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HomeMy WebLinkAbout39975-Z �i TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 39975 Date: 7/29/2015 Permission is hereby granted to: Mindvase LLC 243 Fifth Ave New York, NY 10016 To: Construction of a new single family dwelling and in-ground swimming pool as applied for, per SCHD approval - 2 c.o.s required. At premises located at: � � ( a 995 Southern Blvd, East Marion () r SCTM # 473889 114u-r Aut L I Sec/Block/Lot# 22.-1-10 Pursuant to application dated 12/22/2014 and approved by the Building Inspector. To expire on 1/27/2017. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,884.80 CO -NEW DWELLING $50.00 SWIMMING POOLS -IN-GRO H FE LOSURE $250.00 CO - W GP L $50.00 Total: $2,234.80 Building Inspector 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 I%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$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. 101221 N New Construction: Old or Pre-existing Building: (check one) Location of Property: Ecsl' MWl'.,n Ny 111,501 %Ou_ rAol . House No. Street Hamlet Owner or Owners of Property: K%ncwose L LC . Suffolk County Tax Map No 1000, Section 22 Block 1 Lot SCD Subdivision 1kQ VC V 1 tLJ Filed Map. 5(D 2 1 Lot: 1 Permit No. L1 J Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ Sod Applicant Signature FIELD VSP=TTQN REVOAT DA,T co FOUNDATION(1ST) -� � • wwwwwwwTwwwwpwYww�wpwpwTwpYwwYww ,' FOUND4TIQT`1(2ND) C' -S) o �Jn , rA ROUGH FR `10x& PLUMBTtIG IMULATION PER N.'St''. �H STATE ENERGY cbm, o ®C1 FINAL Az T5 7K. • G . "7-a,9I r v � Z (�- C,. ' • J O z r d TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying9 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 / SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form NYSD.EC. Trustees Y, C O Application Flood Permit Examined 20 Single&Separate ;K- Storm-Water Storm-Water Assessment Form ✓ Ic JContact: Approved20 Mailto: --Disapprov \;5,7-\;5,7- "trrV l W4 M I o0a) one. EXUjration 20 ✓ s cto PLICATION FOR BUILDING PER u SEP; 014 Date % - �� — ,20—i-t- INSTRUCTIONS BLDG DEPT. `�„ TE0l IaRp�g4p,R]61vlu be co pletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 se o p ans, t pl 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 I 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, sing code,and regulations,and to admit -an or�efii,pec1crs o}1 prei�}isGs�n m. u Idmg for necessary inspections. DI), IILL� u 1�J lae�t�� 1 (S at re o applicant or name,if a corporation) DEC 2 3 2014 2-Ik� ��h �v - 2014 JJ (Mailing address of applicant) State whether[applicin-tTj' owner,lessee,J agent,architect,engineer,general contractor,electrician,plumber or builder t_ TOW1 OF SOUTHOLD to&A2 vx-e—r Name of owner of premises fy so-n (As on the tax roll or latest deed) If app ant is a corporation _ynature of duly authoriz officer • uv%, r me and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done. ! 1° t 5,.,y-Min orEJV �vi�Vlmte� House Number Street Hamlet County Tax Map No. 1000 Section `Z. Block_ Lot 1 (� 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 V C^Cn-V)k b. Intended use and occupancy `L C 3. Nature of work(check which applicable) New Building `�/ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units____, Number of dwelling units on each floor If garage, number of cars 9- 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. re-S VC4'A i'0 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories � 1 8. Dimensions of entire new construction:Front Depth O Height 3 9 '--D(9```, Number of Stories �-- 1 9. Size of lot:Front l2$ Rear 1 `nS Depth (9 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated L- q0 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO 13 Will lot be re-graded?YES_NO Will excess fill be removed from premises?YES_NO_ 14.Names of Owner of premises Mi rr \lc&e_ i t.0 Address 2,9S SAVti AVC Phone No. Name of Architect 3-)v s S T c-tpr4 Address e c,1 jAC k ja sfi_Phone No Name of Contractor Address Phone No. - 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO } � *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. t- P b.Is this property within 300 feet of a tidal wetland?*YES NO 'L/ t *IF YES,D.E.C.PERMITS MAY BE REQUIRED. g� tl7 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. u y W 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. a 18.Are there any covenants and restrictions with respect to this property?*YES ✓NO d *IF YES,PROVIDE A COPY. in Uj STATE OF NEW YORK) J SS: COUNTY OF i being duly sworn,deposes and says that(s)he is the applicant (Name 6f individual sigmn contract)above named, Z • (S)He is the f� �, (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 to before me this day of 20_1(-_ 1 , Notary Public gnature o pplicant t Scott A. Russell �`==` `' STtO R MIWAT]E K SUPERVISOR IMIANAtGf]ENHENT SOUTHOLD TOWN HALL-P.O.Box 1179 , 53095 Main Road-SOUTHOLD,NEW YORK 11971 'own of Southold e C�f ;:q CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT DE DOES THIS PROJECT LNVQi,.'E ANY OF THE :BOLL{jWLNG: iCHECK ALL THAT APPLY Ye-3 No ❑EIA. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. r ®® B. Excavation or f illing involving more than 200 cubic yards of material within any parcel or any contiguous area. ®[3"/C. Site preparation on slopes which exceed 10 feet vertical rise-to i 100 feet of horizontal distance. ; C, rc � W E j ,�,f D. Site preparation within 100 feet of wetlandsn1be .c , bluff or coast1❑LJ P perosion hazard area. I �; ! ®[T`E. Site preparation within the one- undred-yea;l�flol dpAAan as ,"" e1p5lct I on FIRM Ma of an watercourse. �--------- Map y 61LnG DEPT ❑ F. Installation of new or resurfaced impervious surfaces�-of_1�004�_s_qua feet or more, unless prior approval of a Stormwater Management , r Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date tt County Tax 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 with your Building Permit Application. —APPLICA\T Tioperty O;tner.De--rgn Piofe_slonal Agent,Contractor,Others S.C.T.M. * 1000 Dalt Mtrfci rh Section Black Lot c� ^ / *�FOR BUILDING DEPARTMENT USE t�NLY CnwactInfonnatror l��� !�O • Rei°lcn ect F3}. — — — — — — — — — — — — — — — — — — c Date_/ Property Addreva/Location of Construchun Work: • — — — — — — — — — — — — — appro\-ecl fol processing Building Permit. �s 9.�'��nD�✓1 i�1 Stormwater Management Contiof Plan Not Required aa �Ar_ ;n rt 1.1 I °� e'I Storm\\atel Nlanagement Cont=ol Plan is Required. (Foiwalcl to Ensuleel Ing Depaitment for ReN•ie:i•.) FOR.N/[ ='SiN,IC'P-TOS\,IAY ?i?l4 APPLICANT S.C.T.M.# 1000 CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) 0 oa,�tt 5UFFQIr 16, 10 Stormwater Management Control Plan CHECK LIST NAME l�O, �1®� section Bock Lot _ z S M C P -Plan Requirements. Provide ONE copy of the Building Permit Application. P'cPnnZIZ late* ? ol The applicant must provide a Complete Explanation and/or Reason for not providing >� all Information that has been Required by the following Checklist Sinalu a Telephone Numbcr f' 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Herel show all of the following items: YES NO NA If you need additional room for explanations, Please Provide additional Paper. REQUIRED a. Location& Description of Property Boundaries00 DRAINAGE IN b. Total Site Acreage. X00 Contact TOS Engineering at - 1560 before c. Existing-Natural & Man Made Features within 500 L.F. ®�9 ftekflll,OR Provide Engineer's Certification of the Site Boundary as required by§236-17(C)(2). ftt the drainage has been installed to Code. d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water 0� e. Limits of Clearing & Area of Proposed Land Disturbance. ��ZO LA T-e,D eA 90-r ProuaDF,!) f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) ®0� g. Location of all existing & proposed structures, roads, driveways,sidewalks, drainage improvements & utilities. h. Spot Grades & Finish Floor Elevations for all existing& proposed structures. 1. Location of proposed Swimming Pool and discharge ring. (*GKA(RG6 FW CJDT- DWaJ j. Location of proposed Soil Stockpile Area(s). 00 k. Location of proposed Construction Entrance/Staging Area(s). ®00 EROSION &SEU 1. Location of proposed concrete washout area(s). 000 Shall include but no t be jil-nited to. M. Location of all proposed erosion&sediment control measures. ®00 A well maintains ons 2. Stormwater Management Control Plan must include Calculations showing NAjirp Backed Silt Fencingr S that the stormwater improvements are sized to capture,store,and infiltrate 1CRAdjnR of exposed and/or Ina We solls. on-site the run-off from all impervious surfaces generated by a two V)inch 0� rainfall/storm event. 3 Details&Sectional Drawings for stormwater practices are required for approval Items requiring details shall include but not be limited to: a. Erosion & Sediment Controls. 0®= IL. & f 0,R055 ScdcN b. Construction Entrance&Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 0®= d. Leaching Structures (e.g infiltration basins,swales,etc) 0 **** FOR ENGINEERIN EPART USE ONLY Ii D Additional Information is Required. ' Reviewed& Stormwater Management Control Plan is Not Complete. Approved By: .L — — — — — — — — — — — — — — — — — — — — — — ,. Stormwater Management Control Plan is Complete. Date f" ® 1160, SMCP has been approved by the Engineering Department. FORM * SWCP Check List-TOS MAY 2014 - g7s- ID A N I E L G O L M N E R A R C H 1 T E C T S 1 52 WEST 25'" STREET NEW YORK, NY 1 0001 INFE3@00LDNERARCHITECTS COM TELEPHONE 21 2 260 651 1 September 10, 2015 FACSIMILE 21 2.266.1 1 29 Town of Southold Building Department 54375 Route 25 P.O. Box 1179 Southold NY, 11971 Attention Damon Rallis RE: 995 Southern Blvd SUB: Submission of Payment for Building Department Approval Permit Damon, Enclosed is a check for 1984.80 made out to the Town of Southold for Building Department Approvals on 995 Southern Blvd. East Marion NY, 11939. Sincerely, Davis Iszard, AIA cc. Mindvase LLC 243 5`h Avenue #727 New York, NY 10016 Attachments: FD ��, 17 2015 e TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET q VIL Aqg,. DIST. SUB. LOT--------------- I'A Ceti GLv b R OWNER 1<0WSk,i N Doul Al E ACR. . W TYPE OF BUILDING ;ES. FF*AS. VL. I FARM COMM. CB. MICS. Mkt. Value 3 �r LAND IMP. TOTAL DATE REMARKS Z///%/`J � {�/r /9'0 SOL.4L �AI}rr yr X893 N h'o ul Siff yc kiF /a , � sire P ,r/zl 1 �G o�ifl f / 7 oq —L 1! kl- skil J - r fable FRONTAGE ON WATER )od(arid FRONTAGE ON ROAD adawknd DEPTH ise Pfaff BULKHEAD of fill] Fidelity National Title INSURANCE SERVICES,LLC TITLE NO. F13-7404-89698SUFF SPECIAL SEARCH FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC certifies that it has examined the records,of the Clerk of the County of Suffolk for the 50 foot Right of Way affecting the northerly 50 feet of the following premises: 995 Southern Boulevard,East Marion,New York Tax Map No. 1000-022.00-01.00-010.000 Said search disclosed the following: Tax Map No. 1000-022.00-01.00-010.000 Lot 7,Map of Aquarview Park at East Marion Filed July 30, 1971 as Map No. 5621 Southerly part of Lot 7 and more: W. Courtland Case Liber 2342 cp 492 To Dated: 2/15/1944 Herman Sill and Julia Sill,his wife Rec'd: 2/16/1944 Herman A. Sill and Julia Sill, his wife Liber 2780 cp 323 To Dated: 12/01/1947 Andrew T. Dzenkowski Rec'd: 12/02/1947 Andrew T. Dzenkowski Liber 4762 cp 443 To Dated: 1/29/1960 Andrew T. Dzenkowski and Rec'd: 2/01/1960 Alice R. Dzenkowski, his wife Northerly 50 feet of part of Lot 7 and more: Long Island State Bank and Trust Company, as Liber 2920 cp 179 Trustee under the Last Will and Testament of Dated: 2/03/1949 W. Courtland Case, also known as William Rec'd: 2/07/1949 Courtland Case, deceased Premises &More To Edna A. Brown 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 • Fax: (631) 727-0606 Fidelity National Title r INSURANCE SERVICES,LLC TITLE NO. F13-7404-89698SUFF SPECIAL SEARCH continued Edna A. Brown Liber 6865 cp 260 To, Dated: 1/05/1971 Andrew T. Dzenkowski and Recd: 1/06/1971 Alice R. Dzenkowski, his wife -0 "SUBJECT to easements and rights of way of record." Filing of"Map of Aquaview Park at East Marion",filed July 30, 1971 as Map No. 5621. Lot 7: Andrew T. Dzenkowski and Liber 8843 cp 431 Alice R. Dzenkowski, his wife Dated: 6/19/1980 To Rec'd: 6/26/1980 Betsy Dzenkowski Alice R. Dzenkowski, as surviving tenant Liber 11624 cp 765 by the entirety Dated: 1/05/1993 To Rec'd: 4/08/1993 Betsy Dzenkowski Corrects Liber 8843 cp 431 Betsy Dzenkowski Liber 12639 cp 242 To Dated: 7/30/2010 Alfred G. Dzenkowski Rec'd: 10/04/2010 LAST OWNER OF RECORD SUBJECT TO a Right of Way over the northerly 50 feet of the premises and more granted by deeds out of Edna A. Brown prior to Liber 6865 cp 260 (recited above), known as "a Right of Way over the fifty foot strip of land from Rocky Point Road to Cedar Drive"granted to the properties as follows: A.) Tax Map No. 1000-021.00-03.00-015.000 Henry J. Milano and Nancy Milano,his wife, last owners by Deed Liber 12450 cp 380. B.) Tax Map No. 1000-021.00-03.00-024.000 Konstantino Mastorakis.and Contessa Mastorakis, his wife, last owners by Deed Liber 12666 cp 971. 24 Commerce Drive 9 Riverhead,New York 11901 • (631) 727-0600 0 Fax: (631) 727-0606 t • '7 Fidelity National Title INSURANCE SERVICES,LLC TITLE NO. F13-7404-89698SUFF SPECIAL SEARCH continued C.) Tax Map No. 1000-021.00-03.00-025.000 Marie Dalli, last owner by Deed Liber 12010 cp 563 and Liber 12010 cp 565. D.) Tax Map No. 1000-022.00-01.00-005.000 Niki Mangos, last owner by Deed Liber 11902 cp 152. E.) Tax Map,No. 1000-022.00-01.00-006.000 Greg Pepe last owner by Deed Liber 12170 cp 129. F.) Tax Map No. 1000-022.00-01.00-007.000 Jerry Sohn and Eba Sohn, as tenant by the entirety as to an 80%interest and Seth Kinmont, as to 20%interest, last owners by Deed Liber 12703 cp 941. Copies of the above, enclosed herewith. This certificate isprepared for the limited purposes set forth herein and does not constitute an abstract of title nor set forth any defects, liens or encumbrances thereon. No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of One Thousand Dollars ($1,000.00) and no policy of title insurance can be issued based upon the information contained in the Certificate. Search Dated: 1/29/2013 FIDELITY NATIONAL TITLE INSURANCE SERVICE , LL BY: SANDRA J. G L SKI ASSISTANT VICE PRESIDENT 24 Commerce Drive•Riverhead,New York 11901 • (631)727-0600 • Fag: (631)727-0606 N W E EL=40' N�9°57'40"E\ 125.21 EL=40' � O � b S89057'40"W 125.2' ; B TICK RUNF01Cm MOVE TR�Es�Rfisne mL1uETm I I z�TflRM SUAFALE�7C LViwfi•1 R,lETRMTE6rK CONPACIEO RCI,RMNO u 17Mh mm • YPMffirum ASf LONLAEILCIQddY OO®®® Pa(vass7 CD ®®® 013 IN® o tanwFlLRFucuc DRFMVA KETNEe1 cy I P-R1VNQ11 Cu® IR LVNETEA.PEM ppeA IMmErE 013M IFDLIM/el@Ifi DO I WOODED WOODED I cn Zd Mh o W� 0 I I X� o � ri1 p - LEACHING POOL SECTION ' I NTS z I I 15' I Lot 10 12 TEST• '• ;� ,: ^� I HUI I w WEY { I 4_ - L.P W I PROPOSED ssPRW m SOUTHERN BLVD e POOL i1 DRIVEWAY PLAN VIEW SUFFOLK COUNTY TAX# I I SAY AD "Ts 1000-22-1-10 SIDEYA a' °u �g PROPOSED a HOUSE -�' 23'_,3_�56_-__-_—.— �• � ® Q o PROPOSED Ftrsl Floor,EL=36 DRIVEWAY ®llflffiy`� � � A _$ Q OF � '< W � m a PROP •� S86°4912011 260.7' _ WELL EL=37' S86 EL=36' °49'2011W 125' LIST OF DRAWINGS: Al.SITE PLAN,SECTION OF LEACHING POOL bEL=36' SOUTHERN BOULEVARD U - E V� R D EL=37' AND DRIVEWAY PLAN VIEW. A2.FIRST FLOOR AND SECOND FLOOR PLANS A3.BASEMENT FLOOR AND ROOF PLANS A4.NORTH AND EAST ELEVATIONS A5.SOUTH AND WEST ELEVATIONS A6.NORTH AND EAST SECTIONS A7.SOUTH AND WEST SECTIONS A8.KITCHEN ELEVATION AND WALL DETAIL Pi FIRST AND SECOND FLOOR PLUMBING P2.BASEMENT PLUMBING,POOL DIAGRAM,SUMP PUMP DIAGRAM AND RISER DIAGRAM DANIEL G❑LDNER ARCHITECTS DRAWING NO.: 152 WEST 25TH STREET 995 SOUTHERN BLVD DATE:06/09/2014 Al NEW YORK, NY. 1 CCC1 SCALE: 1/32°=1'•01 TELEPHONE 21Z-Z6B-851I EAST MARION,NEW YORK TITLE:SITE PLAN FAX 21 2-268-1 129 J" U KVEY OF LOT 7NOT TO SCALE MAIN HOUSE INVERTS 59651.OFE MAXMAY 1ELEVATIO 385 AS SHOWN ON A CERTAIN MAP ENTITLED"MAP OF AQUAVIEW PARK" L�°Ac�;N zO�oL� `oVERTOGGRRADE FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON JULY 30, 1971 _ E EL-39 5 AS MAP NO. 5621 L 35 INV-341 INV-345 Lulu INV-33 A INV-99 G SITUATE: EAST MARION 1/4 PER FOOT i1B`PER fODT 1000 GALLON a ou x z oer SEPTIC TANK OeIRIBurI�N NOL TOWN : 50UTHOLD SUFFOLK COUNTY, NY LAND NOW OR FORMERLY OF: SURVEYED 1 1-20-2013 SETH KINMONT LAND NOW OR FORMERLY OF: N PROPOSED ACTIONS 07-31-2014 EBA SOHN REVISED 09-30-2014 JERRYSOHN GREG PEPE CORNER UNDER PILES e 4 OF BRUSH CLEARED FROM LOT AREA CLEARED SUFFOLK COUNTY TAX# OWNED BY KINMONT, 13YADJOINER 1 000 - 22 - I - 10 BONN b SOHNVNI I 11 1 57 40 I 5. 19 EL=40' CERTIFIED TO: EL=4 STAKE SET MINDVASE710' �- -fi n C _ FIDELIT NATIO�I I++I MPAN UZ y�h O 5.C.D.H.5. REF. # R10-14-0070 70 SUFI=•CO.KI LT S RO/dGE$ 89057'40"W 125. 19'FTICE Cir WA T��dATER MGT. 0ZONE R40 0 COVERAGE CALCULATIONS — U) PROPOSED HOUSE= I G8O Sq. Ft. or 3.G% 0 PROPOSED POOL= 5GO Sci. Ft. or 1 .2% 0 PROPOSED COVERAGE 2,240 Sq. Ft. or 4.8% 0 — MAX. ALLOWABLE 9,245 5a. Ft. or 20% 0 LOT 9 DRAINAGE SYSTEM CALCULATIONS. VACANT ROOF AREA=L,G80 5,1 Ft. 0 I,680 Sq Ft X O 17=25G - 28G/42.2=7 VERTICAL FT OF 8'DIA.LEACHING POOL REQUIRED l n PROVIDE(2)8'DIA.x 4' STORM DRAIN POOLS DRAINAGE SYSTEM CALCULATIONS -WOODED- DRIVEWAY AREA= 1,500 5,1 Ft -WOODED 1,500 Sq Ft.X O 17=255 255/42 2=G VERTICAL FT OF 8'DIA LEACHING POOL REQUIRED PROVIDE(2)8'DIA x 3' STORM DRAIN POOLS NOTE-SITE TOPOGRAPHY 15 FLAT DRIVEWAY TO BE PITCHED TO DRYWELL5 AND TRENCH DRAIN TO AVOID DRAINAGE FROM ENTERING TOWN RIGHT OF WAY. -0 70 r- m,° LOT 7 Zm F 'sa HOIfTEST- FL-3r.' ` SEPTIC � `¢. � DRAINAGE INSPECTIONS ARE REQUIRE Contact TOS Engineering at 765-1%0-befrb 0 _s4� -- ei tifir�'ti�d� - 140 \\ E.P PROP Backfill,OR Provide Engifit EI 1 d�'ee �„ePC14 IN C, $ \\ SEPTI° �\� that the drainage has bcl�n is�alled to Code. Test Hole Q Surveyor LP I I-1 1-2010 _ O Dark , Lb !` u tqu '�(L W i Brown OL �.s LOT 8 Loam I' �� d tt4 4A dos", \ (/ DWELLING Silty brown ML �1 t if6l% PW �0 \\ 1 PRIVATE WELL Sand N 1k\ PROP. EROSION&SEDIMENT CONTROLS 3.5 Pale PROP 5G.0 "WShall include but not be limited to: Brown D.w (�A well maintained Construction Entrance, Fine ' PROPOSED w To ' FRfSM WELL 2 STORY FRAME o stabilization HOUSE d GARP�E o G)Wire Backed Silt Fencing, Coarse 5W GARAGE PF 370 ed and/Of inactive 5 Sand WELL SrL�� o° PIR3TPF365 of is v with XIoM, �� ----a.9 - Seeding > qrn 1 D.W > V1 WELL Gravel 17' �� I PROP. ` Tfsn ��� ��. G, Q �D caEtsT Ccf. W ' a tt'' COMMENTS: PROP srocE AP O NO WATER ENCOUNTERED WELL I an,fRQm_SEFTIcki` G o SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL ,, PROP °•" - 260.70' i„AYgNE ANCVDR 586°49'20"W At 1C DOPN F M WELL ' S7LT PENGNG EL=37' SUFFOLK COUNTY DEPARTMENT OF HEALTH SERV► � E � I Dw EvnY 011W, 1 25-00 ouTAPPROVAL OF STORMWATER MANAGEMEN PERMIT FOR APPROVAL OF CONSTRUCTION FOR uTILA CONTROLPoPLAN.,`-Town Cod er 236 POLE Date: a N SINGLE FAMILY RESIDENCE 01dLlf EL- S O U T H E RN 5O U LEV ARD Approved by: /n_, ��® ® asphalt roadway DATE � H.S. REF. N0. (V � LOT 12 �APPP.O O LOT 13 v DWELLING FO AXI{41UM OF BE�h�pP+iS L T 14 DWELLING WELL 50'+DTIC EXP!REq I HREF YEARS M M DATE OF APPRoy L v CANT 5UBOW 4010 OF GROUND WELL A ERWHICH uow5 „ SEPTIC FOR REDUCED 5EPARATION DI5TANCE5 NOTES• "Unauthorized alteration or addition to a survey MONUMENT FOUND �� �+ map bearing o licensedo72 fond surveyor's seal Is a JOHN C. E H LE RS LAND SURVEYOR $Y vale of section 7208•sub-division Education 2,of the ELEVATION5 SHOWN REF.NAV D 1929 DATUM �! New York Slate Education Law" ���0 M' ���� "Only copies from the original of this survey LOT VACANT ALL CONSTRUCTION PROPOSED marked with al original of the land surveyor's FLOOR FINISH ELEVATIONS TO BE V-1 F. (� stomped seal shall be considered to be valid true Cowes' G EAST MAIN STREET N.Y.5. LIC. NO. 50202 y a "certifications indicated hereon signify that this survey was prepared in accordance with the ex- Area = 46,228 sa. Ft. RIVERHEAD N.Y. 11901 3G9-8288 Fax 3G9-8287 y the Code of practice for Land Surveys adopted , � by the New York Slate Association of professional Area = I.OG 12 Acres f, p� Land Surveyors Som certifications shall run only GRAPHIC SCALE 1"= 40' longl5landland5urveyor.com c'Fti 5 � 2 ,�� and on hto is person too thetitlethe compo survey,gavernmoentl tal agency and lending Institution listed hereon,and `SFp LAN � o the assignees of the lending Institution. Certiflco- 1 0-185 tions are not transferable to additional institutions MAIN HOUSE INVERTS SURVEY OF LOT 7 NOT TO SCPLE SW,SLOPE MAX PP ELEVATION 38 5 AS SHOWN ON A CERTAIN MAP ENTITLED"MAP OF AQUAVIEW PARK" EO'MIN FROM Loc P CAST LEACHING FOOLS OVER 70 GRADE FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON JULY 30, 1971 E `` AS MAP NO. 5621 L-35 nwiw � INV-341 INV-345 SITUATE: EAST MARION NV-334 INV-33 l4'PER FOOT 118'rER FOOT 1000 GALLON A ou x zoo S�TIC TANK ousrwartrou raa TOWN : SOUTHOLD SUFI`OLK COUNTY, NY LAND NOW OK FORMERLY OF: {�I SURVEYED 1 1-20-2013 SETH KINMONT LAND NOW OR FORMERLY OF: 1 V PROPOSED ACTIONS 07-31-2014 EBA SOHN REVISED 09-30-2014 JERRY SOHN GREG PEPE CORNER UNDER PILES LVI E OF BRUSH CLEARED FROM LOT AREA CLEARED SUFFOLK COUNTY TAX# OWNED BY KI NMONT, BY ADJOINER 1 000 - 22 - I - 10 SOHN t,SOHNrN I II 1 57 q-0 I 5. 19 EL=40' CERTIFIED TO: EL=4 _ STAKE SET MINDVAL �- CSF FIDELIT! NATIO ffi17Q �`I, 1 MPAN � yO S.C.D.H.S. REF. # R10-1OC1012I�114 O SUFF,CO. HEALTH SERVICES z 589°57'40"W 125. 19' FFIC t�� CF1ATA�`CRIST. p — — — — — — — — — — — ZONE R-40 0 COVERAGE CALCULATIONS — PROPOSED HOUSE= 1 ,G80 Sq. Ft. or 3.G% Q 0 PROPOSED POOL= 5GO Sc[. Ft. or 1 .2% 0 PROPOSED COVERAGE 2,240 Sq. Ft, or 4.8% Q — MAX. ALLOWABLE 9,245 Sq. Ft. or 20% Q LOT 9 DRAINAGE SYSTEM CALCULATIONS. VACANT ROOF AREA=I,680 Sq Ft, 0 I,G80 Sq Ft X O 17=286 286/42.2=7 VERTICAL FT OF 8'DIA LEACHING POOL REQUIRED rn PROVIDE(2)8'DIA x 4' STORM DRAIN POOLS DRAINAGE SYSTEM CALCULATIONS: DRIVEWAY AREA= 1,500 Sq Ft -••WOODED• WOODED 1,500 Sq.Ft.X 0.17=255 255/42 2=6 VERTICAL FT.OF 8'DIA LEACHING POOL REQUIRED PROVIDE(2)8'DIA x 3' STORM DRAIN POOLS NOTE:SITE TOPOGRAPHY IS FLAT DRIVEWAY TO BE PITCHED TO DRYWELLS AND TRENCH DRAIN TO AVOID DRAINAGE FROM ENTERING TOWN RIGHT OF WAY -U j rrnrn O LOT 7 zm � Asa F� ---_- - -- - ------ ---- -- - -- �� -I FST - ---- -�-- -- -_ - - -- - - - - --- - �� HOLE -- - - -- -- --" - EL=36' SEPTIC \ O \ 14.0 SEPTIC \ E P PROP i/ O —� \ SEPTIC i• Test Hole O \h° Surveyor 11-11-2010 oo �\ LP Dark 03 Brown OL 'Rb.` N / LOT,5 Loam I' F�O�p\\ ~/ DWELLING Siltyy brown ML �Oo \ 1 PRIVATE WELL Sand UlPale PROFD.W Brown 56 O Fine D W PROPOSED w To 2 STORY FRAME O FROM WELL HOUSE 6.GARAGE p �CI Coarse rJW �p i GARAGE FP 37 O Q Sand WELL 0t�� o� FIRST Fr 33.5' ((1 with F�eo' <o ------3a.9----- . v Gravel 17' �$ Dw �� YFN RARY PROP. . W��E((LL CON5T CTION / X 4 CE W c COMMENTS: PROP / i sToc � ke �_ NO WATER ENCOUNTERED WELL I Do,FRAM SEPTIC% 6ao5F r O C SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL ,, PROP DW \� ;tAYBA AN°NG 586°49`20"W 260.70` TRF^TNC DAN FROM WELL ' SILT PENGNG _ EL=37' SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVE ' E 36' DPJ EwAYO-86 0111 h/ 1 Vy 125.00 oDT,L. PERMIT FOR APPROVAL OF CONSTRUCTION FOR is UTILO POLE SINGLE FAMILY RESIDENCE ONLY POLE EL= SOUTH ERN BOULEVARD EL=37' DATEH.S. RF. No. 1�., X00 O a5phalt roadway IPPR® ® LOT 12 LOT 13 DWELLING FO AXIMUM OF BE j{ ANIS L T 14 DWELLING WEt1 50'+DTIC XPIRER'HREF yFAR.�'+ F, DATC©�.APPp0�1 V CANT SUBDIVI510N MAP t AND WELL LOG FOR LOT 13 SEPTIC SHOW 40'+OF GROUND WATER WHICH ALLOWS FOR REDUCED SEPARATION DISTANCES NOTES "Unouthorized alteration or addition to a survey mop bearing o licensed lend surveyor's seal is a MONUMENT FOUND ®� ( �AqA violation of section 7209, sub_ on 2, of the JOHN C. E H LE RS LAND SURVEYOR lff�4 New York State Education Low" ELEVATIONS SHOWN REF N G.V D.1929 DATUM R�y 0.E4� -'A "Only copies from the original of this survey LOT VACANT ALL CONSTRUCTION PROPOSED ®� marked with on original of the land surveyor's �® c stamped seal shall be considered to be voCoie3 : - FLOOR FINISH ELEVATIONS TO BE V I.F p G EAST MAIN STREET N.Y.5. LICNO. 50202 ! v "Certifications indicated hereon signify that this survey was prepared In accordance with the ex- Area =4G,228 5q. Ft. RIVERHEAD, N.Y. 1 1901 3G9-8288 Fax 3G9-8287 sting Code of Practice for Land Surveys adopted .061 2 Acres by the New York State Association of Professl—I Area = 1 �� O� Land Surveyors Said certifications shall run only "= 40' long15landland5urveyorxom to the person for whom the survey is prepared, GRAPHIC SCALE I �,t, 5 7 rL ,� and on his behalf to the title company, governmen- .V tai agency and lending institution listed hereon, and `SFD LAN s� o the assignees of the lending institution. Cerbfica- 1 O-1 8rJ !,� tions are not transferable to additional institutions MAIN HOUSE INVERTS SURVEY OF LOT 7 NOT TO SCAlE 5%SLOPE MAX PP ELEVATION 38 5 20 AS SHOWN ON A CERTAIN MAP ENTITLED"MAP OF AQUAVIEW PARK" EACHN FROM Loc10FIG rR LEACHING POOLS OVER TO GRADE FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON JULY 30, 1971 =3G AS MAP NO 5621 '35 INV-34I INV-345 SITUATE: EAST MARION INV-33 INVm336 !4'PERFOOT 118•PER FOOT 1000 GALLON a oiA ziza� 5EPiIC TANK on*weunoN Poo. TOWN : SOUTHOLD SUFFOLK COUNTY, NY LAND NOW OR FORMERLY OF: SURVEYED 1 1-20-2013 SETH KINMONT LAND NOW OR FORMERLY OF: N PROPOSED ACTIONS 07-31-20)4 EBA SOHN JERRY SOHN GREG PEPE SUFFOLK COUNTY TAX# 4 E 1000 - 22 - I - 10 AREA CLEARED Q Q BY ADJOINER CERTIFIED TO: EL=, N 8✓°5 /�7 1 011 I ?5. 191 EL=40' MINDVASE LLC STAKE SET FIDELITY NATIONAL TITLE INSURANCE COMPANY Cl�p w S CORNER UNDER PILESjlt�, OF BRUSH CLEARED FROM C) OA Ul OWNED DHN ffi INMONT,SOHN 210 9T O b h O _ 589°57'40"W_ _ 125. 19' - - - ZONE R-40 COVERAGE CALCULATIONS 0 PROPOSED HOUSE= I ,G80 Sol. Ft. or 3.G% PROPOSED POOL= 560 Sol. Ft. or 1 .2% ° PROPOSED COVERAGE 2,240 Sol. Ft. or 4.5% 0 — MAX. ALLOWABLE 9,245 Sq. Ft. or 20% 0 LOT 9 DRAINAGE SYSTEM CALCULATIONS- 4VACANT ROOF AREA=I,680 Sq Ft 0 1,680 Sq,Ft X 0.17=286 28G/42 2=7 VERTICAL Fr.OF 8'DIA LEACHING POOL REQUIRED 1-11 PROVIDE(2)8'DIA x 4' STORM DRAIN POOLS DRAINAGE SYSTEM CALCULATIONS- DRIVEWAY DRIVEWAY AREA= 1,500 Scl Ft. —WOODED 1,500 Scl Ft X O 17=255 255/42.2=G VERTICAL FT.OF 8'DIA LEACHING POOL REQUIRED PROVIDE(2)8'DIA.x 3' STORM DRAIN POOLS NOTE-SITE TOPOGRAPHY IS FLAT DRIVEWAY TO BE PITCHED 70 DRYWELLS AND TRENCH DRAIN TO AVOID DrAINAGC rROM GNTCRING TOWN RIGHT Or WAY Q rn rn o LOT 7 TEST - - ` HOLE - L=3G' SEPTIC \ � O \ 140 y>> SEPTIC Test Hole G)o \`\E P PROP ��/ O Surveyor 0'a a 11-11-2010 p'o0 \ LP Dark Brown OL Loam_ Cbm Y/ LOT 8 Brown 1 (}J �Oif DWELLING Silty ML PRIVATE WELL ,PROP� ` Sand_ 3.5D w , \ Pale Ul Brown v� 5G 0 22 To '/ rn O 2 STOtPOSED RY FRAME O W `n Coarse SW y,p HOUSE S GARAGE p ff 37 Cf Sand WELL �5�Q5\G' <v CPA3 P 85' with ��° D w U 1 _____34,9----- - !,` 10% 17' Gravel > ------ `\ WELL caasr cnoN PROP Q COMMENTS: g a cE W roPSo° NO WATER ENCOUNTERED PROP. sroc�"e an WELL �\ 101AP SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL ,, — _ dC-'FROM SEPTIC Dw2G0.70' rReNc DRAIN HAYEL.=37, 58G049'20"W Ar DOP � EL=36' DRI EwAY 25.00 ° ,. w 1 86° Oil UTIL UTIL° POLE POLE EL=3G' SOUTH ERN BOULEVARD EL=37' asphalt roadway LOT 12 LOT 13 DWELLING LOT 14 DWELLING WELL 4�5EPTIC 150'+ VACANT SUBDIVISION MAP+1:AND WELL LOG FOR LOT 13 SEPTIC SHOW 401+ OF GROUND WATER WHICH ALLOWS FOR REDUCED SEPARATION DISTANCES NOTES "Unauthorized alteration or addition to o survey MONUMENT FOUND map bearing a licensed land surveyor's seal is a JOHN C. E H LE RS LAND SURVEYOR ®F H� �.� vialaiian of section rzork sub—division io of the New York State Education Low" ELEVATIONS SHOWN REF N 6.V,D 1929 DAVM LOT VACANT ALL CON5TRUCTION PPOP05ED "Only copies from the or of this survey "1"� f� marked with an original of the land surveyors FLOOR FINISH ELEVATIONS TO BE V I F. O JpY stomped seal shall be considered to be valid true copies1 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 ' ,` I Certifications indicated hereon signify that ths Area =46,228 sa. Ft. RIVERHEAD, N.Y. 11901 3GO-8288 Fax 3G9-8287 `�, survey was prepared in accordance with the ted (� y mg Code of Practice for Land Surveys adopted Area = I.061 2 Acres 1�i �,/ Q by the New York Slate Association of Professional GRAPHIC SCALE 1"= 40' eJ Y Land Surveyors Said certifications shall ran only Torr .rslart�larrds urve or.cors� ,Na e�L� and on his behalf to the title company, governmen— s\� tot ogency and lending Institution listed hereon,and SF o the ossignees of the lending institution Cerbfica- 1 0-1 85 0 LANA tions ore not transferable to additional institutions WT PTIF ° NOTES , LEGENDS & DETAILS p , racA INSURANCE REQUIREMENTS PLUMBING FIXTURES SECTION ti ; ��WATER �" DETAIL NUMBER _ PROPERTY LINE N APPROVED AS NOTED o a QT_ SHEET NUMBER LINE ABOVE 1. CONTRACTOR TO COMPLY WITH THE OWNER'S INSURANCE REQUIREMENTS. I FD Floor DrainpA 3 B.P.# _. _ 2 ELEVATION `" s_ --" " 2. ADDITIONAL INSUREDS TO INCLUDE, BUT NOT LIMITED T0: DANIEL GOLDNER I RD Roof Drain FES . - BY: 4 ELEVATION NUMBER LINE BELOW F I B Hose Bib NOTI BUILDING DEPARTMENT AT �o ARCHITECT P.C. SHEET NUMBER —_—_—_—_— ° I SK Sink 7E5-18 2 8 AM TO 4 PM FOR THE CENTER LINE N FOLLOWING INSPECTIONS: PARTITION TYPE 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL FP,7wc I Toilet 1. FOUNDATION - TWO REQUIRED ALIGN W FOR POURED CONCRETE SUB-CONTRACTORS AND DISTRIBUTION OF ALL DOCUMENTS IN THIS I Lv Lavatory 0 WINDOW TYPE INCLUDING DRAWINGS SCHEDULES AND SPECIFICATIONS. ALL 2. ROUGH - FRAMING & PLUMBINu PACKAGE, FEET-] Bathtub SUB-CONTRACTORS SHALL BE GIVEN ALL DOCUMENTS RELATING TO THEIR 3. INSULATION NEW PARTITION sH Shower 4. FINAL - CONSTRUCTION MUST A CEILING TYPE (REFER TO ASSEMBLIES) Z SPECIFIC TRADES, AND OTHER TRADES WITH WHICH THEY SHALL BE BE COMPLETE FOR C.O. I— RESPONSIBLE FOR COORDINATING. ALL CONSTRUCTION SHALL MEET THE ## DOOR TYPE/HARDWARE TYPE \ I APPLIANCES REQUIREMENTS OF THE CODES OF NEW ° 4. THE DRAWINGS AND SPECIFICATIONS CONSTITUTE THE YORK STATE. NOT RESPONSIBLE FOR os ROOM TYPE NUMBER FUTURE DOOR SWING N THE CONTRACT a wA Washer DESIGN OR CONSTRUCTION ERRORS. WC ROOM NAME (FOR ADA ACCESSIBILITY) W CONTRACT-DOCUMENTS. ALL INFORMATION CONTAINED I DOCUMENTS IS THE PROPERTY OF THE ARCHITECT. a DY Dryer 0P �P`�IT�t °��� CODES O16 F DATUM POINT NEW YORK ST�,TE TOWN CC 2 a RF Refridgerator I {�.1. � nF ABBREVIATIONS AS REQUIRED CONCRETE WALL a Mw Microwave P vv W A.F.F. ABOVE FINISHED FLOOR N.T.S. NOT TO SCALE a RG Ran e ALUM. ALUMINUM O.C. ON CENTER g S=- BEDROOM. 'y Ned "' SMOKE & CARBON-MONOXIDE DETECTOR. HARDWIRED UNIT . PROVIDE IN EVERY APPROX. APPROXIMATELY OPNG. OPENING a Dw Dishwasher DWELLING UNIT & WITHIN FIFTEEN FEET OF THE PRIMARY ENTRANCE OF EACH ° BLDG. BUILDING PLWD. PLYWOOD Sa PTAC Mechanical USe�Eng�fl�vg BOT. BOTTOM P.L. PROPERTY LINE NvS nF� CAB. CABINET R RADIUS — DRAWING I N D C.I.P. CAST IN PLACE R.C.P. REFLECTED CEILING PLAN _ CLG. CEILING R.0. ROUGH OPENING PERMITS AND SIGNOFFS °0 ° C.M.U.- CONCRETE MASONRY UNIT SCHED. SCHEDULE i ARCHITECTURAL PLUMBING CONC. CONCRETE SECT. SECTION THE CONTRACTOR SHALL SECURE OSE PrOOL TO N COMPLETION USE 8 � �� � � DTL. DETAIL SIM. SIMILAR ®�.� �IoETI®� A-001.00 TITLEffik ��' �� �'�������_w PAY FOR ALL PERMITS AND ;INSPECTI( ORI TES 100.00 CELLAR PLAN DWG. DRAWING S.O.G. SLAB ON GRADE A-002.00 SURV ° EA. EACH S.J. STEEL JOIST REQUIRED BY THE CITY OR OTHER _ P-101.00 1ST FLOOR PLAN EQ. EQUAL S.S. STAINLESS STEEL _ A-003.00 SITE PI OCCUPANCY AGENCIES HAVING JURISDICTION TO A-010.00 PARTIT 0�1 T ES P-102.00 2ND FLOOR PLAN EXIST. EXISTING STC. SOUND TRANSMISSION CLASS P-200:00 RISER DIAGRAM 13 EXT. EXTERIOR STD. STANDARD OBTAIN A NEW CERTIFICATE OF A-011.00 CONSTRUCTION DETAILS,---- EXT.FIN. FINISH STL. STEEL OCCUPANCY, INCLUDING BUT NOT LIMITED A-012.00 CONSTRUCTION DETAILS, ELECTRICAL N F.D. FLOOR DRAIN T THERMOSTAT TO (SEE SPECIFICATIONS FOR ADDITIONAL A-100.00 CELLAR PLAN FL. FLOOR T&B TOP AND BOTTOM A-101.00 1ST FLOOR PLAN N F.P.S.C. FIRE PROOF, SELF-CLOSING T.B.D. TO BE DETERMINED REQUIREMENTS): E-100.00 CELLAR PLAN GA. GAUGE TYP. TYPICAL A-102.00 2ND FLOOR PLAN E-101.00 1 ST F FLAN ° G.C. GENERAL CONTRACTOR U.O.N. UNLESS OTHERWISE NOTED _ r"; A-103.00 ROOF PLAN E-102.00 ' G.W.B. GYPSUM WALLBOARD VFY. VERIFY LJ� r' - i A-200.00 BUILDING ELEVATIONS ; HD. HEAD V.LF. VERIFY IN FIELD A-201.00 BUILDING ELEVATIONS NST. OISTIOR WSW WD OD U JUL 27 - A-300.00 BUILDING SECTIONS ' z J-BOX JUNCTION BOX W.P. WATERPROOF A-301.00 BUILDING SECTIONS MECH. MECHANICALW WITH A-400.00 WINDOW & DOOR SCHEDULE _ F MIN. MINIMUM W/6 WITHOUT ;- DANIEL G❑LDNER ARCHITECTS 152 WEST 25TH STREET 995 SOUTHERN BLVD DATE, 72415 � ir��)"p-_ NEW YORK, N.Y 10001 ems},• ,1451���$ s§ q�gg e� 6� SCALE. VARIES Gr ,�I11 A 00=1 .00 TELEPHONE 212-2r B-8511 "'""'-°Igo CAGE a`^S-PE' �IONS AAE RE6.L"U11RED EAST MARION, NEW YDRK TITLE TITLE SHEET ELECT" ICAL FAX 21 2-266-1 1 29 Contact i�.J'}E at-1765-1560 befog �dT3 � � �before '; Sackfill, OR Pr-_v:-J_, Engineer's Certification that the s,n,1, inc�afle�ri to'Cod�. Dm m N Q THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF DANIEL GOLDNER,ARCHITECT P C ANY REPRODUCTION 13R OTHER USE OF THIS DRAWING WITHOUT THE CONSENT OF THE ARCHITECT 15 PROHIBITED. y, r, E N D V -( E Z m — N z A N m N m T N r N 0) NZ -I G] m N 1 2 ❑ OR Ea -1 r m ❑ A N n ❑ m ❑ Z O - PF IT! D , A n = MAIN HOUSE INVERTS SURVEY OF LOT 7 NETTOSENF m 5Y SLOPE MAY P ❑ AS SHOWN ON A CERTAIN MAP ENTITLED"MAP OF AOUAVIEW PARK' OACHIN0000 LOvinio AonE � FILED IN THE SUFFOLK COUNTY CLERKS OFFICE ON JULY 30,1971 OF.11-165 Cn AS MAP NO.5621 pry=139 INJ-916 1/4-PER FOOT SITUATE: EAST MARION ERFEE, EEEGALL@l $EPnG TINT( TOWN: SOUTHOLD AM" SUFFOLK COUNTY NY — — I LAND NOW OR FORMERLY OF SURVEYED 11-20-2013 SETH KINMONT LAND NOW OR FORMERLY OF N PROPOSED ACTIONS 07-31-2014 EBASOHN GREG REG PEPE SUFFOLK COUNTY TAX# 1000-22-1-10 AREA CLEAREDC BY ADJOINER n G CERTIFIED TO EL-49 N89-574 " 0 .191 EL=40 MINDVASE LLC STAKE SET FIDELITY NATIONAL TITLE INSURANCE COMPANY ^�� OF BHUSHER UNDER ES ILES CLEEAREO FROM LOT o c.n 99FDp "o OWNED BY KINMONT, o SOHN 8 SOHN � - o zo S89a57'40"W 12519' W ZONE R-40 _ o COVERAGE CALCULATIONS Cn o PROPOSED HOUSE=1,680 Sq Ft or 3 6% o 0 PROPOSED POOL=560 Sq Ft or 12% o PROPOSED COVERAGE 2,240 Sq.Ft.or 4.8% MAX ALLOWABLE-9,245 SQ.Ft.or 20% _ o LOT 9 m VACANT F12 GE SYSTEM CALCULATIONS OOF AREA=1,680$q 11 1 Sq FL X 017=2Be 286/422-7VERTICAL FT OF 8'DIA LEACHING POOL REQUIRED P 680 PROVIDE(2)FI DIA x 4'STORM DRAIN POOLS DRAINAGE SYSTEM CALCULATIONS DRIVEWAY AREA-1,500 Sq R -WOODED- -WOODED- �1,500Sq FL X017=255 ,255/42 2=6 VERTICAL FT OF V DIA.LEACHING POOL REQUIRED , ?ROVIDE(2)B'DIA x 3'STORM DRAIN_POOL3_ ______ - -_- NOTE SHE TOPOGRAPHY IS FLAT DRIVEWAY TO BE PITCHED TO DRYWELLS AND TRENCH DRAIN TO AVOID DRAINAGE FROM ENTERING TOWN RIGHT OF WAY 1 LOT — IV 'so C.3_1 Fyo� IYxr�e TEST HOLE EL=36' W SEPTIC PROP O EP SEPTIC W 14 0 'v Cfl LP SEPTIC O Test Hole - surveyor 11-11-2010 Dark Brown OL LoamB ow 1, oaF LOT 8 eo�P DWELLING Sdtyn ML ROP 9pP�� PRIVATE WELL Sand 35' Pale o w Brown 560 LD Finezo RP OPOSED ') To N 2 STORY FRAME In Coarse SW HO GSE3 GEEFkR5AGE Sand WELL S��YG Dw wsT FF 9es [!1 with X NFPOM J^. D ❑ 10% o Dw Gravel _ -Ni C 17' WELL .m TOn Nx PROP =� X C Dmg wEMi uc9wry W A = COMMENTS PROP / $1ocKcu fi1 m Z 171 NO WATER ENCOUNTERED ---- WELL smsf SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL m0 FROM SEPTI ZZ _ _ __---- _ D < r �1.OFM' NAYeh;fE MG EL=37' S86°49'20"W 26 .70' ❑ EL=36' OR w v 086.49 125.001 0 UTIL POLE UTILti POLE m EL=36' SOUTHERN BOULEVARD EL=3T z asphalt roadway LOT 12 LOT 13 DWELLING LOT 14 DWELLING WELL SEPTIC VACANT _ SUBDIVISION MAP 8 AND WELL LOG FOR LOT 13 lli SEPTIC SHOW 401+OF GROUND WATER WHICH ALLOWS FOR REDUCED SEPARATION DISTANCES NOTES.. ddition ■ MONUMENT FOUND �1lUrRe1�ftb d�°ft a sa ya�to a savvy ddofiall o7aaotlan.Q8,iab-ddoWL Z of tlN ELEVAl10118 SHOWII REF N G V D 1929 DAVM JOHN C. EHLERS LAND SURVEYOR a..TadL�6et.�dLadlaf• LQLMq IR ALL CONSTRUCTION PROPOSED -T_- ...... •only°°-Tate than tla mlptnd d ihh FLOOR FINISH ELEVATIONS TO BE VIF T JI m.k.d sIM an a1pNd di1N IoW veva . eWnpW seal dad be oaaddaM to be vd Qvw 6 EAST MAIN STREET N.Y.S LIC NO 50202 .Catf4.U„„15,11a,,,d t1e1ea1 W�that M Area=46,228 Sq Ft I "v'y`0' f a'dtlaem°°°'Mance me"- RIVERHEAD,N Y.11901 369-8288 Fax 369-8287 ya dFp Area =1 0612 Acres b �Na Skald of all a�hdy Ion ISIandlandSUNe Or.COm a e. —,.tar+ana u».F,wy I.p.epan4 GRAPHIC SCALE 1"=40' 9 Y and a hIe behalf to the WN oanpay aovm I tai owy aW Indl'h9 Yutlt um.IhW eraah i,d 10-185 ' �mF. 'tt �ee.�m. o—Odaumcd kwfttwhe CD a IV Z Sr DI O Z d OD 44T&8 W - R pR�VE CEpp. 0 a N W H ` I ' ❑ K Q I I` ❑ GD i N w N Z U \ _ W Q F N H ❑ ° co r, — C/) z 3 a N I H W ' O w N S0301 NOT 366.39' F— m ` R W W ❑ 4 SIDEYARD [~] 266'-11314' 50'-0' Q 0 ❑ ? 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Te rs.de °�0 3 O NA N OE Iz IxwEs — IIIA — '� m . — .:.;.:.^•,+. r — C o ;a9 5 0 0 Si §' fid is ROAD Wm..AREA 3 I LJ13 z In 6•w m °Nm aaava m =:Stf�'};'� i���^:V .�-•1 N SLAB DETAIL sioxE ema 2colz — ai I CST i �m0 MN z .��hum = ITm1 Fj° w Typical Plan Detail @ Catch Basin&Shallow Recharge Basin ' �x,a:°z STAND DRETECATCHBASIN r SCRIe:NTSr 4 4 O 20 FEET IN DEPTH) j 7YDIc11 Sechnn na Leaching PDD11 gOy1/104 j0�� ° GA,165 SWALE DETAIL .�IP. a, O M. CHAPTER 236 ° CHAPTER 236 P` �a CHAPTER 236 °ATR Ix ® STANDARD STORAWATER DETADS STM . STANDARD STORMATER DETAU STANDARD STORNDVATER OETAU z < EFFECftI 91]/IJ Drawing # SVP-04 EFF Rl J Drawing #: SW-03 �F�`, ",l/IJ Drawing #: SW-06 5C1M D IL U �) ^t ra•wuL eloa - w FLOW _ 4'� MWN MGNr-0FwnoevxoExcwvnnonTxuaREA� of�'- 0 Z l aW �O SLOPE 4'VERTICAL _` i/ y0 ,;Oxa FO FACE ��O R..snou�OER AR6AquI, °� PERSPECTIVE VIEW °°°°°°° I1 II IGI 6 II�III 0=I S BEDDING DETAIL Tim uu uu u�uu ui uu uu= Z i DO®®®® =11 VIII TIO III IIII II III IIIllII VIII 11TI1III1II= ElEvanox AT mssOF VAVEx6xr ELEV Ow < 11111= OD ®®® 36"MINIMUM 2 x 2 f- '' ELEv + '-' ANGLE FIRST STAKE TOWARD _ «, 0 ��yyII�/„/. FENCE POST I� I I °umm v..w,.Ennau PREVIOUSLY LAID BALE ^ +Ag DD®®m+®�" RFaAw EIEv Oa O ° ll0 ® G r� WOVEN WIRE FENCE �+ °Dm — inWwama FLOW (6x6-10110 Ti w e oo® = � - E ,e:e :Me °.emama .r.P..viw�"..- ,e.o•D•�o "�`° .Q 0�:'.qe '4 oo CO C D- ^ FILTER CLOTH 0...'. °° stop PounD wA]ER v "o° 4'8°v^:o w^; N ° � �, �r�` ^ 2� EMBED FILTER CLOTH DE `0• xln. .ova.r.W.a. vro%w•^4oµ.r„v N n BOUND HAY BALES MIN 6"INTO GROUND A L' ^ PLACED ON CONTOUR N l 2 RE-BARS:STEEL PICKETS OR NOTE 'I F+-1 Q�;M_l a's @ Leaching POOL 2"x 2"STAKES 1 5'to 2'IN GROUND. MAXIMUM DRAINAGE AREA 01 Typical Section DRIVE STAKES FLUSH WITH TOP OF 112 ACRE 1 100 LINEAR FEET _ ,p < Scale-NTS HAY BALES 6 O ANCHORING DETAIL SECTION DETAIL w Yy a STRAW BALE DIKE DETAILS SILT FENCE DETAILS Typical Section @ Catch Basin&Shallow Recharge Basin x IL Style ° CHAPTER 236 CHAPTER 236 ^`Tr CHAPTER 236 RF ® STANDARD STORAWATER DETAD.S ° . 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ROUPLAN FAX 21 2-268-1 1 29 o w i 0 e a , N U W i U Q W 2 F 4 F Z w N Z U W F H ❑ i H 3 tz z 3 z"XAM 0 N_ S F W 7 W I11111 111$1 Iflil III II uIII Ill!y1i p!1,111 1 fill III I I F O 00 -,A-M 44" L F r-z s-0• m-lo• a-IP s-0 r-r 4'-0 sa 4'n U 7 0' EI Q' ❑ rc z ❑ a v W ' F m I U a TYPEla13 ❑o r P ,YP o 0 1 P p5 os os as a 4 w rvP p p z 2@-Y 3 Nit IZ 3'R 51-0' 3'-0' 2-2 4'-0• 3'-P 19d31-0- 4'-0' ❑ (' ' J lit W_ Z Q - W ❑ w a py C P IYP NORTH ELEVATION EAST ELEVATION ❑ m EL J _ _ O lR Z toi X a e o La Kln U � j N , I F DANIEL 13OLDNER ARCHITECTS 995 SOUTHERN BLVD DATE 72415 DRAWING 152 WEST 25TH STREET NEW YORK, N Y. 1DOO1 SCALE 1/8°=1'-0° TELEPHONE 212-268-8511 _� EAST MARION,NEW YORK TITLE ELEVATIONS A �' o - - w ❑ a m H W F- x U r Q W S F 4 H i Z W N Z ❑ U W Fx- 7 S F 3 _m z 3 0 m x F 13 N W 03 7 W Fit 111 1111110 O 0 z L ❑ z-r Ya 1P-1P 1aaP sd r-r +•-0' 1b41' f-P o O O O O O O ❑ a o It. c - -- -- - - ---- - --------- -- -- --- -- 0 a v w � o x U Q13 E3 13 ❑ �L ❑ 1YP Tr TMPIFT 06 W �- - Z ❑ 7-Y 3'd 5'4 3'd 6-fa l/r 17-47? 3'-0' 6d 7-r 4'-0• 7�P Y-P 1a-0' 1•-3' ❑ W - 4 ❑ os or 09 SOUTH ELEVATION WEST ELEVATION 13 3 a w ' J in w IS S f- ayx"i ®G1Y a Ln z 3 a H DANIEL GOLDNER ARCHITECTS 995 SOUTHERN BLVD DATE. 72415 DRAWING NO NE WEST 25TH STREET A 201 .00 NEW YORK, N Y 10001 SCALE: 1/8"=1'-0' TELEPHONE 212-268-8511 EAST MARION,NEW YORK TITLE' ELEVATIONS - FAX 21 2-268-1 1 29 - cir 0 x ❑ a N r ❑ w r .x ❑ r w r Z W N z s W 7 x '. \ r x 4r N 3 N x r - 0 o - w N I /T it 7 F' K ' W I r � , z € , - b 7 1 a € " w rc ti ` 3 U € a: U W 3 r Cw l W I t 1 C3 fy,t > :�� �L I•s,j•L„�� 777 EL 1- P ^`,:.$-' r`..�.^.`.WR`::':- '"..k.'&.�*'*::�.::-^' :.i:.a:.n:�•^' ,....s:..'��....,�?_^�LS-e 3`' :i�,..,e'.';:;' -:.3i.'_�.'k.^" r":T�:a g -.�,72;.�+n, w�..�.^;'sz;'i � 'rtt r,.w',�...�.``�,�a`-.-.�nE�=-"`�4.,.ai.'�._....._...�._..�;�_.,,...�.::.._: �'��^..,�._,.._.. 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"';,�: a �t `1,' i W J N w ,, � oSOUTH SECTION WEST SECTIONf °" z a S ❑ d N yr� N �$ F- DANIEL GOLDNER ARCHITECTS 995 SOUTHERN BLVD DATE 72415 152 WEST 25TH STREET DRAWING N❑ NEW YORK, N Y. 10001 SCALE: A 301 .00 TELEPHONE 212.268-851 1 EAST MARION, NEW YORK TITLE: SECTIONS FAX 21 2-26B-1 1 29 O W H I ❑ a y� flINUQN SGFIHIULE vo � II PLJ F E 52 WE--T STH aTs2Eap�pL EE i7o.7YYIolfii IHI!yN ti W <S if6�3✓L']NCc2,.h�_t kYY:�—�.O'�M - D&07.1 ILL I f ii rELE<--��taE�T2_Er 5'�_HS 7 3 F Z W 1=AIW9343L-1 212.2159-11 12.9 , ' N Z ' ❑ 0 k W I F f 0 TYPE R.O.SIZE DIY x FI) BESCRIrnoN MANUFACTURES FRAME ,WZING COMYIEMS 3 3'x6' Doublehung, operable,sliding Andersen Love e(various types) http(rGrwwandersenwmdowscom(products(400 3 window senes-tilt-rash-double-hun -window( W N 313 1 W N W I 0 -1-1 1(2'x,6' Fixed picture window, Andersen Fibrex material Lary a(various types) http/Mm andersenwindows com(products(100 series- ictute-window( 13 4'-11 1(2:x7'-111(2'- Picture wrndowwith flanking W 2 casenierits Q IL C w 3e,x80' Fiberglas*flush-glazed door Masonite hap s,11max.masonite.com(anonymous(ccnfigDo a or spr9productLl ne=entry&zipCode=10046"&co z o w Z a 0 0 3e,x80, 4aktexture7 panel doorkth' Masonite hap s,((max.m asonde.com(anonymous(ccnfigDo 1 center window or sor?pmductLl ne=entry&zipCade=10046&co W untry=US&doorld=FG-BLT-DR-203-0-104-7- m 80-06 n #4 ❑ 6 ®® ��� 4 a •m r z a F fix,_ DANIEL GOLDNER ARCHITECTS DRAWING NO 152 WEST 25TH STREET 995 SOUTHERN BLVD I DATE: 72415 NEW YORK, N Y 10001 SCALE: NTS A-400.00 TELEPHONE 212-268-9511 EAST MARION, NEW YORK TITLE: WINDOW&DOOR SCHEDULE FAX 21 2-268-1 1 29 ❑ W F- m ci 2 -------------------------------------- -------- ----- -------------- ---------------------------------------� I I I • w I I - ❑ w i I I I I °o J I I I I 1 0 I I I i Ea I 3 I I I I I o I I I I w I I o I z I GH Fl 1 I - I 1 I l El ° LlI � I I 1 I ° I I I a I j —UP 1 I W I I I I < 1 GH i w I w I J o � -, I - 1 m•° ��`�',�3��•fir„°`+`�,�, oi L-------------------------------- ----- ------------.----------------------------------------------------------Lo I ••. °. "• a e •° ° ° •, ° ° •P , ° ° 1 •• e L–——————————————————————— ———————————————————————————————————————————————————————————————————————————————————————— — N_ z DANIEL GOLDNER ARCHITECTS 1 52 WEST 25TH STREET 995 DRAWING S❑UTHERN BLVD DATE: 72415 NEW YORK, N Y. 10001 SCALE' 1/4°=1'-0' E-1 00.00 TELEPHONE 212.269-0511 EAST MARION,NEW YORK IT FAX 21 2-268-1 129 ❑ J W , H m T 0 a N - w I U R Q I F W _ z W N U W F H O 2 _H 3 N z 3 L ❑ m - x ❑ PGGFI 7 R I C30 a z nQEF U - ❑ IL IL w It / >- z z U IL H U W F I U - a R W z J T1 W z a D GFI 0 30"AF A W la w J ° - T T1 m m 1 ma A GFI GFI �k4 � a � - ° E7 z 2 H DANIEL G❑LDNER ARCHITECTS DRAWING NO. 995 S❑UTHERN BLVD DATE: 72415 152 WEST 25TH STREET NEW YORK, N Y 101301 SCALE' 1/4'=1'-0. E-1 01 TELEPHONE 212-268-8511 EAST MARION, NEW YORK TITLE: FIRST FLOOR ELECTRICAL PLAN FAX 21 2-26 E1-1 1 29 J " Y a w ` m m a N w❑ W F ciI ' Q / W \ H w Z FF w N z Z ❑ J ❑ � r w � . XX GFI 0 \ T1 3 E3 z It3 13 a ul GA W E ❑ W N , 7 W a ❑ a Z � / ❑ O a w z - Z A A z IL ❑ w _ _ U _ rc - a wW Z ° J O J W_ Z z w / aw13 Lna a ' w ❑ x m s a m z Ix DANIEL GOLDNER ARCHITECTS - 1 52 WEST 25TH STREET - DRAWING NO 995 SOUTHERN BLVD 415 NEW YORK, N.Y 10001 I SCALE '/4 ' (r TELEPHONE 212-268-8511 EAST MARION,NEW YORK TITLE 2ND FLOOR ELECTRICAL PLAN E-1 02.00 FAX 21 2-260-1 1 29 w TO SEPTIC 4'DRAINAGE DOWN ❑ T FW- < r f . , r �R6 n .. , r • . „ ' - f" _ v e - - _ ^ ' <Y ^ r • _ < * `k , < o t I' I •�� ,l O , ( \ I ! Z I SUMP PUMP W I W I I 2"HW r IY i F 2'•CW UP— I ❑ WH 3 13 En I ' O _._..•---_ -- _ a. LL 13 Eq S • s< 1 { l O r I _rt ..__........ .__ •: I '""``'""F , C— _—_" �._.F....,._—_.,i'...... ..,..._._.-r.....__�___. =nom 4 _ ¢ d".�._ R__•__._._ ............_____.. ,R �A ..°y�.....,...»w °,...d *` .. _.._.,,.�,._, _...._..A.,,..,._ _ • , a - ¢ t=>P ! ,1� x , , R H ^k r I DANIEL G❑LDNER ARCHITECTS DRAWING 152 WEST 25TH STREET 995 SOUTHERN BLVD SATE. 724.15 NEW YORK, N.Y 1 1100 1 SCALE: 1/4°=1'-01 P-1 00.00 TELEPHONE 212-258-851'1 - EAST MARICIN,,NEW YORK TITLE CELLAR PLUMBING PLAN FAX 21 2-260-1 1 29 _ 4"DRAINAGE DOWN i \� 4"DRAINAGE DOWN oz IT I a ❑ 1 I Z W 13 3 w 2"HW UP 2"OV UP E Lid 3 � - tn S it , ❑ -...w1 `j F C ,I - ww Q. t I is .1 ° Ei a I i fYw� 3"VENT In t DANIEL G❑LDNER ARCHITECTS 1 52 WEST 25TH STREET ( DRAWN - 995 S❑LJTHERN BLVD DATE. 724.15 NEW YORK, N.Y. 1 000 1 SCALE' 1/4'=1'-0° P-1 01 OO TELEPHONE 212.268-8511 - - EAST MARION,NEW YORK TITLE 1ST FLOOR PLUMBING PLAN FAX 21 2-268-1 1 29 o - w 4"DRAINAGE DOWN 4"DRAINAGE DOWN x - , iF a m �� i 1' J I ._...._.__......,..._._.._..._._..._._.........._... 2 3"VENT Tt H I s 2"OWDNI 101E C9 \� .._ , I' I i I 3"VENT a cl r ° SII •- --- >. _ .� } '`� i w ' r W £ I E ZO 0IL CE 3 1 K e 3 W Z -- I.....—....." _.... C7 W I( I Z 13 leu O 13 ro 13 • W f - > m air m I .e - F DANIEL GOLDNER ARCHITECTS DRAWING 152 WEST 25TH STREET 995 SOUTHERN BLVD I DATE 72415 NEW YORK, N Y 10001 SCALE: 1/4"=V-O' P 102.00 TELEPHONE 212-268-8511 EAST MARION,NEW YORK TITLE IST FLOOR PLUMBING PLAN FAX 21 2-268-1 1 29 a o m - SWIMMING POOL N U W r x E3 SKIMMER w LL i PUMP w z I ❑ � I U = I TO DRYWELL F VALVE ❑ 13.. O - , 3 HEATER z I I FILTER = W I � SWIMMING POOL SYSTEM z SECOND FLOOR i N.T.S 4° 1112° 11/2" 4° 11/2° 11/2° 13 ❑ a w Z I :j FIRST FLOOR IL I DISCHARGE PIPE Q CE FIRST FLOOR 0 4° 1112° 11/2° W a} I 0POWER SUPPLY I �'x a F K I s N00000i BASEMENT FLGBR N BASEMENT FLOOR I ° WEEPING TILE P` = `�1- s. .• w€: -m ;' r W4 WEEPING 2° 4° 11/2° CLEANOUT f Y TO SEPTIC SUMP PUMP «`= ' y a NEWTRAP > [0] � PLUMBING RISER SUMP PUMP G a NIS N.T,S N S H DANIEL GOLDNER ARCHITECTS 995 SOUTHERN BLV 1 52 WEST 25TH STREET DRAWING NO.. BLVD DATE 724.15 NEW YORK, N.Y 101301 SCALE' 1/0=1LO° P 200.00 TELEPHONE 212-268-8511 EAST MARION, NEW YORK TITLE PLUMBING RISER DIAGRAM FAX 21 2-268-1 1 29