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Home My WebLink AboutSite Plan Rec'd 8/1/24 LEGEND BULK ZONING TABLE GENERAL SITE NOTES x -s, l�; ., I 4%.S 1-1 ZONING DISTRICT:RESIDENTIAL R-40 g' " ;, EXISTING ITEM ROPOSED 1. UNSUITABLE MATERIAL, CONSTRUCTION DEBRIS, EXCESS SOILS, ETC. SHALL BE PROPERLY REMOVED AND � i;p . 1 I ® PROPERTY LINE ITEM SECTION PERMITTEDIREQUIRED PROPOSED DISPOSED OF OFF-SITE IN ACCORDANCE WITH ALL APPLICABLE CODES,ORDINANCES,AND LAWS. ., C� : ... THE FOLLOWING USES ARE PERMITTED AS A .:. �.--�'`�� '�/ BUILDING SPECIAL EXCEPTION BY THE BOARD OF 2• THE CONTRACTOR IS RESPONSIBLE TO TAKE EROSION CONTROL MEASURES NECESSARY IN ACCORDANCE ,. . '� DOOR APPEALS,AS HEREINAFTER PROVIDED ANC} WITH NYS STANDARD PREVENT SEDIMENT ..> F S AND SPECIFICATIONS FOR EROSION & SEDIMENT CONTROL TO ewexT SUBJECT TO SITE PLAN APPROVAL BY THE AND/OR LOOSE DEBRIS FROM WASHING ONTO ADJACENT ROADWAYS AND PROPERTIES. lye{11 >,t, Qti % / L� ��' // / CONCRETE CURB PLANNING BOARD: /I .ii3 ALL ON SITE CONCRETE SHA `` G-� SAME AS§280-13B OF THE LL BE IN CONFORMANCE WITH ACI PROVISIONS. ALL CURBING SHALL BE 25 1.1 .. CONCRETE r'' , "''"�-'I §280 97{B) AGRICULTURAL-CONSERVATION DISTRICT, CONCRETE UNLESS OTHERWISE NOTED. IV,-1 F 26D, �� G7 �- N--`-",--..-,---:-,". I o° 10, PAVEMENT , EXC€PT THAT A CHILDREN'S RECREATION .: -�' '.< ,.�� M rr; too a ""�f` +� C'-� �!- 'Ji�� 4. RELOCATION AND10R REMOVAL OF EXISTING UTILITY POLES,TRAFFIC SIGNS,ETC.,SHALL BE COORDINATED BY �� ASPHALT PAVEMENT CAMP,FARM LABOR CAP4P AND IdOI t �� : VETERINARIAN'S OFFICE AND ANIMAL HOSPITAL THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR FIELD-VERIFYING THEIR PRESENCE. k' . - - G,3 $•"� HYDRO SEED . . USE:PARISH C€NIT€R(V) q- `1 - - -- a 'A 6 �-� ARE P€I?M9TTEDAND B€D-AND-BREAKFAST �� , �. III .---- ors LANDSCAPE AREA 5. WORK WITHIN THE R.O.W. Of MAIN ROAD AND REEVE AVENUE SHALL BE PERFORMED IN ACCORDANCE WITH ` e \• `�- '�� s+® _ USES DO NOT REQUIRE SITE PLAN APPROVAL:''" A PROPOSED BUILDING GREATER fib' Qq, a -1' - SOD LANDSCAPE O ALL APPLICABLE REQUIREMENTS OF THE NEW YORK STATE AND TOWN OF SOUTHOLD REGULATIONS. `'' � . LINE rj 2 Or - AREA I. ii THE FOLLOWING USES ARE PERMITTED A .: THAN 50 FE€T FROM ALL STREET . �� E.A. ---''- � ----- 'Z,O SP€CIAL EXCEPTION BY TH€BOARD OF LINES AND GREATER THAN 2©FEEf 6. ALL TRAFFIC CONTROL DEVICES, I.E. SIGNALS, SIGNS, AND PAVEMENT MARKINGS SHALL BE INSTALLED IN Q (' 1 mw -� DOUBLE YELLOW-___-�` �-l'' Fj$� I X FENCE FROM ALL LOT LINES. - i` Oio- USES PERMITTED BY APPEALS AS HEREINAFTER PROVIDED AND CONFORMANCE WITH THE GUIDELINES OF THE NEW YORK STATE MANUAL OF UNIFORM TRAFFIC CONTROL � Ujjojv,11 QO 6 ,\ f I SUBJECT TO SITE PLAN APPROVAL BY THE : „' DEVICES AND AS DIRECTED BY NYSDOT AND TOWN OF SOUTHOLD. ALL PAVEMENT MARKINGS REQUIRED + - a 1.Y! '-_ -- WALL SPECIAL EXCEPTION SHALL BE THERMOPLASTIC NYSDOT SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLAN, WETLANDS ��•$7 PLANNING BOARD PROVIDED THAT NOT MORE (B}THE TOTAL AREA COVERED$Y : W4'1T , WNX +,a o PST. ALL PRINCIPAL AND ACCESSORY . ) BOUNDARY k.k e PARKING COUNT O THAN ONE USE SHALL B€ALLOWED FOR EACH -�`� • 9 �j� GONG. I 8111LDINGS DOES NOT EXCEED 2®"I° r �g -- N 2_"- law O 40,000 SQUARE FEET OF LOT AREA; r 7. CONTRACTOR SHALL SANiCUT TO THE FULL DEPTH OF EXISTING PAVEMENT WITH A STRAIGHT VERTICAL EDGE - m I<. '"�- �$ 11 t\ UTILITY POLE . (2)PLACES OF WORSHIP,INCLUDING PARISH, . dF TH€AREAOF THE LOT• FREE FROP.1 IRREGULARITIES WHEREVER NEW PAVEMENT JOINS EXISTING PAVEMENT. CONTRACTOR SHALL ''' I E A 87, m TOTAL BUILDING cOYERAGE: .. *��, M ' ' 3 GRASS f\ :;f HOUSES(BUT EXCLUDING A RECTORY OR DETERMINE EXACT LOCATION AND EXTENT OF THE REQUIRED SAWCUTTING IN ORDER. TO PERFORM THE � "'`"= ' � N • DD "` r l�f 3 F LIGHT POLE „ :§280.13(B) PARSONAGE,WHICH SHALL'CONFORIM TO THE 77,075 SF J 242,298.52 SF=7.. WORKSCOPE DEPICTED ON THE PLANS. TWO FT MINIMUM FROM CURBS,PADS,WALKS,AND WALLS TO PERMIT �"s �% qj II, PROPER COMPACTION OF THE REPLACED SURFACES. C NC.WA1X - REQUIREMENTS FdR A ON€•FAMILY DWELLING} <k > ! Ora SIGN -• '', x �- " o SUBJECT TO THE FOLLOWING REQUIREMENTS: , : GF' y.., " W - ,..._�_," o s. I (A)NO BUILDING OR PART THEREOF SHALL BE 8. REMOVAL INCLUDES, BUT IS NOT LIMITED TO, CURBING, PAVEMENT, UNSUITABLE MATERIALS, AND '`.pp � " i r }1 � YEW HEDGE GRASS m A FIRE HYDRANT ..„ fix,:y : ':::: Y. 1 391' 0 . .. ERECTED NEARER THAN 50 FEET TO ANY UNDERGROUND PIPING. QUESTIONABLE ITEMS ENCOUNTERED (ABOVE AND/OR BELOW GRADE) SHALL BE v;•y dap data C�2024 Terms: Report a map errrar p 0w WATER VALVE ii ! STREET LINE AND NEARER THAN 20 FEET TO BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER OF RECORD IMMEDIATELY IN WRITING BEFORE % , CROSS INLET {B)THETOTALARLACOVEREDBYALL REMOVAL OR DISTURBANCE. VICINITY MAP / STATUE PROPOSED HEATED . ENCLOSURE FOR WATER ` " PRINCiPALAND ACCESSORY BUILDINGS SHALL 9. THE CONTRACTOR SHALL EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO N.T.S. SERVICE METER AND I`.`. C- ORD. ROOF DRAIN NOT EXCEED 20°h OF THE AREA OF THE LOT. .. EXISTING FOUNDATIONS AND OTHER STRUCTURES TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR (3 BACKFLOW PREVENTER O 70- m I TAKING THE APPROPRIATE MEASURES AS NECESSARY TO ENSURE THE STRUCTURAL STABILITY OF EXPOSED • CONC.WALK sms - - ' 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 to COVER ATTACHMENT 3 T `p •,- orS -0 o oR.U" e SAFE WORK AREA, ANY DAMAGE TR DISTURBANCE DUE 0 SUBJECT WORKSCOPE SHALL BE REPAIRED TO APPLICANTIOWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART 4 Q R.D.O s. -57 7' OcAa CLEAN-OUT §280 LIKE-KIND CONDITIONS AT THE CONTRACTOR'S EXPENSE. .`• I (� _ CONC.WALK MINIMUM LOT WIDTH 150 FT 391 FT 27835 MAIN ROAD ' � I I CONIC.WALK t I ATTACHMENT 3 TELECOM MANHOLE P.O.BOX 926 11 I , o. � 10. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT PEDESTRIANS AND VEHICULAR TRAFFIC PD. -- a S S COVER §280 DURING REMOVAL ACTIVITIES. ANY TRAFFIC CONTROL,ACCESS,AND SAFETY PROVISIONS WITHIN THE R.O.W. CUTCHOGUE,NY 11935 III❑I ° EXISTING Q°• MINIMUM LOT DEPTH ATTACHMENT 3 175 FT 391 FT TREE AND ACCESS ROUTES E.G.ACCESSIBLE RAMPS,PEDESTRIAN CROSSWALKS,SIDEWALKS,PAVEMENT STRIPING, TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 11,Lot 1 1�' b b 280 ETC.) SHALL BE THE CONTRACTOR'S RESPONSIBILITY, THE CONTRACTOR SHALL DETERMINE 1 ONE STORY g 0 I LIMIT OF CLEARING MINIMUM FRONT YARD § 50 FT 214.6 FT SITE AREA.................................. 242,298.52 SF(5.5624 Acres) > GRASS z • CHURCH °. ® AND GROUND _..LO(�-. ATTACHMENT 3 APPROPRIATENESS OF REMOVAL ACTIVITIES AND PROVIDE TEMPORARY MEASURES FOR THE PROTECTION AND x 14300 I SAFETY OF THE PUBLIC UNTIL PERMANENT COMPONENTSIREPLACEMENTS CAN BE INSTALLED. CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE(RO) W �, I DISTURBANCEw ai x MINIMUM PRIMARY 280 CURRENTUSE........................... CHURCH T' � "OUR LADY OF GOOD � s § 50 FT 342.5 FT< o N I FRONT YARD ATTACHMENT 3 11. IF SHORING AT A DEPTH GREATER THAN 5' IS REQUIRED TO ACCOMMODATE CONSTRUCTION ACTIVITIES, IT t I Ro' COUNSEL R.C. CHURCH" I.D. - coNc.WALK y MINIMUM SECONDARY §280 SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO RETAIN A LICENSED PROFESSIONAL ENGINEER TO DESIGN PROPOSED USE......................... PARISH CENTER ED y � GRASS � 35 FT 214 6 FT THE REQUIRED SHEETING AND SHORING DETAILS. SHEETING SHALL BE IN CONFORMANCE WITH OSHA FRONT YARD ATTACHMENT 3 } { o - I ' = o REQUIREMENTS. EXISTING FOOTPRINT............... 8,567 SF Of ` `-" �� 3 MINIMUM SIDE YARD §280 15 FT N/A PROPOSED FOOTPRINT......,.... 8,508 SF(INCLUDING BUILDING CANOPY) Q p I I ATTACHMENT 3 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION,SIZE,TYPE,AND DEPTH OF COVERED ENTRY:273 SF N GO iii> '` , I Ro. 2 UTILITIES, PIPING, DRYW'ELLS, ETC. PRIOR TO THE START OF ANY WORK. THE CONTRACTOR MUST CONTACT I Q I MIN:P.IUPJI SIDE YARDS 280 GROSS FLOOR AREA................ LOWER LEVEL......................................2,020 SF -� I .c 35FT NIA THE APPROPRIATE LOCAL "ONE CALL" SYSTEM TO ENSURE THAT ALL UTILITIES ARE PROPERLY AND I COMPLETELY MARKED OUT IN THE FIELD PRIOR TO ANY WORK AT THE SITE. ANY DISCREPANCIES BETWEEN (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF �n., I p U - I EXISTING COMBINED ATTACHMENT 3 ,m ir C) ASPHALT PARKING ENT. f TOTAL...................................................10,528 SF x m w- o , � MINIMUM REAR YARD §280 50 FT 55.5 FT THE FIELD LOCATIONS AND THE PLANS SHALL BE REPORTED TO THE ENGINEER IN WRITING IMMEDIATELY. THE W 1 ' a m 0 ATTACHMENT 3 CONTRACTOR IS ADVISED THAT UTILITY INFORMATION SHOWN ON THE PLAN IS A COMPILATION OF FIELD a O 4 o R.D. LOCATIONS,ABOVEGROUND STRUCTURES THAT WERE VISIBLE AND ACCESSIBLE IN THE FIELD,AND RECORD E C E I V E D V) fV � X EXISTING BUILDING FOOTPRINTS: DRAWINGS AVAILABLE AT THE TIME OF THE SURVEY AND MUST BE CONFIRMED ACCORDINGLY. THE d CONC.WALK 5,700 SF+2,867 SF=8,567 SF � � W a I I -- r�r PROPOSED BUILDING FOOTPRINT: CONTRACTOR SHALL COORDINATE UTILITY DISCONNECTION WITH THE APPLICABLE UTILITY COMPANIES PRIOR ---- I _ �J° I 8,508 SF(INCLUDING BUILDING TO REMOVAL ACTIVITIES. THE CONTRACTOR IS ALSO ADVISED THAT ALL SUCH FACILITIES DISTURBED DURING ' '` - 7 4 4� 1-. I MAXIMUM LOT §280 20% CANOPY) CONSTRUCTION MUST BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. AUG O 1 ZO24 ' - III & Lv 1 V / 0 G 0 q COVERAGE ATTACHMENT 3 13. THE CONTRACTOR SHALL COMPLETELY FILL BELOW GRADE AREAS AND VOIDS RESULTING FROM THE REMOVAL SOUth01d TOWn tea+ �1 TOTAL BUILDING COVERAGE: L- I I W CPO. GAZEBO W � 8,567 SF+8,508 SF=17,075 SF OF STRUCTURES AND FOUNDATIONS WITH SOIL CONSISTING OF MATERIALS FREE FROM DEBRIS, TRASH, Cc) Planning Board >,� > I IE I PROPOSED 2'LONG RE-STRIPE PARKING ® z ° FROZEN MATERIALS, ROOTS AND OTHER ORGANIC MATTER. STONES USED SHALL NOT BE LARGER THAN 6 ` 17,075 SF 1242,298.52 SF=7.05/a N _1 I '..� CONCRETE CURB TAPER STALLS IN KIND X o INCHES IN DIMENSION. PRIOR TO PLACEMENT OF FILL MATERIALS, UNDERTAKE ALL NECESSARY ACTIONS IN J �'. -4 v MAXIMUM 1 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, L- N '----� � PROPOSED SAWCUT AND W HEIGHT ATTACHMENT 3 FOR FLAT OR MANSARD ROOFS 2T-1 y"TO PEAK OF SLOPING ROOF TRASH AND DEBRIS, PLACE FILL MATERIALS IN HORIZONTAL LAYERS NOT EXCEEDING 6 INCHES IN LOOSE Oj ��! �;.., I I ® -.ram- I DEPTH AND COMPACT EACH LAYER AT PLACEMENT TO 95%OPTIMUM DENSITY. GRADE THE SURFACE TO MEET p LIMIT OF ASPHALT N WPLX /"�"( MAXIMUM NUMBER OF 280 *' I I § 2y SINGLE-STORY BUILDING ADJACENT CONTOURS AND TO PROVIDE SURFACE DRAINAGE. REFER TO GEOTECHNICAL REPORT (IF OL J GRa r-�. Il !a � f PAVEMENT REPLACEMENT G\�,E- ,/® STORIES ATTACHMENT 3 PROVIDED) FOR FURTHER RECOMMENDATIONS. REFER TO GRADING PLAN FOR PROPOSED SURFACE I +a'. .','.'.' .� M VARIANCE REQUIRED ELEVATIONS. l- RO ZONE �C;, t 14. UNDERGROUND STORAGE TANKS, IF ENCOUNTERED,SHALL BE EMPTIED.CLEANED AND REMOVED FROM THE •' PROPOSED ® tom` k SITE IN ACCORDANCE.KITH FEDERAL,STATE,COUNTY,AND LOCAL REQUIREMENTS. O ASPHALT :.'...:..: .:::.. ......... mow' ___ r - r. � �. PAVEMENT .'.'..'.'.'.'..'.'.'.�.'.'..'.'.'..'.'.'..'.a, •••••, s. } •- . �' '.'.°. '..... .'.'.'. .'.'.'.'.'.'.'.'.'.PROPOSED CONCRETE ✓ PARKING CALCULATIONS „} 15. PROPOSED TREE PROTECTION FENCE TO BE INSTALLED BEFORE THE START OF REMOVAL ACTIVITIES AND TO f I ITEM SECTION PERMITTEDIREQUIRED PROPOSED BE REMOVED AFTER CONSTRUCTION IS COMPLETE. > �( CURB > PROPOSED :. .ice. .. .. ..•.•:•:•:•:•. .•:•:,:•. .. :•:•:•:.:•:•:•:•:•:•:• 10' ROPOSEDADA R40ZONE C.C. L LANDSCAPE % .:.. .E„ . 10' ,.(,Ii.:. .. .. ":.'.'.::.:....:.RAP,AP(TYP.) E.A. ors Ors 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.) ... ...® .. . .. .'.(TYP.)'.. . .... . ...• ••• •• • 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 R3'• • • • R3' 8' t"!Imo( 0 § 00 PARISH CENTER PARKING REQUIRED:86 STALLS TOTAL PARKING:132 STALLS PERMITS, SIGN OFFS, 'AND CONSTRUCTION INSPECTIONS,ACCORDING TO GOVERNING BUILDING CODES AND > z • •'R5 ••• •' PROPOSED ADA AND PROPOSED 2'LONG .. . . • - `' p• I. "VAN ACCESSIBLE"SIGN 3 ®. . ,'.'. .'. .'. .".'.'. .'.'.'. •-•` •••" . . .p. . . . . . . , , • ,„ , •,„ , CONCRETE CURB TAPER Q WHEN ANY LOT CONTAINS TWO OR MORE USES HAVING DISPOSAL OF ALL MATERIAL IN ACCORDANCE WITH STATE AND LOCAL LAW. T 5' _ PROPOSED • •� • •• --•• 7' 7 .- 19' PROPv SED"NO "'� DIFFERENT PARKING REQUIREMENTS,THE PARKING . . . o CONCRETE LY TO THE 17• SIDEWALKS, CURBS, OTHER EXISTING SITE APPURTENANCES DAMAGED BY CONSTRUCTION SHALL BE 2 07/19/24 AM ISSUED TO TOWN "} PARKING ANYTIME"SIGN REQUIREMENTS FOR EACH USE SHALL APP o :a'�° ` • v 0 0 PROPOSED PARISH CENTER ONLY REPAIRED OR REPLACE. IN KIND OR UNLESS NOTED OTHERWISE UNO,WHETHER SPECIFIED ON THIS PLAN OR SIDEWALK :, l� 0 � I EXTENT OF THAT USE.WHERE IT CAN BE ( ) 1 05/14124 DID REV PER CLIENT COMMENTS - - OPEN DURING PERIODS OF TIME NOT,AT THE SOLE COST Or THE CONTRACTOR. r. • . `�' APPROXIMATE LIMIT OF CLEARING I CONCLUSIVELY DEMONSTRATED THAT ONE OR A40RE WHEN CHURCH IS NOT IN USE. > •` `' ' . '21' ... -`w g.11' +`22 9.11' `. AND GROUND DISTURBANCE If COMBINED SPACES §280-78(G) SUCH USES WILL BE GENERATING A DEMAND FOR NO. DATE BY DESCRIPTION + •`+ PARKING SPACES PRIMARILY DURING PERIODS WHEN THEREFORE,THE PROPOSED PARISH 18. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS. % 19.52' 19.94' 57.81' N (, CENTER WILL NOT GENERATE A s. r'd:Fx7 cn THE OTHER USE OR USES IS NOT OR ARE NOT IN > 55.5 GREATER DEMAND FOR PARKIN I v E G G" 19. SEQUENCE AND COORDINATION OF CONSTRUCTION IS SOLELY THE CONTRACTOR'S RESPONSIBILITY. :' :. ., (REAR YARD).• .: ... :::. OPERATION,THE PLANNING BOARD MAY REDUCE TH REVISIONS �;,;„ , PROPOSED SINGLE-STORY PARISH ,:,::, 5 a a TOTAL PARKING SPACES REQUIRED FOR THAT USE 1`.`.`. cc 0 WITH THE LEAST REQUIREMENT. 20. PRIOR TO THE COMMENCEMENT OF ANY WORK WITHIN A NYSDOT AND TOWN OF SOUTHOLD RIGHT-OF-WAY THE111. `> CENTER WITH PARTIAL CELLAR APPLICANT/OWNERfDEVELOPER/CONTRACTOR MUST OBTAIN A RIGHT-OF-WAY WORK PERMIT FROM NYSDOT 1. ' " ' .'.`.`..• �, .... CELLAR:2,020 SF 1. - .I .I "",-- - I THREE HUNDRED FIFTY SQUARE FEET SHALL BE AND TOWN OF SOUTHOLD. • FIRST FLOOR:$,50$SF • 0 I CONSIDERED ONE SPACE(TO PROVIDE ROOM FOR 10'x 20'PARKING STALLS WITH 24.5' '"4 • `. 0 •0.> MINIMUM STALL SIZE § 80 78(C STANDING AREA AND AISLES FOR MANEUVERING.THE MIN.DRIVE AISLE 21. ANY UTILITIES INCLUDING POLES REQUIRED TO BE RELOCATED D .� . . ` ` ` ` COVERED ENTRY:273 SF "?,;,� .` `I`` ) DUE TO THE INSTALLATION OF THE REQUIRED / } • ` `. �: ; U± • ) MINIMUM PARKING STALL WIDTH SHALL BE NINE FEET, 8'x 20'(ACCESSIBLE STRIPED STALL) IMPROVEMENTS SHALL BE RELOCATED AT THE EXPENSE OF THE 97 2T 214.6 AND THE MINIMUM LENGTH SHALL BE 19 FEET. APPLICANTIOWNER/DEVELOPER/CONTRACTOR. 1. . . 40.23 (FRONT YARD)• - - . .` Ore ` ` ` • ` ` ` • ` ` ` wEq'J 22 ALL TRAFFIC ROAD MARKING SIGNS,. .`. )��-: • , , , , • . . . O ACCESSIBLE PARKING.. . . EXISTING A A D!N ? -s • • • - • • • • • • • ` ` ` ` • • ` . ` ` ` ` ` ` • ` ` `.`.`.`.` - 16 SPACES G THE PROCESS OF CONSTRUCTION SHALL THAT ti ` �®� SAND LIGHT SIGNALS T MAY HAVE BEEN MOVED OR DAMAGE '1-1 J `,'° ,` in 8'x 19'STALLS PLUS ADJACENT 8'x 19'TRANSFER AREA S L BE RESTORED AT THE APPLICANT'S EXPENSE TO AT LEAST THE SAME V ! % „ IBC NYS PROPOSED ACCESSIBLE PARKING: QUALITY AND CHARACTERISTICS THAT EXISTED BEFORE CONSTRUCTION BEGAN. THE APPLICANT SHALL BE �Z�` *+ +a+ ACCESSIBLE PARKING 5 ACCESSIBLE SPACES REQUIRED WHEN 101 TO 150 `0`• `•�• • • - • • ` •W• 0 7��77~ Y --- '--'LCGED) I 1106.1 1 SPACE FURTHER RESPONSIBLE TO INSURE THAT, IN THE ROADWAYS ADJACENT TO THE CONSTRUCTION SITE,THESE pp TOTAL PARKING SPACES PROVIDED 664 BLUE POINT ROAD, UNIT B � d �` . . . . . . . . . . . . . . . ..� t�Ol--'�'- �- 1 O . Q O I TOTAL ACCESSIBLE PARKING: MARKINGS, SIGNS AND SIGNALS, ARE MAINTAINED DURING THE ENTIRE PERIOD OF CONSTRUCTION. IF 0 `\� 17SPACES REPLACEMENT OR UPGRADE IS REQUIRED, SAME MUST BE APPROVED BY THE NYSDOT AND TOWN OF H®LTSVILLE, NEW YORK11742 O • o" ® SOUTHOLD. ry� MINIMUM AISLE WIDTH §280-78(C) 22 FEET 24.5 FEET ;7 `-"�7�:�,` . •.` . •` -J✓� •! "�iN 23. ALL ACCESSIBLE PARKING,CURB RAMPS,AND OTHER APPURTENANCES OF ACCESSIBLE ROUTES ARE TO MEET www.KeyCivilEngineering.com o �.� . . . . . . . o THE REQUIREMENTS OF THE 2020 NYS BUILDING CODE CHAF I ER 11-ACCESSIBILTY,AND ICC/ANSI A117.1-2009. z I N ¢ Q �`"'EC(;O'_:.` (, -s `� Q W,w. .-12 'A UNOBSTRUCTED ACCESS TO AND FROM A STREET PROJECT NAME r o �£RS 0 I SHALL BE PROVIDED.SUCH ACCESS SHALL CONSIST 24. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS �2 OfQ w Q Q ` Q `F" OF AT LEAST TWO TEN-FOOT LANES FOR PARKING ASSOCIATED WITH THE PROJECT WORKSCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE B 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 �zovnQ 0 Q � 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 HEAR' PROPOSED PARISH CENTER a 1 STY 51' ACCESS §280-78(D) LOCATED WITHIN 50 FEET OF ANY STREET Q COMPLIES THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL w EXISTING INTERSECTION NOR EXCEED A GRADE OF 6/o WITHIN 25 CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF 14300 MAIN ROAD _ ` Q Q 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 REGULATIONS AND CODE. MATTITUCK NY 11952 •WOOD •❑ • RA POINT.ALL POINTS OF INGRESS OR EGRESS SHALL BE e STEPS U 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 TOWN OF SOUTHOLD, COUNTY OF SUFFOLK Q ` 0 Q 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 Z Cp Of /`/�,® Q I BOARD. PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE"MEANS AND METHODS"REQUIRED p�I Fes- I ?Jr 15 0 0 0 Q 018 0 ALL OPEN PARKING AREAS SHALL BE PROPERLY TO MEET THE INTENT ANDJURISDICTION FQft EXCAVATION ANRMANCE D/OR OR TRENCHTERIA OF ING NG PROCEDURES,AS WELL AS ANY OTHER ENTITY THAT HAS �n, DRAWING TITLE ��w U I �j/ Fu7 o � � � DRAINED WITHIN THE PREMISES,AND ALL SUCH AREAS X W z r Q a SHALL BE PROVIDED WITH A DUSTLESS SURFACE, 26. THE TOPS OF EXISTING MANHOLES,INLET STRUCTURES,AND SANITARY CLEAN-OUT TOPS SHALL BE ADJUSTED, H NO= G Q � EXCEPT FOR PARKING SPACES ACCESSORY TO A IF REQUIRED,TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS. V) a- tR4A4E ~'♦ 0 `� DRAINAGE AND ONE-FAMILY OR TWO-FAMILY RESIDENCE.CURBS, GARAGE 156.30, a 0 0 0 0 I SURFACING §280-78(E) COMPLY WIDEWALKS AND TH STANDARDS DRAINESTABLAGE FACIHEDLITIES SHALL COMPLIES 27 IN CASE OF ENGINEER IN WRITING DISCREPANCIES ANY CON L E PLANS AND FIELD CONDITIONS, IMMEDIATELY NOTIFY THE PROJECT SITE PLAN now Or for i �. _ 0 1 ORDINANCES.REGULATIONS OR SPECIFICATIONS AND merlS. SHALL N APPROVED AND CONSTRUCTED UNDER THE �",� I �AndlpS HaUs1er & I now FRAME `�® d 28. CONTRACTOR SHALL BE REQUIRED TO SECURE ALL NECESSARY PERMITS AND APPROVALS FOR ALL OFF-SITE SUPERVISION OF THE SUPERINTENDENT OF HIGHWAYS MATERIAL SOURCES AND DISPOSAL FACILITIES. CONTRACTOR SHALL SUPPLY A COPY OF APPROVALS TO GARAGE 89'Jr$'.r?D►,W 00 OR HIS AGENT. PROJECT ENGINEER AND OWNER PRIOR TO INITIATING WORK. DATE: 05/03/2024 � I ea Hauser °r formed I "® Q W I` Karen yn 275. � � (1)WHEREVER A PARKING AREA OF OVER FIVE SPACES L- �( Malcomso I 45 _ 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 TAx Lor: 27 now 41 I .. ^-^- LOT LINE OF A LOT IN ANY RESIDENCE DISTRICT,SAID ENGINEER OF RECORD AT END OF CONSTRUCTION. L USE: RESID Or forMerl I G4R4GE 61ftLi DR � PARKING LOT SHALL BE SCREENED FROM SUCH PROJECT NUMBER: 23200 O Q N PU ONE:R--4p Ce i TAX JOhn A gOgll vy I I)nOw Or forme! 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 -c BLIC LOT: Donn y THICK HEDGE APPROVED BY THE PLANNING BOARD. SHOW THE GENERAL SCOPE OF THE WORK AND DO NOT NECESSARILY SHOW ALL DETAILS REQUIRED FOR 0 o 4-1 I WATER I USE: RES/DCNnAL LindaCOStan2o DRAWING BY: AM GENERALLY,SUCH SCREEN SHALL BE NOT LESS THAN COMPLETE FINISHED WORKING SYSTEMS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL C I PUBLIC' A TER ( USE: RESID Nng7 29 TAX Co 3panzo FOUR FEET NOR MORE THAN EIGHT FEET IN HEIGHT. MATERIALS AND LABOR AS NECESSARY FOR THE CONSTRUCTION OF COMPLETE WORKING SYSTEMS. CHECKED BY: MP Lor. PUBL/C ZONE.R- USE. RESIDEN (2)WHENEVER A PARKING AREA OF OVER FIVE SPACES 31. ELECTRICAL WORK SHALL BE IN CONFORMANCE WITH THE NATIONAL ELECTRICAL CODE(NEC). I wAT 4o zo nAL ER NE:R-40 I IS LOCATED ACROSS THE STREET FROM OTHER LAND APPROVED BY: MP REFERENCES I I PUBLIC WATER I I REGULATIONS FOR IN ANY RESIDENCE DISTRICT,IT SHALL BE SCREENED 32. ALL EXCAVATIONS SHALL BE BACKFILLED AT THE END OF EACH WORK DAY OR PROTECTED WITH TEMPORARY I FROM THE VIEW OF SUCH LAND BY A THICK HEDGE, FENCING IN COMPLIANCE WITH OSHA REQUIREMENTS. SEAL &SIGNATURE: ALTERATION OR ADDITION TO THIS THIS PLAN REFERENCES: I PARKING SPACES DOCUMENT EXCEPT BY A LICENSED WALL OR FENCE,APPROVED BY THE PLANNING BOARD, PROFESSIONAL ENGINEER IS A ADJACENT TO LOTS IN §280-78(K} COMPLIES F N E vIOFESSIO A SECTION R IS LOCATED ALONG A LINE DRAWN PARALLEL TO THE 33. DEWATERING(IF REQUIRED)SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL&STATE REGULATIONS,AND d �l/ BOUNDARY AND TOPOGRAPHIC SURVEY ANY RESIDENCES Y 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 ��` O STATE EDUCATION LAW AMERICAN ENGINEERING&LAND SURVEYING P.C. DISTRICT SUCH SCREENING TO BE INTERRUPTED ONLY AT PERMITS. � 1t1 PILO;,O /I �/I 1171 OLD COUNTRY ROAD-SUITE 6 POINTS OF INGRESS AND EGRESS.GENERALLY,NO * �1� * DRAWING No: PLAINVIEW,NY 11803 GRAPHIC SCALE SUCH SCREENING SHALL BE LESS THAN FOUR FEET �t, DATED:02/19/2024 40 0 20 40 80 160 NOR MORE THAN SIX FEET IN HEIGHT.THE OPEN AREA rr" e`�`_ O_ BETWEEN SUCH SCREENING AND THE STREET SHALL '� � O A . LU , , BUILDING ARCHITECTURAL LAYOUT , h \`�`' ''" � p ,: �',� S Al E BE LANDSCAPED!N HARMONY WITH THE LANDSCAPINGI. PREVAILING ON NEIGHBORING PROPERTIES FRONTING :: Am � PREPARED BY: ON THE SAME STREET.TWO IDENTIFICATION AND !! ::I JhAN ARCHITECTURE P.C. IN FEET io fl8155� �,� 406 NORTH COUNTRY ROAD DIRECTIONAL SIGNS LOCATED ON THE STREET SIDE OF .. A•Y, A�- SAINT JAMES,NY 11780 1 inch = 40 ft. SUCH SCREENING SHALL BE PERMITTED;HOWEVER, - >_SSIO�' DATED:04/03/2024 THEY SHALL NOT EXCEED AN AREA OF THREE SQUARE Know what's b@IOW, �-=" FEET EACH. Call before you dig. VICINITY MAP BACKGROUND DATA 1-800-272-4480 PROVIDED BY MAPS,GOOGLE.COM MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 1 OF 9 YAKey CivillProjecte,2023,23200.JMN Architecture 14300 Main Road_Mattit-IcMDraw:ngs\Key Civik23200---2024 07.19-_SPP2--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 Cz' y - EXISTING ITEM REMOVAL PREMISES PRIOR TO REMOVAL ACTIVITIES AND SHALL PERFORM ALL AGENCY NOTIFICATIONS AS REQUIRED. ®® PROPERTY LINE *; >_ 3. EXCAVATION SHALL BE PROPERLY BA.CKFILLED WITH CLEAN,SUITABLE MATERIAL.THE CONTRACTOR SHALL REFER 70 / BUILDING THE GEOTECHNICAL REPORT OR CONSULT WITH THE GEOTECHNICAL ENGINEER FOR INSPECTION AND CERTIFICATION. W WATER SERVICE 4. THE CONTRACTOR SHALL INSTALL A TEMPORARY PROTECTIVE FENCE IN ACCORDANCE WITH FEDERAL,STATE,COUNTY / AND LOCAL CODES AND REGULATIONS AT LOCATIONS WHERE HAZARDOUS CONDITIONS EXIST AS A RESULT OF ��+ 2 m r.e E ELECTRIC SERVICE c IC E REMOVAL ACTIVITIES. ' — _ e✓ P06d�,. G GAS SERVICE 5. THE UTILITY INFORMATION SHOWN ON THE PLAN IS A COMPILATION OF FIELD LOCATIONS.ABOVEGROUND STRUCTURES �v 168. __ TELECOMMUNICATIONS THAT WERE VISIBLE AND ACCESSIBLE IN THE FIELD,AND RECORD DRAWINGS AVAILABLE AT THE TIME OF THE SURVEY. ®__----' �~ — T SERVICE THE FEASIBILITY OF ALL UTILITIES(DRAINAGE,SEWER,WATER,GAS,ELECTRIC,PHONE,CABLE,ETC.)AND/OR UNDERGROUND STRUCTURES TO BE REMOVED OR RELOCATED HAS NOT BEEN CONFIRMED WITH THE GOVERNING 5 MttltuCkffoj �A Ll`NE �-- gg—: - '�0 °i X FENCE -i 4 �} - 5 fY AGENCIES AND MUST BE REVIEWED FURTHER PRIOR TO PREPARATION OF CONSTRUCTION DOCUMENTS. ,,, 'IN� () sue' 1 ... g DOUBLE w� � �--- 6g WALL 6. PRIOR TO STARTING ANY DEMOLITION,THE CONTRACTOR IS RESPONSIBLE FOR.RO: 'VJ` t� ds1i ' � WETLANDS .,•,.. a. ENSURE COPIES OF ALL PERMITS AND APPROVALS MUST BE MAINTAINED ON SITE AND AVAILABLE FOR REVIEW. UTILITY POLE BOUNDARY b o PST. ! . INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE. m%' ( 1'' �• LIGHT POLE c. PROTECTING AND MAINTAINING IN OPERATION,ALL ACTIVE SYSTEMS THAT ARE NOT BEING REMOVED DURING z , N7 Wt�.a ALL DEMOLITION ACTIVITIES. 4$ + ppp , h` ocs. SIGN d. COORDINATION WITH UTILITY COMPANIES REGARDING WORKING"OFF-PEAK"HOURS OR ON WEEKENDS AS MAY -` - EA $7• _ �""' GRASS n BE REQUIRED TO MINIMIZE THE IMPACT ON THE AFFECTED PARTIES. •1 00 ` n FIRE HYDRANT e. A COMPLETE INSPECTION OF CONTAMINANTS BY A LICENSED ENVIRONMENTAL TESTING AGENCY OF ALL Z I I BUILDINGS AND/OR STRUCTURES TO BE REMOVED. SAME SHALL BE PERFORMED IN ACCORDANCE WITH ALL �z ' S ow WATER VALVE APPLICABLE LOCAL,STATE,AND FEDERAL ENVIRONMENTAL REGULATIONS.ANY/ALL CONTAMINANTS SHALL BE h \` ;. REMOVED AND DISPOSED OF BY A FEDERALLY LICENSED CONTRACTOR IN ACCORDANCE WITH FEDERAL,STATE, ' H�• to©2O 10, I I 3 's.- o ,E Map da 24 Terms . Reportamap error GRASSj I t INLET AND LOCAL REGULATIONS.ALL ENVIRONMENTAL WORK INCLUDING HAZARDOUS MATERIAL, SOILS,ASBESTOS, YEWEa..ep, Ik oR.D. ROOF DRAIN OR OTHER REFERENCED OR IMPLIED HEREIN IS THE SOLE RESPONSIBILITY OF THE ENVIRONMENTAL CROSS �� j! CONSULTANT. VICINITY MAP `'-... � .. � \t-� •```` / �A�E \ j S SANITARY MANHOLE 8, N.T.S. COVER IN THE ABSENCE OF SPECIFICATIONS,THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVITIES,DEMOLITION AND REMOVAL OF ALL FOUNDATION WALLS,FOOTINGS,AND OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE IN �� jf I ocm CLEAN-OUT ACCORDANCE WITH DIRECTION BY THE STRUCTURAL OR GEO-TECHNICAL ENGINEER. PROJECT DATA _� _- CONIC.WALK � ' I I TELECOM MANHOLE APPLICANT/OWNER.•.................. ROMAN CATHOLIC CHURCH OF THE SACRED HEART O Q ❑A.C. °io:o I COVER 9. CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS,STREETS, 27$35 MAIN ROAD In oT� �� ,«s - SIDEWALKS,WALKWAYS,AND OTHER ADJACENT FACILITIES. \ o _ t CONC.WALK TREE Q P.O.BOX 926 �CDPiry, ALK H , a.' I 10. DEMOLITION ACTIVITIES AND EQUIPMENT SHALL NOT USE AREAS OUTSIDE THE DEFINED PROPERTY LINE WITHOUT CUTCHOGUE,NY 11935 > -� R.D. SAWCUT LINE —w„__—__ $ j WRITTEN PERMISSION OF THE OWNER,AND/OR APPROPRIATE GOVERNMENT AGENCY. TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 11,Lot 1 PROPOSED LIMIT OF z LIMIT OF CLEARING AND _ _ CLEARING AND GRADE \ I ?� c EXISTING j I GRADE DISTURBANCE —LC� 11. USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR IN SITE AREA.................................. 242,298.52 SF(5.5624 Acres) DISTURBANCE GRA i�H CH U ! ® O II I ACCORDANCE WITH FEDERAL,STATE,AND/OR LOCAL STANDARDS.AFTER THE DEMOLITION IS COMPLETE,ADJACENT CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE(RO) �..,.... _ @ ! j _ I STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION > PROPOSED LIMIT OF \ U f s. OPERATIONS.THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR"PRE-DEMOLITION" CURRENT USE........................... CHURCH OUR LADY OF GOOD CONDITION. PROPOSED USE......................... PARISH CENTER WOODED AREA TO BE CONC.WA R. COUNSEL R.C. CHURCH' 'D• REMOVED \ EXISTING FOOTPRINT............... 8,567 SF %A_�C. GRASS 12. THE CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A \ 0 1 MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME. PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) 2S = mfa±F._-_ j COVERED ENTRY:273 SF < O ' I aECTwc _-- ff I 13. THIS PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS!GOND!TIONSWHlCH ARE TO BE REMOVED.IT IS NOT N m RD. INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL METHODS AND MEANS ARE TO BE IN ACCORDANCE WITH GROSS FLOOR AREA................ LOWER LEVEL......................................2,020 SF 2 (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF ¢ 'I j Q ( FEDERAL,STATE,LOCAL,AND JURISDICTIONAL REQUIREMENTS.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TOTAL...................................................10,528 SF O U EXISTING BSw1i. OSHA AND/OR OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE. ASPHALT PARKING FNr. (j O 14, DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE.ALL DEMOLITION WASTES AND DEBRIS(SOLID WASTE)SHALL BE ~a z� DECEIVED N 4 R` j DISPOSED OF!N ACCORDANCE WITH ALL TOWN,COUNTY,STATE,AND FEDERAL LAWS AND APPLICABLE CODES. X CONIC.WALK 15. IN ACCORDANCE WITH STATE LAW,THE CONTRACTOR SHALL BE REQUIRED TO CALL THE BOARD OF PUBLIC UTILITIES OR sLi CALL DAMAGE PROTECTION SYSTEMS FOR UTILITY MARK OUT IN ADVANCE OF ANY EXCAVATION. AUG O 1 2024 16. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING SITE IMPROVEMENTS AND UTILITIES.ALL Southold Town � d .4 j O DISCREPANCIES SHALL BE IDENTIFIED TO THE ENGINEER IN WRITING. Planning Board p PROPOSED SAWCUT " I GAZEBO w s AND LIMIT OF ASPHALT 17. ALL DEMOLITION DEBRIS TO BE REMOVED BY CONTRACTOR IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS. asp I ® II z REPLACEMENT �! N ' c 18. CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN DEMOLITION PERMIT AND NECESSARY UTILITY DISCONNECTS. 12 _j ' �~ \� �Ss o I I ... —-1 nTg EXISTING LIGHT POLE / / } C� AND ASSOCIATED ELECTRIC SERVICE TO i� Fa Orl BE REMOVED ? ' EXISTING TREE TO PROPOSED LIMIT OF 0 00 �n BE REMOVED(TYP.) v CLEARING AND GRADE I I 2 07/19/24 AM ISSUED TO TOWN DISTURBANCE d 1 05/14/24 DD REV PER CLIENT COMMENTS !� w �l 3c: Q Q ® i I NO. DATE BY DESCRIPTION > Q Q I j Q �� REVISIONS i coo —MID LCGO —Lcbb A, Co3VIL w Lo 3t LCGD aun 1 664 BLUE POINT ROAD, UNIT IB R� • e Q 0 1fSTY• p�K j o I HLTSVILLE, NEW YORK 11742 �.. cn (631) 951- 5 6 o a ` S e'�.,rLP. www.K� Civil6n ineerin .com �t W7 LO Y 9 9 zt `�Q�'LCQD-- —LM-- � Q w•W. o PA s ' PROJECT NAME Q i B. ROMAN CATHOLIC CHURCH OF THE SACRED . 1 HEART PROPOSED PARISH CENTER 1 STYE 14300 MAIN ROAD W.W. FF27.87 T, GRAVEL/DIRT GDRNE MATTITUCK, NY 11952 Q STEPS u° TOWN D ST.o 000, SECT.:OLD,14 COUNTY BLOCK 1 S LOT01 K ¢ ITS �c� I o I DRAWING TITLE O M .. I W are Q�N� Q p SITE REMOVALS LAN a. GARAGE6 FRAME now or for I Douglas merly I _ DATE: 05/03/2024 � I Andrea Hausler now ar cacE N8g°58'Sp„ Hausler SCALE: 1" =40' for •� Karen A�Ialc mson 275•45' `� -� �.. � CD c USE x LOT. 27 now or for FRAME Annfi NeQ�E` PROJECT NUMBER: 23200 o r .` 2 RESIDENCE Jahn A merly I now arpwuT DenEwar DRAWING BY: AM a. a) 1U ONE•R-40 I TAX Bagl ivi I for I BLIC WATER I US. LO EN 8 Dann Cost Merl RESID anzo CHECKED BY: MP SAL da Costanzo I PUBLIC WA7rR USE RESIDNTAL 29 Use. LOT• 30 APPROVED BY: MP I RESID I PUBLIC WATER E.R_40 ZON L 40T A I SEAL &SIGNATURE: ALTERATION OR ADDITION TO THIS I I PU$L/C• WATER I I DOCUMENT EXCEPT BY A LICENSED r r PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, K�Ci /O SUB-DIVISION 2,OF THE NEW YORK PILaTT9 �,5,• STATE EDUCATION LAW GRAPHIC SCALE DRAWING No: ao o ao ao ao 160 r •;; a NOT t.I jE LED LIJ ( IN FEET d� aFt 155?1 1 inch = 40 ft. Know what's below. --� Call before you dig. / 1-804-272-4480 � ARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 2 OF 9 YAKey CiviI\PrcjectsQO23\23200_J%1N Architecture_.14300 Main Road..,Matt:tuck\DrawingsV<ey Civik232002024 07.19-.SPP2_SPDES_RPZ.dwg Y. LANDSCAPE NOTES /'%�, .:,, '` I tw, 11 r' 1. THE LANDSCAPE CONTACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING,FINISHED GRADING,SOIL PREPARATION,PERMANENT SEEDING OR � p ,,� w . N`� ,, SODDING,PLANTING AND MULCHING INCLUDING ALL LABOR,MATERIALS,TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT, !+I t, e UNLESS OTHERWISE CONTRACTED BY THE GENERAL CONTRACTOR. \�. '• "' 2. EXISTING VEGETATION SHALL BE RETAINED UNLESS SPECIFIED ELSEWHERE ON THIS PLAN. . " <'' .\�\ 11 ' 3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN,A TREE PROTECTION ZONE SHALL BE ESTABLISHED AT I 'gyp I `�, /°N - \_,, \� \ (�( THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT OF CONSTRUCTION DISTURBANCE,WHICHEVER IS GREATER.LOCAL STANDARDS MAY 1 � . , `6 �\�_,_,_ ' \ �`\ REQUIRE THAT A MORE STRICT TREE PROTECTION ZONE SHALL BE HONORED. ' ,', '\ I I CRASS 4. AT NO TIME SHALL MACHINERY,DEBRIS,FALLEN TREES OR OTHER MATERIALS BE PLACED,STOCKPILED OR LEFT STANDING IN THE TREE PROTECTION � ��f` 25 GRPJ I \\\\ ZONE. •�' I _ , I.:. \ ,,,•• ----'" 5. ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE"AMERICAN STANDARD FOR NURSERY STOCK". 26� � 1 C $ iJ4 i \\`\\ - ' / - \ �\ I w BRK. 6. CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX INCHES(T)ABOVE THE NATURAL GRADE FOR F 1,\ ::!PO II/ 11 \ PLNTR. X I �' TREES UP TO AND INCLUDING A FOUR INCH(4")CALIPER SIZE. ,,, 1 \ -� \ ` J 7. CONTRACTOR SHALL PROVIDE A SIX INCH(T)THICK MINIMUM LAYER OF TOPSOIL,OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT,IN ALL PLANTING `'`' ..--,--- �' L, --..-. \ r i � I: I AREAS.TOPSOIL SHOULD BE SPREAD OVER A PREPARED SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS. � `� ,, a ? F \ ° C. I 1 8. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY,THE PROPOSED LANDSCAPE.AS SHOWN ON THE APPROVED LANDSCAPE PLAN,MUST BEII INSTALLED,INSPECTED AND APPROVED BY THE APPROVING AGENCY.THE APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN \M Ituc` 7 V, �` .-.. 23 (:I� \ c X X I I THIS REGARD AS FOLLOWS. THE PLANTING OF TREES,SHRUBS,VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE FOLLOWING PLANTING ° �1tAtte Ii\/ '� \ "ll, � r �) SEASONS: 1\ / '�b \ 23 l 0 \ T•S• 8.a.PLANTS: MARCH 15 TO DECEMBER 15 . WETLANDS )?y/ v ��_ S. 8.b.LAWN: MARCH 15 TO JUNE 15 OR SEPT.1 TO DECEMBER 1 = BOUNDARY €j rI/ U / E.A. C. 8.c.TREES OCTOBER 1 TO DECEMBER 1 AND MARCH 1 TO MAY 31 * m ff � iII, i PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT APPROPRIATE SEASON AT THE MUNICIPALITY'S t e. _- �4 ;I y r- ) I -•� \ I DISCRETION.CONTRACTOR SHOULD CONTACT APPROVING AGENCY FOR POTENTIAL SUBSTITUTIONS. 1 :; €L PROPOSED SODDED - i � // C.C. CD I 9. THERE SHALL BE NO PLANT SUBSTITUTIONS UNLESS AUTHORIZED BY LANDSCAPE ARCHITECT AND/OR STAFF OF THE LOCAL MUNICIPALITY. f , ''\ t ( ) C) ) 10. NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING. WATER SHALL BE APPLIED TO EACH TREE � )"AREA TYP. \ E.A. I * C � ,.- /� AND SHRUB IN SUCH PLANNER AS NOT TO DISTURB BACKFILL AND TO THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY " f \/' ___� OT.S. Oj'S' dl I SATURATED.WATERING SHALL CONTINUE ROUTINELY AT LEAST UNTIL PLANTS ARE ESTABLISHED. ` -" 6 ,� ' 1� C I. W^µ f '`` �` /0 \ di di dl di di '..'l," !" Mapdata02024 Terms , Reportamaperror '� /" ,,� I ! I I 11. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FORA PERIOD OF ONE(1)YEAR FROM APPROVAL OF LANDSCAPE INSTALLATION BY THE �� y f\ /) 24 i` ®� 1� ®) \ ° 1 ' I APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH A MAINTENANCE BOND FOR TEN PERCENT(10%)OF THE VALUE OF THE LANDSCAPE a 25 P4 �_j \, /; \ o=d e�5' I INSTALLATION WHICH WILL BE RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND WHEN A FINAL INSPECTION HAS BEEN COMPLETED AND VICINITY MAP ay I APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. 0 N.T.S. 1 T1 ° _� 0 , 12. CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE-OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY LANDSCAPE '� �_ - F LITY ES SHALL BE D THREE DAYS R TO THE NNING E 4 S2 ® f � I 13. CONTRACTOR!SHALL ENSURE E THAT THE ROPOSEDETR ES ARE)NOT PLANTTED ON TOP OFIUND UNDERGROUND PIPES AND ACHIEVE MAXIMUM SEPARATION PROJECT DATA 24 � �'� 24 C° ° ° POSSIBLE. "/ F PROPOSED TREE APPLICANT/OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART -0 L- PROPOSED SODDED PROTECTION FENCE Al III 14. CONTRACTOR SHALL PROVIDE AN AUTOMATIC IRRIGATION SYSTEM FOR ALL LANDSCAPE AND LAWN AREAS.THE SYSTEM SHALL MEET ALL CODE 27$35 MAIN ROAD 15 P2 15 P2 3 P3 5 S1 20 P1 3 P3 Ck3-' REQUIREMENTS. ' O 3 P3 125 P1 E I'1 AREA(TYP.) 0 r P.O.BOX 926 � % TAX MAP NUMBER UTC000,Se NY 11935 lo 3 P3 I C 6 S2 ;, ca U",1B Dist.1000,Sect.114,Block 11,Lot 1 �; o SOD SPECIFICATIONS 4 S1 1 S4 .?? 1 S4 9.11, SITE AREA.................................. 242,298.52 SF(5.5624 Acres) - - cy 9.11': a % 1.PRIOR TO SODDING,MIX TOP 4"LAYER OF TOPSOIL WITH FERTILIZER AND LIME. 10-20-10 CURRENT ZONING RESIDENTIAL R 40&RESIDENTIAL OFFICE - '!I::. !. �S FERTILIZER SHALL BE APPLIED AT THE ATE OF 500 POUNDS PER ACRE OR 11 POUNDS PER 1,000 ..................••• E(RO) �' %..,._ 19. 11 .94' 57.81' 2 S3 ., 2 S1 ::st} S.F. �� w w w 19.52' I 5 S3 . LIME SHALL BE APPLIED IN ACCORDANCE WITH THE FOLLOWING CHART. CURRENT USE........................... CHURCH 1S4 ' 1S4 i :. w w w :; SOIL TEXTURE TONS/ACRE LBS/1 000 S.F. PROPOSED ENTER N � ,' APPROXIMATE LIN11T OF J w w :� ".� CLEARING AND GRADE !!! ORGANIC HIGH SOIL EXISTING FOOTPRINT............... 7 SF w w w t;r" __4 DISTURBANCE 0 RO OSED USE PARISH C I. w w w ii 6 S1 SILT LOAM 8 56 CLAY,CLAY LOAM, PROPOSED FOOTPRINT........... 08 LNG CANOPY) -io w w w 1 S2 D,SAND SD 1 405 5 SF(INC PY) 6, :: 1 , : 1 Y LOAMY SAND, COVERED ENTRY:273 SF D ;s a SANDYLOA r r-. :>. w W w .. i ,, n GROSS FLOOR AREA................ LOWER LEVEL......................................2,020 5F III% PROPOSED SINGLE•STORY PARISH I ABOVE APPLICATION RATES FOR FERTILIZER AND LIME ARE STANDARD RATES AND SHALL BE (WITH AREA BREAKDOWN) 8 508 S i/ /' w w w w w 7 S1 ` CENTER WITH PARTIAL CELLAR ADJUSTED BASED ON SITE SPECIFIC SOIL TESTS. ENTRY LEVEL...................................... F 1.1 1- 7G TOTAL.................................................10,528 SF w w w 1 s2 CELLAR:2,020 SF "� w w w , 2.TOPSOIL SHALL BE TILLED,FINE GRADED,AND RAKED FREE OF ALL DEBRIS LARGER THAN 1"IN FIRST FLOOR.8,508 SF I' 0 52 -� w w w W w w w w w w w w w w w w U DIAMETER. ALL LAWN AREAS SHALL BE SLOPED TO DRAIN OR PER THE APPROVED GRADING PLAN. COVERED ENTRY:273 SF -� w W w w ::: w w w w w W w w w w w f w w w w w ,,: i ' w w w w w v. w w HY w w �W 3.SOD SHALL BE"CERTIFIED SOD"OR OTHER HIGH QUALITY CULTIVATED SOD. ONLY MOIST, RECEIVED :: .. w w w w w w w w w w w w w w w w ".:..',. " IT SHALL BE FREE OF WEEDS AND UNDESIRABLE ::ii:i!' " .. .. .:.':,:';' I,,;! : w w w w w w w w w w lf) N ° w w w w E w w w w w w w w w w w w w w w 11 .11 �`XJ WEEDY AUG 0 ] 2(124 BE USED �, e.°J E UNIFORM ORt 1 IN THICKNESS,APPROXIMATELY 5/8 INCH III: v, COARSE Y G ASSES SHALL SHALL B N F S :... '.' .. w w w w w w w w w , , v ULD BE 1 :: .', i�w w w w w r . '"' NETS OWN SHAPE AND�WEIG T WHEN �� w w w w 97.2T'.; F.F. EL. 25.�� TP TP TP�� ° TP TP TP ° �� r. I. 9E " w w w w w w w w w w y, y" P -LCGD- -LCGD- -LCGD- -LCGD If4 F UTTING AND DENSE AND BE ABLE TO RETAIN i VERTICALLY WITH A FIRM GRASP FROM THE UPPER 10 PERCENT OF THE STRIP. BROKEN PADS OR Sout of own i \t CD w w w w w w w w w w w 40.23 :: w w w w w w w w w i,�. �.��_L�� E Planning Board t(` ro TORN AND UNEVEN ENDS WILL NOT BE ACCEPTABLE. 9 Q ,,,w E E E---.. w w w ,v . w * w w w w w w w w w w w w w w , w w w w w w w w w •Y;y;_jy_•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 w w w w w w w w , u ,3 E �(� I 4.FOR DROUGHT PRONE SITES,A SOD OF TURF-TYPE TALL FESCUE AND BLUEGRASS SHALL BE USED INSTEAD OF STRAIGHT BLUEGRASS SOD. w w w w w w w w w w w w w w w w w w wE w w w 9 w w w w w w �-w w ,-�'I-- w w w I w w W w w w w w w w w C w w w 24 v w w w w w w w w w w w wf r, ; �� S� 1 w w w w w w w w w w w w w w\ •Y w w w •L w .L w w w w w w w w w w w Y,',y Y, w �I�. (je�Y`f /G G v G G G x '�' G IS C,� G G G G 5.SOD SHALL BE HARVESTED.DELIVERED,AND INSTALLED WITHIN A PERIOD OF 36 HOURS OR LESS \-� 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 w w w w w w w w w y„-;�•L ..`1, w _ ((y--•�)aJl( p W w w w �Y® w �j Wj w w w w w �W w J. w +,)w w w w 1�,/w w w w W w w w�Ar 3�..r_ »'7 W ••• ` t Yv Y' Y t,�I CR5' 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 Y--- _- YY- ._. C -". GD 6.SOD STRIPS SHOULD BE LAID ON THE CONTOUR,NEVER UP AND DOWN THE SLOPE,STARTING AT 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 12 T2 w "F,',' 01 1, 120�J t;Al. �J� ` //////``'" SEPTIC TANK 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 w w %k r "�- ��- THE BOTTOM OF THE SLOPE AND WORKING UP. DURING PERIODS OF HIGH TEMPERATURE, TA w W w w w \ w w w w w w w w w v w w w w w w w w w w v TP TP 1 cTV ® LIGHTLY IRRIGATE THE SOIL PRIOR TO INSTALLING THE SOD. PLACE SOD WITH SNUG,EVEN 1 STY.I S I JOINTS THAT ARE STAGGERED. ROLL OR TAMP SOD IMMEDIATELY FOLLOWING INSTALLATION TO rcr�l .� w w w w w w w w ' �1 w w w w w k w w w W W w w w w w w w w w f :' (� \�4 w w w w w w w v( w 1 w w w w w PROPOSED HYDRO w w w w w w w w w w w•�±�,� C.V (C�� ENSURE SOLID CONTACT OF ROOT MAT WITH SOIL SURFACE. w w w w W w r- /w w w w w w SEEDED AREA(TYP.)v w w w w w w w w w�" ;' ""' �• 8x 12 L.P. .,, - ' 7.ON SLOPES THAT ARE STEEPER THAN 3:1.SECURE SOD TO SURFACE SOIL WITH WOOD PEGS. �\ 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", , ,,, \� w w w w w w w w w w w w w w w w w w w w w " .u. w c/� ° ¢ WIRE STAPLES,BIODEGRADABLE PLASTIC SPIKES,OR SPLIT SHINGLES(8 TO 10 INCHES LONG BY TAB.•/� � � r. I 3/4 INCHES WIDE), ANCHOR HEAVY JUTE OR PLASTIC NETTING TO THE CROWN OF THE SLOPE (/k _- w w w w w w w w w w w w w w w W w w wL w yQ\`\VT w w w w w w w w w w w w w w w w w w w w. may,,;,;.w 1 y/� � U_ w FOR PROTECTION OF LIFTING AND UNDERCUTTING OF SOD. 2 07/19/24 Are4 ISSUED TO TOWN •�.�,\ w`+w w w w w w w w w w w w w w w w w �,^, w �(Q WP Z' �/.� z w w w w w w w w w w w w w w wG(D � 1 05l14124 DID REV PER CLIENT COMMENTS L (n __ 8.IMMEDIATELY FOLLOWING INSTALLATION,SOD SHOULD BE WATERED(NOT DURING PERIODS OF r d i� ..,,� k w w w w w w v wr_w U5 = = INTENSE SUN)UNTIL MOISTURE PENETRATES THE SOIL LAYER BENEATH SOD TO A DEPTH OF 1 NO. DATE BY DESCRIPTION t C� _""`` j'pL _p'• '�L�TP `T GD. ' W.W. W - W � � CD © PA I INCH. MAINTAIN OPTIMUM MOISTURE FOR AT LEAST TWO WEEKS. _wo U_ . ERs HYDROSEED SPECIFICATIONS REVISIONS � � B. 1.PRIOR TO SEEDING,AREA IS TO BE TOPSOILED,FINE GRADED,AND RAKED OF ALL �_ Q u� DEBRIS LARGER THAN 2"DIAMETER. �. 16. , ,�; , I ,r.z;,C.1' 2ro-)LI %O ro_�, (�;p / - .PRIOR TO SEEDING,CONSULT MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS. "- %; y. / 0 3.SEEDING RATES: y GRAPHIC SCALE 1 STY. v� PERENNIAL RYEGRASS 1/2 LB/1000 SQ FT .. ° ° 20 0 10 20 40 80 L_ EXISTING W.W. KENTUCKY BLUEGRASS 1 L611000 SQ FT y/ 'G G' / ° / FF27.67A,�� / [GRAVEL/DIRT DRIVE RED FESCUE 1/2 LBi1000 SO FT 7 ` SPREADING FESCUE 1/2LB/1000SO FT 664 GLUE POINT ROAD, UNIT B PLANT SCHEDULE ( IN FEET ) FERTILIZER(16.32.16) 2LB/1000SQFT H®LTSVtLLE NEW YQRtC 1 749 _ 1 inch = 20 ft. LIQUID LIME 1 GAU800 GAL.TANK � TREES QTY BOTANICAL/COMMON NAME SIZE MATURE HEIGHT MATURE WIDTH TACKIFIER 35 LB1800 GAL.TANK (6313 961-0506 T1 1 LAGERSTROEMIA INDICA'MUSKOGEE'/CRAPE MYRTLE 10-12' 20' 15' FIBERMULCH 30LB11000SQFT www.KeyC!vilEngineering.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. CONTACTOR TO NOTES NOTES: SHRUBS QTY BOTANICAL/COMMON NAME SIZE MATURE HEIGHT MATURE WIDTH IRRIGATE SEEDED AREA UNTIL AN ACCEPTABLE STAND OF COVER IS ESTABLISHED BY OWNER. PROJECT NAME 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 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 114"PRECIPITATION. 2. SOIL AMENDMENTS: S3 6 HYDRANGEA MACRO.'WEDDING GOWN'/MOPHEAD HYDRANGEA 30-36" 4' 4-5' ° ° ROMAN CATHOLIC CHURCH OF THE SACRED S4 4 TAXUS BACCATA'FASTIGIATA'/IRISH YEW 54-60" 12' 5' 3. FOR TOPSOIL AND OTHER NOTES,SEE SPECIFICATION. *MODIFY HEAVY CLAY OR SILT SOILS{PADRE THAN 40/° CLAY OR SILT)BY ADDING COMPOSTED PINE BARK(UP TO 30 Jo BY NOTES HEART PROPOSED PARISH CENTER VOLUME)OR GYPSUh1 1. FOR CONTAINER-GROWN TREES,USE FINGERS OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER 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 14300 MAIN ROAD PERENNIALS QTY BOTANICAL/COMMON NAME SIZE MATURE HEIGHT MATURE WIDTH SEE SPEC. LOAM UP TO 30%OF THE TOTAL MIX 2. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MATTITUCK, NY 11952 TOPSOIL DEPTH 3. ALL GROUND COVER AREAS SHALL BE TREATED WITH A PRE-EMERGENT PER MANUFACTURER'S SPECIFICATIONS P1 145 LIRIOPE MU SCAR I'VARIAGATA'/VARIEGATED LILY TURF 1 GAL. 2' 2' ;� 1'. . :.'.:;';:�:.:;•:.�:;":.;. MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. TOWN OF SOUTHOLD, COUNTY OF SUFFOLK SHALL BE 4 6"DEEP , .. ... ...,.,.:x•.••..•• : -":.,•+•,: � • n P2 30 ALLIUM LUSITANICUM"SUMMER BEAUTY"!ORNAMENTAL ONION 1 GAL. 2' 2' ~" • r-�+o r:� 3. SOIL AMENDMENTS: 4' I"1` i`: "'°''i".,ai?'.e,!J,L;qY ;;:_ ---:::--; ..- ': 3.1. PAODiFY HEAVY CLAY OR SILT SOILS MORE THAN 40% CLAY OR SILT B DIST.: 1000, SECT.: 114, BLOCK: 11, LOT: 1 P3 12 ROSA X NOATRUM PINK I PINK CARPET R0.E 3 GAL. 3 SOIL SURFACE ,,,.,, ,.„_,.. , _.7 z i SPACING CHART { ) Y ADDING COMPOSTED PINE 7 „.. � SPACING"D" ROW"A" BARK UP TO 30% BY VOLUME OR GYPSUM P4 25 HEMEROCALLIS'HAPPY RETURNS'/DAYLILL" 2 GAL. 2.5' 2' ROUGHENED TO �UND!STURBED NOT TO SCALE ( ) 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 SCHEDULE LAWN PLANTING DETAIL 10"o,C. 8.66" D ¢ AVOID PURCHASING TREES WITH TWO LEADERS 12"O.C. 10.40" OR REMOVE ONE AT PLANTING:OTHERWISE,DO NOTES: N.T.S. D 15"O.0 13,00" 'r NOT PRUNE TREE AT PLANTING EXCEPT FOR LANDSCAPE LA 1. FOR CONTAINER-GROWN TREES,USE FINGERS OR SMALL HAND TOOLS TO PU_L THE ROOTS OUT OF THE OUTER LAYER OF 18"O.C. 15.60" SPECIFIC STRUCTURAL CORRECTIONS POTTING SOIL;THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER DO NOT STAKE OR WRAP TRUNK 2. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH AFTER PLANTED ON CENTER SEE SPACING CHART) 24"O.G. 20.80" SET ROOT BALL FLUSH TO GRADE OR SEVERAL PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. 30"O.C. 26.00" INCHES HIGHER IN POORLY DRAINING SOILS 3. SOIL AMENDMENTS: NOTES: ° °J 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" HOLE SHALL BE 21/2 TIMES THE WIDTH OF THE DATE: 05/03/2024 *MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40% CLAY OR SILT)BY ACDING COMPOSTED PINE BARK(UP TO 30,o BY POTTING SOIL;THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER. ROOT BALL CUT BANDS OF WIRE BASKET AND FOLD AWAY 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 ;I..", .. ••.• OF THE PLANT) BACKFILL SOIL°1 PART SOIL AMENDMENT(BASED ;;I , t t ,,•;.:, ,,t t • :•, :;: REMOVED. FOLD BACK TOP 1/3 OF BURLAP. ALL ON SOIL TEST)°3 PARTS NATIVE TOPSOIL PRUNE TREE AT PLANTING EXCEPT FOR SPECIFIC VOLUME)OR GYPSUM ;;;;- _ " _ _ DRAWING BY: AM :.....::: ..., . .. ?;;:,-,;, ,`..:�. - GENTLY PULL ROOTS AWAY FROM TOPSOIL NON-BIODEGRADABLE MATERIAL SHALL BE . :;;;';::;;_' STRUCTURAL CORRECTIONS MODIFY EXTREMELY SANDY SOILS(MORE THAN 85/o SAND)BY ADDING ORGANIC MATTER AND/OR DRY,SHREDDED CLAY tt.:. I.;;.: -- ••:: 'i I I 1-1;. 11, 11, 11, 11, ? :i ` :.: -• ••:: i. „ MASS WITH FINGERS REMOVED. ! ::.' :'m.; •.:::'•r•'. c'' `..'i i= LOAM UP TO 30%OF THE TOTAL MIX 8"T012" 3':: r'•� ::'•' ".'. .::,•:•: CHECKED BY: MP L...... .., ..,. .•< , ,,;:.....:. . 4-6"DEEPER THAN ROOT BALL DO NOT STAKE OR WRAP TRUNK SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES -" •,": :'':.• r;t'.'' :� I;.:'•,••; r '.' BACKFILL SO•:L 1 PART SOIL Ah4ENDMENT -?'I:""-=ILL---: ." HIGHER IN POORLY DRAINING SOILS '•...':"':'`•:_. ^' "' "":.r' :, (BASED ON SOIL TEST)3 PARTS NATIVE TOPSOIL .... )'```""" " UNDISTURBED SUBGRADE '" TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL :.:,. ::; :I"i!: . APPROVED BY: MP 3 DOUBLE SHREDDED HARDWOOD MULCH(DO NOT .ill:I;I i ii3 !,-f I I'`t.. 1_+, 'I[. PLACE MULCH IN CONTACT WITH TREE TRUNK "-. ',` UNDISTURBED SUBGRADE CUT BANDS OF WIRE BASKET AND FOLD AWAY FROb1 DIG WIDE,SHALLOW HOLE WITH TAPERED SIDES SET R007 BALL ON FIRM PAD IN BOTTOM OF HOLE SEAL SIGNATURE: ALTERATION OR ADDITION TO Tt+.!s TOP OF ROOT BALL TOP OF SHRUB ROOT BALL SHALL BE SET FLUSH WITH DOCUMENT EXCEPT BY A LICENSED HOLE SHALL BE 2112 TIMES THE ROPES AT TOP OF BALL SHALL BE CUT AND PROFESSIONAL ENGINEER IS A WIDTH OF THE ROOT BALL REMOVED. FOLD BACK TOP 1130E BURLAP. FINISHED GRADE GROUND COVERIPERE IALIANNUAL PLANTING DETAIL REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000 VIOLATION A SECTIONRIS 4"BUILT-UP EARTH SAUCER CyF NEW SUB-DIVISION 2,OF THE NEW YORK 7209, ALL NON-BIODEGRADABLE MATERIAL SHALL 3"DOUBLE SHREDDED HARDWOOD MULCH(DO NOT N.T.S `�'i YO ROPES AT TOP OF BALL SHALL BE CUT AND BACKFILL SOIL°1 PART SOIL AMENDMENT BE REMOVED. PLACE MULCH AGAINST THE BASE OF THE PLANT) TREE PLANTING DETAIL ,fit �O PILpTT 'Qjl STATE EDucATioN uw NON-BIODEGRADABLE MATERIAL SHALL BE ; I:., `.'.,..."""" {BASED ON SOIL TEST)°3 PARTS NATIVE TOPSOIL pLANTING HOLE SHALL BE 12"T018" , ,,; ;, CONTAINER-GROWN PLANT WITH ROOTS PULLED OUT * ��` II q DRAWING No: REMOVED. FOLD BACK TOP 113 OF BURLAP. ALL N.T.S. a CJ REMOVED. .' `' - :_ .,::DEEP FOR LARGER SHRUB ROOT :,a ;,; ,:.x,_ _ :: %' F BALL �'% :: ... - 4-6' DEEPER THAN ROOT BALL ;.:a,i.::.,.;;. ~' BALLS,MAKE DEPTH MIN.4'DEEPER ' ;'':':',: ,,;._:: .. ...;:,........ •. ti,:.• NO + �I_'Il. _ACED w ,,, :_::r-:::";::a-" :,::' 4;:. : ;,_;..,. Y'• •• --BACKFILL SOIL°1 PART SOIL AMENDMENT(BASED ON n THAN BALL. `' ......-........... •, c :.......:1::::-;:: I Y AR ND BASE OF R00T BALL �.. ., •:.:; . .• �,� .,'...:. UNDISTURBED SUBGRADE TAMP SO L SOL DL OU ,r.: • '• ,:2` ..'•; SOIL TEST)°3 PARTS NATIVE TOPSOIL ., M. Z J. S4 a. sLc P D PLANT i:,:.,.uv;::?:....'.:::y,:. BALLED AND BURLAP E ::.:: ::.:.:.: :; ;....:...... ::...._.. DIG WIDE SHALLOW HOLE WITH TAPERED SIDES SET ROOT BALL ON FIRM PAD IN BOTTOPA OF HOLE _I!;---;;:---":;--"--:::""""a';:r.:d'>::c:I i i::,, !!;. !;;- :::::::13; I;::.,": I_!'.:-111: " _. r 4, =iJ.i %I.. :::..:'''..a ::::a !:^!:::::,:a.1.::::.....<:>.....:::.....:::.....:::::: : OT31�5 - UNDISTURBED SUBGRADEt` ,fl REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000 SOIL SURFACE ROUGHENED TO BIND �O ESs1O WITH BACKFILL SOIL. REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000 Know what's below. EVERGREEN TREE PLANTING DETAIL DECIDUOUS AND EVERGREEN SHRUB PLANTING DETAIL Call before you dig. v N.T.S. �-8a�-272-4480 N.T.S MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 3 OF 9 Y,\Key CivillProiects�2023\23200...JMN Architecture...14300 Main Road...Mattltuck\DrawingslKey Civi1123200_2024 07.19...SPP2_SPDES_RPZ.dwg V", Z- )IS C� GRADING & DRAINAGE NOTES 5.60 25.75 Of: ALK + 25.71 XC14 1. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. 25.46 R.D. > LEGEND 25.74 2. STORMINATER RUNOFF COEFFICIENTS PER TOWN OF SOUTHOLD: _<.6, 2' EXISTING ITEM PROPOSED a. ROOF=1.00 . 25-86 b. PAVEMENT/IMPERVIOUS=1.00 § L5.8-7 25,87 C=1 EXISTI PROPERTY LINE c. LANDSCAPEIPERVIOUS 0.30 25 GRAJ ONE S' BUILDING 3. PROVIDE STORMWATER RUNOFF STORAGE FOR 3"RAINFALL PER TOWN OF SOUTHOLD REQUIREMENTS > ;V 1 11 MAS. CH DOOR A 4. DRYWELL DESIGN CAPACITY:10'DIAMETER =68.42 CF1VF 2C,0Marrat60kat #143 EN/EXT :Pohd: J 5. ALL PROPOSED DRAINAGE INTERCONNECTING PIPING SHALL BE SMOOTH WALL HDPE WITH A MINIMUM DIAMETER OF 15 CONCRETE CURB t INCHES. Z� "OUR LADY CONCRETE • PAVEMENT 6. TOP OF EFFECTIVE DEPTH IN LEACHING STRUCTURES SHALL BE NO HIGHER THAN THE GRATE ELEVATION OF THE LOWEST INLET IN THE IMMEDIATE SYSTEM. Ma ck ffolkAve z ASPHALT r. -5. B '�/ - - �";=7,., '0, 40 25.m CONC. WA 03 RDO COUNSEL R. i 0< 7. GROUNDWATER WAS OBSERVED 21'-3"BELOW GRADE(EL.2.75)DURING FIELD WORK BY SOIL MECHANICS ON DECEMBER e 14,2017. "1 ,, 9 1 V,�_ 25.44 A.C. HYDRO SEED -.S.f tow"m m LANDSCAPE AREA WETLANDS BOUNDARY 41 25,52 ------ .0 SOD LANDSCAPE 8. ALL LANDINGS AND WALKWAYS SHALL HAVE A MINIMUM OF 1.0% CROSS SLOPE AWAY FROM THE BUILDING OR SLOPE eit TOWARDS AN INLET/LOW SPOT. \� 2/3' AREA 25.36 25.29 .5' x FENCE 9. CONTRACTOR SHALL CLEAN ALL EXISTING/PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES AT THE ' ` END OF CONSTRUCTION. tip i R.D. WALL 10. ALL ACCESSIBLE PARKING. CURB RAMPS, AND OTHER APPURTENANCES OF ACCESSIBLE ROUTES ARE TO MEET THE 03 REQUIREMENTS OF THE 2020 NYS BUILDING CODE CHAPTER 11-ACCESSIBILTY AND ICC/ANSI A117.1 -2009.ACCESSIBLE 61 UTILITY POLE STALLS SHALL HAVE NO SLOPE GREATER THAN 2.0% IN ANY DIRECTION AND THE PROPOSED SIDEWALK SHALL NOT 16 BS T EXCEED A 5.0%RUNNING SLOPE AND 2.0% CROSS SLOPE. Map data 02024 Terms Reportamap error LIGHT POLE PARKING L ENT. 11. LOCATION OF EXISTING UTILITY SERVICES ARE UNKNOWN AND SHALL BE CONFIRMED INDEPENDENTLY BY THE VICINITY MAP > ASP H OT.S. SIGN CONTRACTOR WITH THE UTILITY COMPANIES AND/OR PRIVATE MARK OUT COMPANIES PRIOR TO COMMENCEMENT OF N.T.S. CCU CONSTRUCTION. Lj_j 0. > C� 11 �? R. 6. FIRE HYDRANT 12. ALL ELEVATIONS DENOTED ON THIS PLAN REFER TO NAVD88 DATUM. O PROJECT DATA W ow WATER VALVE 13. IF WET CONDITION IS ENCOUNTERED,CONTRACTOR SHALL USE 3/4"CLEAN WASHED STONE IN LIEU OF SAND BACKFILL. APPLICANT/OWNER,................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART 24.44 27835 MAIN ROAD Wx GATE INLET 0 0 14. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO ENSURE THE SAFETY OF ITS EMPLOYEES,THE GENERAL P.O.BOX 926 24. 3 .69 I ELECT. CUTCHOGUE,NY 11935 EL.. PUBLIC, STRUCTURES TO REMAIN, ADJACENT PROPERTIES, PUBLIC R.O.W.'S, ETC. DURING ALL CONSTRUCTION AND REMOVAL ACTIVITIES IN ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL CODES AND REGULATIONS. THE TAX MAP NUMBER..................... Dist.1000,Sect.1 14,Block 11,Lot 1 2-4.47 DRYWELL 010 OWNER AND ENGINEER ASSUME NO RESPONSIBILITIES FOR THE CONTRACTOR'S SAFETY PROGRAMS&PROCEDURES IN CONNECTION WITH THE WORK. SITE AREA.-............................... 242,298.52 SF(5,5624 Acres) 24.27 I ' DRAINAGE PIPE 24,42 Q 15. GRADING CONTOURS ARE FOR ILLUSTRATION PURPOSES ONLY AND SHOULD NOT BE USED FOR CONSTRUCTION. CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE(RO) 24.40 SANITARY MANHOLE CURRIENTUSE........................... CHURCH COVER PROPOSED USE......................... PARISH CENTER EXISTING FOOTPRINT............... 8,567 SF WGAZEBO CLEAN-OUT STORMWATER DESIGN CALCULATIONS i g ,,,I- PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) SANITARY PIPE SITE AREA=242,298.52 SF(5.5624 ACRES) COVERED ENTRY:273 SF 24 SANITARY TRIBUTARY DRAINAGE AREA=43,130 SF GROSS FLOOR AREA................ LOWER LEVEL.....................................2,020 SF BUILDING AREA=8,492 SF (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF `� ` _� `` I ' STRUCTURE PAVEMENTAMPERVIOUS AREA=11,850.70 SF TOTAL...................................................10,528 SF 24.4- 244 24 PERVIOUS/LANDSCAPE AREA=22,787.30 SF WATER SERVICE -W TRIBUTARY AREAW 23 TC 23.90 PROPOSED 15"0,,, FIRE SPRINKLER IF STORAGE REQUIRED RECEIVED L BC 23.90 HOPE PIPE @ 1., SLOPE(TYP.) I SERVICE IMPERVIOUS=11,850.70 SF x(T712)x 1.00 =2,962 68 CIF PERVIOUS=22,787.30 SFx(3`112)xO.30 =1,709,05CF O -G- GAS SERVICE -G TOTAL STORAGE REQUIRED 4,691.73 CIF WP 23.90 24.05 1 1 AUG 0 12024 (GV0 2-4.4 1 CRASS i I PROPOSED 15"0 STORAGE PROVIDED HOPE PIPE @ 0.0% �w' ' -E- UNDERGROUND E- USE FIVE(5)10tO DRYWELLS WITH 14.0-EFFECTIVE STORAGE DEPTHS Southol W BRK. Planning Board TAPER CURB To SLOPE(TYP.) ELECTRIC SERVICE 5 DRYWELLS x 68.42 CF/VF x 14,0 VF=4,789.40 CIF 23.55 ZERO REVEAL IN TC 23.95 PROPOSED 15*0 PLNTR. A-= 4,789.40 CIF IS GREATER THAN 4,691.73 CF,THEREFORE SUFFICIENT STORAGE IS PROVIDED . . . . . . SPOT GRADE THE LAST 2' . . . . . . X. HOPE PIPE @ 0.0% 9C 23.45 .• . • . • . .•.• .•.• .• . . . . . . . . . . . . . . ltx TRIBUTARY AREA'B' 23 47 . . . . . . . . . . . . . . . . . GR 22.85 ... . . . . . . . ..... SLOPE TOP/BOTTOM OF ITC 00.00 0 STORAGE REQUIRED .... . . . . . . .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . .... .... .... 18 I CURB ELEVATION ELLO_00 ROOF=8,492 SF x(3112)x 1.00 =2.123 CF -4 • J - J r(rx PERVIOUS=13,804 SF x(3"112)x 0.30 =1,305 30 CF I CONTOUR TOTAL STORAGE REQUIRED =3,158.30 CF . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..\ o 0 TELECOM MANHOLE STORAGE PROVIDED . . . . .. . GR 22.35 . . . . . . . . . . . . . . . . . . . . A-61 '\ . . . . . . . . . . . . . . .0 . . . . . .. . ... . . . .A-2. COVER USE THREE(3)10-0 DRYWELLS WITH 16 0'EFFECTIVE STORAGE DEPTHS . 0 3 DRYWELLS x 68.42 CF/VF x 16.0 VF=3,284.16 CF 14.1.. . . . . ,• . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . .. .. .. . . . . . . . . V - . . 9 . . . I - - I - 11) " L.A. TREE Of 1� 3,284.16 CIF IS GREATER THAN 3,158 30 CF,THEREFORE SUFFICIENT STORAGE I PROVIDED TC 23.7 . . . . . ... . . .(10'MIN.)• . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . T - - . . . . . . . . S PROVIDED. BC 23.2 . . . (TYP.). . . . . . . . . . . . . . . . . . . . . . . . I . . . . /. -\�V\ . . . . . . . . . . . . . 23. 5 1� LIMIIT OF CLEARING . . . I . . . . . . . . . . . . . . . .23.85 T . . . . . . . . . . . . . &GRADE LCC;D IC C421 . . . ./, I � .. . . . . . . . . . . . . . . BC 23.35 / . . . . . . . . . 1 � . . . . . DISTURBANCE TC 24.00 . . . . . . TC 24.25 TC 24.45 . . . . TC 2415 GR 05 E.A. ' * * T'24 BC 23.50 . ..... . . . . . . . . . T 21.45 BC 23�95 . . . . . .rg2 W.9 BC 65 . . . . . . . . . . . BC 23.95 9A 2 07/19/24 AM ISSUED TO TOWN . .. . . . . . . . . . . . . . .. . . . . . . . TC 23.90 TC 23.80 B 1 05114/24 DID REV PER CLIENT COMMENTS C 23 40 BC 23.30 II- . . . . . . . .2.2.8 TIC 24.75 TIC 24.75 A. NO. DATE BY DESCRIPTION . . . . . . . BC 24.25 BC 24.25 ro_x 2 60 1 q;)� LL REVISIONS TIC 24 75 1(;24.75 < 24 '-TAPER CURB TO LLJ BC 24 25 . . . . . . BC2 ZERO REVEAL IN . . . . . .. .. . . BC 24 25 rcr�l O .. .... .tTIC 24 75 A (;�p THE LAST 2- 0 V °? i; A 24,8 2430 24.30 25.0070 aarr 0 41 'A. WI C"RA A 24.8 41 .41 24.80 rr25 070 �,' -Am". 9.111 kmt 25.00 25.00 24 2480 24.85 1-A I RD 'r'{T� e RD 19 57.8 A RD 25.0 RE SCHEDULE DRAINAGE STRUCTURE 2500 L :A EN EXT STRUCTURE A EFFECTIVE TOP OF BOTTOM INVERT INVERT AliC IVI L r-72 N,7 G I r%I ME-, '''1'`4111, J r/m/ STRUCTURE TYPE RIM!GRATE 7 NUMBER DEPTH RINGS OF RINGS IN OUT . 4, 14, * . 4 PROPOSED 2'-6"x 4'PRECAST CATCH BASIN WITH FRAME 25.00 A-1 23.05 --- --- --- 19.85 6154 BLUE POINT ROADj UNIT 0 AND GRATE eon cc HOLTSVILLE, NEWYORK 11742 + m A-2 PROPOSED 10'0 PRECAST DRYWELL WITH SOLD COVER 14' 23.50 21.50 7.50 19.50 19.50 (631) 91151-135013 PROPOSED SINGLE-STORY PARISH z rcr;ll 41 m A-3 PROPOSED 10'0 PRECAST DRYWELL WITH SOLD COVER 14' 23.60 21.50 7.50 19.50 19.50 www.KeyCivilEngineering.com CENTER WITH PARTIAL CELLAR >< 25.00 CELLAR:2,020 SF PROPOSED 4'0 PRECAST CATCH BASIN WITH FRAME AND ZE LLI 11E A-4 ... 22.85 ... ... ... 19.95 GRATE FIRST FLOOR:8,508 SF I 1� . :C.. PROJECT NAME .... .. .. J.:':.':: ...... . ............... ............ j SF 2 2 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME AND 7 ............. 94 R.9 A-5 14' 22.35 20.75 6.75 --- 19.00 4, .. .. .. ....... ROMAN CATHOLIC CHURCH OF THE SACRED . .... .... . 25.1 GRATE d. COVERED ENTRY:273 00 4.90 '41 ........... 14' 22.85 20.75 6.75 18.80 18.80 ... PROPOSED 6"0 4-6 PROPOSED 10'0 PRECAST DRYWELL WITH SOLD COVER HEART PROPOSED PARISH CENTER '41 1p W- + it" 0 1 HOPE PIPE @ 0.0% 4-7 PROPOSED 10'0 PRECAST DRYWELL WITH SOLD COVER 14' 23.25 20.75 6.75 18.80 ... 0/ 14300 MAIN ROAD .... ..... ..... ........ �1"/1 �y WW WW WY WW WW WW mW " Y W W" •Y W W; W W'>'�, ;:W •Y W W W SLOPE(TYP.) ...... ... .. ..... .177 '41 -4, 77. r,. MATTITUCK, NY 11952 Rd: IFF EL. 25.00 v R D TOWN OF SOUTHOLD, COUNTY OF SUFFOLK 97 27'! 25.00 RD. 16' 24.45 21.95 5.95 19.45 ... I.,40.23 _- j_CGD-1 7�7 7-. B-1 PROPOSED 10'0 PRECAST DRYWELL WITH SOLD COVER DIST.: 1000, SECT.: 114, BLOCK: 11, LOT: 1 25.00 B-2 PROPOSED 10'0 PRECAST DRYWELL WITH SOLD COVER 16' 24.45 21.95 5.95 19,45 19.45 PROPOSED 6"0 F,,-. . q, 3 ,, ,, .4, . -9 -IV 14, 14, -41 `�' W PROPOSED 10'0 PRECAST DRYWELL WITH FRAME AND HOPE PIPE @ 1.0% '41 -4, -4, -4, Le W DRAWING TITLE SLOPE(TYP.) 10 '41 PROPO ED 15"0 '4' G -4, '41 z- G _G G G HDPEPIPE 11 10 0 W ' po � %-21 SLOPE(TYP.) JA° J W W PARTIAL GRADING & WB 1 1 15' X. 41 W r<rA %-% 7 1" N. %� ��.\ 'L, + 4, + + -4, 41 .41 P) N D R A I[NA G E P L A 1I 0 G 41 + Iv 4- 0 23. 0 0 1 DATE: 24,3 05/03/2024 23,3 4 -1 1�113-3) ,, - - - . 0 a 0 cb&. . . . . . . & 00 @ SCALE: ill =20' . . . . . . . . . . . . 1/ 0 4, "1 W W W W W W y W IV 1k cc C2 PROJECT NUMBER: 23200 W4. 0 1p 41 IV 640. IV I L q Lo -.k- 41 W4' -4- W W W W "1 41 ,Oe tin soft DRAWING BY: AM W _rn $a'+ I 50 v We CHECKED BY: ro-;1 - - -LCGD- -LCGD- -J-Co< �z 4.6 W.W.06 M P rcrl�l 0 APPROVED BY: MP rCr1\1 TRIBUTARY AREA MAP rcr,\ ro), K`117�1 q_�O 24.4 SCALE:1" 80' SEAL & SIGNATURE: ALTERATION OR ADDITION TO THIS 9j-)-j ql_� ql_� DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A 23.2 OF NEW VIOLATION OF SECTION 7209, ro-), SUB-DIVISION 2,OF THE NEW YORK C A�l ?r PI Lo; STATE EDUCATION LAW , DRAWING No: LU r 24 23.6 GRAPHIC SCALE C-) NO ALED LL, 6 W.W. 20 0 10 20 40 80 t .23 08155 C-4 lI 24 ) ST ( %pc IsIII% �,, ) IN FEET Know what s below. I inch = 20 ft. Call before you dig. 1-800-272-4480 MARC PILdTTA, P.E. I PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 4 OF 9 YAKey Civil�Pro,iects120231231100-.JMN Architecture..14300 Main Road_.M&tuck\Drawings\Key CiviIh23200 2024 07.19-.SPP2--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 FOR APPROVAL \\\ �,._,.---�'�'�'-.�..+ I � I '`' '� • �>� ` �� OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR OTHER THAN SINGLE-FAMILY RESDENCES, DATED \ �„,.-.-.---•""'`� \ �`` DECEMBER 29,2017. �' 2. SEWER LINE REQUIREMENTS: 23 .' 416 ''.i. 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 � ,. ,8 1i MINIMUM SDR-35 RATING,UNLESS OTHERWISE INDICATED. SERVICE Ig]4 b. PVC PIPE AND FITTINGS SHALL BE PROVIDED WITH INTEGRAL BELLS AND SPIGOTS AND RUBBER SEA-INv RINGS.THE I SEALING RINGS SHALL MEET THE REQUIREMENTS OF ASTM STANDARD F-477.ALL SEINER LINES SHALL BE STRAIGHT, p�AN� � `'/ � ti� � �'�'' 26� r.. . '., 6 ka AND COUPLINGS SHALL BE SECURELY INSTALLED AND BE WATERTIGHT. '--� c. ALL GRAVITY SEWER LINES SHALL HAVE A MINIMUM DIAMETER OF SIX(6)INCHES AND BE BURIED BELON GRADE. C3Y18 r: 20'''--- � d. WHERE PRACTICAL,GRAVITY SEWER LINES SHALL NOT BE INSTALLED IN GROUNDWATER. FOR INST%LLATIONS THAT 26 2' r4 �15 ARE PLACED IN GROUNDWATER, THE SEWER PIPING SHALL BE CONSTRUCTED OF PRESSURE RATED PIPING AND / {10'MIN.) z \ •z - `' " ; ? 1 IQ TESTED TO ENSURE TIGHTNESS PRIOR TO OPERATION.MAXIMUM PERMISSIBLE LEAK RATE IS 114"IN 8 HOURS. e. THERE SHALL BE A MINIMUM TWO-FOOT LENGTH OF CAST IRON SEINER LINE EXTENDING THROUGH THE FOUNDATION. -- - _ f. HOUSE CONNECTIONS SHALL HAVE A MINIMUM PITCH OF 1/4"PER FOOT. r" $ 31AV C yao5� � g. ALL HOUSE CONNECTION SHALL BE PROVIDED WITH A CLEAN-OUT AT THE FACE OF THE BUILDING, / y N ,- h. HOUSE CONNECTIONS SHALL BE STRAIGHT WITH NO BENDS IN SEWER LINE TO THE MANHOLE. -8 ; C� -`J - qn PROPOSED 6"a PVC ` WETLANDS ' c ors 7 � (SDR-35)AT 1/8"/FT BOUNDARY 3. SEWER MAIN/LATERAL SEWER REQUIREMENTS: \ r cJ-- z`2o9 ors -�!= ? �? MIN.SLOPE z 22 a. SEWER MAIN AND LATERAL SEWERS SHALL HAVE A UNIFORM SLOPE AND BE LAID WITH A STRAIGHT ALIGNMENT, , �_ WITHOUT BENDS.WHEN REQUIRED,APPROVED MANHOLES MAY BE UTILIZED WHERE SEWERS CHANCE DIRECTION OR 265E E A. ` � 0 �! s ---�� r, .y S. -'' 9 I� 21 SLOPE. o YELL0W2633 - --�� orb 68 71 w b. HOUSE OR BUILDING SEWERS SHALL BE CONNECTED TO MAIN OR LATERAL SEWERS WITH APPROVED WYE FITTINGS. FUTURE 50%EXPANSION /�` ( �.� " .,I co �• 24 - LEACHING POOLS \ c. SEWERS SHALL BE PROVIDED WITH MANHOLES AT INTERVALS NOT TO EXCEED 400 FEET. / � �------27- W oPST• " \ d. SEWER MAIN AND LATERAL SEWERS SHALL HAVE A MINIMUM DIAMETER OF 8 INCHES,AND SHALL HAVE A MINIMUMI Al / `� WAi1t -ra• - \ \ 1 SLOPE OF 0.4%.10 INCH DIAMETER SEWERS SHALL HAVE A MINIMUM SLOPE OF 0.28%. ?.: -= ��zt "� 1°2 c2 cAHC. w ` i - ^� "s ti : . _ �7 Wu•m \ e. SEWER MAIN AND LATERAL SEWERS THAT HAVE LESS THAN 2 FEET OF COVER OR ARE NOT PLACEC ON VIRGIN SOIL 42 ::;4r R.P.Z. P�PD I o0 Ma data 02024 Terms Report a ma error z543 r �' I� SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE(DIP). R p \GRASS h f. SEWER MAIN AND LATERAL SEWERS THAT HAVE BETWEEN 2 FEET AND 4 FEET OF COVER SHALL BE CONSTRUCTED OF \ / 6 \ 1� ✓ DR180RDUCTILEIRONPIPE. �-- %� VICINITY NEAP • 16.25 R 2 ~,� � 1 � � � " I! g. SEWER MAIN AND LATERAL SEWERS THAT HAVE OVER 4 FEET OF COVER MAY UTILIZE SDR-35 PIPE. J �7<. ,� W- "-"_ \ J & }j I 22 r N.T.S. GRASS \ \ °d 4. SEPARATION OF SEWER AND DRAINAGE LINES REQUIREMENTS: I E a. SEWERS SHALL BE LAID AT LEAST 5 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED DRAINAGE LINE. THE .' g98 26.E � � � �.�• � a\ I,� � \ � 24 PROJECT DATA PROPOSED RPZ \ DISTANCE SHALL BE MEASURED EDGE TO EDGE. - t cRoss s b. IN THE EVENT THAT THE DRAINAGE LINE MUST CROSS OVER THE SEWER LINE, THE SEWER LINE MUST BE \ APPLICANT/OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART WITHIN HOTBOX \ f III CONSTRUCTED OF DUCTILE IRON PIPE(DIP)UNLESS A SEPARATION DISTANCE OF 18 OR MORE INCHES IS MAINTAINED. / / / 27835 MAIN ROAD c. IN THE EVENT THAT THE SEWER LINE MUST CROSS OVER THE DRAINAGE LINE, THE SEWER LINE SHALL BE A `C,� P.O.BOX926 CONSTRUCTED OF DUCTILE IRON PIPE(DIP)FOR A DISTANCE OF 3 FEET HORIZONTALLY INTO VIRGIN SOIL. O�� - B C CUTCHOGUE,NY 11935 2..9t \ i d. IF PERIMETER ROOF DRAINAGE PIPING IS INSTALLED NEAR THE FACE OF THE BUILDING, ALL HOUSE CONNECTIONS c�� - z _-----_ 25•s� CONC.WALK 25 3 \ � r TAX MAP NUMBER..................... Dist.1000.Sect.114,Block 11,Lot 1 25 ti6 4L ELf". 2..99 sms __,-�_----_ _.----"�`- �'.- 5 256i -- � � ; MUST BE CONSTRUCTED Of DUCTILE IRON PIPE FOR 10 FEET FROM THE BUILDING. �+ /s ��' , PROPOSED 4 p "0 PVC SDR-35) p G• 1 / _ _ oRe, s. I n N \ SITE AREA.................................. 242,298.52 SF(5.5624 Acres) \, ors A.C. iOb 6- 2590 I - \ �Gy AT 118"/FT MIN.SLOPE ,� I 5. SEPARATION OF SEWER AND WATER LINES REQUIREMENTS: °?ii - \ J , ,. • EA t . _ CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE(RO) 25.60 •\ u2575 ! 2sas CONC.WALK 3s A. PARALLEL INSTALLATION 25.7, \ a. SEWERS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED 'HATER MAIN OR `5�� • ` ' ��\ :::. CURRENT USE........................... CHURCH 25. si 2574 LATERAL.THE DISTANCE SHALL BE MEASURED EDGE TO EDGE. � �TF24.6, I q `-� ` , PROPOSED USE......................... PARISH CENTER 2537 25.6E 0 e B. CROSSINGS ' ,\ 10.8' • s \ B C 25.67 �: EXISTING ' \ O a. THE CROSSING OF WATER AND SEWER LINES SHOULD BE AVOIDED UNLESS PROVEN ABSOLUTELY NECESSARY. 5 � (5'MIN. • `S�� EXISTING FOOTPRINT............... 8,567 Sf ONE STORY 8 ® b. WATER LINE OVER SEWER LINE: IN THE EVENT THAT THE WATER LINE MUST CROSS OVER THE SEWER LINE, THE (MIN.) �- ) GE M. CHURCH 9. 0S \ �' � S•2 '� PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) 114300 �, TF2�.4 Ir `43 I FOLLOWING CONDITIONS SHALL BE MET: \ \ COVERED ENTRY:273 SF ' "OUR LADY OF G000 �' • SEWER LINES SHALL BE LAID BELOW THE WATER LINE AND PROVIDE A SEPARATION OF AT LEAST 18 INCHES °> 25303 e. COUNSEL R.C. CHURCH'/ •�• `"� i` ! BETWEEN THE BOTTOM OF THE WATER LINE AND THE TOP OF THE SEWER LINE;AND \ \ R FLOOR AREA................ LOWER LEVEL......................................2,020 SF z5.4c CONC.W E (WITH AREA BREAKDOWN ENTRY LEVEL.......................................8,508 SF 253E • SEWER LINE JOINTS SHALL BE AT LEAST 10 FEET FROM THE POINT OF CROSSING;AND E E \ \ \ ) 2.5,44 It Ac. a GRASS • WHEN IT IS NOT PRACTICAL TO OBTAIN AN 18 INCH SEPARATION,BOTH THE WATER AND SEWER LINES SHALL BE E z TOTAL...................................................10,528 SF vy � EXISTING SANITARY ! N � \ \ >- �. 25.52 0 SYSTEM TO REMAIN CONSTRUCTED OF PRESSURE PIPE AND HAVE A MINIMUM SEPARATION OF 12 INCHES BETWEEN THE BOTTOM OF ___.. _-,_ -, Qzq 25.3E 25.zs f '7x r _ __m � (OUTFALL#1) THE WATER LINE AND THE TOP OF THE SEWER LINE. v o "'� \ \\ n 25__ / \ I aEc7wc c. SEWER LINE OVER WATER LINE: IN THE EVENT THAT THE SEWER LINE MUST CROSS OVER THE WATER LINE, THE \ \ RECEIVED T V E�N m I R° y era ' I \, FOLLOWING CONDITIONS SHALL BE MET: PROPOSED 4"0 PVC(SDR-35) \ \ R C I ear _ _ I n AT 1/4"/FT MIN.SLOPE t- Q • ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO MAINTAIN LINE AND GRADE;AND \ \ PROPOSED 3/4"0 PVC(SCHEDULE O V O\3 / EXISTING BSmT. ', " • WATER LINE AND SEWER LINE JOINTS SHALL BE AT LEAST 10 FEET FROM THE POINT OF CROSSING;AND 40)ELECTRICAL CONDUIT FROM X m w J o 'W PROPOSED 6"0 ASPHALT PARKING ENT• • THE ENTIRE LENGTH OF SEWER LINE BETWEEN ADJACENT MANHOLES OR OTHER SANITARY STRUCTURES SHALL BE PULLBOX TO HYDRO-ACTION AU G O 1 ZO24 I j PROPOSED IN GROUND 3 Z m FIRE SPRINKLER i ti� " CONSTRUCTED Of MATERIALS AND JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS OF r--- "'�- PUMPS(TYP.OF 2) �. --- o SERVICE ea i MANHOLE WITH REMOTE PLC SoutFiold Town Gi N a C CONSTRUCTION:AND C/o CONTROL PANEL WITH HP-1 D� in Board ��p � d �^ _�� x I--- 4 9 N • A VERTICAL SEPARATION OF AT LEAST 18 INCHES SHALL BE PROVIDED BETWEEN THE BOTTOM OF THE SEWER LINE COMPRESSOR(TYP.OF 2) N PVC(SCHEDULE Planning REFER TO PARTIAL S.L.rl>cr 0 44 CONC.W V AND THE TOP OF THE WATER LINE. PROPOSED 0)AIR LINE FROM Pla 24.27 24.47 SANITARY PLAN GLEAN-ouT COMPRESSOR(TYP.OF 2) 24 42 23 "`ccciii�� PROP05ED 2°0' G4� (THIS SHEET) a 2435 r/ W LEGEND TO GRAD PROPOSED 0VENT PVC VENTLI II E L ( " Q AN INV. 21 90 GAZEBO 1 S /TF23.28 yiy �� EXISTING ITEM PROPOSED H 18"ABOVE GRADE 416� WITH CARBON FILTER P; NE �•+..o GjD �: z J \\ -r ! r=4®® ® .. .!.,�.�� ® ram ® .� z4 a 24.4 24.E 1 p '�"� PROPERTY LINE E -6 �' ,ss'� - w BUILDING PARTIAL SANITARY PLAN 23. TC 23,90 \\ \ ' TF23344 v•W BC23.900 i ° J 24. GRa .4.4 k \\\ ' ,� SCALE:1"=10' 4 0 23.90 24.05 ASS GoI I DOOR EN,'EXT f �� TC 23.95 \\ 23.55 7353 0 PRimR. ZaNIN "�� /� , ' �, I I CONCRETE CURB GENERAL NOTES 0 l \ BC 23.45 \:53-,�( ` ° \ - � 4 e0 I 23.5s CONCRETE -- �+ ROZONE PAVEMENT f �• C SANITARY DENSITY CALCULATIONS zsf 1=L- ��"�• r7RuNQ S�I� AC� 1. APPLICANT/OWNER N / 1 ( \ ASPHALT PAVEMENT SITE IS LOCATED IN GROUNDWATER MANAGEMENT ZONE IV=600 GPD/ACRE ROMAN CATHOLIC CHURCH OF THE SACRED HEART GR 22.35 --� (0 ` 's s 4 z 257 DK.BRIM.ORG.LOAM TOTAL ALLOWABLE SANITARY FLOW=5.5624 ACRES x 600 GPD/ACRE=3,337.44 GPD 23835 MAIN ROAD / o�J ' GR 22.$5 � 24.t3 2 •r.3.4 HYDRO SEED 'I A 2a.36 ;.i[ TC 23.75 ' 23.85 / l ` LANDSCAPE AREA 1 1 (OL)( ) I P.O.BOX 926 2 07/19/24 AM ISSUED TO TOWN y BC 23.25 24.45 tom'�-. o R-40 ZONE 2 9 C.C. ; s f� BRIM SILTY SAND LOAM,TR. I ( EXISTNG/PROPOSED USE CUTHCHOGUE,NY 11935 TC 24.15 24.3 SOD LANDSCAPE 1 ROOTS I EXISTING CHURCH=360 SEATS x 1.5 GPD/SEAT =540.00 GPD 1 05/14/24 DO REV PER CLIENT COMMENTS TC 24.00 23.95 EA z4s7 24.3E z4.ta AREA r ABC 23.65 s ors. °is EXISTING RECTORY(SINGLE FAMILY RESIDENCE) =300.00 GPD 2. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES, BC 23.50 t 24 X FENCE 2 (0111 0 PROPOSED PARISH CENTER =1,345.00 GPD NO. DATE BY DESCRIPTION 1 TC 24.75 TC 23.55 ti5 EXISTING 1-1/2" I v " 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 BC 24.25 � Q 7 GRAVEL WORK BY SOIL MECHANICS ON DECEMBER 14,2D77. REVISIONS } TC 24.75 Tr.)A GR 23.05 DOMESTIC WATER WALL FJ BC 24.25 ` (SP)(3b) o THE REQUIRED DENSITY IS LESS THAN THE PERMITTED DENSITY,THEREFORE THE LOT IS i o z4 BC 24.25 BC 24.25 24.60 za SERVICE TC 24.85 fl Q UTILITY POLE B BRN,SAND,TR.SILT,GRAVE. s SUFFICIENT. 4. REVIEW OF THE AVAILABLE GROUNDWATER ELEVATION DATA FOR THE AREA �> o BC 23.85 1 (SP)(3b) AROUND THE SUBJECT SITE REVEALS THE HIGHEST EXPECTED r 24.80 24.80 25.00 25 ` •- ( 3} LIGHT POLE - GROUNDWATER ELEVATION OF 3.58(NAVD 88) AT THE SUBJECT SITE. THIS • ` 24.80 • 25.00 •�• 24.95 ,.y • �21�• � '�' BRNJ TAN FINE SAND,TR.SILT, +� ...,, 19.94'.;.. OTs SIGN - GRAVEL * SANITARY SYSTEM SIZING CALCULATIONS ELEVATION WAS DERIVED EASED ON THE HIGHEST AND CLOSEST • I 19.52' .:;, 57.81`:'. 25.00 °;)" N I ° ?s GROUNDWATER ELEVATION DATA RECORDED ON USGS MONITORING USGS (SP)(3a) PARISH CENTER: • - '`;: I ,;' v ( FIRE HYDRANT WELL#405830072331502-S 6558.2 Q z4.4 ! - RNJT _ , B B TAN F-M SAND,TR SILT, HOUSE OF WORSHIP WITH MEETING ROOMS 4 523 SF(269 OCCUPANTS) i PROPOSED SINGLE-STORY PARISH .;?. :. m. PROPOSED GAS PROPOSED GAS I )0 GRAVEL NON-MEDICAL OFFICE=981 SF ' ow WATER VALVE 5. THERE ARE NO KNOWN EXISTING WELLS PRESENT WITHIN 150' OF THE "' METER SERVICE ' 7 Sp 3b STORAGE=1,545 SF •, CENTER WITH PARTIAL CELLAR ! 25 SUBJECT PROPERTY. _. i < `.`.`. CELLAR:2,020 SF ....._.. _PROPOSED ® INLET ® 6 10 BRN.FINE SAND TR.SILT, 0 ` 0 h h CALCULATIONS ` 'UNDERGROUND ` ti GRAVEL s 6. THERE ARE MAPPED DEC WETLANDS WITHIN 300'OF PROPERTY BOUNDARY. ,. �� y 25.0o FIRST FLOOR:8,508 SF 25.1 / ( I ( SANITARY FLOW ci ,. �r G F. • - • \ _ = FOR ILLUSTRATION OF PROXIMITY OF WETLANDS TO COVERED ENTRY:273 SF ` ' ( p)(3�) s HOUSE WORSHIP WITH MEETING ROOMS-269 OCCUPANTS x 5 GPD/OCCUPANT 1,345.00 GPD y -` . `.• @ TOTAL SANITARY FLOW =1,345.00 GPD PROPERTY BIOUNDARYP T ROAD, UNIT B 'ELECTRIC SERVICE ` � �� DRYWELLREFER � Lug POINT y 97.27' F.F.EL,25.00 25.00• •� -,tip 54 r\L� DRAINAGE PIPE s s H®LTSVILLE I°1IE1�/ Y®RK 11742 . „ +. __ S N 40.2 `• 7. E CONTRACTOR MUST NOTIFY THE TOWN ENGINEERING DIVISION AND 1 1) 25.00 • `•`• • - • - - ` +- • • ,25;;' AN MANHOLE RNJT F-M SAND,TR.SILT, s s SCDHS 24 HOURS IN ADVANCE of THE COMMENCEMENT OF ANY ON-SITE (6: �I) 9 61-®5®6 \ `E`. `E` W p m ® ® GRAYWATER FLOW WITH MEETING ROOM 2 PAN 25.00 SANITARY MAN E B AN `,` •`� `I. `'100" h COVER GRAVEL DRAINAGE,SANITARY,CURB,OR PAVING WORK. WWW.KteyCIVlIEnglneering.CQn1 HOUSE OF WORSHIPS= 69 OCCUPANTS x 2.5 GPD/OCCUPANT=672.50 GPD 'G`' `'r' `.G ` `�' - .G. • �LG - D� -� CLEAN-OUT •°/0 7 (SP)(3b) !� 8. ALL ELEVATIONS DENOTED ON THIS PLAN REFER TO NAVD88 DATUM. .` `.`. `a �,. Trz- �• s TOTAL FLOW=1,345,00 GPD+672,50 GPD=2,017.50 GPD y Q - •-�` ►� ,• 73"I� ,� rF2s7, S ' 00 s s PROJECT NAME sFPnc TAVK p SANITARY PIPE . • 1 STY. rr25 27 5 ®• O� W • • a4:3• PROPOSED 1-1/2" C. ' s `'0 2 I/A OWTS(FOR SANITARY FLOW) p z3.3 .� `. .` .+ q.9. e'ex,2'LP, n SANITARY s MINIMUM REQUIRED CAPACITY=1 DAY SANITARY FLOW=1,345.00 GPD x 1 DAY=1,345.00 GALLONS •• # • ROMAN CATHOLIC CHURCH OF THE SACRED �;` - DOMESTIC WATER STRUCTURE UTILITY CROSSING TABLE 23.3 > tom-.• - W - W v W 5 ' , HEART PROPOSED PARISH CENTER SERVICE z_2 \ \ � • !' ca USE(2)HYDRO ACTION AN-800C BOTTOM OF UTILITY � �' } `• y -• •�� +`�• � � `� W WATER SERVICE W 5 G.W.T. CROSSING TOP OF UTILITY BELOW CLEARANCE ln�`�' I BRN.,F M SAND,TR.SILT, s i a TREATMENT VOLUME=1,600 GALLONS ABOVE 14300 MAIN ROAD z! Q Q_� ==-• CCGD=-' ��/ a z4.s w.w. 8 � o w 21-3T "'� 5 >zA 1 I I - FIR SERVICE El 8 6 0 __ (EXCEEDS REQUIRED CAPACITY OF 1,345.00 GALLONS 1❑ 23.00(6"0 STORM) 19.50(WATER) 1.50, MATTITUCK, NY 11952 a g �Rs E Q 244 ( )( ) s LEACHING POOLS TOWN OF SOUTHOLD, COUNTY OF SUFFOLK ~ e G GAS SERVICE G Q 23.00(6"0 STORM) 21.50(GAS) 1.50' z3.z \ Q`� y5 T EXISTING SANITARY DESIGN FLOW =2,017.50 GPD DIST.: 1000, SECT.: 114, BLOCK: 11, LOT: 1 ` o• Bz✓�s SYSTEM TO REMAIN UNDERGROUND # LEACHING RATE =1.5 GPD/SF [I3 23.00(6"0 STORM) 21.50(ELECTRIC) 1.50' J za.s (OUTFACE#2} E ELECTRIC SERVICE E 40 9 10 O s REQUIRED SIDEWALL AREA =2,017.50 GPD/1.5 GPD?SF=1,345.00 SF P4� 23.s \? /- 1 EXIST STING 2� NOTE:PROVIDED CROSSING INFORMATION IS APPROXIMATE.CONTRACTOR TO --� \ \ ✓ 23.6\ W.W. Ff27.s7 T • GRAVEL/DIRT DRNE TB2594 SPOT GRADE ao.00 , , s USE FOUR(4)LEACHING POOLS WITH 11'-T EFFECTIVE DEPTH FIELD VERIFY EXISTING LOCATIONS AND ELEVATIONS PRIOR TO CONSTRUCTION DRAWING TITLE WOOD �.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 STEPS �� 24.9 T'GPiBOTTOM OF TC 00.00 CID Q ` 24 ? �`"H \ ~� B2502 rr24.79 I o I CURB ELEVATION BC OO.Oa (EXCEEDS THE REQUIRED SIDEWALL AREA OF 1,345.00 SF) ,. PROVIDE TWO(2)EXPANSION LEACHING POOLS N w a I Al;> . ` q 1 I � -* Lc HNOSB CLASSIFICATION__- CONTOUR ,57 WSANITARY UTILITY PLAN 3 S >> ( 24.5 24.E ' I I TELECOM MANHOLE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL p of `\� 243 °a COVER X�z� I fl a '� --- �� a I TREE BORING LOG DATA SHEET N j © LIMIIT OF CLEARING (BORING BY:SOIL MECHANICS DRILLING CORP.) DATE: 05/03/2024 CL J FIELD DATE:12/14/2017 &GRADE --LCGA-- N.T.S. SCALE: AS SHOWN DISTURBANCE FRAME GARAGE rSs 3p, 23.9 23.8 � a � �- \ B-2 you w or formerly I ®°+ 423,g- _ I ` SOIL BORING ,i PROJECT NUMBER: 23200 \ REFERENCES I gas Hausler I 25 `� DRAWING BY: AM N I Andrea & now or for GARAGE N �o„w \.,•�e,9 Q � \ 0 THIS PLAN REFERENCES: Housler Merl i 0 :2 0o 0 now Malcomson I 275.45' ®�'� � coQ � CHECKED BY: MP ERAAfE � 4 SANITARY STRUCTURE SCHEDULE BOUNDARY AND TOPOGRAPHIC SURVEY 4- �, ° TAX LOT• no C+4RAGE .87 24,63 NCDCE -�.. y L .0 USE. RESIDENCE w or former/ _ - PREPARED BY: APPROVED BY: MP O -� L ZONE. ENCE John A. y I now ASPHALT DRNEWAr 25:;3 [s.zs STRUCTURE EFFECTIVE TOP OF BOTTOM INVERT INVERT AMERICAN ENGINEERING&LAND SURVEYING P.C. n N PU 1R`'-40 I TAX Bag/jVj I (oar form er1 NUMBER STRUCTURE TYPE DEPTH RIM!GRATE RINGS OF RINGS IN OUT 1171 OLD COUNTRY ROAD-SUITE 6 3 o) � BLIC WA TER USE. LOT; '1S Donn Cost Y PLAINVIEW,NY 11803 SEAL ALTERATION OR ADDITION TO THIS 0 I `C I • RESID anzO DOCUMENT EXCEPT BY A LICENSED c U I ZON EN PIAL II Linda Co & S-1 PROPOSED 4'0 DISTRIBUTION MANHOLE --- 24.15 21.90 16.40 20.90 20.40 DATED:02/19/2024 AA(�0 Elti PROFESSIONAL ENGINEER IS A E'R-40 USE. TAX LO stanzo (r r VIOLATION OF SECTION 7209, UBLIC WATER I E' RES/DENnAL 29 USE. LOT; 30 A=24.00 BUILDING ARCHITECTURAL LAYOUT PRO PILO O� SUB-DIVISION 2,OF THE NEW YORK PUBLIC ZONE. RESID S-2 PROPOSED I/A SYSTEM HYDRO-ACTION AN-800(H-20 RATED) B=24.00 21.65 14.00 19.33 19.16 �� y /✓- STATE EDUCATION LAW I BLIC WATER E R-4p zONE• ENTIAL C=24.00 PREPARED BY: ` -� PTECTURE P.C. UBLIC'WATER I A=23.80 406NORTHJMN I COUNTRY ROAD C7 I I� DRAWING No: S-3 PROPOSED I/A SYSTEM HYDRO-ACTION AN-800(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 `� r�- At. ZE/ 40 0 20 40 80 150 S-4 PROPOSED 4'0 DISTRIBUTION MANHOLE --- 24.00 21.75 14.15 18.91 18.41 GEOTECHNICAL REPORT&SOIL BORINGS O4, 08155$ OVERALL SANITARY UTILITY PLAN PRECAST CONCRETE DISTRIBUTION LEACHING POOL WITH FRAME AND S 5 PROPOSED 10'0 11' 23.60 21.75 7.05 18.30 18.05 PREPARED BY: �FfiSS10NA� ` SOLID COVER SOIL MECHANICS DRILLING CORP. .. ;:. 14 3770 MERRICK ROAD Know what's below. ( IN FEET ) S-6 PROPOSED 10'0 PRECAST CONCRETE LEACHING POOL WITH FRAME AND SOLID COVER 11' 23.40 20.45 6.80 17.80 -- SEAFORD,NY 11783 Call before you dig. 1 inch = 40 ft. S-7 PROPOSED 10'0 PRECAST CONCRETE LEACHING POOL WITH FRAME AND SOLID COVER III 23.50 20.45 6.80 17.80 VICINITY MAP BACKGROUND DATA -$00-272-4480 S 8 PROPOSED 10'0 PRECAST CONCRETE LEACHING POOL WITH FRAME AND SOLID COVER 11' 23.20 20.45 6.80 17,80 PROVIDED BY MAPS.GOOGLE.COM ARC PILOTTA, P.E. PAGE No: NEW YORK STATE. PROFESSIONAL ENGINEER #081558 5 OF 9 Y.\Key CiviHProjectsA2023123200_J`,IN Architecture.__14300 Main Road-_Matt!tuckOrawingsAKey Civtl',23200_2024 07.l9_SPP2__SPDES__RPZ.dwg B INSTALLATION INSTRUCTIONS: BACKFILL WITH NATIVE SOIL 4 NX HEAVY DUTY GRAY IRON(CL35)FRAME&SOLI ✓ � 24"0 CHIMNEY SEE NOTE 13 10'0 X 8" THICK TRAFFIC RATED 1. EXCAVATE SO THAT TOP OF THE 4-FOOT HIGH PERFORATED PRECAST CONCRETE MANHOLE POWER CIRCUIT COVER SETS BY EJ OR APPROVED EQUALS �', Y PUMP/CO PRESSER PO R C CU a, §` u TE HYDROACTION TOPPING SLAB , MODEL No.:V1600-3 RG REV/GS CPH2 CV UND 24 HEAVY DUTY LOCKING BASES ARE 4.50 BELOW FINISHED GRADE. THE PERFORATED PRECAST CONCRETE MANHOLE (DEDICATED 110 V SERVICE ON A 20 AMP BREAKER) ,,,-OPENING MUST BE OVER 8'0 X 8" THICK TRAFFIC RATED FOR AN800 AND AN1100 APPROVED (LOCKING) CI COVER TD GRADE SECTIONS SHALL BE AS PREVIOUSLY APPROVED BY SCDHS, SCDPW OR NYSDOT FOR TRAFFIC OUTLET DROP TEEd HYDROACTION TOPPING SLAB BY SCDHS APPROVAL NO. NS-002 (3 LOCATIONS) BEARING STANDARDS. G I I _ FINISHED GRADE FOR PRETREATMENT TANK SEE NOTE 12 SEE NOTE 11 CB1 M) �t �J BY PREVIOUSLY APPROVED BY SCDH 2. INSTALL 4-FOOT HIGH PERFORATED PRECAST CONCRETE MANHOLE BASES. ' r , SEE NOTE#2 RECAST CONCRETE RISERS �. SEE NOTE 11 B BLK I BLK .Z- J `\ .: - X 12" 3. EXCAVATE 5.33' BELOW PROPOSED INVERT IN ELEVATION FOR BOTTOM OF PRETREATMENT = L1 ! SP1 - , SPRAY \ ED X 9 '' COMPACTED NATIVE FILL, TYP O `- 19" „ TANK, AND EXCAVATE 6.83' BELOW PROPOSED INVERT IN ELEVATION FOR BOTTOM OF WHT WHT --------_� PUMP , TOP OF RINGS REFERS TO THIS POINT "MIN CONCRETE TOP SLAB TO 2S 1B N N y PUMP RATINGS. SUPPORT H-20 VEHICULAR LOADING r, SEE NOTE 10 N t- TREATMENT TANK. > N �� MOTOR i (SEE SANITARY STRUCTURE SCHEDULE) >, .,- �. 3/4HP 115V --- ^ :. ..... (a,000 PSI AT 28 DAYS) 26 W ?'I �� ' PENETRATION HOLE 4. FINISH GRADE NATIVE SOIL BELOW THE PROPOSED TANKS TO BE LEVEL ±1/4-INCH. �_____�� - @ r F 21I MIN CB2 CSR 6 LOOPS ' �� -� - 15.0 F.L.A. . .. --- ... ... Pored SEE NOTES 7 & 8 -: ' "- 1O" MAX 5. INSTALL PRETREATMENT AND TREATMENT TANKS ORIENTING THE PREDRILLED HOLES IN THE , M'? --- --- ;;;: (4 LOCATIONS) --- --- --- CORRECT ORIENTATION AS SHOWN IN THE PLAN. BLK BLK BLK �' ` BETWEEN BOTTOM OF SLAB �` RP1 -, RECIRC PUMP RATINGS; ' FROM DWELLING AND TOP OF ACCESS COVERS 6. PLACE AND COMPACT NATIVE BACKFILL BETWEEN PRECAST CONCRETE MANHOLE BASE AND t A.. ro i.! PUMP 3/4HP @ 115V FLOW LINE � TO TANKS. BACKFILL SHALL BE PLACED IN 8-INCH MAXIMUM LIFTS AND MECHANICALLY WHT I WHr t a °� UCI4 " 1 INVERT IN PER PROPOSED PLAN FROM BUILDING SDR-3J Stlf$ol tAtp DRAINFIELD--. COMPACTED. CEASE THE PLACEMENT OF THE FILL 3-INCHES BELOW THE CROSSOVER PIPE. ° N _-_--- ----�� MOTOR �� 15.0 F.L.A. •. PVC PIPE PITCHED AT A TO I!A UNIT SDR-35 PVC o ( 7. REMOVE A 1-FOOT X 1-FOOT SQUARE HOLE AT THE BOTTOM OF THE 3-FOOT HIGH PERFORATED MIN.1/4"/FT - o > I G =_ a PIPE PITCHED AT A MIN. %% ' Y ro r` PRECAST CONCRETE MANHOLE AND SET THE HOLE DIRECTLY OVER THE INLET PIPE AND ON g CB3 M3 - W WETLANDS sLk ELK P.LK �J r� 7 1/4"1FT TO I/A UNIT 8 PRECAST CONCRETE I` TOP OF THE 4-FOOT HIGH BASE. --� �-I l MP1 1 .Z MIXER \\� PUMP RATINGS: �r' BOUNDARY ` ! PERFORATED MANHOLE 8. REMOVE 1-FOOT X 1-FOOT SQUARE HOLE WHERE THE CROSSOVER AND OUTLET PIPES WILL BE N ��; i tt SEE NOTE 1 INSTALLED. wHr I` CY PUMP ,3/4HP @ 115V iE " ;.... I) N ----------� MOTOR 15.0 F.L.A. «`v ONOLITHiC I' HYDROACTION 10'0 PRECAST CONCRETE 9. INSTALL ELECTRIC CONDUIT AND AIR LINES. �\ �, N 1,, PRETREATMENT TANK PERFORATED MANHOLE SECTION 1d.INSTALL INLET, OUTLET AND CROSSOVER PIPES. BACKFILL WITH NATIVE FILL IN 8" MAXIMUM BASE SECTION :t �-�- SEE NOTE 5 SEE NOTES 2 LIFTS TO TOP OF THE PRETREATMENT / TREATMENT TANKS AND HAND TAMP FILL. CAUTION z CB4 '�\ -12"MIN ',• :.' ;.77777Y SHALL BE TAKEN TO MINIMIZE TAMPING OVER SEWER LINES AS TO NOT DAMAGE THE GRY ={� GRv �' ` \� C1 ----------� `COMP, RATINGS: ! 4'-0"0 I Map data02024 Terms Reportamaperror HYDROACTION TREATMENT TANK GASKETED SEAL INTO AND OUT OF THE TANKS. COMP � UNDISTURBED GROUND SEE NOTE 5 11ANSTALL AND ROTATE TOPPING SLABS SO ACCESS HOLES ARE ALIGNED WITH THE ACCESS WHT ------__- 1/4HP @ 115V 4'0 SANITARY MANHOLE DETAIL N � MOTOR ! 5,4 F.L.A. VICINITY MAP COMPACTED NATIVE FILL TYP BOTTOM OF EXCAVATION COVERS IN THE PRETREATMENT AND TREATMENT TANKS. HEAVY DUTY GRAY IRON(CL35)FRAME&SOLID COVER N.T.S. N.T.S. SEE NOTE 6 (2 LOCATIONS) OF NEW 12.INSTALL PRECAST CONCRETE CHIMNEYS ON TOPPING SLAB WITH HEAVY DUTY CAST IRON c - SETS BY EJ OR APPROVED EQUALS SEE NOTES 3 & 4 FRAME AND COVERS TO GRADE. NOTE:ALL MOTORS MUST HAVE MODEL No.:V1600-3 RG REV/GS CPH2 CV UND(LOCKING) �� O m INTERNAL OVERLOAD 4"CONCRETE BLOCK OR PROJECT DATA 13.BACKFILL AND COMPACT THE OUTSIDE OF THE PERFORATED PRECAST CONCRETE MANHOLES TO Cn CY PROPOSED GRADE WITH NATIVE BACKFILL, BACKFILL SHALL BE PLACED IN 8-INCH MAXIMUM PROTECTION. PRECAST CONCRETE COLLAR APPLICANT!OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART LIFTS AND MECHANICALLY COMPACTED. TO BRING MANHOLE TO GRADE "A11N CONCRETE TOP SLAB 27835 MAIN ROAD * * LR1-Q1 TO SUPPORT H-20 HYDROACTION H2O KIT (AN800) " eLu RED,WH M1 v Hr FINISHED GRADE VEHICULAR LOADING(4,000 P.O.BOX U sn 4 14.CONTRACTOR SHALL CONTACT WASTEWATER WORKS INC. AT (631)-591-0818 TO ADDRESS ' s CUTCHOGUE,NY 11935 QUESTIONS OR PROVIDE ADDITIONAL INSTALLATION�INSTRUCTIONS. LR1-Q2 TOP OF RINGS REFERS TO THIS POINT x PSI AT 28 DAYS) N.T.S. �25, p 9 2 7 p �� eLu s PiNwwH M2 wHT (SEE SANITARY STRUCTURE SCHEDULE) TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 11,Lot 1 11 r �, 24" ET PIPE FOR FESSIotk INLET PIPE N SANITARY DISTRIBUTION SITE AREA.................................. 242,298.52 SF(5.5624 Acres) PuaK vdH A PITCHED AT A MIN.1/8"/FT :.•,. -rr .-•• '•,.': -_-__- :,=„ POOLS ONLY.PIPE CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE(RO) 12/05/2022 2:17:47 PM RECIRC RUNNING l I•-20"-•-I PITCHED AT MIN. LR1-Q3 -` 1 1/8"/FT CURRENT USE.......................... CHURCH BLU 2 YEUVVH WH? 12°MIN z M3 PROPOSED USE......................... PARISH CENTER 0 3" EXISTING FOOTPRINT............... 8,567 SF YEUWH G iL MIXER RUNNING / ® �0 \ PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) X COVERED ENTRY:273 SF O -�{ 12" PLUG&FERRULE s1U LRII Y HT , :IFa ® m1, REMOTE PLC CONTROL PANEL I N o 03 J� o GROSS FLOOR AREA................ LOWER LEVEL......................................2,020 SF LR1-Q4 0 \ uj r W/HP 150 COMPRESSOR --�{ 12" PLUG&FERRULE GRADE v> ,, �� / (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF eLu RED z /' `� ® �_� \ c� TOTAL...................................................10,528 SF EC50-30-L-150-PLCAS GRADE 8" a' CONGRETE 16 PLC INPUT 0 � / E5 MANUFACTURED BY OPS(OR HOUSING(3,000 PSI) � ® mNl3 APPROVED EQUAL) •. CONCRETE BLU AS-1 FINK Cl m�l3 � ` RECEIVED HOUSING(3,000 PSI) APPROVED SEWER ® ��>� � !' PIPE RUN AUD. ® �'_�APPROVED SEWER BLu PED AUG Q 2G24 PIPE 45°ELBOWS 5 -`�' `-` 6 ALARM uj ® �W� � 45'ELBOWS v 1 60°WYE ^-� ORG BRN 3'-0"_,�,- HWA MUTE I 10'-0"0 -'- MIN Southold Town __._. BLS ^ �TEST 3'-0"MIN Planning Board "All n n n I HIGHEST RECORDE ALTERNATE A ALTERNATE B I ALARM GROUNDWATER NOTE O I LIGHT �ACKFILL MATERIAL SHALL BE 1. CLEANOUT(S)LOCATED IN TRAFFIC AREAS SHALL BE PROVIDED WITH TRAFFIC BEARING FRAME AND COVER. RED ELK RED wwr CLEAN SAND AND GRAVEL 2. ALTERNATE"A"IS FOR BENDS,ALTERNATE"B"IS FOR USE WITH BUILDING EXTENSION/CONNECTION. NOTE 6'MIN.PENETRATION INTO A VIRGIN STRATA OF SAND AND GRAVEL DEDICATED 20 A,110 VPOWER 112"SCH.80 AIR LINE TYPICAL CLEAN-OUT DETAIL CONDUT(GFIPROTECTED)OUTED IN 3/4"PVC TO AN800 N.T.S. Bw ENABLE PLC INPUT LEACHING POOL DETAIL FROM BUILDING TO HS-20 iL� N.T.S. RATED JUNCTION BOX OVERRIDE SURFACE GRADE HYDROACTION AN-1100 CONTROL PANEL 6LU 3 �� ti� 4 YEUwhI 12 PLC INPUT _- _ _-1 ��I-1i1-1 i CSR I�)I I�II I N I 10 (TYP,) III-III I I�,�DETECTABLE MARK-OUT TAPE N.T.S. _�-� BLU WHO?INK DEDICATED 20 A.110 V POWER CABLE, 14 PLC IN PUT I I COLORED FOR UPPER UTILITY AS 2 07119/24 AM ISSUED TO TOWN ROUTED IN 314"PVC CONDUIT(GFI DETECTABLE MARK-OUT TAPE PER APWA UNIFORM COLOR CODE. PROTECTED)FROM BUILDING TO HS-20 TIME DOSE 0 TAN - 17 PLC INPUT COLORED FOR LOWER UTILITY AS 1 05�14;24 DID REV PER CLIENT COMMENTS RATED JUNCTION BOX � PER APb'VA UNIFORM COLOR CODE. 10'LONG SLEEVE(SPLIT BLu POLYETHYLENE)PLACED NO. DATE BY DESCRIPTION DEMAND 10'(TYP.) ( UPPER UTILITY EXISTING REMOTE PLC CONTROL PANEL WITH INCOMING SERVICE ?AN,°�rH REVISIONS SPRAY 18 PLC INPUT DOMED SHAPE FOR MAXIMU HP80 COMPRESSOR MODEL NEW 20 AMP. -- - ` LOAD STRENGTH EC50-30-L-80-PLCAS MANUFACTURED NOTES: 1. FLOAT SWITCH TO BE RATED 2 AMP AT 120V MINIMUM. 1"MINIMUM SEPARATION 18"SEPARATION WHERE POSSIBLE .:..F.::. ,. 1 POLE BREAKER UPPER UTILITY - • ' • BY OPS(OR APPROVED EQUAL) MAIN PANEL DISCONNECT MUST BE PROVIDED BY INSTALLER. s HANDLE FOR EASY SCREE1L DASHED LINES INDICATE ITEMS NOT CONTAIN IN THE PANEL. a OF SAFETY SCREEN I „• ,,.,H W1 B1 W1 10'LONG SLEEVE(SPLIT UTILITY REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS IS 16 in-Ibs, POLYETHYLENE)PLACED REFER TO MANUFACTURER FOR o "'`' ` ` FIELD WIRING MUST BE A MINIMUM OF 60 C COPPER WIRE. LOWERUTILITY OVER LOWER UTILITY INSTALLATION DETAILS 2. SPRAY PUMP IS ONLY REQUIRED FOR PRESSURIZED LEACHING FIELDS. CIRCUIT UTILITY CROSSING NOTES: 1. CONTRACTOR TO INSTALL 10'LENGTH OF DETECTABLE MARK-OUT TAPE 12"BELOW GRADE ABOVE EACH UTILITY %a R z BREAKER METER OWTS CONTROL PANEL AND CENTERED ON THE CROSSING. CIVIL �` ,H,,, PANEL HYDRO-ACTION ONE LINE ELECTRICAL DIAGRAM 2. DETECTABLE MARK-OUT SHALL BE BRIGHTLY COLORED ASPER APWA UNIFORM COLOR CODE FOR EACH UTILITY, 664 BLUE PINT ROAD, UNIT SIZED TO FIT INSIDE CONTROL 025.08" WITHOUT SCREWS ANBEUSEDWITHOR FIRST24"RISER PANEL TYPICAL UTILITY CROSSING & LARKING` TAME DETAIL H®LTSV 631LLE, NEW Y RK 11742 [��'I) 9E1-®51D6 M EX.GROUND ROD N.T.S. www.KeyCivilEngineering.com UNDERGROUND UTILITY INSTALLATIONMARKING TAPE, NOTES: PROJECT NAME POLYLOK 24" SAFETY SCREEN 1. BURIED ELECTRICAL POWER CONDUITS SHALL BE A MINIMUM OF 24 INCHES BELOW GRADE. A. SCOPE 2. ALL ELECTRICAL WORK TO BE PERFORMED IN ACCORDANCE WITH NEC. THE CONTRACTOR SHALL FURNISH AND INSTALL AN UNDERGROUND MARKING TAPE ALONG ALL SEWER,WATER,GAS,AND ELECTRIC MAINS& ROMAN CATHOLIC CHURCH OF THE SACRED POLYLOK 24"0 HDPE,PART NO.3008-SS CONNECTIONS. (OR APPROVED EQUAL) ELECTRICAL ONE-LINE DIAGRAM DETAIL HEART PROPOSED PARISH CENTER N.T.S. N.T.S. B. MATERIALS 14300 MAIN ROAD THE MATERIAL SHALL BE SOLID PLASTIC TAPE WITH A MINIMUM THICKNESS OF 4.5 MIL.THE TAPE SHALL BE RESISTANT TO ALKALIS,ACIDS AND MATTITUCK, NY 11952 OTHER DESTRUCTIVE ELEMENTS, THE TAPE SHALL BE GREEN FOR SEWER,BLUE FOR WATER,YELLOW FOR GAS,AND RED FOR ELECTRIC,3"MIN. WIDTH,MARKED WITH THE WORDS,"CAUTION-SANITARY SEWER","CAUTION-V'JATER","CAUTION•GAS",AND"CAUTION-ELECTRIC". THE TOWN OF SOUTHOLD, COUNTY OF SU FFOLK WARNING SHALL BE REPEATED EVERY 16"-36". DIST.: 1000, SECT.: 114, BLOCK: 11, LOT: 1 C. INSTALLATION AFTER PARTIALLY BACKFILLING AND LEVELING THE TRENCHES TO A HEIGHT OF 18"-24"ABOVE THE CROWN OF PIPEICONDUIT,THE ROLL TAPE DRAWING TITLE PROPOSED 1-STORY PROPOSED CLEAN SHALL BE MOUNTED ON A WHEEL AND SPREAD ABOVE THE PREPARED SURFACE AS STRAIGHT AS POSSIBLE. THE TAPE SHALL BE HELD IN OUT,SEE TYPICAL S-2 RIM B&C EL.=24.00 POSITION BY ADDING BACKFILL AND HAND SHOVELS BEFORE USING MECHANICAL EQUIPMENT TO FINISH THE BACKFILL. A I TAPROFILE BUILDING WITH DETAIL S-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. EL.=21.65 PITCHED ATA M•:N 1/8"PER FT PITCHED AT A MN.1;8"PER FT SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL DETAILS 5DR-35 PVC PITCHED AT S-2 RIM A EL.=24.00 4"0 SDR-35 PIPE RIM EL.= A MIN.114"PER FT S-3 RIM A EL.=23.80 PITCHED AT A MIN, RIM EL.= RIM EL.=23.60 S-6 RIM EL.=23.40 FINISHED FLOOR EL.=25.00 24.15 24.00 SCDHS REFERENCE N0. 1/8"IFT MIN.SLOPE S-7 RIM EL.=23.50 TOP OF S 2/S-3 INV OUT TOP OF EL.=23-20 DATE: 05/03/2024 IS 8 RIM INV.IN STRUCTURE/ _ = I - EL.=19.16 EL.=20.90 --- --- --- i STRUCTURE ,T.,, a SCALE: N.T.S. EL.=21.90 % --- --- --- EL.=21.75 20" .r*�:• ^'ax. .:2 2il" T TOP OF INV.IN STRUCTURE © TOP OF j EL.=18.91 9 ®� EL.=21.75 .9®®® STRUCTURE PROJECT NUMBER' 23200 INV OUT 4 w CAST IRON PIPE SHALL _ I DRAWING BY: AM EL.-21,90 INV OUT t: 3" J®®® 4" ®®: EL.=20.45 EXTEND THROUGH ' ? EL.=20.40 FOUNDATION WALL 23.6' 5' NE CHECKED BY: MP A MIN.OF 2'. (10'MIN.) (MIN.) I I I II I I �\ zzo III 10.8' I a z APPROVED BY: MP CELLAR FLOOR EL.=17.00 t ' 'o"� S-2/S-3 INV IN I ( III / (5'MIN.) .•,.•.:.�•.,y:...:._r,,,:.,...':. w S-6-S-8 CL T INV INLu , tt1 ALTEP.ATION OR ADD: ION TO THIS 1 SEAL& SI DOCUMENT EXCEPT BY A LICENSED / III• I I I- EL.=18.30 14 EL.I17.80 F PROFESSIONAL ENGINEER STRUCTURE S-1 EL.=19.33 \ \� INLET PIPE MIN.4"0 SANITARY MANHOLE /\ I -4'0" Lu INV OUT EL O NE Nc ER IS A SDR-35 PVC PITCHED AT (SEE SCDHS DETAIL /\ / III INV OUT =18.05 �„ P�� y VIOLATION OF SECTION 7209. \ / ./j, ,// ./i� I I /,//i STRUCTURE S•4 EL.=18.41 u_ 8 uu_ G PIL O SUB-D:VISIOIN 2,OF THE NEW YORK A MIN.1/4'PER FT N.T.S. \/ \/ \ \\\,\mil/��\; SANITARY MANHOLE 8' (MIN.) w �SPR �Tp STATE EDUCATION LAW BOTTOM OF STRUCTURE (SEE SCDHS DETAIL) N.T.S. v DRAWING No: EL.=16.40 BOTTOM OF STRUCTURE BOTTOM OF STRUCTURE I INLET PIPE MIN.4"0 (S-2/S-3)EL.=14.00 (S-2/S-3)EL.=14.00 SDR-35 PVC PITCHED AT 4� 10'-0° BOTTOM OF i y e STRUCTURE STRUCTURES S-6-S-8 BOTTOM OF STRUCTURE S-2&S-3 uj A MIN.1/4"PER FT STRUCTURE S-5 EL.=7.05 3.0'M••N.ABOVE 7- N4 Zcd� LF D �j 10'0 LEACHING POOL STRUCTURE(S-6-S-8) N 9.ar°a I/A SYSTEM:HYDRO-ACTION AN-800 HIGHEST RECORDED t� BOTTOM OF STRUCTURE 10'0 DISTRIBUTION LEACHING POOL � SEE SCDHS DETAIL EL.°6.80 Q O (SEE SCDHS DETAIL) EL.= 14.15 (SEE SCDHS DETAIL) WATER ELEVATION ( N.T.S. ) .OR R155a �r QHIGHEST RECORDED GROUNDWATER ELEVATION=±3.58 N.T.S. N.T.S. �_ - O� .i ( 1dy�!' �' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - __:/ -AS PER USG§MONITORING WELL DATA MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 6 OF 9 YAKey CiviI\Pro;ects12023123200--JMN Architecture14300 Main Road_MattltucMDrawingsMey Civi1123200 2024 07.19_SPP2.-SPDES._RPZ.dwg \ 4 1 T o.o o.o IG G.G o.G 0.0 o.o o.o 0.0 0.0 G.o o.G o.o o.o o.G o.G o.o o.o o.G o.o G.G o.G o.G G\G o.o o.o o.o R : o.o G.o ( LUMIINAIRE SCHEDULE FIXTURE FIXTURE MOUNTING COLOR ARRANGEMENT ' , j SYMBOL QUANTITY LABEL MANUFACTURER!FIXTURE DESCRIPTION/MOUNTING TYPE LLF TOTAL WATTS 1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + ARRANGEMENT COUNT HEIGHT TEMPERATURE WATTS " 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O.0 U.0 O.0 0.0 0.0 0.0 U.0 0. `� 0 0 ) 0.0 O.0 ( 6 A SINGLE 6 MAXILUME I HH4-LED-WDM-30K-18K-900L-WD-HH4-4501-CL-WH-IESNA20021 CANOPY 12-0" 0.900 3000 K 12 72 L25 + + + + + + + + + + + + + + + + + + + + + + + + , + + + + + + ' 0.0 0.0 0,� 0.0 0.0 0.0 0.0 O.G 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 U.0 0.0 0. 10. 0.0M 0.0 0.0 0.0 - 26C 6 B SINGLE 6 MAXILUME I HH4-LED-WDM-30K-18K-90OL-WD-HH4-4501-CL-WH-IESNA20021 CANOPY 16'-0" 0.900 3000 K 12 72 0.0 0.0 0.(� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 U.0 0.0 0.0 0. I U.0 �D.00� O 0.0 0.0 w X �� 2 C SINGLE 2 MAXILUME/HH4-LED-WDM-30K-18K-90OL-WD-HH4-4501-CL-WH-IESNA20021 CANOPY 14'-0" 0.900 3000 K 12 2� IEl t + + + + + + + + + + + + + + + + + + + + + + + + + ' + \ + + + .IIatIlllCit y o.o o.G o.G o.o o.o o.G o.o o.o o.o o.o o.o o.o o.o o.o o.G o.o o.o o.o o.G 0.0 0.0 0.0 0.0 0.0 �G.G 0.0 � o.0 0.o o.o c fOl Ave l S.C. ELECT. vr4: I £: 2 D SINGLE 2 MAXILUME/HH4-LED-WDM-30K-18K-90OL-WD-HH4-4501-CL-WH-IESNA20021 CANOPY 10'-0" 0.900 3000 K 12 24 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + WETLANDS 0.0 O.0 0.0 0 0.0 U.0 0.0 0.0 0.0 U.0 0.0 0.0 0.0 0.0 U.0 O.0 U.0 0.0 0.0 0.0 0.0 0.0 O.0 0.0 IO.O U.0 10.0 0.0 U.0 O.G BOUNDARY Li �' `• 2 E SINGLE 2 COOPER 1 RDG-F04-LED-E-U-SL4-HSS-7030/POLE-MOUNTED 16'-0" .900 3000K 102 204 + + + + + + + + + + + + + + + + + + + + + + + + + �.o + + + 3�'0.0 0.0 0.0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0 .0 0.0 0. 0. ITOTAL 396 �W t � b + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.0 0.0 O.G t .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0 .0 0.0 0.0 0.0 t r. Uj n„<''' „- Map data 02024 Terms : Report a map error r SITE LIGHTING NOTES ��, + + + + + + + + + + + + + + + + + + + + + + + + + + + + + CALCULATION SUMMARY 0.0 0.0 0.0 \ \ 0.0 0.0 0.0 0.0 O.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O.0 0.0 0.0 0.0 0.0 0.0 0.0 OI.0 0.0 OI 0 0.0 0.0 U.0 ( 1. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. VICINITY MAP \` \ J LABEL CALC TYPE UNITS AVG MAX MIN AVG/MIN MAX/MIN MAXIAVG\ 2. NO REVISIONS,ALTERNATES,OR SUBSTITUTIONS TO THE CONTRACT DOCUMENTS ARE ALLOWED WITHOUT PRIOR N.T.S. + + �' + + + + + + + + + + + + + + + + + + + + + + + WRITTEN APPROVAL FROM THE ENGINEER. CALC._PT5 ILLUMINANCE Fc 06 12.3 0.0 N/A N/A N/A 0. 0.0 0.0 0.0 0.*5.��'..� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 U.0 0.0 0.0 L O.G U.0 0.0 0.0 0.0 \�' \\ S ' 3. ILLUMINATION LEVELS SHOWN IN FOOT-CANDLES. PROPOSED PARISH CENTER AREA ILLUMINANCE Fc 0.95 12.3 0.0 NIA N/A 12.9 PROJECT DATA \\ \ + + + + + + + \ + + + + + + + + + + + + + + '0.0 + + + + + + + + APPLICANT/OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART 0.0 G 0.0 0. 0.0 0.0 0.0 ..;� \.0 O.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 0. 0.0 0.U 0.0 ( 4. ILLUMINATION LEVELS ON THIS PLAN HAVE BEEN CALCULATED FOR PROPOSED SITE AREA LIGHTS ONLY.ACTUAL 27835 MAIN ROAD \ ILLUMINATION LEVELS IN THE FIELD MAY DIFFER FROM THOSE DEPICTED ON THE PLAN DUE TO INTERFERENCE P.O.BOX926 Lil FROM EXISTING/AMBIENT LIGHTING WHOSE ILLUMINATION LEVELS ARE NOT REFLECTED ON THIS PLAN. ,, � ,,,,,,,,, r CUTCHOGUE,NY 11935 1 ,' 11 ,; TAX MAP NUMBER..................... Dist,1000,Sect.114,Block 11,Lot 1 0.0 U.1. 0.1. 1. U.1. 0.1. 0.1 0.1- 0.1. . .. U G U.0 0.0 �-,1L --?r 1-� O.':. J.1. 0.1 J. f�. 0.1. U. 0.1. 0.G 0.0 0.0 0.0 J.0 J.0 5. REFER TO ARCHITECTURAL PLANS FOR DECORATIVE BUILDING MOUNTED LIGHTS AND BUILDING CANOPY LIGHTS. 1. - \ J v ,.> SITE AREA.................................. 242,298.52 SF(5.5624 Acres 6. LIGHT CIRCUITRY PLAN PREPARED BY OTHERS. - CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE(RO) U.0 0.0 10.1 0.?-. #?. 3 0.4 0.4 10.4 .3 O.3 0.2 0.1 0 ) 0.0 0.0 0.0 0. 0. 0.1. 0. 10.2 .2 ° 7. EXISTING AREA LIGHT SPECIFICATIONS WERE OBTAINED FROM PHASE 1 - SITE PLAN REVIEW: LIGHTING PLAN " �"' L�2 0.2 0.2.. 0.2 O. .0 � : sii I OCkJ'' / ,,./:. ,.:. .:.;,_ �!::.... ,.' / CURRENT USE........................... CHURCH � PREPARED BY SIDNEY B.BOWNE&SONS,LLP,DATED DECEft46ER 1,2010(REVISION 11}. �•,,'• �� _- � ° PROPOSED USE......................... PARISH CENTER -` 1 2 8. ILLUMINATION LEVELS SHOWN ON THIS PLAN WERE CALCULATED USING AG132 PHOTOMETRIC SOFTWARE. / rr / // EXISTING FOOTPRINT............... 8,567 SF 0.1. 0.5 0.7 0.9 1.0 1 .Id' 6,.9 0.'7 A0.5\ 0.2.. .0 0.0 0.0 U.1. 0.3 0.8 1 .0 /1 . 1 .3 1 .0( 00.9J 0.4 0.1. �J. 0.0 O.G J.0 0. r� /,' / /.. �„ `` 1 ( (� ® \ / V r PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) COVERED ENTRY:273 SF 0.1. 0.6 1. 4 1. .6 ...0 1.1. 1.7 1.5 0.8 0.2--. 0.0 0.0 U.0 0.1 0.3 1 .0 / 1�� 1 G I.4 2.1 1.7 1 0.4 U. 0.0 0.0 0.0 �0.0 0.0 0.0 ( CANOPY/SOFFIT LU INAIRE GROSS FLOOR AREA................ LOWER LEVEL......................................2,020 SF ^! i (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF SEE LUMINAIRE SCHEDULE MANUFACTURER: MAXILUME TOTAL...................................................10,528 SF + + + + + + + + + + + + + + + + +. + + + + + + + + + FOR NUMBER AND ONCRETE FOUNDATION MODEL: HH4-LED 0.1. 0.6 /1.4 3 2. 2.3 1.3 1.5 0.7 0.2 0.0 O.0 0.0 U.1. U.3 1 .0 1.4 1 8 31 3 l�1. 1 .2 l.i 0.4 0.1. J.0 0.0 0.0 ( �. MIN.DIAMETER'C' LABEL: A.B,C&D `G 0.0 0.0 CONFIGURATION OF FIXTURES / \ _ _-I COLOR: BRONZE ; � :. RECEIVED + + + + +- + ( + + + + +� + + + \ y r �Q ;. ''• 3"CLEAR 0.1 0.E' 1 .3 ] .3 3. 4. 1 ?6 1.4 0.7 0.1 0 0 0.0 0 0.0 �`, 2 \ r R ,. .0 2.0, 4 0 9 1 .G 0.3 0.0 J.0 0.0 J.0 0 0 U.0 O.G ( MOUNTING ARM BY \- LIGHTING MANUFACTURER ASSUMED POLE �s.:; COVER(TYP.) ! WIDTH(B) - u' e /� / ...: /,�� AUG Q 12024 0.0 0. 0. ?.. 7 .9 ..� 0.2 0.1 0.0 0 U.0 J 0 O.G - i'�, l U.4 0.2--. 0 1. 0.0 0.0 O.G U.0 O.G ° '. \ \ LIGHT POLE(ALUMINUM)BY Southold Town E �, ° \ LIGHTING hANUFACTURER I Planning Board t / + + + + + + + + + + + + + L1 ` y EINFORCING TIE'E' � ! "'ii� .// + + + + + + + + + + + a 0.0 0. 0.0 1 0.1. 2--. 0.2 0.1 ... 0.-1. �1. 0.1 0.1 E 0 0 0.0 0.0 0.0 U.0 0.0 0�0 0. U.0 O.0 ( y-.�' ,/ �: //o'-% E t \ \ / ... > VERTICAL REINFORCEMENT BAR'F' } •--�- Ns- T \ i - 0.0 + .� 0.0 + .0 0.1. 0 1 .0 .0 1.1 0. 0.8 5 1 . . 2.3 \+ .9�\ J.'7 0.1. O.G U.0 O.G O.G 0.0 0.0 � p O.G ' O.G 0.0 ( � I I /<- b HANDHOLE WITH COVER ; i 9.11', AN LD = ELECTRIC CONDUIT SECTION VIEW + + + + + + + + + + + + + + + + + + + STUB UP MINIMUM V-0" 0 0 0 0 0 0 4 Z:: 19 94 u - w .2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ko G.0 « . « ( 57.$1 ANCHOR BOLTS AND BASE PLATE / / ... 19.52' t BY LIGHTING / M / NG 3 MIN EI�IIE7CT + + + ;. , .. . :::; HAGH STRENGT 1 4 2 0.0 J.0 U.G ( .0 0 0 0 U 0 0 0 0.0 .0 0.0 1 J. f S UT NON-SHRINK GROUT o, 4 v 0 0 0 �' is /r , '> CUR (SEE SITE PLAN-, 1 CHAMFER r r 1 FOR LOCATIO - AREA, T B SE R TYP (WHEN LOCATED IN PAVED + + + + + + + + + + + + + N RETE BA E YELLOW)N N) 0 0.0 0 4 0 „ CO C S r • U.0 FT1 .7 0.0 0.G 0.G 0.0 U.0 J.0 U.0 0.0 0 ° 0.0 t 2MIN. ••_ •} ; PROPOSED SINGLE-STORY PARISH - �. • w FINISHED GRADE POLE MOUNTED LUNIINAIRE 3; MANUFACTURER: COOPER LIGHTING SOLUTIONS w n 2 07/19/24 AM ISSUED TO TOWN ' }. CENTER WITH PARTIAL CELLAR {I \�✓�\�\�'�Xx/ '\�\�\�\ \ \fit�\1\ \`��. MODEL RDG RIDGEV!E � + + -t;; + + + + + + + + �i��i�`i:�/i:��i. /i ` `;� ��%/i��/��i�\\j�\�j\�i�\\j�\�j�\�j�\\ LABEL: E 0.0 0 0.0 LL1 9 O.0 0.0 J.G J.0 0.G ' O.G 0.0 0. G O.0 COLOR BRONZE 1 05/14/24 DO REV PER CLIENT COMMENTS CELLAR:2,020 SF FIRST FLOOR:8,508 SF Uj COVERED ENTRY:273 SF -r I ��j ; NO. DATE BY DESCRIPTION 0.0 + .0 0.0 0.5 u.3 0.0 0.0 J.0 J.G 0. 0.0 0.0 0.0 ( . i� ". N FOR PRECAST FOUNDATIONS.SUITABLE REVISIONS i t r,. _ BACKFILL MATERIALS HALL BE N r o � o + + + + + + I + + + + +' + p COMPACTED TO 95%OPTIMUM DRY + + GENERAL FOUNDATION NOTES 0.0 0.0 0.1. .8 ._ J.0 0.0 0.0 0.0 0. .0 0.0 J.0 J. 0.0 ( z „ '; PROCTOR DENSITY IN 9"LOOSE LIFTS WIW 1t 0 J 0 \1 F.F. EL. 25.00 UU 97.27' r' 1. TING PRACTICES SHALL CONFORM WITH ACI-318, "BUILDING CODE o •�. STRUCTURAL CONCRETE AND CONCRETING 40.23 ,` REQUIREMENTS FOR STRUCTURAL CONCRETE" DETAILS SHALL BE IN ACCORDANCE WITH ACI-315, "MANUAL OF • F + + + + + + + + + + + + + + + + + + + ''� 0.0 .0 0.0 0.8 8 0.3 U.0 0.0 0.0 O.0 0 0.0 0. U 2.5 0.? O.0 0.0 0.0 O.U 0. U -^ "tS.Q .0 U.0 ( it STANDARD PRACTICE: DETAILS AND DETAILING OF CONCRETE REINFORCEMENT" FORMWORK SHALL CONFORM 0 � �• WITH ACI-347, "GUIDE TO FORMWORK FOR CONCRETE," UNLESS OTHERWISE NOTED ON THE CONTRACT ' E E E E ° r= DOCUMENTS. d, -f� + + + + + + + + + + '0.0 + + + + + + + + + + + + + + + + + o AUGERED OR FORMED CAST-IN-PLACE OR 0.0 0 0 0.0 0.1. 0.0 .0 0.0 0.0 .0 J.0 0.0 r 0 0.0 0.0 0.0 0.0 0.U 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 U.0 ( = PRECAST CONCRETE PIER FOUNDATION e W 0 REINFORCING 2. CONCRETE SHALL BE NORMAL WEIGHT STONE AGGREGATE WITH A MINIMUM COMPRESSIVE STRENGTH OF 4,000 Yx (4,000 PSI AIR-ENTRAINED CONCRETE) G G G G G G G J TIE SPACING'E' PSI AT 28 DAYS. ALL DESIGN MIXES SHALL BE PROPORTIONED IN ACCORDANCE TO SECTION 5.3,"PROPORTIONING „7 PRO[ � w ! �� ON THE BASIS OF FIELD EXPERIENCE AND/OR TRIAL MIXTURES"OF ACI-318. THE WATER-CEMENT RATIO FOR THE + + ` + + ( 0 + f + +@ J + + + + + W + + W+ + +W + + W + W W + 0. 0.G 0.0 0�5;� 0.0 0.R, 0 0 0.0 \0_0 0.0 0.0 0.0 0.0 O.0 0.G 0.0 U.0 0.0 0.0 0.G U.0 0.0 U.0 O.0 0.0 O.U 0.0 0.U 0.G 0. . z ;: ".. PROPOSED MIX DESIGN SHALL ACHIEVE AN AVERAGE 28-DAY STRENGTH OF 1,200 PSI GREATER THAN THE 664 BLUE POINT ROAD, UNIT B B� REQUIRED STRENGTH ON LABORATORY TEST RESULTS. ALL DESIGN MIXES INCLUDING HISTORICAL TEST RESULTS ®�.T"6VILLE i`IEw YRK 11742 NOTE SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + VERTICAL :•'Yr SEE LIGHT POLE FOUNDATION SCHEDULE (6"�T') 9 6 7-®5 Q 6 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 0.0 ( 00..0 \J 0.0 0.0 O.U 0.0 O.U 0.0 0.0 0.0 0.0 0.0 0.0 0.O 0 0 0.0 O.U O.U 0.0 U.0 0.1 ( "1 3. CONCRETE SHALL HAVE A SLUMP NO GREATER THAN 4"TO WITHIN A TOLERANCE OF 1". REINFORCEMENT BAR'F' FOR ADDITIONAL INFORMATION. www.KeyC!vilEngineering.com 4. EXPOSED CONCRETE SHALL BE AIR ENTRAINED,6%(WITHIN 1%TOLERANCE),CONFORMING TO ASTM C 260. + + + + + + + \. + + + + + + + + + + + + + + + + + + + + + + + T CLEAR COVER(TYP) 0.0 0.0 0.0 0.0 U.G 0.0 0.0 \G 0.0 0.0 0.0 U.0 0.0 0.0 0.0 0.0 O.G 0.0 0.0 0.0 0.0 O.G r�j� 0, 0.0 0.0 0.0 O.0 0.0 °' ( t 5. CONCRETE SHALL BE CONSOLIDATED IN PLACE USING AN INTERNAL VIBRATOR. PROJECT NAME `L r~ • 6. REINFORCING STEEL BARS SHALL BE BILLET STEEL CONFORMING TO ASTM A 615,GRADE 60. ALL REINFORCEMENT ROMAN CATHOLIC CHURCH OF THE SACRED cV FOUNDATION SHALL BE SECURELY HELD IN PLACE WHILE PLACING CONCRETE. IF REQUIRED,ADDITIONAL BARS OR STIRRUPS + + + + + + + + + + + + + + + + + + + + + + + + + + + + � �+ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ^r�'� 0.0 0.0 0.0 0.0 O.0 0.0 0.U 0.0 0.0 0.0 0.0 0., 0.0 0.0 0.0 0.0 0.0 0.0 'e.eO.0 Li ( DIAMETER C) HEART PROPOSED PARISH CENTER / SHALL BE PROVIDED BY THE CONTRACTOR TO FURNISH SUPPORT FOR ALL BARS. BAR SUPPORTS IN CONTACT 14300 MAIN ROAD WELL COMPACT WITH EXPOSED SURFACES SHALL BE PLASTIC TIPPED. ALL ACCESSORIES SHALL BE GALVANIZED. 0.0 v-� 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 +_0.0 C Pl"S- J'�i 0 .0�' -G+ 0.0 � 0 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0,r ( SUBGRADE 7. ALL SPLICES OF REINFORCING BARS NOT INDICATED ARE TO BELTS AS PER THE REINFORCING SPLICE SCHEDULE MATTITUCK, NY 11952 ZR� ELEVATION VIEW OR 40 BAR DIAMETERS. DISCONTINUOUS ENDS OF CONTINUOUS BARS SHALL BE STANDARD HOOKS. TOWN OF SOUTHOLD, COUNTY OF SUFFOLK rcrd, DIST.: 1000, SECT.: 114, BLOCK: 11, LOT: 1 + + + + + + + + + + + + + + + + + ��) + + + + + + + + + + TYPICAL LIGHT POLE FOUNDATION DETAIL 8. SHOP DRAWINGS OF REINFORCING TO BE SUBMITTED 70 THE ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION vvv.� r RY ( AND ORDERING OF MATERIAL. SHOP DRAWINGS SHALL SHOW ALL REINFORCEMENTS, SPLICE LENGTHS, BAR 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O.G 0.0 O.0 0 0.0 0., 0.0 U.0 0.0 U.G O.G 0.0 0.0 .0 U.G 0.0 0.0 0.0 O.G 0• N.T.S. LENGTHS,BEND SCHEDULES,AND CONCRETE DIMENSIONS. REINFORCING LAYERS SHALL BE SHOWN SEPARATELY DRAWING TITLE + + + + + + + + + + + + + + + + + + r + + + + + + ON SHOP DRAWINGS. 0.0 0.0 0.0 0.0 0.G 0.0 0.0 0.G 0. 0 0.0 0.0 0.0 0.0 0.0 .0 O.G U.0 O.G J.0 0.0 J.0 0.0 O.0 J.0 0.0 0.0 0.0 0.0 0. 9. CONCRETE FIELD TESTS SHALL BE PERFORMED AS REQUIRED BY GOVERNING CODES BY A QUALIFIED PARTIAL SITE LIGHTING INDEPENDENT INSPECTION FIRM. TESTS SHALL NOT BE TAKEN LESS THAN ONCE A DAY OR LESS THAN ONCE PER + + + + + + + + + + + + + + + +Ix + + + + + + + + + + + + + + DESIGN CRITERIA 150 CUBIC YARDS OF CONCRETE. NO LESS THAN 6 TEST CYLINDERS ARE TO BE TAKEN TO OBTAIN 7-DAY AND LA 0.0 0.0 0.G 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 0.G 0.0 0. 0.U 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. t 28 DAY AVERAGE COMPRESSIVE STRENGTHS. SU�RADE MINIMUM ALLOWABLE BEARING PRESSURE=3,000 PSF(ASSUMED) 10. IF CAVING OF DRILLED HOLES ARE ENCOUNTERED, CONTRACTOR SHALL PROVIDE BENTONITE SLURRY IN PERMANENT CASINGS FOR DRILLED CONCRETE PIER FOUNDATIONS. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + SOIL FRICTION ANGLE=30 DEG(ASSUMED) DATE: 05/03/2024 0 0.0 0.0 0.0 0.0 0.0 O.G 0.0 0.0 U.0 0.0 0.0 0.0 U.0 0.0 0.0 0.0 O.0 0.0 0.0 0.0 0.0 O.0 0.0 0.0 U.0 O.G O.0 0. SOIL DRY UNIT WEIGHT=110 PCF(ASSUMED) 11. CONCRETE SHALL ATTAIN 80% OF THE DESIGN STRENGTH OR CURE FOR A MINIMUM OF 7-DAYS PRIOR TO THE SCALE: 1" "201 INSTALLATION OF THE LIGHT POLES OR ALL LIGHT POLES ARE TO BE SUITABLY BRACED AGAINST WIND LOADS, - + + + + + + + + + + + + + + + + + + + + + + + + + + BASIC WIND SPEED=130 MPH EARTH PRESSURE,AND CONSTRUCTION LOADS DURING THE ABOVE MENTIONED T;MEFRAME. 0.0 0.0 G 0.0 0.0 0.0 a 0.0 0.0 0.0 ° G.o 0.0 G.o o.o o.o O.G o.o o.o o.G o.o o.o G ? G.G o.G o.0 0.0 o.G o.G c PROJECT NUMBER: 23200 DRAWING BY: AM LIGHT POLE FOUNDATION SCHEDULE CHECKED BY: MP GRAPHIC SCALE MAXIMUM HEIGHT ABOVE GRADE W 16'-0"MAX APPROVED BY: MP 20 0 10 20 40 80 ASSUMED AVERAGE POLE DIAMETER WIDTH'B' 5"(SQUARE ALUMINUM) r SEAL �SIGNATURE: ALTERATION C ADDITION CENSE MAXIMUM NUMBER OF FIXTURES SINGLE DOCUMENT EXCEPT GIN LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, MINIMUM FOUNDATIONDIAMETER'C' 2'-0" �OF NEW SUB-DIVISION 2,OF THE NEWYORK O STATE EDUCATION LAW 1 in1Ch FEET )20 ft. MINIMUM FOUNDATION*DEPTH'D' 5'-0" ��P2G hOpTq REINFORCING TIES E #3 TIE AT 12"O.C. * \, � DRAWING No: VERTICAL HOOKED REINFORCEMENT'' (6)#6 BARS EQUALLY SPACED Y_ NO V. (S't9 LED *=ADD 3 TIES,1-1/2"C-C,AT TOP OF THE FOUNDATION Lu s LU C-7 Know what's below. ��'OFE S Call before you dig. \ - 1-800-272-4480 ARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 7 OF 9 Y:Xey CivilTrojectst20230200_JIVIN Architecture_14300 Main Road_MaflducklDrawingslKey Ciw1123200._2024 07.19..SPP2_SPDES..RPZ.dwg �% �S,t Ye,S, �--- ' SOIL EROSION SEDIMENT CONTROL NOTES: `T , - �� EXISTING PAVEMENT �,' �'' '` '' • 2" 1. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. >. 'p- ,,-.. C ' , ., . U / 50'MIN. 1!8"0 STEEL WIRE �` 11 __ 11 z 3' s,� I I I I I I I 1 2. THE STORMWATER POLLUTION PREVENTION PRACTICES PROPOSED HEREON HAVE BEEN IDENTIFIED AS THE MINIMUM ;•<.., C .'11/1 � ' _.w ��, ,��-"' li - - RECOMMENDED PRACTICES. ADDITIONAL STORMWATER MANAGEMENT FACILITIES OR PRACTICES SHALL BE INSTALLED Y. '' U,, N„ N �> �'` _ f--- n I� STAPLES(2 PER 8'MIN TO COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AND PREVENT THE INCIDENTAL DISCHARGE OF SILT-LADEN A." �� ck,:>.,, �•' -W C MOUNTABLE BERM STAPLE DETAIL BALE,TYP.) RUNOFF FROM EXITING THE SITE. CONTRACTOR TO NOTIFY IN WRITING AND CONSULT WITH THE ENGINEER OF RECORD d F \ s "` / G--� -ram - EXISTING GROUND FILTER CLOTH B - - B • �: , .Y :: --'w�� / `J�f UNDER STONE PROFILE (OPTIONAL) IF ADDITIONAL MEASURES ARE REQUIRED OR IF THERE 1S EVIDENCE INDICATING POTENTIAL OR REALIZED IMPACTS ON �7 8 7 .-} 10 MIL PLASTIC - 10 MIL PLASTIC LINING z - WATER QUALITY DUE TO ANY STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. r' ?S al:-_W __�' = �- ors° 6-!�_ LINING BINDING ! i„ A, (( _ __ - .' �� / _ 50'MIN. WIRE - "_ 1. 25�.. __-W �0 or 3. NOTHING IN THIS STORMWATER POLLUTION PREVENTION PLAN'S DRAWINGS OR ANY ASSOCIATED REPORTS RELIEVES €�+, 'rtcT3c1L "�� -�' N - - THE CONTRACTOR OR OWNER/OPERATOR FROM OBTAINING ANY OTHER PERMITS REQUIRED BY LArN OR COMPLIANCE r % "I, - mw -W F® -r! z ^:: - .s: STRAW BALE r P111 :;:::: : --- '�J - -tr�� ---�0 . 't0 - WITH TAKING ALL REASONABLE STEPS TO MINIMIZE OR PREVENT ANY DISCHARGE IN VIOLATION OF NYS DEC OR WHICH " 1.-��. �9 NATIVE MATERIAL OR CONCRETE - _ c . ':' -- "- �• �' -� -��'- 6$----- EXISTING GROUND HAS A REASONABLE LIKELIHOOD OF ADVERSELY AFFECTING HUMAN HEALTH OR THE ENVIRONMENT. 'tea"` ` x.;. . orE BLOCK TYP. r... .<; ...:i: __�� C (IF EXCAVATED, { ) I I I r r I I I '�I, : , -�`�- :I �� 0 z 2V:1H MAX SLOPE) WOOD OR PIETAL STAKES 4. CONTRACTOR SHALL BE FAMILIAR WITH THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND s ,�� - a o ij z I-12'MIN. z w _----=_ -�"` caC 0 �' - W SECTION B-B (2 PER BALE) PLAN SEDIMENT CONTROL ("BLUE BOOK") DATED NOVEMBER 2016, ANY REPORTS PREPARED SPECIFICALLY FOR THIS €'�#� ` � ��+ $ Dj - =_ f `J N7 29 0 w 00 ,ii x PROJECT,AND THE REQUIREMENTS QF THE NEW YORK STATE DEPARTMENT OF ENVIftdNMENTAL CONSERVATION FOR % Cep s ` a CONCRETE AND GROUT WASTE MANAGEMENT: fir' �', ' .�$ .r 1. ALL WASH OFF AND NON-SOLID CONCRETE AND GROUT WASTE MUST BE CONTAINED IN AN EXCAVATED OR ABOVE STORMWATER DISCHARGE. s Y " ',."""" EXPOSE 6"OF FILTER CLOTH z � 'Vd tI43Is O ' GROUND LINED CONSTRUCTED PIT. � WETLANDS ! h ALONG BOTH SIDES z 5. EROSION CONTROL MEASURES TO PREVENT THE INCIDENTAL DISCHARGE OF SILT-LADEN RUNOFF FROM EXITING THE I I, - , ____ I. 1 00 - 0 I to - 2. THIS FACILITY WILL RECEIVE ALL WASH WATER FROM THE CLEANING OF CHUTES, MIXERS, HOPPERS,VIBRATORS, .. S.0 BOUNDARY €! PLAN VIEW SITE SHALL, AT A MINIMUM, CONFORM TO THE NYS STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT " s \ PLACING EQUIPMENT, TROWELS, AND SCREEDS. UNDER NO CIRCUMSTANCES WILL WASH WATER FROM THESE CONTROL UNLESS ADDITIONAL MEASURES ARE NOTED OR REQUIRED BY THE ENGINEER OF RECORD. ` II 5 OPERATIONS BE ALLOWED TO INFILTRATE INTO THE SOIL OR ENTER SURFACE WATERS OR STOMWATER �_ ___ `' I P,4ANAGEMENTFACILITIES. ,�`, ... S? ) _ � 0• 0 I'', STABILIZED CONSTRUCTION ACCESS NOTES: 6. IT SHALL NOT BE A DEFENSE FOR A CONTRACTOR OR AN OWNER/OPERATOR IN AN ENFORCEMENT ACTION THAT IT ::'r7'I C� I 3. CAPACITY-SIZE FACILITY TO CONTAIN SOLIDS,WASH WATER,AND RAINFALL. WASH WATER SHALL BE ESTIMATED OULD HAVE BEEN NECESSARY TO HALT OR REDUCE THE CONSTRUCTION ACTIVITY IN ORDER TO MAINTAIN _ qj i \ 1. STONE SIZE-USE 1-4 INCH STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. �r vy 1 2. LENGTH - NOT LESS THAN 50 FEET EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 F00- MINIMUM LENGTH BASED ON THE EXPECTED FREQUENCY OF CONCRETE POURS AT 1 CUBIC FOOT PER CHUTE AND 7 CUBIC FEET PER I r -f• ( COt,APLIANCE WITH THE NYS DEC STORMWATER DISCHARGE REQUIREMENTS OR IMPLEMENT EROSION AND SEDIMENT i WOULD APPLY. HOPPER OF THE CONCRETE PUMP TRUCK AND/OR DISCHARGING DRUM. - f' ' m' , �E ) CONTROL PRACTICES. SOIL EROSION CONTROL MEASURES SHALL BE ADJUSTED! RELOCATED BY CONTRACTOR AS `� : _ 's 3. THICKNESS-NOT LESS THAN SIX(6)INCHES. 4. LOCATION-LOCATE FACILITY FOR ACCESS BY TRUCKS AND AS FAR AS POSSIBLE FROM DRAINAGE SWALES,STORM IDENTIFIED DURING SITE INSPECTIONS IN ORDER TO MAINTAIN EFFECTIVENESS OF CONTROL MEASURES. �; `' � •t•` 0 �` --_ I DRAIN INLETS,WETLANDS,STREAMS AND OTHER SURFACE WATERS AND WHERE POSSIBLE,A MINIMUM OF 100 FEET '• , -6$ ,< , I 4. WIDTH-TWELVE(12)FOOT MINIMUM,BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE IN3RESS OR EGRESS ., tJ • �`'� AWAY FROM SUCH. PREVENT SURFACE RUNOFF FROM ENTERING THE STRUCTURE. SIGNS SHALL BE PLACED TO Map data CJ2024 Terms Report a map error E��,. OCCURS.TWENTY-FOUR(24)FOOT IF SINGLE ENTRANCE TO SITE. 7. THE COSTS OF INSTALLING AND MAINTAINING THE EROSION CONTROL MEASURES SHALL BE DEEMED INCLUDED IN THE LO _____._.0.-- 3 i1 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. '- 3 0 6. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ACCESS SHALL BE PIPED 5. LINER-PLASTIC SHEETING WITH A MINIMUM THICKNESS OF 10 MILS WITH NO HOLES OR TEARS,AND ANCHORED VICINITY MAP O - OR.D. 9 8. INSTALLATION OF EROSION CONTROL,CLEARING,AND SITE WORK SHALL BE DONE AS INDICATED IN THE CONSTRUCTION 0 N.T.S. to orx 0 0 R.D.O g <<I� BENEATH THE ENTRANCE.IF PIPING IS IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES ACCESS PERMITTED. BEYOND THE TOP OF THE PIT WITH STAPLES AS SHOWN. AN EARTHEN BERM, SAND BAGS, STONE, OR OTHER 1. I _ I 1 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR STRUCTURAL APPURTENANCE. SEQUENCE. } \ - , a. I) FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY,ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED 6. PRE-FABRICATED WASHOUTS MAY BE USED IF THEY ENSURE THE CAPTURE AND CONTAINMENT OF THE WASTE �' R'c. s s I ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. WASH AND BE SIZED BASED AS ABOVE. 9. INSTALLATION OF EROSION CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S PROJECT DATA 8. WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN 7• MAINTENANCE: RECOMMENDATIONS AND REQUIREMENTS. \ 0 - Q I APPROVED SEDIMENT TRAPPING DEVICE. 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 � EXISTING L � ONE STORY OS 0 I 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. DEACTIVATED AND REPAIRED OR REPLACED IMMEDIATELY. EXCESS RAINWATER THAT HAS ACCUMULATED 10. CONTRACTOR SHALL INSPECT THE EROSION AND SEDIMENT CONTROL PRACTICES AND POLLUTION PREVENTION 27835 MAIN ROAD III, =w I�IAS. CHURCH R.D. (s O OVER HARDENED CONCRETE SHOULD BE PUMPED TO A STABILIZED AREA,SUCH AS A GRASS FILTER STRIP. P.O.BOX 926 14300 @ '! I 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 �� -3 � 0 I 7.2. ACCUMULATED HARDENED MATERIAL SHALL BE REMOVED WHEN 75%OF THE STORAGE CAPACITY OF THE CUTCHOGUE,NY 11935 SOUR LADY OF GOOD ; I PHASES. THAT THEY ARE BEING MAINTAINED IN EFFECTIVE OPERATING CONDITION AT ALL TIMES. INSPECTION OF ALL ' � I - I 11. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING STORM DRAINS,DITCHES,OR WATERCOURSES. STRUCTURE IS FILLED. ANY EXCESS WASH WATER SHALL BE PUMPED INTO A CONTAINMENT VESSEL AND IMPLEMENTED PRACTICES SHALL OCCUR WEEKLY AT A MINIMUM, IF DEFICIENCIES ARE IDENTIFIED,THE CONTRACTOR TAX MAP NUMBER..................... Dist.1000.Sect.114,Block 11,Lot 1 I I R. COUNSEL R.C. CHURCH` _R.D. �• _ 12. CONTRACTOR TO RELOCATE TRACKING PADS AS NECESSARY. PROPERLY DISPOSED OF OFF SITE. SHALL BEGIN IMPLEMENTING CORRECTIVE ACTIONS WITHIN ONE BUSINESS DAY AND SHALL COMPLETE THE CORRECTIVE I I I \ 13. EXPOSE 6"END OF FILTER CLOTH ON BOTH OF THE LONGER SIDES FOR THE ENTIRE LENGTH. 7.3. DISPOSE OF THE HARDENED MATERIAL OFF-SITE IN A CONSTRUCTION/DEMOLITION LANDFILL. ON-SITE ACTIONS IN A REASONABLE TIME FRAME. SITE AREA.................................. 242,298.52 SF(5.5624 Acres) -- _ __-+--- I 44 DISPOSAL MAY BE ALLOWED IF THIS HAS BEEN APPROVED AND ACCEPTED A5 PART OF THE PROJECTS SWPPP. CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE(RO) Q ! (� \ 12S t IN THAT CASE,THE MATERIAL SHOULD BE RECYCLED AS SPECIFIED,OR BURIED AND COVERED WITH A MINIMUM 11, CONTRACTOR SHALL REMOVE ANY SILT FROM SOIL EROSION AND SEDIMENT CONTROL MEASURES WHEN IT REACHES �y OF 2 FEET OF CLEAN COMPACTED EARTHFILL THAT,S PERMANENTLY STABILIZED TO PREVENT EROSION. CURRENT USE.-....................... CHURCH m Id,( (112)ONE-HALF CAPACITY UNLESS OTHERWISE NOTED OR AS DIRECTED BY THE ENGINEER.THE MATERIAL SHOULD BE N m w ' ` I R.D. -_` STABILIZED CONSTRUCTION ACCESS 7.4. THE PLASTIC LINER SHALL BE REPLACED WITH EACH CLEANING OF THE WASHOUT FACILITY. t- I 2 INCORPORATED INTO THE SITE IN A STABILIZED MANNER. PROPOSED USE......................... PARISH CENTER O U�3 0 N.T.S. 7.5. INSPECT THE PROJECT SITE FREQUENTLY TO ENSURE THAT NO CONCRETE DISCHARGES ARE TAKING PLACE IN t NON-DESIGNATED AREAS. EXISTING FOOTPRINT............... 8,567 SF m 0 U \ w Q 12. TEMPORARY SEED AND MULCH SHALL BE APPLIED TO ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINISHED CONCRETE AND GROUT WASTE MANAGEMENT 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) H 0- O M `� R• ,, ,� 0 STABILIZED WITH GEOTEXTILE FABRIC AND MAINTAINED ACCORDING TO BEST PRACTICES. COVERED ENTRY:273 SF N m 0 ,� ' N.T.S. GROSS FLOOR AREA................ LOWER LEVEL......................................2,020 SF I I X 13. CONTINUE INSPECTION AND REPAIR OF STORMWATER POLLUTION PREVENTION MEASURES UNTIL THE COMPLETION OF WITH AREA BREAKDOWN 111 APPROXIMATE LOCATION OF I CONSTRUCTION AND PERMANENT STABILIZATION IS ACHIEVED. ( ) ENTRY LEVEL.......................................8,508 SF PROPOSED INLET \, I TOTAL................................................... • PROPOSED CONSTRUCTION FENCE � -.- - PROTECTION(TYP.) 3 �- II i 10,528 SF 4 AROUND PROPOSED WORK AREA - i I- INLET PROTECTION TYPES AND USES 14. REMOVE EROSION CONTROL MEASURES,SILT,AND DEBRIS UPON ESTABLISHMENT OF PERMANENT STABILIZED COVER (SHOWN OFFSET FOR CLARITY) `_ w , ' 0 0 0 0 0 II OF ALL UPSTREAM/TRIBUTARY AREAS. ` _ � RECEIVED a I B I TYPE EXAMPLE USAGE NOTES 15. DEBRIS SHALL NOT BE BURIED,S THE SUBJECT SITE. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF -� ® Z FABRIC PLACED SILT FENCE NOTES IN ACCORDANCE WITH ALL CITY,STATE,AND FEDERAL LAWS AND APPLICABLE CODES. N -j \ I THIS METHOD OF INLET PFOTECTION IS NOT 1. PLACE SILT FENCE AT LOCATIONS AS SHOWN ON PLANS AS WELL AS DETAILS. AUG 01 202� chi 0 0 UNDER INLET NOT PERMITTED `�\ F- ACCEPTABLE. 2. SILT FENCE SHALL BE INSTALLED SO WATER CANNOT BYPASS THE FENCE AROUND THE ENDS. 16. THESE PLANS ARE BASED ON INFORMATION AVAILABLE TO OUR OFFICE AT THE TIME OF PLAN PREPARATION. L_ N _J`�..J_ \ II GRATE _ CONTRACTOR SHALL FIELD-VERIFY EXISTING CONDITIONS AND NOTIFY OUR OFFICE IF ACTUAL SITE CONDITIONS DIFFER�-- L � \ • \ II _ � I 3. SILT FENCE SHALL REMAIN IN PLACE FOR THE DURATION OF THE PROJECT UNLESS OTHERWISE DIRECTED BY THE 12 0 ' \ \ II " I 0 I 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. SOUth01d Town O } 11 PROPOSED CONSTRUCTION I EXCAVATED DURING INITIAL OVERLOT GRADING Planning Board L_ -! MINIMUM DEPTH 1 FOOT. 4. DO NOT PLACE MATERIAL AGAINST SILT FENCE. 9 O { 1 'h I I DROP INLET AFTER THE STORM DRAIN TRUNK IS r 17, EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED BY THE CONTRACTOR. x \ I ! GATE AND ENTRANCE MAXIMUM DEPTH 2 FEET. 5. INSPECT SILT FENCE IMMEDIATELY AFTER PLACING ANY MATERIAL NEARBY. U I'\ I PROTECTION INSTALLED 3 � . . . . . . ''.@•. .�.'.•.' .'� CONTAIN 900 CIF PER TRIBUTARY ACRE. 6. REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY. O • . . 18. REFER TO GRADING AND LANDSCAPING PLANS FOR ADDITIONAL INFORMATION. C - �/ .�• 4 MAX SLOPE OF 1%OF SURROUNDING AREA. } j �.• •.• . • •� 00 FABRIC DROP DURING FINAL ELEVATION GRADING 1.5'h4AX UN-REINFORCED HEIGHT OF FABRIC. 0 ••• •••• •• • • • •• • II INLET PHASES AFTER THE STORM DRAIN UPSTREAM/AREA OF DOWNSTREAM/EXISTING 19. CONTRACTOR SHALL CLEAN ALL ON-SITE EXISTING&PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPE .• . - Y- "\ B '' S. MAINTAIN OVERFLOW TO DROP INTO THE i '•• 'E•••,•�••', ,•. PROTECTION SYSTEM IS COMPLETED DISTURBANCE UNDISTURBED GROUND AT END OF PROJECT AS WELL AS ANY OFF-SITE DRAINAGE STRUCTURES THAT MAY HAVE RECEIVED RUNOFF FROM THE o e •. ...%. '. . .;.... ... .... S.�'.'. ... ... ',...-.•.'.','.'.'.'.•.•.'.'.'.'.'.'.',','.'.',','.'.'.',','.'.'.'.'. ---- -- 1 50' DROP INLET. SITE. .;. .. . .......:.:.;.:.;.:.:.. .,.. •1'.:•- '_ v I h1!NIMUM STONE BARRIER HEIGHT QF 1'. WOOD OR METAL FENCE POSTS SPACED } .. ..... .. ........ .. . .'�'' �® c� STONE&BLOCK DURING THE INITIAL AND INTERPJ":EDIATE MAXIMUM STONE BARFiER HEIGHT OF 2'. 8'-O"O.C.MAXIMUM (METAL FENCE 20. CONTRACTOR SHALL PROVIDE TEMPORARY INLET PROTECTION BEYOND THE LIMITS OF DISTURBED AREA AS.' �. ... . '�L . '. . .... . ... APPROVED FILTER FABRIC MEETING """" ' NECESSARY TO PREVENT` •• I.. .... .... ......' '...... ..... .. .. .. .. .. .... .' ,,..r�.. . . .... .... . ors III DROP INLET OVERLOT GRADING OF A DO NOT USE MORTAR. POSTS OR APPROVED EQUAL TO BE T SILT AND DEBRIS FROM CONSTRUCTION ACTIVITIES GETTING INTO ANY DRAINAGE SYSTEM e L�......... .. .. ..r , r-`�.'.'%`.-. .. . . .. : .'.'.' ' dl -� dl '�.� _ dl I N.Y.S.SPECIFICATIONS(3'-0"WIDE) �.••.•.•.•%-.-..•.•••.•.•.•'•.•.•.•. ® PROTECTION CONSTRUCTION SITE LIMIT HEIGHT TO PREVENT PONDING OR INSTALLED IN ASPHALT PAVEMENT) FOR WHICH THE PROJECT IMPACTS. • .� • .,. 0 0 0 I BYPASS FLOW. FLOW APPROXIMATE LOCATION OF 0 z ROTATE POSTS TOGETHER 21. CONTRACTOR SHALL LOCATE CONCRETE WASHOUT AREA, STOCKPILE AREA, AND CONSTRUCTION WASTE MATERIAL ' { ,� MATERIAL STOCKPILE I USED AFTER PAVEMENT USE WITH UPSTREAM BUFFER STRIPS AND `� BEFORE INSTALLATION STORAGE AREAS SO AS TO MINIMIZE EXPOSURE TO STORMWATER. CONSTRUCTION WASTE SHALL BE IMMEDIATELY . - ` �} . .. .., ..... .. *• :''� = ! 0 PAVED SURFACE C WITH TEMPORARY SURFACE STABILIZATION. o • CONSTRUCTION HAS BEEN DONE WHILE COMPACTED SOIL N / PLACED IN ON STORAGE CONTAINERS UNTIL READY FOR OFF-SITE DISPOSAL.CONTRACTOR SHALL MAINTAIN SPILL : ;,; ,.a : .,. APPROXIMATE LOCATION OF IV INLET PLACE AT INLET PERIM"_TER OR BEYOND. \ PREVENTION&RESPONSE EQUIPMENT AND MAKE AVAILABLE ON-SITE FOR USE BY CONTRACTOR'S EMPLOYEES TRAINED FINAL GRADING AND SOIL � SECOND } •'..:~ ,`•,` `,` CONSTRUCTION TRAILER AND '� PROTECTION INTEGRATE TRAFFIC SAFE)Y. IN THE APPLICATION OF SPILL PREVENTION&RESPONSE PROCEDURES. 1. •�•�•�• •�•�•V•�•�•�+ T SANITARY �' STABILIZATION IS OCCURRING SILT FENCE DO NOT CAUSE FLOODING OR BYPASS FLOW. ` . 9.11, 22" 9.11, TEMPORARY A S zo / j �' (SEE NOTE 27) 0 FABRIC WILL EQUAL OR EXCEED THE J� 22. CONTRACTOR SHALL IDENTIFY LOCATION OF WASTE CONTAINERS,FUEL STORAGE TANKS,CONCRETE WASHOUT AREAS 2 07t19/24 AM ISSUED TD TOWN .'.`- - 19.52 19 94, 57.81 NrEXT � AND ANY OTHER LOCATIONS WHERE HAZARDOUS MATERIALS ARE STORED ON THE PLAN i %, ;;, ( ,: N INSTALLED AND ANCHORED IN PERFORMANCE STANDARD FOR THE SILT v I MA UFACTURED 6 `-• APPROXIMATE LOCATION OF ACCORDANCE WITH THE FENCE FABRIC. THE INSERTS WILL BE DIG 6"WIDE AND 6"DEEP FIRST SILT 1 05/14/24 DID REV PER CLIENT COMMENTS 1, V INSERT INLET o o I 23. DEWATERING(IF REQUIRED)SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL&STATE REGULATIONS,AND IT IS THE• ,� PROPOSED SINGLE•STORY PARISH %; CONCRETE WASHOUT AREA MANUFACTURERS RECOMMENDATIONS INSTALLED TO PRESERVE_A N41NIMUM OF 50/o TRENCH,BURY BOTTOM - FENCE I -i Z;,,...I' 0 PROTECTION RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY NECESSARY ASSOCIATED DISCHARGE PERMITS. NO. DATE BY DESCRIPTION r ,.r. ;; CENTER WITH PARTIAL CELLAR AND DESIGN DETAILS OF THE OPEN UNOBSTRUCTED DESIGN FLOW �` - - , 0 1'-0"OF FILTER FABRIC, If III ':;, � ` ` r: CELLAR:2,020 SF 4 +' 0 APPROXIMATE LOCATION 0 AREA OF THE STORM DRAN INLET OPENING. TAMP IN PLACE POST(TYP.) STAPLE(TYP • y 2�. } THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSED FOR THIS SITE: W a REVISIONS . . FIRST FLOOR:8,508 SF w•*•*• OF CONSTRUCTION } . . . . :';r, '°.:. :a:;'N . . .`.`.`.`. .`.`.` �0 DUMPSTER INLET PROTECTION NOTES: , ADED THAT F `,"� SECTION JOINING FENCE SECTIONS STABILIZED CONSTRUCTION ENTRANCE/EXIT-A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT SHALL BE . COVERED ENTRY.273$F DRIVEWAY ON FLANDERS ROAD;THIS AREA SHALL BE GRADED SOT RUNOFF WATER WILL BE } . ;;: o, 1. CONTRACTOR MAY USE THE TYPE SUITABLE FOR THE SITUATION AND THEIR MEANS AND METHODS UNLESS RETAINED ON S TE D ` E ISE ON PLAN CONTRACTOR MUST SUBMIT SPECIFICATION OF ANY TYPE V-0 ENGINEER CE(FILTER 9i.2T F.F.I 25.00 . . . .``.. • - METAL FENCE POST 40.23' ` ` ` `V' APPROXIMATE LOCATION OF D R L NOTED OTHERW 8'O.C. SILT FEN b INLET PROTECTION-IMMEDIATELY INSTALL FOR EACH INLET AS DRAINAGE STRUCTURES ARE INSTALLED. . , T ` `...�...��,- ,- - - • . , - •'- -_. -` __- - - PROPOSED SILT FENCE ALONG •• ( ) FABRIC c. DUST CONTROL-STOCKPILES OF SOIL SHOULD BE LIMITED TO 15'MAX!MUM HEIGHT AND REMOVED OR UTILIZED . . `.`•+ ACRE _ BEFORE USE TYP. .E G AREA R A STORM DRAIN INLET WITH INLET PROTECTION SHALL NOT EXCEED f� - - . - - - - - - - - -`�`.`.`.`-`-`•`-`�` ` ` ` `- .`-`• - CONSTRUCTION FENCE(SHOWN - -`-` C? 1 FOR SITE CONSTRUCTION AS SOON AS PRACTICABLE. SHOULD EXCESSIVE DUST BE GENERATED, THE 7 \ . . . . . . . . . . EDRATN RAIN I- - . . . . - . - - . - - . - -`- OFFSET FOR CIARITY CONTRACTOR SHALL APPLY WATER TQ BARES IL % .; - - - ,', ,',' 2 THE DRAINAGE E 0 S 0 3 IMM ELY INSTALL INLET PROTECTION WHEN A STORM D NLET IS CONSTRUCTED x...-... 0 G - . C y �� ) _ CE5 TO MINIMIZE BLOWING DUST. „ , ti // \ - - iO 4. EROSION CONTROLITEMPORARY STABILIZATION MEASURES MUST BE IMPLEMENTED ON THE DISTURBED • . . . . . 0 SURFA 0 Q .f• .•. - . , . . - L(,'(�. DRAINAGE AREA TRIBUTARY TO THE INLET. ` ,--`.` ` ` ` ` ` a 1, 25. THE RIGHT-OF-WAY IS NOT TO BE USED FOR STORAGE OR STAGING OF EQUIPMENT OR MATERIALS DURING 3 ` ` - - - -•-`•`-`-`-`` 00 5. TYPE IV INLET PROTECTION PRACTICES INCLUDE COMPOST FILTER SOCKS,GEO-TUBES FILLED WITH BALLAST, tj V ` ` _` ` ` ` ` ` ® ER PPR VED E UAL M RED SURFA CONSTRUCTION. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING THE RIGHT-QF-WAY DURING • ` `.`•`.`.`�*.�.`.`.`.`.`.`.`.`.`.`-`-`.`-` `-`. - NOT) to DIRECTION OF 1 1 CONSTRUCTION AND SHOULD INSTALL FENCING ALONG THE PROPERTY'S FRONTAGE TO LIMIT ACCESS FOR __ - "I 1 AND OTH A 0 Q ANUFACTU CE BARRIERS �. . RD. 6. TYPE V INLET PROTECTION PRACTICES INCLUDE DANDY SACK,FLEXSTORM CATCH-IT,ULTRATECH ULTRA-DRAIN d ` `.`-`. . . .`.`.`.`.`.`.`.`.`.`.`. .`. .`. 0 SURFACE RUNOFF AN CONSTRUCTION VEHICLES TO DEFINED POINTS OF INGRESS/EGRESS. �, J 'y �t .( . 0 GUARD,AND OTHER APPROVED EQUAL MANUFACTURED INLET INSERT. PLAN „tea, 6 ,, 1 el O 0 0 `� -`-• - - - - 0 Z c`''� 26. IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS PERMANENTLY OR TEMPORARILY(EXISTING DISTURBED AREA WILL th'_ R o INLET PROTECTION STANDARD SILT FENCE NOTES: 664 BLUE POINT ROAD, UNIT '�` 1. THE SLOPE OF THE LAND FOR AT LEAST 30 FEET ADJACENT AND UPSTREAM TO STANDARD SILT FENCE SHALL NOT BE DISTURBED AGAIN WITHIN 14 CALENDAR DAYS OF THE PREVIOUS SOIL DISTURBANCE)CEASED,THE APPLICATION z' a Q 0 0 +�� _ 0 `0 �7 o N.T.S. o OF SOIL STABILIZATION MEASURES MUST BE INITIATED BY THE END OF THE NEXT BUSINESS DAY AND COMPLETED H®LTSVILLE, NEW Y RK 11742 r ^- NOT EXCEED 5/a. WITHIN FOURTEEN(14)DAYS FROM THE DATE THE CURRENT SOIL DISTURBANCE ACTIVITY CEASED. f 0 00 0 0 0 2. WHEN TWO SECTIONS OF FILTER FABRIC ADJOIN EACH OTHER THE END POSTS SHALL BE ROLLED TOGETHER A [6:31] 9 61- 5 6 0 0 0 0 i MINIMUM OF3TIMES. www.KeyCivilEngineering.com S. 1 11. STANDARD SILT FENCE 0 0 0 0 Q PROPOSEDTREE i N.T.S. PROJECT NAME 0 Q a 0 PROTECTION FENCE � 11 AREA DATA 0 (TYP.) /& t ' EROSION CONTROL COVER I... ��%��/�%ij�i��%\�11>1 11\1 0 0 0 fl Q� • R.D. ��\/� I �� i�i �I ��i�i�I 1 PROPERTY AREA................................ 242,298.52SF(5.56Acres) ROMAN CATHOLIC CHURCH OF THE SACRED -j 0 0 STOCKPILE PERIMETER ivij ,r/I 1(N•AX) TOTAL DISTURBED AREA... .. ....... 42,308 SF 097Acres) HEART PROPOSED PARISH CENTER N H o m ® 0 SEDIMENT CONTROL i� ¢ �,;/g 10'-0"MIN. 14300 MAIN ROAD z-I H N��. Q 0 I I = STOCKPILED �ij EXISTING IMPERVIOUS AREA 6,812.79 SF 0 16 Acres) MATTITUCK, NY 11952 LIJ (SILT FENCE SHOWN) ��, - v�;, (TYP.) U m I ?S'S�� Q 0 Q 0 /�/, �, MATERIAL �� . els Q ��\�/ - _ PERVIOUS AREA 35,495.21 SF(0.81 Acres} --I w L�iOf U ( 0 0 j� �r��, TREE PROTECTION ZONE/DRIPLINE TOWN OF SOUTHOLD COUNTY OF SUFFOLK �X N © 0 0 0 0 0 0 SANDBAGS ��ij�\i� ; PROPOSED IMPERVIOUS AREA 19,520.70 SF 0.45 Acres �t;.i 0 y 1.� " ( ) DIST.: 1000, SECT.: 114, BLOCK: 11, LOT: 1 n a 1S® 0 0 0 0 � PERVIOUS AREA 22,787.30 SF(0.52 Acres) 8,30, Q 0 DRAWING TITLE I now 9 asr for Y I ®.., 1 n 1 eri I STOCKPILE NOTES: 4'TALL FLUORESCENT ORANGE SOIL EROSION DA i Nausier & now •• oft qb � . �"� � ) An 1. STOCKPILE MANAGEMENT INCLUDES MEASURES TO MINIMIZE EROSION AND SEDIMENT TRANSPORT FROM SOILS OR HIGH-DENSITY CONSTRUCTION 1-Iausier Or for, I �$9�5g�SC»'l,/ `0 Q 0 OTHER ERODIBLE MATERIALS STORED AT THE CONSTRUCTION SITE. SPECIAL ATTENTION SHOULD BE GIVEN TO FENCE OR APPROVED EQUAL AREA WITHIN TREE PROTECTION N N Karen y STOCKPILES IN CLOSE PROXIMITY TO NATURAL OR MANMADE STORM SYSTEMS. PROTECTION OF STOCKPILES IS A E U C0 Malcomson 1 275.45' "" . d YEAR-ROUND REQUIREMENT. ZONE TO REMAIN UNDISTURBED E®I T CONTROL LA 6'LONG WOOD OR STEEL DURING CONSTRUCTION 0(00 US AX LOj 27 "'__ `0 2. THIS DETAIL DOES NOT APPLY TO CONTAMINATED MATERIALS WHICH REQUIRE ADDITIONAL MEASURES. FENCE POSTS. POSTS SHALL c E: AWAY now ar former I i_ 3 SOYSTEM COMPONENTS ASRP SSI:BLEOSOOASENOT T/OTOBSNRUCTANIAOTURALADRAINA E ORdCAUSEDOFFSTE BE SPACED HORIZONTALLYB'LRAINAGE R E11 o -c ZON ENCE Job 1 ;>: .: �; -.,.; :.. .; O O p E:R~4O j n A. Bq Y now Or fOr ENVIRONMENTAL DAMAGE. ON CENTER MAXIMUM. „- ,y,,- ; ray- .sue •,,;zxr DA fE: 05/03/2024 3 UBL►C WAT I use: LOT• z glivi I Dann rnerly ,:: '{ f y O p v I ER I E. RESID 8 Costan 4. WEEDS SHOULD NOT BE ALLOWED TO GROW ON STOCKPILES. ,.11�11 r.,< y��.y 4• SCALE: 1" -40' c -� U ZO ENTIAL Linda ZO & 5. WHEN THE STOCKPILE IS NO LONGER NEEDED,PROPERLY DISPOSE OF EXCESS MATERIALS AND RE-VEGETATE OR AREA OF SITE '; ;5; y' AREA OF SITE 1 FUBLIC R 4o USE: RE jAX LOT; 2 jA OStanZO OTHERWISE STABILIZE THE GROUND SURFACE WHERE THE STOCKPILE WAS LOCATED. - %';-<:"- "- 1' `ws; "-; WA I SIDE 9 X LOT• CONSTRUCTION „. - .;-: CONSTRUCTION TER NTIAL USE; ,50 6. FOR STOCKPILES MAINTAINED FOR MORE THAN ONE DAY, A SEDIMENT CONTROL SYSTEM, CONSISTING OF SILT PROJECT NUMBER: 23200 1 PUBLIC ZONE;R_ ZO RESIDE AL FENCING OR COIR LOG,SHALL BE INSTALLED AND MAINTAINED ON DOWNHILL SIDES TO C04TAIN MATERIAL. 2' WATER 4D NE• NTI P(IBL1C R-40 I 6.1. FOR TEMPORARY STOCKPILES ON THE INTERIOR PORTION OF A CONSTRUCTION SITE WHERE OTHER DRAWING BY: AM WA�^ DOWN-GRADIENT CONTROLS,INCLUDING PERIMETER CONTROL,ARE IN PLACE,STOCKPILE PERIMETER CONTROLS MAY NOT BE REQUIRED. TREE PROTECTION FENCE NOTES: CHECKED BY: MP 6.2. PROTECT ALL STOCKPILES FROM STORMWATER RUN-ON. 1. TREE PROTECTION FENCE SHALL BE INSTALLED TO FOLLOW TREE CANOPY DRIP LINE OR PROPOSED LIMITS OF 6.3. FOR STOCKPILES IN ACTIVE USE,PROVIDE A STABILIZED DESIGNATED ACCESS PO!NTON 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 6A. SEDIMENTS SHALL BE REMOVED WHEN SEDIMENT ACCUMULATION REACHES ONE-TH'RD(1/3)OF THE BARRIER COMPACTION OF TREE ROOTS. SEAL& S ALTERATION OR ADDITION TO THIS HEIGHT. DOCUMENT EXCEPT BY A LICENSED 6.5. INSPECT STOCKPILE SEDIMENT CONTROL SYSTEM IMMEDIATELY AFTER MODIFYING STOCKPILE. OF NEW PROFESSIONAL ENGINEER IS A TREE PROTECTION FENCE �� VIOLATION OF SECTION 7209, GRAPHIC SCALE 6.6. REPAIR AND/OR REPLACE PERIMETER CONTROLS AND COVERS AS NEEDED,OR AS DRECTED BY THE ��Q , O Pllp T 0 SUB-DIVISION 2,OF THE NEWYORK ENGINEER,TO KEEP THEM FUNCTIONING PROPERLY. N.T.S. T STATE EDUCATION LAW 1 0 20 40 ao 11 7. THE TOE OF STOCKPILES SHALL NOT BE AGAINST SITE PERIMETER SEDIMENT CONTROL. * Cr. \�`I 9 * 8. FOR STOCKPILES INACTIVE FOR MORE THAN 14 DAYS, STABILIZE THE STOCKPILE TO PREVENT SEDIMENT DRAWING No: TRANSPORT USING AN EROSION CONTROL SYSTEM,CONSISTING OF TEMPORARY SEEDING AND MULCHING,PLASTIC r /GEOTEXTILE COVERING,SOIL BINDERS,OR EROSION CONTROL BLANKETS. USE OF MULCH OR SOIL BINDERS ONLY n ` 1! � W ( IN FEET ) IS ACCEPTABLE IF THE STOCKPILE WILL BE IN PLACE FOR NO MORE THAN 60 DAYS. '� n N- V � -11 LE & �I > . 9. IMPLEMENT DUST CONTROL PRACTICES AS APPROPRIATE ON ALL STOCKPILED MATERIAL. _. S) (7 1 inch = 40 ft. �.`:: ,� MATERIAL STOCKPILE -,.`;. Y': oA os,�5a �'�? j:� _�/ N C-$ N.T.S. C.s „ %pESStO ;; yri+- ��-__ Know what's below. Call before you dig. 7vzv-c- _0,4�_ 1-800-272-4480 ARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 8 OF Q Y:1Key CivilTrolects\2023123200--JMN Architecture---14300 Main Road_MattducktDrawingsI,Key Civi1123200_2024 07.19..SPP2_SPDES--RPZ.dwg '£°_ 4"THICK CONC.WALK 4000 PSI AT 28 DAY ti. ' >.• *fit+: 4"CONC.SIDEWALK WITH 6X6X6/6 W.W.F. EXPANSION JOINT FILLER WHEN PITCH @114"/FT OR AOBE CONCRETE IS ADJACENT TO // r _ "'°/ ' RETAINING WALLS,CURBWALL,OR BUILDING WALLS. (SEE EXPANSION JOINT DETAIL) k' 75 ° � /\\/\\/\ COMPACTED SUBGRADE(95/o MIN i� \�\/\\/��\/\ / 6"MIN COMPACTED 3!4" Pbhd COMPACTION),MIN.6"OF SELECT GRANULAR \'� CLEAN WASHED STONE OR FILL OR ACCEPTABLE EXISTING MATERIAL, APPROVED EQUAL AOBE. 1/4"RADIUS Ma - uck $ftIy ' 7"MIN 4"CONC.SIDEWALK WITH 6X6X6/6 W.W.F. o H ,�#1;aV 1/8"PITC UMAX CONCRETE CUI� 1/2"RADIUS PIT TOWARDS TYP. v1S l .. CH 2/0(MAX.) ✓;, ,, ROADWAYRIES TO MATCH EXISTING a (TYP.) �— C WETLANDS ) �11 . . S. BOUNDARY 1: TOP OF ASPHALT '' / / / / / / / / / / / / /TACK COAT 2"THICK ASPHALTIC CONCRETE SURFACE PAVEMENT ��\��1��\��\�` �� SECTION B-B ' PAVEMENT TO REMAIN ( ) d . COURSE NYSDOT TYPE 7 OR 7F TOP GRADE 4 SECTION A-A 6"MIN NYSDOT TYPE 2 t ) EXISTING ASPHAL a COMPACTED STONE 1/2' CAULKING ¢ (rs V d v d OR APPROVED EQUAL 1f4" d A B BUILDING A f.^•<. ' 8"THICK CRUSHED STONE/BASE � d• •Q NOTE � " '' • r � "•• COURSE NYSDOT TYPE 2f ( ) w THE END OF CURB NOT ABUTTING EXISTING CURB SHALL BE RAMPED DOWN •�.�• �: ,. - :.. ::'' w ;,• j ':.• • .: V :•,� PREh,10ULDELD EXPANSION .,, ., d . w 114" 1/2"x 4" Map data©21�24 Terms•; Report a map error a TO ZERO HEIGHT REVEAL IN THE LAST 10' 4 CONCRETE, ;(? 14 a VARIES PITCH 2%(MAX.) JOINT / l, „tip ==1�_I: _�.. !�' !` AT LOCATIONS FACING TRAFFIC. 4 SEE PLAN. SIDEWALK a• ::......: ... 4 I %•• .;;•. -;. , EXPANSION JOINT DETAIL VICINITY MAP :.......:(:........E COMPACTED 2 0 ` O I� I a t I 95%STANDARD PROCTOR (:.......:I I STABILIZED SOIL SUBBASE (:........: :........: .........: ......... { 1/4"EXPANSION JOIN 1 4 I " !2" XPANSION JOINT EVERY 15' r. :.z•:: B DETAIL I i _€. _; ...._,.:.....mil: I:......I:L.... i. ... CONCRETE CUR D N. B CONTROL JOINT ..;?:..,.� r;.c .,.t...,.,� ..,. PROJECT DATA ( - ON-SITE CONCRETE CURB TAPER DETAIL (SKIP WHEREVER (SEE DETAIL) (NYSDOT ITEM 609.04010510,TYPE VF-150) N.T.S. EXPANSION JOINT -SEE APPLICANTIOWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART STANDARD DUTY PAVEMENT SECTION N.T.S. DETAIL) 1/2"RADIUS TOOLED 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 SITE AREA.................................. 242,298.52 SF(5.5624 Acres) (FOR USE ON-SITE) 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 1/4"x 1/2"LG.PIN HD.BOLTS TOTAL...................................................10,528 SF COLOR RESERVED WITH NUTS&LOCK WASHERS LEGEND&BORDER GREEN(NON-REFLECTORIZED) 1/4"x 1/2"LG.PIN HD.BOLTS BACKGROUND WHITE(NON-REFLECTORIZED) PARKING RECEIVED PJI.U.T.C.ID "NO PARKING SYMBOL WHITE(NON-REFLECTORIZED) WITH NUTS&LOCK WASHERS BACKGROUND BLUE(NON•REFLECTORIZED) PARKING' SI ESERVED ANYTIME"SIGN PARKING'SIGN OLLARD MOUNTED-'NO PARKING P (M.U.T.C.D.R7.8) BOLLARD MOUNTED-'RESERVE ANYTIME'SIGN(M.U.T.C.D.#R7-1,NO (R7-8) PROPOSED CONCRETE LANDING MAX.)MEET IIi AUG Q 1 2�24 PARKING'&'VAN ACCESSIBLE' ARROW) PAVEMENT FLUSH SLOPE 1.AN(2%M IN L�__.____ SIGNS(M.U.T.C.D.#R7-8&R7-8A) 4"WIDE PAINTED A E NOTES ANY DIRECTION Southold Town (TYP.OF 2) STRIPE(BLUE) 1. ACCESSIBLE PARKING SIGN SHALL o U.T.C.D.'VAN Planning Board PROPOSED ACCESSIBLE CONCRETE RAMP o 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 ° REGULATIONS.SEE SITE PLAN-/ �t J� ° 2. VAN ACCESSIBLE SIGN SHALL CONFORM SLOPE PER ADA STANDARDS(TYP.) FOR ADDITIONAL o WITH CURRENT FEDERAL,STATE,AND ACCESSIBLE �4"WIIDE PAINTED z ° LOCAL CODES AND REGULATIONS. °INFORMATION o GALVANIZED U CHANNEL POST 3. SIGN MOUNTING HEIGHT SHALL BE 60 TO PROPOSED SIDEWALK 1.5/0 �.. 5 STRIPE(WHITE) 0 0 0 0 0 INSTALLED IN 6"DIAMETER 84 INCHES MEASURED FROM GROUND o CROSS SLOPE(2/o MAX.) Q �. 0 24"MIN (D CONCRETE SONOTUBE. T MIN. q� > 30. EMBEDMENT DEPTH GALVANIZED U CHANNEL LUSH CURB N 24+ w SURFACE OF PARKING STALLS. 0 0 "�_ 6 co PAINTED ACCESSIBLE 00 SYMBOL(TYP) ¢ > POST INSTALLED IN 6" Q 0 DIAMETER CONCRETE t co o EMBEco ODMENT DEPTH 0 �- 8'-0'—► ----8'-0"—��-8'-0"-*-��-9'-O", ° o ROPOSED CURB ° o o co NOTES NOTES: o �— 1. ON-SITE RAMPS MUST CONFORM TO SECTION 406 OF ICC/ANSI A114.1-2009. 1.CONTRACTOR TO APPLY 2 COATS OF PAINT ° 2. SEE SITE PLAN FOR DIMENSIONS. 2 07/19/24 AM ISSUED TO TOWN PAINTED ACCESSIBLE & STANDARD STRIPING AREA DETAIL O PARKING ANYTIME SIGN ACCESSIBLE PARKING SIGN 1 05/14/24 DID REV PER CLIENT COMMENTS (FOR USE ON-SITE) (M.U.T.C.D.#R7.1,NO ARROW)(NYR#7.4) (M.U.T.C.D.#R7-8&R7.8A) ON-SITE ACCESSIBLE RAMP DETAIL - TYPE I NO. DATE BY DESCRIPTION N.T.S. N.T.S. N.T.S. N.T.S. REVISIONS g!77 F.F. EA DUTY GRAY IRON(CL35)DRAINAGE STRUCTURE SETS BY EJ ROUND COVER SET MODEL No.:V1600-3 RG REV/CPH2 CV UND ROUND GRATE SET MODEL No.:V3600-3 RG REV/CPH2 CV UND CONCRETE CHIMNEY OR OR APPROVED EQUALS Gil h I GG BRICK ADJUSThAENT FINISHED GRADE Q 664 ELLIEINT ROAD, UNIT B HOLTEVILLE, NEW YORFC 1174E � 10"CONCRETE TOP TO AST IN PLACE WINDOWS (6 31) E 61-O B O S 24" o SUPPORT H-20 VEHICULAR AS REQUIRED. 12-0 ADS N-12PIP LOADING,4000 PSI AT 28 DAYS www.KeyC!vilEngineering.com 2A+O.D. ---- A O.D. A PROJECT NAME ° ? COLORED PLASTIC ROMAN CATHOLIC CHURCH OF THE SACRED ® ® ® ® ® ® RAINAGE RINGS SHALL BE WRAPPED N WARNING TAPE HEART PROPOSED PARISH CENTER ® ® ® ® ® w ® WITH GEOTEXTILE FILTER FABRIC r__�_, DESCRIBING BURIED 'ACTED SELECT s, UTILITY A MINIMUM BACKFILL( 5ro PROCTOR) 14300 MAIN ROAD BACKFILL UNDER,AROUND AN ® ® ® ® ® of ® OF 12"BELOW MATTITUCK, NY 11952 TOP OF DRYWELL WITH CLEAN ® ® ® ® 0I ® 8" 5'.0' 8 FINISHED GRADE O.D./2 MIN TOWN OF GRANULAR GRAVEL AND SANG ®><® ® ® ® wl ® UTHOLD, COUNTY OF SUFFOLK ®o® ® ® ® ?I ® Q DIST.: 1000, SECT.: 114, BLOCK: 11, LOT: 1 ®v® ® ® ® 1 ® CERTIFIED R.C.A.TO BE USED WHEN B w \ PLAN PIPE IS INSTALLED BETWEEN 6"&13' 93 ® ® ® ® ¢ w1 ® NOTES BELOW EXISTING SURFACE NDISTURBEDSUBGRADE DRAWING TITLE ® ® ® ® ® > ¢1 ® ' 1. MANHOLE TO BE IN ACCORDANCE WITH ASTM C-478 ELEVATION.WHEN PIPE N INSTALLED z \ � 13 FEET BELOW EXISTING SURFACE 2. CONCRETE 4000 PSI @ 28 DAYS. ' �� ® ® ® ® ® �1 ® \ \� o= 3. REINFORCEMENT AS REQUIRED FOR H-20 LOADING ELEVATION,STONE IS NOT REQUIRED. DETAIL ET Ow Im = ® ® ® 01 ® ] _,,--HEAVY DUTY GRAY IRON(CL35) IF ROCK OR UNSTABLE MATERIAL � ® ® ® ® ® �I ® \ �� w DRAINAGE STRUCTURE SET BY CAMBELL IS ENCOUNTERED EXCAVATE TO 0 LL FOUNDARY COMPANY CURB INLET SET OBTAIN A STABLE BOTTOM LU j� ® ® ® ® ® ck ® \ MODEL No.:2617 OR APPROVED EQUAL MINIMUM DIMENSIONS FOR PIPE BEDDING w ® ® I»I � 12 k� PIPE DIAMETER A B DATE: 05iO3/2024 ® ® u� ® ® T-0"MIN (INCHES) (INCHES) (INCHES) ® �.' ® ® ® ROUT AROUND UPT018 12 6 SCALE: N.T.S. ® ® ® ® ® ENTIRE PIPE w PROJECT NUMBER: 23200 a j WARNING TAPE NOTES GROUNDWATER �' z > I DRAWING BY: AM 1. WARNING TAPE ABOVE ALL STORMWATER PIPING SHALL BE BLUE AND z ' AST IN PLACE PIPE STATE"STORMWATER PIPE"OR APPROVED EQUAL. CHECKED BY: MP .: WINDOWS AS REQUIRED 2. WARNING TAPE ABOVE ALL SANITARY SEWER PIPING SHALL BE GREEN 6'-0"MIN.PENETRATION INTO A VIRGI 000 P.S.I.CONCRETE AND STATE"SANITARY SEWER PIPE"OR APPROVED EQUAL." APPROVED BY: MP STRATA OF SAND AND GRAVEL.REFER 50 TO SOIL BORING ON SHEET C-4 FOR 18"SQUARE C DETAILS ON APPROXIMATE DEPTHS OF ON-SITE DR ELL DETAIL �� f"CLEAN WASHED SEAL ALTERATION EXCEPT SE 3'-10" DOCUMENT EXCEPT BY A LICENSED EXCAVATION REQUIRED. AGGREGATE(SIZENO.57 STORMWATER 1 SANITARY PIPE INSTALLATION DETAIL OF NEW y PROFESSIONAL ENGINEERISA (FOR USE ON-SITE) N.T.S. SECTION A-A AS PER ASTM C 33) < ( R PIL0 T O�� VIOLATION OF SECTION WY SUB-DIVISION 2,OF THE NEW YORK NOTE: A N.T.S. `r4* �l�L� T Q STATE EDUCATION LAW 1) DESIGN COMPRESSIVE STRENGTH=4,000 P.S.I.@ 28 DAYS AASHTO H-20 LOADING 4�-0" X 2�-6" PRECAST CONCRETE CATCH BASIN ��'� DRAWING No: 2) SEAL PIPE OPENINGS WITH NON-SHRINK GROUT (FOR USE ON-SITE) 3) PROPOSED STROMWATER PIPING TO BE 15"DIA.CORRUGATED HDPE UNLESS NOTED. r '+�? W LU N.T.S. m NO A. LE 0815500 M �OFESStOc' % CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER O 2�L OF RECORD FOR REVIEW PRIOR TO CONSTRUCTION FOR MARC PILOTTA, P.E. PAGE No: ANY DETAIL NOT PROVIDED IN THIS PLAN SET. NEW YORK STATE PROFESSIONAL ENGINEER 081558 9 OF 9 YAKey Civil\Protects\2023'23200,.JMN Architecture.-,14300 Main Road-_Mattduck\Drawings\Key Civik23200_2024 07.19_SPP2--SPDES--RPZ.dwg