' _ --�---. 906 :PROPO§ED PROJECT#: 1804 DRAIN INLET. / EXISTING UNDERGROUNDI.FIED qR PROPANE TANK TO REMAIN�� -\, rl /' -� DRAWN: NC S.RYA( PROPOSEDWOODTIE ` (J/ EXISTING GRAVEL DRIVETO / RETAINING WALL BE REMOVED - �J \ '\ i-�• / F, CHECKED: WR j ! I PROPOSED - PERMEABLE O 1 GRAVELDRIVE `- EXISTING LEACHING Q POOL TO REMAIN �.� ``O DATE: 07.08.2021 9 0. 0 15flA� �'� J `` O!r NEW�O SCALE: 1/16"=1,_0" � G XA g SEP a PROPOSED SITE PLAN - C BUILDING DE°d: `f0V,.tN OF S OL31;OLD N SITE PLAN 1/16"=1'0" Ilk ASTLEY HOUSE SEQUENCE OF CONSTRUCTION SWIMMING POOL - ORIENT 4O/,, SITE PREPARATION 1,344/�� 1. INSTALL WIRE-BACKED SILT FENCE AND HAY BALES,WHERE NECESSARY. •D S 2. CLEAR VEGETATION IN AREAS OF CONSTRUCTION AND CONSTRUCTION STAGING ONLY. Ov/►� CLEARING ON NORTH SIDE OF EXISTING HOUSE TO BE DONE BY HAND-NO VEHICLES. A- D 3. INSTALL COMPACTED-GRAVEL,STABALIZED CONSTRUCTION ENTRANCE. t�RETAINING WALL REINFORCEMENT 1 � REVISION DATE ( THE EXISTING WOOD TIE RETAINING WALL TO THE NORTH OF THE EXISTING HOUSE ON THE �.._.� f EASTERN PARCEL IS TO BE REINFORCED AS FOLLOWS: j ISSUED FOR PERMIT 05/07/21 1 1. HAND DRIVEN SCREW PILES TO BE INSTALLED BY HAND AT A DISTANCE OF 6'FROM THE tij ISSUED FOR TOWN TRUSTEE REVIEW 05/28/21 RETAINING WALL,ON THE LANDWARD SIDE OF THE WALL @ ROUGHLY 10'ON CENTER. ; REVISED FOR TOWN TRUSTEE REVIEW 07/08/21 1 , 2. 2'DEEP TRENCH TO BE DUG BY HAND BETWEEN EACH SCREW PILE AND THE RETAINING WALL. t 3. INSTALL TIE RODS WITHIN EACH TRENCH TO TIE THE SCREW PILES TO STEEL PLATES ON THE `) WATER SIDE OF THE WOOD RETAINING WALL. t \ DEMOLITION \\\ 1. DEMOLISH PORTION OF EXISTING HOUSE.MACHINE ACCESS TO BE ON LANDWARD SIDE OF EXISTING HOUSE ONLY.DEMOLITION CARRIED OUT ON THE NORTH SIDE OF THE HOUSE \\ TO BE DONE BY HAND. \\ 2. EXISTING SANITARY SYSTEM ON PARCEL 2 TO BE REMOVED/DECOMISSIONED. 3. ASPHALT DRIVEWAY ON PARCEL 2 TO BE REMOVED. 4. ALL DEBRIS REMOVED FROM SITE. CONSTRUCTION 1. INSTALL HELICAL TIEBACK ANCHORS TO STABALIZE EXPOSED BASEMENT FOUNDATION 1 WALLS.INSTALLED USING HAND-HELD MACHINERY. -� 2. INSTALL SELF-SUPPORTED STEEL RETAINING WALI SOUTH OF PROPOSED SWIMMING POOL. 3. EXCAVATE TO POOL TERRACE LEVEL.STOCKPILE EXCAVATED SOIL ON SITE.STABILIZE SOIL STOCKPILE WITH TEMPORARY SEEDING. 4. CARRY OUTHOUSE RENOVATIONS/CONSTRUCTION.NO MACHINERY ON NORTH SIDE OF HOUSE. 5. EXCAVATE FOR SWIMMING POOL.INSTALL FORM-WORK FOLLOWED BY CONCRETE INSTALLATION.EXCAVATED SOIL TO BE ADDED TO STOCKPILE. 6. EXCAVATE FOR AND INSTALL DRYWELLS,SANITARY AND UTILITIES. 7. REDISTRIBUTE SOIL ON SITE FOR FINAL GRADING. 8. INSTALL PERMEABLE GRAVEL DRIVEWAY/PARKING,WALKWAYS. 9. REVEGETATE ALL DISTURBED AREAS INCLUDING MIN.10'WIDE NATIVE VEGETATION BUFFER ALONG BLUFF EDGE. 10. REMOVE SILT FENCE ONLY ONCE VEGETATION HAS BEEN ESTABLISHED. ujuj 0 LEGEND WO PARCEL 1 W o PARCEL 2 —__—____ LIMIT OF DISTURBANCE/SILTFENOE 00 F-Z W _ Za J � 02 J z 00 a �D f ; L 7t1 X 7-, 76 - vF \ I \ AO top OF EXISTING WOOD TIE - Fy/"iol0r010 EXISTING WOOD-TIE RETAINING WALL TO BE � \ RETAINING WALL REINFORCED.SEE DRAWINGS 2&3 ON THIS SHEET AND CONSTRUCTION SEQUENCE 4 ,�` _.._ " • �-�' (1 85qcc \` �� DESCRIPTION ABOVE. t \ COASTAL EROSION HAZARD LINE - - - ---- 1 __ -� — — ��\ 09ti0�.` _ _ OUTLINE OF EXISTING HOUSEAND _ DECK TO BE DEMOLISHED / \\ / WIRE-BACKED SILT FENCE _--,' '� \ / 4 sp .« / \ STEEL PLATE ON WATER / LIMIT OF DISTURBANCE \ 0 9 \ - o , SIDE OF WALL /• \ / 602sf portion of existing \ / story dwelling structure to / 93 2l WIRE-BACKED SILT FENCE / ( F.rgCy �� brerjovatedandconverted \ \-`-- -- - --"- LIMIT OF DISTURBANCE TIE RODS WELDED TO 94 S�. //L to one-e�ory accessory \ O / Fq \� structure(w/fta bath)over \A" SCREW PILES&STEEL PLATE �C`�C C existnggarage/ba entto 95 �'lplyOG Fss a remain \ \ + HAND DRIVEN SCREW \/115' 1110 FR93 ` PILE @ 10'O.C.APPROX. - COASTAL EROSION HAZARD LINE ` �• EXISTING 1&2 STORY HOUSE FFL 106.3 - .\ /P / PROPOSED SELF SUPPORTING STEEL �1/ TAINING WALL REINFORCEMENT PLAN RETAINING WALL RYALL E DSH RI AN ARCHITECTS 174 5TH AVENUE,SUITE 300 .a t NEW YORK, NY 10010 �°NS�"NG PRtN ZEO\ J t tt 646-809-4343 www.ryallsheridan.com S�pB�v�G�\ON !� ' •------ 1 • SOIL STOCKPILE LOCATION - /.% �-' ENR EXISTING WOOD TIE . y / RETAINING WALL PROJECT#: 1804 'I.FtED A40 l i DRAWN: NC w M S.RYq /�Jl \ �i .- •�-• STEEL PLATE Q l z� J :� CHECKED: WR -k WIRE-BACKED SILT FENCE LIMIT OF DISTURBANCE p j ,1 Q � Q VIP DATE: 07.08.2021 9 0. 0150 O 'N C'F' N EW L ` �,. G SCALE: 1/16"=1'-0" TIE RODS \, �•` VEN SCREW PILE @ 110'ND IO.C.APPROX. - NSR r CONSTRUCTION ,v - - _ METHODOLOGY PLAN C" 0RETAINING WALL REINFORCEMENT SECTION NTS N CONSTRUCTION METHODOLOGY PLAN 1 1/16"=V0" ASTLEY HOUSE _ ---- LINE of EXISTING GRADE -_ EROSION CONTROL NOTES STABILIZED CONSTRUCTION ENTRANCE SWIMMING POOL GRADE CUT '� 1. THERE SHALL BE NO DISTURBANCE TO THE BLUFF.ALL EXISTING VEGETATION 1. TO CONSIST OF COARSE AGGREGATE OF MINIMUM 6"THICK. ORIENT AND SOILS WILL REMAIN INTACT DURING AND AFTER CONSTRUCTION. LINE OF PROPOSED \ 2. THE ENTRANCE SHALL BE MAINTAINED INA CONDITION GRADE BEYOND POOL 2. THE PROPOSED EROSION CONTROL MEASURES INCLUDING BUT NOT LIMITED THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO TO WIRE-BACKED SILT FENCING AND HAY BALES,WHERE NECESSARY,SHALL BE PUBLIC RIGHT-OF-WAYS.THIS MAY REQUIRE TOP DRESSING, ----_-- __ / INSTALLED PRIOR TO THE START OF CONSTRUCTION.ADDITIONAL EROSION REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP CONTROL MAYBE NECESSARY,BASED UPON FIELD CONDITIONS THAT MAY SEDIMENT. POOLTERRACE TOWN OF S U DEVELOP A CONSTRUCTION PROGRESSES AND AS MAYBE REQUIRED BYTHE THOLD.THE FOLLOWING GENERAL CONDITIONS SHALL BE 3. WHEN NECESSARY,WHEELS SHALL BE CLEANED PRIOR TO • ___ DECK LEVEL OBSERVED.O ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. -- - -- - -- --- - - - -- -- - --- -- - - - - -- - -- -- - -- - -"SPA - - - - - - - - - - - ASL REVISION REVISION SWIMMING POOL DATE , L_-----_ -- GRADE FILL A. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AND REMAIN 4. WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON AN ---------___________________--- -------------- UNDISTURBED. AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN / LINE OF PROPOSED GRADE B. CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO MINIMIZE THE APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ISSUED FOR PERMIT 05/07/21 BEYOND BASEMENT WALL SIZE OF EXPOSED AREAS AND THE LENGHT OF TIME THAT AREAS ARE ISSUED FOR TOWN TRUSTEE REVIEW 05/28/21 EXPOSED. - C. THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED - . DUCE RUNOFF VELOCITIES AND QUANTITIES T.O.BLUfF/E%ISTINGRETAINING WALL D. RUNOFF SHALL BE DIVERTED FROM CLEARED SLOPES. E. SEDIMENT SHALL BE TRAPPED ON THE SITE. LEGEND SPECIFIC METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO THE"NEW - - - LIMIT OF DISTURBANCE/SILT FENCE YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT SITE SECTION CONTROL" 2 - - - DRAINAGE TRIBUTARY AREA 1/8"=110" 3. SEDIMENT BARRIERS(SILT FENCE,HAY BALES OR APPROVED EQUAL)SHALL BE INSTALLED PRIOR TO ANY GRADING WORK ALONG THE LIMITS OF DISTRUBANCES AND SHALL BE MAINTAINED FOR THE DURATION OF THE WORK. EXISTING CONTOUR NO SEDIMENT FROM THE SITE SHALL BE PERMITTED TO WASH ONTO ADJACENT PROPERTIES,WETLANDS OR ROADS. PROPOSED CONTOUR 4. GRADED AND STRIPPED AREAS AND STOCKPILES SHALL BE KEPT STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AS REQUIRED.SUCH MIXTURES SHALL BE IN ACCORDANCE WITH SOIL CONSERVATION SERVICE ( DWPERFORATED CONCRETE DRYWELL RECOMMENDATIONS. 5. DRAINAGE INLETS INSTALLED AS PART OF THE PROJECT SHALL BE PROTECTED FROM SEDIMENT BUILDUP THROUGH THE USE OF SEDIMENT BARRIERS,SEDIMENT DRAIN INLET TRAPS,ETC.AS REQUIRED. 6. PROPER MAINTENANCE OF EROSION CONTROL MEASURES IS TO BE E::D=:DHDPE STORM PIPE PERFORMED AS INDICATED BY PERIODIC INSPECTION AND AFTER HEAVY OR PROLONGED STORMS.MAINTENANCE MEASURES INCLUDE,BUT ARE NOT LIMITED DIRECTION OF SURFACE WATER FLOW TO,CLEANING OF SEDIMENT BASINS OR TRAPS,CLEANING OR REPAIR OF �y SEDIMENT BARRIERS,CLEANING AND REPAIR OF BERMS AND DIVERSIONS AND CLEANING AND REPAIR OF INLET PROTECTION. p 7. APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST DURING DRAINAGE NOTES Lu > CONSTRUCTION. O � w 8. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT PARCEL 1 W_1 PARCEL 2 SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO LOCAL ROADS.THE DRAINAGE DESIGNED FOR 2"RAINFALL VOLUME mo CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL THE SITE IS 00 PERMANENTLY STABILIZED. RUNOFF COEFFICIENTS: w z ROOF,CONCRETE = 1.0 z rc 9. SEDIMENT BARRIERS AND OTHER ERISION CONTROL MEASURES SHALL GRAVEL DRIVEWAY = 0.5 0� REMAIN IN PLACE UNTIL UPLAND DISTRUBED AREAS ARE PERMANENTLY PERVIOUS = 0.3 _j ` STABILIZED.AFTER PERMANENT STABILIZATION,PAVED AREAS SHALL BE DRAINAGE STRUCTURES INCLUDE NEW 10'DIA.PRECAST STROM Z a CLEANED AND DRAINAGE SYSTEMS CLEANED AND FLUSHED AS NECESSARY. DRAIN RINGS WITH A CAPACITY OF 68.42 CF/VF AND 6'DIA.WITH E:, . N 10. ALL 1:2 AND 1:3 SLOPE AREAS WILL BE PROTECTED AGAINST EROSION CAPACITY OF 22.33 CF/LF. 72 DURING CONSTRUCTION AND PERMANENT GROUND COVER SHALL BE SUCH THAT 7.± EROSION WILL BE PREVENTED.NECESSARY MEASURES SHALL INCLUDE,BUT NOT ALL ROOF DRAINAGE PIPING SHALL BE 8"DIA.MIN.HDPE. BE LIMITED TO,HAY BALES,SILT FENCE,SILT TRAPS,JUTE MESH,HYDROSEEDING, SLOPED AT 2%UNLESS OTHERWISE NOTED. ETC.AND SHALL BE MAINTAINED FOR THE DURATION OF CONSTRUCTION AS WELL _ AS FOLLOWING THE COMPLETION OF THE CONSTRUCTION UNTIL SUCH TIME THAT THE PROPOSED PLANTINGS HAVE BECOME ACCLIMED/ESTABLISHED AS DETERMINED BYTHE TOWN OF SOUTHOLD. DRAINAGE CALCULATIONS / DRAINAGE DESIGNED FOR 2"RA INFALLVOLUME - TEST HOLE - q - - _ - SILT FENCE TRIBUTARYAR EAL J PERMEABLE 21942 SFX 0.3 X 0.17 = 111.9 CF OUTLINE OF DRAINAGE TRIBUTARY AREA \\_ \ - - __ - - ����F � II r � ".• \\� %'I 2FINE BROWN TOPSOIL W/ORGANICS AND FINE SILTY SAND TOTAL VOLUME RE QU IRED = 111.9 CF FINE TO MEDIUM BROWN SILTY SAND,SOME FINE GRAVEL BROKEN STONE STORAGE PROVIDEDBY8VFED@ 22.33 CF/VF = 178.64 C FLcJ 4 SOPO� \ 6DIA.DRYWELL) / 10 INE TO MEDIUM BROWN SILTY SA RACE FINE GRAVEL, POP \ F ND T ELROKEN STONE B � °Fet FO. r0A TRIBUTARYAREAL \ 0A_\ e�G,c ROOF 602SFX1X0.17 = 102.34 CF DW \ ,� PERMEABLE 1260SF X 0.3 X 0.17 = 64.26 CF 85 FINETO MEDIUM PALE BROWN CLEAN SAND,TRACE FINE GRAVEL COASTAL EROSION HAZARD LINE sr TOTAL VOLUME REQUIRED = 166.6 CF \ / \ FINETO MEDIUM PALE BROWN CLEAN SAND,TRACE FINE GRAVEL 1 PROPOSED / 32' STORAGE PROVIDED BY 8 VF ED @ 22.33 CFNF = 178.64 CF \4 CONTOURS / \ DIA.DRYWELL) EXISTING I \ NO WATER FOUND (6' l I CONTOURS:Y' /• \. Ni`a� �3 \ / a �' /J TRIBUTARYAREAF0.; et +/ e, e y e 94 Sa rB1 \ ROOF 332 SFX 1 X 0.17 = 56.44 CF \. TESTHoiE_- �a% .�' g L J \ PERMEABLE 4027 SF X 0.3 X 0.17 = 205.37 CF / 95 a ib 6d so e TOTALVOLUME REQUIRED 261.81 CF COASTAL EROSION HAZARD LINE STORAGE PROVIDED BY 4VF ED @ 68.42 CFNF = 273.68 CF LIMIT OF DISTURBANCE/ SILT FENCE / �° DW SWIMMING POOL EXISTING IS2STORY HOUSE \�'� -- -- -`�-1) �� ,•;+' `� ` ' STORAGE PROVIDEDBY4VFED@68.42 CF/VF = 273.68 CF FFL 106.3 2 / 1• PROPOSED CONTOURS `� CUT FILL CALCULATIONS _ - RYA LL SHERIDAN ARCHITECTS - �� 174 5TH AVENUE,SUITE 300 10 UW ' ;. II `I�` � CUT FOR SWIMMING POOL CONSTRUCTION: NEW YORK, NY 10010 646-809-4343 www.ryallsheridan.com a-' L" J EV J , P00? SON Y i i VOLUME: 274 yd3 �' `` -- DW / O\N S\30 G�i '-- - DEPTH OF MATERIAL REMOVED: 11'TO 1' It -• �`�- ',.` /- \ SILTFENCE _ - \ PROJECT#: 1804 I /^` OUTLINE OF DRAINAGE / / OUTLINE OF DRAINAGE FILL REUSED ON SITE: �aEO qR T RIBUTARYAREA �' J / TRIBUTARYAREA C EXISTING DRAWN: NCONTOUQw `�♦♦Pl1�S.RYq/ ti / A VOLUME: 70.4 yd3 It •.�, ._.., __...... o J / - ANGLE OF REPOSE: 30% CHECKED: WR i i .i �•' VOLUME: 52.8 yd3 ANGLE OF REPOSE: 0% Q ��/•• `; ` , ''_ `"i "`? ` F^ ``O� VOLUME: 14.8 d3 ._� DATE: 05.28.2021 9rF 0- 01 50AOP'�' y OF' ANGLE OF REPOSE: 25"/" NEW -- - _ �• ` `1�Vv SCALE: 1/16"=1'-0" NET REMOVAL OF: 136 yd3 ----- DRAINAGE GRADING - PLAN N DRAINAGE AND GRADING PLAN y 1 1/16"=1'0" EDWARD ARMUS ENGINEERING, PLLC EDWARD ARMUS, PE PO BOX 1047 SOUTHAMPTON, NY 11969 631-726-4717 -- LOWER AREA OF EXISTING HOUSE JOIST TO BE -TOPPED WITH ROOFING MEMBRANE AND SLEEPER DECK SYSTEM-SEE ARCHITECTURAL PLANS ` � ��V 8/16/22 41 C:'' n\ THE EDUCATION LAW OF THE STATE OF NEW j YORK PROHIBITS ANY PERSON FROM 1 ALTERING ANYTHING ON THE DRAWINGS LVL RIM -' AND/OR THE ACCOMPANYING SPECIFICATIONS,UNLESS ITS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,WHERE SUCH ALTERATIONS ARE ------- ----- — o RR: 11-7/8"TJI,560 SERIES AT 16"O.C,3/4"T&G SHEATHING I I I = MADE,THE PROFESSIONAL ENGINEER MUST SIGN,SEAL,DATE AND DESCRIBE THE FULL J ( EXTENT OF THE ALTERATION ON THE ® m DRAWING AND/OR IN THE SPECIFICATION (NYS ED.LAW SECTION 7209-2). I n PROPOSED ROOF TOP DECK— ARCHITECT: _ — JOISTS TO BE TOPPED WITH — m m ROOFING MEMBRANE AND RYALL SHERIDAN DNSLEEPER/DECK SYSTEM-SEE ARCHITECTURE Itt-LL ARCHITECTURAL PLANS 174 5TH AVENUE, SUITE 300 RR: 11-7 "TJI,560 SERIES AT 16"O.C,314"T SHEATHING NEW YORK, NY 10010 J � 92 J ® � BEARING WALL BELOW m —— ---- — m RR: 11-7/8"TJI,560 ERIES A 16"O.C,3/4"T&G SHEATHING m ---------------- m —41 RR: 11-7/8"TJI,560 SERIES AT 16"O.C,3/4"T&G HEATHING PROPOSED POOL PLANa a e® 11-718" LVL RIM SCALE: 1/4" = V-0" ROOF JOIST FRAMING PLAN SCALE: 1/4" V-0" 2 UPDATED PLANS 01/29/20 1 FRAMING PLANS 11/13/19 No. Revision/issue Date SEE POOL PLAN FOR TOP OF WALL CONFIGURATION --_ _ #4 Tl'-BAR TIES AT 12"O.C., MID AND '"', `- --- TOP OF WALL,6"WIDE X 12"LEGS t� POOL WALLS WITH A WATER DEPTH OF 5'0"OR LESS-RE-BARS SHALL BE PLACED HORIZONTALLY AT 12"O.C.,VERTICALLY AT 12"O.C. — — — _ w (j) try ---- f Of POOL WALLS WITH A WATER DEPTH GREATER THAN 5'0".ADDITIONAL VERTICAL RE-BARS SHALL BE ADDED TO CREATE VERTICAL -- --- 1 -� #5 HORIZONTAL BARS AT 12"OC BOTH FACES RE-BAR SPACING AT 6"O.C.THESE RE-BARS SHALL START FROM THE TOP OF THE WALL AND SHALL BE BENT AT THE BOTTOM TO —_-- _ -- STANDARD POOL WALL BELOW GRADE 10 06 O d-` EXTEND 24"HORIZONTALLY INTO THE FLOOR. - --- _ FINAL GRADE,VARIES MINIMUM SIZE OF COPING STONE STONE AS PER ARCHITECT w = 0 I— o #5'L'BARS AT 12"OC ALONG LINE OF Q z z ADDITIONAL FLOOR REINFORCING SHALL CONSIST OF#4 RE-BARS PLACED AT RIGHT ANGLES(900)TO EACH OTHER AT 12"O.C. r- - —==�—PROPOSED FLOOR SLAB,24"LEGS 4 SAND BASE,WHEN NECESSARY TO AID DRAINAGE IN SLOW DRAINING SOIL. z .... W W WALLS, BOND BEAMS AND FLOOR SHALL BE ALL REINFORCED GUNITE CONCRETE. GUNITE CONCRETE SHALL MEET POOL WALLS AND FLOOR SHALL BE 7"THICK. A BOND BEAM SHALL BE 10" w! 0 OR EXCEED 4000 PSI @ 30 DAYS. WIDE X 18"HIGH w STEEL REINFORCING RE-BARS SHALL CONFORM TO ASTM A615, GRADE 60. GUNITE POOL DETAIL FOR POOL SIDES NOT DEEPER THAN a (n 36" BELOW FINAL GRADE,ADD FOUR#4 RE-BAR SHALL BE SPLICED TO FORM CONTINUOUS REINFORCING - 7„ HAUNCH TO INCREASE DEPTH WITHIN BOND BEAM 4 WATER LEVEL AT CENTER OF CERAMIC TILE. WATER TILE SHALL BE FROST PROOF CODE COMPLIANT BARRIER SHALL BE REQUIRED FOR SWIMMING POOLS, SPAS AND HOT TUBS ACCORDING TO — 7" e VERTICAL RE—BARS AT 12"O.C. SHALL BE BENT AS SHOWN IN THE BOND BEAM. NYS RESIDENTIAL BUILDING CODE INTERIOR FINISH ON GUNITE SHALL BE 1/2"THICK TROWELED ON"MARBLE DUST". r- ALL FENCES TO BE ERECTED WILL HAVE A FINISHED SIDE OF THE FENCE FACING TOWARD ADJOINING RADIUS AT INTERSECTION OF GUNITE WALL AND FLOOR VARIES. NEIGHBORS PROPERTIES. CRUSHED STONE,WHEN NECESSARY TO AID DRAINAGE IF GROUND WATER IS POOL MAIN DRAIN TO BE PIPED ACCORDING TO NYS RESIDENTIAL BUILDING CODE ENCOUNTERED OR SOIL IS SLOW DRAINING. TYPICAL POOL SECTION SCALE: NTS TYPICAL BELOW GRADE POOL WALL SECTION SCALE: NTS z 0) U) Z Q _SEE POOL PLAN FOR TOP OF WALL CONFIGURATION W #4 Tl'-BAR TIES AT 12"O.C., MID AND01 a Q J TOP OF WALL,6"WIDE X 12"LEGS 0-i GRADE_ #4 BARS AT 12"OC �..� W AT BENCHES "' 10" - if -0„ W TYPICAL SLAB REINFORCING #5 HORIZONTAL BARS AT 12"OC BOTH FACES .,.. #5 BARS AT 12"OC BOTH WAYS, FINAL GRADE,VARIES 2-LAYERS, MINIMUM 2"COVER p BOTTOM AND 3"COVER TOP #5'L' BARS AT 12"OC ALONG LINE OF F- _ —PROPOSED FLOOR SLAB,24"LEGS CD -- M' LL COMPACTED SUBGRADEFOR POOL SIDES NOT DEEPER THAN 36"BELOW FINAL GRADE,ADL HAUNCH TO INCREASE DEPTF TYPICAL SHALLOW END SECTION PROJECT NO- SHEET 19-04.12 SCALE: NTS ASTLEY DATE NOV 2019 SCALE S2 HOUSE PLANS AND CONFIGURATIONS ARE BASED ON INFORMATION BY: RYALL SHERIDAN ARCHITECTS, NEW YORK, NY (OCTOBER 2019) AS NOTED