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HomeMy WebLinkAbout44108-Z ��4�g11EFat���G Town of Southold 1/31/2021 P.O.Box 1179 53095 Main Rd �y i p� Southold,New York 11971 S CERTIFICATE OF OCCUPANCY No: 41804 Date: 1/31/2021 THIS CERTIFIES that the building ACCESSORY Location of Property: 605 Soundview Ave.,Mattituck SCTM#: 473889 Sec/Block/Lot: 94.4-4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/19/2019 pursuant to which Building Permit No. 44108 dated 8/28/2019 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 pergola as applied for. The certificate is issued to McLeod,Kevin&Cheung,Chun of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED A e Signature fFO(,t TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE py • o� 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#: 44108 Date: 8/28/2019 Permission is hereby granted to: McLeod, Kevin 120 E 90th St Apt 6C New York, NY 10128 To: construct accessory pergola as applied for. At premises located at: 605 Soundview Ave., Mattituck SCTM # 473889 Sec/Block/Lot# 94.-1-4 Pursuant to application dated - 8/19/2019 and approved by the Building Inspector. To expire on 2/26/2021. Fees: ACCESSORY $237.20 CO -ACCESSORY BUILDING $50.00 Total: $287.20 Building Form No-6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets,and unusual natural or topographic features. 2. Final Approval`from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead_ 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$5AAQpAdditions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory buil mg$50.00, dditions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing 100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 / Date. New Construction:, kl Old or Pre-existing Building: (check one) Location of Property: 6G,,! 01 woyIA6W 4425 House No. Street �/ Hamlet Owner or Owners of Property: 'v//I�.S• dt'IcL ,/ay 9 cpl - Suffolk County Tax Map No 1000, Section 74 Block I Lot Subdivision Filed Map. Lot: Permit No. 10 Date of Permit. Applicant: Health Dept. Approval: /l/h Underwriters Approval: Planning Board Approval: )y Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 4-0 0 d Applicant Signature - f� O,9 Iftsf SOUTyO� 1 f TOWN OF SOUTHOLD BUILDING DEPT. `�coutmN�` 765-1802 INSPECTION- I ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND 9SULATIOWCAULKING [ ] FRAMING/STRAPPING [ FINAL P4VfW4- -FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE -ko INSPECTOR HITU'J MARK SCHWARTZ&ASSOCIATES, 2849i .N Lun Road•PO Box 933•Gutcho,ruc. NY i 193i 631734.4185 1 m%%-%%.niksar(-hitc(t.(ot-n December 08,2020 77, Southold Town Building Department DEC 1 0 2020 54375 Main Road Southold,New York 11971 Re: McLeod Pool House I�i C�i P,OTrT-110 VID 605 Soundview Avenue Mattituck,New York To whomit may concern, I have been on site during construction to review work for the aforementioned project. The rough plumbing,insulation installation and the free standing pergola footings,to the best of my knowledge, have been completed as per plans and meet or exceed New York State Code. Please call this office with any questions you may have. Sincerely, ffi Z-1 % Mark Schwartz A FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) ® „ ------------------------------------- FOUNDATION(2ND) O Hji ROUGH FRAMING& PLUMBING � O t - r ELI INSULATION PER N.Y. y STATE ENERGY CODE LZ Akba FINAL ADDITIONAL COMMENTS M-IcjJ- 4a85-7. as rec q Cko S f Com' slo Z m t� ,Y y x d TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form —lda-S.D.E.C. Trustees —Application Flood Permit Examined 204 9 Single&Separate Truss Identification Form AUG 1 9 2019 Storm-Water Assessment Form Contact: Approved U 2011 �$I '`• T, .R®PAW(14 �/�i4cz Mail to• Disapproved a/c Q. ORWM47, 5'0JrA&2Q AIYII?7 J Phone: .6 �6,AO7 Expiration '20 I Building Ins APPLICATION FOR BUILDING PERMIT Date Ute• /9 , 20 1 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. - b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and,waterways. , c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. . f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or'has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. 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, or-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 for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises y/ S. Awl e [ Ob 9&!W Y C 4W& (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. AM Electricians License No. Ado_ Other Trade's License No. Mo 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section 94' Block'°' ' Lot 4 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy RkRVhitiyM4 V 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demoliti'on Other Work A/ (� 550&OZ-4 . .�� 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units /V/ Number of dwelling units on each floor If garage, number of cars 6. If business,.commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories 7-Ulo Dimensions of same structure with alterations or additions: Front Rear 7/ Depth im. 9 Height --?4 9 Number of Stories 0 ZZ� 8. Dimensions of entire new construction: Front 71 Rear Depth ��•' Height Number of Stories YZ21 o 9. Size of lot: Front l!0 oKr Rear 1®6.72 CT Depth 97`SJ 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated ie- 40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO-X 13. Will lot be re-graded? YES NO_Will excess fill be removed from premises? YES NO a., fomsr- 14. Names of Owner of remises V/y C1E�& Address 1 aC .YM p Y phone No. /Z;nt4''W 7 Name of Architect_ M�R�1�f�G!> T� Addres�O.,B hone No 9183C Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES 'y NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES_V NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF2j5FOG�) PlICNi 1611 A C/e- being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the 4&,e1 ,/— (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 knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn tqbefore me this d1 day of 20 TRACEY L. DWYER , Notary Public NOTARY PUBLIC,STATE OF NEW YORK Signature of Applicant NO.01 DW6306900 QUALIFIED IN SUFFOLK COLIN COMMISSION EXPIRES JUNE 30, Michael J.Domino,President `�rjF so Town Hall Annex John M.Bredemeyer III,Vice-President ,`O� ®�� 5 Route 25 P..O.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski G Q Telephone(631) 765-1892 Greg Williams o • �® Fax'(631) 765-6641 COUNTY,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD November 13, 2019 Michael A. Kimack it(� P.O. Box 1047 NOY 15 2099 Southold, NY 11971 RE: KEVIN S. McLEOD & CHUN Y. CHEUNG 605 SOUNDVIEW DRIVE, MATTITUCK SCTM#: 1000-94-1-4 Dear Mr. Kimack: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, November 13, 2019. RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#9434 to construct 238.2sq.ft. pergola to cover existing deck; construct 3'4"x15' counter with storage below on west side of existing deck; construct 69.9sq.ft pergola to cover existing entrance landing and construct 140.6sq.ft. pergola extending over deck addition; and as depicted on the site plan prepared by Mark Schwartz &Associates, dated January 30, 2019, and stamped approved on November 13, 2019. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, —Pue Michael J. Domi o President, Board of Trustees MJD/dd Glenn Goldsmith,President *QF SU(/jTown Hall Annex ,Michael J. Domino,Vice-President ,`O l0 54375 Route 25 P.O. Box 1179 John M.Bredemeyer III Southold, New York 11971 A.Nicholas Krupski cn G Q Telephone(631) 765-1892 Greg Williamsi0 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 21, 2020 Michael A. Kimack P.O. Box 1047 Southold, NY 11971 RE: KEVIN S. McLEOD & CHUN Y. CHEUNG 605 SOUNDVIEW DRIVE, MATTITUCK SCTM#: 1000-94-1-4 Dear Mr. Kimack: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, August 19, 2020. RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#9434 for the as-built 100' of 6' high stockade fencing which commences at the top of the bluff and continues landward; and as depicted on the site plan prepared by Mark Schwartz &Associates, dated June 30, 2020, and stamped approved on August 19, 2020. Any other activity within 100'of the wetland boundary requires a permit from this office. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. i cerely, t Glenn Goldsmith President, Board of Trustees GG/dd DIE V A U 3 2 8 2020 Glenn Goldsmith,President *QF SU(/TTown Hall Annex Michael J.Domino,Vice-President ,`O� ®�� 54375 Route 25 P.O. Box 1179 John M.Bredemeyer III Southold, New York 11971 A. Nicholas Krupski G ® Telephone (631) 765-1892 Greg Williams Fax 31) 765-6641 `yoou�m, D R115 DV[E a BOARD OF TOWN TRUSTEES AUG 2 8 2020 TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE To `*' ''� ar���?LD 1744C Date: August 19, 2020 'i HIS_CERTIEIES thatAhe-remoyal of existing sunroom and shed;construct a 10.4'x24.8' (258sg.ft.)new sunroom with full foundation and access staircase;exten&existing 175 5sq ft deck an additional 10.6'x13.0' (137 8sq ft)•construct new 11 3'x18 5' and 4 3'x10 6' (254:58 total sqft)lower deck;replace lattice overhang over garage with new 3'x26' (78sq ft)attached roof overhang;construct 2nd level 4'x17' (68sg.ft.)balcony on seaward side of building; install a proposed 20'x20' (400sq ft)new on-grade stone patio addition adjacent to existing 410sq ft on-grade patio;construct 238 2sq ft pergola to cover existing deck;construct 3'4"x15' counter with storage below on west side of existing deck;construct 69 9sq_ft pergola to cover existing entrance landing and construct 140 6sq ft.pergola extending over deck addition;as-built 100' of 6' high stockade fencing which commences at the top of the bluff and continues landward; At 605 Soundview Avenue,Mattituck Suffolk County Tax Map#1000-94-1-4 Conforms to the application for a Trustees Permit heretofore filed in this office Dated January 28,2019 pursuant to which Trustees Wetland Permit#9434 Dated April 17,2019,was issued and Amended on November 13,2019 and Amended again on August 19,2020 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the removal of existing sunroom and shed;construct a 10.4'x24.8' (258sq.ft.)new sunroom with full foundation and access staircase;extend existing 175.5sq.ft.deck an additional 10.6'x13.0' (137.8sq ft)•construct new 11 3'x18 5' and 4 3'x10.6' (254.58 total sq.ft.)lower deck; replace lattice overhang over garage with new 3'x26' (78sq ft)attached roof overhang;construct 2nd level 4'x17' (68sq ft)balcony on seaward side of building; install a proposed 20'x20' (400sg ft)new on-grade stone patio addition adjacent to existing 410sq ft on grade patio;construct 238 2sq ft pergola to cover existing deck;construct 3'4"x15' counter with storage below on west side of existing deck;construct 69 9sq ft pergola to cover existing entrance landing and construct 140 6sq ft pergola extending over deck addition;as-built 100' of 6' high stockade fencing which commences at the top of the bluff and continues landward. The certificate is issued to Kevin S.McLeod&Chun Y. Cheung owners of the aforesaid property. '4_ 46C Authorized Signature 1 Scott A. Russell °s0ffa ST(�]KN[��v�UPEIL � SUPERVISOR � z I�v]CA 1�A(G IE LENT SOUTHOLDTOWNHA.LL-P.O.Box 1179 06., C Town of Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 O� CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) DOES THIS PROJECT INVOLVE ,ANY OF THE FOLLOWING. (CHECK ALL THAT APPLY) Yes No _ ❑.-Clearing, grubbing, grading or stripping of land which affects more �,/than 5,000 square feet of ground surface. ❑LJ B• Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ec. Site preparation on slopes which exceed 10 feet vertical rise to 00 feet of horizontal distance. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal ❑� erosion hazard area. Site preparation within the one-hundred-year floodplain as depicted - on FIRM Map of any watercourse. 0 Installation of new or resurfaced impervious surfaces of 1,000 square feet.or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. JI If you answered NO to all of the questions above, STOP'. Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Taal Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department wiff—your Building Permit Application_ S.C.T.M. *: 1000 Date APPt_1CANT_ (Property Owner,Design Professional,Agent,Contractor,Other) DLstrlct � K� 4 4 NAMF_ I C� ��L ���� �% _jSection Block Lot VIPLl s �FOR BUILDING DEP TMENT USE ONLY Contact Information Reviewed By: - - - - - - - - - - - - - - - - Date: ��1rL Property Addre� /Location of Construction Work: — Approved for processing Building Permit. 46 ` S'Qu�0y�jC� ,i�/C Stormwater Management Control Plan Not Required. �7 Al.y 11 Stormwater Management Control Plan is Required . (Forward to Engineering Department for Review.) FORM SMCP-TOS MAY 2014 a _r wROM MIN AW- MY - i F, iflSl,�T.Y..S x r{'` Y!f =+„sy��,:� Y•,'y rk a ¢{R M- - 44 e.5fi a MMIMMIN,NN �i REVISIONS: HEALTH WELL "0 DEPT 00/00/2009 WE- .. - •I t 1 - .1!'w��, HAY BAL OR 51 T F N IN JOII N vvovosmaoBnf® %!�\�_ wo�aT®o"ssse� :• ,sNDFvI narD 12,41618202 24 283032343638404244464850 64 J 383.50'-- \ Q I 11 52 5456 5.6062 4! s 661 —L ; S 21027'20" E64 62 --- --- - - - i -__ 4 _ — W 1 — WIF_ ht� i i m ■ 1 ,.ROM TOP OF BLUFF F S4eep ........ Is.rntn WT1°'o�., I IO � O 593• - u comJ 25vem �! N asnusm Bx t lL 'c IV = SII D PA N, c ■ �i //�//r.� ,.i % -- -- -- O em. 101 t O1 � � U � I IFAOIWGroOL i 1 z � ,_1 .,.. 1 1 ■ 't as,mc ki/,I Ism4R _ 1= R0u""o"wa wog sv nw+I+o,F T 7 m m L ■ i v noon'uux I I Se Iw"c5 i Q rq O e, 1 I 686 / - omwsbN .r 1 ■ UE' ■ PIT :,16]1 4r' te" / `s " ".v.u 1 1 r •tGp+` U pmOPED PLONG •••••••••••••••••••••••• ►^TCH W UBUCWATERONW _Q.0. PROPOSB.N SOUND z ° m ISLAND � ■ 35T ABo� io si/oBuums¢wlwrrnou ��I , I I e.i"usm nnovconcvm vn - m ' ■ - EXISTING I SOOf,soe a' `otaue"o "" �••• 236 I!�� y0 1 ■ %° 2STY HOUSE I uTcs,aussrsunoseur r.. Qo .Bosarra0 ` i? p m • 1 Z - FI 1,� ■ ,� I ams ••.., _ _ r - _ r°I ■ I-- --- -- I ••......... Iiv�s �1�6iF sovaa` �} O •'., "_'Ti = bl Im `--- ... ` � ® "' Trosn TTsr rToLE 1 noon rT, M ml j ; U/G PROPANE iq�� Et.60 s ® ILtJ= .•�� D V" �� TANK m I smw 1......... a cu yr — O 1 PUBUUC WPATTER D . I00'FROM TOP OF BLUFF �W — .�. _ =—— WA ER 1 1C�- _M. OMVDRANT O BAR - 2019 N 20'12'40"W 393.97' `� SITE PLAN °°� PUBLIC WATER W EXISTING GRAVEL DRIVEWAY O SCALE: 1" = e40'-0' I H TOWN OF SOUT a ju z ® SOUND VIEW AVENUE O H H1 (fes}�yp��1 l ' EL 60. -________-_ 5 MIXED SAN LOAM.GRAVEL SEE 9 a'c,,'6 G t r AAt� u M D L A- INIEER? �T(6)E1'3a9S1l� r =a'_ii:l3 iv iuiC,< o ilei • 0.51 e SU8I�I T P.E E. C R�u.J" "! s:i 3�r3,,on .i BROWN CLAYEY SAND FORIN AL JIIO��.�e'�a���;�..����3������ 5C SCTM# 1000-094-01 -004 FOR FII`dALAI PE R 'i.�,-sz'L. �5v';��u EEtI�it�•1�&��a"Sr��. � � � is a T� � Q /�y" - SUFFOLK COMM^ t �'�<�3 aL�7����'f�9�0(��� p p ea d ?7 ierit ofe xis &3 '['� "'= 'il,� 1 > J� PIe5SNT IL Ss O�Se T:`;ery'''o ai f{_aS r�.a f�..�A-' �nsbTeRay.JC i iorl FOR A d'LtsG°.i� O c3 ? �gLi .�.G:. s a .9 u�'.h r' b v am 'd -j' '." y, o Cr�j U J b �'•s 9�n�� R"•1 OF •.YLSW• re r1^ �L' m. y a. � d ebt,,:. Fe"..CeT i.,= B_: :�CCSJv�I'i,oPJ O CQ ��`rC `5,v. 'fiJ: "� vFi •-ten= A( '�; Q. PALE BROWN FINE SAND Q E�• S of �__ aE�,S Sven. SP j } completed, Lknal w 4 -a ) as A960 � 1 � F,V � �San• g V b DATE 21 WATER LINEW MUST BE INSPECTED BY THE � � ���3� �'® FPPRVVED SUFFOLK COUNTY DEPT. OF HEALTH SERVICES`'. � �r• � � q �V VSs+ CALL 67J2rH y� �i C50IJf:: If�I ADVANCE EL 435 17-0' , "-ai �"j%`�� ,_ - T®TAL�J 7}�ihlr��a,J�1 --Rooms DRAWN• MHIMS R� 3 P40, ® D -�"a�^�"�•" �ve� �* R�r9 pv SCALE 1/4"=1'-0" O r U!E �i 5PECTIOI'�I(S), NO WATER ENCOUNTER EXPIRES THREE U E ,—3ti$'RO i 4,�'AI E OF f�,r�'9�ROVAL JOB# January 24,2019 TEST HOLE SHEETNUMBER- DATA FROM McDONALD GEOSCIENCE — 08/22/2018 •' REVISIONS: 1 HEALTH UNDEVLOPED DEPT 00/00/2009 383.50 ; i 62 In C;1 64 ________________ F --------- ---- AIR ----- \ -• _-� mi •�.� ELECTRIC V j.... ,y�'L ; , LEIC 1 - -- - -------------------- - ♦ 1.LE - i I0 n.� --- : -•.�'` 735'__----- LOCKING dd.2�------- � � 1 PERGOLA --- CAST IRON - O 19- , 0% I rwas / ABOVE -- MAN HOLE -o O O 00 �Q O ��` 13.0' o' '--- - - - _ w vuNc I ••�a�& / - " ! N RWECO SINGL¢AR750/800 rl Bax i * II��i 3 =0 7MPci�a' / ROPOSED/ f/ I, PEt��yO� •= ; PATIO 1600ga1.SEPTATAN •O. ' n �� I S2 , ^ O W DECK PLANTER 1 . _I'XTENSIO // ° v. i3.. __�- -••••• 6: 1- st100 1 1N 8'dia x 16'deep i i I o LEACHING POOL j/ PROROSED 1 LOCKING > II1111J 'PROPOSED u? 5.5') .0' PLANTER i CAST IRON i I 1"^f9ECih"" y I I,,,,,,,,",.,, ..",.,. LOWER REPLACE EXISTINGSPAI N U ,,"",-„”„".,m,",P MAN HOLE DECK 36'X18'INGROUND POOL i � ;y WITH NEW 40'X18'POOL `O��r 5 ", �•. EXPANSION r`WiPROPOSE OUTDOOR 1 c= IRRIGATION WELL / SHOWER i 3- ? `L� 1 1 I DEVLOPED � ' WD EPLACE Iy¢RE7AJNING WALL pl.l') - T (CATCH W PUBLIC WATER ' REP E ';� co PROPOSED _ 1 1 Z BASIN �• Exlm exlmNG i •� N POOLHOUSE dia. m ' STAI PATIO TO BE i e PERGOLA REMOVED ' 1\°Wp/I 7 1 n i i ABOVE WATERLINE/DRAINPIPE INTERSECTION J 56 TO BE INSTALLED AND PROTECTED PER i SCHDS REQUIREMENTS.NO JOINTS Al--- 23-0' 1 Y- WITHIN 10'OF CROSSING.MINIMUM ,�'r�1 ; FENCE FENCE, i S Q 0 VERTICAL SEPERATION:18" O ; O PROPOSED LP • 82%-2 (MIN.10'SEPERATION) I a SVRGE TANK •. CATCH i_ _ _ BASIN i/, \ / \ % \ AREA:3640 SQ FT. ^ .—_ _. 0 i 8 dIa 8'dla. Vdia. p� 608 CU.FT 2"Ar J ------- ---!-1 4'deep 11 • 14'dee 1 4'deepl TEST OLE DW / \ / DW ro \ DW/ m w/DRYWELL B'dia,6vf HOw .=I 0 - QI cn I ' _ "O 676 CU.FT.CAPACITY O _I E DEVLOPED 0 I PUBLIC WATER O a _ _ — — _ - WATER O I FIE 0-4_W METER HYDRANT 1 62 UTILITY Q 393.97 POLE DEVLOPED SCI PUBLIC WATER M 1000-694-01 -004 „ I PARTIAL SITE PLAN -- — w un SCALE: 1" = 20'-0' �D IN ' V DRAWN- ME MS SCALE. 1/4"=1'-0" r•.�.a. ":��-• .f"" -- JOB#. January 24,2019 SHEET NUMBER: S2 REVISIONS' HEALTH 00/00/2009 DEPT ELECTRICAL CABLE TO CONNECT TO HOUSE CONTROL BOX INFLEXIBLE WATER FF EL 68 8 TIGHT CONDUIT SEAL HOLE AS REQ CONNECT TO SERVICE PANEL BY LICENSED ELECTRICIAN FRESH�AIR VENT LOGTION F00. UNIT COVER UNIT COVER LOCKING CAST Al, y���LOCAMON FO1.�,TO BE GREATER PURPOSE ONLY MIN.601bs. FRESH AIR VENT MIN.6016s. IRON COVERTHANVANS WSM (TYP) (n'P) �`i SERNCE GRADE EL 64.5 GRADE EL 62 0 GRADE EL 60 5 GRADE EL 60.5 GRADE EL 60.0 �'� ,..F PANEL 16°SAMPLING � w _ - BOX - [LEAN 4"dia.PVC PIPE EL 38.7 INVERT EL 57.8 otn 7 4"PITCH •MAtJ• 4"dia PVC PIPE @I/4"PITCH 4"d,a.PVC PIPE 4"dia.PVC PIPE .. ,. HOLE @i/8"PITCH @1/8"PITCH i;,:; ,:;- •;, INVERT INVERT INVERT ! : EL 60 8 73'5 EL 58 8 EL 58.7 INVERT �'2 INVERT INVERT INVERT INVERT. !{ NOTE. EL 57.7 EL 57.3 EL 57.2 EL 57 1 P:; EL 57.0; 1 r� NO HOUSE TRAPS TO BE USED PER SCHDS Cr " FOR THIS SYSTEM \Ip s,,•,. .;,1 U CQ\Q� 8'DIA X 16'DEEP LEACHING POOL POOL HOUSE QaaQJ h� ' tI FF EL 62.8 2 �•• '{� ,� `,�z H GRADE EL 62-0 NOWECO SINGULAR 750/800 INVERT I •,'"' u•,+ a: X CLEAN s' T CLEAN ,y a IPE V "dia PC PGALLON SEPTIC TANK EL 517 u CLEAN 4 12 5' MAN INVERT SAND COLLAR� ,,'� SAND COLLAR � INVERT INVERT our @7/4"PITCH HOLE EL 583 INVERT EL 47-5 s EL 58 7 EL 58.4 Z WATER rTl SEPTIC SECTION s � O TYPICAL CONCRETE SAMPLING MANHOLE DETAIL CAST IRON COVER TO GRADE& COVER SLAB REINFORCED ` 41L PRESS SEAL GASKET, I I I HEIGHT VARIES FOOT(21/2) 1'EXT.MAXIMUM SCTM# 1000-094-01 -004 FOR PIPE SIZES(2"-it") 2° � 2 W I I A - 36" - - - - -- - - I W 24i LIFT HOOKS 6't I O I I (4-TYP) 6" 3 7� 24" i NOTE- BASE POURED /1 MONOLITHIC(SINGLE POUR) SECTION A-A O O 1.2'X2'SEWER ACCESS PORT TO 4'MAXIMUM WORKING DEPTH w "' 2.WORKING DEPTH=TOP OF MANHOLE COVER TO LOWEST U PIPE INVERT s P SANITARY U DRAWN: MH/MS �� LINE R SEWER ACCESS PORT w/ �� SCALE 1/4"=1'-0" SAMPLE REENTION AREA SAMPLE ° 6° JOB# RETENTION - AREA January 24,2019 SHEET NUMBER REINFORCED PRECAST �_ CONCRETE s REVISIONS: HEALTH 00/00/2009 120 VOLT- 1 m -60 Hz-20 AMP SERVICE DEPT NOTE AERATOR,PUMP AND INTEGRATED SYSTEM CONTROL PANEL MUST BE PROPERLY GROUNDED ELECTRIC ONE LINE DIAGRAMP`- PVC CONDUIT® ® (NOT TO SCALE) ® ® 120 VOLT, 10 SERVICE TO NEW 20amp, NORWECO CONTROL PANEL 1 POLE BREAKER UTILITY o q OP 2#12, #12 GRD IN 3/4" INCOMING SERVICE 200a, lis, 120/240 VOLTS r ON ON ON Cj m NORWECO R. R. 8 cn " O 6'00 OFF OFF OFF SINGULAIR CIRCUIT x G U ;ONITta kERATOIPUMP NORWECO UNIT BREAKER METER REAKE REAK BR AERATOR CONTROL PANEL a PANEL W EX. GROUND ROD NOTE: 1). BURIED ELECTRICAL POWER CONDUITS SHALL BE A MINIMUM W OF 24 INCHES BELOW GRADE. POWER PUMP AERATOR ALARMS COMM 1 2 3 1 2 3 O `BREAKERS RELAY AUX AGDCAVX INCOMING POWER AERATOR OWr OFF ALARM OVERRIDE 2). ALL ELECTRICAL WORK TO BE Li N G PI N G Al N G 1 2 3 4 5 6 a a >a >a old PERFORMED INACCORDANCE O ® WITH NEC. Z O Ald Q SCTM# 1000-094-01 -004 w L N = 97F M 115 VAC HIGH HEAD SINGULAIR® ON l OFF HIGH WATER ALARM TIMER OVERRIDE SPOWER UPPLY EFPUMP AERATOR CONTROLFLCONTROL CONTROL GENERAL NOTES, siy V A OEDCATED 20 AMP CIRCUIT BREAKER AT MAIN SERVICE PANEL SHOULD NOT BE ENERGIZED UNTIL THE AERATOR IS INSTALLED AND READY TO BE PLACED INTO OPERATION INCRE THE AERATOR IS OPERATING WHEN THE FACILITY IS OCCUPIED + 7,1,��t1(� cdi• �y A" yr THIQOCAL,LICENSED NORWECO DISTRIBUTOR WILL PLACE THE AERATOR INTO SERVICE C f, DRAWN: MH 1 MS SCALE- 1/4"=1'-0" JOB# January 74,7.019 WIRING DIAGRAM SHEET NUMBER* S-4 REVISIONS: •�.�� I �•� � y --' �r,� ________ ____________ .,�'"- ,r, �{�-Y �- � `� p ��l�` �• { €`'�r�}�g,,}{,'"'�t al 1F5° `�r�j ' k >� a4 A 'FF -1 Sal .i - 1 rf r '.t• + _ +'7 G xS+ + m t -ar •,.. a, '; +!t ,nlk- ""� _'♦ - - 91E�,' � le,`^ � _ art �- c.wtc'•"�`' /3 u, 4 '�p "r a{ S� �:�•S' I -,a'�,. 1`*Sr � •b-`}}- # � - _ _ �'�Sr ra, c ��'; a �-'� a '� b t -:' "r j __ s' s, „14 .. ,-T. �.' .',yy 1. - 1 •� I- " ,2j ��' '>i " as ,.� 7 .� ,��vb. ..r J ( 'N _ ,.r �l �,Xi'" 'kn%� � ,� .:.-. •�x -z- .•w' - :� 4 � „ � d T _.Gj,._,,�: „ < -, � .y�,`z`. �i„e�`'����.p��'+r�+RAr a,F�� :�. *{"• \/ r '!;.Va r •$ � I�v�:� ,'� .a « r q,�.r,�., ,�k9�' h`'€."� "`�:�'.17 ���� Y�`u ..4 IF,�.," �. ��:h'eR�%� rs:,:Y,°,'�'_r �'I' '•off [l. W A�""� .: ' u.aX+a ..,��,;.x ti .'',.3•i r„•, , ,�,dp_"m u;� •. � � .'�>.' O Q p„ SOUTH-WEST PERSPECTIVE VIEW = H a HOUSE PERGOLA Q NORTH-EAST PERSPECTIVE VIEW HOUSE PERGOLA - _.�__�- ';`.:_;,�,. ••.may" �< ->-.:.i:.;..J.,_�.y, - ,.w� ",���� •--'9r--'�._ '°__a.- 't_ ,fir-- ze,�* +may ->-•�u•.w � _ '''Rawer r1,_y_; '+_•➢. Ed� s:. � R: IMAGES BY MARSHALL PAETZEL I -_ f ix " , - I° ► f, p.., ' z LANDSCAPE ARCHITECTURE 1. .K� ,SFr rs '�'�• ;�, � s"f� A+.�.. �{ .r�N�•;:; `1 Y�„ .•..J APP P �...r) '�''•'y� t - � S � ,.�R A'' - ".n.r`..."wY,.,,, '.."+F.,,;,""`�..��T's..c� �^ .i3� - r + 1\ BOARD OF i rW EEES � p w TOWN OF SOU HOLD wll SOUTH-WEST PERSPECTIVE VIEW DATE AjvVv e6g (3,2419 i< to U HOUSE PERGOLA ty , r � \, L. yypra,JS A:�xsz+s.unwtw", +��, T : ,, ev 't'' 'Y `t R} '- ,J. '•F, ""s2;r i„{+� L^� 1 5 SEP 1 6 2019 ~ d a° v a Boarj o(Ttusiee NORTH PERSPECTIVE VIEW ' F*. aq POOL PERGOLA - — - - i� - x� ^ —� DRAWN:MH/MS Q SCALE: 1/4"=1'-0" �2a A11 sJOB k: EAST PERSPECTIVE VIEW January 30,2019 x " �^ SHEET NUMBER: POOL PERGOLA A-1 REVISIONS: , 1 ---------- 0 r o B"CON(.BILK.WALLI Eel - -- va v 4 s 6X6 ACQ POST v ' ____ ____________________________ 16x16 PIER.vi 0 LANDING N5 REBAR 012-OC '- 3X3 CEDAR 3X3 CEDA0. 3X3 CE AR - AND AT FTG. 2'X"Xi F1"G BRACKET BRACKET BRACK - LJ 3;uE'Lb��',C,RADE --, g,2 X10 ACO -•---•6ACQ POST "_"i' 6X6 ACQ POST '•--�•� N M 2 ',6 ® �� FJ\ P-� -- -+� 112"dia.PIER w/ ®1l- 16X16.PIER w/—�.a'� ,_ ________ „ „ _ .. 'XI'FTG 2'X2'X1'FTG I __________________________ 1 I - X2 8„ 4'-� r. +--3'BELOW GRADE -r• 3'BELOW GRADE �-• 666 10'-7" ' C • EXISTING UPPER DECK NEW UPPER DECK Lj i., 1.. F 1 6X6 ACO POST.AKAOR TO O NEW CONC RETANING\'VALL HI ' 6X6 ACQ POST M 12'dia.PIER w/ 1 2'X2'XI'FTG. M z z DRIVEWAY 3' •--- BELOW GRADE •- -- W ER. 2X10 ACQ GIRDER (2)2X10 ACQ GIRDER a a I I 1 _ _ , - ----- ---- 7 0 - --------- - - - Z C4 13= - - -- - ------ ---- --- ------ L O I , I V - INSTALL(1)2X12 ACQ GIRDER ALONG POSTS FOR LOWER DECK 17'-61/2" 10'-7" " 6X6 ACQ POST - _•' 6X6 ACQ POST �® 16X16 PIER 16X16 PIER w/ 2'X2'XI'FTG. ..... 2'X2'Xl'FTG. BELOW GRADE T BELOW GRADE •--- O v!) 1 1-4 O i 1 (Z)2X10 ACQ GIRDER c=_ ❑ ____ ❑ I� NEW LOWER DECK STEEL COLUMNS TO CONTINUE TO 16X16 PIER (AT GRADE LEVEL+/-). SECURE COLUMS WITH 10X10(min)BASE PLATE WITH(4)1-BOLTS.WASHERS, 6X6 ACQ POST NUTS.ALL CONNECTIONS TO BE PRIMED OR N E 12"dia.CONC.PIER STAINLESS STEEL.INCLUDING ANCHORS. PROJECT ECT N 0 RTH PROPOSED FOUNDATION PLAN , ' 24'X24"%12"FTG. ; 16X16 PIERS TO HAVE(4)MS VERTICLE REBAR, T BELOW GRADE CONTINUE TO FOOTING. S SCALE: 1/4" = 1' (TYPICAL) -- � (2]2X10 ACQ GIRDEQ (2y 2X10 ACQ GIRDEQ 22)2X10 ACQ GIRDER ' 11__ p _ 1 _ 1 1 no O < A ^ w 3 ) O U O v, o Q V � � -- IT ENTRY CiOfET C EDRAL ' TVB/SHOWER LL CELL 'G UQ _____ 5'-11'/s'x 3'-11%" i 1'-Il%"x 1'-11'/." j I� I 5'-11'/"x -I I' 2'-11'/."x I'7;5" >_w RELOCATE EX.DOOR 3'-11'/"x 3'-3'/' FWGD60611 L ACW3040-3 RSL j a ADD APW146B F 5'-Il%'X 6'-0%" ° P7 N q p b 'I L ACW304 -2 L AAN3016 V AAN4034 V u ' v TO CENTER ON 5X5%1/4 TUBE STEEL �' 4VV3 40• LR TEMPERED') �j II i' II TEMPERED i'^ fEMPCRED SIDELIGHT A�j I WATER SIDE DOOR COLUMN,BOX IN TO BE I x to ji II I j j _ � --------------T_EMPE_R_ED_•_—____•_—____•_�____•_ 10 00S.(TYP)------ ----- ___________HSSi%6 4Tt ----------- ----------- _ _ _, ___• • --------------------------- .�pp. ' LA 4 T _ SFE_LGRID H Go• - -- _4------- �-- ---- - m .u. ' 1 X .- -- w IPF " N• _ __ __ _____ _ , yam• �I 1 I� U r1 •• `d„ UPPER DECK v• in" ' wi i , w m I � A w w w w � N v CI I 1 1 I� (BY OTHER$) � O W W M HSS 5X6 1/4 TUIE STEEL GIRDER �' ( ' ( ' 1=- PROPOSED 1ST. FLOOR PLAN a'I ` ` ' `p � I IX x VIII IIx /2)(B IPE PJ(d16'OC_ SCALE: 1/4" = 1' I I H USXMN.TUBE STEEL I __ _ _ ______ O (ONMN.BOX IN TO BE �(wf� N IOX10 O.S (NP) i SS X6X1 4 T BEST EL GIRDEii ' _' ---(—E PROJECT NORTH -:__-__._ -r- _==--€--=--- --- W d S SEP 1 6 2.019 F 8'-91/a" 8'-9'/4" 10'-7° BOXLAT OUT ALL ACO BAMS TO BE 10X10 M PLATE AROUND GIRDiRS WITH 2 K ACQ W /R P TO'-3,'4)AND WLAPPEU RVIIHEQUIRED IXICAn ISE ALL 4 SIDES) F1AH AS REQUIRED PLATE COLUMNS WI'H 5/4 ACQ AND " - - - ------------- (T WRAP W, IXIO IPE LOWER DECK ALL STEEL TO BE WE'DED TOCF7HER COLUMNS TOs.NC-{<R TO PIER BELOW FIMSLi DETAILS(COUNTER,SEATING,etc SEE LANDSCAPEARCHITECT r r w•) 4 DRAWN:MH/MS �- e\ SCALE: 1/4"=1'•0" JOB 4: \�`,•�.,".� January 29,2019 SHEET NUMBER: A-2 REVISIONS: 5X5XI/4 TUBE STEEL COLUMN.BOX IN TO BE 10Xio O.S,mp) W6X25 STEEL GIRDER i i W6X25STEEL61R6E-R —� m i I 'W I ' Y--•1 w W--- STEEL GIRDER I "' W6X25 STEEL GIRDER I - V 5X6 TUBE STEEL 5X6 TUBE STEEL - ------- - ------ - -------- ------ ---------------- ---- - ---- -- —•---•---•—•---------------•--- ' w GIRDER 2X2 IPE SLATS @8"OC GIRDER ; I -- -------- - --- --------- ------ I M-----------------------------------M I ' I V)o I'll �i ' N H �U - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o � X8 IPE PERGOLA JOISTS @16" OC I i ; ; ; I ; e � In _ W6X25 STEELGIRDER --=' I '_---------------W6X25 STEEL GIRDER----------- ' a I jI I -- - -- -------------- ----•- - •- -- - a W OC, 0 O 2X10 IPE 1 1 1X10 IPE WRAP 13_5., 13'-5" BOXOUTALLACQBEAMSTOBEIOXIO ~ a O I I 1 X10 IPE WRAP I I PLATE AROUND GIRDERS WITH 2X ACQ ►H-� pW it I I 26'-�0" 5' IPE(ALL4SIDES). IA HATPBAff NEARPOOLLOUVERS Q o I I WITH RUBBERIZED PROTECTION.PLATE n 1 it j I I 27'-8COLUMNS WITH 5/4 ACQ AND WRAP WITH G. " IX10IPE. 1 1 1 ALL STEEL TO BE WELDED TOGETHER. I i COLUMNS TO ANCHOR TO PIER BELOW FLOOR PLAN PROJECT NORTH NEW CABLE RAILING SCALE: 1/4" -- w O 1 I EXISTING 2X10 DJs O ¢ ° EX. GIRDER ►T"i 5X5X1/4 1 2X10 ACQ DJ @16"OC TUBE STEEL COLUMN EX. 6X6 POST 2X12 ACQ SX5X1/4 (2) 2X10 ACQ + W6X26 STEEL W GIRDER GIRDER GIRDER TUBE STEEL COLUMN - -SHADE 16X16 CONC. PIER EX. PIER 16X16 CONC. PIER 12"dia. CONC. � , , SHADE 74 (4) #5 VERT. REBAR (4) #5 VERT. REBAR PIER 1 1 1X10 IPE 1 1 WRAP 1 24"X24"X12" 24"X24"X12" 24"X24"X12" vr� CONC. FTG. CONC. FTG. CONC. FTG. IXIO 1X10 IPE WRAP � � � � WRAP O o � x o b EXISTING a FOUNDATION R i ' ' 5X5X1/4 CROSS SECTION I 1 1 1 5X5X1/4 TUBE STEEL 1 1 o E 3 i TUBE STEEL COLUMN SCALE: 1/2" 1� 1 1 COLUMN 1 1 1 1 I I rA 1 1 I 1 UQ 16X16 CONC. PIER a ,- rrte Ivil u ol(4) #5 VERT. REBAR r lL 14,r o Ln POOL CONC. SEP 1 6 2019 0.4 a WALL (VLF) 24"X24"X12" CONC. FTG. —So,thoId Town Board of r to U x x CROSS SECTION Rc� a y` SCALE: 1/4" = V-0" ` s Y DRAWN:MH/MS SCALE: 1/4"=1'-0" �tl O JOB q: t January 29,2019 SHEET NUMBER: A-3 REVISIONS _ SITE DATA: SCTM # 1000-94-01-04 ? DESCRIPTION: TOTAL: LOT COVERAGE: EXCAVATE: FILL: PROPERTY: 40.769 SQ.FT. 0.936ACRES d PROPERTY WETLANDS: 14969 SQ.FT. O ` { N BUILDABLE PROPERTY: 25800 SQ.FT. 0.5923 ACRES ESTIMATED AREA OF 3000 SQ,FT. '. I _ / ♦ L;,,, f µ 'I GROUND DISTURBANCE: I I 1 ♦_/ rc ` , I - ' EXISTING HOUSE: 1701.0 SQ.FT. 6.6% xt' EXISTING SUNROOM: 136.5 SQ.FT. 70 REMOVE 1 1 EXISTING DECK: 238.2 SQ.FT. 0.9% I EXISTING POOL: 720.0 SQ,FT. 2.8% i I WELL I ' I 1 DEVLOPED I PROPOSED SUNROOM: 256.0 SQ.FT. 1.0% 100 CU.YD. 25 CU.YD. WELL i PROPOSED DECK ADDITION: 561.3 SQ,FT, 2.2% 6 CU.YD. 2 CU.YD. O I ------ -___._._ _ PROPOSED BALCONY: 68.0 SQ.FT. 0.3% '~ 75 - PROPOSED POOL PERGOLA: 343.5 SQ.FT. 1.3% 6 CU.YD. 3 CU.YD. M EXISTING POOLHOUSE: 628.3 SQ.FT. 2.4% i EXISTING OUTDOOR SHOWER: 64.0 SQ.FT. 0.3% g ! EXISTING SPA: 49.5 SQ.FT. 0.2% tjo UNDEVLO EXISTING SURGE TANK: 1200ga1. 12141618202224 = 83.50', w M 26 26 30 32 34 3638 40 42 44464850 4 52 54 56 5860 `` °� 62 L 1 EXISTING DRYWELLS: 8'dia,26vf n 62 100'AS BUILT 6'HIGH FENCE f I uc °.ffaix• X 1 U S 21027'20" E ; E �,. ♦ vM,'1D% S/►i� EXISTING RETAINING WALLS: 112 If r 'ICLEM •'. O E� u 1 OUi 1001.FROM TOP OF BLUFF CLEAN I _-----------_---- � -- _ --------------------_---- • _ 60 O- .� ' I o 1 J--1 59.3' '` 4.8 s a Z6 3 �soigp6j- '',.%':'A w f! TOTAL: 4832.3 SQ.FT. 18% 112 CU.YD. 30 CU.YD. Y Q O�1 f OAV IVT1�11�1' _- IT N'-T PATlO f{!TK K I ..� m 1 160.F .0' �$// J" •fylP Cdk,.16'd-pI Nr 1 �J DECK ^ ';�. LEACHING POOL L. 4.0 iwiPERGOLA f/r _ Rs W MEETS 5 BOUNDS BY: PECONIC LAND SURVEYORS SURVEY DATE: JUNE 19.2018 1I LOWER SPAN� 1- ', DECK ExImNG 4RDr root �.• "tom" 7 1_ I Ii I Co"m EL 639 15 v I IOUSE ('GLEAN OUT O Z Q 1 1 1 168.0' i -------- 4a t 1_ PATO ON GRADE � ' EX.FIRE 1 1 PIT ;:67.4' , 41h POOL F EE Ip LONG ' �� EXISTIN 1 S L A N D , 4.0 GATCH /-♦ /-♦ BASIN O iT�i s1.8' _- - POOLHOUSE 1 fAw 1 Ow 1 10 > SOUND I,,1 m - CATCH _ 3.0'-4 I � EXISTING / WSIN 9T POOl FENCEyO m� , 2 STY HOUSE ( l / ♦ W ER I 0, OI 51.8' DW I I NE M j r7 .0 \ Ol O O' I,� 28.3' i f DW I I DW..I TEST TiOLE O ,rE o. EL 60.5 J 1T I 1'O UIG PROPANE 0 TANK P 100'FROM TOP OF BLUFF / .'.. . •_., .---• I tH•uNE - ARE 1 / R DRANT 1-�•.I N 20012'40" W 393.97' 62 ,;P4LE � DEVLOPED 1 PUBLIC WATER EXISTING GRAVEL DRIVEWAY 1 P m SOUND VIEW AVENUE 10 SITE PLAN I" W n STORM WATER MANAGEMENT DETAILS SCALE: 1 - 30 -0 -�• 1 Q W � ROOF AREAAT POOLHOUSE 756450 FT N.T.S. Q Z AT 100%WATER RUNOFF 1261 CU FT .. PROVIDE(1)B'DIA X 4'DEEP DRYWELL DRYWELLS CAPACITY 1690 CU Fr. JUL - 1 2020 Z O o � WSo,lth�!d Town U ~ 0GEE GUTTER-STANDARD S" Board of TTUStE S O NOTE 1>�T,ON: APPROVED BY A)DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 2,.A).PREPARATION: BOARD OF 1 RUSTEES A).Qfi1N SURFACE THOROUGHLY PRIOR TO INSTALLATION. / 8).PREPARE SURFACES USING-TS METHODS RECOMMENDED BY THE MANUFACTURE FORACHIEV METALS THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. TOWN O F S O U T H O LD C).PAINT ODNCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR .It C { 4 METALS WITH PROTECTIVE BACKING PAINT. 3.INSTALLATION: A).PERFORM WORK IN ACCORDANCE TOW WITH CDA HANDS"TO 2-K AND THE DRAWINGS. DATE 1 �`• 1).GUTTER TO BE PITCHED TOWARDS LEADER 1'TO Z'FOR EVERY 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. AJI .. ^�J� a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPWITS AND /f�,(,(I'�( �1/ ACCESSORIES. S 1 //^ DRAWN: MH/MS B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT i•^ i,' \ 3).CONNECT CONNECTORS TO STORM SEWER SYSTEM AS INDICATED.SEAL €�y �j �-� ��1 •� 1< p' A ' + SCALE: 1 1 JOB#: CONNECTION WATERTIGHT. k DRY WELLS TO BE 10'MIN. 4).PROTECTION: LjI'�, � Tuesday,June 30,2020 AWAY FROM HOUSE A'PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. __ 1"''1 1r. B.TOUOFUP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL �__='.� <V ) SHEET NUMBER: COMPLETION. C,^1 E ?• :, 233 ,f e c__ SITE DATA: SCTM # 1000-94-01-04 DESCRIPTION: TOTAL: LOT COVERAGE: EXCAVATE: FILL: a PROPERTY: 40,769 SQ.FT. 0.936ACRES O PROPERTY WETLANDS: 14969 SQ.FT. V STORM WATER MANAGEMENT DETAILS BUILDABLE PROPERTY: 25800 SQ.FT. 0.5923 ACRES P4 w NEW ROOFAREAAT HOUSE:2318 SQ.FT. ESTIMATED AREA OF 3000 SQ,FT, a AT 100%WATER RUNOFF:387 CU.FT. N.T.S. GROUND DISTURBANCE: PROVIDE(2)8'DIA.X 5'DEEP DRYWELL TOTAL DRYWELL CAPACITY:422 CU.FT, ROOF AREA AT POOLHOUSE:756.4 SQ.FT.iW AT 100%WATER RUNOFF:126.3 CU.FT. EXISTING HOUSE: 1701.0 SQ.FT. 6.6% PROVIDE(1)8'DIA.X4-DEEP DRYWELL DRYWELLS CAPACITY:169.0 CU.FT O EXISTING SUNROOM: 136.5 SQ.FT. TO REMOVE - - EXISTING DECK: 238.2 SQ.FT. 0.90/0 1 OGEE GUTTER-S-ANDARD 5" O NOTES: EXISTING POOL: 720.0 SQ,FT. 2.8% ^/ 1).EXECUTION: �^•L•i K ku I A).DO NOT BEGIN INSTALLATION UNTIL SUESTRATES HAVE BEEN PROPERLY PREPARED. 2).PREPARATION: PROPOSED SUNROOM: 258.0 SQ.FT. 1.0% 100 CU.YD. 25 CU.YD. A).CLEAN SURFACE THOROUGHLY PRIORON. REMM B). PREPARE SURFACES USING METHODS REOMMENDSENDED BY THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THESUBSTRATE UNDER THE PROJECT CONDITIONS. PROPOSED DECK ADDITION: 561.3 SQ,FT, 2.2% 6 CU.YD. 2 CU.YD. Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BACKING PANT. PROPOSED BALCONY: 66.0 SQ.FT. 0.30/0 - - 3.INSTALLATION: A).PERFORM WORK IN ACCORDANCE WITH OA HANDBOOK AND THE DRAWINGS. PROPOSED POOL PERGOLA: 343.5 SQ.FT. 1.3% 6 CU.YD. 3 CU.YD. 1).GUTTER TO BE PITCHED TOWARDS LEADER 1•TO 2"FOR EVERY 40'OF RUN. 2).SHEET METAL30IN LENGTHS WITH WFTERTIGHTJOINTS. a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND EXISTING POOLHOUSE: 628.3 SQ.FT. 2.4% ACCESSORIES. B).ALUMINUM:RIVET AND CAULK WrN A BUTYL SEALANT SLIP JOINT EXISTING OUTDOOR SHOWER: 64.0 SQ.FT. 0.3% \ CONNECTORS. - W 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL CONNECTION WATERTIGHT. EXISTING SPA: 49.5 SQ.FT. 0.2% DRY WELLS TO BE 10'MIN. 4).PROTECTION: AWAY FROM HOUSE A)•PROTECT INSTALLED PRODUCTS UNTIL OMPL.ETION OF PROJECT. O EXISTING SURGE TANK: 1200ga1. B).TOUCH-UP,REPAIR OR REPLACE DAMAGE)PRODUCTS BEFORE SUBSTANTIAL O Ir COMPLETION. EXISTING DRYWELLS: 8'dia,26vf eOA p EXISTING RETAINING WALLS: 112 If Hwy W Q > z TOTAL: 4832.3 SQ.FT. 18% 112 CU.YD. LEE] O U WO E'•I MEETS&BOUNDS BY: PECONIC LAND SURVEYORS SURVEY DATE: JUNE 19,2018 5V Yr cn cV O 1 X HAY BALE OR SILT FENCING ` V) M�f O^ HMTR OF THAN W FROM M .Y :• ' NO MORE THANNG FROM Tom. C"I W " v PROPOSED WORK AS ,P ;P S E RLTAINIM ALL j INDICATED ON M PUN UNDEVLOPED O 12 14 16 18 2022 24 ' PROP ED R AINING WALLJLND NEW FENCE CONSTRUCTION �.C 01 ' 26 28 30 32 34 3638 40 42 44464850 52 56 5860 •4 7 1� L�UN[bRMS TO S H D CODE CHAPTER 236 ✓ \ 54 62 \ (, 1 66= 64 I�. s . J .r,-� EXISTIN 4' I H fENCt., 00 N 88045'20" ' 4 0 �, E E •!• • l w°EC K \I BOW EL 63.2 x OW u ,� y '1 1 S 1 j< -• • \ ry•• ©ID • V ..r 71 JILL 1001 FROM TOP OF BLUFF I .rrr F• j'. cn,l l' )N �'VO 4 - ° .60 m 6etp . MAN i ILL 1L.�p 'F� (�.� O �G p 11 -•-� ` ' B 13.d' _ _ - I."R)%"'CO SINGIaA0.JSC e.C�C v,I L(� V `� T3 O i 0_ 59.3' '--'T('-��.$ ..-- 4.3 Ir l n•.r r vATIo TW),l srrr+ ) I �• CTS Clj �E 7 KD` 1 1 1 P101OIl�CKMCKD ------ ---' PLANTER a2� 'd� N m m 1 P I G ' � U cv a� 1 1 ®r.517., 7.E)' ,+C 1 8'Aln x l6d.rp �' / O W + 1, lam_ 11 1 i V LEACHING PCK)L ,,--•-'1 LOQ�IN� 1=�•� EXISTING t vROPOSED En SpA' PLANTER CAf S IRON 1 I_ DECK LOWER m EXISIMG II%II PDOI J MAN H-FIR ' 1 I_ I 1 I'G DECK COPING EL 63.9 •, T 11CUSE 69.0' S TH' _ K r c�L,rL -6� PATIOONGMUE 1 1-1 EX.FIRE - R,POOL FE415 �O / DEVLOPED PIT 67.4' 3 IRR GATroN WEu LONG ATCH W PUBLIC WATER 1 I L 4.0 Y,4'DEEP 1111-1 COUNTEx � �1 N _ BASIN I S L A N D 1 •$' w/STORAGE BELOW TO BE EXISTING �gm,. 10 r 1 -Z p 1=�--� INSTALLED ON EXISTING DECK POOLHOUSE 1 N•d..p 1 7 U SOUND p 35.7' ?' j O T' 23.0' 0 EXISTING d - 4'h POOL FENCE w} lY 0 (n 2 STY HOUSE I� Irl OI I 00 _y .0' ii u�.• ", _ U .�6 O I I� BASIN iI ♦ i•-♦ m. ••�rdl, kl I.> ____________________________ 28.3' 14! \5 j O � ...--'-"-'--'--.._______ II - ••.•..........1a 11 1 s 1 ry TEST HOLE _ of rm_- + . . / DW . . I Q N EDI IAS U/G PROPANE Q IB'AIa iI EL 60.5 I I'O TANK •••••'n 1 6'd.p I......r• o� E DEVLOPED 1�1 I 1:09 °' b f Q PUBLIC WATER 100'FROM TOP OF BLUFF - �� / _ - T �•WA ER F E 1!� J iT �i -\I(/- .� d.....- METER OHVANT IT S 90°00'00" W ' ' //� / // - 393.971 621 TE 111 V NONTURFF BUFFER WITH PERMISSIBLE VEGATATION T AS APPROVED BY TOWN TRUSTEES(SEE CHART) L DEVLOPEQ 1 L PUBLIC WATER �I EXISTING GRAVEL DRIVEWAY ^ i F P h SOUND VIEW AVENUE( s SITE PLAN " SCALE: 1" = 30'-0" DRAWN: 4 SCALE: JOB#: E a9/25/2019 y SEP J 0 r'0,19 SHEET NUMBER: S-1 SITE DATA: SCTM # 1000-94-01-04 DATE: B.P.# r AP ROVED ASNOTED/bO p� DESCRIPTION: TOTAL: LOT COVERAGE: EXCAVATE: FILL:PROPERTY: 40,769 SQ.FT. 0.936ACRES O FEE:z,� BY: Ao PROPERTY WETLANDS: 14969 SQ.FT. NOTIFY BUILDING DEPARTMEAT 765-1802 8 AM TO 4 PM FOR THE BUILDABLE PROPERTY: 25800 SQ.FT. 0.5923 ACRES W^ FOLLOWING INSPECTIONS: ESTIMATED AREA OF 3000 SQ,FT, a 1. FOUNDATION - TWO REQUIRED GROUND DISTURBANCE: FOR POURED CONCRETE 2. ROUGH = FRAMING & PLUMBING w 3. INSULATION EXISTING HOUSE: 1701.0 SQ.FT. 6.6% T/1 4. FINAL - CONSTRUCTION MUST EXISTING SUNROOM: 136.5 SQ.FT. TO REMOVE O BE COMPLETE FOR C.O. a ALL CONSTRUCTION SHALL MEET THE EXISTING DECK: 238.2 SQ.FT. 0.9% O REQUIREMENTS OF THE CODES OF NEW EXISTING POOL: 720.0 SQ,FT. 2.8% I) YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. PROPOSED SUNROOM: 258.0 SQ.FT. 1.01/0 100 CU.YD. 25 CU.YD. COMPLY WITH ALL CODES OF PROPOSED DECK ADDITION: 561.3 SQ,FT, 2.2% 6 CU.YD. 2 CU.YD. NEW YORK STATE & TOWN CODES PROPOSED BALCONY: 68.0 SQ.FT. 0.3% AS REQUIRED AND CONDITIONS OF PROPOSED POOL PERGOLA: 343.5 SQ.FT. 1.3% 6 CU.YD. 3 CU.YD. T �`�'��� �i•y EXISTING POOLHOUSE: 628.3 SQ.FT. 2.4% - - s8u I r,u #W,=UN{SUN 0ARD EXISTING OUTDOOR SHOWER: 64.0 SQ.FT. 0.3% S=9%D G EES EXISTING SPA: 49.5 SQ.FF. 0.2% T/1 EXISTING SURGE TANK: 1200ga1. V 1 W EXISTING DRYWELLS: B'dia,26vf - O 0 EXISTING RETAINING WALLS: 112 If H W OCCUPANCY OR Q Q USE I S UNLAWFUL TOTAL: 4832.3 SQ.FT. 18% 112 CU.YD. "CUYD. O U ~-+ WITHOUT CERTIFICATE RETAIN STORM WATER RUNOFF � OFOCCUPANCY PURSUANT TO CHAPTER 2 EEfS&BOUNDS BY: PECONIC LAND SURVEYORS SURVEY DATE: JUNE 19,2018 V OF THE TOWN CODE. - 1 IU I I HAY BALE OR SILT FENCING I LIMITS OF CLEARING TO M NO MORE THAN FROM 1 " .... PROPOSED WORK AS I r..l INDICATED ON SITE PUN � � � •155.101' UNDEVLOPFD � � S 1214 16 16 2022 24 2 28 30 32 34 3638 40 42 44464850 64 _ L 1 EXISTING 6'h WOOD STOCKADE FENCE N 2rj 1 52 54 56 58 6062 �t L . 4 62 383.50I1 m rl O N 88°45'20" E g _.,_._,._,._.,. - 66 CONTROL CABLE 6 ..I __-.._ _ '.y1_____________u0. L BOX u BLUFF 1 se rev '-•- r _ _____________�'! mDW O 13.0' - -- - y r r P Vl l 0 t"4 �( ♦O i^+ -� 59.3' 24.8 _ i413 - ' PATIO It mPRDDECKED" 21 ___,__ __ IDJ5 SF PUNTER 82 O I n N W Z FLI V -14 m I G 1 - - ^w .�. EXTEIJSION \ I Lr) Q) 1 D P A N •• ________ O p DO1114 E%I LNG PEll PUNTERDECK LOWER EXISTING4'%IB'POOL •� -li HOLEl I A DECK 1 66.0' 113. ,a. 01 PATIO ON GRADE 1 _-t EX.FIRE �W- ' �W� - 'f ,"O 000 .fl - I I _ ' IRRIGATION WELL ,T POOL FENEE tiC 1 DEVLOPED N . 3 ' 9 LONGI ------------------- --- __ --------- d�� o LCAT W PUBLIC WATER O (�] 1 4.0 3-4-DEEP n / 1 ^,Y.. oo _ BASH ISLAND �y ' 51,6' I __RAGE BELOW TO BE I i EXISTING ied a. 1 �y L ! QT POOLHOUSE l4aa�P 1 0 1 _ INSTALLED ON EXISTING DECK SOUNDF I 35.7' IN I r \W 5 I 23.a D m' EXISTING W LL I 2 STY HOUSE ®. •'j•• (1 D 56.9'4'h OL UNCE' co �r ILL .51.8' .0' CATCH***-.. O O� Im 283' 1 OBASIN .....�f'I'd- ® lae�a •1 40 1 ° TEST , 1 DW -i EL.60 5 Z F �• O I"I 0 U/6 PROPANE Q .N 1 d&e`L.....:• I o s 6 E o DEVLOPED r , 100'FROM TOP OF BLUFF - �W ��' - _ - - - - _ WAR Q- PUBLIC WATER O y = _.� -W_ _ _ > OH METER HY1 tE DRANT 1 op S 90°00'00" W I I I I I , , i 11111////��1! 11 /• 393.97 62 LIT ITY P4LE � NONTURTF RL4=FEF WITH P'RMI`SIFI E VFGATAl ION AS APPROVED PY TOWN T101T1E1(SEE CHAPT) DEVLOPED I L PUBLIC WATER EXISTING GRAVEL DRIVEWAY ^ I F'�yy P SITE PLAN U x tt - 3 " O SOUND VIEW AVENUE SCALE: 1 - 30-0 � S ,a• !. DRAWN: SCALE: '<- JOB#: v 8/8/2019 SHEET NUMBER: 40 . ,�. 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N a` P4 x i POOL PERGOLA ELEVATIONy�° = � DRAWN: • SCALE: 4 t� <► y� ' JOB#: 8/8/2019 SHEET NUMBER: A- 1 �� r� W w Q w Q w 5X5X1/4 TUBE STEEL COLUMN,BOX IN TO BE 10X10 O.S.(TYP) W6X25 STEEL GIRDER I I W6X25 STEEL GIRDER I uO I I I M+i W W6X26 STEEL n , +7- ' p= i ' i GIRDER 1� Q I W =0 W� =0 WI I O m ce I I I� " m �' I I � —= HAD - -=: - HAD rT, I 1X101PE W W6X25 STEEL GIRDERI I ILL' w' W W6--5 STEEL GIRDER WI I WRAP 1--1 I Ky------------------------------______ .}--____________--------------------_� I I I 1 1 11 '.xo ' I I10 Xol I i N i'3 i i'3 '3i 1X101PE 1X101PE I I - WRAP 1 1 1 1 WRAP 0 =O 5X5X1/4 5X5X1/4 TUBE STEEL 1 1 W6X25 STEEL GIRDER - _ I ' I _ __ __ _ W6X25 STEEL-G_IR_DER--- TUBE STEEL COLUMN p COLUMN ------------------------------------- 11 11 ---------------------------------------- 11 11 m N r o m011 m ai v 13'-5" 13'-5" BOX OUT ALL ACQ BEAMS TO BE 10X10 " PLATE AROUND GIRDERS WITH 2X ACQ 16X16 ERT. PIER o cci m +j (RIP AS REQ.)AND WRAPPED WITH 1X10 (4)#5 VERT.REBAR O � !� ++ 26'—10" 5' IPE(ALL 4 SIDES).FLASH AT BASE NEAR POOL POOL CONC. t,, } @0 cz WITH RUBBERIZED PROTECTION.PLATE W +� +.S4 WALL(VIF) z v COLUMNS WITH 5/4 ACQ AND WRAP WITH 24"X24"X12" a) In i 27'-8" 1X101PE. CONC.FTG. c' ALL STEEL TO BE WELDED TOGETHER. .0ca ew COLUMNS TO ANCHOR TO PIER BELOW CROSS SECTION v FLOOR PLAN PROJECT NORTH SCALE: 1/4" = 1'-0" N o W 'ocu SCALE: 1/4" = 1'-0" w O N + Anea rp 7 4 DRAWN: (e. SCALE: JOB#: 8/8/2019 SHEET NUMBER: A-2