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Home My WebLink About48484-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE G` SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPRO'V'ED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 48484 Date: 11/14/2022 Permission is hereby granted to: Lockwood, Mark 270 W 17th St Apt 2L New York, NY 10011 To: construct accessory in-ground swimming pool as applied for. At premises located at: 4980 Pe uash Ave., Cutcho ue SCTM # 473889 Sec/Block/Lot# 110.-3-26 Pursuant to application dated 8/29/2022 and approved by the Building Inspector. To expire on 5/15/2024. Fees: SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 CO- SWIMMING POOL $50.00 Total: $300.00 Building Inspector agd TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold NY 11971-0959 y� Telephone(631) 765-1802 Fax(631) 765-9502 https:'/wwwsotitltoldtowriy v Date Received APPLICATION FOR BUILDINGIT r,o,Office Use Only PERMIT NO. Building Inspector: " AUGU 9 2022 I Applications and forms must be filled out in their entirety. Incomplete KIILUNG DEP1' TOWN', 8()U FHJJ') applications will not be accepted. where the Applicant is not the owner,an T0 Owner's Authorization form(Page 2)shall be completed. Date:August 25, 2022 OWNER(S)OF PROPERTY: Name:Mark + Robin Lockwood SCTM#1000-110-3-26 Project Address:4980 Pequash Avenue, Cutchogue, NY 11935 Phone#:917-449-4501; 917-312-1972 Email:marklockwood@gmaii.com Mailing Address:4980 Pequash Avenue, Cutchogue, NY 11935 CONTACT PERSON: Name:Mark + Robin Lockwood Mailing Address:4980 Pequash Avenue, Cutchogue, NY 11935 Phone#:917-449-4501; 917-312-1972 Email:marklockwood@gmail.com DESIGN PROFESSIONAL INFORMATION: Name:Marshall Paetzel Landscape Architecture Mailing Address:PO Box 487 - 5175 Route 48, Mattituck, NY 11952 Phone#:631-209-2410 Email:mail@mplastudio.com CONTRACTOR INFORMATION: Name:North Fork Woodworks Mailing Address:810 Traveler Street, Southold, NY 11971 Phone#:631-298-7900 Email:kyle@nfwoodworks.com DESCRIPTION OF PROPOSED CONSTRUCTION 50 New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $200,000 Will the lot be re-graded? WYes 0N Will excess fill be removed from premises? Wes ❑No 1 PROPERTY INFORMATION Existing use of properly:Residence Intended use of property:Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes RNo IF YES,PROVIDE A COPY. W Check Bax Afteir nh eiri : 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 d Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): ❑Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) �COUNTY OF W.. �.d� ObiL W Q 0 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the LL ; (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 �P day of I ' , U 5 I 20a3- Notary Public DARLENE K BRUSH " F)E ' E w ' ""(Z M y Public.State of New York '. N0.01BR6318051 (Where the applicant is not the o n Qualified in Suffoik County ornmission Expires„,pan 20,2023 W. i6lbI, -UUL residing at do hereby authorize M " lWl- K4&-r- e— ., 5"APC to apply on my behalf to the Town of Sou Id Building Department for approval as described herein. A 12-0-22- Owner's Signa irlre Date Print Owner's Name 2 SSS LOCKWOOD I� RESIDENCE PROPOSED SELF-CLOSING, "I 4980 Pequash Avenue SELF-LATCHING POOL GATE+ t Cutchogue, New York )( PROPOSED FENCE AS PER NYS POOL CODE OUTDOOR SHOWER PROPOSED R.R.TIElfq/p7 0Z I PROPOSED RETAINING WALL I I RETAINING WALL, PROPOSED PROPOSED RETAINING PROPOSED EXISTING PROPOSED EV TYP. POOL EQUIPMENT+ WALL+SLAB STEPS 4'H.WIRE MESH FENCE WALL CHARGING STATION N 570 42'09'E ENCLOSURE AS PER NYS POOL CODE 175.00' x — — — �— —4 x—x x x O arshall poetzel x x— or i m Ac Ac Ac Ac GEN LANDSCAPE ARCHITECTURE o( 23'-8" i ( NORTH FORK 0 I PROPOSED PROPOSED 5175 Route 48 I WINDOW WELL GRAVEL AREA I PROP (BY ARCH.) PROPOSED R.R.TIE PROPOSED Mattituck,NY 11952 GRADE RETAINING WALL OIL+STONE phone: (631) 209-2410 DRIVEWAY I fax: (631)315-5000 PATIO PROPOSED PROP. email: mail@mplastudio.com I I PROPOSED GARAGE ON- I I COVERED PATIO FIFE:26.00 GRADE I (BY ARCH.) MASONRY PROPOSED PROPOSED I _ _ APRON ARCHITECT: X 14'-0"X 36'-0" ON-GRADE I Meryl Kramer Architect SWIMMING POOL PATIO (SEE DETAIL 2+3) 1 I I W P.O. Box 1600 I ( 260 Horfons Lane �I e Southold, NY 11971 PROPOSEDPROPOSED I Office: (631) 477-8736 PROPOSED COVERED RETAINING WALL, RETAINING WALL, Z SURVEYOR: I TYP. LANDING(BY ARCH) TMP Kenneth W oychuk LS N.Y.S. Licensed Land Surveyor I P.O.Box 153 Aquebogue, NY 11931 ' > Office: (631) 298-1588 PROPOSED I� � � < CIVIL ENGINEER: ® RESIDENCE `�` SL Maresca &Associates PROPOSED (BY ARCHITECT) ' 188 West Montauk Highway-Suite E4 COVERED PATIO I = Hampton Bays, NY 11946 (BY ARCH.) FIFE:28.00 \ Office: (631) 728-9480 O0 PROPOSED MASONRY PROPOSED N I /� ON EDGE+SLAB STEPS , SEPTIC SYSTEM (BY ENGINEER) TEST cO� Z HOLE - PROPOSED 1 4"SDR 35 DRAIN PIPE I\ i / W PD-1 � PROPOSED �� '� ON-GRADE PROPOSED / PATIO SCREENED PORCH PROPOSED PROPOSED ON-GRADE ^ / C D MASONRY PAD I LLQ SITE DATA: FIFE:27.5 PATIO (BY ARCH.) PROPOSED PROPOSED PROPOSED 8'W.X 4'DEEP o STEP,TYP. STEPS WITH SCTM# 1000-110-3-26 Lot Area: 17,500 SF or. acres) POOL BACKWASH DRYWELL HANDRAIL ) o (SEE DETAIL 1) o 13 171 o LU 4a C) F P z LU N > NOTES: M a "' 0 1. Existing conditions based on survey W prepared by Kenneth M.Woychuk Land =2c=x �L=2c�c�c —�c—�c X� — — — — — — — o S 57°42'00"W 175.00' w Surveying dated 1/19 /2017 and revised PROPOSED PROPOSED PROPOSED 4'HT.SELF- PROPOSEDJ 9/10/2019. 4'H.WIRE MESH FENCE RETAINING WALL, CLOSING,SELF-LATCHING RETAINING WALL, 2. This drawing is for the purpose of AS PER NYS POOL CODE TYP. POOL GATES+FENCE TYP. I obtaining permits only. NOT FOR AS PER NYS POOL CODE CONSTRUCTION. 3. Unauthorized alteration of this plan is a violation of NYS Education Law. I I REVISIONS DATE DESCRIPTION AUG 2 BUItDiF.:G DFS s e a l NO S CAPS o� Karl p PRECAST CONCRETE El_Lv. 22.5 y ` N � C� ,. LOAM DOME ` ` OL R BROI"N1' 1 C7 SDR 35 PVC INLET PIPE S SEE PLAN FOR - ` O S,47Y SAND tS�� 00271 O) * . GRADE /q ,9 y OF PIPE SIZE 2-0 6" TOP OF DRYWELL D d TF (SEE PLAN FOR X b"TILE FACING S" 3' MAX ELEVATION) #4 STEEL REINFOFCED WATER LINE SDR 35 PVCF BACKFILL 3-0"MINIMUM OVERFLOW PIPE ❑ ❑ ❑ ❑ ❑ AROUND DRYWELL WITH SEE PLAN FOR ❑ ❑ ❑ ❑ 1 4"-1 �"MEDIUM COARSE DEPTH <5'-0 >5'-0" �! • 3 r PIPE SIZE SAND/GRAVEL Cn sR0 1h TITLE: ❑ ❑ ❑ ❑ HORIZ. 10"o.c. 10"o.c. RNA ❑ ❑ ❑ 0PRECAST CONCRETE VERT. Y o.c. 5'o.c. ' _jSANO STORM DRAIN RINGQ SEE PLAN FOR DEPTH - FLOOR I o.c. EACH WAY ❑ ❑ ❑ ❑ U o WATERLINE - POOL PERMIT w � NOTES: PATIO PATIO ❑ ❑ ❑ ❑ > �_ ------- ----------------------------- ---------------------------------------- 3 #4 BARS CONT. ° L 21' SITE PLAN 4'-0'MINIMUM PENETRATION INTO RATEABLE SOIL. ( ) SEE TYPICAL GUNTfE SHALLOW END y ATLR 1N ❑ ❑ ❑ ❑ ❑ BOND BEAM ALL AROUND TIES 10"o.c. 4 POOL WALLSECTION ❑ ❑ ❑ ❑ ❑ 25'-0"MAXIMUM DEPTH BELOW GRADE • DEEP END SO "P•LE Ei'z0' �' #4 BARS DETAIL+STEEL °D FiN-` SANS 23' SCHEDULE 2'-0"MINIMUM ABOVE GROUND WATER PNEUMATICALLYa MARBLE DUST FINISH TEST HOLE 1 M 2'0" APPLIED CONCREFE IN SEE PLAN FOR WIDTH 2'-0"MAXIMUM ACCESSCHIMNEY(IF NECESSARY) NO SCALE RADIUS VARIES 6"TO 24" THICKNESS OF WALL ! 1 1'8" 13'-4" 1 1'-0" GROUND WATER LINE TO BES"MIN. ON SHALLOW END TEST HOLE PERFORMED BY NON-RATEABLE SOIL DRYWELL TO BE INSTALLED AS PER STATE AND 25"AND UP ON DEEP END 36'-0" McDONALD GEOSERVICES 6'-0" N — LOCAL CODES �" C . JANUARY 13.2022 0 5 10 CLEAN MEDIUM SAND AND GRAVEL-RATEABLE SOIL L E G E N D I r=H==� COARSE FILL Drainage Calculations and Structure Schedule SCALE I" = 10' PD-1 —— PROPERTY LINE ECAST CONCRETE DRYWELL 2 TYPICAL GUNITE POOL WALL SECTION Not to Scale 3 POOL PROFILE Pro osed Pool Dischar a 584 SF x 5'Av . De th=2 920 CF DRAWN BY: (D7 P g ( g P ) c.EAST Section SCALE:1"=10 0" 2,920 CF x 5%=146 CF/8'Dia.Drywell (42.3) =3.4'depth req'd / CHECKED BY: ection Not to Scale PD-1 PROPOSED POOL DRYWELL S.P ETZEL,RLA 4'depth provided k`� DATE:E2022.08.16 SHEET 1 OF 1