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HomeMy WebLinkAbout52361-Z ��pFSe�jyo TOWN OF SOUTHOLD ~° BUILDING DEPARTMENT • SOUTHOLD, NY y� 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#: 52361 Date: 10/15/2025 Permission is hereby granted to: Harry loannou 102 Boulder Rd Manhasset, NY 11030 To: Construct an inground swimming pool accessory to an existing single-family dwelling as.applied for. Premises Located at: 635 Stanley Rd, Mattituck, NY 11952 SCTM# 106:8-14 Pursuant to application dated 09/11/2025 and approved by the Building Inspector. To expire on 10/15/2027. Contractors: p f a� ` ,� O IVA Required Inspections: Fees: SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $300.00 CO Accessory Structure $100.00 Total S400.00 Building Inspector FIELD INSPECTION REPORT DATE COMMENTS ■o FOUNDATION (IST) O� ►-3 ------------------------------------- FOUNDATION (2ND) ' z C?J� ROUGH FRAMING& V PLUMBING iS1 .S 00 4 r INSULATION PER N.Y. STATE ENERGY CODE FINAL ADD TIONAL COMMENTS I- - S — — z m -- — — k c � 0 — x - d b v,"osuFF �K�o TOWN OF SOUTHOLD—BUILDING DEPARTMENT o Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 '.y • o� , Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownnygov Date Received APPLICATION FOR BUILDING PERMIT C For Office Use Only I D I 5a3 1 PERMIT NO. Building Inspector: � g S�P ! 2025 Applications and forms must be filled out in their entirety. Incomplete applications will not be acce ted. Where the Applicant is not the owner,an `P'I�:�1:`�� PP P PP Owner's Authorization form(Page 2)shall be completed. Cf-E;p .rTt5>^ s Date: - OWNER(S)OF PROPERTY: Name: �- i�" �� �,� SCTM # 1000- J 0 & — S � �-{- Project Address: 6A5 S'(+rV L y k6:.ti ' j'►'1/tz T) 7"L14, IV'( Phone#: 9 / T -510 3'DSD Email: H lo A rid NO w 2C �01A I L, c� Mailing Address: I() ��r�--�C ) rvI-,+:�&A 67 ivy ! 3.3 CONTACT PERSON: i �,n Name: � � 8w�' j�7 �i11 Y V (VL),/ Mailing Address: 10 u(-i l_-o W_ nA- f(--7 fV/ Phone#: �i 17 5 ' 90 Email: I� %®,kr'IfIWL1q 2--IC �'�/�'� - . (zj ,✓� DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTORtt AINNFORMATION: Name: �J.�l�`'� �L-�_� Mailing Address: Phone#: Email: DESCRIPTION OF-PROPOSED CONSTRUCTION ew Structure dditiony. ,Iteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other Tno $ Will the lot be re-graded? ❑Yes ❑No Will excess fill be removed from premises? ❑Yes ONO 1 PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ONO 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 Class A misdemeanor pursuant to.Section 210AS of the New York State Penal Law. Application Submitte4(pri e): �I�p� 1 ❑Authorized Agent ❑Owner Signature of Applica CONNIE D:BUNCH Date: Notary Public,State of New York STATE OF NEW YORK) - No.01BU6185050 Qualified in Suffolk County SS: Commission Expires April 14,2 COUNTY OF ) 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 ( day of Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) 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 / u'Awwo Print Owner's Name 2 STAN LEY ROAD I Evistin9 Pavement p N F G• I I S 8T��'QO°z' ••• Prop°see Lcoening Pool �`LEGEND 105.00r ^•/ 6•Min. Stabilizetl Construeuon Enuanc 13'v10'D'am. If '-. EvmUng Groun^�d,J Filter Clotn-/ I NO t'°n°I L., a aq,e,l- SSap System To BOIREv'stingtl �ncrele Waenoul ;1 O C.B Ca-_h COsir Plus Dome I - Zj', ❑ 0 V. Co. valet PROFILE (OP ) - t ~• °Y 1}'EH.Depth MarFco cover •Proposed Trench Oran Hyd 1-ydmnoa 50'Nin. i �• lam - t Light .M. O _ E 0 S.I.D. Surface eel drmn Evisong Ground 10'IMin. - t z U.P. UtHily Poe 1 r, q �• • / W.M. WC:, Meter . JJJJ e \ T C W.V. Wc'er vcNe 12'Min. Erdstb9 p 1 ❑ A/C Air COncit'nner \ 12'INin. Pavement �4`5'00r�f 1 >\/j./�•G Evi,U,g Briek Walk&Wood Porch '(et,' TEST lO L -oP- O move verhead Wires To Be Res PLAN VIEW _ 1 _ BO�RACIT 1 / Proposed Front Sloop >.-- \ C -` 1 v ! Umits of Disturbance Y.D. m r SOR Ezpmisipn Silt Fence /O CONSTRUCTION SPECIFICATIONS ,- u 1. STONE SIZE-USE 2•STONE OR RECLNMED OR RECYCLED CONCRETE EQUIVALENT. � ""rs gl SZQ• O reposed Alternate Treatment E, _ _ G 1 Sanitary Syst<m Y 2. LENGM-NOT LF55 THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE A -1 15�1 t, _ >y�56+•S Pr."..a Basement Dry«en / 30 FOOT MINIMUM LENGTH WOULD APPLY). 0 11.4. rry 13.8. 2.6• 416 Dla. ATLAS LOCATION () °%13t L6 I I 4.6' Pius Damp ]. THICKNESS-NOT LESS THAN SIX 6 INCHES. B (�4'Eff.Depth / Imprai, 07 Proposed Dwelling 4. WIDTH-TWELVE R E FOOT MINIMUM,BUT NOT LESS THAN THE FULL GCE. AT POINTS Water .- p. Prop 9 4 A WHERE INGRESS OR EGRESS OCCURS.TWENfi{OUR 24 FOOT IF SINGLE. Water N( ) ' I Renovation 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING. % Fin.f7r.=58.7 (J 1 I Proposed Sloop 14 �\-y Pmposed Basement Stoirwell S. SURFACE WATER-ALL SURFACE WATER FLOWING OR ONE RTED TOWARD CONSTRUCTION t.i•Ii,N ENTRANCES SHALL BEP ENTRANCE ACROSS THE ENTRANCE If PIPING IS IMPRACTICAL,MOUNTABLEMOUNTABLE vG& MOUNTABLE KERN WITH 5:1 SLOPES WILL BE PERMITTED. 7. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL Proposed D-Ming Mdition - Prvposed Evisong Woad Deck Solid Dome PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBl1C RIGHTS-0E-WAY. Cool Paco To Be Removed / Final grade Precosl Concrete B. WHEN WASHING IS REQUIRED,R SHALL BE DONE ON AN AREA STABILIZED WITH STONE I L_---__ �' AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. Proposed Pergola f _ ■ r To Grade-WlA P� �� I Div/ Cost Iran Cover-II 12'Yin. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. ♦ To.If,Lot Under Paved Area 2♦'May. Q'�I I G DRNNAGE CALCULATIONS SYSIEl1 A 1 pro Min.Sb D-elling Area=2.994.5 s.f. d I I SL>�0.6' - 1 Public d Peril I _ Runol! 2,994.5 s.l.•2•/12=499.1 STABILIZED CONSTRUCTION ACCESS SE.�IEIEa . swatar 3 �� 11w.i 499.1 cu.l./68.5cu.l.perftofring (NOT i0 SCALE) I I _--J Milt. -7.J IL read. oEa � W Proposed A/C units EA.U.9 Driveway Area-1.092.9 s.f. ll.) I a.E I Proposed Water Service Runoff- 1,092.9 s./.•2'/12-162.2 cu.(. - Y.D. m 182.2 cu.f./68.5 cu.f.per ft.of ring Silt Fence 0 - x =2.7,rea•d. Fnon Fabric Precast Colonel, Pool&Pool Pali,Arco-2,477.8 s.(. I ly Open `}�.° •vl 3'Min. Drainage Rings Runoff 2.477.8 s.f.v 2'/12-413.0 eu.f. x y- Proposed GHQ Collor 25'NaA. 413.0 eu.l./Be.5 cu.l.Per/l.0/ring 10'Nin. N 5 I I Po°I P. Fy. 6i, N 6A/L read.-_ _ _ 0 Cabana Are°=340.5 s.f. CRA I6•Min. a �- -�_-_- Runoff-340.5 s.f.v 2'/17-56.8-1. I�' r 9. 56.8 cu.f./58.5 cu.f.per It.of nnq Z = 1 N\ ropose a _ -0.B fl reo'd. L° 4 TNbutory Area-7,045.0 al. �O� Pose r0 -�Cabon / 76'Nin.fence Poll On- Pro d Cabana. Open m (y Runoll-7,045.0 s.f.A 2•/12 A 0.3-352.3 cu.l. / Min. I6•Into Ground Sanitary System " / Grote 5 I 0 352.3 cu.f./68S or.(.per R of ring e =5.t n.rasa. PERSPECTIVE VIEW Proposed Pool Equipmentiz x Y.D. 1,O (n w. Total Capacity Required-21-9 K of 10 ft.Diem.rings 5<5 - -e°�°-> "�•5 '`l (2)Proposed Drywalls"A' Total LoPaciry pre-ea-22 11.of 10 H.Diem.rings SIR Fence -� �` 11'A10'Oil. / 36'Alin.Fenee Post L- Plus Oome Filter Fabric r 11'Efl.Depth 1 L- ROw Unalsturbea Ground r,..... p,.. -, d - J' in, .°•. - - Gmund aeon Metl.C.-Send& Embed FiOar Cloth A�� 16'ufn. rn°. •" p°�n° Waler Gravel Baekfill Under And Ana-d 6'Min. Min.Of 6•In Graand N 88'47'00" W 105.04' Pool(0.3 Nin.[0 1}Sae) \ enetnar.h In Tov Lot Rateable Soil SECTION VIEW d non, d Underlying Send&Grovel Slratd CONSTRUCTION SPECIFICATIONS Pub I a 1. SILT FENCE/FILTER FABRIC TO BE FASTENED SECURELY TO FENCE POSTS Water WITHDRYWELL DETAIL 2. ME ME WIRE TIES I STAR F OL N TWO SECTI ONS OF TER CLOTH ADJOIN EACH OTHER THEY SHALL (NOT TO SCALE) BE OVERLAPPED BY 6•AND FOLDED. 3. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WEN'BULG 'DEVELOPTEST BORING - January 22. 2025 4. POSTS To BE�STEEL TYPE LT 'U'CE.R HARDWOOD. Performed By Slacks Test Boring, Inc. 5. FILTER CLOTH TO BE FILTER X.MIRAFI 100X,STABAUNKA TTI4DN OR ZONING REQUIRED EKISRNG PROPOSED APPROVED EOUAI- Heavy Duty 12'Wide DC lh 6. PREFABRICATED UNIT TO BE GEOFAB•ENVIROFENCE,OR APPROVED 12'Min. Cost Iron Grote - EQUAL Lot Are, 40.000 SF 20,330.6 SF 20.330.6 SF BITE PLAN-GENERAL NOTES. r Classification Of Soil Flom To Povem 1. THE BASED ON fUVR'88. Paving Grovel/Sand G•ound 7.C' 2•of She.:alp Dark B•ow n V<• fire Siu Same Sirc SILT FENCE DETAIL Wit W,atn 150, 105.0' 105.0' 2. THE CONTRACTOR IS TO VERIFY THE EXISTING ELEVATIONS AND LOCATIONS OF Surlace Sends with Some Or n Top al Spoon with Trace--.no (NOT TC SCALE) ALL 11fREAS PRIOR TO THE START OF CONSTRUCTION. See Pavement Concrete9e :o Sma Gravel.(SM�cnics at P 175' 192.Z' 192.2' Detail \ \ Nin.Cancrcte Strcnglh 01 3000 P51 lot Depth 3. LAWN AREAS SAND HAVE A 2R MINIMUM GRADE \\ \ Beetling Layer 2.C' 4.0 Bra«•Voia'Very Fine very Silly Som<Size Sgnds with No LOT COVERAGE CALCULATION: 4. ALL DRIVEWAY AND SITECOURTYARDTO AREAS CONTAINED HAVE A lP MINIMUM GRADE S. RUNOFF FROM THE SITE IS TO BE CONTNNED ON THE PROPERTY AND SHALL Front Yore 50' SD.B' S0.2' NOT RUN ONTO ADJACENT PROPERTIES OR THE ADJOINING ROADWAYS. 4•Min. \ Gravel.(SAP) 8. PANY LACED MADE TO THE DJ I IING ROADWBE AYS RE U INGACC ROM WORK KING Total lilt Area=20.33D.6 s.f. 0.47 ac 4.0HE ' 6.0' 3rowr one Pole Grc Vpis1 Very Fine anc Ver Sill Seme Side rare IS' 24.8' 15.1' Soil y y y y Proposed Arc°: VILLAGE E AS SHIEMEMS.ALL EDGES OF EXISTING PAVEMENT SHALL BE SAW i Siae Sends with No Gravel into M,I,L Very ring and Very Silly D«elfing Area-2,994.5 .1. CUT,ESTURBED AG A NEAT.TRUE EDGE Same Sine Sanas Mi...w„-Lear Silty Cie,with No Grcvel. Both Side Yartls 35' 49.7' }5.7' 7. ALL'DISTURBED AREAS TO BE SEEDED OR PLANTED WITH NATIVE VEGETATION / 4'Mi..' P (SAP/SC) 10 Mil Plastic Lining -,.I.Are°=65ng Pool Area-471.5 s.l. Pergola .5 A. FOR SOIL EROSION CONTROL MEASURES. 6.C' 8.0' gale Lray and Poac Brown Moist Very F:,,and very Silty Woos Frome Securely Basement SW-11 Area-69.6 J. Rear Yard 50' 115.7' 83.6' 8. SOIL EROSION CONTROL MEASURES TO RELWN IN PLACE AND BE MAINTAINED Same She Sa nes wltn'race Leon Silly pays cl lop°I Fastened Around Entire Stoop Area-37.4 J. THROUGHOUT DURATION OF PROJECT AND UNTIL VEGETATION IS ADEQUATELY TRENCH DRAIN DETAIL Spaan In Troce Fine Snag Gr,+el. ISM) Perimeter With Tra Stakes Cabana Ae°-}40.5 J. Lot Coverage 20%NaA. 9.96% 19.9E 9. ALL ARENO510 AND SEDIMENT CONTROL MEASURES,EITHER SHOWN ON THIS (NOT-0 SCALE) _ Total Coverage-4,186.6 Sq.FI. PLAN OR AS REQUIRED BY THE VILLAGE DURING THE COURSE OF 6.0' 1C.C' D.I<Brown-Illy Fine Silly Som e Size Sends with Sell-i SECTION A-A Building Height 35' 16.2' 25.61' CONSTRUCTION.SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH Me-Sama Sue Scenes Tnroughaul wi,n Soma r°a to Total Coverage- 3,979.0 Sq.FL - 19,57E THE CURRENT VERSION OF THE NEW YORK STATE STANDARDS AND Mediam Grcvel.(SAP) 20.330.6 5 FL SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL T«o-Stacked 10'Nin. q' Number of Stories 2 Sbries 1 Story 1.5 Stories 10.TOTAL AREA WITHIN THE LIMITS OF DISTURBANCE IS 17,800 SOFT. 2Al2 Rough I Do' 12.0' °ale Brawn end light Brown r'-c S:'ty Som°S-Sa"os Wood Frome 11,EXISRG SURVEY DATA TAKEN FROM SURVEY PREPARED BY NORTHCOAST CIVIL PVC Frame W.ec«�In line Oean Same Size sands with:race ZONED:Rolla--District R-40 Sma� Grave imo fine Same Size Sands with Trace"ine to IAST DATED OECENBER 20,2024. Sma Crave.(SAP/Sal Stake(Typ.) Grade or Pavinq erne or Paving '7.0' 17.C' -ight Bmw,rtae same Si-Sands weh urine silt, LEGEND' - hmag-a.I wi.Some Fine to"di.,Graael.(SP) A d i". EXISTING CONTOUR LINE PROJECT INFORMATION PROJECT oN P'tCA 17.0' 22 0'Palc Brown. 51 it Sam°Sill Send,11 G with Finc scan 10 Ng PlosOc Oninq DATE 2/7/2025 r.r PVC ea,b same sa<Sanas.ah same-ire m smml Gravel (sM) PROPOSED CONTOUR LINE 150 DRAWN BY: DK Depth As Needed 6• EXISTING SPOT ELEVATION: '�f`= SITE PLAN 22.0' 27.0 mole Brown'ne S'Ity Same Size Sanas Maetl«Hn Fine Clean Same Site Sane wIn Some rine tc S-11 Gravel.ISM) PROPOSED SPOT ELEVATION: 98.82 CHECKED BY: MJR OF PROPERTY Min. 1/B•Per LF 27.0' 32.V fight Brown rine Same size sonar.ilh Same Sills at Top of LIMITS OF DISTURBANCE - • - - - - - - SCALE: 1'=20' Of Pitch Spaan with base line:o Sloan Gravel.(Sty PLAN SILT FENCE •- _-• AREA: 0.47 ACRES YARD DRAIN DETAIL 32.0' 31.0'_igm Bran Fine same She Sanas wan Trace Sul. lop of CONCRETE WASHOUT DETAIL TREES TO BE PROTECTED SHOWN AS: 0 20,330.6 SO.FT. SITUATED: MATTITUCK, NY Spoon-h Trace Rile to S-1 Grcvel.(SP) M CAL Mal 10 SE) (Nor-D SCALE) TREES TO BE REMOVED SHOWN AS: f& DATUM: NAVD'88 SCUM: DIST. 1000 SEC. 106 BILK. 8 LOT 14 NO E"°GROUNDWATER sa11":37,C'ER ENCOUNTERED Mort coast NUMBER OF TREES TO BE REMOVED: 0 SEAL \ !� GRAPHIC SCALE • 20 0 20 4G 80 t20 v'; (!S,l�s civil ('N FEET) 39 WEST MAIN STREET SCALE: 1" = 20' OYSTER BAY,NY 11771 APPROVED AS NOTED COMPLY WITH ALL CODES OF DA .tom B.P# 5z6 1 NEW YORK STATE&TOWN CODES AS REQUIRED AND CONDIMNS OF AD.00 BY:_ , i� Si(1fIt�ID1ZBA NOTIFY BUILDING DEPARTMENT AT 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS! I�I.Y .( r FOUNDATION-'TWO REQUIRED ���� FOR POURED CONCRETE ROUGH-FRAMING&PLUMBING VA INSULATION FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ELECTRICAL ALL CONSTRUCTION SHALL MEET THE INSPECTION REQUIRED REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER OF THE TOWN CODE "IMMEDIATELY' ENCLOSE POOL TO CODE UPON COMPLETION BEFORE"WATER" , New York State Law you Must Call 811 Before You Dig Return Return Return Ledge 5 -0 Hair & Lint Strainer Filter Pump Auto Skimmer O � Water Level a 3, Dual Main Drains Steps of E With Strainer (VGB Safety 10 Min. Act Approved Drains)) 3'-6" Main Drain 8'-0" 2" 2" Return 10'-0" 11'-6» -T- 10'-0" 31'-6" SCHEMATIC PIPING DIAGRAM TYPICAL SECTION Skimmer Skimmer Skimmer (NOT TO SCALE) (NOT TO SCALE) 31'-6" POOL PLAN (k4OT TO SCALE) DESIGN DATA AREA = 472.5 sq.ft. VOLUME = 21,110.0 gal. 12" TURNOVER RATE = 4.4 hrs. Water Level PUMP RECIRCULATION RATE= 80 gal./min. Precast Coping FILTRATION RATE = 2 gal./min./sq.ft. Water Disposal to Irrigation on Owner's Property Water Supply by Owner's Garden Hose ° ° ° 1. YJ Filtration Media Type To Be Either Sand, Cartridge Filter, 1•-6" 6" Ceramic Tile Diatomaceous Earth Or Equivalent. 0 U 6" > GENERAL NOTES X 3 /8 Marble 1. Piping is shown schematically and shall be a" Polyethylene, P.V.C., or ual or as noted. Cont. 4-#4 a # Dust Finish o q 1/4" Ties ® 12" O.C. ° 2. Reinforced steel shall be deformed bars of iintermediate grade billet " steel. All bars shall lap a min. of 50 bar diiameter. 6 Vert. Bars 3. The design is based on a drainage soil with less than 10% silt. Ground " water shall not exist within the limits of the; excavation. If groundwater ;__� 2 Shall End (<5) exists within 6'-0" below grade special dewatering facilities will be `_ {. # required. Water disposal is limited to owners property. :.._� . I n ry 4 ® 12„ O.C. Horiz. Bars Deep End (>5') a Ioannou Residence Shall End (<5') #4 ® 6" O.C. 4. No surcharge due to additional load shall excist within 4'-0" of the �--? d� #4 ® 12" O.C. shallow end or 6'-0" from the deep end. ��� `�' 635 Stanley Road " Deep End (>5') Radius Varies" aries :- y 6 to 24" ® Shallow End 5. The pool must be kept full during freezing weather. Mattituck, NY 11952 #4 ® 8" O.C. 0 25" to 5'-0" CAD Deep End 6. Walks to be smooth, impervious, non-slip type sloped away from the pool at 3/4" per foot. PROJECT INFORMATION PROJECT GUNITE (Pneumatically 7. Pneumatically applied concrete (gunite) shall have a water content not DATE 2 10 2025 Applied Concrete). Max. greater than 3 1/2 gal. per sack of cemenit. The mix to be one part Water Content 3 1/2 to four. gallons per sack of ° Floor Slab DRAWN BY: DK cement. One part cement " 8. Water supply by onwers garden hose. CHECKED MJR POOL DETAIL to four parts sand. . . #4 ® 12 O.C. Each Way CH D BY. .w,_......_.�.�....w..._.�._...�.....�._..�__....._.w....� ._... ...........�...... OF PROPERTY 9. Contractor shall shore, brace, or underpin adjacent structures as SCALE• NTS. required. '................_....._.._...._.......... WALL SECTION 10. If fill ground exceeds 3'-0" pneumatically applied concrete shall not be AREA: �--- ������ ��-�• w_�-� used. SITUATED: MATTITUCK, NY _................................................................................... (NOT TO SCALE) .................. 11. The pump is capable of discharging the total pool capacity within 24 DATUM: NAVD'88 SCTM: DIST. 1000 SEC. 106 BLK. 8 LOT 14 hours. EAL,\ 12. A diving board must meet the minimum N.S.F. requirements for deck /��OF NEIN y\, level boards. (8'-6" min.). ��F \v�p,-L J. 13. Install required electrical equipotential groundling/bonding per NFPA 70 NEC. ~ r'r•at y, ` q;,.v., d<y,. L) c 39 WEST MAIN STREET OYSTER BAY, NY 11771 • s,: STANLEY ROAD 50' Min.- Existing Pavement 54' 53.9 538 53 5 �G 533 � LEGEND S 87' 11 '00" E Proposed Leaching Pool z 11 6" Min. Stabilized Construction Entrance 105 00' 130x10' Diam. ® C.B. Catch basin Mountable Berm 54.0 Approximate Location Of Existing Plus Dome Existing Ground Filter Cloth PROFILE (Optional) Existin Ede of Road 53. Sanita S stem To Be Removed Concrete Washout `A° ❑ G.V. Gas valve ( p ) g g ry y 536 13' Eff. Depth ._...., ,,_.__-�'::: .^ 537 533 \ _ J.1 M.H.C. Proposed Trench Drain Bel.Blk. -" Manhole cover ^''• - sc;; Exist, ,�.n• f '„ Existing Edge of Road G\ 50 Min. a H d. Hydrant nt 55.25 Apron y Hy I : Light pole © u P. r'hlser €x"ru�,t°nr? r. L.P. M. s _,• �. - r.� ® S.I.D. Surface inlet drain 10' Min. 55'1 nv. l ba ,+ I U.P. Utility pole Existing Ground Existing Water Service / h 55.3, . 49 if 5 ® W.M. Water Meter ~m 55.5 n.:i,, ;:,-^: •r l+<<.._. 0 W.V. Water valve 12' Iwlin. Existing res5.7 f BC55.6 0� 545.00' ~Xn qi`a C>>^eekisrthc:..i=;(Cr:rc'= ❑ A/C Air Conditioner / 12 Min. Pavement I` Flow Y "{ i Existing Brick Walk & Wood Porch -- m . -OHP-OHP- Overhead YVires a ° Existing Electric Service To Be Removed Existing m i I TES}f °Asphalt o / \ BORING /' 1 Q PLAN VIEW to Driveway ry e 10 Min. °� •X { 1, O ( O 1 Proposed Front Stoop r'CTCP l•.'iK Giza£+Fft?1 P P Limits of Disturbance c^ BC53.8 tea, i•'\ �: -:.�.si:+75 tr,:':r,iN z?':$ � TC5 .1 i ---� • /•�' �"�� k. CONSTRUCTION SPECIFICATIONS 56.25 °2v5 54.25 �I - %�p°ilsion I� �' Silt Fence I 156.4 O � o 1. STONE SIZE - USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. c.L.Fe� '°2 s s` C, 011 I O Proposed Alternate Treatment Do rle _ os'wt � �h __ _ _ 56.3 p- I Sanitary System g 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE (RESIDENCE LOT WHERE A C) . 1 ° 1 i1 ~m I _ ; I 56.3 + �^ Proposed Basement Drywell 30 FOOT MINIMUM LENGTH WOULD APPLY). O Cx 4'x(6' Dia. / Tax Lot �11.4 N 13.8 . 25.E . 3. THICKNESS - NOT LESS THAN SIX (6) INCHES. #13 L() _ 4.6' °I Plus Dome ATLAS LOCATION Improved 0) �X I 4 Eff. Depth 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS Public e- t I° Proposed Dwelling S OR EGRESS OCCURS. TWENTY-FOUR 24 FOOT IF SINGLE. Water " I N g / WHERE INGRESS ( ) � Renovation N rn 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING. F/ fin- r.=58.7 �� 1 0 Proposed Stoop `"I l I- � ��/ e•- Proposed Basement Stairwell 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTEED TOWARD CONSTRUCTION x a Existing / ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPIING IS IMPRACTICAL, A 5 Metal Fence MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. X ° I a3 °I C.L.Fe. 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A (CONDITION WHICH WILL Proposed Dwelling Addition °___ o.7'Et / PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. X Proposed Existing Wood Deck Solid Dome oa' Patio Precast Concrete i =_--_- I � To Be Removed / Final grade 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. Proposed Pergola X °.- 56.5 To Grade-With 1 6"Pv �� Vol, Cast Iron Cover-If 12" Min. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. Under Paved Area 24" Max. DRAINAGE CALCULA ONS SYSTEM A: x � °� i Tax 15ot / Min. Slope Dwelling Area = 2,994.5 s.f. STABILIZED CONSTRUCTION ACICESS Shed I ' ° 0.6' ° � :X Improved o '�° w Public 1 Runoff = 2,994.5 s.f. K 2"/12 = 499.1 cu.f. 3.8'E Io I °� j �� o c �`� 3 Water /8" Per Ft, (NOT TO SCALE) I L___J IN 2�•-9" 499.1 cu.f. / 68.5 cu.f. per ft. of ring Mtin. = 7.3 ft. req'd. (1J Inv. E`O 3 Proposed A/C Units Existing Driveway Area = 1,092.9 s.f. 51.5 a_ E Runoff = 1,092.9 s.f. K 2"/12 = 182.2 cu.f. x Y.D. 3 I Proposed Water Service 182.2 cu.f. / 68.5 cu.f, per ft. of ring Fence/ $" I° �4,� N 16 54° Silt Fen - / 0 Cluster Inv. •� °I = 2.7 ft. req'd. Filter Fabric Precast Concrete Pool & Pool Patio Are( -��2,477.8 s.f. 0 5,.25 Flow � v � I Open siVo Runoff = 2,477.8 s.f. K 2 /12 = 413.0 cu.f. w Grate \ 3' Min. Drainage Rings L 25' Max. 413.0 cu.f. / 68.5 cut. per ft. of ring 10' Min. �j- J x 55.o Proposed 54.5 1 no Pool Patio °I 0 Collar a = 6.0 ft. req'd. " CN I \w Flr 6"I _�PyC_- Inv. 16 Min. t 0 Cabana Area = 340.5 s.f. GRADE 0 (-o \ c�X g" Pro -____ 5,.a 1 149 2 Runoff = 340.5 s.f. x 2"/12 = 56.8 cu.f. Min. I la 29.0 -- 4s.25 ., 56.8 cu.f. / 68.5 cu.f: per ft. of ring z w X �°� N� Cabanad iol " 0.8 ft. req'd 4 J V) Tributary Area = 7,04EID s.f. F�%/ ��� 36i"Mini- Fence Post Driven Proposed Cabana ° Open �� I (V > Runoff = 7,045.0 s.f. K 2"/12 x 0.3 = 352.3 cu.f. / Mirn.16 Into Ground Sanitary System X �/ o I Grate I41,n.v, 0 Proposed Pool Equipment O I Inv. °I 0 352.3 cu.f. / 68.5 cuf. per ft. of ring 1 "� � 5 a� v w o = 5.1 ft. req'd. PERSPECTIVE VIEW x n�. Total Capacity Required = 21.9 ft. of 10 ft. Diam. rings 50.75 Y.D. - - 4s_5 I 54.5 s"Pvc 54.7L, - _ - I (2) Proposed Drywells "A" Z° Total Capacity Provided = 22 ft. of 10 ft. Diam. rings Silt Fence/ 36" Min. Fence Post x ° Inv 11'x10' Dia. Filter Fabric C.L.Fe. °°• ° 8" Plus Dome 6 X 5.1'Wt P.R.Fe. Cluster Cluster 16" 10"" U2" 11 Eff. Depth) FLOW 20" Min. Undiisirbed Ground 55.0 o.4'St 0 5s.3 0 Existing Post & Rail Fence 54.7 C.L.Fe. 3 Min. L 8'-10, Mon. o.5'Et Existin Wire fence ' �� ��� ��. Embed Filter Cloth A 16" Min. Fnd. Ground Clean Med. Coarse Sand & g on Linet Water Gravel Backfill Under And Around 6' Min. Min. Of 6" In Ground Q Q Pool (0.3 Min. to 11 Size) Penetration Into VU•47 00» 105.04' Rateable Soil SECTION VIEW Tax Lot #20.5 _ Underlying Sand & Gravel Strata CONSTRUCTION SPECIFICATIONS Improved Public 1. SILT FENCE/FILTER FABRIC TO BE FASTENED SECURELY •TI FENCE POSTS Water WITH WIRE TIES OR STAPLES. rrU DRYWELL DETAIL 2. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTrFR THEY SHALL BE OVERLAPPED BY 6" AND FOLDED. ' r '3 (NOT TO SCALE) 3. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MIA=RIAL REMOVED TEST BORING - Janus 22 2025 WHEN "BULGES" DEVELOP IN SILT FENCE. January , 4. POSTS TO BE STEEL TYPE "T" OR "U" OR HARDWOOD. Performed By Slacke Test Boring, Inc. 5. FILTER CLOTH TO BE FILTER X, MIRAFI 10OX, STABALINKIAFr14ON OR ZONING REQUIRED EXISTING PROPOSED APPROVED EQUAL. Heavy Duty 12" Wide Depth 6. PREFABRICATED UNIT TO BE GEOFAB, ENVIROFENCE, OR APROVEDGrade '' Cast Iron Grate EQUAL. Lot Area 40,000 SF 20,330.6 SF 20,330.6 SF SITE PLAN - GENERAL NOTES I--12" Min• Classification Of Soil _ From : To 1. ELEVAT ' h Pavers IONS BASED ON NAVD 88. SILT FENCE DETAIL Lot Width 150' 105.0' 105.0' Paving Gravel/Sand Ground 2.0' 2" of Snow into Dark Brown Frozen Very Fine Silty Some Size 2. THE CONTRACTOR 15 TO VERIFY THE EXISTING ELEVATIONS AND LOCATIONS OF Surface Sands with Some Organics at Top of Spoon with Trace Fine (NOT TO SCALE) ALL UTILITIES PRIOR TO THE START OF CONSTRUCTION. Road Base Lot Depth 175' 192,2' 192,2' 3. LAWN AREAS SHALL HAVE A 2% MINIMUM GRADE. See Pavement a : Concrete to Small Gravel. (SM) 4. ALL DRIVEWAY AND COURTYARD AREAS SHALL HAVE A 1% MINIMUM GRADE. Detail Min. Concrete Strength Of 3000 PSI LOT COVERAGE CALCULATION: 5. RUNOFF FROM THE SITE IS TO BE CONTAINED ON THE PROPERTY AND SHALL Bedding Layer 2.0' 4.0' Brown Moist Very Fine Very Silty Same Size Sands with No Front Yard 50' 50.8 50.2 NOT RUN ONTO ADJACENT PROPERTIES OR THE ADJOINING ROADWAYS. \ Gravel. (SM) Total Lot Area = 20,330.6 s.f. = 0.47 cc. 6. ANY DAMAGE TO THE ADJOINING ROADWAYS RESULTING FROM WORK TAKING 4" Min. ° . Side Yard 15' 24.8' 15.1' PLACE ON THE PROPERTY SHALL BE REPAIRED IN ACCORDANCE WITH THE Soil 4.0' 6.0' Brown and Pale Gray Moist Very Fine and Very Silty Same Proposed Area: VILLAGE REQUIREMENTS. ALL EDGES OF EXISTING PAVEMENT SHALL BE SAW ,� Size Sands with No Gravel into Moist Very Fine and Very Silty Dwelling Area = 2,994.5 s.f. CUT, ESTABLISHING A NEAT, TRUE EDGE. Same Size Sands Mixed with Lean Silty Clays with No Gravel. Swimming Pool Area = 471.5 s.f. Both Side Yards 35 49.7 35.7 7. ALL DISTURBED AREAS TO BE SEEDED OR PLANTED WITH NATIVE VEGETATION 4" Min. (SM/SC) 10 Mil Plastic Lining Pergola Area = 65.5 s.f. FOR SOIL EROSION CONTROL MEASURES. 6.0' 8.0' Pale Gray and Pale Brown Moist Very Fine and Very Silty Wood Frame Securely Basement Stairwell Area = 69.6 s.f. Rear Yard 50' 1157' 83.6' 8. SOIL EROSION CONTROL MEASURES TO REMAIN IN PLACE AND BE MAINTAINED . Some Size Sands with Trace Lean Silty Clays at Top of Fastened Around Entire Stoop Area = 37.4 s.f. THROUGHOUT DURATION OF PROJECT AND UNTIL VEGETATION IS ADEQUATELY Perimeter With Two Stakes Cabana Area = 340.5 s.f. Lot Coverage 20% Max. 9.96% ESTABLISHED. TRENCH DRAIN DETAIL Spoon with Trace Fine to Small Gravel. (SM) 9 19.57� 9. ALL EROSION AND SEDIMENT CONTROL MEASURES, EITHER SHOWN ON THIS Total Coverage = 4,186.E Sq.Ft. PLAN OR AS REQUIRED BY THE VILLAGE DURING THE COURSE OF (NOT TO SCALE) 8•0' 10.0' Pale Brown Mostly Fine Silty Same Size Sands with Some Fine SECTION A-A Building Height 35' 16.2' 25.61' CONSTRUCTION, SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH Clean Same Size Sands Throughout with Some Fine to Total Coverage = 3,979.0 Sq.Ft. = 19.57% THE CURRENT VERSION OF THE NEW YORK STATE STANDARDS AND Medium Gravel. (SM) Two-Stacked 20,330.E Sq.Ft. SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL. II----10'Min.� Number of Stories 2 Stories 1 Story 1.5 Stories 10. TOTAL AREA WITHIN THE LIMITS OF DISTURBANCE IS 17,800 SQ.FT. 2x12 Rough I 11. EXISTING SURVEY DATA TAKEN FROM SURVEY PREPARED BY NORTHCOAST CIVIL 10.0' 12.0' Pale Brown and Light Brown Fine Silty Same Size Sands Wood Frame PVC Fralme Mixed with Fine Clean Some Size Sands with Trace Fine to ZONED: Residence District R-40 LAST DATED DECEMBER 20, 2024. Small Gravel into Fine Some Size Sands with Trace Fine to Stake (Typ.) Small Gravel. (SM/SP) Grade Or Paving Grade Or Paving 12.0' 17.0' Light Brown Fine Some Size Sands with Trace Silts A A LEGEND: Throughout with Some Fine to Medium Gravel. (SP) PROJECT INFORMATION 1o'Min. EXISTING CONTOUR LINE - - - - PROJECT Pitch 17.0' 22.0' Pale Brown Fine Silty Some Size Sands Mixed with Fine Clean 10 Mil Plastic Lining PROPOSED CONTOUR LINE 150 DATE 2 7/2025 1'x1' PVC Basin Some Size Sands with Some Fine to Small Gravel. (SM) Depth As Needed 6" EXISTING SPOT ELEVATION: 98.82 DRAWN BY: DK SITE PLAN 22.0' 27.0' Pale Brown Fine Silty Some Size Sands Mixed with Fine Clean ___.'___-.._..•._..'. -"- ~""~- Same Size Sands with Some Fine to Small Gravel. (SM) PROPOSED SPOT ELEVATION: 98.82 CHECKED BY: MJR Min. 1/8" Per LF 27.0' 32.0 Light Brown Fine Same Size Sands with Some Silts at Top of LIMITS OF DISTURBANCE - - SCALE: 1"=20' F PROPERTY Of Pitch Spoon with Trace Fine to Small Gravel. (SP) PLAN SILT FENCE 000aoa000000000a000000000a00000000e000 AREA:_._-..�._.• _.___~"._" 0.47 ACRES 32.0' 37.0' Light Brown Fine Same Size Sands with Trace Silts at Top of CONCRETE WASHOUT DETAIII TREES TO BE PROTECTED SHOWN AS: 20,3304E SQLLFT. SITUATED: MATTITUCK, NY YARD DRAIN DETAIL Spoon with Trace Fine to Small Gravel. (SP) (NOT TO SCALE) DATUM: NAVD'88 SCTM: DIST. 1000 SEC. 106 BILK. 8 LOT 14 (NOT TO SCALE) TREES TO BE REMOVED SHOWN AS: L NUMBER OF TREES TO BE REMOVED: 0 _ End of boring: 37.0 ;. NO GROUNDWATER ENCOUNTERED P��OF vEi� yO \ GRAPHIC SCALE t 20 0 20 40 80 120 �� CIEVRa6 } ;l'Qc gyp, ( IN FEET ) �� 5<=-i'-%� 39 WEST MAIN STREET SCALE: 1 " = 20' OYSTER BAY, NY 11771 t