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HomeMy WebLinkAboutPresubmisison Materials Rec'd 6/27/24 F .w... JUL 10 2024 TOWN OF SOUTHOLD BUILDING DEPARTMENT id ltho down SOUTHOLD,N.Y. _ anning Board NOTICE OF DISAPPROVAL DATE: July 10, 2024 TO: Joseph Neitzel (RC Church of the Sacred Heart) 406 North Country Road St. James,NY 11780 Please take notice that your application dated May 6, 2024: For permit to: construct a parish center at: Location of property: 14300 Route..25,Mattituck. NY County Tax Map No. 1000—Section 114 Block 11 Lot 1 Is returned herewith and disapproved on the following grounds: Pursuant to Article XXIII Section 280-127 the proposed use requires sitg_plan Qpr_oyal from the Southold Town Plannine Board. In addition the proposed construction requires S ecial Exce tion approval from the %orin Beard c: A. eels. You may now apply to these agencies directly. Author z d Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Planning Board LEGEND BULK ZONING TABLE GENERAL SITE NOTES EXISTING ITEM PRCPOSED ZONING DISTRICT:RESIDENTIAL R-40 1. UNSUITABLE MATERIAL, CONSTRUCTION DEBRIS, EXCESS SOILS, ETC. SHALL BE PROPERLY REMOVED ANDq � X ® I ' f PROPERTY LINE ITEM SECTION PERh1I7TEDIREQUlRED PROPOSED DISPOSED OF OFF-SITE N ACCORDANCE WITH ALL APPLICABLE CODES,ORDINANCES,AND LAWS. •• ,, �,'"�`,� .y, k; BUILDING THE FOLLOWING USES ARE PERMITTED AS A 2 R IS RESPONSIBLE THE CONTRACTOR SIBLE TO TAKE EROSION CONTROL MEASURES NECESSARY IN ACCORDANCE ' SPECIAL EXCEPTION BY THE BOARD OF xN"w WITH NYS STANDARDS AND SPECIFICATIONS FOR EROSION & SEDIMENT CONTROL TO PREVENT SEDIMENT _i DOOR A APPEALS,AS HEREINAFTER PROVIDED,AND EII!EX' ANDIOR LOOSE DEBRIS FROM WASHING ONTO ADJACENT ROADWAYS AND PROPERTIES. > ' .• <, SUBJECT TO SITE PLAN APPROVAL BY THE' CONCRETE CURB PLANNING BOARD: 3 r25 SAME A5 280-138 OF THE ALL ON-SITE CONCRETE SHALL BE IN CONFORMANCE WITH ACI PROVISIONS. ALL CURBING SHALL BE 6 f CONCRETE .. •..,.• §280.17(B) CONCRETE UNLESS OTHERWISE NOTED. / - •. • :. AGRICULTURAL-CONSERVATION DISTRICT, PAVEMENT �.� Miltt, t�CJ4 - =r -- EXCEPT THAT A CHILDREN'S RECREATION .. .. ... . . . . . .. 4. RELOCATION AD/OR REMOVAL OF EXISTING UTILITY POLES,TRAFFIC SIGNS,ETC.,SHALL BE COORDINATED BY ASPHALT PAVEMENT CAMP,FARM LABOR CAMP AND ,. �' ,S, , PbIT VETERINARIAN'S OFFICE AND ANIMAL HCiSPITAL THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR FIELD-VERIFYING THEIR PRESENCE. „ USE:PARISH CENTER M a C LANDSCAPE AREA �`,` `,' ARE NOT PERMITTED AND BED-AND-BREAKFAST. e 5. WORK WITHIN THE R.C.W.OF MAIN ROAD AND REEVE AVENUE SHALL BE PERFORMED IN ACCORDANCE WITHa -v \ X FENCE USES DO NOT REQUIRE SITE PLAN APPROVAL. (A)PROPOSED BUILDING GREATER ALL APPLICABLE REQUIREMENTS OF THE NEW YORK STATE AND TOWN OF SOUTHOLD REGULATIONS. n 16a•7 I THE FOLLOWINGS USES ARE PERT{;ITTED AS A THAN 50 FEET FROM ALL STREET [ I ) "C�/ , ort LINES AND GREATER THAN 20 FEET r � 0��°( ��V O § MALL SPECIAL EXCEPTION BY THE BOARD OF.:, 6. ALL TRAFFIC CONTROL DEVICES, LE. SIGNALS, SIGNS, AND PAVEMENT MARKINGS SHALL BE INSTALLED IN i a LiN_ 1 _ FROM ALL LOT LINES. CONFORMANCE WITH THE GUIDELINES OF THE NEW YORK STATE MANUAL OF UNIFORM TRAFFIC CONTROL WHITE_�- - ZJ` USES PERMITTED BY APPEALS AS HEREINAFTER PROVIDED AND BVd f.y- _ _ - =Rp �- . PARKING COUNT SPECIAL EXCEPTION SUBJECT TO SITE PLAN APPROVAL BY THE DEVICES AND AS DIRECTED BY NYSDOT AND TOWN OF SOUTHOLD. ALL PAVEMENT MARKINGS REQUIRED ' DOUBLE YELLOW - - ` �ja�� I PLANNING BOARD,PROVIDED THAT NOT MORE (B)THE TOTAL AREA COVERED BY SHALL BE THERMOPLASTIC NYSDOT SPECIFICATIONS)UNLESS OTHERWISE NOTED ON PLAN. , _ _ UTILITY POLE ALL PRINCIPAL AND ACCESSORY ! THAN ONE USE SHALL BE ALLOWED FOR EACH BUILDINGS DOES NOT EXCEED 20°la 40,000 SQUARE FEET OF LOT AREA; 7. CONTRACTOR SHALL SAWCUT TO THE FULL DEPTH OF EXISTING PAVEMENT WITH A STRAIGHT VERTICAL EDGE ,$7 f-J---- II ®- I LIGHT POLE OF THE AREA OF THE LOT. . o PST. (2)PLACES OF WORSHIP,INCLUDING PARISH FREE FROM IRREGULARITIES WHEREVER NEW PAVEMENT JOINS EXISTING PAVEMENT. CONTRACTOR SHALL = - •29 5�E-` COHC'W ewe Q ors SIGN - HOUSES(BUT EXCLUDING A RECTORY OR TOTAL BUILDING COVERAGE:p DETERMINE EXACT LOCATION AND EXTENT OF THE REQUIRED SAWCUTTING IN ORDER TO PERFORM THE -- ' - 1N7 A- Ow ^ 17,075$FI242,Z38.52 SF=7.051. _ � I - 00 §280.13(8) PARSONAGE,WHICH SHALL CONFORM TO THE ;II WORKSCOPE DEPICTED ON THE PLANS. TWO FT MINIMUM FROM CURBS,PADS,WALKS,AND WALLS TO PERMIT t FIRE HYDRANT REQUIREMENTS FOR A ONE-FAMILY DWELLING), PROPER COMPACTION OF THE REPLACED SURFACES. f: GRASS I-: SUBJECT EA. - t~ S BJECTTO THE FOLLOWING REQUIREMENTS .t+ N7 �0 -- tD ®�+ WATER VALVE (A)NO BUILDING OR PART THEREOF SHALL BE 8. REMOVAL INCLUDES, BUT IS NOT LIMITED TO, CURBING, PAVEMENT, UNSUITABLE MATERIALS, AND Ntc s" I I ERECTED NEARER THAN 50 FEET TO ANY UNDERGROUND PIPING. QUESTIONABLE ITEMS ENCOUNTERED (ABOVE AND;OR BELOW GRADE) SHALL BE -% .. Map data Oc 2024 Terms Report a map error s I INLET STREET LINE AND NEARER THAN 20 FEET TO BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER OF RECORD IMMEDIATELY IN WRITING BEFORE - HEpGE GRASS t0 ANY LOT LINE. REMOVAL OR DISTURBANCE. 391' oa.D. ROOF DRAIN ;,: (B)THE TOTAL AREA COVERED BY ALL . VICINITY MAP PRINCIPAL AND ACCESSORY BUILDINGS SHALL:. 9. THE CONTRACTOR SHALL EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO N.T.S. CROSS SANITARY MANHOLE t�s NOT EXCEED 20°(°OF THEAREA OF THE LpT.I EXISTING FOUNDATIONS AND OTHER STRUCTURES TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR f ST(AT�UE COVER TAKING THE APPROPRIATE MEASURES AS NECESSARY TO ENSURE THE STRUCTURAL STABILITY OF EXPOSED u ! CLEAN-OUT §280 MINIMUM LOT AREA 40,000 SF 242,298.52 SF 5.5624 ACRES AND/OR BELOW GRADE.FOUNDATIONS!WALLS/SIDEWALKS AND PAVEMENT TO REMAIN,AND SHALL PROVIDE A PROJECT DATA t -"- ATTACHMENT 3 ( } SAFE WORK 280 LIKE-KIND CONDITIONS AT THE CONTRACTOR'S EXPENSE.AREA. ANY DAMAGE OR DISTURBANCE DUE TO SUBJECT WORKSCOPE SHALL BE REPAIRED TO CONC.wauc TELECOM MANHOLE APPLICANT/OWNER.................. ROMAN CATHOLIC CHURCH OF THE SACRED HEART � I � 6 SIPS COVER( COVER MINIMUM LOT WIDTH §ATTACHMENT 150 FT 391 FT 27835 MAIN ROAD 6 °RD.0 9 ' P.O.BOX 926 - e, � TREE 10. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT PEDESTRIANS AND VEHICULAR TRAFFIC CUTCHOGUE,NY 11935 MINIMUM LOT DEPTH §280 175 FT 391 FT DURING REMOVAL ACTIVITIES. ANY TRAFFIC CONTROL,ACCESS,AND SAFETY PROVISIONS WITHIN THE R.O.W. I I I I i I I CONC.WALK CONC.wwc ATTACHMENT 3 AND ACCESS ROUTES(E G.ACCESSIBLE RAMPS,PEDESTRIAN CROSSWALKS,SIDEWALKS,PAVEMENT STRIPING, TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 11,Lot 1 I I I PLO. o• 280 ETC.) SHALL BE THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL DETERMINE a s MINIMUM FRONT YARD § 50 FT 214.6 FT APPROPRIATENESS OF REMOVAL ACTIVITIES AND PROVIDE TEMPORARY MEASURES FOR THE PROTECTION AND SITE AREA.................................. 242,298.52 SF(5.5624 Acres} ATTACHMENT 3 SAFETY OF THE PUBLIC UNTIL PERMANENT COMPONENTS/REPLACEMENTS CAN BE INSTALLED. CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE RO`???, STORY IS MINIMUM PRIMARY §280 ( ) ONE �j GRASS z MAS• CHURCH o. `� ® ( FRONT YARD ATTACHMENT 3 50 FT 342.5 FT 11. IF SHORING AT A DEPTH GREATER THAN 5' IS REQUIRED TO ACCOMMODATE CONSTRUCTION ACTIVITIES, IT CURRENT USE........................... CHURCH } ! 14300 SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO RETAIN A LICENSED PROFESSIONAL ENGINEER TO DESIGN PROPOSED USE......................... PARISH CENTER � I CONC WALK R.D. COUNSEL R.C. CHURCH' 'RD, s MINIMUM SECONDARY HM 35 FT 214.6 FT THE REQUIRED SHEETING AND SHORING DETAILS. SHEETING SHALL BE IN CONFORMANCE WITH OSHA ........... 8,567 SF OUR LADY OF 0000 ( EXISTING FOOTPRINT.... FRONT YARD ATTACHMENT 3 REQUIREMENTS. GRASS MINIMUM SIDE YARD §280 15 FT NIA PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) ATTACHMENT 3 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION,SIZE,TYPE,AND DEPTH OF COVERED ENTRY:273 SF I i x 1 g I UTILITIES, PIPING, DRYWELLS, ETC. PRIOR TO THE START OF ANY WORK. THE CONTRACTOR MUST CONTACT I za j MINIMUM YARDS §280 35 FT N/A THE APPROPRIATE LOCAL "ONE CALL" SYSTEM TO ENSURE THAT ALL UTILITIES ARE PROPERLY AND GROSS FLOOR AREA................ LOWER LEVEL.................,....................2,020 SF COMBINED ATTACHMENT 3 COMPLETELY MARKED OUT IN THE FIELD PRIOR TO ANY WORK AT THE SITE. ANY DISCREPANCIES BETWEEN (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF I I I RD. §280 THE FIELD LOCATIONS AND THE PLANS SHALL BE REPORTED TO THE ENGINEER IN WRITING IMMEDIATELY. THE TOTAL...................................................101528 SF I I > EXISTING Q ° ( MINIMUM REAR YARD ATTACHMENT 3 50 FT 55.6 FT CONTRACTOR IS ADVISED THAT UTILITY INFORMATION SHOWN ON THE PLAN IS A COMPILATION OF FIELD eS '' �I LOCATIONS,ABOVEGROUND STRUCTURES THAT WERE VISIBLE AND ACCESSIBLE IN THE FIELD,AND RECORD ASPHALT PARKING EKt. EXISTING BUILDING FOOTPRINTS: o _n w DRAWINGS AVAILABLE AT THE TIME OF THE SURVEY AND MUST BE CONFIRMED ACCORDINGLY. THE w x to I o. b Q 5,700 SF+207 SF=8,567 SF CONTRACTOR SHALL COORDINATE UTILITY DISCONNECTION WITH THE APPLICABLE UTILITY COMPANIES PRIOR o z " R"D'I PROPOSED BUILDING FOOTPRINT: I 4`", J TO REMOVAL ACTIVITIES" THE CONTRACTOR IS ALSO ADVISED THAT ALL SUCH FACILITIES DISTURBED DURING I I 8,508 SF(INCLUDING BUILDING W h I n I �' X CONIC.WALK MAXIMUM LOT §280 ° CONSTRUCTION MUST BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. 20% CANOPY) COVERAGE ATTACHMENT 9iroTOTAL BUILDING COVERAGE: 13. THE CONTRACTOR SHALL COMPLETELY FILL BELOW GRADE AREAS AND VOIDS RESULTING FROM THE REMOVAL 8,567 SF 8,508 SF=17,075 SF OF STRUCTURES AND FOUNDATIONS WITH SOIL CONSISTING OF MATERIALS FREE FROM DEBRIS, TRASH, j FROZEN MATERIALS, ROOTS AND OTHER ORGANIC MATTER, STONES USED SHALL NOT BE LARGER THAN 6 >, I i i '" p 17,075 SF/242,298.52 SF=7.05% I I ! I I I w l' W INCHES IN DIMENSION. PRIOR TO PLACEMENT OF FILL MATERIALS, UNDERTAKE ALL NECESSARY ACTIONS IN 1 I GAZEBO n ORDER TO ENSURE THAT AREAS TO BE FILLED ARE FREE OF STANDING WATER, FROST, FROZEN MATERIAL, � j P��IAXIh.UNI BUILDING §280 35 FEET TO PEAK OF SLOPING ROOFS!25 FEET , A I I ® r z 23'-1 Y2"TO PEAK OF SLOPING ROOF TRASH AND DEBRIS. PLACE FILL MATERIALS IN HORIZONTAL LAYERS NOT EXCEEDING 6 INCHES iN LOOSE o HEIGHT ATTACHMENT 3 FOR FLAT OR MANSARD ROOFS DEPTH AND COMPACT EACH LAYER AT PLACEMENT TO 95%OPTIMUM DENSITY, GRADE THE SURFACE TO MEET E - f� ~� MAXIII NUMBER OF §280 ADJACENT CONTOURS AND TO PROVIDE SURFACE DRAINAGE. REFER TO GEOTECHNICAL REPORT (IF STORIES ATTACHMENT 3 2Y SINGLE-STORY BUILDING PROVIDED) FOR FURTHER RECOMMENDATIONS. REFER TO GRADING PLAN FOR PROPOSED SURFACE W _ I GRASS ( IV]VARIANCE REQUIRED ELEVATIONS. °�C �,"1/.. ✓~ �r I� II II�__ _11 PAR ZgNiNG�,� 14. UNDERGROUND STORAGE TANKS, IF ENCOUNTERED, SHALL BE EMPTIED,CLEANED AND REMOVED FROM THE c SITE IN ACCORDANCE WITH FEDERAL,STATE,COUNTY,AND LOCAL REQUIREMENTS. ° G ❑ ._ I I, I ROZONE ❑ PARKING CALCULATIONS PROPOSED, I I I < r-- 15. PROPOSED TREE PROTECTION FENCE TO BE INSTALLED BEFORE THE START OF REMOVAL ACTIVITIES AND TO l i l PAVEMENT s ITEM SECTION PERM ITTEDlREOU[RED PROPOSED C) ASPHALT BE REMOVED AFTER CONSTRUCTION IS COMPLETE. PROPOSED CONCRETE Ek z I PARKING PARISH CENTER(1 PER 100 SF OF OFFICE FLOOR AREA): EXISTING PARKING:123 STALLS 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL CURB OW REQUIREMENT FOR §280-78(A) 8,508 SF x 1 STALL PER 100 SF=85.08 STALLS PROPOSED PARKING:9 STALLS AUTHORITIES REGARD:'•!G MATERIALS AND INSTALLATION OF PROPOSED WORK,F0,OBTAINING THE REQUIRED PROPOSED 10 R-40 ZONE C.C. 1 PARISH CENTER PARKING REQUIRED:86 STALLS TOTAL PARKING:132 STALLS PERMITS, SIGN PEES,AND CONSTRUCTION INSPECTIONS,ACCORDING TO GOVERNING BUILDING CODES AND LANDSCAPE �„ 10' (T(P.) PROPOSED ADA ors CF DISPOSAL OF ALL MATERIAL IN ACCORDANCE WITH STATE AND LOCAL LAW. AREA(TYP.) . .. .. . . . .. . .(TYP.) . . RAMP TYP, ors WHEN ANY LOT CONTAINS TWO OR MORE USES HAVING < R5' •.• .• Q DIFFERENT PARKING REQUIREMENTS,THE PARKING 17. SIDEWALKS, CURBS, OR OTHER EXISTING SITE APPURTENANCES DAMAGED BY CONSTRUCTION SHALL BE � ® . . �"• . . . .. . .':. . PROPOSED ADA AND � t'� REQU!REh4ENT5 FOR EACH USE SHALL APPLY TO THE • .,� PROPOSED PARISH CENTER ONLY ' PROPOSED �'. .'.'.'. .'.'' 7' 7' -� "VAN ACCESSIBLE"SIGN EC OTHERWISE( Pl ) NETHER SPECIFIED ON THIS PLAN OR �> o CONCLUSIVELY DEMONSTRATED THAT OR MORE OPEN DURING PERIODS OF TIME N T THE SOLE COST OFTHE CONTRACTOR. REPAIRED OR REPLACED E U 0,W w CONCRETE • PROPOSED"NO Q NOT,A SIDEb"JACK WHEN CHURCH IS NOT IN USE. } a :'�° o• PARKING ANYTIME"SIGN Q COMBINED SPACES §280-78(G) SUCH USES WILL BE GENERATING A DEMAND FOR NO. DATE BY DESCRIPTION THEREFORE,THE PROPOSED PARISH 18. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS. _�� •" I PARKING SPACES PRIMARILY DURING PERIODS WHEN CENTER WILL NOT GENERATE A r 5' `. ••.W ''�••.• +.22 "+ `• � � � I THE OTHER USE OR USES IS NOT OR AREDTIN REVISIONS 21 • 911' 9.11, OPERATION, GREATER DEMAND FOR PARKING. 19. SEQUENCE AND COORIDINATION OF CONSTRUCTION IS SOLELY THE CONTRACTOR'S RESPONSIBILITY. (REAR YARD) 19 94 5 Q D FOR THAT USE 19.52' ..;,,;.. 57.81'?(:; r "F' TOTAL PARKING SPACES REQUIRE M r�xT � REQUIREMENT. 20. PRIOR TO THE COMMENCEMENT OF ANY WORK WITHIN A NYSDOT AND TOWN OF SOUTHOLD RIGHT-OF-WAY THE _ WITH THE LEAST RE UI Ir Q R/DE'VELOPER/CONTRACTOR MUST OBTAIN A RIGHT-OF-WAY WORK PERMIT FROM NYSDOT PROPOSED SINGLE-STORY PARISH Q Q APPLICANTIOWNE 1 > = THREE HUNDRED FIFTY SQUARE FEET SHALL BE AND TOWN OF SOUTHOLD. • CENTER WITH PARTIAL CELLAR ;. j x Q CONSIDERED ONE SPACE(TO PROVIDE ROOM FOR 10'x 20'PARKING STALLS WITH 24.5' CELLAR.2,020 SF ;� Q h11NIMUM STALL SIZE §280 78(C) STANDING AREA AND AISLES FOR MANEUVERING).THE MIN.DRIVE AISLE 21, ANY UTILITIES INCLUDING POLES REQUIRED TO BE RELOCATED DUE TO THE INSTALLATION OF THE REQUIRED y FIRST FLOOR:3 508 SF Q 1 MINIMUM PARKING STALL WIDTH SHALL BE NINE FEET, 8'x 20'(ACCESSIBLE STRIPED STALL) IMPROVEMENTS SHALL BE RELOCATED AT THE EXPENSE OF THE COVERED ENTRY:273 SF AND THE MINIMUML 19 FEET. APPLICANT/OWNER/DEVELOPER/CONTRACTOR. ' U 214.6' are `'' Q EXISTING ACCESSIBLE PARKING: 22. ALL TRAFFIC ROAD MARKINGS,ROAD SIGNS.AND LIGHT SIGNALS THAT MAY HAVE BEEN MOVED OR DAMAGED IN n. 97.27 ., 40.23' (FRONT YARD) W 8'x 19'STALLS PLUS ADJACENT 8'x 19'TRANSFER AREA 16 SPACES THE PROCESS OF CONSTRUCTION SHALL BE RESTORED AT THE APPLICANT'S EXPENSE TO AT LEAST THE SAME . C/3 F I - i'IN,Sm ^ IBC NYS PROPOSED ACCESSIBLE PARKING: QUALITY AND CHARACTERISTICS THAT EXISTED BEFORE CONSTRUCTION BEGAN. THE APPLICANT SHALL BE " " Q ® ACCESSIBLE S ACCESSIBLE SPACES REQUIRED WHEN 101T0150 ��4 BLUE POINT RA UNIT 1106.1 1 SPACE FURTHER RESPONSIBLE TO INSURE THAT, IN THE ROADWAYS ADJACENT TO THE CONSTRUCTION SITE,THESE ��1"r Q •- TOTAL PARKING SPACES PROVIDED aw � TOTAL ACCESSIBLE PARKING: MARKINGS, SIGNS AND SIGNALS, ARE MAINTAINED DURING THE ENTIRE PERIOD OF CONSTRUCTION. IF H®LTSVILLE NEW YORK 11742 R.D. LO I 17 SPACES REPLACEMENT OR UFGRADE IS REQUIRED, SAME MUST BE APPROVED BY THE NYSDOT AND TOWN OF 3�:' a j. t STY. O O ' o I SOUTHOLD. (63'I) S1-®56 S S O ' N MINIMUM AISLE WIDTH §28078(C) 22FEET 24.5FEET 23. ALL ACCESSIBLE PARK NG,CURBRAMPS,ANDOTHERAPPURTENANCESOFACCESSIBLEROUTESARETOMEET WWW.Ite1J�eIV11C9IP1eEt'1I1 .COr17 THE REQUIREMENTS OF THE 2020 NYS BUILDING CODE CHAPTER 11-ACCESSIBILTY,AND ICC/ANSI Al 17.1-2009. +n ,,, UNOBSTRUCTED ACCESS TO AND FROM A STREET PROJECT NAME "E5 SHALL BE PROVIDED.SUCH ACCESS SHALL CONSIST 24. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS o �_ z OF AT LEAST TWO TEN-FOOT LANES FOR PARKING ASSOCIATED WITH THE PROJECT WORKSCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE zt N } WW -- S PAkERS AREAS WITH 20 SPACES OR MORE.NO ENTRANCE OR CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE ROMAN CATHOLIC CHURCH OF THE SACRED IEn I EXIT FOR ANY OFF-STREET PARKING AREA SHALL BE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO HEART PROPOSED PARISH CENTER `Y a B. ' I ACCESS §280-78(D) LOCATED WITHIN 50 FEET OF ANY STREET COMPLIES THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL Q Q INTERSECTION NOR EXCEED A GRADE OF 6%WITHIN 25 CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF 14300 MAIN ROAD FEET OF ANY STREET LINE NOR 10`/o AT ANY OTHER WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODE. MATTITUCK, NY 11952 1 Sm TING POINT.ALL POINTS OF INGRESS OR EGRESS SHALL BE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK W.W. GRAVEL/DIRT DIRK APPROPRIATELY SIGNED,UNLESS SUCH SIGNING IS 25. THE CONTRACTOR SI,ALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST O.S.H.A. STANDARDS AND 7 R"D• CONSIDERED UNNECESSARY BY THE PLANNING REGULATIONS, OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING DIST.: 1000, SECT.: 114, BLOCK: 11, LOT: 1 WOOD a C BOARD. PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE"MEANS AND METHODS"REQUIRED ® Q � U RS ALL OPEN PARKING AREAS SHALL BE PROPERLY TO MEET THE INTENT AND PERFORMANCE CRITERIA OF O.S.H.A.,AS WELL AS ANY OTHER ENTITY THAT HAS �� ,•,',� �•"-� � � � 1 DRAINED WITHIN THE PREMISES,AND ALL SUCH AREAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES, DRAWING TITLE 1 Z5ISO„ a SHALL BE PROVIDED WITH A DUSTLESS SURFACE, 26. THE TOPS OF EXISTINC;MANHOLES,INLET STRUCTURES,AND SANITARY CLEAN-OUT TOPS SHALL BE ADJUSTED, 1 els pm EXCEPT FOR PARKING SPACES ACCESSORY TO A IF REQUIRED,TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS. Q ' DRAINAGE AND ONE-FAMILY OR TWO-FAMILY RESIDENCE.CURBS, SITE T �� SURFACING §280-78(E) PAVING,SIDEWALKS AND DRAINAGE FACILITIES SHALL COMPLIES 27. IN CASE OF DISCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS, IMMEDIATELY NOTIFY THE PROJECT I COMPLY WITH STANDARDS ESTABLISHED IN TOWN ENGINEER IN WRITING OF ANY CONFLICTS. FRAME ` ORDINANCES,REGULATIONS OR SPECIFICATIONS AND nOW GARAGE 1S6 3 , Q ( SHALL BE APPROVED AND CONSTRUCTED UNDER THE 28, CONTRACTOR SHALL BE REQUIRED TO SECURE ALL NECESSARY PERMITS AND APPROVALS FOR ALL OFF-SITE Or fOrMerl SUPERVISION OF THE SUPERINTENDENT OF HIGHWAYS CatherineOGo r & DO 1 w OR HIS AGENT. MATERIAL SOURCES AND DISPOSAL FACILITIES. CONTRACTOR SHALL SUPPLY A COPY OF APPROVALS TO PATE: 05/03/2024 nuglasr- formerly + 1 PROJECT ENGINEER AND OWNER PRIOR TO INITIATING WORK. GO/der Andr H°Lrsl er & (1)WHEREVER A PARKING AREA OF OVER FIVE SPACES a1AE N89.58#50„1�1 y SCALE: 1"=40' I e° HQusler 1 +■ ABUTS OR IS WITHIN 15 FEET OF THE SIDE OR REAR 29. CONTRACTOR SHALL DOCUh1ENT, WITH PHOTOS, CRITICAL STAGES OF CONSTRUCTION AND PROVIDE TO LOT LINE OF A LOT IN ANY RESIDENCE DISTRICT,SAID ENGINEER OF RECORD AT END OF CONSTRUCTION. now or fprmerl 1 275.45� `"� �� � PARKING LOT SHALL BE SCREENED FROM SUCH PROJECT NUMBER: 23200 Koren MOl CO11}gO11 I GAGE H NS THICK HEDGEADJOINING OT BY A SUBSTANTIAL WALL,FENCE OR AP ROVED BY THE PLANNING BOARD. 30. THE SHOW THEGENOR SHALL ERAL SCOPE OF HE WORK ANDM THE WORK WN ON THE NECESSARILY SHOW ALLNS AND IFIED DETAII DEEIN,THE TAILS REQUIRED DRAWING BY: AM GENERALLY,SUCH SCREEN SHALL BE NOT LESS THAN COMPLETE FINISHED WORKING SYSTEMS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL FOUR FEET NOR MORE THAN EIGHT FEET IN HEIGHT. MATERIALS AND LABOR AS NECESSARY FOR THE CONSTRUCTION OF COMPLETE WORKING SYSTEMS" CHECKED BY: MP (2)WHENEVER A PARKING AREA OF OVER FIVE SPACES 31. ELECTRICAL WORK SHALL BE IN CONFORMANCE WITH THE NATIONAL ELECTRICAL CODE(NEC). APPROVED BY: M P REFERENCES IS LOCATED ACROSS THE STREET FROM OTHER LAND REGULATIONS FOR IN ANY RESIDENCE DISTRICT,IT SHALL BE SCREENED 32. ALL EXCAVATIONS SHALL BE BACKFILLED AT THE END OF EACH WORK DAY OR PROTECTED WITH TEMPORARY ALTERATION OR ADDITION TO THIS THIS PLAN REFERENCES: PARKING SPACES FROM THE VIEW OF SUCH LAND BY A THICK HEDGE, FENCING IN COMPLIANCE WITH OSHA REQUIREMENTS. SEAL &SIGNATURE: DOCUMENT EXCEPT BY A LICENSED WALL OR GCE.APPROVED BY THE PLANNING BOARD, PROFESSIONAL ENGINEER IS A ADJACENT TO LOTS IN §280-78O COMPLIES - VIOLATION OF SECTION 7209, BOUNDARY AND TOPOGRAPHIC SURVEY LOCATED ALONG A LINE DRAWN PARALLEL TO THE 33. DEWATERING(IF REQUIRED)SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL&STATE REGULATIONS,AND ANY RESIDENCE (= SUE3-0:VISION 2,OF THE NEW YORK PREPARED BY: DISTRICT STREET AND A DISTANCE OF 20 FEET THEREFROM, IT IS THE RESPONSI111LITY OF THE CONTRACTOR TO OBTAIN ANY NECESSARY ASSOCIATED DISCHARGE & rl�11/ YO STATE EDUCATION LAW 1171ERICAN ENGINEERING OLD COUNTRY ROAD&LAND SUITE fiURb`EYING P.C. SUCH SCREENING POINTS OF INGRESS OAN D IEGRESS.GENERALLY,NO NTERRUPTED ONLY AT PERMITS. AQ, �G pl LOTTO �� DRAWING No: CIDPLAINVIEW,NY 11803 GRAPHIC SCALE SUCH SCREENING SHALL BE LESS THAN FOUR FEET DATED:02/19,12024 40 0 20 40 80 160 NOR MORE THAN SIX FEET IN HEIGHT.THE OPEN AREA I BETWEEN SUCH BUILDING ARCHITECTURAL LAYOUT - -.: . ,_ 8E LANDSCAPEDSN HARMONY WDITH STREET SHALL A N LE THE o l "t D w RECEIVED w Z PREPARED BY: PREVAILING ON NEIGHBORING PROPERTIES FRONTING . , nm JMN ARCHITECTURE P.C. IN FEET ON THE SAME STREET,TWO IDENTIFICATION AND �� C-- 406 NORTH COUNTRY ROAD DIRECTIONAL SIGNS LOCATED ON THE STREET SIDE OF �n JUN 2 7 2024 Fo 08155P / SAINT JAMES,NY 11780 1 inch = 40 ft. SUCH SCREENING SHALL BE PERMITTED;HOWEVER, I A DATED:04/03/2024 THEY SHALL NOT EXCEED AN AREA OF THREE SQUARE t� ----own Know whaYs below. )YOFE. •S\ - VICINITY MAP BACKGROUND DATA FEET EACH. Planning O Board Ydig. � Call before you PROVIDED BY MAPS.GOOGLE.COM 1-800-272-44$0 MARE PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER 1081558 1 OF 1 YAKey Civtl',Pro!ects12023t23200.JMN Architecture--.14300 Main Road_M ttitucMDraw ngs\Key Civilk23200._2024 05.03_SPP.dwg w.wuy✓Y - -_ We' : Architecture=' Planning Design "":406 North Country Road "Saint James,NY11780 631)862w809S JMN-Archk6dure.com THIS DRAWING,PREPARED FOR THE SPECIFIC PROJECT INDICATED,IS AN INSTRUMENT OF SERVICE, AND THE PROPERTY OF THE ARCHITECT, 36-10" INFRINGEMENT OR ANY USE OF THIS PROJECT IS PROHIBITED.ANY ALTERATION,OR REPRODUCTION OF THIS DOCUMENT IS ALSO PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ISSUE DATE COMMENT 5/3/24 BUILDING DEPT.DENIAL ay. � r,♦� F. 1.fir. 4` 2 0 Y•Y UNF INISHED BASEMENT '`~ I STORAGE AREA ,._ (8-4'CEILING HEIGHD I ,•• I 0 0 •' I I ^w1 i + COLUMNS TYPICAL CLIENT: ROMAN CATHOLIC CHURCH SLAB ON GRADE x" ..'. SLAB ON GRADE OF THE SACRED HEART 27835 MAIN ROAD P.O. BOX 926 CUTCHOGUE, NY 11935 PROJECT: ° � NEW PARISH CENT ER 14300 MAIN ROAD MATTITUCK, NY 11952 SEAL&SIGNATURE a I STEPS UP TO FIRST FLOOR I I 7 oA �~ , .. 7239 4- L - - - - - - o' /vEw�o � PROJECT No. 24004c DRAWING BY: D.R. r CHK BY: J.N. SHEET NUMBER: 1 OF 5 TITLE DRAWING: RECEIVED JUN 27 2024 BASEMENT PLAN Southold Town z Planning Board BASEMENT PLAN NOTES 0 Ilk r Witt:Iftc :. i • "'A hit Plar nihj Design _= 406 North Country Road Saint lames,NY 11780 31)862 8095 - JMN-Architecture.cam 137'-6" lo loo 40'-3" 97'-3y2" THIS DRAWING,PREPARED FOR THE SPECIFIC PROJECT INDICATED,IS AN INSTRUMENT OF SERVICE, AND THE PROPERTY OF THE ARCHITECT. u INFRINGEMENT OR ANY USE OF THIS PROJECT IS PROHIBITED.ANY ALTERATION,OR REPRODUCTION HIS DOCUMENT IS ALSO PROHIBITED WITHOUT M ow OF THIS WRITTEN CONSENT OF THE ARCHITECT. u I9 c WARMING WOMENS ISSUE DATE COMMENT II I I KITCHEN I ; ROOM 6'-�/2" 15'-0%C FOLDABLE WALL I I PASS THROUGH I (NO OPEN FLAME) �' J ` ' `� 5/3/24 BUILDING DEPT.DENIAL PARTITION BY KWIK-WALL MEETING ROOM#3 I I MEETING ROOM #4 I STANDARD SlANDARD PASTORS (545 S.F) I I (545 S.F.) DEPTH REF. D PTH REF. o Uji --------� [ OFFICE u MEETING ROOM#5� o DRINKI�G 1 ' ' ' � � o MEETING ROOM#6 FOUNTAW ---- PAT S (455 S.F.) (455 S.F.) ------ ------ OFFICE/FILE N -------- STORAGE 19'-8" I I 19'Ll. -8" 7'-1�„ I 5'-6" 5'-0" �` 17' 0"i�� 7,,6" i 3'-1" 4'-7" 5'-6" 19'-0Y2" 19'-1" I COAT I JAN.CL. ;----MENS �� ,��i STAq'\ i STORAGE UTILITY ROOM CLOSET RM. I ROOM , RESTJt�Ot�� � ROOM `\ r' FOLDABLE WALL PARTITION BY EGRESS KWIK-WALL DOUBLE DOORS DOUBLE DOORS DOORS CORRIDOR m CORRIDOR M CORRIDOR TT = ==�fi P __ _ _______= COPY i ---- i I i ---- i ----- CLIENT: MACH. � � � i ROMAN CATHOLIC CHURCH L — OF THE SACRED HEART H cl i i I j ------ ------- 27835 MAIN ROAD — — — OFFICE STAFF-------- \ `- --------- -------, AREA I— — P.O. BOX 926 I I — — STAINEpGLASS F — CUTCHOGUE NY 1193 — — _ WINDOW L _ TABLE AND ______ MEETING ROOM#8 MEETING ROOM#7 PROJECT: MEETING ROOM#2 I I MEETING ROOM#1 CHAIR STORAGE `--------- o (420 S.F.) (455 S.F.) NEW PARISH CENTER (568 S.F.) I I (568 S.F.) H (301 S.F.) — — — SEATING N o I — AREA N 14300 MAIN ROAD 11'-3j" _ _ _ 9'o„ Z 19, 01 MATTITUCK, NY 11952 FOLDABLE WALL -6' �' 19'-1" PARTITION BY KWIK-WALL —'�I — — — _ SEAL&SIGNATURE ' H o ��IESTIBULE STAFF REp ARC STAFF II RECEPTION FN OFFICE OFFICE WINDOW T 041239 A O nIQ- I I �0 E� H PROJECT No. 24004c COVERED I M ENTRY DRAWING BY: D.R. CHK BY: J.N. WITH WALLS RETRACTED: SHEET NUMBER: 2 OF 5 2,560 S.F. TITLE DRAWING: LINE OF FIRST FLOOR PLAN 9'-7�° 21'-6" 9'-1�'. ROOF ABOVE 57'-10" 19'-11�" 19'-6 Z" 137'-6" Z FIRST FLOOR PLAN SCALE: 3/16"=V-0" Am 10 NOTES 11teaure P.C. Architecture Planning -Design NNW Country Road "- Saint lames;NY 11780 63 862-8095 JMN-Architecture.com GAF SLATELINE SHINGLES IN"WEATHERED SLATE" CONTINUOUS GUTTER THIS DRAWING,PREPARED FOR THE SPECIFIC PROJECT INDICATED,IS AN INSTRUMENT OF SERVICE, AND THE PROPERTY OF THE ARCHITECT. If I _ INFRINGEMENT OR ANY USE OF THIS PROJECT IS PROHIBITED.ANY ALTERATION,OR REPRODUCTION ) III fill lilt OF THIS DOCUMENT IS ALSO PROHIBITED WITHOUT LIKE OF WALL BELOW THE WRITTEN CONSENT OF THE ARCHITECT. ISSUE DATE COMMENT 513124 BUILDING DEPT.DENIAL lilt lilt lilt fill fill fill fill 11 - - - - - - I JIM lilt Ill I III lilt fill fill I ROOF CRICKET ROOF CRICKET / 48"X 48"SKYLIGHT NEW TPO FLAT ROOF SYSTEM _________/// NEW TPO FLAT ROOF SYSTEM CLIENT: ROMAN CATHOLIC CHURCH OF THE SACRED HEART 27835 MAIN ROAD P.O. BOX 926 CUTCHOGUE, NY 11935 PROJECT: NEW PARISH CENTER fill [ ] 11 11111111 Jill I Ili I IIIIIIJI1111 lift fill fill fill fill fill 11 1111111 1 Hli lift Jill Jill Ill ] lilt IIIIIIII lilt Jill fillililitillill IIIIIIIIIIiIIIII fill fill till fill fill 1111 11/ 1111111111111 11111111111111 1 fill lilt fill lilt lilt Jill If lift lilt lilt lilt fill fill lilt lilt 14300 MAIN ROAD 111111 Ill Ill Ill 111111 Ill Ill ill ill Ill Ill Ill Ill Ill Ill IIIIIIIIIIII I fill till fill lilt 11 111111111111 HIIIIIIiIII IIIIIIIIIII IIIIIIIIIHIiIIiII� 111111fill lilt flit lilt lilt lilt MATTITUCK, NY 11952 .11 fill lilt fill lilt lilt lilt I fill fill fill fill lilt fill lilt Jill fill lilt fill till 11 lillifillilillill flillill fill till flit fill fill fill fill Hit lilt 1111 fill 111111il Jill fill 11/ 1 1111 1111 flit 1111 Ill 1 fill lilt till IIHIM11111,111 11111 lilt SEAL&SIGNATURE Ill Ill it I 01 - - - - - - lift liflilli Jill fill 11 11111111111111111111111111 1 111111111 Jill lilt Hi I HilliflillililiIIIIIIII lilt lilt 1111 fill fill fill fill 1, ���FtED q,QC t:1/1111111111111 lift lilt 1 11 lilt lilt Jill Nl fill lilt lilt lilt lilt Ili it I Ill I ill I 1117"T'111HT'rill Ili illihililill I Hi I it wz . �� ��� "'41239 ®¢ OF F!E`N GAF SLATELINE SHINGLES IN"WEATHERED SLATE" PROJECT No. 24004c DRAWING BY: D.R. CHK BY: J.N. SHEET NUMBER: 3 OF 5 TITLE DRAWING: ROOF PLAN Zgm ROOF PLAN.. Am 01 S / - NOTES IL rc ico - -. Architecture _Piannin DesigIn 406 North Country Road SainU mes-NY 11780 , T.O. RIDGE (631)862-8095 1MN -Arc I I I I I I It Imi fill flillill fill Im fill h itecture.coIt I II I 111 11111 fill HIIIIIIIIII III 1 ,111i lilt lilt IIII'lil I fill fill III GAF SLATELINE SHINGLES IN"WEATHERED SLATE" T.O. PLATE _ rn CLG. N 0 _ fV O O 1ST FLOOR j GRADE LP SMART SIDE — — — — — — — HORIZONTAL SIDING I THIS DRAWING,PREPARED FOR THE SPECIFIC L J PROJECT INDICATED,IS AN INSTRUMENT OF SERVICE, AND THE PROPERTY OF THE ARCHITECT. INFRINGEMENT OR ANY USE OF THIS PROJECT IS PROHIBITED.ANY ALTERATION,OR REPRODUCTION OF THIS DOCUMENT IS ALSO PROHIBITED WITHOUT a—s,CALE: AST ELEVATION THE WRITTEN CONSENT OF THE ARCHITECT. 3/16"= 1'-0" NOTES ISSUE DATE COMMENT 5/3124 BUILDING DEPT.DENIAL T.O. RIDGE GAF SLATELINE SHINGLES IN"WEATHERED SLATE" "elorrfLi-LiLLLLLLLU—Li-ii]-LLLL.LI Ill ] Ill till I lilt lilt lilt fill fit I fill lit lit 111111111 11111111 fill 11 till 11111 lilt fill fill Ill I �-1 I till flillill lilt lilt lit I I fillififtfitill T _......:.........C.... i CLIENT: � GAF SLATELINE SHINGLES MAN CATHOLIC CHURCH IN"WEATHERED SLATE" Ill 1,01`1111HIIIIH/ I Ill ❑ — ❑ F THE SACRED HEART - --, - __ o �� - T 27835 MAIN ROAD o_ P.O. BOX 926 --- - --- — _ T.O. PLATE ❑ ° ° ° ° o - CUTCHOGUE, NY 11935 °-- ° CLG. N PROJECT: ® ® ® ® NEW PARISH CENTER 7H- --- --- ° L I I c CD14300 MAIN ROAD ❑ C _ N - L---J I L- � i - MATTITUCK, NY 11952 SEAL&SIGNATURE ° 0 GRADE 1ST FLOOR �EREbq LP SMART SIDE ANDERSEN 400 SERIES LP SMART SIDE DOUBLE ENTRY DOOR LP SMART SIDE ANDERSEN 400 SERIES C� H M. C'y — — — STONE VENEER STONE VENEER H SMART SIDE EP N i HORIZONTAL SIDING GOTHIC TOP WINDOWS HORIZONTAL SIDING HORIZONTAL SIDING GOTHIC TOP WINDOWS STONE VENEER HORIZONTAL SIDING g L — —j L_ - J 1239 0 f Op N EW SOUTH ELEVATION (MAIN ROAD) PROJECT No. 24004cDRAWING BY: D.R. 2 SCALE: 3/16"=V-0" NOTES CHK BY: J.N. SHEET NUMBER: 4 OF 5 TITLE DRAWING: EXTERIOR ELEVATIONS - Arch''itecure` .fanning- 466 North Country Road - Saint dames;NY 180"_ (631)86 ifilill fill 11111111 fill fill 11111111 fill fill IIIIIIII IIIIIIIAI Illf,111111 �5095 AM N-Architecture.com lorillititill fill IM fill fifillill lilt fill Hit III I lilt III I fit I fit I lilt 11-0 1 111111jill till III fill MI If III Ililtilti 1111,111 Ifl*ji fill 1111 fill 1111 Ili I III I fit nr ag — - - _-- Li TTI o c�El 1:1 _ _ _ — — — THIS DRAWING,PREPARED FOR THE SPECIFIC PROJECT INDICATED,IS AN INSTRUMENT OF SERVICE, AND THE PROPERTY OF THE ARCHITECT. INFRINGEMENT OR ANY USE OF THIS PROJECT IS PROHIBITED.ANY ALTERATION,OR REPRODUCTION WEST ELEVATION OF THIS DOCUMENT IS ALSO PROHIBITED WITHOUT �SCALE: 3/16" 1'-0" NOTES THE WRITTEN CONSENT OF THE ARCHITECT. = ISSUE DATE COMMENT 5/3/24 BUILDING DEPT.DENIAL X,I L I AA, I I I I I I I I I I if/ III[ [ fill I HIP Hill Ili I I I i Y If 1 Lofol fill fill 1 11 1 fillill I Ili I fit IIIIIIII 1 1:1 fill I I I I I I I' I I I I I 'I I III fill I f I I if I i fill III/ I III lilt I Jill lit I III Lorillfill 111111 till I Illifil HI fill 1 1111111 11111 fill CLIENT: ROMAN CATHOLIC CHURCH IiIIIIIII ill ) if I 'll IA JILollf III I All III [ if OF THE SACRED HEART 111- 11 111 fit III --- 27835 MAIN ROAD it! ----- -=- — P.O. BOX 926 CUTCHOGUE, NY 1193S PROJECT: NEW PARISH CENTER 14300 MAIN ROAD aLL-Z--J MATTITUCK, NY 11952 SEAL&SIGNATUR, o Rc L F J �� 041239 OQ� L � — J OF NE NORTH ELEVATION PROJECT No. 24004c 2 DRAWING BY: D.R.SCALE; 3/16"=1'-0" NOTES CHK BY: J.N. SHEET NUMBER: 5 OF 5 TITLE DRAWING: EXTERIOR ELEVATIONS l rr (6 tid' IBM IF i UHIA_ ..m........,... _. �J U N m µ ...f.).�. 1 f I�;f�J1 f N A � I O N Initial C r t t t in ttc�r .. P rcjr c:,t �... Zoning Di,trict.— ; rrffcli; C; iuratyr 1 a� Mnt Nu..'tt�()()...... .._. _... _ ....w.. __ (tote: Cote of t"3urfciirici Permit1�17(>Irc<�tiran ar►cA sut�t.aorti(ag ciocurr►enta tort a� t:)r'cal:►o ,c (,,,>e or usras should be subrnitted.) tidal Detorniination as to whettler use rs taerm►tted;__. ��� � G > - fun i s required:_- !riWal-Clete-rmination as tt to wt►e ►r r �rte p" Signat e of Bui1 ing ns'pector arime.nt P.D. Reterrat: _._..._..__....._.. __._.�. planning De{a � ) rt r~7 �_ P.D.Da te Received:_ _1 t / -�- Date of Comment-_-, [ / Comments:, Si of Planning Dept. VaNT4viewerLL f=iCi taI,,Detll-'lt on Date: ...... f...m..._...._..__ J J � �Q H L- M7 M C RECEIVED FOR INTERNAL USE UNLY SUN 2 7 2024 ON Southold own �-�-E P L.AN U S E D ET E RIVt ��I Planning Board S - initial DeterrWriation I _ - Date Sent.- 411'Date: )� project {Name: project Address._ 1 q - _ Zoning District: ��U - Tax Map No.:1fl00 �. Sc�folk county .• Request' G ' rting documentation-as to (Mote: of auildirA-g Permit Application and suppo . -propos Copy ed use or uses should be submitted.) {nitial Deterrriination as to whether use is permitted: ed G ra G2 4Y� u r i� In it'ial-DetermEnation as to Whether site plan is required:_ - Signat e of Buil ing nspector planning Department (p.Q.) Referral: - pate of Comment:__ p_D.,Date Received: Comments. Signature ofi Planning Dept. Staff Reviewer Final Determination Date: � Decision: c'iro of Rttilciina In.qnPc-tnr i' 77 2 N • �` ( c ca IL a) °' 3 CD yf I U)Z �y Y S f I �,f1 a/ •4.� ,i�t/11��r c ,� raJF+�V,�y •�. ;rdi ,5 '�' . �K�ar .fi, �.r \� f 1Yy~a 't � i K +a :r �• I ,:} 11.6� 192� 195A ZF�1 g1 4 u 218 STN. MOH. 10 CZ g 0 OT.S. N �1 Ors i II 22� N �R r°U82 N p, I N 2= 602 221 2 , o PST. r 00 636 E.A• DOUBj / 1 �1 •U� q60 ' r GRASS 1 (. II cD V11�E Q u 5a 7 24' / a 2543 0`., I 1 Q \ � z 4 5 I 2 .0 GRASS 6� 76 \ CROSS '" CONC WALK N. N I I OGE 0 VE a 6 E( 25.91 STN, I WHE 20 Ecr. sE` 5TP5. 25.73af CONC. WALK 00 N N 2., -- ` 25.91 25.99 25 61 A.C. R.D o t6.t'1 o CONC. WALK 23.69 ► '0 25.88 3.5' � ...... S O lf) OT 5 E.A. 1 1 1 1 1 25t1 25 46 2.2• z 1 1 1 I 1 1 1 1 ,.. ,.6 o .� 1 1 25.60 1 I 1 1 25�14 Q ONE STORY U� TF24.43 1 1 11 1 1 1 1 1 GRAS� MAS. CHURCH R D N TF25.14 N N I 1 1 1 Z 114300 N N N 25�7 1 - (rl 11 °° 'OUR LA0Y OF GOOD R.D. 25.g7 1 R.D COUNSEL R.C. CHURCH' GRASS 1 1 11 1 1 III 1 25.36 CONC. WALK 26.03 z \A.C. , W 1.6' - TELEPHONE--- -- 1 1 1 \ 1 1 1 1 253 11 I 2.0' - 4° , ELECTRIC 25,2.3 0 u 2.7' gRvs. 2 N 1 1 11 cl LEGEND 25.36 1 1 1 1 1 1 1 20 7' I �f SANITARY MANHOLE 1 1 1 1 1 10.8 DRAINAGE MANHOLE 1 1 1 1 RK1N� (11 11 4,. R 267 --\ 5 MET.FE W D 1 ,I I i , � 24.99 CONC. WALK N WATER MANHOLE 1 ASpHF�� p A 1 1 1 b 1 11 4� ---� GAGE 4 ( .. G 1 1 1 1 I I 1 44 S.L. ELECT. --- i GAS MANHOLE 1 1 1 1 1 I �i �69 24 I 4 p'/ i L I ELECTRIC MANHOLE I c- 1 1 1 1 1 1 I 1 215�- 1 a" c ' a �- ' I III NQ w 1 1 1 1 _ 1 I 1 4„ 4� a � I N . TO TELEPHONE MANHOLE > 0 1 1 1 1 1 1 1 I I 1 �- - ' N UNKNOWN MANHOLE o� 1 1 1 1 1 \ 24�7 1 I I 1 0 24 35 N 11 1 \ 1 1 _ 11 11 1 11 1 IILLI 1 O ` �. GAZEBO - - _ IT 231 28 1 1 1 1 1 1 1 FIRE DEPT. MANHOLE 1 1 1 2g.�B. -1� 1 1 1 1 1 1 1 _ W , 1 cN ow WATER VALVE ❑ G GAS VALVE11 FIRE HYDRANT 2440 1 1 1 - i } SIA. FIRE DEPT. CONN. 1 1 1 I 1 1 11 1 244 244 TF23i 4 - II , 0T.C.e. TRAFFIC SIGNAL CONTROL BOX 1 1 1 \ 1 1 �o ` W oE.e. ELECTRIC BOX i( HT STEEL UTILITY POLE W/CITE & HIGH TENSION WIRES 1 1 1 1 II 1 �RNSS WOOD UTILITY POLE fi I� 1 1 `\ 1 1 11 1 11 II 1 4.05 t gRNjR. ?¢ - - 23.59 I I N N WOOD UTILITY POLE WITH LIGHT 4 23.92 1 1 1 1 1 1 1 230- I II' �^? zo �- I I GUY WIRE n ( 1 1 1 1 1 1 1 _ 1 _ I '� 1 I 1 �, � 24.40 \_\1 � 2'P+R fE. ~ , ^ ccC,�;�'�1 2' P+R FE. ' - o ® ® DRAINAGE INLETS w WP�� 1 1 1 1 1 1 1 1 1 1 ' 1 1 1 1 1 UY20" T.S. I 24.2a--__ 23.7- ��'' ® YARD DRAIN Q -n 24.5 GRpN. 24.4 1 1 I 1 1 1 1 ' 1 1 1 1 r� 1 2� W 23A _ 1 � 24.13 23.12 I O 11 1 1 1 1 �3_ 1 1 1 1 1 1 1 1� s 24.3a 3.66 CURB INLET 1 - 1 1 2409 . 24'L@] CD 3 I 2a., r 1 1 1 1 1 1 �� 2ais 1 ( '� 1 23.85 EA• 24.36 24.36 �14 I -- PROPERTY LINE SUBJECT F- , I 1 1 1 I 1 c`, 24.57 ors 2 529 TAX LOT LINE y/ 1 / E'A ors. 2„FILED MAP LOT LINE 23.95 16" 10• 3 N 472 ` FILED MAP LOT NUMBER 1 2'0 I 23.5 1.,14` � POST I 10" ,s' PST. ' 0I.P. IRON PIPE I 23.20 20" 2' 6" 041, i� 6„ 6 OMON. MONUMENT FOUND I 2285 23. , a' 4 12. OREBARREBAR FOUND 23.13 E.N. G 16' 16.. 6" �° 6,. or.s. TRAFFIC SIGN t4 ,c� �m,I a' � SIGN 1a" �za"1A•• 22.8 - �1''I �• .�. 16, ` 1z•' 6 i SEWER/DRAINAGE LINE 1a' 12" 23.4 \� UY zs e --- ELECTRIC LINE OVERHEAD (UNLESS OTHER WISE NOTED: BUR. ELEC.) 116 2 24.4 8., N N 6 12" 14" 25.0 N -- GAS LINE 1 n 6'• �cr�,16" '' 10' � MON. WATER LINE o r> z. 4i� 12' ' ' ", 8" �c» o` 22" 8' � TREE(CALIPER) o c s° a '4 2„ h2" D.C. DEPRESSED CURB �12" 6 23A 244 16" �8 23.3 a„ s" 2 � 1 z,. ,,..I ,2„ CURB LINES ' 2" 0 6 s 14" 06' -0i C,C.(CONC. CURB) I 20" ar 66" 60� 1 C.C.G.(INTEGRAL CONC. CURB & GUTTER) 1� 14.. 010" 02" �1�24 6.1 2' 25? �. s" STN. C. (STONE CURB) 2. 4t6 4 BL. STN. C. (BLUE STONE CURB) 2" n ,2•' ,y6" OIB N r B.B.C. OR B.B.(BELGIUM BILK. CURB) 2" CD F.C.C. (FLUSH CONC. CURB) �w' 2" 20" - ,a„ ,2,. c� ,2' I TF24.84 4� D1, N' ,2 "T"16' l� A.C.(ASPH. CURB) I Y� 6" �(Y�-,(" DYL(DBL. YEL. LINE - - - - - PAINTED LINESa UJ .................................. I SWL(SOLID WHITE LINE) (ROADWAY MARKINGS) a 24.2 74 R,D: C = _ (STOP LINE) �18" 22.96,. 2 6 �zo" 24.9 ml � TF25OY SEPTIC TANKTF25 27 31.Y 1F25.71 \ 11.3 DENOTES SPOT ELEVATION a 1 S�• CO '}0 18'002'L.P. 10" 18 6,. _ ,,. � �a" e•• D- SANITARY SYSTEM TIES 25.2 0 30 60 I 14" 20" 1° � ' � � ° � S.T. A 49' B/19.6' 90 1 zo' 243 1a' m ,2 'y LP. A 45' B/32.6' I N NL N 4" 18. 23.3 F:� s' �+ o ' PAVERS a MOH. SCALE 1 '=30' s W.W. o 3 � �16" 23. �i z" 24.6 cy NOTES: O B' 1fi" 0 ?� n -UTILITIES SHOWN ARE PER FIELD OBSERVATIONS, PARTIAL :� I 8" 6 o' a" AO�a�h e2?is 1 LO Q 1 21.3 ,,2" �6" 24.4 D_ - - 16.0' . to MARKOUTS AND AVAILABLE RECORDS AND ARE NOT GUARANTEED. Lr) 6 �, �ce� �8 24.9 1 ° o - ELEVATIONS REFER NAVD88 DATUM 8' 6 - COORDINATES REFER TO NAD83 (LIZONE) O 4" ' a }16" ,6' 1 Sv. �� GRAVEL/DIRT DRIVE g2524 �O Z � � 511' r 6LI 2" 14" 14• W.W. ff27.6747.5' R.b. N� N F 23.2 WOOD A/C -TF2479 N 8„ 6" 16„ 23.6 ❑❑ 24.9 23.6 STEPS UNITS - 825.02 18" c,12' 24' T25.39 _- 1 6,. e' . t 2' 16" 12' s.. 20" m1 a 24.8i a" YbJ 6.. 6 1a 6 ss mIB 24.52s' ,8•' � a � � • 24.7s. 24 16" 22" 14" MOH. 2" 0 22" C� }CiYd I I , 16 O S / ;(may, 6' h_'_e7h y,(y'�.,(30' (1'�, • 2V'JO 2Y•� `. 82„ i6 �n14" 6 Y}12 �14' Cy 'CLY16�� � 8'6 23.8 I FRAME 5 23.MON. - --- 23.9 - 24.0 ' . '6 a' z 6", 24GARAGE 18 I 24.5 MOH. I FFRAME N89°58'50"W �..._'`'_ 24.8 ^ N r oo �' I I I GARAGE 275.4 PRIVY HE GD E now or formerly now Or formerly FRAME 1�24.87 24.63 5.29 MON. v I I GARAGE ASPHALT DRIVEWAY 25.03 Joseph Golder 8c Douglas Hausler 8c 1, I Catherine Golder I Andrea Hausler I I I now or formerly Karen Malcomson now or for I now or formerly I I I m formerly John A. Baglivi Donn Costanzo & I Lind oo I a Costan zo I I I N N I I I I I I I I I SURVEY OF PROPERTY SITUATE AT RECEIVED MATTITUCK NOTES: TOWN OF SOUTHOLD SEP 2 0 2024 SUFFOLK COUNTY, NEW YORK - UTILITIES SHOWN ARE PER FIELD OBSERVATIONS, PARTIAL sol,tr,oi Town SCALE 1 "-30' FEBRUARY 17, 2018 MARKOUTS AND AVAILABLE RECORDS AND ARE NOT GUARANTEED. Planning Board UPDATE FEBRUARY 19,., 2o24r�,,,_„�,_, - ELEVATIONS REFER NAVD88 DATUM ___: ._ - COORDINATES REFER TO NAD83 (LIZONE) ANC _ ENGINEERING EYING P.C. co i'11 7 ry rood - ste. 6 EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS l,,.1'r n L , loinview, n 11803 PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF THE SURVEY. y GUARANTEES INDICATED HEREON SHALL ONLY RUN TO THE PERSON(S)FOR WHOM THE SURVEY IS PREPARED,AND ;,. ;, Betel: 516.454.7500 ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTIONS LISTED,AND TO THE JOB N0. 12524 t✓ v ;; } J fa"x^�516.822.2743 ASSIGNEES THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERRABLE TO ADDITIONAL INSTITUTIONS OR UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP -W oelondsurve in SUBSEQUENTT OWNERS. REVISIONS y 9•com THE OFFSET DIMENSIONS SHOWN HEREON FROM STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF 211021 ADD SAN. TIES FINAL 81 PURPOSE AND ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS , POOLS, PATIOS, SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE 12/ / / / PLANTING AREAS,BUILDING ADDITIONS OR ANY OTHER CONSTRUCTION. EDUCATION LAW. F © 2024 R:\ 12524\12524-MATTITUCK-2024.OWG S.C.T.M. DIST. 1000 SEC. 1 14 BLK. 71 LOT 7 -STEP t p Nvp.E., L.S. (L.S. NO. 49664)