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HomeMy WebLinkAbout51097-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT ." TOWN CLERK'S OFFICE ' SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 51097 Date: 8/21/2024 Permission is hereby granted to: Marratime Capital V LLC ....�..._ .......... ......._ _ 71 15th Ave Sea Cliff, NY 11579.�� To: Construct an in-ground swimming pool accessory to an existing single-family dwelling as applied for per Planning Department clearing conditions and approvals. Pool and pool equipment require a minimum rear and side yard setback of 10 feet. At premises located at: 1635 Laurel Ave, Southold SCTM #473889 Sec/Block/Lot# 56.-1-1.3 Pursuant to application dated 7/3/2024 and approved by the Building Inspector, To expire on 2/20/2026. Fees: SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $300.00 CO- SWIMMING POOL $100.00 Total: ........� $400.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1 179 Southold,NY 1 1971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only D r\ PERMIT NO. I Building Inspttrc„ J6) -- JUL 3 2024 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. TOWN 'F � to)l Date:07/01/24 OWNER(S)OF PROPERTY: Name:Marratime Capital V LLC SCTM # 1000- c ILo — 01— Project Address: I LO?;5 Laurel Avenue, Southold, NY 11971 LOT S Phone#:631 603 9092 Email:dmarra02@gmail.com Mailing Address:71 15th Avenue, Sea Cliff, NY 11579 CONTACT PERSON: Name:Brooke Epperson Mailing Address:PO Box 152, Mattituck, NY 11952 Phone#:631 603 9092 --TEmail:bepperson@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo Mailing Address:PO Box 152, Mattituck, N.Y. 11952 Phone#:631 603 9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name:AMP Build LLC Mailing Address:PO Box 152, Mattituck, N.Y. 11952 Phone#:631 603 9092 Email: DESCRIPTION OF PROPOSED CONSTRUCTION *New Structure ❑Addition ❑Alteration ❑Repair Demolition Estimated Cost of Project: ❑Other Inground Swimming Pool $80,000 Will the lot be re-graded? ❑Yes *No Will excess fill be removed from premises? *Yes ❑No 1 PROPERTY INFORMATION Existing use of property:vacant(have dwelling permit to construct) Intended use of property:Single Family Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-80 Non-Conforming this property? *Yes ::]No IF YES, PROVIDE A COPY. i 19 (M(let:k Box After IReadlllP& The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by I Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By rint name):AMP Architecture @Authorized Agent ❑Owner Signature of Applicant, Date: 07/01/24 STATE OF NEW YORK) SS: COUNTY OF Suffolk Brooke Epperson PP being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the Agent (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this w 20 Z 4 day of Notary DARCEE AUFENANGER NOTARY PUBLIC,STATE OF NEW YORK Registration No.01A00019644 Pq('�IIR N OWNEIRc (Z T1 O Qualified in Suffolk County (Where the applicant is not the owner) Commission Expires January 9,2028 Constantino Marra residing at 71 15th Ave, Sea Cliff, NY do hereby authorize AMP Architecture to apply on my behalf to the Tower Southold Building Department for approval as described herein. 07/01/24 Owner's Signature Date Constantino Marra Print Owner's Name 2 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY 0 Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-0365 I F:(631)444-0360 www.dec.ny.gov October 6, 2023 AMP Architecture PLLC 1075 Frankville Rd Laurel, NY 11948 Re: Application ID 1-4738-00952/00005 Marratime Captial V LLC Project 705,751,2425 Laurel Ave, Southold, NY SCTM# 1000-55-6-35,36 SCTM# 1000-56-1-1 Dear Applicant, I have received your request to obtain a definitive determination regarding a clearing time frame to protect the habitats of Northern long-eared bats for the development of the subdivision. Since the DEC has documented the summer occurrence of the Northern Long Eared Bat (NLEB) (Myods septenfrionalis),a species listed as "endangered" by both New York State and the US Fish &Wildlife Service, within 3 miles of the project location. We have determined that tree cutting at this location between March 1 and November 30 of any calendar year may result in the"take"of these endangered/threatened species ortheir habitat within the meaning of Environmental Conservation Law(ECL) §11-535.The term "take" is defined in part as the direct killing or injury of individual members of a protected species, interference with critical breeding, foraging, migratory or other essential behaviors, or the adverse modification of the species' habitat The"take"of a species listed as endangered or threatened is prohibited in the absence of a permit from this Department issued pursuant to V ECL§11-535. In order to avoid an Endangered Species "take," no tree cutting activities must be conducted at the project site between the dates of March 1 and November 30 of any calendar year. If you have questions about the presence of protected species on or near your property, the potential effects of activities on these species or your responsibilities as a landowner or project sponsor under the Endangered Species Regulations please contact the Regional Wildlife Manager at (631) 444-0310. a Sincerely Y 1 Mar MacKinnon Environmental Analyst 2 cc: AMP Architecture PLLC, Wildlife, File Q 1'haParmater,t rlr I c tion I d 1R)P4 S 1 0q q -- SS-eS5Q+2S ➢G LONE✓RED- r ., �'/\',�, Q Lu co ._!n'�•".I*.." .��_ ._.. _ 771 0,7,. 1 R-80 C O ry \ i p CV z 0 Ca 1 d- O CD % M r �f' �, ¢ r- a O o�. /1 L W 5 70 I O' AGGESSCRY °op�N P `f10 �J OPEN SPACE FARCES ='� U •- SETBAGK � LOCATION MAF (D NI2°4���'O��W PROPOSED SPLIT RAIL FENCE TO BE MAINTAINED N13oQ-�i3Oii SCALE: NT5 4J m BY SOUTHOLD TOWN ' — �.�51 165.5a + F A O E E" : U . . . . . . . . . - - PROJECT LOCATION &SCOPE Q • - - SITE PLAN & ZONING DATA p - _ �1 r -- r r GENERAL NOTES `U 0 STRUCTURAL DESIGN CHART I - - - - 0 POOL PLANS & SECTION o O . - _ - _ PROPOSED OUNITE . , . Z N `0 0 s. IN-GROUND SWIMMING ! POOL N - - . M _ w w POOL EQUIPMENT - .� _ . � - 10' MIN. � . _ . .. I. .. . I POOL FENCE APPROX. - -- 4' HIGH POOL FENCE AS 4-16 LINEAR FEET PER NY5 GODS; PROV. . I PROP. POOL SELF-LATCH I NO O T PROP. STONE DRYWELL y - - SELF-CLOSING GATE . PATIO < 8" I _ _ _ _ _ ` FROM GRADE; I 0 I z 1,000 5F o i GL - - PROJECT / ZONING DATA v—) i ' I /' TAX MAP # 1000-56-01-01.5 m z PROP. I PROP. 0 t\D.W. / t�D�"I / - - . - - - I- - ZONING DISTRICT R-80 NON—GONI=ORMINS z N - - - . - DWELL I NO - LOT AREA 0.5 ACRES COVERED PATIO I i .I . . . Ir z _ LOT CLEARING - 50% MAX. AS PER SOUTHOLD TOWN 1 4' HIGH FOOL FENCE A5 I BOARD PLANNING APPROVAL z z 0 0 PER NY5 GORE; PROV. PRoI= - - - LOT SIZE 35 005.0 S.F, z SELF•-LATCHING $ ` BURIED` - ` ` ` w 5ELF-C:L051N5 GATE - - - - - -PROPANE - - - - - ►U a cn I z 50% OF LOT REQUIRED TO REMAIN 17,502.5 S.F. o ~ o z n _ . - - - . PROPOSED DWELLING t — — — — ^I _ W AREA OF PROPOSED CLEARING 17,456.0 S.F. 0 U NOT A PART OF THIS .t Q 3 i FILINO . TOTAL AREA OF LOT TO REMAIN 17AIcI.0 S.F. N a z OLUj w N a Lu - - . - - - - - - LOT GOVERAOE o 3 3 SOUTHOLD TOWN CODE 280-I5 PROJECT: (� - . wi ! _ - . . - - - ' GOV. PORCH i PROP.► . . 9b LOT DESCRIPTION (FOOTPRINT) AREA G01/ERAGE LAUREL AV E N U E L0T TOTAL LOT AREA 35,005.0 S.P. s� PROPOSED DWELLING 4,708.0 S.F. 13.43b PROPOSED INOROUND POOL 800.0 S.F. 2.35o ' 1635 LAUREL AVENUE � . . - TOTAL AREA OF ALL STRUCTURES 5508.0 S.F. 15.7% I PROPOSED STONE WALKWAY © ORADE 1 t� - - - - MAXIMUM LOT COVERASE ALLOWED: 20% SOUTHOLD, NY 11971 0 Iv I> DRAWING TITLE: y � I - i w N PROPOSED - - - ASPHALT II ! IV I- DRIVEWAY j ACCESSORY STRUCTURE REQUIREMENTS PROJECT LOCATION & SCOPE e . .. - .. - SOUTHOLD TOWN GODS 280-IS SITE PLAN & ZONING DATA w 5096 AREA OF LOT TO PROPOSE COMP . . . . REMAIN A PER D COMPLIES II - -�IQ I� I S 1 t° ..---._.___--"--_---------, _ COVENANT - - - . . ,1 f . RESTRICTIONS DATED MINIMUM SIDE YARD 10.0' YES PAGE: 5TH OF MARCH 2O25 00 - - _ - - . - . . II I, - . - - - MINIMUM REAR YARD 10.0' 25b' YES '000 I I i GFM.L MAX. SQUARE FOOTAGE 1200 g00.0 S.F. YES old EL.=25.17' I I I I' EL.=25.85' 51TE PLAN HATCH KEY: DATE: 07/01/24 10F 2 PROPOSED BUILDINS ADDITION PROP. IA OWTS I C 6.0 SITE LAYOUT NOTES: I. TH15 IS AN ARCHITECT'S SITE PLAN 8 IS °�`` SUBJECT TO VERIFICATION BY A LICENSED ,°_ �"'�-� �- P�;:. EX I STI NO WATER MAIN SURVEYOR. THE INFORMATION REPRESENTED ON THIS SITE PLAN 15 TO THE �.. -------------------------------------------------------------- : . ------------------------------- ARCHITECT'S BEST OF KNOWLEDGE. L A U R E L A \/ E N U 2.INFORMATION WAS OBTAINED FROM r bk SURVEY DATED NOVEMBER 6, 2023 AND ,�._�' PREPARED BY: '� °r P ' G FLAN � J I T� �L A I`l YOUNG ASSOCIATES 400 05TRANDER AVENUE •+ �` ,. RIVERHEAD, N.Y. IIQOI SCALE: 1" = 15'-0" FOUNDATION, CONCRETE, AND MASONRY NOTES $ 5f=EG 1 F 1 GATI ON5 I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT CLIMATIC GEOGRAPHIC DESIGN CRITERIA IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THI5 CONSTRUCTION DOCUMENT BINDED APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITr TO READ ALL NOTES, SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. GROUND SNOW LOAD 25 LBS d 2. ALL FOOTIN55 TO BEAR ON FIRM, VIR61N, UNDISTURBED SOIL 40--0" Q GENERAL BASIC WIND SPEED 150 MPH I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 3. 501E TO HAVE MIN. BEARING CAPACITY OF (I) TON/SQ. FT., U.D.N. LJ LLI APPLICABLE BUILDING DEPARTMENT. 4. FOOTIN65 TO REST A MIN. OF 4'-0" BELOW GRADE, UNLE55 EXPOSURE CATEGORY B f J 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. OTHERWISE NOTED (y) ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING SEISMIC DESIGN CATE60RY B Q N STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. Ln 3, ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES U BACK FILL SHALL PLACED AGAINST FOUNDATION ALLS WEATHERING SEVERE UNTIL 1== TIER OF FRAMINGO AND AUTHORITIES HAVING JURISDICTION. U W IS IN PLACE. _ -0 FROST LINE DEPTH 3'-0" a--+ (.0 7. FOOTINC75 TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. L- 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY Z 0 OF THE OWNER/BUILDER TERMITE MODERATE TO HEAVY N I 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED a. '� Lr) ,- 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS SOLID WITH CONCRETE. r- C X CV SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFCRE PROCEEDING ICE BARRIER REQUIRED YES WITH THE WORK, a. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. 0 O 0 ate+ 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 .� 4-i 6. NO DEVIATIONS OR CHANOE5 TO THE STRUCTURAL SYSTEM SHALL BE MADE DAYS OF 4,000 P,5.1., U.O.N. E: O UNLESS APPROVED BY THE ARCHITECT/EN01NEER. N N Q Q a O 1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS II. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH BEFORE THE START OF FRAMING 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. 1 GLEAN Q iq 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODE5. \\ -_ 6P-1OI f COMPACTED 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - EARTH Cf. DO NOT SCALE DRAWIN65, WRITTEN DIMENSIONS TAKE PRECEDENCE (1) WALL TIE PER (5) 50. FT. 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, MAX. 52'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. 11. THESE SET OF DRAWIN65 ARE THE PROPERTY OF ANTHONY PORTILLO,RA 15. APPLY (I) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. 4-)AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN FROM FOOTING TO 2" ABOVE FINISH GRADE. PERMISSION FROM THE ARCHITECT. jn / 1 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES P. GONG. STEPS v • RESPONSIBLE FOR DESIGN INTENT ONLY. OF 40°F AND FALLING, UNLESS APPROVED BY ARCHITECT/ENGINEER. NO n CONCRETE SHALL BE PLACED ON FROZEN SURFACES. 1_I I-I (D m 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. I'I. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY A-101 A-lol � �-+ 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL ARCHITECT/ ENGINEER. Q • TIMES. AT THE COMPLETION OF WORK,THE CONTRACTOR SHALL REMOVE ALL `r RUBBISH, WASTE MATERIALS, TOOLS, ETC,., GLEAN 6LA55 AND LEAVE WORK 15. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND BROOM GLEAN. WHERE EVER APPLICABLE. Vr l 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL Iq. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINC75 ARE TO BE A LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES MIN. 10" DEEP PROJECTING b" ON EACH SIDE OF THE FOUNDATION WALL. AND ORDINANCES. PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK CONCRETE SLABS TO HAVE 6x6 10/10 WELDED WIRE REINFORCING. 32'-6" 3'-6" 4'-0" • 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF !n THE 5UB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED V COMPLETION OF PROJECT. AS IN SOLID d SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 8" pROI jOSEC� POOL STR"' 7 UOTURE Aft `jf^` I-I. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, DEEP d 3'-0" BELOW GRADE. I- •---• Q ARCHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND SWIMMING POOL 6 HOT TUB SCALE: I/4" = I'-O" AGAINST ALL CLAIMS, DAMAOE5, LOSSES AND EXPENSES, INCLUDING 1. IN-GROUND POOLS SHALL BE DE516NED AND CONSTRUCTED IN CONFORMANCE ATTORNEYS FEES ARI51N6 OUT OF OR RESULTING FROM THE PERFORMANCE OF WITH ANSIAPSP/IGG 5 (AMERIGAN NATIONAL STANDARD FOR RESIDENTIAL THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE,L055 OR EXPENSE (A) INOROUND SWIMMING POOLS, 2011) IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO INJURY TO OR DESTRUCTION OF TAN0113LE PROPERTY (OTHER THAN THE WORK 2. PERMANENTLY INSTALLED SPAS AND HOT TUBS SHALL BE DE516NED AND ITSELF INGLUDIN6 THE L055 OR USE RESULTING THEREFROM). (B) 15 CAUSED IN CONSTRUCTED IN CONFORMANCE WITH ANSIAPSP/IGG 6 (AMERIGAN NATIONAL WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE STANDARD FOR RESIDENTIAL PORTABLE SPAS AND SWIM SPAS, 2013) CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY 3. AN OUTDOOR SWIMMING POOL SHALL BE SURROUNDED BY A TEMPORARY BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A BARRIER (MINIMUM 45" IN HEIGHT) DURING INSTALLATION OR CONSTRUCTION PARTY INDEMNIFIED HEREUNDER. THAT SHALL REMAIN IN PLACE UNTIL A PERMANENT BARRIER IN COMPLIANCE 42'-0" 18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 WITH LOCAL AND STATE RESIDENTIAL BUILDING CODES 15 PROVIDED. BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING,NAILING, PLACING 4. SWIMMING POOLS SHALL BE COMPLETELY ENCLOSED BY A PERMANENT OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR 40'-O" TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN65, SPECIFICATIONS, BARRIER COMPLYING WITH SECTIONS R326.4.2.1 THROUGH R326.4.2.6 OF THE 2020 NYS RESIDENTIAL CODE. APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN 5. BARRIERS, BARRIER 6ATE5, LATCHES, ALARMS AND MECHANICAL FUNCTIONS AUTHORIZATION OF THE ARCHITECT/ENSINEER• SHALL COMPLY WITH SECTIONS R326.4.2.1 THROUGH R326.1.3 OF THE 2020 NYS la. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS RESIDENTIAL CODE. NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS I'-O" STONE COPING PERTAINING ARE TO BE FIELD VERIFIED, SITE WORK I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR I O 20. CONTRACTOR TO REMOVE $ RELOCATE AS REQUIRED ALL EXISTING WORK N 2. VERIFY ALL 61VEN DATA ON DRAWIN65. IF THERE IS A DISCREPANCY, WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. RECEIVE CLARIFICATION FROM ARGHITECT/ENGINEER PRIOR TO PROCEEDIN6. m z 2I, ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S 00 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWIN65. I I N y SPECIFICATIONS,UNLE55 NOTED OTHEP WISE. STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING I I Z 22. PROVIDE FIREBLOGKIN6 AS PER 1`IEW SITE. STOCKPILE ALL EXCAVATED MATERIALS. w YORK ACCESSIBILITY STANDARDS. I E 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS TREE m z_ 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE I I Q UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORK5 a COPYRIGHT PROTECTION ACT OF IgQO (AWCPA), WHICH HA5 SEVERE PENALTIES. FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. p I ( wQ Q 5. PROTECT TREES WITHIN E16HT FEET OF THE BUILDIN6. w I PROPOSED I z Z tu 1NOROUND POOL Q _ p O 800 S.F. O Q = V ° I w m m H o � z FOOL TO BE I aY U ? U lTF- STONE GAP (4) #4 HORIZONTAL m C14 N BEAM BARS 2:12 F- e•1 N DN PROJECT:- A-101 �\\ b'-o" �r I I 4 ALTERNATE VERTICAL #3 BENCH (\\\\\ --BARS TO SUPPORT EXTRA LA U R E L AV E N U E \\//\\ BOND BEAM BARS � �, LOT 5�� 0'-0" it✓\\/\\/\ VERTICAL BARS ALTERNATE #3 AND #4 POOL NOTE5: PLAN NOTE: j j j 6" O.G. 5F7 - CIFT AREA FOOL 1. POOL TO BE HEATED ALL EXTERIOR DOORS AT EX 15TIN6 1635 LAUREL AV E N U E SEE SECTION 2. POOL TO HAVE SALT GENERATOR DWELLING WITHIN BOUNDARIES OF /N�� DPP HSS FOR 3. PROVIDE AUTOMATIC COVER PERIMETER FENCING TO HAVE ALARMS SOUTHOLD, NY 111 97 DRAWINGTITLE: \ FROP05E5 I NC ROUND FOOL LAYOUT PROPOSED LAYOUTS HORIZONTAL BARS 0 3 ® 12" CENTERS 4 PROPOSED SECTION c > SCALE: I/4" = I'-o° PROPOSED CONST. DETAIL /\/\/\ THICK WALLS BROWN GOAT PAGE: /\/ " PLASTER FINISH 401 TOP OF POOL WALL P- TOP OF POOL WALL _------/� ELEV. O,O woo ELEV. 0.0' ;GRADE 7/\�/\\ORADEI\ \\\\\/`uNDISTURBE /EARTH \ DATE: 07/01/2420F2 \�\\�\\� \ // \ /// // \ 1690 SLOPE;33Y ---_-- --_-_-- R\\ \\ \\ \ SHALLOW POOL FLOG 6" THICK FLOOR SECTION /\ \ /\\/\\/�\/\\/\\/ /\//\//\//\•. MAX. ALLOWED : . : // // // // ELEV. -4.0 FLOOR #3 BARS 12 O.G. \ \ \ \ \�' \� \ \� \� \� \� \� \�'\ \ \�' \ \� \\ \\ \\ \\ \ / /\// /\ /\/\/\/\ • .. \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ T • .. /\\/\\ ------- /\/\/\/\/\/\/\/\/\/\/\/\/\/ / / / / / / / / / / / / / / \ POOL DEEP END FLOOR / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / GOMPAGTED/UNDISTURBED EARTH \ \ \ \ \ \ \ \ ELEV. 7.0 / / / / / / i /\/\/\/\/ / / / / / / / / / / / / / i / / // / / / // // / // // // // // // // // // // // // // // / / / / / / / / / / / / / / / \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\/\\ // // \/\/\/ \/\/\/\/\/ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ R // ///// / / // //� j j FR F L / FROF05 D SEOTION ( -1/A 1 O 1 50ALE: 5/4" = I'-O" SCALE: 1/4" = P-O"