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HomeMy WebLinkAbout51541-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#: 51541 Date: 01/10/2025 Permission is hereby granted to: Mary E Guyton PO BOX 843 Pt Lookout, NY 11569 To: Construct an inground swimming pool accessory to a single-family dwelling as applied for perTrustees and DEC approvals. Premises Located at: 3331 Grand Ave, Mattituck, NY 11952 SCTM# 107.4-11 Pursuant to application dated 11/20/2024 and approved by the Building Inspector,. To expire on 01/10/2027. Contractors: Required Inspections: Fees: SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $300.00 CO Swimming Pool $100.00 Total $400.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT d'� r Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 Jittp ://www. outtioldtowiia . fovr Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only "r k PERMIT N0. 5 1 Building P ins pecton Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,anma,, , f Owner's Authorization form(Page 2)shall be completed. Date:November 5, 2024 OWNER(S)OF PROPERTY: Name:Mary Guyton SCTM # 1000-107.-01-11 Project Address:3331 Grand Avenue, Mattituck NY 11952 Phone#: Email:maryeguyton@gmail.com Mailing Address:PO Box 843, Point Lookout, NY 11569 CONTACT PERSON: Name:Fred Seifert - Siefert Construction Mailing Address:PO Box 1407, Mattituck, NY 11952 Phone#:631-298-1036 Email:office@siefertconstruction.com L DESIGN PROFESSIONAL INFORMATION: Name:Tim Kenniston - Water Street Design Associates, LLC Mailing Address:530 Stonington Road, Suite 107 Stonington, Connecticut 06378 Phone#:(860) 980-3334 Email:tim@waterstreetda.com CONTRACTOR INFORMATION: Name:Siefert Construction Mailing Address:PO Box 1407, Mattituck, NY 11952 Phone#:631-298-1036 Email:office@siefertconstruction.com DESCRIPTION OF PROPOSED CONSTRUCTION *New Structure ❑Addition [--]Alteration ❑Repair ❑Demolition Estimated Cost of Project: 75 000 ❑Other a Will the lot be re-graded? *Yes ❑No Will excess fill be removed from premises? *Yes ❑No 1 PROPERTY INFORMATION Existing use of property:Single Family Residence Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-80 this property? WYes ❑No IF YES, PROVIDE A COPY. ❑ 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 punishable as a Cass A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(prin ❑Authorrized Agent El Owner Signature of Applicant: Date: / //Deq STATE OF NEW YORK) COUNTY OF feelkc4 5801`6�r being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the (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 ,�f � day of l/�/a�e'I+ 20 Z� Notary Public. JOHN A.MAKI6 Notary Public,.State of New York �..�PROPERTY 'I .I __ ,- ) 1"rv�. No.01 MA616�6 u ..,.. CuallfedIn Suffolk Cant y 0,46Q10 ;"� (Where the applicant is not the owner) fly Oornmjsslon Exp" l Mary residing at Guyton PO Box 843, Point Lookout, NY 11569 do hereby authorize Kramer + deConciliis Architecture to apply on my behalf to the Town of Southold Building Department for approval as described herein. 10/8/2024 Owner's Signature Date Mary Guyton Print Owner's Name 2 BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 10423 DATE: DULY 19,2023 p ISSUED TO: MARY FIAZADETH OUYTON u PROPERTY ADDRESS: 3331 GEa"AVENUE NATTITUCK w �o r SCTM#1000-107-1-11 A AUTHORIZATION w Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adapted at.the meeting held'on Jpy _19 2(l , and in s consideration of application fee in the sure of 1250.00 paid by Mary Elizabeth Cuyton and subject to the Terms and Conditions as.stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to demolish existing 769sq.ft.two-story accessory garage and construct in its place a 1,889sq.ft two- i story dwelling(partially over existing garage foundation to remain),with 38sq.ft».entry porch;install 190sq,ft.grade , level masonry patio,masonry landings and steps;install245sq.ft.,215sq,.ft.and 52,sq.ft.stone walkways,stepping stones and 24"high by 30.5'long free standing stone wall;install pervious graven driveway,parking area and utility area;relocate existing 8'x141,10'x14'and 8'xl2'accessory sheds;install 238sq.ft.grade level gravel patio with free- standing wood posts,and install 3.5' high garden fence;remove existing 332 roofed-over"brick patio,and construct a "7 16108'swimming pool and 858sq.ft.grade level masonry pool patio;install 4'high pool enclosure fencing;demolish existing 403sq.ft two story dwelling with 308sq.ft.covered porch and steps„including 67sq.fL roof overhang and 126sq.ft.portion of existing foundation,and construct in its place a 336sq.ft.one-story pool house(partially over 278sq.ft.portion of existing dwelling foundation to remain),with 96sq.ft.covered porch and steps';install 28sil H outdoor shower enclosure;remove two existing septic systems and,install a single 11A OWTS sanitary system more than 150'from wetlands; install stormwater drainage system and pool drywell;install utilities,including underground LP tank,generator,HVAC and pool equipment;use approximately 108 cubic yards of excavated on site material to achieve proposed grades(max.increase+30'); install 2'high by 261 long tread on edge(to retain grade)with stone steps;maintain existing 6.51x46'and 5'xl8'timber steps with 12,long retaining wall,existing 96sq.ft.wood deck located adjacent to the bulkhead to be removed;selectively remove 35 trees from within area of e proposed clearing,and preserve 81 trees,including all trees located within proposed+25,800sq.ft.non-turf buffer; and establish native planting beds and mulched pathways within the proposed non-turf buffer area;all as depicted on the revised site plan prepared by Water Street Design Associates,last dated July 19,2023,and stamped approved on July 31,2023. ,' IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these y. presents to be subscribed by a majority of the said Board as of the day and year first above written. A giSFFCZ '(O�JKl\\4[ �Vll��l �E K Scott A. Russell SUPERVISOR y =; I��1[A�1�A�tG�]E I��l[lE I��C' SOUPTHOLDTOWV HALL-F.0.Box 1179 0�� Town of Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM .- ( APPLICANT INFORMATION - . N TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) _A — — — _ — — — — — — — — — — — — — — - — — — — — APPLICANT: (Property 0wne(Design Professional Agent, Contractor, Other) LRNb5C*1fS � CECI" NAME: Date: Il 202 Cor,tact Infotmarion: Pro erty Address / Location of Construction Site: S.C.T.M. a 1000 — `�3_ . I I n� . �. Sect.on B ock. Lot — TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT 12( Area of Distu-ba:-ice ;s ess thaws Acre No S P.D E.S Permit :s Reau•red'. - Project does Nic: Discharge to Waters of the State t`4o S.P.D.E.S Pe:rwt is Req .'red � - Area of DistLrbance r5 Greater than I Acre & Storm-A ater Runof` Discharges Directi� to Waters rf t"e State of New `fork. THE ,APPLICANT MUSS"OBTAIN a RP D.E.S. Perm DIRECTLY From Nair D.Iv- Pnof tc) M--;ance cif a E3ui!dinv Permit. .Arca of Di turhance is Greater than, l .Acre ,� Sic r r-`g arpr R;in,4f Fiovv, Through South,',,d Town's MS4 Svs(en13 `o waeers of the S:a°e o Nev� York THE APPLICANT MUST OBTAIN ,�.I1.Y..,�1 S. Pe;.i7tt Ch �7�,,,. r, the SoutY,,.,fl d I,�o',vl� E.`a a'!rlcerwtll{.t Dep�rt I pit. Prior to Isauani ruvL' a Lxiidwrt D-art^ S � Cce " vcd I(el'gS NEW PORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC:1D 1-4738-04962 PERMIT Under the Environmental Conservation LawECL} Permittee and Facility Information Permit issued To: Facility: MARY ELIZABETH GUYTON GUYTON PROPERTY 109 LYNBROOK AVE 3331 GRAND AVEI1000-107-1-11 PO BOX 843 MATTITUCK, NY 11952 POINT LOOKOUT.NY l 1569-0843 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 706.396 NYTM-N: 4542.304 Latitude: 41 100'20.9" Longitude: 72°32'44.7" Authorized Activity: Remove the existing shed and deck. Due to the proximity of a known northern long- eared bat summer occurrence,tree clearing is prohibited between March I and November 30, inclusive, of any calendar year. All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Timothy Kenniston, Registed Landscape Architect,stamped NYSDEC approved 8/7/2023. Based on the information you submitted,the Department of Environmental Conservation has determined that the portion of the property located landward of the contour labeled"Top of Bank", which exceeds ten feet above mean sea level in elevation, as shown on the survey prepared by Kenneth Woychuk, Licensed Land Surveyor, last revised 07/1/2021 is beyond the jurisdiction ofthe Article 25 Tidal Wetlands Act. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations(6NYCRR Part 661), no permit is required to conduct regulated activities landward of that contour. Permit Authorizations Tidal,Wetlands - Under Article 25 Permit ID 1-4738-04962/00001 New Permit Effective Date: 8/7/2023 Expiration Date: 8/6/2028 NYSDEC Approval By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL,all applicable regulations,and all conditions included as part of this permit. Permit Administrator:SHERRI L AICHER, Regional Permit Administrator Address: NYSDEC Region I Headquarters SUN @ Stony BrookJ50 Circle Rd Stony Prook,NY 11790-3409 Authorized Signature: Date �?/ -7 /?�Z3 Page 1 of 6 RP# a -7 - s 03017150 " E ��ti► ---— - - — --- ----- — x\ 383. 02 �n — -- - O 22 PROP05ED DRIVEWAY PROPOSED SEPTIC o X CONSTRUCTION ACCESS; WATER STREET PRIMARY SETBACK(SIDE) x X � -� �--- -� O 1 1 O 1 DESIGN ASSOCIATES T-- ----� I---- X .22.15 _ _ 20 Q� � 530 Stonington Road, Suite 107 ti 24 - " T_x — ——— `-1 O b O , , I��� Stonington, Connecticut 06378 ® RESIDENCE 22 v \ J L J i PROPOSED PROPANE TANK Telephone: (860) 415-9913 ® d ' X 48'HT.WOOD ' \ i O �J x AND WIRE POOL 215'F7, 0MA 2I.3 0 www.waterstreetdesignassociates.com o x 21.6 POOL CODE - - ------- BILGO COMPLIANT GATEGE y i -. i 18 /8v ----- --ik DOOR SEE DETAIL 4 X 21.6 ON 5P2 P21.3. 2.3 �y REAR WALL OF POOL EQUIP. 6'HT.SOLID BOARD POOL 4&"HT.WOOD AND WIRE POOL Z` CONC.SLAB / CODE COMPLIANT FENCE d CODE COMPLAINT DOUBLE 6ATE wll ELL \ SHED CODE / GATE-SEE DETAIL 3 ON -SEE DETAIL 4 ON 5HT SP2 I 22 a \ x / SHT5P2 GENERAL NOTES: 21.5 PROP.POOL BACKWASH 22.56` 21.5b` \ DRYWELL a 4'R X 4DEEP U3 20.2 x I / (6J 1. TOPOGRAPHIC INFORMATION DERIVED � - �'- ---- - - - --- © FROM ° \ - x /X ✓ 20 INFORMATION PROVIDED BY KENNETH M WOYCHUK LAND _ / SURVEYING ON A SURVEY DATED JULY 1, 2021. 20 2.� s� / � ALL WORK SHALL COMPLY WITH STATE AND LOCAL ON-GRADE / ' 22 0 ® - MASONRY BUILDING CODES AND SPECIFICATIONS; CONTRACTOR (?O \� EXISTING TREE TO i �\ ® ° ® O REMAIN(TYP)� PATIO RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS. \ © 20.35 20 3. USE LANDSCAPE DRAWINGS IN CONJUNCTION WITH © o ® ARCHITECTURAL DRAWINGS BY KRAMER+ DECONCILIIS . TOP OF BANK \ _ •• •. __ ...; \ _ x S � 2os � \ I le ARCHITECTURE(FORMERLY-MERYL KRAMER fi6� o © \ \ ° -- 00 \\ ARCHITECTS). �o 4. FOR ALL EXISTING AND PROPOSED UTILITIES AND DRAINAGE USE CIVIL DRAWINGS BY SL MARESCA& f14 46"HT.WOOD AND WIRE POOL Q x \ EXI5TIN6 TREE TO REMAIN(TYP) ASSOCIATES CONSULTING ENGINEERS. \ P OF CODE COMPLIANT GATE-SEE BA \ 5. CONTRACTOR SHALL VERIFY ALL DRAWINGS FOR 0 0)_ \ LIMIT OF CLEARING,&RADIN6+ DETAIL 4 ON SP2 �Q D \ f/O) ' ^ GROUND DISTURBANCE a �Q O� COORDINATION BETWEEN TRADES AND REPORT ANY 1 \ (PROJECT-LIMITING FENCE ALONG DISCREPANCIES TO LANDSCAPE ARCHITECT. LANDWARD EDGE OF TOP OF BANK) 20 \ 6. CONTRACTOR RESPONSIBLE FOR CONSTRUCTING (8) � (18) © \ 20.11 SWIMMING POOL \ RESTRICTIVE BARRIERS FOR PROTECTION OF TREE 5b,x 15'-b" ® I ROOTS AND TRUNKS. rr -(20)----- - _---- -SEE SHT D3 FOR ° (6) L6) \ \ \ o " - - --_-- LAYOUT AND MAILS �I x j� � 7. ALL DIMENSIONS, SPOT GRADE ELEVATIONS,AND ' 48 HT.WOOD AND WIRE POOL �r (14) .� GODS COMPLIANT PENCE X�J QUANTITIES ARE APPROXIMATE. -SEE DETAIL 4 ON 5P2 / 8. CONTRACTOR TO VERIFY LOCATIONS OF ALL BELOW 02) ONGRADE UTILITIES AND STRUCTURES BEFORE 0 PATIO EXCAVATION. 9. DO NOT SCALE DRAWINGS. ® \ \ II zr O.I I 0.35 -- /// 446"HT. COMPLIANT FENCE WIRE POOL (IB _ _ � / Q •20.35 / x ® � i ; -SEE DETAIL ��E ' © o © \ ?OP, � © ) IE / 4 ON SP2 goo ° `� ° O \ \ 46"MIN.HT.POOL CODE x / X LIMIT OF CLEARING,GRADING+ O ` \ COMPLIANT SHOWER Ell a 201. / r` GROUND DISTURBANCE © �� \ (I6) © ENCLOSURE X 20.2 202 / I (PROJECT LIMITING FENCE ALONG \ /202 X © LANDWARD EDGE OF TOP OF BANK) -SEE DETAIL 2 ON SP2 \ O. POOL HOUSE W/PORCH AND VJ 0\ OUTDOOR 5HOl�ER ° r rr I N022210 w \ ,e� 45'HT.WOOD AND WIRE POOL © © © 18 a \ \ I8.0 18 CODE DETAIL COMPLIANT 5P2 TIDAL WETLAND BOUNDARY ° \ q ALON6 FACE OF BULKHEAD /3 a O p \ O c AS DETERMINED BY J > EN-CONSULTANTS �/ re�\ .� `\ X X \ \ O p \ O I \ I ,_ \ .: O \ \ SANDTOGONDITIONSREMAIN ``' YSFTB ° -- 10� ` 0 ® \01�_ - -:. \ © O 0 � FOR PERMIT - EXjS s IS'-0"MAX.O.G. V K � °T° AIN © - - NOT FOR CONSTRUCTION 'MIN.zo zo� I GEOTEXTILE TIED PERSPECTIVE VIEW I TO AIRS FENCE WIRE FENCING 2"x4"OPENINGS Q lol Q�PN C COMPACTED SOIL - DS ,,A 45"FENCE POST 0 O.G. ® Q� � KE�/N� / s EXISTING GRADE / GEOTEXTILE TO BE BURIED IN - q GROUND A5 SHOWN •�! ' - h� Ur NOTE: 2° MAX.DRAINAGE AREA-�j ( �� nl ACRVIOO LINEAR FEET LLI 2 PROJECT LIMITING SILT FENCE SP2 SCALE: NITS / \ © 3 pF NE�J \ 2X4 CEDAR GAP ! O � TIDAL WETLAND BOUNDARY A5 DELINEATED BY 6'-0"MAX 45"HT.POOL CODE COMPLIANT WOOD EN-CONSULTANT5 AND WIRE FENCE SECURED TO END OF VARIES- SHEET2-10'MAX ���®� T' � ��� - PRIVACY FENCE POST WHERE NECESSARY � � " MEAN H16H WATER MARK(EL.1) `�/ CHAMFER TOP OF 2X4 CEDAR TOP RAIL -- - P05T TO SHED WATER REKIDEDTCE 77 lam® 4X4 CEDAR POST 06 °OG r_ _ Mattltuc New York min r E NOTES: -ALL CEDAR TO BE KNOTTY CEDAR � L -GATE5 TO MATCH STYLE AND Q 4X4 CEDAR FENCE P05T SCTM#: 1000-107-1-11 ' N CONSTRUCTION OF FENCE -� * ' ,+;_ -- - - -- - -FENCE AND SATES TO BE POOL CODE z l COMPLIANT s I 1 Project No.: Date: o " 1 GALVANIZED AFTER --- 20 NOV 2024 IX6 HORIZONTAL CEDAR BOARDS _-I WEDDING H X PENIN6 WI MESH-SUBMIT SECURED TO P05T W/5TAINLE55 STEEL o SAMPLE FOR APPROVAL Drawn by: Checked by: Scale: TRIM 50REW5-ALIGN COUR51N6 WITH d BY L.A. 51DIN&OF HOUSE IF POSSIBLE LEGEND EB TK 1" = 10'-0" ----@� FINISH GRADE VARIES +1 + -SEE PLAN TENSION COIL AT PROP05ED 5TRUGTURE Title: PROJECT LIMITING SILT FENCE BOTTOM OF MESH FOOTPRINT \ �\ \ \ \\\\/\\��\/\\/\\/\\/\\/\\/\\/\\/\ \ \ \ \ \ \ \� \\. WRAP INTERIOR FRAME �, ., y y y �, , \ ,. GRADE POOL PERMIT r /�i,//. ,/��/�/� / / /, /�/ / / / /�/ //,//��/l�// / ,/ / / i / / WITH NON WOVEN BLACK /j\//\//\//\//\/ /��/\//\//�//\//�//�//�/\/////////�//�//�//�//�//�//�//�//�//�////�/// //�/////-//�// - -- -- 1 -1 1=1 i 1 lam_ -i 1=1! =1 I 1-1 -I I 1==11 i;-i--i FILTER FABRIC '\\j\\j\\j\\j\\j /`�j\\j\\j\\j\\/\\j\\j\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ /\\/\\% \ \\%\\%\\%\� POSED DRYWELL EXISTING TREE TO REMAIN SITE PLAN -I I I-1 I --I III n d I-_I I_I! III ! --III I i I—III=III —III—1 i-1_ n d_ I.I I_.- -I I�_��_1=1 - I 11-1 I�111—�11-1 I�-1 11-1�_1 �_, —I I 4X4 CEDAR POSTS n d 1=1 11=1 1=1 1=1 I-1 11=1 I i I I I I- —1 1=1 I I- ,i I I - - =1AO TREE IRSPACE BETWEEN 2X3 P.T.NAILER -� = - =1 =1 =1 I_ -1 1=1 (-1 1 1= (1- 1 h =1 1= I - �__ - INSIDE 00�N605T 24 PROPOSED CONTOUR x TO BEEXISTINREMOVED_ =1 1= d I—! I—I I BOTTOM OF BOARD AND I 1=1 —� I —�I_�=1 I . I—I 1=1 11= I 1=1 C4 I _I�_� Sheet No.: :E _ INSIDE 5 E - 1I1=,_III li III I1= FINISH GRADE -III III- ENCLOSURE ENCLOSURE -)II—III �I I =III III 1=.11=m = I=1 I I=) 1 WOOD AND WIRE Pool CODE WATERPROOF P05T 11 -I I - ° Ell 1 1=� =1 I I III-III- NOTE: 1= I I =1 I_I=1 11= CONCRETE (24)" EXI5TIN6 CONTOUR COMPLIANT FENCE E GATE I iEl I I —i I I-1 11= INSIDE FOOTING =III-1 I = IXb HORIZONTAL CEDAR a - - -SINGLE AND DOUBLE&AYES TO a =1 BOARS SECURED TO POST l^U - - o - - _ MATCH 5TYLE AND CONSTRUCTION —III I I I I I I III I —i lI 1 I--i I I—III I--i I III= I 1=1 I I i_I_I —I i—I i 1= �a CONCRETE FOOTING STAINLESS STEEL TRIM SCREWS OF FENCE - _ PROPOSED SEPTIC(BY OTHERS) �� CEDAR BOARD POOL CODE III—i ': Ill 1=1 I 1=1 I I-- I -=1 - -ALL CEDAR TO BE KNOTTY CEDAR �-III-III!- I I Ili III CRUSHED STONE BASE -SEE ENGINEERS PLANS F COMPLIANT FENCE 3 SATE COMPACTED OR 1 I_!I1= —I I =1I 1=1 I I-1 -1 I -1 I I- -1 I I-1 I I _1-1- — II III-III- 1-1 -I i i- ! = UND15TURBED SUBSRADE - - -- I - CORNER P05T DETAIL I-III=III- „ ryd -1 -1 I_ =1= 1_� 1 =i11-III' 1=1 11= GRU5HED STONE BASE III-III- 1 I i-III-- - _III-III=1_�� ! III-1 I -��_�-- ) =1 I-� ( '^! -1 --III-I 1I- -———— ——————— —— — 12 1=1 I I-1 I I=1 I I=I I 1-11 i-1 I I-1 I I-1 I{ 1=1 I 1=—III—I I—I I 1=1 I I 1=1t�' t� COMPACTED OR 12" UNDISTURBED SUBSRADE 1 SITE PLAN KEY MAP 3 CEDAR BOARD POOL CODE COMPLIANT FENCE/GATE (4� WOOD AND WIRE POOL CODE COMPLIANT FENCE SP2 SCALE: 1" = 100'-0" SP2 SCALE: 3/4" = V-0" SP2) SCALE: 3/4" = V-0" HEAVY DUTY 5.5.MOUNTING BRACKETS BOLTED TO&UNITE VAULT WALL-POOL CONTRACTOR TO VERIFY 51ZE $ SPACING TO PREVENT MOVEMENT OF COVER STONES ANGLE BACK WALL OF COVER BOX 2"THK.VAULT COVER POS.(SEE COPING PLAN b ON SHEET D3 2"THK.DRY-LAID FOR SIZES) (4)ENCAPSULATED AUTO COVER TRACK THERMAL BLUESTONE THERMAL BLUESTONE COPING/THERMAL EDGE-2"THK.x VAR.LENGTHS(SEE COPING PLAN b ON SHEET D3 FOR SIZES) D3 -SEE DTt 3 ON 5HT DI BUTT _,_„_ 24" - SET ON I"THK.LATEX-MODIFIED MORTAR BED THERMAL BLUESTONE COPING/THERMAL EDGE-2"THK.x I# PROVIDE SAMPLE FOR APPROVAL PRIOR TO ORDERING VAR.LENGTHS(SEE COPING PLAN 8 ON SHEET 03 FOR AUTO COVER VAULT WALL-NOTCH WALL TO CONGEAL SIZES) =_ — - 3 -SET ON I"THK.LATEX-MODIFIED MORTAR BED o 0 0� o D3 LEAD BAR-FACE W/TILE TO MATCH POOL -PROVIDE SAMPLE FOR APPROVAL PRIOR TO ORDERING oo o o FINISH GRADE-SEE PLAN(CONDITION VARIES) ono 00o o+,y- o a q D3 POOL COPING / FROM FACE T t b" I'-2" t 1'b NO MORTAR V1515LE BETWEEN COVER OF TILE &UNITE VAULT &UNITE CONTINUE TILE LINE ACROSS FAGS OF VAULT TRACK AND COPING WATER S T R E 1 T EASED EDGE / / �LTGR — °o o a 4 o " a REINFORCED CONCRETE POOL$ VAULT WALLS-SINGLE POUR / DESIGN ASSOCIATES WL d REINFORCED BUNITE HAUNCH TO = o a ENCAPSULATED ALUMINUM AUTO COVER iv d MEET BACK OF POOL COPING _ b o 0 0 o TRACK -- °o°o °oo ° Ll a — = o oo °oo ° " WASH AUTO COVER LEAD BAR TO BE 530 Stonington Road, Suite 107 0 0 0°o % -~ CONGEALED UNDER COPING I/2" 4 b"TILE LINE(TB.DJ --moo o° o al'-0" b"DIA.DRAIN TBD.BY POOL CONTRACTOR-LOCATE AT -- - O•H• Stonington Connecticut 06378 &UNITE MOTOR-END OF VAULT-PITCH BOTTOM OF VAULT TO DRAIN ' d co o d � LINE VAULT WALL K/TILE TO MATCH POOL- "TO I d 1 POOL COPING INTERIOR POOL FINISH(TB.D) _ ° o C a ° a EASE ALL SHARP EXPOSED EDGES 6UN!•I•E D3 Telephone: (860) 415-9913 ENCAPSULATED ALUMINUM AUTOMATIC ° REINFORCED&UNITE POOL WALL- °� ° ° a!j ° a POOL COVER TRACK-LAB BOLTED TO POOL BEAM-ALI6N EDGE WITH FACE OF www.waterstreetdesignassociates.com T.B.D.BY POOL CONTRACTOR ° h� °o 0 0 . 3"SGH.40 PVC,PIPE TO DRAINAGE SYSTEM-T.B.D.BY BOTTOM OF POOL TILE LINE TILE-TB.D.BY POOL CONTRACTOR � I ° a a CONTRACTOR IN FIELD - b"POOL TILE-(T.BD) d �r BACKFILL T.B.D.BY POOL CONTRACTOR o° °o 7"&UNITE d ALIGN ° 4 � — o°o o°o CRUSHED STONE BAGKFILL T.B.D.BY POOL CONTRACTOR FACE OF&UNITE °0000 o°o INTERIOR POOL FINISH(T.B.DJ INTERIOR POOL FINI5H(TB.D) 0 o COMPACTED OR UNDISTURBED 5UBGRADE I POOL COPING 2 AUTOGOVER VAULT 3 COVER VAULT NOTCH 4 AUTOCOVER TRACK GENERAL NOTES: D3 SCALE: I"= I'-0" D3 5GALE: I"= 1'-0" D3 50ALE: 3"= 1'-0" D3 5GALE: 3"= F0" 1. TOPOGRAPHIC INFORMATION DERIVED FROM INFORMATION PROVIDED BY KENNETH M WOYCHUK LAND SURVEYING ON A SURVEY DATED JULY 1, 2021. 2. ALL WORK SHALL COMPLY WITH STATE AND LOCAL EQUAL EQUAL BUILDING CODES AND SPECIFICATIONS; CONTRACTOR RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS. 3. USE LANDSCAPE DRAWINGS IN CONJUNCTION WITH 1 NOTE ARCHITECTURAL DRAWINGS BY KRAMER+DECONCILIIS D3 POOL COPING COORDINATE SKIMMER LAYOUT WITH PAVING ---- ARCHITECTURE(FORMERLY-MERYL KRAMER FINISH GRADE -PLAN AND DTL b ON 03 ARCHITECTS). VARIE5-SEE PLAN • s 4. FOR ALL EXISTING AND PROPOSED UTILITIES AND �`�4 DRAINAGE USE CIVIL DRAWINGS BY SL MARESCA& OUTSIDE POOL 5 a°50.STONE SKIMMER COVER- ASSOCIATES CONSULTING ENGINEERS. t 8 s/b" D3 POOL COPING WL d 4 p3 MATCH COLOR OF POOL COPING 5. CONTRACTOR SHALL VERIFY ALL DRAWINGS FOR OPENING ° COORDINATION BETWEEN TRADES AND REPORT ANY SKIMMER MOUTH OPENING 4 t al" DISCREPANCIES TO LANDSCAPE ARCHITECT. j s a 4 cuT.2. _ 6. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ENCAPSULATED AUTO COVER o ( I REINFORCING STEEL AND STRUCTURAL STEEL FOR TRACK z ° —� APPROVAL BEFORE PROCEEDING WITH WORK; `5 o SKIMMER TILE LINE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR VERTICAL TILE ALONG ANGLED SKIMMER WALLS DIMENSIONAL CORRECTNESS. ~ a POOL TILE LINE 7. SHOP DRAWINGS TO BE PROVIDED FOR ALL STONE ALIGN ALIGN .. POOL TILE LINE WORK, METAL WORK,WOOD WORK,AND SWIMMING POOL; 46 AND SUBMITTED TO LANDSCAPE ARCHITECT FOR ANGLED SKIMMER WALL5 FLAT TILE ON SKIMMER THROAT-SEE PLAN r d I -1 APPROVAL. DETAIL-ALIGN BOTTOM W/POOL TILE LINE- 4 4"UNDERWATER POOL LIGHT- 1 POOL COPING LINE 8. CONTRACTOR RESPONSIBLE FOR CONSTRUCTING \\\\ EASE EXPOSED EDGES 4 T.B.D.BY POOL CONTRACTOR AND APPROVED BY LA. D3 RESTRICTIVE BARRIERS FOR PROTECTION OF TREE INSIDE POOL 9 ALL DIMENSIONS, SPOT GRADE ELEVATIONS,AND OOTS AND TRUNKS. POOL INTERIOR FINISH(TBDJ 5 5KIMMER ELEVATION 6 SWIM OUT BENCH SECTION 7 5KIMMER COVER PLAN QUANTITIES ARE APPROXIMATE. D3 5GALE: 1-1/2"= 1'-0" D3 5GALE: I"= 1'-0" D3 50ALE: 1 1/2"= 1'-0" 10. CONTRACTOR TO VERIFY LOCATIONS OF ALL BELOW GRADE UTILITIES AND STRUCTURES BEFORE EXCAVATION. 11. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND REPORT ANY DISCREPANCIES TO LANDSCAPE ARCHITECT. 12. ALL ANGLES ARE ASSUMED TO BE 90°UNLESS 2_b^ OTHERWISE NOTED. 13. DO NOT SCALE DRAWINGS. 12--0" 12'-0" +/-e'-o" 14. CONTRACTOR TO PROVIDE SLEEVING THROUGH ALL 3T-1o°(b)PIECES EQUAL+/-6'-3 I/2"(B01TI SIDES) 2'-0° WALLS AND BENEATH PAVING FOR UTILITIES AND 1'-2" EQ. EQ. EQ. Ea. a'-b" a-b" DRAINAGE AS REQUIRED;ALLOWANCE FOR SUBSURFACE DRAINAGE TO BE PROVIDED. n 15. ALL DIMENSIONS GIVEN TO TOP OF WALL UNLESS iv - r OTHERWISE NOTED. m ° 16. ALL BOTTOM OF WALL GRADES TO BE ADJUSTED IN FIELD UNDERWATER ` e `° UNDERWATER j ° AND APPROVED BY LANDSCAPE ARCHITECT. m POOL BENCH$ STEP a BENCH 17. ALL DIMENSIONS ARE TO FINISHED FACE OF WALL AND 1 —° ° o COPING 3 °° e UNDERWATER STEPS 2�" RISER. NOT TO WALL CAP, TREAD, OR OVERHANG UNLESS %SKIMMER COPING COVER T a b'-a,, NOTED OTHERWISE. in o v x 4"VIA.UNDERWATER o -COORDINATE SKIMMER 0 LIGHT'S-SUBMIT SAMPLES SLOPE OF POOL FLOOR ¢ LOCATIONS WITH PATIO 0. ° FOR APPROVAL BY L.A. ° PAVING JOINTS T.B.D.MI POOL CONTRACTOR J FOR PERMIT - UNDERWATER STEPS �v v -SUBMIT SHOP DRAWING TO ° v L.A.FOR REVIEW FLOOR DRAINS TO BE DETERMINED BY NOT FOR CONSTRUCTION O •AUTOFILL LOCATION TBD DEEP END POOL CONTRACTOR-TO MEET TOWN$ DEEP END o SHALLOW END STATE OF NY BUILDING CODES - g z Ln V�/LANDSCAPE ARGHITEGT SHALLOW END - ° 111, ° o 113 Iv01111D)s CA i GUNITE Q v r p m K WALL ° 3-_3 Io5 1'3!( I'_3° ``/ KE/� r SKIMMING 3800"L `c�v c 551 bMlNG x 3V-O'L 'V 7 l v +3'-b"POOL DEPTH AUTO COVER VAULT �s in in + b'-O"POOL DEPTH co O W m IN51DE&UNITE ATTACH PIECE OF STEEL 41'-b"OUTSIDE&UNITE AT END OF COVER VAULT g POOL COPING PLAN TO HOLD BACK SOIL v�'9 002613 O� D3 SCALE: I/4"= I'-O" � POOL GUNITE PLAN D3 50ALE: 1/4"= 1'-0" O F N E� POOL NOTES: g TT �7 1. ALL VISIBLE PVC,POOL EQUIPMENT COMPONENTS TO BE 6RAY OR BLACK IN COLOR-POOL CONTRACTOR TO SUBMIT SAMPLES TO LANDSCAPE ARCHITECT FOR APPROVAL. G�3J YTO ® (/ ARE�� 2. ALL DIE CONS PROVIDED TO PREPARE LAYOUT FOR REVIEW BY LANDSCAPE ARCHITECT IN FIELD. �� ������ 3. ALL DIMENSIONS PROVIDED ARE APPROXIMATE AND SHOULD BE VERIFIED IN FIELD, 4. ALL PLUMBING,RETURN JET5,AUTO-FILL,AND UNDERWATER LI6HTIN6 TO BE DETERNINED BY POOL CONTRACTOR AND APPROVED BY LANDSCAPE ARCHITECT. INTAKE SUCTION LINES AND THEIR LOCATIONS TO BE DETERMINED BY CONTRACTOR. 5. POOL CONTRACTOR TO SUBMIT TILE SAMPLES FOR REVIEW AND APPROVAL BY CLIENT AND LANDSCAPE ARCHITECT. M a t t i t u c k, New York b. POOL CONTRACTOR TO SUBMIT INTERIOR POOL FINISH SAMPLES FOR REVIEW AND APPROVAL BY CLIENT AND LANDSCAPE ARCHITECT. ?. POOL CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY FIELD CHANGES TO LAYOUT OF POOL SHELL,STEPS,JETS/INTAKES,AND/OR COPING,IN WRITING FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. D. CONTRACTOR TO VERIFY ALL BUILDING,CODE-RELATED ISSUES WITH THE TOWN AND ALERT THE LANDSCAPE ARCHITECT TO ANY POTENTIAL ISSUES. �,_z. 2"THICK STONE COPING VU TILE T.B.D.-APPROVED SCTM#: 1000-107-1-11 COP"ae BULLN05E EDGE AND SMOOTH FINISH 5U55TITUTE,TO BE REVIEWED AND s'a APPROVED BY THE OWNER wo COVER Project No.: Date: ' d ___ 20 NOV. 2024 BOTTOM OF POOL TILE AND TOP ~,� _ x �4 "„ W„ :w ,::� .« �,��..g,.. •:w. ^""' ... SWIM-0UT BENCH ON _ r SKIMMER D3 OF PLASTER POOL FINISH WEST 51DE OF POOL 3 - 4 w Drawn b Checked by: WATER LINE -- v iK.:tr ',��" YScale: "� •', `. •, a" su f L EB TK As Noted A x m POOL COVER STORAGE VAULT + .; INTERIOR FINISH-TO BE 5KIMMER s o Title: —� DETERMINED, APPROVAL BY CLIENT REINFORCED SUBMITL&HT HAUNCH TO POOL STEPS PITCH BOTTOM POOL TRANSITION NOT MEET THE THE Pool Details TO EXCEED ALLOWABLE m BACK OF THE r 1 CODE LIMITS POOL COPING Sheet No.: LIGHTING FIXTURE T.B.D. BY POOL CONTRACTOR POOL f TRANSITION I.AUTOFILL COVER STONE NOT ALIGNING WITH JOINTS IN PAVING PATTERN 2.GAP BETWEEN AUTO COVER TRACK AND COPING 3.SKIMMER COVER LOCATION OVERLAPPING COPING+PAVING 10 POOL SECTION 11 CONDITIONS THAT WILL NOT BE ACCEPTED D3 50ALE: 1/4"= I'-0" 05 N.T.S.