The URL can be used to link to this page

Home My WebLink AboutSite Plan H.G. PARKING 516N SEE DETAIL THIS 5HT FND GM www.dignetnyoli.com r , ( ) NO PARKING NO ��N ANYTIME" SIGN RESERVED COMMERCIAL PROPERTY R PARKING PUBLIC WATER �\Z1 Pa of NEWYOAC(CITY °r wwr other states).� N/0/F � � FND GM �xi &LONG ISLAND [01 (for other states) PARKING PETER A.,PETER J.JAGOUE5, •" 800-272-4480 11 4 MARY F.JAGOl1E5 x�-x � � 18 ANY B law,excavators and contractors workingin For safe reasons,homeowners are stronglyk' TIME MMERCIAL PROPERTY C 0 �i WOODS TO the five boroughs of New York City and Nasau encouraged to call as well when planning any } ° - '• PUBLIC WATER �j O x REMAIN , and Suffolk Counties on Lon Island must a of digging on their property. r N/O/F ✓ i /i i 9 type 99 9 P Peal I � i •/'`. J�/ contact DigNet,1-800-272-4480 or 811,at least Homeowners can contact us directly at _ _ •"%, ,} STEVEN BUSGH 48 hours but no more than 10 working days 1-800-272-4480 or by calling 811,the t ( NO PARKING 4 LOU15E BUSGH L i I + (excluding weekends and legal holidays)prior national call before you dig number.For V V P4-6 l !ry / „ to beginning any mechanized digging or excavation work completed on personal .4 '•�' "' "rr � ; INSTALL U/6 UTILITIES IN TRENCH PER ANYTIME SIGN (N.Y.S.D.O.Ta '- UTILITY PROVIDERS REQUIREMENT'S NOT TO 5GALE I excavation work to ensure underground lines property,it is the contractor's i i i i i i i i i i I i i i 4 (5EE SITE PLAN FOR LOG) are marked.Excavators and contractors can responsibility--NOT the homeowners--to N u) SEE DTL,DM SP3 also submit locate requests online,through contact DigNet.Having utility lines marked COMMERCIAL PROPERTY HANDICAPPED O ITIC.If you do not current) use ITIC, lease ) ' " ' " ' " PUBLIC HATED. 1 Y Y P prior to digging is free of charge. , 9-O 4-0 PARKING 51 GN � � / � ! � � � � � � � � ' � � � call 1-800-524-7603 for more information. � NP.M NOT TO SCALE R' SITE� DAVID P.MOORE � i a { TYPICAL PARKING DETAIL �o _ NOT TO SCALE Q PROP. STOCKADE FENCE: 0 "'J° / PROP. 5T1 6 5Y5: LOCATION I j H x 1482 LIN FT AND 136"W GATE /�� W +� / DEDICATED TO ROOF RUN tl U U PROPOSED p w 6 () 'J �� / 5D\ SEE DWG SP3 FOR INFO. 25A'RY. IMPERVIOUS SUR��GE G�LG: ; f R PO V SES oz I I'WIDE Q + 1 C11 M O i i i % i ,, t TAP FROM EXISTING UTILITY POLE, S - EXI5TIN6 RI6HT OF WAy PROPOSED AREA OF 51TE: 77,2`15 50.FT, f - , U) N tH CONNECT PER UTILITY PROVIDER'S REO'MT5 rz Ml � � DIRT DRIVE �J" 8L�� I �I �� - P.G. REINFORCED SLAB: � W I PROPO5ED BUILDING AREA = 20,000 50.FT.(25b7SG) ( � - - . .� ..___-- •,� - ;{ W FGM OO k 0 / 0 O.H.DOOR,(1,003 S.F) PROP05ED LAN05GAPE AREA = 21,3" 50.FT. (27.68%) SEE SIDEWALK TRANSITION DETAIL, + + •Gf 6 ( _ � ••lt r O O O EXISTING STONE WALL - SEE PVMT SECT.,DWG 5173 W LAWN I $ALANGE = 35,8`16 50.FT.(46.44%) o ry N DTL B',DWG SP8 ARI 4�f W ?RD .I�/� Y. _ _ FRAME aJILDIN6 �/ �� \� 1�SDS` 5D� /5D� Y • `n N cR .5 _ - - 8' � _ _ _ cM \, / \ / 1 O I/•\ I I IMPERVIOUS 5URFAGE ALLOIED = 35,8`16 5F(46.44%) � 5 (AREA BEYOND PROPOSED BUILDING F LANDSCAPING) ' COMMERCIAL PROPERTY � 0 6 e� _ � -.� SIDE YD SETBACK= 10'-0' � �° � ° ° 2PROLIN FT ER CURB: � FOOTPRINT AND ANDSGAPING USE: CHURCH 5 5� / / // ' • "' . . � • • _.._ s •' 4' ' ° REp,RaP.G. 5^ 118.5' I I PROPOSED IMPERVIOUS SURFACES: y PUBLIC WATER " 15.0' / // // / ////// R�A: 1,0,03 5.F.d°• • b Z P.G.BELOW OVERHANGS 'A'AND 'B' = 1,914 S.F. LOGTI CSN` 1`� -417: P.G.PAD FOR /// / _ N.T.5. 2 e / �2,T5' // w PG.SLABS/PADS = 2W`I SF. PARKING G�LG SERy o XFMR AND EXIT PLTFRM � � /, / u_ 47.0' '` ` PROP. ST® AREA: 105 S.F. 5 // / ° ° (INCLUDES PL.PASSAGE REAR,PROPANE,XFMR Q DUMPSTER) 2'RPZ 4 LE#1 ~ PROP05ED BUILDING 'B' 5ERVIGE5 N + ASPHAI-T PARKING AREA = 31,381 S.F. Kt:GUIKLU ON 511t E. o W V ® : : CURB = 523 5.F. RETAIL AREA;15PAGE/200 S.F.OF FLOOR AREA ARE INTERNAL TO BUILDING A,GONNEGTIONS TO BE �� w / 1 pur) ESTABLISHED PER UTILITY PROVIDERS REQUIREMENTS. ° TOTAL 5URFAGE AREA = 35x96 S.F.(46.44%) STORAGE AREA;I SPACE/1000 5.F.OF FLOOR AREA PROPOSED Sell TORY SITE PLAN: PROPOSED WATER SERVICE / PROPOSED / IE.ELEGTRIGAL,GOMMINIGATION,6A5,AND WATER a 5ED • r 1 PROPOSED RETAIL SPACE: W / SERVICES W I FUTURE CROSS ACGE55 EASEMENT(IF CONSTRUCTED)= I 51TUATE AT: MATTITUGK CONNECTION POINT N05E N: AREA: 15,000 5.F I% STY BUILDING / INET INCREASE IN P.G.CURBING=4l LINFr. I TOWN OF SOUTHOLD PROVIDE 2':D TAP w / PROP 2 (P RPZ IN HOT BOX Q 3 LIN FT NET INCREASE IN ASPHALT PAVEMENT= Ib 50.FT. ISp00 S.F./200 S.F.PER SPACE = 15 SPACES / w ti I I SUFFOLK COUNTY, NEW YORK o (SEE RPZ DWG BY OTHER5) AREA: 12,000 SQ.FT. (Y / I NET L055 IN LAN05GAPE AREA= Ib SOFT. 1 PROPOSED / ti I5O�FY ' / Q z 1 INCREASE IN IMPERVIOUS SURFACE=235 SF.(00304 SO.FT� I AREA: 5D STORAGE AREA: 50TH NO.: 1000-114-11-11 6A5 SERVICE CONN. POINT �/`y � (RETAIL AREA) °, PROPOSED USE RETAIL STOREHAMLET .TAP FROM EXISTING STREET MAIN, � / PROPOSED F.FL.EL. - 20.0, PROPOSED o O 1 FUTURE TL.IMPERVIOU5 SURFACE=351lq S.F.(4b.41%) I 5000 S.F./IU00 S.F.PER SPACE = 5 SPACES CONNECT PER UTILITY PROVIDERS REQ'MT5 ? P / 2 � METER PIT/VALVE BOX - / 1 o fl L FUTURE------------------ o W ° "�• • SEE WTR SERVICE INSTALL DTL Q I/ STY BLDG TOTAL PARKING REQUIRED = So SPADES SITE DATA: EXISTING: PROPOSED: X� /W c/� AND INSTALLATION REQ'MNT5 � TL. AREA: 8,000 SQ.FT. C5 - ' /a ON DWG NOS / `� I H.G.SPACE REQUIREMENTS FOR: RETAIL SALES HAVING AT LEAST 20 OVERALL SITE: TI,2�f5 S.F. (1.775 AG) N.G. PROPOSED -ia �' / / MULTI- USE BLDG 20.0 • BUT NOT MORE THAN 500 OFF-STREET PARKING STALLS,HANDICAPPED BUILDING 'A' VACANT 12000 S.F. ER05ION CONTROL MEASURE: o 01 ACCESSIBLE STALLS SHALL BE PROVIDED AT AT MINIMUM OF 5%OF : INSTALL 51LT FENCE BARRIER 3 ,L �J / I BUILDING 13 VACANT 8,000 S.F. / F.FL.EL. = 20,0 ° THE TOTAL NUMBER OF SPACES,OR 10 SPACES WHICHEVER 15 LE55 • OCCURS WHERE SHOWN ' + 80 SPACES x 5% = 4 SPACES MINIMUM • APPROX.t1,021 LF OF FENCING z POSTAL DISTRICT: GUTGHOGUC- • SEE DETAIL ON DWG SPb O° I 88' / / 5,000 SQ.FI'. / _ ( • TOTAL PARKING PROVIDED: 80 SPACES ON 51TE SCHOOL DISTRICT: SOUTHOLD W ry ll / / (STORAGE AREA) H.G.SPACES REQUIRED = 4 SPACES FIRE DISTRICT: SOUTHOLD VI PROP05ED: I / / _________________ ELECTRICAL SERVICE: LIPA t" _ � t� • H.G.SPACES PROVIDED = 4 SPADES MAY 2 5 2 018 s!�,p SNOW STRIP,SIDEWALK AND OFFSET STRIP EX.UTIL �I_ F- • _ FLOOD ZONE: N/A . .__.. _._.._..._ .. w.._.._•_ �.L� N PER NYSDOT REQUIREMENTS,SEE DWG SP8 � POLE y �, �r I Q / LOADING REQUIREMENTS: LAWN / goo' Q 4 PROPOSED ASPHALT PAVEMENT: I FOR APPROVED DETAILS _ ItJ Iq.O' ° 5,000-25,000 50.FT.FL AREA = I BERTH SEE PAVEMENT 5ECTION,DWG.5P3 • SEE WORK ZONE TRAFFIC CONTROL / y y y I p . / / 3,000 S FT, (15'WIDE,14'HIGH,45 FT.LGJ 015TANCE TO NEAREST HYDRANT: DIAGRAM FOR'5HOULDER CLOSURE'DTL ° y I= / PROPOSED BOLLARDS PROP. SANITARY SYSTEM: / SQ.Fr. LOADING PROVIDED: 20.0'W x 14H x 61 LG 1 ±30' FROM BUILDING m ' SEE DWG 5P2 FOR CALG5,SIZING, RETAIL AREA PROP. EROSION CTRL MEASURE: \0 • 5'WIDE SIDEWALK UO.N. I t= FOR TANK AND BUILDING ( ) Q • 4'WIDE SIDEWALK®SIDEWALK TRANSITION I u; PROTECTION, DETAILS AND S.G.D.H.S.REQ'MNTS _ o INSTALL DRAINAGE INLET PROTECTION W m X / m D SEE DETAIL,DWG.5P6 51TE PLAN 6A5ED ON ORIGINAL SURVEY BY: • 5'WIDE OFFSET STRIP(TYPCAQ I SEE DTL ON DWG 5Pb PROP05ED H.G. 51GN5 TEST C I ,® NATHAN TAFT GORWIN, LAND SURVEYOR ) / TYPICAL OF 66 SEE ATL,DWG 5P5 /i �� HOLE#2 � 0 \` :3 PROPOSED BOLLARDS 1586 MAIN ROAD LU 1<L Q n I a "' PROPOSED P.G. SLAB / / N FOR DUMP5TER ENCLOSURE PROTECTION O Z 1 PROPOSED ® / GB o SURVEY�D:TMAR114 2017 141 _ // / // BELOW OVERHANG 'A' 4 'B' I / t HEADER CURB W. BOLLARDS: 0 TYPICAL of 3 I--� O o/ w _ / ldg. AREA: 14 T. / SEE DETAIL ON DWG 5176 20'0 SEE DTL,DWG SP6 F--� z o • I OVERHANG 'A' / / �/ / � '' • DATUM: N.A.V.D. 1988 m I AREA: 1,178 SOiT. / n 72 15 L 22'0 0 MOP05ED DUMP5TER ENGL05URE: ESTI MATE OF QUANTITIES: � X q) / °I �- ' • • o // % ON P.G.PAD,±200 SQ.FT. _ NOTES: al•-1- • ° ° ° ~ ° --- ---� ° ° \\L ' 0) \ • SEE ENGLO5URE AND SLAB DETAIL,DWG.5176 ON-SITE WORK I. ELEVATION5 ARE REFERENGED TO NAVD88 DATUM --1 PROPOSED PROPANE FILL AREA: / _ ° - ° OVERHANG $ = 50.0 -+ 1.CONCRETE- PROP05ED TANK ON REINFORCED P.G.SLAB O ° ° OP05ED HEADER ° 1 1 AREA: 736 SQ. T, o Y CURB 523 50.FT. EXISTING ELEVATIONS ARE SHOWN THUS: x5.0 Q ,� � SD �5 � - CURB( 17®O ° ° 5.Q' 50 k • ' Z 1 ® 1 / HANG - ° ° ° -a ° ,� o 0 L PROPOSED FIRE LANE SIGNAGE XFRM PAD 105 SOFT. EXI5TING GONTOUR LINE5 ARE 5HOWN THUS: 2 SLAB AREA: 220 50.FT. 1 u, to SEE EQUIPMENT SLAB DETAIL ON DWG 5P3 ° ° \ / \ J/ / 1 O ( 1 / O� • % AND 5TRIPPING: 5'W PASSAGE 550 SOFT. -5 N SEE FENCE EZL05URE DETAIL ON DWG 5P6 a • Q 8 \ SD \_ / \ OSTM qO / /SD + + =, FIRE ZONE -NO PARKING,5TOPPIN6 REAR SLAB 1,003 SOFT. SEE BOLLARD DETAIL ON DWG 5173 '4e-; + 0 AND 5TANDING. SEE 51ON DETAIL,DHO 5P5 BELOW OVERHANGS 1,414 50.FT. m LP / Ir \I \ / 1 ® + + Z �! • BLDG MOUNT 0 7'ABV 6RD MAX, DUMPSTER 51 AB 200 SOFT. L 15T OF DR HI NC-6: • POST MOUNT PER DETAIL(51M),SEE DWG 5P5 PROPANE SLAB 220 50.FT. SPI - SITE PLAN PROP05ED VEGETATIVE 5GREENING: _ _ EXP \ + • INSTALL WHERE SHOWN 2.ASPHALT PAVING- 31,638 50.FT. • SEE PLANTING SCHEDULE AND DETAILS PROP, 5TORM DRNG 5Y5: PROP HANDICAPPED STALL /�� - 21 W , SEE STRIPPING d PAVEMENT MARKING 3.FENCE SP2 -SANITARY PLAN rT, 1LI ON DWG 5P4 J w Q DEDICATED TO ROOF RUNOFF f SD Q REQUIREMENTS,DWG 5P5 G1.DUMP5TE�Z AREA t40 LIN.FT.,4-b0'W GATES SP3 -GRADING,DRAINAGE,STORM 5Y5TEM5 AND DETAILS W S Q N 5�DWG 5P3 FOR INFO. (SEE DTL,THIS DWG) \ LP / 1 ® G.L.PROPANE OUTDR STOP, t56 LIN.FT•I-36"W GATE _ \ / I " SP4 -SIGNAGE AND LANDSCAPING PLANS W ' Q PROP. STORM DRNG 515: J 6 STOCKADE 1482 LINFT,1-36-H GATE 4.5TORM DRAINAGE- 5P5 -LIGHTING PLAN AND DETAILS ENGINEER: DEDIGATED TO ROOF RUNOFF + � SEE DW6 5173 FOR INFO. Q I STRUCTURES (30)8 m X ED.VARIES 5D. 5Pb -EROSION CONTROL DETAILS N /5D F 5171 -DETAILS 6 pF NE + GB HB'ZONED PP.OPEP.TY PIPING (*20 LINFT.CATCH �I� w 240' + + + 1 • 1 t'' MULTI USE ZONE INCLUDIN6 5.SANITARY- SPS - N.Y.SD.O.T.DETAILS Z COMMERCIAL PROPERTY + / + +° I \ / L,- _ SINGLE FAMILY RE5IDENCE 5TTZUGTURE5 (1)1,500 GAL.5.T. + + ( 1 + + + (TYPI AL HAT H) 243' - _ VACANT (2)8'm X T ED. L.P. OFF-51TE WORK - LL USE: CEMETERY GB ® EROSION CONTROL LEGEND /5D +++ \ / 7.J' Q FOR NFORMA ION SEE W6.517 0 O PIPING t45 LINFT.(EXT.OF BLDG) 1.PAVEMENT = r- VARIFg ( ® + GB /- + 220 7O, q - C d,.()� SILT FENCE �, :, „ „ „ ,�, (j CL" / W 6.PLANTING: CONCRETE: �} b'- 7.7 v I _-� \ + { , - r GB + + _ --� ( ® 1 4 N I Iq.O' ,[� TREES 69 PG5 CURB 115 50.FT.(230 LIN.FT) n '' w ++ '- \5p / / , + /SD r- + + _ \ / vJ SHRllB 1 P05 SIDE WALK 2,658 5Q.FT. AREA TO BE PROTECTED: tP - 2 \ / ® r - , / _ o ASPHALT: + SDS 5D, i.;_. +++ 1 ++ � SD � v: _W m GROUND DOVER/PERENNIAL (63 PG5 APRON d RESTORATION I,I Il 50.FT. � z Sg11 $ \ / ++ `�/ GBS- ++ __SGB \ 5 / / SDS B �►, I t I iSD� 0 GRASS t18,21750FT. o I °+ PRO 0SEP - `�/ \ D 1 e 1 Fc S►Or1P o + 4 + ,5D - w 5T0 D (NAG 5Y5 M: _ PROVI ED FOR PAYEMNT FF + °+ / 5D� +++ q 1 • I \ LEGEND: ZONING INFORMATION: SEE ASSOCIATED GALL-0UT FOR JEFFREY T. E3UTLER, P.E. / + + o \ / (Q PROTECTION METHOD PROP05ED: SEE DWG 5P3 FOR INFO. 1 ® +r d ® ,`n� 'HB' HAMLET MINE55 HANDICAP RAMP(5) \ / 0 V l PROPERTY LINE PARKING`' LOT SIZE;20,000 5.F. MIN Q • PER KY500T REQUIREMENTS, DWG 5P8 z °-� - Z �- - - O Q PROPOSED ASPHALT J II STORM WATER EXISTING: 77,285 S.F. (1.775 aG) PRINCIPLE YD SETBACK - FLOW ARROW PROPOSED: N.G. -- _ T m FOR APPROVED DETAILS n + 4 __ p PROPOSED STOP LINE STORM WATER • SIMILAR TO CURB RAMP CO 16.,TYPE 7 U O DRIVE,PARKING AND ry N N N FOR PVMNT MARKING DTL -\ _ w PROP SANITARY SEWER PIPE x pO PgnS -� , • PROVIDE DETEGTAELE INC SURFACE O ' , y ` , ` MANEUVERING AREA A2 SEE DWG 5174(TVP OF 2) R II i 5D r - n LOT WIDTH;60 MIN • REWORK EXISTING CURB REQUIRED LAM • (31,381 5Q.FT� ,_- • USE RY500T DTLS ONLY. ro rrv, 1 ® ` r' - GONG.CURB }- � "1J y • � y , � PROPOSED STOP SIGN � \,�/ �CB N � DEMOLISHED OBE( ••............................... PROPI05ED: N bl' 8 265.24' z � � � L ! + SEE POLE MNTO DTL,DWG 5P4(TYP OF 7) CATCH BA51N of NEW YORK CITY _ LL PROP. P.G. SIDEWALK AND L� , ® 0 ��+ +�©,. qo' 1I + w I Qj PROP.STORM DRAINAGE PIPE -�-�- LOT DEPTH; 100' MIN &LONG ISLAND Q - 8 P05EC P.G. CURB: o GAS VALVE M -1 HANDICAP RAMPS. - -' -_ _ _ _ + + Y � EXISTING. 260.1 � ( � ALL HANDICAP RAMPS SHALL BE GONSTq "',ll�lllll�� Z' YD =IS'-0` _ :++ +++ b AP OX. Ip LIN.F . ® T I +++++ ++++ WATER VALVE D4 PROPOSED: N.G. 80� 272 4480 811 o - z m } R PROP U/G WATER SERVICE . . W/DETECTABLE WARNING OF TRUNCATED + + 240' + + _ - ` DETAIL DWG 517 q + + + + w MANHOLE COVER "^" CI' Q Z DOMES(5EE DTL5,DW6 SP8) POLUT GM� „ ` W _ CLEAR PASSAGE + + / FRONT YARD SETBACK; 15' MIN www.dignetnycli.com 0 Q O I � + + + + + + + + + + EXISTING WATER MAIN � _ LAW -- YD -15 + + , , _ + + + + V UTILITY POLE �T • + 280 + + + +X EXISTING FENCE x x x x x x x x `� EXISTING: VACANT orwww.call811.com �1 O � CL PROPOSED SIGNAGE �. �°/ - ''' ' , GI EARPA55A6E + + PROP05ED: 140.0' AND 15.0' (for other states) x tea' P.C.51 o DPCIN : + + LIGHT POST O APPROXIMATE LOCATION SHOWN. OSED 5 W P. pB,(ALK ;•' - +y±{+�y y Q 516N TYPE,STYLE AND LOGATION BY OTHERS, Il�fll`III D ,LAWN` y LP�4t • EXISTING OVERHEAD UTILITY LINE: - •-••-••-••- 0 B law,excavators and contractors z LU FOR INFORMATION SEE DRAWIW55 BY (I IIIIIIIfi=l W MONUMENT REAR YARD SETBACK: 25 MIN y • E.O.EX.PVMNT Ex.�Rg 70 FEMA TO BE REMOVED TO ALLOW Y SfC�E PROP U/6 ELECTRICAL SERV LINE: -E E STAKE Q EXISTING: VACANT workingn the five boroughs of New York Z SIGNS AND ADVERTISING', M FOR PROP05ED CURB PROPOSE M 0' City andNassauand Suffolk Counties on Q 1 D ASPHALT Fc PROPOSED: 47. :, 12 H16HLAND AVE.PATCHOGUE NY 11772 P T ON PROPOSED G.SIDEW4LK `` HYDRANT Long Island contact DigNe Z 5'W P. '' � and must conga t, 1- PROPOSED P.G. CURB �DI'OSED SAWGUT UNE,3'MIN FROM EX,E.O.P. �/�� •• E.O.EX.PVMNT TO BE REMOVED TEST HOLE but no more than 10 working 48 hours W V O 1 O O ' PROPOSED ASP : ill sIDEwAIx SIDE YARD SETBACK: 10 MIN g 5Yi PROP U/G GAS SERVICE LINE: Y -800-272-4480 or 811,at leas • HALT APRON g days I holidays) LL TO MEET EXISTING, �P� A •••• PROPOSED STORM DRAINAGE 5TT211G1URE5: (excluding weekends and legal 1--( Z N ® EXISTING: VACANT - t64 W GU PROPOSED: 10.0' LL N I SEE DETAILS,DW6 5177 AND SP8 RB GUT ��• • �f/ •• .,.. .. .... NOSE DN �� prior to beginning any mechanized digging (�/ �.L f� / O l LEAGHING TRAFFIC FLOW ARROW l 1 or excavation work to ensure underground (� LL. � Q E.O.EX.PVMNT 1 / POOL 51DE YARD SETBACK CUMULATIVE: 25' MIN lines are marked. Excavators and CENTER LIPlE ±68'�RBGIJT contractors can also submit locate 3 U_ r r NEW •�-fA7- EXISTING: VACANT GENERAL NOTES: 1 V -�=� ►'V S UFF p LK AVENUE PROPOSED 268.3 PROPOSED SANITARY SYSTEM: PROP05ED: N/A requests online,through ITIC.If you do not LU O Q I. CONTRACTOR TO GLEAN EXI5TIN6 DRAINAGE BASINS CATCH BA51N W/CURB INLET currently use ITIC,please call Z 't ALON6 AND IMMEDIATELY ADJACENT TO THE 5R 25 51TE ER05ION CONTROL MEASURE_ PROPOSED SAWGUT: o o�SEPTIG / 0 1 LEAGHING OR FRAME _ ' -- ' MAXIMUM PERMITTED DIMENSIONS: 1-800-524-7603 for more information. Z FRONTAGE AT THE COMPLETION OF CON5TRUGTION. INSTALL DRIVEWAY STABILIZATION, (3'OFFSET FROM EX.EDGE OF PVMNT,MIN). Q/ 0 1 �� /TANK 1\ POOL (�^ LOT COVERAGE(BLDG ONLY): 2. CONTRACTOR TO REPAIR EXISTING SHOULDER,51DEWALK TYP 2 PLGS,SEE DTL,DWG 5176 GUT E.O.P.WILL PROVIDE A UNIFORM CJCJ Q� OO�( 1n1 LEAGHIN6 POOL w/OPEN GRATE 0 For safety reasons,homeowners are Z (� AND CURBING A5 ORDERED BY STATE ENGINEER INTERGONNEGTION W/NEW CURB AND GURWUIT 2�0 ( �' `l �._/ 405 MAX,(30,818 S.F. MAX) strongly encouraged to call as well when < 3. ROW(RIGHT OF WAY)MARKERS SHALL BE INSTALLED AT SITE PLAN PROP P.G.51DEWALK/HANDICAP RAMPS THAT WILL NOT INTERFERE WITH EX.STORM I PROP.FUTURE SANITARY EXPAN51ON: LEACHING POOL w/SOLID DOVER i �: EXISTING: VACANT planning any type of digging on their O Q THE PROPERTY LIMITS ALONG THE STATE HIGHWAY ALL HANDICAP RAMPS SHALL BE CON5T'D W/ WATER FLOW ALONG THE GUTTER LINE. EXPAN51ON ��_% PROPOSED: 20,000 5.F. (25h-1%) property. Homeowners can contact us FRONTAGE IN ACCORDANCE WITH NY500T STANDARD SHEET DETECTABLE WARNING OF TRUNCATED DOMES MAINTAIN VALLEY GUTTER,SEE PAVEMENT ; O ' NOTE: directly at 1-800-272-4480 or by calling M625-IRI. SEE DETAIL ON SHEET 5Pq. PROPOSED t68 GURBGUT: POOL EX.CONTOUR REWORKED•••... 4. ALL SIDEWALKS SURFACES SHALL BE GIVEN A SLIP (TVP 4 PLGS,SEE DTLS,SHT SP7) RESTORATION DETAIL(DWG SP7) 28'WIDE UNOBSTRUCTED ENTRANCE 14 MAXIMUM (ETA 811,the national call before you dig RE515TANT TEXTURE. A COURSE BROOM FIN15H 20 10 O 20 40 60 PROP05ED f64' CURBCUT: FOR CURB GUT DETAIL SEE DWG.SP T PROPOSED STREET TREES: EX.GONTOUR TO REMAIN number. For excavation work completed on PERPENDICULAR TO THE SIDEWALK SLOPE AND ALL M.G. -I9- IL BUILDING 6,000 50.FT. /BLDG. personalproperty, it is the contractor's 6RAPHIG SCALE 1" = 20'-0" 24'WIDE UNOB5TRUGTFD ENTRANCE • PLANT 10'MIN.FROM ANY ENTRANCE OR EXIT 280-45 B (10) p PAGE : RAMP W/DETEGTA13LE WARNING. FOR CURB GUT DETAIL SEE DWG.5177 N05E DOWN ® PROPOSED CONTOUR responsibility-NOT the homeowner'srke PLANT® A MAXIMUM 40'O.G.SPACING MAXIMUM RETAIL BUILDING W/SPECIAL EXCEPTION contact Di Net. Having utilityImes marked 5. SEE SHEET SM AND SP8 FOR DRIVEWAY/CURB • SEE PLANTING DETAIL,DWG 5P4 PROP05ED CURB CUTS BY BOA: 12,000 50.FT. /BLDG. g g CON5TRUGTION DETAILS. EXI5TIN6 SPOT ELEVATIONS x6.0 prior to digging is free of charge. (TVP,SEE DETAIL,DWG 5177) TEST HOLE NOTE: ALL LANES MUST BE OPEN TO TRAFFIC BEFORE 10 AM.AND PROPOSED SPOT ELEVATION x60' BLDG HEIGHT: 35 FT. /2 51YS MAX AFTER 3 PM. No LANE CLOSINGS ARE PERMITTED ON WEEKENDS OR FIN15HED FLOOR ELEV. F.FL.EL.= EX15TING: VACANT AREA OF HOLIDAYS. NIGHTTIME LANE CLOSINGS WILL NOT BE PERMITTED PROPOSED BOTTOM OF CURB spi WITHOUT PRIOR APPROVAL FROM THE STATE PERMIT INSPECTOR. EXISTING UTILITY POLE �Q) PROP05ED TOP OF COVER 60 PROPOSED: 128.5' / U'�STY DISTURBANCE: SEE 51lET SP8 FOR WORK TRAFFIC CONTROL PLAN bq,bbb 50.FT. (Ito a6) O THESE DRAWINGS AND ACCOMPANYING 5PEGIFIGATION5,AS INSTRUMENTS OF 5ERVIGE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHIOD,IN WHOLE OR IN PART, 15 PROHIBITED EXCEPT BY WRITTEN PERM155ION FROM THE ARGHITEGT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARGHITEGT. V15UAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACGEPTANGE OF THESE RESTRICTIONS. TEST HOLE #1 TEST HOLE #2 SEPARATION 015TANGE REQ'MT5 FOR SANITARY LEACHING STRUCTURES GMT IRON FRAME AND OPEN GVR/GOVER FOR ADDITIONAL INFORMATION RE6ARDIN6 BY: 5LAGKE TEST BORING INC. NO SURFACE WATERS WITHIN 5ANIGAMPBELL 1182 G OR APPROVED EQUAL AT GRADE BY: SL.AGKE TEST BORING INC. DATE: JULY 5,2017 (OTHER THAN RESIDENTIAL): T YIELD , `,.� '' • • REGARDING 5TORMHATER TRIBUTARIES,DRAINAGE STRUCTURES AND DATE: JULY 5,2011 MINIMUM HORIZONTAL SEPARATION DISTANCES: P.PROP.LINES = 10'-0" 300 FEET OF PROPERTY LINE (HEAVY DUTY AND LOCKING) REQ'MNTS SEE GRADING AND DRAINAGE PLAN ON DWG 973 A.BUILDING Wr GELLAR= 10'-0- Q.TOP OF EMBANKMENT OR STEEP SLOPE GALGULATI ON: 2 251 MAX ' °`'`` '% • UTILITY GONNEGTION5 AND INSTALLATION REQUIREMENTS TRENCH DETAILS. EL. 1825' GRADE o' TO 2'BLW GRD EL. Iq5 GRADE T 2 BLw GRD , ,_ . SEE SITE PLAN ON DWG 5PI FINE DRK BRN TOPSOIL l U FINE BRN TOPSOIL I U oR6ANlG5 B.BUILDING ON SLAB= ID-0 (15SK SLOPE OR GREATER) = 25 0 OF ALLOWABLE FLOW (DENSITY): FINISHED GRADE ; R6ANIG5 d SILTY SAND 45ILTY FINE SAND,TRACE CLAY G.WATER LINES= 10'-0' R BLUFF=b5'-0' PROPERTY LINE GROUNDWATER MANAGEMENT ZONE: IV 0 AND 5M 6RVL{5M) D.SURFACE WATER(WETLANDS) = 100'-0' 5.SEPTIC,TANK,PUMP 5TA,GREASE TRAP TRACE CLAY d 6RAVEL(5M) r " ALLOWABLE FLOW FOR SITE = 600 OPD/AGRE ; EL. 1625' 2'-4'BELow GRADE F.PUBLIG HELL= 200'-0" OR MANHOLE =8-0 " s EL. 11S 2'-4 BELOW GRADE T.SWIMMING POOL = 20-0 (b00 GPD/AGRE)(I.T5 ACRES) = 1,00 GPD -8 MIN TRAFFIC SEPARATION D15TANGE REQ MT5 FOR FINE BRN d LT BRN SILTY SAND, FINE LT BRN 51L1Y SAND INTO FINE 6.PRIVATE WELL = 150-0BEARING SLAB TRACE CLAY,INTO FINE SAND, H.RET.WALL(WTRPROFF) = 10'-0" U.DISTRIBUTION BOX PRECEDING: I „ _ SAND,TRACE SM.6RVL(5M/SP) " I. PRECAST POOLS = 8-0 ZO MIN SANITARY SEPTIC TANKS. I/A OWES. " f l t1 + x r PUMP STA.• GREASE TRAPS AND TRACE 5M 6RVL(5M/5P) EL. 155' 4 4'-8'BELOW GRADE J.U/6 FUEL TANKS = 20-0 MANHO E5 OTHER THAN RESIDENTIAL). '° 2.6OR TREN(5H = Y-ON BED i8 ND GM ®®®® ®® SITE L ( El 1425 Q 4'-6'BELOW GRADE FINE BRN d LT BRN SAND,TRADE K.U/G UTILITIES = 5-0 FINE TO GOAR5E LT BRN SAND, SM ��( L.STORM DRAINS OR 6 ' 50ME SM.TO MED 6RVL(% REGHAR6E BASINS= 20'-0" GOMMERGIAL PROPERTY V �`N � ®®®® ®® / ' LOCATION MIN. HORIZONTAL SEPARATION 015TANGE5: ®®®® EL. 12.25 e'-8'BELow GRADE EL. IIS 8'- IS BELOW GRADE M.CATCH BASINS,NON-LEACHING= 10'-0' PUBLIC WATER 0�� > > A. BUILDING W/CELLAR= 10'-0' FIND Chi i ; B. BUILDING ON SLAB =5'-0' FINE , COARSE LT BRN N.SAN.LEACHING STRUCTURES: _ " SAND,SOME 5M GRAVEL(51^!) FINE-COARSE LT BRN SAND, I.PRECAST POOLS=8'-0' N/0/F � ®®�® ®® • � � � SOME SM TO MED GRAVEL(SW) PETER A.,PETER J.JAGQUES, ✓✓ G. WATER LINES= 10-0 D. SURFACE HTR(WETLANP5) =15'-0" EL.1025' 8'-22'BELOW GRADE EL.45' 15'-20'BELOW GRADE d MARY F.JAGOUES /X� x= SANITARY SYSTEM CALCULATION: 3'MIN. ' ®®®® ®® 3 MIN. F. PUBLIC WELL=200'-0' FINE TO MED LT BRN SAND, FINE LT BRN SAND,TRACE 6RVL �� x 'i \ I ®®� TRACE SM GRAVEL(Sl^U GND km® (SF) OO �� DESIGN CALCULATIONS: 6. PRIVATE HELL = 100'-0" 6ND WTR m EL.3s' GOMMERGIAL PROPERTY ®® H. RET.WALL(WTRPROOF) = 10'-0" \ HOOPS TO � 115TORASE AREA: GENERAL INDUSTRIAL(DRY USE),LOAD = 0.04 GPD/5F t= EL.-0.15' PUBL IG WATER O D`x i ===r= v =7 _ EL.-05' 20'-25'B�°°Low GRADE /� REMAIN . RETAIL AREA: DRY STORE LOAD = 0.03 GPD/5F J. U/6 FUEL TANKS = 20'-0" EL.-'�.1$' 22'-25'BELOW GRADE N/O/F ' 1 K. U/6 UTILITIES= 5'-0" FINE TO MED LIGHT BRN SAND, STEVEN BUSGH I j FINE TO LT BRN SAND(SP) 5M.6RPNEL(5W) d LOUI5E BU5GH BUILDING 'A' L. STORM DRAINS= '-0-0' DESIGN FLOW= RETAIL AREA x AREA(12,000 5.F) M. GATGH BASINS= 5'-0"(NON-LEACHING) EL.-b:f5' 25'BLw GRD, EL.-55' 25'BLw GRD, �/, � � 360 GPD = 0.03 GPD X 12,000 S.F. ®®�® ®® � e' • N. SAN.LEACHING STRUCTURES END OF BORING END OF BORING ` v / / / / / / / / / / / / ®®®® ®® ,_' LOGE I i i i i i i i I.I. PRECAST POOLS =5'-0" 6ROUNDYJATER ENCOUNTER AT GROUNDWATER ENCOUNTER AT SANITARY DESIGN FLOW = 3bO 6ALLON5/DAY ON MtP 1.2.PRECAST GALLEYS=8-O Q N.T.S. - ' 19.0' BBbgLI{9( �ERTY 16.0' BELOW GRADE I I P. DISTRIBUTION BOX PRECEDING: ' ' Y MIN ABOVE J21 P1 14 1,1 A � /, /, /, /, /, /, /, /, /, /, /, / /, /, /, �---/7 BUILDING B - MIXED USE101-01, HI6HE5T EXPEGIT=D TER HIGHEST EXPEGILD GROUNDWATER EXPECTED X I 1' O O N I.I. PRECAST POOLS=8'-0" l AT AT EL.551' / `� DESIGN FLOW= RETAIL AREA X AREA(3,000 S.F) m " o N q0 6PD = 0.03 GPD X 3,000 S.F. GROUND WATER NDN-RATEABLE N 1.2. 6RVLS A55ORPTION BED OR TRENCH=3-0 o /J'� A/ \ 501L Q. SAN.LEACHING STRUCTURES 2 O'J /j1• / I DESIGN FLOW= GENERAL INDUSTRIAL X AREA(5000 5.F - C COLLAR MATERIAL PROPOSED 5�4N I TORY 51 TE PLAN: 0 0 0 I.I. PREGA5T POOLS= 6-0" I\ 'n�J t / i i i i i i 200 GPD = 0.04 GPD X 5000 S.F. (GLEAN SAND E 6RAVEU 1.2. PRECAST GALLEYS= 8'-O" O o 'J W k/ _ \� /� SANITARY DE516N FLOW = 15.26 GALLON5/DAY 6"MIN. 51TUATE AT: MATTITUGK P. DISTRIBUTION BOX PREGEDIN6: 1 Q 2 J RATEABLE 501E I.I. PRECAST POOLS= 8-0 o - II'WIDE p O 30 / 650 GPD = 360 6PD +q0 GPD+200 GPD RATEABLE 5f 0 TOWN OF 50UTHOLD '�` / SUFFOLK COUNTY, NEW YORK N EXISTING P.16NT OF WAY �ti jt/ / PROP. STORM DRNG 5Y5: \ \ TOTAL SANITARY DE516N FLOW = 650 6PD _ _ _ 5GTM NO.: 1000-114-11-17 1.2. GRVLS AB50RPTIDN BED OR TRENCH=3-0 k' DIRT DRIVE O 1 Q. PUMP 5TA,GREASE TRAP r,J�OR MANHOLE=5'-0" FGM <��0� / �0 a DEDIGA D TO ROOF RUNOFF \ J UNDERLYING SAND AND GRAVEL STRATA o / ZONING DISTRICT: HB HAMLET BUSINESS R. PROP.LINES=5'-0' EXISTING STONE WALL � '�.�6 29/- \ SEE DW SP3 FOR INFO. 'LAS• " • I SEPTIC TANK = 2x DESIGN FLOW PROPOSED USE: RETAIL STORE. �o E FRAME BUILDIN, // I SD 1 /51),- 5D //5L /_ • • 2 X b50 6PD = 1,300 GAL.REQV SANITARY LEAGHINC POOL (LP) 5. SWIMMING POOL= 20'-0' PRD •fJj� - - - / O / --1 �1 I O 5D /- USE(I) - 1500 GALLON SEPTIC TANK T. TOP OF EMBANKMENT OR STEEP SLOPE r W - - _ _ - - GM \`J/ \ / SD-1 0 I 5GALE: N.T.5. 51TE DATA: EXISTING: PROPOSED: (15%SLOPE OR GREATER ) = 25'-0' / o �6: �" 17\ - �p 28 2l \` / O + (&V X 1 DEEP(5 EFF.DEPTH) U. BLUFF =b5GB MERGIAL PROPERTY • ,` sD sD 5D d° ° a O 26 \ 5D�/ OVERALL SITE: TI,2a5 S.F. (I.-n5 AG) N.G. e sD 25 • BUILDING A VACANT 12,000 S.F. USE: GHURGH // so SD ° ° a° ° LEACHING POOLS } sD O + SIDE HALL LEACHING AREA REQT7 = STOPPEROR UIIT�D DOVER BUILDING 'B' VACANT 8,000 S.F. PUBLIC WATER / I // // °a a 5D �° REAI�P.G. °SLB^AREA: I ,118.5'° ° a e w -° A03 S.F. '° v 650 GPD/1.5 GPD/S.F. = 433.33 S.F.REQb a.` P.G.PAD FOR .v-.,u.... .. ? y / E / / 72.75' 4 ° ° - w 433.33 S.F./31.4 S.F.(VOL/FT OF HT) = 13.8'EFF.DEPTH P05TAL DISTRICT: CUTCHOGUE i) i=' %I r; II )';) h Ii•',' ® AREA: 105 S.F. / / / ° cH f8.4T '- • , USE(2)LEAGHING POOLS 10'0®1'EFFEGTIVE DEPTH No1T': SCHOOL DISTRICT: SOUTHOLD XFMR AND EXIT PLTTRM / / // / T t- I.FOR GLEANOUf(S)Lab IN TRAFFIC AREAS SOUTHOLD i o H 2'RPZ IL bx Igbi� �n I PROVIDED: 43gb S.F.LEACHING AREA PROVIDE W/TRAFFIC BEARING FRAME AND COVER FIRE DISTRICT: MAY 2 5 2018 E I LE#1 INSTALL U/G UTILITIES IN TRENCH PER UTILITY PROVIDERS --J TYPICAL 2.FOR u5E WITH BUILDINe ExT8�1oNs/cor�tECT1oNs• ELECTRICAL SERVICE: LIPA I REQUIREMENTS.SEE PTL,DWG 5P3 a O d 43 o NOTE: SEWER PIPE FLOOD ZONE: N/A ---,--- -.,. -..._...,- - PROPOSED A ALL TRAFFIC,BEARING SLABS EXTERIOR 30° ELBQW NOTE: ADDITIONAL GLEAN OUT = ;? d • • ALL G.I.SOLID COVERS TO GRADE CLEANOUT 13E PROVIDED IN INTERIOR OF _ -F'' NO SURFACE WATERS WITHIN Q W / IS W • LOG.FOR 50%EXPANSION PROVIDED BLDG,NO HOUSE TRAP SHALL BE 300 FEET OF PROPERTY LINE / lv / I / PROP 2"0 RPZ IN HOT BOX I% STY BUILDING / / / \ • MAINTAIN 5%GRADE WITHIN 20'OF SANITARY 5Y5TEM NTS' PROVIDED PER IRG 2015,P3201.4 o / (5EE RPZ DWG BY OTHER5) AREA: 12,000 SQ.FT. NO WELLS HITHIN 150 FT / /40I Q o' OF PROPERTY LINE 4i / 4 PROPOSED (RETAIL AREA) PROPOSED FFLEL200 / \ • T.O.P.G.5L48=19A2' 60*WYE O Z :20:204P" METER PIT/VALVE BOX . . . = . / Q ' a o o / / v I ° / • SEE WTR 5ERVIGE INSTALL PTL I%2 STY BLDG �" -le COMPACT FILL GROSSING TABLE: STORM LINE /SEWER LINE GROSSING NOTES: AND INSTALLATION REQ'MMTS No. UTTLITTE5 INV [�] N 18 ON DWG NOS TL. AREA: 8,000 S Q.FT / • ' TOP EL.= ,61' 1.1NHOUL E GR0551N6 OF STORM WATER AND SEWER LINES 5D BE AVOIDED UNLESS ^ i_ / PROPOSED 12"(P STORM WATER LINE STORM DRAIN ilbl' PROVEN ABSOLUTELY NEGE55W.IN SUCH GASES: l / INV EL.=1"1,61' 1 SANITARY 15.1V A.SEWER LINE SHALL BE LAID BELOW STORM WATER LINE.AT LEAST 18" a• % �, / MULTI- USE BLDG Q - /� F.FL.EL. = 20.0' ° SEPARATION SHALL BE MAINTAINED BET EEN THE TOP OF THE STORM WATER/ + Q STORM DRAIN r1foll LINE AND THE BOTTOM OF THE 5&6Z LINE. O / Q / SANITARY 15.18' 2 LINE�I �7 T LEAST 10'FROM THE POINT OF GRO551N6. �T U S VVVIII I B�N / / j 5,000 S .FI'. • PLACEMENT OF THE STORM WATER LINE �� We K181' P =Ib.l' �DETAIL TH15 SHEET ABOVE THE SEWER LINE,THE FOLLOWING ADDITIONAL CONDITIONS APPLY: / a o (STORAGE AREA) / , PROPOSED 4'A SANITARY LINE M + _ ---------------------_/ u 7 O A.A VERTICAL SEPARATION OF AT LEAST 18 SHALL BE PROVIDED BETWEEN 0 z EX.UTI w1' / I / ) INV.EL.=15.1613THE BOTTOM OF TI4E SEWER LINE AND THE TOP OF THE STORM WATER LINE. / I / I B.STORM WATER LINE JOINT5 SHALL BE AT LEAST 10'FROM THE POINT OF 0 � O POLE / W LAWN ° / /N 1 L(1 Q / I / °/// 3 000 SQ.FT. / ° G.SEWER LINES SHALL BE GONSTRUGIED OF MA11121AL5 AND JOINTS THAT ARE PROPOSED PIPING OR055 NG I I EQUIVALENT TO WATER MAIN STANDARDS OF CON5TRUGTION AND SHALL BE O d/ STORM DRAINAGE AND SANITARY LINE N _/ (RETAIL AREA) / \ O PRESSURE TESTED TO A55URE WATER TI6HTNE55 PRIOR TO BAGKFILLIN6. p_ W cq / It ") / SEE GRO551N6 DETAIL FOR INFO. / ° ° °, TRENCH DETAIL ® SANITARY LINE I [� O I u�1 TEST y STORM WATER LINE GROSSING z/ I (TYPICAL 2 PLAGE5) t o C 24 HEAVY DIM AND LOGKIN6 CAST = O �a / / N PROPOSED C; 0HOLE#2 v' \ NOT TO SCALE IRON COVERS TO GRADE m 16 UriI / N ° / STORM DRN6 FINISHED GRADE 5Y5: / ° DEDICATED TO ROOF ® N Gg_ RUNOFF,SEE DWG 5P3 / m 42 NO WAGE HATERS WITHIN 2q" - 24 „ 0 0 / • 1 OVERHANG 'A' FOR INFO. _ ~• 300 FT OF PROPERTY LINE :o S MIN TRAFFIC, m f s AREA: 1,178 N92 / / °° / 2 »0.75 20" MIN N 20" MIN BEARING 5LAB SQ.FT. K1.42 GO � // � .75 / .O \ � U � 1 � of:•_•' ° 0 0 0 o e -� o' � Q � �,� '` Go 19.92 / // � � `\ � o a � t' w / N I ' • ( 5®D I OVERHAN 'B'G �C• L D /q IM SO/5 AREA: 736 50.F . PIPE OR WELLS WITHIN 150 FT EQUIVALENT - - - - - DR 35 PVC, o•' /SDS 50 °: (a / ° OF PROPERTY LINE PITGHED MINA"/FT ENGINEER: 'a• < O 5D LSD I • �O'M/ly \N Tl W.18 /- W85 + ' a INLET PROPOSED PROPANE A: I I 1 _ O / 5D 1 + + '+ PROP05ED TANK ON REINF .5LAB °' 4 �g5 1 'MlN' \ 0 /SSD /5D ++ 0 N • NOTE: OUTLET SLAB AREA: 220 50.FT. I • O 21 - ® + . N ALL PIPING IN5TALLED UNDER BLP6 SHALL BE GAST `9 bl LP / �', r 4 + 7 19,62' IRON,AND SHALL REMAIN CAST IRON LEAVING THE I FLOH LINE ° P 19.15 �'" "' •••20••• bl' \ / MIN 4 DIA. SEE EQUIPMENT SLAG DETAIL SP3 19,61' _ 8� �(� �� EXP �� N 6" SDR 35 PVC,PIPE * � stn � SEE FENCE ENCLOSURE DETA YJ6 SPb I M/ _ 20 ' BUILDING TO A D15TANGE OF 5 AWAY FROM BLD6 S1 PROP. STORM DRN6 5Y5: 31 N p ♦ ,Uq _ 23 19.12 `v OR EQUIVALENT SEE BOLLARD DETAIL ON J DEDICATED TO ROOF RUNOFF .W.45 1 32 O 19,61 5D� � + PERIMETER. I PITCHED MIN. r � t[ Q SEE DWG SP3 FOR INFO. \ LP / . �O • GALG 5 AND DESIGN PERFORMED IN AGCARDANGE 4I ( O ye/I FT rn � Lu PROPOSED t" "". -- \` 22 WITH RGDHS SPECS. 2 2 w�j SANITARY 5Y5TEM: • CONCRETE TO 1L5T 4000 P5.1®28 DAYS w BAFFLE HALL • SEE PLANTING 5GHE LE PETA S 031' W52 -' • REINF.MEETS A.5,T.M.A-615 A-05 5PEG5 Q ON DWG 5P4 z I W38 + q o (1) 1,500 GAL. 5EPTIG TANK (8 0x7 DP, 5 E.Da 195q 41 • ALL SANITARY PIPING TO BE 4"0 SDR 35 PVC, Ia �'� 2�9S q34 '" wsz (2) 10'(P x 7 E.D. SANITARY LEAGHIN6 POOLS D - ,� N9 �+ 934 K152 Z • ALL G.I.GOVER5 TO CRAVE 20 I/®��BJ �B'ZONED PROPERTY I I FESSIONP 1 L + O + + 14 • AINTAIN ALL REQUIRED 5ETT3AGK5 \ / MULTI USE ZONE INCLUDING a GOMIIERGIAL PROf°tRTY I 34 + / + + +o • AINTAI 5SK OVE 20 LIN x193 51N&LXFAMILY RESIDENCE I Q I JEFFREY T. BUTLER, P.E. USE: GEMl RY /6 GB + + 35 6 ! + +++ • AN510N WJN ..•••...20• O _ \AGANT \ cH ° +++ \ C O + SEE G G d D_T 5,TH15 WG ,,(1 \� 2 z z ��/I Iy 1 �, cH19J2 i O +++++++ -w-•WS1G2 B \/5_D`J� SOD�\%_.-O'SD� � so \SDS/ O3X,6 1�9.17 + + � Lp + IO + + I .® 'v + + V + 12_ r N + + + " N W� o aIs + \ SD + - - - �-- a � - - - - - - GDHS APPROVAL AREA:+ + ++ if - QO CV Iq ^I M SEPTIG TANK - 1500 CAL. �- o C 3Q � ! ® � 1918 ` V 11 J p W 193 19b o+ / ++ 16 \` O NOT TO SCALE (� �r p, N 93 I ® \O + ok \_ / 14 (q PROVIDE-TYPICAL: 0 Z LL _ f (L • COVERS TO BE 5ET AT FIN15HED GRADE USE HEAVY DUTY,WATERTIGHT,IN5EGT-PROOF PROPOSED 045\` / N3 0.43 �3 0 _ AD15TABLE AND LOCKING CA5T IRON FRAME AND COVER. -� i Z CD LU Q STORM DRAINAGE 5Y5TEM: Zi .� wb �3 Z - - • 8 THICK TRAFFIC BARING SLABS T K } x J94 PROVIDED FOR PAVEMENT RDNOFF PROPOSED ASPHALT - - - PROPOSED PPE cRo55IN6 • MAINTAIN 5%MAX.SLOPE FROM E06E OF 5ANITARY SYSTEM OUT 20' IN ALL DIREGTION5 j �- Z O w • SEE DWG SP3 FOR INFO. ~ "' DRIVE, PARKING AND (7YPIGAL OF 2 PLAGES) r1'1 Q O I ~ jL MANEUVERING AREA /sD��- ( G.I.COVER �/ O m . ` N K1B2 ! O '' PROPOSED 5TR1GT.#32 4 #33 0 EL.Igb2' 1957 19.9 (31381 SQ.FT) 9 18 \ / 4 -- PROP. BUILDING HEADER CURB© O GB F FL.®EL.20.0 G.I.DOVER G.I.COVER 2 MIN T_ W O + + 14b lq.TS xlq.g2' I /// xIg 8q' .+ 19blwi GA. EL'Igl4' xiq.b2' H� .Z .s + + + + 017' 1965 GLEAN OUT ' � Z <, O + + + + p$2 CONCRETE V Z r 12"STORM `^ CHIMNEY �' + + * T.O.SLAB=EL.1T 18' -I - �� Ex.UT 19.11 20 ++ +++ +++ + + + 4`0 PVC, ------ ------ ------ TA.SLAB=EL IlbB F ''•• '• + + + :� + � +++++++++ INV.18S SDR 35 PIPE HALER PIPE ------ ------ Z O � O � � O POLE GM -- + N121 + + + + + INV.I1bl' BA.SLAB=EL.17.12' • �- I (y N71 b + ++ +++++++++ / I 20 MIN SLAB=EL.17.02' E-1 D/ j O PROPOSED 5iH P.G.SI \ o .� STOP LINE • + + +++++ 4"40 PVC K \ \ AWN W SDR 35 PIPE INV.15AI I INV.15b2' LAl W y INV.15.1b, INV.15.12' INV.15D2'-/ ® LL O 51 OP LINE I 4 ® Z O =E.O.EX. � •I� �y Ex.CURB i0 R � NT 70 BE REMOVED TO ALLOW�OR�RO SED GURB� 4'0 PVC,SDR 35 PIPE '- o FMAIN PROPOSED A5PI4ALT APRON W FGM 1245'®y"/LF = 4'0 PVC,SDR 35 PIPE E.O.PRO .CURB AND PVMNT RESTORATION PROPOSED 5W P.G.SIDEWALK 20� 31.13' " I ; _ 13.15 LF y / z SITE PLAN BASED ON ORIGINAL SURVEY BY: \ , " w 4 4 � �5 - - LU 1 E. LOA B o. � Y /LF EX r PVMNT TO BE REMOVED PROPOSED ASP \'`"` � k 3.44 -029 MIN SLOPE I�00 GAL. " _ NATHAN TAFT GORWIN,LAND SURVEYOR / \ HALT ��T/V�C Q 125 -0.10 MIN.SLOPE � m � j (� � 1586 MAIN ROAD JAMESPORT,NY IIg41 I I \ / E.O.PROP,PAVEMENT � ,n w O SURVEYED: MAR 4,201-7 i / NOSE ON Q O O DATUM: N.A.V.D. Ig88 i i 11 E.O.Ex.PVMN7 LEA[,F1N6 POOL / I CENTER LINE of NEW YORK CITY 800-272-4480 811 BOT.OF TANK= 9,620 4 Q of a1 �b THE \10 \ \ & LONG ISLAND www.dignetnycli.comorwww.call811.com O EXISTIN6 SITE 15 CURRENTLY: r �9 �Z Ely g 0 et (for other states) b'-0" z . VACANT AND UNIMPROVED FA/�-/, NO SANITARY SYSTEM EX15T By law,excavators and contractors working in the five For safety reasons,homeowners are strongly BO .OF POOLS=8.02' NO STORM DRAINAGE STTRUGTURE5 EX15T \I boron hs of New York Ci and Nassau and Suffolk encouraged to call as well when planningan J NO UNDERGROUND STORAGE TANK5 EX15T I Y 86 o0c1 1O 1H Counties on Long Island must contact DigNet, of digging on their property.Homeowners can SANITARY PROFILE 10'DIA nj NO PUBLIC OR PRIVATE WATER SERVICE EXISTS SANITARY SITE PLAN F W SUFFOLK AVE TT 2 c10 , O 1-800-272-4480 or 811,at least 48 hours but no more than contact us directly at 1-800-272-4480 or by calling +�- NO EXISTING POWER/UTILITY SERVICES N V E 10 working days(excluding weekends and legal holidays) 811,the national call before you dig number.For SCALE: NONE z prior to beginning any mechanized digging or excavation excavation work completed on personal property, work to ensure underground lines are marked.Excavators it is the contractor's responsibility--NOT the HIGHEST EXPECTED GROUNDWATER=EL.5.02' O STORM DRAINAGE SYSTEM: SP2 and contractors can also submit locate requests online, homeowner's--to contact DigNet.Having utility ISM WTR ENCOUNTERED 6 EL35'PER TE5THOLE No.1 {� NO STORM DRAINAGE STRUGIURE(EXISTING OR PROPOSED)SHALL BE 2I 10 O 20 40 60 NO SURFACE HATERS WITHIN NO WELLS WITHIN 150 FT through ITIC.If you do not currently use]TIC,please call lines marked prior to digging is free of charge. 1RAPH4IG SCALE 1" = 20'-O" 300 FEET OF PROPERTY LINE OF PROPERTY LINE 1-800-524-7603 for more information. LE55 THAN 20' FROM ANY SANITARY 5TRUGTURE PROPOSED HEREIN 6 - 0f g TEST HOLE #1 TEST HOLE #2 GRAPECAST IRON FRAME AND OPEN CVR/GOVER BY; SLACKE TEST BORING INC. BY: SLACKE TEST BORING INC. NOTE: " CAMPBELL 118C 2 G OR APPROVED EQUAL z PRE- AST STRUCTURE TABLE DATE: JULY 5,2011 DATE: JULY 5,2011 CONNECT DOWN5POUT5 TO DRAINAGE 5Y5TEM A5 SHOWN U51%6 5DR 1 � 35. PITCH AT I/8'PER FOOT MIN.IN DIRECTION OF LEACHING POOLS. � j TOP EL. 1825' &RAPE O'TO 2'BLW GRD EL. 195' GRADE TO 2'BLW&RD COMPACT FILL PROVIDE BOOT CONNECTION TO DOWNSPOUT. FINAL GRADE NO. TYPE TIB. EFFT. 51ZE INV.EL. TSG. OF RIM COMMENTS FINE ORK BRN TOP501L W/ FINE BIRN TOPSOIL W/OPGAN165 , 3 SURVEYOR5 NOTE: z_ �;,.. STORM DRAIN CLOSED COVER 8 TRAFFIC IO I II 8 ORGANICS d SILTY SAND, d51LTY FINE SAND,TRACE CLAY z • +••-�'• - - TRAGE CLAY d 6RAVEL(5M) AND 5M 6RVL(5M) w ELECTRICAL 5ERVIGE 1.ELEVATIONS ARE REFERENGED TO NAVD88 (ROOF RUNOFF) INTERCONNECT AS,SHOWN BEARING SLAB EL. 16.25' 2'-4'BELOW GRADE IN I IS"PIPE DIA.MIN II (WHERE O STORM DRAIN I II' 8' u-O5ED COVER of NE,W/�YO'RAK CITY EL. 115 2'-4'BELOW GRADE GABLE IN CONDUIT: EXI5TIN6 ELEVATIONS ARE SHOWN THUS: .5o.o _ _ _ a LONG ISLAND FINE BRN d LT BRN SILTY SAND, N r " 1�MIN.(AS REQUIRED) TRACE CLAY,INTO FINE SAND, FINE LT BRN SILTY SAND INTO FINE T.O.CONDUIT 200 AMP(2 CONDUIT,MIN), I APPLICABLE) �RUNOFF) INTERCONNECT AS SHOWN I 1 M/S TRADE SM GRVL(SM/5P) SAND,TRADE 5M.6RVL(5P) 320 AMP(y2'CONDUIT,MIN) PIPE: 3 STORM DRAIN I II' 8' CLOSED COVER - - - 00 272 44801811 Q PROPOSED L•P•5ERV• 400 AMP(4"CONDUIT,MIN) HIGH DENSITY POLYETHYLENE(HDPE) ® ® ® ® I (ROOF RUNOFF) INTERCONNECT AS,SHOWN 8 . EL. 14.25 Q 4'-b'BELOW&RADE FI 155 4 -b'BELOW 6RADE D D ® ® 1 - _ - INSTALL/PROVIDER,LP-6A5 CODE NFPA 58, co 51ZE: STORM DRAIN CLOSED DOVER FINE TO GOAR5E LT BRN SAND, FINE BRN d LT BRN SAND,TRADE FEDERAL,STATE AND LOCAL CODES. SEE 5P5 DRN INLET TO 5D CONN= 10'4)MIN ® ® ® ® ® I O (ROOF RUNOFF) I II be INTERGONNEGT AS SHOWN 50ME SM.TO MED 6RVL(5WU 5M.6RVL(5W) COMMUNICATION www.dignetnycli.com orwww.call811.com EL. 1225' b'-e'BELOW&RADE FOR TRENCH DETAIL Xe NI M I 5D TO 5D CONN= 15*0 MIN I ® ® - 2 ® ® I - - (N t TEL) �N6 � � , � STORM DRAIN CLOSED DOVER (for other states) EL. 115 8'- 15'BELOW&RADE 60MMERGIAL PROPERTY R� ROOF LOR CONN=4-0 MIN I © � � ® ® I 5 III II 8 1815 FINE TO COARSE LT BRN FINE-COARSE LT BRN SAND, TYPIGAL TRENCH DETAIL @ PUBLIC,WATER �`Rj PP /> FND GM I ® ® ® ® ® I 3 MIN. O (PAVEMENT RUNOFF) INTERCONNECT AS,SHOWN SAND,50ME SM 6RAVEL(54 50ME 5M To MED GRAVEL N/0/F - 3'MIN. I ® ® ® ® ® I O STORM DRAIN _ _ CLOSED COVER By law,excavators and contractors working in the (54 L.P., POWER, GOMMUNIGATION SERVICES PETER A.,PETER J.JAGQUE5, �C I ® ® ® �, ® ® I b (PAVEMENT RUNOFF) III II 8 �� INTERCONNECT As SHOWN EL. 10.25' 8'-22'BELOW&RAPE b j 1 ® ® ® ® ® WRAP STRUCTURES WITH five boroughs of New York City and Nassau and 8 MARY F.JAGQUE5 x 1 STORM DRAIN CLOSED COVER S S s FINE TO MED LT BRN SAND, EL.45 15'-20'BELOW GRADE NOT TO SCALE x,�x � ® ® ® ® � FILTER FABRIC(USE 1 III II 8 - - 18.75 Suffolk Counties on Long Island must contact FINE LT BRN SAND,TRADE 6RVL x�� \ I x 172 I 6EOTEX 351 BY PROPER) (PAVEMENT RUNOFF) INTERGONNEGT AS,514OWN TRACE SM GRAVEL(SW) N � i r r r r DigNet, 1-800-272-4480 or 811,at least 48 hours GND WTR 6 (5P) D , / // /r / STORM DRAIN CLOSED COVER EL.55' COMMERCIAL PROPERTY �i WOODS TO \ ® ® ® ® ® 1 ® III 11' 8' - - 18.75' v v but no more than 10 working days(excluding GND WrR® O O`\ 17 I I (PAVEMENT RUNOFF) INTERCONNECT AS,SHOWN PUBLIC HATER x weekends and legal holidays)prior to beginning EL.-0:15' 6.7 r r r r r REMAIN any mechanized digging or excavation work n EL.-05 20'-25'BELOW GRADE N/O/F �� , / / / / / / �r o - - FINE TO MED LIGHT BRN SAND, N DRAINAGE NOTES I 1 b 7NK,80 FOOTING STORM DRAIN �05Ep DOVER EL.-3.15 22'-25'BELOW GRADE I I® ® ® ® ® I O (PAVEMENT RUNOFF) III II' 8' 1815' INTERCONNECT AS,SHOWN o STEVEN BUSGH �� ensure underground lines are marked. SM.6RAVEL(54 d LOU15E BUSGH IbA I- , ,r , / I I.CALCULATIONS AND DE516N PERFORMED IN ACCORDANCE WITH TOWN OF I® ® ® ® ® I '(LYRICAL) STORM DRAIN CLOSED COQ Excavators and contractors can also submit FINE TO LT BRN SAND(SP) DE 1'GAT96 T kOO (RUN&F F CSM B DG A ONLY I 10 III II' 8' - - 1815' locate requests online,through ITIC.If you do not EL.-6.15' 25'BL"GRP, EL.-55' 25'BLH&RD, 50UTHOED PLANNING BOARD EN RA O (PAVEMENT RUNOFF) CLOSEINTERGCOVE AS SHOWN `` -�fP x jl/LIQ, P.STM DRNG AG,HING POOLS 2.COLLAR DEPTH 15 NOT REQb WHEN RATEABLE MATERIAL EXISTS FOR STORM DRAIN CLOSED COVER currently use [TIC,please call 1-800-524-7603 END of BORING END of BORING I / / i• INTERG-0tiNEGf A55HOWN // r x I FULL DEPTH. I II III - - - O (PAVEMENT RUNOFF) II 8 INTERCONNECT AS SHOWN for more information. GROUNDWATER ENCOUNTER AT COMMERCIAL PROPERTY GROUNDWATER ENCOUNTER AT 0 • MAINTAIN REQUIRED SEPARATION 015TANGE5 3.COLLAR MATERIAL SHALL BE CLEAN GRAVEL ONLY. z NON-RATEABLE o � N N 19.0'BELOW GRADE PUBLIC,WATER Ib.O'BELOW GRADE • %E 5Y,RIUGVZIE GHAkT PF�Z IN�FfRMAtION I /7 I 501E O STORM DRAIN _ _ CLOSED COVER N N/0/F �E RAINAGE GALGULATION5 AND DETAILS 8 DIAMETER 12 III 8 18.75 n c� � . iv (PAVEMENT RUNOFF) II INT7=RGONNEGT AS,SHOWN For safety reasons, homeowners are strongly / encouraged to call as well when planning an a DAVID P.MOORE r r r r r r r r r r r 4.ALL UNSUITABLE LEAGHING SOILS BELOW THE PROPOSED LEAGHING GNP WTR STORM DRAIN CLOSED COVER O o 0 g P 9 Y � p / r � �` / r / � 13 III II 8 - - 18.15 type of digging on their property.Homeowners -' s O /j1• 17.5 / P/O/ G2F'. STORM I�KAINAGE�SYS., TRI�II: 5TRUGTURE5 SHALL BE EXCAVATED AND REMOVED AND REPLACED O (PAVEMENT RUNOFF) INTERCONNECT AS,SHOWN Q "JJ + , I WITH SUITABLE PERCOLATING 501L5(SAND AND GRAVEL). ALL �GOLLAR MATERIAL b" MIN. can contact us directly at 1-800-272-4480 or by �o ro J INSTALL U/6 UTILITIES IN TRENCH PER /` ED! TED O ROOF RUNOF FROM EI B N (PENETRATION) STORM DRAIN m x / , r 1 F � / DRAINAGE EXGAVATION5 MUST BE IN5PEGTED BY THE TOWNS 14 III II' 8' - - 18.75' GL05ED COVER calling 811,the national call before you dig �� O �' a UTILITY PROVIDERS REQl11REMB1T5 /� `v t/ 2- IOrLI� l�P.S�ORM16RNG�LEAGHING POOLS RATEABLE 501E O (PAVEMENT RUNOFF) INTERCONNECT AS SHOWN 1 Qo �DTL DW6 5P3 / O / I AUTHORIZED REPRESENTATIVE PRIOR TO BACKFILL number. For excavation work completed on z �`�}/ 5D 130 • INTERGON SHOWN, ,/ ,/ ,/ , 5.ALL DRAINAGE 5TRUGTURES MUST BE WRAPPED WITH FILTER FABRIC. STORM DRAIN CL05ED COVER P property, it is the contractors - II'NVE '�' 0 • MAINTAIN REQUIRE TION DISTANG 5 / - - - 15 (PAVEMENT RUNOFF) III Ip 8' - - 18.75' INTERGONNEGT AS SHOWN personalN EXI5TIN R6HT OF WAY }+// /x 16.3 b.USE 15 m GORRUGA7ID HIGH DENSITY POLYETHYLENE(HDPE)HEAVY responsibility--NOT the homeowners-to contact �� W DIRT D IVE S 84 O I _ �^ <c/ �o / • SEE 5TRIICTURE CHAR IR I FORMAZI>7 I DUTY PIPE FOR INTERGONfEC1I0N OF ON-SITE STORM WATER LEACHING UNDERLYING SAND AND GRAVEL STRATA STORM DRAIN GL05EP GOVER DigNet. Having utility lines marked prior to �� FGJA 7S 5� OO II I I 1 �c��q� / �jN \ / • SEE DRAItJfCGE+GALGULA O L AND DFyYA PooLy Ib (PAVEMENT RUNOFF) III 11 8 - - 18.75 INTERCONNECT AS SHOWN digging is free of charge. e EXISTING STONE LAWN W _ A.HDPE PIPE 5PECIF16ATION(AASHTO M-294) TYP I GAL STORM HATER STORM DRAIN CLOSED COVER WALL 7W.I6.5 FRAME BUILDIN�� // • I B.INSTALLATION OF HDPE 5PCGIFIGATION(ASTM D-2321) I1 (PAVEMENT RUNOFF) III II' 8' - - INTERCONNECT AS SHOWN _ - / 29 ( ;-�--+�Sv�12� /r 50 /�� 26 • • W /-\ n 22 G.WATER-TIGHT JOINT lE5TIN6 SPEGIFIGATION(ASTM D-3212) LEACH I NO POOL CSD) DETA I L o ` �` STORM DRAIN /8 x< ° \/7 _ _ FGM \�/ \ /-5D'� O ( 0 125 l D.6ASKET SPECIFICATION(A5TM F-417) NOT TO SCALE 18 (PAVEMENT RUNOFF) - - INTERCO NEGT AS,SHOWN t o z 21 \ / 1.THE BUILDING WILL HAVE 6UTTER5 AND LEADERS PIPED DIRECTLY TO GOMMERGIAL PROPERTY y • sD B a O STORM DRAIN CLOSED(,OVER USE: GHURGH 13.bx le /// / SD SD g IT 5D D° , ° ° a° . REARaP.G. • I DEDICATED LEACHING POOLS WITH CAPACITY MINIMUM AS SHOWN. 19 (ROOF RUNOFF) III II 8 - INTERCONNECT AS SHOWN PUBLIC WATER ' / /ol / //////rlJ/ // �D ° - - - 54A8;AREA: 1,0,03 �,F Alla 5'° STORM - -5D - , so-�.- _° z 2'-2' 2'-b' 8' 5'-4' 20 (ROOF RUNOFF F) II IO' 8' INTERCONNECT AS,SHOWN XFMR�D FOR PLTFRM / r 72.75// // 5D 4 I 21-6' 8" - - CLOSED COVER - T® AREA: 105 S.F. // ba 1867 •' O (ROOF RUNOFF) INTERCONNECT AS SHOWN �� 21 STORM DRAIN IF 10' 8' 2'RPZ LE#1 / 18i' a N I y 's� STORM DRAIN , 0 / z a / 5'MI L `J o •a• ° 22 (ROOF RUNOFF) II 10 8 - - - NTERGONNE TT AS SHOWN PROPOSED ` 43 ITT (3)#5 REBAR 23 STORM DRAIN III II' 8' CLOSED COVER I / PROPOSED ®5'D.G. O (PAVEMENT RUNOFF) INTERCONNECT AS,SHOWN EROSION CONTROLMEASU /z �J / 165 W STORM DRAIN CLOSED COVER INSTALL 51LT FENCE BARRIER - - - • OCCURS WHERE SHOWN � 0 � �/g " I%2 STY BUILDING / O PROP05ED 24 (PAVEMENT RUNOFF) III II 8 INTERCONNECT AS 5HOWN r l / / PROP 2 2 RPZ IN HOT BOX / / ER05ION CONTROL MEASURE: (4)#5 REBAR Q OPEN COVER V (Y1 [� STORM DRAIN - • APPROX.t1021 LF OF FENGI (SEE RPZ DWG BY OTHERS) AREA: 12,000 SQ.FT. / B I PR o�OR CU o�P I�� 0 1IPZ O.G. 25 (PAVEMENT RUNOFF) III II 8 - - - LOADING AREA Q • SEE DETAIL ON DWG 5Pb I / a (RETAIL AREA) / P-+ / 3.Ix \ • STRUCTURES ° (2)�5 REBAR 26 STORM DRAIN II II' 8' - _ _ OPEN COVER .. d) 1 / / PROPOSED F.FL.EL. = 20.0' PROPOSED o o • SEE DETAIL ON DWG 5Pb ( 2 yr 13A >- /� 2 METER PIT/VALVE BOX N / _ I O (RODE RUNOFF) INTERGONNEGT AS,SHOWN 0 W o • SEE HTR SERVICE INSTALL PTL / N I%2 STY BLDG ° J � STORM DRAIN II 10, 8' OPEN COVER � N o O (ROOF RUNOFF) - - - INTERCONNECT AS,SHOWN ?- ' / 4 / AND INSTALLATION REQ'MNT5 Q _ /b OPEN COVER ^ V - 30 oN pyo�to5 / TL. AREA: 8,000 SQ.FT. I (3)#5 RE13AR O STORM DRAIN I 10' 8' - - - F+•� PROPOSED PIPING GROSSING u3, / MULTI- USE BLDG • - o J /� ♦ / STORM DRAINAGE AND SANITARY LINE / F FL EL. - 20 0' 1 j '�} O (ROOF RUNOFF) I II' 8' _ - - OPEN COVER INTERCONNECT AS,SHOWN O PLAN-TOP SLAB STORM DRAIN �, �. / � � � SEE GROSSING DETAIL FOR INFO. - a ( I (ROOF RUNOFF) INTERCONNECT AS,SHOWN W m o o I Ln l r__ / (TYPICAL 2 PLAGE5) + y 4' x4' STANDARD CATCH BASIN STORM DRAIN I II, 8' - _ _ OPEN COVER 5,000 SQ.FT. O (ROOF RUNOFF) INTERCONNECT AS SHOWN W,1497 • (WITH REGTANGU_AR OPENING) SANITARY 5EPTIG TANK 2-HD.G.I.LOCKING SOLID X Z PROPOSED 5ANITARY 5Y5TEM: 8 (STORAGE AREA) �� T , 5GALE, NONE 31 1'DEEP WA 5' 8' - - - GVR TO GRD x j m / FOR ADDITIONAL INFO SEE SANITARY 517E PLAN, --_-____-_- _ u N.P. , SANITARY EX.UTIL ' ; H I CALCULATIONS,PROFILE AND DTL5 ON DWG 5P.2 / '- ---- ___ / I� ° I 4 REBAR 12 O.G.E/W I.MANHOLE TO BE IN A.GORDANGE 32 WA 7' FO' 1-HD.G.I.LOGKING 50LIP CQ Q �� I - V x FOR W/AASHTO H-20 TRAFFIC LOADING. O LEACHING POOL - - - GVR TO 6RD . < US POLE / L LAHN �.' (Q $ SEE CHART FOR COMPONENT INFO,THIS DWG �, 18.4 HIE6HT GRATER THAN 9'-0" 2.CONCRETE 4000 P51®28 DAYS. SANITARY I-H.D.G.I. OGK O Z 3.WEHIRE33 LEACHING PO WA 7' 10' - _ _ L INC SOLID LU - / P/O/ PROP. STORM DRAINAGE 5Y5..TRIB. I: 3,000 SQ.FT. WELDED MESH ASTM AI85. OL GVR TO GRD CL x I �/9 4.REBAR A5TM Abl5 GRADE 60. CATCH / RETAIL AREA \ x 18.7 � ° 34 (PAVE BASIN III 4'DP 533'x`i33' - _ _ CURB INLET O O � DEDICATED TO ROOF RUNOFF FROM BLDG AONLY / / ( ) O � (PAVEMENT RUNOFF) 5(�l1)ARE INTERCONNECT AS,SHOWN 4-&V x II'LIQ DP.STORM DRN6 LEACHING POOLS Q, \ ° T.O.Pc.SLAB=RC12' _ INTERCONNECT AS,5WHN TEST y EO1 4'-0" 8" O GATGH BA51N III 4'DP 533'x533' Gl1RB INLETMAINTAIN REQUIRED SEPARATION DISTAl�ES 24 I (PAVEMENT RUNOFF) 5QUARE INTERCONNECT AS,SHOWN HOLE#2 10 MIN 5-40 COMPACT FILL CATCH BA51N m 2 ' o (V • SEE STRUCTURE CHART FOR INFORMATION z � I� u, / / PROPOSED HEADER CURB: � �' - - - Q v / • SEE DRAINAGE CALCULATIONS AND DETAILS / 111 4'DP 533�G33 CURB INLET W/BOLLARDS 4'O.G.0 CURB LINE FOR ® / GB r 42 SECTION TOP EL.=18br GATC BNA5IN Fes) INTERCONNECT AS SHOWN i 1 PROP05ED 12'm 5TORM WATER LINE _ _ _ •• / w / FULL WIDTH OF BLDG AS,SHOWN i 3l III 4 DP 533TG33 CURB INLET -- / meq. � � '• \. INV EL.=Ilbr (PAVEMENT RUNOFF) $QUARE INTERCONNECT AS 5HOI^N ` Obx OVERHANG 'A; 19.42 / / // �'/ �' car kT.47 ' \\ I 1710/PROP. STORM DRAINAGE 5Y5.. TRIG. II: GAT( BA51N III 4'PP 533'5533 - _ _ CURB INLET W m I REA. 1,118 SQ.FT. // 72.75/ \ 19.15 _� O (PAVEMENT RUNOFF) SQUARE INTERCONNECT AS SHOWN M�'y DEDICATED TO ROOF RUNOFF FROM BLDG 'B' ONLY CR0551NG TABLE: `� dd CATCH BA51N 53333' FRAME AND GRATE INLET s1 2 x'92 OVER 'B' p.9 a 3-8 4'x FO LIQ DP.STORM ORNG LEACHING POOLS O No. UTILITIES INV (PAVEMENT RUNOFF) III 4 DP - INTERCONNECT AS,SHOWN a , �I O p7g /- ° ° yp�� s� I G01 �, \ : AREA: 736 z N92' • MAINNNNECT AS SHOWNREQUIRED SEPARATION DISTANCES 533'x�i33' CURB INLET ENGINEER: _ r • / N.78 so 5' SQ FT. CATCH BA51N ® L ( 1 / I O / \ 4'� °P °• SEE STRUCTURE CHART FOR INFORMATION STORM DRAIN Ilbl PROPOSED 4•a 5ANITARY LINE 40 111 4 DP - - - NEVI/ 0 1 5D o , p • L� O INV.EL.=15.18 O (PAVEMENT RUNOFF) SQUARE INTERCONNECT AS SHOWN ® O 1 T 0 .78 5ANITARY 15J8 F )' •'SD x + • SEE DRAINAGE GALGULATION5 AND DETAILS GATGH BASIN Di4 f J ! as • O / 8'MIN I O M/N 5 X - ® 1 0 5TORM DRAIN 17b1' - - - � 1 SD 5T /Sp W + f / 41 III 4'DP 533 .33 CURB INLET /SD + � • PROPOSED STORM DRAINAGE TRI SANITARY IS.lB' O (PAVEMENT RUNOFF) SQUARE INTERCONNECT AS,SHOWN • W82 TRIBUTARY III CATCH BA51N 53356351 _ _ _ CURB INLET 1 • / \ 2 ® _ _ 42 III 4 A Cr I 19. •.-20..... 6,l" 61' J z LP / U I / + X1$2' (DEDICATED TO ON-51TE PAVEMENT RUNOFF) (PAVEMENT RUNOFF) 5WARE INTERCONNECT AS,5HOWN W �I3 w 0 1961' _ Iq.b EXP ! I > HIGH POINT *SEE DETAIL THI5 SHEET * "� 1 • 6'THK P.G.EQU P 220 SQ.FT. �� I I L -x �� 20 ±+* USE 10-5'-4'x 5'-4'x 4'DP SQUARE CATCH BASINS TRENCH DETAI ® 5ANITARY INE GATGH BA51N 533'x533' _ _ _ FLUSH CURB INLET z • b'H G.L.ENGL. GATE, _ ~/ I o 31 O x461' 23 + + W. lb-8'0 X II'LIQ.PP.STORM DRAINAGE LEAGHING POOLS L L 43 (PAVEMENT RUNOFF) III 4'0P INTERCONNECT AS,SHOWN I • BOLLARDS,M 48 O.G. p 45 \� ~ F\ _ v I ( 1 /O I9b1 gp N/ + ;�q7x • n C? v J y INTERCONNECT AS SHOWN STORM WATER LINE GROSSING _ • SEE DETAILS,D Pb S o 0 Iqb / l� Q LP / �I ' MAINTAIN REQ'D SEPARATION DISTANCES NOT TO SCALE Z w \? x- a�vv \ Z I / J • SEE 5TRUGTURE CHART FOR INFORMATION �ccQ �g9 P" PROP Pr5()P ILL 2 �\ - STORM DRAINAGE GALG. SEE EQUIP.SLAB T N DWG R ter' \ KI52 / I gip\ I ° N 32 `� <<� \yO Igbx I MIN MIN • SEE DRAINAGE CALLS AND DETAILS SEE FENCE ENGL. N D 5P6 _4 ' p + 9 \ STORM LINE /5EWER LINE GROSSING NOTES: VOLUME = AREA X RAINFALL X GOEFFIGIENT 34 1952 P= 3 I x Iqb G\ /SD r. �H F.THE GRO551%CF STORM WATER AND SEWER LINES SHOULD BE AVOIDED „ a �,,' SEE BOLLARD D 0 5P3 k I / I'+ I 9.Ix 934 1952 z Gam} ( GB r: MUBI USE ZONPPOPLUDTN6 1■ UNL 55 PROVEN ABSOLUTELY NECESSARY.IN 5"GA5C-5: GOEFI=IGIENT2� (0.2331 1N 24 HOURS l _._ w`: I:'..._'.- - ^ I I JEFFREY T. BUTLER, P.E. ROOFTOP = 1.0 I `: +1 ; v / + O \ + + 4 Q I \ 20 / L A.SEWER LINE SHALL BE LAID BEI_OH STORM WATER LINE.AT LEAST 18" ;i; r COMMERCIAL PROI�tRTY I O� + / ++ ++o+ W3 • ' _ SINAFAMILY RE5IDENGE SEPARATION SHALL BE MAINTAINED BETWEEN THE TOP OF THE STORM COEFFICIENT OF LAWN AREA = 0.20 "x MAY 2 5 2018 Q USE: GEM�EFERY �6 G i./ + + ( 1 \ \ + d ' C✓ - _ VACANT Q Q Q Q WATER LINE AND THEBOTTOM OF THE SEWER LINE. - , GH' 5D +1�.5 5 \ C 36 + J 41 O (� \ a o a o c�o a o B.SEWER LINE JOINTS SHALL BE AT LEAST ID FROM THE POINT OF GROSSING. TRIBUTARY 1: . . Q y-( ® �_s + 10 + + 5 /��DD 0 0 o C== C=o a o 2.NO LOCAL CONDITIONS PREVENT PLACEMENT OF THE STORM WATER LINE yr .12' + ( •I�1 .1 a o a o c�o a o ABOVE THE SEWER LINE TIE FOLLOWIN6 ADDITIONAL CONDITIONS APPLY: (DEDICATED TO ROOF RUNOFF) __ F:: ,i1a A/ /5D� + _vr W12 13 BUILDING 'A' = 12000 5. �' >i \ O + + 19J \5D� / �' + + 1 �r + -1 • '� �� I6 2 a= cR A.A VERTICAL 5EPARATION OF AT LEAST 18"SHALL BE PROVIDED BETWEEN Q -� r D 5v. _ Il ao ao ao ao �p L9 + \SDS _ + ® I "�+ THE BOTTOM OF THE SEWER LIFE AND THE TOP OF THE STORM WATER LINE. OPEN AIR COVERED ENTRY = 1.237 S.F. Q � � <<F� b •. / 19,12 + �/ GBL - ++• SPS SD-,/ � GB c�o a o a o a o � , _ a - J + \ \ SD / < -7 3g I O c�o c�o a o a o B.STORM HATER LINE JOINTS SHALL BE AT LEAST 10 FROM THE POINT OF TL RUNOFF AREA ® BLDG A 13,231 5.F. lJl /� 2 GDrr� o+ \ O / + $1 ++ R. 38 I la /SD rV�� GROSSING. 7- le o OI \ 5 9.48 ( ® 1 19.78 N t 1 II G.SEWS LINES SHALL BE GON57RllGTED OF MATERIALS AND JOINTS THAT LL PLAN --! I- 13,231 S.F. x 0233 x 1.00 = 3p84 GU.FT. - L + �/5D MIN \ / 5 ( MIN 19 = O ARE EQUIVALENT TO WATER MAIN STANDARDS OF CONSTRUCTION AND ',O 14.47 fg35 IgSO 3 Wb / ++ I I �� o I \ ® / 20.4 Iq3 ( 1 SECTION SHALL BE PRE55LRE TESTED TO AF_ WATER TI6HTNE55 PRIOR TO VOLUME REQUIRED = 3p84 C,U.FT. W C M LU s h'�✓ L 1 \ ® / 93 +r o X BACKFILLI1I6. 3,084 GU.FT./42.24 SOFT. PER VERT. FT. = 13.02 VERT. FT. a (� � - Z � } l��\ I :x IG.I /�� II 19.45 / 14.43 3 196 / I ~ - - 49�0 - NOTES: USE: W ~ Q Z \� G\ = ti I I !Y� \ 3 MATERIALS:CONFORMS TO VIIIq•� z I /�' �� $ PROP05ED ER05ION ;,, A5TM A48 CLASS 30B OR (7) 8'(P X I I' EFF.DEPTH STORM DRAINS v Q (� i < CL �\ ti I 35B SPECIFICATIONS LEGEND: y / x IT.T N J CONTROL MEASURE: ■ VOLUME PROVIDED = 3,252 UFT. ^� W a � oI �� I /SDS r- PROVIDED FOR DROP INLET I 49Y LOAD RATING: O Q < �� . ' b O OSED SPH T N'� Iq :. \GGTP 2! �` d ( ® 1-�r': PROTECTION 55 Y' FOR AA5HTO t HS 20-44 5ANITARY SEWER 55 Z � W 9 q6, wBz u, H16HWAY LOADING TRIBUTARY I I: I--4 .. OR , P INCA j S , W.92 _ �`��/ '' Q. 457 \ / L J Rob' OCCURS AT ALL INLET SECTION } - ml . M I I g / + �s I + \ zo.3 w.75 ��~� % X DRAINAGE 5TR)GTURE5 WATER SERVICE w (DEDICATED TO ROOF RUNOFF) Z I ' (31,361 FT) !,: + + + 196 x I 96, / • SEE DETAIL ON DWG 5P6 30"x49" H.D. FLAT FRAME AND GRATE < Z BUILDING 'B' __ 8,000 5.F O / / + + STORM DRAIN - so- OPEN ARE ®A COVERED B b,136 S.F. Q --I r- ++ + \ +�' K62 x 20.6 W.71' W 5GALE: NONE , _ -� O `� t I + BURIED ELECTRICAL LINES E z O Q N +++ / +++ ++++ __yy EX.UT 2D ++ / ++ +++++++++ " 8,13b S.F. X 0.233' X 1.00 = 2,036 GU.FT. `'v - ~ - / BURIED 6A5 SERVICE LINE 6 0 +++ 20.27 + + + + + + 5 VOLUME REQUIRED = 2,036 GU.FT. > �q� :• ly + + + + 2,036, GU.FT./4224 SOFT.PER VERT. FT. = 48.20 VERT.FT. Z � r B 20,0' + + + + + + ` PROPOSED 5 W P OG.51 K \ x 15.3 o :57 : : y W V + + �/ +++++ W ` ? FLOW ARROI�J X - T x 1 ►T�IN� AWN` - �/ :' CATCH BASIN W/CURB INLET USE: I--I LL O LU Ia.7 :,.;.•.•• LTJ Q Z 7u3_24 \ -x�I+II�IIIII� - LAWN a o a o C== a o OR FRAME d GRATE (5) 8'0 X I0' EFF. DEPTH STORM DRAIN5 358 -E.O.EX. 5fiC9' PV NT 70 BE REMOVED TO ALLOW O BGI2�74 EX.CURB TO REMAIN E fl PQINT:' 6,0 c� a a o m � VOLUME PROVIDED = 2,112 G1.FT. Z ED CURB PROPOSED N x202 - a o a o a o - LEACHING POOL w/OPEN GRATE ' O ' ?s;H „/ LU SEPARATION 015TANCE G= P J T r 1 18.19 ASPHALT APRON 5�1 P.G.SIDEWALK - W o 0 o a o a o `.�_ : I--�i PROP05Ep c 20 x 3�' •. ' ' `' '• - .. ... I FGM X maintain vall �{ '�.�' coo 0o ao ao �--. TRIBUTARY III: r�-, z � �l REQUIREMENTS FOR PIPING ATER PROPOSED 5AWGUr INE 3 MIN FROM a �� p�- -�/L/�� ws7 E MLT LEACHING POOL w/50LID COVER ; (DEDICATED TO PAVED 5URFAGE5) v (3 cj p .0.EX.PVMNT TO BE P.EMOVED 'OSED ASP LEACHING STRUGT. r! PIPING x E.oP. / I p a i N I Q 1282 I NE `_' malntaln valley 9Ate p a P IB.Iq 41 4' I 5V ��-'� P.G. 5LAB5 = 2018 5.F. 0 (OTHER THAN RESIDENTIAL): lv 11'AYT\ T T�� a� f1 j'J< y /.. 20.0 N05 ON ------III EX.CONTOUR REWORKED '•••......... (INGLUDE5 P.G. PASSAGE, REAR,PROPANE 4 DUMP5TER) lJ Ll 1/� . . 20.30 � 19. ........... a maintain valle utterN SECTION _ HORIZONTAL SLS'.DI575 FOR STORM DRNG LEACHING POOLS: I LIQ AVE N / a a `� � SPHALT PARKING AREA = 31,381 S.F. PROPERTY LINE= LL MINIMUM y 9 a EX.CONTOUR TO REMAIN BUILDINGS WITH CELLAR= 10'MINIMUM HORIZONTAL SEP.DI5T5 FOR � CENTER LINE � a 'w_ CURB = 523 S.F. 7�I E.O.• .Ex.Pvr`TrdT STORM DRNC�NON-LEACHING STRllGT.: 2010 i BUILDINGS ON SLAB= 10'MINIMUM WATER SERVICE N-LEAGHI ERAL5/MAINS=V MIN. �b 0 �- PROP05ED CONTOURPA6E : WATER SERVICE LINE/L ATERALS/MAINS= lo'MINIMUM 11fyp��qUgp UTILITIES=5'MINIMUM r ,9 10 2 78 ?/ _ ?087 `fl MATERIALS:CONFORMS TO TL RUNOFF AREA = 33,982 S.F. UNDERGROUND UTILITIES=5'MINIMUM GREASE TRAP=V MINIMUM A5TM A48 GLA55 305 OR EXISTING SPOT ELEVATIONS x6.0 33,882 S.F. x 0.233' x 1.00 = 7,gITbI (U.FT. SANITARY SEPTIC,TANK=20'MINIMUM PUMP STATION=5'MINIMUM PROP05ED 5AWCUT: 35B SPECIFICATIONS 48' VOLUME REQUIRED = 7811.81 GU.FT. SANITARY LEACHING POOL=2O'MINIMUM MANHOLE=5'MINIMUM (3'OFFSET FROM EX.E06E OF PVMNT,MIN). O 1 LOAD RATING: PROP05ED SPOT ELEVATION gyp' GREASE TRAP=20'MINIMUM SANITARY 5iSPTIG TANK=5'MINIMUM GRADING AND DRAINAGE PLAN GUT E.O.P.HILL PROVIDE A UNIFORM 86 Oq p p II NOTE 54' FOR AA LOADING 20-44 PROPOSED BOTTOM OF CURB bo 1,911.81 GU.FT./42 24 SQ.FT. PER VERT. FT. = 188 VERT. Fr. PUMP STATION=20'MINIMUM INTERCONNECTION H/NEW CURB AND GURBGUT 2�0.q I MANHOLE=20'MINIMUM VERTICAL SEPARATION DISTANCES FOR STORM THAT WILL NOT INTERFERE WITH EX.STORM 8+ FIRE ZONE 5TTRIPPING AND SIGNAGE HAS BEEN SECTION USE: PRIVATE WELLS=50'MININIIMSD_13 REMOVED FROM THIS VIEW FOR PURPOSE OF PROPOSED TDP OF COVER i 6.0 DRAINAGE LINES: WATER FLOW ALONG THE GUTTER LINE. GLARITY. FOUR LOCATIONS AND FIRE MARSHAL r; :: C� (10) 5'-4" x 5'-4" x 4'DP CATCH BA51N W/CURB INLET OR FRAME AND GRATE rA RETAINING WALL5= 10'MINIMUM WATER SERVICE LINES= 18"MINIMUM 20 10 O 20 40 60 MAINTAIN VALLEY GUTTER,SEE PAVEMENT 30 x48 H.D. FLAT CURB INLET FUEL STORAGE TANKS(BELOW GROUND)=20'MIN SANITARY WASTE LINES= IS'MINIMUM ■ ■ RESTORATION DETAIL(DWG 5P7) REQUIREMENTa 51�DWG SPI AND DWG SPS. SCALE: NONE TEST HOLE (I8) 8'm X I I' EFF. DEPTH STORM DRAINS = Ig8 VERT.FT. GRAPHIC SCALE 1 = 20-0 VOLUME PROVIDED = 8,364 GU.FT. 0 FIRERESERVED P4--b NO PARKING (N.Y.S.D.O.T.) ZONE PARKING ( 517E PLAN FOR LOG) NO PARKING HANDICAPPED END GM FND GM ��; NO STOPPING ANY PARKING SIGN COMMERCIAL PROPERTY t ppRKF / NO STANDING FURCIA WATER OFR COMMERCIAL PROPERTY .�ppRk EVERGREENS 5HALI_HAVE THE NOT TO SCALE N/0 F 4 END CM x/ PETER FUEILC HATER WO/F J.JAGOUES, /p1/R� 15 A I END LM x/ SAME PIT AND BALL REQUIREMENTS PETER A,PETER 1 JACOVE5, q�S _ / r1�• K A5 MINOR TREES NO STAKING 1 MARY F.JACOUES / 11 REGVIRER TIME �� ' ' COMMERCIAL PROPERn 1 MARY F JACCiUES / � , COMMERCIAL PROPERTY Op % %� '/, % wort TER O �, /, % , , sTEVE�BuscH ° REMAINo STEVEN B SGN ° REMAIN I H05E 2 PIECES X12 WIRE TWISTED PUBLIC WATER i SEE SITE PLAN FOR NO PARKING 1 TEVE E 3U5(H N 1� wooDs To H0IiE 2 PIECES RUBBBZ DOUBLE STRAND PROPOSED SIGN LOCATIONS "LOWE BJ5CN 1� /, /• /• /• /. /. , 5PACE MAX.50'APART ANYTIME SIGN � � � � � � � � / � � � ► �G " � 0 in in ® (PARKIN6 SIGN SYMBOL) NOT TO 5GALE / /. /, /. / / /, /, /. /, / /. / / SAUCER FIRE ZONE O . , . . . . . , , . , 0 /, , '/, '/, I % % % % % % '/, '/, '/, '/, '/, '/, % % ► AROUND TRUNK 110"MIN. 3"MULCH NO PARKING SIGN w ' ' ' , , , , , , , , , ^ / /. /, /. / / /, , /. /. / COMMERCIAL AROPERn ^ ��. /•. ti'` /\\j\ /\ C,OPMERCIPL PROPERTY O 2 PUBLIC WATER •'J O WPLWOff TER / , , , , i i , , , y�a DAVID POM00RE r/ •. •. / / / / TRADE\:\\�:\�i\\ \\��/��\ V V V NOT To SCALE tp i l i i i i i ► b DAVID P.MOORE �' ¢ II'WIDE �' Q�' _ ��j ;0 ' ' $w N a 564 ° '0011 RI6NT OF WAY PROPOSED MIX 25AS PEAT z 11'WIDE _ 5C, N PLANTIN65: '\/ /\/ ' I R RI6NT OF WAY ► w DIRT DRIVEWAY G / 12 LYG LYG (DOGWOODS AND �/ / / o 0 � EXISTING SiOFlF WALL FRA f f 9.9V • _ Fc _ �y EVER6REEN5 ONLY) w DIRT DRIVEWAY f •��1 0~ ME&ILDItd; .`" •• • EXISTING STONE WALL ` • FCM FRAME BUILDING O 1 /5D o/ t ° /o / I • • . •. . . O 14.1' PLANTING PIT e REAR P-CI-5LAb • I lyl� REAR P.G.SLAB ■ ► 6" IS" MIN. 6" V O N p c ° LYG MINOR TREE-5 U) r4 (tS 00 0 ,• COMMERCIAL PROPERTY COMMERCIAL PROPERTY O I , J USE:GHURCN ti p � F LU5E:CHURCH PROP FVBLIC WATERPUBLIC WATER w2' Q IP � F kLYG Q I � i i • � i � I 0 I PEAK OF ROOF LYG I PEAK OF ROOF I • PEAK OF ROOF I ■ PEAK OF ROOF �t I PEAK OF ROOF i u PEAK OF ROOF LYG EDGING ay I I I I • SHRUB BED SEED/500 a I I I � w N O SOIL: TOP.SOIL �i I s? PROPOSED Sw n ly �a� SCREEN PLANTINGS: w� PROPOSED FIRE ZONE SIGN • T TON PROPOSED ® SEE BUILDING MOUNT ►--1 ° ►—� ° PROPOSED O AT T ABV FIN 6RD MAX. QI' � PROPOSED ft NO PARKING ANYTIME' 516N 1% STY BUILDING f� 11/ STY BUILDING N 0 / (TYPICAL OF 2) , ` F.FL.EL.=20.5' PROPOSED © PLANTING BED - SHRUBS SEE MOUNTING DETAIL RFL.EL.=20.5' C O C (TYPICAL OF 2) PROPOSED © 0 k w/ o 0 I% STY BLDG N r , 1% STY BLDG ce / ° W LYG m r LYG SPECIFICATIONS FOR TREE PLANTING Q w F.FL EL =20.5' 0 . • a F.FL°EL°=20.5' o a a a D a o `• I. TREES SHALL BE OF WAR5ERY STOCK OF AN APPROVED SPECIES,ROM UNDER U. o� 'no _ a ❑ a a a Cj THE SAME CLIMATIC CONDITION5 A5 THE PARTICULAR SITE. THEY SHALL BE OF • PROPOSED FIRE LANE 2 LYG — a Q a D 5YMMETRICAL GROWTH,f�OF INSECT PEST AND DISEASE,5,11TABLE FOR LETTERING AND STRIPPING: VERN STREET TREE USE' V m No'13 W / / PAVEMENT LETTERING NO PARKING FIRE ZONE' vERH N6'B' d O /� + Il . PRO 05E 2. THE FINISHED GROWTHE AVERAGE DIAMETER SHALL BE A�NIIAH THREE(3)INCHES.AT A HEIGHT OF 51X INCHIE5 A� F�■'� O 1 0 $ INSTALL WHERE SHOWN LYG - - / m LYG 3. ALL PLANTING SHALL BE DONE IN CONFORMANCE WITH GOOD HORTICULTURAL .. • C� ( Y 7 y `� / +, Z o / SEE LETTERING AND STTZIPPING l5L q TCS: Z o PRACTICE. THE FOLLOWING 15 DECLARED TO BE 6000 HORTICULTURAL 1" PROP05ED �'�/ t ExP i : REQUIREMENTS,THI5 DWG (( • I m _, — +' b PA PRACTICE: 'RESERVE PARKING' SIGN (/ + sw /�$, PROP. ISLAND PLANTING AREA: ^^ w a u?/ O T B'ZONED PROPERTY w a ,x`11 5 VP NB'ZONED PROPERTY AND THE TREES BE STAKED WITH TWO(2)CEDAR POLES 5EMED TO THE h■-�� ss SEE MOUNTING DETAIL k (IS TYP OF 3 CENTER ISLANDS(21l S.F.EA) 4 V 0)THE TRUHK SHALL BE WRAPPED WITH BURLAP OR KRAFT PAPER TREE WRAP m_ �,,,/ I y V MJLTI IY_-E ZONE INCLUDING MULTI USE ZONE INCLLDIN6 (TYPICAL OF 4) � PROPOSED w PROP. 15LAND PLANTING AREA: O SINGLE FAMILY RESIDENCE N SINGLE FAMILY RESIDENCE (2)TREE�5E5>�LL BE TRANSPLANTED BALLED AND BURLAPPED,AND THE VACANT K VACANT 'FIRE ZONE" 516N /s r--' , _ ° P I kiD ANTIN : LOADIN6 AREA ISLAND,12b S.F. - BALL SHALL BE AT LEAST TWO AND ONE HALF(2 1/2)FEET IN DIAMETER. ° + J SEE POLE MOUNTED l`/ 3. - I OF TER 5LA 426 5.F. L (3)ALL TREE PITS SHALL BE BACKFILLED WUTN TOPSOIL. m X PIG OF ) = O • 12 A PROPOSED ° 4. ALL TREES L15TED UNDER(1)HEREOF 5HALL BE BRANCHED NOT LOWER THAN 51X 6 < COMMERCIAL PROPERTY i /p ++' Cop ^ / „r •, ,. _ m -J T P r_ 56REEN PLANTINGS: (b)FEET-WITH AN AVERAGE HEIGHT OF 10 TO 12 FEET WITH A MINIKH SPREAD X Z IL6E CEMETERY - \`/ , r- C8 +t ai r- _ • 18 TON OF TOP OF 4 FEET. - \ �/ �1 ` / / � r- ++ -n -� � m �- • 10 l o -- M � � x .� ° ---------_..,,._..Y w z Q +o' �_� �' ` ' 0' m •w °04 m +I.e 5 2018 ^li. . + ° z i.o MAY 2 w PROP05ED ASPHALT t CL �/ ROP E '5T I ' _ N O PROP05ED ASPHALT RO 5E IS ND `° DRIVE, PARKING AND O X DRIVE PARKING AND �' FOR PVMNT MARKING PTL, C` • � TYP.OF 4 ROADSIDE ISLANDS C= ` PROP. LANDSCAPE SEE DW6 5P4(TYP OF b) ` — MANEUVERING AREA PROP05ED (AREA: 2® 128 S.F.,145 5.F.AND 388 5°F) MANEUVERING AREA _ ,.,�,•,_,., ,-�,.,,_. BUFFER AREA: (31,638 SOFT) $ PROP05ED STOP 516N /s0 1 r- N PROP05EID (31,638 5Q.FT) 15LANP PLHTGS: WIDTH VARIES ^- O I � 5EE POLE MNTD PTL, `� L / = STREET TREES: TYP OF 2 8 O' PROP05ED c b AT ISLAND PLNTG5: PROPOSED lq0 SOFT. (() + W6 04(TYP OF b) ? `23 QB 8°q `Q • 4 PA • 6 AT ISLAND PLNTGS: ' l�� . 3 VA • q P • 12 AT + +J+ + + + + + . .LAYN• q 5 VP c70 4 A 8 PA , + + + + + c� + + ++,+ ++++++,,,+ CM " ° :. `.` • 4 • II VA p REINFORGEDRUBBI3R lL1 s w RED OAK • �1 VP p / DOUBLE 57" HOSE,2 PIE(E5 +++ ® _ • 12 WIRE TWISTED ° x� o + + w PROPOSED 5VI PL.SIDEWALK 40' ' k.a' �� 0 STGPLRE +++ ++. w w DExALK ® , + Ii�IIIIiiI O.G. MA ° Tr .'`V�N1` PROP05ED 5'W PL.5I PLANTING P I T o STS LRE .••LPYN'•` PROPOSED ASPAULi APRON `' r III LIiu4 I�IIIIIIIII.., •.. ° •dAYN` ENGINEER: PROPOSER ® / . N 11 PROPosED PL.LURE � �II„I ° 8V° ' ' . .• o ” ASPAU.i APRON '' xZ0.7 N 09 0O„ PROPOSER PL.LURB • PROPOSED SW PL.SIDEWALK STREET TREES N oO9'00 � x PROPOSED SW PL.51 II a II."� ASPAIlLT APRON II 5176V�K �CM ^�O. ' .• l�` IIIIII PROF{�.�ED ASPAl1Li APRON � � .SN F"N CM N 86 DEWALK 1 81 pF f-0 PROPOSED NEW S UFF O L j{ PROPOSED PL.CLRB 1! T �T 290.81' of AVENUE ON T� NEW SUFFOLK AVENUE PDDPL 1 x ON 2'TO 3'MIN.CALIPER VARIES) S 1 C NAGE PLAN LANDSGAPE PLAN �` CENTER LIRE CENTER LINE b"ABOVE GROUND d V LONG CEDAR STAKE Z 20 10 O 20 40 60 w' m GRAPHIC SCALE 1" = 20'-O" 30 15 O 30 60 q0 MULCH GRAPHIC SCALE 1" = 30'-0" b'SAtIGER 2 " 3 9S RESERVED ROF E S S\�� PARKING :TOP: IL:. JEFFREY T. BUTLER, P.E. STOP (� § 280-q3 Front landscaped area. L005EN��, ,,.�•,//• ~► / AROUND TRUNK F-�I IRRIGATION NOTE: A front landscaped - all zoning districts.The required landscaped area shall be covered with \ :::. \� O ALL LANDSCAPE AREAS ARE TO HAVE AUTOM,�TIG grass or other ground cover and shall include appropriate trees and shrubs.As a minimum,in all .o z \/ '� 3"MIN O Z Q nonresidential districts and In the Hamlet Density Residential and R-40 Low-Density Residential �/\ PACCVESSMLE p IRRIGATION 5Y5TEM5 INSTALLED AND MAINTAINED Districts one shade tree havi a tali r of two inches shall be lanted within the fr : ':: :::;: `:;: ' '8.0.516N landscaped area for each 4 feet or fraction thereof of lot frontage. Ont \ \\/i��// /\\\ ///, TOP 501L Z O 10'-0" MIN 30"x30' LANDSCAPE APE SHED E A. -NOT APPLICABLE (25�h1ANI1RE) Z Jl 5I6M POST STOP SIGN 1 I B. b' 2'-i"MIN. b" JL Nonresidential districts. In all nonresidential districts,there shall be a landscaped strip in the MIN. BALI- MIN, a O Q CALPOSANIZED 1 I KAY OTY BOTANICAL NAME COMMON NAME S 5PACING front yard area,9S'STRIP PROVIDED Uj O I Z Lu 6"DEEP SHADE TREE 280-14 Transition buffer area. = j } 1 ( GONGRETT_GAP 1 QB 23 QUERCUS BOREALIS RED OAK 2 1/2'-3'GAL. 40'OL.MAX LANOSGAPE AREA GALL: �t o Z � The purpose of the transition buffer area is to provide privacy from noise,headlight glare and � � —_ visual Intrusion to residential dwellings.A buffer area shall be,required along all boundaries of a AREA OF 51TE: 11285 50.FT. Q O I < OL 6"m 6ALV.STEEL Q 0a5 nonresidential lot gutting any lot in a residential district.Such buffer area shall comply with at MIN. LAND5CAPE AREA REQUIRED = 25% IcI,324 50.FT. O I� D_ PIPE,SCHEDULE 40 I I i- least the following minimum standards: - m I 1 ( INS PERIMETER LANDSCAPE AREA = 15,135 50.FT. A. -NOT APPLICABLE (OTHER THAN INTERIOR AND BUFFER AREAS) U Z W O C) < YKIDW EVERGREEN TREE E. WOODED AREA TO REMAIN (NE CORNER) = 3,586 50.FT. Q Z } — SANDFILL TON 25 THUJA 00GIDENTALI5 DARK AMERICAN 5'-6' 4'OL. The minimum width of buffer areas shall be: Hamlet Business District -4 feet. SUB TL LANDSCAPE AREA PROVIDED = 25.01% Iq,331 50.FT. Z Q 'N16RA' ARBORVITAE 4'STRIP PROVIDED < V Z f GEMENT WASH I I LYG 12 CALLITROP515 LEYLANDII LEYAND CYPRESS 5'-b' 15'O.G. G. ADDITIONAL LAND5GAPE AREA PROVIDED: V J p 2'-0" SLOPED TO DRAIN The buffer area shall be, of evergreen planting of such type,height,spacing and arrangement a5, INTERIOR LAN05GAPE AREA = 1,218 50.FT. Z O N PARKING gr P 9 yp g � � n9 �''9 u- � GRADE I SURFACE LYG in the judgment of the Planning Board,will effectively screen the activity on the lot from the LANDSCAPE BUFFER AREA = 190 SOFT � !l v N I OTON • neighboring residential area.As a minimum,the planting shall consist of a double row of trees six SUB TL LAN05GAPE AREA PROVIDED = 2.6890 2,066 5O FT. O feet in height planted at intervals of 10 feet on center.Nonevergreen planting may be included N O 1 1 \�� I I I ; I 1 a. ( I I I to supplement evergreen planting,but not to take Its place. A landscaped earthen berm,wall or TL LANDSCAPE AREA PROVIDED = 21.bb% 21,3clq 50.FT. 3 r 1� SHRUB fence of a location,height,design and materials approved by the Planning Board may be w LW LL O JJ \\�\ 4000 P.S.I.AIR Q 5V 1 5YRIN6A V11L6ARI5 COMMON PURPLE LILAC 5'MIN. 6'O.G. accepted for any portion of the required planting and/or buffer area. Z O FIRE LANE NOTES; a a `. l �� ENTRAINED GONG. I iv SINGLE ROW OF EVERGREEN PLMTIN66 PROVIDED W/6'STOCKADE FENCE TO AID IN Q CURB @ FIRE LANE TO BE PAINTED: TRAFFIC,YELLOW 4 e:• �� FOOTING AT 28 DAYS I 4 /j, `� 5V SGREENIN6 www.dlgnoefiycui.com �+ Z § 280-q5 Landsca ed arkin area. of NEW YORK CITU www.call811.com Z FIRE LANE 5TRIPPING Th a \ . e p P g r�-, m °. LINE WIDTH - MIN 4" POST TO END 1 In addition to the front landscaped area and buffer area requirements,parking areas shall &LONG ISLAND (for other states) `.J � a. I I 6 E�aow GRADE Q m comply with the follows minimum standards: q g i"( O (] OFFSET FROM CURB - MIN 48 a PA 8 PLGS. PENNISEIUM ALOPEGUR01DE5 DWARF FOUNTAIN GRASS 2 GAL. 2 oG. p y "� Dy 800-272-4480 1 811 v L I NE5 PERP TO GURB - 10' OG MAX I I <•.. . �'� ��/�� /�� *PA A. LETTER 51ZE - Ib" MINS COVER All uses required to provide 20 or more off-street parking spaces shall have at least 10 By law,excavators and contractors working in For safety reasons,homeowners are strongly i square feet of interior landscaping within the paved portion of the parking area for each VA 3q VAGGINIUM AN6U5TIFOLIUM LOWl361-1 BLUEBERRY I GAL. TOL. the five boroughs of New York City and Nassau encouraged to call as well when planning any PAGE : 51GNAGE; parking space and at least one tree with a two-inch caliper for every l0 parking spaces or and Suffolk Counties on Long Island must type of digging on their property. 516N5 TO BE WALL OR POLE MOUNTED L J POST MOUNTED AT bq A5GLEPIA5 TU13ER05A BUTTERFLY WEED 16AL. TOL. fraction thereof.Each separate landscaped area shall contain a minimum of 100 square feet, contact DigNet,1-800-272-4480 or 811,at least Homeowners can contact us directly at INSTALLED 50' APART MAXIMUM AND 15' MAX FROM CURB VP b0 VIOLA PENDATA BIlRD5 FOOT VIOLET I SAL. 2'OL. shall have a minimum dimension of at least eight feet,shall be planted with grass or shrubs and 48 hours but no more than 10 working days 1-800-272-4480 or by calling 811,the STOP SIGN DETAIL (b PG5/5YMBOL) shall Include at least one tree of not less than two-inch caliper. (excluding weekends and legal holidays)prior national call before you dig number.For (5EE DETAIL - 51MILAR P05T IN5TALLATION,THI5 DWG) 500 118,211 SOFT. LAWN to beginning an mechanized dl p pe 3 ■ _ �_ �: 80 PARKING 5PAGE5 PROVIDED 9 9 Y digging or excavation work completed on personal L BOLLARDW/ SCALE: /a - I O excavation work to ensure underground lines property,it is the contractor's 80 SP x 10 SOFT.LNDSCP AREA= 800 SOFT.OF INTERIOR LN5GP REQ'D are marked.Excavators and contractors can responsibility--NOT the homeowner's--to ALL PARKING LOT STRIPING TO BE PAINTED HANDICAP SIGN VA ��AT SVP 50p INTERIOR LANDSCAPE AREA PROVIDE = 1,218 5Q FT. also submit locate requests online,through contact DigNet.Having utility Vines marked UP'. �V` ITIC.If you do not currently use ITIC,please prior to digging is free of charge. P4 WITH KRYLON LINE UP. IN PARKING AREAS call 1-800-524-7603 for more information. FOLLOW MANUFACTURE PRODUCT GUIDE. SCALE: 1'-0" 0f g PROPOSED BUILDING MOUNTED FIXTURES: Statistics Description Symbol Avg Max Min Max/Min Avg/Min PND CM LIGHTING FIXTURE 'A' LIGHTING FIXTURES'J LIGHTING FIXTURE 'C' Parking AFG + 1.07 fc 4.86 fc 0.01 fc 486.0:1 107.0:1 cj4� ,54 o GNlLED13YAC11B WPLEDSY Property Line + 0.01 fc 0.05 fc 0.00 fc N/A IN i o0 . _. . ..-. ..._ ANLED10YW Rear of Bldg �- 1.18 fc 4.17 fc 0.01 fc x}17.0:1 118.0:1 p O2 / WOODS / 00 �".' .01 00 ' 1 PROPOSED FIXTURED \ i WALL MOUNTED FIXTURE01 . f d 1 �\ •\\ O o LITHONIA MODEL No. - O 05XWI LED IOG 350 30K T25 MVOLT 01O� WARM LIGHT(3000K),]HINTS HT'®1.5'ABV GRD PROPOSED FIXTURE 'B' / / / / / TYPIGAL 2 PLACES S MODEL No.WPLED5Y o� 4 (2) LED 5W WALLPAGK, D0 6.01 / / / FOR FIX INFO SEE 56H t DTL,THI5 DWG 01 Z v WARM LIGHT(3000K),MNTG HT® 1.5 ABV GRD FOR FIXTURE INFO SEE 5GH t DTL,THIS DWG }� (n / 13&26 Watt Angled Cone Shade LED Gooseneck Luminaire designed to match the ; I 0 01 architecture of Main Street storefronts and building perimeters.LED Gooseneck p p 6.01 6.01 6.02 6. 6.05 6.10 01 9 �k / / / / / / Cone Shade with 24"Goose Arm Style 1. o Q 19 11' VIBE // / LED 5W Wallpacks.Patent Pending thermal management system.100,000 hour u a S 84 0 / A, F IyAY •01 Color:Black Weight:11.0 lbs L70 fifes an.5 Year Warrant -T R1GN1 0 ��, 4p p y' Low profile vandal resistant fixture covers the footprint of most traditional canopy E Q� 6.02 t02 6.03 6.05 6.08 6.14 6.24 15.36 �.44 01 OO � �" i Color:Bronze Weight:2.0 lbs lights.Available in flat or drop lens with frosted and unfrosted options. w Q DIRT nVEVAY �� 02 O o 0 CXISTING S10NE WALE Color:White Weight:12.0 lbs O i5 O f CM 0.00 0 19ui FRAME BUILDjNG / 6.07 6.08 6.08 .09 6.11 6.14 6.22 6.37 15.54 6.71 6.75 44 4.17 00 caw 4 N t� 0 03 Driver Info LED Info Driver Info LED Info O O O 0 0 FCM Type: Constant Current Watts: 13W 0.00 � yP Dimensions �.29 6.68 6.85 �.8 6.79 6.77 6.62 6.64 6.75 6.92 #.09 1.20 6.66 Type: Constant Current Watts: 5W 02 01 120V: 0.3A Color Temp: 3000K y 12° 0\ O 2 0 • 208V: 0.3A Color Accuracy: 66 CRI 120V: 0.18A Color Temp: 3000K 305 mm -U 0.00 'Br �O . 240V: 0.3A L70 Lifespan: 100000 208V0.18A Color Accuracy: 88 CRI 6.45 T.45 4.17 �59 .25 X.54 . .41 . .011 03 5 02 277V: 0.15A Lumens: 344 240V: 0.18A L70 Lifespan: 100000 'A' rBr rDr i /r Input Watts: 16W Efficacy: 22 LPW 277V: N/A Lumens: 128 1 0.00 p1��, Efficiency: 83% Input Watts: 5W Efficacy: 24 LPW 4 3/4 rAr Q, #.86 �34 �.63i .34 •6.86 00 1 Efficiency: 94% 121 mm 12" COMMERCIAL PRDPERTY r ' 00 n' ILL 1 305 mm USE CHURCH ` ' Y PRO LL o LED 3��tALL MOUNTED'A' s 1.59 1.65 T -- 1 PUBLIC VAIER 2 p Q 6005ENE6K FIXTURE, a o •g 00 0 0 MODEL No.6NILED13Y5ACII13 p �'� i S- RM LIGHT(3DDOKJ, d n9,°51 i I 12!(rTt T.62 x.61 6.2t; �. o 6*70 0 a.s- �_ 0 MNT6 H ❑T® 30.25'ABV 6RD w n r 11.4 cm (J � 0 0 r v TYPICAL 6 PLACES 1 _=�\• --� „__ �I FOR FIX INFO SEE 5GH t DTL,THI5 DW6 84 1. 1.6 1.301 .01 0.45 00 1 `� Driver Info LED Info PEAK OF ROOF • PROPOSED FIXTURE 'G' , i Type: Constant Current Watts: 10W 0.0 PEAK OF ROOF "rNP9 `` I 120V: 0.30A Color Temp: 3000K .88 t'T.72 �7 .301 t.90 00 SINGLE FIXTURE-POLE MOUNT °' I ' .-""T LED AREA LIGHT, 2A W8 { BY6 �__'. '. _ j f' 208V: 0.20A Color Accuracy 75 CRI J PEAK OF ROOF _ f a61 12 i Un �� z 0.00 o LITHONIA MODEL No.D5XI LED P5 30K BLC,MVOLT "26 i - "-- -_ 240V: 0.17A L70 Lifespan: 100000 T.64 .691 T. o WARM LIGHT(3000K),MNTG HT 0 20.O'ABV GRD 277V: 0.15A Lumens: 1636 • TYPICAL 3 PLACES i Input Watts: 13W Efficacy: 125 LPW v /f _-.- .__ Efficient ° C 0.00 0'L FOR FIX INFO SEE 5GH 4 DTL,THI5 DWG t r _._--- ..- 3 y: 76/° _...- LL T.28 T. 3 97' 6. 01 � v � • C + o o 0.00 - m OQ o 6.6o Bs # 9 l.,si 6.so • 02 I LIGHTING FIXTURE 'D'CL C\11) Cl 'CLL A-+ 0.00 Q r �' r,; Q o0o • � '�' .016.61 6.80 .86 ).56 0.00 �0 D-Series Size 1 E . UT ssLE .10+ 0� 0 6.71 o1 LED Wall LJminaire 0..00 PROPOSED N 3 PROPOSED Fp'+�"•^ �(YL � o ~ o•,o+ +0.2o PROPOSED FIXTURE 'G' 1 0' 6•sa 6.76 O .01 � ".' �' 1/2 STY BUILDING PARKING AREA FIXTURE: ' tl9facts W m X Ate-. v.rtnrt facts 4 0.00 50 (1-1) LED IOW GANOPY CEILING FIXTURE, F.FL•EL. - 20.5, FOR FIXTURE SPECIFICATIONS r< Q 6. MODEL No.VANLEDIOYW,WARM LIGHT(3000K), - PROPOSED ® O ►-� Lu v 0.10+ MOUNTING HT 0 12.0'ABV GRD IN FIXTURE SCHEDULE, �.75 6•g1 x.08 6 .01 THIS DWG d'set-ies r X Z �-- v0.01 + 20 + FOR FIX INFO SEE 5GH t DTL,THIS DWG 1% STY BLDG 7 _ - D-Series SS i ze 'REAR LIGHTING',SEE FIXTURE Specifications M I Q Q 1.0 0 SHIELD MOV15ION TO PREVENT o W 0.10 650 F.FL.EL. = 20.5 '3 \._ 2 LED Area Luminaire 5GHEOULE,THI50115FOR Luminaire Back Box (BBW, ELCW) • 2 J 0.01 +2.0 W 0 + Q 5.0+ Q Q (1 1)rC' �\ LOCATIONS WHERE REQUIRED Width: Weight: Width: / O LU r 7.:° Weight: 7 � + ❑ ❑ Q ❑ ❑ + i15 1.98 .01 ,- r , \ MOUNTING ARM 13,3 12 lbs 13-3/4" EL W 5'b U -� _ 5.0 ❑ ( 1 t �i iw4 7igmg �rr"�' Depth: 10 Depth: 4" ELCW 1 ,hs E 4L O d) MOP05M FIXTURE 'E' / 0.01 0.10 J o o / .30 62 4 1 4.1 T' T ❑ ❑ ❑ +5.001 1 �C� d:aer{ps •+- • r�•sy i�cts a 4 LIGHT POLE P P g SINGLE FIXTURE-POLE MOUNT LED A LI C 4.11 4.09 4.09 ❑+5.0 ❑ socT' 6-3/8 Weight: _/ 4.0 ❑ �73 X1.38 .7 / 1 Height: 6-3/8+ Height: 6-3.8" �`� V LITHONIA RSA Ib 5C,DMIgAS DDBXD UAB LITHONIA MODEL No.05XI LED PI 30K LT H5 0D1 0.1ti_� ¢ 640 20 22 A 5 •7 os .08 a.os ti Ll 0 TYPICAL 1 PLACES f - WARM LI6HT(3000K),MNT6 HT® 20. 5 �.2 �.2 .07 07 - TYPICAL I PLACE W 2� 19 19 21 11.22 21 20 ++ 09 ,{ z .70 1.58 / .01 Specifications -' i 0 -I ° FOR FIX INFO SEE SGH t DTL,THIS D 0.01 _ .30 83 6. 7 .50 21 + + • yir 7�T��'�'�'7T�� O EPA: � �___ j H ' C 1 � .4 6.7 �.20 �.15 6.7 . 7 .1z o llilllli .. L 71 6.85 6.93 6.99 12 * 19 .31 }} G Ol Length; z eF'. 00 98 1, _ Q W For V4"N"'sida,Ootry 0.01 .07 6.49 6.42 6.65 6.70 6.60 6.70 6.70 �- 9 6.6 6.6 T.28 6.99 .70 .67 } Width: 13" - L cn d r,gewn^y 0.02 6.04 6.72 6.66 6.74 6.93 T.11 #.22 T.20 .11 T.12 6.99 #.10 6.96 �. + #.37 .13 �-01 �73 T.87 .01 Height �;�.;: , -- --- , 4'x6"HANDHOLE 6.73 6.89 6.92 6.84 6.80 6.80 6.72 6.91 6.82 .07 6.80 6.63 6.50 6.43 6.34 Ykrght t�,e5 / I - WITH COVER r';,;• 0.02 6.05 �.42 �.74 #.96 t.87 T.93 #.86 6.63 �.16 �.07 �.68 �.48 �.12 .Ot GINEERr �. OF N I=W 6.99 .21 .77 .46 .11 6.81 6.67 6.51 6.31 6.33 0T 9 o .17 .00 6 87 6. 4 0.09 6.7 6.84 .1 s 6.s7 #.os _ 003 6.t)5 + .17 .34 i .01 �.47 �.7 .85 .6 .25 .69 .17 X2.15 #.16 1 y .01 .48 .54 .30 #03 f T.72 �.31 6.97 6.67 1.23 6. 2 6.7 6.89 T•21 T•6 .18 1 47 37 8 6.5 84 t•14 x.50 02 JEFFREY T. BUTLER, P.E. 15 NOT RESPONSIBLE FOR SAFETY * � 0.03 6.06 6.12 68 39 �.g X42 95 '30 670 0 AND SECURITY R15K5 DUE TO INADEEQUATF LIGHT LEVELS. THIS II I I I! r p + W 6.95 51 69 45 T'41 t•02 6.71 52 00 15 NOT A RECOMMENDED LIGHT LAYOUT. IT 15 A DE51ON C7 - COMMERCIAL PROPERTY T10 6. 7 m " 6.8 #'07 �•54 �.1 + ❑ 643 �• 3 6'S �� 4 6.85 �•05 6.88 .01 � � BASED UPON THE TOWN OF 50lJTHOLD CODE - SECTION 172 USE CEMEIERY 612 'Er •60 X3.38 4 ° 732 6.50 p - L16HTIN6, OUTDOOR (� 0.04 6.06 6.12 .38 .55 #.75 .54 26 . 9 .1 �r 2.79 .35 .76 .20 6.78 .54 49 �. 2 W_ M I I I I ! A 34 P�• .31 F 6•s �. 2 6.7z 6-s2 s7 Loo FIN15HED GRADE II I I 'S'0/� Ss1Cr? 3 0 0.04 .74 .3 .69 .44 125 6.10 #.17 .38 .53 t 4. 1 48 .1 .81 .33 I .40 6 7• O NOTE: #40 . 4 1.6 #.21 6.79 .54 M /i� � 77 x'09 .5 x.01 50 6' 2 6.7 // 1 6.70 ALL EXTERIOR LIGHTING TO BE ON A TIMER SET TO: " I I I JEFFREY T. BUTLER, P.E. x.50 6.73 01 O 5/8 mx48 LONG II I I I 0.05 11 6.93 ' 89 �.3 �.64 08 r^ TURN ON @ DUSK AND GO OFF @ 8PM. HARD DRAWN GALVANIZED STEEL Q .08 .21 34 #•36 48 #48 04 6'71 .51 646 / 5 .01 v, ANCHOR BOLTS,4 REQ'D/BASE I I I ! #.82 1.24 �.61 �.90 �. 8 15.8 X04 �.21 3.71 4.11 4.08 3.72 .15 6.80 6.79 6.08 6.66 6.70 6.80 �.00 �.61 �.95 1.43 / 3• II II T.22 t.54#54 2106 2}65 40 02 6.67 6.46 6.40 6.49 - 24"DIAMETER CONCRETE I I I O .72 �.97 +4,33 4.33 6'72 6.99 •11 t20 T.33 .01 FOUNDATION(POUR P51 MIN) II I I I! - F- 7 x.68 �.10 �•6 1.23 t 6'`85 6• � PRECAST OR POURED L� I I � �' � � � O.A3 06 15.37 15.46 6.53 �.72 _.. _.._ _. . .. _...-....._, t� 6.67 1.24 15.87 6.59 6.41 6.34 6.43 6.67 T.03 PROVIDE M4 VERTICAL REBAR, II I I _..ft . +I t ^Q/ ` 6.94 .31 .95 2.89 3.42 .47 .01 3 GLR COVER 1 i 11 r l t' ( I i. Z LK r 6.96 �.16 4.24 �.69 X2.03 .115 ,%\\ . 6.55 6.27 �36 t.78 t.43 6.91 1-' . . LL. Q 0.02 �. 5 6.3 6.32 �.15 6.65 6.41 15.69 .26 C - - � �\ - - - � 'u 'I': CJ 2[]�8 6.35 6.43 6.60 6.79 .01 #38 6.45 6.32 6'30 22 AREA LIGHT DETAIL MAY 2 - U 1 3 Qr.4 .37 59 .4 .99 .79 01 PROPOSED FI RE 'H' I a I i I LU v 0.01 �. 5 6.1 .1 6.90 O -_ 6.19 6.20 'G+ �. 1 6.58 .SIS 6 � Z 6.22 6.27 6.33 42 6'S0 6.40 29 22 51NGLE FIXTURE-POLE MOUNT LED AREA LIGHT, NOT TO 5GALE .....ri__...... _...e..n.____W�. } 58 g 6.3 6. 3 6.3 6•s 0.01 LITHONIA MODEL No.05XI LED PI 30K LCGO MVOLT CONDUIT hYPIGAL) 2,-0"� ;5 = I K Z O 15.3 6.46 6.48 6.6 .40 .39 .61 AGB WARM LIGHT(3000K),MNT6 HT®20.O'ABV GRD 0.01 �.4 LJ01 6.36 6.25 6.21 'H, TYPICAL I PLACE Q 1 < 6.0 .0 .0 .0 6.22 6.19 .15 �13 1 1 1 •1 1 6.3 6.5 } 0.01 FOR FIX INFO SEE 56H 4 DTL,TH15 DW6 X O � CLX .1 .08 .08 6.0 6.07 �.03 �.46 1.39 .78 � � Q � 'tel Q 0.01 0.01 0.01 0. 1 00.01 0.01 6'os 6.0 6.08 Luminaire Schedule ^ < W 0.03 0.04 0. 00.05 '07 •07 7 0.05 0.05 0.05 0. 5 00.04 .08 •0 0 0 0 i--�•1 .. 0.04 0.04 0.04 0.04 04 '0 6.0 03 02 0.01 Sipbol Tag Qty Lobel Arrangement TI Lamp Lumens Lum. Lumens LLF Description MNT6 HT. Lum./Watts Arr.Watts Total Watts } - .. 0.04o 04 0.04 .03 6.02 .02 Z PROP05ED 5'W P.G.SIDEWALK I01111IINIII.a' 0'0a •03 0.02 0.02 .02 0 o z� +0.02FULL CUTOFF,FULL*(SHIELDED u 0.02 0.02 0.01 001 0- A 6 6NIL.EDI35AGI IB SINGLE 2p64 344 1.000 13W ANGLED GONE SHADE 30.25' 22.0 13.0 18.0 � � < z + + 00►.0 . WARM L16HT(30001) LED 6005ENWK LUMINAIRE F-•-1 < V �-- o 1 1 J PROPOSED 5'W P.G.SIDEWALK I Ind , PPOP05ED P.G.CURB ROP. CM 0 5 2 HAM5Y SINGLE 256 128 1.000 LED 5W WALLPAGK 1S" 24.0 5.0 IOD V 1!111111 SIDEWALK Z O N N WARM LIGHT(30001) FULL CUTOFF,FULLY SHIELD® RAB NOTES: PROP SED P.G.CURB Icl� NEW G`�T T��O C] G 16 VANLEDIOYW SINGLE 21,812 Ib36 1.000 LED IOW CANOPY FIXTURE 12 YI.O IOD IlOD `.J � � u- � r *THE LI6HT L055 FACTOR(LLF)15 A PRODUCT OF MANY VARIABLES,ONLY SUFFOLK LK AVENUE PROP05E2 FIXTURE 'F' LAMP LUMEN DEPREGIATIDN(LLD)HAS BEEN APPLIED TO THE GALGIULATED WARM LIGHT("d0001) FULL CUTOFF,FUJ_Y SHIELDED � � In � � Q RESULTS UNLE55 OTHERWISE NOTED. THE LLD 15 THE RESULT(CALL LA DOABLE FIXTURE 0 I80"-POLE MOUNT LED AREA LIGHT, Schedule 1-1 X - �-- LITHONIA MODEL No.D5XI LED P2 30K T35 MVOLT LU O OF MEAN LUMEN5/INITIAL LUMEN5 PER LAMP MANUFACTURE R5 WARM LIGHT(3000K),MNTG HT 0 20.0'ABV GRD Symbol Label Quantity Manufacturer Catalog Number Description Lamp Filename Light Loss Factor Wattage Z SPEGIFIGATTONS. TYPICAL I PLACE Lithonia Lighting DSXW1 LED 10C 350 DSXW1 LED WITH 1 10 LED LED 3000K DSXW1 LED 10C 350 1 13.3 Z lU *ILLUMINATION VALUES SHOWN(IN FOOTGANDLE5)ARE THE PREDICTED THE L16HTIN6 ANALYSIS,EZ-LAYOUT,ENERGY ANALY515 AND/OR V15UAL FOR FIX INFO SEE 5GH t DTL,THIS DWG 2 9 9 LIGHT C ) _ _ _ _ RESULTS FOR PLANES OF CALCULATION EITHER HORIZONTAL,VERTICAL OR 51M ILATION5("LIGHTING DE5160 PROVIDED BY RAB LIGHTING,TNG.('RAB') LITHONIA NOTES: o O 30K T2S MVOLT OPTIC, 000KE@ 350mA?S 30K_T2S_MVOLT.ies Z (� � INCLINED A5 DE516HATED IN THE CALCULATION SUMMARY. METER REPRESENTS AND ANTICIPATED PREDIGTTON OF LIGHTING SYSTEMQ O L ORIENTATION 15 NORMAL TO THE PLANE OF CALCULATION. PERFORMANGE BASED UPON DESIGN PARAMETERS AND INFORMATION I. THESE LIGHTING CALCULATIONS ARE NOT A 5UB5TITUTE FOR INDEPENDENT LIGHTING PLAN E3 1 Lithonia Lighting DSX1 LED P2 30K T3S DSX1 LED P2 30K T3S MVOLT LED 3000K DSX1_LED_P2_30K_T3 1 140 l� PROVIDED 13Y OTHERS. THESE DESIGN PARAMETERS AND INFORMATION ENGINEERING ANALY515 OF LIGHTING SUITABILITY AND SAFETY. F MVOLT S MVOLT.ies *THE CALCULATED RESULTS OF THIS LI6HTIN6 51MULATION REPRE5ENT5 AND PROVIDED BY OTHERS HAVE NOT BEEN FIELD VERIFIED BY RAB AND 2. THI5 PHOTOMETRIC LAYOUT WAS CALCULATED ZING SPECIFIC CRITERIA, 0 Pole _ ANTICIPATED PREDICTION OF SYSTEM PERFORMANGE. ACTUAL MEASURED THEREFORE ACTUAL MEASURED RESULTS MAY VARY FROM THE ACTUAL FIELD ANY DEVIATIONS FROM STATED PARAMETERS WILL AFFECT ACTUAL RESULTS MAY VARY FROM THE ANTICIPATED PERFORMANCE AND ARE CONDITIONS. RAB RECOMMENDS THAT DE516N PARAMETERS AND OTHER PERFORMANCE. Lithonia Lighting DSX1 LED P1 30K DSX1 LED P1 30K T5M MVOLT LED 3000K DSX1_LED_P1 30K T5 1 54 SUBJECT TO MEANS AND METHODS WHICH ARE BEYOND THE CONTROL OF INFORMATION BE FIELD VERIFIED THE REOUGE VARIATION. 3. ALL OUANTITIE5 ARE BASED ON FIXTURES SHOWN IN THE LI6HTIN6 20 10 O 20 40 60 ❑ E T5M MVOLT HS with houseside shield M MVOLT_HS.ies PA(5E : RAB LIGHTING,INC. RAB NEITHER WARRANTEES,EITHER IMPLIED OR STATED WITH REGARD TO ACTUAL CALCULATIONS ONLY. GRAPHIC 5GALE I" = 20'-O" B Pole - MEASURED L164-IT LEVELS OR ENER6Y CONSUMPTION LEVELS AS COMPARED 4. THESE CALCULATIONS ARE BASED ON L15TED FIXTURE ONLY. *MOUNTING HEIGHT DETERMINATION 15 JOB SITE 5PEGIFIC,OUR LIGHTING TD THOSE ILLUSTRATED BY THE LIISHTIN6 OB16K RAB NEITHER WARRANTEE5, SUBSTITUTIONS OF THESE FIXTURES V0105 ALL CALCULATIONS. 3 Lithonia Lighting DSX1 LED P2 30K BLC DSX1 LED P2 30K BLC MVOLT LED 3000K DSX1_LED_P2_30K BL 1 70 SIM)LATION5 A55UME A MOUNTING HEIGHT(INSERTION POINT OF THE EITHER IMPLIED OR STATED,NOR REPRESENTS THE APPROPRIATENESS, 5. ACUITY BRANDS L16HTINO RESERVES THE RIGHT TO WITHDRAW THESE ❑ G MVOLT C MVOLT.ies LUMINAIRE SYMBOL)TO BE TAKEN AT THE TOP OF THE SYMBOL FOR COMPLETENESS OR SUITABILITY OF THE L16HTI%PB16N INTENT AS COPYRIGHTED LIGHTING PLANS FROM PUBLIC,RECORD IF 13 Poles - GEILING MOUNTED LUMINARIES AND AT THE BOTTOM OF THE SYMBOL FOR COMPLIANT WITH ANY APPLICABLE RE6ULATORY GODE REQUIREMENTS WITH 5U85TITUTION5 OCCUR. ALL OTHER LUMINAIRE MOUNTING GONFI6URATION5. THE EXCEPTION OF TH05E SPECIFICALLY STATED ON pRAWIN65 CREATED fi. ALL SUBSTITUTIONS REC>d111RE NEW GALGULAIIONS BASED ON THE Lithonia Lighting DSX1 LED P1 30K DSX1 LED P1 30K LCCO MVOLT LED 3000K DSX1_LEDP1 30K LC 1 54 _D5 AND SUBMITTED BY RAB. THE L16HTIN6 DE516N 15155UER IN MOLE OR IN FIXTURES SUPPLIED. ❑ H LCCO MVOLT CO MVOLT_Aes *RAB LIGHTING,INC,.LUMINAIRE AND PRODUCT DE516W5 ARE PROTECTED PART,A5 ADVISORY DOCUMENTS FOR INFORMATIONAL PURPOSES AND 15 NOT 1. LIGHT FIXTURE LOGATION5,QUANTIT1E5,ORIENTATIONS AND TYPES MAY o Pole UNDER U5.AND INTERNATIONAL INTELLECTUAL PROPERTY LAWS. INTENDED FOR GON5TRIUGTION NOR AS BEIN6 PART OF A PROJEGT'5 VARY FROM TH05E OF ACTUAL JOB 51TE INSTALLATIONS PATENTS 155W OR PENDING APPLY. CON5TRUGTI0N DOCUMENT PACKAGE. 0 '5 SAND BAG OR SYMBOL WOVEN WIRE FENCE SYMBOL 2' MINIMUM ALTERNATE ,WEIGHT 2'X4' WOOD FRAME (MIN. 14 1/2 GAUGE 50hfIN• EXISTING LENGTH OF 2"X4" lo'MAX.G.To c. W/ MAX. 6" MESH - PAVEMENT '0 yg iJ r ) __ / 2" x 4" WEIR j - - STAKE 36" MIN. LENGTH FENCE EXISTING _/ FILTER MOUNTABLE of NEW YORK CITY 2" STONE ° D ° ° ° n 'v FABRIC PO5T5 DRIVEN MIN. W' GROUND CLOTH PROFILE ERM H 2" x 4" SPACER \\\ -� INTO GROUND. (OPTIONAL) 800-272-4480 ISLAND811 FILTER CLOT �_ 3 WIRE MESH 5o MIN z D �_ _ - a HEIGHT OF FILTER z www.dignetnycli.com - �1III °v I = Ib"MIN. or ° ° D INLET TO v EXISTING www.Call8ll.com tn Ln -IIII_-IT-1I I-III' p v vy� v �v GROUND (for other states) U) PIPE 1111==H11 H-11 oo ��v0 v0�y y q, �€ ii 6' MAXIMUM 4, a. 12'MIN EXISTING By law,excavators and contractors working in the p p p SPAGING `� PAVEMENT five boroughs of New York City and Nassau and S S s OF 2"X4" SPAGER5\ DROP INLET BURIED FABRIC Suffolk Counties on Long Island must contact PERSPECTIVE VIEW q WITH GATE DigNet,1-800-272-4480 or 811,at least 48 hours 211 X 411ANCHORS �-- I v FSE " PLAN VIEW o but no more than 10 working days or to beginning l � v v 36 MIN. FENCE POST _ weekends and legal holidays) WOVEN WIRE FENCE (MIN. 14 1/2 any mechanized digging or excavation work to R LL �j S�- GAUGE W/ MAX. 6" MESH ensure underground lines are marked. 9 DIST, r Excavators and contractors can also submit i'` SPACING) WITH FILTER CLOTH STONE-�-� I I I I I I 3 FLOW GONSTRUGTI ON SPEG I F I GATT ONS locate requests online,through ITIC.If you do not currently use ITIC,please call 1-800-524-7603 for more information. nn _ z �- UNDISTURBED GROUND I.STONE 51ZE -U5E 2" STONE,OR RECLAIMED OR REGYGLED CONCRETE EQUIVALENT. 0 0 0 0 �� GATHER EXCESS COMPACTED 501E For safety reasons,homeowners are strongly N CLOTH 2 X 4 �-amim AT CORNERS III I � 2. LENGTH - NOT LE55 THAN 50 FEET(EXCEPT ON A 51N6LE RE5IDENGE LOT WHERE encouraged to call as well when planning any 2 0 / / SPACER �� -�/ - EMBED FILTER CLOTH A 30 FOOT MINIMUM LENGTH WOULD APPLY). type of digging on their property.Homeowners o o O MESH �'� A MIN. OF 6" IN GROUND. can contact us directly at 1-800-272-4480 or by 2" x 4" WEIR 4• 3. THIGKNE55 - NOT LE55 THAN 51X(6) INGHE5. calling 811,the national call before you dig number.For excavation work completed on GONSTRUGT I O N SPEG I F I GAT I O S SECTION VIEW 4.WIDTH - TWELVE (12) FOOT MINIMUM,BUT NOT LE55 THAN THE FULL WIDTH AT personal property,it is the contractor's GONSTRUGTI ON SEEG I F I GATI ONS POINTS WHERE INGRE55 OR EGRE55 OCCURS. TWENTY-FOUR(24) FOOT IF SINGLE responsibility--NOT the homeowner's--to contact I.FILTER FABRIG 5HALL HAVE AN E05 OF 40-85.BURLAP MAY BE U5ED FDR SHORT TERM GONSTRUGT I ON SPEG I F I GAT I ONS ENTRANCE TO SITE. DigNet.Having utility lines marked prior to APPLICATIONS. digging is free of charge. I. FILTER FABRIC SHALL HAVE AN E05 OF 40-b5. 2,GUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED THEY 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE P05T5 WITH WIRE TIE5 5.FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLAGING OR STAPLES. P05T5 SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. OF STONE. 2. WOODEN FRAME SHALL BE GONSTRUGTED OF 2" x 4" CONSTRUCTION WILL BE OVERLAPPED TO THE NEXT STAKE. GRADE LUMBER. 3.5TAKE MATERIAL5 WILL BE 5TANDARD 2" x 4' WOOD OR EQUIVALENT. METAL WITH A 2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE 6.5URFAGE WATER- ALL 5URFAGE WATER FLOWING OR DIVERTED TOWARD GON- MINIMUM LENGTH OF 3 FEET. CON5TTRUGTION ENTRANGE5 SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING 15 5. WIRE MESH AGRO55 THROAT SHALL BE A CONTINUOUS PIECE 50 INGH FENCE WITH TIE5 SPACED EVERY 24 AT TOP AND MID SECTION. MINIMUM WIDTH WITH A LENGTH 4 FEET LONGER THAN THE THROAT. FENCE SHALL BE WOVEN WIRE, 12 I/2 GAUGE,6" MAXIMUM ME-5H OPENING. IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. IT SHALL BE SHAPED AND 5EGUI�ELY NAILED TO A 2" x 4" WEIR. 4.5PAGE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM IS INCHES 7. MAINTENANCE - THE ENTRANGE SHALL BE MAINTAINED IN A CONDITION WHICH WILL DEEP.5PAN5 GREATER THAN 3 FEET MAY BE BRIDGED WITH THE U5E OF WIRE ME5H BEHIND 3. WHEN TWO 5EGTION5 OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RI6HT5-OF-WAY,ALL 4. THE WEIR SHALL BE SECURELY NAILED TO 2" x 4" 5PAGER5 THE FILTER FABRIC FOR SUPPORT. LAPPED BY 51X IN6HE5 AND FDL®ED. FILTER CLOTH SHALL BE EITHER FILTER X, SEDIMENT 5PILLED,DROPPED,WA5HIED OR TRAGTED ONTO PUBLIC, RIGHT5-OF-WAY C1 INCHES LONG 5PAGED NO MORE THAN 6 FEET APART. 5.FABRIC SHALL BE EMBEDDED I FOOT MINIMUM BELOW GROUND AND BACKFILLED. IT SHALL MIRAFI IOOX,5TABILINKA TKON, OR APPROVED EQUIVALENT. MU5T BE REMOVED IMMEDIATELY. 5. THE A55E`.MBLY SHALL BE PLACED AGAINST THE INLET AND 5EGURED BE 5EGURELY FA5TENED TO THE 5TAKE5 AND FRAME. 4. PREFABRICATED UNITS SHALL BE GEOFAB,ENVIROFENGE,OR APPROVED EQUIVALENT. 8. WHEN WA5HING 15 REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH BY 2" x 4" ANCHORS 2 FEET LOG�IG EXTENDING AGRO55 THE TOP OF THE 6.A 2' x 4" WOOD FRAME SHALL BE COMPLETED AROUND THE GRE5T OF THE FABRIC FOR STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. = - _--- INLET AND HELD IN PLACE BY SANDBAGS OR ALTERNATE WEIGHTS. OVER FLOW STABILITY.MAXIMUM DRAINAGE AREA I ACRE 5. MAINTENANCE SHALL BE PERFORMED A5 NEEDED AND MATERIAL REMOVED WHEN (f MAXIMUM DRAINAGE AREA I ACRE "BULGES" DEVELOP IN THE 5ILT FENCE. 9.PERIODIC IN5PEGTION AMC) NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH I 1!I U.S. DEPARTMENT OF AGRICULTURE FILTER FABRIC MAY 2 5 201E I.�.. 0.5.DEPARTMENT OF AGRICULTURE NATURAL RE50URGE5 CONSERVATION SERVICE U.S.DEPARTMENT OF A6RIGULTURE`. U.S.DEPARTMENT OF AGRICULTURE STABILIZED ? ! NATURAL RE5OURGE5 CONSERVATION SERVICE CURB DROP INLET DROP INLET NATURAL RE5MRGE5 GON5ERVATION SERVICE SILT NATURAL RE50URCE5 CONSERVATION SERVICE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION FENCE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION CONSTRUCTION NEW YORK STATE 501L 4 WATER CONSERVATION COMMITTEE PROTECTION NEW YORK STATE 501L 4 WATER CONSERVATION COMMITTEE PROTECTION NEW YORK STATE SOIL 4 WATER CONSERVATIOIN COMMITTEE NEW YORK STATE SOIL 4 WATER CONSERVATION COMMITTEE ENTRANCE I m R'.. .' n FINISHED GRADE -� i_�i i_ 5TABILIZE ENTIRE PILE ^ ' u 1- WITH VEGETATION OR COVER F••L•I I 1 SLOPE OR LE55b' R=1 12' W W I'-0" I NOTE: W W N 10'0" TO OF NEXT P05T m X ALL WATER LINES SHALL BE 4'-b"BELOW GRADE. q5 b'REVEAL -�� ADJUSTABLE CURB BOX � < \z CONTINUOUS �BINGHAM 4 TAYLOR FIG.No. LU M I 2'O" TYP. ANCHOR I 0 4g01 BUFFALO TYPE,REBAR �I X Z ° OR APPROVED --- ---- -----��-- ---e-------`----- --- --- 2'WATER SERVICE PROPOSED GO r' a ° ° (15'MIN COPPER PIPE PRIOR TO CONN POINT) EQUAL. O W TENSION WIRE TOP 4 �, M . 1 �r ° V BOTTOM PROP05ED 2'WATER SERVICE(TRANSITION TO PVC,PIPE OFA��p EQU�-15204 1-�I Cj � 4? IU CORNER P05T I EXPAN51ON JOINT I BETWEEN REQ'D COPPER LENGTHS) t . W dJ ov IS"x6" GONG. CURB '_� D o Q FABRIC ON OUTSIDE FACE PROPOSED - PROPOSED 2'WATER SERVICE = O SILT FENCE GALV. P05T 2"(D O.D. 5GHEDULE 40 � OF SUMP 2"WATER SERVICE [COPPER PIPE-15'MIN FROM ALL (v NOTES: HARDWARE,BLACK VINYL GLAD g' (COPPER PIPE-15'MIN CONNECTION POINTS(TYP), 1. AREA CHOSEN FOR STOGKPILIN6 OPERATIONS SHALL BE DRY AND STABLE. 1 FABRIC NO. G GA. GALVANIZED WIRE, I FROM CONN.POINT) ' CORPORATION STOP MUELLER H-15000 OR TRAN51TION TO 2'PVG BETWEEN ('(� 2. MAXIMUM SLOPE OF 5TOCKPILE SHALL BE 2:1. ° °'I LINE POST READ COPPER LENGTHS] 3. UPON COMPLETION OF SOIL 5TOGKPILIN5,EACH PILE SHALL BE SURROUNDED WITH ° BLACK VINYL GLAD CONCRETE CURB APPROVED EQUAL WITH APAG FULL BODY SILT FENCING,THEN STABILIZED WITH VEGETATION OR COVERED. ° ��01,I�I.�� ORT INSERT SERVICE SADDLE/IOI. •• NOT TO SCALE -1 TO BE USED WHERE TOP50IL 15 NECESSARY FOR RE62ADINO AND VEGETATING 015WZBED AREAS. EXISTING WATER MAIN � LW TEMPORARY STOCKPILE 5TABILIZATION MEASURES INCLUDE VEGETATIVE COVER,MULCH,NON-VEGETATIVE I / WATER SERVICE DETAIL COVER,AND PERIPHERAL SEDIMENT TRAPPING BARRIERS, THE STABILIZATION MEA5URE(5)SELECTED NOTES: N.T.S. SHOULD BE APPROPRIATE FOR THE TIME OF YEAR,51TE CONDITIONS,AND REQUIRED PERIOD OF USE. .4 ° ° I 1a a $ ° a° ° 1.ALL CONCRETE TO BE 4000 P51 AIR ENTRAINED. I I - ° )�- ANCHOR ° °I Ij ANGHOR 2.FOR LOCATION OF CURB FROM PROPERTY LINE,SEE STANDARD ROAD ENGINEER: ° °.° ° ° I I° dJ °° ° ° ` 3.STEEL FORMS OR EQUAL SHALL BE USED. VALVE BOX SOI 5TOGKP I LE O ° °° ° I I ° ` ° ° ° ' ° °° ° NOTES: 4.EXPANSION JOINT5Yz'THICK 20'OL.SHALL BE USED. COVER NOT TO SCALE ° GATE POST °°I I a I. A GATE WITH 36"(GLEAR) OPENING 5.ALL CONCRETE SHALL BE TAMPED IN PLACE,NO HONEYCOMB WILL BE __ ____ '___ __ 7 . �F t4 E'(N yo �° I p°° SHALL BE USED FOR ACCESS. ALLOWED.FINISH SHALL BE SMOOTH AND EVEN RUBBED WITH A WOOD FLOAT. _ �_ �_ �- � ______ EXPANSION JOINT 1 1 2. ALL CONCRETE TO BE 40010 P51 ® b.ALL ED6E5 SHALL BE Tool ROUNDED. _ _ 7.- _ 7. SITE DESGRIETION ° - .._ .._ .._ . _ .._ .._ .._ ... CONSTRUCTION AGTIVITIE5 WILL INCLUDE CLEARING AND GRADING OF THE 517E AND 28 DAYS b =-_-_-_= R=1/4 tv THE GON5TRUGTION OF PROP05ED BUILDIN65 WITH THE ASSOCIATED PAVING,AND L J °° 3. DETAILS OF FENCE, GATE AND _ 12' --.------. --------: * A( ." U w LANDSCAPING IMPROVEMENTS, INSTALLATION OF PROP05EO SANITARY AND STORM 4 �O °8„ NAME OF MANUFACTURER SHALL BE 1 - _- _- _:_ 7:z: - - - _- _: : L DRAINAGE 5Y5TEM5 AND THE NEGE55ARY PUBLIC UTILITIES. ALL IMPROVEMENTS 5-O TYP I-•�I SUPPLIED TO THE TOWN ENGINEER - - - - - - ..- ..- ... CONFORM TO STATE,COUNTY AND LOCAL 5TANDARD5 AND SPECIFICATIONS. 8„ ALONG WITH SAMPLE FOR TE5TING R-10 = __ _ _ _ _ _. _ _ _ a� _ -� _ .._ .. _ ..- .,.`.. _ _ _ �AM�EDEAGKFILL CENER,4L SEQUENCE OF SITE ACTIVITIES BEFORE GONSTRUGTION OF FENCE - °R= 11/2' _ __ _ __ _ ' _ _ _ _ . BEGINS. a5 _ _ ..-t' ..: ... � 073 0pRpFESS�0�P�, I. INSTALLATION OF PERIMETER EROSION CONTROL MEA5URE'5(SILT BARRIERS, FENCE HARWARE SCHEDULE 40, CONTINUOUS a - -_-_-_-- _____ - JEFFRE , P.E. CONSTRUCTION ENTRANCE,Ex) $LACK VINYL GLAD FENCE HARWARE SGHEDULE 40, BLACK VINYL GLAD REBAR o a VALVE Box SHOUm NOT-- _ 2.CLEARING AND ROUGH 6RADIN6,STOCKPILE OF TOP501L AND BAGKFILL MATERIALS. 36"W SINGLE SWING GATE 10'-0" MAX. SPAN BTWN P05T5 II COME INTO CONTACT. WITH WATER MAIN9R _-_-.': ' 3. INSTALLATION OF 517E UTILITIES. II ••- .._ 7 4.CONSTRXTION OF BUILDINGS. If EXPAN51ON VALVE - -_-_-_ 4 ;+ • -_-- --- 5. INSTALLATION OF PAVEMENT. 1 1/2" RADIUS II JOINT - T b.FINE GRADING AND VEGETATIVE STABILIZATION(TOP501L„SEED,500) ° '° -IL-- PVC,MAIN • •. :':• •. •,• PVC,r•wN � 17 7.INSTALLATION OF LANDSCAPING IMPROVEMENTS. TEN51ON WIRE 211 g' NOTE-5: - - - _ _ - - - r '� '..a:. .' __ __ _ _ _ - O MINIMUM WIDTH IYONFLAT I5'FROMJOINT TOJOINT _ .._ .._ .._ ...` tea ' _ .._ .._ .._ . Z GENERAL POLLUTION CONTROL MEASURES: -_- _-_ • ' BRAGERAIL _ ,ce DETAIL AT DROP CURB _.._.._.._.._.._.._..�.._•L:----, IN ACCORDANCE WITH THE PROVISIONS OF THE U5EPA GENERAL PERMIT,5TORMWATER MANAGEMENT AND EROSION AND SEDIMENT CONTROL MEA5URE5 INCLUDING BUT NOT LIMITED P.G. SLAB (FDR ON-SITE USE) -------- - - - - - - - - - - : - LU TO THE FOLLOWING SHALL BE EMPLOYED DURING GONSTW)GTION. (\V ASPHALT NOT TO SCALE _ _ _ _ _ _ _ _ _ _ _ _ () - UNDER OVERHANG - PARKING AREA . . = i } 1/4"x3/4" FLAT 5TRETGHER N -.. -Lt 5 5al�----- BLAGK-1 a0W AREA [- O Z O I.EXI5TIN6 VEGETATION TO REMAIN SHALL BE PROTEGTED(BY INSTALLATION OF p N - IL BAR NOTE: ALL ..-:_: APPROVED TP2ovE0 O Q O i ~ (1 GONSTRUGTION FEN( OR OTHER APPROVED MANS)AND SHALL REMAIN UNDISTURBED) -_-_-_-_-_- 2.CLEARING AND GRADING SHALL 13E SCHEDULED 50 AS TO MINIMIZE THE EXTENT OF CONCRETE TO BE INSTALLATION REQUIREMENTS BY-r E3Ci�/E TAIL � Q� ljl O Q '� EXPOSED AREAS AND THE LENGTH OF TIME THAT AREAS ARE EXPOSED.GRADED AND Q 4000 PSI) UNDERNEATH AND SIDES IN STRIPPED AREAS SHALL BE KEPT 5TABILIZED THROUGH THE USE OF TEMPORARY 5EEDIN6 ' FOR HATER SERV 1 GES SOLID DIRT. T_ W O AS REQUIRED.SEED MIXTURES SHALL BE IN ACCORDANCE WITH 501L CONSERVATION a„ _ SERVICE RECOMMENDATIONS. 4 1/4"x3/4" BANDS (TAKEN FROM SUFFOLK COUNTY WATER TYP. IN-LINE DATER VALVE I N5TALLATI ON z > 3.THE LENGTH AND 5TEEPNE55 OF CLEARED 5LOPE5 SHALL DE MINIMIZED TO REDUGE RUNOFF AUTHORITY, APPENDIX 3) VELOGITIE5.RUNOFF SHALL BE DIVERTED AWAY FROM CLEARED SLOPES. NOT TO 5GALE' �+ � 4.SEDIMENT SHALL BE TRAPPED ON THE 51TE AND NOT PERMITTED TO ENTER ADJACENT HEADER CURB DETAIL INSTALLATION OF SERVICES R M THE HOUSE Z PROPERTIES OR PUBLIC ROADS OR DRAINAGE SYSTEMS.SEDIMENT BARRIERS SHALL BE INSTALL PIPING 4 I/2'DEEP FROM THE HOUSE TO THE EXISTING STUB VAULT(TIE IN AT AUTHORITY'S � � -[ � 1= INSTALLED ALONG THE LIMITS OF P15TURBANGE PRIOR TO THE START OF GON5TRUGTION TEN51ON COPPER TAIL) Z Q F� Q (FOR ON-SITE USE) INSTALLATION OF SERVICES--EXISTING STREET Q WATER MAIN 1..L. N AND SHALL BE MAINTAINED UNTIL GON5TRUGTION 15 COMPLETE. N.T.5. I. INSTALL PIPING ON THE PROPERTY 4 1/2 FEET DEEP FROM THE BUILDING TO THE PROPERTY LINE. (Y LL �- 5.A STABILIZED CON5TRUGTION ENTRANCE SHALL BE MAINTAINED TO PREVENT 501L AND WIRE G. PIPING REQUIRING JOINTS IN WHICH A CHEMICAL SOLVENT 15 UTILIZED 15 NOT ACCEPTABLE.(BRA55 U- U_ Q L005E DEBRIS FROM BEING TRACKED ONTO LOCAL ROADS.THE CONSTRUCTION ENTRANCE A MINIMUM I SERVICE LINE 15 REQUIRED. SHALL BE MAINTAINED UNTIL THE 511E 15 PERMANENTLY 5TAF31LIZED. ° ° 2. LEAVE A I'R15ER ABOVE THE 6ROUND LEVEL AT THE PROPERTY LINE WITH THE END CRIMPED. COUPLINGS ARE REQUIRED) � Q O ° ° ° 3. SERVICE LINE MEASUREMENT5 FORM MUST BE COMPLETED AND SUBMITTED AT TIME OF D. TWENTY(20')FEET OF COPPER 15 REQUIRED FROM INSIDE THE BUILDING TO THE START OF THE PLASTIC ]" 1 b.ALL RUNOFF SHALL BE RETAINED ON-51TE IN AGCORDANGE WITH LOCAL REGULATIONS AND ( I ° °I I°° ° ° ° ° ° . I I - r APPROVALS.DRAINAGE INLETS INSTALLED ON-51TE SHALL ESE PROTECTED FROM SEDIMENT I 1 ` ° ° ° ° ° ° I b° ° ° ° ° °� I I ° INSPECTION.MEASUREMENTS ARE TAKEN FROM TWO(2)NEAREST CORNERS OF THE BUILDING TO SERVICE LINE IN5PECTION PROGEDURE5 LU O O CONCRETE GU�B , THE END OF YOUR PIPE AT THE PROPERTY LINE.SERVICE LINE MEASUREMENT FORMS ARE I. GALL THE NEW SERVICE DEPARTMENT TO REQUEST AN INSPECTION HH4EN YOUR WORK I5 COMPLETED.(ONE z BUILDUP THROUGH THE USE OF APPROPRIATE INLET PROTECTION. ° °a °I I � °° ° • 7.APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST DURING CON5TRUGTION. ° AVAILABLE AT THE NEW 5ERVIGE DEPARTMENT. ° I I° � ° ° I I ° ° ° ° ° ° ° ° I h BUSINESS DAY ADVANCED NOTICE IS REQUIRED) � S.SEDIMENT BARRIERS AND OTHER ER05ION CONTROL MEASURES SHALL REMAIN IN PLACE a° ° 4. THE END OF THE PIPE AT THE PROPERTY LINE SHOULD BE 10 FEET AWAY FROM ANY OBSTRUCTION ° ° I I -- - - - `� ° � - - - - - - = .I I ,� 2. SOMEONE MUST BE PRESENT ON THE DAY OF INSPECTION. � Z LLI UNTIL UPLAND DISTURBED AREAS ARE PERMANENTLY STABILIZED.FOLLOWING PERMANENT I 5UGH AS TREES,TELEPHONE POLES,CATCH BASINS,OR DRIVEWAYS AND SHOULD BE AT A STABILIZATION,PAVED AREAS SHALL BE GLEANED OF 501L AND DEBRIS AND DRAINAGE I I° I I I I LOCATION APPROXIMATELY OPPOSITE THE POINT OF ENTRY INTO THE BUILDING. 3. IF AVE T EGTIDN 1H NECESSARY,A B$25.00ACKFILL FEE MUST N PAID PRIOR TO THE REINSPECTION. Z (� SYSTEMS SHALL BE GLEANED AND FLUSHED AS NECESSARY, 1 I °I I I I I aa 5. A VALVE MUST BE INSTALLED WHERE THE PIPE FIRST ENTERS THE BUILDING. 4. LEAVE THE TRENCH OPEN.DO NOT BAGKFILL THE TRENCH UNTIL OUR INSPECTOR HAS APPROVED THE O < q.PROPER MAINTENANCE OF EROSION CONTROL MEA5URE5 15 TO BE PERFORMED AS I °] I ° r",1 I° { m I °I I 1 GATE P05T5 4" O.D. q.10 LB5 PER LF b. ALL OTHER UNDERGROUND UTILITIES MUST MAINTAIN A 10 FOOT CLEARANCE FROM WATER SERVICE LINE. O -� (� INDICATED BY PERIODIC IN5PEGTION AND AFTER HEAVY OR PROLONGED STORMS. ( I ° p I I 1 I< GATE FRAMES - 2 O.D. 2.-12 LB5 PER ILF 5�(,E, 5. IF THE SERVICE LINE IN5PEGTION PASSES,THE END OF THE PIPE BY THE CURB WILL BE PAINTED BLUE.IF v MAINTENANCE MEASURES ARE TO INCLUDE,BUT NOT LIMITED TO,GLEANING OF RECHARGE I° LJ I LJ I° LJ I AL50 MID RAIL INSTALLATION OF 5ERVIGE5--EXISTING 5TR£ET 5TU85 SERVICE IN5PEGTION FAILS,THE END OF THE SERVICE WILL BE PAINTED RED. BASINS,SEDIMENT TRAPS AND DRYWELLS,GLEANING AND REPAIR OF SEDIMENT BARRIERS, LITE - I I ALL JOINTS TO BE WELDED OR FITTED WITH I. INSTALL PIPE 4 12 FEET DEEP FROM THE HOUSE TO THE EX15TIN6 STUB VAULT(TIE IN AT b. PLEASE DO NOT GALL OUR OFFICE UNTIL 4:30 P.M.IF YOUR INSPECTION FAILS. REPAIR OF BERMS AND RUNOFF DIVERTER5,AND GLEANING AND REPAIR OF INLET L- BAP05T FOOTING I6''�-�C J MALLEABLE IRON GA5TING5 AUTHORITY5 COPPER TAIL) T. NO OTHER UTILITIES(E.G.GAS,ELECTRIC,GABLE TV,ETG)SHALL BE BURIED IN THE WATER SERVICE TRENCH. PROTECTION DEVICES. 2. A VALVE MUST BE INSTALLED WERE THE PIPE FIRST ENTERS THE BUILDING. MISTER SETS P A(5E : 3'-6" (TVP) I6"� 8"� HINGES � LOCKING HARDWARE TO BE AFTER ALL OF THE ABOVE HAS BEEN COMPLETED,GALL THE NEW SERVICE DEPARTMENT TO HAVE THE METER 10.DURING GONSTRUGTION,THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL REGULATIONS SPECIFICATIONS CONCERNING THE DISPOSAL OF 50LID WASTE AND DEBRIS AND TOXIC AND HAZARDOUS GATE P05T FOOTING 5AT15FAGTORY TO TOWN ENGINEER I. TYPE'K'SOFT COPPER TUBING,MINIMUM SIZE I'INSIDE DIAMETER SET.l^!E MUST HAVE THE HOUSE NUMBER BEFORE THE METER CAN BE SET. WASTE,AS WELL AS SANITARY SEWER AND SEPTIC REGULATIONS. 5GHEDULE 40 HARDWARE, BLACK VINYL GLAD 2. CUSTOMERS VALVE: TAP LETTERS 16%) x 3 49 (TYP) NOP GALVANIZED WIRE, BLACK VINYL (GLAD A VALVE MUST BE INSTALLED WHERE THE PIPE FIRST ENTERS THE BUILDING. TAP LETTERS GAN BE REQUESTED AFTER ALL FEES HAVE BEEN PAID,WATER 5ERVIGE HAS BEEN E5TABLI5HED 3. PLASTIG PIPE 5PEGIFIGATION5: AND THE METER HAS BEEN SET. UNLESS OTHERWISE DIRECTED BY THE OWNER THE TRUCTICONTRACTOR 15 RIES,PREPARATION FOR A. PIPE MANUFACTURED AND DESIGNED FOR U5E IN POTABLE WATER SYSTEMS CAN BE INSTALLED NOTICE: IF IN5TALLING SEPARATE HOT WATER HEATERS,SEPARATE EXPAN51ON TANKS SHOULD 13E INSTALLED. MAINTAINING THE NECESSARY RECORDS OF GONSTRUGTION ACTIVITIES,PREPARATION OF 5WITGHIN6 SERVICE TO HOMEOWNER--THE BUILDER GAN BRING IN A 516MED APPLICATION CARD SIGNED BY IN5PEGTION REPORTS,AND REPORTING RELEASE OF POLLUTANTS TO THE PROPER FROM THE BUILDING TO WITHIN 20 FROM THE PROPERTY LINE.THE LAST 20 TO THE PROPERTY AUTHORITIES A5 NECESSARY TO COMPLY WITH THE NATIONWIDE PERMIT.THE CONTRACTOR GHAI NL I NK FENGE ENCLOSURE @ PROPANE TANK FILL AREA LINE MU5T BE"K'SOFT COPPER TUBING. THE BAYER Bllr T MUST BE FILLED 0111 COMPLETELY INCLUDING SERIAL SECURITY NUMBER DRIVER LICENSE ID SHALL REPORT ANY REQUIRED MODIFICATIONS TO THE 5WPPP NEGE551TATED BY FIELD 5GALE:Aa" = 1'-0" B. PIPE SHOULD BE GLA551FIED TO WITHSTAND WORKING PRE55URE OF 200 PS.I.(WITH BURSTING SBL'CURRENT MAILING ADDRESS,AND CONTACT PHONE OF SER.IT 15 RECOMMENDED THAT THE BUILDER SP6 CONDITIONS OR CON5TRUGTION ACTIVITIES TO THE ENGINEER FOR REVISION OF THE 5WPPP PRESSURE RATED AT LEAST TWICE THE WORKING PRE55URE) ESTABLISH THE ICE IN T AND GALL FOR A DISCONNECTION OF SERVICE,ALLOWING THE BUYER ONE WEEK TO WHERE APPROPRIATE. ESTABLISH SERVICE IN HIS/HER NAME. 0f g DETAILS TO BE USED FOR PROPOSED WORK ALONG ' NEW SUFFOLK AVENUE ' ONLY DETAILS TO BE USED FOR PROPOSED ON - SITE WORK AlMEET EXISTING X � °X a ° ° X .° ° ` X°° ° �b 5'-0" 2'-6" ° 6" REVEAL SAWCUTT/NG* (Ib' Min.-31' Max.) 3�_p�� a 6 MIN ° ° ° ° 'VCHAIN LINK ° Course Broom Finish X d ° ° ° FENCE W/BLAcK ° x _Pitch 1 4" er ft. (TYPICAL) Perpendicular to the I on 12 ° ° ° ° ------f"p"-"- y UO / er f. & V r• I 5(dewalk Slope. ° ° PRIVACY SLATS d t a gab op ° Pitch 14 � 51 e ( ° ° ° ° � de EXISTING PAVEMENT of NEW YORK CITY ............ ................................... _ - - - Flowline +7" Flowline +7• z ° ° °° ° ° Flowline Expansion A X° o ° ° b'CONCRETE ° ° d 5C &LONG ISLAND 1,�"& VAR. TOP COURSE - ASPHALT CONCRETE - TYPE lA - ITEM N0. 51FX Material if Concrete Drive o- ° ° PAD FOR „ 1'z" DENSE BINDER - ASPHALT CONCRETE - TYPE 18* " Abuts Apron, Flowline +8?" I ° ° purrPSTER °° ° ° I 800-272-4480 811 s s s Flowline Grade +8? Flowline +57Low Driveway Flowline Grade +D?" -----CHAIN LINK FENCE 0 ° od 3" BASE COURSE - ASPHALT CONCRETE - TYPE 1B* Flowline +81" Normal Driveway O W/WHITE PRIVACY SLATS ° ° ° www.dignetnycli.com Cn ° °° ° or www.call811.com v v 6" STABILIZED SOIL AGGREGATE SUBBASE - ITEM NO. 4S* ° ° e (for other states) PAYMENT LINE - UNCLASS/PIED EXCAVATION - ITEM NO. 2A* I Tool ° ° ° ° °° I Concrete 5ldewolk EDGE I 3® 12"o.G.E.W. °d ° ° LU 6" CONCRETE CURB (SEE CONSTRUCTION PLANS FOR LOCATION) TYPE A - ITEM N0. 97A/97AR I I I Item No. 1055 ° d e ° a By law,excavators and contractors 0 1 Limit of 6' Concrete I - ° ° J d X working in the five boroughs of New York i f X ° ° ° ° ° ° ° $ City and Nassau and Suffolk Counties on 4" TOPSOIL AND SEED - ITEM 121AS, 123LS** (ALTERNATE - 2" ITEM 51D A.O.B.E.) i Joint ( -t (` a $ ° ° ° ° ° Long Island must contact DigNet, 0 6 0 **(COST INCLUDED IN OTHER ITEMS) I Flowline +4" Low Driveway 1 `r ° ° ° ° ^ 1-800-272-4480 or 811,at least 48 hours Flowline +7" Normal Driveway IMBED 1 ° ° I I ° ° ° ° d . but no more than 10 working days `� m 6" SELECTED FILL WHERE REQUIRED (INCLUDING REHANDLING) COST INCLUDED /N ITEMS 105SI105AR MOUNTING _ 2"SAND BAND ° .4 °' ° (excluding weekends and legal holidays) o o °° prior to beginning any mechanized digging 4" CONCRETE SIDEWALK (SEE CONSTRUCTION PLAN FOR LOCATION) ITEM NO. 105SI105AR j FENCE EDGE 245 TOP 3 ° ° ° °° ° or excavation work to ensure underground (THE CONCRETE SIDEWALK MAY EXTEND TO CURB AT THE DISCRETION OF THE ENGINEER.) i 1 1 BEAM TO EXTEND 10' I,_p„ ® °°° ° ° ° °e lines are marked. Excavators and MIN.BELOW FIN.GRADE 24't O.G. contractors can also submit locate requests online,through ITIC.If you do not SEE SITE PLAN TYPI GAL SEGTI ON OF ITEM 51 FPR Tip-up 1 I Tl *COST INCLUDED IN ITEM 51 FPR SEGTI ON /4 currently use ITIC,please call 1-800-524-7603 for more information. cxo.e5 For safety reasons,homeowners are strongly encouraged call when DUMPSTER ENGLOSURE DETAIL planning any type off diggingng on on their GENERAL NOTES: 20'N1(n. s) NOT TO 5GALE property. Homeowners can contact us I.THE DIMENSIONS AND SLOPES PRESENTED IN THE 35' Min. (Gom) Y Y g DETAILS ARE THE MINIMUM NECESSARY TO COMPLY direct, at 1-800- l call of or calling WITH THE ADA AND DOT STANDARDS. ANY DEVIATION Iters 510- Warp to 811,the national call before you dig LESS THAN THE MINIMUM WIDTH OR GREATER THAN THE number. For excavation work completed on 51DENALK MAXIMUM SLOPE FROM THESES STANDARDS MUST BE meet Tip-up personal property, it is the contractor's DOCUMENTED WITH THE 5TANIDARD5 BEING MET THEresponsibility-NOT the homeowner's-to THE GREATEST EXTENT PRACTICABLE AND At contact DigNet. Having utility lines marked CONSISTENT WITH THE M05T CURRENT ADAAG. CONCRETE DOME TOP 2.CURB RAMPS,LANDINS AND BLENDED TRANSITIONS TYPICAL DRIVEWAY RECONSTRUCTION prior to Gegging is free of charge. MAY REQUIRE THE L15E O DETECTABLE WARNINGS. DETEGTA13LE WARNINGS IN THI5 DETAIL ARE SHOWN ITEM 1055 b'(D 5TEEL PIPE GRADE FOR ILLUSTRATION ONLY. REFER TO THE DETECTABLE SCALE:NOT TO 5GALE CONCRETE FILLED �C WARNING DIMENSIONS. REFER TOETAILS FOR PLACEMENT,ORIENTATION IS O THE HIGHWAY 4 COMPACT FILL l� � PAINTED YELLOW � SNOW LANDING DESIGN MANUAL FOR MORE INFORMATION. (� STORAGE CURB RAMP NOTES: m o 3.THE MINIMUM WIDTH FOR 51DEWALK GURB RAMPS 15 m I I ELECTRICAL SERVICE �-- Grade to Meet a 51-00. N GABLE IN CONDUIT: w N 4.THE RUNNING SLOPE O A CURB RAMP SHALL BE 1:20 Existing Driveway T.O.CONDUIT 200 AMP(2'CONDUIT,MIN), • 1- (5%)MINIMUM(PREFERRED)AND 1:12 033%)MAXIMUM. 4A 5.0 5 Mn. n 5awcut Exlstinq Pavement 320 AMP(3�"CONDUIT,MIW � = 5.WHERE THE SLOPE OF THE ROADWAY EXCEEDS 8.3355 nq GRADE PROP05ED L.P.SERV. 400 AMP(4'CONDUIT,MIN) (Y m THE CURB RAMP LENGTH 15 THE LENGTH NEGE55ARY Ob' t0 its Full Deft. Payment ° \\/\\ \� \�.\\• INSTALL/PROVIDER,LP-6A5 CODE NFPA 58, O TO MET THE EXISTING SIDEWALK. IT IS NOT Included in Price Bid For ° / // // // / FEDERAL,STATE AND LOCAL CODES. SEE 5105 d- " I I I I I I I I I I \\/\\/\\�\\�� FOR TRENCH DETAIL COMMUNICATION NECE55ARY THAT THE RAMP LENGTH EXCEED 15'-0'. DriveW As halt/Concrete \ \ \ (TV a TEL) m X CIL b.THE CRO55 SLOPE OF CURB RAMPS SHOULD BE A5 r b' Score 3'Min. Item. � p \//\//\� w `p 3 < FLAT AS POSSIBLE,NOT TO EXCEED 1:50(2%). THE Mark o \\/�\///\\/ TYPIGAL TRENCH DETAIL @ ►-� x Lu Lu 1t_ CROSS SLOPE AT MIDBLOGK GRO551NG MAY BE ____ L.P., POWER, GOMMUNIGATION SERVICES E"� WARPED TO MEET STREET OR HIGHWAY GRADE. � _ - -' '�::j�<` Exlsthg Pavanent m M � 1.THE VERTICAL ALIGNMENT OF A CURB RAMP, NOT TO 5GALE I' ° EXCLUDING THE FLARES,SHALL BE PLANAR.GRADE V BREAKS SHALL BE FLUSH AND PERPENDICULAR TO 2" Asphalt Concrete- Type IA O T THE DIRECTION OF THE RAMP RUN. Item 510* LLI 8.RAMP TRANSITIONS BETWEEN WALKS,LANDINGS, b" Concrete Apron- Item 1055 REINFORCED GONG. SLAB, [- 000000 000000 GUTTERS,OR STREETS SHALL BE FLUSH AND FREE OF " D " ■ 000000 000000 ABRUPT VERTICAL GHANaE5 a4'MAX). 6" 5elected Fill- Item 2A (ISel g ed Fill- Iteg)m 2A (U5E G AIRS) >-I O Steel Fabric Reinforcement #3500 CONCRETE 0000000000000 g.WHERE A PEDESTRIAN CIRCULATION PATH GROSSES THE (Including Rehandlin CURB RAMP,FLARED SIDES WITH A SLOPE OF 10� Limits of Unclassified Excavation- Item 2A (Item 25F) Included in Cost � N of Item 1055 I'-2"� ° ° ° ° ° LANDING MAXIMUM,MEASURED PARALLEL TO THE CURB LINE, (Including Rehandling) "If Existing Drivewa is Concrete, ° � x x ° a x ° °x � SIDE FLARE5, SHALL BE PROVIDED. Gontinue Concrete to Meet. MAXIMUM SLOPE 10% SECTION A-A BOLLARD DETAIL (Iq PLAGE5) (SEE NOTE q) 5GALE:NOT TO 5GALE SCALE: N.T.S.ML_ lU FOR IN5TALLATION LOGATI ON5 5EE DWG 5PI TYP I CAL EQUIP, 5LAB DETAIL B `J LANDING NOTES: AT PROPANE FILL AREA ID.LANDINGS SHALL HAVE A MINIMUM CLEAR DIMENSION ENGINEER: GR055WALK OF A 5'-0"BY 5'-0' EXCEPT AT THE BOTTOM OF 5o5K b5%Of 5GALE: N.T.S. 6ENERAL NOTE5 I.THE RAMPS TYPE I AND 2. BASE DIA. E DETAILS PROVIDED ARE NOT DRAM TO 5GALE.THE II.THE RUNNING AND GRD55 SLOPES ON LANDINGS AT QUANTITY OF DOMES DEPICTED ON THE DETECTABLE FINE GRADE r�F ��B Y�i9/F INTERSECTIONS IS 1:50(2%)MAXIMUM. THE RUNNING WARNING FIELD(THE DOMES AND THE ENTIRE 2'LEVEL T AND CROSS SLOPES AT MID BLOCK GRO551NG5 MAY 9URFAGE)15 FOR ILLUSTRATION ONLY. ?JS".BINDER COURSE,. ASPHALT"GONGRETE-.TYPE,b A� �1 (� 2.LOCATION OF DETECTABLE WARNIN65.DETECTABLE %`C%�ter' -- ` �.'`?` --- -- - -. . - Q 9 d BE WARPED TO MEET STREET OR HIGHWAY GRADE. \\\\\�\ 1 / \7\\\ �\\\ \ `:' . `.` h. k WARNINGS SHALL.BE LOCATED 50 THAT THE EDGE OF THE CO" COMPACTED BASE COURSE- \/� ASPHALT BASE GQURSE !j v" W PLAN WARNIN6 FIELD NEAREST TD THE ROAPIgAY OR STREET ///// /4 STONE BLEND OR GRUSHED GONG.✓// z 5URFAGE I5 6 TO Q V�ERE TRAN5VER5ABLE CURB IS \\�\\/\\!\/! \\'��\//\\/%�//\�//\�%�`\%%/\\%// \\ \\\� �� ?��,\��.\�\\/ * r t,�. 0 CURB AND SIDEWALK NOTES: "�' / / / ' �'y' ' '' �' -' I. IN ADDITION TO THE REQUIREMENTS OF ITEM No.gl)Y"PREMOLDED JOINT BITUMINOUS DOME 5E6TION USE®)FROM THE E06E OF THE ROADWAY/5TREET OR FROM �� \\\\j�� \� STONE BLEND BASE � \ GSSG GOMPAGTION(STND PROCTOR) JOINT FILLER SHALL BE PLACED THE,FAGE OF THE DROPPED CURB WERE A DROPPED CURB IN JOINTS AT 60 FOOT INTERVALS OR EVER THIRD JOINT ALONG THE LENGTH O THE CURB AND WHERE THE CURB ABUTS DRAINAGE COWIN)E5 ACROSS THE BOTTOM OF THE SIDEWALK aRB \///\/%//%�\ !<�//\�//\�//\�/: \ ��\/ S 0730. �P Q PAVEMENT SECTION (MINIMUM THIGKNE55) \��' \\\\/�\'' F ' �O 11?J CASTINGS. RAM'.THE DETECTABLE WARNINGS SHALL EXTEND THE FULL � d p S FLARE 5'-0" MIN. FLARE 2.CURB AND SIDEWALKS TO BE INSTALLED AS INDICATED ON CONSTRUCTION PLANS. 11/2"-21/2' I'(iYP) WIDTH OF THE CURB RAMP OR FLUSH SURFACE. PRO EXPAN51ON JOINT 3.TYPICAL SIDEWALK ENDING EXTENDS 10-0 BEYOND PG OR PI,OR AS INDICATED ASPHALT CONCRETE " 3.THE EDGE OF THE DETECTABLE WARNllN6 FIELD NEAREST TO 2I/2" JEFFREY T. BUTLER, P.E. BY ENGINEER. N DOME(1YP) A RAILROAD CR0551N6 SHALL BE 15"TO 11"FROM THE BINDER COURSE • _ FLOW LINE 4.ALL CONCRETE TO BE 4000 P51 AIR ENTRAINED. ;� FACE OF THE 6ATE ARM.WHERE THERE 15 NO 6ATE,THE 11 FINE U) PAVEMENT SECTION (MINIMUM THICKNESS) _ _ COMPACTED BASE COURSE 4 5.FOR LOCATION OF CURB FROM PROPERTY LINE,SEE STANDARD ROAD DETAILS. EDGE OF THE DETECTABLE WARNING FIELD NEAREST TO Q b.STEEL FORMS OR EQUAL SHALL BE USED. O O O O O O O O O THE;TRACKS 90d BE 141'FROM THE GENTERLINIE OF THE 3/"STONE BLEND OR ASPHALT CONCRETE 1 1/2„ O I 1.ALL GONGRETE SHALL BE TAMPED IN PLACE,NO HONEYCOMB WILL BE ALLOWED. O O O O O O O O O O15NEARE�iT TRACK. CRUSHED CONCRETE WEARING COURSE -a ------------------------------------� FINISH SHALL BE SMOOTH AND EVEN RUBBED WITH A WOOD FLOAT. O O O O O O O O 1 4.DOME AL16NQ`1ENT.DOME5 SHALL BE ALI6NIED ON A 5QUARE ASPHALT GONGRETE „ LJJ 8.ALL EDGES SHALL BE TOOL ROUNDED. 6RI10 IN THE PREDOMINANT DIRECTION OF TRAVEL. BINDER COURSE 511 1-- 1- 0 0 00 0 0 0 0 0 0 1 5.THE DETEGTABLE WARNING 6ND SHALL BE THE COLOR TOWN H I C HWAY 5PEC. v SECTION A 0 0 0 0 0 0 0 0 0 0 5PEGIFIED IN THE GONTRAGT WaHENTS. STONE BLEND BASE 4" O < 6.PAYHENT LINES ARE THE 2'DIMENSION 5HOM IN THE ASPHALT ROADWAY z iY DEITAIL5 EXTENDIN6 THE RU DOME SPACING b"MIN ANS/OR APPLICABLE 5URFAGESDTH OF THE CURB RAMP NOT TO SCALE DRIi�EWAtY/PA�RKI1�lC� AREA r � � - PAVEMENT 5EGTION w ,- LU Q 12'-5y8" I 5' WIDE SIDE WALK DETECTABLE WARNING DETAIL N07 TO 5GALE , , < 1 K }O - - - - - - 5GALE:Nr5 O Q O T O < (L Z:LU D SEE CURB DETAIL z > - Z < 6 SECTION B H 7 V z V_ i- ^w o O I" 6' 2' MIN / 3' MAX 1:: 6:: Q Z u- v O N I CURB RAMP CONFIGURATION 11/2" RADIUS fA N qj N p o TYPE I - _ = r v =11/2" e - 3 u' O PER SCDPW STANDARD SHEET SC105-97, %0 4OP OF �- o REVISED BY TRAFFIC DIVISION 1/2014 FIN. NOTE: ALL �A o D D D e ' .D NOTE, ALL Z C PAVEMENT a' CONCRETE TO D - 5GALE: 1 - 1'-0" BE 4000 P51J _ D _ CONCRETE D G � 'D D e r �OP OF,+ TO BE 4000 D n V a. EXPANSION e p = FIN. D D JOINT e. D ° . D.: D -� PAVEMENT - 1051) D D PAOE : TYPE 'A', ITEM NO.cPA CONCRETE CURB ENDING ! MAY 2 5 2018 CONCRETE CURB 5GALE: I" = 1'-0" SP7 SCALE: I" = I'-O° (FOR TYPICAL TYPE'A'CURB OR AS INDIGAiED BY ENi61NEi=� - ti, ; 0f g DETAILS TO BE USED FOR PROPOSED WORK ALONG ' MAIN ROAD ' N. Y. S. Rte. 25 ONLY 9" MAX. 7" NI . I u PlFCH l" ��wARDS OPTIONAL LEVEL SECTIONS OPTIONAL PEO. ACCESS ROUTE/ ROADWAY LEVEL L BUFFER ZONE SIDEWALK WIDTH SLOPE TRANSITION UPAVEAENi MA OR OR H WIN. SLOPE 1:20 SECTION L SLOPE T'lb MIN. SLOPE 1:20 WIDTH VARIES 4'-0' MRV. MATERIAL AND 5'•0 YIN 5'0" 5'0' NIH � MAX.TSLOPE t14 CURB(TYPE VARIES) (SEE NOTE 14) WIDTH VARIES SHOULDER) - ae . MAX. SLOPE 1:4 MAX.MINSLOPE ls4 IE INTO EXISTING GROUND m • c, (SEE 609 SERIES STANDARD SHEETS) a , eiH jortfrs REQUIRED 6" (TYP,1 6` (TTP.1 O • x 7at RI _ %51 y 1.5X MAX. s1 oPE V tJ11Es § °-•, o�lN3BA5E15EEPLAN o.,•,'� -- - __-_----- -------- '-' - -__ VMRMESUSEETUOtE w - --.-T_YP_IC_AL SECTION) '._- -''i R` 4R/fg (OPTIONAL) - '__- OPTIONAL 1" OPTIONAL 1" TYPE VF150 R CURB REVEAL CURB REVEAL iVERTICAL FACED CURB WITHOUT CURB ANCHOR) (OPTIONAL) OPTIONAL I" (SEE NOTE D 1SEE NOTE 11 SURFACE TYPE ■ (SEE NOTE 41 6' SUBBASE 6 MIN. SUBBASE,WHERE (� CURB REVEAL \ (SEE NOTE 14) REl3UI1RED(SEE NOTE 10) DETAIL "A" +l-: EDGE OF PAVEMENT )SEE NOTE 1) BOTTOM OF CURB SEE PAVEMENT I 6" YIN.SUBBASE,WRERE 4' CONCRETE SIDEWALK ACCESSIBLE PASSING SPACE TRANSITION L] BOTTOM OF CURB RESTORATION DETAIL, REQUIRED (SEE NOTE 10) I6' AT DRIVEWAYS) ONE SIDE TAPERS EDGE OF PAVEMENT V■ _ I dl NOTES: (THIS DWG) _ CAST-IN-PLACE CONCRETE PRECAST CONCRETE, STONE, AND GRANITE VARIES 5'-0' H1H 5'0" 5'-0' WIN O 1. USE CURB AND CURB AND GUTTER MEETING THE MATERIAL AND CONSTRUCTION REQUIREMENTS OF CURB TRANSITIONS CURB TRANSITIONS cR !o gi SECTION 609 OF THE STANDARD SPECIFICATIONS. (SEE NOTE 2) (SEE NOTE 2) TYPICAL SIDEWALK CROSS SECTION CURBED WITH BUFFER ZONE o 2. CURB ANCHOR OMEW CONSTRUCTION).THIS DETAIL SHOWS PLACEMENT OF CURB ANCHORS. PUSH-IN TYPE ANCHORS MAY BE USED (SHOWN ON THE STANDARD SHEET FOR LONGITUDINAL TiES). ITEM 402.098201631(2") 3. CURB TYPES M150A,VFi50A AND M10DA REQUIRE CURB ANCHOR.CURB AND GUTTER TYPES VF1500 CURB TRANSITION LENGTHS IL) CURB TRANSITION LENGTHS (L) AND M1OOG REl1l1tAE ANCHORS WHEN PLACED ADJACENT TO CONCRETE PAVEMENT OR SHOULDER. OPE WITH CURB REVEAL PROPOSED MILLING OF TOP ASPHALT V MIN 4'-6" MIN. A 1:4 L•t2 1120 SHOULD EXTEND I-0OVER EXISTING B H H SLOPE E 4. WHEN VERTICAL FACED CURB LESS THAN 9" MID£IS USED WITH CURB BOXES CUT,{X12,AND CU3 AND 4' 16' 48" 80" 114 1:12 1120 ASPHALT PAVEMENT(SEE NOTE 3) DRIVEWAY DETAIL "B" CONCRETE SIDEWALK IS PLACED ADJACENT TO THIS CURB,SEE STANDARD SHEET MISCELLANEOUS 4" 12' 36" 60" ITEM APRON ACCESSIBLE PASSING SPACE TRANSITION CURB DETAILS FOR CURB BOX JOINTS. 6" 24" 72" 129' LIQUID ASPHALT SEAL 401.0101 6" 2D" 6a' 100" ITEM 203-019000021 �� BOTH SIDES TAPER H I i TRUNCATED DOLE OWENSIONS 5. 115E WITH CURB BOXES,CMI,CM2,AND CM3. EXISTING PAVEMENT p�° A $ DUAN. MIN. t. ON MAX. 2. CHI ITEM 402.19890163(2 1/2") B 1651 1.5" N v + H + C 50% - 65%OF D DIN. •TINS SLOPE MAY BE REMUD TO 1101m I° ITEM 402.011903(6") ° ° HB6HIT NORMAL 51DB4ALK t I"- V D 0.9' 1.4" ARB BEYOND SNOW STRIP ELEVATION V4'PER FT.AS NEGFf.:ARY FOR 1.THESE SINAGFS SHALL BE 6NM A SUP RESISTANT DESIGN ELEMENT TOLERANCES 5M00THN3t TRANSITION TO TEXIIRE A COARSE BROOM FN05FI PEtPaoluA Nt r0 TIE DESIGN AND FIELD LiMIT FOR VWX SCORE MARBC ADJACW PROPEMM ND54ALK SIDPE AND ALL HL.RAMPS SHALL BE FURNISH® - -I V2' � ° ° � ELEMENT LAYOUT UNIT ACCEPTANCE "SLOPE 3/4'P92 Fr. SLOPE V4'P�HT. WTH -oT� �` n84 6�381bo2 AND ITEM 304.01000010(6) PLAN SIDEWALK CROSS SLOPE - SEE HOTS 12 1.5X MAX. 2AX WAX. SPEC SECTION 5608310 1!a p ° 21}E FIRST FU15'fl A6 OF SIDB4ALK TO BTFfR SIDE OF N OP SIDEWALK GRADE MRUNHU{G SL01'Ef- SEE NOTE 11 4.5Y,MAX. 5.OY. MAX. ASPHALT AS MHE R BE SECTION AEI•TINS HRE FABRIC REWFORCEO PittPAVBBNi a ITEM 203.014000021 ��_ 0.2" CURB RAMP GRADE 4RUNHIN0 SLOPE) - SEE NOTE 21 7.5%MAX. 8.3X MAX. - - BLENDED TRANSITION GRADE (RUNNING SLOPE) - SEE NOTE T 4.57. NAY. 5.07. MAX. I" N ° ./C C ��A�/ 0 ALL VALUES SHOWN ON THE 608.01 STANDARD SHEETS REFER TO DESIGN AHD FIELD LAYOUT LIMITS, o r�Wr nEH MO•60010 6o4 3.THE"46SEi STRIP POLES E L0 SHALLATPD N I Foar INIL d N.Y.5.0.01..:.J.D.O.T. F�?IGHT-OI -H t I FOR ADDITIONAL REQUIREMENTS AND TOLERANCES, SEE"CRITICAL ELEUE14TS FOR THE DESIGN,LAYOUT, RE FABRICA'V1H�E UNITY POLES ARe � RE'9M ° AND CONSTRUCTION OF PEDESTRIAN FACILITIES" AVAILABLE ON THE NYSDDT HIGHWAY DESIGN MANUAL STORAGE STRIP'OR 710f ARE NOTE. 51.RFACE a SECTION E-E m SECTION ® HANDICAP RAMP RESTORATON OF THE`0Ff5ET 5TR1P'SHALL BE AS[NDK.AT® PAVEMENT RESTOR,�TI ON DETAIL CHAPTER 18 WEBSITE, TYPICALSWT10N FORTHE'SIMSTM46ESTRIP"BOAK (N4EETIN6 EXISTING ASPHALT PAVEMENT,NO RESURFACING) DETECTABLE WARNING SURFACE (DWS) r lV m 90H STORAGE STRIP OFFSET STRIP HI6 wy 4.W EREVER THE*%M 5TORA6E STRIP WDTH 15 LESS THAN -i„ NOT TO SCALE TRUNCATED DOM DETAILS pn BaINAWRY 'J P EET,THE 51DBQLK SHALL BE EXTER)ED TO THE H&HAY -SWDM618 NYSD�iITB, `�bao4 , NY5DOT113MIb.6SODDNS ' BOWARY. PAVEMENT RE5TORA�TION NOTES: 4'71NLK SLOPE I/4'PER FT. MTB4 61018 5.THE NNmmH CLEAR Waith OF SM441M SHALL BE 5 FET. CONCRETE CURB W r TYPE,VF150 ■ ..f: ' 6.THE NAXIMM CROSS-PITCH SHALL BE 114'PER FOOT. ITEM 609.04010510 I. LIQUID ASPHALT SEAL,FULL DEPITH 15 REQUIRED. ran; - - - - 2. TACK GOAT SHALL BE INCLUDED BETWEEN EVERY ASPHALT LIFT AND AT THE I/4" MAX. f y m JOINTS BETWlEEN NEW AND EXISTING ASPHALT PAVEME4T EDGES. COCAETELURBNN6 ' *,..,- "ea ,, x ({� X 6'i}iGlc ADyV�D�Vgy�Y 3. I OVERGIIT IN RESTORATION AREA,PROPOSED MILLIN6 TO TOP ASPHALT IN PLME NYSDOT ITEM No.606010 609(5l£MOM 2) SHOULD EXTEND I-0 OVER EXISTIN16 PAVEMENIT. iTB4 N0.609J0010104 7• - y NYSDOT SPDC SECTION 60bADM-SCORING-30'OL. COURSE SECTION ® SI DEWAL-K N'�T 11EM Nb•TO5D1-PFBa M"INT FILLER REQb THIK►ts SUPERPAVE SPEC. ITEM No.'s 11_ TYPICAL SECTION SPi6 SELL 60"DW6-CONSTRDGT IM AND EXPANSION JOINTS � O z TOP COURSE 2"THK 402.098201631 BINDER COURSE 715'T14K 402.19890163 BASE COURSE 6"THK 402.011403 I fIn I/tn !``' %",' L� O SUB BASE COUR5E b"THK. 304.01000010 MAX.. ` NOTE: ITEM No's OBTAINED FROM N.Y.S.D.O.T. ONLINE PAY ITEM CATALOG ON 10-18-2016Lu rfN ! _ T_ d) `' . ADDITIONAL ASPHALT PAVEMENT C•ONSTRDGITON ITEMS: =- ' " ASPHALT PAVEI IEM CONSTRUGTiON IMfb NOTES ON DRIVEWAY CONSTR14TION: NOTES ON SIDEWALK AREAS r (5EE R16HT FOR DETAIL AND MATFJtIAL5 U5®FOR PAVEN04T RESTORATION) I.DETAILS SHOW METHOD OF 5LOPIN6 AND CON5TRIIGTINl6 DRIVEWAY I.WHERE THE DISTANCE FROM THE FACE OF PROP05M GURB TO THE SPED ITEM No. DESCRIPTION 203-019000021 EXCAVATION AND EMBANKMENT IN WETLAND CREATION AREAS APRONS,WHERE CONCRETE SIDEWALK 15 NOT REQUIRED AND'DIRT' H16HWAY BOUNDARY 15 LE55 THAN 13 FT,THE REGIONAL PERMIT ENGINEER 20350140163 SAW CUTTIN6 PORTLAND GB14ENT CONCRETE 402.011903 A5PHALT CONCRETE-BA5E COURSE DRIVEWAYS NOT 5PEGIFIED,THE DRIVEWAY 15 TO BE CONSTRUCTED OF 3' MAY REQUIRE THE PERMITEE TO DEDICATE PROPERTY TO NEW YORKVERTICAL SURFACE DISCONTINUITIES 633.11 GLEANING EX!STI146 PAVB-ENT AND/OR SHOULDERS 633.12 GLEANING,5E-AILIN6 AND FILLING JOINTS AND CRACKS 402.19860163 ASPHALT CONCRETE-BINDER COURSE AND GONSTTRUGTED TO THE LAYOUT AND SLOPES SHOWN IN THESE DETAILS. STATE. SEE NOTE 6 ON SHEET 1 OF 9 MAY 2 5 2O�8 iu g 402.068201631 ASPHALT CONCRETE-TOP COURSE 2.WHERE DRIVEWAY APRON5 ARE ASPHALT,A I'HIGH DROP(URB SHALL 2.1HE'OFFSET STRIP"MINIMUM WIDTH SHALL BE I FT.IN AREAS WHERE 407.0103 TALK GOAT s m 304.01870608 SUB BASE COURSE FOR CONSTRUCTION OF PEIRVIOLS/ BE PLACED THROUGH THE DRIVEWAY. UTILITY POLES ARE LOCATED IN THE'SNOW STORAGE STRIP"OR THERE 402.25020018 SAWING AND SEALING JOINTS IN NEW HMW OVERLAYS '` - - `O POROUS PAVEMENT 5Y5TEM5 3.TH15 5LOPE MAY BE REDUGED TO 1/4'PER FT.A5 NlEGE55AW FOR ARE NOME. 1151146 HOT APPLIED SEALANT 402.01860163 ASPHALT CONCRETE-TRUING AND LEVELINl(5 COURSE SMOOTHER TRANSITION TO ADJACENT PROPERTIES. .3.OMITTED NOTE. 203.01400021 UNCLASSIFIED EXCAVATION AND EMBANKMENT IN v F'_ 40ID103 TACK GOAT 4.DRIVEWAY WIDTHS MAY HAVE TO BE ADJI5TED TO MEET EXI5TiN5 4.THE SURFACE OF THE S40H 5TORA6E STRIP'SHALL BE AS FOLLOWS: WETLAND GRFArTION AREAS "M fTl 480.30 M15G.GOLD MILLING OF BITLHINOU5 CONCRETE DRIVEWAY WIDTH5 AND 5KEW ANGLE APPROACHES. A)3 IN.THICKNESS. H� 480.40 MISC.GOLD MILLING OF PORTLAND GEMENT CONCRETE 5.THE DRIVEWAY GONI5TRUGTION DETAILS SHOW CURB CONTINUOUS B)4 INCHES THICK AND SCORED 30 INCHES CENTER TO CENTER GENERAL NOTESr CURB RW HOTESI 203.50140163 5AW GUTTING ASPHALT AND GONCIRETE THRO116H CONCRETE DRIVEWAY APRON5,BUT WHERE SEPARATE CURB AND G)OTHER MATERIALS-THESE MATERIALS MAY ONLY BE USED WHERE 1. THESE SHEETS ARE IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT 19. THE MINIMUM WIDTH OF A CURB RAMP SHALL BE 4'-ff'. 502.06000010 5ANX6T ASPHALT CONCRETE 51DEKALK DETAIL5 APPLY THE CURB WILL IN FACT TERMINATE EITHER 51DE THEIR USE 15 IN KEEPING WITH THE(HARACTERI5T1(5 OF THE (ADA),AHD THE REQUIREMENTS OF THE 2011 PROPOSED ACCESSIBILITY GUIDELINES FOR ENGINEER: 633.11 GLEANING EXI5TIN6 PAVEMENT AND/OR 5HOULDER5 OF CONCRETE APRONS AND THE APRON GONl5TRUGTED A5 SHOWN ON TH15 5LIRROUNDING AREA AND WHERE APPROVAL FOR THEIR USE HAS BEEN PEDESTRIAN FACILITIES IN THE PUBLIC RIGHT OF NAY (PROWAG). 20, THE GRADE (RUNNING SLOPE)OF A CURB RAMP SHALL BE A MINIMUM OF 5X,THE OBTAINED FRAM THE AGENCY(STATE,COUNTY,TOWN OR VILLAGE)WHICH GRADE FOR DESIGN AND LAYOUT SHALL BE A MAXIMUM OF 7.5%. THE GRADE FOR AOA 633.12 GLEANING,SEALING AND FIH IN6 JOINTS `SHEET• 2. DIMENSIONS SHOWN IN THE DETAILS AS MINIMUMS AND MAXIMUMS ARE THE LiMITS FOR ACCESSIBILITY AND WORK ACCEPTANCE SHALL BE A NAMWIAM OF 83X, ASPHALT PAVEMENT GONI5ITRUGTION NOTES: 6.THESE 5URFAGE5 SHALL BE GIVEN A SLIP RE515TANT TEXTURE. A WILL MAINTAIN THE SNOW STORAGE STRIP AREA. DESIGN AND FIELD LAYOUT.FACILITIES 50ALL NOT BE CONSTRUCTED WITH VALUES ` COARSE FIN154 PERPENDICULAR TO THE SIDEWALK SLOPE 15 AGGEPTABLE. 5.THE MININ'UM CLEAR WIDTH OF SIDEWALKS SHALL MATCH EXI5TINIG TURNING SPACE(TYP.1 OUTSIDE THE LIMITS FOR WORK ACCEPTANCE, SEE TABLE'DESIGN ELEMENT TOLERANCES" 21. WHERE EXISTING CONDITIONS DO NOT ALLOW THE CONSTRUCTION OF A CURB RAMP WiTH EW,y4 1.ASPHALT PAVEMENT WIDENING WILL ONLY BE PERMITTED ADJACENT'TO ON THIS SHEET,FURTHER INFORMATION IS PROVIDED ON CRITICAL ELEMENTS FOR THE A GRADE (RUNONiNG SLOPE) OF 8.3% OR LESS, THE RAW LENGTH SHALL NOT BE REQUIRED fN EXI5TIN6 FULL DEPTH ASPHALT PAVEMENT.WHERE THE EX15T.PAVEMENT 15 SIDEWALK AREAS ITEM DESCRIPTIONS: ADJACENT. (SEE NOTES 26,27&28) DESIGN LAYOUT AHD ACCEPTANCE OF PEDESTRIAN FACILITIES' AVAILABLE ON THE TO EXCEED 15'-i" FOR DESIGN AND FIELD LAYOUT. THE RAMP LENGTH SHALL NOT BE OC EIUT CONCRETE:,CONCRETE WIDENING MUST BE U5ED. WHERE THE EXIST.PAVEMENT 15 203-01`1000021 EXCAVATION AND EMBANKMENT IN WETLAND CREATION AREAS b.THE MAXIMUM 51DEWALK CRO-55-PITCH SHALL BE 1/4'PER FOOT. NYSOO?HIGNYAf DESION MANUAL CHAPTER 18 VEBSITE, REQUIRED TO EXCEED 15'-0' FOR WORK ACCEPTANCE. �l�j �A COMPOSITE,A C-OMP051TE WIDENING MU5T BE CONSTRUCTED. 203.50140163 SAWDUST ASPHALT AND CONCRETE PAVEMENT 3. NOT ALL FACILITIES CAN BE CONSTRUCTED TO MEEi THE DESIGN STANDARDS. 22, THE CROSS SLOPE OF THE CURB RAMP SHALL BE AS FLAT AS POSSIBLE AHO STILL ��Z kQ d 304.01670608 SUB BA5E COURSE-CRUSHED STONE AGGREGATE !• FACILITIES THAT CANNOT BE CONSTRUCTED TO MEET THE DESIGN STANDARDS SHALL BE PROVIDE POSITIVE DRAINAGE. THE CROSS SLOPE OF A CURB RAMP SHALL BE 133 MAXIMUM W K,� BUILDING OR OTHER STRUCTURE �7+�/ CONSTRUCTED TO MEET THE STANDARDS TO THE GREATEST EXTENT PRACTICABLE. FOR DESIGN AND LAYOUT, AND 2V MAXIMUM FOR WORK ACCEPTANCE. SEE NOTE 12 FOR W I�r�°'' l w 2.WHERE THE EX15TIN67PAVEMENT GRO55-%OPE 15 DIFFERENT FROM 1/4'PER 502.Og0000IO 5AHAbT ASPHALT CONCRETE - _ NONSTANDARD FEATURES SHALL BE JUSTIFIED PER HIGHWAY DESIGN MANUAL CHAPTER 2 EXCEPTIONS, WHERE THE EXISTING ROADWAY GRADE EXCEEDS 2%, THE CURB RAMP MAY BE '� Q Z FOOT,THE PROP05ED PAVEMENT SLOPE SHALL MATCH THE EXI5TIN6 PROVIDED 608.0101 CONCRETE SIDEWALKS AND DRIVEWAYS GENERAL NOTES _ - EXHIBIT 2-15A, WARPED ACCORDIHO TO THE DETAIL ON SHEET B OF 9 TO TIE INTO THE DROP CURB, �p THE SLOPE WILL BE 3116"PER FT.MINIMUM AND 318"PER FT.MAXIN4H- WHERE 608503 CONCRETE SIDEWALKS AND DRIVEWAYS-ALL RELATED BID ITEMS �i, THE TYPICAL DETAILS DEPICTED ON THE STANDARD SHEETS AND IN 714E MUTCO,REFLECT 4. i0 CHECK FIELD LAYOUT AND TO VERIFY WORK ACCEPTANCE, ALL SLOPES AND GRADES 23. RAMP SIDE OPTIONS ARE DETAILED ON SHEET 3 OF 9 FOR USE WITHIN THE BUFFER / `L .. •r- A SLOPE WITHIN TH15 RANGE CANNOT 13E OBTAINED,RE`.�IIRFAGINIG OF THE 608.01140002 EXPOSED AGGREGATE C 4GRETE RESLIRFAGING FOR THE M NIMLN REQUIREMENTS. BUFFER ZONE �I WILL BE MEASURED WITH A 4 FOOT LONG DIGITAL LEVEL USING AT LEAST TWO READINGS, ZONE, WHERE A PEDESTRIAN C[ACULATION PATH CROSSES THE CURB RAMP FLARED SIDES EXISTING ROADWAY TO CORRECT ITS GR055-SLOPE MAY BE REQUIRED BY THE SIDEWALKS,DRIVEWAY5 AND BICYCLE PATHS C S�d� /s ¢ � - • _ C - - WHIR£ THE READINGS VARY,THE MEASUREMENTS WILL BE AVERAGED. GRADE OiLNN1NG SNAIL BE INSTALLED WITH A MAXIMUM SLOPE OF 9.5%FOR DESIGN AND LAYOUT,AND 10/. �i j3A9 Q 2. THE CONTRACTOR IIIIST SUBMIT TO 111E ENGINEER,M WITTING,PROPOSED REYISRIWS TO 1 0 REGIONAL PERMIT ENGINEER 610.18 SODDINIG 111E TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL BY THE RECIONA!DIRECTOR OR _ �b " " " " " - ^ " - - BUFFER ZONE C HOTERIWINEI.CROSS SAW/ULGSf MEASIREDiPERP£NDIEcuFSaRTro CI?NTE8lINERdT 5 TO THE pIRB�j E ACCEPTANCE. THE SLOPE OF FLARED SIDES [5 MEA511RE0 PARALLEL TO SFS PR ES��O� HIS/HER DESIGNEE FIVE 6)WORK DAYS PRIOR TO THE PLANNED IMPLEMENTATION OF SUCH PROPOSED REVISIONS,EXCEPT FOR CHARGES THAT ALTER THE SCOPE OF THE TRAFFIC - 10'INTERVALS. F �= - " `" " ' ;:"" 24. THE BACKSIDE OF A PARALLEL RAMPSHOULD BE GRADED TO A MAXIMA SLOPE OF 25% JEFF R, P.E. CONTROL PLAN, SUCH CHANGES iN SCOPE MUST BE SUBMQTTEO TO THE ENGINEER FOR - - - - - 5. GRADES O11R8{ING SLOPES)ARE MEASURED IN THE DIRECTION OF PEDESTRIAN TRAVEL. TO MATCH EXISTING TERRAIN, UNLESS OTHERWISE SHOWN IN THE CONTRACT DOC(IMENTS. APPROVAL BY THE REGIONAL DIRECTOR OR HIS/HER DESIGNEE THIRTY 00)WORKING DAYS - - - ' / _ SLOPES ARE MEASURED PERPENDICULAR TO THE DIRECTION OF PEDESTRIAN TRAVEL. WHERE GRADING IS NOT FEASIBLE DUE TO LIMITED ROW OR PHYSICAL CONSTRAINTS,A PRIOR TO IMPLEMENTATION OF SUCH REVISIONS, - ; - _ - - - - - _ - _ _ - ; , - - , y - BACK CURB MAY BE INSTALLED. SEE DETAILS ON SHEET 3 OF 9 AND SHEET 9 OF 9. - _ < / _ G. JOINTS BETWEER SIDEWALKS,CURB RAMPS, TURNING SPACES AND R ADWAYS SHALL BE Q 3. THE CONTRACTOR SHALL PAOYIDE THE ENGINEER IN WRITING WiTH THE HONES " - / _ FLUSH AND FREE FROM ABN1 T VER CAL CHANGES GREATER THAN 1/1' VERTICAL.SURFACE 25. DEPARTMENT PREFERENCE IS TO INSTALL TWO CURB RAMPS Ai A STREET CORNER THAT ADDRESSES, AND TELEPHONE NUMBERS OF STAF?WHO ARE AUTHORIZED TO SEaRE LABOR, - - - '., �u,__ _ - - - - DISCONTINUITIES BETWEEN � AND �Z SHALL BE BEVELED WITH A 45I.OPE NOT STEEPER SERVES BOTH CROSSINGS.WHERE EXISTING PHYSICAL CONSTRAINTS PREVENT TWO CURB ALS AND E IPNENT FOR EMERGENCY REPAIRS OUTSIDE NORMAL WORKING HOURS. THE ±i:. '''}': x _:r - /� O MATER) QU ,�.v,,, THAN lfl. THE BEVEL SHALL BE APPLIED ACROSS THE ENTIRE JOINT. SEE DETAIL ON RAMPS FROM BEING INSTALLED AT A STREET CORNER THAT SERVES BOTH CROSSINGS A / w c " SEE SHEET 3 OF 9 ENGINEER WILL PROVIDE THE SU3MITT£0 INFORMATION i0 REGIONAL MANAGEMENT, THE NEW SEE SHEET 3 OF 9 :.a e'"'",';; _ - ;�.,s >.::;:,,, (n YORK STATE POLICE,THE RESIDENT ENGINEER,AND THE LOCAL POLICE. FOR RAND SIDE OPTIONS , `K;.,<. FOR RAMN'SIDE OPTIONS SHEET 2 OF 9. SINGLE DIAGONAL CURB RAMP WILL BE PERMITTED TO SERVE BOTH PEDESTRIAN STREET ?...: .,r, a >.. "-- T. SIDEWALKS ARE CONNECTED TO ROADWAYS BY EITHER BLENDED TRANSITIONS OR CURB CROSSINGS. ? F- ACTIVITY AREA RAMS : moi::;::'' "h';:T$�s?C;;. = '= ' ,:,'�' RAMP RAMPS.BLENDED TRANSITIONS ARE CONNECTIONS BETWEEN THE SIDEWALK LEVEL AND 714EROADWAY O IJ I. THE CONTRACTOR SHALL MAINTAIN A MINIMUM 500'LONGITUDINAL DISTANCE BETWEEN ' CONSTRUCTION OPERATIONS ON ALTERNATE SLOES OF THE ROADWAY,UNLESS OTHERWISE / GREATER THAANNL5X ARENCONSIDEAVE A RED CURB RAMPS.MUM GRADE UtNIN1NG SLOPE)OF 5X,AND TRANSITIONS / ' •�;:rN,v TURNING SPACE AND CLEAR SPACE NOTES) P4 z APPROVED BY THE ENGINEER. 8. CURB RAMPS AND BLENDED TRANSITIONS MAY REQUIRE THE INSTALLATION OF WHERE A CHARGE IN DIRECTION IS REQUIRED TO UTILIZE A CURB RAMP A TURNING O I L 2, WHEN TWO OR MORE AREAS ARE ADJACENT SPACE SHALL BE PROVIDED AT THE BASE OR THE TOP of CURB IAMB'AS APPLICABLE. 0 CLEAR SPACE SEE DETECTABLE WARNNG SHEOVERLAP, OR ARE IN CLOSE PROXIMITY, THE � 5+ / 9.5`X kl1L 9'S DETECTABLE WARNINGS. SEE ADDITIONAL 'DETECTABLE WARNING HOTES" ON THIS SHEET, 26. CONTRACTOR SHALL ENSURE THERE ARE NO CONFLICTING SIGNS AND THAT LANE CONTINUITY � / � �/ AND DETAILS ON ET 2 OF 9 FOR DIMENSIONS,ORIENTATION AND INSTALLATION. � � / TURNING SPACES SHALL BE PERMITTED TO OVERLAP CLEAR SPACES. 4SEE NOTE 291 / PLACEMENT DETAILS ON SHEET 2 1 9. VERTICAL AUGMENT SHALL BE GENERALLY PLANAR.GRADE BREAKS WITHIN THE �/ O z 27. WHERE THERE ARE NO VERTICAL CONSTRAINTS AT THE BACK OF SIDEWALK, PEDESTRIAN ACCESS ROUTE SHALL BE PERPENDICULAR 10 THE DIRECTION OF TRAVEL AND VERTICAL CURB, BUILDINGS,FENCES) THE TURNING SPACE DIMENSIONS SHALL BE 41-O" x _ • • SHALL NOT BE ROURiDEO. CLEAR SPACE 4'-0" MIHIMUML WHERE THE TINNING SPACE IS CONSTRAINED Ai THE BACK OF SIDEWALK SIDE FLARE ITYP,) ,- " ,- . (SEE NOTE 29) THE TURNING SPACE SHALL BE 4 O X 5-O MINIMUM. THE 5 0 DIMENSION SHALL B O • • (SEE NOTE 231 10. MATERIAL DEPTHS SHOWN ON THESE SHEETS ARE TYPICAL MINIMUM VALUES AND MAY BE PROVIDED PERPENDICULAR TO THE CONSTRAINT, DIFFERENT IN THE CONTRACT DOCUMENTS. QI Q O I ~ f1. SIDEWALK GRADE CUNNING SLOPE)SHALL NOT BE DESIGNED TO EXCEED 4.5%, EXCEPT 28. TURNING SPACES SHALL NOT BE DESIGNED WITH CROSS SLOPE GREATER THAN 1.5X IN Q IL WHEN WATCHING INTO EXISTING SIDEWALK OR WHEN THE HIGHWAY GRADE I5 STEEPER.WHEN AMY DIRECTION, WHILE PROVIDING POSITIVE DRAINAGE. THE MAXIM CROSS SLOPE FOR E-U � � O < IL SHOULDER I CURB RAMP CONFIGURATION! TYPE T WORK ACCEPTANCE IS 2.OX. A NONSTANDARD FEATURE JUSTIFICATION IS REQUIRED WHERE HIGHWAY GRADE IS GREATER THAN 5%, THE SIDEWALK GRADE SHALL NOT EXCEED 711E TURNING SPACES EXCEED 2.0% IN ANY DIRECTION. O W ` O < HIGHWAY GRADE. z z �I O TRAVEL LANE 12. TRE CROSS SLOPE OF PEDESTRIAN ACCESS ROUTES SHALL BE 1.5%MAXIMUM FOR 2g• BEYOND THE BOTTOM GRADE BREAK,A CLEAR SPACE Of 4'-0 x 4'-0' MINIMUM SHALL BE PROVIDED WITHIN THE WIDTH OF THE PEDESTRIAN CROSSWALK AND OUTSIDE THE z r AREIALLOWElD1AY0Ui, AND 2%MAXIMUM FOR WORK ACCEPTANCE, THE FOLLOWING EXCEPTIONS PARALLEL VEHICLE TRAVEL LANE. THE CLEAR SPACE MAY OVERLr<P TURNING SPACES, LTJ z Q SIGNS LANE CLOSURES DETECTABLE WARNING SURFACES,AND DROP CURBS. TRAVEL LANE 10'1IN[1HAM �� 1. THE LOCATIONS OF THE SIGNS SHOWN ON THE WORK ZONE TRAFFIC CONTROL FLANS AND J. THE CONTRACTOR SHALL LOCATE LANE CLOSURES TO PROVIDE OPTIMUM VISIBILITY, I.E. A. WHERE PEDESTRIAN STREET CROSSINGS ARE PROVIDED AT INTERSECTIONS < u z r BEFORE CURVES AND CRESTS, TO THE EXTENT CONDITIONS PERMIT. WITHOUT YIELD HI STOP CONTROL OR YHERE THERE 15 ANY TRAFFIC SIGNAL DETAILS MAY BE ADJUSTED BASED ON SIGHT DISTANCE AND OTHER CONSIDERA'T10NS. THE WITHOUT A FLASHING RED, THE CROSS SLOPE OF A PEDESTRIAN ACCESS ROUTE DETECTABLE WARNING HOTESt � ---I _ FINAL LOCATIONS OF SIGNS ARE SUBJECT TO APPROVAL E THE ENGINEER. CONTAINED WITHIN A STREET CROSSING SHALL BE 4.5Y. MAXIMUM FOR DESIGN V V O O SHOULDER - :o - 2. IN ENGINEER MAY REQUIRE TRAY ALL LANES B£RE-OPENED AT ANY TINE IF 16E ROUTE IS AND LAYOUT,AND 5Y MAXIMUM FOR WORK ACCEPTANCE. 30, DETECTABLE WARNING SURFACES SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS ON n z IL 2. ANY EXISTING SIGNS INCLUDING OVERHEAD SIGNS,WHICH CONFLICT WITH THE TEMPORARY NEEDED FOR EMERGENCY PURPOSES.THIS COULD INCLUDE INCIDENTS AT LOCATIONS OUTSIDE PEDESTRIAN ACCESS ROUTESI ^ LL_ N I TRAFFIC CONTROL SIGN LAYOUT 50ALL BE COVERED,REMOVED, STORED OR RESET, AS THE CONTRACT LIMITS. B. WHERE MIOSLOCK PEOESTRiAN STREET CROSSINGS ARE PROVIDED THE CROSS Q/ �- r APPROVED BY THE ENGINEER.ALL APPROPRIATE EXISTING SiGH$ SHALL BE RESTORED TO SLOPE OF A PEDESTRIAN ACCESS ROUTE CONTAINED WITHIN A MIOOLOCK A. CURB RAMPS AND BLENDED TRANSITIONS AT PEDESTRIAN STREET CROSSINGS, O V1 O THEIR ORIGINAL CONDITION AND/OR LOCATION UNLESS OTHERWISE REPLACED INN THIS LANE WIDTHS STREET CROSSING SHALL BE PERMITTED TO EQUAL THE STREET OR HIGHWAY Q m (j O O CONTRACT. GRADE. B. PEDESTRIAN REFUGE ISLANDS (WHERE THE LENGTH OF THE PEDESTRIAN ACCESS ROUTE 1, UNLESS AUTHORIZED BY THE ENGINEER, THE MINIMAIM LAKE WIDTHS FOR WORK ZONE TRAVEL _ ACROSS THE REFUGE ISLAND IS GREATER THAN OR EQUAL TO 6 FEET). 306'-540' OSTEO PLACEMENT 3. SiGNS AT OR HEAR INTERSECTIONS SHALL BE PLACED 50 THAT INET DO NOT OBSTRUCT A LANES SHALL 8E AS fOLLOWSr FREEWAYS LINO/OR EXPRESSWAYS IS 11'.THE MINIMUM LANE l}, THE MINIMAAM CLEAR WIDTH FOR PEDESTRIAN ACCESS ROUTES IS 4'4',EXCLUSIVE OF � LL ADOW YENICL O MOTORIST'S LiM OF SIGHT. WIDTH FOR ALL OTHER TYPES OF ROADWAYS IS 10'. THE CURB. WHEN WALKWAY WIDTHS ARE LESS THAN 5'-Y', C. PEDESTRIAN AT-GRADE RAIL CROSSINGS NOT LOCATED WITHIN A STREET OR HIGHWAY. z ~J Lu O 1000 POSTED SPEED REE TABLE MAX[MIRI 4. ALL WARNING ANO REGULATORY SIGNS SHALL BE POSTED ON BOTH SIDES OF MAIITi-LANE 2. THE CONTRACTOR SHALL PROVIDE A WRITTEN NOTICE 70 THE ENGINEER, A MINIMUM OF 21 5'-0' x 5'-0" PASSING SPACES(5H0[(N IN DETAIL A OR 81,OR A FEATURE OF EQUAL �I``�� z LIMIT s 45 MPH NY2-B) DIVIDED HIGHWAYS,MULTI-LANE RAMPS, AND ONE-WAY STREETS.iN CASES WHERE LANE CALENDAR DAYS IN ADVANCE OF PERFORMING ANY WORK THAT RESULTS IN THE REDUCED OR GREATER DIMENSIONS(E.C.,DRIVEWAYS)THAT MEET THE SLOPE CRITERIA,SHALL 8E 31. DETECTABLE WARNING SURFACES SHALL BE PROVIDED WHERE THE PEDESTRIAN ACCESS RESTRICTIONS REDUCE THE TRAVEL LANE TO ONE LAN,SIGNS SHALL BE POSTED ON THE YIOTH CE AN EXISTING ROADWAY.50 THAi THE ENGUNF�R MAY NOTIFY THE REClONNAL PROVIOED AT A MAXIMUM INTERVAL OF 200'.EXISTING DRIVEWAYS AND STREET CROSSING ROUTE CROSSES DRIVEWAYS WiTH SIGRAL"YIELD OR STOP CONTROL.DETECTABLE WARNING SHADOWEYEHI E 3yE RIGHT SIDE OF TEE ACTIVE TRAVEL LANE,UNLESS OTHERWISE AUTHORIZED BY'THE PERMIT ENGINEER 1N A TIMELY MANNER, MAY ALSO SERVE AS PASSING SPACES. SURFACES SHALL NOT BE PROYiOEO AT(3t0551NG5 OF UNCONTROLLED DRIVEWAY APRONS. W ENGINEER. 14. THE BUFFER ZONE IS A PHYSICAL DISTANCE SEPARATING THE PEDESTRIAN ACCESS 32. SOME DETECTABLE WARNING PRODUCTS REQUIRE A CONCRETE BORDER FOR PROPER z !- suucm spow SHOULDER S. SIGHS MOUNTED ON THE MEDIAN OF DIVIDED HIGHYAYS WHERE MEDIAN BARRIERS IS IN PLACE BARRiMSHADOW VEHICLES ROUTE FR{B11 THE VEHICLE TRAVELED WAY.THE BUFFER ZONE MAY 8E PLANTED OR PAYED. INSTALLATION. IF RfQU1RE0, THE BORDER SHALL NOT EXCEED 2".WHERE THE SACK Of Q XJrot rra MAY BE MOUNTED ON THE BARRIER IBM A SADDLE TYPE BRACKET.LAYING THE SIGN DOWN WHERE THE BUFFER ZONE WIDTH EXCLUSIVE OF CURB, iS LESS THAN 3-0" THE SURFACE CURB EDGE IS TOOLED TO PROVIDE A RADIUS,THE BORDER DIMENSION SHALL BE MEASURED O O Im row THIN)( END IN A HORIZONTAL POSITION 15 NOT PERMITTED, SHOULD BE PAVED OR CONSTRUCTED WITH HARDSCAPE MATERIALS. FROM THE INSIDE EDGE OF THE CURB RADIUS. O -7 Dw H. BARRIER AND SHADOW VEHICLES SHALL. BE REQUIRED AS PER STANDARD SHEET ROA ORK �s 6. THE DIMENSIONS OF WORK ZONE TRAFFIC CONTROL SIGNS ARE DESCRIBED IN THE MMUTCO. TITLED YORK ZONE TRAFFIC CONTROL LEGENDS AND NOTES'. I5. THE MAXIMUM RECOMMENDED CROSS SLOPE OF A TURF BUFFER ZONE OR SLOPE 33. THE DETAILS PROVIDED ARE NOT DRAWN TO SCALE.THE QUANTITY OF DOMES DEPICTED 620 2 IRAN BE SIDEWALK 25' ERZ S WITH A CROSS L A S 0ILLUSTRATION YRS- W21 5 SHOULDER CLOSURE AHY CHANCES TO THE DIMENSIONS 5HALL SE APPROVED BT THE REGIONAL DlRIECTOR oR BY 2. NO WORK ACTIVITY.EQUIPMENT.VEHICLES AHD/OR(MATERIALS SHALL BE LOCATED BETWEEN SHOUL HIND SIDE IS �, NST ONE IT 0 5 5 OPE GREATER Tx N DH THE DETECTABLE NARNDG UNIT I f R UMIN ONLY.THE SIZE OF THE HES/HER DESIGNEE. 25X SHOULD BE PAYE0.PLANTED OR CONSTRUCTED WITH HARDSCAPE MATERIALS. DETECTABLE WARNING FIELD SHALL BE 24` MINIMUM [N THE DIRECTION (lf TRAVEL AHD ROAD IRE BARRIER OR SHADOW VEHICLE AND THE ACTIVE WORK AREA WILL AHEAD DISTANCEL SHALL EXTEND THE FULL WIDTH OF THE CURB RAMP OR FLUSH SURFACE,EXCLUDING ANY ROAD WORK SHORT DURATION STATIONARY OR MOBILE 3. THE CONTRACTOR MAY BE REQUIRED TO PROVIDE A BARRIER VEHICLE 1H CONJUNCTION WITH 16. WHEN CROSSING DRIVEWAYS,THE WORK SHALL BE IN CONFORMANCE WITH STANDARD FLARED SIDES.THE WIDTH OF THE DETECTABLE WARNING FIELD INCLUDES A CONCRETE PA r-- " WORK T. HYR9-12 MAY B£ USED IN PLACE OF HYR9-It, /J�\ J}-- 2-LANE, 2-WAY ROADWAY POLICE PRESENCE iN THE WORK ZUNNE,TO BE INCLUDED IN THE UNIT BID PRICE FOR BASIC SHEET 648 03. BORDER,1F PROY[OEO. 020-1 (SEE AHEAD CHANNF112[NG DEVICES WORK ZONE TRAFFIC CONTROL. 17. FOR PEDESTRIAN SIGNALS AND PEDESTRIAN PUSH BUTTONS.REFER TO STANDARD SHEET 34. OR SLOPES OF 5%OR GREATER,THE BONS OF DOMES SHALL BE ALIGNED TO BE NOTES 2 AND 1) (MULTIPLE WORK LOCATIONS) NOT TO SCALE) 1. WHERE POSSIBLE ALL CRAMMING AND GUIDING DEVICES ARE TO BE PLACED SO AS TO 680-10 FOR DETAILS. PERPENDICULAR OR RADIAL TO THE LOWER GRADE BREAK ON THE RAMP RUN,WHERE DOMES W201PROVIDE A MiNiMUM 2'LATERAL CLEARANCE TO THE TRAVELED WAY. ARE ARRAYED RADIALLY THEY MAY DIFFER IN COME DIAMETER AND CENTER-TO-EHTER 4SEE NOTE 41 18. WHERE EXISTING ROADWAYS ARE SAWCUT TO INSTALL CURBING AID/OR SIDEWALK, THE SPACING WITHIN THE RANGES SPECIFIED ON SHEET 2, ON SLOPES LESS THAN 5%,DOME PUBLIC ACCESS ROADWAY SHOULD BE SAWCUT AT LEAST 2'-0" FROM THE PROPOSED CURB LINE TO ALLOW ORIENTATION IS LESS CRITICAL AND MAY DIFFER FROM PERPENDICULAR OR RADIAL NMEXT fOR ADEQUATE COMPACTION OF ASPHALT. 1F SAWCUT iS LESS THAN 2'-0" FROM PROPOSED ALIGNMENT TO THE GRADE BREAK. XX YtES 1. PROPERTY OWNERS WHOSE DRIVEWAYS WILL BE MADE INACCESSIBLE SHALL BE NOTIFIED BY CURB LiNE,THEN THE ROADWAY SHALL BE REBUILT USING CLASS C CONCRETE.SEE W1-3a THE CONTRACTOR Ai LEAST 24 HOURS PRIOR TO RESTRICTING USE OF THE DRIVEWAY.FOR DETAILS ON SHEET 9 OF 9, 35, THE DETECTABLE WARNING FIELD SHALL BE THE COLOR SPECIFIED IN THE CONTRACT )SEE HOTS 11 MIU TIPLE ACCESS PROPERTIES, AT LEAST ONE DRIVEWAY SHALL BE OPEN AT ALL TIWS. DOCUMENTS OR MEET THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS. DETECTABLE ACCESS SHALL BE RESTORED TO ALL ORIYENAYS AS SOON AS POSSIBLE. HIHNING WAY,OR PEDESTRIAACES N ACCESSAST ROU ESUALLY WITH SURFACE,EITHERCENT LTCHT ON--DARK RR 4fl SP8 2. SUITABLE RAMPS SHALL BE INSTALLED TO MAINTAIN SMOOTH TRANSITIONS FROM DARK-ON-LTGHT. RESIDENTIAL AND COMMERCiAL DRIVEWAYS TO AND FROM THE WORK AREA. of g