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Revised Site Plan Rec'd 06/27/2025
1. �,\0. � '` LEGEND BULK ZONING TABLE GENERAL SITE NOTES * �\�,�_, IT r r EXISTING ITEM PROPOSED ZONING DISTRICT:RESIDENTIAL R-40 F � 1. UNSUITABLE MATERIAL, CONSTRUCTION DEBRIS, EXCESS SOILS, ETC. SHALL BE PROPERLY REMOVED AND % `2 � s® PROPERTY LINE ITEM SECTION PERMITTEDIREQUIRED PROPOSED DISPOSED OF OFF-SITE IN ACCORDANCE WITH ALL APPLICABLE CODES,ORDINANCES,AND LAWS. �,', 11 - ,, C2 .: .. .1 . - __---- ��o BUILDING .. THE FOLLOWINPG USES ARE PERMITTED AS A � 2 I I \' SP CIAL EXCE T oN BY THE BOARD of FOR EROSION & SEDIMENT CO ECESSARY IN ACCORDANCE A 'i THE CONTRACTOR IS RESPONSIBLE TO TAKE EROSION CONTROL MEASURES N PROPOSED PROPOSED SAWCUT AND LIMIT CATIONS CONTROL TO PREVENT SEDIMENT � �a\ �' DOOR w APPEALS AS HEREINAFTER PROVIDED' STANDARDS AND SPECIFICATIONS - `�! `-�-� MARKER TYP.OF 2 OF ASPHALT AND CONCRETE Ewexr LOOSE DEBRIS FROM WASHING ONTO ADJACENT ROADWAYS AND PROPERTIES. "� \�'�g :k ( ) SUBJECT TO SITE PLAN APPROVAL BY THE. AND/OR + . ,:.9`0 �/ _` PAVEMENT REPLACEMENT ,. -'= C '� CONCRETE CURB PLANNING BOARD: . , �-'t `9 2S �_"---_- %. n.: ; ' 3. ALL ON-SITE CONCRETE SHALL BE IN CONFORMANCE WITH AC! PROVISIONS. ALL CURBING SHALL BE ��OE�'' o'°m,... _ �-� CONCRETE •- . ,• •..,• •- §280.17(B) SAME AS 280.13E OF THE CONCRETE UNLESS OTHERWISE NOTED. �• ,•l2, %v ; .••. • ,• .° •.. AGRICULTURAL-CONSERVATION DISTRICT,'' - - _____ PAVEMENT 1 t } "--'�_�_ -- `_ --� XCEPT THAT A CHILDREN'S RECREATION �, PROPOSED SAWCUT AND LIMIT `�______I - _ �� �'� ASPHALT PAVEMENT - CAMP FARM LABOR DAMP AND 4. RELOCATION A.ND/OR REMOVAL OF EXISTING UTILITY POLES,TRAFFIC SIGNS,ETC.,SHALL BE COORDINATED BY '"`• �� ;; OF ASPHALT AND CONCRETE � t� I. THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR FIELD-VERIFYING THEIR PRESENCE. k" ,vy�OE� W o . PAVEMENT REPLACEMENT "J;-== y "'j :': HYDRO SEED .� VETERINARIAN'S OFFICE AND ANIMAL HOSPITAL USE:PARISH CENTER(V] c `g6 am n B ARE NOT PERMITTED AND BED•AND-BREAKFAST .,. -= --~'_ ors = LANDSCAPE AREAI. 5. WORK WITHIN THE R.O.W.OF MAIN ROAD AND REEVE AVENUE SHALL BE PERFORMED IN ACCORDANCE WITH `'s "` -_: �,,,®� -'�R13.5' SOD LANDSCAPE USES DO NOT REQUIRE SITE PLAN APPROVAL. (A)PROPOSED BUILDING GREATER ALL APPLICABLE RE U!REMEN7S OF THE NEW Y R �� a�':' " 1 _._ _ Q 0 K STATE AND TOWN OF S TH R - -__..- WH(fE�] _AOWI� ___� -�_- or.. SOUTHOLD REGULATIONS. �_- - AREA THE FOLLOWING USES ARE PERMITTED AS ' \matIltUck ', �§, fkor O tt �- 1. `'E.A ow • - �t•� _-""`r -(� " SPECIAL EXCEPTION BY THE BOARD OF LINES AND GREATIERTHANT20EFEET 6. ALL TRAFFIC CONTROL DEVICES, LE. SIGNALS, SIGNS, AND PAVEMENT MARKINGS SHALL BE INSTALLED IN r- �'` ' '` V '1 w't t `Z = -_- I; mw DOUBLE YELLOW �c�' - -- $$-(}g PROPOSED PROPERTY I X FENCE APPEALS AS HEREINAFTER PROVIDED AND FROM ALL LOT LINES. CONFORMANCE WITH THE GUIDELINES OF THE NEW YORK STATE MANUAL OF UNIFORM TRAFFIC CONTROL V B I �. ::r•• i t s'' t.� USES PERMITTED BY g, jj1jOjV CJ s� _ -- '- _._-- --__ - DEDICATION(65.1 SF). I --- WALL SPECIAL EXCEPTION SUBJECT TO SITE PLAN APPROVAL BY THE ;: DEVICES AND AS DIRECTED BY NYSDOT AND TOWN OF SOUTHOLD. ALL PAVEMENT MARKINGS REQUIRED VARIES) e PROPOSED SAWCUT AND LIMIT PROPOSED"STOP' Lt -$7_ _ `-.___ _ r REFER TO SHEET C 12 I... '' PLANNING BOARD,PROVIDED THAT NOT MORE ,; (B)THE TOTAL COVERED BY tW1ptH 4- WETLANDS (" OF ASPHALT AND CONCRETE_ SIGN IMU7CD#R1-1)WN!TE r 1_Q ,� °rS' NYSDOT SITE PLAN ALL'PRINGfpAL AND ACCESSORY SHALL BE THERMOPLASTIC NYSDOT SPECIFICATION UNLESS OTHERWISE NOTED ON PLAN. BOUNDARY q _ , �: y F1P K - I ( J 6 THAN ONE USE SHALL t3E ALLOWED fOR EACH OPLA S)U �I l' Gj0 Col E;, PARKING COUNT 9 PAVEMENT REPLACEMENT mw A0,000 SQUARE FEET OF LOT AREA: BUILDINGS DOES NOT EXCEED 20°l0 7, CONTRACTOR SHALL SAWCUT TO THE FULL DEPTH OF EXISTING PAVEMENT WITH A STRAIGHT VERTICAL EDGE ` � 73 0® N�2g- mw - 1 _ M, UTILITY POLE ::''' ''I„ {2)PLACES OF WORSHIP,INCLUDING PARISH FREE FROM IRREGULARITIES WHEREVER NEW PAVEMENT JOINS EXISTING PAVEMENT CONTRACTOR SHALL '� 0 £. OF THE AREA OF THE LOT """ ' - 0 I TOTAL BUILDING COVERAGE:' .; -"-..'a`- C3 7 48` __ _ GRASS ; r. HOUSES(BUT EXCLUDING A RECTORY OR DETERMINE EXACT LOCATION AND EXTENT OF THE REQUIRED SAWCUTTING IN ORDER TO PERFORM THE E.A. /- _ __ 0 i I n �- , -?I LIGHT POLE cc 280-13 B 17,075 SF/242,298.52$F=7.05% s to o ( .�-� 3 § { ) ,,, PARSONAGE,WHICH SHALL CONFORM THE WORKSCOPE DEPICTED ON THE PLANS. TWO FT MINIMUM FROM CURBS,PADS,WALKS,AND WALLS TO PERMIT a m S •. ,; I � o I ors. MEATS FOR A'ONE FAMILY DWELLING),'I . . PROPER COMPACTION OF THE REPLACED SURFACES. `,REQUIRE cDr!c.w�1c_ «- •: .. SIGN o ! SUBJECT TO THE FOLLOWING REQUIREMENTS: ��, -, o . _ 0 -ASS j s {A)NO BUILDING OR PART THEREOF SHALL:BE : 8. REMOVAL INCLUDES, BUT IS NOT LIMITED TO, CURBING, PAVEMENT, UNSUITABLE MATERIALS, AND `` : 4; :,-_ . BOLLARD ,�yG. yc y HEDGE j ERECTED NEARER THAN 50 FEET TO ANY ': UNDERGROUND PIPING. QUESTIONABLE ITEMS ENCOUNTERED ABOVE AND/OR BELOW GRADE SHALL BE ", ` 391' ' t ) ,,, Map data02024 Terms Reporta map error EXISTING"ENTRANCE % C, t:: STREET LINE AND NEARER THAN 20 FEET TO BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER OF RECORD IMMEDIATELY IN WRITING BEFORE FIRE HYDRANT ONLY"SIGN TO BE ` I c,Rcss ANY LOT LINE. REMOVAL OR DISTURBANCE. RELOCATED I ' STAME `,, mw WATER VALVE {B)THE TOTAL AREA COVERED BY ALL VICINITY MAP PROPOSED HEATED rr 1 ' i I_., PRINCIPAL AND ACCESSORY BUILDINGS SHALL 9. THE CONTRACTOR SHALL EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO 0 N.T.S. l+ �. ENCLOSURE FOR WATER I ® INLET ! NOT EXCEED 20°/o,OF THE AREA OF THE LOT,.,:. EXISTING FOUNDATIONS AND OTHER STRUCTURES TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR C� f SERVICE METER AND �, --___ I TAKING THE APPROPRIATE MEASURES AS NECESSARY TO ENSURE THE STRUCTURAL STABILITY OF EXPOSED ' l BACKFLOW PREVENTER r , _- CONC.wAt. Sma ! I CRA. ROOF DRAIN RD. MINIMUM LOT AREA §280 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` -�1-� j - 0 ATTACHMENT SAFE WORK AREA. ANY DAMAGE OR DISTURBANCE DUE TO SUBJECT WORKSCOPE SHALL BE REPAIRED TO --- ATTA ENT 3 I I Y oR o. 4 - 0 f-:.� ors ____�, -r j I I ! ! N . o � � 6• 57 SANITARY MANHOLE LIKE-KIND CONDITIONS AT THE CONTRACTOR'S EXPENSE. APPLICANT/OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART EA. I ! !. . I ! ! ! I ! I �` _ b L6' COVER MINIMUM LOT WIDTH 280 150 FT 391 FT 27835 MAIN ROAD 7 s § 'f I , �, ! I ' - 5 CONC.WALK ATTACHMENT 3 4 I I I �.ovC-wa'.k n o DRAINAGE ® 10. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT PEDESTRIANS AND VEHICULAR TRAFFIC P.O.BOX 926 f -f j II _ I I !I I ! ! I I - '-1 RA - �ir� � MANHOLE COVER 280 r CUTCHOGUE,NY 11935 - j I Mid S 7 FT 1 DURING REMOVAL ACTIVITIES. ANY TRAFFIC CONTROL,ACCESS,AND SAFETY PROVISIONS WITHIN THE R.O.W. ! MINIMUM LOT DEPTH § 1 5 39 FT I r' I I �n I10 oC0 CLEAN-OUT .°/o 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 ' " �� � , EXISTING � 280 ETC.) SHALL BE THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL DETERMINE , ii I ONE STORY 0 0 I TELECOM MANHOLE MINIMUM FRONT YARD § 50 FT 214.6 FT SITE AREA.................................. 242,298.52 SF(5.5624 Acres) �'\ i GRASS :. QS I TQ ATTACHMENT 3 APPROPRIATENESS OF REMOVAL ACTIVITIES AND PROVIDE TEMPORARY MEASURES FOR THE PROTECTION AND `` L1AS. CHURCH n. ® COVER ,i 1 I! I Q) /-- ]3 I 1: �14300 _ t; I SAFETY OF THE PUBLIC UNTIL PERMANENT COMPONENTSIREPLACEMENTS CAN BE INSTALLED. CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE(RO) -•-.1 ! !! I! I (;I I _/ !I "OUR LADY OF GOOD X 1 8 MINIMUM PRIMARY 280 < • • I 1 ! I tY_! � �i j S. Q TREE § 50 FT 338.8 FT t � ! ! wAtK I, Rr- COUNSEL R.C. CHURCH t FRONT YARD ATTACHMENT 3 11. IF SHORING AT A DEPTH GREATER THAN 5' IS REQUIRED TO ACCOMMODATE CONSTRUCTION ACTIVITIES, IT CURRENT USE........................... CHURCH 1 I I 1 I I I ] 1 `'- •I I I I 1 ! I I �_E.-Owa° LIMIT OF CLEARING ( V I ! I. ! ! + I-- I I Y/ ___-_ SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO RETAIN A LICENSED PROFESSIONAL ENGINEER TO DESIGN PROPOSED USE......................... PARISH CENTER - --I NDARY ! I ` ! ! ! }.--{'--} AND GROUND _ MINIMUM SECO 280 I ! ` I I - - �` GRASS --LCt� 35 FT 214.E FT THE REQUIRED SHEETING AND SHORING DETAILS. SHEETING SHALL BE IN CONFORMANCE WITH OSHA I ! II I ) !. ! I t 11 I I DISTURBANCE FRONTYARD ATTACHMENT3 EXISTING I o r <: ! i _ I. ._!._- i---i-__T--ii-_ -- ! . I II I c �� ' REQUIREMENTS. S G FOOTPRINT............... 8,5"7 SF I �/ m ' . l j I 'i ii I i. !II i I h j uJ I ti I ATTACHMENT 3 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION,SIZE,TYPE,AND DEPTH OF COVERED ENTRY:273 SF m I � Ii ) .i I -II ! � ! ` . I I • ccT J R°' 2f mac. UTILITIES, PIPING, DRYWELLS, ETC. PRIOR TO THE START OF ANY WORK. THE CONTRACTOR MUST CONTACT t ( MINIMUM SIDE YARDS §280 GROSS FLOOR AREA................ LOWER LEVEL......................................2,020 SF Q n 35 FT N/A THE APPROPRIATE LOCAL "ONE CALL" SYSTEM 70 ENSURE THAT ALL UTILITIES ARE PROPERLY AND _.A � I I I n ! 'p EXIgING o� COMBINED ATTACHMENT 3 (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF O U O , y I DsuT. m • 01 COMPLETELY MARKED OUT IN THE FIELD PRIOR TO ANY WORK AT THE SITE.ANY DISCREPANCIES BETWEEN 1-* )t- ENi. ! TOTAL...................................................10,528 SF w m �? ` l �' 'w ASPHALT PAPKiNG i §280 THE FIELD LOCATIONS AND THE PLANS SHALL BE REPORTED TO THE ENGINEER IN WRITING IMMEDIATELY. THE x 7) w_j ., ` 0 0o I -� /1 •l I _ MINIMUM REAR YARD 50 FT 55.6 FT CONTRACTOR IS ADVISED THAT UTILITY INFORMATION SHOWN ON THE PLAN IS A COMPILATION OF FIELD r a z m :.:1 z 1 I II I o.' - ATTACHMENT 3 i d , R.D. $' LOCATIONS,ABOVEGROUND STRUCTURES THAT WERE VISIBLE AND ACCESSIBLE IN THE FIELD,AND RECORD lij fv0` a v ! I j I I I f I d �-.:1 EXISTING BUILDING FOOTPRINTS: r_ n D to < .y'' - I II I ! j ! `, �. �, I I - i T. y 5,700 SF+ DRAWINGS AVAILABLE A7 THE TIME OF THE SURVEY AND MUST BE CONFIRMED ACCORDINGLY. THE ������C � , I I�` i !I o I I I I ! I i !I -_ - �__.�I ._-, -r {, CONC.WALK PROPOSED BUILDING FOOTPRINT: CONTRACTOR SHALL COORD HATE UTILITY DISCONNECTION WITH THE APPLICABLE UTILITY COMPANIES PRIOR �' ! I -��__�._ j I i I I � r I TO REMOVAL ACTIVITIES. THE CONTRACTOR IS ALSO ADVISED THAT ALL SUCH FACILITIES DISTURBED DURING r-• ,,� I , ! I - II -- I ] 8,508 SF(INCLUDING BUILDING CONSTRUCTION MUST BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. JUN 7 / 2025 ! I PROPOSED SAti^JCU?AND - MAXIMUM LOT §280 �- PROPOSED 2' i- 1 ! I I Enb n i 20% CANOPY) I I ` . I Il I ! I `r � C:�, LIMIT OF ASPHALT 04Y � COVERAGE ATTACHMENT 3 1 ,- LONG CONCRETE I I I ! L u. ? W TOTAL BUILDING COVERAGE: SOUTHOLD TOWN i ! I � ! I IPAVEMENT REPLACEf•LENT � O 13. THE CONTRACTOR SHALL COMPLETELY FILL BELOW GRADE AREAS AND VOIDS RESULTING FROM THE REMOVAL i 1 CURB TAPER ! 1. 1 6 A PLANNING COARD p C I.. ! I! I I GAZEBO H 8,567 SF+8,508 SF=17,075 SF OF STRUCTURES AND FOUNDATIONS WITH SOIL CONSISTING OF MATERIALS FREE FROM DEBRIS, TRASH, �� I�a I I . PROPOSED PARKING i ® �- � z FROZEN MATERIALS, ROOTS AND OTHER ORGANIC MATTER, STONES USED SHALL NOT BE LARGER THAN 6 C • PROPOSED STALL RE-STRIPING 's 17,075 SF 1242,298.52 SF=7.05% INCHES IN DIMENSION. PRIOR TO PLACEMENT OF FILL MATERIALS, UNDERTAKE ALL NECESSARY ACTIONS IN N _.1 CONCRETE WALK I PROPOSED 0 O ORDER TO ENSURE THAT AREAS TO BE FILLED ARE FREE OF STANDING WATER, FROST, FROZEN MATERIAL, 1 CONCRETE SIDEWALK in .� MAXIMUM BUILDING §280 35 FEET TO PEAK OF SLOPING ROOFS/25 FEET E N REPLACEMENT--' * ' '� �- 2T-1 y"TO PEAK OF SLOPING ROOF TRASH AND DEBRIS. PLACE FILL MATERIALS IN HORIZONTAL LAYERS NOT EXCEEDING 6 INCHES IN LOOSE L L. ti.., 1 i I_ 1T° HEIGHT ATTACHMENT 3 FOR FLAT OR MANSARD ROOFS ,2 = E'-,../--- ,'.'.-.. .r, PROPOSED ASPHALT I ® 1 DEPTH AND COMPACT EACH LAYER AT PLACEMENT TO 95%OPTIMUM DENSITY. GRADE THE SURFACE TO MEET O ® __ '' ' .• . •-\� PAVEMENT TYP. < MAXIMUM NUMBER OF §280 ADJACENT CONTOURS AND TO PROVIDE SURFACE DRAINAGE. REFER TO GEOTECHNICAL REPORT (IF 1- --/ PROPOSED • . ( ) GRA ------------ 1 STORIES 2/ SINGLE-STORY BUILDING p r �. . , Bp PROVIDED FOR FURTHER RECOMMENDATIONS. REFER TO GRADING PLAN FOR PROPOSED SURFACE g 04/11/25 AD REV.PER TOWN AND NYSDOT COMMENTS -x LANDSCAPE ISLAND 1 t s pLrTz, ELEVATIONS. . . 3 U /•, .... ..'.'. . . . . .@'. . .'. . . . . A ❑ [V]VARIANCE REQUIRED p +D, ' 24'. •• • .'.'.'- 8 02/05125 AD REV.PER SCWA COMMENTS DATED 01/28/25 PROPOSED AD E C •- 1 � • • •• • • . /RAMP(TYP.) 14. UNDERGROUND STORAGE TANKS, IF ENCOUNTERED,SHALL BE EMPTIED,CLEANED AND REMOVED FROM THE 41 . -� • 4 /1 SITE IN ACCORDANCE WITH FEDERAL,STATE,COUNTY,AND LOCAL REQUIREMENTS. 7 01/27/25 AD REV.PER SCDHS COMMENTS DATED 01/24/25 '.'.'.'.'.'.0.'y. . .'.'.'. . .'. .'.'.'. '.'.'. .'. PROPOSED.. . . . . .. . . . \ \` _''--' s PARKING CALCULATIONS J ® 15. PROPOSED TREE PROTECTION FENCE TO BE INSTALLED BEFORE THE START OF REMOVAL ACTIVITIES AND TO 6 01/21/25 AD REV.PER UPDATED SEPTIC LAYOUT PROPOSED ADA AND oLc S. �' ..'.'.'. .'.'.'.'• CONCRETE CURB . "VAN ACCESS'BLE"SIGN - - et I BE REMOVED AFTER CONSTRUCTION IS COMPLETE.. ''' ' ' . ITEMSECTIONREV.PERUPDATEDELECTRICANDWATER 10, . • . C.C. 1 5 12/06/24 AD SERVICE LOCATIONS . .. . _ w. mot`....- PARKING PARISH CENTER(1 PER 100 SF OF OFFICE FLOOR AREA): EXISTING PARKING:122 STALLS 16, THE CONTRACTOR STALL BE RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS 0: THE LOCAL REV.PER UPDATED ELECTRIC AND TELECOM RACKS 1000 STD)ON 6"THICK � . 10 . . .... .. .. . (TYP.).. . . .. . . ..'.'. .'.'.'. . . . . .. . ors °' r s. 4 11/22/24 AM 4,000 PSI CONCRETE PAD o. .•(TYP').• .R3' •• l RT' l 8' . . . �R5'' ' ' ' ' ' ' ' ' ' REQUIREMENT FOR §280 78(A} 8,508 SF x 1 STALL PER 100 SF=85.08 STALLS PROPOSED PARKING:9 STALLS AUTHORITIES REGARDING MATERIALS AND INSTALLATION OF PROPOSED WORK,FOR OBTAINING THE REQUIRED SERVICE LOCATIONS I', . ,, , i PROPOSED 2'LONG l � . . . - � �� ti R5' �,- � PR�.POSED°NO a PARISH CENTER PARKING REQUIRED:86 STALLS TOTAL PARKING:131 STALLS PERMITS, SIGN OFFS,AND CONSTRUCTION INSPECTIONS,ACCORDING TO GOVERNING BUILDING CODES AND REV.PER TOWN COMMENTS DATED 09/11/24 AND 7 ' .' . . ' . o . PARKING ANYTIME"SIGN CONCRETE CURB DISPOSAL OF ALL MATERIAL IN ACCORDANCE WITH STATE AND LOCAL LAW. SCDHS COMMENTS DATED 10/02/24 • • � 3 10/02/24 AM PROPOSED LANDSCAPE 5' -' � q TAPER(TYP.) I WHEN ANY LOT CONTAINS TWO OR MORE USES HAVING AREA(TYP) .-. 7 7 ®•. - S'' DIFFERENT PARKING REQUIREMENTS,THE PARKING 2 07/19/24 AM ISSUED TO TOWN �, .• PLY TO THE 17. SITE A DAMAGED BY CONSTRUCTION SHALL BE REQUIREPJIENTS FOR EACH USE SHALL AP SIDEWALKS, CURBS OR OTHER EXISTING APPURTENANCES l o :cn, °'' �cry PROP.1O'x 20'VINYL FENCE PROPOSED PARISH CENTER ONLY REPAIRED OR REPLACED IN KIND OR UNLESS NOTED OTHERWISE(UNO),WHETHER SPECIFIED ON THIS PLAN OR 1 06/14/24 DID REV.PER CLIENT COMMENTS EXTENT OF THAT USE.WHERE IT CAN BE OPEN DURING PERIODS OF TIME NOT,AT THE SOLE COST OF THE CONTRACTOR. '- 3 ` ` ` TRASH ENCLOSURE ON 1 CONCLUSIVELY DEMONSTRATED THAT ONE OR MORE PROPOSED CONCRETE ` ` .`.•W -f �1.21` , ;« 11` T 22 9.11' •I i. ,' CONCRETE PAD r..1a I COMBINED SPACES §280 78(G) SUCH USES WILL BE GENERATING A DEMAND FOR WHEN CHURCH IS NOT IN USE. NO. DATErBY DESCRIPTION SIDEWALK - - 1I+ 9 e, 0 PARKING SPACES PRIMARILY DURING PERIODS WHEN THEREFORE,THE PROPOSED PARISH 18. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS. 19.94' 57.81' N � PROP.6"P BOLLARD ;w CENTER WILL NOT GENERATE A 55 6' S 19.52' I Erg ExT w : �` {TYP.OF 5) THE OTHER USE OR USES IS NOT OR ARE NOT IN GREATER DEMAND FOR PARKING. 19. SEQUENCE AND COORDINATION OF CONSTRUCTION IS SOLELY THE CONTRACTOR'S RESPONSIBILITY. REVISIONS (REAR YARD) PROPOSED SINGLE-STORY PARISH CENTER 51 APPROXIMATE LIMIT OF CLEARING C. 4;, OPERATION,THE PLANNING BOARD MAY REDUCE THE �; .' > TOTAL PARKING SPACES REQUIRED FOR THAT USE � m . AND GROUND DISTURBANCE . 20. PRIOR TO THE COMMENCEMENT OF ANY WORK WITHIN A NYSDOT AND TOWN OF SOUTHOLD RIGHT-OF-WAY THE < Y. , r WITH UNFINISHED PARTIAL CELLAR F 1 y WITH THE LEAST REQUIREMENT. , ' u , : APPLICANT/OWNER/DEVELOPER/CONTRACTOR MUST OBTAIN A RIGHT-OF-WAY WORK PERMIT FROM NYSDOT . w UNFINISHED PARTIAL CELLAR:2,020 SF - - �Dp C fi 7 � � 0' FIRST FLOOR:8,508 SF ` ' >" 'u I THREE HUNDRED FIFTY SQUARE FEET SHALL BE AND T04hN OF SOUTHOLD. ` d I CONSIDERED ONE SPACE(TO PROVIDE ROOM FOR 10'x 20'PARKING STALLS WITH 24.5' r i -' COVERED ENTRY:273 SF N, - ``1a C� 214.6' =o» MINIMUM STALL SIZE §280-78(C) STANDING AREA AND AISLES FOR MANEUVERING).THE PAIN.DRIVE AISLE 21. ANY UTILITIES INCLUDING POLES REQUIRED TO BE RELOCATED DUE TO THE INSTALLATION OF THE REQUIRED � ',,,� ``, y i , r� • C L `; I`.`, �" (FRONT YARD) ma , MINIMUM PARKING STALL WIDTH SHALL BE NINE FEET, 8'x 20'(ACCESSIBLE STRIPED STALL) IMPROVEMENTS SHALL BE RELOCATED AT THE EXPENSE OF THE 9727 40.23' •" `. �' t,1 MINIMUM APPLICANT/OWNER/DEVELOPER;CONTRACTOR. `.'. . . . . .• w3 Qr I'lla . ' > f . . _ . . . . �. Uu1 .. ...... y. .... ... § ' ` ` ` ` ` ` ` ` .•.,`• ,' . 1 XIS ACCESSIBLE PARKING. 22. ALL TRAFFIC ROAD MARKINGS,ROAD SIGNS.AND LIGHT SIGNALS THAT MAY HAVE BEEN MOVED OR DAMAGED IN AND THE MI LENGTH SHALL BE 19 FEET . . . . . - �` �_ -` .W• `�• • ` `.` ` - •, ` ,' .`,`,"_' �---% - - 4 SPACES THE PROCESS OF CONSTRUCTION SHALL BE RESTORED AT THE APPLICANT'S EXPENSE TO AT LEAST THE SAME „uh " �� CIVIL` - • • ` • • `+ ` ` ` ` ` ` ®`+` `•` `. . IBC NYS 8'x 19'STALLS PLUS ADJACENT 8'x 19'TRANSFER AREA PROPOSED ACCESSIBLE PARKING: QUALITY AND CHARACTERISTICS THAT EXISTED BEFORE CONSTRUCTION BEGAN. THE APPLICANT SHALL BE "' "� � "" "y �� ``'� • ` -L '. .. `0 ACCESSIBLE PARKING 5 ACCESSIBLE SPACES REQUIRED WHEN 101 TO 150 1" . ° . .0. ` • • • • +• ` • ---~--t J-1 -' R° L I 1106.1 2 SPACES FURTHER RESPONSIBLE TO INSURE THAT, IN THE ROADWAYS ADJACENT TO THE CONSTRUCTION SITE,THESE TOTAL PARKING SPACES PROVIDED 664 BLUE POINT ROAD, UNIT B . � ���` �`� 00 TOTAL ACCESSIBLE PARKING: MARKINGS, SIGNS AND SIGNALS, ARE MAINTAINED DURING THE ENTIRE PERIOD OF CONSTRUCTION. IF O ` • - • •+• q 1 STY. O ! V 116SPACES REPLACEMENT OR UPGRADE IS REQUIRED, SAME MUST BE APPROVED BY THE NYSDOT AND TOWN OFHOLTSVILLE, NEW YORK 11742 0 • `.`+ .`. ` ' ` O r:> n �u3 °. S SOUTHOLD.�' . 4<1; (6311 961-0506 t o� �� . .all . . . r I ' MINIMUM AISLE WIDTH 5280 78(C) 22 FEET 24.5 FEET 23. ALL ACCESSIBLE PARKING,CURB RAMPS,AND OTHER APPURTENANCES OF ACCESSIBLE ROUTES ARE TO MEET WWW.KeyCiVilEngineering.COm Q ` +�'Q "� �"` Z E THE REQUIREMENTS OF THE 2020 NYS BUILDING CODE CHAPTER 11-ACCESSIBILTY,AND ICCIANSI A117.1-2009. o �Q- 1 W.W. - `" S .p PROJECT NAME ! n, 0 u ?3 �;, 12 � p S UNOBSTRUCTED ACCESS TO AND FROM A STREET 24. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS SHALL BE PROVIDED.SUCH ACCESS SHALL CONSIST ' � C fi` I OF AT LEAST TWO TEN-FOOT LANES FOR PARKING ASSOCIATED WITH THE PROJECT WORKSCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE I� a D. 1 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 �' 9vp 0 _ 51 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 LOCATED WITHIN 50 FEET OF ANY STREET THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL s 0 a C �? 1 0° a EXISTING � ACCESS §280-78(D) INTERSECTION NOR EXCEED A GRADE OF 6%WITHIN 25 COMPLIES CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF 14300 MAIN ROAD � 6 0 0 W.W. GRAVEL/DIRT DRIVE '� NY 11952 Al r' FEET OF ANY STREET LINE NOR 10%AT ANY OTHER WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODE. MATTITUCK, �' Ca `' SteS __ p ° POINT.ALL POINTS OF INGRESS OR EGRESS SHALL BE TOWN OF SOUTHOLD COUNTY OF SUFFOLK J 0 �. 0 ITS APPROPRIATELY SIGNED,UNLESS SUCH SIGNING IS 25. THE CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST O.S.H.A. STANDARDS AND '• "� Q � 4 I CONSIDERED UNNECESSARY BY THE PLANNING REGULATIONS, OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING DIST.: 1000, SECT.: 114, BLOCK: 11, LOT: 1 cold �,♦ �{� cV O /I( �;� 0 I BOARD. PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE"MEANS AND METHODS"REQUIRED w I Q 1 25" E"'' c TO MEET THE INTENT AND PERFORMANCE CRITERIA OF O.S.H.A.,AS WELL AS ANY OTHER ENTITY THAT HAS ,�jQ,, > C� 4 ALL OPEN PARKING AREAS SHALL BE PROPERLY JURISDICTION FOR EXCAVATION ANDIOR TRENCHING PROCEDURES. 0 C' W {, �;y DRAWING TITLE 1 DRAINED WITHIN THE PREMISES,AND ALL SUCH AREAS SHALL BE PROVIDED WITH A DUSTLESS SURFACE, �w Oz m �V � C. � �u7 �$ p,� Eo �"� 26. THE TOPS OF EXISTING MANHOLES,INLET STRUCTURES,AND SANITARY CLEAN-OUT TOPS SHALL BE ADJUSTED, 00 u EXCEPT FOR PARKING SPACES ACCESSORY TO A IF REQUIRED,TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS. Z) n FRAME ♦d Q 0� � ONE-FAMILY W LKS AN TWO-FAMILY RESIDENCE.CURBS, SITE PLAN DRAINAGE AND GARAGE 7,'S t(Y n �� � §280-78{E} PAVING,SIDEWALKS AND DRAINAGE FACILITIES SHALL COMPLIES 6 3 � �}� rt� 0 SURFACING 27. IN CASE OF DISCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS, IMMEDIATELY NOTIFY THE PROJECT n O W 0 � 0 COMPLY WITH STANDARDS ESTABLISHED IN TOWN 1 ENGINEER IN WRITING OF ANY CONFLICTS. or for 1 •� ORDINANCES,REGULATIONS OR SPECIFICATIONS AND ►�erl I SHALL BE APPROVED AND CONSTRUCTED UNDER THE I �OuglOS HODS( y I � 28. CONTRACTOR SHALL BE REQUIRED TO SECURE ALL NECESSARY PERMITS AND APPROVALS FOR ALL OFF-SITE �,- L An er � t7p fRAkE ®' SUPERVISION OF THE SUPERINTENDENT OF HIGHWAYS N } dreO HOUSIer GARAGE N$ '�8�50„w •;� MATERIAL SOURCES AND DISPOSAL FACILITIES. CONTRACTOR SHALL SUPPLY A COPY OF APPROVALS TO L L KClr� Or fOrmer(y ( w•' Q I OR HIS AGENT. PROJECT ENGINEER AND OWNER PRIOR TO INITIATING WORK. DATE: 05/03/2024 O O U n M(7�COmSO I 275.45 '� (1)WHEREVER A PARKING AREA OF OVER FIVE SPACES n `' ABUTS OR IS WITHIN 15 FEET OF THE SIDE OR REAR 29. CONTRACTOR SHALL DOCUMENT, WITH PHOTOS, CRITICAL STAGES OF CONSTRUCTION AND PROVIDE TO SCALE: 1" =40' �- �, TAX Lar: �7 FRAME `-T''I I'm �E LOT LINE OF A LOT IN ANY RESIDENCE DISTRICT,SAID ENGINEER OF RECORD AT END OF CONSTRUCTION. L c USE: REStD nOW Or former! I GnRn E ''!,:III IT DR `° PARKING LOT SHALL BE SCREENED FROM SUCH PROJECT NUMBER: 23200 O p- cu pU ONE•R-40 CE I TAX `lOf1n A. BOgrIVi I p�OW Or forMerg ADJOINING LOT BY A SUBSTANTIAL WALL,FENCE OR 30, THE CONTRACTOR SHALL PERFORM THE WORK AS SHOWN ON THE PLANS AND SPECIFIED HEREIN.THE PLANS O O 41 ( BLIC WATER I USE; RESa1D•EN $ Lrnn COStan20 THICK HEDGE APPROVED BY THE PLANNING BOARD. SHOW THE GENERAL SCOPE OF THE WORK AND DO NOT NECESSARILY SHOW ALL DETAILS REQUIRED FOR DRAWING BY: AM GENERALLY,SUCH SCREEN SHALL BE NOT LESS THAN COMPLETE FINISHED WORKING SYSTEMS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL C � U I PZB NE'R-40 AL USE; TAX Lor. T d O COS tOnZO FOUR FEET NOR MORE THAN EIGHT FEET IN HEIGHT. MATERIALS AND LABOR AS NECESSARY FOR THE CONSTRUCTION OF COMPLETE WORKING SYSTEMS. CHECKED BY: MP LIC WATERI RESIDENT! 29 U AX LOT• I pUgLIC WA ER ZONE.R-4p SZON SIDENT1gL (2)WHENEVER A PARKING AREA OF OVER FIVE SPACES 31. ELECTRICAL WORK SHALL BE IN CONFORMANCE WITH THE NATIONAL ELECTRICAL CODE(N 30 EC). APPROVED BY: MP p R-40 ( IS LOCATED ACROSS THE STREET FROM OTHER LAND REFERENCES I UBLIC WATER IIIN ANY RESIDENCE DISTRICT,IT SHALL BE SCREENED 32. ALL EXCAVATIONS SHALL BE BACKFILLED AT THE END OF EACH WORK DAY OR PROTECTED WITH TEMPORARY REGULATIONS FOR ALTERATION OR ADDITION TO THIS I FROM THE VIEW OF SUCH LAND BY A THICK HEDGE, FENCING IN COMPLIANCE WITH OSHA REQUIREMENTS. SEAL& SIGNATURE: THIS PLAN REFERENCES: r PARKING SPACES DOCUMENT EXCEPT BY A LICENSED WALL OR FENCE,APPROVED BY THE PLANNING BOARD, PROFESSIONAL ENGINEER IS A BOUNDARY AND TOPOGRAPHIC SURVEY ADJACENT TO LOTS IN §280-78(K) COMPLIES NE W VIOLATION OF SECTION 72as, LOCATED ALONG A LINE DRAWN PARALLEL TO THE 33. DEWATERING(IF REQUIRED)SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL&STATE REGULATIONS,AND F' }' SUB-DIVISION 2,OF THE NEW YORK ANY RESIDENCE 17 IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY NECESSARY ASSOCIATED DISCHARGE O STATE EDUCATION LAW PREPARED BY: STREET AND A DISTANCE OF 20 FEET THEREFROM, AMERICAN ENGINEERING&LAND SURVEYING P.C. DISTRICT SUCH SCREENING TO BE INTERRUPTED ONLY AT PERMITS. �;° PI LOrrq �'t Q 1171 OLD COUNTRY ROAD-SUITE 6 POINTS OF INGRESS AND EGRESS.GENERALLY,NO co ' Q DRAWING No: PLAINVIEW,NY 11803 GRAPHIC SCALE SUCH SCREENING SHALL BE LESS THAN FOUR FEET DATED:02l19/2024 }o v o p 80 160 NOR MORE THAN SIX FEET IN HEIGHT.THE OPEN AREA * p" t' W BETWEEN SUCH SCREENING AND THE STREET SHALL � z .:. om � ''� NOT I:fl!=- 3C ALED BUILDING ARCHITECTURAL LAYOUT _. BE LANDSCAPED IN HARMONY WITH THE LANDSCAPING "' 0 2 PREPARED BY: PREVAILING ON NEIGHBORING PROPERTIES FRONTING I- �_A JMN ARCHITECTURE P.C. IN FEET ON THE SAME STREET.TWO IDENTIFICATION AND �A 0816P I 406 NORTH COUNTRY ROAD DIRECTIONAL SIGNS LOCATED ON THE STREET SIDE OF / Cc)E O .,. SAINT DAMES,NY 11780 SUCH SCREENING SHALL BE PERMITTED;HOWEVER, ��t- J inch = 40 ft. Know what's below. DATED:04/03/2024 THEY SHALL NOT EXCEED AN AREA OF THREE SQUARE Call before you dig.VICINITY MAP BACKGROUND DATA FEET EACH. Y PROVIDED BY MAPS.GOOGLE.COM 1-800-272-4480 MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 1 OF 14 YAKey GvikProJects12023123200...JMN Architecture--14300 Main Road_Mattituck0rawingslKey CIvIfl23200...2025.04 11._SPP9..SPDES._RPZ3.dwg '�,`, SITE REMOVAL NOTES 4Is1 T�'E 1. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. LEGENDS ` 2. THE CONTRACTOR SHALL ENSURE ANY EXISTING ASBESTOS CONTAINING MATERIALS ARE REMOVED FROM SUBJECT r�o• C3 /� EXISTING ITEM REMOVAL PREMISES PRIOR TO REMOVAL ACTIVITIES AND SHALL PERFORM ALL AGENCY NOTIFICATIONS AS REQUIRED. -' ®r PROPERTY LINE `l`1 '`` 01. 3. EXCAVATION SHALL BE PROPERLY BACKFILLED WITH CLEAN,SUITABLE MATERIAL.THE CONTRACTOR SHALL REFER TO BUILDING THE GEOTECHNICAL REPORT OR CONSULT WITH THE GEOTECHNICAL ENGINEER FOR INSPECTION AND CERTIFICATION. W WATER SERVICE 4. THE CONTRACTOR SHALL INSTALL A TEMPORARY PROTECTIVE FENCE IN ACCORDANCE WITH FEDERAL,STATE,COUNTY AND LOCAL CODES AND REGULATIONS AT LOCATIONS WHERE HAZARDOUS CONDITIONS EXIST AS A RESULT OF ✓ 261 fic r E ELECTRIC SERVICE E \oil N REMOVAL ACTIVITIES. 'Pond' G GAS SERVICE 5. THE UTILITY INFORMATION SHOWN ON THE PLAN IS A COMPILATION OF FIELD LOCATIONS,ABOVEGROUND STRUCTURES"` a,7 THAT WERE VISIBLE AND ACCESSIBLE IN THE FIELD,AND RECORD DRAWINGS AVAILABLE AT THE TIME OF THE SURVEY. 6 _-_ TELECOMMUNICATIONS ors - T SERVICE THE FEASIBILITY OF ALL UTILITIES(DRAINAGE,SEWER,WATER,GAS,ELECTRIC,PHONE,CABLE,ETC.)AND/OR _G or w UNDERGROUND STRUCTURES TO BE REMOVED OR RELOCATED HAS NOT BEEN CONFIRMED WITH THE GOVERNING k 1 attITU « t�l � y a� —1---- " ' 1-- `P3 �I �~-` - _ --QtaN 6 AGENCIES AND MUST BE REVIEWED FURTHER PRIOR TO PREPARATION OF CONSTRUCTION DOCUMENTS. E.A. 2� X FENCE —_r - -W`` DOUBLE YAW ==' cc��`,-___ —� �8°�t� I rt " ' -- —� ----------------------------------- WALL 6. PRIOR TO STARTING ANY DEMOLITION,THE CONTRACTOR IS RESPONSIBLE FOR/TO: � w1W DTR S ,r WETLANDS a. ENSURE COPIES OF ALL PERMITS AND APPROVALS MUST BE MAINTAINED ON SITE AND AVAILABLE FOR REVIEW. ---- ° UTILITY POLE BOUNDARY PROPOSED SAWCUT A}t>T �lN� - R7 - °p� ' b. INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE. r E' _ 1 - AND LIMIT OF ASPHALT - 1 ,- ++ �,,_--- = TQ E ci�t�C.w _ - c. PROTECTING AND MAINTAINING IN OPERATION,ALL ACTIVE SYSTEMS THAT ARE NOT BEING REMOVED DURING z ' REPLACEMENT(TYPJ "73° = `J j5�.�_- -- -� ' ` LIGHT POLE lE , W0®' ALL DEMOLITION ACTIVITIES. �; g 00 CO PAD c s� I � ors. SIGN d. COORDINATION WITH UTILITY COMPANIES REGARDING WORKING"OFF-PEAK"HOURS OR ON WEEKENDS AS MAY cork. E•A• _-- _ _ - - - n i�� GRASS I t\ BE REQUIRED TO MINIMIZE THE IMPACT ON THE AFFECTED PARTIES. pj m FIRE HYDRANT e. A COMPLETE INSPECTION OF CONTAMINANTS BY A LICENSED ENVIRONMENTAL TESTING AGENCY, OF ALL --- --'---- z ( BUILDINGS AND/OR STRUCTURES TO BE REMOVED. SAME SHALL BE PERFORMED IN ACCORDANCE WITH ALL - '` cONC_wnl ow WATER VALVE * APPLICABLE LOCAL,STATE,AND FEDERAL ENVIRONMENTAL REGULATIONS.ANY/ALL CONTAMINANTS SHALL BE /,, . ^.......... ...:.L: Map NCOrE r" t� GRASS s' REMOVED AND DISPOSED OF BY A FEDERALLY LICENSED CONTRACTOR IN ACCORDANCE WITH FEDERAL,STATE, ! data 02024 Terms Report a map error ® INLET AND LOCAL REGULATIONS.ALL ENVIRONMENTAL WORK INCLUDING HAZARDOUS MATERIAL, SOILS,ASBESTOS, CROSS I °R0. ROOF DRAIN COR ONSULTANT..EFERENCED OR IMPLIED HEREIN IS THE SOLE RESPONSIBILITY OF THE ENVIRONMENTAL VICINITY MAR I F�r !! �__••t•-`�sF�T;F STATUE I SANITARY MANHOLE N.T.S. \ @ COVER 8. IN THE ABSENCE OF SPECIFICATIONS,THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVITIES,DEMOLITION AND REMOVAL OF ALL FOUNDATION WALLS,FOOTINGS,AND OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE IN ��++ f c ( I oca CLEAN-OUT ACCORDANCE WITH DIRECTION BY THE STRUCTURAL OR GEO-TECHNICAL ENGINEER. PROJECT DATA �\ CONC.WALK ors I TELECOM MANHOLE- -� -- I (D COM MANH APPLICANT/OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART O / / z --- -� - _ _--- - ` oR11 9. COVER 9. CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS,STREETS, ors w ❑AC. R.°'° ' SIDEWALKS,WALKWAYS,AND OTHER ADJACENT FACILITIES. 27835 MAIN ROAD -- --_-- P.O.BOX U -rA - CONC.WAtt( '� u�•, TREE � 10. DEMOLITION ACTIVITIES AND EQUIPMENT SHALL NOT USE AREAS OUTSIDE THE DEFINED PROPERTY LINE WITHOUT CUTCHOGUE,NY 11935 R.6. / 26 o• s s SAWCUT LINE — — WRITTEN PERMISSION OF THE OWNER,AND/OR APPROPRIATE GOVERNMENT AGENCY. TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 11,Lot 1 � PROPOSED LIMIT OF � � '" � LIMIT OF CLEARING AND f, CLEARING AND GRADE 6 EXISTING ( L — SITE AREA.................................. 242,298.52 SF(5.5624 Acres) z GRADE DISTURBANCE 11. USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR IN DISTURBANCE GRA OECD RRY :O ® ® ' I ACCORDANCE WITH FEDERAL,STATE,AND/OR LOCAL STANDARDS.AFTER THE DEMOLITION IS COMPLETE,ADJACENT CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE(RO) ' C7 j14300 STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION PROPOSED LIMIT OF \ R I s I OPERATIONS.THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR"PRE-DEMOLITION" CURRENT USE........................... CHURCH SOUR LAITY OF GOOD 0 WOODED AREA TO BE CONDITION. PROPOSED USE......................... PARISH CENTER \ CONC WN R COUNSEL R.C. CHURCH" RA. '! REMOVED f A.C. GRASS 12. THE CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A EXISTING FOOTPRINT............... 8,567 SF MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME. PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) z5 1 _ rEtrrra COVERED ENTRY:273 SF o U aFci>ac - z_ 13. THIS PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE TO BE REMOVED.IT IS NOT v i I GROSS FLOOR AREA................ LOWER LEVEL......................................2,020 SF N m 4 h I R.°' 2 I#EC i _ I INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL METHODS AND MEANS ARE TO BE IN ACCORDANCE WITH (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF FEDERAL,STATE,LOCAL,AND JURISDICTIONAL REQUIREMENTS.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL O U }' ' k x15�(�G r ' f3�a1Af. ' b >a I OSHA AND/OR OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE. TOTAL.. 10,528 SF X m o e �$pHALi PA4�K1tiv EM. Q a-d m o 6• ,; Q I 14. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE.ALL DEMOLITION WASTES AND DEBRIS(SOLID WASTE)SHALL BE ~ Z N � O R. DISPOSED OF IN ACCORDANCE WITH ALL TOWN,COUNTY,STATE,AND FEDERAL LAWS AND APPLICABLE CODES. � ` � �- CONC.WALK 15, IN ACCORDANCE WITH STATE LAW,THE CONTRACTOR SHALL BE REQUIRED TO CALL THE BOARD OF PUBLIC UTILITIES OR S.L Sm. \ CALL DAMAGE PROTECTION SYSTEMS FOR UTILITY MARK OUT IN ADVANCE OF ANY EXCAVATION. JU N 2 7 2025 16. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING SITE IMPROVEMENTS AND UTILITIES.ALL SOUTHOLD TOWN �7 �1 PLANNING BOARD i ' I W I d I a p DISCREPANCIES SHALL BE IDENTIFIED TO THE ENGINEER IN WRITING. p PROPOSED SAWCUT ® GAZEBO I ~ of AND LIMIT OF ASPHALT I z 17. ALL DEMOLITION DEBRIS TO BE REMOVED BY CONTRACTOR IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS. _j ! REPLACEMENT N 18. CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN DEMOLITION PERMIT AND NECESSARY UTILITY DISCONNECTS. E a) r..T � 0 -4 Qy 1 1 J GIN'WPI I SS I 9 04/11/25 AD REV.PER TOWN AND NYSDOT COMMENTS q ` -Y r•.r BRK. � I I U PLNTR. 8 02/05/25 AD REV.PER SCWA COMMENTS DATED 01/28/25 I I q 41 PROPOSED CONCRETE C ;'' WALK REPLACEMENT � �-` � �� — 7 01/27/25 AD REV.PER SCDHS COMMENTS DATED 01/24/25 41 > I C3 II I 6 01/21/25 AD REV.PER UPDATED SEPTIC LAYOUT EXISTING LIGHT POLE I 5 12/06/24 AD REV.PER UPDATED ELECTRIC AND RPZ WATER ' ff AND ASSOCIATED SERVICE LOCATIONS � � c.c. c� I ELECTRIC SERVICE TO 4 11/22/24 AM REV.PER UPDATED ELECTRIC AND TELECOM � n -� "�'A BE REMOVED � _,_„_____ ---� ors ms SERVICE LOCATIONS 3 10/02/24 AM REV.PER TOWN COMMENTS DATED 09/11/24 AND j <*�I EXISTING TREE TO Q ' I SCDHS COMMENTS DATED 10/02/24 `) B PROPOSED LIMIT OF E REMOVED(TYP.) �j w WOODED AREA TO BE 44uu�� 2 07/19/24 AM ISSUED TO TOWN c 1 I REMOVED 1 05/14/24 DO REV.PER CLIENT COMMENTS C. 1 I I NO. DATE BY DESCRIPTION --LCCD— } d Q a REVISIONS Goo I PROPOSED LIMIT OF CLEARING AND GRADE �. Q � DISTURBANCE � ... y , Q I I s i Q Q ' a r < n m� Q . iml ME ////.�E Ili a — -1— 1 Ro. 1200CCC 3;n I 664 BLUE POINT ROAD, UNIT 1 O sLPnc rAaic STY. O s I HOLTSVILLE, NEW YORK 11742 o ,LCQD $ 8'002'LP. E f/) www.Ke Civi E61i a e�in .com Jul z v 4C Q o PROJECT NAME z� � � �;7 E`•'> W.w. �_ _ ROMAN CATHOLIC CHURCH PA OF THE SACRED 40 HEART PROPOSED PARISH CENTER 011 0 1 W � 14300 MAIN ROAD �� MATTITUCK, NY 11952 ,, ' �"', �u .W. --� EXISTING rF21.67 1. GRAVEL/DIRT DRIVE `4 RA. wooD ❑,�p TOWN F SOUTHOLD, COUNTY OF SUFFOLK Q ® STEPS u rTs DIST.: 1000, SECT.: 114, BLOCK: 11, LOT: 1 IJj F I DRAWING TITLE _jWCj0 0 ~ '�� SITE OVALS PLAN *% GARA E 1Sg •30' I Dou w or forrnerf I I DATE: 05/03/2024 � I AndreNHausler & now or GARAGE N89°5g,5p HaUsler "W ' SCALE: 1"=40' for Karen Malcomsron I 275.45' Y � Q �^ •�. PROJECT NUMBER: 23200 Ca USA x L07: 27 now Or `E A NEDCE _ v.•_, RESIDENC Joh form erl I AS,pyA,LT DR o I PUB/&ZONE: WARE I US7AE. RLOr• 28 n A. Baglivy I Dann Co {orrnerly DRAWING BY: AM c -°, U I ZONESIDENTIAL Lin do Costa a & CHECKED BY: MP I PUBLIC WATER I USE: RESDENT�L 29 USE. : nzO APPROVED BY: MP I PUDLIC WA E.R E:R_40 ZONE: RESIDEN'RAL NE PU13LIC R`40 WATER I I SEAL&SIGNATURE: ALTERATION OR ADDITION TO THIS BY A I I I ��� DORROFESSIONALPENGI NE IS LICENSED CUMENT VIOLATION OF SECTION 7209, SUB-DIVISION 2,OF THE NEW YORK PILoprp •` STATE EDUCATION LAW GRAPHIC SCALE co DRAWING No: cc ro o 20 70 80 160 — * W NOT A(t!!t ALED tt! 13 F MCA ( IN FEET ) F 2so 08115 �P<v C-2 1 inch = 40 ft. A OFF Know what's below. Call before you dig. 1-800-272-4480 MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER 1081558 2 OF 14 YAKey GvillProjects12023123200._JMN Architecture„14300 Main Road.Mattituck\DrawingslKey CiviI123200_2025.04.11-_SPP9_SPDES-_RPZ3.dwg 1pk 1�>VIN, LANDSCAPE NOTESSLYs IT- 1. THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING,FINISHED GRADING,SOIL PREPARATION, PERMANENT SEEDING OR SODDING,PLANTING AND MULCHING INCLUDING ALL LABOR,MATERIALS,TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT,UNLESS OTHERWISE CONTRACTED BY THE GENERAL CONTRACTOR. 2. EXISTING VEGETATION SHALL BE RETAINED UNLESS SPECIFIED ELSEWHERE ON THIS PLAN. �RA L 3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN.A TREE PROTECTION ZONE 0 SHALL BE ESTABLISHED AT THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT OF CONSTRUCTION DISTURBANCE, WHICHEVER IS GREATER.LOCAL STANDARDS MAY REQUIRE THAT A MORE STRICT TREE PROTECTION ZONE SHALL BE HONORED. BRK. 4. AT NO TIME SHALL MACHINERY,DEBRIS,FALLEN TREES OR OTHER MATERIALS BE PLACED,STOCKPILED OR LEFT STANDING IN PLNTR. x \�v 0 THE TREE PROTECTION ZONE.3 IVR it 3 ILGB 5. ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE"AMERICAN STANDARD FOR NURSERY STOCK". Ma""rratbokd:: 1 PV 6. CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX INCHES(6')ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH(4-)CALIPER SIZE.1 AME X \IAN x �AV 6 ILGB 7. CONTRACTOR SHALL PROVIDE A SIX INCH(6')THICK MINIMUM LAYER OF TOPSOIL,OR AS DIRECTED BY THE LOCAL ORDINANCE 3 IVR OR CLIENT,IN ALL PLANTING AREAS.TOPSOIL SHOULD BE SPREAD OVER A PREPARED SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS. y y y y / 0 \ \✓( 0 8. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY,THE PROPOSED LANDSCAPE,AS SHOWN ON THE APPROVED k M tfituck ,ksklffolk,"Ave LANDSCAPE PLAN,MUST BE INSTALLED,INSPECTED AND APPROVED BY THE APPROVING AGENCY.THE APPROVING AGENCY S. SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS FOLLOWS. THE PLANTING OF TREES,SHRUBS, .....I T` E.A. VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE FOLLOWING PLANTING SEASONS;PLANTING 11 WETLANDS /> BOUNDARY It 8.a.PLANTS: MARCH 15 TO DECEMBER 15 8.b.LAWN: MARCH 15 TO JUNE 15 OR SEPT.1 TO DECEMBER I SODDED PROPOSED 6 ILGB 8.c.TREES OCTOBER 1 TO DECEMBER 1 AND MARCH I TO MAY 31 0 AREA(TYP.) 1 CS ILI 3 COPR-=--, OTS, PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT APPROPRIATE SEASON AT N HI -3 PV 2 RAGL OT.s. TP TP b 4v _0 . . * T IF ]p THE MUNICIPALITY'S DISCRETION.CONTRACTOR SHOULD CONTACT APPROVING AGENCY FOR POTENTIAL SUBSTITUTIONS. A-, MUNICIPALITY. 6 ILGB % PROP. SEASONAL ANNUALS' UU •I_-2t. 9. THERE SHALL BE NO PLANT SUBSTITUTIONS UNLESS AUTHORIZED BY LANDSCAPE ARCHITECT AND/OR STAFF OF THE LOCAL PROPOSED S 13 IVR r�7 I REA(TYP.) \> '�7-1 AROG 10. NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING. WATER SHALL Xr1 BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO THE EXTENT THAT ALL lvlapdata@2024 Terms Reportamaperror 7 AGAbri MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED,WATERING SHALL CONTINUE ROUTINELY AT LEAST UNTIL 4 RAGL a�'!J PLANTS ARE ESTABLISHED. VICINITY MAP SEASONAL ANNUALS PROP. SE 11. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE(1)YEAR FROM APPROVAL OF LANDSCAPE N.T.S. _ ,-�!,_--"\ INSTALLATION BY THE APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH A MAINTENANCE BOND FOR TEN..... ......... ......... PROPOSED TREE LLJ PROTECTION FENCE(TYP.) PERCENT(10%)OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BE RELEASED AT THE CONCLUSION OF THE 6 IVR 'I COPR RAGL 1 COPR 1 COPR 4 RAGL GUARANTEE PERIOD AND WHEN A FINAL INSPECTION HAS BEEN COMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED PROJECT DATA REPRESENTATIVE. APPLICANT/OWNER .............. ROMAN CATHOLIC CHURCH OF THE SACRED HEART 77 PROPOSED SOD:--- 12. CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE-OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION iiTl OF ANY LANDSCAPE MATERIAL.UTILITY COMPANIES SHALL BE CONTACTED THREE(3)DAYS PRIOR TO THE BEGINNING OF WORK, 27835 MAIN ROAD '71 MR -qT 5 ILGB ------------- . . . I . . . . . . . . 3 JV P.O.BOX 926 ------ ........... AREA(TYP.) 13. CONTRACTOR SHALL ENSURE THAT THE PROPOSED TREES ARE NOT PLANTED ON TOP OF UNDERGROUND PIPES AND ACHIEVE > 0_11 CUTCHOGUE,NY 11935 . . . . . . . . 1_1� MAXIMUM SEPARATION POSSIBLE. 77 _0 14. CONTRACTOR SHALL PROVIDE AN AUTOMATIC IRRIGATION SYSTEM FOR ALL LANDSCAPE AND LAWN AREAS.THE SYSTEM TAX MAP NUMBER..................... Dist,1000,Sect.1 14,Block 11,Lot 1 \1 %� j� li�o 57.81' SHALL MEET ALL CODE REQUIREMENTS. 19.52' APPROXIMATE LIMIT OF SITE AREA.................................. 242,298.52 SF(5.5624 Acres) L4PV 17 AGA ENIEXT CLEARING AND GRADE 17 AGA-j 2 PV-j DISTURBANCE CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE(RO) 24 ILGB GB CURRENT USE........................... CHURCH > SOD SPECIFICATIONS VR _ PROPOSED USE......................... PARISH CENTER 5 KL r0r-�, 35 IVR 01 1.PRIOR TO SODDING,MIX TOP 4"LAYER OF TOPSOIL WITH FERTILIZER AND LIME. 10-20-10 KL EXISTING FOOTPRINT............... 8,567 SF PROPOSED SINGLE STORY PARISH m 5 rcr), FERTILIZER SHALL BE APPLIED AT THE RATE OF 500 POUNDS PER ACRE OR 11 POUNDS PER 1,000 m S.F. LIME SHALL BE APPLIED IN ACCORDANCE WITH THE FOLLOWING CHART: PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) CENTER WITH UNFINISHED PARTIAL x> rcr�, COVERED ENTRY:273 SF x Uj CELLAR SOIL TEXTURE TONS/ACRE LBS/1,000 S.F. LOWER LEVEL......................................2,020 SF < UNFINISHED PARTIAL CELLAR: CLAY,CLAY LOAM,AND HIGH ORGANIC SOIL 3 135 (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF GROSS FLOOR AREA....... LU 2,020 SF rcr.\ SANDY LOAM,LOAM,SILT LOAM 2 90 TOTAL...................................................10,528 SF FIRST FLOOR:8,508 SF rcrx LOAMY SAND,SAND 1 45 12 JV; FINAL LOCATION TO BE DETERMINED COVERED ENTRY:273 SF *..w . " I 1 rc"IN FIELD TO PROVIDE OPTIMAL SCREENING ABOVE APPLICATION RATES FOR FERTILIZER AND LIME ARE STANDARD RATES AND SHALL BE FOR EXISTING RESIDENCE. ADJUSTED BASED ON SITE SPECIFIC SOIL TESTS. MIMSKE OWE-p F.F. EL. 25.001 k 97.27' 2.TOPSOIL SHALL BE TILLED,FINE GRADED,AND RAKED FREE OF ALL DEBRIS LARGER THAN 1"IN > JUN 2 7 2025 . . . . . . . . 40.23' DIAMETER. ALL LAWN AREAS SHALL BE SLOPED TO DRAIN OR PER THE APPROVED GRADING PLAN. SOUTHOLD TOWN ................ . . .......... PLANNING BOARD . . . . . . 3.SOD SHALL BE"CERTIFIED SOD"OR OTHER HIGH QUALITY CULTIVATED SOD. ONLY MOIST, / y yFRESH,UNHEATED SOD SHALL BE USED. IT SHALL BE FREE OF WEEDS AND UNDESIRABLE ....... di di d I di di di _0 asm- COARSE WEEDY GRASSES. IT SHALL BE UNIFORM IN THICKNESS,APPROXIMATELY 5/8 INCH, w PLUS OR MINUS 1/4 INCH,AT TIME OF CUTTING(EXCLUDING TOP GROWTH). SOD SHOULD BE savV VIGOROUS AND DENSE AND BE ABLE TO RETAIN ITS OWN SHAPE AND WEIGHT WHEN SUSPENDED A, LCGD- -LCGD- -LCGD VERTICALLY WITH A FIRM GRASP FROM THE UPPER 10 PERCENT OF THE STRIP. BROKEN PADS OR R.D. cmim TORN AND UNEVEN ENDS WILL NOT BE ACCEPTABLE. TP TP TP 9 04/11/25 AD REV.PER TOWN AND NYSDOT COMMENTS p 1200 GAL. . . . . PROPOSED HYDRO�_/Z TP TP SEPTIC TANK 4.FOR DROUGHT PRONE SITES,A SOD OF TURF-TYPE TALL FESCUE AND BLUEGRASS SHALL BE USED ..-C \ � ,Y . . . . . . . . . S 8 02/05/25 AD REV.PER SCWA COMMENTS DATED 01128/25 S INSTEAD OF STRAIGHT BLUEGRASS SOD. . . . SEEDED AREA(TYP.) 1 STY. DS <,* . . . . V. . . . . *[ 0 C.O. 7 01/27/25 AD REV.PER SCDHS COMMENTS DATED 01/24/25 1 . . . . . rcr) -k- I . . . . :� Z-/ - - - - - - - r0p_ 8'0 x 121.P. 5.SOD SHALL BE HARVESTED,DELIVERED,AND INSTALLED WITHIN A PERIOD OF 36 HOURS OR LESS 6 01/21/25 AD REV.PER UPDATED SEPTIC LAYOUT ILCGD� DURING SUMMER MONTHS. F 5 12/06/24 AD REV.PER UPDATED ELECTRIC AND RPZ WATER n- ( 6.SOD STRIPS SHOULD BE LAID ON THE CONTOUR,NEVER UP AND DOWN THE SLOPE,STARTING AT - SERVICE LOCATIONS (,n REV.PER UPDATED ELECTRIC AND TELECOM . . . . . . ./,/�, Lli THE BOTTOM OF THE SLOPE AND WORKING UP. DURING PERIODS OF HIGH TEMPERATURE, 4 11/22/24 AM C_.) I SERVICE LOCATIONS Tp �_� ---C, - ,-, `� - LIGHTLY IRRIGATE THE SOIL PRIOR TO INSTALLING THE SOD. PLACE SOD WITH SNUG,EVEN CGD 11z, REV.PER TOWN COMMENTS DATED 09/11/24 AND _Tp C:S = CV LjJ LO/ JOINTS THAT ARE STAGGERED. ROLL OR TAMP SOD IMMEDIATELY FOLLOWING INSTALLATION TO 3 10/02/24 AM SCDHS COMMENTS DATED 10/02/24 Q ENSURE SOLID CONTACT OF ROOT MAT WITH SOIL SURFACE. 2 07/19/24 AM ISSUED TO TOWN W.W.Gi�� >-< - U5 / Li-J cD CZD C-) w - Of PA 7.ON SLOPES THAT ARE STEEPER THAN 3:1,SECURE SOD TO SURFACE SOIL WITH WOOD PEGS, 1 05/14124 DID REV.PER CLIENT COMMENTS p. CD <4 0_ WIRE STAPLES,BIODEGRADABLE PLASTIC SPIKES,OR SPLIT SHINGLES(8 TO 10 INCHES LONG BY C," �� I 3/4 INCHES WIDE). ANCHOR HEAVY JUTE OR PLASTIC NETTING TO THE CROWN OF THE SLOPE NO.1 DATE BY DESCRIPTION FOR PROTECTION OF LIFTING AND UNDERCUTTING OF SOD. REVISIONS cp. 8.IMMEDIATELY FOLLOWING INSTALLATION,SOD SHOULD BE WATERED(NOT DURING PERIODS OF INTENSE SUN)UNTIL MOISTURE PENETRATES THE SOIL LAYER BENEATH SOD TO A DEPTH OF 1 INCH. MAINTAIN OPTIMUM MOISTURE FOR AT LEAST TWO WEEKS. CO-1 cif p zll 1 STY. C-D CN 7./ EXISTING rv-/YOU HYDROSEED SPECIFICATIONS W.W. C/ FF27.67A.7 GRAVEL/DIRT DRIVE 1.PRIOR TO SEEDING,AREA IS TO BE TOPSOILED,FINE GRADED,AND RAKED OF ALL PLANT SCHEDULE GRAPHIC SCALE DEBRIS LARGER THAN 2"DIAMETER. 20 0 10 20 40 80 2.PRIOR TO SEEDING,CONSULT MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS. CPR11L G3 CODE QTY BOTANICAL/COMMON NAME SIZE CONTAINER NATIVE MATURE HEIGHT MATURE WIDTH I I . I NOTES F:L: 1 3.SEEDING RATES: 664 BLUE POINT ROAD, UNIT B 1.FOR CONTAINER-GROWN TREES,USE FINGERS OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER OF EVERGREEN TREES POTTING SOIL,THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER I0: [3W,_ZMZ3 PERENNIAL RYEGRASS 1/2LB11000SQFT HOLTSVILLE, NEW YORK 11742 iv 15 JUNIPERUS VIRGINIANA/EASTERN RED CEDAR 6-7 B+B YES 30-60' 8-25' 2 THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH AFTER ( IN FEET ) (631) 961-0506 PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. KENTUCKY BLUEGRASS 1LB11000SQFT 3 SOIL AMENDMENTS: 1 inch = 20 ft. RED FESCUE 1/2 LB/1000 SO FT www.KeyCivilEngineering.com SHADE TREES 'MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40% CLAY OR SILT)BY ADDING COMPOSTED PINE BARK(UP TO 30%BY AROG 1 ACER RUBRUM'OCTOBER GLORY'/OCTOBER GLORY MAPLE 2112-3"CAL. B+B YES 40-50' 30-40' VOLUME)OR GYPSUM NOTES *MODIFY EXTREMELY SANDY SOILS(MORE THAN 85%SAND)BY ADDING ORGANIC MATTER AND/OR DRY,SHREDDED CLAY LOAM 1 FOR CONTAINER-GROW1 SHRUBS,USE FINGERS OR SMALL HAND TOOL TO PULL THE ROOTS OUT OF THE OUTER LAYER OF SPREADING FESCUE 112 LB/1 000 SQ FT UP TO 30%OF THE TOTAL MIX POTTING SOIL,THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER. FERTILIZER(16.32.16) 2LB/1000SQFT PROJECT NAME ORNAMENTALTREES AVOID PURCHASING TREES WI-'rH TWO LEADERS OR 2 THOROUGHLY SOAK TH-SHRUB ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH AFTER LIQUID LIME 1 GAU800 GAL.TANK AME 1 AMELANCHIER CANADENSIS/CANADIAN SERVICEBERRY 5-6* B+B YES 25-30' 15-20' REMOVE ONE AT PLANTING.OTHERWISE,DO NOT PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. COPR 6 CORNUS FLORIDA'CHEROKEE PRINCESS'/CHEROKEE PRINCESS DOGWOOD 5-6, B+B YES 15-3,01' 15-30' PRUNE TREE AT PLANTING EXCEPT FOR SPECIFIC 3. SOIL AMENDMENTS: TACKIFIER 35 LB/800 GAL.TANK ROMAN CATHOLIC CHURCH OF THE SACRED *MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40%CLAY OR SILT)BY ADDING COMPOSTED PINE BARK(UP TO 30%BY FIBER MULCH 30 LB/1 000 SQ FT STRUCTURAL CORRECTIONS VOLUME)OR GYPSUM DO NOT STAKE OR WRAP TRUNK SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES HEART PROPOSED PARISH CENTER EVERGREEN SHRUBS HIGHER IN POORLY DRAINING SOILS *MODIFY EXTREMELY SANDY SOILS(MORE THAN 85%SAND)BY ADDING ORGANIC MATTER AND/OR DRY,SHREDDED CLAY 4.GERMINATION RATES WILL VARY AS TO TIME OF YEAR FOR SOWING, CONTRACTOR TO ILGB 71 ILEX GLABRA'SMN!GAB17'/GEM BOX@ INKBERRY HOLLY 24-30" 3 GAL. YES 2-3 24 YDOUBLE SHREDDED HARDWOOD MULCH(DO NOT LOAM UP TO 30%OF THE TOTAL MIX WTO 12" IRRIGATE SEEDED AREA UNTIL AN ACCEPTABLE STAND OF COVER IS ESTABLISHED BY OWNER. 14300 MAIN ROAD KL 10 KALMIA LATIFOLIA/MOUNTAIN LAUREL 34 B+B YES 5-15' 5-15' PLACE MULCH IN CONTACT WITH TREE TRUNK) CUT BANDS OF WIRE BASKET AND FOLD AWAY FROM MATTITUCK, NY 11952 HOLE SHALL BE 2 1/2 TIMES THE TOP OF ROOT BALL WIDTH OF THE ROOT BALL 4"BUILT-UP EARTH SAUCER TOWN OF SOUTHOLD, COUNTY OF SUFFOLK DECIDUOUS SHRUBS ROPES AT TOP OF BALL SHALL BE CUTAND TOP OF SHRUB ROOT BALL SHALL BE SET FLUSH WITH DIST.: 1000, SECT.: 114, BLOCK: 11, LOT: 1 CS 1 CORNUS SERICEA/RED TWIG DOGWOOD 30-36" 0+13 YES 6-9' 7-10' ROPES AT TOP OF BALL SHALL BE CUT AND BACKFILL SOIL*1 PART SOIL AMENDMENT REMOVED, FOLD BACK TOP 1/3 OF BURLAP FINISHED GRADE MANAGEMENT PRACTICES REMOVED, FOLD BACK TOP 1/3 OF BURLAP.ALL E D (BASED ON SOII_TEST)-3 PARTS NATIVE TOPSOIL ALL NON-BIODEGRADABLE MATERIAL SHALL 3"DOUBLE SHREDDED HARDWOOD MULCH(00 NOT NON-BIODEGRADABLE MATERIAL SHALL BE BE REMOVED. PLACE MULCH AGAINSTTHE BASE OF THE PLANT) (1)ONLY ORGANIC FERTILIZERS SHALL BE USED WHERE THE ORNAMENTAL GRASSES REMOVED. 4-6 DEEPER THAN ROOT BALL PLANTING HOLE SHALL BE ITTO 18' • DRAWING TITLE PV 10 24 3-6' 2-3 PANICUM VIRGATUM SWITCH GRASS -30" 2 GAL. YES 11"T F PLANT WITH ROOTS PULLED OUT WATER-SOLUBLE NITROGEN IS NO MORE THAN 20%OF THE TOTAL CONTAINER-GROWN NITROGEN IN THE MIXTURE. SHRUB OCT f UNDISTURBED SUBGRADE TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL OF BALL DEEP.FOR LARGER SHR R BALLS,MAKE DEPTH MIN.C DEEPER PERENNIALS DIG WIDE.SHALLOW HOLE WITH TAPERED SIDES SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE THAN BALL. • BACKFILL SOIL*1 PART SOIL AMENDMENT(BASED ON 7. 18-24" 3 GAL. YES 24 1.5-3' SOIL TEST)-3 PARTS NATIVE TOPSOIL AGA 41 AGASTACHE FOENICULUM I BLUE GIANT HYSSOP ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000 (2)A MAXIMUM OF I LB.OF NITROGEN PER 1,000 SQUARE FEET IN ANY REFERENCESAR, BALLED AND BURLAPPED PLANT YES 2-25 2-25 7'. ONE APPLICATION,WITH A CUMULATIVE APPLICATION OF NO MORE 6-12" 1 GAL. J UNDISTURBED SUBGRADE THAN 2 CBS.PER 1,000 SQUARE FEET PER YEAR. IVR 70 IRIS VERSICOLOR BLUE FLAG LANDSCAPE PLAN EVERGREEN TREE PLANTING DETAIL SOIL SURFACE ROUGHENED TO BIND----� REFERENCES ARCHITECTURAL GRAPHIC. t STAND.ARDS COPYRIGHT 2000 GROUND COVERS N.33. WITH BACKFILL SOIL. RAGL 38 RHUS AROMATICA'GRO-LOW' GRO-LOW FRAGRANT SUMAC 15-18" 2 GAL. YES 1.5-2' 6-8' (3)THE APPLICATION OF FERTILIZER PRODUCTS CONTAINING DECIDUOUS AND EVERGREEN SHRUB PLANTING DETAIL NITROGEN,PHOSPHORUS,OR POTASSIUM BETWEEN NOVEMBER 1ST N T.S AND APRIL 1ST IS PROHIBITED. DATE: 05/03/2024 NOTES. 1.THOROUGHLY SOAK THE GROUND COVER ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST (4)THE USE OF PHOSPHORUS-CONTAINING LAWN FERTILIZER IS SCALE: ill =20' MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. PROHIBITED UNLESS ESTABLISHING A NEW LAWN OR SOIL TEST NOTES 2.SOIL AMENDMENTS: 1 FOR CONTAINER-GROWN TREES,USE FINGERS OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER 'MODIFY HEAVY CLAY CR SILT SOILS(MORE THAN 40%CLAY OR SILT)BY ADDING COMPOSTED PINE BARK(UP TO 30% BY SHOWS THAT THE LAWN DOES NOT HAVE ENOUGH PHOSPHORUS. PROJECT NUMBER: 23200 LAYER OF POTTING SOIL;THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER VOLUME)OR GYPSUM, FERTILIZER LABELS HAVE THREE BOLD NUMBERS.THE NUMBER IN 2. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST 'MODIFY EXTREMELY SANDY SOILS(MORE THAN 85%SAND)BY ADDING ORGANIC MATTER AND/OR DRY,SHREDDED CLAY THE MIDDLE IS THE PERCENTAGE OF PHOSPHORUS IN THE PRODUCT, MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. LOAM UP TO 30%OF TFE TOTAL MIX E.G.,22-0-15.USE OF PRODUCTS WITH 0.67 IN THE MIDDLE OR LOWER DRAWING BY: AM 3. S01AMENDMENTS: 3.ALL GROUND COVER ARE4S SHALL BE TREATED WITH A PRE-EMERGENT PER MANUFACTURER'S SPECIFICATIONS 31. MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40%CLAY OR SILT)BY ADDING COMPOSTED PINE IS NOT RESTRICTED.PRODUCTS WITH A NUMBER HIGHER THAN 0.67 BARK(UP TO 30%BY VOLUME)OR GYPSUM ------A- MAY ONLY BE USED IF A NEW LAWN IS BEING ESTABLISHED OR A SOIL CHECKED BY: MP 32. MODIFY EXTREMELY SANDY SOILS(MORE THAN 85% SAND)BY ADDING ORGANIC MATTER AND/OR DRY, SPACING CHART SPACING"D" ROW'A" SHREDDED CLAY LOAM UP TO 30%OF THE TOTAL MIX NOT TO SCALE TEST INDICATES IT IS NECESSARY. AVOID PURCHASING TREES WITH TWO LEADERS 6.O.C. 520' APPROVED BY: MID 8*OC. 6.93" OR REMOVE ONE AT PLANTING:OTHERWISE,DO 1011OG 8.66" NOTES NOT PRUNE TREE AT PLANTING EXCEPT FOR ALTERATION OR ADDITION TO THIS 1. ENSURE ALL WEEDS ARE CLEAR FROM AREA BEFORE PLANTING. Am SPECIFIC STRUCTURAL CORRECTIONS 12"0 C 10.40* IRRIGATION DESIGN NOTE SEAL & SIGNATURE: DOCUMENT EXCEPT BY A LICENSED 00 NOT STAKE OR WRAP TRUNK 51 O.0 300 PROFESSIONAL ENGINEER IS A 2. SOIL MUST BE MOIST BUT NOT WATERLOGGED DURING SEEDING. DO NOT SEED I I NEW VIOLATION OF SECTION 7209, SET ROOT BALL FLUSH TO GRADE OR SEVERAL 18110C 15 60" IMMEDIATELY AFTER OR BEFORE A STORM WITH MORE THAN 1/4"PRECIPITATION. INCHES HIGHER IN POORLY DRAINING SOILS 24"0 C 20 80" IRRIGATION CONTRACTOR TO PROVIDE A DESIGN FOR AN IRRIGATION SYSTEM 0 SUB-DIVISION 2,OF THE NEW YORK HOLE SHALL BE 2 112 TIMES THE WIDTH OF THE PLA TEDON CENTER(SEE SPACING CHART) 1�1 0 PILO P. STATE EDUCATION LAW 3. FOR TOPSOIL AND OTHER NOTES,SEE SPECIFICATION. ROOT BALL CUT BANDS OF WIRE BASKET AND FOLD AWAY 30"O.C. 26 00' SEPARATING PLANTING BEDS FROM LAWN AREA. PRIOR TO CONSTRUCTION,DESIGN IS FROM TOP OF ROOT BALL 36"0 C. 30.00, TO BE SUBMITTED TO THE PROJECT LANDSCAPE ARCHITECT FOR REVIEW AND NEW TOPSOIL, 3"DOUBLE SHREDDED HARDWOOD MULCH(DO NOT APPROVAL. WHERE POSSIBLE,DRIP IRRIGATION AND OTHER WATER CONSERVATION co DRAWING No: ...... ----------------- SEE SPEC. PLACE MULCH IN CONTACT WITH TREE TRUNK) 4*BUILT-UP EARTH SAUCER TECHNIQUES SUCH AS RAIN SENSORS SHALL BE IMPLEMENTED. CONTRACTOR TO VERIFY TOPSOIL DEPTH ROPES AT TOP OF BALL SHALL BE CUT AND 2"DOUBLE SHREDDED HARDWOOD MULCH MAXIMUM ON SITE DYNAMIC WATER PRESSURE AVAILABLE MEASURED IN PSI. PRESSURE BACKFILL SOIL*1 PART SOIL AMENDMENT(BASED r % `, NOT ACED SHA L BE 4-6"DEEPP. REMOVED FOLD BACK TOP 113 OF BURLAP.ALL ON SOIL TEST)-3 PARTS NATIVE TOPSOIL - (DO NOT PLACE MULCH AGAINST THE BASE REDUCING DEVICES OR BOOSTER PUMPS SHALL BE PROVIDED TO MEET SYSTEM 0, NON-BIODEGRADABLE MATERIAL SHALL BE OF THE PLANT) 0 �i ,f. 11111_1111 PRESSURE REQUIREMENTS. DESIGN TO SHOW ALL VALVES,PIPING,HEADS,BACKFLOW ED.REMOV DEEPER THAN ROOT BALL MASS WITH FINGERS ROUGHENED TO g", SOIL SURFACE '. ."-UNDISTURBED GENTLY PULL ROOTS AWAY FROM TOPSOIL PREVENTION,METERS,CONTROLLERS,AND SLEEVES WITHIN HARDSCAPE AREAS. no -3 UNDISTURBED SUBGRADE TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL C SUBGRADE BACKFILL SOIL 1 PART SOIL AMEN DMENT BIND WITH NEW SOIL (BASED ON SOIL TEST)3 PARTS NATIVE TOPSOIL DIG WIDE,SHALLOW HOLE WITH TAPERED SIDES SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE I/R1 Know what's below. REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000 Cll bf UNDISTURBED SUBGRADE aeore you dig. LAWN PLANTING DETAIL v N.T.S TREE PLANTING DETAIL GROUND COVERIPERENNIAUANNUAL PLANTING DETAIL 1-800-272-4480 N T.S NT.S MARC PILOTTA, P.E. PAGE NO: NEW YORK STATE PROFESSIONAL ENGINEER #081558 3 OF 14 Y:\Key Civi1\ProjectM2023\23200jMN Architecture..14300 Main Read Mattituck\Drawings\Key CivTI\2320Q..2025.04 11__SPP9 SPDES._RIIZ3.dwg 1.4 GRADING & DRAINAGE NOTES SIT �_Mc. WALK 25.75 1. REFER TO SITE PLAN(SHEET C-11)FOR ADDITIONAL NOTES./C14 LEGEND i5. 4 R.D.o - 2. STORMWATER RUNOFF COEFFICIENTS PER TOWN OF SOUTHOLD: W \ EXISTING ITEM PROPOSED a. ROOF=1.00 b. PAVE ME NTIIM PERVIOUS=1.00 V, '2 61 PROPERTY LINE c. LANDSCAPE/PERVIOUS 0.30 C> 2 A- EXISTING BUILDING 3. PROVIDE STORMWATER RUNOFF STORAGE FOR 3"RAINFALL PER TOWN OF SOUTHOLD REQUIREMENTS r�v ONE STORY j t �'W ; ` GRAI 4. DRYWELL DESIGN CAPACITY:10'DIAMETER 68.42 CF/VF rAgr 66ka 1 Ply MAS. CHURCH DOOR A rat (D EN/EXT #14300 5. ALL PROPOSED DRAINAGE INTERCONNECTING PIPING SHALL BE SMOOTH WALL HDPE WITH A MINIMUM DIAMETER OF 15 CONCRETE CURB u INCHES. Xzw 11511� Z� „OUR LADY OF GOO CONCRETE 15� -o 6. TOP OF EFFECTIVE DEPTH IN LEACHING STRUCTURES SHALL BE NO HIGHER THAN THE GRATE ELEVATION OF THE Fk PAVEMENT LOWEST INLET IN THE IMMEDIATE SYSTEM. ma 'ituck 25 RDO COUNSEL R.C. CHUR( �, / folkFAv- WA p� CONC. 7� ASPHALT PAVEMENT 0. r-/ MBER 7. GROUNDWATER WAS OBSERVED 21'-3"BELOW GRADE(EL.2.75)DURING FIELD WORK BY SOIL MECHANICS ON DECE HYDRO SEED 14,2017. 4 A.C. t4e0su ,,,,pR1ES) Ilk it I.')-1� MID WETLANDS • LANDSCAPE AREA BOUNDARY H 8. ALL LANDINGS AND WALKWAYS SHALL HAVE A MINIMUM OF 1.0% CROSS SLOPE AWAY FROM THE BUILDING OR SLOPE 2 5.5 2 SOD LANDSCAPE 44 (L R�4�o TOWARDS AN INLET/LOW SPOT. AREA 21 9. CONTRACTOR SHALL CLEAN ALL EXISTING/PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES AT m .5' X FENCE THE j --------- END OF CONSTRUCTION, R.D.\ I I ! _ \ C WALL 10. ALL ACCESSIBLE PARKING, CURB RAMPS, AND OTHER APPURTENANCES OF ACCESSIBLE ROUTES ARE TO MEET THE REQUIREMENTS OF THE 2020 NYS BUILDING CODE CHAPTER 11-ACCESSIBILTY AND ICC/ANSI A117.1 -2009.ACCESSIBLE UTILITY POLE STALLS SHALL HAVE NO SLOPE GREATER THAN 2.0% IN ANY DIRECTION AND THE PROPOSED SIDEWALK SHALL NOT Map data 02024 Terms Reportamaperror EXCEED A 5.0%RUNNING SLOPE AND 2.0% CROSS SLOPE. J , I BSMAI LIGHT POLE j K N ENT. 11. LOCATION OF EXISTING UTILITY SERVICES ARE UNKNOWN AND SHALL BE CONFIRMED INDEPENDENTLY BY THE VICINITY MAP <11 ASPHALT 1G L SIGN CONTRACTOR WITH THE UTILITY COMPANIES AND/OR PRIVATE MARK OUT COMPANIES PRIOR TO COMMENCEMENT OF N.T.S. > 71 CONSTRUCTION. W II > 0. FIRE HYDRANT 12. ALL ELEVATIONS DENOTED ON THIS PLAN REFER TO NAVD88 DATUM, PROJECT DATA I { �' j o �cz� �F RD 6./7 ow WATER VALVE APPLICANT/OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART Cad11�� 13, IF WET CONDITION IS ENCOUNTERED,CONTRACTOR SHALL USE 314"CLEAN WASHED STONE IN LIEU OF SAND BACKFILL. 27835 MAIN ROAD ji x on INLET 0 14, THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO ENSURE THE SAFETY OF ITS EMPLOYEES,THE GENERAL P.O.BOX 926 Vn Lj x GALE-_ PUBLIC, STRUCTURES TO REMAIN, ADJACENT PROPERTIES, PUBLIC R.O.W.'S, ETC. DURING ALL CONSTRUCTION AND CUTCHOGUE,NY 11935 1j I { %'Jt.�J.__ _.lj d4. REMOVAL ACTIVITIES IN ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL CODES AND REGULATIONS. THE TAX MAP NUMBER..................... Dist 1000,Sect.1 14,Block 11,Lot 1 A7 4.,i I ` ' DRYWELL OWNER AND ENGINEER ASSUME NO RESPONSIBILITIES FOR THE CONTRACTOR'S SAFETY PROGRAMS&PROCEDURES IN CONNECTION WITH THE WORK. SITE AREA.................................. 242,298.52 SF(5,5624 Acres) 1 W I i { 24.2-1 CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE(RO) , I Q I ' \ DRAINAGE PIPE 15. GRADING CONTOURS ARE FOR ILLUSTRATION PURPOSES ONLY AND SHOULD NOT BE USED FOR CONSTRUCTION. 4,42 SANITARY MANHOLE CURRENT USE........................... CHURCH w , L4i:;+ I (,-� .1! , COVER PROPOSED USE......................... PARISH CENTER A PROPOSED 22.5' A- STORMWATER DESIGN CALCULATIONS EXISTING FOOTPRINT............... 8,567 SF THRUSTBLOCK CLEAN OUT (TYP.OF 2) A GAZEBO PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) SANITARY PIPE SITE AREA=242,298.52 SF(5.5624 ACRES) COVERED ENTRY:273 SF TRIBUTARY DRAINAGE AREA=36,580.3 SF GROSS FLOOR AREA................ LOWER LEVEL......................................2,020 SF SAN ITARY BUILDING AREA=8,508 SF (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF J, STRUCTURE PAVEMENT/I M PERVIOUS AREA=14,726.9 SF TOTAL.. 10,528 SF PERVIOUS/LANDSCAPE AREA=13,345.4 SF -W- WATER SERVICE -W 24.4 24.4 TRIBUTARY AREA STORAGE REQUIRED m1EQ;120W 0 .,Y,. PROPOSED 15"0 L FIRE SPRINKLER F ...................... IN4P'�RVIOUS=14,726.gS-�x(3"/12)xl.00 =3,681.73CF HDPE PIPE @ 10% SERVICE PERVIOUS=6;962.0 SF x;(3"/12)x 0.30 = 522.15 CF JUN 2 7 2025 SLOPE(TYP.) 23.90 A TO 23.93 BC 23.90 -Y -G- GAS SERVICE -G TOTAL STORAGE REQUIRED =4,203.88 CF 24.05 , SOUTHOLD TOWN 4A . . . . . . �RA STORAGE PROVIDED PLANNING BOARD GR 22 85 i�_: 4 UNDERGROUND . . . . . . . . . . .. . . . . . . . . . . -E- E- USE FIVE(5)10'0 DRYWELLS WITH 13.0'EFFECTIVE STORAGE DEPTHS TAPER CURB TO 23.55 --.777. ELECTRIC SERVICE . . . . . 2� ---- r IRK. 5 DRYWELLS x 68 42 CF/VF x 13.0 VF=4,447.30 CF ZERO REVEAL IN . . . . . . . . .. . . . . . . . . . . . .. PLNTR. 4,447.30 CF IS GREATER THAN 4,203.88 CF,THEREFORE SUFFICIENT STORAGE IS PROVIDED. THE LAST 2' TO 23.95 PROPOSED 15"0 . . . . . . . . ... 39 4' 0 PROPOSED 15"0 SPOT GRADE TRIBUTARY AREA'B' <1 BC 23 4 HDPE PIPE @ 1.0% . . . . . . . . . . A-! HDPE PIPE @ 0.0% i� - - TOP/BOTTOM OF -C-0-0-0-01 SLOPE(TYP.) . . . . . . . . . . . .. +--iT STORAGE REQUIRED . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SLOPE(TYP.) CURB ELEVATION IBC 00.00 ROOF:=8,508 SF x(3"112)x 1.00 =2,127.00 OF < PERVIOUS=6,383.4 SF x(T/1 2)x 0,30 = 478.76 CF A 9 04/11/25 AD REV.PER TOWN AND NYSDOT COMMENTS . . . . . . . . . . . . . . . . . . . 46.1. . . . . . . . 7 1- . . ;E� . - - - / rcr�l PER . . . . . . . . . (10'MIN.). . . . . . . . A CONTOUR TOTAL STORAGE REQUIRED =2t6O5.76 CF </ . . . . . . (70111� TELECOM MANHOLE 8 02105/25 AD REV.PER SCWA COMMENTS DATED 01128/25 . . . . . . . . . . . . . . . . . ... .. .. . . . . . . STORAGE PROVIDED I USE THREE(3)10-0 DRYWELLS WITH 13.0-EFFECTIVE STORAGE DEPTHS A-2 . . . . . . -6 1 LU s . . .. . . . . . . COVER 7 01/27/25 AD REV.PER SCDHS COMMENTS DATED 01/24125 (5 f__ - . . . . . . 1\ . . :/ . . . . . 3 DRYWELLS x 68.42 CF1VF x 13.0 VF=2,668.38 Cl: 147 0 --/. . . . . . . . . .. . . . . . . . . 24.38 TREE 2,668.38 CF IS GREATER THAN 2,605.76 CF,THEREFORE SUFFICIENT STORAGE IS PROVIDED. E.A. 6 01/21/25 AD REV.PER UPDATED SEPTIC LAYOUT 15 (10'M1N.) 7 - TO 23 .75 (TYP.)_ . . . . . . . ii. . . . . . . \Illy . . . . 23-85 23.9 LIMIIT OF CLEARING j BC 3.2 E) \I TAPER CURB TO REV.PER UPDATED ELECTRIC AND RPZ WATER . •. . . •. •. . •. . •. . •. . •. . . . •. . •. . . •. •. •. •. . . •. •. •. . . •. . . ZERO REVEAL IN TO 24.57 &GRADE 5 112106/24 AU .1 , , i, , 11 - TO 24.15 TO 23.55 TO 23.85 TO 23.92 _LCG0 SERVICE LOCATIONS 2390 TC BC 3.85 . . . . . . . . . . . . TO 24.45 TO 24.45 TO 24.25 2390 BC 23.65. GR 23.05 BC 23.85 BC 23.92 THE LAST 2' BC 24.57 DISTURBANCE 4 11122/24 AM IREV PER UPDATED ELECTRIC AND TELECOM SERVICE LOCATIONS 4.51 FIRE DEPARTMENT. . . . . . . . . . . . .\ 124 0 . . . . . .. . ? 3 10/02/24 AM REV.PER TOWN COMMENTS DATED 09/11/24 AND /IT C . . . . . . . . . . . . . . . . . . . .. CONNECTION(FDC) HS COMMENTS DATED 10/02/24 B 23�'l ISC L4_ I. ISSUED TO TOWN A . . . TO 24.93 2 07/19124 AM < . . . . . . . . . . . . . . . . . . �7) BC 24.43 1 05/14/24 DO REV.PER CLIENT COMMENTS "C 23.80 -C 24.. . . . . . . . . . . . . �C,3.30 24.31 2 A NO. DATE BY DESCRIPTION . . . . . . . 94 BC 24 25 1 . . . . . . . . . . . . . C 24 65 TO 23.90 24.38x. ro REVISIONS TO 24.75 4.75 C 24 15' 0 r TO 24.69 14 LLJ 24.80 4 CD < 4 • 24.70 A . ow 5m 7V4 24.80 2475 ev" 5,001 { { i '24 ea O "A" rL2 AN. 80 4a, 1�1 ii 1�1 9.11, 9.1 V <\ C/o C 24.85 A 25.00 RD 'm { 19.94' D L� 24,30 DRAINAGE STRUCTURE SCHEDULE 25.0 RD RD A\ A 24.85 rcr�l 24.90 r-, Ul STRUCTURE EFFECTIVE TOP OF BOTTOM INVERT INVERT =_4 EN/EXT\ ............... STRUCTURE TYPE r-I V I t////, I F.r/#,/J C-73,I P41 E ME R I M,110 0 A 25.0 24�95 25.00 2500 r NLMBER DEPTH RIM/GRATE RINGS OF RINGS IN OUT 4. 25.00 8 664 BLUE POINT ROAD, UNIT 13 </ AND GRATE 1, `r A-1 PROPOSED Z-6"x 4'PRECAST CATCH BASIN WITH FRAME 23.05 19.85 HOLTSVILLE, NEW YORK 11742 25.00 24.4 A m A-2 PROPOSED 10'0 PRECAST DRYWELL WITH SOLD COVER 13' 23.50 21.50 8.50 19.50 19.50 00` .4 PROPOSED SINGLE-STORY PARISH 4 4 2500 A-3 PROPOSED 10'0 PRECAST DRYWELL WITH SOLD COVER 13' 23.60 21.50 8.50 19.50 19.50 r 4 9.9 CENTER WITH UNFINISHED PARTIAL m www.KeyCivilEngineering.com >< CELLAR PROPOSED 4'0 PRECAST CATCH BASIN WITH FRAME AND )4.90 A-4 GRATE --- 22.85 ... --- 19.95 PROJECT NAME ls, GO UNFINISHED PARTIAL CELLAR:rcrx 0 71 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME AND ................. LLJ 2,020 SF tv/ A-5 13� 22.35 20.75 7.75 --- 10 A 19,00 [24 08L51 GRATE ........ ...... ...... ROMAN CATHOLIC CHURCH OF THE SACRED FIRST FLOOR:8,508 SF 25.00 25.1 .... ......... .... . ... ..... A-6 PROPOSED 10'0 PRECAST DRYWELL WITH SOLD COVER 13' 22.85 20.75 7.75 18.80 18.80 0% HEART PROPOSED PARISH CENTER PROPOSED b"W COVERED ENTRY:273 SF 1� 1K 14300 MAIN ROAD HDPE PIPE @ 1.0% A-7 PROPOSED 10'0 PRECAST DRYWELL WITH SOLD COVER 13' 23.25 20.75 7.75 18.80 1 --- CP lft. MATTITUCK, NY 11952 . . .... ....... ... RD SLOPE(TYP.) F.F. EL. 25-070 TOWN OF SOUTHOLD, COUNTY OF SUFFOLK RD 97.27' xr.\ I - 0. 25.00 B-1 PROPOSED 10'0 PRECAST DRYWELL WITH SOLD COVER 13' 24A5 21.95 8.95 19.45 --- <\ 1 w P pn 40.23' DIST.: 1000, SECT.: 114, BLOCK: 11, LOT: 1 24.84 J 41 B-2 PROPOSED 10'0 PRECAST DRYWELL WITH SOLD COVER 13' 24.12 21.95 8.95 19.45 19.45 PROPOSED 6"0 0 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME AND 13' 23.75 21.95 8.75 19.45 ... DRAWING TITLE 44 .41 HDPE PIPE @ 1.0% GRATE SLOPE(TYP.) T---- --T---- T T 7 T T T PROPOSED 15"0 41 ................... IS l. G G 4' HDPE PIPE @ 0.0% Jr + PARTIAL GRADING SLOPE(TYP.) -_ .......W.S............ W +W q, 1p �v 0 - , W -W A I LIA W .1 15, 'L, + (TYP.) 06 DRAINAGE PLAN . . . . . . T 1 STY. 05/03/2024 DATE: 13S) 24.3 00 rcr�l C rcrx "p. 0 SCALE: ill =20' XLCGD GR 23.75 -41 Cn 0 PROJECT NUMBER: 23200 640. 0 0 121- C"! DRAWING BY: AM -ILCII Hag-sa,50 00 275.45- *Aft F-_ CI-4 rcrk 24.6 CHECKED BY: MID W W.W. Lj L.LJ .............. APPROVED BY: MP [If TRIBUTARY AREA MAP ALTERATION OR ADDITION TO THIS SCALE:1" 80' SEAL& SIGNATURE: 1141.4 rcrx 0 DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGNEER IS A 0'� VWV VIOLATION OF SECTION 7209, 2._3 2 SUB-DiVISION 2,OF THE NEW YORK ILo 7',- 0 STATE EDUCATION LAW Crcr�l 7. - - - 91 C DRAWING No: Crx NOT GRAPHIC SCALE 'ALED z" Y 1( 20 0 10 20 40 so W.W. C/ A FF27.67 08115 Qv 23.6 �4 00,; C-4 EW WOOD k�� Know what's below. E r<_rx STEPS ( IN FEET ) Call before you dig. co_;� 1 1 inch 20 ft. V41 j, 1> 1-800-272-4480 MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 4 OF 14 Y:\Key CivilkProjects0230200 JM111 Archifecture..14300 Main Road MattituckTrawings\Key Civilk23200 2025.04.1 1._SPP9__SPDES_RPZ3.dwg SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES NOTES �.` 23 55 - - \ lam• X .►..J \, 1. ALL SANITARY PIPING, STRUCTURES, AND ASSOCIATED APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES DIVISION OF ENVIRONMENTAL QUALITY STANDAFDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR OTHER THAN SINGLE-FAMILY RESIDENCES, DATED DECEMBER 29,2017. I / �o X GR22.85 2. SEWER LINE REQUIREMENTS: , try a. GRAVITY SEWER LINES AND FITTINGS SHALL MEET OR EXCEED ASTM STANDARD D-3034 FOR PVC SEWER PIPE WITH A PROPOSED TO FIRE SPRINKLER ® MINI",1UMSOR-35 RATING,UNLESS OTHERWISE INDICATED. SERVICE 25 t834 b. PVC PIPE AND FITTINGS SHALL BE PROVIDED WITH INTEGRAL BELLS AND SPIGOTS AND RUBBER SEALING RINGS.THE ,��9 ��✓ Y o c '">,�,`2�,�.1�0 , SEALING RINGS SHALL MEET THE REQUIREMENTS OF ASTM STANDARD F-477.ALL SEWER LINES SHALL BE STRAIGHT oM�N � / � 'D � / I �.u'` 6� A i,a� ---.,4 / arrAtooka AND COUPLINGS SHALL BE SECURELY INSTALLED AND BE WATERTIGHT. / � •>,g ,,, c. ALL GRAVITY SEWER LINES SHALL HAVE A MINIMUM DIAMETER OF SIX(6)INCHES AND BE BURIED BELOW GRADE. \ \ �" ' y. POttI. d. WHERE PRACTICAL,GRAVITY SEWER LINES SHALL NOT BE INSTALLED IN GROUNDWATER. FOR INSTALLATIONS THAT 25.6' �, \ �. ✓ q „`66 N���� PROPOSED UNDERGROUND WATER ARE PLACED IN GROUNDWATER, THE SEWER PIPING SHALL BE CONSTRUCTED OF PRESSURE RATED PIPING AND (10,MIN.) SERVICE.CONTRACTOR TO TESTED TO ENSURE TIGHTNESS PRIOR TO OPERATION.MAXIMUM PERMISSIBLE LEAK RATE IS 1/4"IN 8 HOURS. COORDINATE WITH UTILITY COMPANY w r--- ,--_- --"� r.-� - / e. THERE SHALL BE A MINIMUM TWO-FOOT LENGTH OF CAST IRON SEWER LINE EXTENDING THROUGH rHE FOUNDATION. - - _ __ _ 0 [ ituk t (BY OTHERS UNDER SEPARATE UTILITY Z-:-Y tole f. HOUSE CONNECTIONS SHALL HAVE A MINIMUM PITCH OF 1/4"PER FOOT. \ i' rBJ` 1 � 0 >t HIGHWAY WORK PERMIT FROM NYSDOT) ao5 �© _ \G ALL HOUSE CONNECTION SHALL BE PROVIDED WITH A CLEAN-OUT AT THE FACE OF THE BUILDING. -- tt' h. HOUSE CONNECTIONS SHALL BE STRAIGHT WITH NO BENDS IN SEWER LINE TO THE MANHOLE. 0 S- ' / 3' f fC ^s,es '" J i r \ PROPOSED 6"fd PVC F ' VARIES) re , -- \ ------ �_- 7�} xC� WIDTH � WETLANDS .s �•, wnh �jV - --- osn ?�� r ' \� (SDR-35)AT 1/8"/FT ( BOUNDARY -' _ ,-_-f - -- r 3. SEWER MAINILATERAL SEWER REQUIREMENTS: z MIN.SLOPE / f )� -----;, �= _x ,.ems R13.5' . b� --W ___- - __�-' or. ¢a a. SEWER MAIN AND LATERAL SEWERS SHALL HAVE A UNIFORM SLOPE AND BE LAID WITH A STRAIGHT ALIGNMENT, LIN ® U µAN 6"S _ WITHOUT BENDS.WHEN REQUIRED,APPROVED MANHOLES MAY BE UTILIZED WHERE SEWERS CHANGE DIRECTION OR �' �,�,ir? 'p-- SLOPE.W;n 3s E _ •() _ - \ m o 16 YELL.O �6 �- O Fj$-__ _ `\ FUTURE 50/o EXPANSION (8'MIN) s ti * ` �y b. HOUSE OR BUILDING SEWERS SHALL BE CONNECTED TO MAIN OR LATERAL SEWERS WITH APPROVED WYE FITTINGS. -'`is"'�+�•" J LEACHING POOLS 2 \ a cU m \ c. SEWERS SHALL BE PROVIDED WITH MANHOLES AT INTERVALS NOT TO EXCEED 400 FEET. _____�- _ opST, I VI d. SEWER MAIN AND LATERAL SEWERS SHALL HAVE A MINIMUM DIAMETER OF 8 INCHES,AND SHALL HAVE A MINIMUM +� '` f T SLOPE OF 0.4%.10 INCH DIAMETER SEWERS SHALL HAVE A MINIMUM SLOPE OF 0.28%. ' __� •2 ,;c CO, 30.9' t _I - S-6 .: ,.... ..... ) 3 �? w.q.m I +- 1 pp e. SEWER MAIN AND LATERAL SEWERS THAT HAVE LESS THAN 2 FEET OF COVER OR ARE NOT PLACED ON VIRGIN SOIL ays a PROPOSED ELECTRIC !- q,P.Z,ON \ �® 4: (10'MIN.) Map data 02024 Terms Reporta map error _ ?54__---- cor+c•Pw Yu� SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE(DIP). \ t I _ \ -� SERVICE TO - ---- t _ �- 1 n, Z' TRANSFORMER. F J _ - - __ - CRASS r. f. SEWER MAIN AND LATERAL SEWERS THAT HAVE BETWEEN 2 FEET AND 4 FEET OF COVER SHALL BE CONSTRUCTED OF REFER TO PLANS BY 2e' ,cr! - a / ( �/ \� \ I Ito � ram, o ` DR180RDUCTILEIRONPIPE. TC24.45 23.90 23.87 23.77 �' VICINITY MAP «,ea _ PROPOSED RPZ WITHIN HEATED l g. SEWER MAIN AND LATERAL SEWERS THAT HAVE OVER 4 FEET OF COVER MAY UTILIZE SDR-35 PIPE. BC 23.95 �� G OTHERS FOR MORE ENCLOSURE ON CONCRETE PAD. \ U ! `" N.T.S. INFORMATION.r^. '' \ ' o TC 24.45 r REFER TO BACKFLOW GRASS \ �/ 4. SEPARATICN OF SEWER AND DRAINAGE LINES REQUIREMENTS: TC 24.25 �, S�3' 8' l TC 24.15 _ -YFW HED�t PREVENTER PLAN FOR MORE F;;? I F�} a. SEWERS SHALL BE LAID AT LEAST 5 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED DRAINAGE LINE. THE BC 23.75 BC 23.95 / M BC 23.65 =q� ��- ` I I , . ` (MIN.) PROJECT DATA INFORMATION. ,�54� I ( N DISTANCE SHALL BE MEASURED EDGE TO EDGE. 1 � > PROPOSED ELECTRIC \ CROSS % 1 ® r PROPOSED FDC MOUNTED � �. � , \ � ` b. IN THE EVENT THAT THE DRAINAGE LINE MUST CROSS OVER THE SEINER LINE, THE SEWER LINE MUST BE � /� � � , � TC 23.90 TC 23.80 APPLICANT/OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART SERVICE TO HEATED c STA_TUE I " ` I / '`� BC 23.40 BC 23.30 27835 MAIN ROAD ON HEATED ENCLOSURE INCHES IS MAINTAINED. B (, ENCLOSURE FROM , 1 REFER TO PLANS BY OTHERS \ CONSTRUCTED OF DUCTILE IRON PIPE(DIP)UNLESS A SEPARATION DISTANCE OF 18 OR MORE INC -� \ I c. IN THE EVENT THAT THE SEWER LINE MUST CROSS OVER THE DRAINAGE LINE, THE SEWER LINE SHALL BE - P.O.BOX 926 PROPOSED BUILDING. ' FOR MORE INFORMATION. \ /% \ CONSTRUCTED OF DUCTILE IRON PIPE(DIP)FOR A DISTANCE OF 3 FEET HORIZONTALLY INTO VIRG N SOIL .�'���� E C� CUTCHOGUE,NY 11935 REFER TO PLANS BY_ / E --?`� �-- -- R I d. IF PERIMETER ROOF DRAINAGE PIPING IS INSTALLED NEAR THE FACE OF THE BUILDING,ALL HOUSE CONNECTIONS h 24 �^ �x\ /� X MAP NUMBER..................... Dist.1000.Sect.114,Block 11,Lot 1 OTHERS FOR MORE 25 ` GA/' _S.L Effc - \\3-� [ }- 'cONC.watK zs TA ' �--� _..-----; s, '' �- --- -�,-s"s � ` MUST BE CONSTRUCTED OF DUCTILE IRON PIPE FOR 10 FEET FROM THE BUILDING. \-="�; rn ? � 5.�� � I - }------ .�� �� 24.25 � � INFORMATION. PROPOSED FIRE ALARM WIRING. _ nc. s .°`` I n TC SITE AREA.................................. 242,298.52 SF(5.5624 Acres) ors REFER TO PLANS BY OTHERS Z''' \, I I°AC. ea.o &1 2sst!\t �j 5 BC 24.25 �\ RESIDENTIAL R 40&RESIDENTIAL OFFICE a SEPARATION OF SEWER AND WATER LINES REQUIREMENTS: 1 CURRENT ZONING..................... RO FOR MORE INFORMATION. �' t' R ) ( ) 1 ,, 4 _ ^- ;�, Nr oaNC w x }e� A. PARALLEL INSTALLATION �\ ����� PROPOSED 4"0 PVC SD -35 t N TC 24 75 MIN SLOP 2�31 \ �ONC Kr,t: a S-�i E CURRENT USE........................... CHURCH rrti s r? +; �; a. SEWERS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER MAIN OR TC24.25 $ AT1/8"/FT BC 24.25 � _ , 257a 1-� R;> s r2c s LATERAL.THE DISTANCE SHALL BE MEASURED EDGE TO EDGE. ' \ 3 BC 24.25 PROPOSED USE......................... PARISH CENTER t B. CROSSINGS ' \, �, ' �\ EXISTING C A B C '� TC 24.75 24.65 11 ONE STORY ,` a. THE CROSSING OF WATER AND SEWER LINES SHOULD BE AVOIDED UNLESS PROVEN ABSOLUTELY NECESSARY. TC 24.75 5' .`� \ EXISTING FOOTPRINT............... 8,567 SF i GRA' I I REAS, CHURCH ' a. ® ® b. WATER LINE OVER SEWER LINE: IN THE EVENT THAT THE WATER LINE MUST CROSS OVER THE SEWER LINE, THE BC 24.25 (MIN.) \ BC 24.25 PROPOSED 45' _e rr t3 FOLLOWING CONDITIONS SHALL BE MET: S-2 V \ PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) ' THRUST BLOCK \ �` C ll�I14300 COVERED ENTRY:273 SF ` L / • SEWER LINES SHALL BE LAID BELOW THE WATER LINE AND PROVIDE A SEPARATION OF AT LEAST 18 INCHES ` (TYP.OF 2) 5 3r - ! "OUR LADY OF GOAD ® I f�', - BETWEEN THE BOTTOM OF THE WATER LINE AND THE TOP OF THE SEWER LINE;AND 24.75 24.70 GROSS FLOOR AREA................ LOWER LEVEL......................................2,020 SF z5 4o Car C.w -'w R;G COUNSEL R.C. CHURCH" i 24.80 \ F" z5 3s I C r 4 • SEWER LINE JOINTS SHALL BE AT LEAST 10 FEET FROM THE POINT OF CROSSING;AND � \ xx (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF ,t ,� I GRASS • WHEN IT IS NOT PRACTICAL TO OBTAIN AN 18 INCH SEPARATION, BOTH THE WATER AND SEWER LINES SHALL BE z \ \ TOTAL...................................................10,528 SF ' 25 4a AC. z I R; EXISTING SANITARY i 5 24.80 24.80 I I I M �, ' `F to � , ' ��- 7s, t � g { SYSTEM TO REMAIN � .MUP,1 SEPARATION OF 12 INCHES BETWEEN THE BOTTOM OF �c��www CONSTRUCTED OF PRESSURE PIPE AND HAVE A MINIMUM - z j =terr :-F_--__ (OUTFALL#1) _ THE WATER LINE AND THE TOP OF THE SEWER LINE M � .- � TC 24.65 [74PO) I PROPOSED 6"0 (. { �' BC 24.15t. dc. SEWER LINE OVER WATER LINE: IN THE EVENT THAT THE SEWER LINE MUST CROSS OVER THE WATER LINE, THEj IT - 24,1124.30 N mn FIRE SPRINKLER - -- \ RD' z a�K.r' `'� FOLLOWING CONDITIONS SHALL BE MET: �� ��/�� 24.80 24.g5 PROPOSED 4"0 BC 24.25 25.00 �MC r V'�1DV ` SERVICE _----_/ - • ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO MAINTAIN LINE AND GRADE;AND 25.00 ROPOSED 3/4"0 PVC(SCHEDULE_j U 0 Im - )XISTING @sur. • WATER LINE AND SEWER LINE JOINTS SHALL BE AT LEAST 10 FEET FROM THE POINT of CROSSING;AND PVC(SDR-35)AT ELECTRICAL CONDUIT FROM 1 t '� cr U 1 ASPHALT PARKING U'. h; 1/4"/FT MIN.SLOPE X D Lij-r o • THE ENTIRE LENGTH OF SEWER LINE BETWEEN ADJACENT MANHOLES OR OTHER SANITARY STRUCTURES SHALL BE PROPOSED IN GROUND y"� PULLBOX TO HYDRO-ACTION �U N 2 7 2025 rZ z o I I eo �.' ,� Y ! ®� CONSTRUCTED of MATERIALS AND JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS OF MANHOLE WITH REMOTE PLC'I y PUMPS(TYP.OF 2) N 0- CD -' W O I Iw J, t: W I CONSTRUCTION;AND UTNULD YIN c. I -......-..� 25.00 25.00 CEO C WITH P-150 PLANNING BOARD • A VERTICAL SEPARATION OF AT LEAST 18 INCHES SHALL BE PROVIDED BETWEEN THE BOTTOM OF THE SEWER LINE CONTROL PANEL TH H ONE 1/2"0 PVC SCHEDULE P REFER TO PARTIAL ,� ��- - n COMPRESSOR(TYP.OF 2) 80)AIR LINE FROM l J h AND THE TOP OF THE WATER LINE. PROPOSED i 2a.2? zaa? SANITARY PLAN I `� I� CLEAN--OUT: COMPRESSOR(TYP.OF 2) `. -_ f 24 a2 _ \ TO GRADE PROPOSED 2"0 J , 1 ` PROPOSED22.5° (THIS SHEET) .. 2a d �/� p LEGEN® 25.00 I:i'I SANINV.=21.90 PROPOSED 2"OVENT PVC VENT 0 THRUST BLOCK I L GAZ>Ho - / 18"ABOVE GRADE t 1 I I (TYP.OF 2) ' e' T%r2P y z EXISTING ITEM PROPOSED � T WITH CARBON FILTER -� 9 04/11/25 AD REV.PER TOWN AND NYSDOT COMMENTS I r_Lri is "®•�» PROPERTY LINE N �r..�. ® �. .o r•.a�. .r .� ws �. s Nk ` 2n r. 8 02/05/25 AD REV.PER SCWA COMMENTS DATED 01/28/25 E --- _-- °� 24a ` a I " ' BUILDING PARTIAL SANITARY PLAN L L r__, `r. ° '.._ ...�_ Y I a it = 90l 7 01/27/25 AD REV PER SCDHS COMMENTS DATED 01124/25 L_ J za5 GRa�•�P 244 r j TC 23.90i °`•` ' I ALE: " + '�., zaa5` DOOR A BC 23.90 y A' EN?exT 6 01/21/25 AD REV.PER UPDATED SEPTIC LAYOUT - PU` ® CONCRETE CURB - SANITARY DENSITY CALCULATIONS GENERAL NOTES 5 12/06/24 AD REV,PER UPDATED ELECTRIC AND RPZ WATER ° .�i l ° TC 23.95! - -' �.-,•--°-•""'- � � � I'I SERVICE LOCATIONS - - III {,, CONCRETE SITE IS LOCATED IN GROUNDWATER MANAGEMENT ZONE IV=600 GPD/ACRE C BC 23.45 23 •✓ `'"� `' REV.PER UPDATED ELECTRIC AND TELECOM �" - -J PAVEMENT TOTAL ALLOWABLE SANITARY FLOW=5.5624 ACRES x 600 GPD/ACRE=3,337.44 GPD 1. APPLICANT/OWNER 4 11l22l24 AM \\- q� n,to> SERVICE LOCATIONS _ ` \ h I EL. _ ±24.00 GROUND SURFACE ROMAN CATHOLIC CHURCH OF THE SACRED HEART /? ). - 1�`_ ASPHALT PAVEMENT REV.PER TOWN COMMENTS DATED 09/11/24 AND TC 23 751 ' -0� �° N1 ' - s. EXISTNG/PROPOSED USE 23835 MAIN ROAD 3 10/02/24 AM / _'?1 ozs ----^za,l3 342 27? DK BRN.ORG.LOAM SCDHS COMMENTS DATED 10/02/24 BC 23 25 I ca. ° 23.rz 2aa HYDRO SEED '� EXISTING CHURCH=360 SEATS x 1.5 GPD/SEAT =540.00 GPD P.O.BOX 926 T i TC 23 85i l - / TC 23.55 �' 2355 �`��J^ 1 LANDSCAPE AREA 1 1 (CAL){6� EXISTING RECTORY(SINGLE FAMILY RESIDENCE) =300.00 GPD CUTHCHOGUE,NY 11935 2 07/19/24 AM ISSUED TO TOWN > GR 22.35 }' tt, z ^s c.c. s N SILTY SAND LOAM TR - 23 90 BC 23.35 ---__._--_ 23 {---- 5] 0"GR 23.05 �tt 2a' SOD LANDSCAPE BR ( I PROPOSED PARISH CENTER =1,345.00 GPD �. --- za.re 1 05/14/24 DO REV.PER CLIENT COMMENTS i .r 4 --�- ors, AREA 1 ROOTS f TOTAL DENSITY FLOW REQUIRED =2,185.00 GPD 2. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. TC 24.004 L5 ors. I ;? 24.00 1�, , , _ =' IBC 23350 ' 'ZD _ _ F"'� u3 I X FENCE 2 (SAND. • THE REQUIRED DENSITY IS LESS THAN THE PERMITTED DENSITY,THEREFORE THE LOT IS 3. GROUNDWATER WAS OBSERVED 21'-3"BELOW GRADE EL.2.75 DURING FIELD WORK �o DATE BY DESCRIPTION TC 24.75 � I TC 23.85''•. EXISTING 1-1,2 BRN-F-M SAND,TR SILT, ( ) > i BC 24.25 ' 2� 0 BC 23.851 i DOMESTIC WATER WALL 7 GRAVEL • SUFFICIENT. BY SOIL MECHANICS ON DECEMBER 14,2017. 24.70 24�-- �"'" `� ` _ SERVICE I I 5 (SP)(3b) • • • REVISIONS 4. REVIEW OF THE AVAILABLE GROUNDWATER ELEVATION DATA FOR THE AREA AROUND d - t UTILITY POLE • • THE SUBJECT SITE REVEALS THE HIGHEST EXPECTED GROUNDWATER ELEVATION OF 0 24.75' _ II II!TY BRN.SAND,TR SILT.GRAVEL Q C; 1 SP 3 SANITARY SYSTEM SIZING CALCULATIONS - - b 25.00 - \, Q5 •- t* LIGHT POLE { ){ } • • 3.58(NAVD 88)AT THE SUBJECT SITE.THIS ELEVATION WAS DERIVED BASED ON THE I •24.80' 24.80 25 00 r. ` ,a 4 - • PARISH CENTER: �• �Ci� 1 BRNJ TAN FINE SAND,TR.SILT, • • _ HIGHEST AND CLOSEST GROUNDWATER ELEVATION DATA RECORDED ON USG5 1g 94 LCt� c:? �� ors• SIGN - GRAVEL • HOUSE OF WORSHIP WITH MEETING ROOMS-4,523 SF(269 OCCUPANTS) MONITORING USGS WELL#405830072331502 S 6558.2 19. 2 57.81' , NON-MEDICAL OFFICE=981 SF r%; J _ l 24.90 EN:ExT v / >, (Sp) a) • o 1 tL� STORAGE-1;545 SF r I I FIRE HYDRANT • • - 5. THERE ARE NO KNOWN EXISTING WELLS PRESENT WITHIN 150' OF THE SUBJECT . � �N I �>, za a - .., � BRNJ TAN F-IV!SAND,TR.SILT, �, PROPOSED SINGLE-STORY PARISH CENTER 25.0o L ;<, Y' �' 'METER GAS PROPOSED GAS r 10 GRAVEL PROPERTY. r mw WATER VALVE •, CALCULATIONS s T �r WITH UNFINISHED PARTIAL CELLAR 1 124.95 �� � � , -,25 0� � __ t;Y ��,. ��1ETER SERVICE � 7 (SP)(3b) • • SANITARY FLOW x UNFINISHED PARTIAL CELLAR:2,020 SF Q, A PROPOSED Xt� ak� v 3 $ INLET �� * • 6. THERE ARE MAPPED DEC WETLANDS WITHIN 300'OF PROPERTY BOUNDARY. REFER 24.90 l,, 1 FIRST FLOOR:$,�f}$SF TELECOMMUNICATIONS � �, ( ( 10 BRN.FINE SAND,TR.SILT, ••1 GRAVEL • •• HOUSE OF WORSHIP WITH MEETING ROOMS=269 OCCUPONAL SANITARYTOF CCIUPANT-1,345.00 GPD ! y 1,345.00 GPD TO VICINITY MAP FOR ILLUSTRATION OF PROXIMITY OF WETLANDS TO PROPERTY s BOUNDARY. V 11 E � 24.85 ' 5.00; 2500 SERVICE.REFER TO DRYWELL --2 COVERED ENTRY:273 SF N v C� (SP)(3b) • <. PLANS BY OTHERS FOR ` �A ° 7. THE CONTRACTOR MUST NOTIFY THE TOWN ENGINEERING DIVISION AND SCDHS 24 664 BLUE POINT ROAD UNIT B S 97.2'' F F EL.25.00 B-2 I $ (MORE INFORMATION eis . 4 � /� • GRAYWATER FLOW r 40.23' U } DRAINAGE PIPE • • HOURS IN ADVANCE OF THE COMMENCEMENT OF ANY ON-SITE DRAINAGE,SANITARY, HOLTS IL NEW YORK 11742 ____ ) ' .:,n: 1�+-I � • HOUSE OF WORSHIP WITH MEETING ROOPa9S=269 OCCUPANTS x 2.5 GPD(OCCUPANT=672.50 GPD I'E� 25 00; ��,3 UD 101' -`'+ / to ro SANITARY MANHOLE ® 15 BRNJ TAN F-M SAND,TR.SILT, • • • CUR R PAVING WORK. V(6 311 9 61-0 rJ®6 L..__:-..01 25.00 B 0 25.00 - 1 4 - _ _ ( -g� 1 YL �e COVER GRAVEL • • TOTAL FLOW=1,345.00 GPD+672.50 GPD=2,017,50 GPD T- T---/s- 7 - -T- 1T`---7m- T 8. ALL ELEVATIONS DENOTED ON THIS PLAN REFER TO NAVD88 DATUM. WWW.KeyCivilEngineering.COn1 - - G - V L0 v 1/6 7 (SP)(3b) 3 1! • _ •* CLEAN-OUT • 0 - t1, 'Fa. --- ,?�� • I/A OWTS(FOR SANITARY FLOW) /cyv '\\ -` �a�--- 1 STY s ' Q R:MX TANK o SANITARY PIPE - ------ • * • MINIMUM REQUIRED CAPACITY=1 DAY TOTAL FLOW=2,017.50 GPD x 1 DAY=2,017.50 GALLONS UTILITY CROSSING TABLE PROJECT NAME c TF'5`' BOTTOM OF UTILITY T PROPOSED � 7-7ju PROPOSED 1-1/2" ------- S 8',,;2`LP � n SANITARY /' , • USE(2)HYDRO-ACTION AN-1100C CROSSING TOP OF UTILITY BELOW CLEARANCE 2 TRANSFORMER. v DOMESTIC WATER > • • TREATMENT VOLUME=2,200 GALLONS ABOVE ROMAN CATHOLIC CHURCH OF THE SACRED ® ;GR 23... K }? STRUCTURE • REFER TO PLANS BY SERVICE v III 'La • • (EXCEEDS REQUIRED CAPACITY OF 2,017.50 GALLONS) 23.00(6"0 STORM) 20.50(WATER) 2.50' HEART PROPOSED PARISH CENTER OTHERS FOR MORE Q`' 1= i z �, W WATER SERVICE W 5 • "W"T INFORMATION. N�Q =,. - • • 14300 MAIN ROAD Z \ zas w.w.' _= h s aq FIRE SPRINKLER S BRN._F-M SAND,TR.SILT, • EL.=2.75 LEACHING POOLS 20 23.00(TO STORM) 21.50(GAS) 1.50, 11 vER� 1 v I" I f 6 GRAVEL • • - DESIGN FLOW =2,017.50 GPD MATTITUCK, NY 11952 SERVICE • 3 23.00(6"0 STORM) 21.50(ELECTRIC) 1.50' ,? Y �`t"� 2a.4 �.� (SP)(3b) LEACHING RATE =1.5 GPD/SF /� r • • TOWN OF SOUTHOLD COUNTY OF SUFFOLK z;2 a 3 0. EXISTING SANITARY G GAS SERVICE G • REQUIRED SIDEWALL AREA =2,017.50 GPD 11.5 GPD/SF=1,345.00 SF 4 23.00 6 0 STORM 21.50 TELECOM 1.50' -- ": �;,, • • ( ) ( ) DIST.: 1000, SECT.: 114, BLOCK: 11, LOT: 1 SYSTEM TO REMAIN E UNDERGROUND E • • • USE THREE(3)LEACHING FOOLS WITH 11.3'EFFECTIVE DEPTH AND ONE t LEACHING POOL WITH NOTE:PROVIDED CROSSING INFORMATION IS APPROXIMATE.CONTRACTOR TO '\ (OUTFACE#2) ELECTRIC SERVICE 0 • 11.5'EFFECTIVE DEPTH. ( ) FIELD VERIFY EXISTING LOCATIONS AND ELEVATIONS PRIOR To CONSTRUCTION 2,s \ £ Y ` ,� �✓ �✓ \ W.W. ; 1 STY /DRT 3$&; �, 00.00 25 • • TOTAL STORAGE PROVIDED=31.42 FT x 45.4 VF=1,426.47 SF AND NOTIFY ENGINEER OF RECORD OF DISCREPANCIES IN WRITING -�, fFZ'.67 GRAVEL D;INcRn SPOT GRADE DRAWING TITLE 3s �r ' END OF BORING 25'-0" (EXCEEDS THE REQUIRED SIDEWALL AREA OF 1,345.00 SF) STEPS - AJG 2a5 PROVIDE TWO 2 EXPANSION LEACHING POOLS wUUD �' � �' �`• -- ��� ---, '`1 u ec �' TOP/BOTTOM OF TC 00 00 I e4,9 I I BC 00.00 ( ) ie;,[p1 r-• CURB ELEVATION I ` I N W o¢I iy>�•�S � 1 I I I coNTouR ,57 NO SB CLASSIFICATION SCTM NO.: 1000-114.00-11.00-001.000 SANITARY UTILITY LA o 'S ,, r ( �� 2a., ale ,< O TELECOM MANHOLE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL o w L:.i U I 0 � 3 �- COVER Q`com �'Sa I I I TREE BORING LOG DATA SHEET SCDHS REFERENCE NO. C24-0297 w N Z) ' (BORING BY:SOIL MECHANICS DRILLING CORP.) DATE: 05/03/2024 LIMIIT OF CLEARING j d FRAME ` µl � _ FIELD DATE:12/14l2017 GARAGE 'Ss•3Q� '3.a 238 - -�� c� ( &GRADE -�LC - N.T.S. � DISTURBANCE SCALE: AS SHOWN now or for Merl �•w - N \ SOIL BORING B-2 e I PROJECT NUMBER: 23200 ©oU 171er/ .., a FIRE DEPARTMENT REFERENCES I 9 as Haas/er Y I Fa,,,"E .�„ �` '\ �,;, � � � DRAWING BY: AM �"� I Andrea Or GWLGE N$9"5g'Jc�:, �n;ri" CONNECTION(FDC) HaUsJer& now ` THIS PLAN REFERENCES: L fOr oy E or Ma/comson i 275,45x ; CHECKED BY: MP "- TAX LOT• fRE " BOUNDARY AND TOPOGRAPHIC SURVEY ° c� ° SANITARY STRUCTURE SCHEDULE C USE: 27 now or former/ �tfiAGC PREPARED BY: APPROVED BY: MP t RESIp I A3pl*r DR'V -Y :.03 5.2y h �' AMERICAN ENGINEERING&LAND SURVEYING P.C. O Q. � ZONE;R ENE Sohn q. Y nOytr OI- ESA STRUCTURE EFFECTIVE TOP OF BOTTOM INVERT INVERT PUB '40 ( TAX eaC�f jVi I former STRUCTURE TYPE RIM/GRATE 1171 OLD COUNTRY ROAD-SUITE 6 Don / NUMBER DEPTH RINGS OF RINGS IN CUT p ALTERATION OR ADDITION TO THIS ° O � I PUBLIC WATER I USE• RESIDE z$ nn C°�,fanZO Y PLAINVIEW,NY 11803 SEAL&SIGNATURE. DOCUMENT EXCEPT BYALICENSED U I P ZONE;R-40 US TAX L Linda COstan & S 1 PROPOSED 4'0 PRECAST CONCRETE PRETREATMENT TANK -- 24.11 20.90 20.40 DATED:02/19/2024 PROFESSIONAL OF ENGINEER SECTION IS A UBLIC wA T ! E: RESIDEN LOT, 29 TAX L07 z0 A=24.13 O. NEW kO.n SUB-DIVISION 2,OF THE NEW YORK ER I PUBLIC w ZONE:R-40 USE; RE 30 S-2 PROPOSED I/A SYSTEM HYDRO-ACTION AN-1100(H-20 RATED) --- B=24.05 --- 20.00 19.50 BUILDING ARCHITECTURAL LAYOUT ,<<G 6 PIL()�-� T,t STATE EDUCATION LAIN A TER ZONE`R ENTIgL C=24.05 PREPARED BY: �Q �,Q• PUBLIC• WA TER I try DRAWING No: I � JMN ARCHITECTURE P.C. ( I A=23.85 406 NORTH COUNTRY ROAD _ S-3 PROPOSED IIA SYSTEM HYDRO-ACTION AN-1100(H-20 RATED) --- B=23.77 --- --- 20.00 19,50 SAINT JAMES,NY 11780 GRAPHIC SCALE C=23.77 DATED:04/03/2024 NOT t�.x kI'�'� w de ALED ' >" C 0 40 C GI'' 90 £if PROPOSED 10'0 PRECAST CONCRETE DISTRIBUTION LEACHING POOL WITH FRAME AND I. REPORT&SOIL BORINGS OVERALL SANITARY & UTILITY PLAN SOLID COVER 11 5' 23 60 21 50 -50 19 25 PR PARED IBY:L 0815 P 19 00 S S-5 PROPOSED 10'0 PRECAST CONCRETE LEACHING POOL WITH FRAME AND SOLID COVER 11.3' 23.40 21.50 7.50 18.80 --- SOIL MECHANICS DRILLING CORP. OpI�C�R!_ O� 3770 MERRICK ROAD Know what's below. ( IN FEET ) S-6 PROPOSED 10'0 PRECAST CONCRETE LEACHING POOL WITH FRAME AND SOLID COVER 11.3' 23.50 21,50 7.50 18.80 SEAFORD,NY 11783 Call before you dig. 1 inch - 40 ft. S-7 PROPOSED 10'0 PRECAST CONCRETE LEACHING POOL WITH FRAME AND SOLID COVER 11.3' 23.20 21.50 T50 1&80 VICINITY MAP BACKGROUND DATA 1-800-272-4480 PROVIDED BY MAPS.GOOGLE.COM MARL PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER J081558 5 OF 14 YAKey ClviftProjects12023123200._JMN Archi•,ecture_14300 Main Road._MattitucklDrawings!Key Gvi1123200,_2025.04 11-_SPP9-_SPDES_RPZ3.dwg ISM) , �A, INSTALLATION INSTRUCTIONS PUMP/COMPRESSER POWER CIRCUIT BACKFILL WITH NATIVE SOIL .. ,►✓✓ 24 0 CHIMNEY SEE NOTE 13 10'0 X 8" THICK TRAFFIC RATED <,, HYDROACTION TOPPING SLAB 1. EXCAVATE SO THAT TOP OF THE 4-FOOT HIGH PERFORATED PRECAST CONCRETE MANHOLE 'S (DEDICATED 110 V SERVICE ON A 20 Atti1P BREAKER) BASES ARE 4.50' BELOW FINISHED GRADE. THE PERFORATED PRECAST CONCRETE MANHOLE 24" HEAVY DUTY LOCKING 8'� X 8° THICK TRAFFIC RATED FOR AN800 AND AN1100 APPROVED Aso +',ti ., CB1 - HYDROACTION TOPPING SLAB Cl COVER TO GRADE BY SCDHS APPROVAL NO. NS-002 SECTIONS SHALL BE AS PREVIOUSLY APPROVED BY SCDHS, SCDPW OR NYSDOT FOR TRAFFIC i� M1 �� t Y (3 LOCATIONS) BEARING STANDARDS. F1, r - SEE NOTE#2 FOR PRETREATMENT TANK SEE NOTE 12 SEE NOTE 11 BLK BLK ELK Z�� - -- SPRAY BY PREVIOUSLY APPROVED BY SCDH 2. INSTALL 4-FOOT HIGH PERFORATED PRECAST CONCRETE MANHOLE BASES. �Y � t � � `� ---\-`- ' I SEE NOTE 11 x n t PUMP a 12 W'H? WHT i REMOTE PLC CONTROL PANEL _ 3. EXCAVATE 5.33 BELOW PROPOSED INVERT IN ELEVATION FOR B0TT00.f OF PRETREATMENT N ,t\ MOTOR �i PUMP RATINGS: W/HP 150 COMPRESSOR COMPACTED NATIVE FILL, TYP �, 18" TANK AND EXCAVATE 6.83' BELOW PROPOSED INVERT IN ELEVATION FOR BOTTOM OF �'• �2� �%i m EC50-30-L-150-PLC AS S-_E NOTE 10 c�i 18 ''�' 26p ' 3/4HP @ 115V TREATMENT TANK. „ :.-� Marratooki MANUFACTURED BY OPS(OR , C62 M2 CSR 6 LOOPS - J 15,0 F.L.A. APPROVED EQUAL) PENETRATION HOLE 4. FINISH GRADE NATIVE SOIL BELOW THE PROPOSED TANKS TO BE LEVEL ±1/4-INCH. ' �y�oEl Pt3C . BLK RP1 ------- �' RECIRC \`, PUMP RATINGS: SEE NOTES 7 & B , ___ ___ ••�.�. ___ , 2"�IMIN 5. INSTALL PRETREATMENT AND TREATMENT TANKS ORIENTING THE PREDRILLED HOLES IN THE ' `'�r (4 LOCATIONS) ___ ___ , " 10 MAX r @ BETWEEN BOTTOM OF SLAB CORRECT ORIENTATION AS SHOWN IN THE PLAN. ' ! PUMP 3/4HP 115V AND TOP OF ACCESS COVERS 6. PLACE AND COMPACT NATIVE BACKFILL BETWEEN PRECAST CONCRETE MANHOLE BASE AND IVIIUCIt _ -- -� �VH? WHT -- , FROM DWELLING I Av -- ��-- --- - - --- N ------- MOTOR �� 15.0 F.L.A. INVERT IN PER PROPOSED PLAN TO TANKS. BACKFILL SHALL BE PLACED IN RANCH MAXIMUM LIFTS AND MECHANICALLY k !I G -,� � DRAINFIELD - COMPACTED. CEASE THE PLACEMENT OF THE FILL 3-INCHES BELOW THE CROSSOVER PIPE. Sffo1K "� '. _. t4 t Who PRIES) 6 WETLANDS t L0 - C63 o/ 7. REMOVE A 1-FOOT X 1-FOOT SQUARE HOLE AT THE BOTTOM OF THE 3-FOOT HIGH PERFORATED t M3 L` rY" , \/\\ \\ \\ \ \ \\ \\ \\ \\ \\ \ \\ \\ \\ \\ \\` o o " ; BOUNDARY BLK -" ; BtK BILK r �� \ / // // // // // // // // // '/ // // //,� r� III o PRECAST CONCRETE MANHOLE AND SET THE HOLE DIRECTLY OVER THE INLET PIPE AND ON "`"" ! ���` t_7 MIXER PUMP RATINGS: /\/���� TOP OF THE 4-FOOT HIGH BASE. PUMP ;3/4HP @ 115V 8 0 PRECAST CONCRETE i III o PERFORATED MANHOLE 8. REMOVE 1-FOOT X 1-FOOT SQUARE HOLE WHERE THE CROSSOVER AND OUTLET PIPES WILL BE r= � ""T N ---------�� MOTOR 15.0 F.L.A. SEE NOTE 1 INSTALLED. ` ' m �' 9. INSTALL ELECTRIC CONDUIT AND AIR LINES. HYDROACTION 10 PRECAST CONCRETE 96 PERFORATED MANHOLE SECTION , C64 � ,�'�'-'`�� PRETREATMENT TANK `\ `\ 10.[NSTALL INLET, OUTLET AND CROSSOVER PIPES. BACKFILL WITH NATIVE FILL IN 8° MAXIMUM �t:�•. �'� ��` "r' � �' �`; --J- ` DEDICATED 20 A,110 V POWER 1/2"SCH.80 AIR LINE SEE NOTE 5 SEE NOTES 2 "t ; oRY GRY n ----_-___ i COMP. RATINGS: LIFTS TO TOP OF THE PRETREATMENT / TREATMENT TANKS AND HAND TAMP FILL. CAUTION •• .. y% Mapdata©2024 Terms Reportamaperror COMP rl CABLE,ROUTED IN 314"PVC TOAN800 SHALL BE TAKEN TO MINIMIZE TAMPING OVER SEWER LINES AS TO NOT DAMAGE THE T:- - i , 1/4HP @ 115V CONDUIT(GFI PROTECTED) HYDROACTION TREATMENT TANK GASKETED SEAL INTO AND OUT OF THE TANKS. WHT N _________A MOTOR // 5.4 F.L.A. FROM BUILDING TOHS-20 UNDISTURBED GROUND SEE NOTE 5 VICINITY MAP RATED JUNCTION BOX 11.INSTALL AND ROTATE TOPPING SLABS SO ACCESS HOLES ARE ALIGNED WITH THE ACCESS COMPACTED NATIVE FILL, TYP BOTTOM OF EXCAVATION COVERS IN THE PRETREATMENT AND TREATMENT TANKS. N.T.S. In NOTE:ALL MOTORS MUST HAVE SEE NOTE 6 (2 LOCATIONS) 12.INSTALL PRECAST CONCRETE CHIMNEYS ON TOPPING SLAB WITH HEAVY DUTY CAST IRON PROJECT DATA ' o0o INTERNAL OVERLOAD HYDROACTION AN-110O CONTROL PANEL SEE NOTES 3 & 4 FRAME AND COVERS TO GRADE. PROTECTION. N.T.S. 13.BACKFILL AND COMPACT THE OUTSIDE OF THE PERFORATED PRECAST CONCRETE MANHOLES TO APPLICANT/OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART PROPOSED GRADE WITH NATIVE BACKFILL. BACKFILL SHALL BE PLACED IN 8-INCH MAXIMUM 2783B MAIN ROAD LR1-Q1 LIFTS AND MECHANICALLY COMPACTED. CUTCHOGUE,NY 11935 ELU REPIWH M1 "!.T P.O.BOX 926 t I LR1-Q2 HYDRO-ACTION H2O KIT (AN1100) 14.CONTRACTOR SHALL CONTACT WASTEWATER WORKS, INC. AT (631)-591-0818 TO ADDRESS TAX MAP NUMBER..................... Dist.1000.Sect.114,Block 11,Lot 1 BLu z PINwv"" M2 ti'''"' N.T.S. QUESTIONS OR PROVIDE ADDITIONAL INSTALLATION INSTRUCTIONS. SITE AREA.................................. 242,298.52 SF(5.5624 Acres) pIrJK„�;•y AY DEDICATED 20 A.1 V POWERCABLE, CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE(RO) RECIRC RUNNING ROUTED IN 314"PVC CONDUIT(GFI I_R1-Q3 - PROTECTED)FROM BUILDING TO HS-20 CURRENT USE........................... CHURCH BLu YELAAA1 <H- RATED JUNCTION BOX �� -- -......._._-_____.__-_-----------------._..--------.._-_..._....____. -----.-.-- hv�3�.-_-"- PROPOSED USE......................... PARISH CENTER �._ ........ ........... .......... ........................................... ..... .................. ................................................ ... . YEL]WH J EXISTING :Print/Part Number ; Description ; Revision ....Date ............ .................................... ....... ......... ............................ .......... .. ......................... .... ... ........ INT............... 7 F EXISTING FOOTPR 8 56 S G\ MIXER RUNNING RiEO PLC CONTROL PANEL WITH INCOMING SERVICE HA-190312-U AN-1 1 OO Wastewater Treatment System 5/15/2024 PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) BL _ \ v�� r HP80 COMPRESSOR MODEL ....... ....... .. ............ ...... . .... .._ . .. ....... ..... ....................... ..........._.............................I............................ -.. .......... ........... .......... ........... .._....... ...... .......-........................... .................................-.... .- _--...__.... - --.........__._.___ COVERED ENTRY:273 SF u z ,t NEW 20 AMP. LR1 EC50 30-L 0 PLC AS!1P NUFACTUREp Tanks installed individually and plumbed onsi!e. ITEM NO. Part Number DESCRIPTION QTY. I GROSS FLOOR AREA................ LOWER LEVEL......................................2,020 SF �- 1 POLE BREAKER - C; BY�.f S _R APPROVED EQUAL) r LR1 Q4 ( Q ) • WITH AREA BREAKDOWN) BLu ! R-D 178 Mln.""""'.........."'"........'-'........'-'.................................................... 1 HA-AN i 100-P Tank AN- 245 ATU AP 1500 1 ( ENTRY LEVEL.......................................8,508 SF r ( ) TOTAL...................................................10,528 SF r7_._._......----- - -_._.._.................---= --------...._..__..._.......-_...__...----- ._.- 16 PLC INPUT I (` Lifting Locations---��----�� BLu AS-1 PINK UTILITY / 2 HA-180116 AN-1100 Pretreatment (PP1200) 1 _ --_. REFER TO MANUFACTURER FOR % r� U INSTALLATION DETAILS ' �i % U2 alu RED RUN AUD. "'. �, `.; %, 3 A-13005X Assembly, Re-Circulation AN-1100 1 0. ALARM = 245 Complete JUN 2 7 2025 CIRCUIT I .; BREAKER _ I I METER ' BRN PANEL N ::x:. / SOUTHOLD TOWN MUTE - r `.' oRc HYDRO-ACTION HWA CONTROL 4�'82 PLANNING BOARD BLu PANEL D gJ -__..._.._..... -......._..._.._...- ------o l TEST Z `' `" °" 3:' 1) All auxiliary plumbing,wiring,and installation methods must conform to I O ALARM EX.GROUND ROD r: •!': '" :; all county, state, province, and local code. ! LIGHT 2 All plumbing and connections to be plumbed with SCH 40 pipe or �--� RED BLK RED WH NOTES: _ ,,. ; ( equivalent. ,.y. 1. BURIED ELECTRICAL POWER CONDUITS SHALL BE A MINIMUM OF 24 INCHES BELOW GRADE. ` 9 04/11/25 AD REV.PER TOWN AND NYSDOT COMMENTS ........ 2. ALL ELECTRICAL WORK TO BE PERFORMED IN ACCORDANCE WITH NEC. ..........................................................................""" 3 Flange Width # 3) All pipe and conduit penetrations to be sealed with Adapt-A-FIeX O Liftin Locations-- ` g - - grommets that meet ASTM C 1644. 8 02/05/25 AD REV.PER SCWA COMMENTS DATED 01/28/25 ENABLE _ ELECTRICAL ONE-LINE DIAGRAM DETAIL m All Risers and Lids Cp24" E'IU -- 4) All manufacturer electrical connections are terminated in NE^✓lA rated 7 01/27/25 AD REV.PER SCDHS COMMENTS DATED 01/24/25 ; 1 1_-�� I 2 �.._-.-----._-_ -.. -__.__ ...- .._YEL ------_...._.._-..........__.._...------ I'I PLC INPUT N.T.S. Sewage Inlet enclosures with NEtvtA rated cord grips. (NFMA 4X Min.) L'_T /L`- 1L-L J! O Treated Effluent Outlet s 01/21/25 AD REV.PER UPDATED SEPTIC LAYOUT rrt 3 (Gravity) 5) For details pertaining to installation requirements, (tank assembly, REV.PER UPDATED ELECTRIC AND RPZ WATER _ . _._......_...___... int"ernal plumbingconnections,wiringetC see HydroAction Insfiallation 5 12/06/24 AD SERVICE LOCATIONS -.0 OVERRIDE Manua,an additional System decal prints. ELECTRIC AND TELECOM 6LU ' YEL'YvH IZ PLC INPUT 0 I d M SERVICELOCATIONS , ( y - S s p. - �- 6 Any additional questions pI to H droAction AN series REV.PER TOWN COMMENTS DATED 09/11/24 AND 4 11122l24 A i CSR D 89 ) pertaining 3 10/02/24 AM SCDHS COMMENTS DATED 10/02/24 { 110.2 wastewater treatment systems, contact H droAction. --� Btu , WHrPINK DOMED SHAPE FOR MAX!MU 7C 1 I4 PLC INPUT LOAD STRENGTH 2 07/19/24 AM ISSUED TO TOWN \ aC 80 :: :: " TAN 04 o --- - - - PLC INPUT HANDLE FOR EASY REMOVAL 1 05/14/24 DD REV.PER CLIENT COMMENTS t 70 TIME DOSE I7 OF SAFETY SCREEN D 92 NO. DATE BY DESCRIPTION BLS -o.----------.----- DEMAND c 64 :x -- - --Hydro-Action Specifications n Model AN-1100 REVISIONS SPRAY �% TAPllWH _ Daily Treatment Capacity _ 1,100 Gallons I8 PLC INPUT n 80 c 2�_ Total System Working Volume 3,108 Gallons NOTES. 1. FLOAT SWITCH TO BE RATED 2 AMP AT 120V MINIMUM. MAIN PANEL DISCONNECT MUST BE PROVIDED BY INSTALLER. Z ! /� Pretreatment Workin Volume w , � _. � I g 1 144 Gallons DASHED LINES INDICATE ITEMS NOT CONTAIN IN THE PANEL. SIZED TO FIT INSIDE Pretreatment W1 B1 1tV1 AN BE USED WITH OR FIRST 24"RISER Tank I Aerobic Working Volume 1,381 Gallons ` REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS IS 16 in-Ibs. ta25.o8" WITHOUT SCREWS (� I :.... ....:..: „: I Clearifier Working Volume 583 Gallons _ _. _._ - - .._..... _....._.... FIELD WIRING MUST BE A MINIMUM OF 60oC COPPER WIRE. Treatment Certification NSF 245 2. SPRAY PUMP IS ONLY REQUIRED FOR PRESSURIZED LEACHING FIELDS. ATU Tank _ 22 Supply Power Requirement 1 Phase 120VAC 60Hz 20Amp G n 0 TS CONTROL PANELCIVIL Air Supply Hi81ow HP-200/ 7.0 CFM POLYLOK 24" SAFETY SCREEN Tank Material Fiberglass ONE LINE ELECTRICAL DIAGRAM ® - �- ClarifierMaterial -- Fiberglass 664 FLUE POINT ROAD, UNIT B POLYLOK24"OHDPE,PARTN0.3008SSHOLTSVILLE, NEW YORK 11742 (OR APPROVED EQUAL) •- Blower/ Controls Housing Polyethylene �F�- ....................................................... ........... . (631) SSI-0506 N.T.S. � ..................... ;� f; f Drawn by Scale Sheet Material Weight Tolerances Unless Otherwise Specified Signature www.KeyCivilEngineering.com t �.� g. 1:32 1 : 18 Assembly . 2025 +0.25"or 10 ...................... .................. ................................._:............................................. PROJECT NAME ROMAN CATHOLIC CHURCH OF THE SACRED HYDRO-ACTION (AN1100) HEART PROPOSED PARISH CENTER N.T.S. 14300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD, COUNTY OF SUFFOLK DIST.: 1000, SECT.: 114, BLOCK: 11, LOT: 1 TOP OF STRUCTURE PROPOSED 1-STORY PROPOSED CLEAN EL.=22.08 BUILDING WITH OUT,SEE TYPICAL gOTTOPv10F SLAB S-2 RIM B&C EL.=24.05 DRAWING TITLE S DETAIL S-3 RIM RIM B&C EL.=23.77 SCTM NO.: 1000-114.00-11.00-001.000 SANITARY PROFILE & PARTIAL CELLAR EL.=22.33 INLET PIPE MIN.4"0 INLET PIPE MIN.4"0 SDR-35 PVC INLET PIPE MIN.6"0 SDR-35 PVC SDR-35 PVC PITCHED AT PITCHED AT A MIN.1/8"PER FT PITCHED AT A MIN.1l8"PER FT SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL DETAILS RIM EL.= A MIN.114'PER FT S-2 RIM A EL.=24 13 4"0 SDR-35 PIPE FINISHED FLOOR EL.=25.00 24.11� S-3 RIM A EL.=23.85 PITCHED AT A MIN. RIM EL.=23.60 S-5 RIM EL.=23.40 SCDHS REFERENCE NO. C24-0297 - 8"/FT MIN.SLOPE S-7 RIM EL.=23.20 TOP OF _ - `/ c ATE: 05iO3/2024 ' - -"" f '� S-2/.,31NV OUT NV.IN STRUCTURE111 _ EL 19 50 \ _ f _ EL.=20.90 EL.=21.90 \ ---- --- ----- [.y"\ f �_::�" SCALE: - . K s y / ✓ / 20" -- N - - STRUCTURE ®® PROJECT NUMBER: _4 i llif" / TOP OF / I 1 IG:,=- ...---''�.. ..._ _ I�� /j 9 l�®tE EL.=21.50 STRUCTURINV OUT w y', I- 1 4„ CAST IRON PIPE SHALL EL.=21.90 z INV OUT %_ I I .r 3�� ®®1� ®®®i 4" EL. 21.50E AM DRAWING BY EXTEND THROUGH EL.=20.40 ®® FOUNDATION WALL 23"6' 5' :-j I ✓\� ®®� CHECKED BY: MP A MIN.OF 2'. (10'MIN.) �-(M!N.) }.i e j �\ o0 MP I- I APPROVED BY: CELLAR FLOOR EL.=17.00 L�4.0"� I ; 'i("_: ( _ \` w ? S-5-S-7 a- S-2/S-3INV IN / �) Uj - /\ �_� � �I I "='• \ INV IN �w 14' INV IN � \ !_' �\ F > > 14 SEAL SIGNATURE: ALTERATION OR ADDITION TO THIS EL=20.00 \� STRJCTURE S-1 / �` ! ___ L.=19.25 �= EL.=18.80 DOCUMENT EXCEPT BY A LICENSED / // i 8' c> INV OUT EL. INLET PIPE MIN. / /\, _ W C) PROFESSIONAL ENGINEER ISA PRETREATMENT TANK \\��\\ \ \. \\ f.: MIN.` L =19.00 w SDR-35 PVC PITCHED AT N.T.S. �i/�'� /� �j, /\�//\/%\ '\/�/ I I !-r. \�/.� ( w 8' O VIOLATION OF SECTION 7209, A MIN.114"PER FT ;\\� `/\�/\�\\ \\'\\ 666 `_1J PEO y SUB-DIVISION 2,OF THE NEW PORK �' L STATE EUUCATON LAW BOTTOM OF STRUCTURE EL.=16.40 BOTTOM OF STRUCTURE BOTTOM OF STRUCTURE I t >`. P _ f-- 10'-0" BOTTOM OF I � � DRAWING NO: (S-21S-3)EL.-14.67 (S-2/S-3)EL.=12.83 t---10'-0" * W STRUCTURE BOTTOM OF r' �'S t W 3.0'MIN.ABOVE STRUCTURES S-5-S•7 NOT e ALED +� STRUCTURE S-2&S•3 STRUCTURE S-4 EL.=7.50 10'0 LEACHING POOL STRUCTURE(S-5-S-7) n (� HIGHEST RECORDED fi I/A SYSTEM:HYDRO-ACTION AN-1100 10'0 DISTRIBUTION LEACHING POOL EL.=7.50 (SEE SCDHS DETAIL) (SEE SCDHS DETAIL) WATER ELEVATION (SEE SCDHS DETAIL) ^_� N.T.S. 0 (�/- HIGHEST RECORDED GROUNDWATER ELEVATION=±3.58 N.T.S. N.T.S. v -- -- _ -. -. . - - - - - - - - .. _._... ........ ........ ..._.. ...._.. ......_ ........ _.. ._ -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - ^ ____ - -AS PER USGS MONITORING WELL DATA OAROEE �O� CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER OF RECORD FOR REVIEW PRIOR TO CONSTRUCTION FOR MARC PILOTTA, P.E. PAGE No: ANY DETAIL NOT PROVIDED IN THIS PLAN SET. NEW YORK STATE PROFESSIONAL ENGINEER 1081558 6 OF 14 Y:1Key avillProjects12023123200,_JMN Architecture...14300 Main Road"-Mattituckl,DrawingsVey CIviA23200"_2025.0411-.SPP9-_SPDES_RPZ3.dwg 4 1 . F' i HEAVY DUTY GRAY IRON(CL35)FRAME&SOLID COVER '�� �21'���El SETS BY EJ OR APPROVED EQUALS ✓� 260 MODEL No.:V1600-3 RG REV/GS CPH2 CV UND LOCKING '° 113(DI' .. HEAVY DUTY GRAY IRON(CL35)FRAME&SOL! 4"PRECAST CONCRETE E �0�� ¢` O COVER SETS BY EJ OR APPROVED EQUALS COLLAR TO BRINGS " �66� "MIN CONCRETE TOP SLAB ' MODEL No.:V1600-3 RG REV/GS CPH2 CV UND PENING MUST BE OVER 4'0 PRETREATMENT TANK NOTES: MANHOLE TO GRADE ""4 '-< TO SUPPORT H-20 •:. ::, (LOCKING) OUTLET DROP TEE FINISHED GRADE VEHICULAR LOADING(4,000 Mat FINISHED GRADE 1. ALL MANHOLE SECTIONS SHALL CONFORM TOA.S.T.M.C-478, MattltUck LATEST REVISION STANDARD SPECIFICATIONS FOR PRECAST TOP OF RINGS REFERS TO THIS POINT PSI AT 28 DAYS) , �iQs �ILV RECAST CONCRETE RISERS REINFORCED CONCRETE MANHOLE SECTIONS. (SEE SANITARY STRUCTURE SCHEDULE) " UTLET PIPE FORYu'ld1S1JOZ '"I £` , N SANITARY DISTRIBUTION MIDTHVAR\ES) WETLANDS I) � a 2. MANHOLE RISER SECTION TO BE FURNISHED IN UP TO 2'IN HEIGHT, INLET PIP - � BOUNDARYAS REQUIRED. PITCHED AT A MIN.1/8"/FT :� F: _ r. POOLS ONLY.PIPETOP OF RINGS REFERS TO THIS POINT "PAIN CONCRETE TOP SLAB TOSUPPORT H-20 VEHICULAR LOADING 1 1- 20"--1 PITCHED AT A MIN. r (SEE SANITARY STRUCTURE SCHEDULE) 3. LOADING TO CONFORM TO AASHTO H-20 LOADING. - 1 - 1/8'/FT r I, (4,000 PSI AT 28 DAYS) z 12"MIN ' 4. ALL CONCRETE IS TO MEET 4,000 PSI AT 28 DAY SET. 3 0o t t1) m • --- OTee ry x G� 5. ALL OUTLETS ARE TO BE SET AT THE SAME ELEVATION,0.1' I W MINIMUM BELOW INLET(S). /% X ��� ® � CIDFLOW LINE ¢ <l �L Cam ;/ : . 'aa C/ ''>. 6. THE MAXIMUM CHANGE IN ELEVATION BETWEEN INLET AND OUTLET J ® �w� /•ice ,;,,eZgl FROM BUILDING :r INVERT(S)SHALL BE NO GREATER THAN 2 FEET. � i Map data d2O24 Terms Reporta map error _ VICINITY MAP MIN.6"0 SDR-35 PVC PIPE _z / ` ® �01� \ z TO I/A UNIT % / _ \\\ c� PITCHED AT AMIN.1/4"/FT = 0 � MIN.6"0 SDR-35 PVC PIPE r3 1,of G� I > wo PITCHED ATA MIN.1/4"/FT > of ' 13 o L� / N.T.S. �:: � -- .• T0I/A UNIT PROJECT DATA 'OTEE ® o M =1-=3 I� co w APPLICANT/OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART ONOLITHIG N 3 3'-0" 27835 MAIN ROAD BASE SECTION I 10'-0"0 f .BOX 926 MIN 12"M!N CUOTCHOGUE,NY 11935 ' „ . T-O"MIN TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 11,Lot 1 I 4'-0"0 HIGHEST RECORDE GROUNDWATER SITE AREA.................................. 242,298.52 SF(5.5624 Acres) 4'0 PRETREATMENT TANK DETAIL ���-- - CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE(RO) ACKF ILL MATERIAL SHAL N.T.S. L B CURRENT USE........................... CHURCH CLEAN SAND AND GRAVEL NOTE PROPOSED USE......................... PARISH CENTER 6'MIN.PENETRATION INTO A VIRGIN STRATA OF SAND AND GRAVEL EXISTING FOOTPRINT............... 8,567 SF PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) LEACHING POOL DETAIL COVERED ENTRY:273SF N.T.S. GROSS FLOOR AREA................ LOWER LEVEL......................................2,020 SF (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF TOTAL...................................................10,528 SF G3�E�D�C�D JUN 2 7 2025 SOUTHOLD TOWN PLANNING BOARD NOTES: 1. SEE SPECIAL NOTES ENTITLED "OWNER REQUIREMENTS FOR WATER MAINS AND APPURTENANCES" FOR ADDITIONAL INFORMATION ON THRUST RESTRAINT REQUIREMENTS. 2. THRUST RESTRAINT USING THRUST BLOCKS OR RESTRAINED LENGTHS ARE SHOWN ON THESE SHEETS. THRUST BLOCKS, RESTRAINED JOINTS USING TIE RODS, OR RETAINER GLANDS ARE ALL ACCEPTABLE METHODS TO NYSDOT. HOWEVER, THE THRUST RESTRAINT METHOD SELECTED SHALL BE APPROVED BY THE SYSTEM OWNER. 3. IF THE OWNER OF THE WATER SYSTEM REQUIRES A METHOD THAT RESTRAINS INDIVIDUAL JOINTS, EACH 9 04/11/25 AD REV.PER TOWN AND NYSDOT COMMENTS JOINT THAT FALLS WITHIN THE MINIMUM RESTRAINED LENGTH, MEASURED FROM THE CENTER OF THE FITTING, AS SHOWN ON THESE SHEETS SHALL BE RESTRAINED, AND SHALL WITHSTAND THE MAXIMUM 8 02/05/25 AD REV.PER SCWA COMMENTS DATED 01/28/25 SURFACE GRADE PRESSURE APPLIED TO THE SYSTEM. _ _ _ _ _11 4. CLASS A CONCRETE SHALL NOT BE PLACED UNDER WATER. THE CONTRACTOR SHALL DEWATER THE 7 01/27/25 AD REV.PER SCDHS COMMENTS DATED 01/24/25 111=1 I 1=11€-111-111-1 11=111 i111=111-11 I = EXCAVATION OR PLACE TYPE G CONCRETE USING APPROPRIATE UNDERWATER PLACEMENT TECHNIQUES. II I F I-1 1 10'(TYP.) _,,-DETECTABLE MARK-OUT TAPE 5. CONCRETE FOR THRUST BLOCKS SHALL NOT BE ALLOWED TO COVER OR INTERFERE WITH JOINT OR 6 01/21/25 AD REV.PER UPDATED SEPTIC LAYOUT 11 I COLORED FOR UPPER UTILITY AS RESTRAINT HARDWARE. PLASTIC SHEETING OR BUILDING FELT MAY BE PLACED OVER PIPE OR FITTINGS REV.PER UPDATED ELECTRIC AND RPZ WATER TO PREVENT CONCRETE FROM ADHERING TO SURFACES. CONCRETE FOR THRUST BLOCKS SHALL BE 5 12/06/24 AD PER APWA UNIFORM COLOR CODE. DETECTABLE MARK-OUT TAPE POURED AGAINST UNDISTURBED SOIL. SERVICE LOCATIONS COLORED FOR LOWER UTILITY AS 6. FOR BENDS, BEARING AREA SHALL BE PARALLEL TO THE EDGE OF THE FITTING AT THE FITTING MIDPOINT. 4 11/22/24 AM REV.PER UPDATED ELECTRIC AND TELECOM PER APWA UNIFORM COLOR CODE. 10'LONG SLEEVE(SPLIT SERVICE LOCATIONS POLYETHYLENE)PLACED 1-0„ T. FOR TEES, BEARING AREA SHALL BE PERPENDICULAR TO THE BRANCH (SINGLE LEG) AXIS. 3 10/02/24 AM REV.PER TOWN COMMENTS DATED 09/11/24 AND ---10'(TYP.) UPPER UTILITY MIN, 8. FOR REDUCERS, BEARING AREA SHALL BE PERPENDICULAR TO THE FITTING AXIS. THE MINIMUM SCDHS COMMENTS DATED 10/02/24 THICKNESS ALONG THE FITTING AXIS SHALL BE V-O" OR THE LENGTH BETWEEN THE BELLS, WHICHEVER 2 07/19/24 AM ISSUED TO TOWN WIDTH IS SMALLER. 9. THRUST RESTRAINTS FOR SIZES OVER 24 NPS OR FOR FITTINGS NOT SHOWN ON THESE SHEETS WILL BE 1 05/14/24 DID REV.PER CLIENT COMMENTS 12 �-�- PLUG&FERRULE DESIGNED ON A CASE BY CASE BASIS, AND WILL BE SHOWN IN THE CONTRACT DOCUMENTS. PLUG&FERRULE 1"MINIMUM SEPARATION 18"SEPARATION WHERE POSSIBLE HEIGHT NO. DATE BY DESCRIPTION GRADE UPPER UTILITY 10. THRUST BLOCK SIZES AND MINIMUM RESTRAINED LENGTHS SHOWN ON THESE SHEETS ARE BASED 1 8" e• CONCRETE UPON THE FOLLOWING STANDARD CONDITIONS: GRADE 1.5 - SAFETY FACTOR f-HOUSING(3.000 PS) 5'-0" -DEPTH OF COVER REVISIONS 8" •. CONCRETE 10'LONG SLEEVE(SPLIT 200 PSI - WATER SYSTEM TEST PRESSURE HOUSING(3,000 PSI) POLYETHYLENE PLACED 14 PSI - SOIL BEARING CAPACITY � APPROVED SEWER ) _r 90 LB/Cf - SOIL UNIT WEIGHT PIPE LOWER UTILITY OVER LOWER UTILITY APPROVED SEWER PLAN VIEW END VIEW It.FOR INSTALLATIONS NOT MEETING THE CONDITIONS OF NOTE 10, THE CONTRACTOR SHALL SUBMIT PIPE 45"ELBOWS UTILITY CROSSING NOTES: CALCULATIONS TO THE ENGINEER FOR APPROVAL OF RESTRAINT LENGTH CHOSEN. 45°ELBOWS 60,WYE 1. CONTRACTOR TO INSTALL 10'LENGTH OF DETECTABLE MARK-OUT TAPE 12"BELOW GRADE ABOVE EACH UTILITY 12. TO DETERMINE REQUIRED SIZES FOR DIFFERENT CONDITIONS, MULTIPLY THE DIMENSION BY A AND CENTERED ON THE CROSSING. i 2. DETECTABLE MARK-OUT SHALL BE BRIGHTLY COLORED AS PER APWA UNIFORM COLOR CODE FOR EACH UTILITY. FACTOR OF THE SPECIFIC VALUE DIVIDED BY THE STANDARD VALUE. I , EXAMPLE: FIND THRUST BLOCK DIMENSION FOR 12 NPS 450 BEND WITH 100 PSI TEST PRESSURE: TYPICAL UTILITY CROSSING MARKING TAPE DETAIL FROM TABLE "450 BEND THRUST BLOCK DIMENSIONING', ALTERNATE "A" ALTERNATE "B" N.T.S. FORA1004UIRE PSI.AREA20010.125PSIIX (100/200)-="5.06 SF25 SF USE WIDTH = 3'-6", HEIGHT = 1'-6" (AREA = 5.25 SF) CIVIL _ G I F U E 7=R I P4 NOTE UNDERGROUND UTILITY INSTALLATION MARKING TAPE 664 BLUE POINT ROAD UNIT B 1. CLEANOUT(S)LOCATED IN TRAFFIC AREAS SHALL BE PROVIDED WITH TRAFFIC BEARING FRAME AND COVER. 2. ALTERNATE"A"IS FOR BENDS,ALTERNATE"B"IS FOR USE WITH BUILDING EXTE A. SCOPE (631) 961-0506NSION/CONNECTION HOLTSVI NEW 'I 1742 31506 TYPICAL CLEAN-OUT DETAIL THECONNECTIONS.CONTRACTOR ACTOR SHALL FURNISH AND INSTALL AN UNDERGROUND MARKING TAPE ALONG ALL SEWER,WATER,GAS,AND ELECTRIC MAINS& MINIMUM RESTRAINED LENGTH OF PIPE (FT-IN) LR Y gineerin 9 .com FITTING 4 NPS 6 NPS 8 NPS 10 NPS 12 NPS 14 NPS 16 NPS 18 NPS 20 NPS 24 NPS www.KeCivilEn N.T.S. B. MATERIALS 11 1/40 BEND 11 24" V-6" 3'-O" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-3"THE MATERIAL SHALL BE SOLID PLASTIC TAPE WITH A MINIMUM THICKNESS OF 4.5 MIL.THE TAPE SHALL BE RESISTANT TO ALKALIS,ACIDS AND 22 %20 BEND V-3" 2'-0" 2'-6" 3'-O" 3'-6. 4'-0" 4'-6" 51-0.. 5'-6" 6'-6" PROJECT NAME OTHER DESTRUCTIVE ELEMENTS. THE TAPE SHALL BE GREEN FOR SEWER,BLUE FOR WATER,YELLOW FOR GAS,AND RED FOR ELECTRIC,3"MIN, 450 BEND 3'-0" 44" 5'-3" 6'-3" 7'-6" 81-6" 9'-6" 10'-6" 11'-6" 131-6" WIDTH,MARKED WITH THE WORDS,"CAUTION-SANITARY SEWER","CAUTION-WATER","CAUTION-GAS",AND"CAUTION-ELECTRIC". THE 900 BEND 7'-0" 9'-9" 12'-6" 15'-6" 184" 20'-0" 234" 25'-6" 28'-0" 32'-6" ROMAN CATHOLIC CHURCH OF THE SACRED WARNING SHALL BE REPEATED EVERY 16"-36". DEAD END 8'-6" 12'-6" I6-0" 1 19'-3" 1 23'-0.' 1 264" 1 291-6" 1 33'-0" 1 36'-0" 42'-0" HEART PROPOSED PARISH CENTER C. INSTALLATION NOTE: PVC PIPE WILL TYPICALLY HAVE SLIGHTLY GREATER RESTRAINED LENGTH 14300 MAIN ROAD AFTER PARTIALLY BACKFILLING AND LEVELING THE TRENCHES TO A HEIGHT OF 18"-24"ABOVE THE CROWN OF PIPE/CONDUIT,THE ROLL TAPE NOTE: FOR POLYETHYLENE WRAPPED PIPE, MULTIPLY VALUES IN TABLE BY 1.45 MATTITUCK, NY 11952 SHALL BE MOUNTED ON A WHEEL AND SPREAD ABOVE THE PREPARED SURFACE AS STRAIGHT AS POSSIBLE. 'HE TAPE SHALL BE HELD IN POSITION BY ADDING BACKFILL AND HAND SHOVELS BEFORE USING MECHANICAL EQUIPMENT TO FINISH THE BACKFILL. TOWN OF SOUTHOLD, COUNTY OF SUFFOLK 450 THRUST BLOCK DETAIL DIST.: 1000, SECT.: 114, BLOCK: 11, LOT: 1 N.T.S. DRAWING TITLE SCTM NO.: 1000-114.00-11,00-001.000 SANITARY & UTILITY SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL DETAILS 11 SCDHS REFERENCE NO. C24-0297 DATE: 05/03/2024 SCALE: N.T.S. PROJECT NUMBER: 23200 DRAWING BY: AM CHECKED BY: MP APPROVED BY:: MP SEAL&SIGNATURE: ALTERATION OR ADDITION TO THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, t!VU p1LO��0 SUB-DIVISION 2,OF THE NEW YORK y� �+� STATE EDUCATION LAW co �P I DRAWING No: * 111 NOT '',1:f1w ALED ' Ln2 D815 C- p 1 OA'9OfiEO� CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER OF RECORD FOR REVIEW PRIOR TO CONSTRUCTION FOR MARC PILOTTA, P.E. PAGE No: ANY DETAIL NOT PROVIDED IN THIS PLAN SET, NEW YORK STATE PROFESSIONAL ENGINEER 0081558 7 OF 14 Y.\Key Civil\Projects12023123200_JRAN Architecture_14300 Main Road_Mattituck\Drawings\Key Civil\23200_2025.04.11_SPP9_SPDES_RPZ3.dwg �� II �"".. r r � �/ _� '' -'�_ 0.0 0.0 0.0 + //�t I 1�4'el: ,1%1, ,2�, -11. I v-p 0. 0.0 0.0 .0 0.0 0.0 0.0 "'�.Q� 0.0 0.0 0,,,,pr--E3-�' J.0 0.1 0.1 0.2 003 0.9 1..� l.6 1..3 0. 0.1 ✓ 1;t, ...... 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A VICINITY MAP try `. /� i' 4 f J 0.0 0 ! !; j li I•9 0, 0 ( 1 .5 2.n 4. 0.2 0.0 0.U 0.0 0.0 0.0 0.0 N.T.S. T1. ��/� {., j< ! + I< ! I� li C� z o 0 0 +f + + _ + 57.81'. + +:.. .IIi ; E E E a - 19.52' " .." () !• G 4 19 94 / / I ) i `. i `' ! j ! I \ -- `� r.: ss EN/EXT % N etd' ♦ .. - I i. `., I' '.., I<�.; I. , 4,., S.•, ',., i.,. <. Via: i ;.o u.t L u.o L.n L o ��7 r , illI: , G - PROJECT DATA ! o 0 0 0 + + 0 + + + + + e < • ` +I �t < < ' / 1 0 0.0 0.0 0.0 U•U APPLICANT/OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART ♦ , ^ + - ''. + < ; . i , I ,, ,.1 .�, L.o t-o t, o p 2 ... p O :. ... ..- .. .. ... .. , c I o F I . ' .. i as, s 0 I 27835 MAIN ROAD 'tI'll % 0 �� t. I . �., L.3 o LI, 1. P,O.BOX 926 ,� .� I ! 0 + + + + + + + + + + I I ,� .. I I j S. 0 0.0 0.0 0.0 .1 �" 1.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 CUTCHOGUE,NY 11935 t.. i.;! t.:1. L."j '., . '.. _ �: o . L "'to TAX MAP NUMBER..................... Dist.1000.Sect.114,Block 11,Lot 1 ' , ' ` } I . PROPOSED SINGLE-STORY PARISH /� I III i ! I ! i ! 11 ! , �� - --1 _---i 1 rI m /1 �� , _ �� i , CENTER WITH UNFINISHED PARTIAL • • ^ �. I ` 1 '.., i :., t., I i.; I ,. Ii _ tq i_. u Ac.'. t. L.o L.n ..n A L•.o L.o L n L o :ice SITE AREA.................................. 242,298.52SF(5.5624Acres) I �' , � > 4 0 2 0 0 0 0 C 0 0 0 0 0 0 --- rI i m � J U.o 0.0 0.o W CELLAR ,t A I .2 ) {{ } 1 >-• . �• t ! j1 I' - -�' i " I j j' ' I !'. \ n L.n L.o '' o L n CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE(RO r _ .. _L��_r, .. !,. � . , ! .. ! �� �� � �_- L.1 L.1 UNFINISH CELLAR. ) I ! ! ! I 1y1�I - --- Ir o� I �, I!, !. !. h ! I .. I L) CURRENT USE........................... CHURCH f N �! ^,S 11-- �'. ! t,.' �'., ; P. IC `L.3 I n '' o + + + 2�0 + + + + + + + + G E ARTIAL - I } I . 20 SF In rY Q I I i1 IiL i j. I ` i I .0 0.0 0.0 0.p 0.2 FIRST FLOOR:8,508 SF U.3 0.0 U.0 0.0 0.0 0.0 I a,� I�i t I !;. ,. .. _..�. � 1.2 L.E L : I L. COVERED ENTRY:273 SF ., _ , . - O N EXISTING FOOTPRINT............... 8,567 SF J f r73 U, I+ < �� A �r e 0 { G r! i ' Q w j j ' , ' I + /i + + Tl O + + + + + o+ + PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) Lo a z I 1 a o o.o o.o o.o .7 0.� 0.0 0.0 .o U.o 0.0 0.0 F- Q ! COVERED ENTRY:273 SF a-i, ' , �j ' ' + + i.. '. Y �` I� - UYK L._..-__ ��--! 'J.4 3.1 t.. u.0 .0 1 °. \' gy, , ill N ,I I.. t..: l I I i� -- i 97.27' ! ' ' y ^ to a. I i I I � ! - x I GROSS FLOOR AREA................ LOWER LEVEL..................................__2,020 SF ' !. 9.:' �- ' '." L L.o L'.o o � , .,, 40.23' " (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF i.. � III �. �. �. '�. t - !,.=J'.! I '. i I S.v + + + + + + + + + + + + + + + + + I '-- - 0 0 0 0 0 4 1 0 0 0 0 0 2 O 1 0 0 U O 0 0 0 U O 0 �._,_�_._�---. i ! I \e I 0.0 0. 0. 0. 3. TOTAL...................................................10,528 SF ` i i, ti � j L E -, 0 0 0 0. o.o . . I lI ' tj` �,'. I__�____�_.__."_._ail'" '; '-1' ''�' i!i )' •' i" lrt� o I L� t< . n.t o ^,n - w 1. LI J ' �i'k i! . ' , '� ' REFER TO PARTIAL ; Y i0 �" VL� a.2r0�4 -4..a , ;L,/ + + + + + + + + + + + + + + + + + + + + + + + + ;�ni jlI t`' i � I �� LIGHTING PLAN I `� - , 1 o.o go o.o f�o.o o.o o.o 0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.o r3�Cc� O�IC DD , t , � ==a,.. ET) �i 9 � � L + + + + + ( ® + I + + + + I + + + + + + + + + + + + + JUN 2 7 2025 . . t (THIS SHE .`. 0 h , �/ 0 0.0 0.0 0.0 0.0 0.� 0 0 0.0 \0.0 0.0 0.0 0.0 0.0 W 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 i . i .�- i.4 0 o L o L " / SOUTHOLD TOWN �y O Z ! I \` k - E I^ I�wFPLANNING BOARD �, t.s s.c��,_ <.o o n L'.n LlnO.J L -' '.. m,r, ® irr rr trj`•mm rr�i rir .;61 j` ,m6fir,' mamm � wit' w � rsr L' + + + + + + + + + + + + + + + + + + + + + + + + v II r'--�r'"r \ . 4 .0 0.0 U.0 0.0 0.0 U.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0 0.0 O.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 " , -- ` ( 0 T ' ^ �'1_-• •,.: .:.• : '.■ '..,Ij '. t. <.^ .. .. ,. t.� i'y .. .v , Ii I ' / 0,C-\\ L, ,.. �.1 ♦.., L' t :.to L'.0 L.7 L' C rcr�l ` U;' \ 1 f )�. �� . ♦ .0 0.0 p.0 p.0 0.0 0.0 0.0 0.p p.p 0.p[- 0.0 0.0 C).0 p.0 p.0 0.o p.p 0.0 o.p 0.0 0.0 p.0 0.0 p.0 0•ull7" U.0 0.0 , , + , . - . ! , , • ,�, , t ' .-,--_r ' S .. t ,.f ..1 ' , i u.0 L 0 L C C c g y . �I of 1 . 10. 1 \ - -- ' , IT I. r ry L.: L.4 S.� L.� L. LL '., ✓ i,,. i,- L, t. - t. \; T 4 -1 + + + + + + + + + + + + + + + + + + + + + + 1 - 9 04/11/25 AD REV.PER TOWN AND NYSDOT COMMENTS ' Ij 0 0.0 0.0 0.0 ) 0.0 U.0 0.0 0.0 0.0 0. 0.0 0. U.0 0.0 O.0 0.0 0.0 U.0 0.0 0.0 0.0 0.0 0.0 U.0 , i I . �r. . t .. ,h .�®� (. _ _� L I 8 02/05/25 AD REV.PER SCWA COMMENTS DATED 01/28/25 i L.n ! m, <,� �t - r ti ors REV.PER SCDHS COMMENTS DATED 01/24/25 . . - t ��1' _ . - =, ' L.a 6., PARTIAL LIGHTING PLAN `' i. `-------t ors II 7 01/27/25 AD > �0 L- ... 5"y;; 0 01/21/25 AD REV.PER UPDATED SEPTIC LAYOUT . - , ,IC %�� SCALE:1"=20' 11 I B B ®.- a',,a , I 5 12/06/24 AD REV.PER UPDATED ELECTRIC AND RPZ WATER i� L= '� r. < , i L.o L.1 L.o o L.n n SERVICE LOCATIONS u l REV.PER UPDATED ELECTRIC AND TELECOM �`' f� m B ! �` ( I 4 11/22/24 AM 1. • _ B ' "., L-o , CD o L,o L,o L o SERVICE LOCATIONS I cL C.", REV.PER TOWN COMMENTS DATED 09/11/24 AND 5. a.11' 9.11' , ----- A 19.52' 19.94'" 57.81' N ;T ° r� L L.o L n L.n L.o o I 3 10/02/24 AM SCDHS COMMENTS DATED 10/02/24 ,'f /.� I E"' C � „ ' ' ,.. L.o L.o L.o L., L., REFER TO DETAIL SHEET (SHEET C-11) 2 07/19/24 AM ISSUED TO TOWN j ED PROPOSED SINGLE-STORY PARISH CENTER , ' �� I < 1 05/14/24 DD REV.PER CLIENT COMMENTS .r WITH UNFINISHED PARTIAL CELLAR n. L.o ° ° L., SITE LIGHTING NOTES FOR LIGHT POLE DETAIL. �" �> t p �`� NO. DATE BY DESCRIPTION s �.j A ' �W UNFINISHED PARTIAL CELLAR:2,020 SF . I . � . �4 � b ' 0'. 1:o L.o Q L' o L'., pD ( 1. REFER TO SITE PLAN(SHEET C 1)FOR ADDITIONAL NOTES. { u, FIRST FLOOR:8 508 SF p��c��, )• ' �, y �� a, .n L.o L n L.n L.• o I 2. NO REVISIONS,ALTERNATES,OR SUBSTITUTIONS TO THE CONTRACT DOCUMENTS ARE ALLOWED WITHOUT PRIOR REVISIONS n I I COVERED ENTRY:273 SF N I A i \+ /'� + . 97 2i i1 . •' . a n an L. L.n L.o WRITTEN APPROVAL FROM THE ENGINEER. . �4 m i 11 w. . G,�_ 40.23' F ANDLE . _� , WT . , C;u^ L o L o L o L o o 3. ILLUMINATION LEVELS SHOWN IN OOT-C S -- CALCULATION SUM ARY - -/ jt.4 . ' j L.o L.o L'.o C? , L.n L.n L.n 4. ILLUMINATION LEVELS ON THIS PLAN HAVE BEEN CALCULATED FOR PROPOSED SITE AREA LIGHTS ONLY.ACTUAL ` `�-/I,_/ �. ' ". <' i' L�at'" w+ t �� LABEL CALC TYPE UNITS AVG MAX P;11N AVG/P":!N MAX/MIN MAXIAVG � � x. �F f ' i ILLUMINATION LEVELS IN THE FIELD MAY DIFFER FROM THOSE DEPICTED ON THE PLAN DUE TO INTERFERENCE1. , i +' ° �' i. L.. L. 1.. "R.21 '.o L.o �. L.o EXISTING/AMBIENT WHOSE ILLUMINATION LEVELS ARE NOT REFLECTED ON THIS PLAN. I . .Iti a , `. / '' ..: . . 0 ,.' ( � - a f L17 I FROM E OVERALL SITE ILLUMINANCE Fc 0.27 4.8 0.0 N/A N/A 17.78 ��- T L.o L.o L.a L.o C3., L.-I L.o L.o 5 T I TRY PLAN REPA D B ER i i t' Q . LIGH C RCUI P RE Y OTH S. L' Ic- 1 1 .. ,... i c�. p • :. w ,q�j • < " GC,+;�;, PROPOSED PARISH CENTER AREA ILLUMINANCE Fc 0.51 4.2 0.0 N/A N/A 8.24 �� �'� I" ''� �.'.1� ; � � ., Yr `�; "� ?'o °.o °'o '1� 6. ILLUMINATION LEVELS SHOWN ON THIS PLAN WERE CALCULATED USING AGI32 PHOTOMETRIC SOFTWARE. , Et / .� - -_ ,.n ,;.o ,.o L., L.o L.o L.o i t.� t.., t i , ' ' , ' v,' E- 7. NOTE:ALL LIGHTING TO BE SET ON PHOTOCELL SENSOR TIMERS,WHERE LIGHTS WILL BE TURNED ON 1 HOUR O AFTER DUSK UNTIL 10 664 SLUE POINT R®Q®� UNIT Z!i" � r �r'a� r� 4r ter'�r rii�rr w�' i� ie':a is ® ter ar L re1rt.� iu�tL s i�w air as o t L.o L.o L.o L. L.n L.n ':.n t F9 HOLTS 11742 -----.-� a , .o L.o I 8. ALL EXISTING LIGHT FIXTURES"E"WILL BE RE-ORIENTED IF THEY DO NOT COMPLY WITH THE 90'ANGLE REQUIRED VILLE, NEW YORK '. t. ,. . I. t.o �.o f L L L (6311961-0506 < I BY TOWN CODE TO COMPLY. 0 C, t -� www.KeyCivilEngineering.com �,., , L.: ' x''.. , . `� M1 ,3 9. ONLY 1.85 ACRES (i OF SITE) IS TO BE RENOVATED AND ALTERED, LIGHTING HAS BEEN PROPOSED TO MEET �1 1 ,,.o -n u.o L.o L.o L.o L'•o REQUIREMENTS FOR AFFECTED AREA ONLY. �•• : GUY t . . . D. , ,..C u. L ^ ' ,:. �,,,, /"IF../ .: ,,.,,. /,r 0 ' � �' PROJECT NAME ... C ff[ifi7 ,,. _ L.o /' 0. R + p . + . + e •r" ! ! n t .� . . " , <;'>. , LA u., L' n L'.0 L.0 L.0 ... /� /:' ., % n �.: �.h- .,.: 4lk'- i,., 1. .. -. i., i.: i, i, •f.}y .�� + • ♦ • e / .:./ j".:/ .....,cN..°,:.,,'pv,'.... .. '/,/ / IE�z 'i/.� i r m j� ' ROMAN FART PROPOSED PARISH CENTER SACRED :/ F �c* ;; �. " 4 ,� , o o L.o L n o o ,o „ N7 14300 MAIN ROAD i - j SITE LIGHTING CALCULATIONS : U::� w ¢ 2 �.. f o i I S w7 S + + + �,, MATTITUCK NY 11952 cx - D . o t.. a 4L' L.� ; :'. : u.o u.o .;... jWLIJ0 C TOTAL ALLOWABLE LUMENS OUTPUT PER ACRE:iO,OOO LUMENS PER ACRE PER§172-5C(2). ,,,,, TOWN OF SOUTHOLD, COUNTY OF SUFFOLK x -4 � � . i ,, L.o L.n L.n L' o t.o L.o L.o TOTAL ALTERED ACRES TO BE ILLUMINATED=1.85 ACRES / :. . / " . . °' ! DIST: 1000, SECT.: 114 BLOCK: 11 LOT: 1 la-w N 6 < 10,000 LUMENS x 1.85 ACRES=18,500 LUMENS ALLOWABLE / - , Cn "rs .r.♦ . ,.. �. ,..o u.o L' o u.o ,..o ,,.o i,. .. ! L. �"' , TOTAL PROPOSE OUTPUT=1 5 ,,,,, e /u. / ,.„ u,,,, ,/ ,,.,,,, , m ;�' �co D LUMENS - 5,82 LUMENS /�° � ��' � ' r10 rS¢.,3©,. 1. � �� � �Y. Fu}P L.o �o t.'o : L' o L.o L•o L•o I THE TOTAL LUMENS OUTPUT IS LESS THAN THE TOTAL ALLOWABLELUh1ENS0UTPUT, CANOPY/SOFFIT LUMINAIRE POLE MOUNTED LUMINAIRE DRAWING TITLE pOu Or forte Brl i *t on. THEREFORE THE SITE LIGHTING IS SUFFICIENT. L.n < L' n LA L.o L.o I MANUFACTURER: MAXILUME MANUFACTURER: McGRAW-EDISON N gIa p Kausier c�CC ,I noW or oft '� MODEL: HH4-LED MODEL: GLEON GALLEON LED A Andrea N ar . x L.o o q o 0 a h e Hausler K forM erlt i tt 9 J$ � j ,� ' ' ' ' LABEL: A,B,&C LABEL: D SITE LIGHTING PLAN a re�.MalcorrlSry , i 'I i., L.: t..^, �7�;Q ��... 10 o COLOR. BRONZE COLOR. BRONZE USE.A z v °c°� X LOT; r. r,'�w 'a •... ., L o 10, 0 W P NEERID4DBE I TAX i i..: _, L.� _. L.: �Ohr+..'A.- @gli(Y . now. or' 'for- L.,I L.o L.� L,o L' n L.n L'.o L'.o LUMINAIRE SCHEDULE DATE: 05/03/2024 3 m -- Lid WATER USE. LOT' 28 . ,.,n CQSta er(y .� L.o L.o L., L.o L.o L.o FIXTURE FIXTURE MOUNTING COLOR ARRANGEMENT LUMENS - o a I I RESIDEN i'' i ' Lin d nz° & SYMBOL QUANTITY LABEL MANUFACTURER/FIXTURE DESCRIPTION/MOUNTING TYPE LLF TOTAL WATTS TOTAL LUMENS � � U 'ZONE:R TIAL TAX a COS ARRANGEMENT COUNT HEIGHT TEMPERATURE WATTS OUTPUT SCALE: AS SHOWN PUBLIC WATO U RESib LOT• TAX .L07 anap L.� L.o L L.n L..� L..o Et? I f,UBL�TIgL ZONE:R_ USE: RESiD 3p PROJECT NUMBER: 23200 I WATER 40 -ZONE. ENTrgL t.o L.o L.o L'., L.n t.o L.o 1:16 A SINGLE 6 MAXILUME/HH4-LED-900L-DIM10-MVOLT-MD-27K-90-HH4-4501-CL-WH I CANOPY 12'-O" 0.900 2700 K 10 60 995 5970 R- DRAWING BY: AM PUBLIC WATER L.o f. L.o L.o I I 4 B SINGLE 4 MAXILUME/HH4-LED-900L-DIM10-MVOLT-MD-27K-90-HH4-4501-CL-WH I CANOPY 16'-0" 0.900 2700 K 10 40 995 3980 CHECKED BY: MP OVERALL LIGHTING PLAN APPROVED BY: MP 1 C SINGLE 1 MAX!LUME I HH4-LED-90OL-DIM10-MVOLT-MD-27K-90-HH4-4501-CL-WH/CANOPY 14'-0" 0.900 2700 K 10 10 995 995 p T Iti SEAL& SIGNATURE. ALTERATION OR ADDITION TO THIS DOCUMENT EXCEPT BY A LICENSED Vr, 1rE Vv J. PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, 1 D SINGLE 1 McGRAW-EDISON/GLEON-SAt A-727-U-T3/POLE-MOUNTED 20'-0" 0.900 2700K 34 34 4880 4880 ���G PILO �9'f' SUB-DIVISION 2,IC THE NA PORK STATE EDUCATION LAW �� coZ �P m DRAWING No: GRAPHIC SCALE -).L�- 9 E SINGLE 9 EXISTING POLE-MOUNTED LIGHT 16'-O" 0.900 3000K 102 918 9517 85653 -- it -( LL► 'ti. I /�- } 40 0 20 40 80 160 1:: NOT fl1! BALED Z a a Y 'L� 2 F SINGLE 2 EXIS T iNG DECORATIVE POLE-MOUNTED LIGHT 12'-0" 0.900 3000K 16 32 1000 2000 I:,'''' �� ti r Q Og15 At ( IN FEET ) � 6 G SINGLE 6 EXISTING DECORATIVE BUILDING WALLPACK 16'-0" 0.900 3000 K 8 48 530 3180 Know what's below. 1 inch. = 40 ft. '� Call before you dig. TOTAL(PROPOSED) 144 15825 1-800-272-4480 -1 k - MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 8 OF 14 Y:1Key Civil!Projects12023123200-JMN Architecture_14300 Main Road.MattitucklDrawingslKey Q0\23200._2025.0411-_SPP9-_SPDES-_RPZ3.dwg - - ' SOIL EROSION & SEDIMENT CONTROL NOTES: `'//,/,X.,.. lI'llI,;,,;��. ,1 ` 11, _ C T' _ \11 ---`" - - G�� Ez: EXISTING PAVEMENT 2" 1. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. € 0, .z --'..._ I C==Y - -�''' 50'MIN. 1/8"0 STEEL WIRE ` �" --- - ' ---" __-�--- C-__ 3' S r I r r r r r 2. THE STORMWATER POLLUTION PREVENTION PRACTICES PROPOSED HEREON HAVE BEEN IDENTIFIED AS THE MINIMUM r`_C11"' V ;" -.- -- _ - ---'�' ;=3__ "- ? - - RECOMMENDED PRACTICES. ADDITIONAL S7ORMWATER MANAGEMENT FACILITIES OR PRACTICES SHALL BE INSTALLED �o �r ;. -W-`` J-!! `_--�7 X� �� STAPLES(2 PER 8'MIN TO COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AND PREVENT THE INCIDENTAL DISCHARGE OF SILT-LADEN , � '1• .c,' ••,� --- ___ -f'~� l t�� -- MOUNTABLE BERM STAPLE DETAIL BALE,TYP.) _ - RUNOFF FROM EXITING THE SITE. CONTRACTOR TO NOTIFY IN WRITING AND CONSULT WITH THE ENGINEER OF RECORD ly s T - =' EXISTING GROUND FILTER CLOTH B B ,,. ,q� q �� - -�""" •---w --`J T `' OPTIONAL IF ADDITIONAL MEASURES ARE REQUIRED OR IF THERE IS EVIDENCE INDICATING POTENTIAL OR REALIZED IMPACTS ON , " "~ ___ �_ -- -- $" :: UNDER STONE PROFILE { } vas, ''� F r a>16 10 MIL PLASTIC - 10 MIL PLASTIC LINING z_ - WATER QUALITY DUE TO ANY STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 00E� a 9� 2S ' _ _ _ _ _ 50'MIN. - - 60 - _-=irs -_'' R13.5' LINING BINDING p 2� %.... '' -- - IRE 3.-: _---' W NOTHING IN THIS STORMWATER POLLUTION PREVENTION PLANS DRAWINGS OR ANY ASSOCIATED REPORTS RELIEVES ca,, t3') G ..- _ _ I / w'-J `,Y._�.�y�,$'� 7��r T�rkh � -� _ ._.-;a ___--= - N THE CONTRACTOR OR ONJNER,OPERATOR FROM OBTAINING ANY OTHER PERMITS REQUIRED BY lAW OR COMPLIANCE , ✓ - �`� s (h6• v. � ____- Q� Z___- z STRAW BALE � � �OE�' ' , 4- ::�O: ',..... .. WITH TAKING ALL REASONABLE STEPS TO MINIMIZE OR PREVENT ANY DISCHARGE IN VIOLATION OF NYS DEC OR WHICH 1; -----'PSM�w }� _ ° N �" o NATIVE MATERIAL OR CONCRETE - HAS A REASONABLE LIKELIHOOD OF ADVERSELY AFFECTING HUMAN HEALTH OR THE ENVIRONMENT. �r` �66 oJ� °." __.- - I EXISTING GROUND .. :. `O -'`- - I i IF EXCAVATED, BLOCK(TYP.) r� ,°t + �---` 1 Q - `` ,;; - o I I �� z 2V:1H MAX SLOPE) WOOD OR METAL STAKES 4. CONTRACTOR SHALL BE FAMILIAR WITH THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND �'' �. , �'S'! »r � � o z {- `IZMIN. z w �r a 3.11'00__ ---`- _�17_1_2-5 - w � � l 'I ; - CO W SECTION B-B (2 PER BALE) PLAN SEDIMENT CONTROL ("BLUE BOOK") DATED NOVEMBER 2016, ANY REPORTS PREPARED SPECIFICALLY FOR THIS ma '�I��C� � ,S�Jff0lk,` ve ' :" `` � fir"` )-- -- II I I i� x > PROJECT,AND THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION FOR evvt': ,�-:r^ `- f3 I.4M--` � \ I 0 : I II �`���` LL' a CONCRETE AND GROUT WASTE MANAGEMENT: STORMWATER DISCHARGE. I' ; """" ;•••••_� n 1. ALL WASH OFF AND NON-SOLID CONCRETE AND GROUT WASTE MUST BE CONTAINED IN AN EXCAVATED OR ABOVE 1 0 O � . .... , __- - C. \ I � I h EXPOSE 6"OF FILTER CLOTH z e WID'[HNARIESI ro WETLANDS Y,I GROUND LINED CONSTRUCTED PIT. BOUNDARY c0 ALONG BOTH SIDES m 5. EROSION CONTROL MEASURES TO PREVENT THE INCIDENTAL DISCHARGE OF SILT-LADEN RUNOFF FROM EXITING THE S I 2. THIS FACILITY WILL RECEIVE ALL WASH WATER FROM THE CLEANING OF CHUTES,MIXERS, HOPPERS,VIBRATORS, 0 ----"-� _--- �' �•.�E :.. - � PLAN VIEW � SITE SHALL, AT A MINIPAUM, CONFORM TO THE NYS STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT ` PLACING EQUIPMENT, TROWELS, AND SCREEDS. UNDER NO CIRCUMSTANCES WILL WASH WATER FROM THESE f -.�. " I o CONTROL UNLESS ADDITIONAL MEASURES ARE NOTED OR REQUIRED BY THE ENGINEER OF RECORD. s '*-- -- -`'- � u fi ' OPERATIONS BE ALLOWED TO INFILTRATE INTO THE SOIL OR ENTER SURFACE WATERS OR STOMWATER •r, ;' q,� �, ' . 1 � �, I MANAGEMENT FACILITIES. e• °.�-', 4 ; 1 STABILIZED CONSTRUCTION ACCESS NOTES: 6. IT SHALL NOT BE A DEFENSE FOR A CONTRACTOR OR AN OWNER?OPERATOR IN AN ENFORCEMENT ACTION THAT IT .; � \ `~ `, ` ' 1. STONE SIZE-USE 1-4 INCH STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 3. CAPACITY-SIZE FACILITY TO CONTAIN SOLIDS,WASH WATER,AND RAINFALL. WASH WATER SHALL BE ESTIMATED WOULD HAVE BEEN NECESSARY TO HALT OR REDUCE THE CONSTRUCTION ACTIVITY IN ORDER TO MAINTAIN I . � 0 a 11 I 2. LENGTH -NOT LESS THAN 50 FEET EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH BASED ON THE EXPECTED FREQUENCY OF CONCRETE POURS AT 1 CUBIC FOOT PER CHUTE AND 7 CUBIC FEET PER COMPLIANCE WITH THE NYS DEC STORMWATER DISCHARGE REQUIREMENTS OR IMPLEMENT EROSION AND SEDIMENT � r`"4�, , 1 I ( E f-:µ= �I I F\ ;/ j I II WOULD APPLY). HOPPER OF THE CONCRETE PUMP TRUCK AND/OR DISCHARGING DRUM. CONTROL PRACTICES. SOIL EROSION CONTROL MEASURES SHALL BE ADJUSTED/RELOCATED BY CONTRACTOR AS `: L. '. i '`: 1 ` �r 4. LOCATION-LOCATE FACILITY FOR ACCESS BY TRUCKS AND A FAR A POSSIBLE DRAINAGE E 1 I 1, i� � -� '' ...,._._-.......,/ I 3. THICKNESS-NOT LESS THAN SIX(6)INCHES. U S S S POSS LE FROM DR N G SWALES,STORM IDENTIFIED DURING SITE INSPECTIONS IN ORDER 70 MAINTAIN EFFECTIVENESS OF CONTROL MEASURES. s/,.�,�`� >; �:>, '- •�"` O i �'`F ____-....� 4. WIDTH-TWELVE(12)FOOT MINIMUM,BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS DRAIN INLETS,WETLANDS,STREAMS AND OTHER SURFACE WATERS AND WHERE POSSIBLE,A MINIMUM OF 100 FEET ;I. " . I Map data C�2024 Terms Report a map error r. \ - -- - AWAY FROM SUCH. PREVENT SURFACE RUNOFF FROM ENTERING THE STRUCTURE. SIGNS SHALL BE PLACED TO .. _ _. 3 OCCURS.TWENTY-FOUR(24)FOOT IF SINGLE ENTRANCE TO SITE. 7. THE COSTS Of INSTALLING AND MAINTAINING THE EROSION CONTROL MEASURES SHALL BE DEEMED INCLUDED IN THE r�1 ` ........__----.".-.�-- I DIRECT DRIVERS TO THE FACILITY AFTER THEIR LOAD IS DISCHARGED r I. f�!� _---�- - ! l � �;;4z` L �; 5. GEOTEXTILE-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. PRICE BID FOR THE SITE WORK. 0 /iI% ors -0 ! I I I N . j 0 I � It:] �R6"' . e.' � III 6. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ACCESS SHALL BE PIPED 5. LINER-PLASTIC SHEETING WITH A MINIMUM THICKNESS OF 10 MILS WITH NO HOLES OR TEARS, AND ANCHORED VICINITY MAP ff -r'� ! I I I I ! 1 ti'- ° I� BENEATH THE ENTRANCE.IF PIPING IS IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. BEYOND THE TOP OF THE PIT WITH STAPLES AS SHOWN, AN EARTHEN BERM, SAND BAGS, STONE, OR OTHER 8, INSTALLATION OF EROSION CONTROL,CLEARING,AND SITE WORK SHALL BE DONE AS INDICATED IN THE CONSTRUCTION N.T.S. I 1 1 I I, 1 { ! I I I � 1 0 I �! ! ! I --n - 7. MAINTENANGE • THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR STRUCTURAL APPURTENANCE. SEQUENCE. '� Ii !. I I j 1 1 I I, I \ r _ry ' e' I 6. PRE-FABRICATED WASHOUTS MAY BE USED IF THEY ENSURE THE CAPTURE AND CONTAINMENT OF THE WASTE R.D. ° S FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS OF-WAY,ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED f I I I, i I ! ! � r -- y � S I ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. WASH AND BE SIZED BASED AS ABOVE. 9. INSTALLATION OF EROSION CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S PROJECT DATA I I � � f �" I <r 6' f a 7. MAINTENANCE: r,; ` I b EXISTIG U III 8. WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN RECOMMENDATIONS AND REQUIREMENTS. APPLICANT/OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART ,C rr I \ C ` ONE STORY ; I APPROVED SEDIMENT TRAPPING DEVICE. 7.1. ALL CONCRETE WASHOUT FACILITIES SHALL BE INSPECTED DAILY. DAMAGED OR LEAKING FACILITIES SHALL BE IkAS. CHLiRCH �r,. QS 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. DEACTIVATED AND REPAIRED OR REPLACED IMMEDIATELY. EXCESS RAINWATER THAT HAS ACCUMULATED 10. CONTRACTOR SHALL INSPECT THE EROSION AND SEDIMENT CONTROL PRACTICES AND POLLUTION PREVENTION 27835 MAIN ROAD • ! na 14300 P.O.BOX 926 � ! ! i I j I 1_1' •` `\ �;� ` # S. 10. CONTRACTOR TO ENSURE THAT THE TRACKING PREVENTION REMAINS EFFECTIVE DURNG ALL CONSTRUCTION OVER HARDENED CONCRETE SHOULD BE PUMPED TO A STABILIZED AREA,SUCH AS A GRASS FILTER STRIP. MEASURES BEING IMPLEMENTED AFTER EACH RAINFALL EVENT AND DAILY WITHIN THE ACTIVE WORK AREA TO ENSURE Q '�,� .' 'i I I j I �� ! I I 'OUR LADY OF GOOD I 7.2. ACCUMULATED HARDENED MATERIAL SHALL BE REMOVED WHEN 75/°OF THE STORAGE CAPACITY OF THE CUTCHOGUE,NY 11935 ,�I •�• I ! i I I I I PHASES. THAT THEY ARE BEING MAINTAINED IN EFFECTIVE OPERATING CONDITION AT ALL TIIvtES. INSPECTION OF ALL 1 j,_ I I I I I I I I I1 I I I - � 9 COUNSEL R.C. CHURCH' 0 I I: 11. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING STORM DRAINS,DITCHES,OR WATERCOURSES. STRUCTURE IS FILLED. ANY EXCESS WASH WATER SHALL BE PUMPED INTO A CONTAINMENT VESSEL AND IMPLEMENTED PRACTICES SHALL OCCUR WEEKLY AT A MINIMUPI. IF DEFICIENCIES ARE IDENTIFIED,THE CONTRACTOR TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 11,Lot 1 i i •I. 1 1, 1 I. I I I I i I I __l._._�- L , � \ . - r' I PROPERLY DISPOSED OF OFF SITE. � �jIr, u:>j I I I ! 1-I 12. CONTRACTOR TO RELOCATE TRACKING PADS AS NECESSARY. SHALL BEGIN IMPLEMENTING CORRECTIVE ACTIONS 1NITHIN ONE BUSINESS DAY AND SHALL COMPLETE THE CORRECTIVE SITE AREA.................................. 242,298.52 SF 5.5624 Acres c I I -'- IJ I I "i I � 13.EXPOSE 6'END OF FILTER CLOTH ON BOTH OF THE LONGER SIDES FOR THE ENTIRE LENGTH. 7.3. DISPOSE OF THE HARDENED MATERIAL OFF-SITE IN A CONSTRUCTION!DEMOLITION LANDFILL. ON-SITE ACTIONS IN A REASONABLE TIME FRAME. ( ) I,I, • ! _ i DISPOSAL MAY BE ALLOWED IF THIS HAS BEEN APPROVED AND ACCEPTED AS PART OF THE PROJECTS SWPPP. ?' ` I __! __. t ! 1 { I I I - ( I \ C1 ___ .,x1• t ' CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE(RO) Q 0 1 .I! y , i 1 I I 1 1 1 I I 1 I 1 , `�� C �4 ----= -.---- IN THAT CASE,THE MATERIAL SHOULD BE RECYCLED AS SPECIFIED,OR BURIED AND COVERED WITH A MINIMUM 1 I 11. CONTRACTOR SHALL REMOVE ANY SILT FROM SOIL EROSION AND SEDIMENT CONTROL MEASURES WHEN IT REACHES u` I 1 ! ! of - OF 2 FEET OF CLEAN COMPACTED EARTHFILL THAT IS PERMANENTLY STABILIZED TO PREVENT EROSION. CURRENT USE........................... CHURCH N m `� rri � I I I I i I I STABILIZED CONSTRUCTION ACCESS 7.4. THE PLASTIC LINER SHALL BE REPLACED WITH EACH CLEANING OF THE WASHOUT FACILITY. (1/2)ONE-HALF CAPACITY UNLESS OTHERWISE NOTED OR AS DIRECTED BY THE ENGINEER.THE MATERIAL SHOULD BE f, Ik• I I _, a¢ < !('. I I 11 I 1 n ", �' I INCORPORATED INTO THE SITE IN A STABILIZED MANNER. PROPOSED USE......................... PARISH CENTER I•- �� > .!. ! I f'� 7.5. INSPECT THE PROJECT SITE FREQUENTLY TO ENSURE THAT NO CONCRETE DISCHARGES ARE TAKING PLACE IN s 1, ! I y i � 11' a l N.T.S. m W V i , II ! NON-DESIGNATED AREAS. 12. TEMPORARY SEED AND MULCH SHALL BE APPLIED TO ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINISHED EXISTING FOOTPRINT,.............. 8,567 SF `0 a z m `I ! I \ ,I I GRADE AND VEGETATED WITHIN 15 DAYS.WHEN AREAS ARE DISTURBED AFTER THE GROWING SEASON,THEY SHALL BE PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) �11 I !. �a �a I � J�, o.a y - "" Q CONCRETE AND GROUT WASTE MANAGEMENT STABILIZED WITH GEOTEXTILE FABRIC AND MAINTAINED ACCORDING TO BEST PRACTICES. COVERED ENTRY:273 SF vWi N C I! I I 1 I 1 J _ 3 \ '---._...__ ... .. I I N.T.S. ` ! I I i ! I I I �I�' `� L I GROSS FLOOR AREA................ LOWER LEVEL......................................2,020 SF I ! I I ! I 13. CONTINUE INSPECTION AND REPAIR OF STORMWATER POLLUTION PREVENTION MEASURES UNTIL THE COMPLETION OF .. .. I I 1 ! ! ! 1 ! !! I --�_ 1 I - -- CONSTRUCTION AND PERMANENT STABILIZATION IS ACHIEVED. (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF • " ! I _ -+.-.-- I I TOTAL.. 10,528 SF �, : :► -- 1. 1 I I I I I I� i INLET PROTECTION TYPES AND USES 14. REMOVE EROSION CONTROL MEASURES,SILT,AND DEBRIS UPON ESTABLISHMENT OF PERMANENT STABILIZED COVER 1'1 I. APPROXIMATE LCCATION OF i !� I ! I PROPOSED INLET I �'y APPROXIMATE LOCATION OF -- I W. 0 OF ALL UPSTREAM/TRIBUTARY AREAS. L_ ( �i�I�l I. PROPOSED CONSTRUCTION FENCE � I 1 I PROTECTION(TYP.) I CONCRETE WASHOUT AREA � II «, af MIR�M0Cl/7I�D � _ ; l ' 'I AROUND PROPOSED WORK AREA - 3 TYPE EXAMPLE USAGE IJOTES 15, DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE, ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF �J l - •- 'I , (SHOWN OFFSET FOR CLARITY) I APPROXIMATE LOCATION ! _.__..._._.____ fir II . 3 SILT FENCE NOTES IN ACCORDANCE WITH ALL CITY,STATE,AND FEDERAL LAWS AND APPLICABLE CODES. a -J {) T O O FABRIC PLACED JUN 2 7 2025 C, OF CONSTRUCTION trI i- THIS METHOD OF INLET PROTECTION IS NOT 1. PLACE SILT FENCE AT LOCATIONS AS SHOWN ON PLANS AS WELL AS DETAILS. E - f f I v v 0 UNDER INLET NOT PERMITTED 16. THESE PLANS ARE BASED ON INFORMATION AVAILABLE TO OUR OFFICE AT THE TIME OF PLAN PREPARATION. N - (ramACCEPTABLE. 2. SILT FENCE SHALL BE INSTALLED SO WATER CANNOT BYPASS THE FENCE AROUND THE ENDS. L_ L J,.,/ % I 1 II DUMPSTER 1 ��'11 GRATE CONTRACTOR SHALL FIELD-VERIFY EXISTING CONDITIONS AND NOTIFY OUR OFFICE IF ACTUAL SITE CONDITIONS DIFFER SOUTHOLD TOI I t 3. SILT FENCE SHALL REMAIN IN PLACE FOR THE DURATION OF THE PROJECT UNLESS OTHERWISE DIRECTED BY THE�O L I`-/ �`• I I 4D? PLANNING BOARD O �".. • '�1---a- it I MAXIMUM SIDE SLOPES OF 2:1. GOVERNING AGENCY. FROM THAT SHOWN ON THE PLAN,OR IF THE PROPOSED WORK WOULD BE IMPACTED BY ANY OTHER SITE FEATURES. L -I . .. . ��,. � I _1 ............................ EXCAVATED DURING INITIAL OVERLOT GRADING 4. DO NOT PLACE MATERIAL AGAINST SILT FENCE. i-/ :,.' ' PROPOSED CONSTRUCTION MINIMUM DEPTH 1 FOOT. O -Y ,,; --, . :: :: :: i : W .-•I` •\ I F- • •• I k I DROP INLET AFTER THE STORM DRAIN TRUNK IS MAXIMUM DEPTH 2 FEET. 5. INSPECT SILT FENCE IMMEDIATELY AFTER PLACING ANY MATERIAL NEARBY. 17. EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED BY THE CONTRACTOR. �'.'. � _:::::.� GATE AND ENTRANCE PROTECTION INSTALLED �_ _ r, , , t �, , , . 18. REFER TO GRADING AND LANDSCAPING PLANS FOR ADDITIONAL INFORMATION. m p 6. REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY. I . . . CONTAIN 900 CF E f CONSTRUCTION TRA •I. • • • ' • r. -• ' • • I . ' 'I. } / }��\J R TRIBUTARY ACRE. O TION OF . . . . . . . .. _-. .1.. . . . . . . . . I . /, ->� •,I 1 , •,', , ,,I, , , , 4 ' ! I - // �•o}a "'-I - MAX SLOPE OF 1%OF SURROUNDING AREA. C - APPROXIMATE LOGA LER AND I - t.�; // ; FABRIC DROP DURING FINAL ELEVATION GRADING O i TEMPOPARY SANITARY FACILITIES • • ••• • • • • I � ,�. _ .'/ It s f j 1.5'MAX UN-REINFORCED HEIGHT OF FABRIC. UPSTREAM 1 AREA OF DOWNSTREAM/EXISTING 19. CONTRACTOR SHALL CLEAN ALL ON-SITE EXISTING&PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPE . . .. . . .I . I .'.'..' '�' '' ' ' ' ('°' ' - -- II INLET PHASES AFTER THE STORM DRAIN �� ;.�.:. � ".t.'. .'.'.'. ;/ 1 -==- �I s P MAINTAIN OVERFLOW TO DROP INTO THE DISTURBANCE UNDISTURBED GROUND AT END OF PROJECT AS WELL AS ANY OFF-SITE DRAINAGE STRUCTURES THAT MAY HAVE RECEIVED RUNOFF FROM THE - \. - ..1 . . .... . . _ 50 PROTECTION SYSTEM 15 COMPLETED DROP INLET. SITE. 9 04/11/25 AD REV PER TOWN AND NYSDOT COMMENTS ` 1. •• t .. . ` MINIMUM STONE BARRIER HEIGHT OF 1'. WOOD OR METAL FENCE POSTS SPACED 8 02/05/25 AD REV.PER SCWA COMMENTS DATED 01/28/25 .'.' ''�''.'...'.' ' ' '' ' ' ''.'.' I.'.'.'.'.'.'.'.' ••' • • �. • •�1. •.•.•�. . " ." 8'-0"O.C.MAXIMUM METAL FENCE 20. CONTRACTOR SHALL PROVIDE TEMPORARY INLET PROTECTION BEYOND THE LIMITS OF DISTURBED AREA AS ,° � .1 .. • .�1.'. . .. . . .. . . .. . . . .' �. . . . . .. . . . .'. '��=' ' ' �.. . .. I � �L. ----- � ors. STONE&BLOCK DURING THE INITIAL AND INTERMEDIATE MAXIMUM STONE BARRIER HEIGHT OF 2'. ( III A DEBRIS FROM CONSTRUCTION ACTIVITIES GETTING INTO ANY DRAINAGE SYSTEM'�•.•.'.'.'.' ' ! TIP APPROVED FILTER FABRIC MEETING e• • • • • • • • • • • I POSTS OR APPROVED EQUAL TO BE NECESSARY TO PREVENT SILT AND 7 01/27/25 AD REV.PER SCDHS COMMENTS DATED 01/24/25 (, i �, •I ,� /x I DROP INLET OVERLOT GRAD NG 0 DO NOT USE MORTAR. N.Y.S.SPECIFICATIONS(3'-0 WIDE) FOR WHICH THE PROJECT IMPACTS. I F �• `' ' ' ' ' ' ' ' ' ' ' '' ' �= ' ' '/ I PROTECTION CONSTRUCTION SITE LIMIT HEIGHT TO PREVENT PONDING OR INSTALLED IN ASPHALT PAVEMENT) ,. . .. . .. . . . . �� n a ' ' ' ` ' ' ' ' ' I I kT r.h rf i,,,;. a -.I BYPASS FLOW. 6 01/21/25 AD REV.PER UPDATED SEPTIC LAYOUT �` ,. I FLOW 21. CONTRACTOR SHALL LOCATE CONCRETE WASHOUT AREA, STOCKPILE AREA, AND CONSTRUCTION WASTE MATERIAL < . . s:- S &. AXl < ! z ROTATE POSTS TOGETHER REV.PER UPDATED ELECTRIC AND RPZ WATER `� � � USE WITH UPSTREAM BUFFER STRIPS AND � STORAGE AREAS SO AS TO MINIMIZE EXPOSURE TO STORMWATER. CONSTRUCTION WASTE SHALL BE IMMEDIATELY 5 12/06/24 AD `. „ : USED AFTER PAVEMENT o BEFORE INSTALLATION SERVICE LOCATIONS .';,'r ? tl ,,I!!I_. a �C, AV AC COMPACTED SOIL ` PLACED IN ON SITE STORAGE CONTAINERS UNTIL READY FOR OFF-SITE DISPOSAL.CONTRACTOR SHALL MAINTAIN SPILL P ED SURF E WITH TEMPORARY SURFACE STABILIZATION , REV.PER UPDATED ELECTRIC AND TELECOM CONSTRUCTION HAS BEEN DONE WHILE iv 4 11/22/24 AM I "''';' _ " -w. ' D IV INLET PLACE AT INLET PERIMETER OR BEYOND. '�` / \ PREVENTION&RESPONSE EQUIPMENT AND MAKE AVAILABLE ON-SITE FOR USE BY CONTRACTOR'S EMPLOYEES TRAINED SERVICE LOCATIONS ... ... . ... "i __ 1 " " " " " " ;� FINAL GRADING AND SOIL IN THE- . . " . ""-, _ 0 o PROTECTION I INTEGRATE TRAFFIC SAFETY. APPLICATION OF SPILL PREVENTION&RESPONSE PROCEDURES. REV.PER TOWN COMMENTS DATED 09/11/24 AND �i • 1+ - ...__. "'-. ;•i ">" 9.11' .T 9.11' 1' 10/02/24 AM SECOND 22' STABILIZATIONS OCCURR NG DO NOT CAUSE FLOODING OR BYPASS FLOW. SILT FENCE 3 APPROXIMATE LOCATION OF SCDHS COMMENTS DATED 10/02/24 19.94' 22. CONTRACTOR SHALL IDENTIFY LOCATION OF WASTE CONTAINERS,FUEL STORAGE TANKS,CONCRETE WASHOUT AREAS 2 07/19/24 AM ISSUED TO TOWN " 19.52' '7.81'EN,EXT !': 1/ MATERIAL STOCKPILE FABRIC WILL EQUAL OR EXCEED THE (� F j W F -, r"' INSTALLED AND ANCHORED IN PERFORMANCE STANDARD FOR THE SILT AND ANY OTHER LOCATIONS WHERE HAZARDOUS MATERIALS ARE STORED ON THE PLAN. < I -'I PROPOSED SINGLE-STORY PARISH CENTER 1.. ,; ; MANUFACTURED 6" rx) i'�'; tt,,� ACCORDANCE WITH THE FENCE FABRIC. THE INSERTS WILL BE DIG s"WIDE AND 6"DEEP FIRST SILT 1 05/14/24 DO REV.PER CLIENT COMMENTS � WITH UNFINISHED PARTIAL CELLAR r I `'�' V INSERT INLET MANUFACTURERS RECOMMENDATIONS INSTALLED TO PRESERVE A MINIMUM OF 50% _. I 23. DEWATERING(IF REQUIRED)SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL&STATE REGULATIONS,AND IT IS THE ' ! ; TRENCH,BURY BOTTOM N FENCE t PROTECTION RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY NECESSARY ASSOCIATED DISCHARGE PERMITS. =NO. DATE BY DESCRIPTION 1, , fix AND DESIGN DETAILS OF THE OPEN UNOBSTRUCTED DESIGN FLOW - ` k.r. 0 V-O"OF FILTER FABRIC, �} , �;y UNFINISHED PARTIAL CELLAR:2,020 SF 6 Y Y.� AREA OF THE STORM DRAIN INLET OPENING. 24. THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSED FOR THIS SITE: a Imo: t FIRST FLOOR.8,508 SF TAMP IN PLACE POST(TYP.) STAPLE(TYP.) II."•"-" m �� APPROXINIATELOCATIONOF REV/SIGNS COVERED ENTRY:273 SF . • 0 4. SECTION JOINING FENCE SECTIONS a. STABILIZED CONSTRUCTION ENTRANCE/EXIT-A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT SHALL BE PROPOSED SILT FENCE ALONG ,,P INLET PROTECTION NOTES: INSTALLED AT THE DRIVEWAY ON FLANDERS ROAD;THIS AREA SHALL BE GRADED SO THAT RUNOFF WATER WILL BE � ""` F.F.EL 25.00 " ""` fi CONSTRUCTION FENCE(SHOWN '`> 0 0 1\ 1. CONTRACTOR MAY USE THE TYPE SUITABLE FOR THE SITUATION AND THEIR MEANS AND METHODS UNLESS ) 97.27 " K S' / WOOD OR RETAINED ON-SITE. > ",` 40.23' " lip OFFSET FOR CLARITY 8'O.C. SILT FENCE/FILTER ` ` �,•� i NOTED OTHERWISE ON PLAN. CONTRACTOR MUST SUBMIT SPECIFICATION OF ANY TYPE V TO ENGINEER METAL FENCE POST b. INLET PROTECTION-IMMEDIATELY INSTALL FOR EACH INLET AS DRAINAGE STRUCTURES ARE INSTALLED. e �' J r .° ;.".`. .".'.`.`. .`�"- '.' , �, BEFORE USE. (TYP.) FABRIC c. DUST CONTROL-STOCKPILES OF SOIL SHOULD BE LIMITED TO 15 MAXIMUM HEIGHT AND REMOVED OR UTILIZED ^, ry ,""""""";^" """""" ",",""""""`," `," ` " " " _ 2. THE DRAINAGE AREA FORASTORMDRAININLETWITHINLETPROTECTIONSHALLNOTEXCEED1ACRE. BE GENERATE THE -"' I .`. . .`. .'. .`.".`� ._.. _�L d FOR SITE CONSTRUCTION AS SOON AS PRACTICABLE SHOULD EXCESSIVE DUST D, " " , " " r,� " , " " "( " " , " " . . _ .d-��----.."_._'(211... T �`��`.1.� -.-- jn 3. IMMEDIATELY INSTALL INLET PROTECTION WHEN A STORM DRAIN INLET IS CONSTRUCTED. CONTRACTOR SHALL APPLY WATER TO BARE SOIL SURFACES TO MINIMIZE BLOWING DUST. � 0 . . `o- a i • - • " • -WI - - - -"=_.W1 _' ", " --"' ''--' - " "` --- --" -� R.D. -LC N 4. EROSION CONTROL/TEMPORARY STABILIZATION MEASURES MUST BE IMPLEMENTED ON THE DISTURBED e " "r� "' I "" '°� "-"" °'�" "" -�" -""� "'�"+ a t-* " " s. DRAINAGE AREA TRIBUTARY TO THE INLET. . . 00 25. THE RIGHT- F-WA \ � ``�j f O Y SNOT TO BE USED FOR STORAGE OR STAGING OF EQUIPMENT OR MATERIALS DURING pa ' "-+"" 1 STY. ® O 5. TYPE IV INLET PROTECTION PRACTICES INCLUDE COMPOST FILTER SOCKS,GEO-TUBES FILLED WITH BALLAST, CONSTRUCTION. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING THE RIGHT-OF-WAY DURING ":. r. a , `.`.".`.`.`.rw . .-, T . .` I to _ �� _.:. .M� O - I .- - .k.-.• - (T . ' ; S AND OTHER APPROVED EQUAL MANUFACTURED SURFACE BARRIERS. DIRECTION OF 1 CONSTRUCTION AND SHOULD INSTALL FENCING ALONG THE PROPERTY'S FRONTAGE TO LIMIT ACCESS FOR �-•"`. ""• .". -".i 0 � ., I I 6. TYPE V INLET PROTECTION PRACTICES INCLUDE DANDY SACK,FLEXSTORM CATCH IT,ULTRATECH ULTRA-DRAIN SURFACE RUNOFF CONSTRUCTION VEHICLES TO DEFINED POINTS OF INGRESS/EGRESS. # �,•�INI F. ,y„ , In C-:1p -� 1.34 � .�. _ " ,,, GUARD,AND OTHER APPROVED EQUAL MANUFACTURED INLET INSERT. PLAN 26. IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS PERMANENTLY OR TEMPORARILY(EXISTING DISTURBED AREA WILL G O y m r - ------f j �� fGb f•,.��- - INLET PROTECTION STANDARD SILT FENCE NOTES: NOT BE DISTURBED AGAIN WITHINI4CA.LENDARDAYSOFTHEPREVIOUSSOILDISTURBANCE)CEASED,THEAPPLICATION 664 BLUE POINT ROAD, UNIT B z I ,� 0 �' "' w W �y, I N.T.S. 1. THE SLOPE OF°THE LAND FOR AT LEAST 30 FEET ADJACENT AND UPSTREAM TO STANDARD SILT FENCE SHALL OF SOIL STABILIZATION MEASURES MUST BE INITIATED BY THE END OF THE NEXT BUSINESS DAY AND COMPLETED H O LTS V I LLE, NEW YORK 117 42 ---_ I 0 n,� 0 L 7 ! NOT EXCEED 5/ WITHIN FOURTEEN(14)DAYS FROM THE DATE THE CURRENT SOIL DISTURBANCE ACTIVITY CEASED. (6 31) 9 61-0506 2. WHEN TWO SECTIONS OF FILTER FABRIC ADJOIN EACH OTHER THE END POSTS SHALL BE ROLLED TOGETHER A w .�1. ' © Fes. 6 �; MINIMUM OF 3 TIMES. www.KeyCivilEngineering.com 0 `y � PROPOSED TREE ��' 1 STY I STANDARD SILT FENCE 0 PROTECTION FENCE % N.T.S. AREA DATA PROJECT NAME 0 " ❑a t; ,rep. EROSION CONTROL COVER I ... I I :;i�/� ,,,,�rr,�ii,'/�:i'/r.�ri�, PROPERTY AREA................................ 242,298.52SF(5.56Acres} ROMAN CATHOLIC CHURCH OF THE SACRED , ,l ✓, , 1 ® 0 l _.- .I I �i,,ri 11 MAX TOTAL DISTURBED AREA.................. 43,360.90SF 099Acres HEART PROPOSED PARISH CENTER N 0 ® �� STOCKPILE PERIMETER `��\\y x �\1 1 ( ) ( . } w I`= I ',°�$' u "� 4 (SILDT FENCE IMENT 8HOWN NTROL /✓, � _ STOCKPILED '%%\, 10'YP IN• EXISTING IMPERVIOUS AREA 6,812.79 SF(0.16 Acres) 14300 MAIN ROAD 0� I Q �� t�'� vra ti:7 r�I o w MATERIAL ���� MATTITUCK, NY 11952 -< z '� 0 �����.1 " _ ///' TREE PROTECTION ZONE/DRIPLINE PERVIOUS AREA 35,495.21 SF(0.81 Acres} TOWN OF SOUTHOLD, COUNTY OF SUFFOLK ter^ x 0 Q ' SANDBAGS \/\ii �����; PROPOSED IMPERVIOUS AREA 26,736.82 SF 0.61 Acres �,1;0Z) 0 � % ( ) DIST.: 1000, SECT.: 114, BLOCK: 11, LOT: 1 cn CL S n ✓� 0 I s,3O' vl� �s � PERVIOUS AREA 16.624.08 SF(0,38 Acres) marl •�. C-;a DRAWING TITLE now or for I DOQ I I o STOCKPILE NOTES: 4'TALL FLUORESCENT ORANGE ''� a) ! end�a Houster & now or A�{� SOIL EROSION.i(J g° �,��»� c ,rn It q 1. STOCKPILE MANAGEMENT INCLUDES MEASURES TO MINIMIZE EROSION AND SEDIMEVT TRANSPORT FROM SOILS OR HIGH-DENSITY CONSTRUCTION 4% _ HOUSI er ((ore former/y I °� e I OTHER ERODIBLE MATERIALS STORED AT THE CONSTRUCTION SITE. SPECIAL ATTENTION SHOULD BE GIVEN TO FENCE OR APPROVED EQUAL AREA WITHIN TREE PROTECTION N v n Molc 2� Q • STOCKPILES IN CLOSE PROXIMITY TO NATURAL OR MANMADE STORM SYSTEMS. PFOTECTION OF STOCKPILES IS A r a OmSOn I 4 ' "� ; ZONE TO REMAIN UNDISTURBED SEDIMENT CONTROL PLAN O O YEAR-ROUND REQUIREMENT. ,F rqX �� �� "" -� ,.e. 6'LONG WOOD OR STEEL DURING CONSTRUCTION 0 N USE. LOT• �7 n 0 w -- 2. THIS DETAIL DOES NOT APPLY TO CONTAMINATED MATERIALS WHICH REQUIRE ADDITIONAL MEASURES. FENCE POSTS. POSTS SHALL o 'L Z. RESIDENCE or form erI i `- 3. LOCATE STOCKPILES AS FAR AWAY FROM BODIES OF WATER, INFILTRATION AREAS,INLETS,AND OTHER DRAINAGE BE SPACED HORIZONTALLY 8' NE. ,lohn q Y nowTTj - N R-¢0 Qo or SYSTEM COMPONENTS AS POSSIBLE SO AS NOT TO OBSTRUCT NATURAL DRAINAGE OR CAUSE OFF-SITE ,".. rI•` >I .`-'r'% PU I TAX II I fOr, ON CENTER MAXIMUM. r: „';' nf' y <i. ,. ;. DATE: 05/03/2024 - 0) BLlC wA7E USE; LOr' 28 9 yr Donn Co many ENVIRONMENTAL DAMAGE. � . ;; s ?",1'1/<.r .';'„ i,.,. R .,, :.�.: •.y. ,.. O O o I I Z RESIDEN71q Ind Stonzo & 4. WEEDS SHOULD NOT BE ALLOWED TO GROW ON STOCKPILES. ;x.' � > <;;: „ ;-;' %'?';' -� U ON : L o ,:,,,;�.. .,,.:,,; , ..,.. .-. ,,,,. -' 4' SCALE: 1" =40' E R- T COSt 5. WHEN THE STOCKPILE IS NO LONGER NEEDED,PROPERLY DISPOSE OF EXCESS MATERIALS AND RE-VEGETATE OR AREA OF SITE ' ' ;;''W '`'`' '`<' ' P 40 USE. TAX LOT: anz � r > ,,,- ,,,.,.,, AREA OF SITE UB E 7 T O %�;'%;< z ,. , -�;x 1 't .''- >yr; CONSTRUCTION LIC RESiD 29 AX L07• OTHERWISE STABILIZE THE GROUND SURFACE WHERE THE STOCKPILE WAS LOCATED. CONSTRUCTION % ;_>' `f R''--•-'I '- -�-' %;< WATER I PUBLIN071AL ZONE.R_ USE. RESIDE �0raw PROJECT NUMBER: 23200 6. FOR STOCKPILES MAINTAINED FOR MORE THAN ONE DAY; A SEDIMENT CONTROL SYSTEM, CONSISTING OF SILT CATER 40 PUS`C:WQ,- I 61. FORING OR COIR LOG,SHALL BE TEMPORARY STOCKPILENSTALLED AND MAINTAINED S ON THE INTERIOR PORTION N DOWNHILL OF F A CONSTRUIDES CTIO J 8 SITE,WHERE OTHER CONTAIN MATERIAL. 2 DRAWING BY: AM DOWN-GRADIENT CONTROLS,INCLUDING PERIMETER CONTROL,ARE IN PLACE,STOCKPILE PERIMETER CONTROLS MAY NOT BE REQUIRED. TREE PROTECTION FENCE NOTES: CHECKED BY: MP 6.2. PROTECT ALL STOCKPILES FROM STORMWATER RUN-ON. 1. TREE PROTECTION FENCE SHALL BE INSTALLED TO FOLLOW TREE CANOPY DRIP LINE OR PROPOSED LIMITS OF 6.3. FOR STOCKPILES IN ACTIVE USE,PROVIDE A STABILIZED DESIGNATED ACCESS'OINT ON THE UPGRADIENT DISTURBANCE. APPROVED BY: MP SIDE OF THE STOCKPILE. 2. CONSTRUCTION VEHICLES TO STAY AS FAR AS POSSIBLE FROM TREE PROTECTION FENCE TO PREVENT 6.4. SEDIMENTS SHALL BE REMOVED WHEN SEDIMENT ACCUMULATION REACHES CNE-THIRD(1/3)OF THE BARRIER COMPACTION OF TREE ROOTS. ALTERATION OR ADDITION TO THIS SEAL& SIGNATURE: HEIGHT. DOCUMENT EXCEPT BY A LICENSED 6.5. INSPECT STOCKPILE SEDIMENT CONTROL SYSTEM IMMEDIATELY AFTER MODIFYING STOCKPILE. TREE PROTECTION FENCE NEW r PROFESSIONAL ENGINEER ISA 7209, GRAPHIC SCALE 6.6. REPAIR AND/OR REPLACE PERIMETER CONTROLS AND COVERS AS NEEDED,OR AS DIRECTED BY THE a O VIOLATION OF SECTIONWY SUB-DIVISION 2,OF THE NEW YORK ENGINEER,TO KEEP THEM FUNCTIONING PROPERLY. N.T.S. ,<<Ci PG PILOTr� � STATE EDUCATION LAW i0 0 2r 40 80 l oU 7. THE TOE OF STOCKPILES SHALL NOT BE AGAINST SITE PERIMETER SEDIMENT CONTROL. �Q tr * 8. FOR STOCKPILES INACTIVE FOR MORE THAN 14 DAYS, STABILIZE THE STOCKPILE TO PREVENT SEDIMENT fib '� DRAWING No: TRANSPORT USING AN EROSION CONTROL SYSTEM,CONSISTING OF TEMPORARY SEEDING AND MULCHING,PLASTIC .t /GEOTEXTILE COVERING,SOIL BINDERS,OR EROSION CONTROL BLANKETS. USE OF MULCH OR SOIL BINDERS ONLY * 4( S)._, 't W ( IN FEET ) IS ACCEPTABLE IF THE STOCKPILE WILL BE IN PLACE FOR NO MORE THAN 60 DAYS. � '... 7`p" � r• NOT •L{(;`.; ) -ALED ? ' f :> n 9. IMPLEMENT DUST CONTROL PRACTICES AS APPROPRIATE ON ALL STOCKPILED MATERIAL. 1 inch = 40 ft. I• 2`S' 0815 v (� (� ':::.fill I. V_�/ MATERIAL STOCKPILE ,� ' , _ ° O�� n�p `. I. N.T.S. , :`: . .. Know what's below. Call before you dig. 1-800-272-4480 MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 9 OF 14 Y:Aey CIvil\Projects12023123200---JMN Architecture-14300 Main Road._Mattituck0rawingslKey 00i2320Q_2025.04 I1_SPP9_SPDES...RPZ3.dwg % Ilk" ----------- 10 �2020 NYS FIRE CODE COMPLIANCE TABLE I ITEM SECTION PERMITTED/REQUIRED PROVIDED ,, y >0 APPROVED FIRE APPARATUS ACCESS ROADS SHALL BE PROVIDED FOR EVERY FACILITY, BUILDING OR PORTION OF A BUILDING HEREAFTER CONSTRUCTED OR MOVED INTO OR WITHIN THE JURISDICTION.THE FIRE APPARATUS ACCESS ROAD SHALL COMPLY WITH THE REQUIREMENTS OF THIS SECTION AND SHALL EXTEND TO WITHIN 150 FEET OF ALL K ti , 45.4 PORTIONS OF THE FACILITY AND ALL PORTIONS OF THE EXTERIOR WALLS OF THE FIRST 2 STORY OF THE BUILDING AS MEASURED BY AN APPROVED ROUTE AROUND THE EXTERIOR OF THE BUILDING OR FACILITY. 25 EXCEPTIONS: 1.THE FIRE CODE OFFICIAL IS AUTHORIZED TO INCREASE THE DIMENSION OF 150 FEET(45 M WHERE REQUIRED §503.1.1 720 MM)WHERE ANY OF THE FOLLOWING CONDITIONS OCCUR: okat 0 EXISTING 1.13HE BUILDING IS EQUIPPED THROUGHOUT WITH AN APPROVED AUTOMATIC SPRINKLER COMPLIES ap rtd"t�SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1,903 3.1.2 OR 903.3.1.3------------------ ------ 1.2.FIRE APPARATUS ACCESS ROADS CANNOT BE INSTALLED BECAUSE OF LOCATION ON \woo t PROPERTY,TOPOGRAPHY,WATERWAYS,NON-NEGOTIABLE GRADES OR OTHER SIMILAR t 0-T.&ctL CONDITIONS,AND AN APPROVED ALTERNATIVE MEANS OF FIRE PROTECTION IS PROVIDED. OT 1.3.GROUP U OCCUPANCIES. I ONE-OR TWO-FAMILY DETACHED DWELLINGS OR NOT MORE THAN TWO GROUP R-3 OCCUPANCIES THAT MEET THE REQUIREMENTS OF SECTION 511. Mat!'ITUCK f lk,"Ave WOO'2.WHERE APPROVED BY THE FIRE CODE OFFICIAL,FIRE APPARATUS ACCESS ROADS SHALL 6 BE PERMITTED TO BE EXEMPTED OR MODIFIED FOR SOLAR PHOTOVOLTAIC POWER tow ------- VOW GENERATION FACILITIES. e U f 01 WIDSHVAR WETLAND BOUNDARY WHERE FIRE APPARATUS ACCESS ROADS OR A WATER SUPPLY FOR FIRE PROTECTION ARE 0 PST. M F REQUIRED TO BE INSTALLED,SUCH PROTECTION SHALL BE INSTALLED AND MADE TIMING OF SERVICEABLE PRIOR TO AND DURING THE TIME OF CONSTRUCTION EXCEPT WHERE 63 7 00 §503.1.1 COMPLIES 00 INSTALLATION APPROVED ALTERNATIVE METHODS OF PROTECTION ARE PROVIDED.TEMPORARY STREET SIGNS SHALL BE INSTALLED AT EACH STREET INTERSECTION WHERE CONSTRUCTION OF 5.08 20.17 GRASS NEW ROADWAYS ALLOWS PASSAGE BY VEHICLES IN ACCORDANCE WITH SECTION 505.2. FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED WIDTH OF NOT LESS n 6 THAN 20 FEET,EXCLUSIVE OF SHOULDERS,EXCEPT FOR APPROVED SECURITY GATES IN DIMENSIONS 5503.2 COMPLIES ACCORDANCE WITH SECTION 503.6,AND AN UNOBSTRUCTED VERTICAL CLEARANCE OF NOT X 0 0 S. GRASS Typical Fire Truck feet LESS THAN 13 FEET 6 INCHES. ----------------- ofl ' ' FIRE DEPARTMENT CONNECTION. FIRE APPARATUS ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT THE Map data 02024 Terms Reports map error REFER TO RPZ PLAN FOR I-- SURFACE �50323 IMPOSED LOADS OF FIRE APPARATUS AND SHALL BE SURFACED SO AS TO PROVIDE COMPLIES ADDITIONAL INFORMATION, CROSS Width 8.00 ALL-WEATHER DRIVING CAPABILITIES. DEAD-END FIRE APPARATUS ACCESS ROADS IN EXCESS OF 150 FEET IN LENGTH SHALL BE VICINITY MAP _j Track 8.00 DEAD ENDS §503.2.5 PROVIDED WITH AN APPROVED AREA FOR TURNING AROUND FIRE APPARATUS. NOT APPLICABLE N.T.S. .................. Lock to,c) WHERE REQUIRED BY THE FIRE CODE OFFICIAL,APPROVED SIGNS OR OTHER APPROVED Lock Time 6.0 CONC.WALK SIN. NOTICES OR MARKINGS THAT INCLUDE THE WORDS NO PARKING-FIRE LANE SHALL BE PROJECT DATA ---------- PROVIDED FOR FIRE APPARATUS ACCESS ROADS TO IDENTIFY SUCH ROADS OR PROHIBIT 0 Steering Angle 33.2 MARKINGS §503.3 THE OBSTRUCTION THEREOF.THE MEANS BY WHICH FIRE LANES ARE DESIGNATED SHALL COMPLIES Ad BE MAINTAINED IN A CLEAN AND LEGIBLE CONDITION AT ALL TIMES AND BE REPLACED OR APPLICANT/OWNER.................... MAN CATHOLIC CHURCH OF THE SACRED HEART REPAIRED WHEN NECESSARY TO PROVIDE ADEQUATE VISIBILITY. 27835 MAIN ROAD ------- GONG.WALK CONC. / n P.O.BOX 926 • THE FIRE CODE OFFICIAL IS AUTHORIZED TO REQUIRE THE INSTALLATION AND R S S MAINTENANCE OF GATES OR OTHER APPROVED BARRICADES ACROSS FIRE APPARATUS CLITCHOGUE,NY 11935 ACCESS ROADS,TRAILS OR OTHER ACCESSWAYS,NOT INCLUDING PUBLIC STREETS, TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 11,Lot I REQUIRED GATES OR 'CtI EXISTING BARRICADES §503 5 ALLEYS OR HIGHWAYS.ELECTRIC GATE OPERATORS,WHERE PROVIDED,SHALL BE LISTED IN NOT APPLICABLE ONE STORY ACCORDANCE WITH UL 325.GATES INTENDED FOR AUTOMATIC OPERATION SHALL BE SITE AREA.................................. 242,298.52 SF(5.5624 Acres) MAS, CHURCH /IR 0 DESIGNED,CONSTRUCTED AND INSTALLED TO COMPLY WITH THE REQUIREMENTS OF ASTM 114300 /J F2200. CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE(RO) "OUR LADY OF GOOD THE INSTALLATION OF SECURITY GATES ACROSS A FIRE APPARATUS ACCESS ROAD SHALL CURRENT USE........................... CHURCH vi COUNSEL R.C. CHURCH" J.D BE APPROVED BY THE FIRE CODE OFFICIAL.WHERE SECURITY GATES ARE INSTALLED,THEY C-"- SHALL HAVE AN APPROVED MEANS OF EMERGENCY OPERATION.THE SECURITY GATES AND PROPOSED USE......................... PARISH CENTER r I I GRASS SECURITY GATES §503.6 THE EMERGENCY OPERATION SHALL BE MAINTAINED OPERATIONAL AT ALL TIMES.ELECTRIC NOT APPLICABLE y __T 0i I GATE OPERATORS,WHERE PROVIDED,SHALL BE LISTED IN ACCORDANCE WITH UL 325. EXISTING FOOTPRINT............... 8,567 SF GATES INTENDED FOR AUTOMATIC OPERATION SHALL BE DESIGNED,CONSTRUCTED AND IS x INSTALLED TO COMPLY WITH THE REQUIREMENTS OF ASTM F2200. PROPOSED FOOTPRINT.......... 8,508 SF(INCLUDING BUILDING CANOPY) < 0 COVERED ENTRY:273 SF 't FACILITIES,BUILDINGS OR PORTIONS OF BUILDINGS HEREAFTER CONSTRUCTED SHALL BE (N cn Lu 0 2. RK FIRE APPARATUS ACCESS AND ACCESSIBLE TO FIRE DEPARTMENT APPARATUS BY WAY Or AN APPROVED FIRE APPARATUS GROSS FLOOR AREA................ LOWER LEVEL......................................2 020 SF _j Df,< 1 '31 1 1 LOADING §D102.1 ACCESS ROAD WITH AN ASPHALT,CONCRETE OR OTHER APPROVED DRIVING SURFACE COMPLIES (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8!,508 SF C) ACCESS ROADS 0 CAPABLE OF SUPPORTING THE IMPOSED LOAD OF FIRE APPARATUS WEIGHING UP TO 75,000 5 0 BSMVJ--/ x 0 PARKING 1-20 1 i ENT. / TOTAL...................................................10,528 SF POUNDS. x-3 L:j ZI cm 7 z DO Li WHERE A FIRE HYDRANT IS LOCATED ON A FIRE APPARATUS ACCESS ROAD,THE MINIMUM C�l ACCESS ROAD WITH 0 Z) C> 5D103.1 NOT APPLICABLE-NO HYDRANT ON SITE G N A HYDRANT ROAD WIDTH SHALL BE 26 FEET,EXCLUSIVE OF SHOULDERS(SEE FIGURE D103.1). j 0- CONC.WALK FIRE APPARATUS ACCESS ROADS SHALL NOT EXCEED 10 PERCENT IN GRADE. 5D103.2 GRADE EXCEPTION GRADES STEEPER THAN 10 PERCENT AS APPROVED BY THE FIRE CODE COMPLIES FD OFFICIAL. DEAD-END FIRE APPARATUS ACCESS ROADS IN EXCESS OF 150 FEET SHALL BE PROVIDED NOTAPPLICABLE DEAD ENDS §D103.4 JUN 2 7 2025 20 9' Ui WITH WIDTH AND TURNAROUND PROVISIONS IN ACCORDANCE WITH TABLE D103.4. t 70 SOUTHOLD TOWN -53 GAZEBO F THE Of GATES SECURING THE FIRE APPARATUS ACCESS ROADS SHALL COMPLY WITH ALL 0 It 17-71 1 1 1��.. PLANNING BOARD I FOLLOWING CRITERIA: QfU 1.WHERE A SINGLE GATE IS PROVIDED,THE GATE WIDTH SHALL BE NOT LESS THAN 20 FEET. Q) _j 0 WHERE A FIRE APPARATUS ROAD CONSISTS OF A DIVIDED ROADWAY,THE GATE WIDTH ±460 PROPOSED 6"0 FIRE SHALL BE NOT LESS THAN 12 FEET. E -6 11- -4 2.GATES SHALL BE OF THE SWINGING OR SLIDING TYPE, I.- L_ 11., P, " .. I SPRINKLER SERVICE TO ........................... 9_0 3.CONSTRUCTION OF GATES SHALL BE OF MATERIALS THAT ALLOW MANUAL OPERATION BY 0 ING PROPOSED BUILDING 14-1 9-0 FIRE APPARATUS ONE PERSON _j GR _0 R3' ACCESS ROAD §D103.5 4.GATE COMPONENTS SHALL BE MAINTAINED IN AN OPERATIVE CONDITION AT ALL TIMES NOT APPLICABLE 0 R5' ORK. GATES AND REPLACED OR REPAIRED WHEN DEFECTIVE. 9 04/11125 AD REV.PER TOWN AND NYSDOT COMMENTS PLNTR. 5.ELECTRIC GATES SHALL BE EQUIPPED WITH A MEANS OF OPENING THE GATE BY FIRE L�j HATCH DEPICTS ----------- DEPARTMENT PERSONNEL FOR EMERGENCY ACCESS.EMERGENCY OPENING DEVICES 8 02/05/25 AD REV.PER :3 0 SCWA COMMENTS DATED 01/28/25 24'C: FIRE LANE 21.t SHALL BE APPROVED BY THE FIRE CODE OFFICIAL. 41 Ix 41 6.METHODS OF LOCKING SHALL BE SUBMITTED FOR APPROVAL BY THE FIRE CODE OFFICIAL, 7.ELECTRIC GATE OPERATORS,WHERE PROVIDED,SHALL BE LISTED IN ACCORDANCE WITH 7 01/27/25 AD REV.PER SCDHS COMMENTS DATED 01/24126 3 LOCATION OF . ... .. UL 325. FIRE TRUCK _73�1 I 1R5 R3' I _v 8.GATES INTENDED FOR AUTOMATIC OPERATION SHALL BE DESIGNED,CONSTRUCTED AND 6 01/21125 AD REV.PER UPDATED SEPTIC LAYOUT ;> _-E A. INSTALLED TO COMPLY WITH THE REQUIREMENTS OF ASTM F2200. STREETS AND ROADS SHALL BE IDENTIFIED WITH APPROVED 5 12/06124 AD REV.PER UPDATED ELECTRIC AND IRPZ WATER } % � cn ' VED SIGNS.TEMPORARY SIGNS SERVICE LOCATIONS R §505.2 SHALL BE INSTALLED AT EACH STREET INTERSECTION WHEN CONSTRUCTION OF NEW REV.PER UPDATED ELECTRIC AND TELECOM CM ROADWAYS ALLOWS PASSAGE BY VEHICLES.SIGNS SHALL BE OF AN APPROVED SIZE, COMPLIES 4 11122124 AM LOCATION OF R3- R3-L WEATHER RESISTANT AND BE MAINTAINED UNTIL REPLACED BY PERMANENT SIGNS. SERVICE LOCATIONS FIRE TRUCK R5' 00 CIAL FIRE APPARATUS ACCESS ROADS SHALL BE 3 10/02124 Am REV.PER TOWN COMMENTS DATED 09/11/24 AND WHERE REQUIRED BY THE FIRE CODE OFFI • SCDHS COMMENTS DATED 10102/24 0 FIRE HOSE LENGTH MARKED WITH PERMANENT NO PARKING-FIRE LANE SIGNS COMPLYING WITH FIGURE 169')(OFFSET 3' D103 6.SIGNS SHALL HAVE A MINIMUM DIMENSION OF 12 INCHES WIDE BY 18 INCHES HIGH 2 07/19/24 AM ISSUED TO TOWN HOSE FIRE(±1 69' ELENGTH FOR CLARITY) 0 SIGNS STREET OR ROAD §D103.6 AND HAVE RED LETTERS ON A WHITE REFLECTIVE BACKGROUND.SIGNS SHALL BE POSTED COMPLIES )(OFFSET 3' ON ONE OR BOTH SIDES OF THE FIRE APPARATUS ROAD AS REQUIRED BY SECTION D103.6.1 1 05/14/24 DID REV.PER CLIENT COMMENTS CLARITY) 22 FIRE LANE SIGNS AS SPECIFIED IN SECTION 01 NO. DATE BY DESCRIPTION q §D103.6.1 03 6 SHALL BE POSTED ON BOTH SIDES OF FIRE APPARATUS ACCESS ROADS THAT ARE 20 TO 26 FEET WIDE. COMPLIES A < 1 .52' 19,94' 7. 1 t ENIEXT REVISIONS Yj §D103.6.2 NOT APPLICABLE 8� FIRE LANE SIGNS AS SPECIFIED IN SECTION D103 6 SHALL BE POSTED ON ONE SIDE OF FIRE PROPOSED SINGLE-STORY PARISH CENTER APPARATUS ACCESS ROADS MORE THAN 26 FEET WIDE AND LESS THAN 32 FEET WIDE. BUILDING EQUIPPED WITH BUILDINGS WITH UNFINISHED PARTIAL CELLAR 4� EXCEEDING THREE §D104 1 BUILDINGS OR FACILITIES EXCEEDING 30 FEET OR THREE STORIES IN HEIGHT SHALL HAVE SPRINKLER SYSTEM REFER TO �1? NOT APPLICABLE-1 STORY<30 FEET UNFINISHED PARTIAL CELLAR:2,020 SF T: STORIES OR30 FEE I NOT FEWER THAN TWO MEANS OF FIRE APPARATUS ACCESS FOR EACH STRUCTURE. < PLANS BY FIRE PROTECTION IN HEIGHT FIRST FLOOR:8,508 SF ENGINEER FOR MORE INFORMATION. BUILDINGS OR FACILITIES HAVING A GROSS BUILDING AREA OF MORE THAN 62,000SQUARE COVERED ENTRY:273 SF BUILDINGS FEET SHALL BE PROVIDED WITH PAID SEPARATE AND APPROVED FIRE APPARATUS ACCESS < PROPOSED DOMESTIC ' 019 EXCEEDING 62,000 §D104.2 ROADS. NOT APPLICABLE 97.27' WATER SERVICE EXCEPTION:PROJECTS HAVING A GROSS BUILDING AREA OF UP TO 124.000 SQUARE FEET 40.23' SQUARE FEET IN AREA THAT HAVE A SINGLE APPROVED FIRE APPARATUS ACCESS ROAD WHERE ALL BUILDINGS ARE EQUIPPED THROUGHOUT WITH APPROVED AUTOMATIC SPRINKLER SYSTEMS. WHERE TWO FIRE APPARATUS ACCESS ROADS ARE REQUIRED,THEY SHALL BE PLACED A wo C=11114 EE`I R I w -W L0 REMOTENESS §D104.3 DISTANCE APART EQUAL TO NOT LESS THAN ONE HALF OF THE LENGTH OF THE MAXIMUM NOT APPLICABLE r. I v I 1EA 0 FEE:NIP r Yifl 7 /-/-7-,PA 1200 N_ OVERALL DIAGONAL DIMENSION OF THE LOT OR AREA TO BE SERVED,MEASURED IN A lap SDIX TM STRAIGHT LINE BETWEEN ACCESSES. 664 BLUE POINT ROAD, UNIT B 3t I/ .1 1 Sly. s 0 C) C.. V) WHERE THE VERTICAL DISTANCE BETWEEN THE GRADE PLANE AND THE HIGHEST ROOF HOLTSVILLE, NEW YORK 11742 R.D.4 0 FE11 D 8'Oxl2'LP. SURFACE EXCEEDS 30 FEET,APPROVED AERIAL FIRE APPARATUS ACCESS ROADS SHALL BE Ui (6311961-0506 PROVIDED.FOR PURPOSES OF THIS SECTION,THE HIGHEST ROOF SURFACE SHALL BE f DETERMINED BY MEASUREMENT TO THE EAVE OF A PITCHED ROOF,THE INTERSECTION OF www.KeyCivilEngineering.com .5-, THE ROOF TO THE EXTERIOR WALL,OR THE TOP OF PARAPET WALLS,WHICHEVER IS /2 14 GREATER. WHERE REQUIRED §D105.1 NOT APPLICABLE 0 W v EXCEPTION.WHERE APPROVED BY THE FIRE CODE OFFICIAL,BUILDINGS OF TYPE IA,TYPE 3-�,3 P4 PROJECT NAME z 2 IB,OR TYPE IIA CONSTRUCTION,EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER 01 0 SYSTEM IN ACCORDANCE TO SECTION 903 3.1.1;AND HAVING FIRE FIGHTER ACCESS THROUGH AN ENCLOSED STAIRWAY WITH A CLASS I STANDPIPE,IN CONFORMANCE WITH NFPA 14,FROM THE LOWEST LEVEL OF FIRE DEPARTMENT VEHICLE ACCESS TO ALL ROOF ROMAN CATHOLIC CHURCH OF THE SACRED SURFACES. HEART PROPOSED PARISH CENTER AERIAL FIRE APPARATUS AERIAL FIRE APPARATUS ACCESS ROADS SHALL HAVE A MINIMUM UNOBSTRUCTED WIDTH EXInNG ACCESS ROADS WIDTH �D`105.2 14300 MAIN ROAD xi.p OF 26 FEET,EXCLUSIVE OF SHOULDERS,IN THE IMMEDIATE VICINITY OF THE BUILDING OR NOT APPLICABLE W.W. IT 7 GPAVEL/DIRT DINE PORTION THEREOF.27.6,47,V/ WOOD 0 R MATTITUCK, NY 11952 jAfC TOWN OF SOUTHOLD, COUNTY OF SUFFOLK STEPS 7� ONEORMORECIFTHE EQUIRED ACCESS ROUTES MEETING THIS CONDITION SHALL BE U ITS PROXIMITY TO LOCATED NOT LESS THAN 15 FEET AND NOT GREATER THAN 30 FEET FROM THE BUILDING, AND SHALL BE POSITIONED PARALLEL TO ONE ENTIRE SIDE OF THE BUILDING.THE SIDE OF NOT APPLICABLE DIST.: 1000, SECT.: 114, BLOCK: 11, LOT: 1 < BUILDING 04 F-0 THE BUILDING ON WHICH THE AERIAL FIRE APPARATUS ACCESS ROAD IS POSITIONED SHALL z BE APPROVED BY THE FIRE CODE OFFICIAL. I=Ld < is 1 0 01 0 sn�"' OVERHEAD UTILITY AND POWER LINES SHALL NOT BE LOCATED OVER THE AERIAL FIRE 0 IV DRAWING TITLE APPARATUS ACCESS ROAD OR BETWEEN THE AERIAL FIRE APPARATUS ROAD AND THE_j LLJ 1;!0 xxz:3 OOSTRUC70N §D105.4 BUILDING.OTHER OBSTRUCTIONS SHALL BE PERMITTED TO BE PLACED WITH THE NOT APPLICABLE < 0 DO APPROVAL OF THE FIRE CODE OFFICIAL. N_D a- cud FIRE APPARATUS ACCESS FRAME BUILDINGS EQUIPPED WITH A STANDPIPE SYSTEM INSTALLED IN ACCORDANCE WITH GARAGE WHERE REQUIRED §507,5.1.11 BUILDING IS±406 FROM NEAREST SECTION 905 SHALL HAVE A FIRE HYDRANT WITHIN 100 FT OF THE FIRE DEPARTMENT 30, HYDRANT CONNECTION'S FIRE HYDRANT SYSTEMS ARE REQUIRED WHERE A PORTION OF THE FACILITY OR BUILDING now or forMerly HEREAFTER CONSTRUCTED OR MOVED INTO OR WITHIN THE JURISDICTION IS MORE THAN PLAN Douglos Hou.1 er & 400 FEET FROM A HYDRANT ON A FIRE APPARATUS ACCESS ROAD,AS MEASURED BY AN Arldreo HOUS now or APPROVED ROUTE AROUND THE EXTERIOR OF THE FACILITY OR BUILDING,ON-SITE FIRE N899-58'7r;_1,_W__--" DATE: 05/03/2024 M'k GARA GE Q) ter fOrmercy HYDRANTS AND MAINS SHALL BE PROVIDED WHERE REQUIRED BY THE FIRE CODE OFFICIAL. -6 or Mo/corn"n 27.5-459 ,oft WHERE REQUIRED §507.5 EXCEPTIONS: COMPLIES E 0) 1.1 :2 u 1.FOR GROUP R-3 AND GROUP U OCCUPANCIES,THE DISTANCE REQUIREMENT SHALL BE SCALE: 40' 600 FEET.0 - 0 TAX LOT WYE ARNIf 4 (D Q) USE. : 27 now CAR4Gr FIRE HYDRANT SYSTEMS 2.FOR BUILDINGS EQUIPPED THROUGHOUT WITH AN APPROVED AUTOMATIC SPRINKLER L_ C . RESIDENcE or forMerly SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903 31.1 OR 903.3.1.2,THE DISTANCE PROJECT NUMBER: 23200 0 -C Z no r DIRNEWAY REQUIREMENT SHALL BE 600 FEET. 0_ a) -70NE:R-4c) JOIn A. E3a(]jjv, W or forMerly PUSL/C TAX Lor. Don WATER USE.- R 28 UNOBSTRUCTED ACCESS TO FIRE HYDRANTS SHALL BE MAINTAINED AT ALL TIMES.THE FIRE DRAWING BY: AM 0 0 0 n COstonzo & ESIDENTIAL Lindcl CoSt OBSTRUCTION 5507.5.4 DEPARTMENT SHALL NOT BE DETERRED OR HINDERED FROM GAINING IMMEDIATE ACCESS NOT APPLICABLE NOT ON SITE --5 0 1 ZONE:R 40 TAX 0-r tan TO TO FIRE PROTECTION EQUIPMENT OR FIRE HYDRANTS. PUBL/C' - USE.- RESIDENTIAL: 20 TAX CHECKED BY: WA 7E7F? - L07-. 30 CLEAR SPACE §507.5.5 A 3-FOOT CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF FIRE NOT APPLICABLE-NOT ON SITE M P PUBIC ZONE.R-40 USE' RESIDEN71 AROUND HYDRANTS HYDRANTS,EXCEPT AS OTHERWISE REQUIRED OR APPROVED.C WATER ZONE.R AL APPROVED BY: MP PUBLIC' -40 PHYSICAL §507.5.6 WHERE FIRE HYDRANTS ARE SUBJECT TO IMPACT BY A MOTOR VEHICLE,GUARD POSTS OR WA TEF? PROTECTION OTHER APPROVED MEANS SHALL COMPLY WITH SECTION 312. NOT APPLICABLE NOT ON SITE SEAL &SIGNATURE: ALTERATION OR ADDITION TO THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A GRAPHIC SCALE 0'� VIOLATION OF SECTION 7209. In Iv SUB-DIVISION 2,OF THE NEW YORK 40 0 20 40 80 160 FIL07- STATE EDUCATION LAW. x7;W__W _jK_ co DRAWING No: ( IN FEET ) 49 Uj r- NO '1 EALE Z! - 1. inch 0 40 ft. 0 A 005 C-1 0 WA Know what's below. CIFE Call before you dig. 1-800-272-4480 ..................... MARC PILOTTA, P.E. AGE No: NEW YORK STATE PROFESSIONAL ENGINEER #08155; 10 OF 14 Y:\KeyCivil\Projects\2023\23200_JMN Architecture_14300 Main Road_Mattituck\Drawings\KeyCivil\23200-2025.04.11-SPP9-SPDES-RPZ3dwg 1/4"RADIU) 7"MIN CONCRETE CUR BI 4"THICK CONIC.WALK 4000 4"CONIC.SIDEWALK WITH 1/8"PITC PSI AT 28 DAY I"ro, TOWARDS It_M.1 71- 6X6X6/6 W.W.F. EXPANSION JOINT FILLER WHEN TACK COAT 16 - . I �11 , 3S 6"&VARIES TO MATCH EXISTING 2"THICK ASPHALTIC CONCRETE SURFACE ROADWAY PITCH @11/4' FT OR AOBE CONCRETE IS ADJACENT TOenj COURSE(NYSDOT TYPE 7 OR 7F TOP) RETAINING WALLS,CURBWALL,OR EXISTING ASPHALT TOP OF ASPHALT b PAVEMENT TO REMAIN 1 PAVEMENT GRADE r 4 BUILDING WALLS. ve i (SEE EXPANSION JOINT DETAIL) A 8-THICK CRUSHED STONE/BASE + ;0 7 z COURSE(NYSDOT TYPE 2) arratooka COMPACTED SUBGRADE(95%MIN ----6-MIN COMPACTED 3/4' . ......... OF SELECT GRANULAR NOTE COMPACTION),MIN.6 X CLEAN WASHED STONE ORS %\ z THE END OF CURB NOT ABUTTING FILL OR ACCEPTABLE EXISTING MATERIAL, APPROVED EQUAL UJI... ....... EXISTING CURB SHALL BE RAMPED DOWN AOBE. > TO ZERO HEIGHT REVEAL IN TST 10' < HE LA ......... Ale� 95%STANDARD PROCTOR COMPACTED AT LOCATIONS FACING TRAFFIC. Ma , ck ff0IJ<1,Ave STABILIZED SOIL SUBBASE 2'-0" 4 CONIC.SIDEWALK WITH 6X6X6/6 W.W.F. . ........ " PITCH 2%(MAX.) 1/2'RADIUS • 1/4"EXPANSION JOIN (TYP.) New, WETLANDS BOUNDARY STANDARD DUTY PAVEMENT SECTION CONCRETE CURB DETAIL ON-SITE CONCRETE CURB TAPER DETAIL Z`6 K/" e , 0 SECTION B-13 (FOR USE ON-SITE) (NYSDOT ITEM 609.04010510,TYPE VF-11 50) N.T.S. 6"MIN NYSDOT TYPE 2 j N.T.S. SECTION A-A N.T.S. COMPACTED STONE 12" CAULKING OR APPROVED EQUAL 1/4"- B BUILDING A 'N' II. w A "k -A 1/2"x 4"PREMOULDELD EXPANSION VARIES PITCH 2%(MAX.) CONCRETE 114 JOINT Map data 02024 Terms Reportamaperror T 1/4"x 1/2"LG.PIN HD.BOLTS SEE PLAN SIDEWALK NO WITH NUTS&LOCK WASHERS M UT,C.D "NO PARKING A EXPANSION JOINT DETAIL VICINITY MAP P I ANYTIME"SIGN BOLLARD MOUNTED-'NO PARKING N.T.S. 114" AWNG BOLLARD MOUNTED-'RESERVEC� ANYTIME' (M.U.T.C.D.#R7-1,NO B CONTROL JOINT EVERY 51 EXPANSION JOINT EVERY 15! ACCESSIBLE' ARROW) PROJECT DATA PARKING'&VAN AC( ANnME (SEE DETAIL) SIGNS(M.U.T.C.D.#R7-8&R7-8A) 4"WIDE PAINTED (SKIP WHEREVER EXPANSION JOINT -SEE APPLICANT/OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART (TYP.OF 2) _.,_�STRIPE(BLUE) DETAIL) \-1/2"RADIUS TOOLED JOINT 27835 MAIN ROAD 7- CONTROL JOINT DETAIL P.O.BOX 926 0 PLAN CUTCHOGUE,NY 11935 0 TAX MAP NUMBER..................._ Dist.1000,Sect.114,Block 11,Lot 1 SEE SITE PLAN-'0I 0 CONCRETE SIDEWALK DETAIL FOR ADDITIONAL 0 0 1/4"x 1/2"LG.PIN HID.BOLTS SITE AREA.................................. 242,298.52 SF(5.5624 Acres) INFORMATION 4"WIDE PAINTED z 00 \\\-GALVANIZED U CHANNEL POST WITH NUTS&LOCK WASHERS (FOR USE ON-SITE) 45-, CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE(RO) STRIPE(WHITE) 0 0 INSTALLED IN 6"DIAMETER COLOR CD RESERVED N.T.S. 24"MIN LEGEND&BORDER GREEN(NON-REFLECTORIZED) CURRENT USE........................... CHURCH ldk� . CONCRETE SONOTUBE. 3'MIN. PARKING Lu > EMBEDMENT DEPTH BACKGROUND WHITE(NON-REFLECTORIZED) PAINTED ACCESSIBLE,. 0 PROPOSED USE......................... PARISH CENTER M SYMBOL WHITE(NON-REFLECTORIZED) SYMBOL(TYP) < SERVED MUTCD 'RE C, BACKGROUND BLUE(NON-REFLECTORIZED) EXISTING FOOTPRINT............... 8,567 SF co PARKING' PROPOSED CONCRETE LANDING TO MEET 0 (M.U.T.C.D.R7.8) PAVEMENT FLUSH SLOPE 1.5%1(', (R7-8) !%MAX.)IN PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) 8,0 1. . ............8,0" ANY DIRECTION COVERED ENTRY:273 SF 01 0 NOTES 0 PROPOSED ACCESSIBLE CONCRETE RAMP GROSS FLOOR AREA................ LOWER LEVEL.............,........................2,020 SF 0 1. ACCESSIBLE PARKING SIGN SHALL 0 M.U.T.C.D.'VAN 7.5%SLOPE(8.3%MAX.)BROOM FINISH (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF NOTES: 0 CONFORM WITH CURRENT FEDERAL, ACCESSIBLE'SIGN RAMP SURFACE PERPENDICULAR TO TOTAL...................................................10,528 SF 1.CONTRACTOR TO APPLY 2 COATS OF PAIN 0 STATE,AND LOCAL CODES AND REGULATIONS. (R7-8A) SLOPE PER ADA STANDARDS(TYP.) VAN PAINTED ACCESSIBLE & STANDARD STRIPING AREA DETAIL NO PARKING ANYTIME SIGN 2. VAN ACCESSIBLE SIGN SHALL CONFORM 2A+O.D. WITH CURRENT FEDERAL,STATE,AND AC SSIBLE PROPOSED SIDEWALK 1.5% (FOR USE ON-SITE) (M.U.T.C.D.#R7-1,NO ARROW)(NYR#74) LOCAL CODES AND REGULATIONS. A O.D. A N.T S. CROSS SLOPE(2%MAX.) N.T.S. 3. SIGN MOUNTING HEIGHT SHALL BE 60TO \\-FLUSH CURB JUN 2 7 2025 84 INCHES MEASURED FROM GROUND z SURFACE OF PARKING STALLS. 0 ��GALVANIZED U CHANNEL COLORED PLASTIC SOUTHOLD TOWN PLANNING BOARD POST INSTALLED IN T WARNING TAPE w ..'4' . ' I. ... APACTED SELECT > J-0 DIAMETER CONCRETE DESCRIBING BURIED 0 BACKFILL(5%PROCTOR) SONOTUBE.TMIN. UTILITY A MINIMUM 0 EMBEDMENT DEPTH ROPOSED CURB OF 12"BELOW co 0 0 FINISHED GRADE O.D]2 MIN 0 NOTES 0 to 0 1. ON-SITE RAMPS MUST CONFORM TO SECTION 406 OF ICCANSI A114.1-2009. 2. SEE SITE PLAN FOR DIMENSIONS. CRUSHED STONE BASE OR NYSDEC B CERTIFIED R.C.A.TO BE USED WHEN 9 04/11/25 AD REV.PER TOWN AND NYSDOT COMMENTS PIPE IS INSTALLED BETWEEN 6"&13' BELOW EXISTING SURFACE UNDISTURBED SUBGRADE 8 02/05/25 AD REV.PER SCWA COMMENTS DATED 01/28/25 ACCESSIBLE PARKING SIGN ON-SITE ACCESSIBLE RAMP DETAIL TYPE I ELEVATION.WHEN PIPE IS INSTALLED LIGHT POLE FOUNDATION SCHEDULE (M.U.T.C.D.#R7.8&R7.8A) N.T.S. 13 FEET BELOW EXISTING SURFACE 7 01/27/25 AD REV.PER SCDHS COMMENTS DATED 01/24/25 MAXIMUM HEIGHT ABOVE GRADE'A' 35-0"MAX N.T.S. ELEVATION,STONE IS NOT REQUIRED. ASSUMED AVERAGE POLE DIAMETER WIDTH'B' 5"(SQUARE ALUMINUM) IF ROCK OR UNSTABLE MATERIAL 6 01/21/25 AD REV.PER UPDATED SEPTIC LAYOUT IS ENCOUNTERED EXCAVATE TO REV PER UPDATED ELECTRIC AND RPZ WATER MAXIMUM NUMBER OF FIXTURES SINGLE OBTAIN A STABLE BOTTOM 5 12/06124 AD I SERVICE LOCATIONS MINIMUM DIMENSIONS FOR PIPE BEDDING 4 11122/24 AM REV.PER UPDATED ELECTRIC AND TELECOM MINIMUM FOUNDATION DIAMETER'C' 2'-0" PIPE DIAMETER A B I SERVICE LOCATIONS (INCHES) (INCHES) (INCHES) 3 10/02/24 AM REV.PER TOWN COMMENTS DATED 09/11/24 AND MINIMUM FOUNDATION DEPTH'D' 5'-0" 1 SCDHS COMMENTS DATED 10/02/24 UPT018 12 6 REINFORCING TIES'E' #3 TIE AT 12"0 C. 2 07/19124 AM ISSUED TO TOWN VERTICAL HOOKED REINFORCEMENTT' (6)#6 BARS EQUALLY SPACED WARNING TAPE NOTES 1 05/14/24 DD REV.PER CLIENT COMMENTS ADD 3 TIES,1-112"C-C,AT TOP OF THE FOUNDATION NO. DATE BY DESCRIPTION 1. WARNING TAPE ABOVE ALL STORMWATER PIPING SHALL BE BLUE AND STATE"STORMWATER PIPE*OR APPROVED EQUAL. REVISIONS 2. WARNING TAPE ABOVE ALL SANITARY SEWER PIPING SHALL BE GREEN AND STATE"SANITARY SEWER PIPE"OR APPROVED EQUAL." SEE LUMINAIRE SCHEDUL ONCRETE FOUNDATION DESIGN CRITERIA STORMWATER I SANITARY PIPE INSTALLATION DETAIL FOR NUMBER AND MIN,DIAMETER'C' Y CONFIGURATION OF IF N.T.S. SUBGRADE MINIMUM ALLOWABLE BEARING PRESSURE 3,000 PSF(ASSUMED) RAY IRON(CL35)DRAINAGE STRUCTURE SETS BY EJ FIXTURES Ty EA -3 RG REV/CPH2 CV LIND 3"CLEAR rROU`N`D"C'CVEGR SET MODEL No.:V1600 MOUNTING ARM BY I SOIL FRICTION ANGLE 30 DEG(ASSUMED) ROUND GRATE SET MODEL No.:V3600-3 RG REV/CPH2 CV LIND ASSUMED POLE COVER(TYP.) LIGHTING MANUFACTURER EQUALS OR APPROVED WIDTH(B') SOIL DRY UNIT WEIGHT=110 PCF(ASSUMED) CONCRETE CHIMNEY OR BRICK ADJUSTMENT BASIC WIND SPEED 130 MPH FINISHED GRADE 664 BLUE POINT ROAD, UNIT B C I V I L LEE Pul e I All E E R I N1 3 LIGHT POLE(ALUMINUM)BY HOLTSVILLE, NEW YORK 11742 LIGHTING MANUFACTURER >< EINFORCING TIE'E' F < 10"CONCRETE TOP TO AST IN PLACE WINDOWS (6311961-0506 AS REQUIRED,Lu SUPPORT H-20 VEHICULAR ww f24 w.KeyCiv11Engineering.com 12"0 ADS N-12 PIPE LOADING,4000 PSI AT 28 DAYS 0 VERTICAL REINFORCEMENT BART' uj I > PROJECT NAME 0 zo fn E? < HANDHOLE WITH COVER 0 1771 117-71 I[= = E 93 ELECTRIC CONDU! ROMAN CATHOLIC CHURCH OF THE SACRED SECTION VIEW 0 IZ3 117-711 17-11 = E-7 03- (D zo a:=STUB UP MINIMUM V-0" U3 RAINAGE RINGS SHALL BE WRAPPED HEART PROPOSED PARISH CENTER ANCHOR BOLTS AND BASE PLATE E= 933 WITH GEOTEXTILE FILTER FABRIC C3 11= 1777 14300 MAIN ROAD BY LIGHTING MANUFACTURER MATTITUCK, NY 11952 >< 3"MIN BACKFILL UNDER,AROUND AN M 11 M 00 < HIGH-STRENGTH-\ 0 NON-SHRINK GROUT 8"MAX IN LANDSCAPE AREAS TOP OF DRYWELL WITH CLEAN a3 1_-3 11= rM TOWN OF SOUTHOLD, COUNTY OF SUFFOLK GENERAL FOUNDATION NOTES GRANULAR GRAVEL AND SAND 5'4" LOCATED IN PAVED L'I CURB(SEE SITE LA M><fr7 =D U) P N 1"CHAMFER(TYP AREA,PROVIDE TMIN AND PAINT < of: DIST: 1000, SECT.: 114, BLOCK: 11, LOT: I FOR LOCATION"] U3 2 G= 177-711 =)I 93 - CONCRETE BASE YELLOW) 1. STRUCTURAL CONCRETE AND CONCRETING PRACTICES SHALL CONFORM WITH ACI-318, "BUILDING CODE CD r-7 01 2'MIN. REQUIREMENTS FOR STRUCTURAL CONCRETE." DETAILS SHALL BE IN ACCORDANCE WITH ACI-315,"MANUAL OF 7 :�� FINISHED GRADE Lu 0�—_, IVPLAN STANDARD PRACTICE: DETAILS AND DETAILING OF CONCRETE REINFORCEMENT! FORMWORK SHALL CONFORM w I_ — DRAWING TITLE x ,z WITH ACI-347, "GUIDE TO FORMWORK FOR CONCRETE," UNLESS OTHERWISE NOTED ON THE CONTRACT 211 NOTES `�f 0 x X� x, DOCUMENTS. 9= 1117-11 =D <1 Ell > 1. MANHOLE TO BE IN ACCORDANCE WITH ASTM C-478 < U) 2. CONCRETE 4000 PSI @ 28 DAYS, U) 2, CONCRETE SHALL BE NORMAL WEIGHT STONE AGGREGATE WITH A MINIMUM COMPRESSIVE STRENGTH OF 4,000 =n I 0 0� :D E) r7 0 0 3. REINFORCEMENT AS REQUIRED FOR H-20 LOADING DETAIL SHEET vX PSI AT 28 DAYS. ALL DESIGN MIXES SHALL BE PROPORTIONED IN ACCORDANCE TO SECTION 5.3,'PROPORTIONING V) 13 M M-711 0 > EAVY DUTY GRAY IRON(CL35) 07 od LU ON THE BASIS OF FIELD EXPERIENCE ANDiOR TRIAL MIXTURES"OF ACI-3118. THE WATER-CEMENT RATIO FOR THE 03 f77 1771 DRAINAGE STRUCTURE SET BY CAMBELL uj D FOR PRECAST FOUNDATIONS.SUITABLE PROPOSED MIX DESIGN SHALL ACHIEVE AN AVERAGE 28-DAY STRENGTH OF 1,200 PSI GREATER THAN THE 9 1 U- FOUNDARY COMPANY CURB INLET SET > Lu ---------- BACKFILL MATERIALS SHALL BE REQUIRED STRENGTH ON LABORATORY TEST RESULTS. ALL DESIGN MIXES INCLUDING HISTORICAL TEST RESULTS 03 r-3 17770 177 77 MODEL No.:2617 OR APPROVED EQUAL _M COMPACTED TO 95%OPTIMUM DRY SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW. M M3 r"711 E 93- DATE: 05/03/2024 o PROCTOR DENSITY IN 9"LOOSE LIFTS MIN 3. CONCRETE SHALL HAVE A SLUMP NO GREATER THAN 4"TO WITHIN A TOLERANCE OF 1'. —31-0"MIN 2'-6"—!8". z ROUT SCALE: D3 177 E-711 [[7 01 N.T.S. o 4, EXPOSED CONCRETE SHALL BE AIR ENTRAINED,6%(WITHIN 1%TOLERANCE),CONFORMING TO ASTM C 260. Lu 77 07 ENTIRE PIPE Li Cf) PROJECT NUMBER: 23200 5. CONCRETE SHALL BE CONSOLIDATED IN PLACE USING AN INTERNAL VIBRATOR. z GROUNDW < ATER > i I 0 AUGERED OR FORMED CAST-IN-PLACE OR DRAWING BY: AM 7i < PRECAST CONCRETE PIER FOUNDATION 6, REINFORCING STEEL BARS SHALL BE BILLET STEEL CONFORMING TO ASTM A 615.GRADE 60. ALL REINFORCEMENT (4,000 PSI AIR ENTRAINED CONCRETE) CHECKED BY: MP z REINFORCING SHALL BE SECURELY HELD IN PLACE WHILE PLACING CONCRETE. IF REQUIRED,ADDITIONAL BARS OR STIRRUPS E, z AST IN PLACE PIPE 0 TIE SPA E CING '� 4 j u_ SHALL BE PROVIDED BY THE CONTRACTOR TO FURNISH SUPPORT FOR ALL BARS. BAR SUPPORTS IN CONTACT -A WINDOWS AS REQUIRED .. WITH EXPOSED SURFACES SHALL BE PLASTIC TIPPED. ALL ACCESSORIES SHALL BE GALVANIZED. 6'-0"MIN.PENETRATION INTO A VIRGI :D STRATA OF SAND AND GRAVEL.REFER ,000 P.S.I.CONCRETE APPROVED BY: MP 7 ALL SPLICES OF REINFORCING BARS NOT INDICATED ARE TO BELTS AS PER THE REINFORCING SPLICE SCHEDULE TO SOIL BORING ON SHEET C-4 FOR 1�;75UAf�E SEAL & SIGNATURE: ALTERATION OR ADDITION TO THIS NOTE OR 40 BAR DIAMETERS. DISCONTINUOUS ENDS OF CONTINUOUS BARS SHALL BE STANDARD HOOKS. DETAILS ON APPROXIMATE DEPTHS OF DRYWELL DETAIL Y4"CLEAN WASHED DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VERTICAL TEE LIGHT POLE FOUNDATION SCHEDULE EXCAVATION REQUIRED. (FOR USE ON-SITE) AGGREGATE(SIZE NO.57 VAE ON OF SECTION 7209, FOR ADDITIONAL INFORMATION. 8 SHOP DRAWINGS OF REINFORCING TO BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION REINFORCEMENT BAR'F,_",� SECTION A-A AS PER ASTM C-33) SUB-DIVISION 2,OF THE NEW PORK AND ORDERING OF MATERIAL. SHOP DRAWINGS SHALL SHOW ALL REINFORCEMENTS, SPLICE LENGTHS, BAR N.T.S. C, STATE EDUCATION LAW. NOTE: LENGTHS,BEND SCHEDULES.AND CONCRETE DIMENSIONS REINFORCING LAYERS SHALL BE SHOWN SEPARATELY R4 3-CLEAR COVER(TYP) _j ON SHOP DRAWINGS. 1) DESIGN COMPRESSIVE STRENGTH=4,000 P.S.I.@ 28 DAYS AASHTO H-20 LOADING 4'-0" x 21 PRECAST CONCRETE CATCH BASIN CO DRAWING No: 2) SEAL PIPE OPENINGS WITH NON-SHRINK 3ROUT 3) PROPOSED STROMWATER PIPING TO BE 15-DlA.CORRUGATED HOPE UNLESS NOTED. (FOR USE ON-SITE) Lu 9. CONCRETE FIELD TESTS SHALL BE PERFORMED AS REQUIRED BY GOVERNING CODES BY A QUALIFIED N.T.S. 3 w FOUNDATION INDEPENDENT INSPECTION FIRM TESTS SHALL NOT BE TAKEN LESS THAN ONCE A DAY OR LESS THAN ONCE PER 1::0 NOT I f f"., 'ALED DIAMETER'C') 150 CUBIC YARDS OF CONCRETE NO LESS THAN 6 TEST CYLINDERS ARE TO BE TAKEN TO OBTAIN 7-DAY AND 0 28-DAY AVERAGE COMPRESSIVE STRENGTHS. WELL COMPACTE 005 C-1 1 SUBGRADE 10. IF CAVING OF DRILLED HOLES ARE ENCOUNTERED, CONTRACTOR SHALL PROVIDE BENTONITE SLURRY IN OFE PERMANENT CASINGS FOR DRILLED CONCRETE PIER FOUNDATIONS. ELEVATION VIEW 11. CONCRETE SHALL ATTAIN 80% OF THE DESIGN STRENGTH OR CURE FOR A MINIMUM OF 7-DAYS PRIOR TO THE 4 TYPICAL LIGHT POLE FOUNDATION DETAIL INSTALLATION OF THE LIGHT POLES OR ALL LIGHT POLES ARE TO BE SUITABLY BRACED AGAINST WIND LOADS, CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER N T.S. EARTH PRESSURE,AND CONSTRUCTION LOADS DURING THE ABOVE MENTIONED TIMEFRAME. OF RECORD FOR REVIEW PRIOR TO CONSTRUCTION FOR MARC PILOTTA, P.E. PAGE No: ANY DETAIL NOT PROVIDED IN THIS PLAN SET. NEW YORK STATE PROFESSIONAL ENGINEER #081558 11 OF 14 YAKey CiviRProjects120230200-JIMN Architecture-14300 Main Road-Mattituck0rawings\Key Civi1123200_2025.04 11-SPP9-SPDES-RPZ3.dwg NYSDOT ITEM NUMBER TABLE ' 1 T 609.04010510 CONCRETE CURB TYPE VF6 608.01050809 CURB RAMP CONFIGURATION TYPE 8 _._.------._'-- r Z,�� � > ---'w i •� -._` --- 608.01050605 6"THICK CURB RAMPoye 608.01010002 CONCRETE SIDEWALK,AMERICAN WITH DISABILTIES ACT 01 11 APPROXIMATE LIMIT OF LLUN `16 f ;,v 25 PROPOSED SAWCUT l l ±524' 203.02 UNCLASSIFIED EXCAVATION&DISPOSAL (NYSDOT ITEM#627.50140008)/O " TO NYSDOT REFERENCE 26� MARKER#25 07041537 610.1402 TOPSOIL-ROADSIDE(4„DEEP) on _ .--- PROPOSED ASPHALT REPLACEMENT r „C66 0�o PROPOSED ROADSIDE-TOPSOIL& Y< El �z v - ' r,l ` rl 610.1601 TURF ESTABLISHMENT-ROADSIDE ��0 J PER NYSDOT REGION 10 DETAILS �. TURF ESTABLISHMENT(NYSDOT : PROPOSED WHITE PAINT PROPOSED ASPHALT REPLACEMENT APPROXIMATE LIMIT OF ¢ �, DWG NO.PR-7(SEE DETAIL ON t - - ITEM#610 1402ɢ.1601)(TYP.) 627.50140008 ASPHALT PAVEMENT SAWCUT 4'' ' SHEET C-13 FOR ITEM NUMBERS) r^�� REFLECTORIZED PAVEMENT MARKING PER NYSDOT REGION 10 DETAILS PROPOSED SAWCUT - --�J _---- ��. (NYSDOT ITEM#685.07150110) DWG N0.PR-7(SEE DETAIL ON (NYSDOT ITEM#627.50140008) 490.30 MISCELLANEOUS COLD MILLING � u k s ffol //'Ave p '� SHEET C 13 FOR ITEM NUMBERS) EXISTING ROADSIDE-TOPSOIL&TURF I /} E LI EXISTING MANHOLE TO BE RESET 407.0102 DILUTED TACK COAT ` : : . t ESTABLISHMENT(NYSDOT ITEM#610,1402& PROPOSED CONCRETE Gt1 0 L_ I �. /�J Ned VpR1ESl '.,...::.:.. #610.1601)TO REMAIN.CONTRACTOR TO REPLACE CURB(TYPE VF6)(NYSDOT TO PROPOSED GRADES AND MADE i �WIpTH WETLANDS t 404.098101 TOP COURSE y-:. i IF DAMAGED,AS DIRECTED BY NYSDOT. TYP. ITEM#609.04010510 FLUSH WITH NO TRIPPING HAZARD BOUNDARY APPROXIMATE LIMIT OF ,. 20.35 '� 404.1989 BINDER COURSE TO NYSDOT REFERENCE , - PROPOSED SAWCUT ,. �� �• Q t MARKER#25 07041536 (NYSDOT ITEM#627.50140008) _ PROPOSED 2'LONG ,�- 404.2589 BASE COURSE CONCRETE - C i CONCE CURB GJ m 26.1s r--� - 304.10119917 SUBBASE COURSE �_ ---'� TC 20.12 TC 19.93 .. •. EXISTING CONCRETE CURB(TYPE pROpOSED 23'WIDE CURB 26 17 ' Il J BC 19.87 BC 19.93 - 209.11010024 TEMPORARY CATCH BASIN INSERT a "�' : ?. n_=--- J EXISTING DRAINAGE INLET TO REMAIN. VF6)TO BE REPLACED IN KIND 2.5 PROPOSED INLET PROTECTION TO BE --' 685.07150110 WHITE PAINT REFLECTORIZED PAVEMENT MARKING "'R'{' '.'ky Map data @2024 Terms Reporta map error REPLACE EXISTING CUT TO EX 2' _ri.i ,�;' _�- �„ (NYSDOT ITEM#609,04010510) _...-. I . .� I . . . . .` UTILIZED DURING CONSTRUCTION i f ---+ - n r 26.26 --- -- ":" 4 ( (NYSDOT ITEM#209.11010024)- -'f - J i 625.05 STEEL PIN AND CAP R.O.W. MARKER VICINITY MAP . • . . • . • • • . . • . - - - PROPOSED NYSDOT TYPE 8 CONCRETE CURB RAMP r •^ TC 19.73 TC 20.01 e PER NYSDOT REGION 10 CURB RAMP DETAILS DWG NO. 625.06 PERMANENT SURVEY MARKER N.T.S. PTC 26.69 `T �� .� �. 'r 4 •- l ^" " BC 19.73 BC 19.76 J- a _ s EBC 26.36 ,- �„' _ o, �---� ,. _-.- � i CRD-4 WITH RAMP SIDE OPTION A AND DETECTABLE '.� --- �` ` i '`_ 11` ^-_ "`'� ¢: + ��• o° P ` WARNING SURFACE PLACEMENT OPTION 1(NYSDOT j PROJECT DATA j - =8.5' v _) _ -- +�" ® -- ,- + + + ° ITEM#608.01050809ɠ.01050605) _ TC 26.67 r I o d" + + + + + ++ °° v�� LEGEND APPLICANT/OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART J 4 I' I' ! "r TS. + " 27835 MAIN ROAD _ BC 26 34 26.28 1 v -- _ ...�" + ++ �,5 P.O.BOX 926 Q n_ J - O I °`J R13.5' P.O.B O 926UE,NY 11 35 EXISTING ITEM PROPOSED PROPOSED CONCRETE SIDEWALK AND CURB 26:� 'c_ •., _ ° , PROPOSED AREA OF *++ �M1N 1 TC 19.98 C �- `- TO MEET EXISTING FLUSH WITH NO TRIPPING " "I ',i - ® DEDICATION(65.1 SF) + BC 19.98 TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 11,Lot 1 �- .,. _� ! �- _ 20.41 + _ I C ®®® PROPERTY LINE HAZARD.NYSDOT INSPECTOR TO DETERMINE . 26.35 _ EXISTING UTILITY POLE PROPOSED CONCRETE EXISTING CONCRETE SIDEWALK(NYSDOT + SITE AREA.................................. 242,298.52 SF(5.5624 Acres) EXTENT OF SIDEWALK AND CURB SAWCUT__----'�•"• �. --� TO REMAIN(TYP.) SIDEWALK(NYSDOT ITEM#608.01010002)TO REMAIN. PROPOSED ROADSIDE-TOPSOIL& I TC 20.29 ) BASED ON FIELD CONDITIONS.(TYP.) 26.42 26.35 TURF ESTABLISHMENT(NYSDOT 20.46 BC 20.04 CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE RO • ITEM#608 010100 ) CONTRACTOR TO REPLACE IF DAMAGED, ( ) 02 AS DIRECTED BY NYSDOT.(TYP.) ITEM#610.1402ɢ.1601)(TYP.) - 26.49 . . 26 42 BUILDING ........................... H 20.40 I CURRENT USE CHURCH �,T f EXISTING DRIVEWAY TO BE PROPOSED"STOP" PROPOSED I PROPOSED CONCRETE SI DEWALK .- -- -_.__, ,;- --.�;-' ,-•- ,� _"_"__ TO MEET EXISTING FLUSH WITH NO PROPOSED USE......................... PARISH CENTER V°1 . REPLACED WITH NYSDOT \ SIGN(MUTCD#R1-1) \\\ PROPERTY LINE I TRIPPING HAZARD(TYP.) EXISTING FOOTPRINT............... 8,567 SF HEDGE TYPE 3 DRIVEWAY ENTRANCE PROPOSED �I CONCRETE CURB EXISTING PROPERTY PROPOSED FOOTPRINT........... 8,508 SF INCLUDING BUILDING CANOPY PROPOSED 6"CONCRETE i MARKER(TYP.OF 2) � ( ) SIDEWALK NYSDOT ITEM y LINE COVERED ENTRY:273 SF EXISTING CONCRETE CURB(NYSDOT � � ( --( ( _ f ITEM#609.04010510)TO REMAIN. ❑) y I 141; '�"{ ' DEPRESSED CURB GROSS FLOOR AREA................ LOWER LEVEL......................................2,020 SF #608.0110060., - CONTRACTOR TO REPLACE IF ) ) (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF C / � TOTAL..................................................101528 SF DAMAGED;AS DIRECTED BY NYSDOT. L�� �(�) `� _ Y-1 I CONCRETE PAVEMENT a a �i AQ��-- o C-0 C ASPHALT PAVEMENT ' 1 JUN 2 7 2025 SOUTHOLD TOWN CORNER OF NYS ROUTE 25 ROADSIDE-TOPSOIL REEVE AVE. PLANNING BOARD SCALE:1"=10' SPOT GRADE 20.40 DRIVEWAY ENTRANCE ALONG NYS ROUTE 25 TOP AND BOTTOM OF TC 20.01 9 04/11/25 AD REV.PER TOWN AND NYSDOT COMMENTS CURB ELEVATION BC 19.75 SCALE:1"=10' 8 02/05/25 AD REV.PER SCWA COMMENTS DATED 01/28/25 UTILITY POLE 7 01/27/25 AD REV.PER SCDHS COMMENTS DATED 01/24/25 6 01/21/25 AD REV.PER UPDATED SEPTIC LAYOUT ' U LIGHT POLE 5 12/06/24 qp REV.PER UPDATED ELECTRIC AND RPZ WATER SERVICE LOCATIONS - 4 11/22/24 AM REV.PER UPDATED ELECTRIC AND TELECOM NYSDOT NOTES ACCESSIBLE SITE REQUIREMENTS SERVICE LOCATIONS OT.S. SIGN 3 10/02/24 AM REV.PER TOWN COMMENTS DATED 09/11/24 AND a. BEFORE CONSTRUCTION,THE CONTRACTOR SHALL COORDINATE WITH STATE PERMIT ENGINEER REGARDING APPROPRIATE LOCATION FOR 1. MAXIMUM ALLOWABLE SLOPE: SCDHS COMMENTS DATED 10/02/24_ SNOW STAKES SLEEVES. a. ACCESSIBLE RAMP,CURB RAMP: 2 07/19/24 AM ISSUED TO TOWN q r • 8.3%LONGITUDINAL SLOPE IN THE DIRECTION OF TRAVEL(7.5%PREFERRED DESIGN SLOPE) l b. AFTER CONSTRUCTION,SIDEWALKS AND RAMPS MUST BE EVALUATED FOR COMPLIANCE WITH CURRENT ADA STANDARDS.THE PERMITTEE OR o o FIRE HYDRANT 1 05/14124 DO REV.PER CLIENT COMMENTS �,- - • 2.0/°CROSS SLOPE(1.5/°PREFERRED DESIGN SLOPE) HIS DESIGNATED "DESIGNER OF RECORD" SHALL FIELD VERIFY THAT THE PEDESTRIAN FEATURES (RAMPS, SIDEWALK, ETC.) WERE b. LANDING.TURNING SPACE,PARKING STALL,PARKING ACCESS AISLE: CONSTRUCTED TO CURRENT ADA STANDARDS OUTLINED IN NYSDOT SPECS SECTION 608 AND RELATED STANDARD SHEETS. SUBMIT ° o NO. DATE BY DESCRIPTION • 210 SLOPE IN ANY DIRECTION(1.510 PREFERRED DESIGN SLOPE) REQUIRED DOCUMENTATION TO THE STATE PERMIT ENGINEER BEFORE THE WORK CAN BE ACCEPTED AS COMPLETE AND THE PERMIT BE ELECTRIC MANHOLE CLOSED THE FEATURES THAT DO NOT COMPLY WITH ADA REQUIREMENTS UPON COMPLETION WILL REQUIRE REMOVAL AND c. ACCESSIBLE PATH: ® COVER REVISIONS �•,�_ • 5.0°o LONGITUDINAL SLOPE IN THE DIRECTION OF TRAVEL(4.5%PREFERRED DESIGN SLOPE) EXISTING ROADSIDE-TOPSOIL&TURF PROPOSED 2'LONG RECONSTRUCTION. • 2.0%CROSS SLOPE(1.5%PREFERRED DESIGN SLOPE) ESTABLISHMENT(NYSDOT ITEM#610.1402& CONCRETE CURB TELECOM MANHOLE #610.1601 j TO REMAIN.CONTRACTOR TO REPLACE TAPER TYP.OF 2 �,__- C. REPAIR EXISTING SHOULDER,SIDEWALK AND CURBING AS ORDERED BY THE STATE ENGINEER. 2. MINIMUM ALLOWABLE CLEARANCE: O ( ) TC 21.95 0 "�Cam. COVER °a.,.., IF DAMAGED,AS DIRECTED BY NYSDOT.(TYP.) 1 a. ACCESSIBLE RAMP,CURB RAMP: BC 21.45 \ I d, ANY SIDEWALK PANELS OR CONNECTING PAVEMENT THAT HAVE SETTLED WITH A GREATER THAN%<"LIP OR CRACK OVER 1/2"WIDE SHALL BE O t_- 1 • ' • 36"CLEAR WIDTH r: REPLACED TO MEET ADA REQUIREMENTS. _ - 2 TC 21.41 b. ACCESSIBLE RAMP LANDING: ® INLET '/ EXISTING CONCRETE SIDEWALK(NYSDOT 9' 1 BC 21.41 0 • WIDTH EQUAL TO RAMP WIDTH e. RUNNING SLOPE OF THE DRIVEWAY WITHIN THE ROW SHALL NOT EXCEED 6/o. ITEM#608.01010002)TO REMAIN. �..---'"`2 • 36"INDIRECTION OF TRAVEL AT TOP OF RAMP CONTRACTOR TO REPLACE IF DAMAGED, --` =" v • 60"IN DIRECTION OF TRAVEL AT BOTTOM OF RAMP AS DIRECTED BY NYSDOT.(TYP) - ifCONSTRUCTION MATERIALS AND EQUIPMENT SHOULD BE REMOVED FROM THE NYSDOT ROW AT THE END OF EACH WORKDAY. MATERIALS -...-• f,-_ c. ACCESSIBLE PATH WALKWAY: TREE ALLOWED TO REMAIN ON SITE MUST BE STORED OUTSIDE THE VEHICLE CLEAR ZONE. -` r-,I 1 a _- • 5'WIDTH CIVIL 1/ i n ,� j`j f L� PROPOSED ROADSIDE-TOPSOIL d. TURNING SPACE: `'y y "� ''' '" - �, �• 9: TURF ESTABLISHMENT(NYSDOTOIL g. ALL NEW OR RELOCATED SIGNPOSTS MUST BE INSTALLED IN PVC SLEEVES. • 5'x 5' e. PARKING5x ' TALL: 664 BLUE POINT ROAD, UNIT B TC 2167 .ITEM#610.1402ɢ.1601)(TYP.) h. SNOW STORAGE STRIP AND SIDEWALK RESTORATION MUST MATCH OR ENHANCE THE AESTHETIC VALUE OF THE SIMILAR FEATURES IN THE CAR:96"WIDTH(SEE NOTE 7) HOLTSVILLE, NEW YORK 11742 BC 21.67 NEIGHBORHOOD. TC 22.13 5 goo EXISTINGCONCRETE SIDEWALK VAN OPTION A:132"WIDTH (6311 961-0506 w • VAN OPTION B:96"WIDTH BC 21.63 v . '•�J (NYSDOT ITEM#608.01010002) i. MINIMUM WIDTH OF ASPHALT RESTORATION SHOULD BE 4'FOR PROPER COMPACTION.ADD V OVERCUT FOR TOP COURSE. f. ACCESS AISLE: / www.KeyCivilEngineering.com 1�-' TO BE REMOVED(TYP.) • CAR:60"WIDTH&FULL LENGTH OF PARKING SPACE(SEE NOTE 7) ALL COLD JOINTS TO BE SEALED WITH HOT APPLIED SEALANT. • VAN OPTION A:60"WIDTH&FULL LENGTH OF PARKING SPACE ,> PROPOSED CONCRETE PROPOSED CONCRETE • VAN OPTION B:96"WIDTH&FULL LENGTH OF PARKING SPACE REFER TO SHEET C-13 (NYSDOT DETAIL PROJECT NAME ®. SIDEWALK(NYSDOT CURB(TYPE VF6)(NYSDOT k. TACK COAT IS REQUIRED BETWEEN ALL LIFTS AND JOINTS,REGARDLESS OF WHEN PLACED. ITEM#608.01010002) ITEM#609.04010510) 3. THERE IS NO TOLERANCE ON VALUES ABOVE ALLOWABLE MAXIMUM SLOPES.CONSTRUCTION TOLERANCE IS BUILT IN TO SHEET) FOR ALL DETAILS TO BE USED ROMAN CATHOLIC CHURCH OF THE SACRED - _ I I. THE THICKNESS OF CURB RAMPS SHOULD BE A MINIMUM 6"AND THEY SHOULD INCLUDE WIRE FABRIC REINFORCEMENT WITH 3" OF TOP DESIGN AND SHOULD BE FORMED AND CONSTRUCTED WITH TOLERANCE SO THAT FINISHED SLOPES DO NOT EXCEED THE PROPOSED CONCRETE COVER MAXIMUM ALLOWABLE SLOPES. IN THE NYSDOT RIGHT-OF-WAY. HEART PROPOSED PARISH CENTER SIDEWALK TO MEET 14300 MAIN ROAD m THE RAMPS SHALL HAVE A LEVEL 5'x5'LANDING IN THE SIDEWALK. MA4300 MAIN NY AD EXISTING FLUSH WITH NO �'�; 4. SURFACE CONDITIONS AT ACCESSIBLE WALKWAYS AND ACCESSIBLE AREAS (PAVER SYSTEMS AND/OR CONCRETE TRIPPING HAZARD(TYP.) < f- n. THE CURB RAMPS SHALL BE ORIENTED TO DIRECT THE PEDESTRIANS STRAIGHT TO THE DESTINATION RAMP ACROSS THE DRIVEWAY/STREET. SURFACES)SHALL NOT INCLUDE GAPS GREATER THAN 1/T OR VERTICAL CHANGES AT JOINTS E BETWEEN UNITS GREATER CONTRACTOR TO CONFIRM GRADES I N THAN 1l4"UNLESS THE OVERALL LEVEL CHANGE DOES NOT EXCEED 1/2"AND THE LEVEL CHANGE IS BEVELED AT 50%. TOWN OF SOUTHOLD, COUNTY OF SUFFOLK P�� I o. EROSION AND SEDIMENT CONTROL DETAILS SHALL FOLLOW STANDARD SHEETS 209. NYSDOT R.O.W. PRIOR TO CONSTRUCTION DIST•: 1000, SECT.: 114, BLOCK: 11, LOT: 1 5. THE DRAWINGS ARE DESIGNED TO MEET ACCESSIBILITY STANDARDS AT MINIMUM. LOCAL AND STATE REQUIREMENTSMAY SIDEWALK ALONG NYS ROUTE 25 p. ALL DRIVEWAYS AND SIDE ROADS IMPACTED BY THE WORK ZONE TRAFFIC SCHEME SHALL BE KEPT OPEN AND ACCESSIBLE ALL THE TIME. HAVE ADDITIONAL STANDARDS. AND NOTIFY ENGINEER OF RECORD OF SCALE:1"=10' 6. PROVIDE ONE ACCESSIBLE ROUTE FROM BUILDING ENTRANCE TO PUBLIC RIGHT OF WAY TO MEET APPLICABLE ANY DISCREPANCIES. DRAWING TITLE q. NYSDOT GENERAL ROADSIDE SEED MIX SHALL BE USED FOR ALL GRASS RESTORATION. ACCESSIBILITY REQUIREMENTS NOTED ABOVE. r. APPROVED ITEMS CAN BE VERIFIED AT WWW.DOT.NY.GOV/PIC.STANDARD SHEETS ARE AVAILABLE AT;STANDARD SHEETS(US CUSTOMARY) 7. IN NYS(EXCLUDING NYC), ALL ACCESSIBLE STALLS ARE REQUIRED TO BE VAN ACCESSIBLE. NYSDOT SITE PLAN (NY.GOV).FOR MORE INFO,PLEASE GO TO WWW.DOT.NY.GOV/PERMITS. s. ANY UTILITY WORK PROPOSED IN STATE HIGHWAY ROW WILL REQUIRE SEPARATE APPLICATION AND SUBMISSION OF RESTORATION PLANS, FOLLOW THE GUIDELINES OF OUR UTILITY HANDBOOK, BLUE BOOK TITLED, 'REQUIREMENTS FOR THE DESIGN AND CONSTRUCTION OF UNDERGROUND UTILITY INSTALLATIONS WITHIN THE STATE HIGHWAY RIGHT-OF-WAY'.THE APPLICANT SHOULD CONTACT MR.JOSHUA ECKER (631-727-1731,JOSHUA.ECKER@DOT.NY.GOV) FOR FURTHER DIRECTIONS REGARDING UTILITY HIGHWAY WORK PERMIT(HWP)APPLICATIONS. DATE: 05/03/2024 THE UTILITY HWP ISSUANCE IS SUBJECT TO ISSUANCE OF THE HWP REQUIRED FOR SITE WORK. t ALL PROPOSED ROAD IMPROVEMENTS DETAILED IN THE SITE PLANS MUST COMPLY WITH THE LATEST VERSIONS OF AMERICAN ASSOCIATION SCALE: 1" = 10' OF STATE HIGHWAY&TRANSPORTATION OFFICIALS(AASHTO),ADA,NATIONAL MANUAL OF UNIFORM TRAFFIC CONTROL DESIGN(MUTCD)WITH THE NYS SUPPLEMENT, NYSDOT HIGHWAY DESIGN MANUAL,AND THE POLICY AND STANDARDS FOR THE DESIGN OF ENTRANCES TO STATE PROJECT NUMBER: 23200 HIGHWAYS ('DRIVEWAY DESIGN POLICY'). ROAD IMPROVEMENT PLANS MUST PROVIDE ALL APPROPRIATE NYSDOT STANDARD DETAILS AND NYSDOT STANDARD ITEM NUMBERS. DRAWING BY: AM CHECKED BY: MP GRAPHIC SCALE APPROVED BY: MP 10 0 5 10 20 40 pp SEAL& SIGNATURE: ALTERATION OR ADDITION TO THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A (/-o f N E W �, n VIOLAT ON OF SECTION 7209, v P1L0 �O'j� SUB-DIVISION 2,OF THE NEWYORK ( IN FEET ) ,� � �" STATE EDUCATION LAW. 1 inch = 10 ft. DRAWING No: * w NOT t�x. _ ° `ALED dZ 0 0816 PIV C-12 :.. ROPED Know what's below. Call before you dig. 1-800-272-4480 MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 12 OF 14 Y:1Key CIv!!iProjects120231,23200._1MN Archltecture_14300 Main Road_MattitucklDrawingslKey 00\23200"_2025.04.11._SPP9._SPDES-_RPZ3.dwg ` :a ST x` TCURB RAMP NOTES (NYSDOTSTANDARDSHEETS608-01) CURB RAMPNOTES: •••STORM SEWER GRATE T r �k, -,� �-1 I 1. 5 11 iJ GENERAL NOTES FOR DRIVEWAY STANDARD SHEETS: SITE CONDITIONS (SIDEWALK / CURB): TABLE 1 �� 1. THESE SHEETS ARE IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT 19. THE MINIMUM WIDTH OF A CURB RAMP SHALL BE 4'-0". „`i�, X/; .�, ' w < ; DRIVEWAYS AND MINOR 22. ANY PCC SIDEWALK WHICH CROSSES A DRIVEWAY SHALL HAVE A MINIMUM THICKNESS OF 6" RECOMMENDED DRIVEWAY WIDTH W (ADA), RI THE REQUIREMENTS OF THE 2IG PROPOSED ACCESSIBILITY GUIDELINES FOR b"a t i. THE DRIVEWAY STANDARD SHEETS APPLY TO FIELD ENTRANCES. RESIDENTIALPEDESTRIAN FACILITIES IN THE PUBLIC RIGHT OF WAY lPROwAG). 20. THE GRADE !RUNNING SLOPE)OF A CURB RAMP SHAH 8E A MINIMUM OF 5%.THE �`-."r, �,� S � <? a 's 0 COMMERCIAL DRIVEWAYS. FIELD ENTRANCES AND RESIDENTIAL DRIVEWAYS ACCOMMODATE AN AASHTO AND INCLUDE STEEL MESH REINFORCEMENT WITH 3" Of TOP COVER. "$'se>.��' -UFt STRAPS �'< '"`� GRADE FOR DESIGN ANp LAYOUT SHALL BE A MAXIMUM Of 7.5%. THE GRADE FOR ADA 11 `S,` t� PASSENGER CAR DESIGN VEHICLE. MINOR COMMERCIAL DRIVEWAYS ACCOMMODATE AN AASNTO SINGLE UNIT PERMISSIBLE RANGE OF PERMISSIBLE RANGE OF 2. DIMENSIONS SHOWN IN THE DETAILS AS MINIMUMS AND MAXIMUMS ARE THE LIMITS FOR ACCESSIBILITY AND WORK ACCEPTANCE SHALL BE A MAXIMUM OF 8.37. REINFORCED �s �/ y. `,' TRUCK DESIGN VEHICLE. 23. FOR GRADE CHANGES REFER TO THE DRIVEWAY PROFILES ON SHEET 8. VERTICAL CURVES WIDTHS (FTJ WITHIN 30 FT. WIDTHS(FT.)WITHIN 30 FT. DESIGN AND FIELD LAYOUT. FACILITIES SHALL NOT BE CONSTRUCTED WITH VALUES CORNERS' " ' � C?", " :4 ARE RECOMMENDED TO CONNECT TANGENTS. SEE TABLE 5 - 'MINIMUM LENGTH OF VERTICAL DRIVEWAY CLASSIFICATION ."-"REQUIRED OVERFLDW FORTS '' OF TRAVELED WAY FOR ROADS OF TRAVELED WAY FOR ROADS TABLE 2 OUTSIDE THE LIMITS FOR WORK ACCEPTANCE. SEE TABLE "DESIGN ELEMENT TOLERANCES" 21. WHERE EXISTING CONDITIONS DO NOT ALLOW THE CONSTRUCTION OF A CURB RAMP WITH O ,;.' x:�' k, �� 2. DRIVEWAY WORK PERFORMED OFF THE RIGHT-OF-WAY REQUIRES AN EASEMENT OR A DRIVEWAY RELEASE. A CURVE' ON SHEET 2 FOR TYPICAL VERTICAL CURVE LENGTHS "L". POSTED 40 MPH OR LESS POSTED 45 MPH OR MORE MAXIMUM DRIVEWAY SLOPE ON THiS SHEET. FURTHER INFORMATION IS PROVIDED ON "CRITICAL ELEMENTS FOR THE A GRADE (RUNNING SLOPE) OF 8.3% OR LESS, THE RAMP LENGTH SHALL NOT BE REQUIRED F; � p �,, DRIVEWAY RELOCATION WILL REQUIRE A TEMPORARY EASEMENT MAP. DESIGN, LAYOUT, AND ACCEPTANCE OF PEDESTRIAN FACILITIES" AVAILABLE ON THE TO EXCEED 15'-1" FOR DESIGN AND FIELD LAYOUT. THE RAMP LENGTH SHALL NOT BE y i .,Z: �;, ;.WI 24. WHERE THE EXISTING GRADE OF THE DRIVEWAY PROFILE IS LESS THAN OR EQUAL TO 2%, RESIDENTIAL LESS THAN 50 FT. NYSDOT HIGHWAY DESIGN MANUAL CHAPTER 18 WEBSITE. REQUIRED TO EXCEED 15'-O" FOR WORK ACCEPTANCE.NO NONSTANDARD FEATURE I x ' r � ,�9 \. 3. IF COMMERCIAL PROPERTY DEVELOPMENT PLANS INVOLVE NEW OR MODIFIED ACCESS To A STATE HIGHWAY A MATCH THE CROSS SLOPE OF THE SIDEWALK TO THE EXISTING DRIVEWAY PROFILE GRADE. iN LENGTH MEASURED ALONG 9 TO 12 10 TO 24 ROADWAY MINOR COMMERCIAL RESIDENTIAL JUSTIFICATION IS REQUIRED. N .-. 3 'v,' o�"7 ,`' COMMERCIAL HIGHWAY WORK PERMIT APPLICATION (FORM PERM 33-COM) MUST BE FILLED OUT AND THE CENTERLINE CLASSIFICATION DRIVEWAY DRIVEWAY I 3. NOT ALL FACILITIES CAN BE CONSTRUCTED TO MEET THE DESIGN STANDARDS. I 'r r.' �� has 2S SUBMITTED TO THE REGIONAL PERMIT COORDINATOR. 25. WHERE THE EXISTING GRADE OF THE DRIVEWAY PROFILE EXCEEDS 2% SAWCUT THE DRIVEWAY RESIDENTIAL GREATER THAN 50 ff. FACILITIES THAT CANNOT BE CONSTRUCTED TO MEET THE DESIGN STANDARDS SHALL BE 22. THE CROSS SLOPE OF THE CURB RAMP SHALL BE AS FLAT AS POSSIBLE AND STILL -A `�' `N�� o\"-"F '' ..^ AND RECONSTRUCT A MINIMUM OF 2' ON BOTH SIDES OF THE SIDEWALK, TO TRANSITION E LENGTH MEASURED ALONG THE 9 TO 12 10 TO 14 FRURAL 10% 12Y. CONSTRUCTED TO MEET THE STANDARDS TO THE GREATEST EXTENT PRACTICABLE. PROVIDE POSITIVE DRAINAGE. THE CROSS SLOPE OF A CURB RAMP SHALL BE 1.5%MAXIMUM I 4' l21 ' ii 4. SEE THE DRIVEWAY TABLE IN THE CONTRACT PLANS FOR SPECIFIC DRIVEWAY LOCATIONS,WIDTHS ("W"), FROM THE EXISTING GRADE OF THE DRIVEWAY PROFILE To THE SIDEWALK CROSS SLOPE. CENTERLINE NONSTANDARD FEATURES SHALL BE JUSTIFIED PER HIGHWAY DESIGN MANUAL CHAPTER 2, FOR DESIGN AND LAYOUT,AND 2%MAXIMUM FOR WORK ACCEPTANCE. SEE NOTE 12 FOR y 260 ,<;: :._. CORNER ANGLES,LENGTHS VT"), MATERIAL, AND ENTRANCE TYPE. MINOR COMMERCIAL URBAN 6% 8% EXHIBIT 2-15A. EXCEPTIONS. WHERE THE EXISTING ROADWAY GRADE EXCEEDS 2%, THE CURB RAMP MAY BE DIMING STRAPS ' �` ;a d 4 1 .: 26. TO PREVENT DRIVEWAY GRADES FROM EXCEEDING THE VALUES IN TABLE 2 MAXIMUM 22 TO 30 28 TO 35 WARPED ACCORDING TO THE DETAIL ON SHEET 8 OF 9 TO TIE INTO THE DROP CURB. I i •� })g 5. DETECTABLE WARNING SURFACES SHALL BE PROVIDED WHERE THE PEDESTRIAN ACCESS ROUTE CROSSES DRIVEWAY SLOPE' ON SHEET 2, IT MAY BE NECESSARY TO DEPRESS THE SIDEWALK ACROSS SNARED Two-WAY DRIVEWAY 4. TO CHECK FIELD LAYOUT AND TO VERIFY WORK ACCEPTANCE, ALL SLOPES AND GRADES ��p,l) a 4 o DRIVEWAYS WITH SIGNAL YIELD OR STOP CONTROL.DETECTABLE WARNING SURFACES SHALL NOT BE THE DRIVEWAY. SIDEWALK RAMPS SHALL HAVE THE LEAST RUNNING SLOPE POSSIBLE, WITH A MINOR COMMERCIAL DIVIDED WILL BE MEASURED WITH A 4 FOOT LONG DIGITAL LEVEL USING AT LEAST TWO READINGS. 23. RAMP SIDE OPTIONS ARE DETAILED ON SHEET 3 OF 9 FOR USE WITHIN THE BUFFER I I STORM INLET 66 12 TO 24 12 TO 24 rl �:R` ., PROVIDED AT CROSSINGS OF UNCONTROLLED DRIVEWAY APRONS. MAXIMUM DESIGN AND LAYOUT SLOPE OF 7.5%. THE RUNNING SLOPE FOR WORK ACCEPTANCE OR ONE-WAY DRIVEWAY WHERE THE READINGS VARY, THE MEASUREMENTS WILL BE AVERAGED.GRADE (RUNNING ZONE. WHERE A PEDESTRIAN CIRCULATION PATH CROSSES THE CURB RAMP, FLARED SIDES ;1. ; DO LOW HE + ,,: :. SHALL BE A MAXIMUM Of 8.3%. WHERE EXISTING CONDITIONS D 0 ALLOW T SLOPE) WILL BE MEASURED ALONG THE CENTERLINE AND OFFSET 12" TO 18" FROM THE SHALL BE INSTALLED WITH A MAXIMUM SLOPE Of 9.5%FOR DESIGN AND LAYOUT, AND 10% T IS GENERALLY NOT RECOMMENDED FOR DRIVEWAYS WITH A DRIVEWAY OFFSET LESS CONSTRUCTION OF A SIDEWALK RAMP AT 8.3% OR LESS RUNNING SLOPE, THE RAMP LENGTH MINOR COMMERCIAL 12 TO 15 EACH LANE 14 TO 16 EACH LANE CENTERLINE. CROSS SLOPES WILL BE MEASURED PERPENDICULAR TQ CENTERLINE AT 5` TO MAX FOR WORK P /6. THE TAPER METHOD MULTI-LANE DRIVEWAY11 THAN 16 FEET, UNLESS IT CAN BE FIELD VERIFIED THAT THE DRIVEWAY ENTRANCE WIDTH WILL SHALL NOT BE REQUIRED TO EXCEED 15'-I" FOR DESIGN AND LAYOUT. THE RAMP LENGTH IMINd ACCE TANCE. THE SLOPE OF FLARED SIDES IS MEASURED PARALLEL TOiii!1; � ACCOMMODATE THE VEHICLES THAT USE THE DRIVEWAY ON A REGULAR BASIS. SHALL NOT BE REQUIRED TO EXCEED 15'O" FOR WORK ACCEPTANCE. 10' INTERVALS. THE CURB LINE. ` "` , 5. GRADES (RUNNING SLOPES) ARE MEASURED IN THE DIRECTION OF PEDESTRIAN TRAVEL. 24. THE BACKSIDE OF A PARALLEL RAMP SHOULD BE GRADED TO A MAXIMUM SLOPE OF 25X ) 11 7. TYPE 3 AND TYPE 4 DRIVEWAY ENTRANCES CAN BE USED WITHOUT CURB IF A TAPER STYLE ENTRANCE 27. WHERE DRAINAGE IS CARRIED ALONG THE CURB,CONSTRUCT THE DRIVEWAY WITH A SHORT CROSS SLOPES ARE MEASURED PERPENDICULAR TO THE DIRECTION OF PEDESTRIAN TRAVEL. TO MATCH EXISTING TERRAIN, UNLESS OTHERWISE SHOWN IN THE CONTRACT DOCUMENTS. �'�' ,.I t;;''' 11.---��.., a BETTER MATCHES THE HIGHWAY CORRIDOR AESTHETICS OR SPECIFIC SITE CONDITIONS THAN A RADIUS UPGRADE TO PREVENT RUNOFF FROM PONDING AT THE DRIVEWAY ENTRANCE (FLAT DRIVEWAY) �� z�c STYLE ENTRANCE. OR RUNNING DOWN THE DRIVEWAY (DOWNHILL DRIVEWAY SLOPE(. IF CONDITIONS MAKE THE WHERE GRADING IS NOT FEASIBLE DUE TO LIMITED ROW OR PHYSICAL CONSTRAINTS, A TIP-UP SECTION TYP.)� 6. JOINTS BETWEEN SIDEWALKS, CURB RAMPS, TURNING SPACES AND ROADWAYS SHALL BE BACK CURB MAY BE INSTALLED. SEE DETAILS ON SHEET 3 OF 9. , t11ev4' V-,! x4 ... .IiI ADDITION OF A SHORT UPGRADE IMPRACTICAL, USE V CURB REVEAL AND CONTINUE CURB / FLUSH AND FREE FROM ABRUPT VERTICAL CHANGES GREATER THAN '/4'. VERTICAL SURFACE (WIDTH � WETLANDS � £; 8. UP TO 10" OF HMA MAY BE REQUIRED FOR HEAVY TRUCKS PER CONTRACT DOCUMENTS. ACROSS THE DRIVEWAY OPENING. TYPICALLY. CURB REVEAL WILL NOT BE CONSTRUCTED IN MAX. SLOPE 25% DISCONTINUITIES BETWEEN '/4" AND !2' SHALL BE BEVELED WITH A SLOPE NOT STEEPER 25. DEPARTMENT PREFERENCE IS TO INSTALL TWO CURB RAMPS AT A STREET CORNER THAT BOUNDARY g RURAL AREAS. IF CURB REVEAL IS SPECIFIED FOR A SPECIFIC DRIVEWAY, IT WILL BE ��,;`Ota _ (SEE NOTE 12) 11'�/plk THAN 1:2. THE BEVEL SHALL BE APPLIED ACROSS THE ENTIRE JOINT. SEE DETAIL ON SERVES BOTH CROSSINGS. WHERE EXISTING PHYSICAL CONSTRAINTS PREVENT TWO CURB % I' 9. UP TO 9" OF PCC MAY BE REQUIRED FOR HEAVY TRUCKS PER CONTRACT DOCUMENTS. NOTED IN THE DRIVEWAY TABLE OF THE CONTRACT PLANS IN THE COMMENTS COLUMN. - - _ 11 OS�O SAW CUT EXISTING ASPHALT s=0N,q?I SHEET 2 OF 9. RAMPS FROM BEING INSTALLED AT A STREET CORNER THAT SERVES BOTH CROSSINGS, A V. , Oe OR CONCRETE DRIVEWAYS 4ij�FS SINGLE DIAGONAL CURB RAMP WILL BE PERMITTED TO SERVE BOTH PEDESTRIAN STREET -1 .; 10. UP TO 12" OF SUBBASE MAY BE REQUIRED FOR HEAVY TRUCKS PER CONTRACT DOCUMENTS. ;/ N, 2" 7. SIDEWALKS ARE CONNECTED TO ROADWAYS BY EITHER BLENDED TRANSITIONS OR CURB CROSSINGS. w_ t! L o } 11. THE DETAILS SHOW THE PAVEMENT LENGTH CPU') EXTENDING TO THE MINIMUM PAVING LIMIT ("MPL"). ENTRANCE TYPE: `� RAMPS. BLENDED TRANSITIONS ARE CONNECTIONS BETWEEN THE SIDEWALK LEVEL AND THE S ,IH ROADWAY LEVEL THAT HAVE A MAXIMUM GRADE (RUNNING SLOPE) OF 5%, AND TRANSITIONS £ F o HOWEVER, THE "Pl." CAN EXTEND BEYOND THE "MPL" AS SPECIFIED IN THE CONTRACT DOCUMENTS. 2g, THE ENGINEER MAY NTERCHANGE TYPE 1, TYPE 3 AND TYPE 4 RESIDENTIAL DRIVEWAYS TO !; 11 �. ,-LAYOUT POINT �ISIOF,y GREATER THAN 5% ARE CONSIDERED CURB RAMPS. i Qs m 12. A DRIVEWAY TIP-UP SECTION SHOULD EXTEND TO A LOGICAL TERMINI (EXAMPLE: SIDEWALK EDGE, WHERE BETTER MATCH THE EXISTING ENTRANCE TYPES ALONG THE HIGHWAY CORRIDOR WHILE \ ygglf Sy TURNING SPACE AND CLEAR SPACE NOTES: , Y �s , 14 CONSIDERING AVAILABLE SPACE, CONSTRUCTABILITY, SAFETY, AND FUNCTIONALITY. r' j 4 Olq 8. CURB RAMS AND BLENDED TRANSITIONS MAY REQUIRE THE INSTALLATION OF Q ,, THE DRIVEWAY GRADE MATCHES EXISTING GROUND, OR LAYOUT POINT). FOR REFERENCE,A REASONABLE THE DRIVEWAY TYPE SHALL COMPLY WITH TABLE 4 - 'DRIVEWAY ENTRANCE TYPE SELECTION' \ a \?fp 26. WHERE A CHANGE IN DIRECTION IS REQUIRED TO UTILIZE A CURB RAMP,A TURNING E D T DETECTABLE WARNINGS. SEE ADDITIONAL DETECTABLE WARNING NOTES" ON THIS SHEET, TEMPORARY CATCH BASIN lId$£R7 ^7I a's LENGTH FOR TAPERING THE TIP-UP SECTION BACK TO THE EDGE OF DRIVEWAY I5 3 TO 4 TIMES THE ON SHEET 2. FOC - - #1 lQ� AND DETAILS ON SHEET 2 OF 4 FOR DIMENSIONS, ORIENTATION AND INSTALLATION. SPACE SHALL BE PROVIDED AT THE BASE OR THE TOP OF CURB RAMP AS APPLICABLE. , �?_ ;£ ry LENGTH Of CURB DROP. THE TIP-UP SECTION I5 NOT PART OF THE DRIVEWAY OPENING WIDTH. REFER TO F 0�.. �qS�'j/p ~` --_ / �H \t �� TURNING SPACES SHALL BE PERMITTED TO OVERLAP CLEAR SPACES. FOR DRAINAGE STRUCTURES .,,, '> s,, <�> NYSDOT STANDARD SHEET 609-02 "MISCELLANEOUS CURB DETAILS" FOR THE CURB TRANSITION. 0 1p (SEE NOTE 22} - \ , \ NT.S E, j'is n' 29. FOR DRIVEWAYS WITH VARYING WIDTHS AND/OR CURVED ALIGNMENTS, DETERMINE THE 91 , \ I \ �� , S\t ��`� 9. VERTICAL ALIGMENT SHALL BE GENERALLY PLANAR. GRADE BREAKS WITHIN THE TEM2R9.it010024 / "' Map data J2O24 Terms Reporta map error 13. TO DETERMINE THE LIMITS OF SHOULDER RECONSTRUCTION, REFER TO THE DRIVEWAY OPENING TABLES ON DRIVEWAY WIDTH AND CORNER ANGLE 20'-O" FROM THE EDGE OF TRAVEL LANE. �F4Pgy %1111\1 .'_ __ \�Sy\`` y ��\ 0•\R1�p* PEDESTRIAN ACCESS ROUTE SHALL BE PERPENDICULAR TO THE DIRECTION OF TRAVEL AND 27. WHERE THERE ARE NO VERTICAL CONSTRAINTS AT THE BACK OF SIDEWALK, THE ....- I y ,\ DIMENSIONS SHALL BE 4'-0" x 4'-O" MINIMUM. WHERE THE TURNING SPACE IS SHEET 4 FOR NO SHOULDER (O' OFFSET). q� C �\ SHAH NOT BE ROUNDED. NOTES: 3O. FOR AONE-WAY DRIVEWAY ENTRANCE OR EXIT, THE DRIVEWAY ENTRANCE WIDENING IS ONLY �'�?t �, T6� .s,s `�I , POQ �tv CONSTRAINED AT THE BACK OF SIDEWALK (E.G., VERTICAL CURB,DIMENSION S THE VICINITY MAP NECESSARY ON ONE SIDE OF THE DRIVEWAY TO ACCOMMODATE THE SHARPER TURNING 0'• OSF' '`I ' s 0,tip IQ. MATERIAL DEPTHS SHOWN ON THESE SHEETS ARE TYPICAL MINIMUM VALUES AND MAY BE TURNING SPACE SHALL BE 4 0 X 5'-0" MINIMUM. THE 5'-0 DIMENSION SHALL BE I. APPROVED SILT FFNCE GEOTE%TILE'S ARE LISTED ON THE DEPARTMENTS APPROVED LIST, 14. FOR PCC SHOULDERS, SEE STANDARD SHEET 502-02 FOR LONGITUDINAL JOINT TIE DETAILS. MOVEMENT. ONE-WAY DRIVEWAYS WILL BE IDENTIFIED ON TN£ DRIVEWAY TABLE OF THE ��IIy \ E ONFF 11p/ `` s \` DIFFERENT IN THE CONTRACT DOCUMENTS. PROVIDED IN THE DIRECTION OF THE RAMP RUN. SILT FENCE cEOTExnL£ SHALL e£A SINGLE coenHUous PIECE to ELIMINATE UOINTs. N.T.S. CONTRACT PLANS UNDER 'COMMENTS'. FOR CURBED HIGHWAYS, A SMALL CORNER CURB e "I S Npl -,s / Rpd�i 2. SPACE SILT FENCE POSTS EVENLY AROUND)FRET WITH A MAY.lMUM SPACING OF 1.4 m. 0 15. DIMENSIONS AND ANGLES MAY BE INTERPOLATED FOR VALUES OTHER THAN THOSE SHOWN IN THE TABLES. RADIUS OF 2' (OR '1/2 BULLNOSE' CURB ALONG LOW SPEED HIGHWAYS) SHALL BE 4"` n!u yFF FI �' ° F S% I1. SIDEWALK GRADE (RUNNING SLOPE) SHALL NOT BE DESIGNED TO EXCEED 4.5% EXCEPT 28. TURNING SPACES SHALL NOT BE DESIGNED WITH CROSS SLOPE GREATER THAN 1.57 IN DRIVE POST$A MINIMUM OF 450 M.INTO CROLIND, WIRE MESH MAY BE REQUIRED BEHIND CONSTRUCTED TO ELIMINATE A SHARP CORNER BEND IN THE CURB LINE (WHICH IS SAFER FOR S!p rIi BI,=� % �0�% WHEN MATCHING INTO EXISTING SIDEWALK OR WHEN THE HIGHWAY GRADE IS STEEPER. WHEN ANY DIRECTION, WHILE PROVIDING POSITIVE DRAINAGE. THE MAXIMUM CROSS SLOPE FOR c£or£x1rLE TD PROVIDE SUPPORT. 16. THE SHOULDER PAVEMENT THICKNESSES SHOWN ARE DEFAULT VALUES UNLESS OTHERWISE SHOWN IN THE SNOWPLOW OPERATIONS). LAYOUT POINT 9;:F4q , CORNER ANGLE IN,�,m I rrt: HIGHWAY GRADE IS GREATER THAN 5% THE SIDEWALK GRADE SHALL NOT EXCEED THE WORK ACCEPTANCE IS 2.0%. A NONSTANDARD FEATURE JUSTIFICATION IS REQUIRED WHERE 1 SILT FENCE GEOTEXTV E SHALL BE EMBEDDED A MINIMUM OF 150 mm AND BA0,17ILLED, PLANS. MATERIALS SHALL BE AS SPECIFIED IN THE CONTRACT DOCUMENTS. S\0„- If \ '.,�---�.,s / IWP . TURNING SPACES EXCEED 2.07. IN ANY DIRECTION. C£OFEXTILE SHALL BE SECURELY FASTENED TO POSTS AND FRANC. PROJECT DATA /� HIGHWAY GRADE, AND A NONSTANDARD FEATURE JUSTIFICATION IS NOT REQUIRED. MATERIAL: 1� �9~Iy "'' 'o \ � 29. BEYOND THE BOTTOM GRADE BREAK, A CLEAR SPACE OF 4'-O" x 4'-0" MINIMUM(SHALL 4, MEASURES SHALL BE INSPECTED EVERY SEVEN 11)CALENDAR DAYS,AFTER EACH RAINFALL APPLICANT(OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART WIDTH / LENGTH: , .'d ���j' 12. THE CROSS SLOPE OF PEDESTRIAN ACCESS ROUTES SHALL BE 1.5%MAXIMUM FOR BE PROVIDED WITHIN THE WIDTH OF THE PEDESTRIAN CROSSWALK, AND OUTSIDE THE MEASURES SMALLor 12 OR GLEANED ANOE WITHIN A 12 HN PA pE0 A$OR EOU[RE0 DAILY� 1NG PFOL OHGE4 RAINFALL, 31. FOR DRIVEWAY MATERIAL REQUIREMENTS, USE TABLE 3 - 'DRIVEWAY MATERIALS AND THICKNESS' i 0/A� DESIGN AND LAYOUT, AND 2% MAXIMUM FOR WORK ACCEPTANCE. THE FOLLOWING EXCEPTIONS 27835 MAIN ROAD li. WHERE THERE ARE CONSTRAINTS THAT PREVENT THE CONSTRUCTION OF THE DRIVEWAY OPENING USING ON SHEET 2. ~, >s, `;, O, �\P �tiS% \P` ARE ALLOWED: PARALLEL VEHICLE TRAVEL LANE. THE CLEAR SPACE MAY OVERLAP TURNING SPACES, EITHER OF THE LAYOUT METHODS, THE ENGINEER MAY SPECIFY A SMALL CORNER CURB RADIUS OF 2' (OR A SIO `�` 1a0 p�\ DETECTABLE WARNING SURFACES, AND DROP CURBS. 5. SEDIMENT SHALL BE REMOVED WHEN E DISPOSE O REACHES ON£-HALF OF THE P.O.BOX 926 MEASURE HEIGHT,SEDIMENT SHALL BE DISPOSED DF AS t14SUITABLE MATERIAL, "I/2 BULL NOSE" CURB ALONG LOW SPEED HIGHWAYS),PROVIDED THE DRIVEWAY .CURING MEETS THE .,S F,)i y,a,s \SE SR A. WHERE PEDESTRIAN STREET CROSSINGS ARE PROVIDED AT INTERSECTIONS 6. INSTALLATION AND MAINTENANCE OF CATCH BASIN INSERTS SHALL BE PERFORMED IN CUTCHOGUE,NY 11935 32. FOR FIELD ENTRANCES, THE MATERIAL WITHIN THE PAVEMENT LENGTH ("PL") CAN CONSIST � wl, i OF WITHOUT YIELD OR STOP CONTROL OR WHERE THERE iS ANY TRAFFIC SIGNAL ACCORDANCE WITH THE SPECIFICATION FOR STEM 209.1101 C•011 AND THE MAHUFAC TUBERS REQUIREMENTS OF THE "DRIVEWAY OPENING" TABLES ON SHEET 4. OF GRAVEL OR STONE AND BE CONNECTED TO THE EDGE OF THE HIGHWAY �, q., G� 5'0" MIN 5'-0" 5'0 MIN INSTRUCTIONS,IT$HALL.BE ASSUMED THAT EACH CATCH BASIN INSERT WILL REQUIRE TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 11,Lot 1 �• �0 WITHOUT A (LASHING RED, THE CROSS SLOPE OF A PEDESTRIAN ACCESS ROUTE 18. FOR RESIDENTIAL DRIVEWAYS, THE MINIMUM PAVING LIMIT SHALL BE 10' FROM THE OUTSIDE EDGE Of SHOULDER WITHOUT REMOVING ANY OF THE EXISTING SHOULDER MATERIAL. '.e CONTAINED WITHIN A STREET CROSSING SHALL BE 4.5% MAXIMUM FOR DESIGN MAINTENANCE I MINIMUM Of FOUR t4)TIMES PER THE SEASS MAINTENANCE TENA C NO / '�i 6-' _ EXTRA PAYMENT WILL BE MADE R£OARDLES$Of THE NUMBER OF TIMES MAINTENANCE 1S TRAVEL LANE OR 2' BEHIND ANY SIDEWALK, IF PRESENT, WHICHEVER IS GREATER.FOR MINOR COMMERCIAL " f AND LAYOUT, AND 5% MAXIMUM FOR WORK ACCEPTANCE. / I j , }} ; } T� REQUIRED.ALL WORK TO BE INCLUDED Wall THE PRICE BID FOR ITEM 209.3 101001 I. SITE AREA.................................. 242,298.52 SF(5.5624 Acres) DRIVEWAYS. THE MINIMUM PAVING LIMIT SHALL BE 30 FROM THE OUTSIDE EDGE F TRAVELL E, 2 T 7. ! l C 1 t� T r 1 T. BASIN INSERTS THAT ARE NO LONGER FUNCTIONING 0R ARE DAMAGED SHALL BE REPLACED. BEHIND ANY SIDEWALK, IF PRESENT, OR EXTEND TO THE RIGHT-OF-WAY LINE, WHICHEVER IS GREATER. THE ✓ / B. WHERE MIDBLOCK PEDESTRIAN STREET CROSSINGS ARE PROVIDED, THE CROSS II �1 : ( I �,�. PAYMENT TO BE INCLUDED UNDER ITEM 2O9,If0100T1.ANY CATCH BASIN INSERT$QAMAGfO CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE(RO) PAVING LIMIT MAY EXTEND BEYOND THE MINIMUM PAVING LIMIT FOR NEW DRIVEWAYS AND TO TRANSITION TO r / SLOPE OF A PEDESTRIAN ACCESS ROUTE CONTAINED WITHIN A MIDBLOCK \ ( ` % `, ` t BY THE CONTRACTOR SHALL BE REPLACED AT NO COST TO THE STATE. TYPE 3 DRIVEYdAY ENTRANCE 5 ` ` I `T EXISTING PAVED DRIVEWAYS. THE PAVING LIMIT WILL BE NOTED IN THE DRIVEWAY TABLE OF THE CONTRACT t � STREET CROSSING SHALL BE PERMITTED TO EQUAL THE STREET OR HIGHWAY . )r )} � } � �� f J ) ` CURRENT USE........................... CHURCH I r III iii PLANS. / i .......................� I I pV�' FOR RESIDENTIAL OR COMMERCIAL DRIVEWAYS IN URBAN AREAS l 19. FOR GRADING AND CONSTRUCTION REQUIREMENTS OF TRANSITIONS FROM PLACED HMA TO EXISTING HMA �OF e�,oQ I A\ WITH POSTED SPEEDS OF 45 MPH OR LESS 13. THE DEPARTMENT'S STANDARD MINIMUM CLEAR WIDTH FOR PEDESTRIAN ACCESS ROUTES y` ) ) 1) 1, , - S �); NYSDOT TEMPORARY CATCH BASIN PROPOSED USE......................... PARISH CENTER E0 k I&I IS 4'-0" EXCLUSIVE OF THE CURB. WHEN WALKWAY WIDTHS ARE LESS THAN 5'-O" T.L -. .L1_.LL-L �" ; DRIVEWAYS,REFER TO DETAIL 9 - "TIE-IN TO EXISTING DRIVEWAYS" ON SHEET 9. AND TABLE 3 - y �� R TAPER METHOD WITH SIDEWALK AWAY FROM CURB OR NO SIDEWALK INSERT FOR DRAINAGE STRUCTURES EXISTING FOOTPRINT............... $,567SF "DRIVEWAY MATERIALS AND THICKNESS" ON SHEET 2. volO a`*1& 1, ,�A6 NOTE: SEE TAPER METHOD OF LAYOUT NOTES ON SHEET 3 OR GREATER DIMENS ONS tE.G.SDRIVEWAYS)(SHOWN IN THATCLMEETRTHE SLOPE FEATURE TERIA�SHA L BE UAL �i 20 TIES,CC DRIVEWAYS, AND SEALING, TO ETC. IT,502 SERIES STANDARD SHEETS FOR METAL REINFORCEMENT, JOINT 0�,��Pt O�S�O�Npp\�L MAY ALSO 0 SERVE A5 PASS N6 SPACES. 200'. EXISTING DRIVEWAYS AND STREET CROSSING DETAIL "B" , (FOR USE INNNT NYSDOT R.O.W.) PROPOSED FOOTPRINT........... 8,508 SF COVERED(INCLUDING BUILDING CANOPY) NYSDOT DRIVEWAY ENTRANCE - TYPE 3 14. THE BUFFER ZONE IS A PHYSICAL DISTANCE SEPARATING THE PEDESTRIAN ACCESS ACCESSIBLBOTH S DES TAPER RANSITION NYSDOT ITEM#209.11010024 21. A 5' MINIMUM BUFFER ZONE SHALL BE USED UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS. NYSDOT STANDARD SHEET 608-03 GROSS FLOOR AREA................ LOWER LEVEL......................................2,020 SF ROUTE FROM THE VEHICLE TRAVELED WAY. THE BUFFER ZONE MAY BE PLANTED OR PAVED. (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF N.T.S. WHERE THE BUFFER ZONE WIDTH, EXCLUSIVE Of CURB, IS LESS THAN 3'-O" THE SURFACE SHOULD BE PAVED OR CONSTRUCTED WITH HARDSCAPE MATERIALS. TOTAL...................................................10,528 SF __. kh- REGION 10 CURB RAMP NOTES (R10DWGNO.CRD-1) 15. THE TRANSITION BEHIND SIDEWALK IAXIMUM RECOMMENDED S 25%.°PE OF BUFFERA TURF ZONES WITH ER ZONE A ROSSOSLOPE GREATER THAN ROPERTY LINE Al_L SIDEWALKS AND CURB RAMPS SHALL FOLLOW NYS STANDARD SHEETS. SEE GENERAL 257 SHOULD BE PAVED OR CONSTRUCTED WITH HARDSCAPE MATERIALS. MANUFACTURED EDGE TO B NCTES ON DRAWING GN-1 UNDER CURBS AND SIDEWALKS FOR ANY MODIFICATIONS TO THE J�SIST�L V�D� MANUFACTURED EDGE JOINTS (TYP.} _ E 16. WHEN CROSSING DRIVEWAYS, THE WORK SHALL BE IN CONFORMANCE WITH STANDARD YS DOT ITEM 310.1402 YS DOT ITEM 610.1402 `�--: � STANDARD SHEETS. SHEET 608-03. `' / _"t \, TOPSOIL-ROADSIDE(4"DEEP)& TOPSOIL-ROADSIDE(4"DEEP)& 1D'A 11_ f - - , THE 17. FOR PEDESTRIAN SIGNALS AND PEDESTRIAN N N f AR NYS DOT ITEM 610.1601 TURF J \` I / 2. RE. ER TO STANDARD SHEETS FOR RAMP TYPE. SEE DRAWINGS CRD 1 TO CRD 7 FOR EPUSH BUTTONS. REFER TO STANDARD SHEET NYS DOT ITEM610.1601 TURF JUN 2 7 2025 ���\'•,\,,, b l'----. 1- .. ......... -I - -----"- -F 1 TRUNCATED DOME DIMENSIONS LIMITS OF RAMP (6" THICK CONCRETE SLAB WITH WIRE FABRIC) TO BE PAID UNDER CURB 680-10 FOR DETAILS. ESTABLISHMENT-ROADSIDE ESTABLISHMENT-ROADSIDE � RAMP ITEM 608.0105XX09 AND FOR THE LIMITS OF 4 THICK SIDEWALK CONCRETE ITEM 18. WHERE EXISTING ROADWAYS ARE SAWCUT TO INSTALL CURBING AND/OR SIDEWALK, THE ,, s ar VARIES VARIES SOUTHOLD TOWN * . DIM. MIN. (IN) MAX. SIN) 608.01050010. ' -.-- �,,,, A 8 T"" "" """"" ROADWAY SHOULD BE SAWCUT AT LEAST 2'-0" FROM THE PROPOSED CURB LINE TO ALLOW (SEE SITE PLAN) (SEE SITE PLAN) PLANNING BOARD 1; °�Aa,o; A 1.6" 2A" FOR ADEQUATE COMPACTION OF ASPHALT. IF SAWCUT IS LESS THAN 2'-O" FROM PROPOSED "'`` � 3. CONSTRUCTION LIMITS BEYOND THE SIDEWALK CURB RAMP SHALL BE KEPT TO A 1 ,,,;,,,,,,, n a 0.65" 1.5" CURB LINE, THEN THE ROADWAY SHALL BE REBUILT USING CLASS C CONCRETE.SEE MINIMUM. PROVIDE TRANSITION BETWEEN THE PROPOSED RAMP LANDING (CONSTRUCTED TO DETAILS ON SHEET 9 OF 9. DROP CURB '� ;° ��� I""----"" i\`"_"- I"... ""-"-"""""- ""i """ "" .."... 1 C 507. - 65% Of"D DIM. ADA AND NYSDOT STANDARDS) AND EXISTING SIDEWALK. ,,,,,a,,, 'll ' Q..... .. ....0,9'..... ... .... 1 c GRADE BREAK AT BOTTOM OF RAMP---• \a :`4k ' 6. PAYMENT FOR 'WIRE FABRIC REINFORCEMENT SHALL BE COVERED UNDER CURB RAMP ITEM PED. ACCESS ROUTE/ ti 9- - \ 0$.0105XX09• BUFFER ZONE SIDEWALK WIDTH SLOPE TRANSITION ONE CORNER OF DETECTABLE ....,: l -- -.. ........"_"..... - ."" ._M" "T ERN rl - - / WIDTH VARIES 4'-0" MIN. MATERIAL AND I 1/4"IFT{MAX)&VARIES WARNING SURFACE LOCATED £ 5. PAYMErJ? FOR CURB WITHIN CURB RAMP LIMITS SHALL BE COVERED UNDER CURB RAMP (SEE NOTE 14) WIDTH VARIES AT BACK Of CURB tTYP.) ITEM 608.0105XX09. PAYMENT FOR CURB OUTSIDE CURB RAMP LIMITS SHALL BE COVERED I 9 04/11/25 AD REV.PER TOWN AND NYSDOT COMMENTS (SEE NOTE 32) PLAN UNDEI OTHER ITEMS SPECIFIED AS DEPICTED IN THE DETAILS. 6" tTYP.i TCE INTO EXISTING GROUND " ,. a ' 6 (TYP.) • 4 $ -----......... . • a v. _ A _ _ r-- 8 02/05/25 AD REV PER SCWA COMMENTS DATED 1/2 / C 0.2• 6. r THE CURB RAMP TABLES WITH APPLICABLE NOTES FOR MATERIAL TYPE AND ES -- -_"„ - i I(=I I-1 I I-I 1=I I-I Il 0 8 25 OPTION 1 ► + QUANTITIES. EDGE OF 1.5% MAX.. (E Va41 :::::::.'.'.'.'.'::.':.':::,':.'::..':::.'::.'.'.'.'::::::. ':,',•,-,','.-.'. -.":.':..:.".'.".'........ T ROADWAY 6 151 +�::7MAX- -510 ................ ......... .................... .............................................. ......... ................... : . �~ I 7. CONTRACTOR SHALL NOT DAMAGE AREA BEYOND SAW CUT LIMITS. DAMAGE BEYOND SAW \� (SEE N0t"' :: :::::' : ' :: :; =11�111=1I I=I I=I I= I l 7 01l27/25 AD REV.PER SCDHS COMMENTS DATED 01i24/25 S _- 4 CONCRETE SIDEWALK E NYSDOT DWS PLACEMENT OPTION 1 DETAIL _ VA _�- CUT IMITS SHALL BE REPLACED TO THE NEXT JOINT OR SCORE LINE. ANY SUCH DAMAGE \ 6" MIN. SUBBASE, WHERE (ITEM 608.0101) ........„,,, 6 01/21/25 AD REV.PER UPDATED SEPTIC LAYOUT - SI(ALL BE REPAIRED BY CONTRACTOR AT NO COST TO THE STATE. `' """"""� NYSDOT STANDARD SHEET 608-01 REQUIRED (SEE NOTE 10) SECTION E E REV.PER UPDATED ELECTRIC AND RPZ WATER ....................... ... ... N.T.S. 8. PAYMENT FOR REMOVAL OF MATERIAL OUTSIDE THE CURB RAMP LIMITS SHALL BE 6"SUBBASE COURSE 5 12/06/24 AD 4" CONCRETE SIDEWALK SERVICE LOCATIONS DETECTABLE WARNING SURFACE (DWS) COVERED UNDER EXCAVATION ITEM 203.02. NO ADDITIONAL PAYMENT SHALL BE MADE FOR (6" AT DRIVEWAYS) (ITEM 304.10119917) SURFACE TYPE REV.PER UPDATED ELECTRIC AND TELECOM TRUNCATED DOME DETAILS REMOVAL IF INCLUDED UNDER A DIFFERENT ITEM. SEE CRD-I THRU CP,D-7 FOR WORK (SEE NOTE 14) 6" SUBBASE 4 11/22/24 AM DETECTABLE WARNING NOTES: LIMITS SERVICE LOCATIONS UNCLASSIFIED EXCAVATION&DISPOSAL SEE ASPHALT PAVEMENT REPAIR DETAILS THIS SHEET 1.DETECTABLE WARNING SURFACES (DWS) SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS ON PEDESTRIAN ACCESS ROUTES: I/4' MAX. REQUIRES SUBBASE, WHERE 1R) (ITEM 203.02) 3 10/02/24 AM REV.PER TOWN COMMENTS DATED 09/11/24 AND 9. PAYMENT FOR PAVEMENT REPAIRS OUTSIDE OF THE RAMP AREA SHALL BE COVERED UNDER SAWCUT ASPHALT PAVEMENT SCDHS COMMENTS DATED 10/02/24 A. CURB RAMPS AND BLENDED TRANSITIONS AT PEDESTRIAN STREET CROSSINGS. 1_. _._.._ THE LISTED ASPHALT AND EXCAVATION ITEMS. THERE SHALL BE NO ADDITIONAL PAYMENT (ITEM627.50140008) 1 �� FOP, THIS WORK UNDER CURB RAMP ITEM 608.0105XX09. TYPICAL NYSDOT SIDEWALK CROSS SECTION WITHOUT BUFFER ZONE DETAIL EXISTING COMPOSITE PAVEMENT 2 07/19/24 AM ISSUED TO TOWN B. PEDESTRIAN REFUGE ISLANDS (WHERE THE LENGTH OF THE PEDESTRIAN ACCESS ROUTE ACROSS THE REFUGE ISLAND IS GREATER THAN OR EQUAL TO 6'1. / (FOR USE IN NYSDOT R.O.W.) X,j 10. SIDEWALK CURB RAMP LANDING SLOPE SHALL NOT EXCEED A LAYOUT LIMIT OF 1.5% 1 05/14/24 DD REV.PER CLIENT COMMENTS C.PEDESTRIAN AT-GRADE RAIL CROSSINGS NOT LOCATED WITHIN A STREET OR HIGHWAY. f -- -- -- -- -- I IN ANY DIRECTION AND SHALL PITCH TO DRAIN AND ALLOW WATER TO RUN-OFF WITHOUT NYSDOT STANDARD SHEET 608-01 2.DETECTABLE WARNING SURFACES SHALL BE PROVIDED WHERE THE PEDESTRIAN ACCESS ROUTE CROSSES DRIVEWAYS WITH SIGNAL, YIELD OR STOP CONTROL. PONDING. N.T.S. DETECTABLE WARNING SURFACES SHALL NOT BE PROVIDED AT CROSSINGS Of UNCONTROLLED DRIVEWAYS. i 1. PAYMENT FOR THE SAW CUT OF THE EXISTING SIDEWALK WITHIN THE CURB RAMP NOTES: NO. DATE BY DESCRIPTION " C DOME DETAILS" DETECTABLE WARNING DOMES ON THIS SHEET ARE NOT DEPICTED TO f.-................_-._.-.......... _-_. .--... -_"__ LIMITS SHALL BE INCLUDED UNDER CURB RAMP ITEM 608.0105XX09. THERE SHALL BE NO 1 " AREAS INDICATED IN THE CONTRACT DOCUMENTS FOR TURF ESTABLISHMENT ROADSIDE OR OTHER PAYMENT ITEMS AS 3.WITH THE EXCEPTION OF THE DETECTABLE WARNING SURFACE TRUN ATED 0 OPTIONAL LEVEL SECTIONS IN. EDGE THICKNESS /B REVISIONS 2 ;- ADDITIONAL PAYMENT FOR THIS WORK. ,.- .-_''� �-.__ INDICATED IN THE CONTRACT DOCUMENTS-WILL BE ACCEPTED FOR FINAL PAYMENT WHEN THE SPECIFIED, SCALE. 1/4" - Y2' MAX, 1 r' 1,, H --- �.__"_...""""""""".""""""""""-""""""""."""""". "�....... ESTABLISHED,PERMANENT TURF GRASS SPECIES ARE: 4.DETECTABLE WARNING FIELDS SHALL EXTEND 24' MINIMUM IN THE DIRECTION OF PEOTRIAN TRAVEL ACROSS THE FULL WIDTH OF THE CURB RAMP OR FLUSH 12. ANY FILL MATERIAL REQUIRED TO ACHIEVE GRADING OF THE PROPOSED SIDEWALK 7 MIN. SLOPE 1:20 SEQUENTIAL NUMBER--- ---- ; � SHALL MEET THE REQUIREMENTS OF SECTION 733-08 EMBANKMENT IN PLACE. THE PAYMENT MAX. SLOPE 1:4 TO BE PROVIDED BY W YORK S ----T A. NOT THINLY OR SPARSELY ESTABLISHED,RESULTING IN BARE GROUND GREATER THAN ONE FOOT IN DIAMETER. „- SURFACE,EXCLUDING ANY FLARED SIDES. - F i Tq/F B. AT A UNIFORM DENSITY AND COVER A MINIMUM OF EIGHTY PERCENT 80% OF THE GROUND SURFACE. '' „ _. .____:.. _....__ FOR THE FILL MATERIAL SHALL B INCLUDED UNDER SIDEWALK ITEM 608.01050010 AND --- JOINTS AS REGIONAL LAND T D ( ) /7 5.SOME DETECTABLE WARNING PRODUCTS REQUIRE A CONCRETE BORDER FOR PROPER INSTALLATION. BORDERS CANNOT BE INCLUDED AS PART OF THE 24 MINIMUM THERE SHALL BE NO ADDITIONAL PAYMENT UNDER ITEM 203.03. REQUIRED SURVEYER po I AMgcE C. ABLE TO HAVE ONE MOWING CYCLE IN ACCORDANCE WITH§610-3.12 A.,UNLESS CONDITIONS PREVENT MOWING, ' I W::" .; DIMENSION DESCRIBED IN NOTE 4. \ IN WHICH CASE SHALL BE AN AVERAGE MINIMUM HEIGHT OF FIVE INCHES(5").HEN P ACED AT THE BACK Of CURB DETECTABLE WARNING FIELDS SHOULD BE PLACER AS CLOSE TO THE BACK OF CURB AS PRACTICABLE. BOTH FRONT 13. TF(E SNOW STORAGE AREA MATERIAL MAY VARY FROM CONCRETE, BRICK, TURF, -_. ___ \ 11/i" :.A. W L - - D. EXHIBITING A HEALTHY GREEN COLOR. >'CORNERS OF THE DETECTABLE WATNCNG FIELD SHALL NOT BE LOCATED MORE THAN 2" FROM THE BACK Of CUTB. WHERE THE BACK OF THE CURB EDGE IS ASPHALT, ETC. PAYMENT f0R SNOW STORAGE AREA AND CURB SHALL BE COVERED UNDER -"__,"-"_ --_ _ - \I "' K/�,91/00vTOOLED TO PROVIDE A RADIUS, THE BORDER DIMENSION SHALL BE MEASURED FROM THE INSIDE EDGE OF THE CURB RADIUS. WHERE CURB IS NOT USED, THE VERTICAL SURFACE DISCONTINUITIES CURB RAMP ITEM 608.0105XX09 UP TO THE SHOWN CURB RAMP LIMIT. - -- -'- --- -- .__. _._. 7 7 � `I' f - --.... . I NT 0 DETECTABLE WARNINGS. - - _ EDGE OF PAVEMENT SHAH BE SUBSTITUTED FOR THE BACK OF CURB FOR PLACEMENT F OE E SEE NOTE 6 ON SHEET 1 OF 9 R = TYPICAL NYSDOT SIDEWALK SECTION 14. PAYMENT FOR THE AREA BEHIND THE SIDEWALK SHALL BE MADE UNDER THE CURB RAMP - 48- 3 J N B. WHEN PLACED ABOVE THE LOWER GRADE BREAK OF A CURB RAMP, DETECTABLE WARNING UNITS SHOULD BE PLACED AS CLOSE TO THE JOINT AS PRACTICABLE. (OPTIONAL) ` -- BOTH FRONT CORNERS OF RECTILINEAR DETECTABLE WARNING FIELDS SHALL NOT BE LOCATED MORE THAN 2 FROM THE JOINT. ITEM 60$.Oi05XX09 UP TO THE SHOWN LIMITS. MATERIAL MAY VARY FROM CONCRETE, \ R I O I 2 !OPTIONAL) 1A �� (FOR USE IN NYSDOT R.O.W.) BRICK, TURF. ASPHALT, ETC. t_ 1 C. WHEN RADIAL DWS UNITS ARE PLACED AT THE BACK OF CURB, THE FRONT EDGE OF THE DWS FIELD SHOULD BE AS CLOSE AS POSSIBLE TO THE BACK Of PAYMENT FOR ANY CURB TO BE PLACED BEYOND THIS AREA SHALL BE MADE UNDER ITEM \ OPTIONAL )" �9rRVEY MARN �a N.T.S. � CURB, LE., THE RADIUS OF THE FRONT OF THE DWS FIELD SHOULD MATCH THE RADIUS ALONG THE BACK Of CURB AS CLOSELY AS POSSIBLE. THE OUTSIDE 609.05XX0510. PAYMENT FOR THE REMOVAL OF ANY EXISTING CURB SHALL BE COVERED \ SEE NOTE Al) JiFN7 OF TRp�SpOQ % l H"%,, = iG �o UNDER THIS ITEM 609.05XX0510 AND THERE SHALL BE NO SEPARATE PAYMENT. EDGE OF PAVEMENTS -•--- CORNERS Of THE OWS FIELD MUST BE LOCATED NO MORE THAN 2 INCHES FROM THE BACK OF CURB. �`-BOTTOM OF CURB PERMANENT SURVEY MARKER D + V-61/2' GROUND SURFACE .....I 13264 BLUE POINT ROAD UNIT 6.ON SLOPES OF 5% OR GREATER, THE ROWS OF DOMES SHALL BE ALIGNED TO BE PERPENDICULAR OR RADIAL TO THE LOWER GRADE BREAK ON THE RAMP RUN. 15. NOTE THAi THE FOLLOWING CURB RAMP DETAIL SHEETS CRD-i THRU CRD-7 ARE OCK SURFACE (SEE NOTE 1) 1 D. ___ WHERE DOMES ARE ARRAYED RADIALLY, THEY MAY DIFFER IN DIAMETER AND CENTER-TO-CENTER SPACING WITHIN THE RANGES SPECIFIED ON THIS SHEET. DOME iNCLUDED IN THE PLAN SET TO ILLUSTRATE ADDITIONAL CURB RAMP CONFIGURATION TOP VIEW p _ (SEE NOTE 1) HOLTSVILLE NEW YORK 1 1742 ALIGNMENT THAT IS PERPENDICULAR OR RADIAL TO THE LOWER GRADE BREAK IS NOT REQUIRED ON SLOPES OF LESS THAN 5%. TYPES BEYOND THOSE SHOWN IN THE 608 STANDARD SHEETS FOR SIDEWALKS, CAST-IN-PLACE CONCRETE I "'""" _--�� 7.THE DETECTABLE WARNING FIELD SHALL BE THE COLOR SPECIFIED IN THE CONTRACT DOCUMENTS OR MEET THE REQUIREMENTS OF THE STANDARD DRIVEWAYS AND BICYCLE PATHS. CURB TRANSITIONS =`I' (631) 961-OSOS SPECIFICATIONS. DETECTABLE WARNING SURFACES CONTRAST VISUALLY WITH ADJACENT GUTTER, STREET OR HIGHWAY, OR PEDESTRIAN ACCESS ROUTE SURFACE, \I\ /�,fi` //�J�` WWW. IVI need COn1 ALUMINUM CAP----_-. 16, THE TERM "LANDING" IS INTERCHANGEABLE WITH "TURNING SPACE' IN THE (SEE NOTE 2) • • • . --- _- --- Ke)/C� �IEngi �ng. EITHER LIGHT-ON-DARK OR DARK-ON-LIGHT. CUP.B RAMP CONFIGURATION TYPE DRAWINGS. SEE CRD-I THRU CRD-7. - °'v•. �� _ (SEE NOTE 2) I n - l �n. n +---- -SILICONE SEALANT w� PROJECT NAME NYSDOT CURB RAMP DETECTABLE DETAILS T° MAX. BRONZE OR BRASS-/ I op:° T ([� `SEE TOTE 3) z %g' PI(TCH-" ► CURB TRANSITION LENGTHS (L1 FURNISHED BY rOdARD ° . _"_ > w! NYSDOT STANDARD SHEET 608-01 4_ ', SLOPE CONTRACTOR I e ' A. I< �; ROMAN CATHOLIC CHURCH OF THE SACRED ROADWAI;, 1:4 1.12 120 CD q • . �' " N.T.S. " HEART P C 1 H- �.v I B D REBAR �! I-1 N I I PoxY COATED ,_ - =Ia PROPOSED PARISH ENTER �' 4' 16" 48 80' ;+, v ���` •- �'� "J� W 1N VARIES ':= 6" 24" 72" 120" '/4"O MIN. ANCHOR- Q - ?I= 14300 MAIN ROAD ASPHALT OR PCC __ D WITH EMBEDDED OR ' 1Y� - Z> = TURNING SPACE ? PAVEMENT 6" '. ITEM 203.02 ATTACHED MAGNET o:;° = ---GROUT §701-05 0 SEE STANDARD , _ ------� M MATTITUCK, NY 11952 SHEETS STANDARD �-TRANSITION SEE PCRD-01 CURB __r DEPTH VARIES (SEE NOTES 1, 2, 3 AND 4) �• ``��_' !��'/ _ .......... CONCRETE = 4. _ '" _ TOWN OF SOUTHOLD COUNTY OF SUFFOLK NOTES 10 & i t \ EXIST( �i i (NOTE 3) SUBBASE (SEE PLAN 3"BINDER COURSE,PG 64E-22 PG PERMANENT SURVEY MARKER v°• i Y /, �� 1 DIST.: 1000 SECT.: 114, BLOCK: 11, LOT: 1 SIDEWALK TYPICAL SECTION) 1 8 FT MIN. BINDER-ITEM404.1989 NYSDOT CURB TAPER DETAIL ELEVATION DETAIL o ����� Y/ ... .. . . . -. . 10,/ APPROX. HWY. BOUNDARY TYPE VFUi 'I FOLLOWED BY TWO LIFTS OF (FOR USE IN NYSDOT R.O.W.) ?: �� �`-ROCK 3" I o _ \, ''....:............ (VERTICAL FACED CURB WITHOUT CURB ANCHOR) ITEM 407.0102- .................."" BASE COURSE-ITEM 404.2589 NYSDOT STANDARD SHEET 609-01 °�. .r-'� _ � -�-.. (SEE NOTE 4) (SEE NOTE 5) MATCH DEPTH Of EXISTING N.T.S. o. c - - DRAWING TITLE SNOW STORAGE 1. .(SEE NOTE 21 ASPHALT CONCRETE PAVEMENT "" II,6I,F 11 tsE( NOTE 2) NOTES: ; STEEL PIN AND CAP R.O.W. MARKER STEEL PIN AND CAP R.O.W. MARKER EXISTING 4. WHEN VERTICAL FACED CURB LESS THAN 9"W,DE IS USED WITH PR^POSED RESURFACING-: \ _ slD£wALK I N IN IN I CURB BOXES CU1.CU2.AND CU3 AND CONCRETE S'DEWALK IS ASPHALT '•.OP AND I 1. THE EXISTING PAVEMENT SHALL BE REMOVED BY A METHOD THAT SHALL INSTALLATION DETAIL ENDER LAYERS ! NOT DISTURB THE EXISTING SUBBASE A.O.B.E. ANY SUBBASE DISTURBED ...... ROCK OR CONCRETE EARTH OR SWAMP NYSDOT DETAIL SHEET "� PLACED ADJACENT TO THIS CURB,SEE STANDARD SHEET 9"W GROUND r ITEMS 404.098101-2"TOP SHALL BE COMPACTED AND FiNE GRADED AT NO EXPENSE TO THE STATE. - -------.....--"- SURFACE < ' MISCELLANEOUS CURB DETAILS FOR CURB BOX JOINTS. FLARE-----_"77 , COURSE,SUPERPAVE WMA µVS DOT SEE STANDARD \ ' / w \-EXISTING ASPHALT /i i: -, I% IIfi SHEET 6O8 01 \, 015 0 0 I !N NYSDOT CURB DETAIL PAVEMENT - - `�' • AND PCRD Ol ;pp °ndoo / ._ o� (FOR USE IN NYSDOT R.O.W.} _ _ _ _ _ _ \L - _,. ` , 1%2' (NOTE 8) p, 0 0 0$ 2. THE CONTRACTOR SHALL USE EXTREME CARE NOT TO DAMAGE THE PERMANENT SURVEY MARKER / y TAPERED RECES �s - +� DATE: O5/O3IZO24 Q, NYSDOT STANDARD SHEET 609 01 ITEM 520.09000010 ITEM 520.09000010 SEE DETAIL) � G SURVEY MARKER & R.O.W. 74' MIN. OR THREADE�I I ADJACENT PAVEMENT, AS DETERMINED BY THE ENGINEER, ANY DAMAGE i ROUND OFF TOP `F`' zA N T S FULL DEPTH FULL DEPTH v WITH OR WITHOUT yo , w CAUSED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED A.O.B.E. 3" TO 4" FERROUS- SO THAT WATER TAPER (SEE NOTE 4) I✓ NYSDOTITEM'I60904010510 AT NO COST TO THE STATE. ANCHOR ROUGH ''/4' 1 !( WILL NOT STAND MARKER DETAIL "` --T�-, _ SCALE: N.T.S. 1. ITEM 304.10119917 - 6 IN METAL FURNISHED BY �, a (AS NECESSARY, SEE NOTE 3) THE CONTRACTOR V! ° L (FOR USEIN NYSDOT R.O.W.) a"I•. C ) •--,- ti 3. AS DETERMINED BY THE ENGINEER, UNSTABLE MATERIALS FOUND BENEATH "* NYSDOT ITEM 625.06 PERMANENT SURVEY MARKER AIG!{f°F Wa1 1- ---A PROJECT NUMBER: 23200 -- .'I . "SIDE FLARE (TYPJ THE REMOVED PAVEMENT SHALL BE REMOVED TO A MINIMUM DEPTH OF SHEET METAL FORM FOR CAST v I v NYSDOT ITEM 625.05 STEEL PIN AND CAP R.O.W.MARKER y J. F (SEE NOTE 23) SECTION A - A 6 INCHES UNDER ITEM 203.02 AND SHALL BE REPLACED UNDER ITEM IN PLACE UNITS MAY BE y V --"FOR CIP BACKFILL \ SHADED AREA: ,' . --25%MAX. AT CURB LINE o FABRICATED USING SHEET ° ° ) MATERIAL N.T.S. STEEL PIN AND CAP R.O.W. MARKER DRAWING BY: AM ALL WORK INCLUDED UNDER 4 /' / (BOTH SIDES) ASPHALT PAVEMENT REPAIR 304.10119.,17. TOOTHLESS BUCKETS SHALL BE USED TO REMOVE THE METAL SCREWS OR OTHER I 1 (SEE NOTE 6) ITEM 608.01050809 S\pE µPSG; TOP 5 INCHES. THE REMAINING I INCH SHALL BE REMOVED WITH HAND SATISFACTORY FASTENERS ' FOR PRECAST NOTES: 5I NOT TO SCALE v ' INSTALLATION CHECKED BY: MP , 1.-1 TOOLS. ITEM 304.10119917 SHALL BE PLACED IN LIFTS NOT IN i� T BACKFILL R£QUIRMENT . , EXCESS OF 3 INCHES AND COMPACTED. T , ( (SEE NOTE E T 1. CAP SET FLUSH TO SURFACE. CURB RAMP CONFIGURATION: TYPE 8 (SEE NOTE 3) ; . ~._ .; CLASS "A" CONCRETE------_ ' v I 2. SURFACE OF ALUMINUM CAP TO BE IN CONTACT WITH CONCRETE. GROUT SHALL BE APPROVED BY: MP f FOR CIP INSTALLATION THOROUGHLY COATED WITH ZINC CHROMATE PRIMER, 706-04. NOT TO SCALE �': %" ..... j DES(&HER NOTES: . .. . x- . 4. SE TABLE OF FULL DEPTH AT P V R EPA IRS R FER TO 6C$-01 (SHEETS 1 THRU 41. T E 15 3 SEAL L ASPHALT COCONC E E A EMEN ` ""`."",'�'x" ♦ ALTERATION OR ADDITION TO THIS BUFFER ZONE ;::r;�;,sr;;ai7• ;- 1. DESIGPJER TO DEL ERMINE ITEMS TO USE, IN NOTE 2A AND SECTION AA IN THE PLANS FCR SIZES AN0 IOCATI0N5 OF REPAIRS. �' y/ REBAR SHALL BE DRIVEN WITH A DRIVING CAP ACCEPTABLE TO THE EiC AND DESIGNER SIGNATURE: i ° UNDISTURBED TO PREVENT "MUSHROOMING" OF THE TOP OF THE REBAR DURING DRIVING. SILICONE DOCUMENT EXCEPT BY A LICENSED NOTES: '.' ;`x9'':xs`?xr•' ° j PROFESSIONAL ENGINEER IS A 'i11y . s';=;s% SEALANT IS NOT REQUIRED IF THE R.O.W. MARKER CAP IS FITTED WITH A PREFORMED EARTH "'x Via''" , " - d ° VIOLATION OF SECTION 7209, I. RAMPS SHOWN ON THIS DRAWING SHALL MEET /: 2. REPAIR WIDTH SHOULD BE LANE OR SHOULDER WIDTH AS A MINIMUM 5. DILUTED TACK COAT ITEM 407.0102 SHALL BE APPLIED BETWEEN ALL THREE 1/3" 0 (MIN.)-- - �, PLASTIC INSERT. CURB RAMP REQUIREMENTS SHOWN ON RAMP --' .. 4os REBAR 3'-3" LONG O pILQ 0�` SUB-DIVISION 2,OF THE NEW YORK U.S. CUSTOMARY STANDARD SHIFT 608-01 S41(t WIDTH. ASPHALT LIFTS. SPACED EQUALLY ° 4. SHAPE OF THE MARKER CAP IS APPROXIMATE. OTHER SHAPES WILL BE ACCEPTED IF .�� G r / STATE EDUCATION LAW SHEETS I TO 7, t" ``•_, v V THEY CONFORM TO THE MINIMUM WEIGHT AND DIMENSIONS GIVEN IN THE MARKER �Q` Q�Z' °9 * 1Y2_ V I° CAP DETAIL. THE MARKER CAP SHALL FIT TIGHTLY TO THE REBAR. MARKER CAPS 2. SNOW STORAGE & AREA BEHIND SIDEWALK PAVEMENT RESTORATION NOTES WHICH MAY BE REMOVED FROM THE REBAR WITH MINIMUM OR MODERATE EFFORT � m DRAWING No: SEE NOTES 13 AND 14 ON DRAWING CRD-1, v I. WILL NOT BE ACCEPTED. ,k w 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING EXISTING FLOWLINE GRADES AND RE-ESTABLI SH ING THESE MIN. COVER ° �J'"+* \ � 3. RAMP TYPE NUMBERING, BASED ON STANDARD GRADES IN THE PROPOSED CURB/FLOWLINE WORK. V v 5. LENGTH OF REBAR MAY BE REDUCED A.O.B.E. IF AN OBSTRUCTION WHICH CANNOT BE c (f,�,- -} _Z SHEETS 608-01 (SHEETS 1 THRU 7). EFFECTIVE 2. FULL DEPTH REPLACEMENT OF THE ASPHALT SHOULDER SHALL BETAKEN TO THE EXISTING LONGITUDINAL JOINT WHERE V ° v PENETRATED IS ENCOUNTERED. HOWEVER, THE LENGTH OF THE SHANK WILL NOT BE LESS r NOT I BALED DATE 05/01/16 ISSUED UNDER EB 16 012 OPTION A: FLARED CONCRETE THAN 2'-0" IN HARD, DENSE, OR STONY SOIL. REBAR TO BE EPDXY COATED. �� �0 ALTERNATIVE VARIATIONS AS NOTED, IT MEETS THE EXISTING PAVEMENT. ° 3. VARY DEPTH OF ASPHALT BASE TO ENSURE PROPOSED PAVEMENT DEPTH MATCHES ADJACENT EXISTING PAVEMENT • ° �� ° a 6. AFTER THE CONCRETE RIGHT OF WAY MARKER OR CIP PERMANENT SURVEY MARKER IS IN ZS 0815 u C�1 3 DEPTH. OFASTANDARD SPECIFICATIONS THE EXCAVATION L BE BACKFILLED SECTION §203-3.06N"SELECTANCE WITH THE GRANULAR FILL REQUIREMENTS OA O�Q� NYSDOT TYPE $ CURB RAMP DETAIL NYSDOT RAMP SIDE OPTION A DETAIL ,'_3" 0 P (FOR USE AT CORNER OF NYS ROUTE 25&REEVE AVE.) (FOR USE AT CORNER OF NYS ROUTE 25&REEVE AVE.} ASPHALT PAVEMENT REPAIR DETAIL7. EXCAVATION AND ACKFILL SHALL FOLLOW EITHER METHOD A OR METHOD B PER 625-3.04 NYSDOT REGION 10 CURB RAMP DETAILS DWG NO.CRD-4 NYSDOT STANDARD SHEET 608-01 PERMANENT SURVEY MARKER PERMANENT SURVEY MARKERS DEPENDING ON SITE CONDITIONS. N.T.S. N.T.S. (FOR USE IN NYSDOT R.O.W.) INSTALLATION DETAIL NYSDOT REGION 10 DETAILS DWG NO.PR-7 CAST IN PLACE OR PRECAST CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER N.T.S. PERMANENT SURVEY MARKER OF RECORD FOR REVIEW PRIOR TO CONSTRUCTION FOR MARC PILOTTA, P.E. PAGE No: ANY DETAIL NOT PROVIDED IN THIS PLAN SET. NEW YORK STATE PROFESSIONAL ENc1NEER oB1558 13 OF 14 Y:\Key Civil\Projects\2023\23200-JMN Architecture-14300 Main Road_Mattituck\Drawings\Key Civil\23200-2025.04.11_SPP9_SPDES-RPZ3.dwg WORK ZONE TRAFFIC CONTROL NOTES NOTES: S ✓ 'may5 1.INTERMEDIATE-TERM IS STATIONARY WORK THAT OCCUPIES A LOCATION MORE THAN ONE DAYLIGHT 1, MAINTENANCE AND PROTECTION OF TRAFFIC IS TO TO INVOLVE A LANE CLOSURE CLOSING ALONG THE SOUTHERN PERIOD UP i0 3 CONSECUTIVE DAYS,OR NIGHTTIME WORK LASTING MORE THAN 1 HOUR. SHOULDER OF MAIN ROAD x.:::.... EN0 2.NO WORK ACTIVITY OR STORAGE OF EQUIPMENT,VEHICLES,OR MATERIAL SHOULD OCCUR WITHIN A /,So• � a. .;: ► BUFF[R SPACE. 2. BASIC WORK ZONE TRAFFIC CONTROL(WZTC)PLAN SHALL CONFORM TO ITEM 619-1.01 AND TO THE NATIONAL MANUAL 3.xX I5 THE EXPECTED OVERALL LENGTH OF THE OPERATION To BE COMPLETED WITHIN THE WORK DAY. OF UNIFORM TRAFFIC CONTROL DEVICES FHWA AND THE NEW YORK STATE SUPPLEMENT. i50'-100, A SUPPLEMENTAL DISTANCE PLAQUE W7-3a SHALL BE USED WITH SIGN W20-1 WHEN THE DISTANCE ( ) 6 - K ;` ' DOWNSTREAM BETWEEN THE ADVANCE WARNING SIGNS AND WORK MAY BECOME GREATER THAN 2 MILES A5 A RESULT OF Z42 s .. TAPER THE FOLLOWING SITUATIONS: SIGNS 3. WORK ZONE RELATED ..HAVE ORANGE BACKGROUND WITH BLACK LETTERING OR SYMBOLS. ALL SIGNS c 1"• s ;� •MULTIPLE WORK LOCATIONS ARE ANTICIPATED WITHIN XX MILES FROM THE W20 1 SIGN o. :i"":i: ,;,"'•:. � ,:3 ;. ,:t t.:.,,..14 11 n ,'w<:. • L RELOCATED DURING T DURATION OF N WORK WITHIN X MI FROM TCONFORM °;,, ;• ,'9 25 '::: WORK AREA WILL BE REL C TED D ING HE D 7I THE K ITHl x MILES R M MUST TO SECTION 730-05,REFLECTIVE SHEETING TYPE D,OF THE NYS STANDARD SPECIFICATIONS. El :y .. THE W20-1 SIGN N1\0 0� .',m THE SUPPLEMENT SIGN W7-3a SHALL INQICATE THE MAXIMUM ANTICIPATED DISTANCE BETWEEN THE W20 1 j ---"............................" SIGN AND THE FARTHEST WORK LOCATION. ::; 4. THE CONTRACTOR SHALL FOLLOW THE DROP OFF CRITERIA AS OUTLINED IN THE NYS STANDARDSPECIFICATIONS ` 260 k t # 50 100 g i. i _ :. SECTION 619-3.02 A ALL TRANSVERSE BUMPS,VERTICAL FACES UNPAVED SURFACES MILLED OR GROOVED PAVEMENT F %> 4.WHEN MULTIPLE WORK LOCATIONS EXIST WITHIN XX MILES FROM THE W20-1 SIGN,A G20 1 SIGN .., ( ) DOWNSTREAM d .` .. i?%' CHANNELIZING O INDICATING N FROM G FARTHEST T O ), IaI'tClilt:'a: i TAPER "', DEVICES ACED EVERY TWO MILES Ct�IC TI G THE DISTANCE F 0 THE SIGN TO THE A THES WORK t ,. ACCORDANCE ND OILER , 6 SURFACE IRREGULARITIES 1 INCH OR MORE IN HEIGHT SHALL BE ADEQUATELY SLOPED OR TAPERED IN CCO D NCE WITH TABLE 619-1 OR APPROPRIATE WARNING SIGNS SHALL BE POSTED IN ADVANCE OF THE CONDITION. ) ". TAIL CHANNELIZING DEVICE SPACING CENTER TO CENTER SHALL NOT EXCEED 20 IN THE ACTIVE WORK 410A E � 5.CHANN ( 1 SPACE I.....-.-- 5. PAVEMENT MARKING LOCATIONS SIZES AND LENGTHS ON MAIN ROAD SHALL BE AS SHOWN N 0 0 THE PLAN R AS �3< 7 S 0 6.CHANNELIZING DEVICES SHALL BE PLACED TRANSVERSELY A MINIMUM OF EVERY B00'AS SHOWN WHEN `" t •� DIRECTED BY THE NYSDOT REPRESENTATIVE. }} q POLL AHEAD DISTANCE A PAVED SHOULDER HAVING A WIDTH OF 8'OR GREATER T5 CLOSED FOR A DISTANCE GREATER THAN - M3IUCk T ff /,'! (SEE TABLE 410-041 �. •y//////,� (f.,.''-'s � , :r Z r 11.. �.:... `i:x is ' 3 : " " 2E 6. ALL TEMPORARY SIGNS FOR WZTC SHALL BE COVERED AS PER ITEM 619-3.02 H 3 -SIGN COVERINGS AND ALL T -( A TAN PR A AN N EXISTING 7.THE PROTECTIVE VEHICLES)SHALL MAINTAIN THE APPROPRIATE ROLL AHEAD DISTANCE,BE A o%tv" ti CHANNELIZING DEVICES - r.` UNOCCUPIED TRUCK POSITIONED PARALLEL TO TRAFFIC,PARKING BRAKE SET,PLACED IN 2ND GEAR ""'--- 1 `1A I: ROLL AHEAD CISTANCE NON CURRENT OR CONFLICTING SIGNS SHALL BE COVERED AS PER ITEM 645-3.09-COVERING SIGNS. P1 a ,, (SEE ROTE 51 ". ..... '"''' (SEE TABLE 410-04) (MANUAL TRANSMISSIONS/ENGINE OFF)OR PARK /NEUTRAL (AUTOMATIC TRANSMISSIONS)AND HAVE THE = WIpTHNARIESI � WETLANDS jt FRONT WHEELS ALIGNED WITH THE LANE STRIPING. z ( BOUNDARY €' 7 ALL LANES MUST BE OPEN TO TRAFFIC BEFORE 10:00 AM AND AFTER 3:00 PM.NO LANE CLOSINGS ARE PERMITTED ON " El NOTES ON NIGHTTIME WORK; WEEKENDS OR HOLIDAYS NI GHTTIME LANE CLOSINGS WILL NOT BE PERMITTED WITHOUT PRIOR APPROVAL FROM THE I.,u. "! <; < STATE PERMIT INSPECTOR. A A Ni.WORK OCCURRING AFTER SUNSET AND BEFORE SUNRISE WILL BE CONSIDERED NIGHTTIME OPERATIONS. "• N2.ALL SIGNS,STOP/SLOW PADDLES AND RED FLAGS USED TO WARN/ALERT/CONTROL TRAFFIC SHALL BE :.; o d 1 RETRdtEFLECTIYE. ALSO NO LANE CLOSINGS WILL BE PERMITTED: *� m • FROM NOON ON THE FRIDAY BEFORE MEMORIAL DAY THROUGH MEMORIAL DAY; ` i-- �-" -=w- -"��'"• •�•µ-"•'• N3.All WORKERS INVOLVED SHALL NEAR PROTECTIVE HELMETS AND NIGHTTIME APPAREL IN ACCORDANCE • f €' _--___ . INDEPENDENCE DAY; fie•' LABOR DA WITH§107 05A HIGH VISIBILITY APPAREL AT ALL TIMES DETAIL 41OA:SEE NOTE 6 N4.VEHICLES OPERATING ON THE PAVEMENT OF A CLOSED ROADWAY OR TRAVEL LANE SHALL DISPLAY • � �;�' s µ` : Y� 4.- ROTATING AMBER BEACONS OR FLASHING LED BEACONS AT ALL TIMES. VETERANS DAY; " Map datat2024 Terms Report ama error :BUFFER SPACE N5.LEVEL I ILLUMINATION SHALL BE PROVIDED NEAR THE BEGINNING OF LANE CLOSURE TAPERS AND AT • FROM NOON THE DAY BEFORE THANKSGIVING THROUGH THE SUNDAY FOLLOWING THANKSGIVING DAY; p SEE TABLE 410-02) ROAD CLOSURES,INCLUDING THE SETUP AND REMOVAL OF THE CLOSURE TAPERS. ,' ' " ,' _ %'_' V ,' _ i • THE DAY PRECEDING CHRISTMAS DAY; • CHRISTMASDAY; VICINITY MAP N6.LEVEL ii ILLUMINATION SNAIL 8E PROVIDED FOR FLAGGING STATIONS,ASPHALT PAVING,MILLING,AND CONCRETE PLACEMENT AND/OR REMOVAL OPERATIONS,INCLUDING BRIDGE DECKS,50 FEET AHEAD OF AND • THE DAY BEFORE NEW YEARS DAY; 100 FEET BEHIND A PAVING OR MILLING MACHINE. N.T.S. r • NEW YEARS DAY; r N7.LEVEL III ILLUMINATION SHALL BE PROVIDED FOR PAVEMENT OR STRUCTURAL CRACK FILLING, JOINT DRUM CHANNELING DEVICE DETAIL 1 REPAIR,PAVEMENT PATCHING AND REPAIRS,INSTALLATION OF SIGNAL EQUIPMENT OR OTHER SHOULDER TAPER; V:: -; ":::, :: 1 ELECTRICAL/MECHANICAL EQUIPMENT,AND OTHER TASKS INVOLVING FINE DETAILS OR INTRICATE PARTS N.T.S. 8. ALL WORK AT THE SITE ACCESS POINT SHALL BE COORDINATED WITH THE APPROVED SITE PLAN.THE PROPOSED SITE PROJECT DATA (SEE TABLE 410 02S AND EQUIPMENT. ENTRANCE MUST BE CLOSED WITH TUBULAR MARKERS,BARRICADES,AND"ROAD CLOSED"SIGNAGE IN AN APPROVED r t..- ``.. 4ry 8.ALL LIGHTING SHALL BE DESIGNED,INSTALLED,AND OPERATED TO AVOID GLARE THAT AFFECTS MANNER UNTIL THE NYSDOT ENGINEER-IN-CHARGE ACCEPTS ALL THE ROADWORK,SIGNING,AND PAVEMENT MARKINGS APPLICANT/OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART N A TRAFFIC ON THE ROADWAY OR THAT CAUSES ANNOYANCE OR DISCOMFORT FOR RESIDENCES ADJOINING THE DEPICTED ON THESE PLANS. 27835 MAIN ROAD SEE TABLE 410-01) ROADWAY. P.O.BOX 926 N9.PRIOR TO THE START OF NIGHTTIME OPERATIONS, A WRITTEN NIGHTTIME OPERATIONS AND LIGHTING CUTCHOGUE,NY 11935 PLAN IS REQUIRED FOR APPROVAL. 9. PRIOR TO INSTITUTING ANY MAINTENANCE AND PROTECTION OF TRAFFIC SCHEME,THE CONTRACTOR SHALL NOTIFY ALL LOCAL EMERGENCY DEPARTMENTS HD 116.5.7.A STANDARD SPECIFICATIONS§619 FOR ADDITONAL TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 11,Lot 1 NiQ.SEE NIGHTTIME SAFETY BULLETIN, M REQUIREMENTS AND CONSIDERATIONS. 10 PEDESTRIAN TRAFFIC. SITE AREA.................................. 242,298.52 SF(5.5624 Acres) -l--- t . THE CONTRACTOR SHALL SCHEDULE WORK OPERATIONS TO MINIMIZE THE INTERRUPTION OF PEDESTRIANS SHALL USE DESIGNATED PEDESTRIAN/BICYCLE ROUTE THROUGH THE WORK ZONE. CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE(RO) R. Ab i 11. ALL DELETERIOUS MATERIAL WITHIN THE NYSDOT RIGHT OF WAY SHALL BE REMOVED DAILY OR AS ORDERED BY THE CURRENT USE........................... CHURCH ±" B CNE( Gro 2 THIS slcN SHALL BE LOCATED A MINIMUM NYSDOT ENGINEER. THE MEANS OF REMOVAL SHALL BE ACCOMPLISHED BY A SWEEPING MACHINE. PROPOSED: E......................... CENTER !(SEE TABLE 410-011 RtIAO�JRKt. - DISTANCE Of 80 FT.AND MAXIMUM OF 400 FT. 1 PAST THE END OF THE DOWNSTREAM TAPER '' • 11" 12 TUBULAR MAR N ALL NOT X FOOTPRINT U MARKER PLACEMENT H FEET SKI LINE). ............... , H h,. 1 R S 0 EXCEED 40 F P PROPOSED FOOTPRINT........... 8,508 SF INCLUDING BUILDING CANOPY 3. THIS WORK ZONE TRAFFIC CONTROL PLAN DEPICTS THE MINIMUM REQUIREMENTS OF NYSDOT AND DOES NOT RELEASE W8 z3 .: COVERED ENTRY:273 SF A') Y ;i Sl{gR W20 t THE CONTRACTOR FROM HIS RESPONSIBILITY TO SAFELY MAINTAIN AND PROTECT TRAFFIC IN ACCORDANCE WITH :< SECTION 619 OF THE NYSDOT STANDARD SPECIFICATIONS. OTHER TRAFFIC CONTROL DEVICES ABOVE AND BEYOND LOWER LE 2,020 SF REFER TO SHEET 2 OF 2 FOR ALL TABLES GROSS FLOOR AREA L LEVEL js. THOSE SHOWN ON THIS PLAN MAY BE REQUIRED TO MAINTAIN AND PROTECT TRAFFIC OR AOBE. (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF ! :if UNRY Department of 2 FT MINA- ................................................... .<NEWYORK 10528 SF T 14. THE CONTRACTOR SHALL PROVIDE FLAGGERS WHEN SIGHT DISTANCES ARE IMPAIRED BY HIS OPERATION OR AOBE. ORT Transportation XX W7 3a (SEE NOTE 3) G20-1 SEE NOTE 4) 15. THE CONTRACTOR SHALL NOT PARK HIS EQUIPMENT OR STORE MATERIAL OVERNIGHT WHERE IT IS DEEMED BY THE U.S. CUSTOMARY STANDARD SHEET z ENGINEER TO BE A SAFETY HAZARD TO TRAFFIC STORAGE WITHIN THE NYSDOT RIGHT-OF-WAY WILL NOT BE 24000 LB PROTECTIVE WORK ZONE TRAFFIC CONTROL PERMITTED 5 VEHICLE WITH TMIA SEE TABLE 410 03 WORK AREA TWO-LANE TWO-WAY ROADWAY D SHOULDER CLOSURE r 16. THE CONTRACTOR IS ADVISED THAT NO PAVEMENT EDGE DROP-OFFS WILL BE PERMITTED WITHIN ELEVEN(11 FEET OF < INTERMEDIATE TERM OPERATION �w TRAVEL LANES.THE CONTRACTOR SHALL SCHEDULE HIS OPERATIONS SO THAT ALL EXCAVATED WORK AREAS SHALLBE JIJN 7 2025 -" (SHEET 1 OF 2) CHANNELIZING DEVICE 1'' ARROW PANEL BACKFILLED TO GRADE AT CONCLUSION OF THE WORK DAY, SOUTHOLD TOWN (SEE TABLE 410-05) ce (CAUTION MODE) APPROVED DECEMBER 2, 2021 ISSUED UNDER El 21-028 PLANNING BOARD Rcrtx�ttGe� 17. THE CONTRACTOR SHALL NOT RESTRICT THE INGRESSIEGRESS REQUIRED FOR DRIVEWAYS ALONG MAIN ROAD (NYS ROBERT LIMOGES, P.E. 619-410 w w NOT TO SCALE ;�,'" � `�-` ROUTE 25). DIRECTOR, OTSM ,: ll WALKWAY 18. CONTRACTOR TO PLACE TEMPORARY SIGNS OUTSIDE SIGHT TRIANGLES SO AS NOT TO CONFLICT WITH THE SIGHT DISTANCE. HEIGHT AND LATERAL LOCATION OF SIGNS 19. CONTRACTOR SHALL PROVIDE SIGNAGE IDENTIFYING PEDESTRIAN/BICYCLE ROUTE THROUGH WORK ZONE. 9 04/11/25 AD REV.PER TOWN AND NYSDOT COMMENTS (TYPICAL INSTALLATION) CONTRACTOR TO PHASE SITE WORK AS TO MAINTAIN A 5-FOOT CLEAR ADA COMPLIANT PASSAGE FOR PEDESTRIANS N.T.S. DURING CONSTRUCTION. BICYCLISTS SHALL DISMOUNT BIKE AND WALK THROUGH THE WORK ZONE IN AREA 8 02/05/25 AD REV.PER SCWA COMMENTS DATED 01/28/25 TABLE 410-01: ADVANCE WARNING SIGN SPACING TABLE 410-05: CHANNELIZING DEVICE APPLICATION FOR INTERMEDIATE-TERM STATIONARY WORK ZONES DESIGNATED FOR PEDESTRIAN AND BIKE TRAFFIC. 7 01/27/25 AD REV.PER SCDHS COMMENTS DATED 01/24/25 DISTANCE BETWEEN SIGNS WORK ZONE PROVISIONS t, MUTCO COMPLIANT CHANNELIZING DEVICE 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REPLACE ALL SIGNAL INTERCONNECT CABLE.DETECTOR 6 01/21/25 AD REV.PER UPDATED SEPTIC LAYOUT Rona TYPE a ffrJ 8 ffT.: INTERMEDIATE-TERM w CABLE,CONDUIT AND ALL UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION STATIONARY WORK ZONES Nw W REV.PER UPDATED ELECTRIC AND RPZ WATER URBAN(s 30 AWN•) IQO too INVOLVE WORK THAT wu _ �+ >� "' o" 21. THERE SHALL BE NO WORKERS,EQUIPMENT OR OTHER VEHICLES IN THE BUFFER SPACE. 5 12/06/24 AD SERVICE LOCATIONS URBAN 65-40 MPH-) 200 200 OCCUPIES A LOCATION > �a ? a a FOR MORE THAN I DAYLIGHT 4 11/22/24 AM REV.PER UPDATED ELECTRIC AND TELECOM URBAN(z45 MPH-) 350 350 PERIOD UP TO 3 CONSECUTIVE �w o < _ ` W` �' 22. IF TRAFF,C SAFETY OR OPERATION ISSUES DEVELOP AS DETERDAINED BY NYSDOT, LEFT TURNS INTO OR OUT OF THE SERVICE LOCATIONS RURAL 500 500 z z a a �+ o !. I DAYS,OR NIGHTTIME WORK a w q •PRECONSTRUCTION POSTED SPEED LIMIT THAT OCCUPIES A LOCATION a= } PROPERTY MAY BE RESTRICTED OR PROHIBITED. 3 10/02/24 AM REV.PER TOWN COMMENTS DATED 09/11/24 AND FOR MORE THAN I HOUR "' = SCDHS COMMENTS DATED 10/02/24 TABLE 410-02: LONGITUDINAL BUFFER SPACE AND TAPER LENGTHS SHOULDER/MERGING/ 20 FT. • x X 2 07/19/24 AM ISSUED TO TOWN SHIFTING TAPERS 40 FT X X SHotLDER TAPER LENGTH:L/3 PROVISIONS FOR ICE AND SNOW REMOVAL OPERATIONS 1 05/14/24 DD REV.PER CLIENT COMMENTS TAPER LENGTH:L TT.)/ • OF SKIP LINES/ (FT.)/ •OF SKIP LINES/ • OF PRECONSTRUCTION LONGITUDINAL • OF CHANNELIZING DEVICES CHANNELIZING DEVICES MARKING FOR 2 2 2 POSTED SPEED BUFFER SPACE TRANSVERSE BUMPSI N/A X X x x NO. DATE BY DESCRIPTION DISTANCE (FT.)/ IN ORDER TO ALLOW FOR SNOW AND ICE CONTROL BY STATE FORCES ON THE STATE HIGHWAYS AND BY LOCAL MUNICIPALITIES ON LOCA LIMIT(MPH) • OF SKIP LINES FOR LANE WIDTH IN FT. FOR SHOULDER WIDTH (LATERAL SHIFT OF TRAFFIC FLOW PATH) CRANED TRAFFIC WITHIN 800 FT. X X X X X 0 ROADS,THE CONTRACTOR SHALL SCHEDULE HIS WORK IN ACCORDANCE WITH THE FOLLOWING: REVISIONS 10 11 12 s 4 FT. 5 -7 FT. 28 FT. AND/OR SHOULDER 1. INTERFERENCE WITH SNOW PLOWING OPERATIONS BY TUBULAR MARKERS,BARRICADES AND OTHER TRAFFIC CONTROL EQUIPMEN SHALL BE KEPT TO A MINIMUM. ANY DEVICES DISTURBED OR DAMAGED BY SNOW AND ICE CONTROL OPERATIONS SHALL B . 25 :55/4 120/3/4 120/3I4 12O/3/4 4O/1/2 40/i/2 40/1/2 GUIDE RAILF EXISTING 80 FT. X X X X X X 0 REPLACED AND OR RESET AS NECESSARY AND AS SOON AS POSSIBLE BY THE CONTRACTOR. 30 200/5 160/4/5 160/4/5 200/5/6 40/1/2 40/1/2 40/1!2 40 FT. BICYCLE WARNING SIGN 35 250/6 200/5/6 240/6/7 240/6/7 40/1/2 40/1/2 80/2/3 NOTES: X=ALLOWED,BLANK = NOT ALLOWED,0=OPTIONAL •SEE NOTE 5 ON SHEET t OF 2. W11-1 2. DRAINAGE FRAMES,GRATES AND COVERS AND OTHER CASTINGS SHALL NOT BE ADJUSTED IN A TRAVEL LANE UNLESS THE FINA, 1. -A TYPE I OBJECT MARKER MAY BE USED IN LIEU OF CHANNELIZING DEVICE. ( ) y" 40 3D5/8 280/7/8 320/8/9 320/8/9 40/1/2 80/2/3 8012/3 2.-CHANNELIZING DEVICES SHALL BE EQUIPPED WITH A FLASHING WARNING LIGHT. N.T.S. PAVEMENT COURSE IS TO BE PLACED PRIOR TO THE ONSET OF SNOW AND ICE WEATHER.STEEL PLATES,ETC.SHALL NOT PROTRUD • 45 360/4 440/11/12 520/13/14 560/14/15 80l2/3 80/2/3 120/3/4 ABOVE H ADJACENT PAVEMENT, IF ANY OF THESE PROTRUSIONS EXIST IN ANON-TRAVEL LANE PRIOR TO A SNOW AND IC 50 425/11 520/13/14 560/14/75 60O/15/16 80/2/3 120/3/4 160/4/5 CONDITION, THEN TEMPORARY ASPHALT RAMPS MUST BE PLACED SO THAT FOR EVERY ONE MILLIMETER OF RISE, THERE IS A EIGHTYMILLIMETER RUN OF RAMP. TABLE 410-06: REQUIRED SIGN SIZES• - ."..,.,.___.._...-___................"_..,-„-,,,,,,__.... 55 495li3 56O/14/15 6o0/i lib 680/t /18 ! 3. ALL PAVEMENT CUTS SHALL BE RESTORED TO THE ADJACENT PAVEMENT GRADE TO ELIMINATE RECESSED AREAS WHERE SNOV W up SIGN NON FREEWAY FREEWAY ( CANNOT BE PLOWED OR WHERE PLOWS MAY SNAG. (� l , ''yii. dI °w', J PEE v ,ice � a i�ii G20-2 36x18 48x24 �� � TABLE 410-03. PROTECTIVE VEHICLE REQUIREMENTS W20-1 36x36 48x48 i 4. WHERE THE MAINTENANCE AND PROTECTION OF TRAFFIC SCHEMES REQUIRE INSTALLATION OF SINGLE OR MULTIPLE RUNS 0 664 BLUE POINT ROAD UNIT B W21-5 36x36 48x48 I NTEMPORARY CONCRETE BARRIER,THE CONTRACTOR SHALL REMOVE ANY SNOW REMAINING ALONG A TEMPORARY BARRIER EVEN I IT IS THE RESULT OF SNOW PLOWING OPERATIONS BY STATE FORCES OR OTHERS,THE INTENT IS TO PREVENT ACCUMULATED SNO H O LTS V I LLE NEW YORK 11742 CLOSURE TYPE NON-FREEWAY W7-3a 24x18 36x30 ! ROAD TYPE ! SPEED z 45 MPH 35 -40 MPH s 30 MPH G20-1 36x18 48x24 III t FROM MELTING ONTO TRAVEL LANES WITH POSSIBLE REFREEZING. (6311 961-0506 EXPOSURE CONDITIONS WARNING FLAG 18x18 S8x18 LANE 5. THE CONTRACTOR SHALL BEGIN SNOW REMOVAL WITHIN REASONABLE TIME AFTER NOTIFICATION BY THE ENGINEER. wwwr.KeyCivilEngineering.com WORKERS ON FOOT OR *FREEWAY SIZES MAY BE USED ON NON-FREEWAY,IF SPACE CONSTRAINTS DO NOT I VEHICLE EXPOSED TO P.TMIA P.TMIA SEE NOTE 2 EXIST. LANE CLOSURE OR TRAFFIC PROJECT NAME ENCROACHMENT OTHER HAZARDS NO P,TMIA SEE NOTE 2 SEE NOTE 2 WORKERS EXPOSED IN LANE SIGN ROMAN CATHOLIC CHURCH OF THE SACRED (NYW5-32P) HEART PROPOSED PARISH CENTER WORKERS ON FOOT OR N.T.S. ALL LANES MUST BE OPEN TO TRAFFIC BEFORE 10 AM AND AFTER 14300 MAIN ROAD VEHICLE EXPOSED TO P.TMIA SEE NOTE 2 SEE NOTE 2 SHOULDER CLOSURE TRAFFIC OR ENCROACHMENT 3 PM. NO LANE CLOSINGS ARE PERMITTED ON WEEKENDS OR MATTITUCK, NY 11952 OTHER HAZARDS NO SEE NOTE 2 SEE NOTE 2 SEE NOTE 2 HOLIDAYS. NIGHTTIME LANE CLOSINGS WILL NOT BE PERMITTED TOWN OF SOUTHOLD, COUNTY OF SUFFOLK WORKERS EXPOSED LEGEND WITHOUT PRIOR APPROVAL FROM STATE PERMIT INSPECTOR. DIST.: 1000, SECT.: 114, BLOCK: 11, LOT: 1 P:PROTECTIVE VEHICLE REQUIRED FOR EACH CLOSED LANE 6 EACH CLOSED PAVED SHOULDER 8'OR WIDER, IF THE WORK SPACE MOVES WITHIN THE STATIONARY CLOSURE,THE PROTECTIVE VEHICLE SHALL BE REPOSITIONED ACCORDINGLY AHtAu TMIA:TMIA REQUIRED DRAWING TITLE NOTES: 1.THE EXPOSURE CONDITIONS ASSUME THERE IS NO POSITIVE PROTECTION PRESENT 2.EITHER A PROTECTIVE VEHICLE OR THE STANDARD BUFFER SPACE SHALL BE PROVIDED AHEAD SIGN WORK ZONE TRAFFIC NEWYORK Department of (R.T.S. STATE OF N.T.S. CONTROL PLAN OPPORTUNITY. Transportation TABLE 410-04: ROLL AHEAD DISTANCE U.S. CUSTOMARY STANDARD SHEET m ROLL AHEAD DISTANCE (FT.)/•OF SKIP LINES FOR DATE: 05/03/2024 C-. VEHICLES WORK ZONE TRAFFIC CONTROL TWO-LANE TWO-WAY ROADWAY SCALE: N.T.S. r SHOULDER CLOSURE Nry tl1 PRECONSTRUCTION STATIONARY OPERATION INTERMEDIATE TERM OPERATION mom: POSTED SPEED (SHEET 2 OF 2) �¢n LIMIT(MPH) MIN MAX 'D-c >_55 120/3 200/5 APPROVED APRIL 8, 2022 ISSUED UNDER EI 22 008 PROJECT NUMBER: 23200 45 -50 80/2 160/4 DRAWING BY:!'nlret tE%ma;3e� s 40 40/1 120/3 ROBERT c DIRECTOR, OTSM P.E. 619-410 AM -I- CHECKED BY: MP APPROVED BY: MP SEAL He SIGNATURE: ALTERATION OR ADDITION TO THIS DOCUMENT EXCEPT BY A LICENSED E W � PROFESSIONAL ENGINEER IS A �t VIOLATION OF SECTION 7209, FILorrp�4't- SUB-DIVISION DUC2. THE NEWLA YORK STATE EDUCATION LAW to �P *cc DRAWING No: * w w �r NOT `yr }E -ALED �2 IT 0815� C-14 ��AROE'E MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFMSIONAL ENGINEER 1081558 14 OF 14 YAKey CivillProjects12023123200 JMN Architecture_14300 Main Road_MattitucklDrawingslKey Civi1123200_2025.04.11_SPP9_SPDES_RPZ3.dwg