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Home My WebLink About47154-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 FLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47154 Date: 11/29/2021 Permission is hereby granted to: Kalich, Richard 605 Saltaire Way Mattituck, NY 11952 To: Construct new 5x11gunite spa at existing single family dwelling as applied for. *Construction of new house must commence prior to the construction of accessory spa. 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 Date Received APPLICATION FOR BUILDING PERMIT fe F� ) Qui 1"i ii For Office Use Only PERMIT NO. 4- Building insect ; lu BUILDING Applications and forms must be filled out in their entirety. Incomplete 10Ar'� - 6 a 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:ma"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:maryiotto@yahoo.com DESIGN PROFESSIONAL INFORMATION: Name:Jonathan Paetzel Mailing Address:5175 Route 48, Mattituck, NY 11952 Pnone#:631-209-2410 Email:jonathan@mplastudio.com CONTRACTOR INFORMATION: Name:TBD Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION iiiiNewStructure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $35,000 Will the lot be re-graded? WYes ❑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 liiNo IF YES, PROVIDE A COPY. B 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 By(print name):Richard N Kallch & Mary V Kallch ❑Authorized Agent ligOwner Signature of Applicant: Date: lip f Z l STATE OF NEW YORK) SS: COUNTY OF v gbengduly sworn,deposes and says that(s)he is the applicant el (Name of individual signing contract) abovlamed, (S)he Is the L ' (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 _ day of '] , J ,20 � - a try Public IBETSYA.PERKINS Notary Public,State of New York PROPERTYWNER AUTHORIZATION No.O1130636 (Where the applicant is not the owner) Co Qualified In Suffolk County fission Expires July 18, 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 7y 3-� WV216 KALICH RESIDENCE 4660 Blue Horizon Bluffs Peconic, New York �o �Q�Q�� WELL g J -0- COO N/O/F SRENNAN ALBANO / \ ` WELL IMPROVED marshall poetzel / 4 LANDSCAPE ARCHITECTURE ADJACENT SHED PROPOSED IA SEPTIC SYSTEM+ATL 5175 Route 48 t3s1 / NEW WELL+ WALKWAY SYSTEM ABSORPTION TRENCHES S�. Mattituck,NY 11952 WATER LINE PROPOSED 4'H.GATE+ WITH EXPANSION TRENCHES �G �O _ _ WATER WALL+PATIO OUTDOOR FENCE TO BE NYS POOL EXISTING (REFER TO SANITARY PLAN BY S.L. 70O- — — — -- _ _ LINE SHOWER CODE COMPLIANT LAMP POST MARESCA ASSOCIATES) phone: (631)209-2410 �P TOA -(36) _ — � 321 �. fax: (631) 315-5000 O - W = w - _ _ EXISTING TREE G O email: mailQmplastudio.com - - -"-_-- .-- - -- _ TO REMAIN(TYP.) T ,c _ ------- - - - ��`� PORCH N N a ; . C - - - - - - - - -- - - - - ARCHITECT: O / PORCH WINDOW WELL - Adam VOlosik Architect J TEST PROPOSED 11'X 75'POOL _ �/ PROPOSED CABANA _ - - - - - � - - - - - - ° 528 South Harbor Rd -10 0 O, HOLE COPING ELEV:30.34' ON&ADE SFE:30.6' STORAGE _ _ _ �� o� . �� RAISED TERRACE RESIDENCE (SEE DETAIL 2+5) pg7(a GARAGE C - - - - - _ - Southold, New York 11971 FFE:27.0' C - - - - - - — � �/ o/ �PATIo FFE:25.0' - I Office: (631)806-2537 '� Q FFE:38.25' ^zw W j -- - ENGINEER: / �/ `�__ _______- o S.L. Maresca Associates Consulting Engineers GO , — — — — — — — N `` / — — - — - - GRAVEL DRIVEWAY ' — — — — — — — — — 9 ( 1 188-04 W.Montauk Highway bw _ •q�,. _ o _ _ _ M. Hampton Bays, New York 11946 / PROPOSED 4'H.GATE+FENCE TO BE Z PROPOSED 4'W.X 8'D.SPA BACKWASH DRYWELL Z PROPOSED V X 11'SPA 40 � NYS POOL CODE COMPLIANT PIPED WITH 4"SDR 35 DRAIN PIPE TO POOL COPING ELEV:30.34 SURVEYOR: / EQUIPMENT LOCATED IN BASEMENT OF'RESIDENCE' q (SEE DETAIL 2+4) Twin Forks Land Surveying / EXISTING ELECTRICAL PROPOSED TX T SPA to LD 188 W Montauk H E3 TRANSFORMER+BOX SURROUNDED BY RAISED (SEE DETAIL 1) PROPOSED 8'W.X VD.POOL +SPA BACKWASH DRYWELL Hampton Bays, NY 11946 / TERRACE CONNECTED TO PIPED WITH 4"SDR 35 DRAIN PIPE TO POOL+SPA EQUIPMENT EXISTING UTILITY POLE+ PRINCIPAL STRUCTURE N/01F LOCATED IN CRAWL SPACE OF'POOL HOUSE' I Office: (631) 369-8312 OVERHEAD WIRE(TYP.) COPING ELEV:38.0' CHARLOTTE (SEE DETAIL 1) j (SEE DETAIL 2+3) DICKERSON IMPROVED EXISTING ELECTRIC METER WELL — — — — r °_ - - - TEST HOLE NO SCALE TEST HOLE PERFORMED BY SITE DATA: PRECAST CONCRETE L MECHANICS DRILLING CORP. 04.02.21 DOME EL.±36.0 _ .52 RCA 0 0 Lot Area: 62,472 SF (or 5434 acres) SDR 35 V GRAY W/BRN.SILTY INLET PIPE SEE PLAN FOR GRADE SAND,C TR GRAVEL, CONCRETE PIPE SIZE TOP OF DRYWELL 2-0 MAX (SEE PLAN FOR (SM}(FILL 7 SDR 35 PVC ELEVATION) BACKFILL 3'-0"MINIMUM b"X b"TILE FACING BRN.SILTY FINE SAND} 1 0 OVERFLOW PIPE ❑ ❑ ❑ ❑ ❑ AROUND DRYWELL WITH #4 STEEL REINFOFCED WATER LINE (SM)(6) SEE PLAN FOR ❑ ❑ ❑ ❑ 1 4"-1 "MEDIUM COARSE a T-0"MIN 3'-0"MIN 2.0' PIPE SIZE DEPTH <5'-0" >5'-0" a 3" RAISED TERRACE RAISED TERRACE BRN.FINE SAND,TR. NOTES: ❑ ❑ ❑ ❑ ❑ SAND/GRAVEL a :' • . ATTACHED TO HOUSE WATER LINE TO LITTLE SILT ATTACHED TO HOUSE HORIZ. 10o.c. 1o"o.c. (SP-SM)(6} 1. Existing conditions based on survey ❑ ❑ ❑ � ❑ PRECAST CONCRETE •_- STORM DRAIN RING • • . GRADE - - - ---- ° 2.5' SEE PLAN FOR DEPTH VERT. 10"o.c. 5"o.c. - - prepared by Twin Forks Land Surveying ❑ ❑ ❑ ❑ ❑ o ^ ° BR TR. SILT N.FINE ND, dated March 19,2018. GLASS RAIL NOTES: FLOOR 1o"o.c. EACH WAY .a O °o 7'-D" TO CODE 2. This drawing is for the purpose of ❑ ❑ ❑ P a SEE TYPICAL GUNITE WINDOW WELL TO RESIDENCE ❑ ❑ ❑ ❑ 4'-0"MINIMUM PENETRATION INTO RATEABLE SOIL. W (SP)(3b) obtaining permits only. NOT FOR ❑ (3)#4 BARS CONT. • w o o POOL WALL SECTION BASEMENT FLOOR 4.0' B0 DETAIL ° CONSTRUCTION. ❑ ❑ ❑ 25'-0"MAXIMUM DEPTH BELOW GRADE BOND BEAM ALL - a AROUND TIES 10"o.c. , SCHEDULE 4 �O LT.BRN.SAND, 3. Unauthorized alteration of this plan is a 2'-0"MINIMUM ABOVE GROUND WATER #4 BARS M a- ° TR. GRAVEL,SILT violation of NYS Education Law. 2'-0" PNEUMATICALLY • MARBLE DUST FINISH ° � (SP 3b )( ) MIN SEE PLAN FOR WIDTH 2'-0"MAXIMUM ACCESSCHIMNEY(IF NECESSARY) APPLIED CONCRETE ° d a GROUND WATER LINE RADIUS VARIES CTO 24" �. ° ANILT.BRN.M-F SAND, NON-RATEABLE SOIL THICKNESS OF WALL a TR-GRAVEL,SILT, DRYWELL TO BE INSTALLED AS PER STATE AND VARIES 6"TO W MIN. ON SHALLOW END a4 COARSE SAND REVISIONS MIN LOCAL CODES a 25"AND UP ON DEEP END ° . 4 a a (SP)(3b) ° a 11°' DATE DESCRIPTION !. •. ° ° BRN.SANDY CLAYEY -- CLEAN MEDIUM SAND AND GRAVEL-RATEABLE SOIL SILT,TR.GRAVEL COARSE FILL PREPARE SUBGRADE AS REQUIRED (ML)(5b) 13.0' BRN-SILTY F-M SAND W/FINE SAND, C)4RICAST CONCRETE DRYWELL 2 TYPICAL GUNITE POOL SPA WALL SECTION a3 7'x 7 SPA PROFILE WITHIN PRINCIPAL STRUCTURE ELEVATED TERRACE LITTLE SILT )(3b) PERCHED SM 18.0' Section Not to Scale Section Not to Scale Secton Scale:1/2"=i'-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 I (SP-SM)(3b) 25.0' 1DSC �O an a r/p c . - COVER BOX FOR L E G E N D AUTOMATIC COVER r"- WATER LINE -- PROPERTY LINE 027A N� �O PATIO WATER LINE PATIO PATIO PATIO rF ° 1'-6"X 6'-0" 4 SWIM OUT BENCH _ TITLE: o EXISTING TREE TO REMAIN 4 SHALLOW END `O 5'-0" SEE TYPICAL GUNITE ° M POOL WALL SECTIONa DETAIL+STEEL - a - SCHEDULE fO DEEP END 9 4 4 -(5)-- - EXISTING CONTOUR POOL + S P A i� ° SEE TYPICAL GUNITE 60 4 ° a POOL WALL SECTION PREPARE SUBGRADE EXISTING WELL PERMIT DETAIL+STEEL 4 AS REQUIRED D' a SCHEDULE _ EXISTING UTILITY POLE+ SITE PLAN OVERHEAD WIRE(TYP.) ri 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 PR FILE ADJACENT TO POOL CABANA 04'=x 75' POOL PROFILE H4_ � Section Scale:1/2"=F-0" Section Scale:1/4"=1'-0" TEST HOLE Scale: 1"=30'-0" DRAWN BY: A.FOX P P CHECKED BY: J.PAETZEL,RLA DATE:202 1.11.09 REVISED: SHEET 1 OF 1