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HomeMy WebLinkAboutSite Plan Rec'd 10/28/24 F/N/ A, A PROPERTY ADDRESS DOROTHY A SULLIVAN WIWI FIM 280 Wickham Ave,Mattituck,NY 11952 'q LIVINGTRUST 190 Wickham Ave,Mattituck \IY11952 HOLLYE C GILBRIDE CHARLOTTE C BURKARD d Fl, 380 Pike St,Mattituck,NY 11952 L BURKARD 13605 Main Rd,Mattituck,NY 11952 DONIELLEJ CARDINALE W A WOW IN *o", MAAIA C M41NTGOMERY Oil 13705 Main Rd,Mattituck,NY 1195Z A Iffillasne. I MICHAELJ MONTGOMERY All 13805 Main Rd,Matti uck,NY 11952 JOSEPH GRA1 MEN I FRANK D RIES&SANDRA B 1500 Pike St,Mattituck,NY 11952 14, Aa MOO ABLE TRUST 1A DRIES IRREVOC W1, elllplr' Ov, 1560 Pike St,Mattituck,NY 11952 FOTEYNE MOUZAKITIS �Z —------------------------------------------------------ "T ,�PA JOSEPH GRATTAN 13905 Main Rd,Mattituck,NY 11952 TRACEY GRATTAN AMY M GREENBERG NY 11952 1620 Pike St,Mattituck, MEW !I LEONARD R GREENBERG a 31 WE, 14005 Mai n Rd,Mattituck,NY 11952 52. A, MEN ------------------------------------—------------------- DOUGLAS MASSEY 14065 Main Rd,Mattituck,NY 11952 JENNIFER HATFIELD a ILANA FINNEGAN 1710 Pi ke St,Mattituck,NY 11952 MARTIN FINNEGAN P 1/0011 T �3 X1111` ELIZABETH FICNER 14215 Main Rd,Mattituck,NY 11952 STEVEN FICNER gig mom KATHLEEN LAHEY 14335 Main Rd,Mattituck,NY 11952 TAMIRP RICHARD LAHEY ---------- IVA MEN mom DEBRASIMICICH Aliz Nor .......... SEEN 14455 Main Rd,Mattituck,NY 11952 RICAHIRDSIMICICH ---------------------- PAP MARIAN R BOPP FAMILY 175 Maple Ave,Mattituck,NY 11952 TRUST g/p/g/r/ g1glIg PRO= CHARLES J ZAHRA 7- 1830 Pike St,Mattituck,NY 11952 JEAN T ZAHRA LESLIE GRATTAN 2000 Pike St,Mattituck,NY 11952 'Au LOUISE H66 IRREVOCABLE 2100 Pi ke St,Mattituck,NY 11952 1AA now TRUST '77// 2200 Pike St,Mat:ituck,NY 11952 �H.Mlk if,�6. 14605 Main RJ,Mattituck,N 952 it 1116ILTA 14695 Main Rd,Mattituck,NY 11952 14825 Main AA1 Mattfte"141L11t52 !41 2680 Pi ke St,Mattituck,NY 11952 TRUST 320 Maple Ave,Mattituck,NY 11952 JOHN H LOPER 11 Al 125 Reeve Ave,Mattituck NY 11952 vor CHAD MELLO 14500 Main Rd,Mattituck, Y11952 14650 Main Rd,Mattituck,NY 13952 UNION FREE SCHOOL 4#p WOO Main Rd,Mattituck,NY 11952 DISTRICT9 0. PEI Q:M/ GR EGORYCOUCH 4 KRI 01 OEM STINA COUCH �44 041 BRENDA szcbTKA 1k, M, -0/w/00 WNARD LSTEPNOSKI 505 Reeve Ave,Mattituck,NY 11952 A BEVERLY STEPNOS 1/0 10 —4, 605 Reeve Ave,Mattituck,NY 11952 22/ DONNA HAMILTON 545 Reeve Ave,Mattituck,NY 11952 d, ,dd JACK HAMILTON OEM In ...... JOSEPH SEDOTTO 0/4 PAULINE SCHWERDTNE OEM REVOCABLE TRUST A ikt IA; It 10 ir min z .1k xis #11 DEBORAH CELIC DONN COSTANZO /bit&eeve Ave,MattltUCK 'u INDA COSTANZO GLIVI ag aw giVIA ON, ME, N LAWRENCE REEVE W Now/.A 1W=140r4ow Rmg ANDREA HAUSLER DOUGLAS HAUSLER r CATHERINE GOLDER JOSEPH GOLDER DAVID REEVE J/ WIN 01, KATHLEEN M REEVE M REVOCABLE TRUST _0 NANCY REEVE DAVID L REEVE A. x, ini I 545 NEW SUF-OLK LLC F1, R RAYMOND F NINE TRUST P1, 13900 Main Rd,Mattituck,NY 11952 MATTITUCK LAUREL LIBRARY k As/ -M - 11" 13650 Main Rd,Mattituck,NY 11952 LOVE LANE VILLAGE LLC ZR'l � I"'],",/ / "P �Ml AE =10111 X MAllELLA HOLDING LTD z, M BETTY A HARDY 13520 Main Rd,Mattituck,NY 11952 JOSEPH HARDY 11,Aisv�/x/ i 100 Main Rd,Mattituck,NY 119 __52 13400 MAIN ROAD CORP NOWN JEYSA EUCEDA GUTIERREZ JOSUE MENJIVAR VILLEDA LE LANE W/AW, 51 M211 M,2,271/,,� C RP 0 ---------- % 105 0 1 e J u e Ln,Mattituck,N THOMAS LUDLOW UK VW41 DESPINA PARAS DOROTHY SCOUFARAS GEORGE 21 -A 19521 SCOUFARAS HARITOMENI 1340 New Suffolk Ave,Mattituck,NY I Ax SCOUFARAS PETER L1 I Ywl,&, A SCOUFARAS Mrp AN ARTHUR OLSON SUS PENN, N k W;1� IN 11020 New Suffolk Ave,Mattituck,NY 119521 KALEYCASTANTINE I /3 All �1_980.New Suffolk Ave,Mattituck,NY 11952:: �OBERTBRENNER 0" ANTHONY PALUMBO Q10 New Suffolk Ave,Mattituck,NY 11952 LORI PALUMBO P. A SHARON PALUMBO AARON BOKROS ...... gggx�, gs/g/g/w/g."I 820 New Suffolk Ave,Mattituck,NY 11952!1 ALISON DELANEY 700 New Suffolk Ave,Mattituck.NY 119521 RECEIVED BEVERLY A VLCEK �w Suffolk Ave,Mattituck,NY 11952 ! OCT 2 8 20 IRREVOCABLE TRUST L_;6_u_Ch&fd_—Town Planning Board all W if `.� � " , GENERAL SITE NOTES ,� 0 A LEGEND BULK ZONING TABLE 11 ji'll 11-1 . 1, ;1 ,�s I ," EXISTING ITEM PROPOSED ZONING DISTRICT:RESIDENTIAL R-40 1. UNSUITABLE MATERIAL, CONSTRUCTION DEBRIS, EXCESS SOILS, ETC. SHALL BE PROPERLY REMOVED AND '+'J,�,/. - ; #9 F ®i PROPERTY LINE ITEM SECTION PERMITTEDIREQUIRED PROPOSED DISPOSED OF OFF-SITE IN ACCORDANCE WITH ALL APPLICABLE CODES,ORDINANCES,AND LAWS. ''•Y r e . HE FOLLOWING USES ARE PERMITTED AS A ... . : ---'_ / �� BUILDING 2. THE CONTRACTOR IS RESPONSIBLE TO TAKE EROSION CONTROL MEASURES NECESSARY IN ACCORDANCE /oho c U,_ .. "✓� SPECIAL EXCEPTION BY THE BOARD OF STANDARDS AND SPECIFICATIONS Q, � ? I A APPEALS,AS HEREINAFTERPROVIDED,AND WITH NYS STA ECIFICATIONS FOR EROSION & SEDIMENT CONTROL TO PREVENT SEDIMENT 16 sx�, z,,• "�.--''�� DOOR ENrEYT . . AND/OR LOOSE DEBRIS FROM WASHING ONTO ADJACENT ROADWAYS AND PROPERTIES. `,t Q%V�� N SUBJECT TO SITE PLAN APPROVAL BY THE >:;; y :. / CONCRETE CURB PLANNING BOARD: � '` 'S' : // "' 3 CURBING SHALL BE ��i4' v r _� SAME AS§280.13B OF THE::. ALL ON-SITE CONCRETE SHALL CONFORMANCE AN WITH A I PROVISIONS.N O,rAOEI o� �� 2 1. r _ CONCRETE • • " §280-17{Bj = - CONCRETE UNLESS OTHERWISE NOTED. CO 0 M CE C PROV 5 0 S ALL eq �q J � -�" '` PAVEMENT -� �' ^ ; :. AGRICULTURAL-CONSERVATION DISTRICT, EXCEPT THAT A CHILDREN'S RECREATION Edit:: L:� "r y;. 4. RELOCATION AND/OR REMOVAL OF EXISTING UTILITY POLES,TRAFFIC SIGNS,ETC.,SHALL BE COORDINATED BY C� ASPHALT PAVEMENT "'.••. • .•.••••••• :. . CAMP,FARM LABOR AND::: " .Pt td "�,., 26� l THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR FIELD-VERIFYING THEIR PRESENCE. `66 N�OE1 p .., y 11 "____- -may VETERINARIAN'S OFFICE AND ANIMAL HOSPITAL C� G$."] l HYDRO SEED USE:PARISH CENTER(V] -r f� OrS.��6 f- \ LANDSCAPE AREA ARE NOT PERMITTED AND BED-AND-BREAKFAST Gov".. J - ti F>Y 5. WORK WITHIN THE R.O.W.OF MAIN ROAD AND REEVE AVENUE SHALL BE PERFORMED IN ACCORDANCE WITH �y ft� �'`� f_ orr �''�rf SOD LANDSCAPE - USES DO NQT REQUIRE SITE PE i4N APPROVAL. (A)PROPOSED BUILDING€GREATER ALL APPLICABLE REQUIREMENTS OF THE NEW YORK STATE AND TOWN OF SOUTHOLD REGULATIONS. W , WHITE LIN 2� -`" _j _ : AREA HE FOLLOWING USES ARE PERMITTED AS A Ili; THAN 50 FEET FROM ALL STREET IUCk i "-- J E.A. ��* R® - _ r FENCE 11 SPECIAL EXCEPTION BY THE BOARD OF LINES AND GREATER THAN 20 FEET 6. ALL TRAFFIC CONTROL DEVICES, I.E. SIGNALS, SIGNS, AND PAVEMENT MARKINGS SHALL BE INSTALLED INV$ �AV mw DOUBL�W -�_ �1 Oro NE2$- FROM ALL LOT LINES. kT .µ, _ _✓ "'~_ ( WALL SPECIAL EXCEPTION � SUBJECT TO SITE PLAN APPROVAL BY THE . DEEVICEESMAND AS D RECTED BANCE WITH THE Y GUIDELINES OF AND TO N OF SOU HOLD.A ALLLPAVEME OF I NOT MARRM K GS REQUIREFFIC OD ..t4ev` SU1f Ol'p' 1G - - {B)THE TOTAL AREA COVERED BY . �WIDT � WETLANDS s '�- WHffE LIN 0 4 ,57 "` o PST. t PLANNING BOARD,PROVIDED THAT NOT MORE SHALL BE THERIAOPLASTIC NYSDOT SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLAN. , G BOUNDARY €t �- "� 0 PARKING COUNT 0 THAN ONE USE SHALL BE ALLOWED FOR EACH ALL PRINCIPAL AND ACCESSORY ) T,, - -_ --✓� N7 �•29 5O CONC.wNX mW 0 40,000 SQUARE FEET OF LOT AREA; ' BUILDINGS DOES NOT EXCEED 20% 7• CONTRACTOR SHALL SAWCUT TO THE FULL DEPTH OF EXISTING PAVEMENT WITH A STRAIGHT VERTICAL EDGE `I. ' r o1 I �- ,4� r m� � UTILITY POLE (2)PLACES OF WORSHIP,INCLUDING PARISH OF THEAREA OF THE LOT. FREE FROM IRREGULARITIES WHEREVER NEW PAVEMENT JOINS EXISTING PAVEMENT. CONTRACTOR SHALL ' � 0 TOTAL BUILDING COVERAGE: . �•«...•,"( (j - __ GRASS ^ HOUSES(BUT EXCLUDING A RECTORY OR . DETERMINE EXACT LOCATION AND EXTENT OF THE REQUIRED SAWCUTTING IN ORDER TO PERFORM THE �«. -w E.A.N7 .11 OQ �' �- -�* -0 LIGHT POLE §280-13(B) PARSONAGE,WHICH SHALL CONFORM TO THE i7,075 SF/242,298,52 SF=7.05g1 WORKSCOPE DEPICTED ON THE PLANS. TWO FT MINIMUM FROM CURBS,PADS,WALKS,AND WALLS TO PERMIT �• � � m '� .. PROPER COMPACTION OF THE REPLACED SURFACES. s. 00 z Ito .. OP , k3 rc-C.*1 i Ors SIGN REQUIREMENTS FORA ONE FAMILY DWELLING), t'' 4 ^" o s. " {A)NO BUILD NG OR PARECT TO THE T THEREOFING ISHALL BE 8. REMOVAL INCLUDES, BUT IS NOT LIMITED T0, CURBING, PAVEhENT, UNSUITABLE MATERIALS, AND s� ' 'yE GRASS �' L FIRE HYDRANT ;;r , - 0 ,' ERECTED NEARER THAN 50 FEET TO ANY x_: ;.. UNDERGROUND PIPING. QUESTIONABLE ITEMS ENCOUNTERED (ABOVE AND/OR BELOW GRADE SHALL BE , Ma, { d2 Terms 391' '' p s Report a map Orror a 024 o Ow WATER VALVE " STREET LINE AND NEARER THAN 20 FEET TO . BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER OF RECORD IMMEDIATELY IN WRITING BEFORE CROSS ---- :::. ANY LOT LINE. REMOVAL OR DISTURBANCE. PROPOSED HEATED g I '/STATUE INLET (B)THE TOTAL AREA COVERED BY ALL E�' VICINITY/+ �A ENCLOSURE FOR WATER • • 0 ( ❑ PRINCIPAL AND ACCESSORY BUILDINGS SHALL 9. THE CONTRACTOR SHALL EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO C I NN.T.S. MAP P SERVICE METER AND - I0 ` ' -'"'� I ORD. ROOF DRAIN RD. : NOT EXCEED20%�OFTHEAREAOFTHELOT. , EXISTING FOUNDATIONS AND OTHER STRUCTURES TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR BACKFLOW PREVENTER O I r ••• -1�_ -- I TAKING THE APPROPRIATE MEASURES AS NECESSARY TO ENSURE THE STRUCTURAL STABILITY OF EXPOSED -- `.` r - CONIC.WAtx " i ( O SANITARY MANHOLE 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 N p I _l OR. 9 0 COVER ATTACHMENT 3 SAFE WORK AREA. ANY DAMAGE OR DISTURBANCE DUE TO SUBJECT WORKSCOPE SHALL BE REPAIRED TO u a•••' otz . I I I I Y>� I l ❑ Ra.o - 57 7� DRAINAGE o §280 LIKE-KIND CONDITIONS AT THE CONTRACTOR'S EXPENSE. APPLICANT/OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART .• EA I I I � ` _ __J - I•` CONC.WALK MANHOLE COVER MINIMUM LOT WIDTH 150 FT 391 FT 27835 MAIN ROAD I I `, I CONC.WAL K - ATTACHMENT 3 P.O.BOX 926 --�� <v i ° oca CLEAN-OUT •°/0 10. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT PEDESTRIANS AND VEHICULAR TRAFFIC I I I I II I !' ----I R,.c _ a S S §280 DURING REMOVAL ACTIVITIES. ANY TRAFFIC CONTROL,ACCESS,AND SAFETY PROVISIONS WITHIN THE R.O.W. CUTCHOGUE,NY 11935 TELECOM MANHOLE MINIMUM LOT DEPTH ATTACHMENT 3 175 FT 391 FT [ O AND ACCESS ROUTES(E.G.ACCESSIBLE RAMPS,PEDESTRIAN CROSSWALKS,SIDEWALKS,PAVEMENT STRIPING, TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 11,Lot 1 E "' I� g EXISTING y T COVER ETC.) SHALL BE THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL DETERMINE 23 ONE STORY B e MINIMUM FRONT YARD §280 50 FT 214.6 FT SITE AREA.................................. 242,298.52 SF(5.5624 Acres) f, • v GRASS ' O Qs I TREE ATTACHMENT 3 APPROPRIATENESS OF REMOVAL ACTIVITIES AND PROVIDE TEMPORARY MEASURES FOR THE PROTECTION AND MAS. CHURCH R.D. S I 14300 ' I SAFETY OF THE PUBLIC UNTIL PERMANENT COMPONENTS/REPLACEMENTS CAN^E INSTALLED. CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE(RO) ` -� 1, ' � `�Cu"� y . ! LIMIT OF CLEARING MINIMUM PRIMARY §280 . 0 N I I y / j "OUR LADY OF GOOD s AND GROUND 50 FT 342.5 FT CURRENT USE........................... CHURCH �'` 1 0 � I I I I �__- I D - -LCGD- FRONT YARD ATTACHMENT 3 11. IF SHORING AT A DEPTH GREATER THAN 5' IS REQUIRED TO ACCOMMODATE CONSTRUCTION ACTIVITIES, IT < z I CONC.WAX RD. COUNSEL R.C. CHURCH° DISTURBANCEI SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO RETAIN A LICENSED PROFESSIONAL ENGINEER TO DESIGN PROPOSED USE......................... PARISH CENTER -- - MINIMUM SECONDARY §280 1,• G y I --{--- GRASS 35 FT 214.6 FT THE REQUIRED SHEETING AND SHORING DETAILS. SHEETING SHALL BE IN CONFORMANCE WITH OSHA FRONT YARD ATTACHMENT 3 EXISTING FOOTPRINT............... 8,567 SF I _ o _ 4 1- a REQUIREMENTS. 4 §280 PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) � �>_ i --"I v I � I I, I I ���`' r`I � � �I `� t I u � I MINIMUM SIDE YARD 15 FT NIA J ATTACHMENT 3 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION,SIZE,TYPE,AND DEPTH OF COVERED ENTRY:273 SF c14 co ., p > $ ' I I I I I R.D. 2. UTILITIES, PIPING, DRYWELLS, ETC. PRIOR TO THE START OF ANY WORK. THE CONTRACTOR MUST CONTACT ` MINIMUM SIDE YARDS 280 GROSS FLOOR AREA................ LOWER LEVEL......................................2,020 SF Q � 0 I I I EXISTING <, I § 35 FT N/A THE APPROPRIATE LOCAL "ONE CALL" SYSTEM TO ENSURE THAT ALL UTILITIES ARE PROPERLY AND 0 J ,3 ! COMBINED ATTACHMENT 3 (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF $` es�. ,° �"'•,� COMPLETELY MARKED OUT IN THE FIELD PRIOR TO ANY WORK AT THE SITE.ANY DISCREPANCIES BETWEEN -' ASPHALT PARKING ENT. TOTAL...................................................10,528 SF m it U -� §280 THE FIELD LOCATIONS AND THE PLANS SHALL BE REPORTED TO THE ENGINEER IN WRITING IMMEDIATELY. THE x p L;i �, ' ti� In � ° m ! MINIMUM REAR YARD 50 FT 55.5 FT CONTRACTOR IS ADVISED THAT UTILITY INFORMATION SHOWN ON THE PLAN IS A COMPILATION OF FIELD Q z m p O ATTACHMENT 3 I- p o I �� I RD. i LOCATIONS,ABOVEGROUND STRUCTURES THAT WERE VISIBLE AND ACCESSIBLE IN THE FIELD,AND RECORD W ►V I ' l ' I L "" aX EXISTING BUILDING FOOTPRINTS: DRAWINGS AVAILABLE AT THE TIME OF THE SURVEY AND MUST BE CONFIRMED ACCORDINGLY. THE co w I � ' I 1 1 5,700 SF+2,867 SF=8,567 SF p I • I 0 I I I CONC.WALK CONTRACTOR SHALL COORDINATE UTILITY DISCONNECTION WITH THE APPLICABLE UTILITY COMPANIES PRIOR PROPOSED BUILDING FOOTPRINT: TO REMOVAL ACTIVITIES. THE CONTRACTOR IS ALSO ADVISED THAT ALL SUCH FACILITIES DISTURBED DURING �> 1 ` I !-- -I- � r I 8,508 SF INCLUDING BUILDING I __ _ - - --`� � 1 I � � � U � .� I MAXIMUM LOT §280 0/ CANOPY( CONSTRUCTION MUST BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. ' ' 1 , I I !�f tiI � � COVERAGE ATTACHMENT 3 20 a ) T I I I 0 e 0 O TOTAL BUILDING COVERAGE: 13. THE CONTRACTOR SHALL COMPLETELY FILL BELOW GRADE AREAS AND VOIDS RESULTING FROM THE REMOVAL d • I I ! 4 GAZEBO W � r 8,567 SF+8,508 SF=17,075 SF OF STRUCTURES AND FOUNDATIONS WITH SOIL CONSISTING OF MATERIALS FREE FROM DEBRIS, TRASH, { II y >,_ > 1_ - ' I I RE-STRIPE PARKING (D (' ` 3 FROZEN MATERIALS, ROOTS AND OTHER ORGANIC MATTER. STONES USED SHALL NOT BE LARGER THAN 6 ° 17,075 SF 1242,298.52 SF=7.05/o PROPOSED 2' � INCHES IN DIMENSION. PRIOR TO PLACEMENT OF FILL MATERIALS, UNDERTAKE ALL NECESSARY ACTIONS IN -J STALLS IN-KIND X 0 O QD `• LONG CONCRETE v MAXIMUM BUILDING §280 35 FEET TO PEAK OF SLOPING ROOFS/25 FEET , „ ORDER TO ENSURE THAT AREAS TO BE FILLED ARE FREE OF STANDING WATER, FROST, FROZEN MATERIAL, E N .\ CURB TAPER I i I w r 2T-1,� TO PEAK OF SLOPING ROOF TRASH AND DEBRIS. PLACE FILL MATERIALS IN HORIZONTAL LAYERS NOT EXCEEDING 6 INCHES IN LOOSE L_ L_ i �.- `�` I i I ' �b PROPOSED SAWCUT AND � HEIGHT ATTACHMENT 3 FOR FLAT OR MANSARD ROOFS DEPTH AND COMPACT EACH LAYER AT PLACEMENT TO 95%OPTIMUM DENSITY. GRADE THE SURFACE TO MEET p LIMIT OF ASPHALT ADJACENT CONTOURS AND TO PROVIDE SURFACE DRAINAGE. REFER TO GEOTECHNICAL REPORT IF N wok � � • I � I I /''�(' MAXIMUM NUMBER OF 280 � J GRA� �•� I � I 2 I y I ! PAVEMENT REPLACEMENT E---.A/"" § 2Y SINGLE-STORY BUILDING O Y �� _�.�r-, ' I❑ `�:\t� , i i - I BR� Z0�\�G�� STORIES ATTACHMENT3 PROVIDED)ELEVATIONS. FURTHER RECOMMENDATIONS. REFER TO GRADING PLAN FOR PROPOSED SURFACE 3 U .r r� I I �.�j`, ' Y @'f' '' \ [VI VARIANCE REQUIRED I•.'• r-� ID C{= ' - II .• •• RO ZONE ' t� - 14. UNDERGROUND STORAGE TANKS, IF ENCOUNTERED,SHALL BE EMPTIED,CLEANED AND REMOVED FROM THE PROPOSED '. .. i:.'. .'..:. ... . '.'.'.1.'.'.'.'t. ..�l'C '.,.\ O ASPHALT' • • .,.,.•�!�.V. •.,••• •,• ® �Y SITE IN ACCORDANCE WITH FEDERAL,STATE,COUNTY,AND LOCAL REQUIREMENTS. M . PAVEMENT •. .. .. ,. . .' . .. . .. . . . . . . . ..'. . .....'. .'.'.'.'.' .'.... .. . ..'9.'.'.;.'.:.:IN -�'' e - J s PARKING CALCULATIONS > .'.'' '. .'.'. 'L. �. '.'.'.'.'.'.'. .'.'.'.'.'.'.'.'.'. PROPOSED CONCRETE '.'.'.'.'.'.'.'.'.'.'.'.'.'.'. .'. Lk . s 15. PROPOSED TREE PROTECTION FENCE TO BE INSTALLED BEFORE THE START OF REMOVAL ACTIVITIES AND TO �> CURB .•••••..•••••.•••.•• . . . I BE REMOVED AFTER CONSTRUCTION IS COMPLETE. '...I','.•,'.'.'.','.'.'.'.',' •'000 ITEM SECTION PERM PROPOSED PROPOSED .'.'. . ..�!., .... .. .. .. . .. .. .. . ... .... .. .. . 10, .PROPOSED ADA R-40 ZONE C.c. LANDSCAPE . 10, •'' ' TYp ' '' '' '' .. .'.'.RAMP,(TYP.) EA PARKING PARISH CENTER(1 PER 100 SF OF OFFICE FLOOR AREA): EXISTING PARKING:123 STALLS 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AREA(TYP.) a '. ...'. .'.(TYP.)'..'.' ,',', ',',','.'.';.'.'.'.'. ,.w+d"'.'.'.'.'.''. ..'.'.'' '' ' 10- 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 l R5, •••• • •'t"- .*I' '•R3• R3' • • •8 R5' PROPOSED ADA AND PROPOSED Z LONG 00 PARISH CENTER PARKING REQUIRED:86 STALLS TOTAL PARKING:132 STALLS PERMITS, SIGN OFFS,AND CONSTRUCTION INSPECTIONS,ACCORDING TO GOVERNING BUILDING CODES AND REV.PER TOWN COMMENTS DATED 09/11/24 AND •` 4 "VAN ACCESSIBLE"SIGN '3 3 10/02/24 AM 9 V ;.' ' ' ' ' CONCRETE CURB TAPER DISPOSAL OF ALL MATERIAL IN ACCORDANCE WITH STATE AND LOCAL LAW. SCDHS COMMENTS DATED 10/02/24 5' O• �;.f.• o . „•. , . .,•- - 0 WHEN ANY LOT CONTAINS TWO OR MORE USES HAVING PROPOSED q • 7' 7 5' PROPOSED"NO fiw� `� DIFFERENT PARKING REQUIREMENTS,THE PARKING 2 07/19/24 AM ISSUED TO TOWN } o CONCRETEi".. PARKING ANYTIME"SIGN 17. SIDEWALKS, CURBS, OR OTHER EXISTING SITE APPURTENANCES DAMAGED 6Y CONSTRUCTION SHALL BE ' ' ' ' ' REQUIREMENTS FOR EACH USE SHALL APPLY TO THE PROPOSED PARISH CENTER ONLY > o SIDEWALK . 09 REPAIRED OR REPLACED IN KIND OR UNLESS NOTED OTHERWISE UNO WHETHER SPECIFIED ON THIS PLAN OR o ' � v `� !' ' I EXTENT OF THAT USE.WHERE IT CAN BE ( ) 1 05/14/24 DD REV PER CLIENT COMMENTS �y 3 - • OPEN DURING PERIODS OF TIME NOT,AT THE SOLE COST: OF THE CONTRACTOR. .I' • I•.. • .' • • 0 APPROXIMATE LIMIT OF CLEARING ' CONCLUSIVELY DEMONSTRATED THAT ONE OR MORE • w - I WHEN CHURCH IS NOT IN USE. NO. DATE BY DESCRIPTION > • . . - •-••- -•• • . '21' -a 9.11' �''22' 9.11, ` ' AND GROUND DISTURBANCE COMBINED SPACES §280-78(G) SUCH USES WILL BE GENERATING A DEMAND FOR �„ • :.,"19.94' 57.81' N U 9 0 PARKING SPACES PRIMARILY DURING PERIODS WHEN THEREFORE,THE PROPOSED PARISH 18. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS. �!, 1Q.52' W£T CENTER WILL NOT GENERATE A ., > 55.5' : . I 0 THE OTHER USE OR USES IS NOT OR ARE NOT IN REVISIONS ~~(REAR YARD) - 5' OPERATION,THE PLANNING BOARD MAY REDUCE THE GREATER DEMAND FOR PARKING, 19. SEQUENCE AND COORDINATION OF CONSTRUCTION IS SOLELY THE CONTRACTOR'S RESPONSIBILITY. 10 PROPOSED SINGLE-STORY PARISH ' TOTAL PARKING SPACES REQUIRED FOR THAT USE > <�•-`--• '' " " O 20. PRIOR TO THE COMMENCEMENT OF ANY 4NORK WITHIN A NYSDOT AND TOWN OF SOUTHOLD RIGHT-OF-WAY THE ! } • CENTER WITH PARTIAL CELLAR O WITH THE LEAST REQUIREMENT. i;� < - -•• • 10;x x� :, . >� APPLICANT/OWNER/DEVELOPER/CONTRACTOR MUST OBTAIN ARIGHT-Of-WAY WORK PERMIT FROM NYSDOT CELLAR:2 020 SF A .'. ��... . �"'� 0 I - ` r�. • . .. -� I THREE HUNDRED FIFTY SQUARE FEET SHALL BE AND TOWN OF SOUTHOLD. i I .•.•--• �'' FIRST FLOOR:8,508 SF •` .,`,`•`•` ••,`,`-- CONSIDERED ONE SPACE(TO PROVIDE ROOM FOR 10'x 20'PARKING STALLS WITH 24.5' > - ` ` COVERED ENTRY:273 SF `J .`.`.`.`.`.`.`•`.`.`.`.1 O' F`" & `°" I MINIMUM STALL SIZE §280-78(C) STANDING AREA AND AISLES FOR MANEUVERING).THE MIN.DRIVE AISLE 21. ANY UTILITIES INCLUDING POLES REQUIRED TO BE RELOCATED DUE TO THE INSTALLATION OF THE REQUIRED . u ''. % .: .• . • • • • ara O MINIMUM PARKING STALL WIDTH SHALL BE NINE FEET, 8'x 20'(ACCESSIBLE STRIPED STALL) IMPROVEMENTS SHALL BE RELOCATED AT THE EXPENSE OF THE I V:0 � 11 . • . . 1 . 97.27 • - - - - - • LLJ APPLICANT/OWNER/DEVELOPER/CONTRACTOR. . . . . .. . . . . . . .`. .` ' 40.23' (FRONT YARD)• } ` • . • - • - - • ` • ` ` • ` ` • • •` • • • '-`•` .`. `.`-`.` XIS ACCESSIBLE PARKING. 22. ALL TRAFFIC ROAD MARKING ROAD I . . . . . . . . . . r `. . . • . . . . . . . . .`. .`. .`. '.`•`. . . . . . . . . . . . . . . . o 1 ` O •.'-`. - •®`-` EXISTING S,R SIGNS.AND LIGHT SIGNALS THAT MAY HAVE BEEN MOVED OR DAMAGED IN .• • • • ` ` ` `-` ` ` ` • •` .• -• 8'x 19'STALLS PLUS ADJACENT 8'x 19'TRANSFER AREA 16 SPACES THE PROCESS OF CONSTRUCTION SHALL BE RESTORED AT THE APPLICANTS EXPENSE TO AT LEAST THE SAME 0 N.•-- -•• •• ••--•--•••• --• •••••-- •-• ••••--• ••.-`-• ',`•.-` `-` " . `,' `•` --` `, `•`,`-` `,` `•`,`•`,`,`,`•`,`•`,`•` Lo IBC NYS PROPOSED ACCESSIBLE PARKING: QUALITY AND CHARACTERISTICS THAT EXISTED BEFORE CONSTRUCTION BEGAN. THE APPLICANT SHALL BE CIVIL ENGIIINJESIRING t 0 Q ( •- -• ° m - • • • - • ` ` • ` . `a I•• ` ,-,LCG� to I ACCESSIBLE PARKING 1106.1 5 ACCESSIBLE SPACES REQUIRED WHEN 101 T0150 1 SPACE FURTHER RESPONSIBLE TO INSURE THAT, IN THE ROADWAYS ADJACENT TO THE CONSTRUCTION SITE,THESE TOTAL PARKING SPACES PROVIDED 664 BLUE POINT ROAD UNIT B . . . • . - ` v ` -, /'``(103-1 1 SD O Ug I I TOTAL ACCESSIBLE PARKING: MARKINGS, SIGNS AND SIGNALS, ARE MAINTAINED DURING THE ENTIRE PERIOD OF CONSTRUCTION. IF `\±- -•�- • - • - -.-W a• / N 17SPACES REPLACEMENT OR UPGRADE IS REQUIRED, SAME MUST BE APPROVED BY THE NYSDOT AND TOWN OF HOLTSVILLE, NEW YORK 11742 o ,J f p0 `. - . . . •• •-� .� I - D ® SOUTHOLD. (631 1961-0506 0 CG W-%,, .•.•.`.-.....y...� •.Y.+.`. +.• . .y�,G Z U MINIMUM AISLE WIDTH §280-78(C) 22 FEET 24.5 FEET 23. ALL ACCESSIBLE PARKING,CURB RAMPS,AND OTHER APPURTENANCES OF ACCESSIBLE ROUTES ARE TO MEET www.KeyCivilEngineering.com O0 0 Es :`: ` `.'.-.`.`.'.'.'.`.-.`.'.`.`.` ` 0 t/ "o THE REQUIREMENTS OF THE 2020 NYS BUILDING CODE CHAPTER 11-ACCESSOILTY,AND ICC/ANSI A117.1-2009. z 0 N } 0 0 0 LCGD •` - =(,( ,D""� 0 WW 12 ^- 81 PA UNOBSTRUCTED ACCESS TO AND FROM A STREET PROJECT NAME t o 0 SHALL BE PROVIDED.SUCH ACCESS SHALL CONSIST 24. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ® 0 w 0 0 0 0 0 0 B. I OF AT LEAST TWO TEN-FOOT LANES FOR PARKING ASSOCIATED WITH THE PROJECT WORKSCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE 0 `I I 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 0 `�`� "'0 0 0 0 `� R•' S1 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 OQ LOCATED WITHIN 50 FEET OF ANY STREET THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL 14300 MAIN ROAD 1 STY. ACCESS §280-78(D) COMPLIES 0 EXISTING INTERSECTION NOR EXCEED A GRADE OF 6%WITHIN 25 CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF 0 Q 0 0 W.W. T • GRAVEL/DIRT DRIVE ° FEET OF ANY STREET LINE NOR 10%AT ANY OTHER WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL R 3ULATIONS AND CODE, MATTITUCK, NY 11952 P.D. POINT.ALL POINTS OF INGRESS OR EGRESS SHALL BE 0 0 0 0 STEPS = °C TOWN OF SOUTHOLD, COUNTY OF SUFFOLK "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 F ♦♦ 0 0 0 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 N zoo W /'/��• 8 0 0 0 ! I BOARD. PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE"MEANS AND METHODS"REQUIRED ?S,SO,, 0 0 0 � are 0 JURISDICTION OR EXCAVATION ATO MEET THE INTENT AND ONDMOR TRENCHING PROCANCE CRITERIA OF EDURES. DRAWING WELL AS ANY OTHER ENTITY THAT HAS ALL OPEN PARKING AREAS SHALL BE PROPERLY DRAWING TITLE 0 w w U 0 9"' DRAINED WITHIN THE PREMISES,AND ALL SUCH AREAS 0 0 SHALL BE PROVIDED WITH A DUSTLESS SURFACE, 26. THE TOPS OF EXISTING MANHOLES,INLET STRUCTURES,AND SANITARY CLEAN-OUT TOPS SHALL BE ADJUSTED, x�0M Q 0 " EXCEPT FOR PARKING SPACES ACCESSORY TO A IF REQUIRED,TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS.F-W�p � IL 0 °' ONE-FAMILY OR TWO-FAMILY RESIDENCE.CURBS, SITE PLAN D FRAME GARAGE IS ♦ 0 0 DRAINAGE AND O §280-78(E) PAVING,SIDEWALKS AND DRAINAGE FACILITIES SHALL COMPLIES SURFACING 27. IN CASE OF DISCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS, IMMEDIATELY NOTIFY THE PROJECT S 30, 0 0 COMPLY WITH STANDARDS ESTABLISHED IN TOWN nOyy 0 0' I ORDINANCES,REGULATIONS OR SPECIFICATIONS AND ENGINEER IN WRITING OF ANY CONFLICTS. or for 1aft I D now o formed I •°` _ I SHALL BE APPROVED AND CONSTRUCTED UNDER THE 28. CONTRACTOR SHALL BE REQUIRED TO SECURE ALL NECESSARY PERMITS AND APPROVALS FOR ALL OFF-SITE jO� I Andrea Hausler & noW Or GARAGE N$g°5$,50„ 0 0 SUPERVISION OF THE SUPERINTENDENT OF HIGHWAYS MATERIAL SOURCES AND DISPOSAL FACILITIES. CONTRACTOR SHALL SUPPLY A COPY OF APPROVALS TO _�- Hausler Kare form erl y I W .., 0 OR HIS AGENT. PROJECT ENGINEER AND OWNER PRIOR TO INITIATING WORK. DATE: 05/03/2024 N `" n E (D Mal oom s n I 275.45' �` MO 0 • (1)WHEREVER A PARKING AREA OF OVER FIVE SPACES O O Tq o FRAME pR I 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' "' C7 C X LOT; 27 n o w GARAGE HEDGE ,., LOT LINE OF A LOT IN ANY RESIDENCE DISTRICT,SAID ENGINEER OF RECORD AT END OF CONSTRUCTION. � UgB. RESjp or former( I �PHAIT ° PARKING LOT SHALL BE SCREENED FROM SUCH PROJECT NUMBER: 23200 a v pU ONE•R-40 CE I TAX doh n q• BagllVY I no W or form�rl 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 3 a) -� PUBLIC, WATER USE. LOT. 28 Donn COS y 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 Do O O O 1 1 RES�DEN Lin fan2p & GENERALLY,SUCH SCREEN SHALL BE NOT LESS THAN COMPLETE FINISHED WORKING SYSTEMS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL U I PU8 N� qT RAC' I USE. R�5'ANAL 29 USEA da Do 30an2O FOUR FEET NOR MORE THAN EIGHT FEET IN HEIGHT. MATERIALS AND LABOR AS NECESSARY FOR THE CONSTRUCTION OF COMPLETE WORKING SYSTEMS. CHECKED BY: MP I PUBLIC WA FOR E.R_4p ZON S QEN77AL (2)WHENEVER A PARKING AREA OF OVER FIVE SPACES 31. ELECTRICAL WORK SHALL BE IN CONFORMANCE WITH THE NATIONAL ELECTRICAL CODE(NEC). APPROVED BY: MP PUBLIC E R-4p ( IS LOCATED ACROSS THE STREET FROM OTHER LAND REFERENCES I 1 WAT 1 IN ANY RESIDENCE DISTRICT,IT SHALL BE SCREENED 32. ALL EXCAVATIONS SHALL BE BACKFILLED AT THE END OF EACH WORK DAY OR PROTECTED WITH TEMPORARY ER 1 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: DOCUMENT EXCEPT BY A LICENSED THIS PLAN REFERENCES: � PARKING SPACES WALL OR FENCE,APPROVED BY THE PLANNING BOARD, PROFESSIONAL ENGINEER ISA ADJACENT TO LOTS IN §280-78(K) COMPLIES LOCATED ALONG A LINE DRAWN PARALLEL TO THE 33. DEWATERING(IF REQUIRED)SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL&STATE REGULATIONS,AND 1( NE W }� VIOLATION OF SECTION 7209, BOUNDARY AND TOPOGRAPHIC SURVEY ANY RESIDENCE C) 4 SUB-DIVISION 2,OF THE NEW YORK PREPARED BY: STREET AND A DISTANCE OF 20 FEET THEREFROM, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY NECESSARY ASSOCIATED DISCHARGE STATE EDUCATION LAW AMERICAN ENGINEERING&LAND SURVEYING P.C. DISTRICT SUCH SCREENING TO BE INTERRUPTED ONLY AT PERMITS. .t �'G P1LOrl'Q �� rt' 1171 OLD COUNTRY ROAD-SUITE 6 POINTS OF INGRESS AND EGRESS.GENERALLY,NO co 'xP * DRAWING No: PLAINVIEW,NY 11803 GRAPHIC SCALE SUCH SCREENING SHALL BE LESS THAN FOUR FEET * w NOR MORE THAN SIX FEET IN HEIGHT.THE OPEN AREA DATED:0211912024 ao 0 20 ao ao >co {,J' < t us BUILDING ARCHITECTURAL LAYOUT BETWEEN SUCH SCREENING AND THE STREET SHALL �I T / (1 « RECEIVED J. \l (,�1 ram• NOT 1. ALED Z 0 . ::. .sue <.. BE LANDSCAPED IN HARMONY WITH THE LANDSCAPING ,, C? ' `'0 .� PREPARED BY: 11=7 PREVAILING ON NEIGHBORING PROPERTIES FRONTING '01 'L JMN ARCHITECTURE P.C. IN FEET ON THE SAME STREET.TWO IDENTIFICATION AND 0 C T 2 8 202r, �' p �815 P`' C-1 406 NORTH COUNTRY ROAD DIRECTIONAL SIGNS LOCATED ON THE STREET SIDE OF ;fit" AROF'E y�O� SAINT JAMES,NY 11780 1 inch = 40 ft. SUCH SCREENING SHALL BE PERMITTED;HOWEVER, SOUL o d Town Know what's below. DATED:04/03/2024 THEY SHALL NOT EXCEED AN AREA OF THREE SQUARE FEET EACH. Planning Board Call before you dig. VICINITY MAP BACKGROUND DATA PROVIDED BY MAPS.000GLE.COM 1-800-272-4480 1 MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER fW15W 1 OF 10 YAKey Civi1\Prcjects12023i23200_JMN Architecture...14300 Main Road_Mattltuck0rawings%ey Civih23200 2024.10.02 SPP3_SPDES_RPZ.dwg SITE REMOVAL NOTES 1. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. LEGEND 2. THE CONTRACTOR SHALL ENSURE ANY EXISTING ASBESTOS CONTAINING MATERIALS ARE REMOVED FROM SUBJECT EXISTING ITEM REMOVAL PREMISES PRIOR TO REMOVAL ACTIVITIES AND SHALL PERFORM ALL AGENCY NOTIFICATIONS AS REQUIRED. PROPERTY LINE ' . '-- 3. EXCAVATION SHALL BE PROPERLY BACKFILLED WITH CLEAN,SUITABLE MATERIAL.THE CONTRACTOR SHALL REFER TOA4 � BUILDING THE GEOTECHNICAL REPORT OR CONSULT WITH THE GEOTECHNICAL ENGINEER FOR INSPECTION AND CERTIFICATION. 25 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 6 Maf'Ttgo E ELECTRIC SERVICE E REMOVAL ACTIVITIES. G GAS SERVICE 5, THE UTILITY INFORMATION SHOWN ON THE PLAN IS A COMPILATION OF FIELD LOCATIONS,ABOVEGROUND STRUCTURES ✓ 166Ny �'� """':: � C� 8"7 THAT WERE VISIBLE AND ACCESSIBLE IN THE FIELD,AND RECORD DRAWINGS AVAILABLE AT THE TIME OF THE SURVEY. w 6 ___ TELECOMMUNICATIONS Q ;-•, ' ---'W0.`��W �`� —"/' 'r`� m"�� —T SERVICE THE FEASIBILITY OF ALL UTILITIES(DRAINAGE,SEWER,WATER,GAS,ELECTRIC,PHONE,CABLE,ETC.)AND/OR ? _ db --W-'� '�� G--` of UNDERGROUND STRUCTURES TO BE REMOVED OR RELOCATED HAS NOT BEEN CONFIRMED WITH THE GOVERNING !\ a It}LIGk - �V aSvffr�lf€� fi Sig ow X FENCE AGENCIES AND MUST BE REVIEWED FURTHER PRIOR TO PREPARATION OF CONSTRUCTION DOCUMENTS. " e € sr!- DOUB-_YEI,Owl ='6 - -''�� orb G8°�9 I WALL 6, PRIOR TO STARTING ANY DEMOLITION,THE CONTRACTOR IS RESPONSIBLE FOR/TO: er WIDTHVARIES)o� WETLANDS ' ` .., t .. --- I a. ENSURE COPIES OF ALL PERMITS AND APPROVALS MUST BE MAINTAINED ON SITE AND AVAILABLE FOR REVIEW. c d UTILITY POLE s BOUNDARY ( `I b. INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE. ` 3 s� ° c. PROTECTING AND MAINTAINING IN OPERATION,ALL ACTIVE SYSTEMS THAT ARE NOT BEING REMOVED DURING s LIGHT POLE --" ' •] �- wµ m 00 ALL DEMOLITION ACTIVITIES. ,� o -N--- S7. _ __- R.Pz.COK.PM 0 ms SIGN d. COORDINATION WITH UTILITY COMPANIES REGARDING WORKING"OFF-PEAK"HOURS OR ON WEEKENDS AS MAY �� ""- EA. 1 oo = GRASS t\ BE REQUIRED TO MINIMIZE THE IMPACT ON THE AFFECTED PARTIES. m a FIRE HYDRANT e. A COMPLETE INSPECTION OF CONTAMINANTS BY A LICENSED ENVIRONMENTAL TESTING AGENCY, OF ALL BUILDINGS AND/OR STRUCTURES TO BE REMOVED. SAME SHALL BE PERFORMED IN ACCORDANCE WITH ALL i< a ow WATER VALVE APPLICABLE LOCAL,STATE,AND FEDERAL ENVIRONMENTAL REGULATIONS.ANY/ALL CONTAMINANTS SHALL BE :. GRASS i S REMOVED AND DISPOSED OF BY A FEDERALLY LICENSED CONTRACTOR IN ACCORDANCE WITH FEDERAL,STATE, - :. Map data O2024 Terms Report a map error `ter . �\ mac` , !! ® ® INLET AND LOCAL REGULATIONS.ALL ENVIRONMENTAL WORK INCLUDING HAZARDOUS MATERIAL, SOILS,ASBESTOS, OR OTHER REFERENCED OR IMPLIED HEREIN IS THE SOLE RESPONSIBILITY OF THE ENVIRONMENTAL !J S� I i ROOF DRAIN CONSULTANT. VICINITY MAP ? t STATUE \ ( —1 SANITARY MANHOLE N.T.S. ( �1 COVER 8. IN THE ABSENCE OF SPECIFICATIONS,THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVITIES,DEMOLITION O 1 `-— •• AND REMOVAL OF ALL FOUNDATION WALLS,FOOTINGS,AND OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE IN ! �� �; I oca CLEAN OUT ACCORDANCE WITH DIRECTION BY THE STRUCTURAL OR GEO-TECHNICAL ENGINEER, PROJECT DATA CONC.WAUK SrR O L flE T_ 3F �� — � I I TELECOM MANHOLE APPLICANT/OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART !'' COVER 9. CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS,STREETS, 27835 MAIN ROAD to ors y-- may\\ ° A.C. °°'O 9 ' SIDEWALKS,WALKWAYS,AND OTHER ADJACENT FACILITIES. P.O.BOX IN fA \ -•- t '� CONc.WAlI( TREE Q 926 CUTCHOGUE,NY 11935 10. DEMOLITION ACTIVITIES AND EQUIPMENT SHALL NOT USE AREAS OUTSIDE THE DEFINED PROPERTY LINE WITHOUT \1 RD. s i'j SAWCUT LINE P NUMBER.....................I _ s WRITTEN PERMISSION OF THE OWNER,AND/OR APPROPRIATE GOVERNMENT AGENCY. TAX MA NU Dist.1000•Sect.114,Block 11,Lot 1 PROPOSED LIMIT OF � O 2 !! LIMIT OF CLEARING AND _ CLEARING AND GRADE \ ° e EXISTING � —LCGD— SITE AREA.................................. 242,298.52 SF(5.5624 Acres) - i GRADE DISTURBANCE 11. USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR IN DISTURBANCE GRA Z ONE STORY O ACCORDANCE WITH FEDERAL,STATE,AND/OR LOCAL STANDARDS.AFTER THE DEMOLI ION IS COMPLETE,ADJACENT CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE RO ALAS. CHURCH RD. �s II; ( } ° _ STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAU: D BY THE DEMOLITION}_ I CURRENT USE........................... CHURCH PROPOSED LIMIT OF "OUR LADY OF GOOD I''' C ts. OPERATIONS.THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR"PRE-DEMOLITION" WOODED AREA TO BE \ n COUNSEL R.C. CHURCH D. I I CONDITION. PROPOSED USE......................... PARISH CENTER REMOVED GONG.W GRASS 12, THE CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A EXISTING FOOTPRINT............... 8,567 SF >_ r�g o � MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME. PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) 2S V mfP�owf COVERED ENTRY:273 SF m RD. El cm 13. THIS PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE TO BE REMOVED.IT IS NOT N GROSS FLOOR AREA................ LOWER LEVEL......................................2,020 SF INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL METHODS AND MEANS ARE TO BE IN ACCORDANCE WITH f -j of¢ 2 `\ ,� ( FEDERAL,STATE,LOCAL,AND JURISDICTIONAL REQUIREMENTS.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF O J EXISTING *,, OSHA AND/OR OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE. TOTAL...................................................10,528 SF x:D w o ASPHq�T PARKiNU I 14. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE.ALL DEMOLITION WASTES AND DEBRIS(SOLID WASTE)SHALL BE ~ O a � R. o b nAtfn ° DISPOSED OF IN ACCORDANCE WITH ALL TOWN,COUNTY,STATE,AND FEDERAL LAWS AND APPLICABLE CODES. � W ! ��� X GONG.WALK 15, IN ACCORDANCE WITH STATE LAW,THE CONTRACTOR SHALL BE REQUIRED TO CALL THE BOARD OF PUBLIC UTILITIES OR SL f 3 ) I CALL DAMAGE PROTECTION SYSTEMS FOR UTILITY MARK OUT IN ADVANCE OF ANY EXCAVATION. I i t'-I ® C) 0 0 Q ^a I 16. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING SITE IMPROVEMENTS AND UTILITIES.ALL DISCREPANCIES SHALL BE IDENTIFIED TO THE ENGINEER IN WRITING. p PROPOSED SAWCUT B GAZEBO Z� I tr AND LIMIT OF ASPHALT 3 Z 17. ALL DEMOLITION DEBRIS TO BE REMOVED BY CONTRACTOR IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS. J \ REPLACEMENT p 18. CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN DEMOLITION PERMIT AND NECESSARY UTILITY DISCONNECTS. \ W I I i 1 K J GRID WEa 1 \\\ SS K. PLNTR. 41 EXISTING LIGHT POLE EA > AND ASSOCIATED ELECTRIC SERVICE TO / ors REV.PER TOWN COMMENTS DATED 09/11/24 AND BE REPROVED _-- ems" > � � EXISTING TREE TO PROPOSED LIMIT OF 0 00 3 10/02/24 AM SCDHS COMMENTS DATED 10102/24 Q BE REMOVED(TYP.) vG CLEARING AND GRADE 0 I 2 07/19/24 AM ISSUED TO TOWN a DISTURBANCE 0 1 05/14/24 DID REV PER CLIENT COMMENTS Q / ° Icy ( NO. DATE BY DESCRIPTION REVISIONS ° °y � ° l , > Q ° —LCGD— —LC pCIVIL ENGINEERING 0 G a 0 � Q i 0 d Q p e — •� —LCGD :n I 664 BLUE POINT ROAD, UNIT B 3 \ ��— i slpncrurK �� o I HOLTSVILLE, NEW YORK 11742 f (631) 961-0506 Q d c.. 0 O �.' ` Q � .° Q 0 � � RD. s 8'fz12'LP. �4 cS www.KeyCivilEngineering.com �.. W I- PROJECT NAME Z i � iLCGD-- —LCGD---" '�"� 0 W.W. ° PAs 0 ' ROMAN CATHOLIC CHURCH OF THE SACRED ° 0 HEART PROPOSED PARISH CENTER 14300 MAIN ROAD 1 STY• EXISnNG W.W. Ff2r"e�y. GRAVEL/DIRT DRIVE MATTITUCK, NY 11952 WOOD u•pp RD. TOWN OF SOUTHOLD, COUNTY OF SUFFOLK ° 0 ° STEPS IJ rs I DIST.: 1000, SECT.: 114, BLOCK: 11, LOT: 1 w o i N�7°2S'S p,, U� I DRAWING TITLE 0� QOm wwo1 � ca�cE rs ," `��'� � � SITE REMOVALS PLAN ° 0 ° I now or for 1 6.3of ®... °u mercy _ ' ( DATE: 05/03/2024 I An9dlvs Hauster & I now '' d cANc N89°58,50„w 00 _ ea Hausler °r forrnerl 1 ® SCALE: 1 -40 E-oL. Karen M°lcomson i 275.450 .. 0 o TAX FRAbfE PRv�r" E®' PROJECT NUMBER: 23200 c USE. LOT: 27 now C4RAGe ` r' o Q 2ON RIDENCE Sohn°A forrl�erly I now O/ASPHALTDRNEIAy — R' DRAWING BY: AM o 4-1 1 PUBLIC' WA7rR i USE. LOT: 28 Bv9livi I Donn C° forrperlY sstanztanzo CHECKED BY: MP c U ZONE R 4pTigL USE; TAX LOT• Lindy Costanzo& I PUBLIC WATER 1 RESIDENT1gL 29 TAX LOT.- 30 USE; APPROVED BY: MP 1 PUBLIC WA ZONE, R_,qo ZONESIDEN�AL 40 I SEAL& SIGNATURE: ALTERATION OR ADDITION TO THIS I 1 PUBLIC WA TER 1 1 DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL IS ^{� V E VWv VIOLATION OF SECT ONE 7209,A PILorrO9,t SUB-DIVISION 2,OF THE NEWYORK STATE EDUCATION LAW.. GRAPHIC SCALE c;� PIzv DRAWING No: 40 0 20 40 90 160 -- * ►u W s' RECEIVED r. NOT7!� BALED IN FEET C_2 1 inch = 40 ft. OCT 20244x "` ' o'4RofiEo�P thoT Town Know whaysbelow. Planning Board Call before you dig. 1-800-272-4480 MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 2 OF 10 YAKey CiviI\ProjectsQ023123200_JMN Architecture_14300 Main Road_MattltucMDrawingslKey CiviA23200_2024.10.02-SPP3..SPDES_RPZ.dwg LANDSCAPE NOTES ' �,s I 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, o` UNLESS OTHERWISE CONTRACTED BY THE GENERAL CONTRACTOR. 2. EXISTING VEGETATION SHALL BE RETAINED UNLESS SPECIFIED ELSEWHERE ON THIS PLAN. 0 u 3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN.A TREE PROTECTION ZONE SHALL BE ESTABLISHED AT p THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT OF CONSTRUCTION DISTURBANCE,WHICHEVER IS GREATER.LOCAL STANDARDS MAY WP o REQUIRE THAT A MORE STRICT TREE PROTECTION ZONE SHALL BE HONORED. IN. ARASS4. AT NO TIME SHALL MACHINERY,DEBRIS,FALLEN TREES OR OTHER MATERIALS BE PLACED,STOCKPILED OR LEFT STANDING IN THE TREE PROTECTION �� �l'' `s`? 25 ZONE. , \2 �;z'. , 5. ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE"AMERICAN STANDARD FOR NURSERY STOCK". ✓ � 260 �'I Matr t6 _ ,.---�r :s BRK. I 6. CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON!THE TRUNK SIX INCHES(6")ABOVE THE NATURAL GRADE FOR IN. PLNTR. X TREES UP TO AND INCLUDING A FOUR INCH(4")CALIPER SIZE. ._ ,' ''• �y�0E1 `y o 1 \ J 7. CONTRACTOR SHALL PROVIDE A SIX INCH(6")THICK MINIMUM LAYER OF TOPSOIL,OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT,IN ALL PLANTING �<5" lg6 �� F°' AREAS.TOPSOIL SHOULD BE SPREAD OVER A PREPARED SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS. 8. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY,THE PROPOSED LANDSCAPE,AS SHOWN ON THE APPROVED LANDSCAPE PLAN,MUST BE " L I INSTALLED,INSPECTED AND APPROVED BY THE APPROVING AGENCY.THE APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN Matti IC� �'-. uf 23 I X X I I. THIS REGARD AS FOLLOWS, THE PLANTING OF TREES,SHRUBS,VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE FOLLOWING PLANTING ` SI �Av1 SEASONS: " O I (wtDTHVARIES} to WETLANDS ;,„M. S. 8.a.PLANTS: MARCH 15 TO DECEMBER 15 4 1 0 � / \N S. 8b.LAWN: MARCH 15 TO JUNE 15 OR SEPT.1 TO DECEMBER 1 / BOUNDARY " -�� / E.A. C.C. ( 8.c.TREES OCTOBER 1 TO DECEMBER 1 AND MARCH 1 TO MAY 31 ( ` 4, o PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT APPROPRIATE SEASON AT THE MUNICIPALITY'S DISCRETION.CONTRACTOR SHOULD CONTACT APPROVING AGENCY FOR POTENTIAL SUBSTITUTIONS. � PROPOSED SODDED a N I ® C.C. 01 9. THERE SHALL BE NO PLANT SUBSTITUTIONS UNLESS AUTHORIZED BY LANDSCAPE ARCHITECT AND/OR STAFF OF THE LOCAL MUNICIPALITY. ! AREA(TYP.) ' I 10. NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING. WATER SHALL BE APPLIED TO EACH TREE ffi ' E.A. AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY y 0 di d T di di OTS, dl I SATURATED.WATERING SHALL CONTINUE ROUTINELY AT LEAST UNTIL PLANTS ARE ESTABLISHED. MAR data C�2024 Terms-, Report a mep error ® l® I I 11. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE(1)YEAR FROM APPROVAL OF LANDSCAPE INSTALLATION BY THE J ' ! APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH A MAINTENANCE BOND FOR TEN PERCENT(10%)OF THE VALUE OF THE LANDSCAPE / 25 P4 =-/ \ `:/ rcrx ( I INSTALLATION WHICH WILL BE RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND WHEN A FINAL INSPECTION HAS BEEN COMPLETED AND VICINITY MAP 1 T1 ay W I APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. N.T.S. 12. CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE-OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY LANDSCAPE F 4 S2 `� % ~ et9' ZAY I MATERIAL.UTILITY COMPANIES SHALL BE CONTACTED THREE(3)DAYS PRIOR TO THE BEGINNING OF WORK. ( �; ���� r- -- I I 13. CONTRACTOR SHALL ENSURE THAT THE PROPOSED TREES ARE NOT PLANTED ON TOP OF UNDERGROUND PIPES AND ACHIEVE MAXIMUM SEPARATION PROJECT DATA �1-\ \\ � POSSIBLE. 24 PROPOSED TREE ° 14. CONTRACTOR SHALL PROVIDE AN AUTOMATIC IRRIGATION SYSTEM FOR ALL LANDSCAPE AND LAWN AREAS.THE SYSTEM SHALL MEET ALL CODE APPLICANT/OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART L_L.J 27835 MAIN ROAD ' � �--.-- ��� PROPOSED SODDED PROTECTION FENCE �' _15 P2 I--15 P2 i}IE 3 P3 5 S1 20 P1 3 P3 AREA(TYP.) REQUIREMENTS. P.O.BOX 926 3P3 125P1 I "" � CUTCHOGUE,NY 11935 c. 6 S2 3 P3 c� TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 11,Lot 1 : . ,:: ., ;.._-..,.--. •, SOD SPECIFICATIONS i 1 22 10-20-10 T AREA.................................. Acres) 4 S1 :, '' ._ � - - 911 g 11' � 1 SITE 242 298 52 SF(5.5624 es) = S4 1 S4 'y � PRIOR T D I P "LAYER OF TOPSOIL WITH FERTILIZER AND POUNDS PER 0 ZONING..................... RESIDENTIAL R 40&RESIDENTIAL OFFICE( ) / 1 H THE FOLLOWING CHART. CURRENT USE CHURCH 1 .1 57.81' 2 S3 2 S1 ::) FERTILIZER SHALL BE APPLIED AT THE RATE OF 500 POUNDS PER ACRE OR 11 1:00 ES 19.52'. 5 S3 t S.F.S F LIME SHALL BE APPLIED IN ACCORDANCE WITH RHUR CURRENT ZON T E RO 1 1 S4 is 4N�EX-C APPROXIMATE LIMT OF PROPOSED USE PARISH t J w w w SOIL TEXTURE TONS/ACRE LBS/1,000 S.F. ............•............ ENTER ! w w w V CLEARING AND GRADE ORGANIC SOIL EXISTING FOOTPRINT 7 SF Q, DISTURBANCE c� CLAY CLAY LOAM AND HIGH 3 135 8 56 6 S1 SILT LOAM PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) SANDY LOAM LOAM S 2 90 (I D Y) 1 S2 „I I LOAMY SAND,SAND 1 45 COVERED ENTRY:273 SF w w w li; PROPOSED SI LE STORY'PARISH I rn GROSS FLOOR AREA................ LOWER LEVEL......................................2,020 SF POS NG - ARI I � ABOVE APPLICATION RATES FOR FERTILIZER AND LIME ARE STANDARD RATES AND SHALL BE ! (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF 7 S1 CENTER WITH PARTIAL CELLAR !!! ADJUSTED BASED ON SITE SPECIFIC SOIL TESTS. TOTAL...................................................10,528 SF 52 w w w 1 52 x ., � ;. CELLAR:2,020 SF ( -"'1 � � °rcr ' w W w Uj FIRST FLOOR:8,508 SF 1 2.TOPSOIL SHALL BE TILLED,FINE GRADED,AND RAKED FREE OF ALL DEBRIS LARGER THAN 1"IN o w w w COVERED ENTRY:273 SF w w w w w w w w w w w J DIAMETER. ALL LAWN AREAS SHALL BE SLOPED TO DRAIN OR PER THE APPROVED GRADING PLAN. tt w w W W w w Y w w Y w w w w w w w w w w w w w w w rcrx w w w w w w w .,. , w w w w w w w w w w w 3•` ' SOD SHALL BE"CERTIFIED SOD"OR OTHER HIGH QUALITY CULTIVATED SOD ONLY MOIST W w rcril FRESH UNHEATED SOD SHALL BE USED IT SHALL BE FREE OF WEEDS AND UNDESIRABLE COARSE WEEDY GRASSES. IT SHALL BE UNIFORM IN THICKNESS,APPROXIMATELY 5/8 INCH, w w w b Q w w w w N. PLUS OR MINUS 114 INCH,AT TIME OF CUTTING(EXCLUDING TOP GROWTH). SOD SHOULD BE w w w w w w w w w w w w w w w w w w PADS OR '`' '�'`�` ' VIGOROUS AND DENSE AND BE ABLE TO RETAIN ITS OWN SHAPE AND WEIGHT WHEN SUSPENDED 97.27'.: F F. EL 25 OO w >s P TP jP� adB TP LCTP TP �� „ L VERTICALLY WITH A FIRM GRASP FROM THE UPPER 10 PERCENT OF THE STRIP BROKEN PAD 40.23' \f w w w w w w w w w 1 °;°�, �� _ E E E TORN AND UNEVEN ENDS WILL NOT BE ACCEPTABLE. w v .v .v__.il�--�Y w W •Y •Y W W W W •Y W„f;%+yj L}ERSih' w w w w w w w w w w w w w -z-.� w w' w w w w w y r- w w w w w w w w w C w 4.FOR DROUGHT PRONE SITES,A SOD OF TURF-TYPE TALL FESCUE AND BLUEGRASS SHALL BE USED w w w w w w w W w w w w w �+ w w w w wE w w� w w w W E+ w w w -W •Y •X" •W -- v v v �r INSTEAD OF STRAIGHT BLUEGRASS SOD. w w w w y C y y •L 24 d w w w w w W w •Y w .s w w w ww\ w w w Gw w u• G w w w G w w w w G w w w w" 5.SOD SHALL BE HARVESTED,DELIVERED,AND INSTALLED WITHIN A PERIOD OF 36 HOURS OR LESS ' w w w w w /w � w w W W w w w w w w w W w w •v w +v w w w w W w w w w W "��L /'�'� w G G ��V� G G G G LV ` 0 w �,�• � w w w w w V,rw w w w Ww .--_.__., w W w w •� w W w w � .vW .i< >.',:.�j W W �� DURING SUMMER MONTHS. w w w w w w w w w w w w w w w w w w w w w w w K' u , /(`7 -L� 6.SOD STRIPS SHOULD BE LAID ON THE CONTOUR,NEVER UP AND DOWN THE SLOPE,STARTING AT w '�Y� w w T- w W w w w w w w w w w w w w w W w w w w w 12 T2 w V BI 1, 2OV , --, W ,, SEPTIC TANK THE BOTTOM OF THE SLOPE AND WORKING UP. DURING PERIODS OF HIGH TEMPERATURE, w w W w w w w w w w w w w w w w w w w j4 * w w w W w w w w w w !W" %.:"CISY' ,� ...� �,�- A w w w w w w w w W w w w w w w w w w w w w w w w w w w w i'. TP TP ('� s` S' LIGHTLY IRRIGATE THE SOIL PRIOR TO INSTALLING THE SOD. PLACE SOD WITH SNUG,EVEN w w w w w w w w w w w w w w w W `" '` S `,O �O I JOINTS THAT ARE STAGGERED. ROLL OR TAMP SOD IMMEDIATELY FOLLOWING INSTALLATION TO .� ``' S ENSURE SOLID CONTACT OF ROOT MAT WITH SOIL SURFACE. \\�`�, w w w w W w v\ w PROPOSED HYDRO w w w w v w w w w ' � W w w w w w .+--- /wSEEDED AREA(TYP.)� �. w w w w w w w w.�'x'"" ��" � .D. 8 Ox12 L.P. �,:�y�;; 7.ON SLOPES THAT ARE STEEPER THAN 3:1,SECURE SOD TO SURFACE SOIL WITH WOOD PEGS, w w w w w w w V' w w w w w w W w w V w w w w w w w w iz �'��✓'�',�day� U. WIRE STAPLES,BIODEGRADABLE PLASTIC SPIKES,OR SPLIT SHINGLES(8 TO 10 INCHES LONG BY 3 1 D/02/24 AM REV.PER TOWN COMMENTS DATED 09/11/24 AND r= a IZ SCDHS COMMENTS DATED 10/02/24 �A�•(� w w w w w w w w w w w w w w w w w w ra n 3/4 INCHES WIDE). ANCHOR HEAVY JUTE OR PLASTIC NETTING TO THE CROWN OF THE SLOPE ".w''r Cn N W 2 07/19/24 AM ISSUED TO TOWN y�� Y � �r, U FOR PROTECTION OF LIFTING AND UNDERCUTTING OF SOD. `�•.w w w w w w w w w w w w w w w w w w 'E� ': �'w V/ T/� W � I 1 05/14/24 DO REV PER CLIENT COMMENTS ► = w w w w w w w w w w w w w w wC� Cv 8.IMhEDIATELY FOLLOWING INSTALLATION,SOD SHOULD BE WATERED(NOT DURING PERIODS OF p -...,v W w w_ __.-�--�� w w w w / \ c� INTENSE SUN)UNTIL MOISTURE PENETRATES THE SOIL LAYER BENEATH SOD TO A DEPTH OF 1 NO- DATE BY DESCRIPTION ' Tpl-C� P" --LCGD TP -' W. W o P I INCH. MAINTAIN OPTIMUM MOISTURE FOR AT LEAST TWO WEEKS. o AVERS REVISIONS ° I HYDROSEED SPECIFICATIONS rc�l B•B I 1.PRIOR TO SEEDING,AREA IS TO BE TOPSOILED,FINE GRADED,AND RAKED Of ALL rcrk° DEBRIS LARGER THAN 2"DIAMETER. ° - - - r6• + _ 2.PRIOR TO SEEDING,CONSULT MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS.rcrx i GRAPHIC SCALE Q�^ �� 3.SEEDING RATES: �/ r STY.I • CD c� PERENNIAL RYEGRASS 1/2 LB/1000 SQ FT ' 20 0 10 20 a0 80 W.W. "� EXISTING KENTUCKY BLUEGRASS 1 LB/1000 SQ FT FF27.67A-,r, GRAVEL/DIRT DRIVE �---�4 I I RED FESCUE 1/2 L611000 SQ FT CIVIL EPJGINEr=RlNr= SPREADING FESCUE 1/2 LB/1000 SQ FT 664 BLUE POINT ROAD UNIT B PLANT SCHEDULE ( IN FEET ) FERTILIZER(16.32.16) 2LB11000SQFT HOLTSVILLE NEW YORK 11742 1 inch - 20 ft. LIQUID LIME 1 GAU800 GAL.TANK � TREES CITY BOTANICAL/COMMON NAME SIZE MATURE HEIGHT MATURE WIDTH TACKIFiER 35 LB/800 GAL.TANK (631) 961-0506 T1 1 LAGERSTROEMIA INDICA'MUSKOGEE'/CRAPE MYRTLE 10-12' 20' 15, FIBERMULCH 30LB/1000SQFT www.KeyCivilEngineering.com T2 12 PSEUDOTSUGA MENZIESII/DOUGLAS FIR 6-8' 40-60' 12-20' 4.GERMINATION RATES WILL VARY AS TO TIME OF YEAR FOR SOWING. CONTRACTOR TO NOTES NOTES: IRRIGATE SEEDED AREA UNTIL AN ACCEPTABLE STAND OF COVER IS ESTABLISHED BY OWNER. SHRUBS QTY BOTANICAL/COMMON NAME SIZE MATURE HEIGHT MATURE WIDTH 1. ENSURE ALL WEEDS ARE CLEAR FROM AREA BEFORE PLANTING. 1. THOROUGHLY SOAK THE GROUND COVER ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST PROJECT NAME S1 12 BUXUS X"GREEN MOUNTAIN"/LITTLE LEAF BOXWOOD 24-30" 4' 4' 2. SOIL MUST BE MOIST BUT NOT WATERLOGGED DURING SEEDING. DO NOT SEED MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. S2 12 BUXUS X'GREEN VELVET'/GREEN VELVET BOXWOOD 18-24" 3' 3' IMMEDIATELY AFTER OR BEFORE A STORM WITH MORE THAN 1/4"PRECIPITATION. 2. SOIL AMENDMENTS: ROMAN CATHOLIC CHURCH OF THE SACRED S3 6 HYDRANGEA MACRO.'WEDDING GOWN'/MOPHEAD HYDRANGEA 30-36" 4' 4.5' 3. FOR TOPSOIL AND OTHER NOTES,SEE SPECIFICATION. *MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40% CLAY OR SILT)BY ADDING COMPOSTED PINE BARK(UP TO 30% BY S4 4 TAXUS BACCATA'FASTIGIATA'l IRISH YEW 54-60" 12' 5' VOLUME)OR GYPSUM NOTES HEART PROPOSED PARISH CENTER 1. FOR CONTAINER-GROWN TREES,USE FINGERS OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER 14300 MAIN ROAD NEW TOPSOIL, *MODIFY EXTREMELY SANDY SOILS(MORE THAN 85% SAND)BY ADDING ORGANIC MATTER AND/OR DRY,SHREDDED CLAY LAYER OF POTTING SOIL;THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER LOAM UP TO 30%OF THE TOTAL MIX PERENNIALS CITY BOTANICAL/COMMON NAME SIZE MATURE HEIGHT MATURE WIDTH TOPSOIL DEPTH SEE SPEC. 3. ALL GROUND COVER AREAS SHALL BE TREATED WITH APRE-EMERGENT PER MANUFACTURER'S SPECIFICATIONS 2. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES Dl SING THE FIRST MATTITUCK, NY 11952 Pi 145 LIRIOPEMUSCARI'VARIAGATA'1VARIEGATEDLILYTURF 1 GAL. 2' 2' t;•::r '.i' ''. ;;'i :••';r}:•,' t:'• SHALL BE 4-6"DEEP ,1.� MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. TOWN OF SOUTHOLD, COUNTY OF SUFFOLK P2 30 ALLIUM LUSITANICUM"SUMMER BEAUTY"!ORNAMENTAL ONION 1 GAL. 2' 2' •••' •• •� 3. SOIL AMENDMENTS: r . : :::::.:.:.:. :,.:.. DIST.: 100 SECT.: 11 LOCK. 1 LOT: 1 P3 12 ROSA X NOATRUM-PINK/PINK CARPET ROSE_ 3 GAL 3 4 SOIL SURFACE ".: " ;;.:.I;; ;;;,;,;,,;;J;.,;T; .;:;!.;:,;- .;_.;rf.,' SPACING CHART " " " 3.1. MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40% CLAY OR SILT)BY ADDING COMPOSTED PINE 0, S 4, B 1, P4 25 HEMEROCALLIS'HAPPY RETURNS'/OAYLILLY 2 GAL. 2.5' 2' ROUGHENED TO ✓ F NOT TO SCALE SPAC,NG D ROW"A" BARK(UP TO 30% BY VOLUME)OR GYPSUM UNDISTURBED BIND WITH NEW SOIL SUBGRADE 6'O.C. 5.20" 3.2. MODIFY EXTREMELY SANDY SOILS(MORE THAN 85% SAND)BY ADDING ORGANIC MATTER AND/OR DRY, 8"O.C. 6.93" SHREDDED CLAY LOAM UP TO 30% OF THE TOTAL MIX DRAWING TITLE PLANT SC H EDU LE D Q 10"O.C. 8.66" AVOID PURCHASING TREES WITH TWO LEADERS LAWN PLANTING DETAIL 12"O.C. 10.40" OR REMOVE ONE AT PLANTING:OTHERWISE,DO NOTES: N.T.S. 1. FOR CONTAINER-GROWN TREES,USE FINGERS OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER Of 15"O.0 13.60" NOT PRUNE TREE AT PLANTING EXCEPT FOR LANDSCAPE PLAN POTTING SOIL;THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER 18"O.C. 15.60" SPECIFIC STRUCTURAL CORRECTIONS DO NOT STAKE OR WRAP TRUNK 2. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH AFTER PLANTEC ON CENTER(SEE SPACING CHART) 24"O.C. 20.80" SET ROOT BALL FLUSH POORLY GRADE OR SEVERAL PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. 30"O.C. 26.00" INCHES HIGHER IN POORLY DRAINING SOILS NOTES HOLE SHALL BE 21/2 TIMES THE WIDTH OF THE 3. SOIL AMENDMENTS: 1. FOR CONTAINER-GROWN SHRUBS,USE FINGERS OR SMALL HAND TOOL TO PULL THE ROOTS OUT OF THE OUTER LAYER OF 36"O.C. 30.00" ROOT BALL CUT BANDS OF WIRE BASKET AND FOLD AWAY DATE: 05/03/2024 *MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40% CLAY OR SILT)BY ADDING COMPOSTED PINE BARK(UP TO 30%BY POTTING SOIL;THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER. VOLUME)OR GYPSUM FROM TOP OF ROOT BALL ��- *MODIFY EXTREMELY SANDY SOILS(MORE THAN 85%SAND)BY ADDING ORGANIC MATTER AND/OR DRY,SHREDDED CLAY LOAM 2. THOROUGHLY SOAK THE SHRUB ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH AFTER 3"DOUBLE SHREDDED HARDWOOD MULCH(DO NOT SCALE: 1 -20 PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. 2"DOUBLE SHREDDED HARDWOOD MULCH PLACE MULCH IN CONTACT WITH TREE TRUNK) UP TO 30% OF THE TOTAL MIX 4"BUILT-UP EARTH SAUCER AVOID PURCHASING TREES WITH TWO LEADERS OR 3. SOIL AMENDMENTS: (DO NOT PLACE MULCH AGAINST THE BASE PROJECT NUMBER: 23200 ROPES AT TOP OF BALL SHALL BE CUT AND REMOVE ONE AT PLANTING:OTHERWISE,DO NOT *MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40%CLAY OR SILT)BY ADDING COMPOSTED PINE BARK(UP TO 30%BY �; l; OF THE PLANT) BACKFILL SOIL Q1 PART SOIL AMENDMENT(BASED REMOVED. FOLD BACK TOP 1/3 OF BURLAP. ALL ) DRAWING BY: PRUNE TREE AT PLANTING EXCEPT FOR SPECIFIC VOLUME)OR GYPSUM t r 1 '`''' '(€' t t 1 WAY FROM TOPSOIL N N-BI DE RADABLE MATERI N SOIL TEST) 3 PARTS NATIVE TOPSOIL AM .:.�:�. -... . :.-..... I--1,� .,.1..ty -.•. . .-...; __---GENTLY PULL ROOTS A 0 0 G STRUCTURAL CORRECTIONS A. D A MODIFY EXTREMELY SANDY SOILS(MORE THAN 851°SAND)BY ADDING ORGANIC MATTER AND/OR DRY,SHREDDED CLAY - .: -. •;': :iL! L(;. MASS WITH FINGERS REMOVED. ..i" ''`= : :. LOAP,1 UP TO 30%OF THE TOTAL MIX 8'TO 12" !!1 ::• ;„ , "' 4-6"DEEPER THAN ROOT BALL CHECKED BY: MP DO NOT STAKE OR WRAP TRUNK SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES +•• ::_ > :>: - ...•.••.. • .:;;: ;::<;., :.'•: . BACKFILL SOIL 1 PART SOIL AMENDMENT .I .-:a.L::�i.l�-.L.:;; HIGHER IN POORLY DRAINING SOILS ::: .. .•:: _I ;. .•:: .,: -- (BASED ON SOIL TEST)3 PARTS NATIVE TOPSOIL UNDISTURBED SUBGRADE Stit Y)) '' TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL 3"DOUBLE SHREDDED HARDWOOD MULCH DO NOT MP �, ..::.::::':'!,i:..:•:I::':.i.: ij=rii=€� IL".,. "::!ii':xx: :;;',i!�::;.:�..::;'!'.i::,::'._;:;.S ii... APPROVED BY: ( •a• - '~'- : ti"�" UNDISTURBED SUBGRADE PLACE MULCH IN CONTACT WITH TREE TRUNK) CUT BANDS OF WIRE BASKET AND FOLD AWAY FROM DIG WIDE,SHALLOW HOLE WITH TAPERED SIDES SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE SEAL SIGNATURE: ALTERATION OR ADDITION TO THIS TOP OF ROOT BALL TOP OF SHRUB ROOT BALL SHALL BE SET FLUSH WITH DOCUMENT EXCEPT BY A LICENSED HOLE SHALL BE 21/2 TIMES THE ROPES AT TOP OF BALL SHALL BE CUT AND PROFESSIONAL ENGINEER IS A WIDTH OF THE ROOT BALL REMOVED. FOLD BACK TOP I/3 OF BURLAP. A FINISHED GRADE GROUND COVERIPERENNIAUANNUAL PLANTING DETAIL REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000 VIOLATION OF PROFESSIONAL 4"BUILT-UP EARTH SAUCER O� NEW YCJ SUB-DIVISION 2,OF THE NEW YORK ALL NON-BIODEGRADABLE MATERIAL SHALL Q 3"DOUBLE SHREDDED HARDWOOD MULCH(DO NOT N.T.S TREE PLANTING DETAIL .�� G PILOT LAW ROPES AT TOP OF BALL SHALL BE CUT AND BE REMOVED. PLACE MULCH AGAINST THE BASE OF THE PLANT) T BACKFILL SOIL°1 PART SOIL AMENDMENT NT L EDUCATION REMOVED. FOLD BACK TOP 1/3 OF BURLAP. ALL (BASED ON SOIL TEST)°3 PARTS NATIVE TOPSOIL N.T.S. {� •�`P l * DRAWING No NON-BIODEGRADABLE MATERIAL SHALL BE ;:::.:;I;: .I'' °•;'••: '..:::;; :::: PLANTING HOLE SHALL BE 12"TO 18" w:.,. „„, ;,•. .' }•..:..:•:: :. :. R GROWN PLANT WITH ROOTS PULLED OUT REMOVED. ,,..,.:. :.:•'•: :;_.;:::;€' DEEP. FOR LARGER SHRUOF BALL INB ROOT ',. .: ....:. .: ... •:. ,��•;. t t :•`.,::;..::: i W 4 6"DEEPER THAN ROOT BALL n 4„ P R w:' '�i' ;::': -'.` -� BALLS.MAKE DEPTH MIN. DEEPER ,.�;.`: -- N THAN BALL. :.•'. :..::...,.. . : ,. .. . :..:":::. :: . .. :.... ,.'• :::',"I�._---BACKFILL SOIL°1 PART SOIL AMENDMENT(BASED ON ��`-'M�' s ".: 3 Cy UNDISTURBED SUBGRADETAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL ;•�:•'.' i�'r':'. ":: ':,`'6':'t•; "•'%<;'' SOIL TEST °3 PARTS NATIVE TOPSOIL 6 °+a I V E D . .. BALLED AND BURLAPPED PLANT "..::::.........::::::..........:.:.........:...:: >........:.....:;....::::.:::.::.....: !.:,!s.....:::.:.: ,.; 5 V SET ROOT BALL ON FIRM PAD IN 80TTOhA OF HOLE ;!:.....;!;�;::- ;;I::::.!;:,:,,!! .: !!,:,,!;_ !!;. ::;;! :;;, I 081 DIG WIDE,SHALLOW HOLE WITH TAPERED SIDES :..:; :: � ; 2�24 �+q rl�' C_3 _,:. I,. L .".,.,:.,.-?.L.:.:.:,:.:-,::.::.:.:...:.:.::.�.•:.:�,.,.;..,�..;.,�":,,- UNDISTURBED SUBGRADE � OCT�CT 4 ... ., y�4 REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000 SOIL SURFACE ROUGHENED TO BIND ROSE WITH BACKFILL SOIL. REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000 L- Know what's below. Sout D Town Call before you dig. EVERGREEN TREE PLANTING DETAIL Planning Board N.T.S. DECIDUOUS AND EVERGREEN SHRUB PLANTING DETAIL 1-800-272-4480 N.T.S MARC PILOTTA, P.E. PAGE No: NEW YORK SrATE PROFESSIONAL ENGINEER #W1558 3 OF 10 Y;Key CivMProjectst2023123200 JMN Architecture_14300 Main Road--Matbtuck0rawingsWey Civi1123200_2024.10.02_SPP3_SPDES_RPZ.dwg -7' GRADING & DRAINAGE NOTES Cal 2 .60 1 IS I T.)E mc. ALK 25,75 7 1 \ 1/C14 1. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. 25.. 6 R.D, LEGEND 2. STORMWATER RUNOFF COEFFICIENTS PER TOWN OF SOUTHOLD: 1�8' .2 EXISTING ITEM PROPOSED a. ROOF=1.00 b. PAVEMENT/IMPERVIOUS=1.00 16' PROPERTY LINE 2'53-7 25-87 EXISTI c. LANDSCAPEIPERVIOUS=0,30 X ONE S' BUILDING 3. PROVIDE STORMWATER RUNOFF STORAGE FOR 3"RAINFALL PER TOWN OF SOUTHOLD REQUIREMENTS 25 GRAJ > C3 MAS. CH DOOR A 4. DRYWELL DESIGN CAPACITY:10'DIAMETER =68.42 CF/VF 26 m 6:r*r a t EN/EXT F / g , Krd, N 5. ALL PROPOSED DRAINAGE INTERCONNECTING PIPING SHALL BE SMOOTH WALL HDPE WITH A MINIMUM DIAMETER OF 15 .,.:Pond #143 lk� CONCRETE CURB INCHES. 00 Z� "OUR LA PAVEMENT 6. TOP OF EFFECTIVE DEPTH IN LEACHING STRUCTURES SHALL BE NO HIGHER THAN THE GRATE ELEVATION OF THE LADY CONCRETE .40 25-36 CONC. WA 0 R.D COUNSEL R., LOWEST INLET IN THE IMMEDIATE SYSTEM. Ma Ituck `iSUf fO I k'A Ve 2-5 ASPHALT PAVEMENT e* j, 7. GROUNDWATER WAS OBSERVED 21'-3*BELOW GRADE(EL.2.75)DURING FIELD WORK BY SOIL MECHANICS ON DECEMBER HYDRO SEED 14,2017. NIisl"Ifow"pNe 0 Iq LANDSCAPE AREA 44V kP4@1"\jNp,1ES) 6 WETLANDS 8. ALL LANDINGS AND WALKWAYS SHALL HAVE A MINIMUM OF 1.0% CROSS SLOPE AWAY FROM THE BUILDING OR SLOPE BOUNDARY SOD LANDSCAPE TOWARDS AN INLET/LOW SPOT. lt> 21 AREA 5.36 .5' L 6 9. CONTRACTOR SHALL CLEAN ALL EXISTING/PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES AT THE x FENCE END OF CONSTRUCTION. eta 6ti R.D.c WALL 10. ALL ACCESSIBLE PARKING, CURB RAMPS, AND OTHER APPURTENANCES OF ACCESSIBLE ROUTES ARE TO MEET THE 2!5- REQUIREMENTS OF THE 2020 NYS BUILDING CODE CHAPTER 11-ACCESSIBILTY AND ICC/ANSI At 17.1 -2009.ACCESSIBLE UTILITY POLE STALLS SHALL HAVE NO SLOPE GREATER THAN 2.0% IN ANY DIRECTION AND THE PROPOSED SIDEWALK SHALL NOT a EX6TMG M p data 02024 Terms Report a map error BS R EXCEED A 5.0%RUNNING SLOPE AND 2.0% CROSS SLOPE. P�RKNG EN LIGHT POLE 11. LOCATION OF EXISTING UTILITY SERVICES ARE UNKNOWN AND SHALL BE CONFIRMED INDEPENDENTLY BY THE VICINITY MAP > A,SPH L OT.S. SIGN CONTRACTOR WITH THE UTILITY COMPANIES AND/OR PRIVATE MARK OUT COMPANIES PRIOR TO COMMENCEMENT OF 0 N.T.S. r-) I " �) . 1_�, CONSTRUCTION. R CD '-, AFIRE HYDRANT ci) � 12. ALL ELEVATIONS DENOTED ON THIS PLAN REFER TO NAVD88 DATUM. . - / 6 7/- PROJECT DATA > WATER VALVE APPLICANTIOWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART WA ow 13. IF WET CONDITION IS ENCOUNTERED,CONTRACTOR SHALL USE 3/4"CLEAN WASHED STONE IN LIEU OF SAND BACKFILL. 27835 MAIN ROAD LLJ 7�_ ITIT INLET P.O.BOX 926 24,44 X ATE 14. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO ENSURE THE SAFETY OF ITS EMPLOYEES,THE GENERAL 24. 3 PUBLIC, STRUCTURES TO REMAIN, ADJACENT PROPERTIES, PUBLIC R.O.W.'S, ETC. DURING ALL CONSTRUCTION AND CUTCHOGUE,NY 11935 4.4-1 7 �11EL�11T. DRYWELL REMOVAL ACTIVITIES IN ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL CODES AND REGULATIONS. THE TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 11,Lot 1 2. OWNER AND ENGINEER ASSUME NO RESPONSIBILITIES FOR THE CONTRACTOR'S SAFETY PROGRAMS&PROCEDURES IN 24.27 CONNECTION WITH THE WORK. SITE AREA.................................. 242,298.52 SF(5.5624 Acres) 24.42 DRAINAGE PIPE 15. GRADING CONTOURS ARE FOR ILLUSTRATION PURPOSES ONLY AND SHOULD NOT BE U"_-D FOR CONSTRUCTION. CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE(RO) 24.40 SANITARY MANHOLE CURRENT USE........................... CHURCH PROPOSED COVER PROPOSED USE......................... PARISH CENTER THRUSTBLOCK EXISTING FOOTPRINT............... 8,567 SF (TYP.OF 4) GAZEBO CLEAN-OUT C/o STORMWATER DESIGN CALCULATIONS PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) SANITARY PIPE SITE AREA=242,298.52 SF(5.5624 ACRES) COVERED ENTRY:273 SIF TRIBUTARY DRAINAGE AREA=43,130 SF GROSS FLOOR AREA................ LOWER LEVEL......................................2,020 SF 24 SANITARY BUILDING AREA=8,492 SF (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF STRUCTUREPAVE ME NTAMP E RVIOUS AREA=11,850.70 SF TOTAL...................................................10,528 SF 24,4 24.4 24 PERVIOUSILANDSCAPE AREA=22,787.30 SF -W W 2 TC 23.90 PROPOSED 15" TRIBUTARY AREA'A' U, ' W WATERSERVICE BC 23.90 HDPE PIPE @ 1 L FIRE SPRINKLER STORAGE REQUIRED SLOPE(TYP.) SERVICE IMPERVIOUS=11,850.70 SF x(3"/12)x 1.00 =2,962,68 CF PERVIOUS=22,787.30 SF x(3"/12)x 0.30 =1,709.05CF -,5 2-4.4 23.90 _G- GAS SERVICE -G TOTAL STORAGE REQUIRED 4,691.73 CIF 4 CRASS PROPOSED 15'0 STORAGE PROVIDED HDPE PIPE @ 0.0% �Lm_o -E- UNDERGROUND E- W1 BRK. USE FIVE(5)10'0 DRYWELLS WITH 14.0'EFFECTIVE STORAGE DEPTHS TAPER CURB TO SLOPE TYP. 23.55 '\ PLNTR. ELECTRIC SERVICE 5 DRYWELLS x 68,42 CFNF x 14.0 VF=4,789.40 CF ZERO REVEAL IN TC 23.95 o* PROPOSED 15-0 1 4,789.40 CF IS GREATER THAN 4,691.73 CF,THEREFORE SUFFICIENT STORAGE is PROVIDED. THE LAST 2' BC 23.45 -- . . . . . . . . . . . . . 'A-. ' HDPE PIPE 0% Ar\ SPOT GRADE A-= . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I I . I . . I.:. . . . . . . . ... SLOPE(TYP.) TRIBUTARY AREA'B' GR2 2.8 5 TOP/BOTTOM OF +---FTc 00.00 STORAGE REQUIRED CURB ELEVATION ROOF=8,492 SF x(T712)x 1.00 =2,123 CIF . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �1� <2 PERVIOUS=13,804SFx(3'112)xO,30 =1,305,30 CF / 181 ��� J �' - --�V I . . . . . . . . -4 R5 . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . CONTOUR 157 TOTAL STORAGE REQUIRED =3.158.30 CF . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . GR 22.35 . . . . . . . . . . . . . . .. .. .. .. .. . . . . . .. . . . . . . . . . TELECOM MANHOLE STORAGE PROVIDED . . . . . . . . . . . . . . . . . . . . . . . . A-2 USE THREE(3)10'0 DRYWELLS WITH 16.0'EFFECTIVE STORAGE DEPTHS COVER . . .. . . . . . . . . . ------------- 3 DRYWELLS x 68.42 CFNF x 16.0 VF=3,284.16 CF 14 V F­1 .1y . E.A. - TREE 3,284.16 CF IS GREATER THAN 3,158.30 CF,THEREFORE SUFFICIENT STORAGE IS PROVIDED. (10'MIN) . . . . . . . TC 23.75 .L 15, . . . . . . . . . . . . . . . . . . . . . . . < 2_z(TYP.). . . . . . . . . . . . . . . . . . . . . . . . . . . . Q. . . . . . . LIMIIT OF CLEARING . .. .. .. .. . . . . . . . . . . . . . . . . . . . . . . . .. .. . . . . . . TC 23.85 Z. . . . . . . &GRADE LCGD . . . . . . . . . .. . TC 23.55 TC 23.85 N DISTURBANCE. . . . . . ... . GR 05 TC 24.00 . . . . . . . TC 24.25 TC 24.45 . . . . . . . . . . TC 24.15 E.A. FIRE DEPARTMENT BC 23.5 1 85 REV,PER TOWN COMMENTS DATED 09/11/24 AND .0 . .1/. . . . . . . . . . .... Al BC 23.95 M2395 23.95 . . . . . . CONN[ 3 10/02/24 AM . . . . . . . . . . . . . . . . . . . . SCDHS COMMENTS DATED 10/02/24 '3 4 U f I I tolz-4 AM ISSUED TO TOWN . . . . . . . . . . . . . . . TC 23.90 . . . . . . . . . . . . . ..... TC C . . . BC 23.4 13.80 1 05/14/24 DO REV PER CLIENT COMMENTS TC 24.75 NO. DATE BY DESCRIPTION 4A BC 24.25 BC 24.25 rcrX • TC 24.75 4 . . . y _\ � 24.60 _h, REVISIONS -4 24 TAPER CURB TO . ... ... BC 2 .25 TC 24.25 . . . BC 24.25 BC 24.25 ZERO REVEAL IN 7 . . .. . . . .A __;1 400 24.80 TC 24.75 A THE LAST 2' CD 24.70 R(,24 .25 424 870 F2500 0 IL -A, 0"a AtE rF25 001 25 9.11, 9 mim RL 00. 24.85 24.80 ! 'v 25.00 19. 4' RD X •RDRD 119.52'� . ,RD 2 Q.0 DRAINAGE STRUCTURE SCHEDULE VIEW 25.00 :A RD ENIEXT • STRUCTURE EFFECTIVE TOP OF BOTTOM INVERT INVERT STRUCTURE TYPE RIMIGRATE CIVIL NUMBER DEPTH RINGS OF RINGS IN OUT 4 00 25. A-1 23.05 19.85 PROPOSED 2'-6"x 4'PRECAST CATCH BASIN WITH FRAME BLUE POINT ROAD, UNIT B 2 AND GRATE HOLTSVILLE, NEW YORK 11742 In Z m m A-2 PROPOSED 10'0 PRECAST DRYWELL WITH SOLD COVER 14' 23.50 21.50 7.50 19.50 19.50 (631) 961-0506 ............. rcrx 1'2 4 V, PROPOSED SINGLE-STORY PARISH m A-3 PROPOSED 10'0 PRECAST DRYWELL WITH SOLD COVER 14' 23.60 21.50 7.50 19.50 19.50 www.KeyC!vilEngineering.com + �10 I.- CENTER WITH PARTIAL CELLAR 4125.00 x + W CELLAR:2,020 SF W PROPOSED 4'0 PRECAST CATCH BASIN WITH FRAME AND A-4 22.85 19.95 LL PROJECT NAME FIRST FLOOR:8,508 SF GRATE z COVERED ENTRY:273 SF _j ... ... ............. ... 25.0 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME AND 25.1 A-5 GRATE 14' 22.35 20.75 6,75 19.00 ........... ROMAN CATHOLIC CHURCH OF THE SACRED '11 + W + ... . ...... ...... r)t:, .... ..... ........................ ... -41 . ...... ..... ....... PROPOSED 6"0 A-6 PROPOSED 10'0 PRECAST DRYWELL WITH SOLD COVER 22.85 20.75 6,75 18.80 18.80 .. .. .. ... 00 HEART PROPOSED PARISH CENTER 11, Ilk ... ..... .... . .. 141) .... ..... ...... HDPE PIPE @ 0.0% 14300 MAIN ROAD A-7 PROPOSED 100 PRECAST DRYWELL WITH SOLD COVER 14' 23.25 20.75 6.75 ... ....... ...... SLOPE(TYP.) 41 MATTITUCK, NY 11952 �l� W W W W W W RD _„;;RD F.F. E 97.27' 80 0 1 TOWN OF SOUTHOLD, COUNTY OF SUFFOLK RDO' RD, B-1 PROPOSED 10'0 PRECAST DRYWELL WITH 16' 24A5 21.95 5.95 19.45 --- 00 RD- 40.211 25.00 SOLD COVER 0 0 DIST: 1000, SECT: 114, BLOCK: 11, LOT: 1 25.00 E B-2 PROPOSED 10'0 PRECAST DRYWELL WITH SOLD COVER 16' 24.45 21.95 5.95 19A5 19.45 +of7�P 4, W 11, PROPOSED 6"0- JE E�- HDPE PIPE @ 1.0% 24 E-3 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME AND 16' 23.75 21.95 5.75 19.45 --- DRAWING TITLE SLOPE(TYP.) G. - - ---* I, 'I, I GRATE I I • PROPOSED 15­0 + -41 1 14, -41 41 '41 11, '4\ 'k G"' G- G HDPE PIPE @ 0.0% _G 0 SLOPE(TYP.) W* W -41 PARTIAL GRADING & 0 2 _S�. IV IV- W W W WW B- 15' X. (TYP.) + + + + 1p -k + 0 00 DRAINAGE PLAN _0501- 0 + + 4, 23.3" + + DATE: 05/03/2024 13*3 + �4.3 23,3 CP om 00 0 SCALE: ill =20' GR 23.75 ILI 11 so PROJECT NUMBER: 23200 4 coo +\ q, 'k jo- lk W 41 W W Y W 41 -.11 DRAWING BY: AM 41 so 41 -_*-CC<V%O- rcr�l 77 4111111111, CHECKED BY: MP ro LCGD LCGD1 24.6 W.W.(;6 1�;� /9 APPROVED BY: MP rcr;" TRIBUTARY AREA MAP 24.11 rcrx SCALE:1" 80' SEAL& SIGNATURE: ALTERATION OR ADDITION TO THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A 23.2 t4EW VIOLATION OF SECTION 7209, 0 0 SUB-DIVISION 2,OF THE NEW YORK rcr.01 I cp. STATE EDUCATION LAW rcrx co cc DRAWING No: <-rk ro-x q;,.� 24 ro-;, 23.6 GRAPHIC SCALE �4 yr - NOT ALED z rf r111 RECEIVED 0 W.W. 20 0 10 20 40 8 0 0 23.6 0811 -4 2 pm:::m 2024 C rcrx rcrIll WC F71 Via, LO-C T__ OFE 24 ) ST ( IN FEET ) South ola_r6wn Know what's below. 1 inch = 20 ft. Planning Board Call before you dig. 1-800-272-4480 MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 4 OF 10 YAKey Civilk cts\20230200 JMN Architecture-14300 Main Road-Mathtuck0rawings%ey Civ1123200j024.10.02.,SPP3 SPDES-RPZ.dwg SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES NOTES 1. ALL SANITARY PIPING, STRUCTURES,AND ASSOCIATED APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES DIVISION OF ENVIRONMENTAL QUALITY STANDARDS F)R APPROVAL �< OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR OTHER THAN SINGLE-FAMILY RESIDENCES, DATED DECEMBER 29,2017. 2. SEWER LINE REQUIREMENTS: a. GRAVITY SEWER LINES AND FITTINGS SHALL MEET OR EXCEED ASTM STANDARD D-3034 FOR PVC SEWER PIPE WITH A PROPOSED 6"0 FIRE SPRINKLER ' '^ 18 41 MINIMUM SDR-35 RATING,UNLESS OTHERWISE INDICATED. SERVICE �.- �'� ���� Ela �^.;•v 25 y5aa b. PVC PIPE AND FITTINGS SHALL BE PROVIDED WITH INTEGRAL BELLS AND SPIGOTS AND RUBBER SEALING RINGS.THE 1���C1 �7 Z o SEALING RINGS SHALL MEET THE REQUIREMENTS OF ASTM STANDARD F-477.ALL SEWER LINES SHALLBE STRAIGHT, � �� AND COUPLINGS SHALL BE SECURELY INSTALLED AND BE WATERTIGHT. / \ ^\ a - �` - Q IPc. ALL R° 20}a GRAVITY 20 1g5a + d. WHERE PRACTI ALRGRAVITY SEWER LINES SHALL N LINES SHALL HAVE A MINIMUM IOT BE INAMETER STALLED ED)IN GROUNDWATER.INCHES AND BE RFOR IED BELOW ONSTALATIONS THAT 26.2' /DE. / y ~ 4_ 20 \ : ARE PLACED IN GROUNDWATER, THE SEWER PIPING SHALL BE CONSTRUCTED OF PRESSURE RATE) PIPING AND (10'MIN.) TESTED TO ENSURE TIGHTNESS PRIOR TO OPERATION.MAXIMUM PERMISSIBLE LEAK RATE IS 1/4"IN 8 HOJRS. �--_ _- -,- v-- I ® \ ` �I ` Li7� / / e. THERE SHALL BE A MINIMUM TWO FOOT LENGTH OF CAST IRON SEINER LINE EXTENDING THROUGH THE FOUNDATION. - - _- _ a<Mat itUCk _mo tffolkfAve f. HOUSE CONNECTIONS SHALL HAVE A MINIMUM PITCH OF 1/4"PER FOOT. \ II g. ALL HOUSE CONNECTION SHALL BE PROVIDED WITH A CLEAN-OUT AT THE FACE OF THE BUILDING. / 1Y ve �- r,._ ,Suffolk N ---' � h. HOUSE CONNECTIONS SHALL BE STRAIGHT WITH NO BENDS IN SEWER LINE TO THE MANHOLE. � �S \ / '„rev+€ �r ��� PROPOSED 6"DJ PVC VARIES} � IWtpTH � WETLANDS I' J_ \� (SDR-35)AT 1l8"1FT = BOUNDARY S 3. SEWER MAIN!LATERAL EWER REQUIREMENTS: z°D _ MIN.SLOPE f-- --22 a. SEWER MAW AND LATERAL SEWERS SHALL HAVE A UNIFORM SLOPE AND BE LAID WITH A STRAIGHT ALIGNMENT,EA. ow �s "- gOL� _- s. L 1" \ WITHOUT BENDS.WHEN REQUIRED,APPROVED MANHOLES MAY BE UTILIZED WHERE SEWERS CHANGE DIRECTION OR 16' ' II 21 SLOPE. FUTURE 50%EXPANSION 8 MIN) a /�y �� ,y6 , t�, •,.., f~) �I or. G - '`-~ 23 b. HOUSE OR BUILDING SEWERS SHALL BE CONNECTED TO MAIN OR LATERAL SEWERS WITH APPROVED WYE FITTINGS. --� 23s2 ®" 24 I Njj / LEACHING POOLS �L \ Iki (D �=a' -� "I \ c. SEWERS SHALL BE PROVIDED WITH MANHOLES AT INTERVALS NOT TO EXCEED 400 FEET. -27-_ 1. - W ITE A $� a6o✓�_25 o PST. d. SEWER MAIN AND LATERAL SEWERS SHALL HAVE A MINIMUM DIAMETER OF 8 INCHES,AND SHALL HA✓E A MINIMUM S'6 _ -C�I - �wtu� "•' - '� \ SLOPE OF 0.4%.10 INCH DIAMETER SEWERS SHALL HAVE A MINIMUM SLOPE OF 0.28%. _ 6. 00 e. SEWER MAIN AND LATERAL SEWERS THAT HAVE LESS THAN 2 FEET OF COVER OR ARE NOT PLACED ON VIRGIN SOIL t ; j '�' " _ Map data©202A Terms Repbrtamaperror 25a} � �yC,PNt I SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE(DIP). f SEWERS THAT HAVE BETWEEN 2 FEET AND 4 FEET OF COVER SHALL BE CONSTRUCTED OF \GRASS �. SEWER MAIN AND LATERAL SE' E DR18 OR DUCTILE IRON PIPE. VICINITY MAP g. SEWER MAIN AND LATERAL SEWERS THAT HAVE OVER 4 FEET OF COVER MAY UTILIZE SDR-35 PIPE. \ \ N.T.S. ''�.•y "� PROPOSED FDC \26 l �2 S�3 - f GRASS �/ ° s 4. SEPARATION OF SEWER AND DRAINAGE LINES REQUIREMENTS: �'2 _ NEE MOUNTED ON \ a - a. SEWERS SHALL BE LAID AT LEAST 5 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED DRAINAGE LINE. THE ,• 8 M��l 5'g8 HEATED ENCLOSURE \ Sy�c� \ I \ 2s / n DISTANCE SHALL BE MEASURED EDGE TO EDGE. 24 1 1 (MIN.) T ` PROJECT DATA CROSS STAGE b. IN THE EVENT THAT THE DRAINAGE LINE MUST CROSS OVER THE SEWER LINE, THE SEWER UNE MUST BE , , A ' APPLICANT!OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART PROPOSED RPZ \t ,, �� ,S;5 / F. 27835 MAIN ROAD f ' _ \ I CONSTRUCTED OF DUCTILE IRON PIPE(DIP)UNLESS A SEPARATION DISTANCE OF 18 OR MORE INCHES ISMAINTAINED. B C WITHIN HEATED '\ C.,1 ENCLOSURE ON >' `� ' c. IN THE EVENT THAT THE SEWER LINE MUST CROSS OVER THE DRAINAGE LINE, THE SEWER LIVE SHALL BE P.O.BOX 926 -- CUTCHOGUE,NY 11935 p '( ` CONCRETE PAD \� f \ CONSTRUCTED OF DUCTILE IRON PIPE(DIP)FOR A DISTANCE OF 3 FEET HORIZONTALLY INTO VIRGIN SOIL. �r. F ✓ \ 759, --- 2591 I d. IF PERIMETER ROOF DRAINAGE PIPING IS INSTALLED NEAR THE FACE OF THE BUILDING,ALL HOUSE CONNECTIONS h TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 11,Lot 1 --- _ 5. CONC.WALK 5 73 \ 6� L6 L ELEeT. �# `� t99 �/ I I I MUST BE CONSTRUCTED OF DUCTILE IRON PIPE FOR 10 FEET FROM THE BUILDING. z \ �S w Q • /� __� 25.5i J E ARE .......................•.......... Acres) . I N _ `� r� ,.•, � \ /2 v PROPOSED 4"0 PVC SDR-35) SITE A 242 298 52 4��j oe°. a � SF{5.562 A es) �\• `ca'� A.C. RA.O � 8. _2599� � ----�----- � 5 SEPARATION OF SEWER AND WATER LINES REQUIREMENTS AT i8!FT MIN.SLOPE I G RESIDENTIAL R 4 &RESIDENTIAL OFFICE( ) ors. __ � c ` 25.50 `1 a t CONC.WALK : 25.7s � � �' 25.d6 .. _.... }�: ,} A. PARALLEL INSTALLATION \\\ < � CURRENT ZON N RESIDENT E RO 25.71 \ 2;,.a -�1 " I a. SEWERS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER MAIN OR 5�1� I \ \ CURRENT USE........................... CHURCH 25.1a � R.a S ! »; s LATERAL.THE DISTANCE SHALL BE MEASURED EDGE TO EDGE. _ PROPOSED USE......................... PARISH CENTER ti �? B OS c . 25 Rs s 4 25.e7 25.67 \ 6' CROSSINGS 5 ONE�STORY 0 ; a. THE CROSSING OF WATER AND SEWER LINES SHOULD BE AVOIDED UNLESS PROVEN ABSOLUTELY NECESSARY. 5' \ \� B C 10 8' S-4 EXISTING FOOTPRINT............... 8,567 SF z GRA. I o i HAS. CHURCH °. V; ® +3 b. WATER LINE OVER SEWER LINE: IN THE EVENT THAT THE WATER LINE MUST CROSS OVER THE SEVER LINE, THE (MIN') S-2 5 MIN. \ PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) FOLLOWING CONDITIONS SHALL BE MET: { ) e°314300 RD -'! Tr2.� r N • SEWER LINES SHALL BE LAID BELOW THE WATER LINE AND PROVIDE A SEPARATION OF AT LEAST 18 INCHES COVERED ENTRY:273 SF � R 'OUR LADY c F N ' 25.3s000NSELR.CO CHURDH - u BETWEEN THE BOTTOM OF THE WATER LINE AND THE TOP OF THE SEWER LINE;AND I \ GROSS FLOOR AREA................ LOWER LEVEL......................................2,020 SF 2�36 2540 -E- CONC.w • SEWER LINE JOINTS SHALL BEAT LEAST 10 FEET FROM THE POINT OF CROSSING;AND E I I E \ (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF 25.aa ¢ 1 Ac. GRASS • WHEN IT IS NOT PRACTICAL TO OBTAIN AN 18 INCH SEPARATION, BOTH THE WATER AND SEWER LIVES SHALL BE E E z \ \ TOTAL...................................................10,528 SF EXISTING SANITARY N \ SYSTEM TO REMAIN CONSTRUCTED OF PRESSURE PIPE AND HAVE A MINIMUM SEPARATION OF 12 INCHES BETWEEN THE BOTTOM OF _____- rr 2529 T _rLtTa-hF _.._ (OUTFACE#1} THE WATER LINE AND THE TOP OF THE SEWER LINE. ° 25.36 o I a _ - - c. SEWER LINE OVER WATER LINE: IN THE EVENT THAT THE SEWER LINE MUST CROSS OVER THE WA-ER LINE, THE 25�- / e0 2 e�. '�_ FOLLOWING CONDITIONS SHALL BE MET: PROPOSED 4"0 PVC(SDR-35) \ \ \ F ',\¢ ISTING s ' �f • ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO MAINTAIN LINE AND GRADE;AND AT 1l4"!FT MIN.SLOPE \ \ PROPOSED 3l4"0 PVC{SCHEDULE 0S203 EX BStfT.`= tL I • WATER LINE AND SEWER LINE JOINTS SHALL BE AT LEAST 10 FEET FROM THE POINT OF CROSSING;AND 40)ELECTRICAL CONDUIT FROM J m - '• PROPOSED 6"0 ASPHALT PARKING C E� - • THE ENTIRE LENGTH OF SEWER LINE BETWEEN ADJACENT MANHOLES OR OTHER SANITARY STRUCTURES SHALL BE PULLBOX TO HYDRO-ACTION x J PROPOSED IN GROUND-�- " CL w m P FIRE SPRINKLER ti� h CONSTRUCTED OF MATERIALS AND JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS OF PUMPS(TYP.OF 2) ~d Z } I i� I CONSTRUCTION;AND MANHOLE WITH REMOTE PLC / O 3 SERVICE �, ww J � I C�0 CONTROL PANEL WITH HP-150 N • A VERTICAL SEPARATION OF AT LEAST 18 INCHES SHALL BE PROVIDED BETWEEN THE BOTTOM OF THE SEWER LINE ONE 112"0 PVC(SCHEDULE REFER TO PARTIAL �� �` g.ya-q- COMPRESSOR(TYP.OF 2) q coNc.w , AND THE TOP OF THE WATER LINE. 80 AIR LINE FROM 24.47 ��.s.L oFcr_. _ I a CLEAN-OUT ' 24.27 SAN ITARY PLAN I �` -- I �fPROPOSED COMPRESSOR(TYP OF 2) 1 \ TO GRADE 2442 c i PROPOSED 2"0J `4C (THIS SHEET) I ' I :(I! SAN INV.=21.90 PROPOSED 2"0 VENT PVC VENT LINE >, PROPOSED45` 2435 / a: 6: LEGEND THRUST BLOCK GA7EB0 wI (TYP.OF 4) I ' Tr% 6 y' r EXISTING ITEM PROPOSED � / � WITH BCARBON FILTER' � T � � � i '-• 24 Ell,�IIIIIIIII I; -® PROPERTY LINE _bw -� PARTIAL SANITARY PLAN IIIIIIIII � � � w \ ir2.44 �r o � � ,�f-•-1 23. TC23.90 � � �` ,� � 2aa 2a4 `" � 00010 � �,,.,..,r� BUILDING �_ l BC 23.90 r` J 2a �gpV.W a.a 1 f° y 23.90 2405 ASS ENE s DOOR A SCALE:1"=10' O`c �� ' TC 23.95 �� 23.55 :3-_a -" I BRK. C��NG� EruExr 3 U \ ' BC 23.455}--�.r-_ -r a ° Ptt '> ZO CONCRETE CURB GENERAL NOTES __ O > 41 _ RO ZONE 24.4c 23se H m CONCRETE .•�.: B 1 \ 1 SANITARY DENSITY CALCULATIONS 1. APPLICANT/OWNER C r _2s r- �� ` �r i ` ,w 1 - I l' // PAVEMENT O / r I } 2, ASPHALT PAVEMENT EL. _ 24.00 GROUND SURFACE SITE IS LOCATED IN GROUNDWATER MANAGEMENT ZONE IV=600 GPDIACRE ROMAN CATHOLIC CHURCH OF THE SACRED HEART 3 1 / REV.PER TOWN COMMENTS DATED 09/11/24 AND �> GR 22.35 - �� T �` = s r 0 02/24 AM GR 22.85 , s 24.i 3 428 23- DK BRN.ORG.LOAM TOTAL ALLOWABLE SANITARY FLOW=5.5624 ACRES x 600 GPD/ACRE=3,337.44 GPD 23835 MAIN ROAD SCDHS COMMENTS DATED 10/02/24 Ea za 23J2 .. 23.4 HYDRO SEED TC 23.75 Q 23 ss / � .� H ( 3( � I ' - ` LANDSCAPE AREA OL ✓ P.O.BOX 926 2 07/19/24 AM ISSUED TO TOWN BC 23.25 24.45 R-40 ZONE 2 9 C.C. s N BRN.SILTY SAND LOAM,TR ( EXISTNG/PROPOSED USE CUTHCHOGUE,NY 11935 0 TC 24.15 2a.3s SOD LANDSCAPE 1 ROOTS I EXISTING CHURCH=360 SEATS x 1.5 GPD/SEAT =540.00 GPD 1 05/14/24 DID REV PER CLIENT COMMENTS TC 24.50 23.95 -� EA 24 s7 2°"5 24.1E 2 (OE)(6) EXISTING RECTORY(SINGLE FAMILY RESIDENCE) =300.00 GPD 2. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. BC 23.65 ors. OTs I AREA BC 23.50 1 z4 s on, I X FENCE • PROPOSED PARISH CENTER =1,345.00 GPD NO. DATE BY DESCRIPTION ' TC 24.75 TC 23.55 5 EXISTING 1-1/2" ` (�91 G BRN.F M SAND.TR SILT. TOTAL DENSITY FLOW REQUIRED =2,185.00 GPD 3. GROUNDWATER WAS OBSERVED 21'-3"BELOW GRADE(EL.2.75)DURING FIELD TC 24.75 TC 24.75 TC 24.75 BC 24.25 GR 23.05 t,� DOMESTIC WATER I WALL T GRAVEL • • WORK BY SOIL MECHANICS ON DECEMBER 14,2017. REVISIONS BC 24.25 „ BC 24.25 BC 24.25 24.60• SERVICE 3 (SP)(3b) • THE REQUIRED DENSITY IS LESS THAN THE PERMITTED DENSITY,THEREFORE THE LOT IS �> o • 24.80 BC 23.85 Q UTILITY POLE BRN.SAND,TR•SILT,GRAVE • • SUFFICIENT. 4. REVIEW OF THE AVAILABLE GROUNDWATER ELEVATION DATA FOR THE AREA t 24 95 24.80 24.80 25.00 25 •- it 1 LIGHT POLE (SP)(3b) • • AROUND THE SUBJECT SITE REVEALS THE HIGHEST EXPECTED ` 24.80 25.00 • •, :• `"3 I --- • GROUNDWATER ELEVATION OF 3.58 (NAVD 88) AT THE SUBJECT SITE. THIS ` �•'2'L '"B° p •" a BRNJ TAN FINE SAND,TR.SILT, • • • 24.70 y � � • `� GROUNDWATER ELEVATION DATA RECORDED GRAVEL - ELEVATION WAS DERIVED BASED ON THE HIGHEST AND CLOSEST { • 19.52'-. ;1g44,.;. 57.81' 25.00 ;I ': N zs.o , � � � zp ocs SIGN � SANITARY SYSTEM SIZING CALCULATIONS 0 DED ON USGS MONITORING USGS %% ' ' V EN ExT (SP)(3a) • PARISH CENTER: WELL#405830072331502-S 6558.2 1 25.00 � 24.a �b FIRE HYDRANT 5 BRNJ TAN F-M SAND,TR,S1LT, • • HOUSE OF WORSHIP WITH MEETING ROOMS=4,523 SF(269 OCCUPANTS) >. PROPOSED SINGLE-STORY PARISH Q PROPOSED GAS PROPOSED GAS 1 O GRAVEL NON MEDICAL OFFICE=981 SF • ow WATER VALVE 5. THERE ARE NO KNOWN EXISTING WELLS PRESENT WITHIN 150' OF THE f> `,`,` �, ° CENTER WITH PARTIAL CELLAR -`' Sys ? c METER o SERVICE 1 (SP){3b) • • STORAGE=1,545 SF SUBJECT PROPERTY. l , 25.00 PROPOSED \ u ® INLET [ ] • 6 I ( 10 BRN.FINE SAND,TR.SILT, • •CELLAR:2,020 SF I 6 GRAVEL CALCULATIONS THERE ARE MAPPED DEC WETLANDS WITHIN 300'OF PROPERTY BOUNDARY . CIVIL ENGIN 25.0o FIRST FLOOR:8,508 SF ` 'UNDERGROUND / • • SANITARY FLOW REFER TO VICINITY MAP FOR ILLUSTRATION OF PROXIMITY OF WETLANDS TO COVERED ENTRY:273 SF `.'ELECTRIC SERVICE ` 2i1 N `.` DRYWELL (SP)(3b) • HOUSE OF WORSHIP WITH MEETING ROOMS=269 OCCUPANTS x 5 GPD I OCCUPANT=1,345.00 GPD @� PROPERTY BOUNDARY. > -�•�•••�• - - • � TOTAL SANITARY FLOW = 500GPD 664 BLUE POINT ROAD, UNIT B . . F.F EL.25.00 , 5a v, cn 97.2T .`.` > `,•,•,` - 23' . ` 1CGD E 7- ` 7 HOLTSVILLE, NEW YORK 11742 �`•'� 1 34 a SANITARY MANHOLE J T THE CONTRACTOR to UST NOTI Y HE TOWN ENGINEERING DIVISION AND `. 25.00 `• • • - - • _ 15 R.SILT, • SCDHS 24 HOURS IN ADVANCEFOFTTHE COMMENCEMENT OF ANY I ON-SITE (6 31 l 9 61-0 5 O 6 40 25.00• DRAINAGE PIPE • • •�• 25 pp •E•+ f - S TARY MAN E BRN AN F-M SAND T • • t 2 3 .E.`. .•. ••.•• .•• `+100".` O • GRAYWATER FLOW _ • •••+•+ ••` • • COVER 7 GRAVEL • • DRAINAGE,SANITARY,CURB,OR PAVING WORK. •G•.` .� ��`•G` `.`. .G.`. • -.-�=G`. "� 7 GRAV L • HOUSE OF WORSHIP WITH MEETING ROOMS=269OCCUPANTSx2.5GPD1000UPANT=672.50GPD www.KeyCivilEngineering.ccm . .` t ©d .•.Y f°. o •. W - • • �» CLEAN-OUT • • 8. ALL ELEVATIONS DENOTED ON THIS PLAN REFER TO NAVD88 DATUM. r25 7+ TOTAL FLOW=1,345.00 GPD+672.50 GPD=2,017.50 GPD • LC PROJECT NAME 3 \ SEPi1C TANK ,\, • ^��\�1 •4J31._. I STY. O 5 SANITARY PIPE • • • • ��• '� 6� •v• -v• • - • .+4. • PROPOSED 1-1(2" c s T'•5`7 c Z I/A OWTS(FOR SANITARY FLOW) o , 23.3 - • \ -.• - - - - DOMESTIC � 0. e'Ix12'LP. ' n SANITARY o • • • UTILITY CROSSING TABLE ROMAN CATHOLIC CHURCH OF THE SACRED .a} ��• `, • STRUCTURE • MINIMUM REQUIRED CAPACITY=1 DAY TOTAL FLOW=2,017.50 GPD x 1 DAY=2,017.50 GALLONS LO 23.3 �( ,`,�. - v SERVICE ' 252 ' I 20 • • HEART PROPOSED PARISH CENTER \ -v z " W WATER SERVICE W • G,tA/ USE(2)HYDRO ACTION AN-1 CROSSING BOTTOM OF UTILITY TOP OF UTILITY BELOW CLEARANCE •�•- ••- • • ` • • TREATMENT VOLUME=2,200 GALLONS ABOVE 14300 MAIN ROAD z' Q `-- �`' ` =ECM Q 24.6 W,w. N BRN.,F AI SAND,TR.SILT. • EL.=2.75 _ • 2 agpE ' FIRE SPRINKLER $ GRAVEL • • _ (EXCEEDS REQUIRED CAPACITY OF 2,017.50 GALLONS 1 23.00 6"0 STORM 19.50 Vt ,TER) 1.50' MATTITUCK NY 11952 24.4 - I I SERVICE (SP)(3b) • • • -- LEACHING ❑ { ) { TOWN OF SO Q B LE CH NG POOLS 2 23.00 6"0 STORM 21.50 GAS 1,5E UTHOLD, COUNTY OF SUFFOLK 23.2 \ �E Fn .a� EXISTING SANITARY 0 GAS SERVICE G • ❑ { ) (GAS) c ,,h DESIGN FLOW =2,017.50 GPD SYSTEM TO REMAIN 8 • • DIST.: 1000, SECT.: 114, BLOCK: 11, LOT: 1 UNDERGROUND • LEACHING RATE =1.5 GPD/SF ❑3 23.00(6"0 STORM) 21.50(ELECTRIC) 1.50' 24 e (OUTFALL#2) E ELECTRIC SERVICE E 9 • • REQUIRED SIDEWALL AREA =2,017.50 GPD/1.5 GPD/SF=1,345.00 SF Q / ✓` / �, 24� Q 23.6 \Z✓ �- W.W 1 �' EXISTING e2581 00.00 2J 0 • • • NOTE:PROVIDED CROSSING INFORMATION IS APPROXIMATE.CONTRACTOR TO 235\ FF27.67 7 , GRAVEL/DIRT DRIVE 4 `B' SPOT GRADE �� , a USE FOUR(4)LEACHING POOLS WITH 11'-0"EFFECTIVE DEPTH FIELD VERIFY EXISTING LOCATIONS AND ELEVATIONS PRIOR TO CONSTRUCTION DRAWING TITLE STEPS o� 4.° o END OF BORING 25 -O TOTAL STORAGE PROVIDED=4 LEACHING POOLS x 31.42 FT x 11 VF=1,382.48 SF AND NOTIFY ENGINEER OF RECORD OF DISCREPANCIES IN WRITING ( 2, TOP/BOTTOM OF Tc oe.oa 24 , u ITS N,,,L1 T'2479 I CURB ELEVATION BC o0.00, (EXCEEDS THE REQUIRED SIDEWALL AREA OF 1,345.00 SF) F ♦�► a � \ \ CONTOUR 157 CLASSIFICATION PROVIDE TWO(2)EXPANSION LEACHING POOLS SCTfv1 N0.: 1000-114.00-11.00-001.000 co NW�Q I N •2S, > I I I LL NO sB CLASSIFICA SANITARY & UTILITY PLAN ( 2a 2a.6 TELECOM MANHOLE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL O~N�3 .S��'� � � I �-�� I za.7 a1e 6"'� i T� COVER W w 0 I � I I BORING LOG DATA SHEET SCDHS REFERENCE NO. C24-0297 x x Z TREE Q 0 m (BORING BY:SOIL MECHANICS DRILLING CORP.) DATE: 05/03/2024 ~V) a- ♦ 0 J �( n FIELD DATE:12/14/2017 FRAME "Ift &GRADELIMIIT OF CLEARING GARAGE 1 S6 >O� 239 13.A \ Q t . DI TU BANCE -L� N.T.S. SCALE: AS SHOWN DO ow or forMerl I `7 loft oft �1�` 25 / Q i I N \ SOIL BORING B 2 PROJECT NUMBER: 23200 �~ FIRE DEPARTMENT �� j And ea Hauler& i now or former GRACly E N8g•SB� Q„w �' ,� z5 C014NECTION(FDC) �? REFERENCES ®... ` DRAWING BY: AM -p Koren (NOICOmson I 275.45' THIS PLAfJREFERENCES: CHECKED BY: MP O�Q N T FRAME USE.'r X LOT. 27 ►TOW GARAGE 4 1 G3 � -" _4F SANITARY STRUCTURE SCHEDULE BOUNDARY AND TOPOGRAPHIC SURVEY or former/ &� m .n PREPARED BY: APPROVED BY: MP ►- RESIDENC JO I ASPff�l DRNETyAY 2S c'3 5.z AMERICAN ENGINEERING&LAND SURVEYING P.C. O ZONE E hn A Y no Or STRUCTURE EFFECTIVE TOP OF BOTTOM INVERT INVERT a PUBLIC'R-4p I TAX Baglrvi I p fornTerl NUMBER STRUCTURE TYPE DEPTH RIMIGRATE RINGS OF RINGS IN OUT 1171 OLD COUNTRY ROAD-SUITE 6 SEAL SIGNATURE: ALTERATION OR ADDITION TOTtiIS 3 a� � gLlC WA US LOr' 28 ahn Co y O o I �R I E: RESIDEN �! Stanzo & PLAINVIE1h,NY 11803 DOCUMENT EXCEPT BY A LICENSED C 0() ZONE 774E Linda Co S-1 PROPOSED 4'0 PRECAST CONCRETE DISTRIBUTION MANHOLE WITH COVEDTORMED INVERT --- 24.15 21.90 16.40 20.90 20.40 DATED:02119/2024 w, 1A, PROFESSIONAL ENGINEER IS I P •R-40 USE. TAX Lo TAX `Stan Za � V4EV Y/•� VIOLATION OF SECTION 7209, �BLlC WA 7ER I RES�DENnA� 2c) USE- LOT: 30 A=24.00 BUILDING ARCHITECTURAL LAYOUT �C 0 SUB-DIVISION 2,OF THE NEW YORK PUBLIC ZONE;R- RESIDENT! S-2 PROPOSED IIA SYSTEM HYDRO-ACTION AN-1100(H-20 RATED) --- B=24.00 21.65 14.00 19.33 19.16 G PILOrr STATE EDUCATION LAW I WgTER 40 ZB NC:R qL C=24.00 PREPARED BY: (j �� DRAWING No: PUBLIC `40 ( JMN ARCHITECTURE P.C. I WA TER I $ c ) A=23.80 406 NORTH COUNTRY ROAD * W S-3 PROPOSED VA SYSTEM HYDRO-ACTION AN-1100(H-20 RATED B=23.80 21.65 14.00 19.33 19.16 SAINT JAMES,NY 11780 GRAPHIC SCALE C=23.80 DATED:04/03/2024 --- ----- NOT -?P C ALED �i - OCT 2024 �y y a £ �0 0 20 �o so 1�o S 4 PROPOSED 4'0 PRECAST CONCRETE DISTRIBUTION MANHOLE 24.00 2t.75 14.15 18.91 18.41 GEOTECHNICAL REPORT&SOIL BORINGS tv OVERALL SANITARY & UTILITY PLAN - -- C-5 PROPOSED 10'0 PRECAST CONCRETE DISTRIBUTION LEACHING POOL WITH FRAME AND PREPARED BY: _ _ O$15 S-5 i1' 23.60 2t.75 7.05 18.30 18.05 SOIL MECHANICS DRILLING CORP. Southold Town �AROfiEO� .:K,,...,. SOLID COVER 3770 MERRICK ROAD Planning Board Know what's below. ( IN FEET ) S-6 PROPOSED 10'0 PRECAST CONCRETE LEACHING POOL WITH FRAME AND SOLID COVER 11' 23.40 20.85 6.85 17.85 - 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' 23.50 20.85 6.85 17.85 - VICINITY MAP BACKGROUND DATA 1-800-272-4480 S-8 PROPOSED 10'0 PRECAST CONCRETE LEACHING POOL WITH FRAME AND SOLID COVER it' 23.20 20.85 6.85 17.85 -- PROVIDED BY MAPS.GOOGLE.COM MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER 1081558 5 OF 10 YAKey Civil\ProjectsT023\23200_JMN Architecture._14300 Main Road-_Mattituck0rawings%ey Civi1123200._2024.1O.O2_SPP3_SPDES_RPZ.dwg "ST BACKFILL WITH NATIVE SOIL INSTALLATION INSTRUCTIONS: V, PUMPICOMPRESSER POWER CIRCUIT 24 0 CHIMNEY SEE NOTE 13 100 X 8 THICK TRAFFIC RATEDto (DEDICATED 110 V SERVICE ON A 20 AMP BREAKER) 1. EXCAVATE SO THAT TOP OF THE 4-FOOT HIGH PERFORATED PRECAST CONCRETE MANHOLE HYDROACTION TOPPING SLAB ' / p> 24 HEAVY DUTY LOCKING BASES ARE 4.50' BELOW FINISHED GRADE. THE PERFORATED PRECAST CONCRETE MANHOLE ` n 8� X 8 THICK TRAFFIC RATED FOR AN800 AND AN1100 APPROVED rs CB1 CI COVER TO GRADE SECTIONS SHALL BE AS PREVIOUSLY APPROVED BY SCDHS, SCDPW OR NYSDOT FOR TRAFFIC HYQROACitON TOPPING SLAB BY SCDHS APPROVAL N0. NS-002 F ,� �� SEE NOTE#2 FOR PRETREATMENT TANK SEE NOTE 11 M1 mot, r} - (3 LOCATIONS) BEARING STANDARDS. L1 B`'K C 0 B K ,,� ELK ;P1 ��- L SEE NOTE 12 2. INSTALL 4-FOOT HIGH PERFORATED PRECAST CONCRETE MANHOLE BASES. = I / SPRAY ti BY PREVIOUSLY APPROVED BY SCDH ~ ;� " �. r. a N_� I o SEE NOTE 11 x ,; a 0.,"• �,•.,;g CL WHT WHT PUMP I REMOTE PLC CONTROL PANEL _ 12 3. EXCAVATE 5.33' BELOW PROPOSED INVERT IN ELEVATION FOR BOTTOM OF PRETREATMENT •` � v 25 ""ii` °' MOTOR ✓ W/HP 150 COMPRESSOR COMPACTED NATIVE FILL, TYP �, TANK, AND EXCAVATE 6.83' BELOW PROPOSED INVERT IN ELEVATION FOR BOTTOM OF ! l2� --------- / - �oE N N N PUMP RATINGS: o _� ��\ � -� EC50-30-L-150-PLC AS SEE I`lOTE 10 N 18 18 ✓"�' 26� � ir1c + Y 3/4HP @ 115V TREATMENT TANK. es, MANUFACTURED BY OPS(OR sg CB2 M2 CSR 6 LOOPS I I G -�--�\ 15.0 F.L.A. APPROVED EQUAL) PENETTATION HOLE 4. FINISH GRADE NATIVE SOIL BELOW THE PROPOSED TANKS TO BE LEVEL ±1/4-INCH..• S DEI " o "` : 2 MIN .� . ... ___ �� 5. INSTALL PRETREATMENT AND TREATMENT TANKS ORIENTING THE PREDRILLED HOLES IN THE + . I BLK O BLK ,� BLK RP1 --------- RECIRC �� PUMP RATINGS: SEE NOTES 7 & 8 , ___ -_- �: ___ t (4 LOCATIONS) --- 10 MAX ,;� ....< . . 1 BETWEEN BOTTOM OF SLAB CORRECT ORIENTATION AS SHOWN IN THE PLAN. :..,, ,. ' PUMP , 3/4HP @ 115V _ = WHT WHT ______ / FROM DWELLING AND TOP OF ACCESS COVERS 6. PLACE AND COMPACT NATIVE BACKFILL BETWEEN PRECAST CONCRETE MANHOLE BASE AND "Ma '>ItUGIC =S 1t�( AvJ N - -- �� MOTOR ✓ 15.0 F.L.A. TD TANKS. BACKFILL SHALL BE PLACED IN 8-INCH MAXIMUM LIFTS AND MECHANICALLY `' !- N. �� INVERT IN PER PROPOSED PLAN DRAINFIELD COMPACTED. CEASE THE PLACEMENT OF THE FILL 3-INCHES BELOW THE CROSSOVER PIPE. i5 `:- 11 G "� 1�@VI1Wpt�iR1ES) m f CB3 M3 �'J- 0 7. REMOVE A 1-FOOT X 1-FOOT SQUARE HOLE AT THE BOTTOM OF THE 3-FOOT HIGH PERFORATED x WETLANDS Fit- `� �� �� � � �� � � � � � � � � � � � o o PRECAST CONCRETE MANHOLE AND SET THE HOLE DIRECTLY OVER THE INLET PIPE AND ON j l BOUNDARY ELK ,� k BLK tin _J .�- L7 MIXER PUMP RATINGS: //.\///,\//,\//, .\//,\/.\�/.\�/\�/\ \�/�\�/�\�/\��/\�//� ,� Bill PRECAST CONCRETE III TOP OF THE 4-FOOT HIGH BASE. _ € PUMP 3/4HP @ 115V �> WHIT � � PERFORATED MANHOLE 8. REMOVE 1-FOOT X 1-FOOT SQUARE HOLE WHERE THE CROSSOVER AND OUTLET PIPES WILL BE MOTOR 15.0 F.L.A. SEE NOTE 1 INSTALLED. m HYDROACT[ON 10'� PRECAST CONCRETE 9. INSTALL ELECTRIC CONDUIT AND AIR LINES. w..._ - ' F PERFORATED MANHOLE SECTION C64 PRETREATMENT TANK 10.INSTALL INLET, OUTLET AND CROSSOVER PIPES. BACKFILL WITH NATIVE FILL IN 8" MAXIMUM for SEE NOTES 2 DEDICATED 20 A.110 V POWER 1/2"SCH.80 AIRLINE SEE NOTE 5 LIFTS TO TOP OF THE PRETREATMENT / TREATMENT TANKS AND HAND TAMP FILL. CAUTION �M; . GRY 0 GRY �, � COMP. RATINGS; � Map data©2024 Terms i Reportamaperror 1 1 ; COMP �t CABLE,ROUTED IN 3i4"PVC To AN SHALL BE TAKEN TO MINIMIZE TAMPING OVER SEWER LINES AS TO NOT DAMAGE THE 1 1/4HP @ 115V CONDUIT(GFi PROTECTED) HYDROACTION TREATMENT TANK GASKETED SEAL INTO AND OUT OF THE TANKS. WHT N _________ 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. 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 INTERNAL OVERLOAD HYDROACTION AN-1100 CONTROL PANEL SEE NOTES 3 8€ 4 FRAME AND COVERS TO GRADE. cn PROTECTION. 13.BACKFILL AND COMPACT THE OUTSIDE OF THE PERFORATED PRECAST CONCRETE MANHOLES TO APPLICANT/OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART N.T.S. PROPOSED GRADE WITH NATIVE BACKFILL. BACKFILL SHALL BE PLACED IN 8-INCH MAXIMUM P.2783BOX 926 MAIN ROAD BLu Z LR1-Q1 RED h'H M1 r LIFTS AND MECHANICALLY COMPACTED. CUOTCHOGUE,NY 11935 'A,HT 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 I 2 LR1-Q2 PIfJKJWH M2 � ) G N.T.S. QUESTIONS OR PROVIDE ADDITIONAL INSTALLATION INSTRUCTION-�. SITE AREA.................................. 242,298.52 SF(5.5624 Acres) PINK,'WH DEDICATED 20 A,110 V POWER CABLE, CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE(RO) A ROUTED IN 3/4"PVC CONDUIT(GFI CURRENT USE........................... CHURCH RECIRC RUNNING PROTECTED)FROM BUILDING TO HS-20 40 BLu s LR1-Q3 YEL4H•H WHT RATED JUNCTION BOX M3 PROPOSED USE......................... PARISH CENTER .................. .... . ......... ...... ......... ...........-............. .......... ....... .................. ... ...... ...................................-.................. .. ........................................ . IN FOOTPRINT, YEUWH G EXISTING Print/Part Number Description Revision Date PROPOSED FO NT 8,567 SF ' EXIT MIXER RUNNING REMOTE PLC CONTROL PANEL WITH INCOMING SERVICE HA-19O312-U ........... 8,508 SF(INCLUDING BUILDING CANOPY) r .................................................................................................................................................................... .. ..... ............. ............ .......................... ....... .................... . .. .. ........... ................................................,.... __ _..- .....-..__.. _ --....- COVERED ENTRY:273 SF HP80 COMPRESSOR,MODEL Bw LR1 f, 4""HT EC50-30-L-80-PLC AS MANUFACTURED NEW 20 AMP. Tanks installed individually and plumbed onsite. ITEM NO. ! Part Number DESCRIPTION QTY. GROSS FLOOR AREA................ LOWER LEVEL......................................2,020 SF LR1-Q4 BY OPS(OR APPROVED EQUAL) 1 POLE BREAKER ........................._................................__. ..........__...................... (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF 175 Min.-_............_..............._.............................._._. 1 I HA-AN 1 100-P Tank AN-1100 245 ATU AP1500 1 TOTAL...................................................10,528 SF BLU 1 RED 16 PLC INPUT BILL AS-1 PINK UTILITY Lifting Locations 40 REFER TO MANUFACTURER FOR jt - Pretreatment RUN INSTALLATION DETAILS _......_.------- ----------------..-_..._..-_.......---------- ------ - BLu RED AUD. 3 A-13005X Assembly, - AN-1100 1 6 CIRCUIT H bly, Re-Circulation ALARM BREAKER METER = 245 Complete OR, BRtJ N ' MUTE HYDRO-ACTION PANEL v HWA CONTROL �1 82 / 1 All auxiliary plumbing,wiring, and installation methods must conform to BLu TEST PANEL - ',/ t)95 ry p g g a:.: all CO t COVICIC I o _ r county, state, province, an local code. ALARM z . e e d O I EX.GROUND ROD O ? 2) All plumbing and connections to be plumbed with SCH 40 pipe or l LIGHT = �„ equivalent. RED ELK 'AIHT NOTES: = 3 All manufacturer supplied pipe and conduit penetrations are sealed RED 1. BURIED ELECTRICAL POWER CONDUITS SHALL BE A MINIMUM OF 24 INCHES BELOW GRADE. M with Adapt-A-Flex grommets o prevent water ingress/egress. 2. ALL ELECTRICAL WORK TO BE PERFORMED IN ACCORDANCE WITH NEC. O Lifting locations rn Blower Controls Housing 4) All manufacturer electrical connections are terminated in NEMA rated ENABLE ELECTRICAL ONE-LINE DIAGRAM DETAIL - 12 All Risers and Lids 024" enclosures with NEMA rated cord grips. (NEMA 4X Min.) BLu 2 YEL 11 PLC INPUT N.T.S. Treated Effluent Outlet ) For details pertaining to installation requirements, (tank assembly, ,L` Sewage Inlet 3 (Gravity) Internal plumbing connections,wiring etc) see HydroAcfiion Installation M Manual, and additional System detail prints. OVERRIDE "� - 6) Any additional questions pertaining to HydroActiOn AN series BLu 3 ��_ `L 4 YELhJN 12 PLC INPUT + wastewater treatment systems, contact HydroAction. > 89 = SCDHS COMMENTS DATED 10/02/24 i� CSR 110.2 3 10/02/24 AM BLu WrtmlNx REV.PER TOWN COMMENTS DATED 09/11/24 AND 111111 14 PLC INPUT DOMED SHAPE FOR MAX MU ` LOAD STRENGTH Z �_ 2 07I19/24 AM ISSUED TO TOWN TIME DOSE TAN 17 PLC INPUT HANDLE FOR EASY REMOVAL D 1 05/14/24 DO REV PER CLIENT COMMENTS OF SAFETY SCREEN y NO. DATE BY DESCRIPTION _ Hydro-Action Specifications B`D DEMAND -n 64 Model AN-_t 100 REVISIONS 'T SPRAY TANPoVH 18 PLC INPUT 80 Daily Treatment Capacity 1100 Gallons e Total System Working Volume 3,101 Gallons NOTES: 1. FLOAT SWITCH TO BE RATED 2 AMP AT 120V MINIMUM. �o �2�_ MAIN PANEL DISCONNECT MUST BE PROVIDED BY INSTALLER. Z , I IN THE PANEL. SIZED TO FIT INSIDE 4� Primary Treatment Workingvolume 1 137 Gallons DASHED LINES INDICATE ITEMS NOT CONTAIN W1 AN BE USED WITH OR FIRST 24"RISER Pretreatment Aerobic Working Volume 1,381 Gallons : ` REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS IS 16 in-Ibs. 025.08" WITHOUT SCREWS n Tank ; Clearifier Working volume 583 Gallons FIELD WIRING MUST BE A MINIMUM OF 60oC COPPER WIRE. �-__ j_ Treatment Certification NSF 245 2. SPRAY PUMP IS ONLY REQUIRED FOR PRESSURIZED LEACHING FIELDS, M ATU Tank Supply Power Requirement 1 Phase 120VAC 60Hz 20Amp CIVIL ENC311MEEERING OTS CONTROL PANEL 18 Air Supply HiBlow HP-200/ 7.0 CFM POLYLOK 24" SAFETY SCREEN Tank Material Fiberglass 664 BLUE POINT ROAD, UNIT B ONE LINE ELECTRICAL DIAGRAM POLYLOK 24"0 HDPE,PART NO.3008-SS Clarifier Material Fiberglass HOLTSVILLE, NEW YORK 11742 (OR APPROVED EQUAL) using Polyethylene N.T.S. $ ..... ......... (631) 96 -0506 �� : Drawn by Scale Sheet Material Weight Tolerances Unless Otherwise Specified Signature WWW.FCeyCiVllEngineering.Cem 'r t„ r�,e r� a� 1:32 1 : 18 2447 ............................................................ ......................... ........................................................ ............................:.........................................................................................:...... 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 PROPOSED 1-STORY PROPOSED CLEAN DRAWING TITLE OUT,SEE TYPICAL S-2 RIM B&C EL.=24.00 SANITARY PROFILE & BUILDING WITH DETAIL 8-3 RIM RIM B&C EL.=23.80 PARTIAL CELLAR TOP OF STRUCTURE INLET PIPE MIN.4"0 SDR-35 PVC INLET PIPE MIN.6"0 SDR-35 PVC SCTM NO.: 1000-114.00-11.00-001.000 INLET PIPE MIN.4"0 EL.=DR-3 PITCHED AT A MIN.1/8"PER FT PITCHED AT MIN.1/8"PER FT SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL DETAILS SDR-35 PVC PITCHED AT S-2 RIM A EL.=24.00 4"0 SDR-35 PIPE RIM EL.= A MIN.1/4'PER FT S-3 RIM A EL.=23,80 PITCHED AT A MIN. RIM EL._ FINISHED FLOOR EL.=25.00 24.15 24.00 RIM EL.=23.60 S-6 RIM EL.=23.40 SCDHS REFERENCE NO. C24-0297 1/8'YFT MIN.SLOPE S-7 RIM EL.=23.50 -iI S-8 RIM EL.=23.23 DATE: 05/03/2024 TOP OF % -I -- mml S-2/S-3 INV OUT TOP OF INV.IN STRUCTURE _lull ___ ___ - EL=19.16 EL.-20,90 ..::-. EL.=21.90 % a --- --- --- EL STRUCTURE -�'-•' RU RE ;. TOP OF STRUCTURE ®® / - �. . ilil :.�I) INV.IN ®®EM EL.=21.75 TOP OF INV OUT � � - ��� I _ _ - -- _ j EL.=16.91 ••� ��®® STRUCTURE PROJECT NUMBER: 23200 4 CAST IRON PIPE SHALL EL.=21.90 INV OUT _ 3 �B®®; 4" EL.=20.85 AM _ -- DRAWING BY: EXTEND THROUGH ' z EL.=20.40 % I \\� -6 ®® FOUNDATION WALL 23.6 ' 5' -III. ®® CHECKED BY: MP AMIN.OF2'. (10'MIN.) ',.°.;r' (MIN.) , / 'I � 11� w y APPROVED BY: MP CELLAR FLOOR EL.=17.00 F--4'0"--I �\. �I) �lil -III 5 MIN.) T.., •.,:r= IN IN o z U S-6-S-8 W S-2EL. 1VIN / ( SEAL&SIGNATURE: DOCUMENT OR ADDITION THIS ' ' I I I I:::: \ i4' INV IN o XCEPT Y A EL.=19.33 � -- �� w 14 ALTERATION OR ADDITION TO THIS STRUCTURE S-1 \ \ EL.=18.30 > w PROFESSIONAL ENGINEER ISS INLET PIPE MIN.4"0 SANITARY 14ANHOLE I I 4'0" INV OUT EL EL.=17.85 � > IIIINV OUT =18.05 W ^{� NEW {.� VIOLATION OF SECTION 7209, SDR-35 PVC PITCHED AT (SEE SCDHS DETAIL) j / / / /// /// I I //�� STRUCTURE S-4 u_ g LL J A MIN.114"PER FT N.T.S. \\�c��\�/\\/\� /\�/ SANITARY MANHOLE EL.=18.41 w w / SUB-DIVISION 2,OF THE NEW PORK �\�%\!// \/ �� �\ /�\� SEE SCDHS DETAIL) 8 IN. w ,<<G�G ptLOJ-7� 'Q,� STATE EDUCATION LAW BOTTOM OF STRUCTURE ( (MIN.) jT co �4 EL.=16.40 N.T.S. i BOTTOM OF STRUCTURE BOTTOM OF STRUCTURE INLET PIPE MIN.4"0 I (S 2iS 3)EL.=14.00 (S 2/S-3)EL.=14.00 SDR-35 PVC PITCHED AT t- 10'-0•' BOTTOM OF RECEIVED � DRAWING No: 10 !d � STRUCTURE ,-- A MIN.1/4"PER FT 3.0'M;N.ABOVE STRUCTURES S-6-S-8 * p r w BOTTOM OF r---------_ ----- �. NOT ', �'� BALED � STRUCTURE S-2&S-3 STRUCTURES-5. EL.=7.05 10'0 LEACHING POOL STRUCTURE(S-6-S-8) C� BOTTOM OF STRUCTURE HIGHEST RECORDED C 0, .� I/A SYSTEM:HYDRO-ACTION AN-1 too 10'0 DISTRIBUTION LEACHING POOL SEE SCDHS DETAIL) EL.=6.85 Llsbu-f CT 2 �� 2�24(SEE SCDHS DETAIL) - -EL.= 14.15 - (SEE SCDHS DETAIL) WATER ELEVATION ( N.T.S. 2HIGHEST RECORDED GROUNDWATER ELEVATION=±3.58 N.T.S. N.T.S. 081 C_6 AS PER USGS MONITORING WELL DATA nning Town O Planning Board 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 10 Y:\Key CiviI\Projects12023123200_JMN Architecture,_14300 Main Road_Mattduck\Drawings`,Key Civi1123200_2024 10.02_SPP3-SPDES_RPZ.dwg 4'0 SANITARY MANHOLE NOTES: � 5! 1. ALL MANHOLE SECTIONS SHALL CONFORM TOA.S.T.M.C-478, LATEST REVISION STANDARD SPECIFICATIONS FOR PRECAST . f A , 9 it REINFORCED CONCRETE MANHOLE SECTIONS. ✓. f �s�4 �F fr" 2S HEAVY DUTY GRAY IRON(CL35)FRAME&SOLID COVER ` 121't1�p c, � ",. ' ," Z MANHOLE RISER SECTION TO BE FURNISHED IN 1,2,3.OR 4' ______ _ w SETS BY EJ OR APPROVED EQUALS "f'✓ 0 HEIGHTS,AS REQUIRED. zir � t i N _ MODEL No.:V1600-3 RG REVlGS CPH2 CV UND(LOCKING) ;,�.. HEAVY DUTY GRAY IRON(CL35)FRAME&SOLID-__ 3. LOADING TO CONFORM TO AASHTO H-20 LOADING. ' � '. �, " .; Pond I 4"CONCRETE BLOCK OR ' �pEl'"" r . COVER SETS BY EJ OR APPROVED EQUALS PRECAST CONCRETE COLLAR MODEL No.:V1600-3 RG REV/GS CPH2 CV UND PENING MUST BE OVER 4. ALL CONCRETE IS TO MEET 4,000 PSI AT 28 DAY SET. "MIN CONCRETE TOP SLAB ' (LOCKING) OUTLET DROP TEE TO BRING MANHOLE TO GRADE •, LOCKING TO SUPPORT H-20 5. OUTLET PIPE TO BE SET 0.1'MINIMUM BELOW INLETS PIPES. FINISHED GRADE VEHICULAR LOADING 4,000 FINISHED GRADE ( ''IUCIC i�J1x�0li+fity@ 6. THE MAXIMUM CHANGE IN ELEVATION BETWEEN INLET AND I I TOP OF RINGS REFERS TO THIS POINT PSI AT 28 DAYS) tAP RECAST CONCRETE RISERS OUTLET INVERT(S)SHALL BE NO GREATER THAN 2 FEET. COVED MANHOLE (SEE SANITARY STRUCTURE SCHEDULE) K :# €t 0 24" UTLET PIPE FOR �#3t10i I zn x INLET PIPE N SANITARY DISTRIBUTION (WIDTHVA�tEs) € WETLANDS 3 TOP OF RINGS REFERS TO THIS POINT N "MIN CONCRETE TOP SLAB TO PITCHED AT A MIN.1/8"/FT ;.;;. ,:,. -_-__- POOLS ONLY.PIPE BOUNDARY SUPPORT H-20 VEHICULAR LOADING ►f 20"- 4 PITCHED AT A MIN. r° (SEE SANITARY STRUCTURE SCHEDULE) --- (4,000 PSI AT 28 DAYS) - f LOCKING COVER z 1/8"/FT 12"MIN HEAVY DUTY GRAY IRON(CL35)FRAME&SOLID PLAN VIEW •. (, (,? --- COVERS SETS BY EJ OR APPROVED EQUALS 3 x m o MODEL No.:V1600-3 RG REV/GS CPH2 CV UND a Q FINISHED GRADE / ® ®off ® >�' o <, io FLOW LINE ¢ ® m�>� ® PRECAST CONCRETE RISER i� h Mw FROM BUILDING y r: o �. q ? \ o Map data©2024 Terms Reponamaperror PVD PIPE PITCHED AT A `: TO I/A UNIT SDR-35 PVC 24" `n N a MIN.1/4"/FT 11 TOP OF RINGS REFERS TO THIS POINT ' �, "MIN CONCRETE TOP SLAB TO _ VICINITY MAP PIPE PITCHED AT A MIN, � Z % cxi \ � w I SEE SANITARY STRUCTURE SCHEDULE SUPPORT H-2D VEHICULAR � 10 ��� > 0 114"/FT TO IIA UNIT ( ) N.T.S. o --- :,� :• . .: • ,. LOADING � , ® ��» ® / 0 PROJECT DATA -1 ^X ® �-� o ® �U) ` N I-AlONOLITHIC •� :_ w APPLICANT/OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART BASE SECTION �'. "' �3'0" 27835 MAIN ROAD ••' 10'-0"0 MIN P.O.BOX 926 12"MIN` . �:; ,. •:': •= JOINT SEALANT TO BE I"BUTYL CUTCHOGUE,NY 11935 STEPS ARE TO BE COPOLYMER .�;� RUBBER FOR ALL JOINTS 3'-0"MIN TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 11,Lot 1 I 4'-0"0 -I POLYPROPYLENE COATED 112"STEEL ' ----• • BARS AT 12 O.C. HIGHEST RECORDE ROVIDE NOT)-SHRINKING SITE AREA.................................. 242,298.52 SF(5.5624 Acres) 4'0 SANITARY MANHOLE DETAIL ;5" MAST JOINT SEALANT GRQUNDWATER CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE(RO) N.T.S. CKFILL CLEAN SAND AND MATERIAL GRAVE SHALL LE CURRENT USE........................... CHURCH CONCRETE TO BE INFILLED T :•.- :':••.;.:• ;:• ? : XISTING 6 0 PIPE PROPOSED USE......................... PARISH CENTER CREATE FORMED INVERT TO AT I < •.. ' �' • NOTE '' %s• '�•"• 6104 PENETRATION INTO A VIRGIN STRATA OF SAND AND GRAVEL EXISTING FOOTPRINT............... 8,567 SF LEAST THREE-QUARTERS OF THE 1 •r•:• "" •" ••`2•'%:.': t ----CONCRETE FORKED PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) .• ,. a •, PIPE DIAMETER y < ,•' .:' a• • . TO AT LEAST 3l40F 8 • " THE DIAMETER OF THE LEACHING POOL DETAIL COVERED ENTRY:273SF ' 4'0 PIPE(6.0) N.T.S. GROSS FLOOR AREA................ LOWER LEVEL......................................2,020 SF (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF SECTION VIEW TOTAL...................................................10,528 SF 4'0 SANITARY MANHOLE WITH COVED/FORMED INVERT (SCDHS STANDARD DETAILS) N.T.S. 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 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 SURFACE GRADE PRESSURE APPLIED TO THE SYSTEM. 4. CLASS A CONCRETE SHALL NOT BE PLACED UNDER WATER. THE CONTRACTOR SHALL DEWATER THE -III. N =I I'-I 11=1 11=I i I-I i I-1 11=III=III=I 11=1 I I-I"-" EXCAVATION OR PLACE TYPE G CONCRETE USING APPROPRIATE UNDERWATER PLACEMENT TECHNIQUES. _) I- 19(TYP.) DETECTABLE MARK-OUT TAPE 5. CONCRETE FOR THRUST BLOCKS SHALL NOT BE ALLOWED TO COVER OR INTERFERE WITH JOINT OR II- - COLORED FOR UPPER UTILITY AS RESTRAINT HARDWARE.PLASTIC SHEETING OR BUILDING FELT MAY BE PLACED OVER PIPE OR FITTINGS PER APWA UNIFORM COLOR CODE. TO PREVENT CONCRETE FROM ADHERING TO SURFACES. CONCRETE FOR THRUST BLOCKS SHALL BE DETECTABLE MARK-OUT TAPE POURED AGAINST UNDISTURBED SOIL. COLORED FOR LOWER UTILITY AS 10'LONG SLEEVE(SPLIT 6. FOR BENDS, BEARING AREA SHALL BE PARALLEL TO THE EDGE OF THE FITTING AT THE FITTING MIDPOINT. PER APWA UNIFORM COLOR CODE. POLYETHYLENE PLACED 7. FOR TEES, BEARING AREA SHALL BE PERPENDICULAR TO THE BRANCH (SINGLE LEG) AXIS. REV.PER TOWN COMMENTS DATED 09/11/24 AND ) i'-0" 3 10lD2/24 AM 10'(TYP.) UPPER UTILITY MIK 8. FOR REDUCERS, BEARING AREA SHALL BE PERPENDICULAR TO THE FITTING AXIS. THE MINIMUM SCDHS COMMENTS DATED 10102/24 THICKNESS ALONG THE FITTING AXIS SHALL BE 1'-0" OR THE LENGTH BETWEEN THE BELLS, WHICHEVER 2 07/19/24 AM ISSUED TO TOWN 77777777-77, 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 DD 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"tvIINIMUM SEPARATION 18"SEPARATION WHERE POSSIBLE HEIGHT NO. DATE BY DESCRIPTION ---- 12" - GRADE UPPER UTILITY 10. THRUST BLOCK SIZES AND MINIMUM RESTRAINED LENGTHS SHOWN ON THESE SHEETS ARE BASED GRADE I 8" a' CONCRETE UPON THE FOLLOWING STANDARD CONDITIONS: 1.5 - SAFETY FACTOR CONCRETE (3,000 PSI) 5'-0" - DEPTH OF COVER REVISIONS 200 PSI - WATER SYSTEM TEST PRESSURE CONCRETE 10'LONG SLEEVE(SPLIT 14 PS1 - SOIL BEARING CAPACITY HOUSING(3,000 PSI) POLYETHYLENE -� APPROVED SEWER )PLACED 90 L8/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 AND CENTERED ON THE CROSSING. 12. TO DETERMINE REQUIRED SIZES FOR DIFFERENT CONDITIONS, MULTIPLY THE DIMENSION BY A ti 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. FLOW FLOW FLOW EXAMPLE: FIND THRUST BLOCK DIMENSION FOR 12 NPS 451 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. FORA100 PSI. AREA= 10.1252 X (100/200)-="5.06 SF25 Sf USE WIDTH = 3'-Vi HEIGHT = V-6" (AREA = 5.25 SF) CIVIL ElifFMIZERING 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'i IS FOR USE VTTH BUILDING EXTENSIONICONNECTION, HOLTSV A. SCOPE (631ILLE, NEW 961-0506 YORK 11742 31506 TYPICAL CLEAN-OUT DETAIL THE CONTRACTOR SHALL FURNISH AND INSTALL AN UNDERGROUND MARKING TAPE ALONG ALL SEWER,WATER,GAS,AND ELECTRIC MAINS& MINIMUM RESTRAINED LENGTH OF PIPE (FT-IN) LR www.Ke C!vilEn ineerin .com CONNECTIONS. FITTING 4 NPS 6 NPS 8 NPS 10 NPS 12 NPS 14 NPS 16 NPS 18 NPS 20 NPS 24 NPS y g g N.T.S. B. MATERIALS it 1/40 BEND V-3" 24" 24" Y-O' 3'-6" 4'-O" 4'-6" 54" 51-6. 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 Y20 BEND 1'-3" 2'-O" 2'-6" 31-0. 3'-6" 4'-0" 44" 5'-0" 5'-6" 61-6" 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 34" 4'-0" 5'-3" V-3" 7'-6" 8'-6" 9'-6" 10'-6" WIDTH,MARKED WITH THE WORDS,"CAUTION-SANITARY SEWER","CAUTION-WATER","CAUTION-GAS",AND"CAUTION-ELECTRIC". THE 90° BEND 74" 9'-9" 12'-6" 15'-6" 18'-0" 204" 234" :!5'6" 28'-0" 32'-6" ROMAN CATHOLIC CHURCH OF THE SACRED WARNING SHALL BE REPEATED EVERY 16"-36". DEAD END W-6" 12'-6" 16'-0" 19'-3" 1 23'-0" 1 26'-0" 29'-6" 334" 36'-tr' 1 2'-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. THE 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 450THRUST 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 _t E V ry, PROFESSIONAL ENGINEER IS A �1 VIOLATION OF SECTION 7209, ,r\�PG plLOrr��,� SUB-DM 2,OF THE NEWPORK STATETE EDUCATION LAW CIO �P DRAWING No: uj R IVD NOT 2}. - ALED Z as�5 'vim � O C T 2 8 2024 op o�,a t✓- 7 OF Soutnold Town CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER Planning Board 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 f081558 7 OF 10 YAKey CivMProjects12023123200_JMN Architecture_14300 Main Road_MatbtucklDrawingslKey Civil\23200_2024.10.02_SPP3_SPDES_RPZ.dwg LUMINAIRE SCHEDULE . S tE, FIXTURE FIXTURE MOUNTING COLOR ARRANGEMENT LUMENS SYMBOL QUANTITY LABEL ARRANGEMENT COUNT MANUFACTURER I FIXTURE DESCRIPTION I MOUNTING TYPE HEIGHT LLF TEMPERATURE WATTS TOTAL WATTS OUTPUT TOTAL LUMENS 6 A SINGLE 6 MAXILUME HH4-LED-WDM-30K-18K-900L-WD-HH4-4501-CL-WH-IESNA2002 I CANOPY 17-0" 0.900 3000 K 12 72 800 4800 1 Ilk. Z!j d 00 6 B SINGLE 6 MAXILUME HH4-LED-WDM-30K-18K-900L-WD-HH4-4501-CL-WH-IESNA2002 CANOPY 16-0" 0.900 3000 K 12 72 800 4800 M*iff & 2p 64 pup opka N, _�1 ® Pon to to to to to to k, 2 C SINGLE 2 MAXILUME HH4-LED-WDM-30K-18K-90OL-WD-HH4-4501-CL-WH-IESNA2002 I CANOPY 14'-0" 0.900 3000 K 12 24 800 1600 ..................................*......... r I Ma RUB ven 2 D SINGLE 2 MAXILUME I HH4-LED-WDM-30K-18K-90OL-WD-HH4-4501-CL-WH-IESNA2002 I CANOPY 101-01, 0.900 3000 K 12 24 800 1600 O 1A to t o t.­o ty-11 J, b to to ;z t P)NI A uo or�, 2 E -MOUNTED 16-10" .900 3000K 102 204 9517 19034 vpvIES) WETLANDS SINGLE 2 COOPER RDG-F04-LED-E-U-SL4-HSS-7030 POLE BOUNDARY tT no to to cc A TA no no t Nniry to 01 to `C.0 c 0 to to W t v C? 7, 160 0 t�� 1, t 8 F SINGLE 8 EXISTING POLE-MOUNTED LIGHT 16-0" Soo 3000K 102 816 9517 76136 to to a i =54"Tf"Y to noam-to 1. tA in !A to no 0 p Vn On In IQ mil to too I to V; cc Vv On no to *A V, tizn Vt V, TA On TA ttoo 1t.o A to iisn ItoQ ttoo ttoo tto0 o i 0P0, I; to 1z to 1 2 1000 20005 12'-0' 900 3000K-7 2 G ­0 R.P.Z. E P ♦ 1ek t Vpv D I✓P Q - MapdataC2024 Terms Reporamape ror UD 6 H SINGLE 6 EXISTING DECORATIVE BUILDING WALLPACK 16'-0" 0.900 3000 K 8 48 530 3180t El d VICINITY MAP 1 as TOTAL 396 113150 N.T.S.`C r',77 In 1.1 to V ' I to to to to to no to on to to TA V, i o is L, Q !A t. I o c C 1.0 a 'ka *C.Q I Q I.Q t. Q t." L Q ".Q to to to to s, IF 1, in to to to ­ to IQ In IQ no in to V, As On 1,o is '" to In A I n I a t A t A to t A to I; to t PROJECT DATA SITE LIGHTING NOTES L., to to !A n .1 to to In to to to V2 to IQ t q to to t I t CALCULATION SUMMARY APPLICANT/OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART to to In to to V-, On to to tphlyn to Cc in to On in in On 27835 MAIN ROAD G -1)FOR ADDITIONAL NOTES. to to to A 1 in A IA to to to to I I t.(" c P, I L I KA,1,A t A t T t t�-vv* 7) to t A I I t 2 t z t 1 A In in to to to Vy * C t.n 1. REFER TO SITE PLAN(SHEET C LABEL CALC TYPE UNITS AVG MAX MIN AVG/P'IN MAX/MIN MI P.O.BOX N6 CUTCHOGUE,NY 11935 to to cc t. To 1A 11 1. Vi t.I I! to Ll In _zziE�F to in In A I.; lo to is to t t a On VA to 2. NO REVISIONS,ALTERNATES,OR SUBSTITUTIONS TO THE CONTRACT DOCUMENTS ARE ALLOWED WITHOUT PRIOR OVERALL SITE ILLUMINANCE Fc 0.29 12.3 0.0 NIA N/A 42.4 16 � 7- TAX MAP NUMBER..................... Dist,1000,Sect.1 14,Block 11,Lot 1 CC) 0 WRITTEN APPROVAL FROM THE ENGINEER. 6/p�— —. 1.4 !CA n 1, G 1, 1 , to t 1, to to to No cc to to I T.& I.1 4 PROPOSED PARISH CENTER AREA ILLUMINANCE Fc 1 0.96 12.3 0.0 N/A N/A 128 SITE AREA.................................. 242,298.52 SF(5.5624 Acres) H 3. ILLUMINATION LEVELS SHOWN IN FOOT-CANDLES. Q t 1 1 C to c; t n t o to to cc cc 'A 10 to 02 VB AA I- It No !A JA IA AA !A 1, To VO 14 40 1 t.0 to in t/ 11 CURRENT ZONING......... RESIDENTIAL R-0&RESIDENTIAL OFFICE(RO) zzzz� "' •G to t, 1, In 11 1, 1, IA IA "I !A KI Ip n, n, 11 \�,J.4 I to, I "RA I in in to to t , to 4. ILLUMINATION LEVELS ON THIS PLAN HAVE BEEN CALCULATED FOR PROPOSED SITE AREA LIGHTS ONLY.ACTUAL PRRPENED ERHto to to in In I to to I—, to TA to t ILLUMINATION LEVELS IN THE FIELD MAY DIFFER FROM THOSE DEPICTED ON THE PLAN DUE TO INTERFERENCEto to to toto d to to to L7 in IA IA IA IA 1.t in V, It 1A 1� !a To 'A V, to in A !A to to tj tA 13 A in On In t I IQ FROM EXISTINGIAMBIENT LIGHTING WHOSE ILLUMINATION LEVELS ARE NOT REFLECTED ON THIS PLAN. SITE LIGHTING CALCULATIONSOOS USE......................... PARISH CENTER EXISTING FOOTPRINT............... 8,567 SF ".1 OVA to In in 031" 5� no CA VA to A to to t a 11" 5, REFER TO ARCHITECTURAL PLANS FOR DECORATIVE BUILDING MOUNTED LIGHTS AND BUILDING CANOPY LIGHTS. to to to I "to t. A no to I, tA 1. cc to V7 V, t.n to to On Vo in 1� V. TOTAL ALLOWABLE LUMENS OUTPUT PER ACRE:25,000 LUMENS PER ACRE PER§172-5C(2). PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) t , ) 1 .1 S. In to t a 1, 6. LIGHT CIRCUITRY PLAN PREPARED BY OTHERS. TOTAL LUMENS CRES TO BE ILLUMINATED=4.60 ACRES COVERED ENTRY 273 SF It.n to to I, It, no to 1, to to to to to to to to On in to "'.A i I ". t .!-. 1 *1. t" 1 01 to to to to t a -4 cc to 1. v t� -1� Ii1w/ 25§00 LU M EN S x 4AO ACRES=115 100 LUMENS ALLOWABLE GROSS FLOOR AREA....... LOWER LEVEL..............2120 SF to V1 to no Q to to to to t 1.4 ZE, + - SITE PLAN REVIEW: LIGHTING PLAN TOTAL LUMENS OUTPUT=113,150 LUMENS (WITH AREA BREAKDOWN) ENTRY LEVEL...............81,N5OM8 S F .7 L C t 7. EXISTING AREA LIGHT SPECIFICATIONS WERE OBTAINED FROM PHASE 1 to to to I, t: cc to to to to No t.c I& t. O� to to to to to t �A to to PREPARED BY SIDNEY B.BOWNE&SONS,LLP,DATED DECEMBER 1,2010(REVISION 11). TOTAL...................................................10,528 SF R.D THE TOTAL LUMENS OUTPUT IS LESS THAN THE TOTAL ALLOWABLE LUMENS OUTPUT, to ha To *0 t 10A to to to to to to to tA cc to Q t V1 to to 0 1. to Is to v 7 a 7 A E to in 7 1 a in to 1 1 t THEREFORE THE SITE LIGHTING IS SUFFICIENT. HESE 8. ILLUMINATION LEVELS SHOWN ON THIS PLAN WERE CALCULATED USING AG132 PHOTOMETRIC SOFTWARE. C3 cc .�: *, WT 0, V, to 1A to to vi co 7 xn�, t ; vvmv Or in to to cc To cc to cc to On cc to ZA It 0 VA t" to to to t� I- !"tt H 9. NOTE:ALL LIGHTING TO BE SET ON PHOTOCELL SENSOR TIMERS, WHERE LIGHTS WILL BE TURNED ON 1 HOUR _j of< to to to t a !a to ox RM.c t to In to to to t.0, to to to to to to to tj to to in t.n t : ED. Q to to t.,, t. I.1 to I AFTER DUSK UNTIL 10 PM 7CfMj Cis 0 to t Vc In t_ In A 1 Vc !a t MH I t *A to to to b no cc to to to cc cc to to to to Cc I o 1, cc in to !A V, M t CHEDUL 'I ; ­ A T *0. UVA 1 to to 3 in cc to cc Cc to to to no cc In to to to in to tA in I. I + o j SEE LUMlNAlRE S� ONCRETE FOUNDATION L�± FOR NUMBER AND MIN.DIAMETER'C' U7 to to to 1, t to cc Cc to to to to to to Vu tA to to to to in OA 1.4 in 01 + to `C. -i in 1.� V2 1 a t to to 0 t CONFIGURATION OF FIXTURES A in to to A to tA A to we to to to to to cc to in to to Vo 1 to V, It I- I� ig Yi n.C' II, to to t e to c, to 11 LIT !a 1% 1.4 Ld 3"CLEAR MOUNTING ti i. COVER(TYP.) + 4 In "I ASSUMED POLE OA tx v A t "o tu to cc cc On cc Cc cc to tA v in to t A y4n cc to to LIGHTING MANUFACTURER WIDTH('B') 00 + + - .., . ::..­­, .; ... ,. to EVA 'a to no to a no in to to to cc to to To to to to in t 1 "A to 'o oz t. 10 t LIGHT POLE(ALUMINUM)BY Cc to to to in !A to 0 To to to to to n On L. !A N 2 *2.t 'c. 0 to to to Lr, 4 to of"Ito 0 cc to IQ cc me vo to to to LIGHTING MANUFACTURER EC to tat to 'j. cc, 1. to to cc to La cc to to to in to VA to It 1, !a A On to to " to 0, Ix 0 Ve TA 1A t UOJ EINFORCING TIE E' wl 1! .1 F to I to I to t. t a I Q to 0" in I, to cc to in to to t- L to to he A to in 10 TA 1A IQ A to t C 1; o ­7 Ff VERTICAL REINFORCEMENT BAR'F' CANOPY/SOFFIT LUMINAIRE I to +. T j or to to to I to K. 1 A to TA -I, i to t il � Q to �jo t A t n VA I I I I t A I I 11 in t y., I\ 0 E? < I MANUFACTURER: MAXILUME —t o—v I L`_A to to to 12 A HANDHOLE WITH COVER to to An to NO to Zo L_.." * 3 1 j—±_—xj i to t a t � in t MODEL: HH4-LED 41 K; cc to I i `C. n 4.- to t Q ELECTRIC CONDUIT SECTION VIEW LABEL: A,B,C,&D C; . T V, t to to to !:-I to 1 in in COLOR: BRONZE t.0, t-5 t.,, 'A to tA Ov to in I.r—* t t 2 A STUB UP MINIMUM V-0" 3 10l02l24 AM REV,PER TOWN COMMENTS DATED 11/24 AND to to to to to t" 1 .6 t.2 .QI t.C 1C.0 t.1 1 , 14 V, +o to On Lo to On IQ 01 In &A On In LA 1 LA to to t % Qo ANCHOR BOLTS AND BASE PLATE-\ DHS COMMENTS DATED 10/02/24 No I./ BY LIGHTING MANUFACTURER 2 07/19/24 AM ISSUED TO TOWN 'A CA tA -0 to to tj to to !A I I + X MIN to to t.I I-, I. + I to to to 'to to ty A A I A 10 1, to a HIGH-STRENGT > 8'MAX IN LANDSCAPE AREAS 1 05114/24 DO REV PER CLIENT COMMENTS + t.o t.0 L t NON-SHRINK GROUT to to to 10A ul e a %bole !A to to ho t , t , t C 065, A, x. ;A 'A 0 V­ to to to he to to L, to V Cj Cox CURB(SEE SITE PLA 'CHAMFER(TYP (WHEN LOCATED IN PAVED J� T_-.3 > + + + AREA,PROVIDE YMIN AND PAINT NO. DATE BY DESCRIPTION 1., 1.� ­', I t�� ,. L o 10D .0 iollys. CA LAW 1 A to to t o t.c to V, A if to FORL W) t OCATIO CONCRETE BASE YELLOO to to to LEa to t.n to A no to n o t A T --t t Q to In to to 2'MIN, REVISIONS 4 to t to t w to to in DE FINISHED GRA + /Z t 1.0 1 C, I a to it to A to to To 0K�\�,ON too x- to to Cc 'A B IN. B A, * 1 to to 1. !A VA to On i.n I, t t. to to t to to U A 4 o to t a, I a to to t n, t t toYW t1v to to to On to t t % no in to to t C 0 to 1 PROPOSED SINGLE-STORY PARISH t_: i. V� v-j in to .nEot 1C. to I In Cc cc 1a; In to Or to ca To to to ty M FOR PRECAST FOUNDATIONS.SUITABLE UD ED BACKFILL MATERIALS SHALL BE CENTER WITH PARTIAL CELLAR M), �,4 i , t.: i. t. to Q&Z to to to to to If :t to to I. t.o to In to A taR CELLAR:2A20 SF COMPACTED TO 95%OPTIMUM DRY C PROCTOR DENSITY IN 9"LOOSE LIFTS FIRST FLOOR:%508 SF t '.1 !A to to h a c In.C Elo t. t.ce I i, t A z in t.o to to IQ to to K u7j COVERED ENTRY:273 SF CIVIL EENGIPJEERING A V. to t Q I T c o 1. t. G.,^ t.P, t. I,, to to 1A I o j. to c, to q to EL. Mn 664 BLUE POINT ROAD, UNIT B 97 Uj 4 to to .r, KA n to to in t o t Z HOLTSVILLE, NEW YORK 11742 �c _n to 0 9 "-(I \. L, to I T,A I,A iA In 11 TA to tj tj to to to to in is to to 0' to t to to to AUGERED OR FORMED CAST-IN-PLACE OR uA Go to to t A `C C N.I to ol C �.C_No _t_` (6313 961-0506 G---G .-G- U.) PRECAST CONCRETE PIER FOUNDATION POLE MOUNTED LUMINAIRE www.KeyC!v![Engineering.com 'a o t.,, 0 1 REINFORCING -ENTRAINED CONCRETE) to to 0 no c C C a o no On to Ow (4 000 PSI AIR of LVAS 2 110 090 —_ — — K 00 TIE SPACING'E MANUFACTURER: COOPER LIGHTING SOLUTIONS in ".c t.(, t.c to cc t C to a to to cc cc to to to no to to 1� 1, in --r7 0 to t®r L q t Ic 0 t.o L", i.r, 401 . - u,c0 MODEL: RDG RIDGEVIEW PROJECT NAME n 0 to F � V toC A*to 1. 0 � t 4o t.0 to t A to I COLOR B RONZEIc 1 to to t.0 Cc LABEL: E 7 NOTE ROMAN CATHOLIC CHURCH OF THE SACRED o ht to to t to , c - Ato VERTICAL SEE LIGHT POLE FOUNDATION SCHEDULE 0 REINFORCEMENT BAR FOR ADDITIONAL INFORMATION. HEART PROPOSED PARISH CENTER to tz!to to to Ion to to t A I o 10 to toGia in 4CG0!,_t.�-� t,?--LCGD 1., cc no 30 cc to 1. 1 to to to to t t to I I, t. 14300 MAIN ROAD to To a 'a I, . t A to t x MATTITUCK, NY 11952 to to I, to to to 1, to to Cc to to I, In Qp ED gym, to tjo to c to TA To in I to 0 3'CLEAR COVER I[TYP) T7 to to Tn U to to to to to Via ,A !A to IQ& to to to cc cc t4l"T 411RA to To A *.r Itat A to GENERAL FOUNDATION NOTES TOWN OF SOUTHOLD, COUNTY OF SUFFOLK 0 100 0 - 1. STRUCTURAL CONCRETE AND CONCRETING PRACTICES SHALL CONFORM WITH ACI-318, 'BUILDING CODE DIST: 1000, SECT.: 114, BLOCK: 11, LOT: 1 N.. ta 60, Ic !A to to cc Is cc In to to IQ no to to In cc to to to 1-, t. tA On To to tA L­ I to he to In A to to in to t tk to to L FOUNDATION DIAMETER'C') REQUIREMENTS FOR STRUCTURAL CONCRETE." DETAILS SHALL BE IN ACCORDANCE WITH ACI-315,"MANUAL OF to t Q to to to to to we cc to cc to to to to On Ve VA !a 1,� no L T t in L�n no 1.11, to ltd to to ts t . to to STANDARD PRACTICE: DETAILS AND DETAILING OF CONCRETE REINFORCEMENT." FORMWORK SHALL CONFORM DRAWING TITLE RU WD to do WELL COMPACTE WITH AC1-347, 'GUIDE TO FORMWORK FOR CONCRETE," UNLESS OTHERWISE NOTED ON THE CONTRACT _1A i).c 'j.C t A to cc to Ila Cc no to in to to An no in On t. t_ To to Vo I, to VA 10 to in .5 On, it.c A cc t t , tA to I SUBGRADE DOCUMENTS. < P= A to !A in T� On n, to to to 12 01 V1 to to to to tj t to to to ELEVATION VIEW 2. CONCRETE SHALL BE NORMAL WEIGHT STONE AGGREGATE WITH A MINIMUM COMPRESSIVE STRENGTH OF 4,000 C-4 CA C.Q So t., t'.,, No t.0 i.(.ED�j.Q, n r, to i'a Ld PSI AT 28 DAYS. ALL DESIGN MIXES SHALL BE PROPORTIONED IN ACCORDANCE TO SECTION 5.3,-PROPORTIONING I < 1 A tO to ta C A ­o to SITE LIGHTING PLAN ax 3:; . 11A to cc to 00 IQ to to to tA 1 to tA !A Ow to to To KA OQWtA KC to 10 to to to t 0 Do t. NIQrs TYPICAL LIGHT POLE FOUNDATION DETAIL ON THE BASIS OF FIELD EXPERIENCE AND/OR TRIAL MIXTURES"OF ACI-318. THE WATER-CEMENT RATIO FOR THE EET a 0, 0 0 PROPOSED MIX DESIGN SHALL ACHIEVE AN AVERAGE 28-DAY STRENGTH OF 1,200 PSI GREATER THAN THE 10. co PC 0.0 Go to to to In to !.c i. to 1 t . to to I N.T.S.to 0 to to cc t , C I t�o in To t. V, I; CA to Q to to is to to is to j REQUIRED STRENGTH ON LABORATORY TEST RESULTS. ALL DESIGN MIXES INCLUDING HISTORICAL TEST RESULTS L;j =) SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW. V) a- t Avo cc to to to On On (DA t 0 is 1.n no 1� in On to to to in to to to `C.c IQ co o t.Q t.0 t. DATE: 05132024 _Q L 0 to to to to t to 1 ED is On �q , t.A TOLERANCE OF V. to to to IQ To !A"AA V, to TA Tx to QA to to A to to to V c Cot 1 � lo L", 3. CONCRETE SHALL HAVE A SLUMP NO GREATER THAN 4"TO WITHIN A TOLE to L SAW T, to to to to V, 61 SCALE: 1"=20' 111ft W. to TA to to cc to to to t - to to T q to in In to 4. EXPOSED CONCRETE SHALL BE AIR ENTRAINED,6%(WITHIN 1%TOLERANCE),CONFORMING TO ASTM C 260. D nO1v or formerly t a t A to to to to cc is to 11, . I * 1 +1 .1 ''o o j." I.:; ., � 1.o u.o OU910s Housler i am DESIGN CRITERIA PROJECT NUMBER: 23200 tknOw or fcy to to to t., t , t-o N891- t a to 5. CONCRETE SHALL BE CONSOLIDATED IN PLACE USING AN INTERNAL VIBRATOR. AndreO HOLIWer or rMerly I SUBGRADE MINIMUM ALLOWABLE BEARING PRESSURE 3,000 PSF(ASSUMED) fir. i.c tEI I r to C 10 1 r, +, Q no `C.C I alft a) L_ to en tj to to to to t " V, 1� A t- no In va to 2 75 to to to Ella, to to to to t.Q, DRAWING BY: AM E 0 t A !,.c �Pornsdrf :45' to t" 6. REINFORCING STEEL BARS SHALL BE BILLET STEEL CONFORMING TO ASTM A 615,GRADE 60. ALL REINFORCEMENT 1, to cc I SOIL FRICTION ANGLE=30 DEG(ASSUMED) SHALL BE SECURELY HELD IN PLACE WHILE PLACING CONCRETE. IF REQUIRED,ADDITIONAL BARS OR STIRRUPS `2 0 1,� to in t 0 *V t b. To * (D TAX LOT' 27 to to to to On to to vo t­ i t1low t , *y t. SHALL BE PROVIDED BY THE CONTRACTOR TO FURNISH SUPPORT FOR ALL BARS. BAR SUPPORTS IN CONTACT CHECKED BY: MP USE: RESIDEp4CE Or form SOIL DRY UNIT WEIGHT=110 PCF(ASSUMED) WITH EXPOSED SURFACES SHALL BE PLASTIC TIPPED. ALL ACCESSORIES SHALL BE GALVANIZED. RECEIVED to to I to : ely 'A to in in No to I( 't.-, Pow­oo�,.or ta no no to to to A to to t. 0 -r- to to to I, A 06 1i 1 OrM erly APPROVED BY: MP ZONC.-R-40 D PUBLIC WATER USE, LOO 28 0" 0sto Z&V 0 to to Un to nc no BASIC WIND SPEED 130 MPH 7. ALL SPLICES OF REINFORCING BARS NOT INDICATED ARE TO BELTS AS PER THE REINFORCING SPLICE SCHEDULE ME RE DE I to to KA to VA no A in 0, tg in in A to LA to V, to n OR 40 BAR DIAMETERS. DISCONTINUOUS ENDS OF CONTINUOUS BARS SHALL BE STANDARD HOOKS. ALTERATION OR ADDITION TO THIS 0 0 1 OCT 2 9 2024 C -1 ZONE. AL co"Qp no cc to A tc to to L c SEAL&SIGNATURE: DOCUMENT EXCEPT BY A LICENSED PUBJ -40 'rAX LOT, PROFESSIONAL ENGINEER IS A * US�E;, RESIQ in :129 V­ tA n, I N i.,', to IXAXN-LO�a ___S-ou-t-h-o-I d7o_wn NEW VIOLATION OF SECTION 7N9, USE. RE : 30 8. SHOP DRAWINGS OF REINFORCING TO BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION WATER TIAIL ZONE; c cc, 1270hje,��Y'�N% to to IQ - Q t A On to Or SUB-DIVISION 2.OF THE NEWYORK PUBLIC WATER jo LIGHT POLE FOUNDATION SCHEDULE AND ORDERING OF MATERIAL. SHOP DRAWINGS SHALL SHOW ALL REINFORCEMENTS, SPLICE LENGTHS, BAR Nanning Board A STATE EDUCATION LAW YORK I I LENGTHS,BEND SCHEDULES,AND CONCRETE DIMENSIONS. REINFORCING LAYERS SHALL BE SHOWN SEPARATELY WATER to Vc I. to to to MAXIMUM HEIGHT ABOVE GRADEW 16'-0"MAX ON SHOP DRAWINGS. co DRAWING No: cc ASSUMED AVERAGE POLE DIAMETER WIDTH'B' I(SQUARE ALUMINUM) I CONCRETE FIELD TESTS SHALL BE PERFORMED AS REQUIRED BY GOVERNING CODES BY A QUALIFIED k U.11 INDEPENDENT INSPECTION FIRM. TESTS SHALL NOT BE TAKEN LESS THAN ONCE A DAY OR LESS THAN ONCE PER LUU NOT ACED MAXIMUM NUMBER OF FIXTURES SINGLE GRAPHIC SCALE 150 CUBIC YARDS OF CONCRETE. NO LESS THAN 6 TEST CYLINDERS ARE TO BE TAKEN TO OBTAIN 7-DAY AND 0 fi MINIMUM FOUNDATION DIAMETER'C' 2-01 28-DAY AVERAGE COMPRESSIVE STRENGTHS. 40 0 20 40 so 160 17 w MINIMUM FOUNDATION DEPTH'D' 64" 10. IF CAVING OF DRILLED HOLES ARE ENCOUNTERED, CONTRACTOR SHALL PROVIDE BENTONITE SLURRY IN ii"..71V W. C-8 , y"'. PERMANENT CASINGS FOR DRILLED CONCRETE PIER FOUNDATIONS. r: REINFORCING TIES'E' #3 TIE AT 12"O.C. Know what's below. IN FEET VERTICAL HOOKED REINFORCEMENT'F' (6)#6 BARS EQUALLY SPACED 11. CONCRETE SHALL ATTAIN 80% OF THE DESIGN STRENGTH OR CURE FOR A MINIMUM OF 7-DAYS PRIOR TO THE Call before you dig. INSTALLATION OF THE LIGHT POLES OR ALL LIGHT POLES ARE TO BE SUITABLY BRACED AGAINST WIND LOADS, 1 inch = 40 ft. ADD 3 TIES,1-1/2"C-C,AT TOP OF THE FOUNDATION EARTH PRESSURE,AND CONSTRUCTION LOADS DURING THE ABOVE MENTIONED TIMEFRAME. 1-800-272-4480 % MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER PMU% 8 CT 10 Y:\Key Civl\Projects0230200jMN Architecture._14300 Main Road_MatttuWDrawings\Key Civil\23200.-2024.10.02-_SPP3_�SPDES_RPZ.dwg ; : ' : SOIL EROSION & SEDIMENT CONTROL NOTES: -, S 5 i � EXISTING PAVEMENT 2^ 1. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. ,;, 01 �i 11 I,1 0 50'MIN. 118"0 STEEL WIRE `z� ��,, s 3' `v I I I I I I 1 2. THE STORMWATER POLLUTION PREVENTION PRACTICES PROPOSED HEREON HAVE BEEN IDENTIFIED AS THE MINIMUM s- L)', c- � ? S/ RECOMMENDED PRACTICES_ LL - . ADDITIONAL STORMWATER MANAGEMENT FACILITIES OR PRACTICES SHALL BE INSTALLED _ �/ �� '', __, -'�� �_ n 1� STAPLES(2 PER 8'MIN TO COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AND PREVENT THE INCIDENTAL DISCHARGE OF SILT-LADEN J� >+� � cat. -W C� ,�� MOUNTABLE BERM STAPLE DETAIL BALE,TYP.) _ RUNOFF FROM EXITING THE S•.TE. CONTRACTOR TO NOTIFY IN WRITING AND CONSULT WITH THE ENGINEER OF RECORD �'ly, �"<" QII'•� W^_ -� _ G� EXISTING GROUND FILTER CLOTH B - B ro i?;�' -`J''� L UNDER STONE PROFILE (OPTIONAL) IF ADDITIONAL MEASURES ARE REQUIRED OR IF THERE fS EVIDENCE IND GATING POTENTIAL OR REALIZED IMPACTS ON / (\1 's' : . a Lm ;,: 10 MIL PLASTIC - 10 MIL PLASTIC LINING z WATER QUALITY DUE TO ANY STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. ��0 0..,"� _,..;; ,_:vt -_W�-' ``"'J- E� Ors.�°�� - LINING BINDING � ,, 1p - . " `. {. :::;W�- !�._j0' 50'M N. Z WIRE cO 3. NOTHING IN THIS STORMWATER POLLUTION PREVENTION PLAN'S DRAWINGS OR ANY ASSOCIATED REPORTS RELIEVES I',- 260 � rrat��3 - �� ----f� "� ors -- N - - f'.. �- �_- N THE CONTRACTOR OR OWNERIOPERATOR FROM OBTA,NING ANY OTHER PERMITS REQUIRED BY LAW OR COMPLIANCE11 \i :': P mw .---W r1'' STRAW BALE ; .. , :F; -'-"''� (,"4Y-✓�- R L:) _--'� N E - Z WITH TAKING ALL REASONABLE STEPS TO MINIMIZE OR PREVENT ANY DISCHARGE IN VIOLATION OF NYS DEC OR WHICH " �DEI` " U ., ---�.- E' t n 'O9_ NATIVE MATERIAL OR CONCRETE - - �� lg6 11 om Qf mw- .•;;m;; < --� or G$- EXISTING GROUND HAS A REASONABLE LIKELIHOOD OF ADVERSELY AFFECTING HUMAN HEALTH OR THE ENVIRONMENT. /� ' -� �� --_ --�_" i f' (IF EXCAVATED, BLOCK{TYP.) I i I I I i I 1 /'4`4p,'""a ;'€€ `- --'`� _______�___ - `_ 2V:1H MAX SLOPE ',. _,,.III *` - --��� 1_!�"s$, . ,A„---`- o f 1: �� z I- 12'M'N. ? w ) WOOD OR METAL STAKES 4. CONTRACTOR SHALL BE FAMILIAR WITH THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND -_ ---- - 0__ 1�2g 50 E.__-- - w I i N - u) SECTION B-B (2 PER BALE) PLAN SEDIMENT CONTROL ("BLUE BOOK") DATED NOVEMBER 2016, ANY REPORTS PREPARED SPECIFICALLY FOR THIS jI � fft9f j# . I. 7 _ m �� x PROJECT,AND THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION FOR - , I �`���` Lu a CONCRETE AND GROUT WASTE MANAGEMENT: STORMWATER DISCHARGE. Y rd --: H7 48 .�' EXPOSE 6"OF FILTER CLOTH 1. ALL WASH OFF AND NON-SOLID CONCRETE AND GROUT WASTE MUST BE CONTAINED IN AN EXCAVATED OR ABOVE �tig+dJ3l10 OZGROUND LINED CONSTRUCTED PIT. .� �YJ\pTHVARIF-SI WETLANDS ,��",--5,11i,� ' �� 00 0 I I ALONG BOTH SIDES o 2. THIS FACILITY WILL RECEIVE ALL WA H WATER FR M TH LEANI F T M P E IB 5. EROSION CONTROL MEASURES TO PREVENT THE INCIDENTAL DISCHARGE OF SILT-LADEN RUNOFF FROM EXITING THE 5 BOUNDARY Jam--- '� Q I it PLAN VIEW S 0 E C NG 0 CHU ES, IXERS, HO P RS,V RATORS, SITE SHALL, AT A MINIMUM, CONFORM TO THE NYS STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT ro ' PLACING EQUIPMENT, TROWELS, AND SCREEDS. UNDER NO CIRCUMSTANCES WILL WASH WATER FROM THESE r �i CONTROL UNLESS ADDITIONAL MEASURES ARE NOTED OR REQUIRED BY THE ENGINEER OF RECORD. s * is s I I �I (I OPERATIONS BE ALLOWED TO INFILTRATE INTO THE SOIL OR ENTER SURFACE WATERS OR STOMWATER * f - -.'�` . t, \ I I MANAGEMENT FACILITIES. ''fi, '` s" �`` 7=x 11 *_ Q '' STABILIZED CONSTRUCTION ACCESS NOTES: 6. IT SHALL NOT BE A DEFENSE FOR A CONTRACTOR OR AN OWNER/OPERATOR IN AN ENFORCEMENT ACTION THAT IT � i 3. CAPACITY-SIZE FACILITY TO CONTAIN SOLIDS,WASH WATER,AND RAINFALL. WASH WATER SHALL BE ESTIMATED $� o \ 1. STONE SIZE-USE 1-4 INCH STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. WOULD HAVE BEEN NECESSARY TO HALT OR REDUCE THE CONSTRUCTION ACTIVITY IN ORDER TO MAINTAIN � Ca m ;, ,.T-71 -._.� 'I , .. BASED ON THE EXPECTED FREQUENCY OF CONCRETE POURS AT 1 CUBIC FOOT PER CHUTE AND 7 CUBIC FEET PER c ,•,j,1 .,, 2. LENGTH - NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH COMPLIANCE WITH THE NYS DEC STORMWATER DISCHARGE REQUIREMENTS OR IMPLEMENT EROSION AND SEDIMENT /' `:. •.... M,•._Iz `�E / ` I I�' 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 +r '', !f 4. LOCATION-L CATE FA ILITY R A Y T A A I P I A I �`? C. M. \ 0 C FO CCESS B RUCKS ND AS FAR S POSS BLE FRO DRA N GE SWALES STORM µ: 0 I-J 3. THICKNESS-NOT LESS THAN SIX(6)INCHES. IDENTIFIED DURING SITE INSPECTIONS IN ORDER TO MAINTAIN EFFECTIVENESS OF CONTROL MEASURES. 11. " `� ':, ::., t".-- 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 .,�s \ ( ) "- Map dataCc72024 Terms Report a map error O ` E�` _ �- i OCCURS.TWENTY-FOUR(24)FOOT IF SINGLE ENTRANCE TO SITE. AWAY FROM SUCH. PREVENT SURFACE RUNOFF FROM ENTERING THE STRUCTURE. 51GNS SHALL BE PLACED TO 7• THE COSTS OF INSTALLING AND MAINTAINING THE EROSION CONTROL MEASURES SHALL BE DEEMED INCLUDED IN THE 17 ` ` _ -� � � _ 5. GEOTEXTILE-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. DIRECT DRIVERS TO THE FACILITY AFTER THEIR LOAD IS DISCHARGED. PRICE BID FOR THE SITE WORK. Oy -'� -� `" I oar. s. 5. LINER-PLASTIC SHEETING WITH A MINIMUM THICKNESS OF 10 MILS WITH NO HOLES OR TEARS, AND ANCHORED ___- i 1 Q I I❑ eon 6. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ACCESS SHALL BE PIPED VICINITY MAP to � ` Ors � s•` = ! ` 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. I0 i i �' `` J i § I ' ( �__ 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR STRUCTURAL APPURTENANCE. SEQUENCE. t ` 6. PRE-FABRICATED WASHOUTS MAY BE USED IF THEY ENSURE THE CAPTURE AND CONTAINMENT OF THE WASTE I I I I ` 0• I FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY,ALL SEDIMENT SPILLED, DROPPED,WASHED OR TRACKED I I I I "'� �'�1 r u, •- / _� - s S 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 ?� EXISTING 4 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AVD WHICH DRAINS INTO AN 7• MAINTENANCE: RECOMMENDATIONS AND REQUIREMENTS. g O !'' 7.1. ALL CONCRETE WASHOUT FACILITIES SHALL BE INSPECTED DAILY, DAMAGED OR LEAKING FACILITIES SHALL BE APPLICANT/OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART APPROVED SEDIMENT TRAPPING DEVICE. 27835 MAIN ROAD \ � ONE STORY s 0' ! 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAN. DEACTIVATED AND REPAIRED OR REPLACED IMMEDIATELY. EXCESS RAINWATER THAT HAS ACCUMULATED 10. CONTRACTOR SHALL INSPECT THE EROSION AND SEDIMENT CONTROL PRACTICE ' AND POLLUTION PREVENTION BIAS. CHURCH I ® O OVER HARDENED CONCRETE SHOULD BE PUMPED TO A STABILIZED AREA,SUCH AS A GRASS FILTER STRIP. P.O.BOX 926 O 10. CONTRACTOR TO ENSURE THAT THE TRACKING PREVENTION REMAINS EFFECTIVE DURING ALL CONSTRUCTION MEASURES BEING IMPLEMENTED AFTER EACH RAINFALL EVENT AND DAILY WITHIN THE ACTIVE WORK AREA TO ENSURE M ` I I 13 ^1 \ I ;I14300 s PHASES. 7.2. ACCUMULATED HARDENED MATERIAL SHALL BE REMOVED WHEN 75%OF THE STORAGE CAPACITY OF THE THAT THEY ARE BEING MAINTAINED IN EFFECTIVE OPERATING CONDITION AT ALL TIMES. INSPECTION OF ALL CUTCHOGUE,NY 11935 y , ' I I I OUR LADY OF GOOD 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 MINIMUM. IF DEFICIENCIES ARE IDENTIFIED,THE CONTRACTOR TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 11,Lot 1 ' �t i � I I �^ Rg" COUNSEL R.C. CHURCH' PROPERLY DISPOSED OF OFF SITE. I I I - - ` -..--..-1 � F / 12. CONTRACTOR TO RELOCATE TRACKING PADS AS NECESSARY. SHALL BEGIN IMPLEMENTING CORRECTIVE ACTIONS WITHIN ONE BUSINESS DAY AND SHALL COMPLETE THE CORRECTIVE SITE AREA.................................. 242,298.52 SF 5 5624 Acres 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 TIt.1E FRAME. ( ' ) _�_ _ _ _ +I �� . I �� ' DISPOSAL MAY BE ALLOWED IF THIS HAS BEEN APPROVED AND ACCEPTED AS PART OF THE PROJECTS SWPPP. CURRENT ZONING..................... RESIDENTIAL R 40&RESIDENTIAL OFFICE(RO) >_ ` _ _ - t. IN THAT CASE,THE MATERIAL SHOULD BE RECYCLED AS SPECIFIED,OR BURIED AND COVERED WITH A MINIMUM 21 11. CONTRACTOR SHALL REMOVE ANY SILT FROM SOIL EROSION AND SEDIMENT CONTROL MEASURES WHEN IT REACHES ( " --__ ; OF 2 FEET OF CLEAN COMPACTED EARTHFILL THAT IS PERMANENTLY STABILIZED TO PREVENT EROSION. CURRENT USE........................... CHURCH p I I t �, �� \ 1E .s - __-r_. - (112)ONE-HALF CAPACITY UNLESS OTHERWISE NOTED OR AS DIRECTED BY THE ENGINEER.THE MATERIAL SHOULD BE N m A I I __._R_� 2. STABILIZED CONSTRUCTION ACCESS 7.4. THE PLASTIC LINER SHALL BE REPLACED WITH EACH CLEANING OF THE WASHOUT FACILITY. INCORPORATED INTO THE SITE IN A STABILIZED MANNER. PROPOSED USE......................... PARISH CENTER F-`u x Q I I I } I N.T.S. 7.5. INSPECT THE PROJECT SITE FREQUENTLY TO ENSURE THAT NO CONCRETE DISCHARGES ARE TAKING PLACE IN O U 0 ( m i 0 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 X,m ..U 1 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) Q z m �� ! 'Q4 b CONCRETE AND GROUT WASTE MANAGEMENT STABILIZED WITH GEOTEXTILE FABRIC AND MAINTAINED ACCORDING TO BEST PRACTICES. COVERED ENTRY:273 SF ~� N a I I I I I I I ��"J .1.� I N.T.S. GROSS FLOOR AREA................ LOWER LEVEL......................................2,020 SF 13. CONTINUE INSPECTION AND REPAIR OF STORMWATER POLLUTION PREVENTION MEASURES UNTIL THE COMPLETION OF APPROXIN44TE LOCATION OF I I I X (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF I I PROPOSED INLET C CONSTRUCTION AND PERMANENT STABILIZATION IS ACHIEVED. _ '---._--_.. - . TOTAL...................................................10,528 SF �- PROPOSED CONSTRUCTION FENCE PROTECTION(TYP.) 3___ ' AROUND PROPOSED WORK AREA - - I � ^' '---_ INLET PROTECTION TYPES AND USES 14. REMOVE EROSION CONTROL MEASURES,SILT,AND DEBRIS UPON ESTABLISHMENT OF PERMANENT STABILIZED COVER (SHOWN OFFSET FOR CLARITY) I I I L , W `=' I , Q I �^� �c OF ALL UPSTREAM/TRIBUTARY AREAS. 4 �� �: I I I " x TYPE EXAMPLE USAGE NOTES 15. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE, ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF L ( � I ` r I'` a L_ � I I I I " --.----.- I 3 IN ACCORDANCE WITH ALL CITY,STATE,AND FEDERAL LAWS AND APPLICABLE CODES. >,-0 I ® � 1, z SILT FENCE NOTES i � FABRIC PLACED 1. PLACE SILT FENCE AT LOCATIONS AS SHOWN ON PLANS AS WELL AS DETAILS. � _I � I. 0 p THIS METHOD OF INLET PROTECTION IS NOT 0 UNDER INLET NOT PERMITTED 16. THESE PLANS ARE BASED ON INFORMATION AVAILABLE TO OUR OFFICE AT THE TIME OF PLAN PREPARATION. • `'\ )� N; ��,, ACCEPTABLE. 2. SILT FENCE SHALL BE INSTALLED SO WATER CANNOT BYPASS THE FENCE AROUND THE ENDS, 1 I/I � t, GRATE 3. SILT FENCE SHALL REMAIN IN PLACE FOR THE DURATION OF THE PROJECT UNLESS OTHERWISE DIRECTED BY THE CONTRACTOR SHALL FIELD-VERIFY EXISTING CONDITIONS AND NOTIFY OUR OFFICE IF ACTUAL SITE CONDITIONS DIFFER ��,� J ' � - \ II '� 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. >` __.I �� If I I ! ' PROPOSED CONSTRUCTION � I� EXCAVATED DURING INITIAL OVERLOT GRADING MINIMUM DEPTH 1 FOOT, 4. DO NOT PLACE MATERIAL AGAINST SILT FENCE. O Y ./ �.1 1 . . GATE AND ENTRANCE I DROP INLET AFTER THE STORM DRAIN TRUNK IS MAXIMUM DEPTH FEET. 5. INSPECT SILT FENCE IMMEDIATELY AFTER PLACING ANY MATERIAL NEARBY. 17. EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED BY THE CONTRACTOR. I U r,�/ 1 PROTECTION INSTALLED O t • •• 1 • \ I - CONTAIN 900 OF PER TRIBUTARY ACRE. 6. REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY. 18, REFER TO GRADING AND LANDSCAPING PLANS FOR ADDITIONAL INFORMATION. . ........... FF . . ..I.•.'.'. . .. . ! �'. MAX SLOPE OF 1 ° F RR NDING AREA. +� ""'• • • • •• • ••{ • L`••� ----- ! FABRIC DROP DURING FINAL ELEVATION GRADING /0 SU OU +� ` . • • •••• I• • 1.5'MAX UN-REINFDRCED HEIGHT OF FABRIC. UPSTREAM/ARE:A OF DOWNSTREAM I EXISTING 19. CONTRACTOR SHALL CLEAN ALL ON-SITE EXISTING&PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPE 0 .> • • •• ••• \ I ; �� II INLET PHASES AFTER THE STORM DRAIN M I •,•. • •,•.•• , . • ® i °• •1 • •`�/ II s s PROTECTION SYSTEM IS COMPLETED 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 ffo . .. t..;. . .. . .. . ... . . .. .... . . �> . .;.`'.'... . . ... ... . . .. .... . . .. _ - I K0, DROP INLET. SITE. i' • • •• •• •• •• . WOOD OR METAL FENCE POSTS SPACED ,','.'•'.',','• .. ..-. .,-, .',,®'�,.• _ .. . . . . . . . . .. __ '1I MINIMUM STONE BARRIER HEIGHT OF 1'. 20. CONTRACTOR SHALL PROVIDE TEMPORARY INLET PROTECTION BEYOND THE LIMITS OF DISTURBED AREA AS • •• • • • * c 8'-O'O.C.MAXIMUM (METAL FENCE .' '. ®.�'.'.'.'.'.'.'.' t.'... . .:.:.:.� STONE&BLOCK DURING THE INITIAL INTERMEDIATE MAXIPAUM STONE BARRIER HEIGHT OF 2'. APPROVED FILTER FABRIC MEETING'.. .. .. .. . ....... .. ... .... ... . .... .. .. .. .. . .. . . NECESSARY TO PREVENT SILT AND DEBRIS FROM CONSTRUCTION ACTIVITIES GETTING INTO ANY DRAINAGE SYSTEM ............. ... . . . . . . . . ms. III DROP INLET OVERLOT GRADING OF A DO NOT USE MORTAR. POSTS OR APPROVED EQUAL TO BE ,*.'.'. .'.'.' dl N.Y.S.SPECIFICATIONS(3'-0"WIDE) FOR WHICH THE PROJECT IMPACTS. ? i... .. . ... .... ., ®. .. ,.19 dl dl PROTECTION CONSTRUCTION SITE LIMIT HEIGHT TO PREVENT PONDING OR INSTALLED IN ASPHALT PAVEMENT) ' �. .... .. .. ... ... L...I . . .. .. . .. .,�: ! •• Q BYPASS FLOW. • APPROXIMATE LOCATION OF FLOW 21. CONTRACTOR SHALL LOCATE CONCRETE WASHOUT AREA, STOCKPILE AREA, AND CONSTRUCTION WASTE MATERIAL .. �'... 9 a ? ROTATE POSTS TOGETHER ®. . MAT ERIAL STOCKPILE I USE WITH UPSTREAM BUFFER STRIPS AND � � STORAGE AREAS SO AS TO MINIMIZE EXPOSURE TO STORMWATER. CONSTRUCTION WASTE SHALL BE IMMEDIATELY ,j' USED AFTER PAVEtv1ENT BEFORE INSTALLATION > - ' �: Q PAVED SURFACE WITH TEMPORARY SURFACE STABILIZATION. COMPACTED SOIL ` PLACED IN ON-SITE STORAGE CONTAINERS UNTIL READY FOR OFF-SITE DISPOSAL.CONTRACTOR SHALL MAINTAIN SPILL 1. .. CONSTRUCTION HAS BEEN DONE WHILE :� ,•. .,:• APPROXIMATE LOCATION OF IV INLET PLACE AT INLET PERIMETER OR BEYOND. \ PREVENTION&RESPONSE EQUIPMENT AND MAKE AVAILABLE ON-SITE FOR USE BY CONTRACTOR'S EMPLOYEES TRAINED 1. • FINAL GRADING AND SOIL SECOND } II .. :' ,. CONSTRUCTION TRAILER AND �� PROTECTION STABILIZATION IS OCCURRING INTEGRATE TRAFFIC SAFETY. SILT FENCE IN THE APPLICATION OF SPILL PREVENTION&RESPONSE PROCEDURES. 3 10/02/24 AM REV.PER TOWN COMMENTS DATED 09/11/24 AND ` T• TEMPORARY SANITARY FACILITIES DO NOT CAUSE FLOODING OR BYPASS FLOWto SCDHS COMMENTS DATED 10/02/24 `V` ' ` � 9.11 22 . (SEE NOTE 27) Q I 22. CONTRACTOR SHALL IDENTIFY LOCATION OF WASTE CONTAINERS,FUEL STORAGE TANKS,CONCRETE WASHOUT AREAS } ` 19.94'1% FABRIC WILL EQUAL OR EXCEED THE 2 07/19/24 AM ISSUED TO TOWN 19.52' 57.81'-WEXT � I IN AND ANY OTHER LOCATIONS WHERE HAZARDOUS MATERIALS ARE STORED ON THE PLAN. . w INSTALLED AND ANCHOREDPERFORMANCE STANDARD FOR THE SILT 1 MANUFACTURED 6" j APPROXIMATE LOCATION OF ACCORDANCE WITH THE FENCE FABRIC. THE INSERTS WILL BE DIG 6"WIDE AND 6"DEEP o FIRST SILT 1 05/14/24 DID REV PER CLIENT COMMENTS •` PROPOSED SINGLE•STORY PARISH CONCRETE WASHOUT AREA I V INSERT INLET MANUFACTURERS RECOh1MENDATIONS INSTALLED TO PRESERVE A MINIMUM OF 50% UI 23. DEWATERING(IF REQUIRED)SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL&STATE REGULATIONS,AND IT IS THE < 4• ' �, PROTECTION M TRENCH,BURY BOTTOM N FENCE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY NECESSARY ASSOCIATED DISCHARGE PERMITS. NO. DATE BY DESCRIPTION !} �' "`' % 'D { CENTER WITH PARTIAL CELLAR • K ? AND DESIGN DETAILS OF THE OPEN UNOBSTRUCTED DESIGN FLOW 1'-0"OF FILTER FABRIC, ` ` -4 AREA OF THE STORM DRAIN INLET OPENING. ` I`.`..: E CELLAR:2,020 SF - _ 0 APPROXIMATE LOCATION ✓ TAMP IN PLACE PST(TYP.) STAPLE(TYP2a. THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSED FOR THIS SITE:.. i. > `•`-`• •' FIRST FLOOR:8,508 SFREVISIONS • OF CONSTRUCTION IONS a. STABILIZED CONSTRUCTION ENTRANCE/EXIT-A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT SHALL BE `.`.`.`. „° .`. . . . . . `. _ DUMPSTER INLET PROTECTION NOTES: INSTALLED AT THE DRIVEWAY ON FLANDERS ROAD;THIS AREA SHALL BE GRADED SO THAT RUNOFF WATER WILL BE :...` COVERED ENTRY:273 SF .`.` 1 S WOOD OR RETAINED ON SITE . . 25. 0 ."'" - • •W• � E FOR T N AND T SILT FENCE/FILTER CONTRACTOR MAY USE THE TYPE SUITABLE HE SITUATION HEIR MEANS AND METHODS UNLESS - 97.27' F.F.EL 0 NOTED OTHERWISE ON PLAN. CONTRACTOR MUST SUBMIT SPECIFICATION OF ANY TYPE V TO ENGINEER 8'O.C. METAL FENCE POST b. INLET PROTECTION-IMMEDIATELY INSTALL FOR EACH INLET AS DRAINAGE STRUCTURES ARE INSTALLED. ., > •`•`•`•`•, APPROXIMATE LOCATION OF 40.23' ` ` • 1. ( ) FABRIC > T ` `• • . • • - • • - - - - --•- -- -----__= -`-`• •`•`•`• _ - PROPOSED SILT FENCE ALONG . - - c. DUST CONTROL-STOCKPILES OF SOIL SHOULD BE LIMITED TO 15'MAXIMUM HEIGHT AND REMOVED OR UTILIZED . . . . . : BEFORE E TYP. ` . . . . . • • • • .`E`.`.` `.`.`.`.`!s=�� •`. .`.`•` CONSTRUCTION FENCE SHOWN . W ` ' O EXCEED 1 ACRE. FOR SITE CONSTRUCTION AS SOON AS PRACTICABLE. SHOULD EXCESSIVE DUST BE GENERATED, THE • •',� 0 USE. 1 1 W 2 THE DRAINAGE AREA FOR A STORM DRAIN INLET WITH INLET PROTECTION SHALL NOT 1� OFFSET FOR CLARITY ( •` ' 3. IMMEDIATELY INSTALL INLET PROTECTION WHEN A STORM DRAIN INLET IS CONSTRUCTED. CONTRACTOR SHALL APPLY WATER TO BARE SOIL SURFACES TO MINIMIZE BLOWING DUST. \ ` `•':` ` •` • • `�`•`-`•---- - •`C`• •`•G.` ) • if} 4. EROSION CONTROLITEMPORARY STABILIZATION MEASURES MUST BE IMPLEMENTED ON THE DISTURBED . . . . . . . . . . �_:_� _r �, .t.` . .•.�.`.�.`.�.�.`. .+.`.`.�. Y�" '. .`.`V!`.`.`. `- N",`.`.`. .` ` ..�- ATRIBUTARYTOTHEINLET. 25. • • a y- LCGD DRAINAGE ARE THE RIGHT-OF-WAY IS NOT TO BE USED FOR STORAGE OR STAGING OF EQUIPMENT OR MATERIALS DURING 3 1. \ `.`.f.`.`. .`.`. . . . • .` ` • •+•• •+• ` (p�j�l� -.--- 5. TYPE IV INLET PROTECTION PRACTICES INCLUDE COh4POST FILTER SOCKS,GEO-TUBES FILLED WITH BALLAST, I CONSTRUCTION. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING THE RIGHT-OF-WAY DURING�` �:l:.`. ,`. .` `.`.`.`.`.+.+. .+.• `.+.•. • 1 "'1Y vy AND OTHER APPROVED EQUAL MANUFACTURED SURFACE BARRIERS. DIRECTION OF CONSTRUCTION AND SHOULD INSTALL FENCING ALONG THE PROPERTY'S FRONTAGE TO LIb11T ACCESS FOR p 0 , ...`,`,•. `.`. .•.`.+.`...`.+.`.+.`. .`. 0 � . u. 5 6. TYPE V INLET PROTECTION PRACTICES INCLUDE DANDY SACK,FLEXSTORM CATCH-T,ULTRATECH ULTRA-DRAIN SURFACE RUNOFF PLAN CONSTRUCTION VEHICLES TO DEFINED POINTS OF INGRESS/EGRESS. CIVIL ' It I�•E � GUARD,AND OTHER APPROVED EQUAL MANUFACTURED INLET INSERT. a ;n ` ` `. ` ` ` `, w 26. IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS PERMANENTLY OR TEMPORARILY(EXISTING DISTURBED AREA WILL In 0 y�,,_ '•` z W INLET PROTECTION STANDARD SILT FENCE NOTES: NOT BE DISTURBED AGAIN WITHIN 14 CALENDAR DAYS OF THE PREVIOUS SOIL.DISTURBANCE)CEASED,THE APPLICATION 6 64 BLUE POINT ROAD, UNIT B (~� ,`` "*" �� '�'� 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 Z! 0 d +�� n-� E 2. WHEN TWO SECTIONS OF FILTER FABRIC ADJOIN EACH OTHER THE END POSTS SHALL BE ROLLED TOGETHER A WITHIN FOURTEEN(14)DAYS FROM THE DATE THE CURRENT SOIL DISTURBANCE ACTIVITY CEASED. (6 31 19 61-0 50 S MINIMUM OF 3 TIMES. www.KeyCivilEngineering.com o � 0 0 STANDARD SILT FENCE Q 0 PROPOSED TREE & N T.S. PROJECT NAME Q 0 a Q PROTECTION FENCE 1 STY. AREA DATA TYP. R27.87 EROSION CONTROL COVER i��\"-,/��i���iV��%�����11 I ( ) woo Ro i�i� �i�ii�%�iiIi���i,�iivi //� PROPERTY AREA................................ 242,298.52SF(5.56Acres) ROMAN CATHOLIC CHURCH OF THE SACRED Q ` STOCKPILE PERIMETER ��\ ` �!\'�1 1(MAX) TOTAL DISTURBED AREA.................. 42,308 SF(0.97 Acres) HEART PROPOSED PARISH CENTER ca W 0 SEDIMENT CONTROL ������` Q � 10'-0^MIN. 14300 MAIN ROAD cN Z o &;> Q 0 �� = STOCKPILED ��T�� P EXISTING IMPERVIOUS AREA 6,812.79 SF(0.16 Acres) MATTITUCK, NY 11952 (SILT FENCE SHO�NN) ���; o MATERIAL ��1�. ( ) PERVIOUS AREA 35,495.21 SF(0.81 Acres) TOWN OF SOUTHOLD COUNTY OF SUFFOLK O(n x LLJ I ?S, �� % � ONI i �1/1 I - _ '� I� TREE PROTECTION ZONEIDRIPLINE X ix zz•=.1 jW I v Q e a 0 0 SANDBAGS ���\i //��11 I PROPOSED IMPERVIOUS AREA 19,520.70 SF 0.45 Acres Q N j ;; \�iI ( ) DIST.: 1000, SECT.: 114, BLOCK: 11, LOT: 1 ~j a- is` 0 0 PERVIOUS AREA 22.787.30 SF(0.52 Acres) 0 DRAWING TITLE now Or for I s 30' w 0 STOCKPILE NOTES' 4'TALL FLUORESCENT ORANGE our merr _ qb d g SOIL EROSION & �� � I An Doug eaHaUSrer & I n O W or .�•,,' 1. STOCKPILE MANAGEMENT INCLUDES MEASURES TO MINIMIZE EROSION AND SEDIMENT TRANSPORT FROM SOILS OR HIGH-DENSITY CONSTRUCTION H44�s1er fOrmerr N89' „ .w A Q OTHER ERODIBLE MATERIALS STORED AT THE CONSTRUCTION SITE. SPECIAL ATTENTION SHOULD BE GIVEN TO FENCE OR APPROVED EQUAL AREA WITHIN TREE PROTECTION a) L_ 2 or Molco y I Ss SQ w 275. ) .. Q STOCKPILES IN CLOSE PROXIMITY TO NATURAL OR MANMADE STORM SYSTEMS. PROTECTION OF STOCKPILES IS A '� ZONE TO REMAIN UNDISTURBED SEDIMENT E 'C7 U mSon I 45 tom" Q YEAR-ROUND REQUIREMENT. 6'LONG WOOD OR STEEL DURING CONSTRUCTION CONTROL PLAN O O TqX 1 " ` I, 2. THIS DETAIL DOES NOT APPLY TO CONTAMINATED MATERIALS WHICH REQUIRE ADDITIONAL MEASURES. FENCE POSTS. POSTS SHALL U C U 'r LoT' 27 3 LOCATE STOCKPILES AS FAR AWAY FROM BODIES OF WATER,INFILTRATION AREAS,INLETS,AND OTHER DRAINAGE n O W Or for BE SPACED HORIZONTALLY 8' '."� , L. L •L ZONE.-RESIpCNCE John t1ierr}, I now SYSTEM COMPONENTS AS POSSIBLE SO AS NOT TO OBSTRUCT NATURAL DRAINAGE OR CAUSE OFF-SITE ON CENTER MAXIMUM. ";;` , `1 ". DATE: 05/03/2024 ,. ;, `, � �,a °' PU R'4p I rAx A' Baglivi I Or form ENVIRONMENTAL DAMAGE. ;Q�,-, ��;,Y 03 gLIC Wq�R N$E. R LOT 28 Donn Cost err y 4. WEEDS SHOULD NOT BE ALLOWED TO GROW ON STOCKPILES. %;':;t 4` %"%r-; ;aj •,,<' 4 „ _ , v f I ES1D onzo •>> ' ':.. SCALE: 1 40 O U ZONEr ENTjgL Linda CO & 5. WHEN THE STOCKPILE IS NO LONGER NEEDED,PROPERLY DISPOSE OF EXCESS P,IATERIALS AND RE-VEGETATE OR AREA OF SITE r ;;�,`` , ;, �,-y.; 4,,,.,, AREA OF SITE Y J /:,:. pUBLlC WArO U$Er RES peNLoT 29 StanZO OTHERWISE STABILIZE THE GROUND SURFACE WHERE THE STOCKPILE WAS LOCATED. CONSTRUCTION -; _ r, : 'w CONSTRUCTION I U$TgX Lot' 30 6. FOR STOCKPILES MAINTAINED FOR MORE THAN ONE DAY, A SEDIMENT CONTROL SYSTEM, CONSISTING OF SILT PROJECT NUMBER: 23200 AIR ZON SID NVAL ER I pUBLlC I W ONE.R-4p E FENCING OR COIR LOG,SHALL BE INSTALLED AND MAINTAINED ON DOWNHILL SIDES TO CONTAIN MATERIAL. 2 DRAWING BY: AM I p(7$LIC R-40 I 6.1. FOR TEMPORARY STOCKPILES ON THE INTERIOR PORTION OF A CONSTRUCTION SITE,WHERE OTHER rni���T WA Tr'^ 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 LIN11TS OF 6.3. FOR STOCKPILES IN ACTIVE USE,PROVIDE A STABILIZED DESIGNATED ACCESS POINT 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 ONE-THIRD(1I3)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 W Y PROFESSIONAL ENGINEER ISA 6.6. REPAIR AND/OR REPLACE PERIMETER CONTROLS AND COVERS AS NEEDED,OR AS DIRECTED BY THE O E VIOLATION OF SECTIONWY9, GRAPHIC SCALE � SUB-DIVISION 2,OF THE NEW YORK ENGINEER,TO KEEP THEM FUNCTIONING PROPERLY. N.T.S. ,<�l�G PILOTr-9 9,�• STATE EDUCATION LAW ao 0 20 ao so >50 7. THE TOE OF STOCKPILES SHALL NOT BE AGAINST SITE PERIMETER SEDIMENT CONTROL. ,r,�Z" y * 8. FOR STOCKPILES INACTIVE FOR MORE THAN 14 DAYS, STABILIZE THE STOCKPILE TO PREVENT SEDIMENT fit cc DRAWING No: TRANSPORT USING AN EROSION CONTROL SYSTEM,CONSISTING OF TEMPORARY SEEDING AND MULCHING,PLASTIC 1 GEOTEXTILE COVERING,SOIL BINDERS,OR EROSION CONTROL BLANKETS. USE OF MULCH OR SOIL BINDERS ONLY * S'',,, 1I W IN FEET IS ACCEPTABLE IF THE STOCKPILE WILL BE IN PLACE FOR NO MORE THAN 60 DAYS. ,! • , NOT �.., =ACED ? 9. IMPLEMENT DUST CONTROL PRACTICES AS APPROPRIATE ON ALL STOCKPILED MATERIAL. PEE C E 11�/ E D , , �0 1 inch = 40 ft. MATERIAL STOCKPILE i OCT 2 S 2024 ... OP °815 o�'Pv . N.T.S. :.. I OF'E 5out o Town Know what's below. .. Planning Board Call before you dig. fIr 1-800-272-4480 MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 9 OF 10 Y:\Key CiviIIProjects12023123200_JMN Architecture_14300 Main Road---Mathtuck\Drawings\Key CiviI123200_2024 10.02_SPP3_SPDES_RPZ.dwg �4*THICK CONC.WALK 4000 4"CONC.SIDEWALK WITH 4 Z�, PSI AT 28 DAY 6X6X6/6 W.W.F. o EXPANSION JOINT FILLER WHEN % PITCH @114' FT OR AOBE CONCRETE IS ADJACENT TO RETAINING WALLS,CURBINALL,OR BUILDING WALLS. (SEE EXPANSION JOINT DETAIL) 25 Id Eli• COMPACTED SUBGRADE(95%MIN 6"MIN COMPACTED 314" COMPACTION),MIN.6 OF SELECT GRANULAR CLEAN WASHED STONE OR 131� p FILL OR ACCEPTABLE EXISTING MATERIAL, APPROVED EQUAL 0 AOBE. 1/4"RADIU) Ma , ituck 7"MIN CONCRETE 4*CONIC.SIDEWALK WITH 6X6X616 W.W.F.- PITCH 2%(MAX.) W0SOffolklAve 1/13"PITC 'awwoLj 9"MAX 1/2"RADIUS �1 (TYP.) TOWARDS visufjow"N' 0 ROADWAY 6"&VARIES TO MATCH EXISTING WETLANDS BOUNDARY TOP OF ASPHALT 2"THICK ASPHALTIC CONCRETE SURFACE -13 TACK COAT `51 TA PAVEMENT GRADE SECTION B P 6'MINNYS,1111 11 r N EXISTING ASPHALT COURSE(N�SDOT TYPE 7 OR 7F TOP) SECTION A-A COMPACTED STONE 12" CAULKING + 1 1 PAVEMENT TO REMAIN OR APPROVED EQUAL 1/4"- ;0 < . & T < , . . A B N�\ .4 BUILDING A 8"THICK CRUSHED STONE/BASE NOTE uj w EXISTING CURB SHALL BE RAMPED DOWN ... ........ > I LU 1/2"x 4"PREMOULDELD EXPANSION TO ZERO HEIGHT REVEAL IN THE LAST 10' 1/4" . ...... COURSE(N�SDOT TYPE 2) z THE END OF CURB NOT ABUTTING A 7 7. VARIES PITCH 2%(MAX.) CONCRETE JOINT AT LOCATIONS FACING TRAFFIC. SEE PLAN SIDEWALK EXPANSION JOINT DETAIL VICINITY MAP -9 %STANDARD PROCTOR COMPACTED 2'-0'— :J N.T.S. ZED SOIL SUBBASE LE. 1/4"EXPANSION JOIN B \IXPANSION JOINT EVERY 15' T EVERY PROJECT DATA CONCRETE CURB DETAIL IN 51 (SEE DETAIL) (SKIP WHEREVER ON-SITE CONCRETE CURB TAPER DETAIL 0 ;:7 .150)(NYSDOT ITEM 609.04010510,TYPE VF N.T.S. EXPANSION JOINT -SEE APPLICANT/OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART STANDARD DUTY PAVEMENT SECTION N.T.S. DETAIL) )LED JOINT 27835 MAIN ROAD P.O.BOX 926 (FOR USE ON-SITE) PLAN CONTROL JOINT DETAIL CUTCHOGUE,NY 11935 N.T.S. CONCRETE SIDEWALK DETAIL TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 11,Lot 1 (FOR USES. SITE AREA.................................. 242,298.52 SF(5.5624 Acres) N.T.S. CURRENT ZONING..................._ RESIDENTIAL R-40&RESIDENTIAL OFFICE(RO) CURRENT USE........................... CHURCH PROPOSED USE......................... PARISH CENTER EXISTING FOOTPRINT............... 8,567 SF PROPOSED FOOTPRINT 8,508 SF(INCLUDING BUILDING CANOPY) COVERED ENTRY:273 SF GROSS FLOOR AREA................ LOWER LEVEL......................................2,020 SF (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF 114"x 1/2"LG.PIN HID.BOLTS TOTAL...................................................10,528 SF COLOR RESERVED WITH NUTS&LOCK WASHERS LEGEND&BORDER GREEN(NON-REFLECTORIZED) 1/4"x V2"LG PIN HID.BOLTS BACKGROUND WHITE(NON-REFFLECTORIZED) PARKING WITH NUTS&LOCK WASHERS NO /-M,U.T.C.D."NO PARKING SYMBOL WHITE(NON-REFLECTORIZED) C.D.'RESERVED ANYTIME"SIGN BACKGROUND BLUE(NON-REF.ECTORIZED) I. - -'NO PARKING (M.U.T.C.D.R7-8) PARKING'TSIGN BOLLARD MOUNTED PAMNIM BOLLARD MOUNTED-'RESERVE ANYTIME'SIGN(M.U.T.C,D.#R7-1,NO (R7-8) PROPOSED CONCRETE LANDING TO MEET -'ERVE PAVEMENT FLUSH SLOPE 1.5%(2%MAX,)IN PARKING'&'VAN ACCESSIBLE ARROW) ANnME NOTES ANY DIRECTION SIGNS(M.U.T.C.D.#R7-8&R7-8A) 4"WIDE PAINTED 0 (TYP.OF 2) STRIPE(BLUE) 1. ACCESSIBLE PARKING SIGN SHALLU.T.C.D.'VAN PROPOSED ACCESSIBLE CONCRETE RAM 0 CONFORM WITH CURRENT FEDERAL, ACCESSIBLE'SIGN 7.5%SLOPE(8.3%MAX.)BROOM FINISH - STATE,AND LOCAL CODES AND VAN (R7-8A) RAMP SURFACE PERPENDICULAR TO 0 REGULATIONS. 0 2. VAN ACCESSIBLE SIGN SHALL CONFORM SLOPE PER ADA STANDARDS(TYP.) SEE SITE PLA 0 WITH CURRENT FEDERAL,STATE,AND ACCESSIBLE FOR ADDITIONAL 0 LOCAL CODES AND REGULATIONS, z 0 �4"WIDE PAINTED INFORMATION 46., STRIPE(WHITE) 0 \-GALVANIZED U CHANNEL POST 3. SIGN MOUNTING HEIGHT SHALL BE 60 TO - PROPOSED SIDEWALK 1 50/( 24"MIN 0 0 INSTALLED IN 6"DIAMETER 0 0 CROSS SLOPE(2%MAX.) 0� 84 INCHES MEASURED FROM GROUND 0 �ONCRETE SONOTUBE. TMIN. 0 0 LE Aft� Lu PAINTED ACCESSIBLE—_ > EMBEDMENT DEPTH SURFACE OF PARKING STALLS. 0 \\-FLUSH CURB &Pvtq -'--GALVANIZED U CHANNEL In r� 0 0 SYMBOL(TYP) POST INSTALLED IN 6" 0 DIAMETER CONCRETE SONOTUBE.TMIN. 01 0 EMBEDMENT DEPTH 8,-0. 9'.0. o 0 0 C> 0 ROPOSED CURB 0 0 0 or NOTES 3 10/02/24 AM REV.PER TOWN COMMENTS DATED 09/11/24 AND NOTES: 0 0 1. ON-SITE RAMPS MUST CONFORM TO SECTION 406 OF ICCIANSI A114.1-2009, SCDHS COMMENTS DATED 10/02/24 1.CONTRACTOR TO APPLY 2 COATS OF PAINT 0 2. SEE SITE PLAN FOR DIMENSIONS. 2 07119/24 AM ISSUED TO TOWN PAINTED ACCESSIBLE & STANDARD STRIPING AREA DETAIL NO PARKING ANYTIME SIGN ACCESSIBLE PARKING SIGN 1 05114/24 DO REV PER CLIENT COMMENTS (FOR USE ON-SITE) (M.U.T.C.D.#R7-1,NO ARROW)(NYR#74) (M.U.T.C.D.#R7.8&R7.8A) ON-SITE ACCESSIBLE RAMP DETAIL - TYPE I N.T.S. N.T.S. N.T.S. N.T.S. NO. DATE BY DESCRIPTION REVISIONS rEAVy DUTY GRAY IRON(CL35)DRAINAGE STRUCTURE SETS BY EJ ROUND E COVR SET MODEL No.:V1600-3 RG REV/CPH2 CV LIND ROUND GRATE SET MODEL No:V3600-3 RG REV1CPH2 CV UND CONCRETE CHIMNEY OR OR APPROVED EQUALS TMI SENT CIVIL ENGINEERING BRICK ADJU FINISHED GRADE � 664 BLUE POINT ROAD, UNIT B I HOLTSVILLE, NEW YORK 11742 AST IN PLACE WINDOWS 10"CONCRETE TOP TO AS REQUIRED. (631) 961-0506 24'- SUPPORT H-20 VEHICULAR -1 C? www.KeyCivilEngineering.com ITO ADS N-1 2 PIP LOADING,4000 PSI AT 28 DAYS 2A+O.D. A ;0 A O.D. A— PROJECT NAME Em 1771 zo COLORED PLASTIC ROMAN CATHOLIC CHURCH OF THE SACRED RAINAGE RINGS SHALL BE WRAPPED C14 WARNING TAPE HEART PROPOSED PARISH CENTER M r_3 [1:3 m OMPACTED SELECT WITH GEOTEXTILE FILTER FABRIC A DESCRIBING BURIED BACKFILL(95%PROCTOR) 14300 MAIN ROAD Uj_ ;0 UTILITY A MINIMUM _j BACKFILL UNDER,AROUND AN 12 M 177 M- OF 12"BELOW MATTITUCK, NY 11952 8" 4�-O" TOP OF DRYWELL WITH CLEAN FINISHED GRADE M r_3 0-- O.D./2 MIN TOWN OF SOUTHOLD, COUNTY OF SUFFOLK GRANULAR GRAVEL AND SAND 5'.4- 13><<rl m DIST.: 1000, SECT.: 114, BLOCK: 11, LOT: 1 IM�M 177 M C? CRUSHED STONE BASE OR NYSDEC B 02 r_3 r7l m CERTIFIED R CA.TO BE USED WHEN W of �)JPLAN PIPE IS INSTALLED BETWEEN T'&13' X DRAWING TITLE U) UNDISTURBED SUBGRADE 177 r7 < w 1 113 NOTES BELOW EXISTING SURFACE > 0 1. MANHOLE TO BE IN ACCORDANCE WITH ASTM C-478 ELEVATION.WHEN PIPE IS INSTALLED < 13 FEET BELOW EXISTING SURFACE 2. CONCRETE 4000 PSI @ 28 DAYS. Ul 77 w ELEVATION,STONE IS NOT REQUIRED. :::) 3. REINFORCEMENT AS REQUIRED FOR H-20 LOADING 01 m EAVY DUTY GRAY IRON(CL35) DETAIL SHEET w Em r7 r_T 5 IF ROCK OR UNSTABLE MATERIAL DRAINAGE STRUCTURE SET BY CAMBELL r_7 wl LID LLI IS ENCOUNTERED EXCAVATE TO A> L,—- IFEC11 FOUNDARY COMPANY CURB INLET SET OBTAIN A STABLE BOTTOM Of rc UU MODEL No.:2617 OR APPROVED EQUAL Lu 1771 LU MINIMUM DIMENSIONS FOR PIPE BEDDING ME m E2 = =1 _71 [mum PIPE DIAMETER A B DATE: 05/03/2024 113 E-7 F7 11-7 0 S-0"MIN (INCHES) (INCHES) (INCHES) R 8" Z-6" 8" -G UT AROUND UP TO 18 12 6 0 SCALE: N.T.S. ENTIRE PIPE 1= 177 ;;3 93 U) PROJECT NUMBER: 23200 WARNING TAPE NOTES GROUNDWATER DRAWING BY: AM 1. WARNING TAPE ABOVE ALL STORMWATER PIPING SHALL BE BLUE AND 7N T STATE"STORMWATER PIPE"ORAPPROVED EQUAL. 9 • I '---CAST IN PLACE PIPE CHECKED BY: MP WINDOWS AS REQUIRED 2. WARNING TAPE ABOVE ALL SANITARY SEWER PIPING SHALL BE GREEN 6'-0'MIN.PENETRATION INTO A VIRGI STRATA OF SAND AND GRAVEL.REFER \-4,000 P.S.I.CONCRETE AND STATE"SANITARY SEWER PIPE"OR APPROVED EQUAL." APPROVED BY: MP TO SOIL BORING ON SHEET C-4 FOR 1�_-'�_Q_UA�E SEAL&SIGNATURE: ALTERATION OR ADDITION TO THIS DETAILS ON APPROXIMATE DEPTHS OF ON-SITE DRYWELL DETAIL 4.CLEAN WASHED DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A EXCAVATION REQUIRED. (FOR USE ON-SITE) 31-10" AGGREGATE(SIZE NO.57 STORMWATER I SANITARY PIPE INSTALLATION DETAIL C: "IEW ), VIOLATION OF SECTION 7209, SECTION A-A AS PER ASTM C-33) N.T.S. 0, SUB-DIVISION 2,OF THE NEWY09ZK N.T.S. FlLor;t STATE EDUCATION LAW NOTE: I 1) DESIGN COMPRESSIVE STRENGTH=4,000 P.S.I.@ 28 DAYS AASHTO H-20 LOADING 4'-0" x 2'-6" PRECAST CONCRETE CATCH BASIN RECEIVED co cc DRAWING No: 2) SEAL PIPE OPENINGS WITH NON-SHRINK GROUT (FOR USE ON-SITE) w 3) PROPOSED STROMWATER PIPING TO BE 15"DIA.CORRUGATED HDPE UNLESS NOTED N.T.S. w OCT 2 8 2024 ALED NOT TP� L___Su Southold—Town Planning Board 0811 C-1 0 CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER OF RECORD FOR REVIEW PRIOR TO CONSTRUCTION FOR MARC PILOTT P.E. PAGE No: ANY DETAIL NOT PROVIDED IN THIS PLAN SET. NEW YOORK SgrATE PRKOFESS100NALL #081558 10 OF 10 YAKey CivAProjectsT023123200jMN Architecture.-14300 Man Road_MawtuckkDraw:ngsVey CiviIQ3200_2024.10,02._SPP33PDES-RPZ.dwg 11.6� 192� 195A ZF�1 g1 4 u 218 STN. MOH. 10 CZ g 0 OT.S. N �1 Ors i II 22� N �R r°U82 N p, I N 2= 602 221 2 , o PST. r 00 636 E.A• DOUBj / 1 �1 •U� q60 ' r GRASS 1 (. II cD V11�E Q u 5a 7 24' / a 2543 0`., I 1 Q \ � z 4 5 I 2 .0 GRASS 6� 76 \ CROSS '" CONC WALK N. N I I OGE 0 VE a 6 E( 25.91 STN, I WHE 20 Ecr. sE` 5TP5. 25.73af CONC. WALK 00 N N 2., -- ` 25.91 25.99 25 61 A.C. R.D o t6.t'1 o CONC. WALK 23.69 ► '0 25.88 3.5' � ...... S O lf) OT 5 E.A. 1 1 1 1 1 25t1 25 46 2.2• z 1 1 1 I 1 1 1 1 ,.. ,.6 o .� 1 1 25.60 1 I 1 1 25�14 Q ONE STORY U� TF24.43 1 1 11 1 1 1 1 1 GRAS� MAS. CHURCH R D N TF25.14 N N I 1 1 1 Z 114300 N N N 25�7 1 - (rl 11 °° 'OUR LA0Y OF GOOD R.D. 25.g7 1 R.D COUNSEL R.C. CHURCH' GRASS 1 1 11 1 1 III 1 25.36 CONC. WALK 26.03 z \A.C. , W 1.6' - TELEPHONE--- -- 1 1 1 \ 1 1 1 1 253 11 I 2.0' - 4° , ELECTRIC 25,2.3 0 u 2.7' gRvs. 2 N 1 1 11 cl LEGEND 25.36 1 1 1 1 1 1 1 20 7' I �f SANITARY MANHOLE 1 1 1 1 1 10.8 DRAINAGE MANHOLE 1 1 1 1 RK1N� (11 11 4,. R 267 --\ 5 MET.FE W D 1 ,I I i , � 24.99 CONC. WALK N WATER MANHOLE 1 ASpHF�� p A 1 1 1 b 1 11 4� ---� GAGE 4 ( .. G 1 1 1 1 I I 1 44 S.L. ELECT. --- i GAS MANHOLE 1 1 1 1 1 I �i �69 24 I 4 p'/ i L I ELECTRIC MANHOLE I c- 1 1 1 1 1 1 I 1 215�- 1 a" c ' a �- ' I III NQ w 1 1 1 1 _ 1 I 1 4„ 4� a � I N . TO TELEPHONE MANHOLE > 0 1 1 1 1 1 1 1 I I 1 �- - ' N UNKNOWN MANHOLE o� 1 1 1 1 1 \ 24�7 1 I I 1 0 24 35 N 11 1 \ 1 1 _ 11 11 1 11 1 IILLI 1 O ` �. GAZEBO - - _ IT 231 28 1 1 1 1 1 1 1 FIRE DEPT. MANHOLE 1 1 1 2g.�B. -1� 1 1 1 1 1 1 1 _ W , 1 cN ow WATER VALVE ❑ G GAS VALVE11 FIRE HYDRANT 2440 1 1 1 - i } SIA. FIRE DEPT. CONN. 1 1 1 I 1 1 11 1 244 244 TF23i 4 - II , 0T.C.e. TRAFFIC SIGNAL CONTROL BOX 1 1 1 \ 1 1 �o ` W oE.e. ELECTRIC BOX i( HT STEEL UTILITY POLE W/CITE & HIGH TENSION WIRES 1 1 1 1 II 1 �RNSS WOOD UTILITY POLE fi I� 1 1 `\ 1 1 11 1 11 II 1 4.05 t gRNjR. ?¢ - - 23.59 I I N N WOOD UTILITY POLE WITH LIGHT 4 23.92 1 1 1 1 1 1 1 230- I II' �^? zo �- I I GUY WIRE n ( 1 1 1 1 1 1 1 _ 1 _ I '� 1 I 1 �, � 24.40 \_\1 � 2'P+R fE. ~ , ^ ccC,�;�'�1 2' P+R FE. ' - o ® ® DRAINAGE INLETS w WP�� 1 1 1 1 1 1 1 1 1 1 ' 1 1 1 1 1 UY20" T.S. I 24.2a--__ 23.7- ��'' ® YARD DRAIN Q -n 24.5 GRpN. 24.4 1 1 I 1 1 1 1 ' 1 1 1 1 r� 1 2� W 23A _ 1 � 24.13 23.12 I O 11 1 1 1 1 �3_ 1 1 1 1 1 1 1 1� s 24.3a 3.66 CURB INLET 1 - 1 1 2409 . 24'L@] CD 3 I 2a., r 1 1 1 1 1 1 �� 2ais 1 ( '� 1 23.85 EA• 24.36 24.36 �14 I -- PROPERTY LINE SUBJECT F- , I 1 1 1 I 1 c`, 24.57 ors 2 529 TAX LOT LINE y/ 1 / E'A ors. 2„FILED MAP LOT LINE 23.95 16" 10• 3 N 472 ` FILED MAP LOT NUMBER 1 2'0 I 23.5 1.,14` � POST I 10" ,s' PST. ' 0I.P. IRON PIPE I 23.20 20" 2' 6" 041, i� 6„ 6 OMON. MONUMENT FOUND I 2285 23. , a' 4 12. OREBARREBAR FOUND 23.13 E.N. G 16' 16.. 6" �° 6,. or.s. TRAFFIC SIGN t4 ,c� �m,I a' � SIGN 1a" �za"1A•• 22.8 - �1''I �• .�. 16, ` 1z•' 6 i SEWER/DRAINAGE LINE 1a' 12" 23.4 \� UY zs e --- ELECTRIC LINE OVERHEAD (UNLESS OTHER WISE NOTED: BUR. ELEC.) 116 2 24.4 8., N N 6 12" 14" 25.0 N -- GAS LINE 1 n 6'• �cr�,16" '' 10' � MON. WATER LINE o r> z. 4i� 12' ' ' ", 8" �c» o` 22" 8' � TREE(CALIPER) o c s° a '4 2„ h2" D.C. DEPRESSED CURB �12" 6 23A 244 16" �8 23.3 a„ s" 2 � 1 z,. ,,..I ,2„ CURB LINES ' 2" 0 6 s 14" 06' -0i C,C.(CONC. CURB) I 20" ar 66" 60� 1 C.C.G.(INTEGRAL CONC. CURB & GUTTER) 1� 14.. 010" 02" �1�24 6.1 2' 25? �. s" STN. C. (STONE CURB) 2. 4t6 4 BL. STN. C. (BLUE STONE CURB) 2" n ,2•' ,y6" OIB N r B.B.C. OR B.B.(BELGIUM BILK. CURB) 2" CD F.C.C. (FLUSH CONC. CURB) �w' 2" 20" - ,a„ ,2,. c� ,2' I TF24.84 4� D1, N' ,2 "T"16' l� A.C.(ASPH. CURB) I Y� 6" �(Y�-,(" DYL(DBL. YEL. LINE - - - - - PAINTED LINESa UJ .................................. I SWL(SOLID WHITE LINE) (ROADWAY MARKINGS) a 24.2 74 R,D: C = _ (STOP LINE) �18" 22.96,. 2 6 �zo" 24.9 ml � TF25OY SEPTIC TANKTF25 27 31.Y 1F25.71 \ 11.3 DENOTES SPOT ELEVATION a 1 S�• CO '}0 18'002'L.P. 10" 18 6,. _ ,,. � �a" e•• D- SANITARY SYSTEM TIES 25.2 0 30 60 I 14" 20" 1° � ' � � ° � S.T. A 49' B/19.6' 90 1 zo' 243 1a' m ,2 'y LP. A 45' B/32.6' I N NL N 4" 18. 23.3 F:� s' �+ o ' PAVERS a MOH. SCALE 1 '=30' s W.W. o 3 � �16" 23. �i z" 24.6 cy NOTES: O B' 1fi" 0 ?� n -UTILITIES SHOWN ARE PER FIELD OBSERVATIONS, PARTIAL :� I 8" 6 o' a" AO�a�h e2?is 1 LO Q 1 21.3 ,,2" �6" 24.4 D_ - - 16.0' . to MARKOUTS AND AVAILABLE RECORDS AND ARE NOT GUARANTEED. Lr) 6 �, �ce� �8 24.9 1 ° o - ELEVATIONS REFER NAVD88 DATUM 8' 6 - COORDINATES REFER TO NAD83 (LIZONE) O 4" ' a }16" ,6' 1 Sv. �� GRAVEL/DIRT DRIVE g2524 �O Z � � 511' r 6LI 2" 14" 14• W.W. ff27.6747.5' R.b. N� N F 23.2 WOOD A/C -TF2479 N 8„ 6" 16„ 23.6 ❑❑ 24.9 23.6 STEPS UNITS - 825.02 18" c,12' 24' T25.39 _- 1 6,. e' . t 2' 16" 12' s.. 20" m1 a 24.8i a" YbJ 6.. 6 1a 6 ss mIB 24.52s' ,8•' � a � � • 24.7s. 24 16" 22" 14" MOH. 2" 0 22" C� }CiYd I I , 16 O S / ;(may, 6' h_'_e7h y,(y'�.,(30' (1'�, • 2V'JO 2Y•� `. 82„ i6 �n14" 6 Y}12 �14' Cy 'CLY16�� � 8'6 23.8 I FRAME 5 23.MON. - --- 23.9 - 24.0 ' . '6 a' z 6", 24GARAGE 18 I 24.5 MOH. I FFRAME N89°58'50"W �..._'`'_ 24.8 ^ N r oo �' I I I GARAGE 275.4 PRIVY HE GD E now or formerly now Or formerly FRAME 1�24.87 24.63 5.29 MON. v I I GARAGE ASPHALT DRIVEWAY 25.03 Joseph Golder 8c Douglas Hausler 8c 1, I Catherine Golder I Andrea Hausler I I I now or formerly Karen Malcomson now or for I now or formerly I I I m formerly John A. Baglivi Donn Costanzo & I Lind oo I a Costan zo I I I N N I I I I I I I I I SURVEY OF PROPERTY SITUATE AT RECEIVED MATTITUCK NOTES: TOWN OF SOUTHOLD SEP 2 0 2024 SUFFOLK COUNTY, NEW YORK - UTILITIES SHOWN ARE PER FIELD OBSERVATIONS, PARTIAL sol,tr,oi Town SCALE 1 "-30' FEBRUARY 17, 2018 MARKOUTS AND AVAILABLE RECORDS AND ARE NOT GUARANTEED. Planning Board UPDATE FEBRUARY 19,., 2o24r�,,,_„�,_, - ELEVATIONS REFER NAVD88 DATUM ___: ._ - COORDINATES REFER TO NAD83 (LIZONE) ANC _ ENGINEERING EYING P.C. co i'11 7 ry rood - ste. 6 EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS l,,.1'r n L , loinview, n 11803 PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF THE SURVEY. y GUARANTEES INDICATED HEREON SHALL ONLY RUN TO THE PERSON(S)FOR WHOM THE SURVEY IS PREPARED,AND ;,. ;, Betel: 516.454.7500 ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTIONS LISTED,AND TO THE JOB N0. 12524 t✓ v ;; } J fa"x^�516.822.2743 ASSIGNEES THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERRABLE TO ADDITIONAL INSTITUTIONS OR UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP -W oelondsurve in SUBSEQUENTT OWNERS. REVISIONS y 9•com THE OFFSET DIMENSIONS SHOWN HEREON FROM STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF 211021 ADD SAN. TIES FINAL 81 PURPOSE AND ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS , POOLS, PATIOS, SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE 12/ / / / PLANTING AREAS,BUILDING ADDITIONS OR ANY OTHER CONSTRUCTION. EDUCATION LAW. F © 2024 R:\ 12524\12524-MATTITUCK-2024.OWG S.C.T.M. DIST. 1000 SEC. 1 14 BLK. 71 LOT 7 -STEP t p Nvp.E., L.S. (L.S. NO. 49664)