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HomeMy WebLinkAboutApproved Site Plan _ i GENERAL SITE NOTES LEGEND BULK ZONING TABLE ,/ O `s` TE - - EXISTING ITEM PROPOSED ZONING DISTRICT:RESIDENTIAL R-40 I/ �. ,J 1. UNSUITABLE MATERIAL, CONSTRUCTION DEBRIS, EXCESS SOILS, ETC. SHALL BE PROPERLY REMOVED AND $ _ ®am PROPERTY LINE ITEM SECTION PERMITTEDIREQUIRED PROPOSED DISPOSED OF OFF-SITE IN ACCORDANCE WITH ALL APPLICABLE CODES,ORDINANCES,AND LAWS. �G• ,"^'�� e J/� THE FOLLOWING USES ARE PERMITTED AS A. .. BUILDING :;. 2. THE CONTRACTOR IS RESPONSIBLE TO TAKE EROSION CONTROL MEASURES NECESSARY IN ACCORDANCE *o , . . SPECIAL EXCEPTION BY THE BpARq OF WITH NYS STANDARDS AND SPECIFICATIONS FOR EROSION & SEDIMENT CONTROL TO <� PROPOSED PROPOSED SAWCUT AND LIMIT i A APPEALS,AS HEREINAFTERPROVIDED AND,;;: ?'. PREVENT SEDIMENT Fy r, �% DOOR ��~ MARKER(TYP.OF 2) OF ASPHALT AND CONCRETE eNrExT „;, s AND/OR LOOSE DEBRIS FROM WASHING ONTO ADJACENT ROADWAYS AND PROPERTIES. , ,•• s� � r SUBJECT TO SITE PLAN APPROVAL BY THE 9� �.. C� PAVEMENT REPLACEMENT R ,: .:.I;I PLANNING BOARD, .� .CONCRETE CURB 0 3 OR CE WITH ACI PROVISIONS ALL CURB NG S �s� . I HALL BE r�, - 7, 25'.: �� SAME AS§280.13B OF THE ON-SITE `a.. ,2. vy\10 o� CONCRETE §280.17(B) CON RETE UNLESS OTHERWISE NOTED. CONFORMANCE [� .::'• ..:. AGRICUtTURAL=CONSERVATION DISTRICT,:,' Zg0 r - _.---_� n PAVEMENT EXCEPT THAT A CHILDREN`S RECREATION .zTlCiOQ PROPOSED SAWCUT AND LIMIT ® i "` 4. RELOCATION AND/OR REMOVAL OF EXISTING UTILITY POLES,TRAFFIC SIGNS,ETC.,SHALL BE COORDINATED BY >� �(�n:::::. t� "' ' '� ASPHALT PAVEMENT1 I CAMP,FARM LABpR CAMP AND iii. THE CONTRACTOR THE CONTRACTOR IS RESPONS BLE FOR FIELD VERIFYING THEIR PRESCNCE OF ASPHALT AND CONCRETE , ✓ ODE •V t :: HYDRO SEED . L USE:PARISH CENTER(V) %" :166� m VETERINARIANS OFFICE AND ANIMAL HOSPITA PAVEMENT REPLACEMENT _ L� a 6$S. ARE NOT PERMITTED AND BED•AND-BREAKFAST .. :. �� ors 1 LANDSCAPE AREA ` • - 5. WORK WITHIN THE R. 1N. F *Fe` I Q® USES DO NOT REQUIRE SITE IyL AN APPROVAL. CE WITH �„ , �y i� ..` �"' ALL APPLICABLE REQUIREMENTS OF THE NEW YORK STATE AND TOWN OF SOUTHOLD REGULATIONS. .. R1T i SOD LANDSCAPE (A 0 0 MAIN ROAD AND REEVE AVENUE SHALL BE PERFORMED IN ACCORDAN ors LDING GREATER r WHRE LIN �'L AREA THE FOLLOWING USES ARE PERMITTED)AS A ROIM ALL STREET M attitU Ck %�'THAN 50�EETD zfT314� 11 ` E.A. pm - • R ZO FENCE <;.I' SPECIAL EXCEPTION BY THE BOARD OF:, '. LINES AND GREATER THAN 20 FEET 6. ALL TRAFFIC CONTROL DEVICES, I.E. SIGNALS, SIGNS, AND PAVEMENT MARKINGS SHALL BE INSTALLED IN / N ): �6 wlZ�t $ PROPOSED PROPERTY mw DOUBLE YELLOW - 6' o '0g X FROM ALL LOT LINES. :� USES PERMITTED BY APPEALS AS HEREINAFTER PROVIDED AND CONFORMANCE WITH THE GUIDELINES OF THE NEW YORK STATE MANUAL OF UNIFORM TRAFFIC CONTROL 10� VB Cs DEDICATION(103.3 SF). I - WALL SPECIAL EXCEPTION SUBJECT TO SITE PLAN APPROVAL BY THE DEVICES AND AS DIRECTED BY NYSDOT AND TOWN OF SOUTHOLD, ALL PAVEMENT MARKINGS REQUIRED 'N' jHVARtES1 WETLANDS k PROPOSED SAWCUT AND LIMIT PROPOSED"STOP" REFER TO SHEET C-12 PLANNING BOARD:PROVIDED THAT NOT MORE (B)THE TOTALAREA COVERED BY SHALL BE THERMOPLASTIC NYSDOT SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLAN. �' IVJtD , OF ASPHALT AND CONCRETE SIGN(MUTCD#R1-1)WHO N 141•87 o PST. ) BOUNDARY ,+ E ® (NYSDOT SITE PLAN) b PARKING COUNT 9 THAN ONE USE SHALL BE ALLOWED FOR EACH,; ALL PRINCIPAL AND ACCESSORY .:. I; PAVEMENT REPLACEMENT .....• 73.1 1'00 N71'Z9 rJ0 CONC'WAS ow O 40.000 SQUARE FEET 4F LOT AREAL BUILDINGS DOES NOT EXCEED 20°I°: 7. CONTRACTOR SHALL SAWCUT TO THE FULL DEPTH OF EXISTING PAVEMENT WITH A STRAIGHT VERTICAL EDGE * """ . EXISTING DRIVEWAY TO BE-..-, 0 0 r, UTILITY POLE ,, I. (2)PLACES OF WORSHIP,INCLUDING PARISH FREE FROM IRREGULARITIES WHEREVER NEW PAVEMENT JOINS EXISTING PAVEMENT. CONTRACTOR SHALL , wV �a' o OF THE AREA OF THE LOT REPLACED WITH NYSDOT $ "" GRASS ^ HOUSES(BUT EXCLUDING A RECTORY OR . TOTAL BUILDING COVERAGE o DETERMINE EXACT LOCATION AND EXTENT OF THE REQUIRED SAWCUTTING IN ORDER TO PERFORM THE ¢ C.? � ,A. " ,; Q �', ^ e LIGHT POLE o°❑ §280-13(B) PARSONAGE,WHICH SHALL CONFORM TO THE 17+075$F 1242,298,52 5F=7.05!° WORKSCOPE DEPICTED ON THE PLANS. TWO FT MINIMUM FROM CURBS.PADS,WALKS,AND WALLS TO PERMIT �` � � ` :::. :: ENTRANCE 3 TYPE 3 DRIVEWAY •- �-- I PROPER COMPACTION OF THE REPLACED SURFACES. `ate !` E : .... . ... .: f :�... & ms SIGN �..: R EQUIREMENTSFOR A pNE-FAMILY DWELLING), o : SUBJECT TO THE FOLLOWING REQUIREMENTS' " �'" U GRASS °S (A)NO BUILDING pR PART THEREOF SHALL BE . 8. REMOVAL INCLUDES, BUT IS NOT LIMITED TO, CURBING, PAVEMENT, UNSUITABLE MATERIALS, AND ;";,; :£ N �` ; .- -^ ^ HEOGE Q11 BOLLARD ERECTED NEARER THAN 50 FEET TO ANY UNDERGROUND PIPING. QUESTIONABLE ITEMS ENCOUNTERED (ABOVE AND/OR BELOW GRADE) SHALL BEj ey� ... ( Ida data C5)2Cf24 Terms Re orta ma error EXISTING"ENTRANCE g 1. 391 0 A FIRE HYDRANT STREET LINE AND NEARER THAN 20 FEET TO " BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER OF RECORD IMMEDIATELY IN WRITING BEFORE p P p ONLY"SIGN TO BE CROSS ANY LOT LINE. ' 1. REMOVAL OR DISTURBANCE. �A RELOCATED STAKE ow WATER VALVE (B)THE TOTAL AREA COVERED BY ALL .. ..:;: VICINITY MAP PROPOSED HEATED PRINCIPAL AND ACCESSORY BUILDINGS SHALL 9. THE CONTRACTOR SHALL EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO N.T.S. '•• ENCLOSURE FOR WATER I .. ' �.._ 0 r, t INLET NOTEXCEED20%OFTHEAREAOFTHELOT• . EXISTING FOUNDATIONS AND OTHER STRUCTURES TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR 0 SERVICE METER AND TAKING THE APPROPRIATE MEASURES AS NECESSARY TO ENSURE THE STRUCTURAL STABILITY OF EXPOSED W_ /,.. BACKFLOW PREVENTER 10- CONC.WUK � I atD" ROOF DRAIN RD. MINIMUM LOT AREA §280 40,000 SF 242,298.52 SF(5.5624 ACRES) AND/OR BELOW GRADE FOUNDATIONS/WALLS!SIDEWALKS AND PAVEMENT TO REMAIN,AND SHALL PROVIDE A PROJECT DATA ui '•• ATTACHMENT 3 0 / / ` I M. 9 Q SANITARY MANHOLE SAFE WORK AREA. ANY DAMAGE OR DISTURBANCE DUE TO SUBJECT WORKSCOPE SHALL BE REPAIRED TO APPLICANT/OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART U) /•./ ars o 57.7' (s ® §280 LIKE-KIND CONDITIONS AT THE CONTRACTOR'S EXPENSE. ROMAN MAIN ROAD t CONC.WALK COVER MINIMUM LOT WIDTH 150 FT 391 FT P.O.BOX 926 • / � I I CONC.WALK _ DRAINAGE ATTACHMENT 3 10. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT PEDESTRIANS AND VEHICULAR TRAFFIC P.O.B O 926 NY 11935 C•• f I R S MANHOLE COVER 280 I a Q ( MINIMUM LOT DEPTH § 175 FT 391 FT DURING REMOVAL ACTIVITIES. ANY TRAFFIC CONTROL,ACCESS,AND SAFETY PROVISIONS WITHIN THE R.O.W. Q g oca CLEAN-OUT ocro ATTACHMENT 3 AND ACCESS ROUTES E.G.ACCESSIBLE RAMPS,PEDESTRIAN CROSSWALKS,SIDEWALKS,PAVEMENT STRIPING, TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 11,Lot 1 i. ••• 4 EXISTING z ' ETC.) SHALL BE THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL DETERMINE • GRASS ONE STORY o S 0 1 TELECOM MANHOLE MINIMUM FRONT YARD §280 50 FT 214.6 FT APPROPRIATENESS OF REMOVAL ACTIVITIES AND PROVIDE TEMPORARY MEASURES FOR THE PROTECTION AND SITE AREA.................................. 242,298.52 SF(5.5624 Acres) �j a M. CHURCH .D. ® @ � COVER ATTACHMENT 3 i7,••••.1 ` �� t4300 1 SAFETY OF THE PUBLIC UNTIL PERMANENT COMPONENTSIREPLACEMENTS CAN BE INSTALLED. CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE(RO) I a b 'OUR LADY OF GOOD � ° MINIMUM PRIMARY 280 '•• '•'. s Q TREE § 50 FT 338.8 FT CURRENT USE.,......................... CHURCH •• '' Ro. COUNSEL R.C. CHURCH' D LIMIT OF CLEARING FRONT YARD ATTACHMENT 3 11. IF SHORING AT A DEPTH GREATER THAN 5' IS REQUIRED TO ACCOMMODATE CONSTRUCTION ACTIVITIES, IT ` CoNC.WALK SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO RETAIN A LICENSED PROFESSIONAL ENGINEER TO DESIGN PROPOSED USE......................... PARISH CENTER G i GRASS AND GROUND _ --LCGD- MINIMUM SECONDARY §280 35 FT 214.6 FT THE REQUIRED SHEETING AND SHORING DETAILS. SHEETING SHALL BE IN CONFORMANCE WITH OSHA 1:* ­ •3 -- - y 13 i DISTURBANCE FRONT YARD ATTACHMENT 3 EXISTING FOOTPRINT............... 8,567 5� a REQUIREPv1ENTS. >_ > \\\1 • � ,za t ' MINIMUM SIDE YARD §280 15 FT NIA PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) m C) 1 V. .-..4 � I ' I ATTACHMENT 3 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION,SIZE,TYPE,AND DEPTH OF COVERED ENTRY:273 SF (V 1 P.D. 2 UTILITIES, PIPING, DRYWELLS, ETC. PRIOR TO THE START OF ANY WORK. THE CONTRACTOR MUST CONTACT ... ........2,020 SF • - MINIMUM SIDE YARDS 280 GROSS FLOOR AREA................ LOWER LEVEL........................ ... ••-� �Q a � `� 1 § 35 FT NIA THE APPROPRIATE LOCAL "ONE CALL" SYSTEM TO ENSURE THAT ALL UTILITIES ARE PROPERLY AND p J<9 • b w I Ex, 0 COMBINED ATTACHMENT 3 (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF Q COMPLETELY MARKED OUT IN THE FIELD PRIOR TO ANY WORK AT THE SITE.ANY DISCREPANCIES BETWEEN OR O '•• •• _n w ENT §280 THE FIELD LOCATIONS AND THE PLANS SHALL BE REPORTED TO THE ENGINEER IN WRITING IMMEDIATELY. THE TOTAL...................................................10,528 SF a z? i z ASPHALT PARKING ` ( o •3 '\ u MINIMUM REAR YARD 50 FT 55.6 FT ATTACHMENT 3 CONTRACTOR IS ADVISED THAT UTILITY INFORMATION SHOWN ON THE PLAN IS A COMPILATION OF FIELD O R.D. LOCATIONS,ABOVEGROUND STRUCTURES THAT WERE VISIBLE AND ACCESSIBLE IN THE FIELD,AND RECORD Llj N a I I,'••• y EXISTING BUILDING FOOTPRINTS: DRAWINGS AVAILABLE AT THE TIME OF THE SURVEY AND MUST BE CONFIRMED ACCORDINGLY. THE I�o � ff1,C1�7- � V . �.`.>+ c, I o _ . • a � - • ,• - CONC.WAK 5,700 SF+2,867 SF=8,567 SF CONTRACTOR SHALL COORDINATE UTILITY DISCONNECTION WITH THE APPLICABLE UTILITY COMPANIES PRIOR L1�rS��LJ v L� k PROPOSED BUILDING FOOTPRINT: TO REMOVAL ACTIVITIES. THE CONTRACTOR IS ALSO ADVISED THAT ALL SUCH FACILITIES DISTURBED DURING �� i• ',' I I PROPOSED SAWCUT AND 1 MAXIMUM LOT 280 8,508 SF(INCLUDING BUILDING CONSTRUCTION MUST BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. AUG 2 1 2025 PROPOSED 2' d 0 n 1 § 20% CANOPY) .'.'I , LIMIT OF ASPHALT W COVERAGE ATTACHMENT 3 LONG CONCRETE C + TOTAL BUILDING COVERAGE: SOUTHOLD TOWN L_ CURB TAPER I PAVEMENT REPLACEMENT B W R O 13. THE CONTRACTOR SHALL COMPLETELY FILL BELOW GRADE AREAS AND VOIDS RESULTING FROM THE REMOVAL A 8.567 SF+8,508 SF=17,075 SF PLANNING BOARD a .1 ''� '.'. OF STRUCTURES AND FOUNDATIONS WITH SOIL CONSISTING OF f14ATERIALS FREE FROM DEBRIS, TRASH, �� ••••� 6 j I � I PROPOSED PARKING W ® c I � � � 17,075 SF/242,298.52 SF=7.05% FROZEN MATERIALS, ROOTS AND OTHER ORGANIC MATTER. STONES USED SHALL NOT BE LARGER THAN 6 C J PROPOSED STALL RE-STRIPING PROPOSED X 0 p INCHES IN DIMENSION.PRIOR TO PLACEMENT OF FILL MATERIALS, UNDERTAKE ALL NECESSARY ACTIONS IN CONCRETE WALK CONCRETE SIDEWALK " MAXIMUM BUILDING 280 35 FEET TO PEAK OF SLOPING ROOFS!25 FEET ORDER TO ENSURE THAT AREAS TO BE FILLED ARE FREE OF STANDING WATER, FROST, FROZEN MATERIAL, o 'N �tEPLMENT ( 1 HEIGHT ATTACHMENT 3 FOR FLAT OR MANSARD ROOFS 23'-1 Y"TO PEAK OF SLOPING ROOF TRASH DEPTH A AND DEBRIS. PLACE FILL MATERIALS IN HORIZONTAL LAYERS NOT EXCEEDING 6 INCHES IN LOOSE 11 08/19/25 AD ISSUED FOR BID _ `ti PROPOSED ASPHALT ® AND COMPACT EACH LAYER AT PLACEMENT TO 95/°OPTIMUM DENSITY. GRADE THE SURFACE TO MEET ++- Q a wNK 10 07/08/25 AD REV.PER TOWN AND NYSDOT COMMENTS s_ J .'.•:.'.'.•.'.'.'.•.•. .r. PAVEMENT(TYP.) G r MAXIMUM NUMBER OF §280 ADJACENT CONTOURS AND TO PROVIDE SURFACE DRAINAGE. REFER TO GEOTECHNICAL REPORT (IF O PROPOSED • •• •• •••• .•-• •-- - STORIES 2Y PROVIDED) FOR FURTHER RECOMMENDATIONS. REFER TO GRADING PLAN FOR PROPOSED SURFACE U LANDSCAPE ISLAND • •• •• • • , •• • BRK. ATTACHMENT 3 SINGLE-STORY BUILDING 9 04/11/25 AD REV.PER TOWN AND NYSDOT COMMENTS y Pam' [VI VARIANCE REQUIRED ELEVATIONS. O -N 24'••,• • •, PROPOSED ADA s E 8 02/05/25 AD REV.PER SCWA COMMENTS DATED 01/28/25 c :�, •, • •• 4; RAMP(TYP.) 14, UNDERGROUND STORAGE TANKS,IF ENCOUNTERED,SHALL BE EMPTIED,CLEANED AND REMOVED FROM THE O '• •••.•, ,.• SITE IN ACCORDANCE WITH FEDERAL,STATE,COUNTY,AND LOCAL REQUIREMENTS. 7 01/27/25 AD REV.PER SCDHS COMMENTS DATED 01/24/25 "'.'.'.'.m.'��.".'.'.'. .�.'. .'.'.'. '.'.'. .'. .'. 'PROPOSED "® PROPOSEDADAAND s. PARKING CALCULATIONS •.�•••••••••• 'CONCRETE CURB "VAN ACCESSIBLE"SIGN EA I 15. PROPOSED TREE PROTECTION FENCE TO BE INSTALLED BEFORE THE START OF REMOVAL ACTIVITIES AND TO 6 01/21/25 AD REV.PER UPDATED SEPTIC LAYOUT l . .... .. . . .. -. . - . . ... . . ....... .. BE REMOVED AFTER CONSTRUCTION IS COMPLETE. �' - '' '' '''''' ''' ....' .... . . ........ ....'�' ... ....' (TYP.OF 2) ITEM SECTION PERMITTEDIREQUIRED PROPOSED 5 12/06/24 AD REV.PER UPDATED ELECTRIC AND RPZ WATER PROPOSED BIKE RACK(URBAN •• •••••• •••. ••' ••• •' ••••• •••••• • 10, ''' •• C.c I SERVICE LOCATIONS ® PARKING PARISH CENTER 1 PER 100 SF OF OFFICE FLOOR AREA): EXISTING PARKING:122 STALLS 16. THE CONTRACTOR S''ALL BE RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL ... .... .... 10 >a•••- ( ) - REV.PER UPDATED ELECTRIC AND TELECOM �. . TYP. .. ..�. RACKS 1000-STD)ON 6"THICK ... . ..... ....... . ... ....( )'.' .'.•.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. �.-.-r.. . .. ois """""' s 4 11/22/24 AM {TYP,)'.'.'I' ll, REQUIREMENT FOR §280-78(A) 8,508 SF x 1 STALL PER 100 SF=85.08 STALLS PROPOSED PARKING:9 STALLS AUTHORITIES REGARDINv MATERIALS AND INSTALLATION OF PROPOSED WORK.FOR OBTAINING THE REQUIRED SERVICE LOCATIONS 4,000 PSI CONCRETE PAD "" "" "" " R5' +e•�-'7C7 ••R3 � • • R3'Y•8'• �•• ••� • •• •� _ PROPOSED 2'LONG ti R5' PROPOSED"NO • Q PARISH CENTER PARKING REQUIRED:86 STALLS TOTAL PARKING:131 STALLS PERMITS, SIGN OFFS,AND CONSTRUCTION INSPECTIONS,ACCORDING TO GOVERNING BUILDING CODES AND REV.PER TOWN COMMENTS DATED 09/11/24 AND U ) '...''.'..''. ..' ••" %P' + ' CONCRETE CURB DISPOSAL OF ALL MATERIAL IN ACCORDANCE WITH STATE AND LOCAL LAW 3 10IO2/24 AM ^'' PARKING ANYTIME"SIGN 0 WHEN ANY LOT CONTAINS TWO OR MORE USES HAVING SCDHS COMMENTS DATED 10/02/24 PROPOSED LANDSCAPE 5' ` TAPER(TYP.) AREA(TYP.) 7' 7 °• 5' DIFFERENT PARKING REQUIREMENTS,THE PARKING 2 07/19/24 AM ISSUED TO TOWN *' 0 17, SIDEWALKS, CURBS, OR OTHER EXISTING SITE APPURTENANCES DAMAGED BY CONSTRUCTION SHALL BE REQUIREMENTS FOR EACH USE SHALL APPLY TO THE REPAIRED OR REPLACED IN KIND OR UNLESS NOTED OTHERWISE(UNO WHETHER SPECIFIED ON THIS PLAN OR o v,, ; .• Oo; "''" " " 1. PROP.10'x 20'VINYL FENCE PROPOSED PARISH CENTER ONLY ), 1 05/14/24 DD REV.PER CLIENT COMMENTS o �'� "• `�• 1 EXTENT OF THAT USE.WHERE IT CAN BE a> 3 . � :.. \ TRASH ENCLOSURE ON I CONCLUSIVELY DEMONSTRATED THAT ONE OR MORE OPEN DURING PERIODS OF TIME NOT,AT THE SOLE COST OF THE CONTRACTOR. PROPOSED CONCRETE .' • •• • '• •'••,"w a CONCRETE PAD COMBINED SPACES 0 7 ( WHEN CHURCH IS NOT IN USE. 21 `^' 9.11' '; 22 9.11' C §28 - 8 G) SUCH USES WILL BE GENERATING A DEMAND FOR ATE BY DESCRIPTION SIDEWALK I,;. • ,'� THEREFORE,THE PROPOSED PARISH 18. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS N 19.94':I. 57.81': " . N PROP.6.0 BOLLARD • PARKING SPACES PRIMARILY DURING PERIODS WHEN -: 55.6' 19.52'.... .,i EWEXT..w, CENTER WILL NOT GENERATE A :, . I , ,„, :.:. (TYP.OF 5) THE OTHER USE OR USES IS NOT OR ARE NOT IN GREATER DEMAND FOR PARKING 19 SEQUENCE AND COO REVISIONS ;.: {REAR YARD) °° ,,:., OPERATION, E COORDINATION OF CONSTRUCTION IS SOLELY THE CONTRACTOR S RESPONSIBILITY. THE PLANNING BOARD MAY REDUCE TH - ' PROPOSED SINGLE-STORY PARISH CENTER 5 APPROXIMATE LIMIT OF CLEARING �:v TOTAL PARKING SPACES REQUIRED FOR THAT USE ... . • �.,... ,.. m:.:'. ' '� ,y, ;. AND GROUND DISTURBANCE WITH UNFINISHED PARTIAL CELLAR WITH THE LEAST REQUIREh4ENT. 20. PRIOR TO THE COMMENCEMENT Of ANY WORK WITHIN A NYSDOT AND TOWN OF SOUTHOLD RIGHT-dF-WAY THE � p :. 0;.:.. .. APPLICANTIOWNER/DEVELOPERICONTRACTOR MUST 06TAIN A RIGHT-Of-4VAY NJORK PERMIT FROM NYSD07 UNFINISHED PARTIAL CELLAR:2,020 SF -x 4I. �� 1,:,.f 6j ' .1.. ` . Q I THREE HUNDRED FIFTY SQUARE FEET SHALL BE AND TOWN OF SOUTHOLD. 'AF Z,;:I,. Q ;;� w FIRST FLOOR.8,508 SF Q 1 CONSIDERED ONE SPACE(TO PROVIDE ROOM FOR 10'x 20'PARKING STALLS WITH 24.5' > COVERED ENTRY:273 SF °I C •• Q 0 214.6' & •a, MINIMUM STALL SIZE §280-78(C) STANDING AREA AND AISLES FOR MANEUVERING.THE MIN.DRIVE AISLE 21. ANY UTILITIES INCLUDING POLES REQUIRED TO BE RELOCATED DUE TO THE INSTALLATION OF THE REQUIRED , (`•'. - : ,.. ,;Y " ..* 1. ,',.. to (FRONT YARD) 8'x 20' ACCESSIBLE STRIPED STALL IMPROVEMENTS SHALL BE RELOCATED AT THE y,,, > r••• ° FEET, E EXPENSE OF THE . . • (J/ a '• ,.: :. 7.w, .46.23' • ` Q d w APPLI ANT WNE DEVEL PER/CONTRACTOR. MINIMUM PARKING STALL WIDTH SHALL BE NINE ET ) ` - . I •.•.+. AND THE MINIMUM LENGTH SHALL BE 19 FEET. C 10 R/ 0 r. . . . . . . . . . . . . . . . . i > • Q ® p EXISTING ACCESSIBLE PARKING: 22, ALL TRAFFIC ROAD MARKINGS,ROAD SIGNS,AND LIGHT SIGNALS THAT MAY HAVE BEEN MOVED OR DAMAGED IN �-'� • `_900� ` ` ` '-W4� ` ` ` ' 'GM1 ' ' ' ` � 8'x 19'STALLS PLUS ADJACENT 8'x 19'TRANSFER AREA 14 SPACES THE PROCESS OF CONSTRUCTION SHALL BE RESTORED AT THE APPLICANTS EXPENSE TO AT LEAST THE SAME �� � ,, 1 •• •O• • u7 IBC NYS PROPOSED ACCESSIBLE PARKING: QUALITY AND CHARACTERISTICS THAT EXISTED BEFORE CONSTRUCTION BEGAN. THE APPLICANT SHALL BE / my H h `` '' '� - •o- ••+o • ••• • - •••••• • •+- ••• •• •+ -LCGQ ACCESSIBLE PARKING 5 ACCESSIBLE SPACES REQUIRED WHEN 101 T0150 It •��1*�• �-*' •,�---'--@�3J'1•-r-`�� `- ° ' • t • a --1 pp 1 1106.1 TOTAL PARKING SPACES PROVIDED 2 SPACES FURTHER RESPONSIBLE TO INSURE THAT, IN THE ROADWAYS ADJACENT TO THE CONSTRUCTION SITE,THESE 664 SLUE POINT R®Q® ulVl•>• 3 •-• -`•••` ••-••• • - q ` 1 STY. O I TOTAL ACCESSIBLE PARKING: MARKINGS, SIGNS AND SIGNALS, ARE MAINTAINED DURING THE ENTIRE PERIOD OF CONSTRUCTION. IFO `.•�..-.-�•.•.*.. . O V) 16SPACES REPLACEMENT OR UPGRADE IS REQUIRED, SAME MUST BE APPROVED BY THE NYSDOT AND TOWN OFHOLTSVILLE, NEW YORK 11742 0 0 �i • • • • Q Q 'D SOUTHOLD. (6311 961-0506 PQ ••; `Gc 0 2I MINIMUM AISLE WIDTH 5280-78(C) 22FEET 24.5FEET 23, ALL ACCESSIBLE PARKING,CURB RAMPS,AND OTHER APPURTENANCES OF ACCESSIBLE ROUTES ARE TO MEET WWW.KeyCivilEngineering.Com u') Q � � S.N.o THE REQUIREMENTS OF THE 2020 NYS BUILDING CODE CHAPTER 11-ACCESSIBILTY,AND ICCIANSI A117.1-2009. Z! Q ^Q 0 Q Q WW = g§ I UNOBSTRUCTED ACCESS TO AND FROM A STREET PROJECT NAME e S PA s Q SHALL BE PROVIDED.SUCH ACCESS SHALL CONSIST 24. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS I 0 0 Q a a + B t I OF AT LEAST TWO TEN-FOOT LANES FOR PARKING ASSOCIATED WITH THE PROJECT WORKSCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE 4 1 AREAS WITH 20 SPACES OR MORE.NO ENTRANCE OR CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE ROMAN CATHOLIC CHURCH OF THE SACRED d V 0 0 0 51 EXIT FOR ANY OFF-STREET PARKING AREA SHALL BE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO HEART PROPOSED PARISH CENTER 0 LOCATED WITHIN 50 FEET OF ANY STREET THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL C. 1 STY. ACCESS §280-78(D) ° COMPLIES 14300 MAIN ROAD DCISP.NG INTERSECTION NOR EXCEED A GRADE OF 6/°WITHIN 25 CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF _ ` I 0 G 0 WW T, GRAVEL/DIRT DRWE ,QL 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 Q WOOD DA • PD. POINT.ALL POINTS OF INGRESS OR EGRESS SHALL BE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK d + StEPs U IT, I APPROPRIATELY SIGNED.UNLESS SUCH SIGNING IS 25. THE CONTRACTOR HALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST O.S.H.A. STANDARDS AND � ` 0 Q 1 1 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 V /�/��9 0 Q Q I BOARD. PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE"MEANS AND METHODS"REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF O.S.H.A.,AS WELL AS ANY OTHER ENTITY THAT HAS 1-_o of 9 I 25�$Q,, 0 Q Q 019 ALL OPEN PARKING AREAS SHALL BE PROPERLY JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES. O� •• I W . DRAINED WITHIN THE PREMISES,AND ALL SUCH AREAS DRAWING TITLE JWWU `w' 0 X w zz: 000 Do 0 © Q % Q � Q SHALL BE PROVIDED WITH A DUSTLESS SURFACE, 26. THE TOPS OF EXISTING MANHOLES:INLET STRUCTURES,AND SANITARY CLEAN-OUT TOPS SHALL BE ADJUSTED, 00 EXCEPT FOR PARKING SPACES ACCESSORY TO A IF REQUIRED,TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS. cn N a 1oft ONE-FPAVINAMILY SIDEWALKS OR TWO-FAMILY RESIDENCE.CURBS, SITE PLAN DRAINAGE AND GARAGE �56.3 0� 0 0 Q I SURFACING §280 78(E) COMPLY WITH STANDARDS ESTABLIISH DNAGE I IIN'TOWNES ALL COMPLIES 27 ENGINEER NEER IN DISCREPANCIES N ANY CONFLICTS.PLANS AND FIELD CONDITIONS, IMMEDIATELY NOTIFY THE PROJECT nOIN I ORDINANCES,REGULATIONS OR SPECIFICATIONS AND or forrn erl �" SHALL BE APPROVED AND CONSTRUCTED UNDER THE I DOUO)IQS Housl er & 1 now FAME _'`r1••,,�_ � I 28. CONTRACTOR SHALL BE REQUIRED TO SECURE ALL NECESSARY PERMITS AND APPROVALS FOR ALL OFF-SITE �.,� N I Ani�reo or SUPERVISION OF THE SUPERINTENDENT OF HIGHWAYSMATERIAL HoUsl er GARAGE Wigs"58,50»w�"`�.s Q Q Q OR HIS AGENT. PROJECT ENGINEER NEER AND OWNER PRIOR TO INITIATING WORK. DATE:SHALL SUPPLY A COPY OF APPROVALS TO DATE: 05/03/2024 for K°ren Malc mson 1 275.45' �+ a 0 . (1)WHEREVER A PARKING AREA OF OVER FIVE SPACES SCALE: 111 -401 7qXftE ABUTS OR IS WITHIN 15 FEET OF THE SIDE OR REAR 29. CONTRACTOR SHALL DOCUMENT, WITH PHOTOS, CRITICAL STAGES OF CONSTRUCTION AND PROVIDE TO "O CD (V LOT.• 27 n O Wy LOT LINE OF A LOT IN ANY RESIDENCE DISTRICT,SAID ENGINEER OF RECORD AT END OF CONSTRUCTION. O-•c C U z'0 RESIDENCE Jollnor formerly I nOit, ASPHALT DRNEWAy 10 PARKING LOT SHALL BE SCREENED FROM SUCH PROJECT NUMBER: 23200 O- N P Z ZONE.R 40 I TAX A' Boglivi I ISO Or formerl ADJOINING LOT BY A SUBSTANTIAL WALL,FENCE OR 30. THE CONTRACTOR SHALL PERFORM THE WORK AS SHOWN ON THE PLANS AND SPECIFIED HEREIN.THE PLANS O 0) Q I LIC WATER 1 USE. RESID• 28 nn Cost O y THICK HEDGE APPROVED BY THE PLANNING BOARD. SHOW THE GENERAL SCOPE OF THE WORK AND DO NOT NECESSARILY SHOW ALL DETAILS REQUIRED FOR DRAWING BY: AM c 0 0 ZONE ENnAL Linda Cost & GENERALLY,SUCH SCREEN SHALL BE NOT LESS THAN COMPLETE FINISHED WORKING SYSTEMS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL I PUBLIC WATER 1 USE. RESTAX L0-. 29 USE. RE 3D nZ0 FOUR FEET NOR MORE THAN EIGHT FEET IN HEIGHT. MATERIALS AND LABOR AS NECESSARY FOR THE CONSTRUCTION OF COMPLETE WORKING SYSTEMS, CHECKED BY: MP LOT•• i PUBLIC WA ERE R-40 ZpN�SIDENTjgL 1IIE IdVDETSIGNED, (2)WHENEVER A PARKING AREA OF OVER FIVE SPACES 31. ELECTRICAL WORK SHALL BE IN CONFORMANCE WITH THE NATIONAL ELECTRICAL CODE(NEC). APPROVED BY: MP R-40 1 PURSUANT TO SOUTIFOLD TOWN CODE SECTION IS LOCATED ACROSS THE STREET FROM OTHER LAND REFERENCES I PUBLIC WA 7-CR I 2MI31(I),ACKNOWI,EDGES TIIATTIIF'CO."dDFTIONS OFTIIE SITE PLAN 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 �+ SEAL� SIGNATURE: ALTERATION OR ADDITION TO THIS I 1 APPROVAL SET FORTH L1 THE RESOLUTION OF APPROVAL DATED � FROM THE VIEW OF SUCH LAND BY A THICK HEDGE, FENCING IN COMPLIANCE WITH OSHA REQUIREMENTS. DOCUMENT EXCEPT BY A LICENSED THIS PLAN REFERENCES: I ,�1,12_/20 2 ARE ACCEPTED(SEE CONDITTONS ON RESOLUTIO. PARKING SPACES WALL OR FENCE,APPROVED BY THE PLANNING BOARD, PROFESSIONAL ENGINEER NS ADJACENT TO LOTS IN §280-78(K) COMPLIES 33. DEWATERING IF REQUIRED SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL&STATE REGULATIONS,AND NEW VIOLATION OF SECTION 7209, S A BOUNDARY AND TOPOGRAPHIC SURVEY P PRINT .ANIF. C LOCATED ALONG A LINE DRAWN PARALLEL TO THE ( ) Y SUB-DIVISION 2,OF THE NEW YORK ANY RESIDENCE �O Q PREPARED BY: ©�1� STREET AND A DISTANCE OF 20 FEET THEREFROM, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY NECESSARY ASSOCIATED DISCHARGE pILO -�� STATE EDUCATION LAW AMERICAN ENGINEERING&LAND SURVEYING P.C. DISTRICT G Tj a SUCH SCREENING TO BE INTERRUPTED ONLY AT PERMITS, Q- Qti .9 1171 OLD COUNTRY ROAD-SUITE 6 GRAPHIC SCALE �'---"�•'- ' . POINTS OF INGRESS AND EGRESS.GENERALLY,NO co �� * DRAWING No: PLAINVIEW,NY 11803 AUT "�•.t2t:L�SIG.1, itEti DATE SUCH SCREENING SHALL BE LESS THAN FOUR FEET Uj DATED:02/19/2024 40 0 20 40 80 160 �1 � NOR MORE THAN SIX FEET IN HEIGHT.THE OPEN AREA e,,y..., �` fI- ,1' UJI APPROVLD hY BETWEEN SUCH SCREENING AND THE STREET SHALL K. r' ALED Z 111,11 TOWN OF'SOLTIIOLDPLANNINGBOARD r n NOT .P��J _ _ BUILDING ARCHITECTURAL LAYOUT BE LANDSCAPED IN HARMONY WITH THE LANDSCAPING " . �' PREPARED BY: �/.:- - H. It-an PREVAILING ON NEIGHBORING PROPERTIES FRONTING � "- :. JMN ARCHITECTURE P.C. IN FEET ) I p 2-1/2o 2S ON THE SAME STREET.TWO IDENTIFICATION AND .Y H;I y `�` 0815 �Q� C-1 406 NORTH COUNTRY ROAD 1 1'77'SI(,\ATl 1tE DATE DIRECTIONAL SIGNS LOCATED ON THE STREET SIDE OF '�. '!``' .1 �Al SUCH SCREENING SHALL BE PERMITTED;HOWEVER, Know what's below. SAINT JAMES,NY 11780 1 inch = 40 ft. NOTE:The a^^roved s-Fte develo,tr^nt plan shall be valid fora - THEY SHALL NOT EXCEED AN AREA OF THREE SQUARE Call before you dig. DATED:04/03/2024 months from tZr date of approval as per code section 2;0-132A. �of eighteen(18) FEET EACH. VICINITY MAP BACKGROUND DATA PROVIDED BY MAPS.GOOGLE.COM 1-800-272-4480 MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 1 OF 14 Y.AKey CivikProjects12023423200 j NIN Architecture.14300 Main Road..Mattituck'\.Drawings�Key Civll\23200-,2025.08.19-.SPP11...SPDES_RPZ3.dwg 5, SITE REMOVAL NOTES X SIT,, 1. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. a r LEGEND ' 2. THE CONTRACTOR SHALL ENSURE ANY EXISTING ASBESTOS CONTAINING MATERIALS ARE REMOVED FROM SUBJECT Aso EXISTING ITEM REMOVAL PREMISES PRIOR TO REMOVAL ACTIVITIES AND SHALL PERFORM ALL AGENCY NOTIFICATIONS AS REQUIRED. hp�.; �+t PROPERTY LINE 3. EXCAVATION SHALL BE PROPERLY BACKFILLED WITH CLEAN,SUITABLE MATERIAL.THE CONTRACTOR SHALL REFER TO BUILDING THE GEOTECHNICAL REPORT OR CONSULT WITH THE GEOTECHNICAL ENGINEER FOR INSPECTION AND CERTIFICATION. 25 W WATER SERVICE 4. THE CONTRACTOR SHALL INSTALL A TEMPORARY PROTECTIVE FENCE IN ACCORDANCE WITH FEDERAL,STATE,COUNTY " 'q ' AND LOCAL CODES AND REGULATIONS AT LOCATIONS WHERE HAZARDOUS CONDITIONS EXIST AS A RESULT OF �/ 260 rr aoa E ELECTRIC SERVICE E REMOVAL ACTIVITIES. on ! G GAS SERVICE 5. THE UTILITY INFORMATION SHOWN ON THE PLAN IS A COMPILATION OF FIELD LOCATIONS,ABOVEGROUND STRUCTURES "` / 7 THAT WERE VISIBLE AND ACCESSIBLE IN THE FIELD,AND RECORD DRAWINGS AVAILABLE AT THE TIME OF THE SURVEY. 6a' ____ TELECOMMUNICATIONS T THE FEASIBILITY OF ALL UTILITIES(DRAINAGE,SEWER,WATER,GAS,ELECTRIC,PHONE,CABLE,ETC.)AND/OR i J !- WTI uN U N 5 or R17, SERVICE UNDERGROUND STRUCTURES TO BE REMOVED OR RELOCATED HAS NOT BEEN CONFIRMED WITH THE GOVERNING MatIUCkffgl9Ave ! L3 E W ROow _� E X FENCE AGENCIES AND MUST BE REVIEWED FURTHER PRIOR TO PREPARATION OF CONSTRUCTION DOCUMENTS. C €. I Me DOUBLE YELLOW • (66 p' r O9 .►" I WALL 13 F(I t i 6. PRIOR TO STARTING ANY DEMOLITION,THE CONTRACTOR IS RESPONSIBLE FOR/TO: W NARtES) W\plH WETLANDS 1 a. ENSURE COPIES OF ALL PERMITS AND APPROVALS MUST BE MAINTAINED ON SITE AND AVAILABLE FOR REVIEW. p ( c PROPOSED SAWCUT WHT<E LIN 87 UTILITY POLE ;,„ BOUNDARY 4�, s o PSf. b. INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE. AND LIMIT OF ASPHALT ,OD"E �_O. .Zg 5D E CONC.W �- 3y1 LIGHT POLEf c. PROTECTING AND MAINTAINING IN OPERATION,ALL ACTIVE SYSTEMS THAT ARE NOT BEING REMOVED DURING s j REPLACEMENT(TYP.) 7 3.�� 7 1 ALL DEMOLITION ACTIVITIES. , ; i Wµ m oo t- OT.S. SIGN d. COORDINATION WITH UTILITY COMPANIES REGARDING WORKING"OFF-PEAK"HOURS OR ON WEEKENDS AS MAY E•p, 87• GRASS BE REQUIRED TO MINIMIZE THE IMPACT ON THE AFFECTED PARTIES. Y Y , 1 n FIRE HYDRANT e. A COMPLETE INSPECTION OF CONTAMINANTS BY A LICENSED ENVIRONMENTAL TESTING AGENCY, OF ALL 1 ; U I BUILDINGS AND/OR STRUCTURES TO BE REMOVED. SAME SHALL BE PERFORMED IN ACCORDANCE WITH ALL ON ow WATER VALVE APPLICABLE LOCAL,STATE,AND FEDERAL ENVIRONMENTAL REGULATIONS.ANY/ALL CONTAMINANTS SHALL BE � t ;; �"'•T " NEE S. REMOVED AND DISPOSED OF BY A FEDERALLY LICENSED CONTRACTOR IN ACCORDANCE WITH FEDERAL,STATE, •�" $`' ' Map data 02024 Terms Report a map error --------�_^.. U GRASS \ II �::.., ':. INLET AND LOCAL REGULATIONS.ALL ENVIRONMENTAL WORK INCLUDING HAZARDOUS MATERIAL, SOILS,ASBESTOS, III OR OTHER REFERENCED OR IMPLIED HEREIN IS THE SOLE RESPONSIBILITY OF THE ENVIRONMENTAL CROSS — oaD• ROOF DRAIN CONSULTANT. VICINITY MAP STATUE SANITARY MANHOLE N.T.S. �„ \ f I ® COVER 8. IN THE ABSENCE OF SPECIFICATIONS,THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVITIES,DEMOLITION AND REMOVAL OF ALL FOUNDATION WALLS,FOOTINGS,AND OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE IN % / f�-- - 0 I CLEAN-OUT ACCORDANCE WITH DIRECTION BY THE STRUCTURAL OR GEO-TECHNICAL ENGINEER. PROJECT DATA NIL pa• � — \ CONC.WOK Sips. ( TELECOM MANHOLE D. 9 0 9. CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS,STREETS, APPLICANT/OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART COVER LO / / ors �� © O OR A.C. RR.o 6,�, SIDEWALKS,WALKWAYS,AND OTHER ADJACENT FACILITIES. 27835 MAIN ROAD � - t CONIC.W" TREE —— Q — P.O.BOX 926 Atx 00 CUTCHOGUE,NY 11935 \ R.O. • S� SAWCUT LINE ——— 10. DEMOLITION ACTIVITIES AND EQUIPMENT SHALL NOT USE AREAS OUTSIDE THE DEFINED PROPERTY LINE WITHOUT I 6 O s WRITTEN PERMISSION OF THE OWNER,AND/OR APPROPRIATE GOVERNMENT AGENCY. TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 11,Lot 1 r ( PROPOSED LIMIT OF +� LIMIT OF CLEARING AND _ r? ' CLEARING AND GRADE \ EXISTING —LCCD— SITE AREA.................................. 242,293.52 SF(5,5624 Acres) DISTURBANCE GRAJ # ' I� I GRADE DISTURBANCE 11. USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR IN ` IUAS.EC URN R.D. (s ® I ACCORDANCE WITH FEDERAL,STATE,AND/OR LOCAL STANDARDS.AFTER THE DEMOLITION IS COMPLETE,ADJACENT CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE(RO) > { 1t4300 _ I STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION ` PROPOSED LIMIT OF \ " S OPERATIONS.THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR"PRE-DEMOLITION" CURRENT USE........................... CHURCH { "OUR LADY Of GOOD > { WOODED AREA TO BE \ P. COUNSEL R.C. CHURCH" o• CONDITION. PROPOSED USE......................... PARISH CENTER REMOVED CONIC.w Ac. GRASS 12. THE CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A EXISTING FOOTPRINT............... 8,567 SF MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME. PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) ' { \ z s' 1 htEr_r_+o� COVERED ENTRY:273 SF O aecTmc 13. THIS PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE TO BE REMOVED.IT IS NOT N { 2 I GROSS FLOOR AREA................ LOWER LEVEL......................................2,020 SF m `� r Ro. — —� \- INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL METHODS AND MEANS ARE TO BE IN ACCORDANCE WITH \Q > s I (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF f I G FEDERAL,STATE,LOCAL,AND JURISDICTIONAL REQUIREMENTS.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TOTAL.. J I O 3 EXISTINGBSWr OSHA AND/OR OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE. 10,528 SF J� �0 � I ASPHALT PARKIN '' • - Z m 1- { o, h 14. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE.ALL DEMOLITION WASTES AND DEBRIS(SOLID WASTE)SHALL BE o a DISPOSED OF IN ACCORDANCE WITH ALL TOWN,COUNTY,STATE,AND FEDERAL LAWS AND APPLICABLE CODES. N r { �r CONIC. 0 W�DD WALK 15. IN ACCORDANCE WITH STATE LAW,THE CONTRACTOR SHALL BE REQUIRED TO CALL THE BOARD OF PUBLIC UTILITIES OR i { I $� CALL DAMAGE PROTECTION SYSTEMS FOR UTILITY MARK OUT IN ADVANCE OF ANY EXCAVATION. AUG Z 1 ZOZS tt 16. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING SITE IMPROVEMENTS AND UTILITIES.ALL SOUTHOLU 1 C;1',19 h DISCREPANCIES SHALL BE IDENTIFIED TO THE ENGINEER IN WRITING. PLANNING EOARD p i PROPOSED SAWCUT II ' B GAZEBO AND LIMIT OF ASPHALT c ® 3 z 17. ALL DEMOLITION DEBRIS TO BE REMOVED BY CONTRACTOR IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS. L J. { REPLACEMENT N 18. CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN DEMOLITION PERMIT AND NECESSARY UTILITY DISCONNECTS. 11 08/19/25 AD ISSUED FOR BID L.E �, ` -4 10 07/08l25 AD REV.PER TOWN AND NYSDOT COMMENTS I _l y L, G1� I � 5S I 9 04/11/25 AD REV.PER TOWN AND NY SDOT COMMENTS \ I � O I I I RK. I U �� r R. 8 02/05/25 AD REV.PER SCWA COMMENTS DATED 01/28/25 O -� I PROPOSED CONCRETE } WALK REPLACEMENT I � 7 01/27/25 AD REV.PER SCDHS COMMENTS DATED 01/24/25 C7 I I I I r � I I I I I I .s 6 01/21/25 AD REV.PER UPDATED SEPTIC LAYOUT EXISTING LIGHT POLE � I 5 12/06/24 AD REV.PER UPDATED SERVICE LOCATIONS RIC SERVICE TO ELECTRIC AND RPZ WATER AND ASSOCIATED n ELECT �� _ 4 11/22/24 AM REV.PER UPDATED ELECTRIC AND TELECOM BE REMOVED OT.S. °TS' SERVICE LOCATIONS �m, 3 10/02/24 AM REV.PER TOWN COMMENTS DATED 09/11/24 AND EXISTING TREE TO I SCDHS COMMENTS DATED 10/02/24 > PROPOSED LIMIT OF BE REMOVED(TYP.) ' , , 2 07/19/24 AM ISSUED TO TOWN > o WOODED AREA TO BE 0 0 a ) I REMOVED �.r> Q ' 1 05/14/24 DO REV.PER CLIENT COMMENTS NO. DATE BY DESCRIPTION o a q —�CGD Q 0 a REVISIONS a PROPOSED LIMIT OF 0 ® CLEARING AND GRADE Q I .+ DISTURBANCE J -' } � I 08 i �c+s, Q • o a _j a Ln I 664 BLUE POINT ROAD, UNIT 13 R.O. O SEPTIC TANK Q HOLTSVILLE, NEW YORK 11742 s I (631) 961-0506 d �Cr�\ Q R.D. S 6'0 t2LP. www.KeyCivilEngineering.com 4 Z' WW 6-M PROJECT NAME 0 PhRs I ROMAN CATHOLIC CHURCH OF THE SACRED HEART PROPOSED PARISH CENTER 14300 MAIN ROAD 1 STY. Q Q W.W. - EXISTING MATTITUCK, NY 11952 R`27.67 7, GRAYR/DIRT DRNE WOOD 0 11 R.D. TOWN OF SOUTHOLD, COUNTY OF SUFFOLK Q STEPS ATS ' DIST.: 1000, SECT.: 114, BLOCK: 11, LOT: 1 N W S'50,,� DRAWING TITLE xwE; m a� a X�Z--I ~W�j Q SITE REMOVALS LA a E rs'' Douglas or forme I 6.30' ••.,,, riy �` I DATE: 05/03/2024 Andrea Housler & I now or GW E N89• Housler 58 5p»W"``.."", Id1PP`� SCALE: 1" =40' L. for ROVED L. Karen Malcomsron 275.45' .' � a �i� PLANNING BOARD PROJECT NUMBER: 23200 0 0 �R.D `2 0 (D USAX LOT. 27 now HEDGE-. o Q m ZONE RIDFNCE dohnoA fBagli ly ! now ASPHALTDR"AY TOE � DRAWING BY: AM 3 PUBLIC WA R I USAX LOT. 28 ea9livi I Donn Cos°rmerly 1fN Or SOUTHOLD 0 o v l I RESID stanz DATE CHECKED BY: MP EtVnAC Linda �ostonzo& C:) . 2� ZO anzo U I PUBS CZON , WA R I USE R P DNT AC ZO t TAX COT APPROVED BY: MP I UBLIC WARE•R-40 USE. ZONESlDENlAL I /nr L _ SEAL&SIGNATURE: ALTERATION OR ADDITION TO THIS PUBC/C WATER I I / � DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER O OCr N E V VIOLATION OF SECTION 72109, �G PEL°rrQ9'f- SUB-0S 2,OF THE NEWVORK STATE EDUCATION LAW GRAPHIC SCALE co DRAWING No: :... ( s 40 0 20 40 80 160 — kLU w a Y. NOT ,f.2!!" F ALED ( IN FEET ) s y 081 C-2 1 inch - 40 ft. )C�?(0) E Know what's below. Call before you dig. 1-800-272-44$0 MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 2 OF 14 YAKey Civi1\Projects\2023Q32OO_JMN Architecture__14300 Main Road...Mattituck\Drawings\Key Civi'\23200__2025.08.19,..SPP11_SPDES__RPZ3.dwg F' -LANDSCAPE NOTES y, " \ '1�,11 s' , - .� I 1. THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING,FINISHED GRADING,SOIL PREPARATION, �, wrx j ~f �J PERMANENT SEEDING OR SODDING,PLANTING AND MULCHING INCLUDING ALL LABOR,MATERIALS,TOOLS AND EQUIPMENT 'r '" ^ y � \ I ' NECESSARY FOR THE COMPLETION OF THIS PROJECT,UNLESS OTHERWISE CONTRACTED BY THE GENERAL CONTRACTOR. `rso '"j j/ �" i �,, s',, W y � r � 2. EXISTING VEGETATION SHALL BE RETAINED UNLESS SPECIFIED ELSEWHERE ON THIS PLAN. / '.: :F,�RI� y I �RA L *4q , '°© y 'r.,\ ----- _` C) Ca 3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN.A TREE PROTECTION ZONE - `p ,� / y � �..�,_.°.� C7 fU:l } SHALL BE ESTABLISHED AT THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT OF CONSTRUCTION DISTURBANCE, *+y" +i�lr•�°-,11 / I/ �/ y y y `�` °!�..�-•-�'r ` -� BRK. ` WHICHEVER IS GREATER.LOCAL STANDARDS MAY REQUIRE THAT A MORE STRICT TREE PROTECTION ZONE SHALL BE HONORED. %' �,�� 0�°9� _ 'y y �. \ ` PANTR. x1 4. AT NO TIME SHALL MACHINERY,DEBRIS,FALLEN TREES OR OTHER MATERIALS BE PLACED,STOCKPILED OR LEFT STANDING IN ��i �p�cl `y,-*' €I€ y 3 IVR \�, „_,..".---"' 0 � \ ' THE TREE PROTECTION ZONE. '�', ,�2T 1� `��' :..I', :�,, . tr y . 3 ILGB \ I ' I 5. ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE"AMERICAN STANDARD FOR NURSERY STOCK". " 26p Ij r tj ' y y 1 PV \ 1 6. CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX INCHES(6")ABOVE THE ,,,,/ `,., r y y ° 0. :.':P6 {d ::. 6 ILGB I® \\ I I t q I _ NATURAL GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH(4")CALIPER SIZE. ry`66\1YpE1` o ,.y y X / X 7. CONTRACTOR SHALL PROVIDE A SIX INCH(6')THICK MINIMUM LAYER OF TOPSOIL;OR AS DIRECTED BY THE LOCAL ORDINANCE "s �' -{ y y y y 3 IVR `/ 1F OR CLIENT,IN ALL PLANTING AREAS.TOPSOIL SHOULD BE SPREAD OVER A PREPARED SURFACE IN A UNIFORM LAYER TO ,'� \ � "✓ / y y "� i \ I ,/ ACHIEVE THE DESIRED COMPACTED THICKNESS. \` ,, � " [ / y y y y / --.� \ ^\ / 0 \, � O ) � ` .S, F \ I 8. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY,THE PROPOSED LANDSCAPE,AS SHOWN ON THE APPROVED "Ma tltuck •t�°^ fftD) ASP1'r / y y y y 0 ® � ; \ ✓ \ \ S. LANDSCAPE PLAN,MUST BE INSTALLED,INSPECTED AND APPROVED BY THE APPROVING AGENCY.THE APPROVING AGENCY r" 0 " (A 1 �t y y y . y y \ - � \- ,/ /-�\ < E.A. C'C' I VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE FOLLOWING PLANTING SEASONS:SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS FOLLOWS. THE PLANTING OF TREES,SHRUBS, -/NMWS D O1v R S0 !. -';"-' / 1 ' F WETLANDS ' l y y y y y y I _-- , A \� / 1E 1 8.a.PLANTS: MARCH 15 TO DECEMBER 15 6 BOUNDARY ?v, =--A4 PROPOSED SODDED y \ - \ C.C. 41� I 8.b.LAWN: MARCH 15 TO JUNE 15 OR SEPT.1 TO DECEMBER 1 s 1 ;1 ( AREA(TYP.) y \� 0 C 6 ILGB 8.c.TREES OCTOBER 1 TO DECEMBER 1 AND MARCH 1 TO MAY 31 � �3 �,0 f /: t, y 1 CS - __ _._ ,a -- ___.. ors .. 3 PV 2 RAGL � `-� 3 COP_1.R-, -- �--- .-....._ T = y y OLS. TP TP 1 PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT APPROPRIATE SEASON AT Z 0) 0 ;, ,� " y 6 ILGB PROP. SEASONAL ANNUALS I 6) -- --` . . . . . y y y y 1. I THE MUNICIPALITY'S DISCRETION.CONTRACTOR SHOULD CONTACT APPROVING AGENCY FOR POTENTIAL SUBSTITUTIONS. �a- E ,'�,. ,; t tl' y 13 IVR 1'•`:/' '\- -;/ y y y y "PROPOSED SOD--y-y y y ` y y ' I 9. THERE SHALL BE NO PLANT SUBSTITUTIONS UNLESS AUTHORIZED BY LANDSCAPE ARCHITECT AND/OR STAFF OF THE LOCAL ,,,.;i �.1 - (0 1 y 10 NEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING "> �'7 -� �--� y y i i y AREA TYP. y y y m y MUNICIPALITY 5 1 AROG -� I ems'° ALL '" r° t< ( ) I �7: y y': y y W ;ly y. ' , y .r Q IMMEDIATELY AFTER PLANTING. WATER SHALL 'v , / . i ,\ 1 \ I 1 � Map data 02024 Terms Reporta map error 7 AGA - «,,:; - VW %•V 1• y`:y %N y .V^` •.. �'•--` " M (J�7�, BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO THE EXTENT THAT ALL /:�, y y y.......� ,..y.^..-.. y y ..^^...y ,W "� 1C; MATERIALS \\J j IN THE PLANTING HOLE ARE THOROUGHLY SATURATED,WATERING SHALL CONTINUE ROUTINELY AT LEAST UNTIL / i%, 4 RAGL ,I /�'• \\ ,,'/ ,\ \ .,/I .t• , .Y y .Y /;y\ y . y /y! \'y . -'•I ' `fJ- y �+ �( I� i `®, f (1\k+it�1 ��' \ % ;W y y �'',® y y ' y\"`'" r%s" %h'° I I PLANTS ARE ESTABLISHED. VICINITY MAP y - - Ss p2,�: O PROP. SEASONAL ANNUALS y y y . . . y y y'« 11. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE(1)YEAR FROM APPROVAL OF LANDSCAPE N.T.S. () � y y -� ``�/\ y ,y y y y y y y y y y y y y y I.; -/ ,,; PROPOSED TREE INSTALLATION BY THE APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH A MAINTENANCE BOND FOR TEN �, t' Ill` " y I, / PROTECTION FENCE(TYP.) I PERCENT(10%)OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BE RELEASED AT THE CONCLUSION OF THE y 1 COPR 4 RAGL 6 IVR y •;v: �` °'y uT GUARANTEE PERIOD AND WHEN A FINAL INSPECTION HAS BEEN COMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED PROJECT DATA "'f y y S'nn _ 'CAS' I REPRESENTATIVE. 0 1 COPR RAGL 1 COP __ - y y 12 APPLICANT/OWNER ROMAN CATHOLIC CHURCH OF THE SACRED HEART : . :: 'w. £ y y y y y y y y y y y y y y y y.._.�, ''.h :"+':'" S1\ % m .^.pie y .4 y y 1• y y 1• y y 1 _ .................... y � � 1 �� �;; : y PROPOSED SOD 5 ILGB �j CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE-OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION j y « y y y y « y y y y y 1 y ( y 11\( �1- -(I i• 2 27$35 MAIN ROAD �� OF ANY LANDSCAPE MATERIAL.UTILITY COMPANIES w.. -( 22' « y y AREA(TYP. y W y y y y CO ES SHALL BE CONTACTED THRE (3)DAYS PRIOR TO THE BEGINNING OF E L 13. CONTRACTOR SHALL ENSURE THAT THE PROPOSED TREES ARE NOT PLANTED ON TOP OF UND RGROUND PIIPES AND AACHIEO EK P.O.BOX 926 � -. %'11' ;'/ .Y y y y J• y W .« y) y y .« .« y y .✓ y G 3 JV \ y y y y �« y y y y 'yt ' MAXIMUM SEPARATION POSSIBLE. l 19.9 ,.;; y -.'fi. -�°� m 14, CONTRACTOR SHALL PROVIDE AN AUTOMATIC IRRIGATION SYSTEM FOR ALL LANDSCAPE AND LAWN AREAS.THE SYSTEM TAX MAP NUMBER.. CUTCHOGUE NY 1 935 / / ,;. 57.81 et' i - Dist.1000,Sect.114'Block tt,Lot 1 DI y 19.52'::: , « '. : « ;;v ' SHALL MEET ALL CODE REQUIREMENTS. y ` '�17 AGA: u g APPROXIMATE LIMIT OF \ SITE AREA.................................. 242 298.52 SF 5.5624 Acres) . :. ENl r �" ,[; I j ,. - CLEARING AND GRADEd. 17 AGA 2 PV y 'ir DISTURBANCE REN G..................... DEN IAL R 40&RESIDENTIAL OFFICE(RO) "w..l .;- .:.�.. CUR T ZONIN \ 24 ILGB : RES 21 ILGB ;3 .4{2;` SOD SPECIFICATIONS CURRENT USE........................... CHURCHT y .ii 5 KL /11 djiO I\/R °"1 \ PROPOSED USE........................ PARISH CENTER y y y ti ' 1 ,35 I.VR-' ,,,,,, ';, ;:, 1.PRIOR TO SODDING,MIX TOP 4"LAYER OF TOPSOIL WITH FERTILIZER AND LIME. 10-20-10 ! y � °!. L TT1 �`a ATE OF 500 POUNDS PER ACRE R 1 EXISTING FOOTPRINT............... 8,567 SF ., r ... : PROPOSED SINGLE•STORY PARISH ." \ 1 FERTILIZER SHALL BE APPLIED AT THE R 0 1 POUNDS PER 1,000 1 . ',I ''� / y :;;:I CENTER WITH UNFINISHED PARTIAL " A'>. S.F. LIME SHALL BE APPLIED IN ACCORDANCE WITH THE FOLLOWING CHART: PROPOSED FOOTPRINT........... 8 508 SF INCLUDING BUILDING CANOPY i F- x A'D SSS, � �\ p y .. \ I R ... . CELLAR y X -1 . COVERED ENTRY:273 SF I SOIL TEXTURE TONS/ACRE LBS/1,000 S.F. i1 . ;.. 11, �° �° y UNFINISHED PARTIAL CELLAR: : g y. ; GROSS FLOOR AREA................ LOWER LEVEL..........-...........................2,020 sF r ° LLJ ' y « ) CLAY,CLAY LOAM,AND HIGH ORGANIC SOIL 3 135 (WITH AREA BREAKDOWN) I 1 ° .i::,, :i y:c 2 020 SF ,;;:.., .... y i>, [x .. \ c� c�� W ENTRY LEVEL.......................................8,508 SF y y � ( I SANDY LOAM,LOAM,SILT LOAM 2 90 TOTAL..................................................10,528 SF ( y y y , .Y :, !;; ;:; FIRST FLOOR:8,508 SF y LOAMY SAND SAND t 45 \} ,,,,,, . 'V,,,, _ y ,=•,b., 2 JV, FINAL LOCATION TO BE DETERMINED � ,6 �y � I / y y y COVERED ENTRY:273 SF IN FIELD TO PROVIDE OPTIMAL SCREENING " y ° A`[ ABOVE APPLICATION RATES FOR FERTILIZER AND LIME ARE STANDARD RATES AND SHALL BE DE y y y ' , ... _ y %,cd�n,h FOR EXISTING RESIDE f y y ADJUSTED BASED ON SITE SPECIFIC SOIL TESTS. I} y y y y y F.F. EL. 25.00 y [ [�C�I_==�(��!IC���. 18 , i ,.. -a' y �,- 2.TOPSOIL SHALL BE TILLED,FINE GRADED,AND RAKED FREE OF ALL DEBRIS LARGER THAN 1"IN 0 AUG 2 1 2025 i . WKrx .y W y y y y y y •Y y y y .« y .Y y y y y ' 40.23': / y ",, `>°�j� �i�o � DIAMETER. ALL LAWN AREAS SHALL BE SLOPED TO DRAIN OR PER THE APPROVED GRADING PLAN. SUU hULU 1 Ub`.+id y y y y y y y y y W y •« y W y .« y y .Y •« y W .Y y ♦' y y 1 ,c "r, » y I y y y .Y y .« y y y •Y y y �• y y y y y y y y . .« / "�'i ^✓/ . y . . .« y 1• y y .« y •« W y W y y y . . . y . . y .« . . .« .« . y y .« •« .« .1 .- 4'xix$. `' +I� ` 3.SOD SHALL BE"CERTIFIED SOD'OR OTHER HIGH QUALITY CULTIVATED SOD. ONLY MOIST, g PLA`,',,!ING EOARDD i j y y y ;:, „-, ��1 di d1 1 dl dl di dl FRESH,UNHEATED SOD SHALL BE USED. IT SHALL BE FREE OF WEEDS AND UNDESIRABLE -� L y y '« y y y y y y y W y y y y y y y W y y y y y W 'Y y W y y y W , DS" ,l .Y y y y y •y y y y y y y y y y y y .« y y y y y y y y y y y y y y y y y y .« y �- )"----,/ ' - �- am - -QJO"T- Goan- -(p3�-._ _ 0-I._ ocm,_. COARSE WEEDY GRASSES. IT SHALL BE UNIFORM IN THICKNESS,APPROXIMATELY 5/8 INCH, +' '« '« .« y y +• `Y y y y y y 1• y y y y y y y y y y .Y y .« y W .« y .« y .« .v .« /..'may;; ., :•r•... ., :, W PLUS OR MINUS 1/4 INCH,AT TIME OF CUTTING(EXCLUDING TOP GROWTH). SOD SHOULD BE 11 08/19/25 AD ISSUED FOR BID y •Y y •Y y y y y y 1• y Z'^ y y y y y y y W y •« y y y .« .« y y y 'V 1• y y -y ;M; C';-. y y O• y y r( •Y\y y 6• y /y . y y y y .« y y . . . y .« .« y .« . . . .« y y •: :•�:[, ',> v •f„ W )I' i 4, f<' ' y y y r 0y y,__,��y___� 0 y y y y y y y y Y y y y y y y y y ,, N /�'_" '';3f'a/[" n � -LCC�- -LCCsD- -LCa?---� I VIGOROUS AND DENSE AND BE ABLE TO RETAIN ITS OWN SHAPE AND WEIGHT WHEN SUSPENDED 10 07108/25 AD REV.PER TOWN AND NYSDOT COMMENTS Krx i °" I �°n`;"" / _ ca VERTICALLY WITH A FIRM GRASP FROM THE UPPER 10 PERCENT OF THE STRIP. BROKEN PADS OR TW y y y y y y y y y y y y y y y W y y y y y y y y y y W WW{{ GD1 /u\/�� /{jOI��_„_ R.D. , y y .\ . ,4 .« . y \` �\ . . y y y y y . . * . . . . . . y y , . \ ,5 ,, TP �P TP TP TP 01 1200 GAL. TORN AND UNEVEN ENDS WILL NOT BE ACCEPTABLE. y W y y y y •« y W y y y y y y y •Y .« y y y .Y � �� �```�' !r"` �• 9 04/11/25 AD REV.PER TOWN AND NYSDOT COMMENTS \ SEPTIC TANK 4.FOR DROUGHT PRONE SITES,A SOD OF TURF-TYPE TALL FESCUE AND BLUEGRASS SHALL BE USED 8 02/05/25 AD REV.PER SCWA COMMENTS DATED 01/28/25 y W y y y y '« y y PROPOSED HYDRO y y y y TP TP -� S y W .« y y y y y y y\ y W y .« 1 STY. O ( INSTEAD OF STRAIGHT BLUEGRASS SOD. y y i• y y •Y .Y y SEEDED AREA(TYP.) \y y y y a y S y y y .« y y y .« y � p y L y y y y C,O, 7 01/27/25 AD REV.PER SCDHS COMMENTS DATED 01/24/25 ' c y y y y y y y y y y y y y y\_-y y y y W y y y y y y j - _ _ I I I 5.SOD SHALL BE HARVESTED,DELIVERED,AND INSTALLED WITHIN A PERIOD OF 36 HOURS OR LESS . .« . . .« .« a• . .« .Y . . y y (- eMn- �CA9� `CRg� •D• II�X121.P. DURING SUMMER MONTHS. 6 01/21/25 AD REV.PER UPDATED SEPTIC LAYOUT y . . y y y . . . . . y y . -V`�-i(7�{�J REV.PER UPDATED ELECTRIC AND RPZ WATER I �� - W y .« y y y y y y •.' y y , 91 ° ' 5 12/06/24 AD �' \ Tp y y y « y y y y rcrx � r- I ` 1 6.SOD STRIPS SHOULD BE LAID ON THE CONTOUR,NEVER UP AND DOWN THE SLOPE,STARTING AT SERVICE LOCATIONS \ �..`,_ y y y y J .�Q cn 14 w THE BOTTOM OF THE SLOPE AND WORKING UP. DURING PERIODS OF HIGH TEMPERATURE, 4 11/22/24 AM REV.PER UPDATED ELECTRIC AND TELECOM Kr), p � m C29' `-` - C/D = ' LIGHTLY IRRIGATE THE SOIL PRIOR TO INSTALLING THE SOD. PLACE SOD WITH SNUG,EVEN SERVICE LOCATIONS 1tA>�" �A9' � Z REV.PER TOWN COMMENTS DATED 09/11/24 AND \ �/ `14 ( cv C) LO JOINTS THAT ARE STAGGERED. ROLL OR TAMP SOD IMMEDIATELY FOLLOWING INSTALLATION TO 3 10/02/24 AM SCDHS COMMENTS DATED 10/02/24 ' \ \- c I \ I ENSURE SOLID CONTACT OF ROOT MAT WITH SOIL SURFACE. W W X , U5 z = I 2 D7/19/24 AM ISSUED TO TOWN Lit W � Q c� \ � � rr O PA�FRS '0 7.ON SLOPES THAT ARE STEEPER THAN 3:1,SECURE SOD TO SURFACE SOIL WITH WOOD PEGS, 1 05/14/24 DO REV.PER CLIENT COMMENTS o C1-Of I I WIRE STAPLES,BIODEGRADABLE PLASTIC SPIKES,OR SPLIT SHINGLES(8 TO 10 INCHES LONG BY '( � \ � crx O{?� I-` 3/4 INCHES WIDE). ANCHOR HEAVY JUTE OR PLASTIC NETTING TO THE CROWN OF THE SLOPE NO. DATE BY DESCRIPTION / --� 1 - B B I I FOR PROTECTION OF LIFTING AND UNDERCUTTING OF SOD. \ l \ � _ - _ o REVISIONS 8.IMMEDIATELY FOLLOWING INSTALLATION,SOD SHOULD BE WATERED(NOT DURING PERIODS OF -\ 16. I I INTENSE SUN)UNTIL MOISTURE PENETRATES THE SOIL LAYER BENEATH SOD TO A DEPTH OF 1 ° - INCH. MAINTAIN OPTIMUM MOISTURE FOR AT LEAST TWO WEEKS. \ ° -\ ,� ° ° 1 STY. Q N 1. / oll 1. ��cc��,, / ` \�Q �to° ___ 24 \2A / �� EXISTING R EED SPECIFICATIONS - ,.:`A, ` 0 \ \ � W•W' GRAVEL/DIRT DRIVE II I I HYD OS S (CATIONS _� / t \ / FF27.67A7 F� ;: „ v, 1.PRIOR TO SEEDING,AREA IS TO BE TOPSOILED,FINE GRADED,AND RAKED OF ALL ^ -__ "" "" ;ate PLANT SCHEDULE GRAPHIC SCALE DEBRIS LARGER THAN 2"DIAMETER. CIVIL � c IN I7 / 20 0 10 20 40 80 2.PRIOR TO SEEDING,CONSULT MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS. CODE QTY BOTANICAL/COMMON NAME SIZE CONTAINER NATIVE MATURE HEIGHT MATURE WIDTH NOTES: 3.SEEDINGRATES: 664 BLUE POINT ROAD, UNIT B 1.FOR CONTAINER-GROWN TREES,USE FINGERS OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER OF EVERGREEN TREES POTTING SOIL;THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER HOLTSVILLE, NEW YORK 1 1 742 JV 15 JUNIPERUSVIRGINIANA/EASTERN RED CEDAR 6-T B+B YES 30-60' 8-25' 2.THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH AFTER ( IN FEET ) PERENNIAL RYEGRASS 112LB/1000SQFT (631) 961-0506 PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. /� .(('++ KENTUCKY BLUEGRASS 1 LB11000 SQ FT 3. SOIL AMENDMENTS: 1 inch - 20 1L. www.Ke CivilEn ineerin .COm SHADE TREES *MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40%CLAY OR SILT)BY ADDING COMPOSTED PINE BARK(UP TO 30%BY RED FESCUE 1/2 LB/1 SQ FT �/ g g VOLUME)OR GYPSUMNOTES: SPREADING FESCUE 1/2 LB/1000 SQ FT AROG 1 ACER RUBRUM'OCTOBER GLORY'/OCTOB{R GLORY MAPLE 2112-3"CAL. B+B YES 40-50' 30 4O' *MODIFY EXTREMELY SANDY SOILS(MORE THAN 85%SAND)BY ADDING ORGANIC MATTER AND/OR DRY,SHREDDED CLAY LOAM 1 FOR CONTAINER-GRO%Wl SHRUBS,USE FINGERS OR SMALL HAND TOOL To PULL THE ROOTS OUT OF THE OUTER LAYER OF UPTO30%OFTHETOTALMIX POTTING SOIL;THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER, FERTILIZER(16.32.16) 2LB11000SQFT PROJECT NAME ORNAMENTAL TREES AVOID PURCHASING TREES WITH TWO LEADERS OR . 2 THOROUGHLY SOAK THE SHRUB ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH AFTER LIQUID LIME 1 GAU800 GAL.TANK AME 1 AMELANCHIER CANADENSIS/CANADIAN SERVICEBERRY 5-6' B+B YES 25-30' 15.20' REMOVE ONE AT PLANTING:OTHERWISE,DO NOT PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. COPR 6 CORNUS FLORIDA'CHEROKEE PRINCESS'/CHEROKEE PRINCESS DOGWOOD 5-6' B+B YES 15-30' 15-30' PRUNE TREE AT PLANTING EXCEPT FOR SPECIFIC 3. SOIL AMENDMENTS: TACKIFIER 35 LB/800 GAL.TANK ROMAN CATHOLIC CHURCH OF THE SACRED STRUCTURAL CORRECTIONS *MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40%CLAY OR SILT)BY ADDING COMPOSTED PINE BARK(UP TO 30%BY FIBER MULCH 30 LBI1000 SQ FT DO NOT STAKE OR WRAP TRUNK SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES VOLUME) HEART PROPOSED PARISH CENTER EVERGREEN SHRUBS HIGHER IN POORLY DRAINING SOILS *MODIFY EXTREMELY SANDY SOILS(MORE THAN 85%SAND)BY ADDING ORGANIC MATTER AND/OR DRY,SHREDDED CLAY 4.GERMINATION RATES WILL VARY AS TO TIME OF YEAR FOR SOWING. CONTRACTOR TO 14300 MAIN ROAD ILGB 71 ILEX GLABRA'SMNIGABI7'I GEM BOX®INKBERRY HOLLY 24-30" 3 GAL. YES 2-3' 2-3' T DOUBLE SHREDDED HARDWOOD MULCH(DO NOT LOAM UP TO30%OF THE TOTAL MIX 8"TO 12' IRRIGATE SEEDED AREA UNTIL AN ACCEPTABLE STAND OF COVER IS ESTABLISHED BY OWNER. PLACE MULCH IN CONTACT WITH TREE TRUNK) CUT BANDS OF WIRE BASKET AND FOLD AWAY FROM KL 10 KALMIA LATIFOLIA/MOUNTAIN LAUREL 3 4' B+B YES 5 15' 5-15' TOP OF ROOT BALLIK4 MATTITUCK, NY 11952 HOLE SHALL BE 21/2 TIMES THE WIDTH OF THE ROOT BALL ,"'.y. TOWN OF SOUTHOLD, COUNTY OF SUFFOLK DECIDUOUS SHRUBS 4-BUILT-UP EARTH SAUCER Y ANDd CS 1 CORNUSSERICEA/RED TWIG DOGWOOD 30-36" B+B YES 6-9' 7-10' ROPES AT TOP OF BALL SHALL BE CUT AND REMOVEDSAT TFOLDOP BALLSHAL/3OFBUL BE LAP TOPOED RUB ROOT BALL SHALL BE SET FLUSH WITH MANAGEMENT PRACTICES DIST.: 1000 SECT.: 114 BLOCK: 11 LOT: 1 BACKFILL SOIL°1 PART SOIL REMOVED. FOLD BACK TOP 1!3 OF BURLAP. FINISHED GRADE � � [ REMOVED.FOLD BACK TOP 113 OF BURLAP.ALL (BASED ON SOIL TEST)°3 PARTS NATIVE TOPSOIL ALL NON-BIODEGRADABLE MATERIAL SHALL T DOUBLE SHREDDED HARDWOOD MULCH(DO NOT NON-BIODEGRADABLE MATERIAL SHALL BE { •, „ i.-s•' ,.r£: BE REMOVED. /11 ORNAMENTAL'GRASSES REMOVED. "'"' PLACE MULCH AGAINST THE BASE OF THE PLANT) �, ":,°..;[ .•Nr _ i (1)ONLY ORGANIC FERTILIZERS SHALL BE USED WHERE THE DRAWING TITLE ,1.{ . .r 4-T DEEPER THAN ROOT BALL PV 10 PANICUM VIRGATUM/SWITCH GRASS 24-30" 2 GAL. YES 3 6' 2-3' �: ; .,;;r_ PLANTING HOLE SHALL BE 12"To tB° WATER-SOLUBLE NITROGEN IS NO MORE THAN 20%OF THE TOTAL �'"`' �I-."`" „i TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL "'£` e `'°' ,;;;.;r" CONTAINER-GROWN PLANT WITH ROOTS PULLED OUT UNDISTURBED SUBGRADE ::+ DEEP. FOR LARGER SHRUB ROOT " }' "'r' L:��`r •:,":- 4--r", ,, •••. €I;`.-,:I:t•,�• ,;: , Ip+;+•,:'�., 1:••+••" '.•�•" OF BALL NITROGEN IN THE MIXTURE. PERENNIALS BALLS,MAKE DEPTH MIN.4'DEEPER V :."": DIG WIDE.SHALLOW HOLE WITH TAPERED SIDES SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE THAN BALL. :;y�.?�•� »„.� ���' .J,•P. hr .w rY.�;x BACKFILL SOIL°1 PART SOIL AMENDMENT(BASED ON AGA 41 AGASTACHE FOENICULUM/BLUE GIANT HYSSOP 18-24" 3 GAL. YES 24 1.5 3' ..;f ,:_ ;;;,.:r > .,,� ; ,: �;, •;;,",,.,.•, .,:.!, SOIL TEST)°3 PARTS NATIVE TOPSOIL (2)A MAXIMUM OF t LB.OF NITROGEN PER 1,000 SQUARE FEET IN ANY REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT „ £ " BALLED AND BURLAPPED PLANT U " j;.:;.,;.,;:".MIS.:;,,;y%'33 :.::.:;..;:,.<':•;:.,;;,:; :;-(; }_:;I:"t.. '": ONE APPLICATION WITH A CUMULATIVE APPLICATION OF NO MORE IVR 70 IRIS VERSICOLOR/BLUE FLAG 6 12 1 GAL. YES 2-2.5 2-2.5 •:;:;,..:.:.,,;: 1;; '. . ,.;;£•{11.; <->t;:,;,(`.(i '.,_:�' ;,£;:,;r1fa-' ..., ` ~�., LANDSCAPE PLAN UNDISTURBED SUBGRADE THAN 2 LBS.PER 1,000 SQUARE FEET PER YEAR. EVERGREEN TREE PLANTING DETAIL SOIL SURFACE ROUGHENED TO BIND REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT2000 GROUND COVERS N.T.S. WITH BACKFILL SOIL. RAGL 38 RHUS AROMATICA'GRO-LOW'/GRO-LOW FRAGRANT SUMAC 15-18" 2 GAL. YES 1.5-2' 6-8' DECIDUOUS AND EVERGREEN SHRUB PLANTING DETAIL (3)THE APPLICATION OF FERTILIZER PRODUCTS CONTAINING NITROGEN,PHOSPHORUS,OR POTASSIUM BETWEEN NOVEMBER 1ST N.T S AND APRIL IIST IS PROHIBITED. DATE: 05/03/2024 Noyes. A �,�'+,,.,, - 1.THOROUGHLY SOAK THE GROUND COVER ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST (4)THE USE OF PHOSPHORUS-CONTAINING LAWN FERTILIZER IS ,4 A,: ✓'"" �l 1�� SCALE: ill=20' MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS, PROHIBITED UNLESS ESTABLISHING A NEW LAWN OR SOIL TEST t 6 NOTES 2.SOILAMENDM'.ENTS. 1. FOR CONTAINER-GROWN TREES,USE FINGERS OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER *MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40%CLAY OR SILT)BY ADDING COMPOSTED PINE BARK(UP TO 30%BY SHOWS THAT THE LAWN DOES NOT HAVE ENOUGH PHOSPHORUS. (,�1 �u G �� PROJECT NUMBER: 23200 LAYER OF POTTING SOIL;THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER VOLUME)OR GYPSUM FERTILIZER LABELS HAVE THREE BOLD NUMBERS.THE NUMBER IN 9 Z.i 2. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST 'MODIFY EXTREMELY SANDY SOILS(MORE THAN 85%SAND)BY ADDING ORGANIC MATTER AND/OR DRY,SHREDDED CLAY THE MIDDLE IS THE PERCENTAGE OF PHOSPHORUS IN THE PRODUCT, p , Ad MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. LOAM UP TO 30%OF THETOTAL MIX TO V Y,+,4 0,- C C`t DRAWING BY: AM 3. SOIL AMENDMENTS: 3,ALLGROUNDCOVERAREASSHALLBETREATEDWITHAPRE-EMERGENT PER MANUFACTURER'S SPECIFICATIONS E.G.,22-0-15.USEOfPRODUCTSWITH0.67NTHEMIDDLEORLOWER ,- .,,",41TFI0LD 31, MODIFY HEAVY CLAY OR SILT SOILS(MORE THAN 40%CLAY OR SILT)BY ADDING COMPOSTED PINE IS NOT RESTRICTED.PRODUCTS WITH A NUMBER HIGHER THAN 0.67 } BARK(UP TO 30%BY VOLUME)OR GYPSUM D A T 3.2. MODIFY EXTREMELY SANDY SOILS(MORE THAN 85%SAND)BY ADDING ORGANIC MATTER AND/OR DRY, SPACING CHART SPACING"D" ROW"A° MAY ONLY BE USED IF A NEW LAWN IS BEING ESTABLISHED OR A SOIL F IBC _. 2 CHECKED BY: MP SHREDDED CLAY LOAM UP TO 30%OF THE TOTAL MIX NOT TO SCALE TEST INDICATES IT IS NECESSARY. _ __ s"O.C. 6.93' APPROVED BY: NIP AVOID PURCHASING TREES WITH TWO LEADERS 8"O.C. 6.93' 11 OR REMOVE ONE AT PLANTING:OTHERWISE,DO 10"O.C. 8.66" NOTES NOT PRUNE TREE AT PLANTING EXCEPT FOR D a ALTERATION OR ADDITION TO THIS SPECIFIC STRUCTURAL CORRECTIONS 12"0C 10.40" IRRIGATION DESIGN NOTE ---y-(-' - SEAL& SIGNATURE: 1. ENSURE ALL WEEDS ARE CLEAR FROM AREA BEFORE PLANTING. DOCUMENT ExceP7 BY A LICENSED 2. SOIL MUST BE MOIST BUT NOT WATERLOGGED DURING SEEDING. DO NOT SEED DO NOT STAKE OR WRAP TRUNK D 15"O.0 t3.00" z _t PROFESSIONAL ENGINEER 13 A SET ROOT BALL FLUSH TO GRADE OR SEVERAL 18"O.C. 15.60' �jEW VIOLATION OF SECTION 7209, IMMEDIATELY AFTER OR BEFORE A STORM WITH MORE THAN 114"PRECIPITATION. INCHES HIGHER IN POORLY DRAINING SOILS IRRIGATION CONTRACTOR TO PROVIDE A DESIGN FOR AN IRRIGATION SYSTEM --- SUB-DIVISION 2,OF THE NEW YORK 3. FOR TOPSOIL AND OTHER NOTES,SEE SPECIFICATION. 24"O.C. 20.80" HOLE SHALL BE 21/2 TIMES THE WIDTH OF THE PLANTED ON CENTER SEE SPACING CHART) SEPARATING PLANTING BEDS FROM LAWN AREA. PRIOR TO CONSTRUCTION,DESIGN IS .��✓�� PILprTO'Q STATE EDUCATION LAW ROOT BALL CUT BANDS OF WIRE BASKET AND FOLD AWAY 36"O.C. 26 00" TO BE SUBMITTED TO THE PROJECT LANDSCAPE ARCHITECT FOR REVIEW AND f4 +¢ * FROM TOP OF ROOT BALL 36"0 C. 30.00" NEW TOPSOIL, T DOUBLE SHREDDED HARDWOOD MULCH(DONOT APPROVAL. WHERE POSSIBLE,DRIP IRRIGATION AND OTHER WATER CONSERVATION co ' DRAWING No: PLACE MULCH IN CONTACT WITH TREE TRUNK) 4'BUILT-UP EARTH SAUCER TECHNIQUES SUCH AS RAIN SENSORS SHALL BE IMPLEMENTED. CONTRACTOR TO VERIFY * tU1 TOPSOIL DEPTH ct SEE SPEC. ,,. P-4 \ W ROPES OF BALL SHALL BE CUT BACKFILL SOIL°1 PART SOIL AMENDMENT BASED 2"DOUBLE SHREDDED HARDWOOD MULCH MAXIMUM ON SITE DYNAMIC WATER PRESSURE AVAILABLE MEASURED IN PSI. PRESSURE 4:_� ",' T. I;•+-t-':'s ;, r z•:;"':;': :'•:,i..•- .::•'•• REMOVED FOLD BACK TOP 113OF BURLAP,ALL ( r NOT $" IALED z ON SOIL TEST)°3 PARTS NATIVE TOPSOIL (DO NOT PLACE MULCH AGAINST THE BASE REDUCING DEVICES OR BOOSTER PUMPS SHALL BE PROVIDED TO MEET SYSTEM .,SHALL BE 4-6"DEEP . .'^.. ... �; .r•.«•K.:'.•'•`:r''L.•s.•:4• 11� .:: " "+5^' '' NON-BIODEGRADABLE MATERIAL SHALL BE'r"_r.;---.: .--. �.••^,^a. „ ,�,•; OF THE PLANT) ,;. :." 0 L...........:...-:.." ;i ,...:. VALVES,PIPING,HEADS,BACKFL � tR „•. .......A..,. ......,r ....C....:.....,:, .:..,::---':.E"-•L::-:<..:::-:;.:r;..:.::�'d.:!z:-;.:.{.:s.:�:'-.x REMOVED. •••'•.. -'.` • I �i� .. ...:::r `s�>.:.,:.r s 1t ,. .. ::. : PRESSURE REQUIREMENTS DESIGN TO SHOW ALL VA <' F t "::l : SOIL SURFACE ...,: ,,. ..t` :.; .:I:,.;:i.. �...:::::;...:.;...:I [::....:r.._: :, ::... :� . :.:.,"-"' - 0 'j' l.€:...; ;. 4 6 DEEPER THAN ROOT BALL } • >- GENTLY PULL ROOTS AWAY FROM TOPSOIL _I_'; )::.;,>:.: ., ......„ -r.-;•,.,.. Y .,,:�,.:, _,;,. PREVENTION,METERS,CONTROLLERS,AND SLEEVES WITHIN HARDSCAPE AREAS. •�: ., ; ":., � �/ rr�� ROUGHENEDTO UNDISTURBED ?' " .;. �;;.. k -� MASS WITH FINGERS QgtiS Pv C_ "y v . . TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL O ` UNDISTURBED SUBGRADE f" - o :;%7•. ., ";.`-- BIND WITH NEW SOIL SUBGRADE ,,,."w,'.«� �; �s«.. 1: :b -:-- BACKFILL SOIL 1 PART SOIL AMENDMENT �4?: p�0� Ql _(i l{.' .. • .:i;': `.';{'•°^' ',li< (BASED ON SOIL TEST 3 PARTS NATIVE TOPSOIL DIG WIDE,SHALLOW HOLE WITH TAPERED SIDES SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE ) :.•: Know what's b@IOW. ,;b-.,;,....:;,;d;.£;;%�:-A.s�-;% =,.;trJ.:..;:ir<;.';;J;j�.l�'Z,;'.i, UNDISTURBED SUBGRADE t .I 1 1 LAWNPLANTING DETAIL REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT Call before you dig. N.T.S. TREE PLANTING DETAIL GROUND COVERIPERENNIAUANNUAL PLANTING DETAIL 1-800-272-4480 N.T.S N.T.S C PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 3 OF 14 Y:\Key CiviNlrojects12023t23200_0N Architecture_14300 Main Road-Mattituck\Drawings\Key CiviI0200--2025.08.19_SPP11_SPDES...RPZ3.dwg _1E GRADING & DRAINAGE NOTES 0 06 1� V11 25.60 S ITI, 25.71 All 25.75 1. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. G IC14 25,46 25.74 R.D.5 - LEGEND 2. STORMINATER RUNOFF COEFFICIENTS PER TOWN OF SOUTHOLD: EXISTING ITEM PROPOSED a. ROOF=1.00 .2' b. PAVEMENT/IMPERVIOUS=1.00 9� 1 6' PROPERTY LINE c. LANDSCAPE/PERVIOUS=0.301 25. 71 25.97 EXISTING S ' ONE STORY BUILDING 3. PROVIDE STORMWATER RUNOFF STORAGE FOR 3"RAINFALL PER TOWN OF SOUTHOLD REQUIREMENTS. ..... 20 jIl GRAI C-) MAS. CHURCH DOOR A 4. DRYWELL DESIGN CAPACITY:10'DIAMETER =68.42 CFNF Mari to66 EN/EXT r :j #14300 CONCRETE CURB 5. ALL PROPOSED DRAINAGE INTERCONNECTING PIPING SHALL BE SMOOTH WALL HDPE WITH A MINIMUM DIAMETER OF 15 p INCHES. "OUR LADY OF GOO CONCRETE 6. TOP OF EFFECTIVE DEPTH IN LEACHING STRUCTURES SHALL BE NO HIGHER THAN THE GRATE ELEVATION OF THE 03 D PAVEMENT • LOWEST INLET IN THE IMMEDIATE SYSTEM.• V! 1 .. I A 253 R COUNSEL R.C. CHUR( W -ifuck ffolkAvev CON WA ASPHALT PAVEMENT 25.1 7. GROUNDWATER WAS OBSERVED 21'-3"BELOW GRADE(EL.2.75)DURING FIELD WORK BY SOIL MECHANICS ON DECEMBER hve, L ....... . . . 2.5.44 A.C. HYDRO SEED 14,2017. r_- WETLANDS 0 LANDSCAPE AREA BOUNDARY 8. ALL LANDINGS AND WALKWAYS SHALL HAVE A MINIMUM OF 1.0% CROSS SLOPE AWAY FROM THE BUILDING OR SLOPE M rcD, SOD LANDSCAPE .0 TOWARDS AN INLET/LOW SPOT. r 2/ AREA .5 9. CONTRACTOR SHALL CLEAN ALL EXISTINGIPROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES AT THE C3 X FENCE END OF CONSTRUCTION. R.D, WALL 10. ALL ACCESSIBLE PARKING, CURB RAMPS, AND OTHER APPURTENANCES OF ACCESSIBLE ROUTES ARE TO MEET THE REQUIREMENTS OF THE 2020 NYS BUILDING CODE CHAPTER 11-ACCESSIBlLTY AND ICC/ANSI A117.1 -2009.ACCESSIBLE 25- UTILITY POLE STALLS SHALL HAVE NO SLOPE GREATER THAN 2.0% IN ANY DIRECTION AND THE PROPOSED SIDEWALK SHALL NOT EXISTING BS TIE-1 LIGHT POLE EXCEED A 5.0%RUNNING SLOPE AND 2.0% CROSS SLOPE. Map data 02024 Terms Report a map error ING ENT. ' 11. LOCATION OF EXISTING UTILITY SERVICES ARE UNKNOWN AND SHALL BE CONFIRMED INDEPENDENTLY BY THE VICINITY MAP w� PHO PARKING L OT.S. SIGN CONTRACTOR WITH THE UTILITY COMPANIES AND/OR PRIVATE MARK OUT COMPANIES PRIOR TO COMMENCEMENT OF N.T.S. r-\,j CONSTRUCTION. -7 FIRE HYDRANT > 0. R. 6. 12, ALL ELEVATIONS DENOTED ON THIS PLAN REFER TO NAVD88 DATUM. PROJECT DATA 1:3) . . . ow WATER VALVE APPLICANT/OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART > - 13. IF WET CONDITION IS ENCOUNTERED,CONTRACTOR SHALL USE 3,14"CLEAN WASHED STONE IN LIEU OF SAND BACKFILL. 27835 MAIN ROAD rn Ivj 44 x X ffm INLET 0 14. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO ENSURE THE SAFETY OF ITS EMPLOYEES,THE GENERAL P.O.BOX 926 fiATF PUBLIC. STRUCTURES TO REMAIN, ADJACENT PROPERTIES, PUBLIC R.O.W.'S, ETC. DURING ALL CONSTRUCTION AND CUTCHOGUE,NY 11935 24, 3 S., FI:4Fry `4. REMOVAL ACTIVITIES IN ACCORDANCE WITH FEDERAL. STATE, COUNTY AND LOCAL CODES AND REGULATIONS. THE TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 11,Lot 1 '24.47 DRYWELL 00 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) 2.4.27 DRAINAGE PIPE CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE(RO) rcrx 15. GRADING CONTOURS ARE FOR ILLUSTRATION PURPOSES ONLY AND SHOULD NOT BE USED FOR CONSTRUCTION. 24,42 '1` SANITARY MANHOLE CURRENT USE........................... CHURCH :4 PROPOSED USE......................... PARISH CENTER PROPOSED 22.5* I gNU� .4 COVER CLEAN-OUT C/O STORMWATER DESIGN CALCULATIONS EXISTING FOOTPRINT............... 8,567 SF THRUST BLOCK Lj (TYP.OF 2) I A GAZEBO PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) SANITARY PIPE SITE AREA=242,298.52 SF(5.5624 ACRES) COVERED ENTRY:273 SF 8 No/ TRIBUTARY DRAINAGE AREA=36,580.3 SF GROSS FLOOR AREA................ LOWER LEVEL......................................2,020 SF v i SANITARY BUILDING AREA=8,508 SF WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF 24 STRUCTURE PAVEMENTAMPERVIOUS AREA=14,726.9 SF TOTAL ..........................................10,528 SF 24.4 24.4 4.6 -W- WATER SERVICE -W PERVIOUS/LANDSCAPE AREA=13,345.4 SF TRIBUTARY AREAW PROPOSED 115"0 FIRE SPRINKLER STORAGE REQUIRED f�LDD HDPE PIPE @ 1.0% L IMPERVIOUS=6,106.8 SFx(3"/12)x 1.00 =1,526.70CF SLOPE MIN.(TYP.) SERVICE PERVIOUS=2,887.0 SF x(3"/12)x 0.30 = 216.53 CF A23 90� A TC 2:3�901j*.�_ I 1_� -G- -G TOTAL STORAGE REQUIRED =1,743.23 CF AUG 2 12025 -.5 BC 23.20j. . . . . . . GAS SERVICE STORAGE PROVIDED SOUTHOLD Town 244 ARA UNDERGROUND . . . . . . . . . . E- E- USE TWO(2)WO DRYWELLS WITH 13.0-EFFECTIVE STORAGE DEPTHS _PLIIP"IIGBOARD TAPER CURB TO . . . . I . . . **. 23.55 BRK. ELECTRIC SERVICE 2 DRYWELLS x 68.42 CFNF x 13.0 VF=1,778.92 CF ZERO REVEAL IN . . . . . . . .. . . . . . . . . . . . . . 1,778.92 CF IS GREATER THAN 1,743.23 CF,THEREFORE SUFFICIENT STORAGE IS PROVIDED. nt . . . . . 0* * * , , , , \ PROPOSED 115"0 PLNTR. SPOT GRAD THE LAST 2' JTT3.9�5. PROPOSED 15"0 . . . . . . . . .. . . . . . . . . . . E E�� HDPE PIPE @ 1.0% . . . . . . . . . . . . ... . - --- - - - - - - - - 4 HDPE PIPE @ 0.0% 11 08119/25 AD ISSUED FORBID . . . . . SLOPE(TYP.) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ��SLOPE TOP/BOTTOM OF +__iTC 00.00 TRIBUTARYAREA'13' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CURB ELEVATION STORAGE REQUIRED 10 07/08/25 AD REV.PER TOWN AND NYSDOT COMMENTS . . . . . . . . . lt�IPERVIOUS=8,479.9SFx(3"/12)xl.00 =2,119.98CF V . . . . . . . 46.1- U U4/11/25 AD REV.PER TOWN AND NYSDOT COMMENTS . . . . . . . . . . . . . . . . . . PERVIOUS=4,215.2 SF x(3*/12)x 0,30 = 316.14 CF (I U MIN.). . . . . . . . . . . . . . . . . . . . . . 1-53-- CONTOUR TOTAL STORAGE REQUIRED =2,436.12 CF . . . . . . . . . /7 7_2 TELECOM MANHOLE 8 02105/25 AD REV.PER SCWA COMMENTS DATED 01128/25 . . . . . . . . . . . COVER STORAGE PROVIDED .. . . . . . . . .LU . . . . . . . . . . B-3 . . . . 23.91 nT USE THREE(3)10'0 DRYWELLS WITH 13.0'EFFECTIVE STORAGE DEPTHS 7 01/27/25 AD REV.PER SCDHS COMMENTS DATED 01/24/25 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . TREE 3 DRYWELLS x 68.42 CFNF x 13.0 VF=2,663.38 CF V . . . . . . - "�/V- o: . . . . . . . E.A. 6 01121/25 AD REV.PER UPDATED SEPTIC LAYOUT TC 3.75 (10'MIN.). . . . . . . . . . . . .. . . . . . . . . . . . . . < 2,668.38 CIF IS GREATER THAN 2,436.12 CF,THEREFORE SUFFICIENT STORAGE IS PROVIDED. . . . MIN.). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23-85 2195 TAPER CURB TO LIMIIT OF CLEARING REV.PER UPDATED ELECTRIC AND RPZ WATER V� q .) __ .5 .. THE LAST 2' TRIBUTARY AREA'C' 5 12/06/24 AD SERVICE LOCATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . ./. . . . . . . . X' TC 24 175 - - TC 23.85 TC 23.92 ZERO REVEAL IN TC 2 57 &GRADE LCGD- 23.90TC . . . . . . . . . . . . . . . . . . -: 23.77. . . . . . . BC 23.65 . . . . . .2 BC 23.85 BC 23.92 BC 24.57 57 DISTURBANCE REV.PER UPDATED ELECTRIC AND TELECOM BC 23.35 TIC 24.45 TC 24.45 TC 24.25 23.87 STORAGE REQUIRED 4 11/22/24 AM SERVICE LOCATIONS �2390 TC 21.111•. . . 23 BC 23.95 BC 2395 . . ... . . sr 4.57 FIRE DEPARTMENT ROOF=8,508 SF x(3'712)x 1.00 =2;127.00 CF REV.PER TOWN C BC 23.50 .•.•. . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . .. . . CONNECTION(FDC) PERVIOUS=6,383.4 SF x(T/12)x 0.30 = 478.76 CF 3 10/02/24 AM COMMENTS DATED 09/11/24 AND S DATED 10/02/24 . . . . . . . . . • . . . . . . . . OT.S. TOTAL STORAGE REQUIRED =2,605.76 CF CDHS COMMENTOM TC 24.25 . . . .. . . . . 'N 24.33 24.00 . . . . . . . . . . . . . . . . BC 75 . . . . . . . . . . . . T_ 2 07/19124 AM ISSUED TO TOWN S10 BC 24.0 TC 24.93 STORAGE PROVIDED . . . . . . . . . . . . . . A A . . . . . . . . . . . . . . . . . . . . z TC 24.75 . . . BC 24.43 USE THREE 1 05/14/24 DID REV.PER CLIENT COMMENTS v REE(3)10'0 DRYWELLS WITH 13.0'EFFECTIVE STORAGE DEPTHS . . . . . . . . . . I . . . . . . . . TC 24.25 . . . . BC 24.25 • 3 DRYWELLS x 68.42 CFNF x 13.0 VF=2,668.38 CF . . . . . . . . . . . . . BC 24.25 TC BC 23.30 ;R2 2,668.38 CF IS GREATER THAN 2,605.76 CF,THEREFORE SUFFICIENT STORAGE IS PROVIDED. NO. DATE BY DESCRIPTION >< TC 24.75 A' 4 24.31 242 1 BC 24.25 <\ . .• .• .• . . . . .• .• .• . 4.2 TC 24.65 TC 23.90 24.38 .24.58 • op REVISIONS TC 24. 2 24,65 < . . . . . . ­ 24.15 TC 24.69 LLJ BC 24.25 . . . . . . . . . . . IC 24.2 • BC 24.69.80 CD 24.42 7 -A24 CD 24.70 24.75 d • .4 Ilk 14, L� 24.70 24.75 A b ' �� ° u jai°R d ,.,ti s, X 24;0 25.00 22' .4, 'k 24.8 X J'A r,I 24.30 LZ4�30 9.�J457.81 r< DRAINAGE STRUCTURE SCHEDULE 19.52' RD 25.0 4.90 A RD;' STRUCTURE EFFECTIVE RIMIGRATE TOP OF BOTTOM INVERT INVERT Cn a2a>rl /EN/EXI\ C...11,If I L I./N!3 1 P4 M F_R I r%1137-2 25. 25.00 NUMBER STRUCTURE TYPE DEPTH RINGS OF RINGS IN OUT 00 .24.95 :1��. r. 25.001:. i-n 25.00 4. PROPOSE D 10'0 PRECAST DRYWELL WITH FRAM E AN D 664 BLUE POINT ROAD, UNIT B o 0 C114 A-1 13' 22.35 20.75 7.75 19.00 GRATE HOLTSVILLE, NEW YORK 11742 0 25.00 -2 22.85 A PROPOSED 10'0 PRECAST DRYWELL WITH SOLD COVER 13' 20.75 7.75 18.80 18.80 co m (631) 961-0506 24.4 C9 24.95. .4 PROPOSED SINGLE-STORY PARISH www.KeyCivilEngineering.com 25.00 CENTER WITH UNFINISHED PARTIAL 'th: >< PROPOSED 7-6"x 4'PRECAST CATCH BASIN WITH FRAME: CELLAR B-1 23.05 ... --- --- 19.85 24.90 --- LU PROJECT NAME AND GRATE UNFINISHED PARTIAL CELLAR: - �`czy� ) �5' r \ ° B-2 PROPOSED 10'0 PRECAST DRYWELL WITH SOLD COVER 13' 23.45 21.50 8.50 19.50 ...Ljj 3 0 2,020 SF ROMAN CATHOLIC CHURCH OF THE SACRED Fi 124.85[--�-, FIRST FLOOR:8,508 SF 25.00 B-3 PROPOSED 10'0 PRECAST DRYWELL WITH SOLD COVER 13' 23.50 21.50 8.50 19.50 19.50 25.1 HEART PROPOSED PARISH CENTER COVERED ENTRY:273 SF25 cr, PROPOSED 6"0 .......... B-4 PROPOSED 10'0 PRECAST DRYWELL WITH SOLD COVER 13' 23.60 21.50 8.50 19.50 19,50 14300 MAIN ROAD HDPE PIPE @ 1.0% m '41 PROPOSED 4'0 PRECAST CATCH BASIN WITH FRAME AND SLOPE(TYP.) MATTITUCK, NY 11952 F.F. EL. 25.070 --- ... -5 --- --- N R GRATE B 22.85 19.95 1 1 TOWN OF SOUTHOLD, COUNTY OF SUFFOLK 2 25.00 RD RD rcr), .67 7 " RD!. RDL rn RD, 40 23' 2 0 DIST.: 1000, SECT: 114, BLOCK: 11, LOT: 1 RD T2 4.8 4 48 C-1 PROPOSED 10'0 PRECAST DRYWELL WITH SOLD COVER 13' 24.45 21.95 8.95 19.45 --- PROPOSED 6-0 + C-2 PROPOSED 10'0 PRECAST DRYWELL WITH SOLD COVER 13' 24.12 21.95 8.95 19.45 19.45 HDPE PIPE @ 1.0% 3 4, - + - + - I I I - I • DRAWING TITLE 41 41 41 - 41 4, -k + -41 14, .41 + 14, +11. - - -003-1- Wol- - _0011 PROPOSED 10'0 PRECAST DRYWELL WITH FRAME AND I SLOPE(TYP.) - T 7-T T T T T --v---v T---4- T --4- W-'4---4--­kT-,w-- C-3 13' 23.75 21.95 8.75 19.45 --- PROPOSED 15"� C�_ -G G G.-. . + G;: Q1_1 GRATE PARTIAL GRADING & HDPE PIPE @ 0.0% + 1p 1k Ilk -k 1p - - I I I W . ...... 0 SLOPE(TYP.) W ....... . ...... ..... - - - - - - - - W W ± ..:..,.:.:. - - - .1r._ � C 15 \I, -41 "-Coo B rx- + - - - - - - (TYP.) DRAHNAGE PLAN RJ -F A 1px 0 . ...... .. - - - - - - 1 STY. 0 DATE: 05/03/2024 CS) rm 24.3 0® 23.3 I�W rcr), ®41 C ,rLCW 00 800 SCALE: 20' . . . GR 23.75 - APPROVED BY 0 0 0 0 0 PROJECT NUMBER: 23200 1k rcr), rcr 1[' 0 C-4 L.Li PLAM 0 ® L_ C--) - 0 DRAWING BY: AM LCGD-'- C/) UTHOLD TOWN OF SO Cn CHECKED BY: MP `eve `cif rcrx 24.6 W.W. x Cn cn L-Li DATE APPROVED BY: MP ALTERATION OR ADDITION TO THIS rcrx 0 SEAL&SIGNATURE: DOCUMENT EXCEPT BY A LICENSED 2 4.4 00 0 0 0 OF ENGINEER IS A 1 vvwvv VIOLATION OF SECTION 7209, 23.2 rox 0 0 SUB-DIVISIGN 2.OF THE NEWYORK Cox 0 0 W. ILiOi STATE EDUCATION LAW C71. 0 ro-), N7 O-W M DRAWING No: ul W e GRAPHIC SCALE - NO IALED 24 23.6 JO. 0 20 0 10 20 40 so W.W. N89. 5a 23.6 FF27.67 0816 �4 / / / v 275.45- C-4 SOOD1 OPE( IN FEET ) Know whavis below.24 rcrx TEPS Call before you dig. 1 inch = 20 ft. TRIBUTARY AREA MAP 4 1-800-272-4480 SCALE:1 80' MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 4 OF 14 YAKey CivilTrojects\2023\23200-A41\1 Architecture 14300 Main Road..Mattjtuck\Drawings\Key Civi"02002025.08.19.SPIP'l1 SPDES.-RPZ3.dwg I SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES NOTESSjr N7 23.55 - 1. ALL SANITARY PIPING, STRUCTURES,AND ASSOCIATED APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH - I 00 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES DIVISION OF ENVIRONMENTAL QUALITY STANDARDS FOR APPROVAL 1�\ ,.-. `._- � �•, ;'� � �` �w �•.`�-r. --"_ \ ,/� Pam,. OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR OTHER THAN SINGLE-FAMILY RESIDENCES, DATED I. rso O DECEMBER 29,2017. I �o ',r tGR ry 85 2. SEWER LINE REQUIREMENTS: I i '• `" �- a. GRAVITY SEWER LINES AND FITTINGS SHALL MEET OR EXCEED ASTM STANDARD D-3034 FOR PVC SEWER PIPE WITH A PROPOSED TO FIRE SPRINKLERyr 9 18 tI MINIMUM SDR-35 RATING,UNLESS OTHERWISE INDICATED. SERVICE 25 y6,3a b. PVC PIPE AND FITTINGS SHALL BE PROVIDED WITH INTEGRAL BELLS AND SPIGOTS AND RUBBER SEALING RINGS.THE 11a�r1� 7 \ TO�B Z'o ,``� SEALING RINGS SHALL MEET THE REQUIREMENTS OF ASTM STANDARD F-477.ALL SEWER LINES SHALL BE STRAIGHT, 110 ML�\�1 AND COUPLINGS SHALL BE SECURELY INSTALLED AND BE WATERTIGHT. /i �` �' �`' .. 1 � a c. ALL GRAVITY SEWER LINES SHALL HAVE A MINIMUM DIAMETER OF SIX(6)INCHES AND BE BURIED BELOW GRADE. \ �`' OI111 20.34 ?0 d. WHERE PRACTICAL, GRAVITY SEWER LINES SHALL NOT BE INSTALLED IN GROUNDWATER. FOR INSTALLATIONS THAT 25.6' „ ;166 0�0 PROPOSED UNDERGROUND WATER ) z ARE PLACED IN GROUNDWATER, THE SEWER PIPING SHALL BE CONSTRUCTED OF PRESSURE RATED PIPING AND (10'MIN. SERVICE.CONTRACTOR TO \2/ / ' TESTED TO ENSURE TIGHTNESS PRIOR TO OPERATION.MAXIMUM PERMISSIBLE LEAK RATE IS 114" N 8 HOURS. COORDINATE WITH UTILITY COMPANY 7? ~ - -- 2;15 W C� e. THERE SHALL BE A MININIUPA TWO FOOT LENGTH OF CAST IRON SEWER LINE EXTENDING THROUGH THE FOUNDATION. - -, ,` _ I ® 1/BtltUCk (BY OTHERS UNDER SEPARATE UTILITY �� �qt9 f. HOUSE CONNECTIONS SHALL HAVE A MINIMUM PITCH OF 1/4"PER FOOT. \ HIGHWAY WORK PERMIT FROM NYSDOT) zbo_5�. W'' z7 2'`'3 t� 4 t{)I -Ave 1 g. ALL HOUSE CONNECTION SHALL BE PROVIDED WITH ACLEAN-OUT AT THE FACE OF THE BUILDING. h. HOUSE CONNECTIONS SHALL BE STRAIGHT WITH NO BENDS IN SEWER LINE TO THE MANHOLE. 0 S- ' // 1a101e ( WETLANDS 1 (SDRPROP305)ATSED t/8"//FTC � £?"� 4m d N11DTH 3. SEWER MAIN/LATERAL SEWER REQUIREMENTS: z °o MIN.SLOPE BOUNDARY II 22' a. SEWER MAIN AND LATERAL SEWERS SHALL HAVE A UNIFORM SLOPE AND BE LAID WITH A STRAIGHT ALIGNMENT, ;- e.o W - LIN 16 R�V'1 E MAIN 5 WITHOUT BENDS.WHEN REQUIRED,APPROVED MANHOLES MAY BE UTILIZED WHERE SEWERS CHANGE DIRECTION OR 16' z s3 �4Zs DOU YELLOWzns3 • �66 21 SLOPE. FUTURE 50%EXPANSION ` \ b. HOUSE OR BUILDING SEWERS SHALL BE CONNECTED TO MAIN OR LATERAL SEWERS WITH APPROVED WYE FITTINGS. \ ( s 1 �- 2342 24 LEACHING POOLS _ �� ��� m 6 C ^ \ c. SEWERS SHALL BE PROVIDED WITH MANHOLES AT INTERVALS NOT TO EXCEED 400 FEET. -27- ; - {�LlN $7 \ d. SEWER MAIN AND LATERAL SEWERS SHALL HAVE A MINIMUM DIAMETER OF 8 INCHES,AND SHALL HAVE A MINIMUM a h 60 25 o PST. +� - r wux '1•° SLOPE OF 0.4%.10 INCH DIAMETER SEWERS SHALL HAVE A MINIMUM SLOPE OF 0.28%. X ' �'L___ 502 ANC• ) _ 30.9 � 7 3��� _---- N wM,m \ -�\ 00 e. SEWER MAIN AND LATERAL SEWERS THAT HAVE LESS THAN 2 FEET OF COVER OR ARE NOT PLACED ON VIRGIN SOIL �' �'-� 6.x,,,,, �° PROPOSED ELECTRIC _ RPZ• �� I I` SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE(DIP). (10'MIN.) _ Map data 02024 Terms Report a map error SERVICE TO ""' �" _ ?543® � �- cowc, ( ) TRANSFORMER.�' q 26 \ \GRASS �' i ^ f. SEWER MAIN AND LATERAL SEWERS THAT HAVE BETWEEN 2 FEET AND 4 FEET OF COVER SHALL BE CONSTRUCTED OF \ °' REFER TO PLANS BY z6.z5 z6,°I "` / .� �� ; ✓ I ca DR18 OR DUCTILE IRON PIPE. TC 24.45 23.90 23,87 23.77 ���' ! VICINITY MAP 2619 O PROPOSED RPZ WITHIN HEATED o g. SEWER MAIN AND LATERAL SEWERS THAT HAVE OVER 4 FEET OF COVER MAY UTILIZE SDR-35 PIPE. BC 23.95 / N.T.S. OTHERS FOR MORE ENCLOSURE ON CONCRETE PAD. INFORMATION. 4lgx \ 22 TC 24.45 /.� S-3 _ f- - _ r REFER TO BACKFLOW GAS \ �` � °� � 4. SEPARATION OF SEINER AND DRAINAGE LINES REQUIREMENTS: TC 24.25 %y _ 8. � � 1 TC 24.15 _ Nto� PREVENTER PLAN FOR MORE 0 a. SEWERS SHALL BE LAID AT LEAST 5 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED DRAINAGE LINE. THE BC 23.75 BC 23.95 - MAN' BC 23.65 PROJECT DATA 5.98 z6eo � �• (MIN.) � INFORMATION. \ Sys \ ( N / DISTANCE SHALL BE MEASURED EDGE TO EDGE. 1 4 s-4 PROPOSED ELECTRIC m \ E' CROSS ?s ( ` b. IN THE EVENT THAT THE DRAINAGE LINE MUST CROSS OVER THE SEWER LINE, THE SEWER LINE MUST BE A F, APPLICANT/OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART PROPOSED FDC MOUNTED ` TC 23.90 TC 23.80 27835 MAIN ROAD SERVICE TO HEATED ON HEATED ENCLOSURE. � STATUE � I I / CONSTRUCTED OF DUCTILE IRON PIPE(DIP)UNLESS A SEPARATION DISTANCE OF 18 OR MORE INCHES IS MAINTAINED. \ ``. B C � BC 23.40 BC 23.30 ENCLOSURE FROM ' I ! ' c. IN THE EVENT THAT THE SEWER LINE MUST CROSS OVER THE DRAINAGE LINE, THE SEWER LINE SHALL BE - P.O.BOX 926 REFER TO PLANS BY OTHERS \ PROPOSED BUILDING. ` V I CONSTRUCTED OF DUCTILE IRON PIPE DIP FOR A DISTANCE OF 3 FEET HORIZONTALLY INTO VIRGIN SOIL. �^�, - n- CUTCHOGUE,NY 11935 REFER TO PLANS BY� � 2 FOR MORE INFORMATION. \E \ � ( I (DIP) '� �� \ „• --- 2K �--- 25s1 coNc WALK 25.s1 ,,,. 25 3 I d. IF PERIMETER ROOF DRAINAGE PIPING IS INSTALLED NEAR THE FACE OF THE BUILDING,ALL HOUSE CONNECTIONS 24 �\ TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 11,Lot 1 OTHERS FOR MORE 25 s 1� s.�REEL -1? - \ Z''99 I MUST BE CONSTRUCTED OF DUCTILE IRON PIPE FOR 10 FEET FROM THE BUILDING. `�-` n z n 5 I TC 24.25 \ INFORMATION ' / / PROPOSED FIRE ALARM WIRING. os.o. 9 N = SITE AREA.................................. 242,298.52 SF(5,5624 Acres) ms. REFER TO PLANS BY OTHERS \ ❑AC. a.o.o a 2590 p BC 24.25 �\ 5. SEPARATION OF SEWER AND WATER LINES REQUIREMENTS: TC 24.75 _ '� CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE RO 25.6o FOR MORE INFORMATION. \ 2575 r * zsa8 CONIC. 3e. A. PARALLEL INSTALLATION BC 24.25 �S� ( ) t� ALK J. - PROPOSED 4"0 PVC(SDR-35) 25.7t \ \ 7 ! a. SEWERS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER MAIN OR TC 24.25 CURRENT USE........................... CHURCH + _ s \ AT 1/8*/FT MIN.SLOPE 25.7a .._:: s: s TF2a. LATERAL THE DISTANCE SHALL BE MEASURED EDGE TO EDGE. BC 24.25 ••..�;;::...,,• - � L, � ` � PROPOSED USE......................... PARISH CENTER z5 25.a7 e z B. CROSSINGS ' A 1 Oal STORY 0 0 a. THE CROSSING OF WATER AND SEWER LINES SHOULD BE AVOIDED UNLESS PROVEN ABSOLUTELY NECESSARY. TC 24.75 5' \ B C \ TC 24.75 24.65 EXISTING FOOTPRINT............... 8,567 SF ' PROPOSED 45° G \ Z 14300 TF2O TO43 ' b. WATER LINE OVER SEWER LINE: IN THE EVENT THAT THE WATER LINE MUST CROSS OVER THE SEWER LINE, THE BC 24.25 (MIN.) \ MAS. CHURCH o. BC 24.25 PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) FOLLOWING CONDITIONS SHALL BE MET: S-2 ' THRUST BLOCK \ x - • SEWER LINES SHALL BE LAID BELOW THE WATER LINE AND PROVIDE A SEPARATION OF AT LEAST 18 INCHES \ COVERED ENTRY:273 SF (TYP.OF 2) OUR LADY Of GOOD ,, r _ 24.75 24.70 GROSS FLOOR AREA................ LOWER LEVEL......................................2,020 SF zs ao 25.3 CONC.W 03 R COUNSEL R.C. CHURCH" D. `I BETWEEN THE BOTTOM OF THE WATER LINE AND THE TOP OF THE SEWER LINE;AND 24.80 2538 \ E N • SEWER LINE JOINTS SHALL BEAT LEAST 10 FEET FROM THE POINT OF CROSSING;AND I I I I I I \ \ (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF zs a+ ,• tic. GRASS • WHEN IT IS NOT PRACTICAL TO OBTAIN AN 18 INCH SEPARATION, BOTH THE WATER AND SEWER LINES SHALL BE 24 80 24.80 I I I I I I \ 7 TOTAL...................................................10,528 SF > EXISTING SANITARY g SYSTEM TO REMAIN CONSTRUCTED OF PRESSURE PIPE AND HAVE A MINIMUM SEPARATION OF 12 INCHES BETWEEN THE BOTTOPA OF _ z � o 25.zs 1 m_ rrlpwE_ THE WATER LINE AND THE TOP OF THE SEWER LINE. c' � TC 24.65\ `� \ z.- _ (OUTFALL#1) M 24.80 ^--- O d' PROPOSED 6"0 � C. SEWER LINE OVER WATER LINE: IN THE EVENT THAT THE SEWER LINE MUST CROSS OVER THE WATER LINE, THE " b BC 24.15 \ �� G V D N m �I n ' FIRE SPRINKLER 45 -� / a'0' z ' _'� FOLLOWING CONDITIONS SHALL BE MET: 24.30 24.30 TC 24.75 24.80 \ \ i ��L� _ 24.80 24,95 PROPOSED 4"0 BC 24.25 25.00 0 J o :iERVICE - EXISTING k I • ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO MAINTAIN LINE AND GRADE;AND \ \ 25.00 PROPOSED 3/4"0 PVC(SCHEDULE \ ' EEW. • WATER LINE AND SEWER LINE JOINTS SHALL BE AT LEAST 10 FEET FROM THE POINT OF CROSSING;AND PVC(SDR-35)AT 40)ELECTRICAL CONDUIT FROM AUG 2 1 2�25 m v / ASPHALT PARKING b • THE ENTIRE LENGTH OF SEWER LINE BETWEEN ADJACENT MANHOLES OR OTHER SANITARY STRUCTURES SHALL BE 1/4'/FT MIN.SLOPE PULLBOX TO HYDRO-ACTION X 1;i J o a PROPOSED IN GROUND--� "" SOUL I�_ti 1 4i`N EL Z m > o 0. m ti� CONSTRUCTED OF MATERIALS AND JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS OF PUMPS(TYP.OF 2) O o R.0 MANHOLE WITH REMOTE PLC': PLAPd" ^ .F;n i CONSTRUCTION:AND twn rV n 3 , w,Y 25. 00 C/0 CONTROL PANEL WITH HP-150 m � • A VERTICAL SEPARATION OF AT LEAST 18 INCHES SHALL BE PROVIDED BETWEEN THE BOTTOM OF THE SEWER LINE 25.00 ONE 1/2"0 PVC(SCHEDULE REFER TO PARTIAL - �NG•W COMPRESSOR(TYP.OF2) 24.+7 \ AND THE TOP OF THE WATER LINE. PROPOSED 80)AIR LINE FROM �,.," -..- 24.77 SANITARY PLAN :; ?'; s` • CLEAN-OUT 85 COMPRESSOR(TYP.OF 2) Q 11 08/19/25 AD ISSUED FOR BID r v 41 2412 >� 00 TO GRADE PROPOSED 2"0 J 2 ' --,� ,• .l\ > ' /'PROPOSED 22.5° (THIS SHEET) 2435 W I n Q O LEGEND 25.00 SAN INN. 21 90 PROPOSED 2"0 VENT PVC VENT LINE ( 10 07/08/25 AD REV.PER TOWN AND NYSDOT COMMENTS THRUST BLOCK I GAZEBO / IBWE � x<: 18"ABOVE GRADE :i!(TYP.OF 2) I TF2®8 I EXISTING ITEM PROPOSED y WITH CARBON FILTER ,,, -J 9 04/11/25 AD REV.PER TOWN AND NYSDOT COMMENTS i- _J I 24 ( ' ®� PROPERTY LINE LI-Lci2 O �� � m i f� 246 O 8 02/05/25 AD REV.PER SCWA COMMENTS DATED 01/28/25 r' .J- ' '�' '` \ ? 2°a ' 24.a W BUILDING PARTIAL SANITARY PLAN I \ I 7 01/27/25 AD REV.PER SCDHS COMMENTS DATED 01/24/25 2a5 VINyC TC 23.90i t/� SCALE:1"=10' J G1u 2.4.4 \ �_ 2405 I DOOR ENJ EXT 6 01121/25 AD REV.PER UPDATED SEPTIC LAYOUT O BC 23.90 �� CONCRETE CURB SANITARY DENSITY CALCULATIONS GENERAL NOTES �- -?3:3-�""�•"� '' pR�• ,� REV.PER UPDATED ELECTRIC AND RPZ WATER 3 U -� .-..- 0 as .. 5 12/06/24 AD O ` TC 23.95 ! °` I B SERVICE LOCATIONS C - ' BC 23.45 14.T 23 V� � fl 2a.ao 1 23.59 CONCRETE .�..• • SITE IS LOCATED IN GROUNDWATER MANAGEMENT ZONE IV=600 GPD/ACRE REV.PER UPDATED ELECTRIC AND TELECOM -' ' 23 (10'MIN.) I 0 PAVEMENT TOTAL ALLOWABLE SANITARY FLOW=5.5624 ACRES x 600 GPDIACRE=3,337.44 GPD 1. APPLICANTlOWNER 4 11122/24 AM SERVICE LOCATIONS EL. _ ±24.00 GROUND SURFACE ROMAN CATHOLIC CHURCH OF THE SACRED HEART t7 / N i-__ p / ASPHALT PAVEMENT ---� REV.PER TOWN COMMENTS DATED 09111/24 AND I TC:?3.75 ' t -- ( 4`' s £ ( 1 EXISTNG/PROPOSED USE 23835 MAIN ROAD 3 10/02/24 AM / 24.13 C z6 23 r DK BRN.ORG.LOAM SCDHS COMMENTS DATED 10/02/24 BC;?3.25 5 Ze .72 23.4 HYDRO SEED 1 EXISTING CHURCH=360 SEATS x 1.5 GPD/SEAT =540.00 GPD P.O.BOX 926 2365 1 1 LANDSCAPE AREA 1 {0l){ � 2 07119/24 AM ISSUED TO TOWN TC 23.85 -(/ TC 23.55 Z 1 I EXISTING RECTORY(SINGLE FAMILY RESIDENCE) =300.00 GPD CUTHCHOGUE,NY 11935 23.90 gC 23.35 1 GR 22.35 I(J}` 0 GR 23.05 0 2a.=6 2-'s C' F6 SOD LANDSCAPE BRIM.SILTY SAND LOAM,TR. ( i PROPOSED PARISH CENTER =1,345.00 GPD -- 23 .� 4.57 24.36 24.18 1 05/14/24 DO REV.PER CLIENT COMMENTS ms. Ors AREA 1 ROOTS I TOTAL DENSITY FLOW REQUIRED =2,185.00 GPD 2. REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. S TC 24. 00 'L5 I I 2 (OL)(�) 24.00 BC 23.50 ' V X FENCE i NO. DATE BY DESCRIPTION TC 24.75 TC 23.85 EXISTING 1-1/2" 0 Q - BRN.F-M SAND,TR..SILT, THE REQUIRED DENSITY IS LESS THAN THE PERMITTED DENSITY,THEREFORE THE LOT IS 3. GROUNDWATER WAS OBSERVED 21'-3"BELOW GRADE(EL. 2.75)DURING FIELD WORK BC 24.25 24 BC 23.85 DOMESTIC WATER WALL 7 GRAVEL SUFFICIENT. BY SOIL MECHANICS ON DECEMBER 14,2017. > o 1 24.70 24 a ��� SERVICE Q 3 (SP)(3b) ` • REVISIONS 0 I M, UTILITY POLE r 0 4. REVIEW OF THE AVAILABLE GROUNDWATER ELEVATION DATA FOR THE AREA AROUND BRN.SAND,TR.SILT.GRAVEL �l 3 2475 _ 12 (SP)(3b) SANITARY SYSTEM SIZING CALCULATIONS THE SUBJECT SITE REVEALS THE HIGHEST EXPECTED GROUNDWATER ELEVATION OF )5.00 24.80 24.80 25.00 ! ,� / Q 25 l •- ># LIGHT POLE ! Ib 3.58(NAND 88)AT THE SUBJECT SITE.THIS ELEVATION WAS DERIVED BASED ON THE wrrr. / ,� `_' M PARISH CENTER: , BRNJ TAN FINE SAND,TR.SILT, O • HIGHEST AND CLOSEST GROUNDWATER ELEVATION DATA RECORDED ON USGS 25.00 - -L,MsD-- ms SIGN - 13 GRAVEL HOUSE OF WORSHIP WITH MEETING ROOMS=4,523 SF(269 OCCUPANTS) MONITORING USGS WELL#405830072331502-S 6558.2 19.94 57.81':: y:. N z5.a 24.90 19. 1' .ErxT zA NON-MEDICAL OFFICE=981 SF v, a � i (SP}(38) e STORAGE 5 SF ' F .:°", � / • r ur' v± N FIRE HYDRANT • 0 =1,54 I d- 2+. I 5 � 5. THERE ARE NO KNOWN EXISTING WELLS PRESENT WITHIN 150' OF THE SUBJECT PROPOSED SINGLE-STORY PARISH CENTER 25.00 �' 1 BRNJ TAN F-M SAND,TR.SILT, za.a 0 PROPOSED GAS PROPOSED GAS r 10 GRAVEL PROPERTY. m ow WATER VALVE + CALCULATIONS CID WITH UNFINISHED PARTIAL CELLAR METER SERVICE �' 1 7 24.95 � 25.00 _ �` {SP)(3b} , SANITARY FLOW } UNFINISHED PARTIAL CELLAR:2,020 SF r .p 24.90 PROPOSED a INLET [� • 6. THERE ARE MAPPED DEC WETLANDS WITHIN 300'OF PROPERTY BOUNDARY. REFER j 6 10 BRIM.FINE SAND,TR.SILT, 0 ® 0 HOUSE OF WORSHIP WITH MEETING ROOMS=269 OCCUPANTS x 5 GPD!OCCUPANT=1 345.00 GPD TO VICINITY MAP FOR ILLUSTRATION OF PROXIMITY OF WETLANDS TO PROPERTY �,� u TELECOMMUNICATIONS O TOTAL SANITARY FLOW =1,345.00 GPD j 4 �•> 2a.B5 25.01 FIRST FLOOR:8 508 SF v N 25.00 SERVICE.REFER TO I ` ( DRYWELL GRAVEL BOUNDARY. i '. ,, �,r, COVERED ENTRY:273 SF �� (SP)(3b) • PLANS BY OTHERS FOR � �0 F.IF.EL25.00; ' ' B-Z/ " MORE INFORMATION. ae � ` L * 7. THE CONTRACTOR MUST NOTIFY THE TOWN ENGINEERING DIVISION AND SCDHS 24 664 BLUE POINT ROAD, UNIT B 97.2T: 5a / GRAYINATER FLOW 0 40.23' DRAINAGE PIPE • HOURS IN ADVANCE OF THE COMMENCEMENT OF ANY ON-SITE DRAINAGE,SANITARY, HOLTSVILLE NEW PORK 11742 nz4aa Lv 0 HOUSE OF WORSHIP WITH MEETING ROOMS=269 OCCUPANTS x 2.5 GPD IOCCUPANT=672.50 GPD > i CURB,OR PAVING WORK. 1 25.00 25.00 I d O 25.1 SANITARY MANHOLE 15 BRNJ TAN F-M SAND,TR.SILT, i 0 (6 311 9 61-0 5 0 6 25.00 101 w ^ ® ® 7 GRAVEL • 0 0 TOTAL FLOW=1,345.00 GPD+672.50 GPD=2,017.50 GPD 8. ALL ELEVATIONS DENOTED ON THIS PLAN REFER TO NAVD88 DATUM. www.KeyCivilEngineering.com �-- � \ G. ----�+=i�.L� T-�•�:aa"-'•T---�a--T --T--�c Tr---�r-T � � COVER c/o d�cr�y `0 ��0 N ��� 3 W _ aA. e CLEAN-OUT 7 (SP)(3b) 0 O I/A OWTS(FOR SANITARY FLOW) 3' ?y J a ✓\ \� aam� t' TF2571 ma`s SEPTIC TANK 00 0 * • MINIMUM REQUIRED CAPACITY=1 DAY TOTAL FLOW=2,017.50 GPD x 1 DAY=2,017.50 GALLONS UTILITY CROSSING TABLE PROJECT NAME ti s SANITARY PIPE O \ D T 1 STY. C.• s TF s.z7 N 25 `L PROPOSED 24.3 PROPOSED 1-1/2" s I BOTTOM OF UTILITY O 0 23.3 Q D. 8'0x12'LP. n SANITARY 0 USE(2)HYDRO-ACTION AN-1100C CROSSING TOP OF UTILITY BELOW CLEARANCE TRANSFORMER. DOMESTIC WATER ® ABOVE ROMAN CATHOLIC CHURCH OF THE SACRED 233 ,' GR 23.75 REFER TO PLANS BY SERVICE ^ TREATMENT VOLUME=2,200 GALLONS u7 STRUCTURE�- zs.z t I 24 (EXCEEDS REQUIRED CAPACITY OF 2,017.50 GALLONS) Q 23.00(TO STORM) 20.50(WATER) 2.50' HEART PROPOSED PARISH CENTER in ,,"� > �"-� OTHERS FOR MORE R ` E 1 W WATER SERVICE W r5 • G,W,T. O ' INFORMATION. `4 TR. • 14300 MAIN ROAD Z' 0 0 24.6 W.W. W FIRE SPRINKLER S BRN..F-M SAND, O EL.=2.75 LEACHING POOLS 20 23.00(6"0 STORM) 21.50(GAS) 1.50' Q 4r R U PAI�j� n I I SERVICE s GRAVEL ® � DESIGN FLOW =2,017.50 GPD 3 23.00(6"0 STORM) 21.50(ELECTRIC) 1.50' MATTITUCK, NY 11952 24.4 (SP)(3b) LEACHING RATE =1.5 GPD/SF • f TOWN OF SOUTHOLD, COUNTY OF SUFFOLK 212 \ `0 0 -_ 0 - �ti ay B. rz EXISTING SANITARY G GAS SERVICE G r REQUIRED SIDEWALL AREA =2,017.50 GPD!1.5 GPD/SF=1,345.00 SF ® 23.00(6"0 STORM) 21.50(TELECOM) 1.50' DIST.: 1000, SECT,: 114, BLOCK: 11, LOT: 1 \ 0 SYSTEM TO REMAIN UNDERGROUND S • 0 \ 24.9 (OUTFALL#2} E ELECTRIC SERVICE E • 0 USE THREE(3)LEACHING POOLS WITH 11.3'EFFECTIVE DEPTH AND ONE(1)LEACHING POOL WITH ❑5 22.50(ELECTRIC) 21.00(15"0 STORM) 1.50' 24 236 ? /� 1 �• DnsnNG 10 0 11.5'EFFECTIVE DEPTH. \ \� \ 0 s� \ W.W. B2481 00.00 25 �1 NOTE:PROVIDED CROSSING INFORMATION IS APPROXIMATE.CONTRACTOR TO rrz7.87 GRRAAVEL DIRT DRNE SPOT GRADE TOTAL STORAGE PROVIDED=31.42 FT x 45.4 VF=1,426.47 SF DRAWING TITLE '3.6 WooO ,X k, END OF BORING 25'-0" FIELD VERIFY EXISTING LOCATIONS AND ELEVATIONS PRIOR TO CONSTRUCTION (EXCEEDS THE REQUIRED SIDEWALL AREA OF 1,345.00 SF) J STEPSWOOD A C za.s I TOP/BOTTOM OF TC 00.00 AND NOTIFY ENGINEER OF RECORD OF DISCREPANCIES IN WRITING 24, 0 N I N 1 r PROVIDE TWO(2)EXPANSION LEACHING POOLS \ •, e25.02 TF24.79 I CURB ELEVATION BC_00.00 w `Cif I ��...` _�.- w ;. SCTM NO.: 1000-114.00-11.00-001.000 SANITARY UTILITY PLAN N Z LLJ o¢ N� \ a i 1 ` �m Q I - CONTOUR 157 111fl Slj CLASSIFICATION o I S'5 �� 247 a� 24.5 24.8 c4m O TELECOM MANHOLE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL x ER W o m I Q �� 0 0 w7 ( I y 0 TREE BORING LOG DATA SHEET SCDHS REFERENCE NO. C24-0297 Q w N n (BORING BY:SOIL MECHANICS DRILLING CORP.) DATE: 05/03/2024 LIMIT OF CLEARING • J <� n FIELD DATE:12114I2017 a fRAhlE `� Q 0 i &GRADE - -LCGD- N.T.S. SCALE: AS SHOWN GARAGE SS 300 23.9 23.8 \z> 0 0 0 DISTURBANCE n°yy Or i �. 0 0 N \ SOIL BORING B-2 I °u w o H°rmerly I �s 2�_ \� I FIRE DEPARTMENT PROJECT NUMBER: 23200 a I Andrea °usler & now �' 0 25 CONNECTION(FDC) 1l REFERENCES HgUsler Dare Or t°rmerly I SCE N$9°5g'50"�/�'�"�+"""'�",,,.��.24p ` 0 THIS PLAN REFERENCES: DRAWING BY: AM 275.45' d E -a c0 n MalcomSOn I CHECKED BY: MP G4RAGE ��- ' SANITARY STRUCTURE SCHEDULE BOUNDARY AND TOPOGRAPHIC SURVEY APPROVED BY: MP °c� � USE X LOT 27 nOW Or fOr 487 246a ��FTEDGE`""'-^- � � PREPARED BY: O -C L ZONc.RESIDENCE hn A m�'rl y I n Ow r DRAEWAY 25.D3 5.2s STRUCTURE EFFECTIVE TOP OF BOTTOM INVERT INVERT AMERICAN ENGINEERING&LAND SURVEYING P.C. Jo p 3 Qj-s PUBLIC WA R I USEAX LOT' 28 Baglivl I Donn dos OrM erl y NUMBER STRUCTURE TYPE DEPTH RIM(GRATE RINGS OF RINGS IN OUT 1171 OLD COUNTRY ROAD-SUITE 6 SEAL CX SIGNATURE: ALTERATION OR ADDITION TO THIS O O o I I RESDENT tan,zp PLAINVIEW,NY 11803 DOCUMENT EXCEPT BY A LICENSED c U I ZONE,R_ AL rA �In da CoSt & S-1 PROPOSED 4'0 PRECAST CONCRETE PRETREATMENT TANK 24.11 --- --- 20.90 20.40 DATED:02/19/2024 PROFESSIONAL ENGINEER IS A PUBLIC wA4p I USE: RE T X LOT 29 rAX LO anzo ___ _ •__ __.__________�__ ��+ �E VV VIOLATION OF SECTION 7209, 1`E'R EN17q USE. r, 30 A=24.13 O SUB-DIVISION 2,OF THE NEW YORK I PUBLIC ZONE:R-40 E: RESIDENri S-2 PROPOSED I/A SYSTEM HYDRO-ACTION AN-1100(H-20 RATED) -- B=24.05 --- 20.00 19.50 BUILDING ARCHITECTURAL LAYOUT x. n,9 �Ci G PILOT STATE EDUCATION LAW _ •�� F, , WA1ER ZONE: AL PRE ARCHITECTURE P.C. T R-40 I C=24.05 j DRAWING No: PUBLIC WA I rER I A=23.85 406 NORTH COUNTRY ROADBOARD w S-3 PROPOSED I/A SYSTEM HYDRO-ACTION AN-1100(H-20 RATED) --- B=23.77 --- --- 20.00 19.50 SAINT JAMES,NY 11780 y., \ W GRAPHIC SCALE C=23.77 DATED:04/03/2024 TOE, /N OF SOUTI-"0!-D NOT ' �• ALED �? 40 0 20 40 80 1C0 PROPOSED 10'0 PRECAST CONCRETE DISTRIBUTION LEACHING POOL WITH FRAME AND S-4 11.5' 23.60 21.50 7.50 19.25 19.00 GEOTECHNICAL REPORT&SOIL BORINGS 'L ::: Y, SOLID COVER PREPARED BY: DATE E S Q815 OVERALL SANITARY & UTILITY PLAN (L)C . Zt,2l�2� o �P C J S-5 PROPOSED 10'0 PRECAST CONCRETE LEACHING POOL WITH FRAME AND SOLID COVER 11.3' 23.40 21.50 7.50 18.80 SOIL MECHANICS DRILLING CORP. p�0 fi Ep Know what's below. ( IN FEET 3770 MERRICK ROAD �.. ET S-6 PROPOSED 10'0 PRECAST CONCRETE LEACHING POOL WITH FRAME AND SOLID COVER 11.3' 23.50 21.50 7.50 18.80 --- SEAFORD,NY 11783 Call before you dig. 1 inch = 40 ft. S-7 PROPOSED 10'0 PRECAST CONCRETE LEACHING POOL WITH FRAME AND SOLID COVER 11.3' 23.20 21.50 7.50 18.80 --- VICINITY MAP BACKGROUND DATA 1-800-272-4480 PROVIDED BY MAPS.GOOGLE.COM MARL PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 5 OF 14 Y:\Key Ciw!1Projects12023i23200_JMN Archltecture_14300 Main Road_N4attituck\Drawings\Key Civil\23200""2025.08.19".SPP11__SPDES_RPZ3.dwg BACKFILL WITH NATIVE SOIL INSTALLATION INSTRUCTIONS _S IF PUMP/COMPRESSER POWER CIRCUIT 24"0 CHIMNEY SEE NOTE 13 10'0 X B" THICK TRAFFIC RATED ' DEDICATED 110 V SERVICE ON A 20 AMP BREAKER 1. EXCAVATE SO THAT TOP OF THE 4-FOOT HIGH PERFORATED PRECAST CONCRETE MANHOLE ' ( ) HYDROACTION TOPPING SLAB �. 24 HEAVY DUTY LOCKING BASES ARE 4.50 BELOW FINISHED GRADE. THE PERFORATED PRECAST CONCRETE MANHOLE 8 0 X $ THICK TRAFFIC RATED FOR AN800 AND AN1100 APPROVED % �, ,,?":�• ,,.-;-� C61 CI COVER TO GRADE SECTIONS SHALL BE AS PREVIOUSLY APPROVED BY SCDHS, SCDPW OR NYSDOT FOR TRAFFIC , �' r HYDROACTION TOPPING SLAB BY SCDHS APPROVAL NO. NS-o02 h > � M 1 r,� r} (3 LOCATIONS) BEARING STANDARDS. of '�- �^ ��_ L J, \ SEE NOTE#2 FOR PRETREATMENT TANK SEE NOTE 1Z SEE NOTE 11 L1 -B`K o BILK I BILK SP1 \ 2. INSTALL 4-FOOT HIGH PERFORATED PRECAST CONCRETE MANHOLE BASES. _ I / SPRAY BY PREVIOUSLY APPROVED BY SCDH PUMP �' SEE NDTE 11 x¢ r ro WHT WHT REMOTE PLC CONTROL PANEL _ 12 3. EXCAVATE 5.33' BELOW PROPOSED INVERT IN ELEVATION FOR BOTTOM OF PRETREATMENT s' 9 2.5 ' ,.,L ' N ,� -- /PUMP RATINGS: / o �I ________ -�� MOTOR / Wl HP 150 COMPRESSOR COMPACTED NATIVE FILL TYP - � �� � � �'�, 2�'�\0� � !� TANK, AND EXCAVATE 6.83 BELOW PROPOSED INVERT [N ELEVATION FOR BOTTOM OF \ �' y'' EC50-30-L-150-PLC AS SEE NOTE 10 N 1B 18 yr 26� 3/4HP @ 115V TREATMENT TANK. cs,, ,.� MANUFACTURED BY OPS(OR f w � POM CB2 M2 CSR 6 LOOPS �- 15.0 F.L.A. APPROVED EQUAL) PENETRATION HOLE 4. FINISH GRADE NATIVE SOIL BELOW THE PROPOSED TANKS TO BE LEVEL ±1/4-INCH. �,;"1 o E SEE NOTES ? & 8 ___ ___ ___ 2 MIN ,✓; 66`��0 0 _ : / 10" MAX 5. INSTALL PRETREATMENT AND TREATMENT TANKS ORIENTING THE PREDRILLED HOLES IN THE BLK BLK ,� BLK RP1 --------- RECIRC ��` PUMP RATINGS: ___ ...�: u `1 (4 LOCATIONS) I -- --- CORRECT ORIENTATION AS SHOWN IN THE PLAN. '''' t BETWEEN BOTTOM OF SLAB y ` I PUMP , 3/4HP @ 115V _ FROM DWELLING AND TOP OF ACCESS COVERS 6. PLACE AND COMPACT NATIVE BACKFILL BETWEEN PRECAST CONCRETE MANHOLE BASE AND IVI3� I UCK tI WHT WHT ---------` MOTOR , 15.0 F.L.A. fd'c lk,%ve" °- N �� / / INVERT IN PER PROPOSED PLAN TO TANKS. BACKFILL SHALL BE PLACED IN 8-[NCH MAXIMUM LIFTS AND MECHANICALLY ��� "- `fir _ DRAINFIELD ,I� e COMPACTED. CEASE THE PLACEMENT OF THE FILL 3-INCHES BELOW THE CROSSOVER PIPE. C63 I a 7. REMOVE A 1-FOOT X 1-FOOT SQUARE HOLE AT THE BOTTOM OF THE 3-FOOT HIGH PERFORATED ' eVBWIDIHVARIESI WETLANDS i M3 rt \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ o €: \ /\/\/\/ PRECAST CONCRETE MANHOLE AND SET THE HOLE DIRECTLY OVER THE INLET PIPE AND ON BOUNDARY BLK o- aLK ,� BLK MP1 � ,t', �-r' MIXER �� PUMP RATINGS: //.�// // // . //.\\!/,\\!/\�/\�/\ \�/�\�/�\�/�\� , ' PUMP ;3/4HP @ 115V 8 0 PRECAST CONCRETE i II TOP OF THE 4-FOOT HIGH BASE. � I WHT , / PERFORATED MANHOLE 8. REMOVE 1-FOOT X 1-FOOT SQUARE HOLE WHERE THE CROSSOVER AND OUTLET PIPES WILL BED ,,,,f� ----------�� MOTOR �, 15.0 F.L.A. SEE NOTE 1 INSTALLED. 10'0 PRECAST CONCRETE 9. INSTALL ELECTRIC CONDUIT AND AIR LINES. HYDROACTION i, fi ......:.:. \ �� �� PERFORATED MANHOLE SECTION 10.INSTALL INLET, OUTLET AND CROSSOVER PIPES. BACKFILL WITH NATIVE FILL IN 8 MAXIMUM PRETREATMENT TANK o CB LIFTS TO TOP OF THE PRETREATMENT / TREATMENT TANKS AND HAND TAMP FILL. CAUTION 'y ;i GRY GRY C1 ---------� COMP DEDICATED 20 A,110 V POWER 1l2"SCH.80 AIR LINE SEE NOTE 5 SEE NOTES 2 , COMP. RATINGS: xp b`. %„ - ... Map data @2024 Terms Report a map error 1 CABLE,ROUTED IN 3/4"PVC To aNsoo SHALL BE TAKEN TO MINIMIZE TAMPING OVER SEWER LINES AS TO NOT DAMAGE THE 1/4HP @ 115V FROM BUILDING LDING PROTECTED) HYDROACTION TREATMENT TANK GASKETED SEAL INTO AND OUT OF THE TANKS. WHT I N 1 _________� MOTOR � 54 F.L.A. FROM BUILDING TOHS-20 UNDISTURBED GROUND SEE NOTE 5 VICINITY MAP RATED JUNCTION BOX 11.INSTALL AND ROTATE TOPPING SLABS SO ACCESS HOLES ARE ALIGNED WITH THE ACCESS COMPACTED NATIVE FILL, TYP BOTTOM OF EXCAVATION COVERS IN THE PRETREATMENT AND TREATMENT TANKS. N.T.S. NOTE:ALL MOTORS MUST HAVE SEE NOTE 6 (2 LOCATIONS) 12.INSTALL PRECAST CONCRETE CHIMNEYS ON TOPPING SLAB WITH HEAVY DUTY CAST [RON PROJECT DATA co INTERNAL OVERLOAD HYDROACTION AN-1100 CONTROL PANEL SEE NOTES 3 & 4 FRAME AND COVERS TO GRADE. PROTECTION. N.T.S. 13.BACKFILL AND COMPACT THE OUTSIDE OF THE PERFORATED PRECAST CONCRETE MANHOLES TO APPLICANT!OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART PROPOSED GRADE WITH NATIVE BACKFILL. BACKFILL SHALL BE PLACED IN RANCH MAXIMUM P.2783BOX 926 MAINROAD BLu �� LR1-Q1 REDMJH M1 WHT LIFTS AND MECHANICALLY COMPACTED. CUOTCHOGUE,NY 11935 `1 N� 40 HYDRO-ACTION H2O KIT (/AN1100 14.CONTRACTOR SHALL CONTACT WASTEWATER WORKS, INC. AT (631)-591-0818 TO ADDRESS TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 11,Lot 1 eLu I I_ LfZ1-Q2 PINKJWH M2 WHT 1 ) N.T.S. QUESTIONS OR PROVIDE ADDITIONAL INSTALLATION INSTRUCTIONS. SITE AREA.................................. 242,298.52 SF(5.5624 Acres) PINKfWH DEDICATED 20 A,110 V POWER CABLE, CURRENT ZON NG..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE(RO) A ROUTED IN 3/4"PVC CONDUIT(GFi RECIRC RUNNING PROTECTED)FROM BUILDING TO HS-20 CURRENT USE........................... CHURCH 40 BLu �, LR1-Q3 YELAIVH WHT RATED JUNCTION BOX � M3 PROPOSED USE......................... PARISH CENTER ......... ...........................-.......... ...... ........ .... YEL/WH EXISTING Print J Part Number Description Revision Date EXISTING FOOTPRINT............... 8,567 SF N G MIXER RUNNING REMOTE PLC CONTROL PANEL WITH INCOMING SERVICE HA-190312-U AN-1 100 Wastewater Treatment System 5/15/2024 PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) HP8000MPRESSOR MODEL .. ...................... ...........!.. ..... ...... ..................................... ............... . ...................... .................................................................................................................................... ....... .................... ............... ......... ............... ...........................................__......_� ._........._........._.. _-.._-.�_._. COVERED ENTRY:273 SF Bw WHT NEW 20 AMP. LR1 " EC50-30-L-80-PLC AS MANUFACTURED Tanks installed indv;duany and plumbed onsite. ITEM NO. Part Number DESCRIPTION QTY. GROSS FLOOR AREA................ LOWER LEVEL......................................2,020 SF LR1-Q4 BY OPS(OR APPROVED EQUAL) 1 POLE BREAKER (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF .................................................................................. 178 Min........_................-' 1 HA-AN 1100-P Tank AN-11 245 ATU (API 1 ( TOTAL...................................................10,528 SF BLU I 11,_ __ RED �( PLC INPUT Lifting Locations BLu AS-1 PINK UTILITY .................................................................................................... 2 HA-1801 16 AN-1 100 Pretreatment (PP1200) 1 40 REFER TO MANUFACTURER FOR INSTALLATION DETAILS BLu RED RUN AUD 3 HA-I Assembly, Re-Circulation AN-1100 1 i -10 5 �ti;L=��� ALARM = - AUG 2 12025 CIRCUIT --r ,.". .. .., �;; BREAKER METER "; ORG BRN PANEL N ! /,.�f ," ,. SO',. .;LD TOWN ': 245 Complete MUTE HYDRO-ACTION PLAt I G EOARD HWA I CONTROL 82 BLu ^ TEST PANEL ; '� " ' 7W :IF 0 95 i Z 1) All auxiliary plumbing,wiring, and installation methods must conform to O i ALARM EX.GROUND ROD �.:-' "':" all county, state, province, and local code. 11 08/19/25 AD ISSUED FOR BID LIGHT - I 2) All plumbing and connections to be plumbed with SCH 40 pipe or 10 07/08/25 AD REV.PER TOWN AND NYSDOT COMMENTS RED BLK RED WHT NOTES: v°. ��. e UI alent. = t1 1. BURIED ELECTRICAL POWER CONDUITS SHALL BE A MINIMUM O!=24 INCHES BELOW GRADE. ,.x 2. ALL ELECTRICAL WORK TO BE PERFORMED IN ACCORDANCE WITH NEC. y _.................._............._....--.............................................._ 3 Flange Width penetrations to be sealed with Ad pt-A-Flex 9 04/11/25 AD REV PER TOWN AND NYSDOT COMMENTS 3) All pipe and conduit pene t a O Lifting Locations _ - _ grommets that meet ASTM C 1644, 8 02/05/25 AD REV.PER SCWA COMMENTS DATED 01/28/25 ENABLE ELECTRICAL ONE-LINE DIAGRAM DETAIL All Risers and Lids 024" 4) All manufacturer electrical connections are terminated in NEMA rated 7 01/27/25 AD REV.PER SCDHS COMMENTS DATED 01/24/25 YEL PLC INPUT Sewage Inlet_ enclosures with NEMA rated cord grips. (NEMA 4X Min.) �L O Treated Effluent Outlet 6 01/21/25 AD REV.PER UPDATED SEPTIC LAYOUT rn 3 j (Gravity) 5) For details pertaining to installation requirements, (tank assembly, REV.PER UPDATED ELECTRIC AND RPZ WATER -- internal plumbing connections,wlrin etc) see HydroAction Installation 5 12/06l24 AD SERVICE LOCATIONS OVERRIDE -< Manual, and additional System detail prints. REV.PER UPDATED ELECTRIC AND TELECOM BLu YELA'VH 4 11/22/24 AM 3 �Z� �`� 4 12 PLC INPUT r" SERVICE LOCATIONS CSR '^ g9 r.,„, °' 6) Any additional questions pertaining to HydroAction AN series 3 10/02/24 AM REV.PER TOWN COMMENTS DATED 09/11/24 AND -/ BI_u WHlPINK DOMED SHAPE FOR MAXIMU D _ 110.2 wastewater treatment systems, contact HydroAction. SCDHS COMMENTS DATED 10/02/24 I4 PLC INPUT = 30 2 07/19/24 AM ISSUED TO TOWN LOAD STRENGTH TAN D 104 1 05/14/24 DO REV.PER CLIENT COMMENTS TIME DOSE 17 PLC INPUT HANDLE FOR EASY REMOVAL D 70 OF SAFETY SCREEN N DATE BY DESCRIPTION z 64 Hydro-Action Specifications BLU L DEMAND c -- ._-__ Model AN-1100 - REVISIONS TANNVH ` Daily Treatment Capacity 1,100 Gallons SPRAY 0 18 PLC INPUT ni t� 80 System Working Volume NOTES: 1. FLOAT SWITCH TO BE RATED 2 AMP AT 120V MINIMUM. c 2�- Total Sys ng V 3,108 Gallons _ �...� MAIN PANEL DISCONNECT MUST BE PROVIDED BY INSTALLER. z 1 Pretreatment WorkingVolume 1,144 Gallons LINES INDICATE ITEMS NOT CONTAIN IN THE PANEL. SIZED TO FIT INSIDE , DASHED L S Pretreatment Aerobic Working Volume 1,381 Gallons ~' �.� W1 B1 REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS IS 16 in-Ibs. W1 025.08" AN BE USED WITH OR FIRST 24"RISER Tank Clearifier Working volume 583 Gallons WITHOUT SCREWS () g FIELD WIRING MUST BE A MINIMUM OF 600C COPPER WIRE. Treatment Certification NSF 245 2. SPRAY PUMP IS ONLY REQUIRED FOR PRESSURIZED LEACHING FIELDS. `° --- « M ATU Tank -�----_ -• 22 Supply Power Requirement 1 Phase 120VAC bOHz 2QAmp OWTS CONTROL PANEL Air Supply HiBlow HP-200/ 7.0 CFM '6 %'' '� V' ryJ Tank Material Fiberglass ONE LINE ELECTRICAL DIAGRAM POLYLOK 24" SAFETY SCREEN "�` a� Clarifier Material - "" "" """--" -C fiberglass 64 BLUE POINT ROAD, UNIT B POLYLOK24"0HDPE,PARTNO.3008-SS HOLTSVILLE NEW YORK 11742 (OR APPROVED EQUAL) Blower/Controls Housing Polyethylene «.�. (6311 S61-0506 N.T.S. ........... �? "' Drawn by Scale Sheet Material Weight Tolerances Unless Otherwise Specified Signature WWW.KeyCiVilEngineering.COm ;s i%✓. � 1:32 1 : 18 Assembly 2025 +0.25"or 10 .....................................................................:...................................................................................:.............................................:......................................._:................. ..........................................................................................:............... .... ..... . .......... ............ . .................. ......... ........................ .......................................................................... PROJECT NAME ROMAN CATHOLIC CHURCH OF THE SACRED HYDRO-ACTION (AN1100) HEART PROPOSED PARISH CENTER N.T.S. 14300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD, COUNTY OF SUFFOLK DIST.: 1000, SECT.: 114, BLOCK: 11, LOT: 1 TOP F STRUCTURE DRAWING TITLE PROPOSED 1-STORY PROPOSED CLEAN EL.=22.08 BUILDING WITH OUT,SEE TYPICAL BOTTOM OF SLAB S-2 RIM B&C EL.=24.05 DETAIL S 3 RIM RIM B&C EL.=23.77 SCTM NO.: 1000-114.00-11.00-001.090 SANITARY PROFILE & PARTIAL CELLAR EL.=22.33 INLET PIPE MIN.4"0 INLET PIPE MIN.4"0 SDR-35 PVC INLET PIPE MIN.6"0 SDR-35 PVC SDR-35 PVC PITCHED AT PITCHED AT A MIN.118"PER FT PITCHED AT AMIN.1/8"PER FT DETAILS RIM EL.= A MIN.1/4"PER FT S-2 RIM A EL.=24.13 a"0 SDR-35 PIPE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL FINISHED FLOOR EL.=25.00 24.11 S-3 RIM A EL.=23.85 PITCHED AT A MIN. RIM EL.=23.60 S-5 RIM EL.=23.40 SCDHS REFERENCE N0. C24-0297 1/8"/FT MIN.SLOPE S-6 RIM EL.=23.50 TOP OF = = - S 2IS 3 INV OUT = S-7 RIM EL.=23.20 INV.IN STRUCTURE, = I = ___ ___ ___ 3/2024 EL.=20.90 EL.=21.90 \ -__ \� EL.=19.50 20 SCALE: -• .: ,~ I TOP OF 20" .-::may- •.."+ STRUCTURE ®®® PROJECT NUM 23200 TOP OF INV OUT E 4„21.50 STRUCTURE ®®®, DRAWING BY: AM CAST IRON PIPE SHALL EL.=21.90 INV OUT 3" N.®®® 4" EXTEND THROUGH ;" ? EL.=20.40 % \ ®®® EL.=21.50 FOUNDATION WALL 23,6' 5' (I I ®®® ®®� CHECKED BY: MP A MIN.OF 2'. 00'MIN.) ���� \ o, APPROVED BY: MP CELLAR FLOOR EL.=17.00 ice'0"� S-2/S-3 INV IN i�. III II I I III - o S 5-S-7 w SEAL & SIGNATURE: 14 d III III I INV IN W 14' INV IN ALTERATION OR ADDITION TO THIS EL.=20.00 %\�\\ \\' > 14' STRUCTURE S-1 % / / EL.-19.25 F EL.=18.80 DOCUMENT EXCEPT BY A LICENSED INLET PIPE MIN.4"0 i�%\ / I 8' W INV OUT EL. PROFESSIONAL ENGINEER 13 A PRETREATMENT TANK ,\ \ \ III MIN. w =19,00 U_ E / VIOLATION OF SECTION 7209, SDR-35 PVC PITCHED AT �/ �/ %/\�/ I / ( ) ti 6' LL !1J� Yn SUB-DIVISION 2,OF THE NEWYORK N.T.S. /\/ �\//\/\/\/\/�/\/ /\/\ !1! `v �IL© v'j STATE EDUCATION LAW AMIN.1/4"PER FT \/ /�i��i�i��i\`i��i�\/� \\ �/ "' w APPROVED Q�" � � rr �- �� / � � / (MIN.) BOTTOM OF STRUCTURE EL.=16.40 PLANTING BOARD � � DRAWING No: BOTTOM OF STRUCTURE BOTTOM OF STRUCTURE (S-2/S-3)EL.=14.67 (S 2/S 3)EL.=12.83 �10'-0" BOTTOM OF STRUCTURE �10'0" BOTTOM OF TOWN OF SOUTHOLD ` p }3.0'MIN.ABOVE STRUCTURES S-5-S-7 V. NOT 4t•" BALED � STRUCTURE S-2&S-3 STRUCTURE S-4 EL.=7.50 10'0 LEACHING POOL STRUCTURE(S-5-S-7) 0 Lry HIGHEST RECORDED 0- (SEE SYSTEM:HYDRO-ACTION AN-11 10'0 DISTRIBUTION LEACHING POOL EL.=7.50 _t 'Z WATER ELEVATION (SEE SCDHS DETAIL) DATE 0 LT Z( �� �4 C-6 (SEE SCDHS DETAIL) (SEE SCDHS DETAIL) - , N.T.S. �Z S Qg15 V QHIGHEST RECORDED GROUNDWATER ELEVATION=±3.58 - - _ _ _ - -. - - - -N_T.S_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _N3.S_ _ _ _ _ _ - �^ _ - - - - - - ^ _ _ _ _ - _ _ _ - WA P AS PER USG:>MONITORING WELL DATA ���� CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER ) OF RECORD FOR REVIEW PRIOR TO CONSTRUCTION FOR MARC PILOTTA, P.E. PAGE No: ANY DETAIL NOT PROVIDED IN THIS PLAN SET. NEW YORK STATE PROFESSIONAL ENGINEER JW15M 6 OF 14 Y:NKey CiviltProjects023123200._JMN Architecture._14300 Main Road--Mattituckk,DrawingstiKey CivI1123200--2025.08.19.SPPi 1__SPDES._RPZ3.dwg sue, ..� ; ✓� � No's �/V1 HEAVY DUTY GRAY IRON(CL35)FRAME&SOLID COVER `�`' 2�,Nf�10 a?�! ZS SETS BY EJ OR APPROVED EQUALS 2g0 MODEL No.:V1600-3 RG REV/GS CPH2 CV UND(LOCKING) !•' �' %°"'� �i31I Lt l HEAVY DUTY GRAY IRON CL35 FRAME&SOLI 4"PRECAST CONCRETE ` El �z PC( i ( ) ✓ o COVER SETS BY EJ OR APPROVED EQUALS COLLAR TO BRING MODEL No.:V1600-3 RG REVIGS CPH2 CV UND _,-OPENING MUST BE OVER 4r0 PRETREATMENT TANK NOTES: MANHOLE TO GRADE "MIN CONCRETE TOP SLAB *�'.,;. 'I; (LOCKING) OUTLET DROP TEE TO SUPPORT H-20 ` _ >',..: ; 1. ALL MANHOLE SECTIONS SHALL CONFORM TO A.S.T.M.C-478, FINISHED GRADE VEHICULAR LOADING(4,000 Mci i Ck � �!' FINISHED GRADE Ave LATEST REVISION STANDARD SPECIFICATIONS FOR PRECAST TOP OF RINGS REFERS TO THIS POINT PSI AT 28 DAYS) '" RECAST CONCRETE RISERS REINFORCED CONCRETE MANHOLE SECTIONS. (SEE SANITARY STRUCTURE SCHEDULE) 0 24"- UTLET PIPE FOR 2. MANHOLE RISER SECTION TO BE FURNISHED IN UP TO 2'IN HEIGHT, INLET PIP N SANITARY DISTRIBUTION (WtpTHVARIESI � WETLANDS N AS REQUIRED. PITCHED AT A MIN.1/8"/FT --- POOLS ONLY.PIPE BOUNDARY "MIN CONCRETE TOP SLAB TO - � TOP OF RINGS REFERS TO THIS POINT 1 I�-P0^�► PITCHED AT A MIN. SUPPORT H-20 VEHICULAR LOADING ly % (SEE SANITARY STRUCTURE SCHEDULE) 3. LOADING TO CONFORM TO AASHTO H-20 LOADING. - 1/8"/FT 3 --- (4,000 PSI AT 28 DAYS) 12 MIN z j _ ' ,: ..: •'.' "�.•.' ''' 4. ALL CONCRETE IS TO MEET 4,000 PSI AT 28 DAY SET. 3f�.. f' s --- = ao „0 Tee m 5. ALL OUTLETS ARE TO BE SET AT THE SAME ELEVATION,0.1' w y Ifs -� MINIMUM BELOW INLET(S). FLOW LINE �/ a ® =0= t® 6. THE MAXIMUM CHANGE IN ELEVATION BETWEEN INLET AND OUTLET a 1 Re ortama error FROM BUILDINJ INVERT(S)SHALL BE NO GREATER THAN 2 FEET. p /\ Go' ® =off Map data Terms` \ co p P MIN.6"0 SDR-35 PVC PIPE TO I/A UNIT z �/ N ® � �_ p VICINITY MAP PITCHED AT A MIN.114"/FT L=- 0 U � IL MIN.6"0 SDR-35 PVC PIPE D- ® � >� ® > o PITCHED ATAMIN.1/4"IFT ® 1Qwt3 ® N.T.S. T011AUNIT ® tQ�i� ,<. •i "0 TEE - ® �» ® PROJECT DATA O N ® �(n� v Luj u APPLICANTIOWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART ONOLITHIC U' 3'-0' 27835 MAIN ROAD BASE SECTION t 0'-0"0 MIN P.O.BOX 926 ..;12"MIN CUTCHOGUE NY 11935 .. .• •. .. .:.•..'.••; , :. 3'-0"MIN • TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 11,Lot 1 4'-0"0 - I HIGHEST RECORDED GROUNDWATER f SITE AREA.................................. 242,298.52 SF(5.5624 Acres) 4'0 PRETREATMENT TANK DETAIL / CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE(RO) N.T.S. ���--- ACKFILL MATERIAL SHALL BE CLEAN SAND AND GRAVEL CURRENT USE........................... CHURCH NOTE PROPOSED USE......................... PARISH CENTER 6'MIN.PENETRATION INTO A VIRGIN STRATA OF SAND AND GRAVEL EXISTING FOOTPRINT............... 8,567 SF PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) LEACHING POOL DETAIL COVERED ENTRY:273SF N.T.S. GROSS FLOOR AREA................ LOWER LEVEL......................................2,020 SF (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF TOTAL...................................................10,528 SF AUG 2 12025 SOUTH,.LL)IOV,N PL ANNI,'G 50ARD � ... >� • NOTES: 1. SEE SPECIAL NOTES ENTITLED "OWNER REQUIREMENTS FOR WATER MAINS AND APPURTENANCES" FOR ADDITIONAL INFORMATION ON THRUST RESTRAINT REQUIREMENTS. 2. THRUST RESTRAINT USING THRUST BLOCKS OR RESTRAINED LENGTHS ARE SHOWN ON THESE SHEETS. 11 08/19/25 AD ISSUED FOR BID THRUST BLOCKS, RESTRAINED JOINTS USING TIE RODS, OR RETAINER GLANDS ARE ALL ACCEPTABLE METHODS TO NYSDOT. HOWEVER, THE THRUST RESTRAINT METHOD SELECTED SHALL BE APPROVED BY 10 07/08/25 AD REV.PER TOWN AND NYSDOT COMMENTS THE SYSTEM OWNER. 3. IF THE OWNER OF THE WATER SYSTEM REQUIRES A METHOD THAT RESTRAINS INDIVIDUAL JOINTS, EACH 9 04/11/25 AD REV.PER TOWN AND NYSDOT COMMENTS JOINT THAT FALLS WITHIN THE MINIMUM RESTRAINED LENGTH, MEASURED FROM THE CENTER OF THE FITTING, AS SHOWN ON THESE SHEETS SHALL BE RESTRAINED, AND SHALL WITHSTAND THE MAXIMUM 8 02/05/25 AD REV.PER SCWA COMMENTS DATED 01/28/25 SURFACE GRADE PRESSURE APPLIED TO THE SYSTEM. 4. CLASS A CONCRETE SHALL NOT BE PLACED UNDER WATER. THE CONTRACTOR SHALL DEWATER THE 7 01/27/25 AD REV.PER SCDHS COMMENTS DATED 01/24/25 EXCAVATION OR PLACE TYPE G CONCRETE USING APPROPRIATE UNDERWATER PLACEMENT TECHNIQUES. -10'(TYP•) ,i-DETECTABLE MARK-OUT TAPE 5. CONCRETE FOR THRUST BLOCKS SHALL NOT BE ALLOWED TO COVER OR INTERFERE WITH JOINT OR 6 01/21/25 AD REV.PER UPDATED SEPTIC LAYOUT� - TO PREVENT CONCRETE FROM ADHERING TO SURFACES. CONCRETE FOR THRUST BLOCKS SHALL BE 5 12/06/24 AD COLORED FOR UPPER UTILITY AS RESTRAINT HARDWARE. PLASTIC SHEETING OR BUILDING FELT MAY BE PLACED OVER PIPE OR FITTINGS REV.PER UPDATED ELECTRIC AND RPZ WATER DETECTABLE MARK-OUT TAPE PER APWA UNIFORM COLOR CODE. POURED AGAINST UNDISTURBED SOIL. SERVICE LOCATIONS REV.PER UPDATED ELECTRIC AND TELECOM COLORED FOR LOWER UTILITY AS 10'LONG SLEEVE(SPLIT 6. FOR BENDS, BEARING AREA SHALL BE PARALLEL TO THE EDGE OF THE FITTING AT THE FITTING MIDPOINT. 4 11/22124 AM SERVICE LOCATIONS PER APWA UNIFORM COLOR CODE. POLYETHYLENE)PLACED 7. FOR TEES, BEARING AREA SHALL BE PERPENDICULAR TO THE BRANCH (SINGLE LEG) AXIS. REV.PER TOWN COMMENTS DATED 09/11/24 AND 1'-0" 3 10/02/24 AM 10'(TYP.) UPPER UTILITY MIN. 8. FOR REDUCERS, BEARING AREA SHALL BE PERPENDICULAR TO THE FITTING AXIS. THE MINIMUM SCDHS COMMENTS DATED 10/02/24 THICKNESS ALONG THE FITTING AXIS SHALL BE V-O" OR THE LENGTH BETWEEN THE BELLS, WHICHEVER 2 07/19124 AM ISSUED TO TOWN WIDTH r' IS SMALLER. 12^ PLUG&FERRULE 9. THRUST RESTRAINTS FOR SIZES OVER 24 NPS OR FOR FITTINGS NOT SHOWN ON THESE SHEETS WILL BE 1 05/14/24 DID REV.PER CLIENT COMMENTS DESIGNED ON A CASE BY CASE BASIS, AND WILL BE SHOWN IN THE CONTRACT DOCUMENTS. 12" _.- PLUG&FERRULE GRADE UPPER UTILITY 1"MINIMUM SEPARATION 18"SEPARATION WHERE POSSIBLE HEIGHT NO. DATE BY DESCRIPTION 10. THRUST BLOCK SIZES AND MINIMUM RESTRAINED LENGTHS SHOWN ON THESE SHEETS ARE BASED UPON THE FOLLOWING STANDARD CONDITIONS: - SAFETY FACTOR GRADE 8" e• CONCRETE HOUSING(3,000 PSI) 1.5 5'-0" -DEPTH OF COVER REVISIONS 8" •. CONCRETE 10'LONG SLEEVE(SPLIT 200 PSI - WATER SYSTEM TEST PRESSURE HOUSING(3,000 PSI) APPROVED SEWER POLYETHYLENE)PLACED 14 PSI -SOIL BEARING CAPACITY 90 LB/CF - SOIL UNIT WEIGHT PIPE LOWER UTILITY OVER LOWER UTILITY APPROVED SEWER PIPE 45°ELBOWS PLAN VIEW END VIEW 11. FOR INSTALLATIONS NOT MEETING THE CONDITIONS OF NOTE 10, THE CONTRACTOR SHALL SUBMIT -a UTILITY CROSSING NOTES: CALCULATIONS TO THE ENGINEER FOR APPROVAL OF RESTRAINT LENGTH CHOSEN. 45°ELBOWS B0^WYE 1. CONTRACTOR TO INSTALL 10'LENGTH OF DETECTABLE MARK-OUT TAPE 12"BELOW GRADE ABOVE EACH UTILITY i ';,✓ AND CENTERED ON THE CROSSING. 12. TO DETERMINE REQUIRED SIZES FOR DIFFERENT CONDITIONS, MULTIPLY THE DIMENSION BY A - 2. DETECTABLE MARK-OUT SHALL BE BRIGHTLY COLORED AS PER APWA UNIFORM COLOR CODE FOR EACH UTILITY. FLOW FACTOR OF THE SPECIFIC VALUE DIVIDED BY THE STANDARD VALUE. - EXAMPLE: FIND THRUST BLOCK DIMENSION FOR 12 NPS 450 BEND WITH 100 PSI TEST PRESSURE: ' TYPICAL UTILITY CROSSING & MARKING TAPE DETAIL FROM TABLE "450 BEND THRUST BLOCK DIMENSIONING", ALTERNATE "All ALTERNATE "B" N.T.S. FORA10REQUIRED PSI,AREA=010125SI IX (100/20©)-="5.06 SF 25 SF "`Fr USE WIDTH = 34",HEIGHT = V-6" (AREA = 5.25 SF) CIVIL NOTE UNDERGROUND UTILITY INSTALLATION MARKING TAPE 664 BLUE POINT ROAD, UNIT 1. CLEANOUT(S)LOCATED IN TRAFFIC AREAS SHALL BE PROVIDED WITH TRAFFIC BEARING FRAME AND COVER. 2. ALTERNATE"A"IS FOR BENDS,ALTERNATE"B"IS FOR USE WITH BUILDING EXTENSION/CONNECTION. A. SCOPE HOLTSVILLE, NEW YORK 11742 TYPICAL CLEAN-OUT DETAIL THE CONTRACTOR SHALL FURNISH AND INSTALL AN UNDERGROUND MARKING TAPE ALONG ALL SEWER,WATER,GAS,AND ELECTRIC MAINS& MINIMUM RESTRAINED LENGTH OF PIPE (FT-IN) LR (631) 961-0506 CONNECTIONS. www.KeyCivilEngineering.com N.T.S. FITTING 4 NPS 6 NPS B NPS 10 NPS 12 NPS 14 NPS 16 NPS 18 NPS 20 NIPS 24 NIPS B. MATERIALS It I/4° BEND P-3" 24" 2'-6" 3'-0" Y-6" 44" 4'-G" 54" 5'-6" 6'-3" THE MATERIAL SHALL BE SOLID PLASTIC TAPE WITH A MINIMUM THICKNESS OF 4.5 MIL.THE TAPE SHALL BE RESISTANT TO ALKALIS,ACIDS AND 22 %p° BEND V-3" 2'-0" 2'-6" Y-O" Y-6" 4'-0" 4'-6" 54" 5'-6.. 6'-6" PROJECT NAME OTHER DESTRUCTIVE ELEMENTS. THE TAPE SHALL BE GREEN FOR SEWER,BLUE FOR WATER,YELLOW FOR GAS,AND RED FOR ELECTRIC,3"MIN. 450 BEND 3'-0" 4'-0" 5'-3" V-3" 7'-G" 8'-6" 9'-6" 101-6" 11'-6.. 13'-6" WIDTH,MARKED WITH THE WORDS,"CAUTION-SANITARY SEWER","CAUTION-WATER","CAUTION-GAS",AND"CAUTION-ELECTRIC". THE 900 BEND 74" 9'-9" 12'-6" 15'-6" 18'-0" 204" 234" 25'-6" 28'-0' 32'-6" ROMAN CATHOLIC CHURCH OF THE SACRED WARNING SHALL BE REPEATED EVERY 16"-36". DEAD END 1 8'-6" 12'-6" 1 164" 1 19'-3" 1 23'-0" 1 264" 1 29'-6" 1 33'-W7 36'-0 42'-U" HEART PROPOSED PARISH CENTER C. INSTALLATION NOTE:PVC PIPE WILL TYPICALLY HAVE SLIGHTLY GREATER RESTRAINED LENGTH 14300 MAIN ROAD AFTER PARTIALLY BACKFILLING AND LEVELING THE TRENCHES TO A HEIGHT OF 18"-24"ABOVE THE CROWN OF PIPE/CONDUIT,THE ROLL TAPE NOTE:FOR POLYETHYLENE WRAPPED PIPE, MULTIPLY VALUES IN TABLE BY 1.45 MATTITUCK, NY 11952 SHALL BE MOUNTED ON A WHEEL AND SPREAD ABOVE THE PREPARED SURFACE AS STRAIGHT AS POSSIBLE. THE TAPE SHALL BE HELD IN POSITION BY ADDING BACKFILL AND HAND SHOVELS BEFORE USING MECHANICAL EQUIPMENT TO FINISH THE BACKFILL. TOWN OF SOUTHOLD, COUNTY OF SUFFOLK 450THRUST BLOCK DETAIL DIST.: 1000, SECT.: 114, BLOCK: 11, LOT: 1 N.T.S. DRAWING TITLE SCTM NO.: 1000-114.00-11.00-001.000 SANITARY & UTILITY SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL DETAILS 11 SCDHS REFERENCE NO. C24-0297 DATE: 05/03/2024 SCALE: N.T.S. PROJECT NUMBER: 23200 DRAWING BY: AM CHECKED BY: MP APPROVED BY: MP SEAL&SIGNATURE: ALTERATION OR ADDITION TO THIS ©❑ O��E DOCUMENT EXCEPT GI A LICENSED ff�- (P S Y O� ��� � PROFESSIONAL ENGINEER 13 A L,•� VIOLATION OF SECTION 7209, nG pILO��✓��� SUB-DIVISION 2,OF THE NEW PORK PLANNING80�.RD `ty„�V `- STATE EDUCATION LAW TOWN OF SOUTHOLD * w DRAWING No: DATE ( � NOT ft: } ALED � Lr2 2 s 08,b �P� c-7 CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER OF RECORD FOR REVIEW PRIOR TO CONSTRUCTION FOR MARC PILOTTA, P.E. PAGE NO: ANY DETAIL NOT PROVIDED IN THIS PLAN SET. 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"t. t t 6 .1 I t.o t.� t.o t.o t.o t.� t.1 t.1 t.3 I ,10.AS)' , � )� ,,.1 .41 10.11 11 t..1 *L.o t." t*+.. � , I . .3 1 .1 t.q t.� t. ­o"I'll, w t. t.- t." t.-o t.o +,.o t..1 6, * 0 ,I, PARTIAL LIGHTING PLAN 6 01/21/25 AD REV.PER UPDATED SEPTIC LAYOUT t.n t., t. .� LdlLj t.o 1;.� t , , 0+ .,.j j0v o -o *..o t.-I *,.I + , I I - t.. �I L t.I *10.I *1.1 SA 1A +.-, . jl SCALE:V=20' , ,�, t.I i, ., ��. , I � _�, , , 0 0)\ D 1-2 ` 1­2 " `Q ` . I ­ 5 12/06124 AD REV.PER UPDATED ELECTRIC AND RPZ WATER / + . .SERVICE LOCATIONS t., *1.n t) t.� 0,��t.o t�i t" A I I * .I- � � . . I - I . t " *,;..3 11 t. t.-, t.o +..o *,.o t.0 ,"I ,.� t." t." t.11 . .o t.-I t.-, *,., t., t I +1., REV.PER UPDATED ELECTRIC AND TELECOM <) rri .� ��t-, I � ,I ,, H II , ,�, I , & () .n +�I .� .� i I. - I t. I - t.I t.o t.n t.o t.o *..-I *1 I t." t.-, 1p, t..- t.-o t.o t.o ,I.* + o t.o + o I � *,., t., t I—0 <II t 1 ­4 .I t � t. I. I . , t." t.1 jk,.2 t.I CD .o ,;. I B . I SERVICE LOCATIONS > I I T11, �:-�,:�:, .�:+i 9.11, A 0 3 10/02/24 AM REV,PER TOWN COMMENTS DATED 09/11124 AND t., t.� t 1," t.n t.1 1:1 - I I +�. A_ t., t., t.o t.o t.n +.o jo t..o +I.o t.110tA t.o t. + + t.,ot-1 q t.o , +. o +..-I t'.o 1.-, SCDHS COMMENTS DATED 10102/24 .. i 1% - '. _�_ ­o ­1 I ::...: 1> "119.9, .. 57.81': . . ... �., :­: ,ii:i _� 0 v 6,r\ 2 07/19/24 AM ISSUED TO TOWN .�. �,., ­ .% 1.i� " : fl�,.� k:: .: !,.: .. +:­ : I� i - ::... :::: p ,:+ :,� . 1. , ­. I t.� t.o t.-I +L.o - , � .I;1.9.52':,: : .+ i i.:i i .... 1: .... .1 (il I L t.1 t.n t. .111 t.� t..I t.-, t..� *,.,� *"q *,.I t.�, *,.I t.� t." , � t I t.o t.o 1." > 9 I I �IE :1 �1_� +,., t . T'.1 t.o .1 L. .� i. � i.. 1 I ..Icy:,.... .. .. . +. . I .o 2 a., REFER TO DETAIL SHEET (SHEET C-1 1) ,. l�...� �:,�. : i I[" .::::.: :" I I . :::. PROPOSED SINGLE-STORY PARISH CENTER ....�. . . I 11 , ao � 1 05114124 DID REV.PER CLIENT COMMENTS 1". t , I- .� . I . + )J.n +".n , , +­, � - � ] l� t.n t.� t.� t.� '­o *.o . I *.I *., t.o *..I *..-, *0 *.o U.-I *.o *, I t.o t.9 T I SITE LIGHTING NOTES FOR LIGHT POLE DETAIL. - - -_ . . , 'r., ,.& ' A NO. BY DESCRIPTION . .. .. . I - . i 1 . 'I , i Co. i WITH UNFINISHED PARTIAL CELLAR ' m ' b - "" "' ,, dN .. * � W. .. - , . t , t , �, L 1� UNFINISHED PARTIAL CELLAR:2,020 SF 1 = 4... I.- t.o t.o 0, t.� ..0+.1 j 1 10. t..1 6, ".ocr..o +,..o t." t.- t.o t, C� *, I +..o t.-, �." I I . i... :+ _1�1 . 1. REFER TO SITE PLAN(SHEET C-11)FOR ADDITIONAL NOTES. � i A` ,. ,40 . `,�. " % I t t w:%, FIRST FLOOR:8,508 SF �.:+ I t 1, ,�, ,�, li .� t.2 ::: �;�; :1 it'.3 ' - t.n t.o t.n A 1. t..-, �. t.1 t.I *,..- t..1 +.o 0�1 t." t.I&.I t.o 1, I t.o t.1 j.-, I REVISIONS . . '> COVERED ENTRY:273 SF :1. .: " 6 i *0 1� ItL 2. NO REVISIONS,ALTERNATES,OR SUBSTITUTIONS TO THE CONTRACT DOCUMENTS ARE ALLOWED WITHOUT PRIOR t - *1 - �t! ++ - +: :. I . . ."�:,: �" I . 0, i***_ : . - :..+�: �-,., 1. �.++. �,++:: I �m: .::::.. c" ­+�.:.-.,� '. :::i::. :=: I .:. - 0 " ,:1 :i - . I A +1.� 11A *1 t.n., U U I WRITTEN APPROVAL FROM THE ENGINEER. --------------------- -___._ -_ t.n . . . ......i + I I t.� t.n & t.o 0 .� 'p, t.o *.o 1..� t.-o 0'.--, t.� *.G t.I 61, * t - t.o t.-, .I. .p , 0 . . . . .1: , . i A ' 4 �! i :1 I. I � I . I .1 I I.: : : � . , , ­ - . I .i.. +:.� . 1 '40.23':11 . 1 . ; ' ­ ... , "' - I- - : *1. I t., t.,�t.1 Y, I t.� t t.� � t.I t.� t.� Q, t., *.o On 11 t.", t +r 11.1, *..i 0- *,.o *.-o *+.-, t.o +­1 *.0 *,.o +, .W � t.o t.o ;.o 3. ILLUMINATION LEVELS SHOWN IN FOOT-CANDLES. CALCULATION SUMMARY . ... ". :��" I 1 �, f 0 , ..... r*, -, d . "�" " * , + � 41 , � 11 " . I t.4 ,�, *1_1 +1.I i��_,�,_,-4 .�l t.o fit.o A t t . t., t.� t., It., t.o t.ri t.o t.� t.n t.n t.� �.o t.� t.o t.+I t. 11 t." IN t.I ­1 *..I ­o ,.� "." t." t.-, t.o *,.I t •.7t I t.- t.o ',.o 4. ILLUMINATION LEVELS ON THIS PLAN HAVE BEEN CALCULATED FOR PROPOSED SITE AREA LIGHTS ONLY.ACTUAL I'll I .11Y . � a LABEL CALC TYPE GIMIN MAX/MIN MAX/AVG 11 I " ,­­ I, 11 .:1 , LO ILLUMINATION LEVELS IN THE FIELD MAY DIFFER FROM THOSE DEPICTED ON THE PLAN DUE TO INTERFERENCE .1 1; 0 1 � ,-A , t I *,_n ,., 0 ,0 t.i t.� t.o t.o 1.�p t T� t n t.n t., t.n t.� t., I.Q t.� t.,, t.o t.o t.o t.� t.o t-� t.,,, t.I to t.I t." *"­ . R.D.t.� *,.I t.I t.o t.o *, tn., *,.o t., +,.n FROM EXISTINGIAMBIENT LIGHTING WHOSE ILLUMINATION LEVELS ARE NOT REFLECTED ON THIS PLAN. I 1, I , , �.:_ ///////// 12k'GAL e I OVERALL SITE ILLUMINANCE Fc 0.27 4.8 0.0 N/A N/A 17.78 I I .. ­:: .� _:�: 4"' 00 / t.n \t; 17 1 ; ...-� I b +_n t,�, t.n t.o t.o C. t.o t.� t.n )t., t t.n 1.o t.� t.� t.� t.o t.Q t.o t.o t.o '.." t.o 11 t..I t.I 1."/ t.I t..1 tl!-;(! U .1 ,t.1 .7 ,..-�M,,., t.o t.o O." +,.o t..I *,.-o 1 5. LIGHT CIRCUITRY PLAN PREPARED BY OTHERS. :;, : 1:. (0 FE-1 / / V) PROPOSED PARISH CENTER AREA ILLUMINANCE Fc 0.51 4.2 0.0 N/A N/A 8.24 � I -0 � 0 0 (W6.- - --.,, ; . . p'$121.fl., . I I - t." �i ,, I,p .1 t.o t.n t.o t.� t,� t.o t.o t.� * 011II t.-, t.I n� . , t." -, , ., %I., .� *.- *,." t.1 t.I t.,n - -,., + -o -, - ,�6 t.n t., 1 t., t.o t.� t.o t t. t.o t.c t.o t.o t.n li.� t.n t 0 t., ,. 6. ILLUMINATION LEVELS SHOWN ON THIS PLAN WERE CALCULATED USING AG132 PHOTOMETRIC SOFTWARE, " plul C W) I 11 � rZoEVIL ;.=P�Jr/-/jlP' r=RI 1 -' +Iz�) t.� t., t.� t.1 t., 0 t.� t.o G t., t., t.� t. - t.�, . t.o t., t., 0 t.n t.n *.o t.o t.o t.o t.o t., t.�, 11 t.10.6 1[ ��*­,, t." 1.5 ".3 t.1 t.o t.o t.n t.o t." t.+I *.o t.�o 7, NOTE:ALL LIGHTING TO BE SET ON PHOTOCELL SENSOR TIMERS,WHERE LIGHTS WILL BE TURNED ON 1 HOUR 0 554 BLUE POINT ROAD, UNIT B +_1 . / I AFTER DUSK UNTIL 10 PM. , 1, 'zit, t., t, �,A�,,i.. L" .�.�.T-.,. -It.1.�..,p.,O.. " ..I.�.ii&,. �.& ..;.,...;�,. " N6,ma sm Um N6�10�iiiiiiiiii U-�Oiiii- 1ii- m"Imj 1 t.1 L, t.�� t." t." 0 t_ * I t..-, t.-, t.I t.o D *,.I t.o t.1 t." HOLTSVILLE, NEW PORK I 1 742 " . 1 10+ . +,,.p +,., +,.I Q.n t.r t.I t.n *1.n t.o t.o t.o t.o t.o t., t., 0.� 0 0 t.� t.0 t�, I., t.ri t.0 t.� t.n t.'OV� 1-I t." *­-, t.� e.I t. t.1 *..I F5 76 t_ * ., ..o UA �.... *h *.n +.I .,.I 1 8. ALL EXISTING LIGHT FIXTURES"E"WILL BE RE-ORIENTED IF THEY DO NOT COMPLY WITH THE 900 ANGLE REQUIRED (6311961-0506 0 0 6% a I BY TOWN CODE TO COMPLY. www.KeyC!vilEngineering.com t.p *,,.p t.,ot'n t.n t., t.n t.n t.n t." t., t.n V., t.q t., t.n t.o t.,a..I t.n P.o 1A t.o 1`.n t.o t., wf., t.o t.o t.o t.- t.-0 t ,.,7_=7_-, '.1, ., .I ., t.I t.n *,.I " , I t.o t.n t., 0 1 9. ONLY 1.85 ACRES (i OF SITE) IS TO BE RENOVATED AND ALTERED. LIGHTING HAS BEEN PROPOSED TO MEET 0 t.n t.o t& t.o t.0 t.� t.� t.0 t.1 t.1, I..0 I. � t.- t.1 . o .I t." t.-I t.o t.o *, t o ".Q t..-, t.-, t., t.. t.� 61 t., t.n t. ID t.� ci� t.o t.o t.� t.o t.n d., t.o t.o t.n I. t." t.o *1. +,.o � REQUIREMENTS FOR AFFECTED AREA ONLY. � - - o 0 .I , FF27.67 � 10� PROJECT NAME t.r 1'.. t., 16 t.n t.n t.n t.n t.n t.n t.o t.n t.o t.o t.o t.o b t.n t.n t., t.n t.o t., t., t.n t., t., t., t.o *,..1 I..I -, I.,. /Y�/_�Z.��/./�/ +,..�, I..I t., '.) ��I t.o t.o t.o I � I I I I 6-- R.D. I I . "I I.. I I I I I I� 11 I , ``I�D - I I 0 1 111� �...... / I I 0 . "I, � i 1 ­ ROMAN CATHOLIC CHURCH OF THE SACRED * t., t., •& t.� t., t., � t.n t.� t.n t,.n IQ �D t,", t.0 t.- t.1, t.I 11.I 11.3 �A t.,' *1.I .o t.n, t.-, .I t.o *, o t I *.� t..I t.o - "I'll� .... 11 , . .� ". ! � I . � :1 , � m �. z + _J.� 0, t.� t.o t.o t.o t.n t.n t.� t., t.n t. 111e, ­w f ': :� ""i I - �­�116/ � HEART PROPOSED PARISH CENTER , < & 11 , . ii : ..", 7,77111" 11 )r Lr_ I ... .i.. I I ­­:, ... CC i. .. .. I . i. 11.11.1 . - +5 :. 11+.++��i I . ­­'q-1­ ­ ;1 4 t., t.� & t., I., t., t., t.�Ot.n t.,, t+n t.0 t., t., t.� t., t., 0 t.., ....I t.'I t.- t.-I t.-I t.I t+I *.I *­o t.�, t." t..I t..I t.o *, 1 t o ".� t.-I t.I - :++:I. �,: i:� .::E. ,. ..... .� � Cs. f7 *.�11..� t.� t.� ,�� , I - . : +: : - ­-+ , 1 14300 MAIN ROAD W I SITE LIGHTING CALCULATIONS / .�.­� � , i :.i� ,::i:. I . : �:., .: ,:,:+ 7, +, O'. I I 1: . .1 ��&,�+ _i;.�+ . 1 < 1 r)." 0 0 0 IN ... AN ,+ ,�.... ...... 12 ai�3�+r "-, t.o t.� t.o t.�C�.� t.n T,., t.n t., t+� t.o t.o t., t., t.� t.� *..1 t..-, t.-o 1.I 130'..o *.o t.o t.-o *.� t.o *.- -" * I * * 1 t D t.I t." t.I . �- . ro I � ­ I - 0 t.n t., *,., tl�a,�*t., , I 0 A to t..1 ..-o 0: ­.... .I ... �. 0 MATTITUCK, NY 11952 ,,, � I . : -j W LLJ 0 to _ 1p " . ....... . I I , 'j,.," ;;r`4 in I�'.+!�X......Ili ­+,'�, .. ­i .... "I TOWN OF SOUTHOLD, COUNTY OF SUFFOLK 'Toz_L , t, t., t., t., t., t., t. 0 t.o 0 o 0� 0, t.o t.� t.let.n 3 t.� t.- 0A *U.�, t.I , 0 0 TOTAL ALLOWABLE LUMENS OUTPUT PER ACRE:10,000 LUMENS PER ACRE PER§172-5C(2). ,"I I x ,,,ca. - . ., t.o ,. t.� t6 t,� t.n t.n m , t.-o ".-I t.o *,.o *,.-o t.�-, t." t.o t.o 11 t I t.-, t.- +,.� TOTAL ALTERED ACRES TO BE ILLUMINATED=1.85 ACRES 0////, DIST: 1000, SECT: 114, BLOCK: 11, LOT: I I... i!s n 10,000 LUMENS x 1.85 ACRES=18,500 LUMENS ALLOWABLE % I, V) (I t.� *,., t.� t., t.o t.� t t., t. t.o t,""'i,iteli tA t.p tA t.n t.� t.� t., t., t.� O.o •6.� t., tA t., t., I., t.-, t.1 t.o t.-I t.-, t.-, t." t.I t.-, t..� t..-, t.-o ,­o I t I t.1 t.n, t.o I, I =) 1S 0 . - Q - , I TOTAL PROPOSED LUMENS OUTPUT=15,825 LUMENS t.n t.n t., t. . .. t.1 t.o q4o'o t., t.o t.n t.n t.o t.o t.n t., t.n t.., t.,Q., t.o t.o t.." U." 1..1 -i) t.n 1.i) 9 t..-, *,." t.-I t.n 6.1 ',.oe+, � t .I t.I t.�� t,I I THE TOTAL LUMENS OUTPUT IS LESS THAN THE TOTAL ALLOWABLE LUMENS OUTPUT, CANOPY/SOFFIT LUMINAIRE POLE MOUNTED LUMINAIRE DRAWING TITLE I ft*ft, . . . . THEREFORE THE SITE LIGHTING IS SUFFICIENT. n 0 W or forrrier t.n .,, ,n .n .n ­,, ­i,, u.�I u.I t., I I Douglas I.Y.I, 1.o t.o t.o t.o t.o t.� t.� t.� t.� t.q t t 1, t t.,,, t.I t..I ".-I +..1 t.�- "." t.-� t�bt.o t..1 � * o *,.�o t.o ""*,�� MANUFACTURER: MAXILUME MANUFACTURER: McGRAW-EDISON I �oil*#am ,I n t-o *..� ".0 to t.- t..I t.-, *,.- t..-, t p t." I ) * o t.- *,.,I *,.n, MODEL: HH4-LED MODEL: GLEON GALLEON LED L. W or fdr to t-o t-` t.n N89158,15�71�;ii-�.ft* LABEL: A,B,&C LABEL: D -4) L 3 a Andrec HOusler& " tklloqren W , 0 + , L) I HOUslier -4--�_' .." t.o -0 ,,,,, rnerly I t.o rt t." t, 7 Ea) 0 t.o t.o t., 0 M� S dri t.nj t.n t..n t.n t.r t.n t.o t.o t.n t.n t.n t.n t.n t..j �75.-,4,5 1�. t...1 -I"-.mmm'1 I *1 I 1'.n *,.-I t..1 %��r 0, . ) +L I t.o t.I t.o COLOR: BRONZE COLOR: BRONZE SITE LIGHTING PLAN I- 2 (D - .1 0 0 - . , *U.- - .., 7'AX Lo7-, n , , � � I t. t.o *..+1 t -, - . 11 .1 I I *J.-o t.." t.o t.ri 0 a) Usc. ,� : 27 t.o t.� t.o t.o L. t. t. t. t. t. I..Q r)*O'W t.� t.., t., t., t., t.�- t.I t'.I , - Im C Or forrnerl 0 = "L SIDENcE I &_ , j y 0 0) ZbN,'E':R_, t.o t.o t. t.o t,,� t,.� t,.� t., t.o 19,hrl.,A�,86§1i t t., t.,, t-, t-1 ti,� 1'.I I.�-, t.,- 0.0wi.00rt.-V I..- '­-, '­o *..- 1.o T, o .1 t.-, t.� +..1 LUMINAIRE SCHEDULE :�! a)-.I-- PUBLIc 40 1 TA X L o-r.. 8 W lOrMer/y DATE: 05/03/2024 U) -�, I WATER ust... I? . 2 0 ".-,-Donn FIXTURE FIXTURE MOUNTING COLOR ARRANGEMENT LUMENS 0 0 a I ES/DEN t. t.o t.n t.n t.n t,o t.n 1;.n t.o t..n t,.o t.n t.n *u..l t,..,, t..o *.I t., t. Lin C9$tanz6-,o& .,, t.,, t-1 * 1 *.-o t-o t-o *­1 C: -5 0 1 ZONE..R-40 77AL U TAX 146 0 SYMBOL QUANTITY LABEL ARRANGEMENT COUNT MANUFACTURER/FIXTURE DESCRIPTION/MOUNTING TYPE HEIGHT LLF TEMPERATURE WATTS TOTAL WATTS OUTPUT TOTAL LUMENS t - SCALE: AS SHOWN p . T )(. C)COSt rl;0 ,,.,, t.o t o +A , .I t..I t.I t.I t.� t. - R T't,29 t., t- t­ I- t-.-, t- 1- t-1 I-- T, 1 t A ,L � 1 ,.1, 1. ­ UBL'C WATCR I o Sl�' ESOEN�10�AL USE.- T:, 30 APPROVED BY PROJECT NUMBER: 23200 PUBLIc -70NE: RESID&N . I WA 7-ER R-40 t.-I .I t.I t..1 t.o 20 " ' '. 7VAL t-1, t.1 t-o t.o .o * �o t.� t.1 t.1 6 A SINGLE 6 MAXILUME/HH4-LED-90OL-DIM10-MVOLT-MD-27K-90-HH4-4501-CL-WH/CANOPY 12'-0' 0.900 2700 K 10 60 995 5970 PUBLIC I I 1:1 PLANINING BOARD DRAWING BY: Am I I UBLIC WATER t.o U.-3 ". ".1 t.-, t.-, I - OVERALL LIGHTING PLAN 0 4 B I SINGLE 4 MAXILUME/HH4-LED-90OL-DIM10-MVOLT-tvID-27K-90-HH4-4501-CL-WH/CANOPY 16-10" 0.900 2700 K 10 40 995 3980 TOWN OF SOUTHOLD CHECKED BY: MP 1 C SINGLE 1 MAXILUME I HH4-LED-90OL-DIM10-MVOLT-MD-27K-90-HH4-4501-CL-WH/CANOPY 14'-O" 0.900 2700 K 10 10 995 995 DATE C cA-. 2-1 1 rZ_02,1�_ APPROVED BY: MP El SEAL&SIGNATURE: ALTERATION OR ADDITION TO THIS DOCUMENT EXCEPT BY A LICENSED ".., H, PROFESSIONAL ENGINEER IS A /�,4 J? vwv VIOLATION OF SECTION 7209, 1 D SINGLE 1 McGRAW-EDISON I GLEON-SA1 A-727-U-T3/POLE-MOUNTED 20'-O" 0.900 2700K 34 34 4880 4880 tz:��� SUB-DIVISION 2,OF THE NEW YORK /11 IL07- * STATE EDUCATION LAW co cc DRAWING No: t_ 9 E SINGLE 9 EXISTING POLE-MOUNTED LIGHT 16'-O* 0.900 3000K 102 918 9517 85653 * ­- .I.,I W I GRAPHIC SCALE r, 'ril �:�...­'���:Fiijl�� I 1P.-, � W f:..". .-A.. ... r- . , , 'R .. - NO T"" , ALED Z .. 40 0 20 40 80 160 k.q�. �,iii �:� 0 0 . .. .. 1 :i i: �. 0 . i i: .. I � .I�r..:�% * tl�k 2 F SINGLE 2 EXISTING DECORATIVE POLE-MOUNTED LIGHT 12'-O" 0.900 3000K 16 32 1000 2000 . i:* I- � ::k� :i'; .:.., I 1?­: 0815' i: I C-8 ..�_ I . . . ....�� ...� . I . 40 ( IN FEET ) below. OFE 6 1 G SINGLE 6 EXISTING DECORATIVE BUILDING WALLPACK 16'-0* 0.900 3000 K 8 48 530 3180 Know what's - 1 inch = 40 ft. Call before you dig. , I 0 1 + t, *0 + " `*0 __Cr�lc I F ________� --------- - + -0 �__�, \ 0- + 0 0 ��=�o-0 f 0.0 0 / I I. _� ,T: _� _�_­-'__ TOTAL(PROPOSED) 144 15825 \\ 1-800-272-4480 MARC PILOTTA, P.E. PAGE No: 5 III NEW YORK STATE PROFESSIONAL ENGINEER #081558 8 OF 14 Y:\Key CivilTrojects023123200...TMN Arlhitecture...14300 Main Road_A1attituck\DraMngs\Key CiviI123200._2026.08.19_.SPP11...SPDES...RPZ3,dwg � I '`, ,�_ ' SS i SOIL EROSION & SEDIMENT CONTROL NOTES: �'' � h` S TE EXISTING PAVEMENT 2" 1, REFER TO SITE PLAN(SHEET C-1)FOR ADDITIONAL NOTES. ,- '6 ? I G� 50'MIN. 1/8"0 STEEL WIRE ',°� � .'` � »•�� 3' r,. I I I I I I 1 2. THE STORMWATER POLLUTION PREVENTION PRACTICES PROPOSED HEREON HAVE BEEN IDENTIFIED AS THE MINIMUM fro. 1 ./ �'° '?, --W`� G%1 ? S� RECOP✓1P,AENDED PRACTICES. ADDITIONAL STORMNy1ATER MANAGEMENT FACILITIES OR PRACTICES SHALL BE INSTALLED �O :::::� �� - STAPLES 2 PER-'__`� - TO COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AND PREVENT THE INCIDENTAL DISCHARGE OF SILT-LADEN �'% � . W C'-> 7� o BALE,TYPJ 8'MIN �'�°;�;.. T . EXISTING GROUND FILTER CLOTH MOUNTABLE BERM STAPLE DETAIL B - _ B RUNOFF FROM EXITING THE SITE. CONTRACTOR TO NOTIFY IN WRITING AND CONSULT WITH THE ENGINEER OF RECORD dy '�" ',''- ,q.\-A '.,., -._---W _ _0 -.• (OPTIONAL) I IF ADDITIONAL MEASURES ARE REQUIRED OR IF THERE IS EVIDENCE INDICATING POTENTIAL OR REALIZED IMPACTS ON f�� �' o�z,<9 __ �_-- -W�� m n 1 Fj$• UNDER STONE PROFILE 10 MIL PLASTIC - 10 MIL PLASTIC LINING � - WATER QUALITY DUE TO ANY STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 6 1 \pEl � 2S R17' LINING BINDINGM L >., ,t2 �\ bb -�Wf- -`J''� of > ,�''"r. 50'MIN. Z WIRE - °D - i 26� �-_ �- Ov.�•L� f, 3. NOTHING IN THIS STORMWATER POLLUTION PREVENTION PLAN'S DRAWINGS OR ANY ASSOCIATED REPORTS RELIEVES 0 M ra :6; W N - - i R THE CONTRACTOR R N 0 0 NER,OPERATOR FROM OBTAINING') O z4 STRAW BALE 0 OB AIN NG ANY OTHER PERMITS REQUIRED BY LAW OR COMPLIANCE �� �3t�t��i°;: �S • • the wYZ7r,) �$•D9 20 OR CONCRETE _ _ WITH TAKING ALL REASONABLE STEPS TO MINIMIZE OR PREVENT ANY DISCHARGE IN VIOLATION OF NYS DEC OR WHICH �. N!\OEM' `4 0 - 'W 1:;� o. NATIVE MATERIAL 66 . EXISTING GROUND HAS A REASONABLE LIKELIHOOD OF ADVERSELY AFFECTING HUMAN HEALTH OR THE ENVIRONMENT. S BLOCK TYP. 4 ` �`J '' f-O�. l (IF EXCAVATED i -,A , ( ) I I I I I I I I ~&Fill .. ";' UA 141•$� •„� o (D I-_ 2V:1 H MAX SLOPE) WOOD OR METAL STAKES 4. CONTRACTOR SHALL BE FAMILIAR WITH THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND °s ­ 10 "E. � 0-''- • 5� E 0 - - iE SECTION B-B (2PERBALE) PLAN SEDIMENT CONTROL ("BLUE BOOK") DATED NOVEMBER 2016, ANY REPORTS PREPARED SPECIFICALLY FOR THIS � Matt! UCk - 1,•11 00_ N71 29 w N w St'iffc�Dl ve , 73 00 w a PROJECT,AND THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION FOR lm � _ $],4 + 0 0_ CONCRETE AND GROUT WASTE MANAGEMENT: STORMWATER DISCHARGE. c , Y +� t' • ; ' n1. 1. ALL WASH OFF AND NON-SOLID CONCRETE AND GROUT WASTE MUST BE CONTAINED IN AN EXCAVATED OR ABOVE 01' 0 �./r -� EXPOSE 6"OF FILTER CLOTH z V`S vAR1ES1 , ;'"_ 1 GROUND LINED CONSTRUCTED PIT. a (WIDTH WETLANDS : y` c0 ALONG BOTH SIDES 5. EROSION CONTROL MEASURES TO PREVENT THE INCIDENTAL DISCHARGE OF SILT-LADEN RUNOFF FROM EXITING THE &: �= BOUNDARYIi --�� ",r..`.,, 0 PLAN VIEW o 2. THIS FACILITY WILL RECEIVE ALL WASH WATER FROM THE CLEANING OF CHUTES,MIXERS, HOPPERS,VIBRATORS, SITE SHALL, AT A MINIMUM, CONFORM TO THE NYS STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT M � r J \ , s PLACING EQUIPMENT, TROWELS, AND SCREEDS. UNDER NO CIRCUMSTANCES WILL WASH WATER FROM THESE CONTROL UNLESS ADDITIONAL MEASURES ARE NOTED OR REQUIRED BY THE ENGINEER OF RECORD. S `k r0ir0 I �- .. -^-~ \ OPERATIONS BE ALLOWED TO INFILTRATE INTO THE SOIL OR ENTER SURFACE WATERS OR STOMWATER ,, ;^ ( i$E �' MANAGEMENT FACILITIES. �e'., '` 1 \ STABILIZED CONSTRUCTION ACCESS NOTES: 6. IT SHALL NOT BE A DEFENSE FOR A CONTRACTOR OR AN OWNER/OPERATOR IN AN ENFORCEMENT ACTION THAT IT `'y * I I 3. CAPACITY-SIZE FACILITY TO CONTAIN SOLIDS,WASH WATER,AND RAINFALL. WASH WATER SHALL BE ESTIMATED h." �- 0j o 1. STONE SIZE-USE 1-4 INCH STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. WOULD NAVE BEEN NECESSARY TO HALT OR REDUCE THE CONSTRUCTION ACTIVITY IN ORDER TO MAINTAIN M !% q= m '11 _� 2. LENGTH - NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH BASED ON THE EXPECTED FREQUENCY of CONCRETE POURS AT 1 CUBIC FOOT PER CHUTE AND 7 CUBIC FEET PER COMPLIANCE WITH THE NYS DEC STORMWATER DISCHARGE REQUIREMENTS OR IMPLEMENT EROSION AND SEDIMENT � f �\ � il I E\ WOULD APPLY). HOPPER OF THE CONCRETE PUMP TRUCK AND/OR DISCHARGING DRUM. CONTROL PRACTICES. SOIL EROSION CONTROL MEASURES SHALL BE ADJUSTED/RELOCATED BY CONTRACTOR AS .\, ii 0 ij ` . 0 \ 4. LOCATION-LOCATE FACILITY FOR ACCESS BY TRUCKS AND AS FAR AS POSSIBLE FROM DRAINAGE SWALES,STORM : Ks ""I ,::: ,: 11 ' L.... 3. THICKNESS-NOT LESS THAN SIX(6)INCHES. IDENTIFIED DURING SITE INSPECTIONS IN ORDER TO MAINTAIN EFFECTIVENESS OF CONTROL MEASURES. V., � = ' 4. WIDTH-TWELVE 12 FOOT MINIMUM,BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS DRAIN INLETS,WETLANDS,STREAMS AND OTHER SURFACE WATERS AND WHERE POSSIBLE,A MINIMUM OF 100 FEET tVjr � r;h, O E I I ( ) AWAY FROM SUCH. PREVENT SURFACE RUNOFF FROM ENTERING THE STRUCTURE. SIGNS SHALL BE PLACED TO 4 .:. IA Map data 02024 Terms . Report map error , �5_ 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 6 -�- �^ 0 I 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. IO / C �' 0 OR.D:D 9 6• 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 °Ts BEYOND THE TOP OF THE PIT WITH STAPLES AS SHOWN, AN EARTHEN BERM, SAND BAGS, STONE, OR OTHER �. � BENEATH THE ENTRANCE.IF PIPING IS IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 8. INSTALLATION OF EROSION CONTROL,CLEARING,AND SITE WORK SHALL BE DONE AS INDICATED IN THE CONSTRUCTION N.T.S. ` ./ \ I 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR STRUCTURALAPPURTENANCE. SEQUENCE. 0 .. I I \ \ RD. " a 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 � S ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. WASH AND BE SIZED BASED AS ABOVE. 9. INSTALLATION OF EROSION CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE MANUFACTURER PROJECT DATA F, ' • ,•• • \ I � DQSFING 0 I II 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. ' � - ONE STORY O 0I 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 ))) �,� MAS. CHURCH 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 SEDIh4ENT CONTROL PRACTICES AND POLLUTION PREVENTION 27835 MAIN ROAD ` b b 0 � I 10. CONTRACTOR TO ENSURE THAT THE TRACKING PREVENTION REMAINS EFFECTIVE DURING ALL CONSTRUCTION OVER HARDENED CONCRETE SHOULD BE PUMPED TO A STABILIZED AREA,SUCH AS A GRASS FILTER STRIP. MEASURES BEING IMPLEMENTED AFTER EACH RAINFALL EVENT AND DAILY WITHIN THE ACTIVE WORK AREA TO ENSURE P.O.BOX 926 >� ' s 7.2. ACCUMULATED HARDENED MATERIAL SHALL BE REMOVED WHEN 75/o OF THE STORAGE CAPACITY OF THE CUTCHOGUE,NY 11935 � . ,. \ 'OUR LADY Of GOOD D PHASES. STRUCTURE IS FILLED. ANY EXCESS WASH WATER SHALL BE PUMPED INTO A CONTAINMENT VESSEL AND THAT THEY ARE BEING MAINTAINED IN EFFECTIVE OPERATING CONDITION AT ALL TIMES. INSPECTION OF ALL I F 11.ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING STORM DRAINS,DITCHES,OR WATERCOURSES. 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 > • •' \� ! 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 a. COUNSEL R.C. CHURCH' +�- 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 I DEMOLITION LANDFILL. ON-SITE ACTIONS IN A REASONABLE TIME FRAME. SITE AREA.................................. 242,298.52 SF(5.5624 Acres) >_ ;' \ 0 � xY I DISPOSAL MAY BE ALLOWED IF THIS HAS BEEN APPROVED AND ACCEPTED AS PART OF THE PROJECTS SWPPP. CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE(RO) I.. ,' _-__--i 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 Cv m dam.O' �' �` OF 2 FEET OF CLEAN COMPACTED EARTHFILL THAT IS PERMANENTLY STABILIZED TO PREVENT EROSION. (1/2)ONE-HALF CAPACITY UNLESS OTHERWISE NOTED OR AS DIRECTED BY THE ENGINEER.THE MATERIAL SHOULD BE CURRENT USE........................... CHURCH J�I ¢ '. I a STABILIZED CONSTRUCTION ACCESS 7.4. THE PLASTIC LINER SHALL BE REPLACED WITH EACH CLEANING OF THE WASHOUT FACILITY. INCORPORATED INTO THE SITE IN A STABILIZED MANNER. PROPOSED USE......................... PARISH CENTER .. �3 •I T0 N.T.S. 7.5. INSPECT THE PROJECT SITE FREQUENTLY TO ENSURE THAT NO CONCRETE DISCHARGES ARE TAKING PLACE IN J O F -:* 0 NON-DESIGNATED AREAS. 12. TEMPORARY SEED AND MULCH SHALL BE APPLIED TO ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINISHED EXISTING FOOTPRINT............... 8,567 SF m �U Z o m `, •;, I a u m i GRADE AND VEGETATED WITHIN 15 DAYS.WHEN AREAS ARE DISTURBED AFTER THE GROWING SEASON,THEY SHALL BE PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) 13 � 0 CONCRETE AND GROUT WASTE MANAGEMENT STABILIZED WITH GEOTEXTILE FABRIC AND MAINTAINED ACCORDING TO BEST PRACTICES. COVERED ENTRY:273 SF a l W N .' 0 N.T.S. GROSS FLOOR AREA................ LOWER LEVEL......................................2,020 SF V) - 13. CONTINUE INSPECTION AND REPAIR OF STORMWATER POLLUTION PREVENTION MEASURES UNTIL THE COMPLETION OF (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF �j ' ..I I _ - - `' �\ I CONSTRUCTION AND PERMANENT STABILIZATION IS ACHIEVED. TOTAL...................................................10,528 SF 1 E I � - LIJ I 0 I n � INLET PROTECTION TYPES AND USES 14. REMOVE EROSION CONTROL MEASURES,SILT,AND DEBRIS UPON ESTABLISHMENT of PERMANENT STABILIZED COVER B 14 OF ALL UPSTREAM i TRIBUTARY AREAS. APPROXIMATE LOCATION OF PROPOSED INLET APPROXIMATE LOCATION OF �' .I I r II Q � :�\`J L ��"F PROPOSED CONSTRUCTION FENCE PROTECTION(TYP.) CONCRETE WASHOUT AREA 1�° a 1 I TYPE EXAMPLE USAGE NOTES 15. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF L >` ( AROUND PROPOSED WORK AREA IN ACCORDANCE WITH ALL CITY,STATE,AND FEDERAL LAWS AND APPLICABLE CODES. J (SHOWN OFFSET FOR CLARITY) ® I 3 � SILT FENCE NOTES AUGN .. APPROXIMATE LOCATION -_.-._-_ 0 O FABRIC PLACED THIS METHOD OF INLET PROTECTION IS NOT 1. PLACE SILT FENCE AT LOCATIONS AS SHOWN ON PLANS AS WELL AS DETAILS. A 2 1 2025 i OF CONSTRUCTION v - 0 UNDER INLET NOT PERMITTED N �' �^ \ 11 ( 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. SOUTHOU!-I 3;l,t L_ L '� .. 11 DUMPSTER �'-O GRATE CONTRACTOR SHALL FIELD-VERIFY EXISTING CONDITIONS AND NOTIFY OUR OFFICE IF ACTUAL SITE CONDITIONS DIFFER LL m O � �, J . 1,//// I 1 I 3. SILT FENCE SHALL REMAIN IN PLACE FOR THE DURATION Of THE PROJECT UNLESS OTHERWISE DIRECTED BY THE PtANNINC is",RD 0 �w 11 1 I FROM THAT SHOWN ON THE PLAN,OR IF THE PROPOSED WORK WOULD BE IMPACTED BY ANY OTHER SITE FEATURES. r MAXIMUM SIDE SLOPES OF 2:1. GOVERNING AGENCY. L -J ..........' ., �.._._ EXCAVATED DURING INITIAL OVERLOT GRADING O i-� • • .,, . PROPOSED CONSTRUCTION MINIMUM DEPTH 1 FOOT. 4. DO NOT PLACE MATERIAL AGAINST SILT FENCE. I DROP INLET AFTER THE STORM DRAIN TRUNK IS 17. EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED BY THE CONTRACTOR. 3 0 ,�`' 1 0',',- GATE AND ENTRANCE MAXIMUM DEPTH 2 FEET. 5. INSPECT SILT FENCE IMMEDIATELY AFTER PLACING ANY MATERIAL NEARBY. � . •• PROTECTION INSTALLED CONTAIN 900 OF PER TRIBUTARY ACRE. 6. REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY. O i., .. 11 08/19/25 AD ISSUED FOR BID c •- ' •�� •� APPROXIMATE LOCATION OF • • • • 0 18. REFER TO GRADING AND LANDSCAPING PLANS FOR ADDITIONAL INFORMATION. ii-, 0 MAX SLOPE OF 1%OF SURROUNDING AREA. p CONSTRUCTION TRAILER AND FABRIC DROP DURING FINAL ELEVATION GRADING 10 07/08/25 AD REV.PER TOWN AND NYSDOT COMMENTS ` `' •• TEMPORARY SANITARY FACILITIES • •0 � I % s. II INLET PHASES AFTER THE STORM DRAIN 1.5'MAX UN-REINFORCED HEIGHT OF FABRIC. UPSTREAM(AREA OF DOWNSTREAM/EXISTING 19. CONTRACTOR SHALL CLEAN ALL ON-SITE EXISTING&PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPE .. ...... . ®.\\'. ... ... � ''' ' ' '' ' ' '' ' ' '`''..' '`' 1 PROTECTION SYSTEM IS COMPLETED MAINTAIN OVERFLOW TO DROP INTO THE -7-UNDISTURBED GROUND AT END OF PROJECT AS WELL AS ANY OFF-SITE DRAINAGE STRUCTURES THAT MAY HAVE RECEIVED RUNOFF FROM THE 9 04/11/25 AD REV.PER TOWN AND NYSDOT COMMENTS ;�.'.'.'.'.'.'. ..�..:......... . .. ... :.�. . .. 50' I DROP INLET. SITE. '.'.'.'.'.'.' •.•.•.• .•.•.•-•.•.'.•.•.•- >,. .)' • ' ' ••• •• m cI MINIMUM STONE BARRIER HEIGHT OF 1'. -WOOD OR METAL FENCE POSTS SPACED 8 02/05/25 AD REV.PER SCWA COMMENTS DATED 01/28/25 ..•�"\\ 20, CONTRACTOR SHALL PROVIDE TEMPORARY INLET PROTECTION BEYOND THE LIMITS OF DISTURBED AREA AS • i m STONE&BLOCK DURING THE INITIAL AND INTERMEDIATE MAXIMUM STONE BARRIER HEIGHT OF 2'. 8'0"O.C.MAXIMUM (METAL FENCE . .. . .�. > ......... .. .... .. .. . ... ..... .. . . .. . -. . .. -- ors APPROVED FILTER FABRIC MEETING ' ••• •e ••••• • •• ••••• • TP I III DROP INLET OVERLOT GRADING OF A DO NOT USE MORTAR. POSTS OR APPROVED EQUAL TO BE NECESSARY TO PREVENT SILT AND DEBRIS FROM CONSTRUCTION ACTIVITIES GETTING INTO ANY DRAINAGE SYSTEM 7 01/27/25 AD REV.PER SCDHS COMMENTS DATED 01/24/25 Imo• ® 1 N.Y.S.SPECIFICATIONS(3-0 WIDE) INSTALLED IN ASPHALT PAVEMENT) FOR WHICH THE PROJECT IMPACTS. 0 1 PROTECTION CONSTRUCTION SITE LIMIT HEIGHT TO PREVENT PONDING OR .+�' 1 '' ,• 0 0 _ 6 01/21/25 AD REV.PER UPDATED SEPTIC LAYOUT 0 0 BYPASS FLOW. .g• • r-• 9 • I FLOW 21. CONTRACTOR SHALL LOCATE CONCRETE WASHOUT AREA, STOCKPILE AREA, AND CONSTRUCTION WASTE MATERIAL ®. � ? ROTATE POSTS TOGETHER 5 12/06/24 qp REV.PER UPDATED ELECTRIC AND RPZ WATER • �Y _ 0 USE WITH UPSTREAM BUFFER STRIPS AND � � STORAGE AREAS SO AS TO MINIMIZE EXPOSURE TO STORMWATER. CONSTRUCTION WASTE SHALL BE IMMEDIATELY ., 0 USED AFTER PAVEMENT BEFORE INSTALLATION s SERVICE LOCATIONS ., ., 0 PAVED SURFACE WITH TEMPORARY SURFACE STABILIZATION. COMPACTED SOIL c PLACED IN ON-SITE STORAGE CONTAINERS UNTIL READY FOR OFF-SITE DISPOSAL.CONTRACTOR SHALL MAINTAIN SPILL :. •' I- I CONSTRUCTION HAS BEEN DONE WHILE N 4 11/22/24 AM REV.PER UPDATED ELECTRIC AND TELECOM `•' 0 IV INLET PLACE AT INLET PERIMETER OR BEYOND. / \ PREVENTION&RESPONSE EQUIPMENT AND MAKE AVAILABLE ON-SITE FOR USE BY CONTRACTOR'S EMPLOYEES TRAINED SERVICE LOCATIONS > `•_. ..` .` FINAL GRADING AND SOIL SECOND PROTECTION INTEGRATE TRAFFIC SAFETY. IN THE APPLICATION OF SPILL PREVENTION&RESPONSE PROCEDURES. REV.PER TOWN COMMENTS DATED 09/11/24 AND ` 22' STABILIZATION IS OCCURRING � SILT FENCE 3 10/02/24 AM - 9.11'; 9.11' APPROXIMATE LOCATION OF 0 DO NOT CAUSE FLOODING OR BYPASS FLOW. SCDHS COMMENTS DATED 10/02/24 io 19 94'I 1 22 CONCRETE WASHOUT AREAS ' 19.52' r.:: 57.81': ,�, CONTRACTOR SHALL IDENTIFY LOCATION OF WASTE CONTAINERS,FUEL STORAGE TANKS, FItEXT 'yr;'„ "" cn FABRIC WILL EQUAL OR EXCEED THE 2 07/19/24 AM ISSUED TO TOWN `, DIN AND ANY OTHER LOCATIONS WHERE HAZARDOUS MATERIALS ARE STORED ON THE PLAN. ``` I !` ... PERFORMANCE STANDARD FOR THE SILT MANUFACTURED INSTALLED AND ANCHORED 6" ;,, ,,, PROPOSED SINGLE-STORY PARISH CENTER ` 0 I ACCORDANCE WITH THE FENCE FABRIC THC INSERTS WILL BE FIRST SILT 1 05/14/24 DO REV.PER CLIENT COMMENTS 0 DIG 6"WIDE AND 6"DEEP o 23. DENIATERING(IF REQUIRED)SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL&STATE REGULATIONS,AND IT IS THE WITH UNFINISHED PARTIAL CELLAR : . 0 V INSERT INLET MANUFACTURERS RECOMMENDATIONS INSTALLED TO PRESERVE A MINIMUM OF 50% ,;; Y TRENCH,BURY BOTTOM N FENCE y { :, 0 PROTECTION AND DESIGN DETAILS OF THE OPEN UNOBSTRUCTED DESIGN FLOW RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY NECESSARY ASSOCIATED DISCHARGE PERMITS. NO. DATE BY DESCRIPTION UNFINISHED PARTIAL CELLAR:2,020 SF ,.,, i'p 0 0 1'-0"OF FILTER FABRIC, Iy .-.' ' 0 0 AREA OF THE STORM DRAIN INLET OPENING. TAMP IN PLACE PST TYP.) STAPLE(TYP.) FIRST FLOOR:8,508 SF ( 24. THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSED FOR THIS SITE: ,:..... ? J- " .. COVERED ENTRY:273 SF :; 0 0 APPROXIMATE LOCATION OF a. STABILIZED CONSTRUCTION ENTRANCE!EXIT-A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT SHALL BE or •.-. PROPOSED SILT FENCE ALONG 0 INLET PROTECTION NOTES: INSTALLED AT THE DRIVEWAY ON FLANDERS ROAD;THIS AREA SHALL BE GRADED SO THAT RUNOFF WATER WILL BE ' 1I. CONSTRUCTION FENCE( HOW 0 FOR THE SITUATION AND THEIR MEANS AND METHODS UNLESS W OD R RETAINED ON SITE 97 2T F.F.EL.25.00 0 C E S N 0 0 1. CONTRACTOR MAY USE THE TYPE SUITABLE .. JOINING FEN > 40.23' `.`. OFFSET FOR CLARITY) I•,j i NOTED OTHERWISE ON PLAN. CONTRACTOR MUST SUBMIT SPECIFICATION OF ANY TYPE V TO ENGINEER 8'O.C. SILT FENCE/FILTER METAL FENCEPOST b. INLET PROTECTION-IMMEDIATELY INSTALL FOR EACH INLET AS DRAINAGE STRUCTURES ARE INSTALLED. I.` .•-. -•• - •.•.• • • • - -• • - - . . .•. • i ( ) FABRIC c. DUST CONTROL-STOCKPILES OF SOIL SHOULD BE LIMITED TO 15'MAXIMUM HEIGHT AND REMOVED OR UTILIZED 0 BEFORE USE TYP. 1. . ` •.•,`,`, '•' •,`,',`.`,-,` ' r e _ EXCEED 1 ACRE. FOR SITE CONSTRUCTION AS SOON AS PRACTICABLE. SHOULD EXCESSIVE DUST BE GENERATED, THE ��^ ,. ` ` ` _ 1i1 . _ d 2 THE DRAINAGE AREA FOR A STORM DRAIN INLET WITH INLET PROTECTION SHALL NOT EXCE I�.�` 0 .G+.....-`.--�.*�`.•. •-,.-.T.-.� r •- --•T --•T- -� -T- _ - •r 3. IMMEDIATELY INSTALL INLET PROTECTION WHEN A STORM DRAIN INLET IS CONSTRUCTED. ` ':;' ` ' ",', • CONTRACTOR SHALL APPLY WATER TO BARE SOIL SURFACES TO MINIMIZE BLOWING DUST. !' ! 0 0 - • fm• o ••- •-• •. Vd . �� ' •�y�:,:,,"_„�,' I - gQ -LC(�D--•--�„n 4. EROSION CONTROLITEMPORARY STABILIZATION MEASURES MUST BE IMPLEMENTED ON THE DISTURBED 3 0 \ • .• ✓• • -- - - �*-� - ` -�LpP pp DRAINAGE AREA TRIBUTARY TO THE INLET. 25. THE RIGHT-oF-WAY IS NOT TO BE USED FOR STORAGE OR STAGING OF EQUIPMENT OR MATERIALS DURING .�`.• S O . . . 0 T O �•`�'•`+'�'+' •� 1 STY. 5. TYPE IV INLET PROTECTION PRACTICES INCLUDE COMPOST FILTER SOCKS,GEO UBES FILLED WITH BALLAST, I } 1 CONSTRUCTION. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING THE RIGHT-OF-WAY DURING -.. T cc�7 4D S AND OTHER APPROVED EQUAL MANUFACTURED SURFACE BARRIERS. DIRECTION OF CONSTRUCTION AND SHOULD INSTALL FENCING ALONG THE PROPERTY'S FRONTAGE TO LIMIT ACCESS FOR O 0 \ `.`.-.`.`. .�. . - 0 0 0 WT � • •- / 6. TYPE V INLET PROTECTION PRACTICES INCLUDE DANDY SACK,FLEXSTORM CATCH-IT,ULTRATECH ULTRA-DRAIN SURFACE RUNOFF PLAN CONSTRUCTION VEHICLES TO DEFINED POINTS OF INGRESS/EGRESS. � � r I IF, G 0 0 IL EIV311 -..,.`` .c •` `.- 0 0 Z GUARD,AND OTHER APPROVED EQUAL MANUFACTURED INLET INSERT. 26. IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS PERMANENTLY OR TEMPORARILY(EXISTING DISTURBED AREA WILL p __-� �_ INLET PROTECTION STANDARD SILT FENCE NOTES: NOT BE DISTURBED AGAIN WITHIN 14 CALENDAR DAYS OF THE PREVIOUS SOIL DISTURBANCE)CEASED,THE APPLICATION 664 BLUE POINT ROAD, UNIT B Z I 0 0 0 0 0 E5-0z ; N.T.S. 1. THE SLOPE OF THE LAND FOR AT LEAST 30 FEET ADJACENT AND UPSTREAM TO STANDARD SILT FENCE SHALL OF SOIL STABILIZATION MEASURES MUST BE INITIATED BY THE END OF THE NEXT BUSINESS DAY AND COMPLETED H O LTS V I LLE NEW YO R K 117 42 0 0 0 0 0 0 0 I; NOT EXCEED 5%. WITHIN FOURTEEN(14)DAYS FROM THE DATE THE CURRENT SOIL DISTURBANCE ACTIVITY CEASED. (631�) 961-0506 0 I 2. WHEN TWO SECTIONS OF FILTER FABRIC ADJOIN EACH OTHER THE END POSTS SHALL BE ROLLED TOGETHER A 0 0 0 MINIMUM OF3TIMES. www.KeyCivilEngineering.col'1'1 0 0 0 0 0 PROPOSEDTREE STANDARD SILT FENCE 0 0 0 0 0 PROTECTION FENCE I �' f N.T.S. AREA DATA PROJECT NAME FM 67 0 (TYP.) 0 D • ao. I EROSION CONTROL COVER i�� �i�i��i(/xX"i���i���i�y��I 0 Q 0 �/\ ��i��i��ii�ij,�i��ij!i�ij,�i/�j PROPERTY AREA................................ 242,298.52SF(5.5GAcres) ROMAN CATHOLIC CHURCH OF THE SACRED �`°�'� �� Q ♦� ♦ 0 0 "` 0 Q I STOCKPILE PERIMETER "I 1. y!/. �-to 11(MAX) TOTAL DISTURBED AREA.................. 43,360.90 SF(0.99 Acres) HEART PROPOSED PARISH CENTER N z 0 �,0 0 0 SEDIMENT CONTROL �� �� 10'-0"MIN. 14300 MAIN ROAD 1-o�I 3 I 2S'so,, ` 0 0 0 0 em 0 (SILT FENCE SHOWN) /���\ � c_0a SMATERIAL "ZI, . (nP') EXISTING IMPERVIOUS AREA 6,812.79 SF(0.16 Acres) MATTITUCK NY 11952 _j w Gj U 1 W 08 0 0 /I� �, _ ��ii� PERVIOUS AREA 35,495.21 SF(0.81 Acres `0 ��j��� �!���/ TREE PROTECTION ZONElDRIPLINE ) TOWN OF SOUTHOLD, COUNTY OF SUFFOLK x W Z I 0 0 0 % 0 0 SANDBAGS i�i// !, I 14 w No j 0 0 \,I I PROPOSED IMPERVIOUS AREA 26,736.82 SF(0.61 Acres) DIST.: 1000, SECT.: 114, BLOCK: 11, LOT: 1 I Wltb 0 0 0 d 0 Q Q I -11,11,111,111,111,11"..00 PERVIOUS AREA 16,624.08 SF(0.38 Acres) now30, 0 0 I . DRAWING TITLE m er1 you1 or for I .. , y STOCKPILE NOTES: 4'TALL FLUORESCENT ORANGE D i I 'Andrea rea H°a�s�r �C I now F �(89•$8,So„ +_ 0 0 1. STOCKPILE MANAGEMENT INCLUDES MEASURES TO MINIMIZE EROSION AND SEDIMENT TRANSPORT FROM SOILS OR HIGH-DENSITY CONSTRUCTION SOIL EROSION 7 L L7 er Kare °r form erl I �/ 0 OTHER ERODIBLE MATERIALS STORED AT THE CONSTRUCTION SITE. SPECIAL ATTENTION SHOULD BE GIVEN TO FENCE OR APPROVED EQUAL AREA WITHIN TREE PROTECTION E -a C07 n Malcoms00 I �75•4$' "' �0 0 STOCKPILES IN CLOSE PROXIMITY TO NATURAL OR MANMADE STORM SYSTEMS. PROTECTION OF STOCKPILES IS A ZONE TO REMAIN UNDISTURBED 0 0 ```- - YEAR-ROUND REQUIREMENT. D I M E T CONTROL LA `+- TAX `�^�`1 _ 2. THIS DETAIL DOES NOT APPLY TO CONTAMINATED MATERIALS WHICH REQUIRE ADDITIONAL MEASURES. 6'LONG WOOD OR STEEL DURING CONSTRUCTION L USE; RES 27 noW or former 1 _� 3. LOCATE STOCKPILES AS FAR AWAY FROM BODIES OF WATER, INFILTRATION AREAS,INLETS,AND OTHER DRAINAGE FENCE POSTS. POSTS SHALL ENC JO 1 BE SPACED HORIZONTALLY 8' �;:,,., ,, ,,,_ ; O Q ZOfyE,R E hn q B Y now ar SYSTEM COMPONENTS AS POSSIBLE SO AS NOT TO OBSTRUCT NATURAL DRAINAGE OR CAUSE OFF-SITE w%; ,._„-:' "1,7 %, " � "y DATE: 05/03/2024 p(j -40 1 TAX agIIVI I (� former! ON CENTER MAXIMUM. s....,:.� _>' , . ,i,3;,,, 3 m � BLIC WATER USE: R SOT: 28 °►1h Cast �/ ENVIRONMENTAL DAMAGE. .Ig`�yy 4% j..::i-r,�:_, O O p I I ESiDEN Lind °rlZO & 4. WEEDS SHOULD NOT BE ALLOWED TO GROW ON STOCKPILES. y .,' %r%�' %%'- %t% 4- E R- �A!_ TAX ° Sta 5. WHEN THE STOCKPILE IS NO LONGER NEEDED,PROPERLY DISPOSE Of EXCESS MATERIALS AND RE-VEGETATE OR AREA F SITE r SCALE: 1° =40' -) 01 p Z0M 40 US L CO n Z o s ;,,�' �-yam: �-' I. ;,x.'.>. " ,. r -;. :.;: AREA OF SITE UBLIC• WATER I E: RESIDENTjAT 29 TA ° F- j.; �s%, ;x :%%s,..;jj,:-> L USE. X LOT.• 30 OTHERWISE STABILIZE THE GROUND SURFACE WHERE THE STOCKPILE WAS LOCATED. CONSTRUCTION ;< ,,,.a ,,,;<�r ,',,, .'! ' ,<-'-=- '",-'; CONSTRUCTION 1 PUBLIC W ZONB;R`4p ReSIDEN 6. FOR STOCKPILES MAINTAINED FOR MORE THAN ONE DAY, A SEDIMENT CONTROL SYSTEM, CONSISTING OF SILT APPROVED � n n PROJECT NUMBER: 23200 A TER pV UNC:R-40 AL I FENCING OR COIR LOG,SHALL BE INSTALLED AND MAINTAINED ON DOWNHILL SIDES TO CONTAIN MATERIAL. 2 A P P ROV E U BY WA7•c 6.1. FOR TEMPORARY STOCKPILES ON THE INTERIOR PORTION OF A CONSTRUCTION SITE,WHERE OTHER DRAWING BY: AM DOWN-GRADIENT CONTROLS,INCLUDING PERIMETER CONTROL,ARE IN PLAICE,STOCKPILE PERIMETER PLANNING BOARD 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 TOWN OF SOUTI`��Jt� 6.3. FOR STOCKPILES INACTIVE USE,PROVIDE A STABILIZED DESIGNATED ACCESS POINT ON THE UPGRADIENT DISTURBANCE. APPROVED BY: M P SIDE OF THE STOCKPILE. 2. CONSTRUCTION VEHICLES To STAY AS FAR AS POSSIBLE FROM TREE PROTECTION FENCE TO PREVENT 6.4. SEDIMENTS SHALL BE REMOVED WHEN SEDIMENT ACCUMULATION REACHES ONE-THIRD(1/3)OF THE BARRIER COMPACTION OF TREE ROOTS. DATE 0 G�- 2-' , Zf�Z_s SEAL& SIGNATURE: ALTERATION OR ADDITION TO THIS HEIGHT. DOCUMENT EXCEPT BY A LICENSED 6.5. INSPECT STOCKPILE SEDIMENT CONTROL SYSTEM IMMEDIATELY AFTER MODIFYING STOCKPILE. TREE PROTECTION FENCE 1.1 F NEw Y PROFESSIONAL ENGINEER IS 7209, GRAPHIC SCALE 6.6. REPAIR AND/OR REPLACE PERIMETER CONTROLS AND COVERS AS NEEDED,OR AS DIRECTED BY THE Q 4 VIOLATION OF SECTIONWYO SUB-DIVISION 2,OF THE NEW PORK ENGINEER,TO KEEP THEM FUNCTIONING PROPERLY. N.T.S. G,r kr., J,.� ��G O Mot ! STATE EDUCATION LAW 40 0 20 40 so 160 I. ? 7. THE TOE of STOCKPILES SHALL NOT BE AGAINST SITE PERIMETER SEDIMENT CONTROL. I 4�/'-t'-�== --� . 1 +�,Q' r * 8. FOR STOCKPILES INACTIVE FOR MORE THAN 14 DAYS, STABILIZE THE STOCKPILE TO PREVENT SEDIMENT f7 DRAWING No: TRANSPORT USING AN EROSION CONTROL SYSTEM,CONSISTING OF TEMPORARY SEEDING AND MULCHING,PLASTIC /GEOTEXTILE COVERING,SOIL BINDERS,OR EROSION CONTROL BLANKETS. USE OF MULCH OR SOIL BINDERS ONLY J'­. '1 W ( IN FEET ) IS ACCEPTABLE IF THE STOCKPILE WILL BE IN PLACE FOR NO MORE THAN 60 DAYS. - %� � NOT f'►= SALED � 9. IMPLEMENT DUST CONTROL PRACTICES AS APPROPRIATE ON ALL STOCKPILED MATERIAL. .. , ?:... 1 inch = 40 ft. , ,:. �" ;. MATERIAL STOCKPILE zs° °8i N`p� �'`9 . �,�' N.T.S. : `" A`�OPE Know what's below. Call before you dig. 1-800-272-4480 1 MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 9 OF 14 Y:1Key CivilYrolects\2023\23200 JMN Architecture...14300 Main Road_Mattituck0rawmgsVey CIvI\23200„2025.08.19_SPP11__SPDES...RPZ3.dwg i ,N 2020 NYS FIRE CODE COMPLIANCE TABLE s .,5Ir ITEM SECTION PERM ITTEDIREQUIRED PROVIDE _ APPROVED FIRE APPARATUS ACCESS ROADS SHALL D BE PROVIDED FOR EVERY FACILITY � � , �o� ,��"•� � �. BUILDING OR PORTION OF A BUILDING HEREAFTER CONSTRUCTED OR MOVED INTO OR '.'.: WITHIN THE JURISDICTION.THE FIRE APPARATUS ACCESS ROAD SHALL COMPLY WITH THE O %�.•,�� +a�'- ,�;�sa, � � REQUIREMENTS OF THIS SECTION AND SHALL EXTEND TO WITHIN 150 FEET OF ALL �! PORTIONS OF THE FACILITY AND ALL PORTIONS OF THE EXTERIOR WALLS OF THE FIRST P 45.42 I '. 9 _ STORY OF THE BUILDING AS MEASURED BY AN APPROVED ROUTE AROUND THE EXTERIOR '� � ✓ •,•, ��� A �;'>i ' OF THE BUILDING OR FACILITY. 25 o F:F ��' 1.THEE FIRE CODE OFFICIAL IS AUTHORIZED TO INCREASE THE DIMENSION OF 150 FEET(45 ✓�2��\O�l o� 720 MM)WHERE ANY OF THE FOLLOWING CONDITIONS OCCUR: ��' 260 Wn ei'at0 _ �- WHERE REQUIRED §503.1.1 1.1.THE BUILDING IS EQUIPPED THROUGHOUT WITH AN APPROVED AUTOMATIC SPRINKLER COMPLIES ' EXISTING FIRE HYDRANT ,�-W G i' SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1,903 3.1.2 OR 903.3.1.3. ' OD 1.2.FIRE APPARATUS ACCESS ROADS CANNOT BE INSTALLED BECAUSE OF LOCATION ON rNi �"y #166�N� o 'I?' ,� �j8.7 PROPERTY,TOPOGRAPHY,WATERWAYS,NON-NEGOTIABLE GRADES OR OTHER SIMILAR -W or.S _ CONDITIONS,AND AN APPROVED ALTERNATIVE MEANS OF FIRE PROTECTION IS PROVIDED. .' 1.3.GROUP U OCCUPANCIES. e ` V�w-f _..r•t ms sM ! R17 ® 1.4 ONE-OR TWO-FAMILY DETACHED DWELLINGS OR NOT MORE THAN TWO GROUP R-3 Ma LQ +" OCCUPANCIES THAT MEET THE REQUIREMENTS OF SECTION 11 tI U�" z %1ff01K#A ' mw W g- o C 5 s'< � gjj '�$�' I E'A • )') 0 2.WHERE APPROVED BY THE FIRE CODE OFFICIAL,FIRE APPARATUS ACCESS ROADS SHALL "* tL6a 61( wIn : 6 •09 2 I mo, '> �---eflr"w DOUBLE < o. BE PERMITTED TO BE EXEMPTED OR MODIFIED FOR SOLAR PHOTOVOLTAIC POWER t8t O "'�• i' 'c O O GENERATION FACILITIES. IES� rF3 y� E �W1pTH`1AR WETLANDS ) _ wN((E LI t�I•a o PST. WHERE FIRE APPARATUS ACCESS ROADS OR A WATER SUPPLY FOR FIRE PROTECTION ARE BOUNDARY t s.. 0 � ! REQUIRED TO BE INSTALLED,SUCH PROTECTION SHALL BE INSTALLED AND MADE 00 E -?1.29 5 CONIC.WALK w� TIMING OF SERVICEABLE PRIOR TO AND DURING THE TIME OF CONSTRUCTION EXCEPT WHERE . j 503.1.1 7 � Q 1 INSTALLATION § APPROVED ALTERNATIVE METHODS OF PROTECTION ARE PROVIDED.TEMPORARY STREET COMPLIES � �, Ct, � g S� �+ n 5.O V 2O. I SIGNS SHALL BE INSTALLED AT EACH STREET INTERSECTION WHERE CONSTRUCTION OFF,,, ::.., ` (�jt 4s GRASS ^ NEW ROADWAYS ALLOWS PASSAGE BY VEHICLES IN ACCORDANCE WITH SECTION 505.2. o�- • to FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED WIDTH OF NOT LESS m o I I . . THAN 20 FEET,EXCLUSIVE of SHOULDERS,EXCEPT FOR APPROVED SECURITY GATES IN ... .• ff C. J t \ DIMENSIONS §503.2.1 ACCORDANCE WITH SECTION 503.6,AND AN UNOBSTRUCTED VERTICAL CLEARANCE OF NOT COMPLIES ..,;> �* �. 3 jH�GE GRASS m Typical Fire Truck feet �+� o s. I LESS THAN 13 FEET 6 INCHES. '✓, FIRE DEPARTMENT CONNECTION. . ru _`"'?� I' " Ma data Terms . Re FIRE APPARATUS ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT THE ��"" ,:,i P port a map error REFER TO RPZ PLAN FOR Q SURFACE §503.2.3 IMPOSED LOADS OF FIRE APPARATUS AND SHALL BE SURFACED SO AS TO PROVIDE COMPLIES ADDITIONAL INFORMATION. CROSS Width 8.00 ALL-WEATHER DRIVING CAPABILITIES. nff VICINITY MAP I Track .00 DEAD ENDS §503.2.5 PROVIDED WITH H AN APPROVED AREA E APPARATUS ACCESS FORDTURNING AROUND FIRE APPARATUS.S IN EXCESS OF 150 FEET IN SHALL BE NOT APPLICABLE N.T.S. 0 �� I I Lock to Lock Time 6,O WHERE REQUIRED BY THE FIRE CODE OFFICIAL,APPROVED SIGNS OR OTHER APPROVED �+. NOTICES OR MARKINGS THAT INCLUDE THE WORDS NO PARKING-FIRE LANE SHALL BE PROJECT DATA �' ti ,F CONIC,WALK 9 sms I HIBIT Steering Angle 33.2 MARKINGS §503.3 THEPROVIDED OBSTRUCTIONONTHEREOF FIRE TTHUS EMEANSBOYWH!CHADS OFlRELANESAREENTIFY SUCH R ESDGNOATEDSHA COMPLIES C) "' SHALL L0 - BE MAINTAINED IN A CLEAN AND LEGIBLE CONDITION AT ALL TIMES AND BE REPLACED OR APPLICANT/OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART Ek L 1 REPAIRED WHEN NECESSARY TO PROVIDE ADEQUATE VISIBILITY. 27835 MAIN ROAD H CONIC.WALK P 0 BOX 926 s i THE FIRE CODE OFFICIAL IS AUTHORIZED To REQUIRE THE INSTALLATION AND R. _ CUTCHOGUE,NY 11935 MAINTENANCE OF GATES OR OTHER APPROVED BARRICADES ACROSS FIRE APPARATUS ro ACCESS ROADS,TRAILS OR OTHER ACCESSWAYS,NOT INCLUDING PUBLIC STREETS, �� p m g � REQUIRED GATES OR TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 11,Lot 1 # o BARRICADES ACCORDANCE WITH US 325.GATES GATE OPERATORS,WHERE PROVIDED,SHALL BE LISTED IN NOT APPLICABLE iwALLEYS OR U H � � O I § 3 5 A ES INTENDED FOR AUTOMATIC OPERATION SHALL BE AREA.................................. SF(5.5624 Acres) IXISIING 50 z p• O DESIGNED,CONSTRUCTED AND INSTALLED TO COMPLY WITH I THE REQUIREMENTS OF ASTh1 SITE A 242 298 52 GRAJ �4300 F2200. CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE(RO) Q •s CURRENT USE LADY THE INSTALLATION OF SECURITY GATES ACROSS A FIRE APPARATUS ACCESS ROAD SHALL ,.. OUR OF GOOD ........................... CHURCHCOUNSEL R.C. CHURCH' e. BE APPROVED BY THE FIRE CODE OFFICIAL.WHERE SECURITY GATES ARE INSTALLED,THEY ❑ I CONC.W ,�, SHALL HAVE AN APPROVED MEANS OF EMERGENCY OPERATION.THE SECURITY GATES AND PROPOSED USE......................... PARISH CENTER Z - 3 GRASS SECURITY GATES §503.6 THE EMERGENCY OPERATION SHALL BE MAINTAINED OPERATIONAL AT ALL TIMES.ELECTRIC NOT APPLICABLE E T..... .9 � GATE OPERATORS,WHERE PROVIDED,SHALL BE LISTED IN ACCORDANCE WITH UL 325. EXISTING FOOTPRINT ......... 8,567 SF 5 m H 1 0l GATES INTENDED FOR AUTOMATIC OPERATION SHALL BE DESIGNED,CONSTRUCTED AND w 2 o ( INSTALLED TO COMPLY WITH THE REQUIREMENTS OFASTM F2200. PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) N JQ] ~ .. O I I Re 2 'I ( FIRE APPARATUS ACCESSIBLE UILDINGS OR PORTIONS OF BUILDINGS HERAFTER CONSTRUCTED SHALL BE COVERED ENTRY:273 SF O FIRE DEPARTMENT APPARATUS BY WAY OF AN APPROVED FIRE APPARATUS GROSS FLOOR AREA................ LOWER LEVEL......................................2,020 SF F- u ( D 1021 Q Q ACCESS AN D ACCESS ROAD WITH AN O V�� I zI EXISTING I ACCESS ROADS LOADING § COMPLIES (WITH AREA BREAKDOWN) ..................................... J m 0 BSIV F SUPPORTING THE IMPOSED LOAD OF FIRE APPARATUS WEIGHING UP TO 0 ASPHALT PARKING �- m ' A L CONCRETE OR OTHER APPROVED DRIVING SURFACE C W TOTAL LEVEL 05528 SF CAPABLE 0 75 00 X U j=1 4•+ 20.8' POUNDS. ACCESS ROAD WITH WHERE A FIRE HYDRANT IS LOCATED ON A FIRE APPARATUS ACCESS ROAD,THE MINIMUM ~IZ _ R' 0. m A HYDRANT §D103.1 ROAD WIDTH SHALL BE 26 FEET EXCLUSIVE OF SHOULDERS SEE FIGURE D103.1. NOT APPLICABLE•NO HYDRANT ON SITE X CONC.WALK FIRE APPARATUS ACCESS ROADS SHALL NOT EXCEED 10 PERCENT IN GRADE. �} ;;;:� - • GRADE §D103.2 EXCEPTION:GRADES STEEPER THAN 10 PERCENT AS APPROVED BY THE FIRE CODE COMPLIES AUG �j �J�-o I OFFICIAL. A L 1 2OL5 20.9': nJI r '1 I DEAD-END FIRE APPARATUS ACCESS ROADS IN EXCESS OF 150 FEET SHALL BE PROVIDED (� \L�/ DEAD ENDS §D103.4 NOT APPLICABLE B ' W WITH WIDTH AND TURNAROUND PROVISIONS IN ACCORDANCE WITH TABLE D103.4. SOUTHOLG Iv;, I t7 B GAZEBO --_ GATES SECURING THE FIRE APPARATUS ACCESS ROADS SHALL COMPLY WITH ALL OF THE �- - 3 Z FOLLOWING CRITERIA:L SERIA: >+1� +460 ® rT° 1.WHERE A SINGLE GATE IS PROVIDED,THE GATE WIDTH SHALL BE NOT LESS THAN 20 FEET. WHERE A FIRE APPARATUS ROAD CONSISTS OF A DIVIDED ROADWAY,THE GATE WIDTH ±460 PROPOSED 6"0 FIRE VI SHALL BE NOT LESS THAN 12 FEET. 0 L_ i^ SPRINKLER SERVICE TO W v y 2.GATES SHALL BE OF THE SWINGING OR SLIDING TYPE. 11 08/19/25 AD ISSUED FOR BID f�._ " s PROPOSED BUILDING ` I 3.CONSTRUCTION OF GATES SHALL BE OF MATERIALS THAT ALLOW MANUAL OPERATION BY jK 10 07/08/25 AD REV.PER TOWN AND NYSDOT COMMENTS `F"' ONE PERSON. L J GIN' 0 ART I FIRE APPARATUS 4.GATE COMPONENTS SHALL BE MAINTAINED IN AN OPERATIVE CONDITION AT ALL TIMES - ACCESS ROAD §D103.5 NOT APPLICABLE ° '"'��� :�: R5� BRK. AND REPLACED OR REPAIRED WHEN DEFECTIVE. 9 04/11/25 AD REV.PER TOWN AND NYSDOT COMMENTS Y r J' PINTR GATES 5.ELECTRIC GATES SHALL BE EQUIPPED WITH A MEANS OF OPENING THE GATE BY FIRE 3 � �~ HATCH DEPICTS DEPARTMENT PERSONNEL FOR EMERGENCY ACCESS.EMERGENCY OPENING DEVICES C + > FIRE LANE 21.1' Q 8 02/05/25 AD REV.PER SCWA COMMENTS DATED 01/28/25 SHALL BE APPROVED BY THE FIRE CODE OFFICIAL. Q 24'„ 5 ELECTRIC GATE OPERATORS, HERE PROVED HALL BE LISTED IN ACCORDANCE WITH LOCATION OF s � 6 METHODS OF LOCKING SHALL BE SUBMITTED FOR APPROVAL BY THE FIRE CODE OFFICIAL, 7 01/27/25 AD REV PER SCDHS COMMENTS DATED 01/24/25 7.`j 1R5': R3.. FIRE TRUCK 8.GATES INTENDED FOR AUTOMATIC OPERATION SHALL BE DESIGNED,CONSTRUCTED AND 6 01/21/25 AD REV,PER UPDATED SEPTIC LAYOUT ry �4 I INSTALLED TO COMPLY WITH THE REQUIREMENTS OF ASTM F2200, ELECTRIC AND RPZ WATER REV.PER UPDATED it C.C. I STREETS AND ROADS SHALL BE IDENTIFIED WITH APPROVED SIGNS.TEMPORARY SIGNS AD SERVICE LOCATIONS „r I EA SHALL BE INSTALLED AT EACH STREET INTERSECTION WHEN CONSTRUCTION OF NEW' 5 12l06/24 ' ors Ott §505.2 COMPLIES REV.PER UPDATED ELECTRIC AND TELECOM RS ROADWAYS ALLOWS PASSAGE BY VEHICLES.SIGNS SHALL BE OF AN APPROVED SIZE, AM 4 11/22124 LOCATION OF 1 R3'• R3' ,, 3 10/02/24 AM SERVICE LOCATIONS 00 WEATHER RESISTANT AND BE MAINTAINED UNTIL REPLACED BY PERMANENT SIGNS. FIRE TRUCK s v R5 ,R QREV.PER TOWN COMMENTS DATED 09/11/24 AND gy�mm,, WHERE REQUIRED BY THE FIRE CODE OFFICIAL,FIRE APPARATUS ACCESS ROADS SHALL BE SCDHS COMMENTS DATED 10/02/24 FIRE HOSE LENGTH s;.',• MARKED WITH PERMANENT NO PARKING-FIRE LANE SIGNS COMPLYING WITH FIGURE 2 07/19/24 AM ISSUED TO TOWN 0 1 (±169')(OFFSET 3' STREET OR ROAD §D103.6 D103.6.SIGNS SHALL HAVE A MINIMUM DIMENSION OF 12INCHES WIDE BY 18 INCHES HIGH COMPLIES a FIRE HOSE LENGTH , �' FOR CLARITY) SIGNS AND HAVE RED LETTERS ON A WHITE REFLECTIVE BACKGROUND.SIGNS SHALL BE POSTED �? r"'•(±169')(OFFSET 3' 3 ✓� I ON ONE OR BOTH SIDES OF THE FIRE APPARATUS ROAD AS REQUIRED BY SECTION D103.6.1 1 05/14/24 DID REV.PER CLIENT COMMENTS FOR CLARITY) ••:' ' �u OR D103 6.2. ' 9.11' 22 9.11' I FIRE LANE SIGNS AS SPECIFIED IN SECTION D103.6 SHALL BE POSTED ON BOTH SIDES OF NO. DATE BY DESCRIPTION §D103.6.1 FIRE APPARATUS ACCESS ROADS THAT ARE 20 TO 26 FEET WIDE. COMPLIES 19 94'.. c,+� 19.52' ' .:III �;:€>. €: !: 57.61':. .,. t p v+ 1 FIRE LANE SIGNS AS SPECIFIED IN SECTION D103.6 SHALL BE POSTED ON ONE SIDE OF FIRE P l §D 03 6 2 APPARATUS ACCESS ROADS MORE THAN 26 FEET WIDE AND LESS THAN 32 FEET WIDE. NOT A PLICABLE REVISIONS -• n �' PROPOSED SINGLE-STORY PARISH CENTER ~` WITH UNFINISHED PARTIAL CELLAR BUILDING EQUIPPED WITH fl ^� BUILDINGS EXCEEDING THREE BUILDINGS OR FACILITIES EXCEEDING 30 FEET OR THREE STORIES IN HEIGHT SHALL HAVE UNFINISHED PARTIAL CELLAR: ' � SPRINKLER SYSTEM.REFER TO §D104.1 NOT APPLICABLE-1 STORY<30FEET a Q � STORIES OR 30 FEET NOT FEWER THAN TWO MEANS OF FIRE APPARATUS ACCESS FOR EACH STRUCTURE. `r F PLANS BY FIRE PROTECTION I N HEIGHT FIRST FLOOR:8,508 SF ' ENGINEER FOR MORE INFORMATION. Q BUILDINGS OR FACILITIES HAVING A GROSS BUILDING AREA OF MORE THAN 62,000 SQUARE ""I IF`'"' I > COVERED ENTRY:273 SF �; SHALL BE PROVIDED WITH TWO SEPARATE AND APPROVED FIRE APPARATUS ACCESS •a PROPOSED DOMESTIC mW EXCEEDING 62,000 ROADS 97.27:. . n " " ' 'I' WATER SERVICE SQUARE FEET IN §D104.2 EXCEPTION:PROJECTS HAVING A GROSS BUILDING AREA OF UP To 124.000 SQUARE FEET NOT APPLICABLE �• �� 40.23 `' t,1 AREA THAT HAVE A SINGLE APPROVED FIRE APPARATUS ACCESS ROAD WHERE ALL BUILDINGS • ® C, ARE EQUIPPED THROUGHOUT WITH APPROVED AUTOMATIC SPRINKLER SYSTEMS. w® 1 r WHERE TWO FIRE APPARATUS ACCESS ROADS ARE REQUIRED,THEY SHALL BE PLACED A LO DISTANCE APART EQUAL TO NOT LESS THAN ONE HALF OF THE LENGTH OF THE MAXIMUM ""'. ' Q o o W W W W g 1 RA t2GD GAL ' Lo I REMOTENESS 5D104.3 OVERALL DIAGONAL DIMENSION OF THE LOT OR AREA TO BE SERVED,MEASURED IN A NOT APPLICABLE 3 I STY. s 120CAL o0 I STRAIGHT LINE BETWEEN ACCESSES, 664 BLUE POINT ROAD, UNIT B C) •a C.. O N WHERE THE VERTICAL DISTANCE BETWEEN THE GRADE PLANE AND THE HIGHEST ROOF HOLTSVILLE, NEW YORK 11742 C) • �c*� `' o. S 8'/x12'LP. SURFACE EXCEEDS 30 FEET,APPROVED AERIAL FIRE APPARATUS ACCESS ROADS SHALL BE (6 31� 9 61-®5 O 6 TM 0. w' PROVIDED.FOR PURPOSES of THIS SECTION,THE HIGHEST ROOF SURFACE SHALL BE LO cm U DETERMINED BY MEASUREMENT TO THE EAVE OF A PITCHED ROOF,THE INTERSECTION OF W W W.K e y C i V i l E n g i n e e r i n g.C O m c"' Q n z THE ROOF TO THE EXTERIOR WALL,OR THE TOP OF PARAPET WALLS,WHICHEVER IS C) `o WHERE REQUIRED §D105.1 GREATER. NOTAPPLICABLE t W.W. EXCEPTION:WHERE APPROVED BY THE FIRE CODE OFFICIAL,BUILDINGS OF TYPE IA,TYPE Z Q �c�, PAt�Rs �m ' IB,OR TYPE IIA CONSTRUCTION,EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER PROJECT NAME ' ' d 00 c�*� ' �n ' ( SYSTEM IN ACCORDANCE TO SECTION 903 3.1.1;AND HAVING FIRE FIGHTER ACCESS w' w' B. THROUGH AN ENCLOSED STAIRWAY WITH A CLASS I STANDPIPE,IN CONFORMANCE WITH ROMAN CATHOLIC CHURCH OF THE SACRED NFPA 14,FROM THE LOWEST LEVEL OF FIRE DEPARTMENT VEHICLE ACCESS TO ALL ROOF SURFACES. HEART PROPOSED PARISH CENTER AERIAL FIRE APPARATUS 1 STY. ACCESS ROADS AERIAL FIRE APPARATUS ACCESS ROADS SHALL HAVE A MINIMUM UNOBSTRUCTED WIDTH 14300 MAIN ROAD W.W. - EXISf1NG WIDTH §D105.2 OF 26 FEET,EXCLUSIVE of SHOULDERS,IN THE IMMEDIATE VICINITY OF THE BUILDING OR NOT APPLICABLE �• c P �*� FF17.67 7. GRAVEL/DIRT DRIVE PORTION THEREOF. MATTITUCK, NY 11952 w' WOOD/ OAp Rb ONE OR MORE OFTHE REQUIRED ACCESS ROUTES MEETING THIS CONDITION SHALLBE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK 00 Un(aGS LOCATED NOT LESS THAN 15 FEET AND NOT GREATER THAN 30 FEET FROM THE BUILDING, PROXIMITY TO `♦ I I BUILDING §D105.3 AND SHALL BE POSITIONED PARALLEL TO ONE ENTIRE SIDE OF THE BUILDING.THE SIDE OF NOT APPLICABLE DIST.: 1000, SECT.: 114, BLOCK: 11, LOT: 1 C14 ' ' THE BUILDING ON WHICH THE AERIAL FIRE APPARATUS ACCESS ROAD IS POSITIONED SHALL A' I BE APPROVED BY THE FIRE CODE OFFICIAL. Ld O~2�'3 I rr,'•2s'`SU" eB OVERHEAD UTILITY AND POWER LINES SHALL NOT BE LOCATED OVER THE AERIAL FIRE J N .. I tv �*x, �c �`'� DRAWING TITLE X W O m 0 0 0 0 0 OBSTRUCTION §D105.4 BUILDING.OTHER OBSTRUCTIONS HALL BE PERMITTED TO BE PLACED WITH THE THE NOT APPLICABLE �Z=1 ry gym, H a- tiP APPROVALEQ THE FIRE CODE OFFICIAL. FIRE APPARATUS ACCESS a FRAME '`♦ 0 ,�' � � '� BUILDINGS EQUIPPED WITH A STANDPIPE SYSTEM INSTALLED IN ACCORDANCE WITH BUILDING 15±405'FROM NEAREST �7 3 �m WHERE REQUIRED §507.5.1.1 SECTION 905 SHALL HAVE A FIRE HYDRANT WITHIN 100 FT OF THE FIRE DEPARTMENT 6, 0 r Q I CONNECTIONS HYDRANT PLAN now or for I w FIRE HYDRANT SYSTEMS ARE REQUIRED WHERE A PORTION OF THE FACILITY OR BUILDING I Douglas Ho m er1 y I I HEREAFTER CONSTRUCTED OR MOVED INTO OR WITHIN THE JURISDICTION IS MORE THAN U S1er 400 FEET FROM A HYDRANT ON A FIRE APPARATUS ACCESS ROAD,AS MEASURED BY AN � FRAME '1+s - I An clrep Haus1 er& now °r form er1 y I APPROVED ROUTE AROUND THE EXTERIOR OF THE FACILITY OR BUILDING,ON-SITE FIRE L C7 GAw�E N�9.58'S0" +.,,• DATE: 05/03/2024 _ W Q HYDRANTS AND MAINS SHALL BE PROVIDED WHERE REQUIRED BY THE FIRE CODE OFFICIAL. E D o n Malcomso I 275.4$' �r � ,��m W'HEREREQUIRED §507.5 EXCEPTIONS: COMPLIES L 2 0 n - _ Q 1.FOR GROUP R-3 AND GROUP U OCCUPANCIES,THE DISTANCE REQUIREMENT SHALL BE SCALE: 1" =40' �. FIME 600 FEET. O 0 N [�S AX L�r. 27 r1 O yy G4RAGE ~ �` FIRE HYDRANT SYSTEMS 2.FOR BUILDINGS EQUIPPED THROUGHOUT WITH AN APPROVED AUTOMATIC SPRINKLER L' RESID Or form erl I ASPK4LT DR SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.31.1 OR 903.3.1.2,THE DISTANCE PROJECT NUMBER: 23200 o °- a1 PUONE R-40CE I TAX John A Bagllvy I Donn or former! REQUIREMENTSHALLBE600FEET. 3 (n � BLIC WyA7ER USE. LOT; 28 Cos y UNOBSTRUCTED ACCESS TO FIRE HYDRANTS SHALL BE MAINTAINED AT ALL TIMES THE FIRE DRAWING BY: AM O O CJ I I RESIDEN L' tan ZO & OBSTRUCTION §507.5.4 DEPARTMENT SHALL NOT BE DETERRED OR HINDERED FROM GAINING IMMEDIATE ACCESS NOT APPLICABLE-NOT ON SITE I p(ZONE•R-40 AL USE; TAX LOT.. TAda Cost anzo TO FIRE PROTECTION EQUIPMENT OR FIRE HYDRANTS. CHECKED BY: MP gLIC WA I RES1DENnA 29 US LOT.. 30 PUBLIC <N ZONE.R_4p E RESID CLEAR SPACE § A 3-FOOT CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF FIRE 507.5.5 NOT APPLICABLE-NOT ON SITE ATER Z011IE.R EN AL AROUND HYDRANTS HYDRANTS,EXCEPT AS OTHERWISE REQUIRED OR APPROVED. APPROVED BY: MP I PUBLIC WATER I I PROTECTION L 507.5.6 OTHER APPROVED PHYSICZ WHERE FIRE N MEANS SHALL COMPLTS ARE SUBJECT Y WITHHCSECTION 3T BY A 12. VEHICLE.GUARD POSTS OR NOT APPLICABLE-NOT ON SITE pp I I I SEAL & SIGNATURE: ALTERATION OR ADDITION TO THIS , 1 DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A GRAPHIC SCALE �-( per NEW ro VIOLATION OF SECTION 7209, SUB-DIVISION 2,OF THE NEW YORK 40 0 20 40 80 160 v PiLOTr9 '9,� tq' �����•••ttt'... v [` STATE EDUCATION LAW. �P * DRAWING No: • ..�,.. t=.. w ( IN FEET ) 1 inch = 40 ft. d Off`" 4 s' .. T'„ NO '.tq;19 1 SEALE Z' O� SOUTKOLD z.. Dt�,TF ��V . ZILZsJ`Z� Z�OA V-1 O Know what's below. ROfiE 13EEIP Call before you dig. 1-800-272-4480 MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER J081558 10 OF 14 11 Y.\Key CivillProjects12023123200_JMN Architecture_14300 Main Road_MattitucklDrawingslKey Civi1123200_2025 08.19_SPP11_SPDES_RPZ3.dwg i 7"MIN 1/4'RADIU) CONCRETE CURB 4"THICK CONC.WALK 4000 4"CONC.SIDEWALK WITH t> 118"PITC 9"MAX 6X6X616 W.W.F.WWF is TOWARDS 1" PSI AT 28 DAY o, p' TACK COAT 2"THICK ASPHALTIC CONCRETE SURFACE 6"&VARIES TO MATCH EXISTING a !� EXPANSION JOINT FILLER WHEN ry d PITCH @1/4"I FT OR AOBE CONCRETE IS ADJACENT TO a ROADWAY COURSE(NYSDOT TYPE 7 OR 7F TOP) RETAINING WALLS,CURBWALL,OR -5a ! EXISTING ASPHALT d, TOP OF ASPHALT �. s - , PAVEMENT TO REMAIN =1 PAVEMENT GRADE 4 \ ' BUILDING WALLS. JOINT DETAIL) ��o (m d / \ (SEE EXPANSION IL) 8"THICK CRUSHED STONE/BASE `� d i \ COURSE(NYSDOT TYPE 2) r' vQ a a d / / / // / // /� ', �121' _ d COMPACTED SUBGRADE(95%MIN //�%\/�\%\\%\\� % /\\%\//\%✓�\ wA 0arfiatoi o la C ::..... iv d `�/\\/\/ \\/\\ 6::MIN COMPACTED 3/4" r f' 4 NOTECLEAN WASHED STONE OR , , rr � Ba COMPACTION),MIN.6"OF SELECT GRANULAR \� \,, pEl 0 THE END OF CURB NOT ABUTTING FILL OR ACCEPTABLE EXISTING MATERIAL N .:....:.::: w d 4 APPROVED EQUAL ' `66 a EXISTING CURB SHALL BE RAMPED DOWN d. AOBE. f • P w 1.. > AST 10 4 4d d ` .. a ° ¢ TO ZERO HEIGHT REVEAL IN THE L ..-.-` ::� I.......1=:="`.L 1.=::; .::... .: .:....:::........:::.....: 95%STANDARD PROCTOR COMPACTED a y : ........ .;? ..:::_. I ... L!-:1 I :_::::I I :m ? 'I - AT LOCATIONS FACING TRAFFIC. (: I.. S>ABILIZED SOIL SUBBASE a' 2 0 4 IVIc� �lljCk .. ..::..... :::........ ........: ..... ... .::..:..:.: ........::. ... .:.......: "CONC.SIDEWALK WITH 6X6X6/6 W.W.F. o e �Oli7AV' _I PITCH 2/o(MAX.) ;? 1/2"RADIUS V ;-..., .. :; 1 I :::L.`.:;:.:.'. :L'... ...)..... 1/4 EXPANSION JOINT eN � <........:.3::...... .. :::.......::......... ::.........:......... p ...!::.........::......_;::........;;:_...._;;:_. __.. J.: WETLANDS x• BOUNDARY STANDARD DUTY PAVEMENT SECTION CONCRETE CURB DETAIL ON-SITE CONCRETE CURB TAPER DETAIL f �\ .♦ �\\�\�\\�\�\�\\�\\�\\�\\�\\�\\�\�\ �\ SECTION B-B � 1i (FOR USE ON-SITE) (NYSDOT ITEM 609.04010510,TYPE VF-150) N.T.S. 6"MIN NYSDOT TYPE 2 SECTION A•A COMPACTED STONE 1/2" CAULKING w • o N.T.S. N.T.S. OR APPROVED EQUAL 1/4" B BUILDING A % .t' y ° 1/2"x 4"PREMOULDELD EXPANSION ` °z .. 1J4" '� Map datatc72C)2Q Terms RepOrtamaperror VARIES PITCH 2%(MAX.) CONCRETE JOINT 114"x 112"LG.PIN HD.BOLTS SEE PLAN. SIDEWALK WITH NUTS&LOCK WASHERS M.U.T.C.D."NO PARKING .•:i : : '.i :; "4'; ;, EXPANSION JOINT DETAIL VICINITY MAP ANYTIME"SIGN OLLARD MOUNTED-'NO PARKING PARKING , N.T.S. 1/4" -- -1-"-412" BOLLARD MOUNTED-'RESERVE ANYTIME'SIGN(M.U.T.C.D.#R7-1,NO PARKING'&'VAN ACCESSIBLE' ARROW) ANYTIME B CONTROL JOINT EVERY 5' EXPANSION JOINT EVERY 15' , .:, ,',. .:::. �: ' PROJECT DATA (SKIP WHEREVER SEE DETAIL) .:.: ,:'',:;i:; •s:•;':r.;`''.'';;.'.: SIGNS(M.U.T.C.D.#R7(T&ROF 2) 4"WIDE PAINTED EXPANSION JOINT -SEE APPLICANT/OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART (TYP.OF 2) STRIPE(BLUE) o DETAIL) 1/2"RADIUS TOOLED JOINT 27835 MAIN ROAD P.O.BOX 926 0 PLAN CONTROL JOINT DETAIL CUTCHOGUE,NY 11935 0 SEE SITE PLAN 0 CONCRETE SIDEWALK DETAIL TAX MAP NUMBER,.................... Dist.1000,Sect.114,Block 11,Lot 1 FOR ADDITIONAL o 0 1/4"x 1/2"I.G.PIN HD.BOLTS SITE AREA.................................. 242,298.52 SF(5.5624 Acres) INFORMATION "WIDE PAINTED n a GALVANIZED U CHANNEL POST WITH NUTS&LOCK WASHERS (FOR USE ON-SITE) 0 45. 24"MIN STRIPE(WHITE) 0 INSTALLED IN 6"DIAMETER COLOR RESERVED N.T.S. CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE(RO) ® Of C" �?oy > CONCRETE SONOTUBE. 3'MIN. LEGEND&BORDER GREEN NON-REFLECTORIZED o EMBEDMENT DEPTH BACKGROUND WHITE(NON•REFLECTORIZED)) PARKING CURRENT USE........................... CHURCH PAINTED ACCESSIBLE o SYMBOL WHITE(NON-REFLECTORIZED) m o PROPOSED USE......................... PARISH CENTER SYMBOL(TYP) Q ¢ M.U.T.C.D.'RESERVED BACKGROUND BLUE(NON•REFLECTORIZED) EXISTING FOOTPRINT............... 8,567 SF p (M.U.T.C.D.R7.8) ; PARKING'SIGN PROPOSED CONCRETE LANDING TO MEET I- _ (R7-8) PAVEMENT FLUSH SLOPE 1.5%(2%MAX.)IN PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) --8'.0"- ��-8'-0"- -8'-0"-► -9'-0"-� o ANY DIRECTION COVERED ENTRY:273 SF 0 NOTES 0 PROPOSED ACCESSIBLE CONCRETE RAMP GROSS FLOOR AREA................ LOWER LEVEL......................................2,020 SF 1. ACCESSIBLE PARKING SIGN SHALL 1110111 M.U.T.C.D.'VAN 7.5%SLOPE(8.3%MAX.)BROOM FINISH (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF !NOTES: a CONFORM WITH CURRENT FEDERAL, ACCESSIBLE'SIGN RAMP SURFACE PERPENDICULAR TO TOTAL...................................................10,528 SF 1.CONTRACTOR TO APPLY 2 COATS OF PAINT 0 STATE,AND LOCAL CODES AND �A (R7-8A) SLOPE PER ADA STANDARDS(TYP.) REGULATIONS. Jj PAINTED ACCESSIBLE & STANDARD STRIPING AREA DETAIL NO PARKING ANYTIME SIGN 2, VAN ACCESSIBLE SIGN SHALL CONFORM '':� �� (FOR USE ON-SITE) (M.U.T.C.D.#R7-1,NO ARROW)(NYR#7-4) WITH CURRENT FEDERAL,STATE,AND ACCESSIBLE PROPOSED SIDEWALK 1.5% f `A 2AO+DO.D. A L��\\ \`, ''i�3 N.T.S. LOCAL CODES AND REGULATIONS. CROSS SLOPE(2%MAX.) " N.T.S. 3. SIGN MOUNTING HEIGHT SHALL BE 60 TO o 0 ���� 84 INCHES MEASURED FROM GROUND z O � .:I'''`I: LUSH CURB AUG 2 12025 SURFACE OF PARKING STALLS. 0 COLORED PLASTIC GALVANIZED U CHANNEL LU POST INSTALLED IN6" 6 \� ,_ �._PLA 7NINGI 1.1`,RD 0 WARNING TAPE > DIAMETER CONCRETE DESCRIBING BURIED „'--'~-- �-•"•--� COMPACTED SELECT m UTILITY A MINIMUM BACKFILL(95%PROCTOR) SONOTUBE,3'MIN. `ovp 0 EMBEDMENT DEPTH ROPOSED CURB OF 12"BELOW 0 o FINISHED GRADE O.D./2 MIN 11 08/19/25 ao ISSUED FOR BID ~ 0 NOTES to 0 1. ON-SITE RAMPS MUST CONFORM TO SECTION 406 OF ICC/ANSI A114.1-2009. 10 07/08/25 AD REV.PER TOWN AND NYSDOT COMMENTS 2. SEE SITE PLAN FOR DIMENSIONS. CRUSHED STONE BASE OR NYSDEC B CERTIFIED R.C.A.TO BE USED WHEN �� r 9 04/11/25 AD REV.PER TOWN AND NYSDOT COMMENTS PIPE IS INSTALLED BETWEEN 6"&13' ACCESSIBLE PARKING SIGN ON-SITE ACCESSIBLE RAMP DETAIL - TYPE I BELOW EXISTING SURFACE NDISTURBEDSUBGRADE 8 02/05/25 AD REV.PER SCWA COMMENTS DATED 01/28/25 LIGHT POLE FOUNDATION SCHEDULE ELEVATITBELO E PIPE XISTING ACE (M.U.T.C.D.#R7.8&R7.8A) N.T.S. 13 FEET BELOW EXISTING SURFACE 7 01127/25 AD REV.PER SCDHS COMMENTS DATED 01i24/25 MAXIMUM HEIGHT ABOVE GRADE W 35'-0"MAX N.T.S. ELEVATION,STONE IS NOT REQUIRED. ASSUMED AVERAGE POLE DIAMETER WIDTH'B' 5'(SQUARE ALUMINUM) IF ROCK OR UNSTABLE MATERIAL 6 01/21/25 AD REV.PER UPDATED SEPTIC LAYOUT IS ENCOUNTERED EXCAVATE TO 5 12/06/24 AD REV.PER UPDATED ELECTRIC AND RPZ WATER MAXIMUM NUMBER OF FIXTURES SINGLE OBTAIN A STABLE BOTTOM SERVICE LOCATIONS 1 MINIMUM DIMENSIONS FOR PIPE BEDDING 4 11/22/24 AM REV.PER UPDATED ELECTRIC AND TELECOM MINIMUM FOUNDATION DIAMETER'C' 2'.0" PIPE DIAMETER A B SERVICE LOCATIONS (INCHES) (INCHES) (INCHES) 3 10/02/24 AM REV,PER TOWN COMMENTS DATED 09/11/24 AND MINIMUM FOUNDATION DEPTH'D' 5'-0" SCDHS COMMENTS DATED 10/02/24 UP T018 12 6 REINFORCING TIES'E' " #3 TIE AT 12"O.C. 2 07/19/24 AM ISSUED TO TOWN VERTICAL HOOKED REINFORCEMENT'F' (6)#6 BARS EQUALLY SPACED 1 05/14/24 DO REV.PER CLIENT COMMENTS WARNING TAPE NOTES '=ADD 3 TIES,1-112"C-C,AT TOP Of THE FOUNDATION NO. DATE BY DESCRIPTION 1. WARNING TAPE ABOVE ALL STRRMWATER PIPING SHALL BE BLUE AND STATE"STORMWATER PIPE"OR APPROVED EQUAL. REVISIONS 2. WARNING TAPE ABOVE ALL SANITARY SEWER PIPING SHALL BE GREEN AND STATE"SANITARY SEWER PIPE"OR APPROVED EQUAL." SEE LUMINAIRE SCHEDULE �. I ONCRETE FOUNDATION DESIGN CRITERIA .... FOR NUMBER AND STORMWATER 1 SANITARY PIPE INSTALLATION DETAIL " � CONFIGURATION OF FIXTURES •��, MIN.DIAMETER'C' r - N.T.S. � !;�0,,,�a��r,• SUBGRADE MINIMUM ALLOWABLE BEARING PRESSURE-3,000 PSF(ASSUMED) :.'. : EJ Q } 35)DRAINAGE STRUCTURE SETS B „ EAVY DUTY GRAY IRON(CL Y I;: EL No.:V1600-3 RG REV/CPH2 CV UND ROUND COVER SET MOD MOUNTING ARM EIY S 3"CLEAR SOIL FRICTION ANGLE=30 DEG(ASSUMED) ROUND GRATE SET MODEL No.:V3600-3 RG REV/CPH2 CV UND .; LIGHTING MANUFACTURER ASSUMED POLE !' ®' .n... COVER(TYP.) CONCRETE CHIMNEY OR OR APPROVED EQUALS WIDTH('B') '';'. .� 4--t t SOIL DRY UNIT WEIGHT=110 PCF(ASSUMED) ""`_tea' i ••; . BRICK ADJUSTMENT 664 BLUE PAINT ROAD, UNIT BASIC WIND SPEED=130 MPH FINISHED GRADE LIGHT POLE(ALUMINUM)BY- ® " LIGHTING MANUFACTURERHOLTSVILLE NEW YORK 11742 ENFORCING TIE'E' � � 10"CONCRETE TOP TO AST IN PLACE WINDOWS (6 311 9 61-O B O S 24" qq SUPPORT H2OVEHICULAR AS REQUIRED. www.KeyCivilEngineering.com c� VERTICAL REINFORCEMENT BAR'F' 15"0 ADS N-12 PIPE " LOADING,4000 PSI AT 28 DAYS o I I ---- a PROJECT NAME o ¢ HANDHOLE WITH COVER I ® ® ® ® ® Em ROMAN CATHOLIC CHURCH OF THE SACRED N Ui ELECTRIC CONDUIT SECTION VIEW ® ® ® ® ® ® HEART PROPOSED PARISH CENTER c� Ui STUB UP MINIMUM 1'-0" I � ANCHOR BOLTS AND BASE PLATE: ® ® ® ® ® ® ' RAINAGE RINGS SHALL BE WRAPPED WITH GEOTEXTILE FILTER FABRIC 14300 MAIN ROAD � BY LIGHTING MANUFACTURER w r--a-1 3"MIN BACKFILL UNDER,AROUND AN ® ® ® ® ® zDI 93 4 MATTITUCK, NY 11952 g HIGH-STRENGT NON-SHRINK GROUT 8"MAX IN LANDSCAPE AREAS GENERAL FOUNDATION NOTES TOP OF DRYWELL WITH CLEAN o ® ® ® ® ® =I ® TOWN OF SOUTHOLD, COUNTY OF SUFFOLK CURB(SEE SITE PlA (WHEN LOCATED IN PAVED GRANULAR GRAVEL AND SAND x 0 5'4" 1"CHAMFER(TYP} ®¢® ® ® ® 1 FOR LOCATION) AREA,PROVIDE 3'MIN AND PAINT 2i DIST.: 1000, SECT.: 114, BLOCK: 11, LOT: 1 CONCRETE BASE YELLOW) 1. STRUCTURAL CONCRETE AND CONCRETING PRACTICES SHALL CONFORM WITH ACI-318, "BUILDING CODE 93 ® ® ® ® D1 03 1f' 2'MIN. REQUIREMENTS FOR STRUCTURAL CONCRETE." DETAILS SHALL BE IN ACCORDANCE WITH ACI-315,"MANUAL OF 93® [CIl ® ® 01 113 �/ .: FINISHED GRADE STANDARD PRACTICE: DETAILS AND DETAILING OF CONCRETE REINFORCEMENT," FORMWORK SHALL CONFORM w PLAN DRAWING TITLE \\\\\/`\>/,,.\� i \\ \\, �\\\\\\\\\\\/\\/\\\\\\\\\\\\\\\ WITH ACI-347, "GUIDE TO FORMWORK FOR CONCRETE," UNLESS OTHERWISE NOTED ON THE CONTRACT ® ® ® ® ® �l ® \ NOTES �/i//i�/i DOCUMENTS. /r ® ® ® ® ® ZI ® \ 0 1. MANHOLE TO BE IN ACCORDANCE WITH ASTM C-478 2. CONCRETE SHALL BE NORMAL WEIGHT STONE AGGREGATE WITH A MINIMUM COMPRESSIVE STRENGTH OF 4,000 =, ® 0=1 ® ® ® �i ® 2. CONCRETE 4000 PSI @ 28 DAYS. DETAIL o 0 3. REINFORCEMENT AS REQUIRED FOR H-20 LOADING SHEET `\�� ,,�. w PSI AT 28 DAYS. ALL DESIGN MIXES SHALL BE PROPORTIONED IN ACCORDANCE TO SECTION 5.3,"PROPORTIONING IM ® ® ® ® 01 ® > EAVY DUTY GRAY IRON(CL35) X�\\ ON THE BASIS OF FIELD EXPERIENCE AND/OR TRIAL MIXTURES"OF ACI-318. THE WATER-CEMENT RATIO FOR THE \ ® ® ® ® ® I ® \ �O LLuu DRAINAGE STRUCTURE SET BY CAMBELL FOR PRECAST FOUNDATIONS.SUITABLE PROPOSED MIX DESIGN SHALL ACHIEVE AN AVERAGE 28 DAY STRENGTH OF 1,200 PSI GREATER THAN THE �� /� LL °Lu FOUNDARY COMPANY CURB INLET SET BACKFILL MATERIALS SHALL BE REQUIRED STRENGTH ON LABORATORY TEST RESULTS. ALL DESIGN MIXES INCLUDING HISTORICAL TEST RESULTS w ® ® ® ® ® ® MODEL No.:2617 OR APPROVED EQUAL COMPACTED TO 95%OPTIMUM DRY SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW. / ® ® ® EM ® ® % DATE: 05/03/2024 o ,: ,,... PROCTOR DENSITY IN 9"LOOSE LIFTS r <': F 120 Z 3. CONCRETE SHALL HAVE A SLUMP NO GREATER THAN 4"TO WITHIN A TOLERANCE OF V. ® ® ® ILtI ® ® 3'-0"MIN w ' . \ ® ® ® ® ® ® 8" 2-6" $"' ROUTAROUND SCALE: N.T.S. m .:q:ti" %, 4. EXPOSED CONCRETE SHALL BE AIR ENTRAINED,6%(WITHIN 1%TOLERANCE),CONFORMING TO ASTM C 260. ENTIRE PIPE PROJECT NUMBER: 23200 u' `t 5. CONCRETE SHALL BE CONSOLIDATED IN PLACE USING AN INTERNAL VIBRATOR. w y 0 AUGERED OR FORMED CAST-IN-PLACE OR GROUNDWATER q+z > -,I DRAWING BY: AM ¢ PRECAST CONCRETE PIER FOUNDATION 6. REINFORCING STEEL BARS SHALL BE BILLET STEEL CONFORMING TO ASTM A 615,GRADE 60. ALL REINFORCEMENT z REINFORCING _ (4,000 PSI AIR-ENTRAINED CONCRETE) SHALL BE SECURELY HELD IN PLACE WHILE PLACING CONCRETE. IF REQUIRED,ADDITIONAL BARS OR STIRRUPS e.; 0 TIE SPACING'E' ," ` t' SHALL BE PROVIDED BY THE CONTRACTOR TO FURNISH SUPPORT FOR ALL BARS. BAR SUPPORTS IN CONTACT AST IN PLACE PIPE _ CHECKED BY: MP w WINDOWS AS REQUIRED g WITH EXPOSED SURFACES SHALL BE PLASTIC TIPPED. ALL ACCESSORIES SHALL BE GALVANIZED. 6'-0"MIN.PENETRATION INTO A VIRGI . APPROVED ]!�/'1�/f 4 STRATA OF SAND AND GRAVEL.REFER 000 P.S.I.CONCRETE r_ R V d( BY APPROVED BY: MP z 7. ALL SPLICES OF REINFORCING BARS NOT INDICATED ARE TO BELTS AS PER THE REINFORCING SPLICE SCHEDULE TO SOIL BORING ON SHEET C-4 FOR .-. NOTE OR 40 BAR DIAMETERS. DISCONTINUOUS ENDS OF CONTINUOUS BARS SHALL BE STANDARD HOOKS. 18"SQUARE w {�G pD SEAL&SIGNATURE: ALTERATION OR Aon:TION To Ttus DETAILS ON APPROXIMATE DEPTHS OF DRYWELL DETAIL �� /"CLEAN WASHED PLAt�1w +�V DQ�R� DOCUMENT EXCEPT BY A LICENSED VERTICALS :.':'�y,';." SEE LIGHT POLE FOUNDATION SCHEDULE EXCAVATION REQUIRED. PROFESSIONAL ENGINEER IS A REINFORCEMENT BAR'F' ':• I' FOR ADDITIONAL INFORMATION. 8. SHOP DRAWINGS OF REINFORCING TO BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION (FOR USE ON-SITE) AGGREGATE(SIZE N0.57 t�IE W VIOLATION , SECTION 7209, NEW AND ORDERING OF MATERIAL. SHOP DRAWINGS SHALL SHOW ALL REINFORCEMENTS, SPLICE LENGTHS, BAR N.T.S. SECTION A-A AS PER ASTM C-33) TOWN OF SOUTHOLD �l�,QG plLarTd,Q� SUB-D:TATE DUC THE NEW PORK .�•, '.' STATE EDUCATION LAW. LENGTHS,BEND SCHEDULES,AND CONCRETE DIMENSIONS. REINFORCING LAYERS SHALL BE SHOWN SEPARATELY NOTE: �� �� AQ PQ+ .Q 3"CLEAR COVER(TYP) �':�`".;` ON SHOP DRAWINGS. 1) DESIGN COMPRESSIVE STRENGTH=4,000 P.S.I.@ 28 DAYS AASHTO H-20 LOADING 4'-0" X 2'-6" PRECAST CONCRETE CATCH BASIN DATE dC_- Z DRAWING No: 2) SEAL PIPE OPENINGS WITH NON-SHRINK GROUT (FOR USE ON-SITE) I ZUZ� * w 9. CONCRETE FIELD TESTS SHALL BE PERFORMED AS REQUIRED BY GOVERNING CODES BY A QUALIFIED 3) PROPOSED STROMWATER PIPING TO BE 15"DIA.CORRUGATED HDPE UNLESS NOTED. �� fz," y w N.T.S. ya FOUNDATION INDEPENDENT INSPECTION FIRM. TESTS SHALL NOT BE TAKEN LESS THAN ONCE A DAY OR LESS THAN ONCE PER -, /,.�" NOT ;t. !!., 1� ALED DIAMETER'C') 150 CUBIC YARDS OF CONCRETE. NO LESS THAN 6 TEST CYLINDERS ARE TO BE TAKEN TO OBTAIN 7-DAY AND 28-DAY AVERAGE COMPRESSIVE STRENGTHS. y V 11 WELL COMPACTE 08i15 P� SUBGRADE 10. IF CAVING OF DRILLED HOLES ARE ENCOUNTERED, CONTRACTOR SHALL PROVIDE BENTONITE SLURRY IN A/�Ofi� 17 PERMANENT CASINGS FOR DRILLED CONCRETE PIER FOUNDATIONS. ELEVATION VIEW 11. CONCRETE SHALL ATTAIN 80% OF THE DESIGN STRENGTH OR CURE FOR A MINIMUM OF 7-DAYS PRIOR TO THE TYPICAL LIGHT POLE FOUNDATION DETAIL INSTALLATION OF THE LIGHT POLES OR ALL LIGHT POLES ARE TO BE SUITABLY BRACED AGAINST WIND LOADS, CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER N.T.S. EARTH PRESSURE,AND CONSTRUCTION LOADS DURING THE ABOVE MENTIONED TIMEFRAME. OF RECORD FOR REVIEW PRIOR TO CONSTRUCTION FOR MARC PILOTTA, P.E. PAGE No: ANY DETAIL NOT PROVIDED IN THIS PLAN SET. NEW YORK STATE PROFESSIONAL ENGINEER 0081558 11 OF 14 Y:IKey CivillProjects12023123200_JMN Architecture_14300 Main Road_MattitucklDrawings\Key Civil\23200_2025.08.19_SPP11_SPDES_RPZ3.dwg NYSDOT ITEM NUMBER TABLE S1 ....................................... o� E I 609.04010510 CONCRETE CURB TYPE VF6 o VV W 608.01050109 CURB RAMP CONFIGURATION TYPE 1D o. `4; ► / V `'k 608.01050605 6"THICK CURB RAMP 608.01010002 CONCRETE SIDEWALK,AMERICAN WITH DISABILTIES ACT • c* ----- ` APPROXIMATE LIMIT OF � L �v • 1� . ;"' � r�,� ELF' �L'.'.9L. 25 4;�- ; PROPOSED SAWCUT O u B�E t 524' 203.02 UNCLASSIFIED EXCAVATION&DISPOSAL Y' (NYSDOT ITEM#627.50140008) TO NYSDOT REFERENCE � '' MARKER#25 07041537 610.1402 TOPSOIL-ROADSIDE(4"DEEP) PROPOSED ASPHALT REPLACEMENT g PROPOSED ROADSIDE-TOPSOIL& �.0 610.1601 TURF ESTABLISHMENT-ROADSIDE 'r �66�\oEl u m� PER NYSDOT REGION 10 DETAILS �. TURF ESTABLISHMENT(NYSDOT 2 0• J ; APPROXIMATE LIMIT OF DWG NO.PR-7(SEE DETAIL ON ITEM#610.1402&#610.1601)(TYP.) 627.50140008 ASPHALT PAVEMENT SAWCUT 'M Yip, SHEET C-13 FOR ITEM NUMBERS) PROPOSED SAWCUT (NYSDOT ITEM#627.50140008) 490.30 MISCELLANEOUS COLD MILLING \.Mat iUCk y�y SUfft�IltrAve EXISTING ROADSIDE-TOPSOIL&TURF " .1 4 LI 407.0102 DILUTED TACK COATwSffotk `e cs ' ESTABLISHMENT(NYSDOT ITEM#610.1402& E PROPOSED WHITE PAINT EXISTING MANHOLE TO BE RESET #610.1601)TO REMAIN.CONTRACTOR TO REPLACE TO PROPOSED GRADES AND MADE y lWygTH\WPvESI F WETLANDS ' 1 IF DAMAGED,AS DIRECTED BY NYSDOT.(TYP.) ® REFLECTORIZED PAVEMENT MARKING FLUSH WITH NO TRIPPING HAZARD cJ/ 404.098101 TOP COURSE %' c BOUNDARY --- +147' 7 J (NYSDOT ITEM#685.07150110) ', / ; APPROXIMATE LIMIT OF �. ® 404.1989 BINDER COURSE TO NYSDOT REFERENCE 1 PROPOSED CONCRETE CURB TYPE PROPOSED SAWCUT '• r ( MARKER#25 07041536 (NYSDOT ITEM#627.50140008) 3 VF6)(NYSDOT ITEM#609.04010510) �- 404.2589 BASE COURSE - --�-� 1.5'LONG CURB TAPER TC 19.95 TC 19.90 U 1 o u �.0�_ BC 19.95 BC 19.90 �-'`J 304.10119917 SUBBASE COURSE 26.19 .-�I TC 20.12 TC 20.18 1, �'• > I' EXISTING DRAINAGE INLET TO REMAIN. �. f BC 19.87 BC 19.93 - 209.11010024 TEMPORARY CATCH BASIN INSERT .. EXISTING CONCRETE.CURB(TYPE PROPOSED 23'WIDE CURB 26.17 ' ' _-5�- PROPOSED INLET PROTECTION TO BE s j .*s kj VF6)TO BE REPLACED IN KIND 2.5 UTILIZED DURING CONSTRUCTION 3' !° `;,, - "Map data d2©24 Terms ; Report a map error CUT TO REPLACE EXISTIN__+ EX 26.15r 3'. • 5TC 19.96685.07150110 WHITE PAINT REFLECTORIZED PAVEMENT MARKING(NYSDOT ITEM#609.04010510) r. A4 B�j (NYSDOT ITEM#209.11010024) __3 . . .\ BC 19.96 26.26 . . . . _ --0 r 107o -�'' 00 0- 625.05 STEEL PIN AND CAP R.O.W.MARKER VICINITY MAP l ��. .` A `f F 9 .99 SED NYSDOT TYPE 1 D CONCRETE CURB RAMP 00 0 0 0 PER NOYSDOT REGION 10 CURB RAMP DETAILS DWG NO. 625.06 PERMANENT SURVEY MARKER N.T.S. TC 19.99 0 PTC 26.69 " "' v 4' r + BC 19.99 20.45 CRD-1 WITH RAMP SIDE OPTION A AND DETECTABLE EBC .. o ' 190, r,+r•.�""""` � 6TC 20.23 �' oo �„ WARNING SURFACE PLACEMENT OPTION 1(NYSDOT I J PROJECT DATA 4 ® BC 19.98 Oo ITEM#608.01050109&#608.01050605) �- r8.5' 0o a a +•., 20.50 20.40 , PROPOSED ASPHALT REPLACEMENT c� LEGEND APPLICANT/OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART TC 26.67 I 27835 MAIN ROAD ��0 BC 26.34 n 26.28 ? d .s+ OT,S a G' PER NYSDOT REGION 10 DETAILS �j ,5' P.O.BOX 926 cn .. ee+ DWG NO.PR-7 SEE DETAIL ON EXISTING ITEM PROPOSED CUTCHOGUE,NY 11935 PROPOSE CD ONCRETE SIDEWALK AND CURB 26.33 4 _ + o SHEET C 13 FOR ITEM NUMB TO MEET EXISTING FLUSH WITH NO TRIPPING cn 1 + do PROPOSED ROADSIDE-TOPSOIL& 20.45 , NUMBERS) P X P NUMBER..................... Dist. Sect. lock 1 of 1 •• .+'"'"� TURF ESTABLISHMENT NYSDOT TA MA NU D� t 1000.S 4 B 1 L HAZARD.NYSDOT INSPECTOR TO DETERMINE + 26.35 ( `, I !•°°°" •�® PROPERTY LINE EXISTING UTILITY POLE PROPOSED CONCRETE EXISTING CONCRETE SIDEWALK(NYSDOT ITEM#610.1402&#610.1601)(TYP.) R17' SITE AREA.................................. 242,296.52 SF(5.5624 Acres) c r�! TO REMAIN(TYP.) SIDEWALK(NYSDOT ITEM#608.01010002)TO REMAIN. ' d r TC 20.29 TC 20.01 EXTENT OF SIDEWALK AND CURB SAWCUT BASED ON FIELD CONDITIONS.(TYP.)-- i� 26.42 !' 26. 'r ITEM#608.01010002) CONTRACTOR TO REPLACE IF DAMAGED, SLOPE ON TRANSITION PORTION OF ® ; BC 20.04 BC 20.01 CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE(RO) 26.49 �( -26.42 AS DIRECTED BY NYSDOT.(TYP.) SIDEWALK SHALL NOT EXCEED 5% BUILDING CURRENT USE........................... CHURCH _ / RUNNING&2%CROSS SLOPE(TYP.)EXISTING DRIVEWAY TO BE PROPOSED"STOP" -+ PROPOSED USE......................... PARISH CENTER REPLACED WITH NYSDOT SIGN(MUTCD#R1-1) I TYPE 3 DRIVEWAY ENTRANCE I CONCRETE CURB EXISTING FOOTPRINT............... 8,567 SF -= PROPOSED CONCRETE SIDEWALK _ I PROPOSED 6"CONCRETE TO MEET EXISTING FLUSH WITH NO I PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) TRIPPING HAZARD(TYP.) I COVERED ENTRY:273 SF EXISTING CONCRETE CURB REMAIN. (NYSDOT I SIDEWALK(NYSDOT09) ITEM L ( DEPRESSED CURB GROSS FLOOR AREA................ LOWER LEVEL......................................2,020 SF ITEM#609.04010510)TRACTOR TO R TO REMAIN. �#608.01100609) o0 CONTRACTOR TO REPLACE IF � I (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF DAMAGED,AS DIRECTED BY NYSDOT. 25 •� TOTAL...................................................10,528 SF 00 N CONCRETE PAVEMENT ° a a -.-.. O Q __� �`- _.... N N O ( ASPHALT PAVEMENT AUG 2 1 2025 cal L'•_•_•_•e J H U CORNER OF NYS ROUTE 25 REEVE AVE. -- - so ,,n ROADSIDE-TOPSOIL PLANNIP, '���,��n SCALE:1"=10' j�.19 SPOT GRADE 20 4 11 08/19/25 AD ISSUED FOR BID � o 10 07/08/25 AD REV.PER TOWN AND NYSDOT COMMENTS DRIVEWAY ENTRANCE ALONG NYS ROUTE 25 TOP AND BOTTOM OF TC 20.28 CURB ELEVATION BC 20.03 9 04/11/25 AD REV.PER TOWN AND NYSDOT COMMENTS SCALE:1"=10' 8 02/05/25 AD REV.PER SCWA COMMENTS DATED 01/28/25 UTILITY POLE 7 01/27/25 AD REV.PER SCDHS COMMENTS DATED 01/24/25 6 01/21/25 AD REV.PER UPDATED SEPTIC LAYOUT LIGHT POLE 5 12I06l24 qp REV.PER UPDATED ELECTRIC AND RPZ WATER SERVICE LOCATIONS NYSDOT NOTES ACCESSIBLE SITE REQUIREMENTS 4 11/22/24 AM REV.PER UPDATED ELECTRIC AND TELECOM SERVICE LOCATIONS rL J� OT.S. SIGN +- 3 10/02/24 AM REV.PER TOWN COMMENTS DATED 09/11/24 AND a. BEFORE CONSTRUCTION,THE CONTRACTOR SHALL COORDINATE WITH STATE PERMIT ENGINEER REGARDING APPROPRIATE LOCATION FOR SCDHS COMMENTS DATED 10/02/24 SNOW STAKES SLEEVES. 1. MAXIMUM ALLOWABLE SLOPE: 2 07/19/24 AM ISSUED TO TOWN a. ACCESSIBLE RAMP,CURB RAMP: • 8.3%LONGITUDINAL SLOPE IN THE DIRECTION OF TRAVEL(7.5%PREFERRED DESIGN SLOPE) 14 FIRE HYDRANT 1 05/14/24 DO REV.PER CLIENT COMMENTS b. AFTER CONSTRUCTION,SIDEWALKS AND RAMPS MUST BE EVALUATED FOR COMPLIANCE WITH CURRENT ADA STANDARDS.THE PERMITTEE OR • 2.0%CROSS SLOPE(1.5%PREFERRED DESIGN SLOPE) HIS DESIGNATED "DESIGNER OF RECORD" SHALL FIELD VERIFY THAT THE PEDESTRIAN FEATURES (RAMPS, SIDEWALK, ETC.) WERE b. LANDING,TURNING SPACE,PARKING STALL,PARKING ACCESS AISLE: NO. DATE BY DESCRIPTION EXISTING ROADSIDE-TOPSOIL&TURF EXISTING CONCRETE SIDEWALK PROPOSED ROADSIDE-TOPSOIL& CONSTRUCTED TO CURRENT ADA STANDARDS OUTLINED IN NYSDOT SPECS SECTION 608 AND RELATED STANDARD SHEETS. SUBMIT • 2%SLOPE IN ANY DIRECTION(1.5%PREFERRED DESIGN SLOPE) ESTABLISHMENT(NYSDOT ITEM#610.1402& (NYSDOT ITEM#608.01010002) TURF ESTABLISHMENT(NYSDOT REQUIRED DOCUMENTATION TO THE STATE PERMIT ENGINEER BEFORE THE WORK CAN BE ACCEPTED AS COMPLETE AND THE PERMIT BE ELECTRIC MANHOLE #610.1601)TO REMAIN.CONTRACTOR TO REPLACE TO BE REMOVED(TYP.) ITEM#610.1402&#610.1601 (TYP.) c. ACCESSIBLE PATH: Q o� CLOSED. THE FEATURES THAT DO NOT COMPLY WITH ADA REQUIREMENTS UPON COMPLETION WILL REQUIRE REMOVAL AND • 5.0%LONGITUDINAL SLOPE IN THE DIRECTION OF TRAVEL(4.5%PREFERRED DESIGN SLOPE) COVER REVISIONS IF DAMAGED,AS DIRECTED BY NYSDOT.(TYP.) l' RECONSTRUCTION. • 2.0%CROSS SLOPE(1.5%PREFERRED DESIGN SLOPE) TELECOM MANHOLE c. REPAIR EXISTING SHOULDER SIDEWALK AND D CURBING AS ORDERED BY THE STATE ENGINEER. 2. MINIMUM ALLOWABLE CLEARANCE: T COVER -;,....: EXISTING CONCRETE SIDEWALK(NYSDOT ITEM#608.01010002)TO REMAIN. d. ANY SIDEWALK PANELS OR CONNECTING PAVEMENT THAT HAVE SETTLED WITH A GREATER THAN Y4"LIP OR CRACK OVER 112"WIDE SHALL BE a. ACCESSIBLE RAMP,CURB RAMP: CONTRACTOR TO REPLACE IF DAMAGED, `. REPLACED TO MEET ADA REQUIREMENTS. 36"CLEAR WIDTH .`. .` b. ACCESSIBLE RAMP LANDING: AS DIRECTED BY NYSDOT.(TYP.) INLET -- . .rn. • WIDTH EQUAL TO RAMP WIDTH / e. RUNNING SLOPE OF THE DRIVEWAY WITHIN THE ROW SHALL NOT EXCEED 6%. O J a • 36"IN DIRECTION OF TRAVEL AT TOP OF RAMP OTc " •J. `�' 'V I. CONSTRUCTION MATERIALS AND EQUIPMENT SHOULD BE REMOVED FROM THE NYSDOT ROW AT THE END OF EACH WORKDAY. MATERIALS • 60"IN DIRECTION OF TRAVEL AT BOTTOM OF RAMP 6" A: ALLOWED TO REMAIN ON SITE MUST BE STORED OUTSIDE THE VEHICLE CLEAR ZONE. c. ACCESSIBLE PATH WALKWAY: � TREE I ` D' , • '_9, s • 5'WIDTH I'�- Q, 5' g. ALL NEW OR RELOCATED SIGNPOSTS MUST BE INSTALLED IN PVC SLEEVES. d. TURNING SPACE: w 111` e. PARKING STALL: 664 BLUE POINT ROAD, KNIT B r GOP�. � •� h. SNOW STORAGE STRIP AND SIDEWALK RESTORATION MUST MATCH OR ENHANCE THE AESTHETIC VALUE OF THE SIMILAR FEATURES IN THE • CAR:96"WIDTH(SEE NOTE 7) HOLTSVILLE, NEW YORK 11742 4'1 /' NEIGHBORHOOD. • VAN OPTION A:132"WIDTH 2�� • (631) 961-0506 PROPOSED CONCRETE 1. MINIMUM WIDTH OF ASPHALT RESTORATION SHOULD BE 4'FOR PROPER COMPACTION.ADD V OVERCUT FOR TOP COURSE. • VAN OPTION B:96"WIDTH www.Ke Civi l En i n eeri n com SIDEWALK(NYSDOT f. ACCESS AISLE: y g" g + ITEM#608.01010002) • CAR:60"WIDTH&FULL LENGTH OF PARKING SPACE(SEE NOTE 7) j. ALL COLD JOINTS TO BE SEALED WITH HOT APPLIED SEALANT. • VAN OPTION A:60"WIDTH&FULL LENGTH OF PARKING SPACE PROJECT NAME PROPOSED CONCRETE k. TACK COAT IS REQUIRED BETWEEN ALL LIFTS AND JOINTS,REGARDLESS OF WHEN PLACED. • VAN OPTION B:96"WIDTH&FULL LENGTH OF PARKING SPACE REFER TO SHEET C-13 (NYSDOT DETAIL SIDEWALK TO MEET 3. THERE IS NO TOLERANCE ON VALUES ABOVE ALLOWABLE MAXIMUM SLOPES.CONSTRUCTION TOLERANCE IS BUILT IN TO SHEET) FOR ALL DETAILS TO BE USED ROMAN CATHOLIC CHURCH OF THE SACRED EXISTING FLUSH WITH NO � I. THE THICKNESS OF CURB RAMPS SHOULD BE A MINIMUM 6"AND THEY SHOULD INCLUDE WIRE FABRIC REINFORCEMENT WITH 3" Of TOP TRIPPINGHAZARD(TYP.) d COVER. DESIGN AND SHOULD BE FORMED AND CONSTRUCTED WITH TOLERANCE SO THAT FINISHED SLOPES DO NOT EXCEED THE IN THE NYSDOT RIGHT-OF-WAY. HEART PROPOSED PARISH CENTER MAXIMUM ALLOWABLE SLOPES. 14300 MAIN ROAD m. THE RAMPS SHALL HAVE A LEVEL 5'x5'LANDING IN THE SIDEWALK. 4. SURFACE CONDITIONS AT ACCESSIBLE WALKWAYS AND ACCESSIBLE AREAS (PAVER SYSTEMS AND/OR CONCRETE MATTITUCK, NY 11952 SIDEWALK ALONG NYS ROUTE 25 n. THE CURB RAMPS SHALL BE ORIENTED TO DIRECT THE PEDESTRIANS STRAIGHT TO THE DESTINATION RAMP ACROSS THE DRIVEWAY/STREET. SURFTHANACE ))N AL THE INCLUDE GAPS GREATER THAN 1/2'L EVES CHANGE DOES NOT ORVERTICAL EEXCEED 1CA AND THECHANGES AT JOINTS EL OR RIS BETWEEN UNITS GREATER CONTRACTOR TO CONFIRM GRADES IN TOWN OF SOUTHOLD, COUNTY OF SUFFOLK SCALE:1"=10' o. EROSION AND SEDIMENT CONTROL DETAILS SHALL FOLLOW STANDARD SHEETS 209. NYSDOT R.O.W. PRIOR TO CONSTRUCTION DIST.: 1000, SECT.: 114, BLOCK: 11, LOT: 1 5. THE DRAWINGS ARE DESIGNED TO MEET ACCESSIBILITY STANDARDS AT MINIMUM. LOCAL AND STATE REQUIREMENTS MAY p. ALL DRIVEWAYS AND SIDE ROADS IMPACTED BY THE WORK ZONE TRAFFIC SCHEME SHALL BE KEPT OPEN AND ACCESSIBLE ALL THE TIME. HAVE ADDITIONAL STANDARDS. AND NOTIFY ENGINEER OF RECORD OF 6. PROVIDE ONE ACCESSIBLE ROUTE FROM BUILDING ENTRANCE TO PUBLIC RIGHT OF WAY TO MEET APPLICABLE ANY DISCREPANCIES. DRAWING TITLE q. NYSDOT GENERAL ROADSIDE SEED MIX SHALL BE USED FOR ALL GRASS RESTORATION. ACCESSIBILITY REQUIREMENTS NOTED ABOVE. r. APPROVED ITEMS CAN BE VERIFIED AT WWW.DOT.NY.GOV/PIC.STANDARD SHEETS ARE AVAILABLE AT;STANDARD SHEETS(US CUSTOMARY) 7. IN NYS(EXCLUDING NYC), ALL ACCESSIBLE STALLS ARE REQUIRED TO BE VAN ACCESSIBLE. r` a A NYSDOT SITE PLAN (NY.GOV).FOR MORE INFO,PLEASE GO TO WWW.DOT.NY.GOV/PERMITS. s. ANY UTILITY WORK PROPOSED IN STATE HIGHWAY ROW WILL REQUIRE SEPARATE APPLICATION AND SUBMISSION OF RESTORATION PLANS, FOLLOW THE GUIDELINES OF OUR UTILITY HANDBOOK, BLUE BOOK TITLED, 'REQUIREMENTS FOR THE DESIGN AND CONSTRUCTION OF UNDERGROUND UTILITY INSTALLATIONS WITHIN THE STATE HIGHWAY RIGHT-OF-WAY'.THE APPLICANT SHOULD CONTACT MR.JOSHUA ECKER P L A"N!N�1 N G B OA F'D (631-727-1731,JOSHUA.ECKER@DOT.NY.GOV)FOR FURTHER DIRECTIONS REGARDING UTILITY HIGHWAY WORK PERMIT(HWP)APPLICATIONS. DATE: 05/03/2024 THE UTILITY HWP ISSUANCE IS SUBJECT TO ISSUANCE OF THE HWP REQUIRED FOR SITE WORK. V � �4- (� C,C U T 1 i O LD SCALE: 1"= 10' 0 0 0 0 o I. ALL PROPOSED ROAD IMPROVEMENTS DETAILED IN THE SITE PLANS MUST COMPLY WITH THE LATEST VERSIONS OF AMERICAN ASSOCIATION � PROJECT NUMBER: 23200 0 o OF STATE HIGHWAY&TRANSPORTATION OFFICIALS(AASHTO),ADA,NATIONAL MANUAL OF UNIFORM TRAFFIC CONTROL DESIGN(MUTCD)WITH DATE O�� • 2-1 ZjD2� o THE NYS SUPPLEMENT,NYSDOT HIGHWAY DESIGN MANUAL,AND THE POLICY AND STANDARDS FOR THE DESIGN OF ENTRANCES TO STATE HIGHWAYS('DRIVEWAY DESIGN POLICY'). ROAD IMPROVEMENT PLANS MUST PROVIDE ALL APPROPRIATE NYSDOT STANDARD DETAILS AND Q NYSDOT STANDARD ITEM NUMBERS. n--�' DRAWING BY: APJI ® + ..�++++ 0o _ .- _-- CHECKED BY: MP + + + + + + 00 + + + + + + + + + ++++++++++ + GRAPHIC SCALE APPROVED BY: MP + pp r SEAL&SIGNATURE: ALTERATION OR ADDITION TO THIS + + 5 10 20 40 + + + + PROPOSED AREA OF + + + - ., ._ DOCUMENT EXCEPT BY A LICENSE + + + `" PROFESSIONAL ENGINEER IS A D DEDICATION(103.3 SF) R1`+ + �� �E�{/ }, VIOLATION OF SECTION 7209, �tt PILO b� SUB-DIVISIONSTATE 2,OF THE NEW YORK `+ '`V % ( IN FEET ) n y, STATE EDUCATION LAW ++ 1 inch = 10 ft. DRAWING No: PROPOSED EXISTING PROPERTY it 3 PROPERTY LINE LINE PROPOSED----_ NOT :I. it g =ACED C� C? MARKER(TYP.OF 2) 0$15 C-12 OFE Know what's below. Call before you dig. DEDICATION AT CORNER OF NYS ROUTE 25 & REEVE AVE. 1-800-272-4480 SCALE:1"=10' MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 12 OF 14 Y:1Key CiviI\Projects12023123200_JMN Architecture--14300"Rain Road-.Matdtuck\Drawings\Key Civil\23200.2025.08.19...SPP11-_SPDES._RPZ3.dwg ,R SICURB RAMP NOTES (NYSDOT STANDARD SHEETS 608-01) CURB RAMP NOTES: -•57ORY SEWER GRATE /`/ 0�. ", GENERAL NOTES FOR DRIVEWAY STANDARD SHEETS: SITE CONDITIONS (SIDEWALK / CURBh TABLE 1 1. THESE SHEETS ARE IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT 19. THE MINIMUM WIDTH OF A CURB RAMP SHALL BE 4'-O". �, . '.. s':, . ,� RECOMMENDED DRIVEWAY WIDTH "W° (LOLL, AND THE REQUIREMENTS OF THE 2011 PROPOSED ACCESSIBILITY GUIDELINES FOR s`:�?' , !. THE bRIVEWAY STANDARD SHEETS APPLY TO FIELD ENTRANCES, RESIDENTIAL DRIVEWAYS AND MINOR 22. ANY PCC SIDEWALK WHICH CROSSES A DRIVEWAY SHALL HAVE A MINIMUM THICKNESS OF 6" PEDESTRIAN FACILITIES IN THE PUBLIC RIGHT OF WAY (EROWAG). 20. THE GRADE (RUINING SLOPE) OF A CURB RAMP SHALL BE A MINIMUM OF 5%.THE s' . , ; t� o ,.. �1,�>•.. COMMERCIAL DRIVEWAYS. FIELD ENTRANCES AND RESIDENTIAL DRIVEWAYS ACCOMMODATE AN AASHTO AND INCLUDE STEEL MESH REINFORCEMENT NTTH 3" OF TOP COVER. �� GRADE FOR DESIGN AND LAYOUT SHALL BE A MAXIMUM OF 7.5'Z. THE GRADE FOR ADA S±, a ti :-- LIFT STRAPS �, ,":"' � s' PASSENGER CAR DESIGN VEHICLE. MINOR COMMERCIAL- DRIVEWAYS ACCOMMODATE AN AASHTO SINGLE UNIT PERMISSIBLE RANGE OF PERMISSIBLE RANGE OF 2. DIMENSIONS SHOWN IN THE DETAILS AS MINIMUMS AND MAXIMUMS ARE THE LIMITS FOR ACCESSIBILITY AND WORK ACCEPTANCE SHALL BE A MAXIMUM OF 8.37• RElhFORCED ;`', %S . N : TRUCK DESIGN VEHICLE. 23. FOR GRADE CHANGES REFER TO THE DRIVEWAY PRPILES ON SHEET 8.VERTICAL CURVES ° r' "''rq a'• ARE RECOMMENDED TO CONNECT TANGENTS. SEE TABLE 5 - 'MINIMUM LENGTH OF VERTICAL DRIVEWAY CLASSIFICATION WIDTHS (FT.)WITHIN 30 FT. WIDTHS (F•T.)WITHIN 30 FT. DESIGN AND FIELD LAYOUT. FACILITIES SHALL NOT BE CONSTRUCTED WITH VALUES EDRxERs REQUIRED OVERFLOW PORTS / '' OF TRAVELED WAY FOR ROADS OF TRAVELED WAY FOR ROADS TABLE 2 DUSIDE THE LIMITS FOR WORK ACCEPTANCE. SEE TABLE "DESIGN ELEMENT TOLERANCES" 21. WHERE EXISTING CONDITIONS DO NOT ALLOW THE CONSTRUCTION P A CURB RAMP WITH O / .� "' 2. DRIVEWAY WORK PERFORMED OFF THE RIGHT-OF-WAY REQUIRES AN EASEMENT OR A DRIVEWAY RELEASE. A CURVE' N SHEET 2 FOR TYPICAL VERTICAL CURVE LENGTHS "L". POSTED 40 MPH OR LESS POSTED 45 MPH OR MORE ON THIS SHEET. FURTHER INFORMATION IS PROVIDED ON "CRITICAL ELEMENTS FOR THE A GRADE (RUNNING SLOPE) OF 8.3% OR LESS, THE RAMP LENGTH SHALL NOT BE REQUIRED yid ' " . ^"• MAXIMUM DRIVEWAY SLOPE /� DRIVEWAY RELOCATION WILL REQUIRE A TEMPORARY EASEMENT MAP. DESIGN, LAYOUT, ND ACCEPTANCE OF PEDESTRIAN FACILITIES" AVAILABLE ON THE TO EXCEED 15'-1" FOR DESIGN AND FIELD LAYOUT. THE RAMP LENGTH SHALL NOT BE I, ` Al I C.- v¢IS- " 24. WHERE HE EXISTING GRADE OF H£ DRIVEWAY PROFILE IS LESS THAN OR EQUAL TO 2%. RESIDENTIAL LESS THAN 50 FT. NYSDOT HIGHWAY DESIGN MANUAL CHAPTER 18 WEBSITE. REQUIRED TO EXCEED 15'-O" FOR WORK ACCEPTANCE. NO NONSTANDARD FEATURE I 'VA> Q v 3. IF COMMERCIAL PROPERTY DEVELOPMENT PLANS INVOLVE NEW OR MODIFIED ACCESS TO A STATE HIGHWAY A MATCH THE CROSS SLOPE P THE SIDEWALK TO THE EXISTING DRIVEWAY PROFILE GRADE. IN LENGTH MEASURED ALONG 9 TO 12 10 TO 24 ROADWAY MINOR COMMERCIAL RESIDENTIAL JUSTIFICATION IS REQUIRED. � t, /' `: ;a � � `" ' ! 3-COM)MUST BE FILLED OUT AND THE CENTERLDE CLASSIFICATION DRIVEWAY DRIVEWAY 3. NOT ALL FACILITIES CAN BE CONSTRUCTED TO MEET THE DESIGN STANDARDS. 9I ��°I, ''!' .e F r%"' COMMERCIAL HIGHWAY WORK PERMIT APPLICATION iFOFM PERM 3 SUBMITTED TO THE REGIONAL PERMIT COORDINATOR. 25. WHERE HE EXISTING GRADE OF THE DRIVEWAY PROFILE EXCEEDS 2% SAWCUT THE DRIVEWAY RESIDENTIAL GREATER THAN 50 FT. FACILITIES THAT CANNOT BE CONSTRUCTED TO MEET THE DESIGN STANDARDS SHALL BE 22. THE CROSS SLOPE OF THE CURB RAMP SHALL BE AS FLAT AS POSSIBLE AND STILL L•A I ,A ;Ik/ ��'E� o\v�� 25 AND RECONSTRUCT A MINIMtMA OF 2'ON BOTH SIDES P THE SIDEWALK, TO TRANSITION IN LENGH MEASURED ALONG THE 9 TO 12 10 TO 4 RURAL 10% 12Y. CONSTRUCTED TO MEET THE STANDARDS TO THE GREATEST EXTENT PRACTICABLE. PROVIDE POSITIVE DRAINAGE. THE CROSS SLOPE OF A CURB RAMP SHALL BE 1.5%MAXIMUM I ;vl,,l21 % ` 1 .. 4. SEE THE DRIVEWAY TABLE IN THE CONTRACT PLANS FOR SPECIFIC DRIVEWAY LOCATIONS, WIDTHS PEW"), FROM THE EXISTING GRADE OF THE DRIVEWAY PROFILE TO THE SIDEWALK CROSS SLOPE. CENTERLINE NONSTANDARD FEATURES SHALL BE JUSTIFIED PER HIGHWAY DESIGN MANUAL CHAPTER 2, FOR DESIGN AND LAYOUT, AND 2% MAXIMUM FOR WORK ACCEPTANCE. SEE NOTE 12 FOR . 26� CORNER ANGLES,LENGTHS ("L"),MATERIAL, AND ENTRANCE TYPE. 26. TO PREVENT DRIVEWAY GRADES FRAM EXCEEDING THE YALI(ES IN TABLE 2 - 'MAXIMUM MINOR COMMERCIAL URBAN 6% 8Y. EXHIBIT 2-15A. EXCEPTI0N5. WHERE THE EXISTING ROADWAY GRADE EXCEEDS 2%, THE CURB RAMP MAY BE f - fPJlAPING STRAPS t> T CTABLE WARNING SURFACES SHALL BE PROVIDED WHERE THE PEDESTRIAN ACCESS ROUTE CROSSES DRIVEWAY SLOPE' ON SHEET 2, IT MAY BE NECESSARY TO DEPRESS THE SIDEWALK ACROSS SHARED TWO-WAY DRIVEWAY 22 TO 30 28 TO 35 WARPED ACCORDING TO THE DETAIL ON SHEET 8 OF 9 TO TIE INTO THE bROP CURB. I 1 '' k xi ' 5. DE E 4. TO CHECK FIELD LAYOUT AND TO VERIFY WORK ACCEPTANCE, ALL SLOPES AND GRADES -: �� �pEl �z� s" COIii ... :::::, DRIVEWAYS WITH SIGNAL, YIELD OR STOP CONTROL.DETECTABLE WARNING SURFACES SHALL NOT BE THE DRIVEWAY.SIDEWALK RAMPS SHALL HAVE THE LEAST RtJNNING SLOPE POSSIBLE, NTTH A MINOR COMMERCIAL DIVIDED WILL BE MEASURED WITH A 4 FOOT LONG DIGITAL LEVEL USING AT LEAST TWO READINGS. 23. RAMP SIDE OPTIONS ARE DETAILED ON SHEET 3 Of 9 FOR USE WITHIN THE BUFFER ( I STORM IxLEr PROVIDED AT CROSSINGS OF UNCONTROLLED DRIYEWAI' APRONS. MAXIMUM DESIGN AND LAYOUT SLOPE OF 7.5%THE RtMJNING SLOPE FOR WORK ACCEPTANCE 12 TO 24 12 TO 24 ;A .166v4 aJ¢ y1; OR ONE-WAY DRIVEWAY WHERE THE READINGS VARY, THE MEASUREMENTS WILL BE AVERAGED.GRADE (RUNNING ZONE. WHERE A PEDESTRIAN CIRCULATION PATH CROSSES THE CURB RAMP, FLARED SIDES ., ! SHALL BE A MAXIMUM OF 8.3% WHERE EXISTING CNDITINS DO NOT ALLOW THE SLOP£) WILL BE MEASURED ALONG THE CENTERLINE AND OFFSET 12" TO 18" FROM THE SHALL BE INSTALLED WITH A MAXIMUM SLOPE OF 9.5% FOR DESIGN AND LAYOUT, AND 10% W'I `< , ' " 6 THE TAPER METHOD IS GENERALLY NOT RECOMMENDE[I FOR bRIYEWAYS WITH A DRIVEWAY OFFSET LESS CNSTRUCTIN OF A SIDEWALK RAMP AT 8 3Z OR LESS RUNNING SLOPE, THE RAMP LENGTH MINOR COMMERCIAL 12 TO 15 EACH LANE 14 TO 16 EACH LANE CENTERLINE. CROSS SLOPES WILL BE MEASURED PERPENDICULAR TO CENTERLINE AT 5' TO MAXIMUM FOR WORK ACCEPTANCE. THE SL E OF LARED DE EAS A . *. r•'' OP F SI S IS M URED PARALLEL TO r P THAN 16 fEET,UNLESS IT CAN BE FIELD VERIFIED 1UNAT THE DRIVEWAY ENTRANCE NIDH WILL SHALL NOT BE REQUIRED TO EXCEED 15'-i" FOR DESIGN AND LAYOUT. THE RAMS LENGTH MMILI LANE DRIVEWAY .r , 10' INTERVALS. THE CURB LINE. � `'� ''� ACCOMMODATE THE VEHICLES THAT USE THE DRIVEWAY N A REGULAR BASIS. SHALL NOT BE REQUIRED TO EXCEED IT-O" FOR WORK ACCEPTANCE. 4.6V�C' t 'ItuCk 0){AV' , 5. GRADES (RUNNING SLOPES) ARE MEASURED IN THE DIRECTION OF PEDESTRIAN TRAVEL. 24. THE BACKSIDE P A PARALLEL RAMP SHOULD BE GRADED TO A MAXIMUM SLOPE P 257 e, '1 T. TYPE 3 AND TYPE 4 DRIVEWAY ENTRANCES CAN BE USED WITHOUT CURB TF A TAPER STYLE ENTRANCE 27. WHERE DRAINAGE IS CARRIED ALONG THE CURB, CONSTRUCT HE DRIVEWAY WITH A SHORT CROSS SLOPES ARE MEASURED PERPENDICULAR TO THE DIRECTION OF PEDESTRIAN TRAVEL. TO MATCH EXISTING TERRAIN, UNLESS OTHERWISE SHOWN IN THE CONTRACT DOCUMENTS. ' i1 I �`,...,_....-<�,,.V, BETTER MATCHES THE HIGHWAY CORRIDOR AESTHETICS OR SPECIFIC SITE CONDITIONS THAN A RADIUS UPGRADE TO PREVENT RUNOFF FROM PONDING AT THE DRIVEWAY ENTRANCE (FLAT DRIVEWAY) STYLE ENTRANCE. OR RUNNING DOWN THE DRIVEWAY (DOWNHILL DRIVEWAY SLOPE). IF CNDITINS MAKE THE �`� WHERE GRADING IS NOT FEASIBLE DUE TO LIMITED ROW OR PHYSICAL CONSTRAINTS, A i Suf$olI j �:•: -, ADDITION OF A SHORT UPGRADE IMPRACTICAL, USE V CURB REVEAL AND CONTINUE CURB TIP-UP SECTION (TYP.)--\ 6. JOINTS BETWEEN SIDEWALKS, CURB RAMPS, TURNING SPACES AND ROADWAYS SHALL BE BACK CURB MAY BE INSTALLED. SEE DETAILS ON SHEET 3 OF 9. VARIES) i0 `i? 8. UP TO 10" OF HMA MAY B£ REQUIRED fOR NEAVT TRUCKS PER CONTRACT DOCUENTS. ACROSS THE DRIVEWAY OPENING. TYPICALLY, CURB REVEAL WILL NOT BE CONSTRUCED IN MAX. SLOPE 25% FLUSH AND FREE FROM ABRUPT VERTICAL CHANGES GREATER THAN ii�'. VERTICAL SURFACE (W1pTN WETLANDS RURAL AREAS. IF CURB REVEAL IS SPECIFIED FOR A SPECIFIC DRIVEWAY, IT WILL BE t// �`\ (SEE NOTE 12I \ R OISCONTINUIT[ES BETWEEN I/4" ANp /2' SHALL BE BEVELED WITH A SLOPE NOT STEEPER 25. DEPARTMENT PREFERENCE IS TO INSTALL TWO CURB RAMPS AT A STREET CORNER THAT '�. BOUNDARY 9. UP TO 9" P PCC MAY BE REQUIRED FOR HEAVY TRUCKS PER CONTRACT DOCUMENTS. NOTED IN THE DRIVEWAY TABLE OF THE CONTRACT PLANS IN THE 'COMMENTS'COLUMN. #f,,-vs' -._. -_ r'~oplH THAN t:2. THE BEVEL SHALL BE APPLIED ACROSS THE ENTIRE JOINT. SEE DETAIL ON SERVES BOTH CROSSINGS. WHERE EXISTING PHYSICAL CONSTRAINTS PREVENT TWO CURB �54� SAW CUT EXISTING ASPHALT y 9'p;'ygpf SHEET 2 OF 9. RAMPS FROM BEING INSTALLED AT A STREET CORNER THAT SERVES BOTH CROSSINGS. A 10. tN' TO 12" OP SUBBASE MAY BE RE4UIRE0 FOR HEAVY TRUCKS PER CONTRACT DOCUMENTS. OR CONCRETE DRIVEWAYS r \ fi/�FS SINGLE DIAGONAL CURB RAMP HILL BE PERMITTED TO SERVE BOTH PEDESTRIAN STREET s ✓ + 1 U r E�h�2; 7. SIDEWALKS ARE CONNECTED TO ROADWAYS BY EITHER BLENDED TRANSITIONS OR CURB CROSSINGS. ;,� C A,� o �j 11. THE DETAILS SHOW THE PAVEMENT LENGTH VPL") EXTENDING TO THE MINIMUM PAVING LIMIT P'MPL"). ENTRANCE TYPE: / \ \�! RAMPS.BLENDED TRANSITIONS ARE CONNECTIONS BETWEEN 1HE SIDEWALK LEVEL AND THE yH ROADWAY LEVEL THAT HAVE A MAXIMUM GRADE MRl1NNING SLOPE) OF SELL, ANO TRANSITIONS w , HOWEVER,THE "PL" CAN EXTEND BEYOND THE "MPL" AS SPECIFIED 1N THE CONTRACT DOCl1MENT5. 28, THE ENGINEER MAY INERCNANGE TYPE 1, TYPE 3 ND TYPE 4 RESIDENTIAL DRIVEWAYS TO ✓ �-LAYOUT POINT '-/1„An �.,: GREATER THAN 5% ARE CONSIDERED CURB RAMPS. '6 0 m €> 12. A DRIVEWAY TIP-UP SECTION SHOULD EXTEND TO A LOGICAL TERMINI (EXAMPLE:SIDEWALK EDGE, WHERE BETTER MATCH THE EXISTING ENTRANCE TYPES ALONG THE HIGHWAY CORRIDOR WHILE � ' ,� \/4..e,f / � TURNING SPACE AND CLEAR SPACE NOTES: �j) m CONSIDERING AVAILABLE SPACE, CONSTRUCTABIL[TY, SAFETY,AND FUNCTIONALITY. 8. Cl1RB RA)kP5 AND BLENDED TRANS]TtONS MAY REQUIRE THE INSTALLATION Of `v s' THE DRIVEWAY GRADE MATCHES EXISTING GROUND, OA LAYOUT POINT). FOR REFERENCE, A REASONABLE THE DRIVEWAY TYPE SHALL COMPLY WITH TABLE 4 - DRIVEWAY ENTRANCE TYPE SELECTION' I\ � , ��OFy „ 26. WHERE A CHANGE IN DIRECTION tS REQUIRED TO UTILIZE A CURB RAMP,A TURNING .,e r (� LENGTH FOR TAPERING THE TIP UP SECTION BACK TO THE EDGE IN DRIVEWAY IS 3 TO 4 TIMES THE fp #1 � DETECTABLE WARNINGS. SEE ADDITIONAL DETECTABLE WARNING NOTES" ON THIS SHEET, SPACE SHALL BE PROVIDED AT TH£ BASE OR THE TOP OF CURB RAMP AS dPPLICdBLE. TEMPORARY CATCH BASIN INSERT �a � `. ;:. LENGTH OF CURB DROP. THE TTP U� SECTION IS NOT PART P THE DRIVEWAY OPENING WIDTH.REFER TO N SHEET 2. CF p .l \ --__ Cly ���e� AND DETAILS N SHEET 2 Of 9 FOR DIMENSIONS, ORIENTATION AND INSTALLATION. TURNING SPACES SHALL BE PERMITTED TO OVERLAP CLEAR SPACES. FOR DRAINAGE STRUCTURES ...-.. ;x::;: '' �" , NYSOOT STANDARD SHEET 609-02 "MISCELLANEOUS CURB DETAILS" FOR THE CURB TRANSITION. F ta\/� (SEE NOTE 221-- \ �, 1e "is ''a; ` ,may? „ 29. FOR DRIVEWAYS WITH VARYING WIDTHS AND/OR CURVED ALIGNMENTS, DETERMIINE THE OHj HP �• 111A VE`� 9. VERTICAL ALIGMENT SHALL BE GENERALLY PLANAR.GRADE BREAKS WITHIN THE TEM20911010024 Map data02024 Terms Reportamaperror 13. TO DETERMINE THE LIMTTS P SHOULDER RECONSTRW:TION, REFER TO THE DRIVEWAY OPENING TABLES ON DRIVEWAY WIDTH ND CORNER ANGLE 20'0" FROM THE EDGE 0 TRAVEL LA E. �Aqy /9FQ�, I �� \»41-` I- -SR I)*S PEDESTRIAN ACCESS ROUE SHALL BE PERPENDICULAR TO THE DIRECTION OF TRAVEL AND 21 DIME SIONS S ALL BE 4E O" xL4CO" MINIMUM. WHERE HEC TURNING SPACE ISE SHEET 4 FOR NO SHOULDER (0' PFSET). .W* :',v G AL SHALL NOT BE ROUNDED. CONSTRAINED AT THE BACK P SIDEWALK (E.G., VERTICAL CURB, BUILDINGS), THE NOTES: 30, FOR A ONE-WAY DRIVEWAY ENTRANCE OR EXIT, THE DRIVEWAY ENTRANCE WIDENING IS ONLY �?c 6S � \ Qe E-�P TURNING SPACE SHALL BE 4'-O" X 5'-0" MINIMUM. THE 5'-0" DIMENSION SHALL BE I. APPROVED SILT FENCE CEQTEXTELE'S ARf LISTED ON THE pEPARTMENT5 4FPROYfD LIST. VICINITY MAP 14. FOR PCC SHOULDERS.SEE STANDARD SHEET 502-02 FOR LONGITUDINAL JOINT TIE DETAILS. NECESSARY ON ONE SIDE OF THE DRIVEWAY TO ACCOMMODATE THE SHARPER TURNING \p' 'OFS `,yp` ',s y '-, 1-1 pS��o 10. MATERIAL DEPTHS SHOWN ON THESE SHEETS ARE TYPICAL MINIMUM VALUES AND MAY BE PROVIDED IN THE HIR BE 4 P HE RAMP RUN. SILT FENCE LT FENCE SHALL BE A SINGLE EONTNuous PIECE ME ELIMINATE uONTS. MOVEMENT.ONE-WAY DRIVEWAYS WILL BE IDENTIFIED ON THE DRIVEWAY TABLE OF THE ,�lH, �,F4 p�SFF`mil" o / S DIFFERENT IN THE CONTRACT DOCUMENTS. N.T.S. CONTRACT PLANS UNDER 'COMMENTS'.FOR CURBED HIGHWAYS,A SMALL CORNER CURB . � NS- ,- ,,,,-o t° / PO 2. SPACE SILT FENCE POSTS EVEN(Y AROUND INLET WITH A MAXIMUM SPACING OF 1.0 m 15. DIMENSIONS AND ANGLES MAY BE INTERPOLATED FOR VALUES OTHER THAN THOSE SHOWN IN THE TABLES. RADIUS OF 2'(OR '1/2 BILLNOSE' CURB ALONG LOW SPEED HIGHWAYS) SHALL BE I ` - /C. HFF FI ' v �/ 11. SIDEWALK GRADE (RUNNING SLOPE) SHALL NOT BE DESIGNED TO EXCEED 4.5% EXCEPT 28. TURNING SPACES SHALL NOT BE DESIGNED WITH CROSS SLOPE GREATER THAN 1.5Y.IN OR3VE P0'15 A MtNIMLM OF 450 mm INTO GROUND• WIRE MESH MAY BE REQUIRED BEHIND / l B ' / d ANY DIRECTION, WHILE PROVIDING POSITIVE DRAINAGE. THE MAXIMUM CROSS SLOPE FOR GEOTEXTILE 70 PROVIDE SUPPORT, 16. THE SHOULDER PAVEMENT THICKNESSES SHOWN ARE [IEFAILT VALUES UNLESS OTHERWISE SHOWN IN THE CONSTRUCTED TO ELIMINATE A SHARP CORNER BEND IN THE CURB LINE (WHICH IS SAFER FOR / Sj4F CORNER ANGLE IN �/'-° �t�0�/ WHEN MATCHING INTO EXISTING SIDEWALK OR WHEN THE HIGHWAY GRADE IS STEEPER. WHEN WORK ACCEPTANCE IS 2.0%. A NONSTANDARD FEATURE JUSTIFICATION IS REQUIRED WHERE SNOWPLOW OPERATIONS). LAYOUT POINT 9 #q ¢ E HIGHWAY GRADE IS GREATER THAN 57, THE SIDEWALK GRADE SHALL NOT EXCEED THE 3. SILT FENCE CEOTEXTILE SHALL BE EMBEDDED A MINIMUM OF 150 Am AND BAOSILLED. PR®JECT DATA PLANS. MATERIAL$ SHALL BE AS SPECIFIED IN THE CONTRACT DOCUMENTS. S Oa Cp \ . - per/ TURNING $PACES EXCEED 2.O% IN ANY DIRECTION. CEO1EXiILE SHALL 8E SECURELY FASiEraEO TO POST$ANO FRANE. HIGHWAY GRADE, AND A NNSTANDARD FEATURE JUSTIFICATION IS NOT REQUIRED. MATERIAL: -bqx�7N I `- �¢0¢ :� 29. BEYOND THE BOTTOM GRADE BREAK, A CLEAR SPACE OF 4'-O" x 4'-0" MINIMUM SHALL 4. MEASURES SHALL BE INSPECTED EVERY SEVEN Ib CALENDAR DAYS.AFTER EACH RAINFALL APPLICANT/OWNER.................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART WIDTH / LENGTH: r N 12. THE CROSS SLOPE OF PEDESTRIAN ACCESS ROUTES SHALL BE 1.5%MAXIMUM FOR or 12 mn nR MORE WITHIN A 12 HOUR PERIOD,OR DULY DURING PROLONGED RAINFALL. 6 : BE PROVIDED WITHIN THE WIDTH OF THE PEDESTRIAN CROSSWALK, AND OUTSIDE HE MEA<,URES SHALL eE CLEANED AND REPAIRED AS REQUIRED. 27835 MAIN ROAD 0�` DESIGN AND LAYOUT, AND 2% MAXIMUM FN WORK ACCEPTANCE. THE FOLLOWING EXCEPTIONS 17. WHERE THERE ARE CONSTRAINTS THAT PREVENT THE CONSTRUCTION OF THE DRIVEWAY OPENING USING 31` ONRSHEE ZAY MATERIAL REQUIREMENTS, 115E TABLE 3 -'DRIVEWAY MATERIALS AND THICKNESS' >.'' , �pl��S�1� �P�F ARE ALLOWED: DETECTABLEEWARNINGRSIARFACES�ANpEDROPACURBSCE MAY OVERLAP TURNING SPACES, 5. SEDIMENT SHALL BE REMOVED WHEN ACCLM CATION REACAS ONE-HALF OF THE P.O.BOX 926 S MEASURE HEIGHT.SEDIMENT SHALL BE DISPOSED OF AS UNSUITABLE MATERIAL. EITHER OF THE LAYOUT METHODS, THE ENGINEER MAY SPECIFY A SMALL CORNER CURB RADIUS OF 2' (OR A /S. ° ���N� P�� CUTCHOGUE,NY 11935 "1/2 BULL NOSE" CURB ALONG LOW SPEED HIGHWAYS),PROVIDED THE DRIVEWAY OPENING MEETS THE 32. FOR FIELD ENTRANCES,THE MATERIAL WITHIN THE PAVEMENT LENGTH ("PL")CAN CONSIST \SY N`q/ >'4° ,- lS� t� A. WHERE PEDESTRIAN STREET CROSSINGS ARE PROVIDED AT INTERSECTIONS 6. INSTALLATIONA$NO MAINTENANCE OF CATCH BASIN INSERTS SHALL BE PERFORMED IN REQUIREMENTS OF THE "DRIVEWAY OPENING" TABLES ON SHEET 4. OF GRAVEL OR STONE AND BE CONNECTED TO THE EDGE OF THE HIGHWAY \4,r r "., / ���` WITHOUT YIELD HI STOP CONTROL N WHERE THERE TS ANY TRAFFIC SIGNAL 5'-0" MIN 5'-0" 5'-0" MIN INSTR CTIONS.t17 SHALL OFIAS$UMED THATIEACH2CATCHTBASIIN NSERTEWIILL REQUIRE R' TAX MAP NUMBER..................... Dist.1000 Sect.114 Block 11 Lot 1 SHOULDER WITHOUT REMOVING ANY P THE EXISTING SHOULDER MATERIAL. `r ' ` F� WITHOUT A FLASHING RED, THE CROSS SLOPE OF A PEDESTRIAN ACCESS ROUTE MAINTENANCE A MINIMUM Or FOIRT(A1 TIMES PER CONSTRUCTION SEASON OR AA.B.E.NO 18. FOR RESIDENTIAL DRIVEWAYS, THE MINIMUM PAVING LIMIT SHALL BE 10'FROM THE DUSIDE EDGE OF =r / CONTAINED WITHIN A STREET CROSSING SHALL BE 4.5% MAXIMUM FOR DESIGN " I EXTRA PAYMENT WILL BE MADE REGARDLESS Or THE NUMBER OF TIMES MAINTENANCE IS TRAVEL LANE OR 2' BEHIND ANY SIDEWALK, IF PRESEENT,WHICHEVER IS GREATER. FOR MINOR COMMERCIAL G s g % AN LAYOUT, AND 5% MAXIMUM FOR WORK ACCEPTANCE. �' J } ) I )} ) REaUIRED,ALL WORK TO BE INCLUDED V,OER THE PRICE BID FOR ITEM 209.11010011. SITE AREA.................................. 242,298.52 SF(5.5624 Acres) DRIVEWAYS, THE MIHIMIWA PAVING LIMIT SHALL BE 3(t FROM HE OUTSIDE EDGE OF TRAVEL LANE, OR 2 4 11 7. BASIN(INSERT$THAT ARE NO L�GER FUNCTIONING OR ARE DAMAGED SNAIL BE REPLACED. BEHIND ANY SIDEWALK, IF PRESENT, OR EXTEND TO THE RIGHT-OF-WAY LINE. WHICHEVER IS GREATER. THE � B. WHERE MIDBLOCK PEDESTRIAN STREET CROSSINGS ARE PROVIDED, THE CROSS I ( ! t l l 1• ��I( I I PAYMENT TO BE INCLUDED UNDER ITEM 209.11010011,ANY CATCH BASIN INSERTS DAMAGED CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE(RO) PAVING LIMIT MAY EXTEND BEYOND THE MINIMUM PAVING LIMIT FOR NEW DRIVEWAYS AND TO TRANSITION TO / TYPE 3 DRIVEWAY ENTRANCE SLOPE Of A PEDESTRIAN ACCESS ROUTE CONTAINEb WITHIN A MIOBLOCK o \I `( " , 1 1, ` 1 BY TH£CONTRACTOR$HALL BE RfPI ACED AT NO COST TO THE STATE, EXISTING PAVED DRIVEWAYS. THE PAVING LIMIT WILL BE NOTED IN THE DRIVEWAY TABLE OF THE CONTRACT d�/ I \t STREET CROSSING SHALL BE PERMITTED TO EQUAL THE STREET OR HIGHWAY rI / S' r CHURCH J f�� ,l CURRENT USE PLANS. ��` GRADE. I . ��,,..'''Qp ,J FOR RESIDENTIAL 0R COMMERCIAL DRIVEWAYS IN URBAN AREAS I ( ( � ( ( � ( U I 19. FOR GRADING ND CONSTRUCTION REQUIREMENTS OF TRANSITIONS FROM PLACED HMA TO EXISTING HMd U GOOF `,;R)' �p�, WITH POSTED SPEEDS OF 45 MPH OR LESS 13. THE DEPARTMENT'S STANDARD MINIMUM CLEAR WIDTH FOR PEDESTRIAN ACCESS ROUTES ), ) ) ) ) ���•., NYSDOT TEMPORARY CATCH BASIN PROPOSED USE......................... PARISH CENTER QRIVEWAYS, REFER TO DETAIL 9 - "TIE-IN TO EXISTING DRIVEWAYS" N SHEET 9, AND TABLE 3 - 6� S IS 4'-0" EXCLUSIVE OF THE CURB. WHEN WALKWAY WIDTHS ARE LESS THAN 5'-0" �Ll-i L17 � L .1. "DRIVEWAY MATERIALS AND THICKNESS" N SHEET 2. ��p0�Pa1�6�,��Goo TAPNOTMETSEE T(APERSM THOD OF LAYOUT N TES ON SH ETE3ALK OR GREATER DIMENSIONS ACES (SHOW IN THAT A RIB)SLOPEFE TERIAPSEQU BE � R F R DRAINAGE STRUCTURES EXISTING FOOTPRINT............... 8,567SF �p ��p��• PROVIDED AT A MAXIMUM INTERVAL OF 200'.EXISTING DRIVEWAYS AND STREET CROSSING ; N rt 20. FOR PCC DRIVEWAYS, REFER TO THE 502 SERIES STANDARD SHEETS FOR METAL REMfORCEMENT, JOINT y 0� P� 21 (FOR USE IN NYSDOT R.O.W.) PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY) TIES,SAWING AND SEALING, ETC. VF OQ N MAY ALSO SERVE AS PASSING SPACES. DETAIL B N.T.S. COVERED ENTRY:273 SF oP` �0- NYSDOT DRIVEWAY ENTRANCE - TYPE 3 ACCESSIBLE PASSING SPACE TRANSITION NYSDOTITEM#209.11010024 21. A 5' MINIMUM BUFFER ZONE SHALL BE USED UNLESS OTHERWISE SPECIFIED IN HE CONTRACT DOCUMENTS. NYSDOT STANDARD SHEET 608-03 14. THE BUFFER ZONE IS A PHYSICAL DISTANCE SEPARATING THE PEDESTRIAN ACCESS BOTH SIDES TAPER GROSS FLOOR AREA................ LOWER LEVEL.........................•............2,020 SF ROUTE FROM THE VEHICLE TRAVELED WAY. THE BUFFER ZONE MAY BE PLANTED OR PAVED. (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF N.T.S. WHERE THE BUFFER ZONE WIDTH, EXCLUSIVE OF CURB,IS LESS THAN 3'-O" THE SURFACE SHOULD BE PAVED OR CONSTRUCTED WITH HARDSCAPE MATERIALS. TOTAL...................................................10.528 SF A REGION 10 CURB RAMP NOTES (R10DWGNO.CRD-1) 15 TRANS)ION B HIND S'IIDEDWALK ISS25'/L BtF'FER ZONES WIITTHEA(0 SOSL PEOGREATER THAN ROPERTYLINE 25% SHOULD BE PAVED OR CONSTRUCTED WITH HARDSCAPE MATERIALS. MANUFACTURED EDGE TO B E 1. ALL SIDEWALKS AND CURB RAMPS SHALL FOLLOW NYS STANDARD SHEETS. SEE GENERAL -", ��2-•-•- �MANUFACT'URED EDGE JOINTS (TYPJ �l -�l $�ANDARO SHEET$, GN-i UNDER CURBS AND SIDEWALKS FOR ANY MODIFICATIONS TO THE 16. WHEN CROSSING DRIVEWAYS, THE WORK SHALL BE IN CONFORMANCE WITH STANDARD YS DOT ITEM 610.1402 YS DOT ITEM 610.1402 ,-K 55�LE�i ' �` \\ �' TOPSOIL-ROADSIDE(4"DEEP)& TOPSOIL-ROADSIDE(4"DEEP)& v_\\\ 2. REFER TO STANDARD SHEETS FOR RAMP TYPE. SEE DRAWINGS CRD-1 TO CRD-7 FOR THE 1T. FOR PEDESTRIAN SIGNALS AND PEDESTRIAN PUSH BUTTONS. REFER TO STANDARD SHEET NYS DOT ITEM 610.1601 TURF NYS DOT ITEM 610.1601 TURF AUG 21 2025 t TRUNCATED DOME DIMENSIONS LIMITS OF RAMP (6" THICK CONCRETE SLAB WITH WIRE FABRIC) TO BE PAID UNDER CURB 680-10 FOR DETAILS. ESTABLISHMENT-ROADSIDE ESTABLISHMENT-ROADSIDE i�,�° ° ;';,: n5 + RAMP ITEM 608.0105XX09 AND FOR THE LIMITS OF 4" THICK SIDEWALK CONCRETE ITEM VARIES VARIES SOUTHOLD I: ,.) :. . ------- DIM. MIN.(IN) MAX. (IN) 608.01050010. I8. WHERE EXISTING ROADWAYS ARE SAWCUT TO INSTALL CURBING AND/OR SIDEWALK° THE °°' °• .i_ I ROADWAY SHOULD BE SAWCUT AT LEAST V-0" FROM THE PROPOSED CURB LINE TO ALLOW (SEE SITE PLAN) (SEE SITE PLAN yy PLANNING BO ;r: A 1.6" 2A" ,-. .-. s em i% Hi:::: ...................................................._.... FOR ADEQUATE COMPACTION OF ASPHALT. IF SAWCUT IS LESS THAN 2'-0" FROM PROP05ED °,°, °�;m.- ', B 0.65" 1.5" 3. CON57RUCTION LIMITS BEYOND THE SIDEWALK CURB RAMP SHALL BE KEPT TO A CURB LINE, THEN THE ROADWAY SHALL BE REBUILT USING CLASS C CONCRETE. SEE °°'°q MINIMUM. PROVIDE TRANSITION BETWEEN THE PROPOSED RAMP LANDING (CONSTRUCTED TO DETAILS ON SHEET 9 OF 9. °°;p� °°°°"_° ..._{.. .._ _ . .� C 50% - 65%OF D DIM ADA AND NYSDOT STANDARDS) AND EXISTING SIDEWALK. DROP CURB- ° �--- 1 '"M°+�F��. D 0.9" 1.4" 11 08/19/25 AD ISSUED FOR BID GRADE BREAK AT BOTTOM OF RAMP-� tie. 9$. 4. PAYMENT FOR WIRE FABRIC REINFORCEMENT SHALL BE COVERED UNDER CURB RAMP ITEM PED. ACCESS ROUTE/ /' jq /� 608.0105XXO9. BUFFER ZONE SIDEWALK WIDTH SLOPE TRANSITION ONE CORNER Of DETECTABLE-'" /�•_.. ----- ---.---- -.. .. ------ • 10 07/08/25 AD REV.PER TOWN AND NYSDOT COMMENTS WARNING SURFACE LOCATED - \/ 5. PAYMENT FOR CURB WITHIN CURB RAMP LIMITS SHALL BE COVERED UNDER CURB RAMP WIDTH VARIES 4'-0" MIN. MATERIAL AND 1/4"IFT(MAX)&VARIES AT BACK OF CURB (TYP.) E (SEE NOTE 14) WIDTH VARIES (SEE NOTE 32) ITEM 608.0105XX09. PAYMENT FOR CURB OUTSIDE CURB RAMP LIMTTS SHALL BE COVERED m - ., 9 04/11l25 AD REV.PER TOWN AND NYSDOT COMMENTS a UNDER OTHER ITEMS SPECIFIED AS DEPICTED IN THE DETAILS. 6" (TYPI 6" tTYP.I /-7tE INTO EXISTING GROUND q 4 4 ,F / ' ' a. ' 4 ' - ..__ - ! 4 4 " - - - 8 02/05/25 AD REV.PER SCWA COMMENTS DATED 01/28/25 " 6. SEE THE CURB RAMP TABLES WITH APPLICABLE NOTES FOR MATERIAL TYPE AND ! f OPTION 1 C 0.2 QUANTITIES. EDGE Of 1.5% MAX. _E VALUES ,,,...... ! .::'.:.:'. .'.:.'...'.:'. .:..:....'...'.'.::.':::.::.:. .:.'::.:':. :...::::.:::.::::::. I I-I I�_I I�I I I=1I LI=� .............................................................I.............. .............................................. ......... .........I.......... : - ROADWAY (SEE�OSEtSV -' "-' 5%.� • ••.••••••,••••••••.•••••••••••••••••••• -II - I '�'-I�I III 7 01/27/25 AD REV.PERSCDHSCOMMENTSDATED01/24/25 I p ) 7. CONTRACTOR SHALL NOT DAMAGE AREA BEYOND SAW CUT LIMITS. DAMAGE BEYOND SAW " NYSDOT DWS PLACEMENT OPTION 1 DETAIL �_J CUT LIMITS SHALL BE REPLACED TO THE NEXT JOINT OR SCORE LINE. ANY SUCH DAMAGE VtAFR1, 4"CONCRETE SIDEWALK " ........................... .. `" --1F- ITEM 608.0101 SHALL BE REPAIRED BY CONTRACTOR AT NO COST TO THE STATE. '"""-"'-'•'---~••--•'" 6" MIN. SUBBASE, WHERE ( ) .:.::.:.:.::.:.:.:.:.::.:.:.:.:.:.:.:.:.::.:.:::.•.::: 6 01/21/25 AD REV.PER UPDATED SEPTIC LAYOUT NYSDOT STANDARD SHEET 608-01 ~� --� REQUIRED (SEE NOTE 10) ....................... ... ... SECTION E� REV.PER UPDATED ELECTRIC AND RPZ WATER N.T.S. 8. PAYMENT FOR REMOVAL OF MATERIAL OUTSIDE THE CURB RAMP LIMITS SHALL BE 6"SUBBASE COURSE 5 12/06i24 AD \ 4" CONCRETE SIDEWALK SERVICE LOCATIONS DETECTABLE WARNING SURFACE IDWS) COVERED UNDER EXCAVATION ITEM 203.02. NO ADDITIONAL PAYMENT SHALL BE MADE FOR (6" AT DRIVEWAYS) (ITEM 304.10119917) SURFACE TYPE REV.PER UPDATED ELECTRIC AND TELECOM TRUNCATED DOME DETAILS REMOVAL IF INCLUDED UNDER A DIFFERENT ITEM. SEE CRD-1 THRU CRD-7 FOR WORK 4 11122i24 AM DETECTABLE WARNING NOTES: (SEE NOTE 141 6" SUBBASE SERVICE LOCATIONS LIMITS. UNCLASSIFIED EXCAVATION&DISPOSAL SEE ASPHALT PAVEMENT REPAIR DETAILS THIS SHEET 1.QETECTABLE WARNING SURFACES (DNS) SHALL BE PROVIIDEb AT THE FOLLOWING LOCATIONS ON PEDESTRIAN ACCESS ROUTES: I 6" MIN. SUBBASE, WHERE (ITEM 203.02) 3 10102/24 AM REV.PER TOWN COMMENTS DATED 09/11/24 AND /4" MAX. 9. PAYMENT FOR PAVEMENT REPAIRS OUTSIDE OF THE RAMP AREA SHALL BE COVERED UNDER REQUIRED (SEE NOTE 10) SAWCUT ASPHALT PAVEMENT SCDHS COMMENTS DATED 10/02/24 A.CURB RAMPS AND BLENDED TRANSITIONS AT PEDESTFIAN STREET CROSSINGS. ..........-..__..._-_._-_..._- THE LISTED ASPHALT AND EXCAVATION ITEMS. THERE SHALL BE NO ADDITIONAL PAYMENT (ITEM 627.50140008) 2 07/19/24 Ar,� ISSUED TO TOWN ' FOR THIS WORK UNDER CURB RAMP ITEM 608.0105XX09. TYPICAL NYSDOT SIDEWALK CROSS SECTION WITHOUT BUFFER ZONE DETAIL EXISTING COMPOSITE PAVEMENT B.PEDESTRIAN REFUGE ISLANDS (WHERE THE LENGTH OF THE PEDESTRIAN ACCESS ROUTE ACROSS THE REFUGE ISLAND IS GREATER THAN OR EQUAL TO 6'). - E, (FOR USE IN NYSDOT R.O.W.) .: i ;:�:. 10. SIDEWALK CURB RAMP LANDING SLOPE SHALL NOT EXCEED A LAYOUT LIMIT OF 1.57. NYSDOT STANDARD SHEET 608-01 1 05/14/24 DD REV.PER CLIENT COMMENTS C.PEDESTRIAN AT-GRADE RAIL CROSSINGS NOT LOCATED WITHIN A STREET OR HIGHWAY. ° ,::.. -�"-" �"``"'�" �""` 1N ANY DIRECTION AND SHALL PITCH TO DRAIN AND ALLOW WATER TO RUN-OFF WITHOUT 2.DETECTABLE WARNING SURFACES SHALL BE PROVIDED WHERE THE PEDESTRIAN ACCESS ROUTE CROSSES DRIVEWAYS WITH SIGNAL,YIELD OR STOP CONTROL. PONDING. N.T.S. NO. DATE BY DESCRIPTION DETECTABLE WARNING SURFACES SHALL NOT BE PROVIDED AT CROSSINGS P UNCNTROLLED DRIVEWAYS. NOTES: 11. PAYMENT FOR THE SAW CUT OF THE EXISTING SIDEWALK WITHIN THE CURB RAMP AREAS INDICATED IN THE CONTRACT DOCUMENTS FOR TURF ESTABLISHMENT ROADSIDE OR OTHER PAYMENT ITEMS AS 3.WITH THE EXCEPTION OF THE "DETECTABLE WARNING SURFACE TRUNCATED DOME DETAILS" DETECTABLE WARNING DOMES ON THIS SHEET ARE NOT DEPICTED TO LIMITS SHALL BE INCLUDED UNDER CURB RAMP ITEM 608.0105XXO9. THERE SHALL BE NO OPTIONAL LEVEL SECTIONS---� IN. EDGE THICKNESS %" REVISIONS SCALE. 2 ADDITIONAL PAYMENT FOR THIS WORK. INDICATED IN THE CONTRACT DOCUMENTS-WILL BE ACCEPTED FOR FINAL PAYMENT WHEN THE SPECIFIED, 1/4" -Y2" MAX. *: == +- --- -......................................`�_...... 1�::::... p - ESTABLISHED,PERMANENT TURF GRASS SPECIES ARE: ::::.. 4.DETECTABLE WARNING FIELDS SHALL EXTEND 24" MINIMUM IN THE DIRECTION OF PEOTRIAN TRAVEL ACROSS THE FULL WIDTH OF THE CURB RAMP OR FLUSH ( 12. ANY FILL MATERIAL REQUIRED TO ACHIEVE GRADING OF THE PROPOSED SIDEWALK MIN. SLOPE 1:20 SEQUENTIAL NIMABER - :; , - ' T P T MAX.SLOPE !:4 YORK S A. NOT THINLY OR SPARSELY ESTABLISHED,RESULTING IN BARE GROUND GREATER THAN ONE FOOT IN DIAMETER. SURFACE, EXCLIAING ANY FLARED SIDES. --. ,,,,,,.. SHALL MEET THE REQUIREMENTS OF SECTION 733 08 EMBANKMENT IN PLACE. THE AYMEN TO BE PROVIDED 8Y Tq " ': :.. I B. AT A UNIFORM DENSITY AND COVER A MINIMUM OF EIGHTY PERCENT 80/" OF THE GROUND SURFACE. `°' FOR THE FILL MATERIAL SHALL BE INCLUDED UNDER SIDEWALK ITEM 608.01050010 AND REGIONAL LAND ( ) JOINTS AS T DA 5.SOME DETECTABLE WARNING PRODUCTS REQUIRE A CONCRETE BORDER FOR PROPER INSTALLATION.BORDERS CANNOT BE INCLtIDED AS PART OF THE 24" MINIMRM( p0 A! .. THERE SHALL BE NO ADDITIONAL PAYMENT UNDER ITEM 203.03. REQUIRED SURVEYER po qc'r C. ABLE TO HAVE ONE MOWING CYCLE IN ACCORDANCE WITH§610-3.12 A.,UNLESS CONDITIONS PREVENT MOWING, DIMENSION DESCRIBED IN NOTE 4. IN WHICH CASE SHALL BE AN AVERAGE MINIMUM HEIGHT OF FIVE INCHES(5"). A. WHEN PLACED AT THE BACK OP CURB DETECTABLE 'WARNING FIELDS SHOULD BE PLACED AS CLOSE TO THE BACK Of CURB AS PRACTICABLE. BOTH FRONT 13. THE SNOW STORAGE AREA MATERIAL MAY VARY FROM CONCRETE, BRICK, TURF, --.___ _ \ 1 ' 1/4 r s H ! OT OCATED MORE THAN 2 FROM THE BACK OF CURB. INHERE THE BACK OF THE ClMtB EDGE IS ASPHALT, ETC. PAYMENT FOR SNOW STORAGE AREA AND CURB SHALL BE COVERED UNDER `- -___.__ D. EXHIBITING A HEALTHY GREEN COLOR. % `' !, �,1 : CORNERS OF THE DETECTABLE WARNING FIELDS ALL- N BE L `« "' , :, ,," i.::..i% s:i:: �` TOOLED TO PROVIDE A RADIUS, THE BORDER DIMENSION SHALL BE MEASURED FROM THE INSIDE EDGE OF THE CURB RADIUS. WHERE CUB IS NOT USED,THE VERTICAL SURFACE DISCONTINUITIES CURB RAMP ITEM 608.0105XX09 UP TO THE SHOWN CURB RAMP LIMIT. - - ---- _,_ -`- \ -� '� _�`- i � EDGE OF PAVEMENT SHALL BE SUBSTITUTED FOR THE BACK Of CURB FOR PLACEMENT OF DETECTABLE WARNINGS. SEE NOTE 6 N SHEET t OF 9 R 1---- - -._... -- 48-188 N TYPICAL NYSDOT SIDEWALK SECTION B.WHEN PLACED ABOVE THE LOWER GRADE BREAK OF d CURB RAZE, DETECTABLE WARNING UN175 SHOULD BE PLACED AS CLOSE TO HE JOINT AS PRACTICABLE. 14. PAYMENT FOR THE AREA BEHIND THE SIDEWALK SHALL BE MADE UNDER THE CURB RAMP tOPTINMU d I ITEM 608.0105XX09 UP TO THE SHOWN LIMITS. MATERIAL MAY VARY FROM CONCRETE, R ., 'U. ;:_::::. BOTH FRONT CORNERS OF RECTILINEAR DETECTABLE WARNING FIELDS SHALL NOT BE LOCATED MORE THAN 2" FROM THE JOINT. (OPTIONAL) i �X^,o do (FOR USE IN NYSDOT R.O.W.) BRICK, TURF, ASPHALT, ETC. q Jj/ y 1 C.WHEN RADIAL DWS UNITS ARE PLACED AT THE BACK OF CURB, THE FRONT EDGE OF THE DWS FIELD SHOUJ BE AS CLOSE AS POSSIBLE TO THE BACTOFE 609 05XX0510.APAYMENTT FORBTHELREMOVALYOFDANYT EXIST NGHCURBBSHALALD BE CDOVEREDM SEEBNOEEE1) 91�5'VT OFY•RpNSpo��a N.T.S. ` CURB, LE„ THE RADIUS OF THE FRONT OF THE DWS FIELD SHOULD MATCH THE RADIUS ALONG THE BACK OF CURB AS CLOSELY AS POSSIBLE. THE QU SIp CORNERS OF THE DWS FIELD MUST BE LOCATED NO MORE THAN 2 INCHES FROM THE BACK OF CURB. UNDER THIS ITEM 609.05XX0510 AND THERE SHALL BE NO SEPARATE PAYMENT. EDGE OF PAVEMENT -- �-BOTTOM Of CURB PERMANENT SURVEY MARKER D + 2'-6%2" GROUND SURFACE .....T 6 6 4 6 L U E POINT ROAD, UNIT B 6.OWHEREPDOMES AREOARRAYEDERADIALLY, THEYF MAY�DIFN'ER INBDIAMETERDAND CENTERETODCENTER SPACING WITHIN THE RANGES SPECIE ED ON THIS SHEET. DOME T CLUDED IN ATHE HPLAN LSET ITO IL LUSTRA E ADDITIONALE CURBR RAMP CON IGUURATION TOP VIEW ROCK SURFACE (SEE N07E 11 ' __ _ _b_.__. __ ALIGNMENT THAT IS PERPENDICULAR OR RADIAL TO THE. LOWER GRADE BREAK IS NOT REQUIRED ON SLOPES OF LESS THAN 5%. m : D �I (SEE NOTE 11 �"` "� H O LT S V I L L E, NEW Y O R K 1 17 4 2 TYPES BEYOND THOSE SHOWN IN THE 608 STANDARD SHEETS FOR SIDEWALKS, CAST-IN-PLACE CONCRETE � , , T.THE DETECTABLE WARNING FIELD SHALL BE THE COLOR SPECIFIED IN THE CONTRACT DOCUMENTS OR MEET THE REQUIREMENTS OF THE STANDARD DRIVEWAYS AND BICYCLE PATHS. CURB TRANSITIONS �I� . o••°' /ig/F: /� I631, 961-0506 SPECIFICATIONS. DETECTABLE WARNING SURFACES CONTRAST VISUALLY WITH ADJACENT GUTTER, STREET OR HIGHWAY, OR PEDESTRIAN ACCESS ROUE SURFACE, (SEE NOTE 2) •-°•v` _,----- ALUMINUM CAP W W W.Ke y C i v i I E n g i n e e r i n g.C o m EITHER LIGHT-N-DARK OR DARK-ON-LIGHT. 16. THE TERM "LANDING" IS INTERCHANGEABLE WITH "TURNING SPACE" IN THE °• •° (SEE NOTE 2) CURB RAMP CONFIGURATION TYPE DRAWINGS. SEE CRD-i THRU CRD-7. .6 - -___•,_ -' / I ( n'•° �� +---- -..SILICONE SEALANT , NYSDOT CURB RAMP DETECTABLE DETAILS 9" MAX. %" PITCH 7" MIN. BRONZE OR BRASS-� °o:`• �-- < =�� W WA (,, (SEE NOTE 3) CURB TRANSITION LENGTHS IL) FURNISHED BY NYSDOTSTANDARDSHEET60801O..A LODE CONTRACTOR <I : ��:° � �� !I ROMAN CATHOLIC CHURCH OF THE SACRED ROADWA H tt4 1:12 1 20 0 n,v i �/�A REBAR "` I N.T.S. - j = °, �� EPDXY COATED `• `_-- �Ia HEART PROPOSED PARISH CENTER : 4" 16" 48" 80" I ° w �i, ,c: �I i� ASPHALT OR PCC FE!" 6" 24" 72" 120" WITH EMBEODEDHOR I I 7'° ` `X'I MATTITUC Y D _- ,� M:? 14300 MAIN ROA PAVEMENT m 6"� I t CONCRETE = , .e L �• ! % �`� I o K, N 11952 , t" + ATTACHED MAGNET GROUT 4701-05 ITEM 203.02 CUB _-I f DEPTH VARIES (SEE NOTES 1, 2, 3 AND 4) °,. _ TOWN OF SOUTHOLD, COUNTY OF SUFFOLK APPROX. SUBBASE SEE PLAN 3"BINDER COURSE,PG 64E-22 PG PERMANENT SURVEY MARKER .° I , //0/,�` `�=- �, DIST.: 1000, SECT.: 114, BLOCK: 11, LOT: 1 HWY. --TYPICAL SECTION) _ -I 8 FT MIN. BINDER-ITEM404.1989 NYSDOT CURB TAPER DETAIL ELEVATION DETAIL � A• . - _ BOUNDARY v TYPE VF6 ! FOLLOWED BY TWO LIFTS OF 3" (FOR USE IN NYSDOT R.O.W.) I �- ROCK-\ _ } (VERTICAL FACED CURB WITHOUT CUB ANCHOR) ITEM 407.0102 -••••• BASE COURSE-ITEM 404.2589 NYSDOT STANDARD SHEET 609 01 ° -- AHE ' ` ` DRAWING TITLE (SEE NOTE 4) (SEE NOTE 5l MATCH CEPTH OF EXISTING N.T.S. RAMP VARIES I ASPHALT CONCRETE PAVEMENT """"'B ° °.. //o/k� �% I TRANSITIN /- I SEE PCRD-01 4. WHEN VERTICAL FACED CURB LESS THAN 9"WIDE IS USED WITH .,, '"� -�' .,,:;;� (NOTE 31 PROPOSED RESURFACING-1 i i N0TE5: STEEL FIN AND CAP R.O.W. MARKER STEEL PIN AND CAP R.O.W. MARKER CURB BOXES CU1,CU2,AND CU3 AND CONCRETE SIDEWALK IS ASPHALT TOP AND I 1 I N IN IN *`I� ij . THE EXISTING PAVEMENT SHALL BE REMOVED BY A METHOD THAT SHALL ......__,,,.....SEE NOTE 21 BINDER LAYERS I ROCK OR CONCRETE EARTH OR SWAMP CATION ETA L c o - ..... PLACED ADJACENT TO THIS CURB,SEE STANDARD SHEET NOT DISTURB THE EXISTING SUBBASE A.O.B.E. ANY SUBBASE DISTURBED GROlNdO oo ;r?l: ._�.: ITEMS 404.098101-2"TOP SHALL BE COMPACTED AND FINE GRADED AT NO EXPENSE TO THE STATE. 9'91 SURFACE N Y D T D ETA I L SHEET CttosswALx'..,,,.` p00 TUdtNTNG 11: EXISTING MISCELLANEOUS CURB DETAILS FOR CURB BOX JOINTS. se '�':.,,, SIDEWALK COURSE,SUPERPAVE WMA NYS DOT 1= oo ,SPACE''' ...-,.. :::.:. NYSDOT CURB DETAIL �ExISPAVEMErtr ALT art. ; _ _.....................I...� .......................... x •V.,;:- (FOR USE IN NYSDOT R.O.W.) '`� _ _ ° .v TAPERED RECESS /2" T ,,ref ''' - - - - - - - - - - - 2. THE CONTRACTOR SHALL USE EXTREME CARE NOT TO DAMAGE THE PERMANENT SURVEY MARKER / 05/03/2024 ITEM 520.09000010 ----ITEM 520.09000010 (SEE OETAIU SURVEY MARKER & R.O.W. ��' MIN. OR THREADED `� r---'I DATE :.: . '::::: :. SNOW STORAGE NYSDOT STANDARD SHEET 609-01 ADJACENT PAVEMENT, AS DETERMINED BY THE ENGIN ER, ANY DAMAGE a ROUND PF TOP WITH DR WITHOUT -j � �11 :.:: ;;:(5EEyNOT: 2) N.T.S. FULL DEPTH FULL DEPTH /�v v .,,. V CAUSED BY THE CONTRA TOR'S OPERATIONS SHALL BE REPAIRED A.O.B.E. ANCHOR4ROUGHR/;SJ �, WIILL NOT STAND MARKER DETAIL TAPER )SEE NOTE 41 "_ �-I " I SCALE: N.T.S. paapaa r. FLARE SHADED AREA: ': 'pv° rAt�nrz >;'''. NYSDOT ITEM#609.04010510 dT NO COST TO THE STATE. ALL WORK INCLUDED UNDER ::��4`F'�6;:: ----- - ITEM 304.10119917 - 6 IN METAL fURNISNEDI BY �1 .Z 1 1 ^j �,. FOR USE IN NYSDOT R.O.W. THE CONTRACTOR 0 ° ( ) ITEM 608.01050109 qo` ... TH j- --i l�`"� tAS NECESSARY, SEE NOTE 31 3. AS DETERMINED BY THE ENGINEER, UNSTABLE MATERIALS FOUND BENEA - NYSDOT ITEM 625.06 PERMANENT SURVEY MARKER RIGy{T pF �� PROJECT NUMBER: 23200 �t .. __. _ SIDE FLARE (TYP.3 THE REMOVED PAVEMENT SHALL BE REMOVED TO A MINIMUM DEPTH OF SHEET METAL FORM FOR CAST ° I ° NYSDOT ITEM 625.05 STEEL PIN AND CAP R.O.W.MARKER Y6 , (SEE NOTE 23) SECTION A - A � -.-FOR CIP BACKFILL 6 INCHES UNDER ITEM 203.02 AND SHALL BE REPLACED UNDER ITEM IN PLACE UNITS MAY BE I MATERIAL N.T.S. STEEL PIN AND CAP R.O.W. MARKER DRAWING BY: AM . ASPHALT PAVEMENT REPAIR It 25%MAX. AT CURB LINE 304.10119917. TOOTHLESS BUCKETS SHALL BE USED TO REMOVE THE ° ° & S�,W,A�� `y w ,Y : " y__ IBOTN SIDES) NDT TO SCALE TOP 5 INCHES. THE REMAINING I INCH SHALL BE REMOVED WITH HAND ATISFACTORYSFASTENERS • ° I FOR PR CAST NOTES: '; �` 1 . I - , -- :: TOOLS. ITEM 304.10119917 SHALL BE PLACED IN LIFTS NOT ]N INSTALLATION CHECKED BY: MP :::: - .. - v ° BACKFILL REQUIRMENT CAP SET (LUSH TO SURFACE. /' w EXCESS OF 3 INCHES AND COMPACTED. (SEE NOTE 7) CURS RAMP CONFIGURATION: TYPE lO )SEE NOTE 31 `"` " " " - " ,,„`, �S�i CLA55 "A" CONCRETE v A (� \/ �/ . SURFACE OF ALUMINIMrI CAP TO BE IN CONTACT WITH CONCRETE. GROUT SHALL BE APPROVED BY: MP m FOR CIP INSTALLATION I a ' / T,iC�V E i THOROUGHLY COATED WITH ZINC CHROMATE PRIMER, 708-04. 11 DESIGNER NOTES: NOT TO SCALE - ; , ;;.! ' 4. SEE TABLE OF FULL DEPTH ASPHALT CONCRETE PAVEMENT REPAIRS ° i ALTERATION OR ADDITION TO THIS 'r' ` " f7=:;•S 3. REBAR SHALL BE DRIVEN WITH A DRIVING CAP ACCEPTABLE TO THE EIC AND DESIGNED SEAL&SIGNATURE: ;;r• BUFFER ZONE- ,1 = - " ',/xJ///�rs7 1. DESIGNER TD DETERMINE ITEMS TO USE, !N NOTE 2A AND SECTION AA IN THE PLANS FOR SIZES AND LOCATIONS OF REPAIRS. ° I I( PLANNING F�OIU�1 :D TO PREVENT "MUSHROOMING" OF THE TOP Of THE REBAR DURING DRIVING. SILICONE DOCUMENT EXCEPT BYALICENSED NOTES: .i <T /iy:. U 0 A;'�4'S r- NDISTURBE sal A•{y. ° m PROFESSIONAL ENGINEER IS A SEALANT IS NOT REQUIRED IF THE R.O.W. MARKER CAP IS FITTED WITH A PREFORMED d ° EARTH _ PLASTIC INSERT. NE W vloLAroN OF SECTION 7209, ,� M 1. RAMPS SHOWN ON THIS DRAWING SHALL MEET ":::.::. �� 2. REPAIR WIDTH SHOULD BE LANE OR SHOULDER WIDTH AS A MINIMUM 5. DILUTED TACK COAT ITEM 407.0102 SHALL BE APPLIED BETWEEN ALL THREE 1/3" 0 (MIN.)-- C, I• (� Q CURB RAMP REQUIREMENTS SHOWN ON RAMP- OSS - REBAR 3'-3" LONG TOWN O SOU1 HOLD � PILO 'Q,�. SUB-DM TEED OFTIO NEW PORK / WIDTH. ASPHALT LIFTS. ° ' SHAPE OF THE MARKER CAP IS APPROXIMATE. OTHER SHAPES WILL BE ACCEPTED IF j° STATE EDUCATIC^7 LAW U.S. CUSTOMARY STANDARD SHEET 608-01 k SPACED EQUALLY � ° SHEETS 1 TO 7. . I THEY CONFORM TO THE MINIMUM WEIGHT AND DIMENSIONS GIVEN IN THE MARKER - �'G r'� ° a CAP DETAIL. THE MARKER CAP SHALL FIT TIGHTLY TO THE REBAR. MARKER CAPS �`� * DRAWING No: 2. SNOW STORAGE & AREA BEHIND SIDEWALK \ PAVEMENT RESTORATION NOTES 1�g" V '° . DATE ®��• Z 1 ZUrL� WHICH MAY BE REMOVED FROM THE REBAR WITH MINIMUM OR MODERATE EFFORT )x SEE NOTES 13 ANO 14 oN DRAW€Nc cR0 1. 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING EXISTING FLOWLINE GRADES AND RE-ESTABLISHING THESE MIN. COVER ° I WILL NOT BE ACCEPTED. * r w 3. RAMP TYPE NUMBERING BASED ON STANDARD GRADES IN THE PROPOSED CURB/FLOWLINE WORK. ' ° o ° 5. LENGTH OF REBAR MAY BE REDUCED A.O.B.E. IF AN OBSTRUCTION WHICH CANNOT BE t '7`.>''` 1 W SHEETS 608-01 (SHEETS 1 THRU 7). EFFECTIVE r NOT ... }1 ACED '! 2. FULL DEPTH REPLACEMENT OF THE ASPHALT SHOULDER SHALL BE TAKEN TO THE EXISTING LONGITUDINAL JOINT WHERE v v I ° , G.Av+K W � l THAN 2'-O" IS ENCOUNTERED. HOWEVER, THE LENGTH OF THE SHANK WILL NOT BE LESS DATE 05/01/16 ISSUED UNDER ES 16-012 OPTION A: FLARED CONCRETE THAN 2'-O" IN HARD, DENSE, OR STONY SOIL. REBAR TO BE EPDXY COATED. 0 �0 ALTERNATIVE VARIATIONS AS NOTED. IT MEETS THE EXISTING PAVEMENT. v 3. VARY DEPTH OF ASPHALT BASE TO ENSURE PROPOSED PAVEMENT DEPTH MATCHES ADJACENT EXISTING PAVEMENT `U 6. AFTER THE CONCRETE RIGHT OF WAY MARKER OR CIP PERMANENT SURVEY MARKER IS IN Zis W C ° PLACE, THE EXCAVATION SHALL BE BACKIFILLED IN ACCORDANCE WITH THE REQUIREMENTS 081 Qv v NYSDOT TYPE 1 D CURB RAMP DETAIL NYSDOT RAMP SIDE OPTION A DETAIL DEPTH. 1,-3 OF STANDARD SPECIFICATIONS SECTION §203-3.06 "SELECT GRANULAR FILL". OA�OFE (�� (FOR USE AT CORNER OF NYS ROUTE 25&REEVE AVE.) (FOR USE AT CORNER OF NYS ROUTE 25&REEVE AVE.) 7. EXCAVATION AND BACKFILL SHALL FOLLOW EITHER METHOD A OR METHOD B PER 625-3.04 NYSDOT REGION 10 CURB RAMP DETAILS DWG NO.CRD-1 NYSDOT STANDARD SHEET 608-01 ASPHALT PAVEMENT REPAIR DETAIL PERMANENT SURVEY MARKER PERMANENT SURVEY MARKERS DEPENDING ON SITE CONDITIONS. N.T.S. N.T.S. NYSDOTFREGION 0 DETAOS DWG N0.PR-7 CA TSINLPLACENOREPR CAST CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER N.T.S. PERMANENT SURVEY MARKER OF RECORD FOR REVIEW PRIOR TO CONSTRUCTION FOR MARC PILOTTA, P.E. PAGE No: ANY DETAIL NOT PROVIDED IN THIS PLAN SET. NEW YORK STATE PROFESSIONAL ENGINEER 1081558 13 OF 14 Y:IKey CiviAProjectsQO23123200_JMN Architecture_14300 Main Road_MattitucklDrawingslKey Civi!123200-2025.08.19_SPP11-SPDES_RPZ3.dwg i WORK ZONE TRAFFIC CONTROL NOTES � NOES: ' `' 1. MAINTENANCE AND PROTECTION OF TRAFFIC IS TO TO INVOLVE A LANE CLOSURE CLOSING ALONG THE SOUTHERN PER OD UP TO 3 CONSECUTIVE DAYS,ORNIGHTTIME WORK ILASTINGCMORE THHAAN I HOUR.ONE DAYLIGHT y� N. SHOULDER OF MAIN ROAD. ACTIVITY OR STORAGE OF EQUIPMENT,VEHICLES, R MATERIAL SHOULD OCCUR WITHIN A-::: i .: � 2.NO WORK ACT N.V S, 0 r.. '....F '' ... F 0 BUF ER SPACE 2 TO THE NATIONAL MANUAL BASIC WORK ZONE TRAFFIC CONTROL(WZTC)PLAN SHALL CONFORM TO ITEM 619-1.01 AND 3.XX IS THE EXPECTED OVERALL LENGTH OF THE OPERATION TO BE COMPLETED WITHIN THE WORK DAY. OF UNIFORM TRAFFIC CONTROL DEVICES FHWA AND THE NEW Y RK TAT F 0 S E SUPPLEMENT 50'100' A SUPPLEMENTAL DISTANCE PLAQUE W7-3a SHALL BE USED WITH SIGN W20-1 WHEN THE DISTANCE '� �` BETWEEN THE ADVANCE WARNING SIGNS AND WORK MAY BECOME GREATER THAN 2 MILES AS A RESULT OF ( ) 5' " DOWNSTREAM TAPER THE FOLLOWING SITUATIONS: �/ vQ 3. WORK ZONE RELATED SIGNS SHALL HAVE ORANGE BACKGROUND WITH BLACK LETTERING OR SYMBOLS.ALL SIGNS.� MULTIPLE WORK LOCATIONS ARE ANTICIPATED WITHIN XX MILES FROM THE W20-1 SIGN WORK AREA WILL BE RELOCATED DURING THE DURATION OF THE WORK WITHIN XX MILES FROM MUST CONFORM TO SECTION 730 05,REFLECTIVE SHEETING TYPE D,OF THE NYS STANDARD SPECIFICATIONS.�ja .e I 8€<; THE W20-1 SIGN ? vd\0 a<''F. fi�� THE SUPPLEMENT SIGN W7 3a SHALL INDICATE THE MAXIMUM ANTICIPATED DISTANCE BETWEEN THE W20 1 �'• .,�2� J ` ; ' j�>: SIGN AND THE FARTHEST WORK LOCATION. :� ,_ -"--- -- ,_ ' 4. THE CONTRACTOR SHALL FOLLOW THE DROP OFF CRITERIA AS OUTLINED IN THE NYS STANDARD SPECIFICATIONS i� ,2 �Q1'1` O(r3.IE °. :.i "III.r 50 100 ',;.c\ SECTION 619-3.02 A ALL TRANSVERSE BUMPS VERTICAL FACES UNPAVED SURFACES MILLED R < a 4.WHEN MULTIPLE WORK LOCATIONS EXIST WITHIN XX MILES FRDM THE W20 1 SIGN,A G20-1 SIGN O 0 GROOVED PAVEMENT / rcl :DOWNSTREAM �� :::iE ': F . ond s His CHANNELIZING SHALL BE PLACED EVERY TWO MILES ItIDICATING THE DISTANCE FROM THE SIGN TO THE FARTHEST WORK "':--- •.. r ,- :..:,. "!� :: ;TAPER /< e r DEVICES AND OTHER SURFACE IRREGULARITIES 1 INCH OR MORE IN HEIGHT SHALL BE ADEQUATELY SLOPED OR TAPERED IN �pEl' z r i LOCATION. �i o • .: '::::; ACCORDANCE WITH TABLE 619-1 OR APPROPRIATE WARNING SIGNS SHALL BE P I t' n �z -----t-- SEE dErntL POSTED N ADVANCE OF THE CONDITION. lg6 J x.` 410A s)€' .:z :: %' S.CHANNELIZING DEVICE SPACING)CENTER TO CENTER)SHALL NOT EXCEED 20' IN THE ACTIVE WORK f2 <.. i, SPACE. .�' .: ,r�_; LENGTHS ON MAIN ROAD SHALL BE AS SHOWN ON THE PLAN R AS PAVEMENT MARKING LOCATIONS, SIZES AND S, 0 i� ' 6.CHANNELIZING DEVICES SHALL BE PLACED TRANSVERSELY A MINIMUM OF EVERY 800`AS SHOWN WHEN 1 "' •'. : . �. ;F• ROLL AHEAD DISTANCE �. R DIRECTED BY THE NYSDOT REPRESENTATIVE. }••{f � 1 ;�;:. )SEE?ABLE 410 04) A PAYED SHOULDER HAVING A WIDTH OF 8 OR GREATER IS CLOSED FOR A DISTANCE GREATER THAN .. IY/ L41UC� g ) 3 / 8001. :.:::;. 1< • }1, , . 7.THE PROTECTIVE VEHICLE(S)SHALL MAINTAIN THE APPROPRIATE ROLL AHEAD DISTANCE,BE AN 6. ALL TEMPORARY SIGNS FOR WZTC SHALL BE COVERED AS PER ITEM 619-3.02(H)(3)-SIGN COVERINGS AND ALL EXISTING y.r<. CHANNELIZING DEVICES : UNOCCUPIED TRUCK POSITIONED PARALLEL TO TRAFFIC,PARKING BRAKE SET,PLACED IN 2N0 GEAR °°° ' ""'" NON CURRENT - (SEE NOTE St ?� ,,: ROLL AHEAD DISTANCE ..1 llir;: ;: (MANUAL TRANSMISSI�tS/ENGINE OFF)OR PARK /NEUTRAL tAUTOMATIC TRANSMISSIONS)AND HAVE THE w 0 U OR CONFLICTING SIGNS SHALL BE COVERED AS PER ITEM 645 3.09 COVERING SIGNS. 4V VARIESI M f •;; !;, (SEE TABLE 410-04) :5 = ....,_ = WID1H WETLANDS FRONT WHEELS ALIGNED WITH THE LANE STRIPING, L) ( ) 7i L: BOUNDARY ...;...:r;... Z will ALL LANES MUST BE OPEN TO TRAFFIC BEFORE 10.00 AM AND AFTER 3:00 PM.NO LANE CLOSINGS ARE PERMITTED ON �+ NIGHTTIME LANE CLOSINGS WILL NOT BE PERMITTED WITHOUT PRIOR APPROVAL FROM THE • ; , STATE PERMIT INSOPECTOR. . €, NJ.WORK OCCURRING AFTER SUNSET AND BEFORE SUNRISE WILL BE CONSIDERED NIGHTTIME OPERATIONS. ' iI N2.ALL SIGNS,STOP/SLOW PADDLES AND RED FLAGS USED TO WARN/ALERT/CONTROL TRAFFIC SHALL BE .,:; :` RETROREFLECTIVE. 0 NO LANE CLOSINGS WILL BE PERMITTED :.. ALSO I FROM NOON ON THE FRIDAY BEFORE MEMORIAL DAY THROUGH MEMORIAL DAY; + : s) �-� W.ALL WORKERS INVOLVED SNAIL WEAR PROTECTIVE HELMETS AND NIGHTTIME APPAREL IN ACCORDANCE `;` : '' • INDEPENDENCE DAY; r• �, ; L`e,,,..._..,�„-„� ", :::::.:': ..., WITH g107-05A.HIGH VISIBILITY APPAREL AT ALL TIMES. 1. °` �' i TRAVEL LANE SHALL DISPLAY • LABOR DAY; DETAIL 41OA•SEE NOTE 6 N4.VEHICLES OPERATING ON THE PAVEMENT OF A CLOSED ROADWAY OR ROTATING AMBER BEACONS OR FLASHING LED BEACONS AT ALL TIMES. • VETERANS DAY; �i a , t Map data0202Q Terms': Reportamap"error N5.LEVEL I ILLUMINATION SHALL BE PROVIDED NEAR THE BEGINNING OF LANE CLOSURE TAPERS AND AT _ • FROM NOON THE DAY BEFORE THANKSGIVING THROUGH THE SUNDAY FOLLOWING THANKSGIVING DAY; !BUFFER SPACE E ROAD CLOSURES.INCLUDING THE SETUP AND REMOVAL OF THE CLOSURE TAPERS. _ _ _ _ - _ • THE DAY PRECEDING CHRISTMAS DAY; y ��.;.,, i iSEE TABLE 410-Q2) -. , �:. V I` h CHRISTMASDAY; VICINITY MAP N6.LEVEL 11 ILLUMINATION SHALL BE PROVIDED FOR FLAGGING STATIONS,ASPHALT PAVING,MILLING,AND , +� CONCRETE PLACEMENT AND/OR REMOVAL OPERATIONS,INCLUDING BRIDGE DECKS,50 FEET AHEAD OF AND • THE DAY BEFORE NEW YEARS DAY; " << 100 FEET BEHIND A PAVING OR MILLING MACHINE N.T.S. ., y � • NEW YEARS DAY; ll6 .''' N7.LEVEL III ILLUMINATION SHALL BE PROVIDED FOR PAVEMENT OR STRUCTURAL CRACK FILLING,JOINT DRUM CHANNELING DEVICE DETAIL ,:f s:: REPAIR,PAVEMENT PATCHING AND REPAIRS,INSTALLATION OF SIGNAL EQUIPMENT OR OTHER SHOULDER TAPER: `' :: _` r (SEE TABLE 410-02) ELECTRICAL/MECHANICAL EQUIPMENT,AND OTHER TASKS INVOLVING FINE DETAILS OR INTRICATE PARTS N.T.S. 8. ALL WORK AT THE SITE ACCESS POINT SHALL BE COORDINATED WITH THE APPROVED SITE PLAN.THE PROPOSED SITE PROJECT DATA E... AID EQUIPMENT. ENTRANCE MUST BE CLOSED WITH TUBULAR MARKERS, BARRICADES,AND"ROAD CLOSED"SIGNAGE IN AN APPROVED i o j- N8.ALL LIGHTING SHALL BE DESIGNED,INSTALLED,AND OPERATED TO AVOID GLARE THAT AFFECTS MANNER UNTIL THE NYSDOT ENGINEER-IN-CHARGE ACCEPTS ALL THE ROADWORK,SIGNING,AND PAVEMENT MARKINGS APPLICANT/OWNER.................... CHURCH OF THE SACRED HEART ROMAN CATHOLIC CH A TRAFFIC ON THE ROADWAY OR THAT CAUSES ANNOYANCE OR DISCOMFORT FOR RESIDENCES ADJOINING THE 27835 MAIN ROAD ll !' (SEE TABLE 410-01) ROADWAY. DEPICTED ON THESE PLANS. i P.O.BOX 926 IME OPERATIONS, WRITTEN NIGHTTIME OPERATIONS AND LIGHTING ',.'Y: CUTCHOGUE,NY 11935 N9.PRIOR TO THE START OF NIGHTTIME ONS A >t - PLAN IS REQUIRED FOR APPROVAL. 9. PRIOR TO INSTITUTING ANY MAINTENANCE AND PROTECTION OF TRAFFIC SCHEME,THE CONTRACTOR SHALL NOTIFY ALL LOCAL EMERGENCY DEPARTPJIENTS. �.,`' ��, `,.,'' N10.SEE NIGHTTIME SAFETY BULLETIN,HDM 116.5.7,6 STANDARD SPECIFICATIONS y619 FOR ADDITONAL TAX MAP NUMBER..................... Dist.1000,Sect.114,Block 11,Lot 1 REQUIREMENTS AND CONSIDERATIONS. . n %::. 10. THE CONTRACTOR SHALL SCHEDULE WORK OPERATIONS TO MINIMIZE THE INTERRUPTION OF PEDESTRIAN TRAFFIC. SITE AREA 242,298 52 SF(5.5624 Acres) ytOlt PEDESTRIANS SHALL USE DESIGNATED PEDESTRIAN/BICYCLE ROUTE THROUGH THE WORK ZONE.:: i. :: Willi vii CURRENT ZONING..................... RESIDENTIAL R-40&RESIDENTIAL OFFICE(RID) r :... ''. € 11. ALL DELETERIOUS MATERIAL WITHIN THE NYSDOT RIGHT OF WAY SHALL BE REMOVED DAILY OR AS ORDERED BY THE CURRENT USE........................... CHURCH THIS SIGN SHALL BE LOCATED A MINIMUM I s EE TABLE 4Io oI) NYSDOT ENGINEER. THE MEANS OF REMOVAL SHALL B_ACCOMPLISHED BY A SWEEPING MACHINE. Gzaz PROPOSED USE......................... PARISH CENTER �� K. DISTANCE OF BO FT.AND MAXIMUM OF 400 FT. �" PAST THE END OF THE DOWNSTREAM TAPER EXISTING 12. TUBULAR MARKER PLACEMENT SHALL NOT EXCEED 40 FEET 1 SKIP LINE). FOOTPRINT............... 8,567 SF PROPOSED FOOTPRINT........... 8,508 SF(INCLUDING BUILDING CANOPY r. 01 ' . ' THIS WORK ZONE TRAFFIC CONTROL PLAN DEPICTS THE MINIMUM REQUIREMENTS OF NYSDOT AND DOES NOT RELEASE ,�...---- COVERED ENTRY: we 23 ; W2o-t THE CONTRACTOR FROM HIS RESPONSIBILITY TO SAFELY MAINTAIN AND PROTECT TRAFFIC IN ACCORDANCE WITH 273SF ff Y-" GROSS FLOOR AREA................ LOWER LEVEL......................................2,020 SF j'>'.!'` / ' REFER TO SHEET 2 OF 2 FOR ALL TABLES SECTION 619 OF THE NYSDOT STANDARD SPECIFICATIONS. OTHER TRAFFIC CONTROL DEVICES ABOVE AND BEYOND THOSE SHOWN ON THIS PLAN MAY BE REQUIRED TO MAINTAIN AND PROTECT TRAFFIC OR AOBE. (WITH AREA BREAKDOWN) ENTRY LEVEL.......................................8,508 SF a.: :. ., NEWYORK Department of T TAL 10,528 SF STATE OF OPPORTUNITY 2 FT MIN 14. THE CONTRACTOR SHALL PROVIDE FLAGGERS WHEN SIGHT DISTANCES ARE IMPAIRED BY HIS OPERATION OR AOBE. W7-3a(SEE NOTE 3) G20-1 (SEE NOTE 4) Transportation y:" '' " 15. THE CONTRACTOR SHALL NOT PARK HIS EQUIPMENT OR STORE MATERIAL OVERNIGHT WHERE IT IS DEEMED BY THE I"`"" U.S. CUSTOMARY STANDARD SHEET Z o �; :.:, - ENGINEER TO BE A SAFETY HAZARD TO TRAFFIC. STORAGE WITHIN THE NYSDOT RIGHT-OF-WAY WILL NOT BE [ t ( 24000 LB PROTECTIVE WORK ZONE TRAFFIC CONTROL PERMITTED. S =�U " "'' :. "`_;` ' VEHICLE WITH TMIA ti ,, j/ WORK AREA TWO TWO-WAY ROADWAY �R -: E'er:.::: SEE TABLE 4to 03 SHOULDER CLOSURE s AW 2 m' g ` '' .. 16. THE CONTRACTOR IS ADVISED THAT NO PAVEMENT EDGE DROP WILL BE PERMITTED WITHIN ELEVEN f1... ::.... €'<`.. .:: :`: ..:..1 (11)FEET OF 25 �w " '' " INTERMEDIATE TERM OPERATION TRAVEL LANES.THE CONTRACTOR SHALL SCHEDULE HIS OPERATIONS SO THAT ALL EXCAVATED WORK AREAS SHALL BE o • • (SHEET 1 OF 2) ou HOLD I :d CHANNELIZING DEVICE 7* ARROW PANEL BACKFILLED TO GRADE AT CONCLUSION OF THE WORK DAY. L._.,. PLAN�JING Bc D (SEE TABLE 410-OS) (CAUTION MODE) APPROVED DECEMBER 2, 2021 ISSUED UNDER EI 21-028 ¢pN RalatLta' 17. THE CONTRACTOR SHALL NOT RESTRICT THE INGRESS/EGRESS REQUIRED FOR DRIVEWAYS ALONG MAIN ROAD (NYS Z�� NOT TO SCALE ROBERT LIMOGES. P.E. 619-410 ROUTE 25). d DIRECTOR, OTSM c� I 11 08/19/25 AD ISSUED FOR BID WALKWAY 18. CONTRACTOR TO PLACE TEMPORARY SIGNS OUTSIDE SIGHT TRIANGLES SO AS NOT TO CONFLICT WITH THE SIGHT DISTANCE. 10 07/08/25 AD REV.PER TOWN AND NYSDOT COMMENTS HEIGHT AND LATERAL LOCATION OF SIGNS 19. CONTRACTOR SHALL PROVIDE SIGNAGE IDENTIFYING PEDESTRIAN/BICYCLE ROUTE THROUGH WORK ZONE. 9 04/11/25 AD REV.PER TOWN AND NYSDOT COMMENTS (TYPICAL INSTALLATION) CONTRACTOR TO PHASE SITE WORK AS TO MAINTAIN A 5-FOOT CLEAR ADA COMPLIANT PASSAGE FOR PEDESTRIANS N.T.S. DURING CONSTRUCTION. BICYCLISTS SHALL DISMOUNT BIKE AND WALK THROUGH THE WORK ZONE IN AREA 8 02/05/25 AD REV.PER SCWA COMMENTS DATED 01/28/25 TABLE 410-01: ADVANCE WARNING SIGN SPACING TABLE 410-05: CHANNELIZING DEVICE APPLICATION FOR INTERMEDIATE-TERM STATIONARY WORK ZONES DESIGNATED FOR PEDESTRIAN AND BIKE TRAFFIC. 7 01/27/25 AD REV.PER SCDHS COMMENTS DATED 01/24/25 DISTANCE BETWEEN SIGNS WORK ZONE PROVISIONS MUTCD COMPLIANT CHANNELIZING DEVICE 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REPLACE ALL SIGNAL INTERCONNECT CABLE, DETECTOR ROAD TYPE A(FTJ 8 FT.) ua 6 01/21/25 AD REV.PER UPDATED SEPTIC LAYOUT INTERMEDIATE-TERM w CABLE,CONDUIT AND ALL UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION. URBAN(5 30 MPH-) 100 !00 STATIONARY WORK ZONES W w w w W w a 5 12l06/24 AD REV.PER UPDATED ELECTRIC AND RPZ WATER INVOLVE WORK THAT �+� URBAN RS 40 MPH-) 200 200 "o w W 21. THERE SHALL BE NO WORKERS,EQUIPMENT OR OTHER VEHICLES IN THE BUFFER SPACE. SERVICE LOCATIONS OCClP1E5 A LOCATION 5� $ w <w o ,� URBAN(z45 MPH-) 350 350 FOR MORE THAN 1 DAYLIGHT ww REV.PER UPDATED ELECTRIC AND TELECOM a �� m 4 11/22/24 AM SERVICE LOCATIONS PERIOD UP TO 3 CONSECUTIVE ,"'_ o " -' '- 5€.a z.c a ci RURAL 500 500 a p� ! DAYS.OR NIGHTTIME WORK • r"" 22. IF TRAFFIC SAFETY OR OPERATION ISSUES DEVELOP AS DETERMINED BY NYSDOT, LEFT TURNS INTO OR OUT OF THE •PRECONSTRU CTION POSTED SPEED LIMIT THAT OCCUPIES A LOCATION PROPERTY MAY BE RESTRICTED ORPROHIBITED EL 3 10/02/24 AM REV.PER TOWN COMMENTS DATED 09/11/24 AND FOR MORE THAN 1 HOUR � " ` ""'` SCDHS COMMENTS DATED 10/02/24 TABLE 410-02: LONGITUDINAL BUFFER SPACE AND TAPER LENGTHS SHOULDER/MERGING/ 20 FT.• X X 2 07/19/24 AM ISSUED TO TOWN SHIFTING TAPERS TAPER LENGTH:L ffTJ/•OF SKIP LINES/ SHOULDER TAPER LENGTH:L/3 40 FT. x X „ 1 05/14/24 DID REV.PER CLIENT COMMENTS LONGITUDINAL •OF CHANNELIZING DEVICES ff7J/•OF SKIP LINES/•OF PROVISIONS FOR ICE AND SNOW REMOVAL OPERATIONS PRECONSTRUCTION CHANNELIZING DEVICES MARKING FOR 2 2 2 POSTED SPEED BUFFER SPACE TRANSVERSE BLIMPS N/A X X x x ti NO. DATE BY DESCRIPTION DISTANCE FT.)/ LIMIT(MPH) • R IN ORDER TO ALLOW FOR SNOW AND ICE CONTROL BY STATE FORCES ON THE STATE HIGHWAYS AND BY LOCAL MUNICIPALITIES ON LOCA OF SKIP LINES FOR LANE WIDTH I FOR SHOULDER WIDTH (LATERAL SHIFT OF TRAFFIC FLOW PATH) TRANSVERSE DEVICE WITHIN ROADS,THE CONTRACTOR SHALL SCHEDULE HIS WORK IN ACCORDANCE WITH THE FOLLOWING: CLOSED TRAFFIC LANE 800 FT. X X X X X 0 REVISIONS to 11 12 s 4 FT. 5 -7 FT. >-8 FT. AND/OR SHOULDER 1. INTERFERENCE WITH SNOW PLOWING OPERATIONS BY TUBULAR MARKERS,BARRICADES AND OTHER TRAFFIC CONTROL EQUIPMEN SHALL BE KEPT TO A MINIMUM. ANY DEVICES DISTURBED OR DAMAGED BY SNOW AND ICE CONTROL OPERATIONS SHALL B 25 I55J4 120/3/4 120/3M 120I3/4 40/1/2 REMOVAL OF EXISTING 80 F-- X X X X X X 0 REPLACED AND OR RESET AS NECESSARY AND AS SOON AS POSSIBLE BY THE CONTRACTOR. 30 200/5 160/4/5 160/4/5 200/5/6 40/1/2 40/1/2 40/1/2 GUIDE RAIL 40 FT. BICYCLE WARNING SIGN 35 250/6 200/5/6 240/6/7 240/6/7 40/1/2 40/1/2 80/2/3 TES:X=ALLOWED,BLANK =NOT ALLOWED,0=OPTIONAL •SEE NOTE 5 ON SHEET I OF 2. W11-1 2. DRAINAGE FRAMES,GRATES AND COVERS AND OTHER CASTINGS SHALL NOT BE ADJUSTED IN A TRAVEL LANE UNLESS THE FINA .-A TYPE I OBJECT MARKER MAY BE USED IN LIEU OF CHANNELIZING DEVICE. t ) 40 305/8 280/7/8 320/8/9 320/8/9 4011/2 80/2/3 80/213 [22�1.-CHAtWtELIZING DEVICES SHALL BE EQUIPPED WITH A FLASHING WARNING LIGHT. PAVEMENT COURSE IS TO BE PLACED PRIOR TO THE ONSET OF SNOW AND ICE WEATHER.STEEL PLATES,ETC.SHALL NOT PROTRUD N.T.S. s" 45 360/9 440/11/12 520/13/14 5fi0/14/15 80/2/3 80/2/3 120/3/4 ABOVE THE ADJACENT PAVEMENT, IF ANY OF THESE PROTRUSIONS EXIST IN A NON-TRAVEL LANE PRIOR TO A SNOW AND IC 50 425/11 520/13/14 560/14/15 600/15/16 80/2/3 120/3/4 160/4/5 CONDITION, THEN TEMPORARY ASPHALT RAMPS MUST BE PLACED SO THAT FOR EVERY ONE MILLIMETER OF RISE, THERE IS A 55 495/13 560/14/15 6DO/15/16 680/17/18 80/2/3 120/3/4 160/4/5 EIGHTY MILLIMETER RUN OF RAMP. TABLE 4f0-06: REQUIRED SIGN SIZES* SIGN NON-FREEWAY FREEWAY I 3. ALL PAVEMENT CUTS SHALL BE RESTORED TO THE ADJACENT PAVEMENT GRADE TO ELIMINATE RECESSED AREAS WHERE SNO CANNOT BE PLOWED OR WHERE PLOWS MAY SNAG. CrI ,.i/ i IS qin% 2, E G20-2 36xi8 48x24 � %" '% o " � ,� �'.' TABLE 410-03: PROTECTIVE VEHICLE REQUIREMENTS W20-1 36x36 4Bx48 IN4. WHERE THE MAINTENANCE AND PROTECTION OF TRAFFIC SCHEMES REQUIRE INSTALLATION OF SINGLE OR MULTIPLE RUNS 0 664 BLUE POINT ROAD, UNIT, w21 5 36x36 48x48 TEMPORARY CONCRETE BARRIER,THE CONTRACTOR SHALL REMOVE ANY SNOW REMAINING ALONG A TEMPORARY BARRIER EVEN If e IT IS THE RESULT OF SNOW PLOWING OPERATIONS BY STATE FORCES OR OTHERS,THE INTENT IS TO PREVENT ACCUMULATED SNO HO LTS V I LLE NEW YO R K 11742 CLOSURE TYPE NON-FREEWAY W7-3a 24x18 36x30 f ROAD TYPE&SPEED FROM MELTING ONTO TRAVEL LANES WITH POSSIBLE REFREEZING. a 45 MPH 35 40 MPH s 30 MK'N G20 1 36x18 48x24 (6 31) 9 61-0 5 0 6 EXPOSURE CONDI-rIONS WARNING FLAG 18x18 18x18 L A N E 5. THE CONTRACTOR SHALL BEGIN SNOW REMOVAL WITHIN REASONABLE TIME AFTER NOTIFICATION BY THE ENGINEER. www.KeyCivilEngineering.com WORKERS ON f00T OR •FREEWAY SIZES MAY BE USED ON NON-FREEWAY•IF SPACE CONSTRAINTS DO NOT VEHICLE EXPOSED TO P.TMIA P,TMIA SEE NOTE 2 EXIST. LANE CLOSURE OR TRAFFIC ' PROJECT NAME ENCROACHMENT OTHER HAZARDS NO P.TMIA SEE NOTE 2 SEE NOTE 2 �.,......."............._-..........,,,,._.,......_•,,,,".....,...,.,_,..,,,.....,,,_"",,,.,... WORKERS EXPOSED IN LANE SIGN ROMAN CATHOLIC CHURCH OF THE SACRED (NYW5-32P) HEART PROPOSED PARISH CENTER WORKERS ON FOOT OR N.T.S. ALL LANES MUST BE OPEN TO TRAFFIC BEFORE 10 AM AND AFTER VEHICLE EXPOSED TO P,TMIA SEE NOTE 2 SEE NOTE 2 SHOULDER CLOSIXtE TRAFFIC 14300 MAIN ROAD OR ENCROACHMENT 3 PM. NO LANE CLOSINGS ARE PERMITTED ON WEEKENDS OR �+ MATTITUCK, NY 11952 OTHER HAZARDS NO SEE NOTE 2 SEE NOTE 2 SEE NOTE 2 HOLIDAYS. NIGHTTIME LANE CLOSINGS WILL NOT BE PERMITTED WORKERS EXPOSED TOWN OF SOUTHOLD, COUNTY OF SUFFOLK LEGEND WITHOUT PRIOR APPROVAL FROM STATE PERMIT INSPECTOR. DIST.: 1000, SECT.: 114, BLOCK: 11, LOT: 1 PHE Aft ' :PROTECTIVE VEHICLE REQUIRED FOR EACH CLOSED LANE 6 EACH CLOSED PAVED SHOULDER 8'OR WIDER, 1F THE WORK SPACE MOVES WITHIN THE STATIONARY CLOSURE,THE PROTECTIVE VEHICLE SHALL BE REPOSITIONED ACCORDINGLY A u TMIA:TMIA REQUIRED DRAWING TITLE NOTES: 1.THE EXPOSURE CONDITIONS ASSUME THERE IS NO POSITIVE PROTECTION PRESENT 2.EITHER A PROTECTIVE VEHICLE OR THE STANDARD BUFFER SPACE SHALL BE PROVIDED AHEAD SIGN WORK ZONE TRAFFIC NEWYORK Department of (R3-17A) STATE OF p N.T.S. CONTROL PLAN OPPORTUNITY. Transportation TABLE 410-04: ROLL AHEAD DISTANCE U.S. CUSTOMARY STANDARD SHEET ROLL AHEAD DISTANCE (FT.)/•OF SKIP LINES FOR DATE: 05/03/2024 C� VEHICLES WORK ZONE TRAFFIC CONTROL TWO-LANE TWO-WAY ROADWAY SCALE: N.T.S. Y SHOULDER CLOSURE NN PRECONSTRl1CT10N STATIONARY OPERATION INTERMEDIATE TERM OPERATION m�« POSTED SPEED (SHEET 2 OF 2) "'a� LIMIT(MPH) MIN MAX .D_C >-55 120/3 200/5 PROJECT NUMBER: 23200 APPROVED APRIL 8, 2022 ISSUED UNDER EI 22-008 w ui y 45 -50 80/2 160/4 Rn7m�CL- �M s 40 40/1 120/3 ROBERT LIMOG P.E. 619-410 DRAWING BY: AM �Q DIRECTOR, OTSM + CHECKED BY: MP APPROVED BY: MP SEAL& SIGNATURE: ALTERATION OR ADDITION TO THIS DOCUMENT EXCEPT BY A LICENSED _.- -•- °"'� O� ��� PROFESSIONAL ENGINEER IS O VIOLATION Of SECTION 7209, SUB-DIVISION 2,OF THE NEW YORK STATE EDUCATION LAW G'h. .e." "��•els IiO��� ':D � DRAWING No: * - w �^�11 -� ry w TC%Pv1,! OF �SOi� 1 H,_)i.-t! � NOT 1P 'ALED DATE dL� . 21 t 2U2� �2(r 0815 v °10 OFE C 14 MARC PILOTTA, P.E. PAGE No: NEW YORK STATE PROFESSIONAL ENGINEER #081558 14 OF 14 YAKey CivillProjects42023123200_JMN Architecture_14300 Main Road_MattitucklDrawingslKey Civil123200_2025.08.19_SPP11_SPDES RPZ3.dwg I