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Home My WebLink About46404-Z Town of Southold 4/19/2022 a P.O.Box 1179 0 v' �F 53095 Main Rd 01� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42999 Date: 4/19/2022 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 625 Cedar Dr S, East Marion SCTM#: 473889 Sec/Block/Lot: 31.-3-11.5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/26/2021 pursuant to which Building Permit No. 46404 dated 6/10/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory inr�gunite swimming pool fenced to code as applied for. The certificate is issued to Divine Homes LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46404 2/27/2022 PLUMBERS CERTIFICATION DATED l Authorized Signature o�suFFot,�� TOWN OF SOUTHOLD BUILDING DEPARTMENT H x TOWN CLERK'S OFFICE "may 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#: 46404 Date: 6/10/2021 Permission is hereby granted to: Skuludis, Demetrios 228 Mill Spring Rd Manhasset, NY 11030 To: Construct in ground gunite swimming pool as applied for. At premises located at: 625 Cedar Dr S, East Marion SCTM #473889 Sec/Block/Lot# 31.-3-11.5 Pursuant to application dated 5/26/2021 and approved by the Building Inspector. To expire on 12/10/2022. Fees: SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $250.00 CO- SW 4 IING POOL $50.00 Total: $300.00 Building Inspector pF SOUl�®l o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 ® �Q sean.devlinA-town.south old.ny.us Southold,NY 11971-0959 OIyC®UNT�,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Divine Homes LLC Address: 625 Cedar Dr S city:East Marion st: NY zip: 11939 Building Permit#: 46404 section: 31 Block: 3 Lot: 11.5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Pro-Line Electric License No: 32279ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Commerical Outdoor X 1st Floor Pool X New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks 1 Disconnect Switches 4'LED Exit Fixtures Pump 1 Other Equipment: Pump 220GFI, Heater 220GFI, Lights 120GFI on 100W Tranny Notes: . Pool Inspector Signature: Date: February 27, 2022 S.Devlin-Cert Electrical Compliance Form y�00f SOUTyO - - # TOWN OF SOUTHOLD BUILDING-DEPT.- 110 UILDING DEPT:110 765-1802 _ INSPECTION ['Vj FOUNDATION 1 ST T ' [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] -INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O R A KSpa -: w i S , DATE 10 00 INSPECTOR o �o� F SOGjy�� # * TOWN OF SOUTHOLD BUILDING DEPT.- °`ycourm��' 765-1802 INSPECTION ' . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION-2NDVFINAL NSULATIOWCAULKING ] 'FRAMING /STRAPPING Pejo l� [ 1" FIREPLACE & CHIMNEY [ '] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]" FIRE RESISTANT PENETRATION -[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ PRE C/O REMARKSt& Wfe: v) sw 4C6 as/ ✓i 016 011 4AIIDIVOD" (p dt"t l _ v,V-:,.L cid _ Si DATE. INSPECTOR Thank you (.. ti� .` •' ' •.�! ;,�; � ,� }� it v �r� � � 3 '-i�-�s • �� [S � 1■ a7.1�' 'A�':ir� } y �� is I r�fl` 1 F1 ,. , r,,. g i ,kir.: _/'"`L �• ;#`�`.X . , ..1.r may' ,! �tY�4Mit ;. �_`..; y ti :(•` i ` ~ E 1. �. Y.. 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"�I.rx� i.�77'IS�� ?�U��'ii J" 1 '74. 4 5, 2622 at 6:47:49 P 435 Cedar Dr East Marion NY 1193 United State { l C e i i f i i i a 6 . 435 Cedrff or East Marion ` United r 10 8 p , 2622 at 6 :494,9-P 435 Cedar Dr East Marion NY 1193 U n ited State _ � Y ' !r 3r ' # rt ` 4 i V y I w 1 `7 M r' 1 ,.Y r t• � e 12 FIELD INSPECTION REPORT. COMMENTS °l Yl it✓�i e � � � � FOUNDATION(IST) g!& i,rw w Q ------------------------------------ In � .FOUNDATION(2ND) m O ROUGH FRAMING& l PLUMBING H LA INSULATION PER N.Y. y STATE ENERGY CODE VIA ✓. IV div A/ Ph V 6R i FINAL. v . ADDITI NAL COMMENTS. . 7 6 b r l—� -e rM 11 - V\Z rn 0 H C� y 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 https://www.southoldtownn gov Date Received APPLICATION I IPERMIT r i 1 1_r:_11 9 �� - I .. ,1 -' For Office Use Only — r— �' t PER NO. Building Inspector: } ; i MAY 2 6 2021 Appllcat�orts aidorrns mist be frlled aut in their entirety Incomplete �� ppllcatiotis wlnot be accepted Where�the Applicantsowner,anT'? , " ,¢ , , Oarner' Authoriization form(Page 2j shall be coinpletetl k f e y, Date: 5 l•Q ZO 2 l�l� Tyr. � � a Name: DIVINE tfOMC LLC SCTM#1000- Project Address � � S'OV'r H,L ST M /on> Phone#: �Email: �V//5�� .�=�}L�.c✓�:��_X�PLLC: 1� !� Mailing Address: —I �' V �"t_I (..(.. D� C E!7T_._ +- lv J 2.• ■/ /1y �i�y( �1s - Vg��J'i�'�I�Ylfl�l�{} Name, Mailin Address: — . _ MailingAddress: �.�- N X Cl- _1. V_.0 2.1 U A-7J, _I J 1 Phone#: Email: �ESIt.71N __ ,r"-D-U— PR NAsL:INEQRMAT10111 Name:.. Mailing Address Phone#: l�� Q_ Email: ry/�4_ CONTE'A"k INf0k, Name: Mailing Address: Phone#: �.( � � — r , Email: N (A �GSLI��I' II�A�,gi e" A\ POSIEO COAMSTIY..0 []NewStructure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: E/Other $7.J. O0 Will the lot be re-graded? ❑Yes dNo Will excess fill be removed from premises? es ❑No 1 aPRQPERTY1NFdRMAT10N Existing use of property: Intended use of property: R(qS1& Lj"Q/ Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ZNo IF YES, PROVIDE A COPY. L7:di k-box After Reading`:The owner/coptragtor/design professional is responsible for all drainage and stonn:water issues ss provided by Chapter 236 of the Town Code.'APPl1CATION IS'4REBY MADE to3he Bmlding Departmentfor the issuance of a Budding P"ifpursuant to tfie Building zone'.: 6rdinance of the,Tcwn of Southold,Suffolk,County,New York and dthee!, icable'Laws,Ordinancesor'Regulatlofie for'tf a construction of buildings',;, add fions,alterations or forreCnoval or demolition as herein described The apphcant agreesto,comply with all apphca4Ce laws,ordinances,bUil&' code, _. housingxode and.reguiations'and to ad nit.authorized m'spectors-pn premises and%n 6'uilding(s):for necessary inspections..false statements made ez herein are pU!*ha& asa Class,A misdemeanor pursuant o 3echon 2l0 45 of the New York S3ate Pena_Lainr Application Submitted By(print name): �,0t2 13/Authorized Agent ❑Owner Signature of Applicant: vl,�,, Date: - jig 12/ f STATE OF NEW YORK) SS: CO U NTY OF SU FFP.tG ) AfPJ,%\ 1 CP" '(01'L being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contracta,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 of 20V 1j2Z Notary Public Monih-11ty�t� MMYRUJIC'UMOFIGWYORK PROPERTY OWNER AUTHORIZATION IM&UONW01iMM92W (Where the applicant is not the owner) �grlt°�Ca ► I,— .ftL1 WI FrN residing at Co-7 /1- UJ tl U' R ILLI LL 2.0 _ Q� ,ftj N ff:) INy do hereby authorize An V=A8 N ICON 102 to apply on my behalf to the Town of Southold Building Department for approval as described herein. JOSE/ P4 V-a r l�&J 5 l Owner's Signature Date DS _P [i (CAU 140 Pri wner's Name 2 NYSIF New York state Insurance Fund 8 CORPORATE CENTER DR,2ND FLR,MELVILLE,NEW YORK 11747-3166 I nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) A A A A 461989045 r f NORTH FRANKLIN BROKERAGE 13 NORTH FRANKLIN STREET m . ` HEMPSTEAD NY 11550 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER CUBIAS CONSTRUCTION CORP TOWNOF SOUTHOLD 76 GARDNER AVE 53095 ROUTE 25 HICKSVILLE NY 11801 PO BOX 1179 1 11 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE H2462 539-4 879829 01/24/2021 TO 01/24/2022 4/16/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2462 539-4, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:NWWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT NOEMI LOPEZ TORRES CUBIAS CONSTRUCTION CORP ONE PERSON CORPORATION THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND cf DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:964417179 v BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a@southoldtownny.gov - seand(cD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 2/25/22 Company Name: Pro - Line electric , INc Electrician's Name: Greg Pilarski License No.: 32279ME Elec. email:office@pro-Iineelectric.com Elec. Phone No: 631 277- 3171 211 request an email copy of Certificate of Compliance Elec. Address.: PO box 762, hanpton bays, NY JOB SITE INFORMATION (All Information Required) Name: Divine Home LLC Address: 625 cedar dr south, east marion Cross Street: Southern blvd Phone No.: 516 439-4020 Bldg.Permit#: If 0Lfemail:jose[h@kalicogroupllc.com Tax Map District: 1000 Section:31 Block: 03 Lot: 1.1.5 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): pool electric Square Footage: Circle All That Apply: Is job ready for inspection?: YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑� NO Issued On Temp Information: (AII information required) Service Size❑1 PhF-]3 Ph Size: A # Meters Old Meter# F1 New Service[]Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground LateralsF11 2 F1 H Frame Pole Work done on Service? Y FIN ti4nr i7tnfof-.tl i� -' MAR m 2022 PAYMENT DUE WITH APPLICATION UO T. 01 SURVEY OF PAGE 1 OF 2 ZL LOT 34 SWELL MAP OF TEST HOLE+ HIGHPOINT AT EAST MARION CR Soo, 33.Ot SECTION TWO •�S FILE No. 7755 FILED JULY 13, 1984 SITUATED AT EAST MARION CESSPOOL TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S. C. TAX No. 1000-31-03-11.5 SCALE 1"=40' 2N °3Wo°° OCTOBER 23, 2007 SEPTEMBER 17, 2014 ADD PROPOSED HOUSE 1,0`f \'/' E F' N Ct�A vNK NOVEMBER RCH0,82 15 REVISED SITE PLANE D SITE N TEST HOLE DATA FEBRUARY 10, 2021 REVISED PROPOSED HOUSE FS (TEST HOLE No. 4 AS SHOWN ON FILED'MAP) \ . D d: o AREA = 40,669 sq. ft. 20 +1 pp `per TOPSD< 0.934 ac. + ` \ s C x 9 LOAM CERTIFIED TO: DIVINE HOMES LLC / � ;00 ` oC, SANDABSTRACTS, INCOPORATED � /`` •�I - \ W A S FIRST AMERICAN TITLE INSURANCE COMPANY 563-S-15198 Wjp. �, �� \\ ms s. nay ��,o pp NOTES. \ F'•iii:•iy \ O1. ELEVATIONS ARE REFERENCED TO NAVO 1900 DATUM 50. 1., \ ✓ ?4in:iti O EXISTING ELEVATIONS ARE SHOWN THUS: 0 \ r O O (, n� tT PROPOSED ELEVATIONS ARE SHOWN THUS: 41.0 • , nn \ 32'� Y'.ii. @ I •� EXISTING CONTOUR LINES ARE SHOWN THUS: ————50——— • "NX., EL` 'l� p, —� a,12A I 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 4 BEDROOM HOUSE 15 1,250 GALLONS. HONEST DFOMIED a ii?ii' p c•' t„ tea' MINIMUM TANK: B' D . X 4' LIQUID DEPTH '••••••0• Q 1.0 ?�,:?;i;� v 4o TEST WELL S DIA. MINIMUM LEACHING SYSTEM FOR A 4 BEDROOM HOUSE 15 300 •q ft SIDEWALL AREA. • . : 'A :.:iii :•i:i;;::`i; ";i:}}?`' Q 1 POOL: 5' DIA. X 12 DEEP 33,0 .. :::::•:.{� '`•;;;.; .:•:ii'iti}i;.r•:: :r' A SET •. a,•• \ erir••@+'�•F!. +3 tJ+:.:�•Q ;:;:}};:.�0••'•••••• \ $I• WOOO PROPOSED EXPANSION POOL �," • p \ ( .•••�'':;•;:•;:•. •''•::•..;.. \ \�� ®PROPOSED LEACHING POOL A ; \ ',:?{�3` 'iii. `:" \ ' p�PROPOSED 1,250 GALLON SEPTIC TANK ••: \ _ h ,•...;� O':•iii..'•i'iiiii:�QlQ 325 t S� ��. � ::,• \ � ::........:.....:??�+'•• \ \ �• 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 5. LOT COVERAGE: %� �� \ ROOFED AREA (HOUSE, PORCH, DECK) = 2,447 •q. ft. 8.OX OF LOT AREA G .a a' PDOL AREA = 800 • . y •• •" :. �•q' \ DRAINAGE SYSTEM CALCULATIONS: q ff. 2.0X OF L07 AREA \ r.,.y� • �6 � \ ROOF AREA (INCL. HOUSE AND PORCH): 2.075 sq, ff• TOTAL = 3,247 •q. ft. B.OX OF LOT AREA ' � F•t.4:.e:Y � ,• \ �i ` \ 2,075 aq. ft. X 0.17 = 452.8 cu, ft. . :.• \ S� �y' ••%',+ s, \ 352.8 cu. ft. / 42.2 = 8.4 vertical ft. of 8' dia. leaching pool required • K \ Q ,•,� a \ \ PROVIDE (2) 8' dia. X 5' high STORM DRAIN POOLS e.\ `'� .• \ PROPOSED 8' DIA. X 5' DEEP DRYWELLS FOR ROOF RUN—OFF ARE SHOWN THUS: r PREPARED IN ACCORDANCE WITH THE MINIMUM r-` • \ F'i:•i:•:{J STANDARDS FOR TITLE SURVEYS AS ESTABLISHED \ i! :r:i•�� E✓ BY THE LIALS.AND-APPROVELLAND ADOPTED \`�\ a . F:"�:•�• ••�y •'.• \ FOR SUCH USE_ Y� YORK=STATE LAND % :may; +�. \ DRIVEWAY: TTIIF AssocumoN. W� R • . \ a^":'1. •. a. \ \ AREA: 2,285 a ft. pnl y F:•i •:/ q f;a' •.'•'W+ � 2,285 eq. ft. X 0.17 = 388.5 cu. ft. � 388.5 cu. ft. / 42.2 = 9.2 vertical ft. of 8' dia. leaching pool required 3 '' '' :,;?sy+'•+';:N:iia';.,• \ PROVIDE (2) 8' dia. X 5' high STORM DRAIN POOLS WITH GRATE .iw \ PROPOSED 8' DIA. X 5' DEEP DRYWELLS FOR DRIVEWAY RUN—OFF ARE SHOWN THUS: 4. • ••a '••i..,.,;.•,✓ \ J�� Ar � 'r, 6` • ::J✓ n- t"J N.Y.SUc. No. 50457 . 4 �' UNAUTHORIZED ALTERATION OR ADDITION \ '��r.`�"t�2�� J.r7: r S THIS SURVEY IS A VIOLATION ON OF J. "-�„�,� • • ��\\ � �\ \ SECTION 7209 OF THE NEW YORK STATE \ "'Corwin f rp o EDUCATION LAW Nathan Tafit� Corwin III O O!y • �0 L \ COPIES OF THIS SURVEY WAP NOT BEARING \ �0 EMBOSSED SEAL SHALL INKEDTHE LAND SURVEYOIrS •� NOT BE CONSIDERED Land Surveyor _ O y 'S• d• �• Qie. ~\ TO BE A VALID TRUE COPY. y�iy \ Oe O O • spp �� O CERTIFICATIONS INDICATED HEREON SFWl RUN • ONLY TO THE PERSON FOR WHOM THE SURVEY ' .• " �,�0 GJ 6 PREPARED.AND ON HIS BEHALF TD THE TILE COMPANY.GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON,AND TO so" a TUTIONE CEPH flGONS ACRE NOTDINGAIN�BLE. PHONE (631)727-2090 Fax (631)727-1727 V � o '• p THE EXISTENCE OF RIGHT OF WAYS '�tYrL ANO/OR NOEASEMENTS SHNOWN ARE FNOT GUDARANOFFICES LOCATED AT MAILING ADDRESS ANY TEED. 1586 Main Road P.O. Box 16 ••a i Jamesport, New York 11947 Jamesport, New York 11947 r STORMWATER MANAGEMENT NOTES: 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION PAGE 2 OF 2 MATERIALS SHALL BE CONFINED TO OF CLEARING IT _ - AND/OR GROUND DISTURBANCE HOWNEONMTHE APPROVED PLANS. DETAILS 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, STEEL OR WOOD LOT 34 A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF EXTRA STRENGTH FILTER FABRI POST 0YP.) U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING REO'D. WITHOUT WIRE MESH SUPPORT MAP OF AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS 10' MAX. O.C. SPACING HIGHPOINT AT EAST MARION OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL W/ WIRE SUPPORT FENCE DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS 6' MAX. D.C. SPACING SECTION TWO TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE W/0 WIRE SUPPORT FENCE •..• :•• FILE No. 7755 FILED JULY 13, 1984 '•• ^•�I•_.�---rte SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE .: ; :. :,•,.:,:;;; SCREEN IS REMOVED. ;,;'..�:, ;•:• SITUATED AT 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, ""':•''•t FIWW A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL `, ';' �� EAST MARION BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES TOWN OF SOUTHOLD SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS TO UPSTREAM SIDERIC OF POST ECURELY SUFFOLK COUNTY, NEW YORK NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED S.C. TAX No. 1000-31-03-1 1.5 AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES �� a� SILT FENCE DETAILS NOT TO SCALE SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED Nor TO OCTOBER 23, 2007 UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. SOME 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. SEPTEMBER 17, 2014 ADD PROPOSED HOUSE 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. NOTES SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO NOVEMBER 16, 2014 REVISED SITE PLAN 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER MARCH 20,_2015 REVISED SITE PLAN ON THE PROPOSED RESIDENCE. EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED FEBRUARY 10, 2021 REVISED PROPOSED HOUSE 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS OFF—SITE TRANSPORT. OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. 36' HIGH POLE (MAX.) 50' MIN. 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE STEEL OR WOOD POST I OR TO BE SUFFICIENT TO SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW KEEP SEDIMENT ON SITE IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF Flow HAY BALES 2"x2" STAKES I HAY BALES AND/OR FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, (TWO EACH BALE) I SILT FENCING WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE FLOW a VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO COMPACTED GRADE W TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING BACKFILL PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION DRAINAGE ; . AND GROWTH. ':r;. S a INLET z 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA a -------- --------------- - i a.*. 0 VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER THAN 1 SQUARE FOOT IN SIZE. 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR 4' x 6' TRENCH SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF �� W/ COMPACTED OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO BACKFILL BALES TO BE SET THE ROAD. A NON—LOAM BASE MATERIAL, SUCH A5 CRUSHED STONE, GRAVEL, IN 4" TRENCH OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR ELEVATION I SLT F�HNCSNANO/OR r CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. TRENCH DETAIL (NOT TO SCALE) SAYBALE BARRIER ® INLETS (NOT TO SCALE) PLAN VIEW NOTE TO BE USED WHERE TOPSOIL IS NECESSARY FORS REGRADING & VEGETATING DISTURBED AREAS. 1. AREA CHOSEN FOR STOCKPILING OPERATIONS TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE SHALL DRY AND STABLE. I ROAD I c c VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE 3. UPON COMPLETION OF 501E STOCKPILING, EACH I HAY BALES AND/oR PILE SHALL BE SURROUNDED WITH EITHER SILT TYPICAL STORMWATER UNIT SILT FENCING STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH (TOPS TO BE TRAFFIC BEARING) I /GONMRUCTION WrRANCE BASE OF APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. COMPACTED 3/4 STONE BLEND AND REQUIRED PERIOD OF USE. S. D 2 (NOT TO SCALE) OR FILL TOMIN.ABOVE EXISTING SLOPE OR LESS CAST IRON INLET FRAME do COVER (FLOCKHART/63518 TYPE 6840) GRADE TO ALLOW FOR DRAINAGE 1 FINISHED GRADE OR 6'THICK REINFORCED CONC. COVER CROSS SECTION STABILIZE ENTIRE PILE y y y y B'TRAFFIC BEARING SLAB—\ —0. WITH VEGETATION OR COVER max.) TEMPORARY CONSTRUCTION ENTRANCE (NOT TO SCALE) PIPE FROM ROOF CUTTERS 'k y y y y NV y y CRUSHED 3 4'— 1-1/2' STONE o ALL AROUN y y y y y y y y y 9 y y y y y y y y y y y LEACHING RINGS REINFORCED PRECAST T CO4NC. 3'-0' 4000 P51 ° zB DAYS 3._o. y y y y y y (min.) min) Nathan Taft Corwin III � y y y y y y y Val ,�� Land Surveyor Successor To: Stanley J. Isaksen. Jr. L.S. Joseph A. IngegnoLS. GROUND WATER / STRAW BALES OR SILT FENCE Title Surveys — Subdivisions — Site Plans — Construction Layout i; PHONE (631)727-2090 Fax (631)727-1727 SOIL STOCKPILE rs � 7 a OFFICES LOC470 AT MAILING ADDRESS � !� 1586 Main Road P.O. Box 16 (NOT TO SCALE) �1Aff1»41NiY.S.1 ic. No. 50467 Jamesport, New York 11947 Jamespott, New York 11947 OCCUPANCY OR APPROVED AS NOTED USE IS UNLAWFUL DATA: :ia B.P. WITHOUT CERTIFICATE FEE: ov�dY: NOTIFY BUILDING DEPARTMI- >:T AT OF OCCUPANCY 765-1802 8 AM TO 4 PM THE FOLLOWING. INSPECTIONS: 1. FOUNDATION .--TWO REQUIRED FOR POURED.-:CONCRETE 2. ROUGH-•:FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST "IMMEDIATELY" BE COMPLETE FOR C.O. j ENCLOSE-POOL TO CODE ALL CONSTRUCTION SHALL MEET THE UPQN COMPLETION REQUIREMENTS OF THE CODES OF NEW BFRh ER" "WRY ...... .,r.: ., YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. RETAIN STORM WATER RUNOFF COMPLY WITH ALL CODES OF PURSUANT TO CHAPTER 236 NE-!. YORK STATE & TOWN COLE OF THE TOWN CODE. AS REQUIRED AND CONDITION, SOUTHOLD TOWN ZBA - SOUTHOLD TOWN PLANNING BIDA SOUTHOLD TOWN TRUSTEES mow-tau rEquiRW N.Y.S.DEC 4 bp- , 0 z L T o Q B N 33'-8" Z N L0 Ct } 0 m z J � W �U ¢o I I nT JW RETURNcn I .. coII ® I II Jr co Z I. 4'-0" L 0 Z ' I z a. 1.0a 0 w w w O O O L ..: I o v L— z IS'-0" X 32'-0" � C J `n o BRAIN j (L u� v in `o 8'-0" `� 12'-0" 12'-0" I I I .. � ;, �, I dBRAIN I ,. .I U I' I 1s o} MM � 0. y�zNN Lu- LLi En O�NN H 4-1 U W�M M a. 3>- Nt�u- f.. J) LIGHT LIGHT LIGHT SIU R SKIMMER _.---...,. p F..ISI E�j Y o IL v /� iv IlJ 41'011 41"011 ol 0" 32'-0" Joll A 990 SSIONP�. . POOL NOTESLu 1-ALL GUNRE SHALL HAVE A MIN.28 DAY SfRENGHT OF 4,500 PSI. 2-STEEL REINFORCEMENT SHALL BE GRADE 60 CONFORMING TO ASTM A615 P O O P 1. A N 3-WELDED VARE FARC REINFORCEMENT SHALL BE COLD DRAWN CONFORMING TO AST 185 1 7-ALL WORT(SHALL.BE IN ACCORDANCE VMH THE LATEST ACI CODE SCALE:1/4" - Y-0" 8-LEGS OF REBAR ACCESSORIES SHALL.BE PLASRC TIPPED.ALL SNAPRES AND WALL PENETR WNS 9-SHALL BE CLEANED&GROUT REPAIRED TO PRELUDE CORROSION 10-ALL DIMENSIONS GIVEN SHALL.BE CONSIDERED A MIN.CONRTIICTOR MAY INCREASE TO PROVIDE FOR DRAINS&COPING 11-ENGINEER CONTROLLED INSPECTION REQUIRED �> 32'-0" 0, O z 0" S'-0" 12'-0" 12'-On n a' c\j TOP OF wAT AN W c%1 ZN POOL `r j/� Q } o \/ e I8'-0n X 32'-0' W Z j\ ice//%\/%\\�%\//%\\//% � Z SECTION A Lij 1 SCALE:1/4 V-0" Z W U 0 E 10 Lu w w a U H z a N o co 12" COPING 12" COPING SAND R R CLEAN L� %�• ; • 5X5 TILE 5X5 TILE .*••., ///\� CLEAN F� �,\\\ \ TOP OF WATER--J W 10" X 10" P.C. 04 REBAR FOR 04 REBAR FOR I''/ / 10" X I0" P.C. c �'N BEAM �/� WIDTH OF POOL WIDTH OF POOL \j\ BEAM _ _ v�a W,� I / - OF N / 4 REBAR 6 12Iw O.G. 4 REBAR a 12 O.C. z E Lu "o � � /� � N N EACH WAY I0 O 11 EACH WAY %/ P �N v Y - - o .� Z 0,4 M MARBLE DUST _ 18'-0" X 32'-0" MARBLE DUST �/ _ CO. Q� - u '� �` i ELu n ce tO t0 Lu u: I" G NITS ao l" GUNITE : . \\� cn m 14. 059905 $SIO�p� MAIN DRAIN ��// a STONE OR SAND BASE STONE OR SAND BASE \//JL \//� N. POOL NOTES w 1-ALL GUNK SHALL HAVE A YIN.28 DAY STRENGITf OF 4,500 PSI. 2-SM REINFORCEMENT SIW1 BE GRADE 60 CONFORMING TO ASTM A615 3-WELDED WIRE FABRIC REINFORCEMENT SHAL BE COLD DRAWN SEC 2 T 1 O N B 7-ALL WORK SFI1ALL BE IN ACCORDANCE WRH THE LATEST ACI CODE CONFORMING TO AST 185 8-LEGS OF REBAR ACCESSORIES SHALL BE PLASTIC TIPPED.ALL SNAPRES AND WALL S C A L E:3/8' = P-0' PENEIRATIONS 9-SHALL BE CLEANED&GROUT REPAIRED TO PRELUDE CEM W 10-ALL DIMENSIONS CHEW 5f1ALL BE CONSIDERED A MIN.CONLRACTOR MAY INCREASE � TO PROVIDE FOR DRAINS&COPING 11-ENGINEER CONTROLLED INSPECTION REQUIRED