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HomeMy WebLinkAbout47153-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#: 47153 Date: 11/29/2021 Permission is hereby granted to: Kalich, Richard 605 Saltaire Way Mattituck, NY 11952 To: Construct in-ground unite swimming g g g pool at existing single family dwelling as applied for. *Construction of new house must commence prior to construction of swimming pool. At premises located at: 4660 Blue Horizon Bluffs, Peconic SCTM #473889 Sec/Block/Lot# 74.-1-35.52 Pursuant to application dated 11/12/2021 and approved by the Building Inspector. To expire on 5/31/2023. Fees: SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 CO- SWIMMING POOL $50.00 Total: $300.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 Ini Date Received 1 t FL _ For Office Use Only -7/� ni PERMIT NO. Building Ir15pecit3r: f N DEPS_ 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:November 9, 2021 OWNER(S)OF PROPERTY: Name:Richard N Kalich & Mary V Kalich SCTM# 1000-74-01-35.52 Project Address:4660 Blue Horizon Bluffs, Peconic, NY 11958 Phone#:917-334-6639 Email:marX�otto@yahoo.com Mailing Address: 605 Saltaire Way, Mattituck, NY 11952 CONTACT PERSON: Name:Mary V Kalich Mailing Address: 605 Saltaire Way, Mattituck, NY 11952 Phone#:917-334-6639 Email:mar�iotto@yahoo.com DESIGN PROFESSIONAL INFORMATION: Name:Jonathan Paetzel Mailing Address:5175 Route 48, Mattituck, NY 11952 Phone#:631-209-2410 Email:jonathan@mplastudio.com CONTRACTOR INFORMATION: Name:TBD Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION *NewStructure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $110,000 Will the lot be re-graded? —Yes El No Will excess fill be removed from premises? .-Yes El 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 No IF YES, PROVIDE A COPY. ig 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 Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted Richard N Kalich & Mary V Kalich pp B y(print name): ❑ Authorized Agent Owner Signature of Applicant: 44.1 Date: /J//D/Z/ STATE OF NEW YORK) SS: COUNTY OF `I Vftc )) Tj " _ being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) ove 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 i dav of F A tary Pudic SETSYA.PERKINS Notary Public,State of New Yo rk PROPERTY OWNER AUTHORIZATION NIO-01 PE61306,36 (Where the applicant is not the owner) alifie In Suffolk Cour mmi ion Expires July I a. _ I, 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 �,y5�55 o�S KALICH RESIDENCE 4660 Blue Horizon Bluffs Peconic, New York �o O�Q. / WELL CO N/0/F BRENNAN ALBANO ` WELL IMPROVED Marshall poetel _<� LANDSCAPE ARCHITECTURE �Q- ADJACENT SHED PROPOSED IA SEPTIC SYSTEM+ATL 5175 Route 48 NEW WELL+ WALKWAY SYSTEM ABSORPTION TRENCHES I �` Mattituck,NY 11952 WATER LINE PROPOSED 4'H.GATE+ WITH EXPANSION TRENCHES G WATER WALL+PATIO OUTDOtOR FENCE TO BE NYS POOL EXISTING phone: (631)209-2410 (REFER TO SANITARY PLAN BY S.L. O LINE 321 SHOWCODE COMPLIANT LAMP POST MARESCA ASSOCIATES) SFT Op -(36) " _, EXISTING TREE 'y fax: (631) 315-5000 email: mail@mplasfudio.com TO REMAIN(TYP.)aoop*1C o ARCHITECT: -O j / QZ/PAr! PORCH I '\I - - _ — — — — — — - -- -- - _ —I �L PORCH WINDOW WELL iwjiiu �o �� — — — — — - Adam Volosik Architect / PROPOSED TEST PROPOSED 11'X 75'POOL CABANA — — — — — — _ - - - -- " ° 528 South Harbor Rd HOLE COPING ELEV:30.34' ON GRADE FFE:30.6' STORAGE - - _ — ��RAISED TERRACE RESIDENCE GARAGE , — — (SEE DETAIL 2+5) PATIO FFE:27.0' FFE:25.0' C �rySOUfhOld, New York 11971 PA FFE:38.25 I Office: (631)806-2537 ENGINEER: /' - j fast - _ o� �, ,� `° ��__ � o © S.L. Maresca Associates Consulting Engineers / in ` GRAVEL DRIVEWAY _ 188- 04 W Montauk Highway Hampton Bays, New York 11946 PROPOSED 4'H.GATE+FENCE TO BE z PROPOSED 4'W.X 8'D.SPA BACKWASH DRYWELL Z PROPOSED VX 11'SPA r92J /btl r�J `1� SURVEYOR: _ NYS POOL CODE COMPLIANT PIPED WITH 4"SDR 35 DRAIN PIPE TO POOL COPING ELEV:30.34' o EQUIPMENT LOCATED IN BASEMENT OF'RESIDENCE' (SEE DETAIL 2+4) Twin Forks Land Surveying EXISTING ELECTRICAL PROPOSED TX T SPA in to TRANSFORMER+BOX SURROUNDED BY RAISED (SEE DETAIL 1) 188 W Montauk Hwy E3 PROPOSED 8'W.X 8'D.POOL +SPA BACKWASH DRYWELL Hampton Bays, NY 11946 EXISTING UTILITY POLE+ TERRACE CONNECTED TO N�O� PIPED WITH 4"SDR 35 DRAIN PIPE TO POOL+SPA EQUIPMENT I p y ' OVERHEAD WIRE(TYP.) PRINCIPAL STRUCTURE I Office: 631 369-8312 COPING ELEV:38.0' CHARLOTTE LOCATED IN CRAWL SPACE OF'POOL HOUSE' ( ) (SEE DETAIL 2+3) DICKERSON (SEE DETAIL 1) / IMPROVED EXISTING ELECTRIC METER WELL -- — — — TO'V N OF SO.11i 1O._D TEST HOLE NO SCALE TEST HOLE PERFORMED BY SITE DATA: PRECAST CONCRETE SOIL MECHANICS DRILLING CORP. DOME EL.±36.0 04.02.21 SCTM# 1000-74-01 -35.52 SDR 35 PVC RCA 0 0 Lot Area: 62,472 SF (or 1.434 acres) INLET PIPE GRAY W1 BRN.SILTY SEE PLAN FOR GRADE PIPE SIZE SAND,TR GRAVEL, ` TOP OF DRYWELL CONCRETE MAX (SEE PLAN FOR (SM)(FILL)(7) 1 0' SDR 35 PVC _ ELEVATION) 6"X 6"TILE FACING BRN.SILTY FINE SAND OVERFLOW PIPE ❑ ❑ ❑ ❑ ❑ BACKFILL 3'-0"MINIMUM AROUND DRYWELL WITH #4 STEEL REINFOFCED WATER LINE SEE PLAN FOR ❑ ❑ ❑ ❑ 1 J"-1 �"MEDIUM COARSE �3'-0"MIN 2.0' 3 0' MIN ( 1 BRN.FINE SAND,TR. NOTES: 3 RAISED TERRACE RAISED TERRACE PIPE SIZE ❑ ❑ ❑ ❑ ❑ SAND/GRAVEL DEPTH <5'-0" >5'-0" 'c .a •�, ATTACHED TO HOUSE PRECAST CONCRETE HORIZ. lab.c. 10o.c. ATTACHED TO HOUSE WATER LINE TO LITTLE SILT ❑ ❑ ❑ ❑ STORM DRAIN RING ° • : • GRADE _____________ _________ ° (SP 2 5 1. Existing conditions based on survey o _ prepared by Twin Forks Land Surveying SEE PLAN FOR DEPTH VERT. 10"o.c. 5"o.c• ° BRN-FINE SAND, ❑ ❑ ❑ ❑ FLOOR IU'o.c. EACH WAY '' �'' GLASS RAIL —// ❑ ❑ ❑ ❑ < ¢ 0 7'_0" TR. SILT dated March 19, 2018. NOTES: :e v O TO CODE 2. This drawingis for the purpose Of ! P a SEE TYPICAL GUNITE WINDOW WELL TO RESIDENCE p p ❑ ❑ ❑ ❑ ❑ 4'-0"MINIMUM PENETRATION INTO RATEABLE SOIL. woo POOL WALL SE"TION (SP)(3b) obtaining permits only. NOT FOR (3)#4 BARS CONT. • > v _, ° BASEMENT FLOOR 4.0' BOND BEAM ALL °D DETAIL+STEEL ° - a 3.OUnsauthori ed alteration of this plan is a ❑ ❑ ❑ ❑ ❑ 25'-0"MAXIMUM DEPTH BELOW GRADE N. a SCHEDULE d 9 LT.BRN.SAND, AROUND TIES 10"o.c. s ih TR. GRAVEL,SILT 2'-0"MINIMUM ABOVE GROUND WATER #4 BARS a ° violation of NYS Education Law. M0 PNEUMATICALLY ' '� MARBLE DUST FINISH ° (SP)(3b) MIN SEE PLAN FOR WIDTH 2'-0"MAXIMUM ACCESSCHIMNEY IF NECESSARY a 8.0' GROUND WATER LINE ( ) APPLIED CONCRETE 4 ° RADIUS VARIES 6"TO 24" < ANlLT.BRN.M-F SAND, NON-RATEABLE SOIL THICKNESS OF WALL ! ° TR.GRAVEL,SILT, 6'-0" DRYWELL TO BE INSTALLED AS PER STATE AND VARIES CTO 8 MIN. ON SHALLOW END COARSE SAND MIN LOCAL CODES c 2Y AND UP ON DEEP END ° °d d ° ° REVISIONS t ° ° 4d (SP)(3b) DATE DESCRIPTION CLEAN MEDIUM SAND AND GRAVEL-RATEABLE SOIL BRN.SANDY CLAYEY PREPARE SUBGRADE SILT,TR.GRAVEL COARSE FILL w.• AS REQUIRED (ML)(5b) 13.0' BRN.SILTY F-M SAND W1 FINE SAND, 0PRECAST CONCRETE DRYWELL2 TYPI AL GUNITE POOL SPA WALL SECTION 7'x 7'SPA PROFILE WITHIN PRINCIPAL STRUCTURE ELEVATED TERRACE LITTLE SILT PERCHED (SM)(3b) 18.0' Section Not to Scale Se ion Not to Scale Section Scale:1/2"=r_0 BRN.F-M SAND, EL.±17.2' LITTLE SILT (SP-SM)(3b) 23.0' BRN.FINE SAND,TR. GRAVEL,LITTLE SILT S e a / (SP-SM)(3b) 250, pNDSCgp� �p '9 co O COVER BOX FOR m i AUTOMATIC COVER L E G E N D r- ' 'i tS� 002710N Q� PATIO WATER LINE PATIO PATIO WATER LINE —— PROPERTY LINE -17F OF NO -------------------------------------------------------------------- PATIO ---------------------------------------------- ° ------------------- ...................... -- --- ------------------------------ ----- -------------------------------------------------------------------------------------- ----------------------------------------------------------------------- 1'-6"X 6'-0" 11 a d SWIM OUT BENCH p EXISTING TREE TO REMAIN TITLE: SEE TYPICAL GUNITE SHALLOW END 5 - EXISTING CONTOUR POOL POOL WALL SECTION d DETAIL+STEEL _ a " - O SPA SCHEDULE ° SEE TYPICAL GUNITE DEEP END ° a ° a POOL WALL SECTION PREPARE SUBGRADE PERMIT DETAIL+STEEL AS REQUIRED EXISTING WELL An a SCHEDULE ° a EXISTING UTILITY POLE+ SITE PLAN a ° <4 ° �� — OVERHEAD WIRE(TYP.) a ^ PREPARE SUBGRADE 25'-0" 15'-0" 35'-0" W WATER LINE AS REQUIRED 75'-0" 0 15 30 PROPOSED DRYWELL 4 5'x 11'SPA PROFILE ADJACENT TO POOL CABANA 5 11'x 75' POOL PROFILE Section Scale:1/7'=F-0" Section Scale:1/4"=F-0" e TEST HOLE Scale: 1"=30'-0" DRAWN BY: A,FOX CHECKED BY: E-+1� Q J.PAIFTZEL,RLA 1 1 DATE:2021.11.09 REVISED" SHEET 1 OF 1