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Home My WebLink AboutSet of NYS DOT Maps:Drainage Improvements on NY 25 & 27 State Highways 1524, 8229, 8291 in Rvrhd & E Hampton (., \J~ \ V\c,,-y\ Y\l)\~ STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION OFFICE OF ENGINEERING "". .".'~ ~~ ki \~'f.'r!.c ~.'.'~~' ~J!.( '.".'~~:~J",~ '~~,. j, /.,-. !"~ ' '- "~ , \".l~." '," ';, , _':"~~"< ->)~-~,}. '-r'- --'( X if jj \_O_~\ 0258723 + ~ m D :e ~ < ~ D .....~ TO( STATE OF N[W YORK -~ R{GI(JtjS l tOCAfl()t,lS or- ~E,,)O."L or-fll.ES .~ surE OFPHlIlI(NI or- llUNSPORhflON a; ,.. g v W r v , ,..(!)or.... I STANDARD SHEETS U203-1. 1.l203-2. l.l203-3. "203-~. U203-5. l.l<103-1. 1.1502-1. 1J502-13. l.l603-1. l.l603-3. 1J60~-8. l.l607-2. lA607-11. 1.l607-12. U609-2RI. 1.4611-1. lA625-tRI. l.l655-6. 1.l655-9RI. 1.l655-10R2. ~655-IIRI. 1.1655-12. 1J655-13RI ~..;;'" ~_U'.~"~""I_"~'" .......-. -",'j.''-' . ,\'16 :';. --,: " ...,I~ --.,' /~1.].___~____ __ '__ ,.._ _ ~l-.::'.,... - SITE OF WORK . i DRAINAGE IMPROVEMENTS STATE HIGHWAYS THE TOWNS OF ON 152 ~. RIVERHEAD NY25 AND NY27 8229. 8291 AND EAST HAMPTON ALL WORK CONTEUPlA TED UNDER THIS CONTRACT IS TO BE COvERED BY AND IN CONFQRU!TY WITH THE STANDARD SPECIFICATIONS IU[TR[C UNITS) OF JANUARY 2. 1995. AS AUEtIDEO BY ADDENDA NOS. I AND 2. EXCEPT AS t.lOOIFIED ON THESE PLANS AND IN THE ITEl.lIIED PROPOSAL. i ,""'- ~...,.... IN ~ m D :e . ~ ~ W 58 SHEETS SUFFOLK COUNTY CONTRACT 0258723 FISCAL SHARE Y'~}.~f;,~):.~..\ /\~~JJ Jejl 'It \,:' , 1'\ ,\ k,T', \ ,y ,/ SOr' IiQld "";\')"~-r \ - ~ / . ',j. _ .. ~ \ \'.v1t'.t1 '{\.." "( , '( / ~oplc _ + -, ',).' L_~ .f _ c>'--I-- ! ~ r\~' ".r:z<JBivvle~ -- .', "1. 'i~ .~.J.:"o;rt,..._l\ ('#\ 1";, (t;' (~~" (;~r J'E' c J \ \ i 'j ...J "I @ \ ~ chn:9.oJP :-. ~'''j f',-,. i \ J '- \ 'l"'::j ."\ ' . ' \, U . - 'Il1iI._ 'kla...J " I I a. .." I h;, ", I. ....,,"_~~t~\ /j~fN;.c~\~~~~:\(~~G#'j~'\~/~'~~~i ~~../?~ ~ViTIe Lou,"l\:iil I \ \ j,/ ). [..4 \ )., 'f' '. ..\/ . , ,,', Y' 'I) . I 'f' ,"pton V E R H"~'~h,.'f4U';~Jun~rl J F1.~~~' ,( ~~~~~~lliO~i'\\>(I;~~ ,!>~l:fi;'c/~I .' LOCATION 4 Roye" e.k ,'" ~ -C. -.' . l " ,f, " ','" 4 ,,~. --( ~...- ~ '1,>./ \;' '\ I H;+ A... ! -"",- I \ ,~' J: ~)'~"1r:iM"" \ ..'~ -', ,', \i;)0@ 1-:1 /~,. Flen e's ' ',, - -- .1' ~\ )-- T~ (-:"".!\ , :e . p on@Shim~~Ol:k'l r'~\ \, ',,' ~.~ ,./' ! ~\~'.~11.n~,""B;}J)1. ,~:~'I:I) ,J (j ~~.~".o /'i If' / Ii Ly,.1i,~~.n,':.(. ~_~!"-1[( ;/ffYEf-tt,. . i rr \$f~' . ,,;:;/ . ,'Ji'~iqll (" I" \ < \$i~?' s~:I "" {I . j i I I iy'" riches "'-- ~ THERE ARE FOUR MISCELLANEOUS DRAINAGE LOCA liONS IN THIS PROJECT LOCATION 1 IS APPROXIMATELY 250 m EAST OF WADING RIVER,MAI,IORVILLE ROAD ON MIDDLE COUNTRY ROAD INY251 IN CALVERTON, TOWN OF RIVERHEAD. SUFFOLK COUNTY LOCATION 2 IS AT THE INTERSECTION OF MIDDLE COUNTRY ROAD INY251 AND MARRAIOOKA AVENUE IN MATfITUCK, 10WN OF SOUTHOLD, SUFFOLK COUNTY LOCATION 3 IS APPROXIMATELY 700 m EAST OF ELIJAH'S LANE ON MIDDLE COUNTRY ROAD INY251 IN MATTlTUCK. TOWN OF SOUTHOLD. SUFFOLK COUNTY RE~ LOCATION 4 IS AT THE INTERSECTION OF MONTAUK HIGHWAY INY271 AND BUNKER HILL ROAD IN AMAGANSETT. TOWN OF EAST HAMPTON, SUFFOLK COUNTY 1:f~~~~TYR liON 'NGINEER ~i/~-!~~pofT~i~"AiNiENANcEENGI:t~~[ ~~~~/ :~~~,,<'~:~ .~dt;jt' G. ~N[PS. P.E. B. ColLOW[N. P.E. T. F. OELERICH. P.E CRAIG SIRAC& P.E. "0 -. CONTRACTOR'S NA~E__ AWARD DATE t LOCAT ION COUPLET ION DATE_ ~ m o ::: v W <5 FINAL ACCEPTANCE DATE_ REGIONAL DIRECTOR LOCATION 2 Long 1.I.nd Sound ENGINEER IN CHARGE_ FINAL COST TOTAL LOCATTON 1 COSTlSl ~ m D W Z " ~ W D > ~ 0 0 j N ~ ~ & W & 0 / < ~ z ~ < ,. & m .. ~ / ~it : ~ :; / .& ON = ,,", s... /.. ~N <C' . *> . ;:)~ T :'i /' . ~ , ..tnO'l ~.. " > ",(O"$dOEO Byl """ ~ W r~ 0 REGI . . E GN f.o~- >ow ~ -~ ~ ~~ z , WW ~~ J. fy $C...RIZ.... P.L ~~ "' ;;:g + ~~ - '];{!- .' Wedirl _.n__... ,.___ . \U __:'\ Ri .e'... .1': -- --. \ \ , :/,,~~I. oLe - G 2C,,1 /\' o 2750 5500 8250 11000 13 750 IJ -- . .,.-,..; .--' SCALE DRAINAGE IMPROVEMENTS AT FOUR LOCATIONS SUFFOLK COUNTY , FED. ROAD REG. NO. I I FEDERAL AID f'RQJE_CT NO. CAPITAL PROJECT 1~~!4Tlfl~~T1[)~ ~O~ l~N~E:~~N -SHEE~ N~. STATE i- N.'!'. SHEET NO. TOTAL SHEETS 58 0042.14.101 .2 ] + ~ w ~ ~ ~ u w ~ u " ~ ~ " O! " .; ~ . w ~ .. N ~ ~ '" W '" U ? < ~ z N < ~ ~ '" W '" 0 ? ~ ~ . .1 : .....~ ~ ~... ~ ~ .- ~ ~ ~ 0 ~ ~~... ..; ~> . ~~i ~ :aleS' ::; ;: ~ w r<< ~ xw " ~!S z ~~ " -'~ ~ -" w ~o + 0 ~ w o w ~ ~ < << o INDEX SHEET DESCRIPTION DRAWING NO. NO. I TITLE SHE" CO""R , ItI)EX & LIST OF ABBREVIATION' I-I 3 TYPICAL SECTIONS IS-1 . ESTIUAl[ OF QUANTITIES QUAN-I 5 LECE..., L-I 6-7 GENERAL NOTES GN-l , 8-11 TRAFFIC CONTROL PLANS rep-I TO TCP-4 12 oA5" IN' 7"5 BL-I 13-14 MISCElLANEOUS TABLES Mr-l 2 15 DRAINAGE NOTES ON-l 16-)7 ORAINAGE TABlES OT-I 2 18-20 MISCELLANEOUS DETAilS lAO-I TO UD-J 21-23 nRA NAGE DI=TAII c; 00-1 TO 00-3 24-25 RECHARGE BASIN DETAILS RB-I , ,6-" CULVERT DETAilS CD-I , ,8-,9 TEUPORARr EROSION CONTROL DETAILS TEC-I , 30-32 PAvEUENT REPAIRS DETAILS PR-I TO PR-3 33-3-4 RETAINING WAll DETAILS RW-I 2 35-36 EARTHwORk SUMMARy SHl=l=yS ES-I , 37-43 REGIONAL GUIDE SHEETS RGS-1234A55A6 " LOCATION I - GEtERAL PlAN CPt-! .5 LOCATION 1 - LANDSCAPE PlAN lPI-l '6 LOCATION I - UTILITy & DRAINAGE PLAN UOI-I 41 OCAT ON . G N RA PLAN CP,-I '8 LOCA TlON 2 - LAN:)SCAPE PLAN LP2-t '9 LOCATION 2 - UTILITY & DRAINAGE PLAN UO,-I 50 LOCATION 2 - GRADING PLAN GR2-1 51 lOCATION 3 - GENERAL PlAN CP3-1 52 LOCATION 3 - LANOSCA~ pI AN LP3-1 53 tV'Al'I'lN ~ - uTIlITy & DRAINAGE PLAN ,,",- 5' LOCATION 3 - GRADING PLAN CR3-1 55 LOCATION 4 - CENERAL PlAN CP4-1 56 LOCATION 4 - LAt()SCAP[ PLAN LP'-I 51 LOCATION 4 - UTILITY & DRAINAGE PLAN U04-1 58 LOCATION" - GRAnlNG PlAN CR..- Rep TB Te TG vep AH A2 BK I!. BRG "- es . EQ EXT HeL HSO L LS Lve Me ~ ~ It!. pe PI POL PSO PT pve PVI PvT R se 550 ST STA T TGL TS ve ~ < ~ >= ~ w ~ ~ o w ~ u w ~ u BB Be B 0 CAP CB CIP "- STRM CMP CP CS? Cu.v DIA DMH OS D'XING EHW EL ELEV ELW ES HW INY tot-< MHW OHW OLW SICPP ~ w o w z u ;;; w o ALIGNMENT AHEAD AZII.4UTH BACK BASELINE BEARING CENTERLINE CURVE TO SPIRAL CF?OSS SLOPE EQUALITY ExTERNAL HORIZONTAL CONTROL LINE HEADLIGHT SIGHT DISTANCE LENGTH OF CIRCULAR CURvE LENGTH OF SPIRAL LENGTH OF vERTICAL CURvE CENTER CORRECTION OF VERTICAL CURVE MAIN LINE POINT OF CURVATURE POINT OF INTERSECTION POINT ON LINE PASSING SIGHT DISTANCE POINT OF TANGENT POINT OF VERTICAL CURvE POINT OF vERTICAL INTERSECTION POINT OF vERTICAL TANGENT RADIUS SPIRAL TO CURvE STOPPING SIGHT DISTANCE S~IRAL TO TANGENT STATION TANGENT LENGTH THEORETICAL GRADE LINE TANGENT TO SPIRAL vERTICAL CURVE ABUT AOBE ASPH BOY BLDG BM CC CONe CONST CR o OM Dwy EP ES FP FD FL GAR GR HO HWY IP MB MON N!.w OG O/H P PAV'T PE PED POLE t POR RR RTE ROw ROw W/A ROW WO/A Rw SH SI-t..DR SPK ST STK STy sw TE TO U/G ww TOPOGRAPHY (DRAINAGEI aOTTOM OF BANK ISTREAM) BOTTOM OF CURB BOTTOM OF OPENING CORRUGATED ALtMlNUM PIPE CATCH BASIN CAST IRON PIPE CENTERLINE OF STREAM CORRUGATED METAL PIPE CONCRETE PIPE CORRUGATED STEEL PIPE CLLVERT DIAMETER IJRAINAGE MAt>l-fOLE DRAINAGE STRUCTURE DITCH CROSSING EXTREME HIGH WATER ELEV A TI ON ELEVATION EXTREME LOW wATER Et>O SECTION HEADWALL INVERT MA,,",OLE t.1EAN HIGH wATER ORDINARy HIGH WATER ORDINARy LOw WATER SMOOTH INTERIOR CORRUGATED PE PIPE F?EINFORCED CONCRETE PIPE TOP OF BANK I STREAM) TOP OF CURB TOP OF GRATE VITRIFIED CLAY PIPE TOPOGRAPHY (MISCELLANEOUS) ABUTMENT AS ORDERED By ENGINEER ASPHALT BOUNDARy BUILDING BENCH UARK CENTER TO CENTER CONCRETE CONSTRUCTION COUNTY ROAD DEED DISTANCE DIRECT I.4EASUREMENT DRivEwAy EDGE OF PAVEMENT EDGE OF SHOULDER FENCE POST FOUNDATION FENCE LINE GARAGE GRAVEL HOUSE HIGHWAy IRON PIN OR IRON PIPE MAILBOX MONUUENT NAIL AND WASHER ORIGINAL GROUND OvERHEAD PARCEL PAvEMENT PERMANENT EASEMENT PEDESTRIAN POLE PROPERTy LINE PORCH RAILROAD ROUTE RIGHT OF WAy RIGHT OF WAy WITH ACCESS RIGHT OF WAY WITHOUT ACCESS RETAINING WALL STATE HIGH'NAY SHOULDER SPIKE STREET STAKE STORY SIDEWALK TEMPORARY EASEMENT TEMPORARY OCCUPANCY UNDERGROUND WING WALL STANDARD SYIA80l ITEM PAYMENT UNIT: EQUIVALENT NOlAENCLA TURE: (PLANS) ESTllAATE OF SPEC BOOK/PROPOSAL QUANTITIES SHEE T . " METER .' SQIA SQUARE METER .' C" CoolC METER k. KM KILOMETER ho "A HECTARE kO KC kILOGRAM t OR Mgt "1 METRIC TON L L LITER . THE ~TRIC TON IS EQUIVALENT TO ONE UEGAGRAl.I IUQI FED ROAD STATE REG. NO. CONTRACT NO. SHEET TOTAL NO. SHEETS , 58 N.Y. 0258723 DRAINAGE IMPROVDAENTS AT FOUR LOCATIONS NY2S & NY27 SH829]. 5H8229. 5H9305 SUFFOLK COUNTy P.I.N. 0042.14 B.I.N. E Etot-< G GP GSB Gv HYD LP LPG pp SA SMH ST T TCB TELBOX TEL P Ttot-< CTV W wSB wv UTILITIES ELECTRIC ELECTRIC MANHOLE GAS GUY POLE GAS SERVICE BOx I HOUSE LINE) GAS VALvE IUAIN LINE) HyDRANT LIGHT POLE LOW PRESSURE GAS POWER POLE SAN I T ARY SEWER SANITARy MANHOLE STORM SEwER TELEPHONE TRAFFIC CONTROL Bex TELEPHONE BOX TELEPHONE POLE TELEPHONE UANHOLE CABLE TELEVISION WATER WATER SERVICE BOx (HOUSE LINE) WATER vALvE IMAIN LINE) SUBSURFACE EXPLORATION STANDARD ST"BOL 8 ABC-I REPLACE ABBREVIATION MAS" WITH_ AH HAND AUGER CP CONE PENETROMETER DA 60 mm CASED DRILL HOLE OM DRILLING MUD ON 100 mm CASED DRILL HOLE FH HOLLOW FLIGHT AUGER PA POWER AUGER PH PROBE PT PERCOLATION TEST HOLE ~P 25 mm SAMPLER ( RETRACT ABLE PLUG) SP SEISUIC POINT TP TEST PIT REPLACE ABBREVIATION NC" IN CATEGORIES_ DA. OM, ON AND FH WITH_ a BRIDGE C CUT o DA" F FILL K CULvERT W WALL X TO BE USED IF ONE OF THE ABOvE CANNOT BE DEFINED AT THE TIME THE EXPLORATION IS MADE FILENAME 004214AC.00T All OI~NSIONS ARE IN m UNLESS OTHERWISE NOTED AS BUlL T REVISIONS SIGNA TURE DATE INDEX 8< ABBREVIA nONS STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION DRAWING NO. I-I + ~ ~ 0 .. ::i u w z u .. ~ ~ o '" ~ < ~ o EmTING GROUNi / / / / __ /S-LOPE 1 ON 3 MAX~ ~ ~ o w ~ < 2 ~ ~ W ~ ~ o w ~ u w z u ~ ~ o w z u ;;; w o } ~ < :; .; W . ~ < N ~ ~ ~ W U , < ~ z N < ~ 2 ~ ~ , ~ i ~'" t . ~~ ~ W ~ ~ !i' ~ l!l WN ~ "'. 8- W w> ~!L '" 0 :ij~ Ja W ;: '" W W!l!'" ~ ~ ~-~ W Z!:::::J Z WW U -'~ ;;; <;:g + W 0 PROPOSED TIP-UP GUTTER- (SEE DETAIL ON OWG. UD-Il " PROPOSED NORTHSIDE DRA[NAGE DITCH [SEE ~G. MQ-t FOR DETAIL AND ITEMSl " " " \ --- ----.::::: 2.'138 rn & VARIES ASPHALT SHOULDER 1// 9.144 m TRAVEL LANES rEXISTING ASPHALT OVERLAY (65 mmJ! ~ ..-.... I I /--7 / \ / ~ I. + I I 1.8 m SHOULDER 1.2 m I y25mm I lJ I I I - 200 rnm ~ EX(STING CONCRETE TYPICAL SECTION LOCATION 1 STA 14+900 - STA 15+470 l//I 7.3 m TRAVEL LANES I EX!ST[NG A$PHAL T OVERLAY (65 mnllt 1 I l200 mm:!: EXISTING COMPOSITE CONCRETE L-- ITEM 06403.127102 U 140 mm) - ITEM 407.0t t.4 I .1. E -- w ~ 0- o ; ; ; ~ HORIZONTAL SCALE I 5 m r-- PROPOSED TIP-UP GUTTER ISEE DETAtL ON owe. MQ-tJ 2.438 m & VARIES ASPHALT SHOULDER FED ROAD STATE REG. NO. CONTRACT NO. I N.Y. 0258723 ORAINAGE IMPROVEMENTS AT FOUR LOCATIONS NY25 & NY27 SH8291. SH8229. SH9305 SUFFOLK COUNTY P.LN. 0042.14 I B.I.N. PROPOSED SOUTHSIDE DRAINAGE DITCH (SEE oWG. 1.40-1 FOR DETAIL AND !TEIJSJ EX[SHNG GROUND ./. L:---.- l -----.::--.. ~ \ ;-- \ / \---1 L L- [TEU 06403.127102 1.4 (40 mm) ~ITEf.l407.0t M !TE~ 633.0202 1.4 ITEM 633.05 1.4 I 1.8 m I SHOULDER I I 1.2 m I I 25 mm~ -!TEU 490.30 U (40 mml ITEM 06'03.127102 407.01 '90.30 10608.0205 633.0202 633.05 EX[STlNG GROUND DESCRIPTION SPRPAVE HWA. OWNS TATE H vOl.. 12.5 1m FI TACk COAT USCLUEOUS CCl.O WILLING OF BIHINUS CONC A$PHLT CONC. SDWLk. ORVWY & BCYCLE PATHS CLEANING EXISTING PAVEt,ENT & SHLOER CLEANING SEALING & FILLING JOINTS/CRACkS ~- SHEET TOTAL NO. SHEETS 3 58 ALL DUENSJONS ARE IN m LNLES$ OTHERWiSE NOTED AS BUlL T REvISIO-NS UNIT .T L 5Qll .T SQ. LS SIGNATURE TYPICAL SECTION LOCA nONS 2 & 3 STA 0+710 - STA 1+000 STA 2+300 - STA 2+670 TYPICAL SECTIONS DATE STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION F1LENAUE 004214AA.TYP I DATE 12/01 REGION 10 I DRAWING NO. TS-l ~ ~ ~ u . . ;;; . .. .. / . ;;; . .. .. / i' ~ , > . / .;1; ~... !i If!'':''... w>8, !S!L :ti\H """ W!i'~ I_Ill t;::::I z WW 0 ...J'-- :J} i::3 UJ + 0 + ~ .. o ... ~ u w ~ u ; ~ .. o ~ u w ~ u ~ .. o W z u ;;; w o ~ :!! ~ W .; ~ W U ~ Z ~ " m ~ ~ w ~ ~ w o > '" ~ o ~ '> ~ w ~ ~ ~ PROPERTY LINE PROPERTy LINE MARKER EASEMENT LINE - - - - -- RIGHT or WAY ~ON.~_____ ----- _llOfl._ L1t.{&lAON. ~ ~ ACCESS ROW WO/A ROW W fA INFORMATION ROW W/A ROW WIA. ACQUISITION INFORIlATION @ FEE w'" @ " @ TE -I -I T. FEATURE COOROINA TE GRIO SPOT ELEVATION ~ m o io' ~ ~ ~ o WA TER [LEVA TJON BENCH MARK BASELINE POINT RUANENT SURvEy MARKER POINT ON liNE <P NORTH ARROW IGRID) NORTH ARROW eWAGNETIC' BASELINE CENTERLINE ~ .. o io' ~ " ;= o w MAJOR ELEVATION CONTOUR LUNQR El VA ON CONTOUR D€PRESSION ROCK OUTCROP BOULDER CUT LIMITS FILL WAITS NATIONAL STATE COUNTy TOWN CITY OR V LAG PUBLIC LAt() HIGHWAY BOUNDARy fEE WITH ACCESS PERMANENT EASEMENT TEMPORARy EASEMENT TEUPORARv OCCUPANCY SYMBOL EXISTING PROPOSED SURVEY DATA of Y'Mf_ _;103.2 W.E. + t02.5 [JS.M. 12 ~ (.) --<>--!~ ---+- ~---,--- CONTOURS -... _l60-..... """",,--,.0--.... ...---- ~ <;__,__21 ---, 1 '""_ ,-'--_.1_----'-- TOPOGRAPHY ~~ ~., tA :. <L'J ............... ~ BOUNDARIES CANADA ---u:s:A:"'"--- !<EwrORk --~~A--- """'" - - CORiLAt<<T - -- TO~OFDICl]NSON - -,'Wif ""F'iira:r- -- CITY OF" BINCHAWrON ----~rooc~s~------. -+- -------------m'l.P. --+- FEA TURE SYMBOL EXISTING PROPOS EO RAILROADS "~ILROAD + f--t I I I 10 ) SOO SCAL El R~~tO,'P" " ::I=--+'-=/: I I I 10 ( A I RAILROAD :1:::1_:+ [ABANDONED' RAILROAD ~ w/ CATENARY :+"1-:'--1 RAILROAD .;;!~ I . 1 WlELECTRIC RAIL RAILROAD G~K.ADE ~. =<l I CROSSING GATE TREES AND BRUSH DECIDUOUS TREE 0 0 CONIFEROUS TREE c,,- (f DECIDUOUS BUSH 0 0 CONIFEROUS BUSH " 0 T~,;.J,~~E blf)( STUllP 0 HEDGE ^^. ^ ^^ ^ . BRUSH lit.(: ~.~ . ~ ~ . ~ . . . . WOODED AREA EDGE . . . . . DEClDUOUS CXXJOCXJ cx:xxxx::> TREE ROw C~~~E~~S .:oie,'::--.;/e/::--';,'f-';/f- ~~ F~DI~;J~N /~ /" , PANT N BUILDING AND SPECIAL SITES BUILDING ~ BUILDING TO BE """",- DEUOlISHED BUJ~~ITNG UNDER L'" CON TRUCTlON ltlDERPASS ..........UNDERP ~ MAILBOx OMB 0118 ~i;KI~kA~:~~~. OFP o FP POLE 0 0 (NON-UTILITY) WEll . WATER LOCATIONS "R~:ER vn ~- . -"- . .~ ~ _. . . 1IA,<~FAl.~> D. -- RAPIDS - -~ -- - INTERMITTENT STREAM -'. . . SPRING 0-.'- MARSH OR SWALf> ( ~-f; ~:'"'~~ ED~R~E~ATERWAY - - -...- R F AT~E FEA TURE I SYMBOL I EXISTING I PROPOSED ROUTE MARKERS INTERSTATE r;) QJ STATE C:J 0 COUNTY (;) 0 COUNTY TOURING ./-., 0 ROUTE SHIELD "'LSj TOWN liJ m U.S. iT) 8 ROADS PAVED ROADWAY UNPAVED ROADWAY -----. SIDEWALK S!i - ::SJI:: CUR~~O~~ ClIlB - --- ---- CHANGE OF ~ - - - FlUSH LEOIAN --- ..:::~'!t!::; '---~~-=:: GUIDE RAIL OR BARRIER .~~~;.'C OJJIIJ a:IlIIJ An N ATOR BOX BEAU OR -0---------0--- a a "W" BEAU Rii.- 8~r~ BEAM OR . W" . AM lAED. BARR. C'BlE,,~UIOE -<'----<>---- . R.I C.?:'~:1~1E RETAINING WAtL "" R1I , , fENCE II , GUIDE POSTS 6666 STONE WALL 05 m WAJ.1. 0.5 .. IALL BARRICADE = = TRAFFIC CONTROL TEUPO~~DI~~CRETE TEMPORARy CONCRETE ~~ BARRIER LIGHTED C~~~T.!t~~~ON H CONST. BARRICADE ,1'J4 LIGHTED PLASTIC DRUM <D PLASTIC DRUM . LIGHTED FLASHING ARROW "''':ZJ BOARD CONE ... FLACGER --- V'RIA~f~,UESS'CE Iv Mol P AY SIGNS AND BILLBOARDS SICN -0- au -0- au IGROlNO MOUNTED) SIGN , - . (OVERHEAD) BILLBOARD. ~ ~ TWO POST SIGN NEW SIGN ~ SIGN REMOVAL (l) RELOCATE TO E9 PosmON SHOWN TO REUAIN VI FEATURE I SYMBOL I EXISTING I PROPOSED DRAINAGE FACILITIES CUL vERT DRAINAGE DDS 00$ CDS . OS STRUCTURE GRATE ~~ ~ OITCH LINE PAvED GUTTER PAVED GUTTER PAVED GUTTER = ...J , . HEADWALL c:=::::J c::::::::J ENO SECTION ~ ~ RIP-RAP (~--.".... . .. (.- ...- -... - ... ~ ~_ J SANITARy SEWER -SA- -SA- STORY SEWER --ST-~ -5T- EROSION & SEDlllENTATlON CONTROL STATE WETLAND ----{SW)--- I!!I FEDERAL WETlAND -------[3- - STATE/FED WETLAND ----fi-- ~ ADJACENT AREA ----------{Ai)- = HAYOALE/STRAW 8ALE , , ..,,,. 1 SIL T FENCE 0 . VEGETATION FENCE ----@-- SIL T IvEG FENCE . 0- T~BIDJTY C~TAIN (TIC, SEOIUENT TRAP CD 1~1~\C~,o:,.~, - S/F.... CHECK D'~.A -HIS.... OiAYBALE/STRAW ALE C~m"D'U -STO.... I TN) UTILITY LINES UNf.Em~,,!,D -tE- -LE- OvERHE.D ~oc- -CE- ElECTRIC OVERHEAD E~~~~~~C ~ OCTL- - CETl- TRANSMISSION L111E UNDERGROUND -UT- -VT- TElEPHONE OVERHE~, -01- -OT- TElEPHON If,IDERGROUND ~UCTv- - UCTY- CABLE T.V. OVERHEAD -C"CTv- - ocrv- CABLE T.v. UNDERGROUND ~ LFO ~ LFO- fIBER OPTIC DvERHEAD - (FO-- CFO- FlBER OPTIC G'S -----G- O- Oil -0-- -0- wATER -w- -.- GEOTECHNICAL BORING LOCATION H DNB; SHEET PILING F\_",.F\J'c. r\J'\.J'V"\. FED ROAD STATE REG. NO. CONTRACT NO SHEET TOTAL NO. SHEETS D258723 N.Y. S 58 DRAINAGE I~PROVEMENTS AT FOUR LOCATIONS NY25 & NY27 SH82'31. SH8229. SH9305 SUFFOLK COUNTY P.I.N. 0042.14 a.l.N. FEATURE SYMBOL D EXISTING PROPOSED RESURF N;/NG UTILITIES ABOVE GROUNO UTILITY POlE -0- <1)- 0 UTILITY POlE <n $-. "'filiNG &- RESURF/JC/NG WITH LIGHT UY WIRE <c. .---- W/ANCHOR . . l N ~ CHL --0 ~ CEll --tlI ~ AND TOWERS "'aN STRIP (>-B }='J: ........ 1-"'-1 // AND POlES LIGHT POlE en a-. C8J U x (I1 [g PAVEMENT REPAIR STREET LIGHTS TRAFFIC SIGNAL 0 0 UTILITy BOx DUB DUB ~ x IT! m ASPHALT ORNEWt.1 TRAFFIC SIGNALS . . RR SIGNALS ~R RR ~R ORR SIGN"- DXG . IGNAL ' xC [SJ TRAfF IC SIGNAL -t -t <', ,\, ASPHALT GUTTER .ll X ";" ','.-, AND/OR SP/WlN POLICE. FIRE ~ ~ TElEPHONE BOOTH If] If.J ~ ',"".-,' PAPER BOx Q ISI " '<'".......~ TR/MltlfNG & RESH/if'fNG ,.. ,. ELECTRIC l,€TER [] lEI GAS ME TER [Q 1m WATER METER 1m I!l F IRE HyDRANT 0 -0 GAS LINE MARKER -e- -e- CUY WIRE WATER MANHOLE (Ii) MANHOLE GAS MANHOLE @ <ll> MISC. MANHOlE @ l8l WATER VALVE -{}- -{)- UTILITY VALVE qp . CAS VALVE l><T M ALL DIMENSIONS ARE IN m LNLESS OTHERWISE NOTED AS BUlL T REvISIONS SIGNATURE DATE LEGEND -- } STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION DRAwING NO. l-l FILENAME 00"214AC.oOT + .. .. ~ ~ E ::! .; ~ 0 ~ ~ ~ ;;; ~ ~ & W ~ ~ ~ Z ;;; ~ ~ ~ & ~ & " ~ .. . ... . > . . 'tre '" ~ ... ~ ....... ~ lllO ~ 0 ~& ~ WN "'. . ~ ~> 0 ~~i '" 0 :Ulll S' ~ ;; ~ w ~~'" ~ :P:~ ~ z12~ z WW 0 ~~ ;;; ;;:~ + w 0 GENERAL NOTES FED ROAD 5 TA TE REG. NO. MISCElLANEOUS 9. WITHIN THE Ll~ITS OF RESURFAC[NG, ALL UNSEALED AND [NAOEQUATEl Y SEALED JOINTS AND CRACKS 6 t.11J IN WIDTH OR GREATER WHICH ARE VISIBLE IN THE SURFACE SHALL BE CLEANED AND SEALED PRIOR TO PLACE~ENT OF THE ASPHALT. CRACKS FROM 6 t.1M TO 25 IJIJ WIDE SHALL BE SEALED UNDER ITEM 633.05 M WITH A t.1IXTURE OF BITUI.lINOUS l.4ATERIAL I.4EETlNG THE REQUIREMENTS OF 702~4501 AS LISTED IN TABLE 6 OF SECTION 702 AND/OR OF 102- 3601 AS LISTED IN TABLE 5 OF SECTION 102. l.IORTAR SAND SHALL MEET THE REQUIREl.lENTS OF SUBSECTION 70]-03. WHICHEVER E~ULSION THE CONTRACTOR CHOOSES HE SHALL PROVIDE CERTIFICATION TO THE Ele STAl[NG THAT THE MATERIAL IS COMPA TIBlE WITH THE ~ORTAR SAND SELECTED TO PRODUCE ALLOWABLE COATING AND RETENTION IN AN[ON[C AND/OR CAT[ON[C PHASES. THE ~ArERIALS SHALL BE MIXED TO A MORTAR CONSISTENCY TO THE SATISFACTION OF THE ENG[NEER. A M[NERAL FILLER MEETING THE REQUIREMENTS OF 703-08 MAY BE AOOED FOR WORKAB[L1TY AS ORDERED BY THE ENGINEER. CRACKS WIDER THAN 25 Ml.4 SHALL BE REPAIRED AS SPEC [F lED UNDER ITEM 633.05 M. THE CLEANING SHALL CONSIST OF THE REMOVAL OF ALL D[RT AND LOOSE MATER[AL AND SHALL BE ACCOMPLISHED BY HOLD[NG A CLEANING JET. MEASURING AT LEAST 550 KPA AT THE SOURCE. 25 MIA ABOVE THE PAVEMENT SURF ACE. THIS WORK SHALL BE COMPLETED AT LEAS T 24 HOURS BUT NO MORE THAN 2 WEEKS IN ADVANCE OF THE PAVING OPERA TION. PA YMENT FOR THIS WORK WILL BE MADE UNDER ITEM 633.05 M. MOB[LE CONVEYER. MATER[AL TRANSFER VEHICLE DEVICE. SHUTTLE BUGGY. l.4ATER[AL TRANSFER PAVER. OR PAVER WITH REMIXER CONVEYOR SYSTEM. THE ENG[NEER WILL CONSIDER OTHER TYPES OF EQUIPMENT OR MOD[FICATIONS TO PAVERS. WHICH W(LL l.4[N[M[ZE SEGREGATION. RAVELING THAT MAY OCCUR TO THE ASPHALT MAT THAT IS SUBJECT TO TRAFFIC DURING ANY PHASE OF CONSTRUCTION IS THE RESPONS[B[L1TY OF THE CONTRACTOR. ALL NECESSARY REPAIRS TO RAVELED AREAS SHALL BE REPAIRED AT NO COST TO THE STATE, TI1IS WORK MAY [NCLUDE. BUT IS NOT L1M[TED TO. SAW CUTTING. REMOVAL OF RAVELED/UNSTABLE HOT M[X ASPHAL T AND PLACEMENT OF NEW HOT MIX ASPHAL T l.4ATER[AL IN REPAIR AREA. CONTRACT NO. SHEET NO. TOTAL SHEETS N.Y. 0258723 58 . ~ ~ o ~ ~ u ~ ~ u I. AREAS BEYOND THE WORK LIMITS D[STURBED FOR ANY REASON. BY THE CONTRACTOR AND I..IIS EMPLOYEES. SHALL BE RESTORED TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE. ORAINAGE I~PROVEI.4ENTS AT FOUR lOCATIONS NY25 & NY27 SH829I. SH8229. SH9305 SUFFOLK COUNTY P.I.N. 0042.14 ALL OIUENSIONS ARE IN m ~lESS OTHERWISE NOTED AS BUILT REVISIONS 2. OTHER CONTRACTS MAY BE UNDER CONSTRUCTION DUR[NG THE TIME OF TH[S PROJECT. THE CONTRACTOR SHALL CONSULT WITH THE VARIOUS PARTIES AND SHALL COORD[NATE H[S SCHEDULE W[TH THEtRS. THE OTHER CONTRACTS INCLUDE: PIN 0806.89.IOl - PRIORITy RESURFACING WAD[NG RIVER ROAD TO MANOR ROAD LETTING: MAY 17. 2001 THE PAVER SHALL HAVE A CONSTANT FLOW/HEAD OF MATERIAL. THE WINGS OF THE PAVER RECEiVING HOPPER SHALL NOT BE RAISED mUl.4PEDl AT ANY TIME DUR[NG THE PAVING OPERATION. STOPPING OF PAVING MACHINE SHALL BE KEPT TO A M[NIUUM. BROADCASTING OF LOOSE ~ATERIAl OVER THE PAVED MAT WILL NOT BE PER~ITTED. ~ ~ o ~ ~ ~ ~ o S lAGING AREA PERMIT NOTES 3. A INO-FEEl saG[NG AREA PERMIT IS REQU[RED FOR SHORT AND LONG TERM TEMPORARY OCCUPANCY OF STATE OWNEO lAND UNDER THE MA[NTENANCE JURISDICTION OF THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION. WITHIN OR OUTSIDE THE PROJECT L1~HTS. L6. DUR[NG PAVING OPERATIONS ON THIS CONTRACT A LONGITUDINAL PAVEMENT JO[NT [N EXCESS OF 30 M AT THE END OF THE WORK[NG DAY IS PROH[BITED. ~ ~ o ~ ~ ~ ~ ~ A S T AG[NG AREA PERMIT IS NEEDED FOR EACH DISCONTINUOUS AREA USED FOR A FlELD OFFICE FAC!L1TY. STORAGE OF CONSTRUCTION SUPPLIES. EQUIPMENT AND VEHICLES. STOCKP[L1NG OF SOIL. AGGREGATE OR EXCAVATED MATERIALS. OR OTHER APPROVED USE. THE REGIONAL H[GHWAY MAINTENANCE ENGINEER ISSUES THE NO- FEE. STAGING AREA PERM[T [N CONJUNCTION WITH THE HIGHWAY MA INTENANCE RESIDENCE ENG[NEER. REGIONAL LANDSCAPE ARCHITECT ANO PROJECT ENGINEER-IN-CHARGE. THE PERMIT FORl.4 AND REQUIREMENTS ARE [NCLUDED IN THE PROPOSAL. 10. THE PROVIS[ONS OF SUBSECTION 401-3.11 OF THE SPEC[FICATIONS REGARD[NG USAGE OF A TAUT REFERENCE liNE 00 NOT APPLY TO THIS CONTRACT. THE CONTRACTOR W[LL NOT BE REQUIRED TO UTILIZE A TAUT REFERENCE LINE FOR PLACEMENT OF THE ASPHALT RESURfAC[NG PROVIDEO HE CAN PLACE THE ASPHALT WITHIN THE SURFACE TOLERANCES OF SUBSECTION 401-3.14 UTlLlZlNG A UOVING REFERENCE. ! 7. CONTRACTOR'S ATTENTION [S DIREC TED TO THE FACT THAT THE SPECIFICATION REQUIREMENTS FOR "TEST SECTION" DO NOT APPLY TO THE FOLLOW[NG SUPERPAVE [TEMS IN THIS CONTRACT. HOWEVER. THE REQUIRED M[NIMUM NUt.lBER OF PASSES FOR THE COMPACTION OF THE VARIOUS PAVEMENT COURSES IS G[VEN IN TABLE I OF THE SPECIF[CA TIONS FOR THE FOllOWING SUPERPAVE ITEMS: 06403.127102 M 06403.127302 1.1 06403.257902 M 06403.377902 U THE INTENT OF THIS PERIJ[T [S TO AVERT ADVERSE ENVIRONMENTAL. TRAFFIC. VISUAL OR PUBLIC IMPACTS AND TO ESTABLISH RESTORATION REQUIREMENTS WHEN THE USE OF STATE OWNED LAND IS ENDED. II. THE EX[STlNG SUPERELEVATlONS ARE TO BE REPEATED. SOME VARIATIONS (N THE EXISTING SLOPES OCCURS AT EACH CURVE. THE CONTRACTOR IS TO OETERM[NE THE MAXUAUM RATE AND HOLD IT THROUGHOUT THE CURvE. FENCING l8. FENCE SHALL BE INSTALLED AT VARIOUS LOCATIONS SHOWN ON THE PLANS. FENCE LOCATIONS ARE APPROX[MATE. AND THE FINAL LOCATIONS WILL BE DETERMINED IN THE FIELD BY THE ENG[NEER. THE FINAL LOCATION WilL BE CHOSEN TO AVOID EXCESS[VE DAMAGE TO THE EXISTING LANDSCAP[NG. TO ASSURE PROPER SIGHT DISTANCE AND TO M[NI~[ZE POSSIBLE VEHICLE DAMAGE. ~ ~ o !:: u ~ c; THE CONTRACTOR SHALL NOT OCCUPY OR USE STATE OWNED LAND WITHOUT AN APPROVED PERM[T. PAViNG 12. TACK COAT - SMAll POWER SPRAY UNITS OF HANO SPRAY EQUIPMENT INSTEAD OF THE DISTRIBUTOR EQUIPMENT DESCRIBED [N THE SPEC[F[CATlONS MAY BE USED IN THE FOLLOWING AREAS wHERE THE USE OF A DISTRIBUTOR IS [MPRACTICAL: NARROW [RREGULAR AREAS. INTERSECTIONS AND OTHER LOCATIONS WHERE TRAFF[C MUST BE ALLOWED TO CROSS THE PAVEMENT AFTER THE TACK COAT IS PLACED BUT BEFORE THE BITUM[NOUS PAVEMENT is PLACED AND IN AREAS WHERE THE DISTANCES BETWEEN THE PREVIOUSLY DESCRIBED CROSSING LOCATIONS [S SHORT AS DETERM[NED BY THE ENGINEER. 19. WHEN INSTALL[NG FENCE [T l.4AY BE NECESSARY TO TRIU BRANCHES OR PERFORM M[NOR CLEARING AND GRUBBING. THE COST OF THIS WORK AND THE REMOVAL OF All DEBRIS [S TO BE INCLUDED UNDER CLEARING AND GRUBBING - [TEM 201.06 M. 4. THE SEALING OF TRANSVERSE PAVEMENT JOINTS AND CRACKS SHALL BE DONE AFTER THE COt.lPLETlON OF ALL PAVEMENT REPA[RS WITH[N 360 M OF THE SEALING lOCATION. ~ ~ o ~ z " ~ w o 5. RESURFACING OVER ASPHALT PAVEMENT REPAIRS SHALL NOT BE DONE UNTIL THE REPA[RED AREAS HAVE BEEN EXPOSED TO TRAFF[C FOR A I.l[N[l.4UM OF TWO<2l WEEKS. 20. WHEN FENCE [S TO BE TOTALLY REMOVED ((TEM 10607.62 M) AND NEW FENCE INSTALLED. NO PAYMENT WILL BE MADE UNDER mE [TEl.4S FOR REMOVAL OR REPLACEMENT OF FENCE PARTS. WHERE FENCE [S TO BE RELOCATED liTEM 10607.61 Ml, NO PAYMENT WIll BE MADE FOR THE REMOVAL OR REPLACEMENT OF DAMAGED OR M[SS[NG PARTS. ALL REPA[RS ARE TO BE INCLUOED UNOER ITEM 10607.61 M. PAYMENT WILL ONLY BE MADE UNDER THE INDIVIDUAL PARTS [TEM FOR REMOVAL AND REPLACEl.4ENT OF DAMAGED PARTS WHERE THE FENCE [S NOT BE[NG REMOVED OR RELOCATED. 6. WHEN REMOV[NG EXISTING ASPHALT (MAINLINE, SlOE STREETS AND PARKING LANESl WITH[N AN AREA TO BE RESURFACED. THE CONTRACTOR SHALL REI.IOVE THE MATERIAL TO A NEAT LINE HAVING A MAXIMUU DEVIATION FROM THE STRAIGHT OF 100 UM in 3 M ANO AS ORDERED BY THE ENGINEER TO PERMIT PROPER AND ADEQUATE REPLACEMENT AND COUPACTION OF THE NEW ASPHAL T. NO SEPARATE PAYlAENT WILL BE MADE FOR THIS WORK. BUT THE COST SHALL BE INCLUDED IN THE PRICE BID FOR THE ASPHAL T REIAOVAL ITEM. 13. TACK COAT SHALL BE APPLIED WHENEVER RESURFACING:H) ANY PORTLAND CEMENT CONCRETE PAVEMENT;2lANY M[LLED PAVEl.4ENT; ANDl3l ANY ASPHALT CONCRETE PAVEMENT EXCEPT WHEN THE EX[STlNG SURFACE IS EXCESS[VELY FLUSHED. AS DETERM[NED BY THE ENG[NEER. IN ADDITJON. TACK COAT SHALL BE APPLIED TO EACH PAVEMENT COURSE PRIOR TO PAV[NG THE PURSU[NC COURSE REGARDLESS Of THE TIME FRAME BE TWEEN PLACEMENT OF SUBSEQUENT COURSES. CONTRACTOR'S ATTENTION IS D[RECTED TO SUBSECTlON 401-3.11 OF THE STANDARO SPEClf[CATIONS. 21. WHEN INSTALLING TENSION W[RE AND/OR FABR(C THE CONTRACTOR SHALL TAKE PRECAUTIONS. SUCH AS USING A TEMPORARY BRACE. TO INSURE THAT UNDAMAGED LINE POSTS ARE NOT OVER STRESSED. ANY DAUAGE CAUSED BY THE CONTRACTOR'S OPERATIONS SHAll BE REPAIRED AT HIS EXPENSE. 7. ANY OF THE EXISTING ASPHALT OVERLAY WHICH DOES NOT F1RMl Y ADHERE TO EXISTING PAVEMENT, AS DETERMINED BY THE ENG[NEER, SHALL BE REMOVED UNDER ITEU 633.0202 M. ALL lOOSE ASPHALT THUS REMOVED, AND ASPHAL T REMOVED PRIOR TO THE START OF WORK. SHALL BE REPLACED WITH NEW ASPHALT CONCRETE UNDER THE TRU[NG AND LEVELING ITEM. 14. WHERE NOTCHES ARE CUT INTO THE EX[STING PAVEMENT IN PREPARATION FOR THE OVERLAY AT THE LIMITS OF RESURFACING, PRIOR TO REOPENING THE ROADWAY TO TRAFF[C. THE CONTRACTOR SHALL EITHER PLACE THE PROPOSED ASPHALT OVERLAY IUUEDIATELY OR PLACE A TEMPORARY WEDGE l\ ON 60l OF ASPHAL T TO ElIU[NATE THE BUMP CREATED BY THE NOTCH. THE COST OF THIS WORK SHALL BE INCLUDED [N THE PRICE BID FOR THE PAVING ITEMS. 22. THE QUANTITIES FOR CHA[N LINK FENCE REPAIRS AND REPLACEMENT AT EACH LOCAT[ON WERE PREPARED TO REFLECT ACTUAL fiELD CONDITIONS [N OCTOBER. 2000. IF ADDITIONAL DAMAGE OCCURS. OR HAS OCCURRED. THE ENGINEER MAY ORDER THE CONTRACTOR TO PERFORM ADDIT[ONAL WORK. ALL ADD[TiONAL WORK WILL BE PAlO FOR UNDER THE APPROPR[ATE ITEMS. 8. EXISTING REFlECT[VE CRACKS to JOINTS HAVE CAUSED THE ADJACENT ASPHALT tJATERIAL TO RISE. CRACKS AND JO[NTS SHALL BE CLEANED AND FILLED IN ACCORDANCE W(TH ITEM 633.05 M TO A LINE FLUSH WITH THE NON-RAISED ASPHAL T. THE RAISED ASPHALT SHALL THEN BE REMOVED TO A LINE FLUSH TO THE EXISTING ROADWAY SURFACE BY HEATiNG/RAK[NG. PLANING. GRINDING. ETC. AS APPROVED BY THE ENGINEER. ALL COST FOR CLEAN[NG. FILLING AND REMOVAL OF ASPHALT SHALL BE [NCLUDED [N THE PRICE BID FOR [TEM 633.05 M 15. CONTRACTOR'S ATTENTION [S DIRECTED TO SUBSECTiONS 401-3.05 AND 401-3.11 OF THE STANDARD SPECIFICATIONS. WHEN HOT MIX ASPHALT IS TO BE PLACED By BITUM[NOUS PAVER THE CONTRACTOR SHALL TAKE ALL NECESSARy PRECAUTIONS TO UAINTAIN A CONSISTENT GRADATION ACROSS THE UAT. THIS YAY INCLUOE. BUT NOT BE LItJITED TO. REMIXING OF UA TERrAL TRANSFERRED fROt.! THE HAULING UNIT. THE CONTRACTOR SHAll USE EQUIPMENT SUCH AS 23. wHERE NEW fENCE ABUTS EX[STiNG FENCE THE TWO SHALL BE PROPERLY ATTACHED TO PROVIDE FULL CLOSURE AND A UNIFORM APPEARANCE. FILENAME 0042IoUUHB IB.I.N. SIGNATURE DATE GENERAL NOTES STATE OF NEW YORK DEPARTMENT OF TRANSPORT A TION REGION 10 I DATE 11/01 I DRAW[NG NO. GN-l + .. . -ll ~ ~ ::! ~ 0 w 0 ~ ~ N ~ ~ '" W '" ~ / < ~ z N < ~ ~ '" ro '" 0 / , -:' . ,. > :. -;:~ ~ ON W <>>!l ~ ;;- ~ ~~ W 0 !Q~ L ~ w> 8- ..J ~2_ ~ /'} 8 -6l!l " ~ w Iw<r ~ "'w ~ =~ ~ , z WW ~ ~~ v; ;;:13 + W 0 GENERAL NOTES (CaNT.) ~ ro 8 ~ ::;: ~ u 24. FENCING OF RECHARGE BASINS - THE FENCE AROUND EACH RECHARGE BASfN SHALL BE COMPLETE WITH GATE INSTALLED BEFORE EXCAVATfON PROCEEDS ~ORE THAN 0.6 U BELOW THE EXISTING GROUND LEVEL. THE FENCE GATES SHALL BE KEPT CLOSED AND lO(I(ED DURING ALL NON-WORKING HOURS. WHERE THE ENGINEER DETERll[NES THE INSTALLA lION OF PERMANENT FENCING IS (lAPRACH(AL AT THE TIME OF INlTlAL RECHARGE BASIN EXCAVATION, THE CONTRACTOR MAY PROVIDE TDAPORARr FENCING MEETING THE REQUIREMENTS OF SUBSECTION 107-051EJllI IN LIEU OF INSTALLING THE PERMANENT FENCING AT THAT TIME. SOOYEY 39. THE CONTRACTOR MUST PROVIDE TwO PORTABLE CELLULAR DIGITAL TELEPHONES UNDER HEl.! 10637.2101 M. SAW CUTTING 3B. TEST PITS SHALL BE DUG TO VERIFy THE NEED TO RELOCATE FAC]L1HES SHOWN IN THE TABLE. TEST PIT LOCATIONS SHALL BE AS SHOWN ON THE PLANS OR AOBE, WHERE CONFLICTS BETWEEN THE PROPOSED AND EXISTING FACILITIES ARE ANTICIPATED. PAYMENT WILL BE IJADE AT TWO CUBIC METERS PER TEST PIT UNOER ITEM 20G.02 M REGARDLESS OF THE ACTUAL HOLE SIZE. 30. WHEN SAW CUTTING IS REQUIRED THE DEPTH WILL BE AS FOLLOWS UNLESS OTHERWISE NOTED ON THE PLANS: CONCRETE OR COIJPOSITE PAVEMENT - FULL DEPTH (iTEM 10520.05 1AI ASPHAL T PAVEMENT - FULL OEPTH (iTEM ]0520.09 M) L1MJSCAPINC 31. THE CONTRACTOR SHALL SURVEr AND STAKEOUT THE ROW TAKING LINES DURING THE INIT[AL STAGES OF THE PROJECT FOR USE BY THE UT[L1TY COMPANIES IN THEIR RELOCATION WORK. ~ ro a I" ~ < ~ o 25. TREES AND SHRUBS ARE TO BE PRUNED [N ACCORDANCE W[TH BOTH SECHON 201 AND THE FOLLOWING REQUIREMENTS. ALL COSTS SHAll BE INCLUDED IN THE PRICE BIO FOR ITEM 201.0G U. 32. PERMANENT SURVEY AND RIGHT OF WAY MARKERS SHALL BE lOCATED AND PLACED [N THE FIELD BY OR UNDER THE DIRECT SUPERVISION OF A LICENSED LAND SURVEYOR OR AN EXEUPT PROFESS[ONAL ENGINEER. HE SHALL FURNISH THE ENGINEER A STAMPED AND S[GNED LISTING OF ALL J.lARKER LOCATIONS SHOWING THEIR FINAL POSITION <BY STATION AND OFFSET TO AN ACCURACY OF 0.003 1,1). THE COST OF SURVEY REQUIRED FOR LOCATING MARKERS SHALL BE INCLUDED IN THE SURVEY AND STAKEOUT ITEM. lINITS FEATURES TO BE I.IAINTAINED A. THE CONTRACTOR SHALL CARE~ULLY CUT OF~ ALL BRANCHES OF PLANTS HANGING WITI1!N '5 M ABOVE ANY PART OF THE ROADWAY OR WITHIN O.G M OF THE EDGE OF THE SHOULDER. BRANCHES SHALL BE TR]IJMED A T THE TRUNK TO MAlNTAIN A CALLOUS RIDGE. LOCATIOO LOCATION \ STA 14+900 - STA 15.j.480 NORTHSIDE ~ SOUTHSlDE DRAINAGE DITCHES CULVERT AND OUTLET AREA NEW DRAINAGE SYSTEM ~ ro B. PRUNING IJAY BE REQUIRED BEYOND THE LIMITS [NOICATED IN ORDER TO MA[NTAIN ADEQUATE SIGHT DISTANCE FOR ALL TRAFFIC SIGNS AND SIGNALS. ADDITIONAL BRANCH PRUNING I.IAY ALSO BE REQU[RED ON ANY TREE WHERE BRANCHES ARE REfJOVED IN ORDER TO MAINTAIN AN ESTHETIC BALANCE. ALL SUCH ADDITIONAL PRUNING SHAll BE AS ORDERED BY THE ENGINEER. RECHARGE BASIN NEW DRAINAGE SYSTEM 33. THE PLATE PORTION OF THE PERMANENT SURVEY MARKERS REQUIRES THE STAMPING OF A REGION NUMBER, COUNTY AND MONUMENT NUMBER ON EACH MARKER. THAT WiLL NOT BE REQUIRED BUT INSTEAD THE CONTRACTOR SHALL STAMP THE STATION NUMBER SHOWN ON THE PLANS. THE COST FOR THIS WORK SHALL BE INCLUDED IN THE PRICE BID FOR THE PERMANENT I,lARKER. WAD]NG R]vER - MANORVlllE ROAD o I" < ~ " ~ W LOCATION 2 STA 0.j.750 - 5TA 1+050 C. ALL WORK SHALL BE DONE ACCORD[NG TO ACCEPTABLE HORTlCUL TURAL ANO PRUNING PRACTICES. 34. THE CENTERLiNE LAYOUT SHOWN IS APPROXIMATE AND [S SHOWN FOR "TABULATING AND FILING PURPOSES ONLY. THE LAYOUT OF THE BASINS. PIPES. CURBS. ETe. ARE TO BE DONE AS SHOWN ON THE PLANS OR AOBE. THE TRANSVERSE OFFSETS SHOWN ON THE PLANS ARE TO BE FIELD MEASURED FROU THE EXISTING CONCRETE PAVEI.lENT WHICH CAN BE LOCATED THROUGH REFLECTION CRACKS [N THE EXfSTlNG ASPHALT OVERLAY WHERE AN OVERLAY EXISTS. MARRATOOKA AVENUE D. THE CONTRACTOR SHALL TAKE CARE NOT TO DAIJAGE ANY EX[STlNG TREES THAT ARE TO RDJA[N. ANY DAIJAGE THROUGH CARELESSNESS OF THE CONTRACTOR SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE, AOBE. LOCATION 3 OPPOS I TE OF ENVIRONWENTAL NURSERY Sf A 2.j.300 - STA 2+100 DRAINAGE SWALE NEW DRAINAGE SYSTEfJ ~ ro GR~ WATER TREE RENOV1L 8 ~ u W ~ U 35. GROUND WATER I.IAY BE ENCOUNTERED OURING THE INSTALLAT[ON OF THE VARIOUS CONTRACT ITEI.IS. THE COST FOR NECESSARY DEWATERING SHALL BE INCLUDED IN THE PRICE BID FOR THE VARIOUS CONTRACT [TEfJS. STA 17+800 - STA"lB+BOO LOCAT[ON 4 DRAINAGE SWAlE 26, ONLY THOSE TREES DESIGNATED FOR REMOVAL ON AN EACH BASIS IN THE PLANS SHALL BE REMOVED AND PAlO FOR UNDER THE CONTRAC T nUHSJ FOR TREE REt.40VAL. ALL OTHER TREE REMOVALS SHALL BE PAID FOR UNDER THE CLEARING AND GRUBB[NG ITEt.4. BUNKER HILL ROAD NEW DRA[NAGE SYSTEI.I UTIlITIES FED ROAD STATE REG. NO. CONTRACT NO. SHEET TOTAL NO. SHEETS N.Y. D258723 1 58 DRAINAGE IIJPRovEMENTS AT FOUR LOCATIONS NY25 & NY27 SH8291. SH8229, SH9305 SUFFOLK COUNTY P.I.N.0042.14 I B.l.N. AUTHOR I TV FOR NA I NTENANCE JURISDICTION STATE SECTION 12 HIGHWAY LAW AGENCY - --- I---~---- STATE SECTION 12 HIGHWAY LAW STATE SECTION 12 HIGHWAY LAW STATE SECTION 12 HIGHWAY LAW NOTE: AFTER COMPLETION OF THE CONTRACT ALL OTHER FEATURES OF THE HIGHWAY WilL BE MAINTAINED BY THE AGENC[ES PRESENTLY RESPONS[BLE FOR THEIR MAINTENANCE. TABLE OF MAINTENANCE JURISDICTION SOil All) SOil EROSION CONTROl 36. THE UTILITY LOCAnON QUALITY LEVEl LABELING CONVENTION SHOWN ON THE PLANS ODES NOT RELEIVE THE CONTRACTOR OF H[S OBLIGATIONS UNDER SECTIONS 6GO THROUGH 680 OF THE STANDARD SPECIFICATIONS. ~ ro a W z " ~ W o 27. GROUND WATER MAY BE ENCOUNTERED OUR[NG THE INSTAllATION OF THE VARIOUS CONTRACT [TEMS. THE [OST FOR NECESSARY DEWATERING SHALL BE [NCLUDEO (N THE PRICE BID FOR THE VARIOUS CONTRACT ITEI.IS. THE aUALITY LEVEL DEFIN[TIONS ARE: ClEARINC IN() CRlllllINC QUALITy LEVEL A - THE HIGHEST DEGREE OF ACCURACY: THE UTILITY INFORI.IATION ON THE CONTRACT PLANS HAS BEEN FIELD lOCATED ANO VERIFIED BY EXCAVATION, WHEN APPROPRIATE. [SHOWN AS QLA). 28. CLEAR[NG AND CRUBBING SHALL [NCLUDE THE RENOVAL OF ALL TREES 150 MI.I IN DIAMETER OR LESS. TREES LARGER THAN 150 MI.I (N DIAMETER SHALL BE REMOVED UNDER ITO' G14.03xx 1.1. AS SHOWN AND TABULATED ON THE PLANS OR AS ORDERED BY THE ENGINEER. QUALITY LEVEL B . SUBSURFACE GEOPHYSICAL LOCAT[NG TECHNlaUES (THAT IS. UNDERGROUND CAMERAS. RADAR. SONAR, TONE OUTS. ETCol AND EX[SnNG RECORD PLANS HAVE BEEN USED TO LOCATE UTILITIES. NO EXCAVATIONS WERE PERFORMED. {SHOWN AS OlBl. 29. IN AREAS OF ROW ACQUIS[TlON EX[STlNG FENCING, GUIDE RAIL, SIGNS, ETC. MAY NOT BE SHOwN ON THE PLANS. THESE ITEMS SHALL BE REMOVED UNDER CLEARING AND GRUBBING UNLESS OTHERWISE SHOWN ON THE PLANS. THEY SHALL BE REMOVED TO THE ROW TAkiNG LINE AND STOCKPILED ON THE ADJACENT PROPERTY [F REQUESTED TO 00 SO BY THE ADJACENT PROPERTY OWNER; OR [T SHALL BE REMOVED FROM THE JOB SITE AS DIRECTED BY THE ENGINEER. THE REI.IA[NING PORTION ON PRIVATE PROPERTY SHALL BE PROPERLY RESTORED AOBE. EXAI.IPLE: WHEN REMOVING CHAIN LINK FENCE. A NEw END POST SHALL BE INSTALLED AT THE ROW QUALITY LEVEL C ~ RECORD INFORUA TlON PROVIDED BY UTILITY OWNERS WAS PLOTTED ON THE CONTRACT PLANS. DEPTHS WERE NOT HELD VERIFIED. PHYSICAL SURFACE FEATURES LIkE NANHOLES. VALVE BOXES AND HYDRANTS HAVE BEEN FIELD LOCATED. (SHOWN AS QLD. QUALITY LEVEL 0 - EXISTING NYSDOT AND UTILITY COMPANY RECORDS WERE USED TO LOCATE SUBSURFACE UTILITIES. (SHOwN AS QLOJ. 37. IT IS THE CONTRACTOR'S RESPONSIBILITY UNDER PART TS3 OF THE NEW YORK STATE INDUSTRIAL CODE TO DETERI.4[NE THE ExACT LOCATION OF THE UNDERGROUND FACILITlES PRIOR TO WORkING IN THE AREA. ANY DAI.IAGE CAUSED BY THE CONTRAC TOR'S OPERA nONS SHALL BE REPAIRED AT THE CONTRACTOR'S ExPENSE. LINE wITH THE ROJAINING FENCE PROPE:RL Y ATTACHED. THERE WILL BE NO SEPARATE PAYUENT FOR THIS WORK. BUT THE COST SHALL BE INClUDED IN THE PRICE BIO FOR CLEARING & GRUBBING ITEI.I 201.06 M. ALL OIWENSION$ ARE IN m OOLE$S OTHERWISE NOTED AS BUILT REVISIONS FILENAME OO04214AA.WTB SIGNATURE DATE GENERAL NOTES STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION REGION 10 I DATE 11/01 I QRAWING NO. GN-2 FED ROAD STATE REG. NO. 1 N.Y. CONTRACT NO. SHEET TOTAL NO. SHEETS MAINTENANCE & PROTECTION OF TRAFFIC NOTES .. ~ ~ o w ~ u w x u 1. UAINTENANCE AND PROTECTION OF TRAFFIC SCHEMES SHALL BE IN ACCORDANCE WITH THE PLANS. THE NEW YORK STATE MANUAL OF UNIFORM TRAFFIC CONTROL DEV[CES, FIGURES 302-3A. 302-3B, AND 302-8A AND OTHER FIGURES OF PART 302 AS ORDERED By THE ENG[NEER. B. WHEN CONES ARE USED IN CONTROLLING THE I.fOVDAENT OF TRAFFIC THROUGH WORK AREAS. THE CONTRACTOR SHALL TAKE STEPS AS NECESSARY TO PREVENT THE CONES FROM BEING BLOWN OVER OR D[SPLACED By PASSING VEHICLES. THE CONTRACTOR SHALL ACCOMPLISH TH[S By DOUBLING CONES, By THE USE OF SAND BAG RINGS, OR BY OTHER SUCH YEANS AS YAY BE APPROVED By THE ENG[NEER WHICH SHALL PRESENT NO HAZARO TO MOTORISTS OR TO WORKERS [F THE CONES ARE STRUCK, " 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UAINTENANCE AND PROTECTION OF TRAFFIC, MA[NTENANCE OF TRAFFIC SCHEMES SHALL BE [N ACCORDANCE WITH THE PLANS. THE NYS I.fUTCD AND AS APPROVED OR DIRECTED BY THE ENGINEER, TRAFF[C SCHEIAES SHOWN ON THE PLANS OR IN THE NYSMUTCO ARE TO BE CONS[DERED MINIMUM REQUIREMENTS. THE ENG[NEER IAAY ORDER ADDITIONAL SIGNS. FLAGGERS, CONES, REFLECTORIZATION ETC.. [F HE DEEMS IT NECESSARY AT NO ADDITIONAL COST TO THE STATE. PAYIAENT FOR All SUCH WORK SHALL BE [NCLUDED IN THE [TEMS FOR MA[NTENANCE AND PROTECTION OF TRAFFIC OR CONSTRUCTION SICNS AS APPROPRIATE. 9. TI-1E CONTRACTOR MUST NOTIFy THE ENCINEER, THE SUFFOLK COUNTY OEPARnAENT OF PUBLIC WORKS. THE SUFFOLK COUNTY POLICE DEPART~ENT, AND THE LOCAL POUCE AND F[RE DEPARTMENTS OF ALL DETOURS. PROPOSED STREET CLOSINGS. OR ANY WORK THAT ~[GHT AFFECT TI-1E ~081LlTY OR ACCESS OF THE FIRE OR POLICE DEPART~ENT 12 HOURS IN ADVANCE OF THErA [~PLE~ENTATlON, IN ADDIfION. THE CONTRACTOR SHALL ENSURE THAT HYDRANTS AND ALAR~ BOXES ARE KEPT CLEAR AND AVA[lABLE. ~ ~ o ~ ~ ~ o 3. THE CONTRACTOR MAY SUBMIT REVISIONS TO TH[S PLAN FOR APPROVAL BY THE REGIONAL DIRECTOR OR HIS DESIGNEE. 4. UNDIVIDED H[GHWAYS: THE CONTRACTOR SHALL NOT WORK ON 80TH SlOES OF THE ROADWAY IN THE SAME AREA AT THE SAME TlME_ 10, VARIOUS MAINTENANCE AND CONSTRUCTION SIGNS SPECIFIED [N PART 238 OF THE MUTeD ARE AVAILABLE IN THE STANDARD DIAMOND SHAPE AND AN ALTERNATE RECTANGULAR SHAPE. WHENEVER SUCH SIGNS ARE INCLUDED IN THIS CONTRACT. THE DIAMOND SHAPE SIGN SHALL BE USED. DESP[TE OTHER [NDICAHONS IN SECHON 23B.I(O. 5. WHEN THE CONTRACTOR [S WORKING WITHIN 4.5 M OF A TRAVELED LANE, THE ENGINEER MAY REQU[RE THE ADJACENT TRAVEL LANE TO BE CLOSED. ~ ~ o ~ ~ " ;= ::l G. UNLESS OTHERW[SE PROVIDED IN THE CONTRACT DOCUIAENTS. NO LANE CLOSINGS WILL BE PERMITTED ON WEEKENDS. II. [N ADDIfION TO THE SIGNING SHOWN ON THE PLANS, THE CONTRACTOR SHAll ERECT w8-1 C . "ROAD WORK AHEAD" SIGNS AT INTERSECTING CROSS STREETS OR ENTERING RAMPS W[THIN THE CONTRACT LlIAITS. PA YUENT FOR THESE SIGNS WILL BE MADE UNDER THE /TEM FOR CONSTRUCTION SIGNS. ALSO. NO LANE CLOSINGS WILL BE PERMITTED; ~ ~ -FROM NOON ON THE FRIDAY BEFORE MEMORIAL DAY THROUGH IAEIAOR!AL DAY: -INDEPENDENCE DAY: -LABOR DAY: -VETERANS DAY: -FROIA NOON THE DAY BEFORE THANKSGIV[NG DAY THROUGH THE SUNDAY FOLLOWING THANKSGIVING DAY: -THE DAY PRECEDING CHRISTMAS DAY: -CHRISHIAS DAY: -THE DAY BEFORE NEW YEAR'S DAY: -NEW YEAR'S DAY L3. CONTRACTOR'S ATTENTION [S DIRECTED TO SUBSECTIONS 619-3,02 AND 6115-3.[ 1 OF THE STANDARD SPECIFICATIONS. EXISTING TRAFFIC SIGNS AND CONSTRUCTION SIGNS WITHIN THE WORK AREA WHICH ARE NO lONGER NEEDED. EVEN TEMPORARIL Y. OR ARE CONFLICTING. [NAPPROPR[ATE OR CONFUSING. SHALL BE REMOVED (SUBJECT TO THE APPROVAL OF THE ENGINEER) OR SHALL BE COVERED COI.fPLETEl Y WITH AN OPAQUE MATERIAL. THE COST OF THIS WORK SHALL BE INCLUDED IN THE PRICE BID FOR THE MAINTENANCE AND PROTECTION OF TRAFFIC [TEM. 12_ THE CONTRACTOR SHALL PLACE W4-1 "BUtJP" SIGNS, W4-2 "D[P" SIGNS AND/OR W"H "ROUGH ROAD" SIGNS WHERE D[RECTED By THE ENGINEER. Ol ~ u w x u A T OTHER TIMES LANE CLOSING RESTRICTIONS SHAll APPLY AS FOllOWS: THE CONTRACTOR IS NOTIFIED THAT NO LANE CLOSURES WILL BE PERIA[TTED FOR ANy REASON BETwEEN THE FOLLOW[NG HOURS: 14. PROVISION FOR SNOW AND rCE ROIOVAL OPERATIONS: lOCATION I NY 25 WESTBOUND FROM lAU TO 9AU NY 25 EASTBOUND FROM 4PM TO IPU IN ORDER TO ALLOW FOR SNOW AND ICE CONTROL By STATE FORCES ON THE STATE H[GHWAYS AND By LOCAL MUNICIPALITIES ON LOCAL ROADS. THE CONTRACTOR SHALL SCHEDULE HIS WORK IN ACCORDANCE W[TH THE FOLLOW[NG: ~ ~ Q W Z " ~ W Q A, INTERFERENCE W[TH SNOW PLOWING OPERATIONS BY DRUMS, BARRICADES AND OTHER TRAFF[C CONTROL EQU[PMENT SHALL BE KEPT TO A M[NIMUIA. ANy DEVICES DISTURBED OR DAMAGED BY SNOW AND ICE CONTROL OPERATIONS SHALL BE REPLACED AND/OR RESET AS NECESSARY AND AS SOON AS POSSIBLE BY THE CONTRACTOR. LOCATION 2 AND J Ny 25 WESTBOUND FROM BAM TO SAM NY 25 EASTBOUND FROU 3PU TO IPY jl ~ E ='! " ~ 0 w . c N . ~ '" w '" ~ / . z N ~ . z '" ~ '" 0 / ~ . .- . -;:'" ~ OM W "'" ~ .- ~ S\;;~ W Q /'" ~ ~N ~, ~ w ~iOl ~ =>, ii Q iil!lJl' '" > """ ~ w IW~ ~ ,",w ~ -~ ~ !::;" z ",W " ~~ ~ ;;:1\ + W 0 LOCATION 4 Ny 21 WESTBOUND FROM lAU TO SAU ANO FROIA 4PU TO 6PU NY 21 EASTBOUND FROM 6AU TO 84M AND FRDU 4PU TO GPM B. DRAINAGE FRAMES. GRATES AND COVERS AND OTHER [ASTlNGS SHALL NOT BE ADJUSTED IN A TRAVEL LANE UNLESS THE F[NAl PAVEIAENT COURSE IS TO BE PLACEO PRIOR TO THE ONSET OF SNOW AND ICE WEATHER. STEEL PLATES. ETC. SHALL NOT PROTRUDE ABOVE THE ADJACENT PAVEMENT. IF ANY OF THESE PROTRUSIONS EXIST IN A NON-TRAVEL lANE PRIOR TO A SNOW AND (CE CONDITION. THEN TEIAPORARY ASPHALT RAMPS UUST BE PLACED 50 THAT FOR EVERY I MU OF RISE. THERE IS A 80 UIJ RUN OF RAMP. AT OTHER TIMES, ONE LANE UAY BE CLOSED IN EACH OIRECTlON. 1. WHENEVER IAAINTENANCE AND PROTECTION OF TRAFFIC SCHEUES PROVlOING FOR ONE-LANE ROAD OPERATION ARE IN EFFECT. THE CONTRACTOR SHALL POSITION FlAGGERS AT THE LIMITS OF THE ONE-lANE ROAD OPERATION. AT ALL CROSS STREETS WITHIN THE ONE-LANE ROAD OPERATION. AT UAJOR ORIVEWAYS ANO SUCH OTHER LOCATIONS AS REQU[RED BY THE ENGINEER TO CONTROL TRAFFIC. FLAGGERS SHALL BE EQUIPPED WITH TWO-WAY RADIOS. IN ACCORDANCE WITH SUBSECTION 301.9(cJ4 OF THE MUTCO. WHERE IN THE OP[NION OF THE ENGINEER THE USAGE OF SUCH RADIOS [S NECESSARY TO CONTROL TRAFFIC. SUCH RADIOS SHALL HAVE SUFFICIENT TRANSIA[TfING POWER TO REACH All POINTS wITHIN THE LENGTH OF THE ONE-LANE ROAD OPERATION. PAYU[NT FOR THE USE OF SUCH RAD[OS SHALL BE INCLUDED IN THE BASIC UAINTENANCE AND PROTECTION OF TRAFFIC ITEM. C, ALL PAVEIAENT CUTS SHALL BE RESTORED TO THE ADJACENT PAvEMENT GRADE TO ELIMINATE RECESSED AREAS WHERE SNOW CANNOT BE PLOwED OR WHERE THE PLOWS UAY SNAG, D258723 8 58 IS. WHEN THE MAINTENANCE AND TRAFF[C SCHEMES CALL FOR THE ESTABLISHMENT OF A REGULATORY REDUCED SPEED lONE, THE CONTRACTOR SHALL POST THE SPEED ZONE AHEAD SIGN IN ACCORDANCE W[TH TABLE 230-2 OF THE MUTCD AND SHALL POST INTERUEDIATE SPEED LIMIT SIGNS IN ACCORDANCE WITH TABLE 212-1 OF THE IAUTCO. IN ADD[TlON, THE CONTRACTOR SHALL COMPLETELY COVER W[TH OPAQUE MATERIAL ANY EX[STlNG SPEED RELATEO SIGN[NG THAT WOULD CONFLICT WITH THE SPEED ZONE SIGNS BEING POSTED. ANy SUCH COVERING SHALL BE [I.fMEDIATELY REMOVED WHEN THE REDUCED SPEED ZONE [S NOT IN EFFECT. WORK lONE "SPEED ZONE AHEAD/SPEED lIM[T" SIGNS THA T ARE NOT WARRANTED SHALL BE EITHER TEMPORARILY COVERED WITH OPAQUE MATERIAL OR REIJOVED. THE COST OF TH[S WORK SHALL BE [NCLUDED [N THE PRICE BIO FOR THE MAINTENANCE AND PROTECTION OF TRAFF[C ITEM. DRAINAGE [MPROVEMENTS AT FOUR LOCA TIONS NY25 & NY27 SH8291. SH8229, SH9305 SUFFOLK COUNTY P,I.N.0042.14 I B,LN. TABLE OF MAINTENANCE RESPONSIBILITIES DURING CONTRACT FEATURE ~ESPONSIBLE PARTY SHOlA.OER CONTRACTOR -~--~--~-- --- DRA[NAGE CONTRAC TOR ROADSIDE DEBRIS STATE AND GRASS -- PAVEMENT CONTRACTOR SNOw AND ICE STATE ITEM 619.01 M AND APPROPRIATE CONTRACT ITEMS 619.0t M AND APPROPRIATE CONTRACT ITEMS SEE NOTES 619.01 U AND APPROPRIATE CONTRACT ITEMS SEE NOTES NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING THE REQUIREIAENTS OF SUBSECTION 619-1.02K, 2. WHERE THE CONTRACTOR'S OPERATIONS 00 NOT AFFECT THE EXISTING TURF, N,Y.S,D.O.T. FORCES WILL MOW THE EXiSTiNG TURF. PRIOR TO MOWING By STATE FORCES. THE CONTRACTOR SHALL RE~OVE All DEBRIS ATTRIBUTED TO CONTRACT OPERATIONS AOBE. AREAS SEEDEO UNDER THE CONTRACT SHALL BE MAINTAINED AND MOWED BY THE CONTRACTOR AS PER THE REQUIREMENTS OF SUBSECTiON GI9.3.02G. WHERE THE CONTRAC TOR'S OPERATiON IMPEDES IAOWING By STATE FORCES. THE CONTRACTOR SHALL EITHER REMOVE THE IIAPED[MENTS OR 1A0W THE TURF TO A HEIGHT OF 15 mm WHEN GROWTH REACHES 150 mm. ALL OEBRIS SHALL BE REMOVED JUST PRIOR TO MOWING. THE COST OF TH[S WORK SHALL BE [NCLUDEO IN THE PRICE Bm FOR !TElA 619.01 U. 3, ROADWAY DEBRIS: THE CONTRACTOR SHALL BE RESPONS[BLE FOR MEETiNG THE REQUlREIAENTS OF SUBSECTION 619-1.02 U. ALL OIUENSIONS ARE IN m UNLESS OTHERWISE NOTED AS BUilT REViSIONS SIGNATURE DATE MAINT. & PROTECTION OF TRAFFIC NOTES STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION FILENAME l>>l21"AA.UTB REGION 10 DATE 11/01 I I DRAWING NO. TCP-I + NOTES: 1. COST OF LlGHTlNG FOR DRUM SHALL BE INCLUDED IN THE PRICE BID FOR [TDA 619.01 M ~ ~ ro o ~ u w ~ u 2. FOR THE INSTALLATtON OF THE CULVERT CROSSING NY25 AT LOCAHON 1. THE WORK AREA UUST BE RETURNED TO GRADE. PLATED OR PROTECTED BY CONCRETE BARRIER. AT THE END OF THE DAY. THE COST OF TH!S WORK SHALL BE INCLUDED UNDER [lB' 619.01 1.4. 4 END ROAD WORK ~ ro o w ~ ~ ~ ~ o C11-2C 150 m MAX IIIIXX.E (JJjNTRr ROIlJ INY25J +----l---I---_-j ---1---1-----1-_-+ 15"050 , : 12 m I 'cc -~--+--~--~-~--~--~h"~ 15+100 /5+150 ' IIIIXX.E (JJjNTRr ROIlJ INY25J - -j- - - + - - + - -.i t- - - +- - -1- - -I--- - -1- - -1- - --+ - -....,- - -+ - - -t - - -+- - - +- - - -+- - -f- - - t-- - -1- - -I- _ ---j- _ _1_ _ + 15"'200 : t 5+250 15+300 15+ 350 15+400 SH DER v ., '" ~ ro 0 - - - - - - :0' ~ ~ ISO m 55 m ~ w ,) WS-Ie ~ ro o w ~ ~ ~ u W8~tC W4-130 / / SCHUtE 1: DETAIL FOR OVERNIGHT SHOlJ..DER CLOSURE DRAWING NOT TO SCALE USE SIMILAR SCHEME FDA OPPOSITE DIRECTION LOCA TION I ~ ro o w z u v; w o I. 150 m -+-- 290 m ----I. 180 m .1. Q, ~ ~ ~ .; ::; . w ~ ~ N ~ ~ WORK ZONE :!: w u ~ ~ ~ z STAlE LA N ~ SPEED ~ " RNES '" ro DOUBLED '" 0 ZONE ~ ~ FOA " SPEEDING . . . INW_ AHEAD t ZONES . ~ R2-t3C _8-IC .~ ~ R2-IOC .'" ~ "'" ~ ~~ ~ i!l ~'" ~ ~C}'l.. W w> . ~~!!' ~ 0 ~, . ~ iSreE >= """ ~ w W!l!~ ~ ~ I-~ ~ z:t::~ z WW 0 ~~ v; -.. W ~o + 0 WORK ZOIl: SPEED LIMIT 45 Rl-1C 30 m -I- 150 m 'I8-IC DETAIL Of ADVANCE SIGNING FOR OVERNIGHT CLOSLllE DRAWING NOT TO SCALE USE SIMILAR SCHEME FOR OPPOSITE DIRECTION LEGEND ~ WORK ZONE ~ SIGN (NYS MUTCD! C> DRUMS WITHOUT LIGHTING C> DRUMS WITH LIGHTING INOTE U '1.7mo -I- <t W3-IC 230 m FED ROAD STATE REG. NO. CONTRACT NO. SHEET TOTAL NO. SHEETS 9 58 N.y, 0258723 DRAINAGE IMPROVEMENTS AT FOUR LOCATIONS NY25 & NY27 SH8231. SH8229. SH3305 SUFFOLK COUNTY P.[.N. 0042.14 B.I.N. " ~ ----------------------- END ROAD WORK 130 m .~ WI-7C Gt t -2C .1 'OJ:> ALL DILENSIONS ARE IN m LNLESS OTHERWISE NOTED AS BUlL T REVISIONS SIGNATURE DATE TRAFFIC CONTROL PLAN STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION FILENAME 00.42t4AA.TCP DRAWING NO. TCP-2 + . . 0- ~ 8 '" " ~ . ~ . ./ OJ . ~ & W & ~ / . . z OJ < . " & ~ & 0 / , "" - . ~ . ~ / -& ~ ~ ~ ~ ~ ~ w 0 <ore ~ ~, l; "' ~i2' ~ 0 /' . ~ .g~S' ;: ~ w ~!I!~ ~ ~ ~_iJl ~ zt:::~ z ~~ ~ ~~ Vi r;:g + w 0 FED ROAD STATE REG. NO. CONTRACT NO. SHEET TOTAL NO. SHEETS 10 58 NOTES, 1. COST OF LIGHTING FOR DRUM SHALL BE INCLUDED IN THE PRICE BID FOR [rEM G\9.01 M N.Y. D258723 ~ ~ o ~ v w ~ v 2. FOR THE INSTALLATION OF THE CULVERT CROSSING NY25 AT LOCATION 1. THE WORK AREA ~UST BE RETURNED TO GRADE. PLATED OR PROTECTED By CONCRETE BARRIER, AT THE END OF THE DAY. THE COST OF THIS WORK SHALL BE INCLUDED UNDER [TE~ 619.0t M. LEGEND / ~ WORK ZONE f- SIGN lNYS MUTeD> ., DRUMS WITHOUT lIGHTING -I '" DRUMS WITH LIGHTlNG INOTE 11 ORAINAGE IMPROVEMENTS AT FOUR lOCATIONS NY25 &. NY27 SH8291. SH8229, SH9305 SUFFOLK COUNTY P.LN. 0042.14 B.I.N. WORK ZONE ~ ~ o :e ~ < ~ o SPEED LIMIT 45 SPEED ZONE AHEAD END ROAD WORK GII.2C ~ ~ o w ~ < ~ ~ w 150 m MAX .1 12.0 m e.e. (TYP.l ------ --- ~ ~ o w ~ "' ~ v ~~ " II/DOtE COUNTffr f/O/ilJ INY25J: 3.0 m ",N --+---+---+-__L __1-__ __ ~ () () () fl L ~ r- t- I---h--.--t--=--I-----+--~-~I 15+050 ' ,. .. I () () ... 5+100 () + .. .. ~. _ II/DOtE COUNTffr f/O/ilJ INY25J - - ()-: t-()~~:'i;-.' ~-I- +-- -I- -1~+t-O--I- --1--------1---1- -l~OO- . I ---3.0 m M[N ~ () () () :~ () () () () ~~-~--~--+--~-~ --~--~--~-~---I-- . .-<> -<> llL 368 ~v ""00 30 m MIN. t 50 m MAX A.O.B.L END ROAD WORK R2-1lC W1-8C C11-2C ~ ~ o w z ~ Vi w o SEE DETAIL OF ADVANCE SIGNING ON TCP'2 FOR SIGNS LAYOUTS AND LOCATIONS SCHEME 2: DETAIL FOR OVERNIGHT TRAVEL lANE CLOSURE DRAWING NOT TO SCALE lOCA nON I USE SIMILAR SCHEME FOR OPPOSITE O[RECTION All OIUENSIONS ARE IN m LNlESS OTHERWISE NOTED AS BUll T REVISIONS SIGNA lURE DATE TRAFFIC CONTROL PLAN STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION FILENAME 0o.12t4AA.TCP DRAWING NO. TCP'] ~ ~ " . . N . '" '" :;: N . '" '" / t : , . ~~ "'" .- S'Oi /'" ~N ~. , m> . ::t~!r /' . ;,l!lS' I~~ , Z WW ~~ ....J.... v' i::3 L.. + -...- + . ~ ~ ~ ~ ~ - ~ ';; NOTES: 1. COST OF UGHWIG FOR ORU~ SHALL BE INCLUDED IN THE PRICE BID FOR ITEM 619.01 ~ ~ ~ o ~ :;: ~ u 2. FOR THE INSTALLATION OF THE CULvERT CROSSING NY25 AT LOCATION t. THE WORK AREA ~UST BE RETURNED TO GRADE, PLATEO OR PROTECTED BY CONCRETE BARRIER, AT THE END OF THE DAY, THE COST OF THIS WORK SHALL BE [NCLUDED UNDER [TEM 619.01 M. LEGEND / ~ WORK ZONE I- SIGN (NYS t.4UTCDI () DRUMS WITHOUT LIGHTING .( '"' DRUMS wITH LIGHTING INOTE \) END ROAD WORK ~~ R4-GC w8-le GII -2C ~ (WH'le $ ,f, I I: 112 'IOC) (H2-IC) SEE DerAil OF ADVANCE SiGNiNG FOR SiGNS LAYOUfS AND LOCATIONS OF SiGNS ON fep-2 SCHEME 3: DETAIL FOR OVERNIGHT CENTER LANE CLOSURE DRAWING NOT TO SCALE LOCATION 1 I ':.i -, > ~~ w n " n ~ ~, v' r'[O ROAD SlA fE REG. NO. CONTRACT NI]. N.Y. D258723 DRAINAGE [MPRQVEMENfS AT fOUR LOCATIONS NY25 & NY27 SH829L SH8229. 5H9305 SUFFOLk. COUNr~ P.I.N. 0042.14 B.I.N. I WORK ZONE I SPEED LIMIT 45 I WORK ZONEI SPEED ZONE AHEAD W8-IC \ \ .'-Ie \ i2 m \ ~ t 50 m 1- 30 m "IN e.e. 30 m "AX 30 m "IN \, ""f' 4__... ~~';~:",:AP~,R5:'G.:o';i.'~(~';~".-';::1C-"-~~~:t~,:'-~"::i~,." ~".~V"A" ~ i.B~t -w .'~IONE ,_"--A-:cc~=-"-~,~-,, ,~BUFFE~. SPACt .~~ TAPER SHIFTo t~/:~::~;~~ 1\'050 t, "\~O'" _ "e " OJ I I m In'-+i,-~I'l,-' "---c.-- 1_ --II r. f- f- f- f- f- f- - ~ ~_'-:L~J:Om"IN. ---~------ . (, I5'JO:: __________j-~=:::..lsb5~J5()~-.:_: I' ,,< - -.--~ -~" ~ C:==:-=~~. --.-=~~-~.:;:_ ~~::~?-=~~c~____=~~o~~~~~_c;-__.N"'~"~".,=,..-==~=-" ~ ::-::-'_~_ _ _ _ _ __ _ _ ~ _ _ _ _ _ _ _ __ GRAVEL ROAD (.~~ ~~)(:;,;) 'I'tl m m m .. . ... ~ R4-6C "\ R2-IOC \ \ \ \ \ . ."1 W8-IC ---1- I 15+400 LIL 368 END ROAD WORK CII-2C SIlEr 1 TOTAL NO. r)HU:1S II 58 STATtLA RN" DOUBLED FOR SPEEDING IN WORK ZONES R2~J3C ,- All OIU[NSIONS AR[ IN m UNLESS OTHERWISE NOTED AS eUIL T REViSIONS FILENAME 00-4Z14AA.TCP SIGNA lURE TRAFFIC CONTROL PLAN DAT[ STATE or NEW YORK DEPARTMENT OF TRANSPORTATION Iil-'hWPJf; till. lCP 4 + ~ ~ a w ~ v w x v -I " I NYT 45~( - - LOCATION 3 !A~ Roor NAil -- " / WI REDEYE \ \ 1'_ Tl~BER ,/ -----~ _ POST _ I.,I~/ 1.97_0__~_~_ 22.7!6 III .::; i\..pK \- \1.658 m NAIL I ! I I I 2+400 NY25 , 1.1 LJ " f UL 89 ~ I ~ = w ~ ~ < TP "1 ~ a APPROX. 5 T A. 2+409 N=5000.OOO (ASSUMEOl [:5000.000 (ASSUYEOl [LEV." 100.000 m (ASSUMED) ~ ~ ~ u " < N < & ";' < N < & ";' 1 . <on "on "Ill .- .'ll;; /& ~N ~, . w> " 'n~ t1> .... " _~ 3' r~~ , I.L!~ -. "- . + ld ---.."..'" . ~ m <" :" < '" ~ w ~ m :0; " u ':' c ,;; a ';! '" ~ w = ~ :! ~ w c ~ w v < z < ~ ~) ~ ~ = ~ w ~', , n "' ~ " z ~., NYT -"", 459 \ u NYT459Z -- Ir LOCATION 2 NY25 z = ~- c- v~ ~ 1 - - f- CROSS"CUTS lB ON CURB J,:.....l"- 1.9" m ~i~L / ;" 'I 7.899 m -' ROOf NAIL WI REDEY[ I TP 'It APPROX. 5TA. 0+788 LS n I 0+800 0.865 m NO . << "" Ow O=:> >-2 <<w 00:> 00:<< << '" j j . 0.4 m CHERRy u L8 ',\" l\ ! \ LS I' I 0+850 \l.rI~'Lm l- T 3.060 m 0.3 m CHERRY - ROOF NAIL WI REDDE LOCATION 2 j / ! \ - .. NY25 I 1 6.65') m -- " : -- ".51 TP "2 APPROX. 5 T A. 0+855 'I ~. NY25 -I LOCATION 3 I <' NYT I P.II. 460j 4 11 ,991 ~ NAIL r- \ \ I\- P.K. IN -~ WHITE LINE - _1__L -- _ ___ "'=7.,,~0~=-___-- j ~\""155J ~\_u_ - - P.II. IN 4.104 m ASPHALT 1 - 1 I 2+450 2.393 m 1 TP -2 APPROX. 5TA. 2+472 N~5000.000 (ASSUMED) ["5061.300 (ASSUIJEOl ELEV.~ QS.3Sl m (ASSUMED) Fro ROAD STATE REG. NO. N.Y. CONTRAcr NO. 0258723 DRA[NAGE [IJPROV[t.4ENIS AT FOUR LOCAIImJS NY25 & NY2/ SH8ZQl. SH822'], 5H9305 SUFFOU COUNIY P.I.N. 0042.14 I S.!.N, C,Hf[l l(jrAl NO. ",flFL I'~ 11 58 ALL DIUENSJONS ARE IN m UNLESS OTHERwISE NOTED AS BUilT REviSIONS SIGNATURE BASELINE TIES DATE "i'_- FILEIIAME I 00"21"AC.ooT STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION Rfr,[Ot.l 10 I DAtE 11/01 I (WAWIIII, Wl. Bl-] fl ~ o o ~ Ii: / ~ N ~ m ., t, . / c~ ON "'" .- 9\i; /'" ~~l. w> &. 'gi _ /' 0 ilil:S' I~~ W;:;:; ~ -II- ,_, ~~ '" + + . . ~ ~ ~ w _ 0 ~ W " ~~ ~ ~ o ~ u W I U TABLE OF PAVEMENT REPAIRS STATlO~ LENGTH WIOTH AREA TYPE 1m) Iml 1,1 ) DESCRIPTION REt.lARK$ LOCATION 1 15+00B.653 2.840 \.420 _ 4.033_ ASPHALT BASIN 1,_) INSTALLATION _________n -------- 15~124,04G 2.840 1.420 4.033 _A~PHAL T J!!'5[~~_~.~.~J!'!~5JllLA liON 1_ 15+182.6% 3.802 3.711 14.109 ASPHALT ~~~_~~_~!~~? !~l_l_A !t9!'l 15+182.6% 3.802 3.050 11.~96 __ CQ~~OS[TE ~pl V~~.r._t~S T ALL~!!Q./'!__ 15+182.6% __ 3.802 3.050 11.596 Cm,lPOSlTE CULVERT INSTALLATION 15+182,6% 3.802 3.759 14.292 .____~S~~AL T_ CULVERT INSTALLATION 15+210.324 2.840 2.030 5.Hi5 ASPHALT BAS!N 1'-9 [NSTALLA TlON 15+210.324 1.716 l.6A? 2.886 _~S~HAI,L _PI.~(~R_UN1_-_9_!9 1_~-II- ii.isTALLATION 15+~IO.324 1.716 3.050 5.234 CmAPOS[TE ~[P! _~~N___I._-9 _l9__L~ll__ IN~T_ALLA liON 15~210.324 1.7[6 3.050 5.234 COMPOSJfE .~H:~LB!'~J.:9 TO_I_-:~I_ ~~~!ALL~TlON I. 15~210.324 1.716 1.730 2.969 ASPHALI PIPE RUN 1-9 TO I-II IN5TALLAllON 15-1-ZI0.324 2.840 2.030 5.765 -- _ ~~(,[~t!TjjQ~!.~ICj~~fA~~_ATI9~___ ASPHALT 15~238.000 2.840 2.930 5~i6~ __ __ _~~~~~~ T __!,IPE_~U~_l_~!~___!Q I:.!_t !NSIALLA!ION 15"238,000 1.716 1.681 2.8~5 __~~~~L PIPE RUN 1-12 TO (-13 INSTALL-AllON 15-1-238.000 1.716 3.050 5.234 ~2-~~_~~~!.L ~_~j~~ _!!-uN--ELLE? :EU !~~YA.lL~ !i9~-_-:_I___ [ 5~238.0UO 1.716 3.050 5.234 COMPOSITE __~~_E__~_l!~__l.::_[_~l.Q_~:.!lJNSl.~~L_ATIO~ __ l--- 15~238_000 1.716 1.129 ------- - -- 2.96T ASPHALT __~l~~!J~_J_~~._?__ TO J-J ~_[NST AL_L~ liON - ------------ - 15~238.000 2.840 2.030 5.765 ASPHALT _.!~~~~----'--=!~__!Q_ _~-'-! ~__ (~S~~L_L~ rlp~____I---- 15-1-253.000 2.840 2.030 - ?~??_- "--ASP-HALr- _!!~~ ~t!_._ ~:1_ ~_~NS T ~LLAJ [Q~ _______ - --- - --- -- ---- - ---- I 5~Z53.0f)O 2.840 2.030 _ ?~l6_~_ ASPHALT _.9AS~l.:_! ~__~~~! ~L~~![Q~______ ---------- .. -- -- ------- ----- 15~ 380.000 2.840 2.030 5.Tl??_ -_.~~~ _ BAS!!!~E_JNST ALLA llON 15Q35.071 2.840 2.030 5.765 ASPHALT BAS[N 11-18 INSTALL-A-rioN-- ------ --- ----- -------- - -- - -- - LOCATION 2 ()"190.000 2.840 2.~26 B.O?~__ --~~~~!... BASIN 12-3 INSTALLATION 0"805.195 28.80[ 1.714 _~~.l.~L _ ASPH~_~!- PWERUN 2-]TO-2-9INSTALLATION ~-------------- -- 0-1-806.463 2.840 2.948 _B_.E~_ -~P~~ =-1i~JN 12-5 INSTALLATlO~.__ ----- -I-~-~----- 0~821.588 2.840 2. ~51 __J~~lL _~~H_~.!: T BASIN 12-9 ',,!STAlL~!LQN ~.._ O~822 .529 2.840 2.737 _!.11~_ ~~PHJ!:.!... BASIN 12-11 [NSTALLATl~ - ----------- - - 1--- ---------~-- 0~83 \.] 85 16.182 1.156 18.706 ~~~~-~ ~E~~..1.::f.!!>-.?.~-INSTALL~~J9-N = 1---- 0~840.158 ~~840 I ._ 2.~~j-_ 7.353 ASPHALT ~~ -2-15 INSTALLATION ------~------ 0-1-840.758 1.805 3.050 ___?.505 COMPOSITE PIPE RUN 2-15 TO 2-l_~STALLAT[ON _ ---- ____________u__ 0<840.758 1.805 3.050 ~~QL ~QMPOSITE PIPE RUN 2-15 TO 2-16 INSTALLAT[ON -- 0~840.158 2.840 2.719 7.122 ASPHALT BASIN -2-16 INSTALLATION ------- LOCATION J 2~ 343.568 1~_~55 3.006 Jl,e8'-- f------ ASPHALT BASIN 1~-~INSTA~LATlON 2QOO.OOO ].755 ~.r~2 10.371 ~AlT BASIN -3-4 1~~!~~.!:~TlON - u__ 2H56.000 }_.I~?_ _ ?~_?6 _ 10.762 ASPHALT BASIN -]-6 INSTALLATION ~-~--- ---- _ 2~475.000 2.840 ~~7_~_ - ..l~!.t- ~.ASPHALT BAS1~_I]-8 INST~L~~~!J~N - ~__w_______ ZQ81.065 2.986 2.727 --~-~~ ~~PHAL I-. PIPE RUN ]-9 TO ]-10 INSTALLATION ---~ .-.--------- 2"483.492 14.151 2.113 -'8'39~ ~?HALT - PIPE RUN ]-8 TO ]-11 INSTAlLA~ ______.__.__ _______n__ 2 ~48].<J78 2.840 ~.~8Z ~~~!iQ.~NSTA'=-l]TI.~N--==- e-------------~--- - 7.611 f-~fJl.!~ ------------------ 2~487.<J% . 5~_~ ~? 2.55Q 13.294 ~~Lr PIPE RUN 3-10 TO ]-12 INSTALLATION ~-- ---- .----- -._----- --- - 2~492.000 2.840 _ ~,6?Q_ _.J.~~~ ASPHALT BASIN 13-11 INSTALLATION 2~4qz.000 !.8Q~ 3.050 5.508 COI.4POSITE ~~PE RUN 3~11 TO J--iZ [N~TALJ_ATiON--"--- 2~4qz.000 I.B06 3.050 5.508 0QI.4POSITE PIPE RUN ]-11 TO J-12 INSTALLATION u_.__ __________ 2~4<J~.OOO 2.840 _2.650 __ 7.526 _ ~~l.. ~S_IN -]-12 INSTALLATION 1---- 2t494.9QO }.160 n_l.~?_2_ 8.380 ASPHALT PIPE RUN ]-11 TO ]-13 INSTALLATION 2~495.570 5.240 --- -- --- - - -- -----.. - --- __?~_l.!u 11.110 ASPHALT PIPE RUN 3-12 TO l:~--'-,!~TALLAn.Q~ 2 ~4q1.<J89 2.840 ---- ~~~_?~- ~~9_ ASPHALT BASIN 13-13 INS T ALL A TJON ------ -- ---- 2"550.000 2.840 J.OOO 8.520 ASPHALT BASIN IJ-IS INSTALLATION ------._------- -- --------- ~ W o ~ ~ < ~ o ;;; o ~ < ~ ;: "> c, ,. w n w ~ 'J ~ U ~ W o '" g 0> W o ~ ~ ~ W .. ~ W '" ~ , W o AREA un'> STATION-STATION sunON-STATlON LOCATlCN I 14'967.6 - 15~139.9 15'150.0 - 15~??9.0 - 15'279.4 - 15~312. 7 LOCATICN 2 2.0 344.6 14~960.6 - 15.140.7 ------ 6.5 780.0 15~150.0 ~ 15~270.0 2.0 66.6 15-279.4 - 15~4SQ.0 180.1 120.0 210.6 2.0 360.2 6.5 700.0 20 421.2 1~~. 3 120.0 33:3 O~81a.O - 0~858.0 SII:ES CF R.B.II42. 7 LOCAltCN 3 2~473.0 2-473.0 $WAlE AAtA 140. 0 PI FE C<:hER 65. 2 LOCAll{)\J 4 I ,:'. 'lt15. 0 I 7 .964. 0 SWALE PfEA 3196. 7 u w <;i 0> T ABLE OF GUIDE RAIL REMOVAL LOCA TlON I GUIOERAIL ANCHORAGE UNIT lTEU. LENGTH ITEU. EACH 15~124 - 15"313 N::FTH ~_?1 M ]?~ ~ 60?,_?~_~ 2 15;-150~:-j5:264 SOJTI-I 606.71 1.4 99 m 6CX).7940 M 2 T ABLE OF DITCH FLOOR ELEVATIONS LOCATION 1 NORTHSIOE SOUTHS[OE STATION ELEVATION STATION ELEVATION IS-ISO 19.716 15-150 19.71S 15-160 19.589 15-160 19.587 IS-I/O,19.1\59 15'170 19.457 1'-" 180 119.337 15'100 19.335 15-190 19.221 15<\<::.0 19.219 15.20) 19.121 ]5'200 19. 119 15'210 19.040 ]5'210 19.038 15'220 18.980 15'220 18_978 15'2~:lO ]8.975 15'230 18.973 15'240 18.977 15'240 18.975 15'2t"JO 19.020 1'.)'L'50 19.018 15'2&1 19.079 15.260 19.077 15'270 19.160 15-270 19.159 STATION-STATION SlOE FEO RQAlJ STArE REG. NO. CONTRACT NO. ')llfTI TOTAL NO. \Hff: IS TABLE OF PERMANENT ROW MARKERS ITEM 625.03 M D258723 13 58 N.Y. DRAINAGE [MPROVEMENTS Ar FOUR LOCATIONS NY25 & NY27 5H8291. SH822'3, 5H930') SUFFOLK COUNTY P.I.N. 0042.14 [UN. STATION OFFSET NORTH[NG EASTlNG LOCATlCN 1 15']00. :N8 14.267 L \5+146.948 40. (X)) R 15-191.220 40.174R 15'294.619 14.792 L LOCATI(jJ 2 0-956.424 ?5.17ler 2923.61201 3085.01€>() UXATH.:N 4 17-XJ7.981 TEMPORARY SEDIMENT F IL TER BAG ITEM 10209.11 M STATION OHSET BASIN . lOCATION 1 15-1-182.701 10.568 L 1-] 15-+182.689 9.584 R 1-8 I ~ ~~! q.311 6_.!62 L 1-' ~_?~?19.32] _IQ.~O~ L 1~~~I_Qj~2 6.810 R 1-10 15"ZI0.328 10.606 R I-II ._i~_~_~i~_~2j- 19.602 L !?~2_~~.98S ~.761 L 1-12 I ?_~~~~.OOO 10.?02 L 15~238.016 6_810 R I-I] 15~238.007 10.613 R 1-14 15-1-247.019 iO.l)()2 L _1_~i_~~?~9j~ 6.162 L I-IS !.?-I-2_53~Y_60 ~0.~02 L 15.253.017 6.810 R [-16 LOCATION 2 0.789.965 5.800 R 1-3 Q-I-8Q~.500 ?,.Q93L 1-5 0-1-806.500 10.994 L 1-6 9~~2!.!1~ 5.796 R ,-, 0-1-822.525 _ _ ~.~~! L '-II ------ ---- 0~822.525 9.B81 L 2-12 0-1-840.712 5.638 L -2-is- 0+:840.-737-- 5.i91-R 2-16 LOCA.TION 3 ~-I-~55.000 _5.9.1~_~ _ J-G 2<-460.000 5.l25 R )-/ - ------ 2-1-474.987 5.837 L 3-8 2-1-483:378 'S.052--R ]-10 ___ ___n__ lt~~!.~~~ 5.101 L _.l-II _~~~Q!.9a9 ?~~? R ]-12 I~~! .~~_9 5.6l4 L .. 3-13 2-1-498.612 5.280 R ]-14 LOCATION . IH930.148 53.711 L '-3 T ABLE OF TIP-UP GUTTER ITEM 608.02010J M NORTHSIDE SOUTHSIOE STATION-STATION lENGTH 1m) ~~!!.~ 1 14~967.6 - 15.312.7 345.] LOCAT ICN 3 -- '2:397.7 - 2-53!?:J_J__J:~.Q STATION-STATION LENCTH 1m) 15~150.0 - 15-480.0 3Xl.O ".-:.--==c= T ABLE OF SIL T FENCE ITEM 209.08 M LOCAllCN 1 ~t~~~~=~~~:~:BJ~~~~H~~~~~~~~~TLETS-~-===- _1".~Tlct-I~___.__. ___________ --- ------ ---. ~---- _ 2~~~ ~_ ~__g,~~~_L__ _ ~_I~. ~j=liE.:...~__~f~.~ ~ ~ili~~y-s 2~475.2 - 2~516.8 .ALCN.:> f\.l"PTH SIrE CF Ytf:TL.A/'O -- --- ITEM }!>~07.6!_1.4___ 10607.4066 M _____~__ - ______n_ 10607.3102 1.4 TOG07.40Gii4 . TABLE OF FENCE LOCATION STATION - STATION I _jTA~ !5_~I~I;JO ST~.:J~_919 ____.1. _~:.O_.~.L _ _ _ n ____~_u--- _____~ _l!..A._ 0-1-8-19 TO STA. 0-1-859 2 STA. 0-1-859 SIDE QUANTITy SOUTH 45 m SOUTH I EA -- -------- SOUTH 160 m SOUTH I EA LOCATION 3 ---- TABLE OF STA TlON - STATION ~TA. 2~~.!0_ T~2TA_.__2-1-510 UTILITY CONFLICTS SIDE DESCRIPTION SOUrH GAS I.4AIN REI.4ARKS TO BE RELOCATEO By OTHERS ALL DIMENSIONS AR[ IN m UNLESS OTHERWISE NOT[D AS eUll T REVISIONS SIGNA T~[ OAlE MISCELLANEOUS TABLES STATE OF NEW YORK OEPART~ENl OF lRANSPORTATION f[LENAME 00"21 "AA,t.lT6 fWA;mr;~- MT-I T . . ell ~ .. ='! ~ . ~ ~ .. N . ~ ~ W ~ '! / . ~ ~ ~ ~ .. ~ 0 ~ , : , . . / ,M ~ V~ ~ "'"' ~ .- ~ SO; ~ 0 /~ ~ v>N ~. , w ::<> . ;::Ii!!' " /' . -. .;;(gS' ~J W~~ ... ,POW '-J Z~~ Z ~W " -'~ ;;:~ + ... - ~ ID o ':! o w ~ u ITEU NUUBER 5YUBOl UAJOR DECIOUOUS TREES 611~_qI(U5~. 5 611.010t?~ Fa 611.010113 A L F 611.010183 0 QUANTITY ~ ID o :" w < ~ o SUBTOrAL - - uiNOR DECiouous 611.020164 I SUBTOTAL EvERGREEN TREES 611.03017.3 I 2 J 5 TRUS Cc 611.030183 SUBTOTAL DECIDUOUS SHRUBS 611.040122 611.04014] 611.0<101')2 61 J.0401S3 Va Vc Ao Co Co CI Vd F' Lo ~ ID o :" < e v' w 611. 040162 611. 04016] ')IJI3TOTAL EvERGREEN SHRUBS 611.050132 &11.050141 GII.OSOI61 Av Bs '9 Tm m f~ " o W ~ U SURfOTAL ViNES AND GROUNOCovERS 611.060111 Cp SILOGOl51 Dp Pv - -~~~-- ~=~:~i_t ~:~7:~~~_-~~C.~'_~_bU_' '_-_ = -_--_ -_-or _~~_~:F~;~s: :_~~-- 6 _J>_(ln..~~.~~'! i!:gi~Lcum ________ GO -- -.~--. -- -- --J---- -- - -- ___1_1.1. ___~5Q-.!!lm_~.~. V'99r~us. c.g._____ 3.19 l_~ _u _ 3~0~m_9.C. \~J90!~~S, ~-.9'_ __ __ 3.79 l _ ___ __ 302 mm o.c. V 'gor9us , e.g. __ - -- TI4 12 150 165 115 442 GENUS & SPECIES LANDSCAPE DEVELOPMENT TABLE COMMON NAIJE SPACING REUARKS SIZE BALL 4 I 14 , _ _~~Ri_~_9__ 'It ! !_1_9w __ P~r.p~~_~~ropean 8eech gct~~er ~Iorl Rod lJ<Jple I_u I ip_!~_ee_ p,-,tmore Ash Red Oak !o mm--rAL- __ 60 ~m CAL 80 mm [AL 80 mm CAL 80 rnm CAl 90 mm CAL S1r~El! Tre_e/Specim~r1__~~~ITli 5 tree t Tree/Specim_e_nOua !_! tj __ _u_2~IJ_ix nil?_~1! _ ______~______~.._ ..i~1~~1 ~~!.i~~._:__~~~ pur: e~__ Acer rubrUlIl 'October __G lory' __ __lF~~6~ro~_~ii!JPif.~~~ ~r~x if".1_':l~_p~_nE_~_?..0_j_~~_' Patmore' 9~E?r:~~~r:.ubr~_ ___~_ , 0.60 m 0.10 m 0.80 m O. aD m o.ao m 0.95 m Street Tr~~~Spe~i~en Ou~J!l J2 IJ I E'ot,en ',dbud I Amer,c,ln Holly Eastern While P,ne ~or...a)' Sflruce _~_ _ Eo,; teen ',d Ced" 2S mm CAL I 0.50 - I ["Ult.' . stem m 2.00 m liT 1 0.01 m 2.00 m HT 0.01 m 2.00 m HT 0.01 m 2.50 m HT 0.01 m -----.- _u_____~_ ~____ - --~_. ------ Cere's canadens~s IJ IJ 19 15 II __ _~ I_ex _ op~~_~__ ___ ~_~~~~_r:9b~~_______________ ___ __..f.i...e~~ ia~_____"____. ..__..-____ __.<!.~!'Je~\~'itgi~!Ina"~________. 5a JO JO '5 102 95 25 25 182 "0 __...'!'~ccjnium__~u..9~~)J!Q!.i~!'!.___________ ~o..!'l~ush 8~l,Ie_~e~ry._________'___ .Q.~Q..m_l!!.._ 3.79 L _-'!.a~c;_~nium~:t.!11_~9!'um ____"_._m__________ ____HJ3~~~~h___B1Lleb.erry _~~!Q..~I!!_ 3.19 L ._~tonJI!.~'?~~~__I_~~~____________ ..~~o~~~t1~r1__ _ 0, ~Q..~~!___ 0.30 m f~thra alniroli~_~______...._.._________ _..2w~_e..!y~pp~~_~_us~ .~_ __2.90 rn HT 11.36 L _..~.~~us sericea ______. _u_~~<:I_Q.~l~_r:_.!l2q~_??~__ ___ .Q~.90 rn HT__JJ,_1~J:.._ _Cor~~s Ser ic~_...:.Lut!~'~_________!~_~_I?~_t_~~9_~9_gw~~.__~________ q~l!!..!!!_ _!..!.:1~_!:.._ V iburnum den tll turn Arrowwood V iburnum I. 25 m HT .4m 0 I A. _____ __________________ _____________. __m_____________ _ ___ _ _~_ ~_~lthia l~~~lIledi~ ~_ ___~~~1~____~______._. __~,.?5__.~!__~_ 0.35 m _~_!9':'~.!rum ovalifolium ..___... _~J~____________..__ _1_.__2.il1!!!.~_ 11.36 L _~_~92~?!:Js, natural ized Vj9.~r:..~us _ ~jgorous '_ nil tUra I i zed ~!go~gl!s!_ _ ~_d_h.!~~! ized__ _~9()~2us. ~cc~nt 'oJ_ igor:..2':-ls_._d~~erl t F_u 11__!o_.9r~u~_<.l,- Y_~g()~?U~ . _~ccen t ~ sc.r ean i ng Vigorous. sc~eening Q.~9 .m_Q.__~. 0.90 m O.c. 1-:r25u~ O.C.-- P__.1Q_ ~ Q~__C~ ~~Q._~ O.~: 0.90 m O. C. 0.90 m O.c. ----- ----- 1.25 m O.c. 0.90 m O. C. ------------ Azalea Viscosum Baxus semprevirens ~~~ Ta)(us media 'Hicksii' ~. -i~.t:V.i.:~;~~::~t.e~ ~~ _ ~ _~_ _~I ~~;_~; - -jJ~-~fO: ~~ : ~~~~I~~~~; - gr~;d: ----- -- ---.!.~~l?e~...':J_ ____ _ 2.90J!1..~ ....Q.~Q...!!I ~JQ_m_O.~. .':!igo!..2l,!,S..!....S,2r_ee.!:'.,nq_ ____ Hicks Yew ____u____ ~___ _ O'--~~~_H! _~~ 0.90~ i.':J.~~I_~s:!"eenH~.g_ __ _~_ -----. --. -- --- - - -- - -- -- - -- ~- -- - -- ---- --- ---- SUBTOTAL SPECIAL PLANT UATER]AL "U::~'T::OI8I 00 I::_-~L_,"~nd'c'n'~~. --... ~=_~-=-~r.~n_;;onFe;n -j- non NOfE: ALL PLANTING LOCATIONS SHALL BE VERIfiED IN THE fiELD BY THE EIC / REGIONAL LANDSCAPE ARCHITECT PRIOR TO INSTALLAT10N. , m o ';! '" v' ~ r J. T9 roomm 0 C.I _ ~_igor<?!:I_~ TABLE OF AFFECTED PROPERTIES REPUTED OWNER DIG. OHO ExiSTING AREA STATE FEE TO BE ACQUIRED REIJAINOER AREA PERLlANENT EASEIJENT TEUPORARY EASEUENT OR OCClPANCY 10 Bl SLHOU CO. 'AX "' TRN llBER P'GE SQ. ". HEer. HIY. . "'P NO. PARCEL . SQ. U. HEeT. SQ. U. HECT. U,P NO. PARCEL . SQ. HECT. "'P NO. PARCEL . SQ. u. HEer. SECTION BLOC' lOT NO. ". 100ROTHl ~-' ZEH. ET. AL. CPI-l I1B2J 2JJ B229 M329 P429 781 ~ ... 9.078~ .- ------ ------'----- n_n.'_ - -------- _._~- 115 1 10 --.._-- ------ -._----- ----- j DOROTHY A.. ZEH. ET. AL. - - _ CPI~_ .Jl~23 233 B229 ---. .---.-- --- t.l330 P440 a80~ 0.088~ 115 _1.. 10 RIVERHEAO_~9~_t.lyNITY OEVELOP_U_ENT ----- ~---- --------- .------- ..---- --. ----- ------ -- AGENCY _GPI-!_ _1191' 49B --.-- ~~91_ M328 P438 1170~ 0.] 11 ~ ---- .-- - . n_ ___ --- --.-- - _.H 1J5 --' . 7.5 - ~------- ---- ------ ---- .----- I MAR A TOOKA. PROPERTIES. l.l.c. CP2-\ ~~a 50' B2,9.... UBO PBG 3B42~ ~~~ -- liS u_ ~._ B.S 'MARA TOOKA.-PRo!'EiuIES. L.L.C:' ---- ------ ----- - ----- __u_______ ___u___ ------- -. GP2-\ _IlJ} 8 504 8229 _nI.48!._ ~!'~2._ 195~ O.O20~ 115 . ' B.5 PHONIC LAND TRUS T INC. - ----- _.Jl2,9.... UB2 PBB _~55:7~ 109 39 GP3.\ ....:c:::.. ... .- -- -. 0.066 ~ __ on . I ---- - ------ ---- ---- ------ ~_._-- ---- P[CONIC lAND TRUST INe. GP3-1 -~~-- ... -. _.a2~9.... ----- - -- --- ~-~ PB9 41\2.7~ 0.411 ~ 109 I .39 ----~----- ~-_.-- 0.338~ .- n ------------ HICHAllD J. PRINCIPI. INC. GP4-1 11969 JB' -- _1524_ -"!1... ____Pl.9._ ___E~~_~_ ... 17~ 3 1 n ._---. -_.-- ----- ------- - . RICHARD J. PRINCIPI. lNe. GP<1-\ 11969 JB' 1524 ~~ P<10__ ..J<11~_ O.O35~ I1B J 1 . rED ROAO <;TAfE REG. NO. CONTRACT NO. ~)I1Fr:r TOTAl NO. ';m [TS N.Y. 0258723 14 58 DRAINAGE IMPROVEMENTS AT FOUR LO[ATIONS NY25 &. NY2I SH8291. SH8221.5H1305 SUFFOLII [OUNTY P.I.N. 0042.14 B.I.N. All DIMENSIONS ARE IN m OOLESS OTHERwiSE NOTED AS BUILT REViSIONS FILEJ-lAME 004214AUHB SIGNATURE DAlE MISCELLANEOUS TABLES STATE OF NEW YORK OEPARTMENT OF TRANSPORTATION [jI'AW!W, 110. 1.11-2 + . . -ll ~ o . ~ ~ ~ / . N . ~ ~ / ~ . : . / "~ ON 0-.;; .- )l';;;~ /~ ~N 15> ~ ~!i!'" 3. i ""illS' ~ '" ~ w .. ~ G ~ . , :g " . " ~; I~~ v' .... Z WW ~ .......... vl r;~ + ~': DRAINAGE IMPROVEMfNTS AT FOUR LOCATIONS NY2S 8. NY2T SH829\, 5H8229. SH':nOS SUFFOLK COUNTY P.!.N. 0042.14 I e.!.N. DRAINAGE NOTES rED ROAD STATE REG. NO. I N.Y. ~ m o ~ v w ~ v I. WHERE BASINS ARE PLACED ON ExISTING PIPES OR CULvERTS, THE CONTRACTOR SHALL FIElD DETERMINE THE EXISTING PIPE OR CUl VERT SIZES AND [NVERTS BEFORE F ABRlCA TtNG THE BASINS. 2. STRUCTURES INCLUD!NG LEACHING BASINS SHALL BE CLEANED UNDER [TEM 203.19 M. CDNNEr:lING PIPES SHALL BE CLEANED FOR II, DISTANCE OF 1 M FROM TilE INSIDE WALL OF EACH STRUCTURE. THE COST OF THIS CLEANING SHALL BE INCLUDED UNDER ITOA 203.19 M, UNLESS THE REMAINING PIPE (BEYOND I MJ IS MORE THAN 25% FULL AS OETERMINED BY THE ENGINLER. IF IT IS !.lORE THAN 25% FULL. THE ENTIRE PIPE SHALL BE (lEANED UNDER [THA 203.]8 lA, AND MEASURElAENT FOR PAVlAENT WiLL BE !JADE BETWEEN THE INSlDE WALL SURF ACES OF ADJACENT MANHOLES OR OTHER DRA[NAGE STRUCTURES. ~ m o ~ ~ . ~ c, 3. THE WORK ]NVOLVED IN CLEANING THE EXISTING DRAINAGE BASINS, ITEM 203.19 M, IS TO BE DONE WITHIN THE F]RST THREE UQNTHS OF THE CONTRACL AT EACH BAS[N THE CONTRACTOR (S TO PROGRESS THE CLEANING WH[LE OBSERV[NG THE BAS[N WALLS. IF PORTIONS OF ANY BASINS WALLS ARE S]GN!f lCANTL Y OETERIORATED. AS OUEll:l.1lNED BY THE ENGINEER, CLEAN]NG SHALL TERM[NATE. PAYlAENT W]LL BE !.lADE UNDER /TElA 203.19 !.l REGARDLESS OF THE EXTUH TO WHICH THE BASfN HAS BEEN CLEANED. HIE ENGINEER W[LL THEN DETERMINE IF THE BAS]N CAN REI.4AIN AS IS OR IS TO BE ABANDONED REPA[RED OR REPLACED. [F THE DECISION IS TO ABANDON REPAIR OR REPLACE. THE WORK I.4AY BE REQUIRED UNDER AN ORDER-QN-CONTRACT WITH PAYI.4ENI MADE UNDER THE APPROPRIATE ITEMS. ;;; o i" ~ ~ ~ ~ '" 4. THE CONTRACTORS ATTENTION [S D[RECTED TO OSHA STANDARDS, SECTION [926.651!<;I), CONCERN[NG LOCATIONS OF POSSIBLE OXYGEN OIJ[fIENCY OR GASEOUS CONDITIONS THAT I.4IGHT BE ENCOUNTERED WHEN WORKING ON THE [X[SHNG DRAINAGE SYSTEI.4. ;;, 5. MASONRY ADJUSTMENT COLLARS OR PORTIONS THEREOF SHALL BE REPAlHED (REPLACE LOOSE AND MISSING BRICKS AND MORTAR JOINTS) WHERE NECESSARY AS DETERMINED BY THE ENGINEER. MATER[ALS ':;HALL MEET ]HE REQUIREI.4ENTS OF THE FOLLOWING SUBStCT[ONS OF THE. SPECIFICATIONS: CONCRETE PAVERS 704-13 MORTAR FOR CONCRETE I.4ASONRY 105-21 t:l ,< c W ~ ,~ (ONCI~E TE SHALL BE .CLASS A MEEHNG 1HE REOUIREI.4ENIS OF SECTION 501. THE EX[STING GRATE OR COVER SHAll BE REI.40VED. CLEANEU AND RE[NSTALLED AS DIRECTED BY THE ENGINEER. THE EX[STlNG DRAINAGE FRMAE SHALL RE~AIN IN PLACE. PAYMENT FOR THIS WORK WILL BE I.4ADE AT THE RATE OF 0.3 SQUARE METERS OF ITEM [0604.0729 U FOR EACH COLLAR REPAIR ACTUALLY UADE. ;;; 6. DRAINAGE STRUCTURES REPA[RED BY REPLAC04ENT OF [NDIVIDUAL BLOCK S SHALL BE PAID FOR UNDER [TEI.4 10604.0129 LI AS SHOWN ON THE PLANS OR AS ORDERED BY THE ENGINEER. WHEN THE REPAIR MEETS ANY OF THE FOllOwiNG CONDITIONS A.S DHERI.lINEO BY THE ENG]NEER: [A) THE TOP SLAB REQU[RES RESETTING OR REPLACEI.4ENT: (6) MORE THAN ONE SQUARE I.4ETER OF WALLS REQUIRE REPAIR: OR EXCESS[VE VOIDS EXIST OUTSIDE THE STRUCTURE. THE REPAIRS SHALL BE tJAOE ACCORDING TO THE REOUIREUENTS ANO PROVISIONS OF rrE!.l 10604.0124 1.4. o w z C' , w "' 1. FOR ALL PROPOSED BASINS [NSTALLED [N THE ROADWAl, ITEU 552.13 U, TEI.4PORARy STEEL SHEETING, SHALL BE USED. TIlE CDS T OF THIS wORK SHALL BE INCLUDED UNDER ITEU 552.\ 3 1.4. THE SECTION 1.400ULUS FOR EACH LOCATION IS AS FOLLOWS: lOCA TION I : 251.04 mm LOCATION 2 : 128.21 mm LOCATION 3 119.83 mm CONTRACT NO. ';HEf 1 TOTAl. Nil. 'Jllt_ETS 0258723 15 58 ALL DII.I[NSIONS ARE IN m OOLESS OTHERWiSE NOTED AS BUlL T REViSIONS ~ w ~ ~ w o ~ W " " " i~ rlL[NAI.4[ OO<1214U.WtB S]GNA TURE DATE DRAINAGE NOTES STATE or NEW YORK DEPART~ENT or TRANSPORTATION REGION 10 I I[JI'^~it~ ON! (JAT( 11/01 + ~ w Ol ~ u . w c; . ~ ~ ~ :! ~ 0 w 0 . .. ~ ~ ~ w ~ g . N , . ~ "' ~ / -:' : . , :'J ,~ ~ ON "'" :e .- ~ :i w 0 ~N ~ ~. , W W> 0 m",~ ~~~ " w IW," ~ '"'w ,~; ;:!S , 7 WW ~ ~ ~~ ;;:2; + '" - FED ROAD STAfF REG. NO. CONTRACT NO. "H[[ I InIAL NO. ,HELlS N.Y. D258723 IE. 58 DI~AINAGE [MPROV[M[NTS AI FOUR L.OeAllONS NY25 & NY21 :,H8291. SH8229. ')119305 SUFFOLK COUNry P.1.N.0042.14 B.I.N. ~ w o :e ~ < ~ o TABLE OF DRAINAGE STRUCTURES FRAI.4ES EXISTING piPE PROPOSED PIPE ITEtJ CLEAN CONNECT TO BASIN AREA TOP OF LOWEST 10604.0129 " STRUCTURE . !TElA 203.18 " SIZE SIZE LENGTH STATION OfFSET EXISTING ITEM . TyPE ITEI.4 . TyPE STRUCTURE ITEU . REI.4ARKS NUMBER Im~ GRATE INVERT Im~ PROPOSED Iml Imml Imml Iml ITEU 203.19U COLLAR WALL (ExISTING) I I 14'936. 238 8. 41 7 L X I 5 I I I .21 18. 60 4'" ---- ------ .. ... J- . _n ---------- . I .2 14'9'.:J6. 555 9. 900 L X I. 5 I I I ,31 "'. 00 600 . - ---_....-- ---------- _un ... .. . ....... ---- - -- , - - I -3 15'008. 676 8. 841 L X - - ---------- ____~._.~__n__ __u_ ----.-- - ... . - fIJO .. - m_ RE>.<JVE .-.- - - - I -4 15+008. 618 8. 183 L _m 604. 501006 M L8 82285 I B-1 I 655. Iml " CAST FLIJ'''' G3 O. 79 21 797 I I -51 55. 00 FR"'" REVERB> ------- - -- - - - --- - I -5 15.065. 403 8. 796 L X " I. 5 I I -6 56. 47 600 - ------.---.. L8 B2285 (8-1) -------- CAST FlU:,J-l. G3 - I n - -- --~--- ------ ~,.._--- I ,6 15' 124. 038 6. 7'" L . 604. 50 1 0Cl6 M 655.0501 O. 79 ?O._~ -- -7 .. 603. 6105 " 600 56. 0 FRA'" REVERB> ----~----~ ----- -~- -- - - - - - - --- ---- I -7 15' 182. 701 10. 568 L 604. 501<?.~_~__ SPECIAL Q3 ~i?~~~1 " 9'~!.~USl I. G3 O. 79 _1~._~ I -8 f-- - -..-- ._--~ --- -~----- ---- -- - - - -- - ---- -~-- -----.- - -- I -8 15' 182. 689 9. 584 R 604. 50'1040 ,~. SPECIAL ca 655.0501 " CAST, FUJSH. G3 O. 79 19. ::oJ ----- --~-- -------- --- ....-. ---.. ..--.- .. .. -- ------.- ------ ------- -- . 375' - - --- ---.- I 9 15+210. 31 I 6. 762 L 604. 501002 M LB BI220 I B-2) 65S. 0"'1 " ~~~-~~. G3 O. 79 19.324 18.2:)5 .. I 10 Em. 6102 M _'_I~~_ -..- -- --~-~--- ----- - - -------- I 10 IS'210. 342 6. 810 R 604.501002 M ~~ 81220 I B-~~_ 655. 050 1 h.1 CAST FUJ9--f. G3 O. 79 19. 359 17.980 -. -- m I I I . 603. 6102 " 375 3.3 _____. -- - 24.0 -- -- I I I 15-210. :L"'8 10. 606 R _~~.~I~ ~ LB BI220 I B 21 655.0501 h.1 CAST FlLJSH. G3 o. 79 19.038 f-!~.--~E -' -- I -8 603. 6102 " 375 CEE '-'lTE I -.-------- - ~- --- ------ ------.--.- - ------- - .. I I? 15-237. 985 6. 761 L 604.501002 M LB BI220 I 8-2) 655. 050 1 h.1 ~S;l_~~~. G3 o. 79 --_!~:~Q- la 152 - I 13 603. 6102 " 375 _!.~~- -- --- --'='--'-- - --_.~_. - ---- ---- ----~ - ------ ---- I I ) 15'238. 016 6. 810 R ~_~!~2!A LB 81220 (B 2) 655. 050 1 M ~S!_~LJSH'_~__ Q. 79 19.253 17.917 --- I 14 ... 603. 6102 " 375 }.3 ---.---- ______.m____.__ --------- - - --- - - --.---. I 14 15'238. 007 10. 613 R 604.501002 M .!-B 81220..!. B-2) 655. 0501 h.1 _~ST__~~!.___g! O. 79 _1~~!~ 17.887 --- ... I I I . 603. 6102 " 375 25. 4 CEE '-'lTE I -- .. .----.--------- .u_u ______.___ ------ --- -- -- - - ---- I 15 15.252. 988 6. 762 L 604. 50 I 002 M LB 81220 (8-2) 655. 050 1 1.1 ~~!.BJJSI:I.~~ O. 79 19.447 .. m --------- - - -...-.-- ------- - - - ---~..- -_.._~ - ---., - ---- --.- ---- _..m____ ---- - - ------------ I 16 1_5-~~3_~_()~~ 6. 810 R 604.501002 M LB 81220 r 8-2) 655. 050 I M -~~~-~~. --~- o. 79 19.431 --- J- -- .. ---- -- ---_._~_._~- -- --.--.---- '--6SS:CB)'-.x- -- ----.- - m_ --- -- ------ -- - ------ I I 7 15'380.010 6. 810 R _~:_~!~_M LB 81220 I B-2) -~~.~~. g~- I-_Q~2~___ ~~-~- ~- .... .- . - - ~'-'-'---- -----~.~ --------- --- ------- ----- -- - - -- -- --_._- ..-.. I 18 15.435. 035 6.810 R f-----cc-- 604.501002 M LB 81220 1 B~2) 655. 050 1 M CAST FLlJ'3-/. G3 O. 79 __2'i0__~ ------ ---- ---.- - 1- - -.---.-- - ---- - ......------- -----~------_._- -..----.-- ~._-"------ ------- ----.-- ~- -- ----- -.-- ------- -- -.-- -- -- 2. I 0.71 I. 991 6.468 R X ----- -- .J.._L I - -- - n___ .. n_.. -. .. -- ___._n___. - -.'''.- ---- -------- --- ------~-- ---- .M__'_. --. 2-2 0'789. 965 5.~__~ X --- -~---_._-- ------.--- f.----- -_.~- --.. -- -~--._- - --- ------- --- ---- . --.---- - ---- ----.---.- --- ---- RE>h)VE ---- ------ ------- .. 2-3 0'789. 965 5.800 R 604. 50101 I " C8 C' I 655. 050 1 M __~.!...q,~! 9-J~. ___ o. 79 8. 367 7. 155 2-9 603. 6102 " 375 30.44 n --- -- -~---_..- ---.- ~ - -----.- . - --....--- - -.-.- 2-4 0'806. 500 5. 993 L X -~----- ---' ______ _n 1- - , - ------------ -.-- ----e- RE>.<JVE .~----"- -_.~--------- ---- -----.-.-- - ---.- -------- --.- ---- .. _n 2.5 0-806. 500 5,993 L -- _~.5:)~Q!1 " C8 C' I 655. 0501 M ~.J:3. G3,--QJ}__ O. 79 ---~-~. _~'_~E.. --- __~,6___n._ 1----- + --- 603.6102 M 375 ~-~..,g~ .-----.-.-.,-- ---- ------------ -.------- - --.----- , - --- 2-6 Q.OCI6. 500 19~~.h_ ----- 604.5:)1011 M _<:8 C-2 __ ~~. O501~~ ~~~!._1.!.~ O. 79 _~l?IOO ~662 --- 2-12 603.6102 M 375 ..J..~.~_~_ ::EE mTE I ------ - -----.- - --"..-- -------- ---- ----- ---.-------.- --....------ - - ----- 2-7 0'821. 714 4. 855 R X ~_u. ------~_._-~ ---- --------- _n - ..--.-- -.-----.- -.---.--.- -.------ ----- --- ---- -- .- .. n_.____ -- ----- RE>.<JVE -- ---- --.------- _____n_ ______ 2.9 0'821.714 S, 796 R 604. 5:)101 I " C8 C- I 655. 0501 M _~.G3._~ O. 79 7. ~3 6. 8:>) -- -~ ____non. _____?_-_!!5 603.6102 M 375 ---.!~~- n___ __.___ 5~ 871-- C- --- ---- . - -----~--~- _n_ -.-..--------.- _~__~n._~'__ -- ----- -- 2- 10 0.822.525 X --.... ..---_... - , n ---.- _n ----.- -...--- -_..-.- _n__________ = 2J'~:= f--- --------. .--. -~._.- .... ._,~._~ RE>h)VE --- ---.--- - - . -.._._---_.~_.- 2- I I 0-822.525 _~.n8?1__~__ -- ~~!..q~~-~M- C8 C- I 655.0501 " .. "~~g3.9J3_ - O. 79 8.185 5.672 -.---- -------.- - .. .. 603.6102 M 375 _.3. 29__ ------- ---- - --- --- --'''--''-'--- ------ ---- -------- - 2- 12 0'822.525 9. 887 L 604. =01011 M C8 C-2 - ~~?~g~!..._~-- - ---.0_S.I__~U9__f~ g3_ O. 79 .!3:._!.CQ 5.429 -------.- ------- _____~____.n - . 2~IS ----~- - 603.6103 M 450 .J.?68_ ::EE f'.OTE I -- ----- -- - - - --.-------.----- 2- I J 0'833.690 _.?~~_R X -- n ---- ~--~-- ---- --~-- ---- -- ----~- ------ - - - -- RE>.<JVE ------- .. - - ---- --.- - ----- -- - .-----..- --_.---- __'_'n_ --- -- 2' 14 0'840.712 ~'?~u!-__ -'--- m__ ___.__ ---- ---- -- - ------ ----- -- --- -.--------------- ~-~._------ _._~---_.- n____ -------.----- -- RE>h)VE ----,--- _.~------- -- ----~-~._- 2- 15 0'840.712 ~,-~~-~ -~ 604. SOIOI I " C8 BI220 655,0501 " _ ~,__ ~~, 9~. ~~ - o. 79 8,307 5.234 --.---- -- ---- -- ------.-.- 2-16 --- 603. 6103 M 4'" 9.43 -------~-- ~------ ....-. '-25:'29-'- .-.------------- 2- 16 0.840. 737 _~..?~! ...!3 --- 604.501012 M ~C8 AI2?'l.___ 655. ~_' ~~ F3.G3.0J3 o. 79 ..8'_282 3.200 ---- ~_n_____ 2-17 -- 603. 6105 1.1 600 .. . ----- ____n__________ - --.--- - -----.--- ________._n ------- n___ -- -- .-.- --- 2- 11 0-840. 737 ~._~__R 603, 73)5 M EN) SECTIO\I ----- ----- 'm __.___.__m 3. em -~--- ---.---- --.- ---- -_.~- ..----- --~- ---- ~-- -.---- -- -- ---.---- 18 -- 2- I '004. 878 _~l~_L x I 5 I --_._- ---....--.- ------ ------ -- - ---- -- - __._~n__ ---- --~- - -- -- --------....-- .-------.----- n___ ..----..-- --.-.- --.. ----..--. --..---------.--- - ---- -- - 2. 19 I ,004. 878 5.482 R X I 5 I ~ W C> :e ~ 2; .. u, "' ~ '" 8 ~ :;: G .. c, '" f? u, W C> ALL OIt.lENSIONS ARE IN m UNLESS OTHERwiSE NOTED AS BUILT REVISIONS SIGNATOOE OATE DRAINAGE TABLE NOTES: I. <;ff A..<:'PHALT PAD DETAIL ON [MG. AID-I. STATE OF NEW YORK DEPART~ENT OF TRANSPORTATION rWhtt!tlfj WJ. or I FILENAME OO~214AA.t.lTB + ~ w S ~ . u w ~ u . "' ti ~ u ;;; u w z ~~ v' W '0 ~ " ~ w .. ,~ ~":: 4 4 ~ m u . '" M ~ 'iO '" N >~ i'!' H ~ ~ ~ W . 0 ~ W " u W~ ",W ;::<g , ~ " ." ", U ~ + }~i FE.D ROAD STATE REG. NO. CONTRACT NO. ";llf.FI 101^l NO. C,I!f.I::IS 0258723 N.Y. 11 58 DRAINAGE IMPRovEMENTS AT FOUR LOCATIONS NY25 & NY2T SH8291. SHBn'!. 5H9305 SUFFOLK COUNTY r.loN. 0042.14 B.I.N. ~ m o ~ ~ ~ o TABLE OF DRAINAGE STRUCTURES FRAMES ExiSTING PIPE PROPOSED PIPE ITO.! CLEAN CONNECT TO BASIN AREA TOP OF LOWEST 10604.0129 " STRUCTURE . IiElA 20].18 " SllE SIZE LENGTH STATION OFFSET [XISTlNG ITEM . TyPE ITEU . TYPE STRUCTURE ITDA . REMARKS NUUBER Im~ GRATE INvERT Im~ PROPOSED 1m' lmml lmm) 1m' ITEM 203.191.4 COLLAR WAll (ExiSTING) 3~ I 2'286. 448 5. 491 R X . I 5 I . ~ m ~. ----..-- ------------ .-.- - -~ -~ -- - ],2 2'"343. 5CO 5. 837 L 604. 50' 005 M LB 82135 IB-2) 655. 0501 " CAST FLUSH, G3 O. 79 102. 936 - -- --------- -..-"-------------- . - . - 3 ) 2'390. 187 5. 123 R X I 5 I .----- -- -----.-------- ---- ------- --- - m 3~4 2*400. 000 5. 826 L 10604.014084 M LB "2135 655. 0501 M CAST FLem. G3 O. ;9 1m. 423 - ----- --------------------- - - ---------------- - - ---- -- -- - ].') 2*417. 776 5. 761 R X . _\.5 I -. ---- --------------- -- ----- - - -- .. m - ------- - - 36 2-456. 000 5. 916 L -~ 1 C604. 0 14084 M ____~_~L~_ _6?5. 0501 " CAST FLU9-I. G3 O~ 79 98. 672 . ~ -------- ,-.---- - ---- . - ---- ---- -- 3-7 2*460. 000 5. 325 R X I. 5 __ I --- . .~ i4.-g7 -, -------------- -- --- ---------- - -- ~ ~~ ------- - - - - ~-- -~ 3,8 2'474. 987 5. 837 L f-- ~. 1(Xi()4.014048 M " LB MI22Q ___~55. Q~.l " CAST FLU9-I. G3 O. 79 98. 461 ~~.- 379 3- I I ED3. 6102 M 375 --- --- ------ --,,---------------- - -- ~-- -- -- - ~- ------- - ----.o- ---- 3~9 2-479. 572 5. 029 R ---~-- _~G 521 I 5 1 3- 10 €?DJ. 6102 M 375 2.85 ----~------- -----.---- --------------- -- ------- ----- - ---- --- -- - ------ - -- ---------- ---- - ----- -~ ~ . J-9A 2*473. 21 3 34. 359 R 603. 7305 M EN) SECTIO\J ---_.~--- . ~ EEE ""TE 2 ----- ------- .-.- ----- - ---- ----- - - -------- - -- --97:231 ---- - ----- - ------ - -- -- ---- .-- - --~ >iF ------ ------- -- ~-- ------ - - 3 10 2-483. 978 5. 052 R 604. =01012 M LoH AI23) 655.0101 M FRJIM:: 8. CRATE o. 53 98. 554 )-9A .- ED3. 6801 " 29. 10 ---~_.. - --------- -- ----.--------- ------~~. -- -------- - 37~'~~ ------ --------- ---- ------ - - -- - --~ -~ -- 3~ I I 2'491. 989 5. 701 L .J 0504. Q ~ t!~__M __!JI 1.1123)__ ~~~g~!--~-- ~?T FL~..__ ~ O. 79 <38.49:) )-12 ?O3. 6103 " 450 9. 16 -------. - ---. ~- ---- --------~ - -- - --------- - - - ------------ - ~-~ 3~ 12 2.491. 989 5. 486 R 604.501002 M LB BI23) [B-2) ~~ O~!__~_ ~~!_!J-l!-!:!._~~._ O. 79 98.544 __'E.YE --- _ __JIO ~ .... ED3. 6103 M 450 10. 65 ----~ ---------- ---------- -- ~----- ---- --------- -------- ~- ---- ------ - - ~~ - -~ 3~ I 3 2'497. 989 5. 634 L IQtS01..014048 M _~1~__. _~??.:.9~~ CAST FWSH. G3 -Q~ <38.532 :}?.:'?X> 3-11 ~~._f?!02 M 375 3.97 ----- - ___n__~_____ ----- -- ----------~ --- --- ---- ---- ------- -------~- ---- - --~~-------- 3~ 14 _ 2-498. 672 5.280 R X ------- --.~---~~. - 3-12 693.6~<??..~ 375 ~5i_?__ .~- ----- ---- ----.--- ------------- -- .---- ---------- -- ----- ------ ------ ------ 3- 15 2-560. 000 6.050 L ~~lJ!~~_~ LB 1.11220 655. 0501 " CAST FLlJ9-j. G3 _l?~~ 99.670 -- -----~---..- __..____ __,. _n_ ________ -.---- - ~ --------- ----- - - - ------- ---- - ---------- ----- ---------. -- __.-_.n -.....- -- ~~ ---- - ~- ~- 3- IG _ 2~6?1. 909 --~:.~~--~ X -~ ------ ----- -...------- -- ---- --~ ------ ---- -- 1.5 1 -------- - ------ - --------------- ---- -.---- - -- - - -- ------------- -------- - 3- I 7 2-646. 239 5.562 R X ----- --- -----------~-- .---- ---- ----~ ~----- 1.5 ---~-- 3-18 ~;3~~_cg!'1 375 4.99 ---- .---- -~- ----- -~ ~ ------- - n --------- ~ 3- 18 2-646. 239 8.015 R 604. 50 1 006 M LB 82285 I B-2) 655. 0501 " ~3!B:-~...!....G3 _ o. 79 -- ------------- - -- -~-~----- -- -.--------- .--.------- ------. -..--- ------ m_ - -- -'''------- - - -- - 4~ I I 7'921. 185 14.226 L X ..------- ---- .-.---- ----- .-!~.4_~ ~- --- 4~2 -- ~~.._~!!Jl_!A '""'- ~!.~- -----~ ~ ~--- .--- ---.--.. ----------- - ----- -- 4 2 I 7'931. 809 2'6.788 L 604. ~1011 lot .... 81220 655. 0101 " FRAt.E & COVER 0.53 12. 308 9.185 _~2_____ 603. 6103 ~ 450 26.25 -. -- .. ---~---- -- --------- 260 - -- ---. ~------ ----~--- --- ------------~- --.. ----~- --- ---------- ---- n - 4 3 I 7'93). 748 53. 771 L 604. ~1001 M LB TV"" A 655. 0501 " CAST FLlJ9-j. G3 O. 79 10. 8. 977 EEE ""TE I ~ w o ~ . '" "' .. All DINENSIONS ARE IN m UNLESS OTHERwiSE NOTED AS BUILT REVISIONS SIGNA TURE DATE NOTES: I. '~U ~5PHNJ PA[) DETAIL ON ONG. I.IIfI. DRAINAGE TABLE TilE. END SECr/ON SHALL HIVE AN EWPrJCJlL OPENING TO FIT /'HE 365 mm RISE ~ 575 mm SPAN ReEP, THE END S[(T/ON SHAlL BE PAID FOR UNDER ITEJI 6OJlJ05 M. STATE OF NEW YORK DEPARTMENT OF TRANSPORT A T ION FILENAI.lE 00+121+1AA....TB (jf.'hW[tlf; ~J(). Df-2 + ~ ~ 0 . '" ~ ~ V . ~ ~ o ~ ~ < ~ o ~ ~ o "' < ~ ," m o ", w ?i :;; o ") ~ m ~~ ~ m 1l :<; ~ ~ ~ N .; ~ ~ & W ~ " ~ N " ~ ~ ~ :-~; " . . ~ "~ ~ om "'" ~ .- . ::; S1;; 0 /& ~ <nN ~, " ..; w> 0 "'~~ " 7' i -t;::2S' " ", r'" " :I:~ '-~ ;::!'l , cO ~~ -'~ ,n .:a + '" I~- EXISTING GROUND , f /, \ , !TH.! 203.02 1.4 \ ~ \ \ HI ISO mm ~ I 6 S~gPE 1 ON <'I MIN.... O./H=' rn I ITEM &10.0203 1..4 SEE a MIX "6 [rEM 013.0101 M nOD mm) " ~~+ " ' [TEM 613.0101 noa mm) 2.1 m t 09 m + ITEM 203.02 M -- {lEM 610,02iJ3 M. 1 SEED "IX " \ " 6 ITE" 10J.OJ" I Urn t NORTHSIOE DRAINAGE DITCH DETAIL LOCA TlON I PROPOSED TIP-UP GUTTER - EXIST"" ROADWAY I \~~ ITE" :OJ.o2 " 11 -- 7.408 m TO CENTERLINE - [TEM 613.010t 1.1.. .<1' (\00 mml )./ ITDJ 203.03 M --- - i- n~ 2.1 m -.--------+- OAG m o:,:t. SOUTHSIOE DRAINAGE DITCH DETAIL LOCA TlON I ~ z W 2 W > < ~ v z ;:: '" ;; w ~ o _ll , 150 mm ---1 lor or EXI:,TING RQA-OWAY EX lS T1NG GROUND ITEM 203.02 M - ITEM 613.0-101 U liDO mm) ITEM 203.03 U ITEM 608.020101 M 175 mml TIP-UP GUTTER DETAIL NOT TO SCALE NOTE: AT LOCATION 1. THE 2.0 m RESTORATION [S USED FOR LIMITS BEYOND mE NORTHSIOE AND SOUTHSIOE DRA[NAGE DITCHES iTH[S WlOTH !.lAY VARY A.D.BLI. WHERE TIP-UP GUTTER ABUTS THE DRAINAGE DITCHES SEE NORTHSJOE AND SDUTHSlOE DRAINAGE DITCH DETAILS FOR AREAS BEHIND TIP-UP GUTTER. r- t tTEM 401.01 M ---- ITDA 6]3.0202 IA ---- ITEM 06403.127102 1.4 140 mml PROPOSED TIP-UP GUTTER r~~+ 914 mm + ~~-1 \ _I ~ 610 mm j ExiSTING ROADWAY 1.364 m TO CENTERLINE .... -- ITEM 608.020101 t.A 115 mml 1 610 mm ..L -..- RE TlCULlNE GRATE OR MANHOLE rI,-o ROAD STATE REG. NO. CONTRACT NO. N.Y. 0258723 DRAINAGE !t.APROVFIAENTS AT FOUR lOCATIONS NY25 & NY27 SH829 I. SH822'3. SH':D05 SUFFOLK COUNTY P.LN. 0042.14 B.l.N. - 1 6\0 mm .J I 610 mm I ';HEFf HJlAl ~~O. ')I1FT IS 18 58 ITEM G08.020101 M 115 mml 1-,lot9l,rn t6l9J r- mm m mm ~ ELEVATION EXISTING GROUND ASPHAL T PAD AT DRAINAGE INLET DETAIL BASIN "S 1-1, 1-8, I-II. 1-14 8. INLETS TO CULVERT AT LOCATION I ITEIA 60B.020101 M 175 mml RETlCULlNE GRoHE OR tJANHOlE All OIUENSJONS ARE IN m ~LESS OTHERwiSE NOTED AS BUILT REviSIONS r~~-1 r~~-1 h.--- ITEM 203.0~~2~" _. \-.~ ITEM 610.0203 M SEED MIX 16 ..- ~"._J \--- (lE" 60B.02~J~ 0 I f-' . I ~~~+'14 mrn t~~1 M 115 mm) ELEVATION ASPHALT PAD AT DRAINAGE INLET DETAIL BASIN "S 2-1;, 2-12, 4-3 LIMITS OF I TEU G 33.0202 M . t L IMI TS OF_ 1 TEU ~~_~.30 t.A _ ~ REt.AOVE (XIS 1. ASPHAL T I ITEM 10520.09 M 140 rnml 40 mm MIN. __~_.____ ,,_____ - __n ________ '~I '- OIST, CO"POSITE ~ f.~ ~ --~--- --~ PAV.~~~~_____~____,\______.____ ._.,--____________ --I - ITEU 401.01 M ~~- SEE NOTES AND TABLE ON UETRIC STANDARD SH[ET M403-1 tHOT MIX ASPHAL T OVERLAY SPLICE) RESURF ACING TRANSITION TO MEET EXISTING COMPOSITE PAVEMENT SEE GENERAL PLANS FOR RESURFACING LIMITS SIGNATURE DATE MISCELLANEOUS DE TAILS STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION FILEtIAME 00421.UC.DDT O^I[ 11/01 j) P t. 1I11l(, ~ J(J. lAD-I + ~ m . ::l ~ w G . ~ m o :" ~ . ~ o \ MEET EXISTING GROUND BOTTOM ElEVATION 10.2&0 l. SLOPE I ON 4 .L. 0.9 m SEE owe. LP4-1 --- rOR SEED ITEMS . I SLOPE 1 +1 ON 3 [TElA E,)l.OIOl M noa mml 801 TOM 8. S[[)[S su, owe. GPIl 1 FOR liMITS SECTION A-A; DRAINAGE SWALE DETAIL LOCA TION 4 Nor TO SCALE MEET EX[~TJNG GROUND ~ m o ::~ . , ;- ".I lSLOPE 1 ~ m ~J 'i ~ m o w <~ V' W ," ~ ~ " " " u ~ . w ~ ..; ~ " '" 'v '" ~ ~ ~ " , '" ~ '" / j' : . . !' .~ ~ .'" w ""' ~ ;;- ~ 9\;;; w 0 /0> . ~ ~N ~. . W w> . ~~'!' " /' . " "illS' " I~~ ~; " , :--~ wW ~- ", ;;:g + ~' : BOffOM ELEVATION = 10.260 0.9 m SEE owe. LP4-1-- FOR SEED ITEMS ON 4 ~.sLQP!.1 I ON ITEM 613.0101 M nOD mm) _________ ~_ BOTTOM :E:1::5co GP4 I FOR L1MlTS SECTION 6-6; DRAINAGE SWALE DETAIL LOCA TlON 4 NOT TO SCALE _ _ __ __ -G '~~R~=-=-~.Q'91~=- 1~~" 20J.0~~__ I ____SlOPE "J 8 2.44 m S,-O?'- \..2.S I----- 9.lm --_.t-- 4.6 m -+-- 6.1 m .-- ~X_[S_T1:~ c:u: ] , ITEM 203.02 M ISLOPE I ION 3+ - ITEM 203.02 M .,.----- MEET EXISTING GROUND -7 -- SLOPE 1 ON <1 __f'rl-- [TEM 10520.09 M -\ /\ ~- EXISTING DRIvEWAY ------ (TElA 608.020101 (40 mm MIN.I ~I~-~'t~Q.~~-1 L WATERLINE t -",. u n t,,,~ ~'~J SECTION A-A; PROPOSED POND SECTION LOCA TION 3 NOT TO SCALE NOTE: ALL EXCAVATED MATERIAL FROIA THE PROPOSED POND SHALL BE RETAINED ON-SITE IN THE CIRClED AREAS LABELED I AND 2 ON OWG. GP)-1. SLOPE 1:3 MEET EXISTING GROUND ....---- - SLOPE I ON 4 FED ROAD STAT[ REG. NO. CONTRACT NO. S\1[[1 HH^I NO. ')H[[TS N.Y. 0258723 58 " DRAINAGE IMPROVEMENTS AI FOUR LOCATIONS NY25 & NY27 SH82'31. SH8229. SH'3J05 SUFFOLK COUNTy P.I.N. 0042.14 B.I.N. J VARlE5 ~.O.B,~. .-- -- l " - I---~::E~%---l ----~ PROPOSED "'ILUNG & RESURFACING 1_-- EXiSTING PAVE~ENT ~9~~;~-~ DRIVEWAY DETAIL - LOCATION 3 DRIVEWAYS AT STA 2+410 & STA 2+465 INORTHSIDE> NOT fa SCALE ALL OIt.4ENSIONS ARE IN m UNLESS OTHERwisE NOTED AS BUlL T REVISIONS SIGNA TURE DATE MISCELLANEOUS DETAILS STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION r1LEIIAt.4E 00-421....C.oOT 1/\i^WltJl, tlO. UD-2 + ~ m . 8 ~ u W . u . ~ m o :e ~ ~ o .;; ~ 4 " ~ 0' C, ~ m 8 ~ u ~ .;; o w z '" ~ c, Q ~ ~ ~ ::! ~ ,; ~ 0 w . .. N . ~ '" w '" Oi ;;: " N , . '" ~~ ~ -:' : . - !J -~ ~ O~ :e <>,;; .- ~ ~ . w 0 ~ v>N ..; ~, , lli> fl, =>~ - " /' 0 iliilJl' ~J IW~ ~ ,",w " ;:-~ 0' , z WW ~~ --'~ ," <;:~ + ,.' --.. 100.0 95.0 MH CENTERLINE I I I I I I I I I I I I t ~ ~l}6~ ;m~X~5~ ~m~R~E~-t-:=- I _n~_ I I I I I I I I I I ITEIIA 203.03 1.4 t\50 mml ,r-END SECT[ON B~n_ -~---~:: -:.-::-~C _~.- ~ --- 0+000 0+020 ~ 3.5 m UAX. B-.J [NV 97.106 ITEM 610.0203 M SEED MIX 16 I ITEU 613.010\ U 1100 mml 0+040 PROFILE OF OUTLET PIPE AND SWALE LOCA nON 3 1 ITEU 61 ].01 01 N liDO mml ITElA 203.0] U / [rE" 610.0203 " l.O m RAOIUS ROUNDING !TvP,) EXIST[NG GROUNO jG -- ITEU 20].02 t.4] \ ITEM 203.03 U ELLIPTICAL PIPE SECTION B-B: OUTLET PIPE NOT TO SCALE E W ~ ~ u ~ ~ "' ~ Cl ~ W > 0 o ITDA 203.02 U 0+060 - ElLlPflCAL PIPE ITEM 610.020] M SEED MIX 16 1.0 m RAOIUS ROUNDING !TYP,l '--- 0.]8 m 2.5 I 5 1.5 10 12.5 HORIZONTAl SCALE AI A-.J [_EXISTING GROUNO I ~=ITIE" 613.0101 ~-_. ~-- 3.s m --.- ~ SECTION A-A: SWALE NOT TO SCALE u noD mml I 15m 100.0 95.0 0+080 FED ROAD STATE REG. NO. CONIRACT NO. Sl1[F 1 10 TAt NO. ,Ha I~) N.Y. 0258723 20 58 DRAINAGE IMPRQVtMEN15 AI FOUR LOCAIIONS NY25 g NYiT SH8Z91, SHa22'), SH'330S SUfFOLK COUNlY P.I.N. 00<12.1 <'l B.I.N. ALL OIUENSIQNS ARE IN m UNLESS OTHERwiSE NOTED AS BUll T REViSIONS f]L[NMAE OO~2t~AC.oOT SIGNA TURE QATE MISCELLANEOUS DE TAILS STATE OF NEW YORK OEPARHAENT OF TRANSPORT A T ION l)Phllj[ljr;Il!I. l.IO-3 + ~ m :;] ~ v . W I V . ~ m o I" ~ < ~ o ~ m o ~ < ? ~ ~ "' 8 u w C ~ m o w z o ;;; w o ~ " ~ W .. ~ ~ " ~ ~ . -~ ~ ,. I" "" ;- ~ l& w . 0 -& ~ ,N -, . W j> 8- :i _ n iH ;;-; :f, ,W~ a :~~ ::J " :~ .. :~ " [13 + :-'~ ~ EXISTING Pd....EMENT -.. .Il-. (1:,=~~;J Ill, "1;1:211;.J rYFI-- m I u_ LIMITS OF I.4EASUREMENT, FOR ITEI.4 10604,or2'J 1.4 SEE NOTE 5 DAMAGED AREA OF WALL REPAIR UNDER ITHA lo(,n4.012':l lA, A.a.A.E. I, ~' :,:::_:_::_:_':'::_; L\ ::~~":_';:C'.?h () , C::~-:l =_:1 ..__.._._ n_ C=~ ::'0::.:__ '.=~l '..2::~. = :r-;c-;,: "F= --_ "c~-:::J"= " .'. ." q': -:-~ ~-:,:-:EJ . --~......:.~., , ',',\:' "_.\' ,/>c'/;',,' 'j' -'(;("-'0'-' r) '(7't:/"I/"C>S' ",1~r:>O<:":'0 '/i'crJ6')o"~J' '..1 co 0 0:' 0 ol/;-'o'~)!:i',-,C:1f/ :>,-'"...:..0');"'.... '/}~/OJ/:?<7CJ b' =-_ C~ C::--:J L:.' '0':);;'00."'0 . .' . .__ -\6)j'~5(/:'J'.) -,~n:~~J"("':"I~=,;::~~-'?,' -~~~ ~ ~t~-~;~~~~ .;~~t:~~-~E:. -- FRAME & GRATE I:' , , 111" REPAIR MASONRY ADJUSTMENT COLLAR SEE NOTE TOP SUB CONCRETE OR CONCRETE BLOCK l,om.1 GEOTEXT[LE UNOERDRA!N CLEAN PIPE - SEE NOTE 4 C~l L-" CLEAN SILT & DEBRIS IN BASIN GEOTEXTlLE UNDERDRAIN (WITH 15 mm STONE COVER) III ~ III f. - I ~ I L./ ! 11-\ (-~ [~-;- , FEO ROAD STATE REG. NO. CON fRACT NO. ";Ilff! IOfAI ~JO. SHE r: TS r-c--' N.Y. 0258723 21 58 ORAINAGE IMPAOV[l.AfNIS Al FOUR LOCATIONS NY25 & NY21 SH8291, 511822'3. SH'3305 SUFFOLK COUtJlY P.I.N. 0042.14 B.LN. NOlES: I. SEE NOTES I THRU 7 ON OWG. DN-\, 2. DIMENSIONS FOR EXISTING STRUCTURES SHALL BE FIELD VERIfiED By THE CONTRACTOR. \ GEOTEXTILE UNOERORAIN 3. THE CLEANING DETAIL IS ILLUSTRATED WITH A HPICAL LEACHING BASIN. WORK IS TYPICAL FOR LEACHING BASINS WiTH DIFFERENT CONFIGURATIONS. ALL DIMENSIONS ARE VARIABLE. THE CONTRACTOR IS AOVISED TO FIELD INVESTIGATE THE STRUCTURES PRIOR TO SUBMITTING HIS UNIT PRICES FOR THE REHABILITATION OF THESE STRUCTURES. 4. FOR CLEANING OF PIPES. SEE NOTE 2 ON OWG. ON-I. S. lAASONRY ADJUSTMENT COLLAR SHALL BE DEFINED AS THAT PORTION OF THE STRUCTURE ABOVE THE TOP SLAB AND BELOW THE DRAINAGE I=RAME. CLEANING EXISTING CATCH BASINS. MANHOLES. FIELD INLETS. & DROP INLETS ITEM 203.19 M REPAIR WALLS OF EXISTING DRAINAGE STRUCTURES ITEM 10604.0729 M GEOTEXTILE UNDERDRAIN WRAPPED LEACHING BASIN DETAIL THE GEOTEXTlLE UNOERORAIN SHOWN IN THIS DETAIL SHALL BE PArD FOR UNDER THE RESPECTIvE LEACHING BASIN ITEM. TH!S OETAIL SHALL APPLY FOR ALL PROPOSED LEACHING BASINS. ~7-- EXISTING -- / PAvEMENT FRAME & GRATE -~-----_.~----_.- I , r TOP SLAB PORTION OF EXISTING BASIN TO BE REMOVED , ,-- PROPOSED BASIN -- __ PORTION OF EXISTING BASIN TO BE ABANDONEO _L._~ r _L. -.--1.1'00 mf~' r EXISTING BASIN BASIN REMOVAL/ABANDON DETAIL NOT TO SCALE NOTE: THE 300 mm BETWEEN THE BOTTO~ OF THE PROPOSED BASIN AND THE TOP OF THE ABANDONED BASIN SHALL BE FILLED W[fH SELECT GRANULAR FILL I[fEU 203.07 Ul. FOR THE PORTION OF THE EXISTING BASIN TO BE ABANDONED SEE DWG'S RGS'J8-1 & RGS98-2. ALL DINEN$IONS ARE IN m UNLESS OTHERWISE NOTED AS BUlL T REVISIONS SIGNATURE DATE DRAINAGE DETAILS STATE OF NEW YORK DEPARTMENT OF TRANSPORT A liON IlP ^ 11 I t je. ~ JO, 00-1 + ~ ~ 0 ::t . v w ~ v .4 <<I ~oo mm TOP . 600 mm RCP ~ ~ 0 ~ ~ < ~ 0 (2) -/ EACH FACE 15 mm SPACING :;; p ~ < ~ " ~ ,., i,; ;;: " CO ,5 "7 ~ 150 mm BOTTOM ~ ill U W Z " " "' ,~ - " " ..; o ~ N ~ ~ ~ ~ N ~ ~ ~ / -:' ~ . ^ / ,~ .. "'" .- 11&. /~ ON ~ h ?~ ~ iJ~3' / / ::: < > / / ',9 0;- "b~ +.. '<<+ "'.?/?& ~,~ ~ y / / ~~ / / r~q: ._-;;:\1: " ~' ,,; ~.~ .. ;;:~ + '" I "7 f! 150 mm BOTTOM cg 1.'38t m W x 0.838 m H BOX CULVERT TOP SLAB NOT TO SCALE r B: , 1.981 m " x 0.8]8 m H I BOX CULVERT , , , , , / LB TOP SLAB NOT TO SCALE Q) .7 EACH FACE 50 mm SPAC ING ~ E ill~ ~~ "'w 0> ~ X3 ~ x EO ~ -. A (2) .7 EACH FACE 50 mrn SPACING ill '" ___j- .4 tg 300 mm TOP 375 mm RCP (2) 11 EACH FACE 15 mm SPACING 14 e ]00 mm TOP AND BOTTOM BOTTOM SLAB NOT TO SCALE RECTANGULAR CATCH BASIN BASIN "1-7 ITEM 604501036 M 84 @ 300 mm TOP AND BOTTOI.l ! / ! .-- --J.. / , ~ / ~ 1'\ , / \ / \ \ ,; \ I- "- '/ ~ /'/ ---..:.. - BOTTOM SLAB NOT TO SCALE CIRCULAR CATCH BASIN BASIN "1-8 ITEM 604.501040 M j 300 mm I (2) 1t7 mlt7--- .4 <<I 300 mm ---<'--- --85 @ 300 mm ]00 mm x 50 mm KEY nJ 300 mm -r 65 mm COVER - ~ L. ~_ TYP. All SURFACES 1-_ 300 mm \ . 84 0 300 mm - ' 3.G m . SECTION A-A NOT TO SCALE .7 121 -q---, FED ROAD SfA TE REG. NO. N.Y. CONTRACT NO. 0258723 SH[f 1 10 TAl NO. C,lIfJIc, 2Z 58 DRA[NAGE (MPROV(MENTS AT FOUR LOCAHON') NY25 & NY27 5H8291. SH82?9, 5H9305 SUFFOLK COlJNTY P.1.N. 0042.14 -1 (i) 150 mm -S Ii) 300 mm 1.981 m W x 0.838 m H BO~ CUlvERT ]15mmRCP 0 300 mm J L NOTE: All WORk AND l.4ATERIALS REQUIRED FOR THE RECTANGUlAR AND CIRCULAR CATCH BASINS {EXCLUOING TRENCH & CUlvERT EXCAVATION. SUECT GRANULAR Fill AND fRAUEs & GRATES) SHAll BE PAlO FOR UNDER THEIR REsPEcrlvE BASiN ilEUS. 4.0 m SEC T ION B-B NOT TO SCALE -4 t:) 300 mm ~ ~ Q) -7 \ S.I.N. -4 fb 300 mm 121 -9 II: II' 1.981 m W x 0.8]8 m H BOX CULVERT j ]00 mm I -5 IZl ]00 mm 100 mm x SO mm kEY 14 D lOO tom j ]00 mm I lOO mm ALL DIMENSIONS ARE IN m UNLEsS OTHERwisE NOTED AS BUilT REVISIONS FILENAME 004214AB.DDT (2)-1--/ -4 0 ]00 mm SIGNA TooE ]00 mm J L OUE DRAINAGE DETAILS STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION rW^"II~H, tl(l. 00-2 + ~ m 0 ~ u . ':' u . ~ "0 " ~ 0 ~ '" w '" 0 :; < z N , ;:; , ,tl > , : . , / ,m .. "I;; .- .'/Ii; /~ . ~'" ~. , w> . '3"'!' " / . . , 1ll!l3' " , .. i~~ ~ : , z Ww , ~~ + .. , ~ ~ m o :" .. ~ ~ o ~ m :0 < ?: " .' u W t~J ~ , rn D '" '" . W o . -16 BARS, 610 mm LONG. 100 mm c.c. TOP 8. BOTTOU fOR QUANTITY SEE @) LENGTH VARIES SEE TABLE r Il-, un 1 i ~ 4 -j- +4 + -1- ~ -It I III I II I A~l"- 1- I I: r 'ltl,;,S~l:~~/'+- +~\j -Ili, I ,did ~~i~~: ~~i -b -l:::^vb-~ [l: -150 Of I ..I; ;;Ie: . t-:t I mm r'_GUTI,~_IJNE_W/Q~~B ~pL'--l-___ --- ~~~~;HB~~~ -cDOP & BOTTOM k"l: B_~__.._ __ .___~j l-j 200 1220 mm 200 mm mm 5-113 BOnmA BARS, 280 mm (-( 6aS mll1 lONG W] THOUT CURB 80X 510 mltl LONG WITH CURB BOX 815 mrn wITHOUT CURB 80x 660 mm wITH CURB BOX I , '2-'16 BAR - TOP & BOTTO". 1520 mm lONG 2--1] BOTTOU BARS, LENCIN. SEE a:> 4--16 BOTTOM BARS, LENGTH, SEE CD WID CURB BOx 115 mm c.c. WI CURB BOX 150 rnm c.c. 610 mrn wITHOUT CURB 80X 765 mm WITH CURB BOx 200 mm 50 mm UIN. - COVER lTYP.J~ - '16 BOTTON BARS. 1520 mm LONG. QUANTITY SEE 0 CONCRETE TOP SLAB FOR TYPE M LEACHING BASIN ISEE SECTION B'B FOR DETAILS OF BASIN enow TOPI 1.11220 1.11525 Ul830 U2135 1.12285 TyPE lot 10604.014048 Y 10604.014060 u 10604.014072 1.1 10604.014084 u 10604.014090 U (J) 1[' o 0 355 mm 2 665 mm 3 965 mm 3 1115 mm 3 1IJ lZJ 1470 mm I 1775 mm 3 2080 mm 5 2385 rrm 6 2535 mm 1 / GUTTER LINE ~ ISS+ :::E _ mm WITH CURB BOX ee I- iiiO -.iftiouraiRjjjjjj,. FfRA"E ANO GRATING wlTN OR I ~ - wiTHOUT CURB BOX AS CALLED ~'" "if'oi ,/ fOR IN TABLE Of ORAINAGE SIROCIlllES } ~ ~ {'IJ BARS ;1'1& BARS t f:>- isom.;;;. -.'''.'':;.''--.'.Y-.'.'.-,-.'I200mm __ ____ "iii ...I;;;-----=-'~~.~.~~--: ~ 2-'1& BAR X ~ t25 "'" COVER :.> ._. ~ e e g ~ 200 mm ---- r 0.6 m - GEOTExTlLE \ -- lTYP I - - - , ," UNOERORA)N _ . I I GEOTEXTlLE 1lI0tRORAIN LINE DIVIDES SOLID AND SLOTTED PORTIONS OF LEACHING BASIN ~ bd 718""'~ ~ ~~ ~/&. ~a~~' J- = = ~ <: ",~~~ ~T it?" ~---l sd' CONCRETE fOOTING ,.; 105 "'" -" / / ~ 1-200 \ -./1 / / mm mm 300 mm POROUS IotATERIAl / L BACKFIll All AROUND- (SIZES I .1.00 21 / WITH POROUS UA TERIAL. CEOTEXTILE UNOERORA)N ~-~/ SIZES I Ato() 2 WITH 15 mm STONE COVER ;;; SECTION B-B LEACHING BASIN TYPE M (SEE TABLES BELOI FOR ITUISI I TOTAL INTERIOR AREA Of WAll OPENINGS !TEY 10604 .014048 t.l .014060 U,014072 U .014084 .. .014090 lot INSIOE LENGTH 1220mm 1525 1MI 1830 mm 2135 rnm 2285 mm MIN., SQ m 0.123 0.140 0.159 0.116 0.116 UAX.. SQ m 0.163 0.188 Oollt 0.235 0.263 11100 mm "IN. - - 205 mm I.4AX. r 2S mm "IN. V 75 mm UAX. =1 LEACHING BASIN SLOT DETAIL NOT TO SCALE r11 305 1 ~ 15 mm t I.4AX. 405 mm TYP. LEACHING BASIN LADDER DETAIL NOT TO SCALE - GUTTER LINE r FRAUE AND GRATING ImH OR- WiTHOUT CURB BOx AS CALLED '1& BARS,,,, 'II BAR>,' ~l.I 12S mm "AX. 200 ,,;;J:'-~: ::::'~c'i:;;:;-',.I'-.;ll J,!.~9"'" '.. f '-------;:~,;;~R I,~; , 2S mm COVERJ '~ :;.. .", E 200 mm.- E rO.6m ~~ GEOTEXTlLE-\ .;---------~ __118 mm ._ ,,' UNOERORAIN ,,(TYP.I .._ - -- --. '1 I~: =a~# 1 = =~~::- u___ wa:1-.. - ~ _0.. ~ ~~2~ - . -- CON:RETE :OOTlNG ~:~305 mm T .,t e e f o o ~ 300 1MI POROUS UATERIAL ~ ISIZES I AND 21 GEOT[XT1LE UNOERORA!N --- --- WITH 7S mm STONE COvER "~ ".~" Ji)r:~,:~l J1 r3051 I 200 mm mm . - BACk rill ALL AROUNO wITH POROUS UA TERIAL. SIZES 1 AND 2 SECTION B-B LEACHING BASIN TYPE M fRAME AND CRATE FORWARD CONFIGURATION GEOTExTlLE UNDERORA!N -LINE DlVIOES SOLlO ANO SLOTTED PORTIONS OF LEACHING BASIN I-ED ROAD STATE REG. NO. CONTRACT NO. <,fUf! [rHAL rJO. <.iHll!S 0258723 N.Y. 21 S8 ORAINAGE IMPROVEMENT,) A T FOUR LOCA lIONS Nn5 & N~27 SH8291. SH822'3. 919305 SUfFOLK COUNIl P.I.N. 0042.14 I a.I.N. NOTES: 1. QrFSE r FOR LEACHING BASIN TYPE I-A ARE MEASURE!) TO THE GUTTER LINE. 2, WHEN THE TABLE OF ORAINAGE CALLS FOR "FRAME AND GRATE FORWARD". THE CQfHRACTOA SHALL FABRICATE AND INSTALL A TYPE 1.4 LEACHING BAS[N AS SHOWN IN THE "FRAME AND GRATE FORWARD CONFIGURATION" DETAIL ON THIS SHEET. 3. POROUS IJATERIAL FOR FILLING SHALL BE SCREENED GRAVEL. CRUSHED STONE OR CRUSHED SLAG. SIZES 1 AND 2. AS DEFINED IN TABLE 703-'1 OF THE STANDARD SPECIFICATIONS. 4. FOR ADDlTlONAL NOTES. SEE DWG. ReS 98-[, 5. SEE OWG. RGS qa-2 FOR EXCAVA TlON &. BACKFILL PAnJENT LINES. ALL DIUENSIONS ARE IN m UNLESS OTHERWISE NOTED AS BUlL T REV)SIONS SIGNATURE OATE DRAINAGE DETAILS STATE OF NEW YORK DEPART~ENT OF TRANSPORTATION FILENAUE I 004214.8.o0T I DATE 11/01 I [;PMI!W, till. 00-3 RE.CrOt~ 10 + . . ~ w o :e ~ < oc o o "' , w o "' i3 ~ W D ~ ~ ~ :': ~ ii ~ w ~ .;. N ~ oc w w '!! 0 < ~ -, N ~ , W ~] '!! ~ u : . . / "''' ~ !!Ji .- ~ S'Oi w . 0 /W < WN ~, u W w> . Ill>?'" 0 / ' . ,. ;;~S' n ~~~ ~~ i!>\3 " ." Z~ " n ~~ ~~ ." ;;:g + ~. ~ ~ W o ':::. V W L V t.lEET EXISTING GROUND ~ w o eo < '" " n' ~ rn u w c; ITEU G10.0203 1.4 SEED ..m -4 ]TnA 613.0101 1.4 II 00 mml ~._- 2.0 w " ~ ,; o ,< ASPHAL T GUTTER SEE NOTE 2 SEE TYPICAL SECTION 300 rnm 1.2 m ROUNDING 600 mm G.O 1.333 H ~~ 12 m 1 w " ~ [lEt.! 10507.3102 1.4 [lEU 10607.4061 1.4 SLOPE V~___ ....._---~ w V Z -~ 1.2 m ROUNDING HYP,I ITEU 608.020101 1.4 115 mml ITEU 203.02 lA 0.667 H NOTES: l. THE BOTTQI.4 SURFACE SHAll BE LOOSENED TO A DEPTH OF 300 mm BY MEANS OF A D[SC HARROW, RorOTlLlER, PUl V!14IXER PLOW OR OTHER I.4EANS ACCEPTABLE TO THE ENGINEER. NO SEPARATE PAYI.4ENT WILL BE MADE FOR THIS WORK Bur THE COST SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE DeliVA HON ITEM, SEE owe. LP2-1 FOR LANDSCAPE ITEMS. 2. SEE GENERAL PLAN,:) FOR GUTTER AND SPILLWAY LOCATlONIS~. FOR DETAILS OF GUTTER AND SPILLWAYS SEE owe. RB.2. VAR[ABLE (A'.i SHOWN ON PLANS) 1.333 H ~ RAIAP WIDTH IrEIA 10608.0205 l.l (7S mm) ExISTING GROUND \ SEE RAIAP DETAIL 4.2 m " 0" ~ ~ z ~ w 0 m - o ~ w~~ ~~> ~ww W~~ <ow '!i. ~ SLOPE 2%_ H : 4.6 m , \ (IE" 612.:'01'"\ \\ SEE "STONE DETAIL" THIS SHEET '., __mu_---==___~ ITEl.l 613.0101 1.4 flOD mml ------- ITEI.l 203.03 1.4 ~-~.. SECTION A-A OF RECHARGE BASIN - LOCATION 2 NOT TO SCALE '.2 3.0 1.2 m ---.------ ASPHAL T currER ~~l SLOPE 2% SEE TYPICAL SEcnON --- lTEI.4 610.0203 l.1 SEE I.4IX-4 RECHARGE BASIN flOOR \ GOO mm \ [rEM 613.0101 1.4 (\00 mml -~ [TElA 608.0201011.l 1100 mm) RAMP DETAIL ACCESS RAMP TO RECHARGE BASINS SECTIONAL VIEW -Uf ~.L'-"'u w " ~ w V z ::' 2 ITEIA 612.0201 M ~LO!,~}!_ ~ -800 FEO ROAD STATE REG. NO. CONTRACT NO. '.,HFrl NI). lQIAL ';H[ t l~) mm N.Y. 0258723 2' ;8 ORAINAGE llAPROVEMENTS A' FOUR LOCATIONS NY25 & NY27 SH829\, SH8229. SH9 ~05 SUFFOLK COUNTy P.LN. 0042.]4 a.I.N. 6.0 ---,-+----.--.-- ~.. ." ''',-:... 2.0 MIN. w " " MEET EX(STlNG !Ii GROUND ~ ASPHALT GUTTER SEE NOTE 2 lTW 6\J.010t M liDO mml ITEt-.4 610.0203 IA ------ 1.2 m ROUNDING nypol \ \ '~.. ITEM 620.0<1 I.l \.- ITEM 207.10 M ALL DIMENSIONS ARE IN m UNLESS OTHERWISE NOTED AS BUILT REviSIONS FILENAME oom ~'B.DDl SICNATURE DATE 800-1. mm 'I 0/ / II ~-~ll ~ / it~;;. :2.0201 / _________ SEE NOTE I----.J - ITEI.4 610.0203 M (SEED IAIX L. _____ STONE DETAIL OPPOSITE OUTLET PIPE LOCA liON 2 SEE OWG. GP2-1 FOR UMITS NOT TO SCALE RECHARGE BASIN DETAILS STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION rJl'A....I~J(; tn R8.] + . . ~ ~ " .rl ~ 0 w . .. ~ ~ '" '" ~ ., ~ , '" ~~ '" / { : . ~ c~ ~ .. "'"' :0 0- , :;; 3i 0 u>N ~ ~, C ..; ~> 0 '>!!' ~\ /' 0 iJ~S' " ~'ta; ~ Z;::~ .. , ~ WW ~- .' ;;:1'; + ," ...- ~ ~ o ':1 :;; is I 5.0 1 01:fc ~ oo~ ~6' B 1 :oo~~'6~~~3J'~1 o tolt!;' 0 IT \>~'\:>of!;oM ~1J ~~'b~ l! otst:lo ~ IbO~ t~ 081' ::0 :3 o<toQ ,,0 c " 0<10 - ~~Q~ ~q: 8;g~~ 1 ~ \>O'1l~~o~ <:>8 J 00 ="'01> -Ail> ~ .ag ~8(:'1\ Cl'OCl'~ ..pQ~ ~D~\>O* ot).f~~tb o bK____ CONeRE TE END 5[( TlON .* A ~ ~ o :0 ~ < ~ o o * FOR [NO SECTION DUAIL') SEE STANDARD SHE[i ~U;O.H: "R(lNFORCED CONCRETE PIPE ~ ~ o :0 < 2' :;; B [NO SEe lIONS", OTHER TYPES OF END SECTIONS [AN BE U"iF:1l IF [NOICAfED IN THE PLANS. - SEE NOTE NO.2 PLAN VIEW '" '0 W U "' t, C C E E o o ~ ASPHAL T SPILLWAY ;; o '!' " ," o SEE NOTE NO.2 DETAIL FOR STONE ~ BOTTOM OF CONCRETE SPILLWAY IN RECHARGE BASIN ~'~.,-'.":".,,-."",..." I ~2_ --I ~w~w.~ IT[l.4 60B.020101 1.4 [15 mml "">'"-->.~''' ,-, ASPHALT CONCRETE GUTTER Rt(IIARr,r BASlfl :;[ Of'E. JuO mm ~~ A --.J ITEM 555.0105 M . FLOOR OF (lOA 203.02 tJ -- ITEI.A 620.0-4 M (TO.! 201.10 t.1 SECTION C-C 1____ GB.. .J ''''.,,~ 150~m .\ \ 1 \ \ SECTION A-A t ~~_O mm ITEM 203.02 l.A . .ITEM 620.04 M ITEM 201.10 M iA 300 mrn I I .. I --- ITEM 207.10 l.A LA - [TEM 203.02 M -1 600 mm I SECTION B-8 - [TElA 555.0105 M (SEE NOTES NO.3 & 4). DETAIL FOR STONE IN RECHARGE BASINS A T END SECTION ul ~.. \. ITEM 608.020101 t.4 HS mml ASPHALT CONCRETE SPILLWAYS NOT TO SCALE I J mm WIDE MARGIN LINE --15 mm :;; T NO 0 a z ~ 0 ~ z w ;;; TRESPASSING " " E ~ Z ~ E N.Y.STATE 0 w 0 ;;; W E 0 '" ~ E ~ 0 z w R. B. 354 0 w ~ ~ .. l~ ... 515 mm___ ~J ~go_rn~ __ SLc;NDUAlL rEO ROAD SrATE REG. NO. COtHRACT NO. ~,Hr [1 rUT hl NO. ,HflTS 0258723 25 58 N,Y. DRAINAGE IMPROVEMENTS Af FOUR LOUdl0NS NY25 & NY27 SH82'31. SH822'J, 5119305 SUFFOLK COUNTY P.i.N.00<12.14 B.I.N. NOTES: I. FOR ITEM DESCRIPTION SEE owe. RB-\. 2. THE Oll.lENSIONS SHOWN FOR THE STONE FILL ARE TO BE CONSIDER EO MINIMUM UNLESS LARGER DH.lENSIONS ARE INDICA rED IN THE PLANS. 3. THE CONCERETE CUT-OFF WALL SHALL BE POURED AGAINST UNDISTURBED SOIL. 4. THE DUAENSIONS SHowN FOR lHE CONCERErE CUT -OFF WALL ARE TO BE CONSIOERED IJINIMUt.I UNLESS LARGER DIMENSIONS ARE INO]Ca.TED IN THE PLANS. SIGN NOTES: I. 600 mm X 600 mm SIGN fOR GArE MOUNT ONL y, 2. IN ADDITION TO THE CATE SIGN, A MINIMUM or ONE n I 450 mrn X 600 mm SICN SHAll. BE MOUNTED ON EACH SlOE OF FENCE. SPACING BETWEEN SICNS IS AS SHOWN ON THE PLANS AND SHALL NOT EXCEED 45 m. OR A.O.B,L J, MOUNT SIGNS ON OUTSWE F ACE OF FENCE IN A MANNER THAT AN UNOBSTRUCTED VIEW FROM HIGHWAY IACCESS ROAD CAN BE MAINTAINED. 4. SIGN PANELS TO BE wITH BLACK LE flERS ON wllITE REFlEC TlNG SHEElING. ---- 4-6 mm CARRIAGE BOL TS 152 mm x 25 mm X J mm GALVANIZED STEEL PLATE WASHERS AND NUTS --1:::- .. -~~V_5_ -~~25 mm -fa~ ::5 mm -- - ___~-38--riim--- J!~ _rnm37 mm f -- RECHARGE BASIN AS REQUIRED IN THE PLANS E E o '" OE ~E A.ll DIMENSIONS A.RE IN m OOlESS OTHERwiSE NOTED AS BUilT REviSIONS SIGNA TURE DATE RECHARGE BASIN DE TAILS STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION IJr'h'/llljr~ W) RB-2 + . . ~ "0 "0 .Q . ~ N ~ ~ 0> '" ~ ';] ~ " ~ , 0> "' 0> / ~ ~ . . / ,~ .~ ~ .- S& . /0> ~N ~, , w> . "l'if'!' /' . i:l:gS- " '" I~~ " ,,~ , " Ww ~~ " ;;:~ + ~: NOfESl \. THE CONTRACTOR SHALL FABRICATE THE CULVERT WITH 610 mm x 1220 mm OPENINGS IN THE TOP SLAB AT THE FrVE LOCATIONS SHOWN ON HIlS SHEET TO ACCOlJ~OOArE A STANDARD RETlCULlNE FRAME S. GRAfE ([TEM 655.0101 W. E N W ~ ~ u ~ ~ g ~ w > 0 0 S > w 2. THE RET[(tJlINE FRAMES & GRATES SHALL BE PLACED AT THE ELEVAT[ONS INDICATED ON THIS SHEET. THE GRADE DIFFERENCE BETwEEN THE BOTTOM OF THE FRAME AND THE TOP OF THE CULVERT SHALL BE MADE UP USING PRECAST CONCRETE PAV[HS AND/OR MORTAR. THE COST OF THIS WORK SHALL BE INCLUDED UNDER ITEM 655.0101 t.4. ::;: ~ u <g u 3. THIS END OF THE CULVERT ')HALl AE CAST WITH A 300 mm THICIi WALL. THE COST OF THIS WORK SHAl.L BE INCLUDED UNDER ITEM !560\.f.>4200B 1.4. 10 15 20 HORIZONTAL SCALE 1S m 20.0 EXISTING GROUND ~ / Te 0 19.007-- ISEE NOTES 1 & 2). TG = 18.977 ISEE NOTES 1 & 2> IG : 19.038 (SEE NOTES 1 to 2) TG 1'3.007 (SEE NOTES I & 21 TG ' 19.306 TG ]9.038 [SEE NOTES 1 & 2) ;;; o :e ~ ~ ~ o r -, ~-'I _______________ _________ ____________ __~ " w- __________________________ II II i. -_-=-__~ ____________________________ \; PROPOSED BO~ CULVERT __ ___ _ ____ _un I~_- II II 1.98\ m W_x _O.~3~ r: H_ 1 _ _ _ _ _ _ _ _ _ _ _ _ _ ..: _ Ja.. ~ : j~~.~ ~ ,~i>j,;<~;~~~~,~s7,}::~~:~~~4~> ~l,c~~~.,~,:;;,;,7~:;:-:~~~~~~"7;;~:i:~'i ::>,.;r<;:t::(1~~';,T;'~~::~_;G.~:t:-~z::~:z:.?~ :(~,-,.~;;.: PROPOSED BOTTO~ OF ~- SEE NOTE] --" INVERT: 17.142 ;;; o ~ ~ E v' ... 0 INVERT - 11.4]3 ~ ~ 0 m 0 \ ~ ~ N 0 ~ [TEM 207.10 M ITEM 623.12 M 0 '" :::; :;i d ,,; ~ ~ ~ ---- ""-'--- N N ~ ~ . . . . . ~ ~ ~ ~ "' ~ ~ ~ ;: ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 15+190 15+210 15+230 15+250 15+270 CULVERT PROFILE A-A NORTH DITCH LOCATION 1 10.577 m LEFT OFFSET 15.0 15+130 15+150 15+170 F E.D RO~D STA TF: REC. NO. CON1RA.CT NO. 'SHEll InIAl NO. ';lIlt IS 0258723 " sa N.Y. DR....INAGE IMPflOVEMENTS AI FOUR LOCATIONS NY25 & NY27 SH8291, 5H8221. $119305 SUFFOLK COUN[V P.].N. 0042.14 B.1.N. 20.0 15.0 15+290 CULVERT PROFILE A-A > "' " (, I CUL VERT PROFILE B-B 20.0 /- EXISTING GROUND ../.----------fG: -i9.360 n ,.... __IL__ \" " 20.0 20.0 19.300-- 20.0 ".306\-'-- / - ~-~-~r-----------~-::I,-t II 'r - - - - - - - - .. \~ IL_-IL-=-~;~~ll ;~;R~'-"- -- JI . II II 1.98\ m W 0.838 m H U a H ____I II r- - - "-~~,, ~ ~ '!"a"'!! - - ... --------- c> < -~-~-..J- / , L INVERT 11.]47 fG EXISTING GROUND I , REfAIHING WALL fG i, -II I H~ _ _'~ _ _ __ 11- - - - - - - - - -_- II PROPOSED BOX CULVERT II I.g81mW~O.fl38mH J~;~~.,;,~,;,~ ;_"~'~';:'--;:," ,. """",..'.,,,',,,',,-.,' '"..",,: r .. M M II II "- .- ". co "' ~ ..., w u INVERT 17.230 ITElA 620.04 lA .;c.(e.,". _I ~ .~::;t::c.~:'.: 600 min ..,."-,,.... ~,,/', HNERT : 11.411 IS.O 15.0 1\.0 \ I I 7.040 m-1 r', I I [TOJ 207.10 ~ """:\-] ~ [NVERT : [1.329 ITE1-J6n.12 ~ I1E~ 201.10 ~ * nu.. 623.12 M d [TEt.! 201.10 1.4 ~ ro ~ ,,; 15.0 20.0 L l 20.0 R o m STA 15+182.694 '0 m 20 m ITE~ I nOil.I01199 I-J CULVERT PROFILE B-B : CROSSING NY25 STA 15+182.694 CULVERT PROFILE C-C OUTLET AREA " i CUL VERT PROFILE (-( PROFILE SCHEMATIC NOT TO SC~U All DIMENSIONS ARE IN m UNLESS OTHERwiSE NOTED AS BUILT REVISIONS SIGNATURE DATE CUL VERT DE TAIL S STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION ~ ILENA~E 0042t-4AB.DOT rWflW!ljl,IlIJ. CD'l ~ "0 "0 ,; o ~ ~ '" '" ,. N ~ '" '" / ~ ~ . ~ C~ .~ "'" ~ ill . ~N ffi> ~ ~..", :;1:. ii -lll!lS' ~~ffi ',''"''!l w..:; ~g .' + '~ + ~ w 8 ~ . u W ~ u IrEM 10202.9901 M , t 1- ISEE NOTE 11 . I , 1.22 m MrN. r (SEE NOTE 3) 15 rom HUJ 10')20.0'1 loA , Jj' r --\r (1"' '\' -\ ,t .., r ~ '\ ., w I I I 0 1 I" ~ ITFM 10520.0'1 I.l < oc IT[tJ 203.0;' M 0 > "' o w ~ . , ,. '" ", ITEM 206.04 IJ ITEM 06403.127102 M 140 rom ~) [TEM 502.\0 M [TEM 06403.257902 t.l MATCH DISTING THICKNESS 165 mm ~) ITO.4 401.01 M ITEM 10502.602'3 M MArCH [X[';lIUf, IH[CK~~ESS (zoo mm ~l ITEM \ 7304.101 L 9'1 M (g')O mm~) [rEM 203.21 loA (100 mml .. ITEM 10202,9901 tJ ... (SEE NOTE II ... 1.22 m MIN. _I ISEE NOTE 3) I !lEU 20HlZ M (,FE t~llT[ 31 j 1'0~ mm ~~~ ExiST. ASPHALT PAV'r - - "' ~ - r - ,', I I EXIST. CONC.PIIV'T , '. -- - 150 rom j I t BOX CULVERT 1.QBI m W )( 0.838 m H ITEM 15603.642008 IJ . //~o gaLllfod 6:O~-:1 SaC' I/,f' J~;C~i?a'? (f'Oo,f'od 6' ,f' 6-'-'f'<f~~~'6'o' ~ (~'ao,~~/~,f;)'-> ,-f',-,c;:,J"OC> :?~' 0~0~0~oa'o~a~~~o~0~O~O~0~0~'0~O~'J~0~Q~OCOOO 0, / :~ "~ { t::1 c. w z COMPOSITE " u' u ,< '"' o " , ~; " " ;7; .- ITEU 206.04 U ------- u_~~j PAVEMENT REPAIR STA 15+182.694 NOT TO SCALE OVER CULVERT ~. '// -- ITEM 203.21 U ISEE NOTE 21 " --- ITEU 207.\0 U 0" (SlOES & BOTTOUI - -"--- lTEU 15595.50 tJ nop & SlOES OF CUlVERH "- ITEM 623.12 U !SEE NOTE 51 / _L 300 mm ~- ITEU 552,15 U OR lTEU 552.13 U'" (SEE NOTE 41 -.- -.. -----1---- I EXISTING GROUND -- / -1 1.524 m I '" _610t-- mm FED ROAD 5rATE REG. NO. CONTRACT NO. SIlUT TOlAI NO. 'jllEE IS N.V. 0258723 " sa DRAINAGE. IUPROVEUE.NT5 AT FOUR LOCATlON5 NY25 8. NY21 Srl8291. SH8229. SH9J05 SUFFOLK COUNrV P.l.N. 0042.14 I B.LN. NOTES: I. THE EXISTING PAVEMENT 5HALL BE REt.lOVED B'I A METHOD THAT SHALL NOT DISTURB THE SUBBASE A.O.B.L PAVEUENT BREAKERS AND BREAI:.!NG UP OF THE CONCRETE PAVEMENT WILL NOT BE PERMITTED. 2. ITEM 203.21 U SHAll BE PLACED IN LIFTS NOT [N DCESS OF 100 mm AND COUPACTED IN CONFORMANCE WITH N.'I.5.D.0.T. STANDARO SPECIF!ClITlONS SECHON 203-3,12. 3. SEE NOTE 1-5 ON DWG. RGS96-l. IN ADD[TlON. THE CONTRACTOR SHALL EXTEND THE L1UITS OF THE PAVEUENT EXCAVATION TO INCLUDE ANY ADJACENT DETERIORATED PAVEI.4EtH WlHllN 2.4 m. OR A.O.BL THE ENGINEER W[LL INSPECT THE DISHNG CONCRETE PAVEMENT AND IF DETERiORATION DR DAMAGE EXISTS THE CONTRACTOR WIll BE ORDERED TO SAWCUT AND REMOVE ADDITIONAL PAVB.lENT. 4. ITEU 552.1<; M SHALL BE USED WHERE THE CULVERT CROSSES BENEATH NY25. THE SHEETING SHALL BE CUT OFF 610 mm BELOW THE ROADWAY SURFACE AND LEFT IN PLACE AFTER THE CULVERT IS INSTALLED. \TElA 552.13 1.4 SHALL BE USED [N AREAS OUTSIDE OF THE ROADWAY TO INSTALL THE CULVERT. 5. THE CRUSHED STONE SHALL CONSIST OF A IAIXTURE OF 50 PERCENT STONE SIZE No. I AND 50 PERCENT STONE SIZE No.2. ITEM 552.1, U ". OR [TEI.4 552.13 M lSH NOTE 41 2.4 m~ BOX CULVERT 1.981 m Iff x 0.838 m H \TEU 15603.642008 M 300 mm 2.3BI m t6lD. mm 1 1.524 m I SHEET PILING DETAIL SECTION MODUlUS = 257.04 mm J NOT TO SCALE ALL OINENSIONS ARE IN m UNLESS OTHERWISE NOTED AS BUILT REVISIONS SIGNATURE DATE CUL VERT DETAIL S STATE OF NEW YORK OEPARTMENT OF TRANSPORTATION FILENA!,lE OOil21i1AB.DDT IrJPhWIWJ tjll. CD2 REGION 10 [.lAir 11/01 ~. .; : N ~ ~ ";! ~ ~ ";! ~ , : . / ,M ON "'" .- !i- ~N ~, , ~i 8. ;!. c; iJillS' " ", I~~ ~: Z!;:: WW -'~ ;::g ,.' + -.,. + ~ W Q ~ . U W ~ U . ~ W Q :e ~ ~ ~ Q ;;; Q ," ~ ~ ,. ," W > ~ c. w ~ Ci ~ W '" w u ~ ;;; u "' s :::.~ u ~ ~ ;;l ~ ~ :. ~ :" :5 ~ w Q w " TEMPORARY SOIL & EROSION CONTROl NOTES 1. IF CONSTRUCTION a(T!VITl(S ARE OISCONTlNUED IN AREAS OF SOIL OISTURBANCE BEfORE FINAL GRADING IS CO~LETE. TEMPORARY GRADING SHALL BE SEEDED AND MULCHED. A.O.B.E. THE AREAS SHALL BE SEEDED WITH AN APPROPRIATE PERENNIAL GRASS SEED MIx AND SHALL BE MULCIlEO wiTH HAY OR STRAW 'W[TH[N 21 DAYS OF THE flUE IT WAS TEt.lPORARILY DISCONTINUED. t.tJLCH SHALL BE I.IAINTA[NEO UNTIL A SUITABLE VEGETATIVE COvER IS ESTABLISHED. 2. WHEN FINAL GRADING IS (CurLETE. THE CONTRACTOR SHALL COurLETE THE WORK or TURF ESTABLISHMENT WITHIN FOUR DAYS OR OTHERWiSE STABILIZE !HE AREA IF THE SEASON IS NOT APPROPRIATE FOR TURF ESTABLISHMENT. IN THIS CASE THE CONTRACTOR SHALL STABILIZE wITHIN 21 DA~S Of COUPLETING THE FINAL GRADING. WITH HA~ OR STRAW MULCH. OR OTHER APPROVED OR SPECIFIED MEANS UNTIL TURF ESTABLISHMENT CAN BE COMPLETED. 3. PERIODIC CLEANING OF TEMPORARY SOil EROSION AND WATER POLLUTION CONTROL DEVICES MAY BE NECESSARY. 4. fHE COST OF INSTALLING. CLEANING AND RB()VING TEMPORARY SOIL ERUSION AND WATER POllUTION CONTROL DEVICES Will BE PAID FOR UNDER THE PRICE 810 FOR THE WORK TO FURNISH AND INSTALL THE DEviCE. S. ALL SOIL AND EROSION AND SEDI~NT CONTROL MEASURES SHALL BE PLACED PRIOR TO STARTING EARTHWORK OPERATIONS AND SHAll REMAIN IN PLACE UNTIL SLOPES ARE STABILIZED WITH SEEDING AND/OR OTHER SLOPE PROTECTION A.O.B.E. 6. OTHER EROSION CONTROL ~ASURES MAY BE REQUIRED. IN ADDITION TO SCHEMES SHOWN ON THE PLANS. PAyMENT FOR ADDITIONAL MEASURES WILL BE MADE UNDER THE APPROPRIATE PAY ITEM. 7. ALL ERODED SOIL SHALL BE PREvENTED FROM ENTERING STORM DRAINS. DITCHES. OR wATERCOURSES A.O.B.E. 8. SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE USED FOR ALL OFF-ROADWAY INLETS. CONTROLS SHALL REMAIN IN PLACE UNTIL THE SLOPES DRAINING TO THE INLET HAVE BEEN STABILIZED BY EITHER PAVING. SEEDING. OR SLOPE PROTECTION. 9. IN THE EVENT DEWATERING OPERATIONS BEC~ NECESSARY. A DEWATERING DISCHARGE BASIN wiLL BE REOUIRED UNlESS THE PUMP DISCHARGE IS CLEAR AND FREE or SEDIMENT. lOCATION AND DESIGN TO BE APPROVED. 10. TEMPOR~RY SOIL EROSION AND WATER POLLUTION CONTROL MEASURES DETAILED IN THE PLANS SHALL BE CONSIDERED AS THE WINIMU~ REQUIRED. 11. PRIOR TO AND/OR DURING THE COURSE OF CONSTRUCTION. THE CONTRACTOR SHALL COMPLY wITH ALL ADDITIONAL MEASURES DEEMED NECESSARY BY THE ENGINEER AND SHALL BE RESPONSIBLE FOR MAINTAINING ALL EROSION AND SEDIMENT DEVICES. 12. THE CONTRACTOR SHALL TAKE STEPS TO PREVENT RUNOFF FROM CARRYiNG SILT. GRASS. SEDIWENT. ETCETERA. INTO THE DRAINAGE SYSTEM. DITCHES. WATERCOURSES AND WETLANDS. 13. TEMPORARY DIVERSION DITCHES SHAll BE FILLED. LEVELED AND SEEDED AFTER CONSTRUCTION AS DIRECTED BY THE ENGINEER. 14. ALL NECESSARy PRECAUTIONS SHALL BE TAKEN TO PREVENT CONTAMINATION OF THE STREAMS BY SILT. 5EDIWENT. FUELS. SOlvENTS. LUBRICANTS. EPOXY COATINGS. CONCRETE LEACHATE. OR ANY OTHER POLLUTANT ASSOCIATED WITH CONSTRUCTION AND CONSTRUCT TON PROCEDURES. IS. OURING CONSTRUCTION. NO wET OR FRESH CONCRETE OR LEACHATE OR WASHINGS FROM CONCRETE TRUC~S. MIXERS. OR OTHER DEVICES SHALL AE ALLOWED TO ESCAPE INfO THE STATES DRAINAGE SYSTEM. WETLANDS nA THE wATERS OF NEw YORK STATE. FEO ROAO',STATE REG. NO. .I I 'I N.Y. CONTRACT NO. ';HEfI 10!t.1 NO. ')H([I" 0258723 ~ 58 lG. ALL DEBRIS OR EXCESS MATERIALS FROM CONSTRUCTION OF THIS PRO,IECT SHALL BE IMMEDIATELY AND COMPLETELY REMOVED FROM THE BEO AND THE BANKS OF ALL WATER AREAS TO AN APPROPRIATE lOCATION APPROVED B~ THE REGIONAL lANDSCAPE ARCHITECf. DRAINAGE IIAPROVEMENIS Al FOUR lOCATIONS NY25 &. NY27 S\l8291. SH8229. SH9305 SUFFOLK COUNTY P.I.N. 0042.11I I B.I.N. 17. REvEGETATEO AREAS SIlALL BE MAINTAINED BY THE CONTRACTOR fir HIS OWN EXPENSE FOR AI L[AST ONF: r-ULL GRO~ING SEASON. 18, SEDIMENT CONHlnL DEVJ([:<; SHALL NOT BE ALLOWEO TO ESCAPE INTO THE STAfE'S DRAINAGE $YSfrM OR THr WATERS (IF NEW YORK Sf ATE. ALL OIUENSIONS ARE IN m UNLESS OTHERWISE NOTED AS BUlL T REviSIONS SIGNaTURE DaTE TEMPORARY EROSION CONTROL NO T E c, FILENAl.4[ 00412IoUA,[CP STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION REGIOtl 10 GAit \1/01 !tlPAjfllJr; tJr). 1[(-1 I + . . ~ w " w U .c ~ " ~ . " 0 . oj ~ ..; ~ " '" w '" D ~ < ~ N , ~ '" w '" U / ~ , . , , , J ,M ~ .N w "'" ~ .- 0 )l';;; W /'" . e ~N ~, , .; w> . Ig'>!!' /' . iJ~3' " '" r~ " , ,",W ~~ .' Ww ~~ " <;:~ + ," ........,." , ro Q w ~ w w ~ w , ro Q ~ ~ < ~ Q o , ro @ < , ,- ~ '" u ". r , m Ol ~ :;: w FLOW I FILTER BAG Iii ~ -____n-_-) "- / . i!t FRAIJE - FILTER BAG --~"" (SEE NOTES 'I & '2} " ':,;. , ~rs:ili'n <.'-.v :~'.~:<<"-~A0<.r,v...)<)<,;<.,.',x..>v-<.:,,- '~'<..;.~"Y..<...",v.\."7Jf IUIIUU IIIIL . -, ~GRATI"G SECTION A-A NOT TO SCALE TEMPORARY SEDIMENT FILTER BAG ITEM 10209.11 M DROP [NlEl GRAlE INSIDE F1UER BAG I F1lllW 0 - --- CONCRETE S TRue TURE III~ DROP INLET S.TRUCTURE BARRIER FENCE lORANGE OR GREEW ~\.,o ~~ G.,. ] "']l~:::.::~:f ~ ,,, ~,"" ,',', ,,~,I' ,',',', ,. .. ,,,,,, 1'1 ',' " 1'1' ~ ',',',' ',',' ',' , II e e Q N N , , ,', ,'," ","~' ,',',',,' ',','," ',',',' ',',' ',' I, .V . , , '~lmWIUVl~lll~ 11~~llruim[rl 1~[.~~fL ~jIll '~lW111~W~nrIl1l / Ii 1IIIIIrIIIC'III~> ',. 111'[[1'1[1 III ~, IIW'III ~[I]IIIIII.1 / ..Ii ~I11 STEEL POST (TYP.1 t-AIN. LENGTH 1830 mm 'i Ii e e Q ~ TREE/VEGETATION PROTECTION BARRIER [TEM 08615.0402 M NOTES: \J 'SEE SPECIAL SPECIFICATIONS FOR WARNING SIGN. (SIZE. LETTERING. AND MOUNTING INTERVALS.I 2) SEE SPHIAL SPECIFICATIONS FOR PROPER ATTACH- MENT TO POSTS AND PROPER OVERLAPPING. 31 LOCA nONS ARE AS SHOWN IN TABLE OR A.O.B.E.. __--.l.Lm_t.!tN_______~ -'ll POI' 3_0 . "" ""IN' , I lolESHREINFORCEl.I[NT CEOT[XTIlE PA(kE[} III[TH EARTH r ~~~~~rLOPE , , 'i , , , fL9~ ,; EXISTING GROUf.jO 450 mm U(N FOR POSTS I , GEOTEXlllETOl!EBURIEO lHCRQlJl.lO.COSTOf [XCAVATION INCLl.{}EO IN PRICE BID FOR no.! dll --150 mm 50 mm SECTION 51L T FENCE IT('" 209.08 101 v 'J 1\[1\11 '..JIIII.I::~ 111::1 III(IY /1[, I '.'.J " : . , ! I ! FED ROAD ~TA TE REG. NO. CONTRACT NO. <:,IlLEr 10lAl NO. ',Hf[ IS N.Y. 0258723 29 58 DRAINAGE IMPROVEMENTS A' FOUR LOO liON,} NY25 & NY27 SH8291. SH822,), SH'J30S SUFFOLK COUNIY P.I.N.0042.14 B.I.N. NOTE 5: I) (NST~lLATlON: Sl~NO THE GR~TE ON END. PLACE TI-~E SILT BAG OVER THE GRATE. FLIP rHE GRATE OVER SO tHAT THE OPEN END 15 UP. PUl.l UP THE SLACK AND TUCK mE flAP IN. BE SURE H1A [ THE END OF THE GRATE IS COMPLUEl Y COVERED By THE FLAP OR THE DANDY BAG WILL NOT FIT PROPERLY. WHILE HOLDING HANDLES. CARErUlL Y PLACE DANDY BAG WITH THE GRATE INSERTED INTO THE CATCH BASIN FRAME SO THAT THE REO OOT ON THE TOP or HIE DANDY BAG IS VISIBLE. 2) MAINTENANCE: AFTER THE SILT HAS DRIED, REMOVE IT FROM TIlE SURFhCE OF THE SIU BAG WITH A BROOIA. All OIMENSIONS ARE IN m I..NLESS OTHERWISE NOTED AS BUlL T REVISIONS SIGNATURE DATE TEMPORARY EROSION CONTROL DETAILS STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION FILENAME 004214AA.ECP rJfl r. "'I ~ l'; IH 1. T[('2 SEE DEIAll . ~ ~ ~ " ~ u ~ :; ~ N .; UISTlNG v '" CONCRETE ~ ," ~ D PAvEUENI 'j :; v ~ ~ v ~ ~ ,,' "1 ~ - : , /v '" ij'P. "'" ~ ,,~ ~ S\ii 0 /~ ~N ,"'8, ..; :xi; ~z . ~~g. " " '" I!~ " ," , ; ~ ~w ~~ ;;:2; + ~.: + . CURB TO BE REPLACED r-AS NECESSARY_'i MEDIAN (URB NOTES: IA. WITHIN THE RESURFACING LIMITS OF EACH WORK ZONE AND A MINIMUM OF TWO WEEKS PRIOR TO THE COMMENCEMENT OF FULL DEPTH SAWCUTTING, THE CONTRACTOR SHALL RELIEVE lONGITU- DINAL COMPRESSIVE SIRrss IN THE PAVEMENT SYSTDA BY ONE OF THE FOLLOWiNG tolE [HOUS: FULL DEPTH REt.4QVAL. or INCOUPRESSIBLES FROM THE TRANS- VERSE ,IOINTS ACROSS IIIE FULL wlOn! or THE PAVEMENT, SUFHUtNl 10 ALLOW !lIE RELEASE OF 100 mm OF lONGllUOINAL COMPRFSSlvE ':,[RAIN fOn [VERY 31>0 m OF PAVEMEHT. AT lOCATIONS SHOWN ON THE CONTHACr PLANS. OR WHERE ORDERED BY THE ENGINEER, A I DO Imn wiDE FULL DlPHI CUT SHALL BE MADE [N ONF COMPI_ElE IINlfHERfWI'IED OPERATION fRMJSVERSELY ACRD')S THE FUll_ WIDfH OF PAVEM[tJT, CURB AND CUITER. THE INTErlVAl BE !WELN nITs ,HALl. BE 360 01 ~')I) m. NO SEPARATE PAYMENT Will BE MADE FOR THIS WORK AND THE COST SHALL O[ INCLUDED IN fHE PRICE BID f--OR VARIOUS ITEUS. lB. ANV DAMAGE TO EXISTING CONCRETE PAVEMENT OUTSIDE lll.llTS or SAWCUfT[NG CAUSED BV CDNTRACTOfl'S OPERA nONS AS DEfERMINED BY THE ENGINEER. SHALL BE REPA[RED A.a.B.E. AT NO ADDITIONAL COST TO THE STATE. :;; a w ~ u w x u C2:J,;. '.' EX[ST. TRANS. JOINT ~ m a ~ ~ c '" a A L ITEM ]8403.2502 M (SEE NOTE 9l DIRECflON OF TRAFFIC A';PHALT SHOULOER SEE NOTE 4 Ie. THE CONTRACTOR SHALL SAWCUT AND REMOVE THE EXIST]NG PAVEf.lENT TO THE D[MENSIONS SHOWN ON THE PLANS OR A.0.8.E. AFTER THE REMOVAL OF THE CONCRETE, THE ENGINEER W]LL INSPECT THE EXISflNG CONCRETE PAVEMENT AND IF DETERIORA- TION OR DAMAGE EX[STS, THE CONTRACTOR WilL BE ORDERED TO SAWCUT AND REMOVE ADDITIDNAl PAVEMENT. THIS SEQUENCE WILL BE REPEATED AS NECESSARY TO REMOVE ALL DETER[ORATED OR DAMAGED CONCRETE PAVEMENT. THE CONTRACTOR WilL BE PAID FOR EACH SAWCUT AND FOR ALL PAVEMENT REMOVAL UNDER THE APPROPR]ATE ITEMS. THE CONTRACTOR SHALL EITHER IMUED[ATELY SAWCUT AND REMOVE THE ADDlTIONAL DETERIORA TED OR DAMAGED CONCRETE, OR HE IolAY, AT HIS OWN EXPENSE, PLATE THE REPAIR AS SHOWN ON THE PLANS, OR USE A TEIolPORARY WOOD PLATFORM FOR PAVEI.4ENT REPAIR AS SHOWN ON THE PLANS OR HE MAl. AT HIS OWN EXPENSE. PLACE ONE-HALF THE PAVEMENT DEPTH WITH MATERIAL I.4EETlNC THE REOUIREMENTS OF ITEM 11304.101199 M AND ONE HALF THE PAVEIolENT DEPTH OF MATERIAL MEETING THE REOU[REl.lENTS OF EITHER ITEI.4 06403.25T902 U OR ITEI.4 06403.121102 M. 1HE CONTRACTOR SHALL COl.lPLETE EACH REPAIR WITH[N 48 HOURS OF THE [NITIAl PAV[IolENT REMOVAL. 2. FULL DEPTH SAWCUTTING W[LL BE REQUIRED AT THE L1l.lITS OF ALL REPA]RS LOCATED AS FOLLOWS: Al AT BOTH ENOS OF ASPHALT PATCHES TO BE REPAIRED. A 1.4[N[UUl.l OF 0.3 m BEYOND EACH END A.O.BL Bl A l.lINIl.lUIA OF 0.7 m UP-STATION AND DOWN-SHTION OF THE CENTERLINE OF EXISTING TRANSvERSE JOINT SUPPORTS. TO ACH[EvE COI..lPLETE FULL DEPTH SAWCUT OF THE PANEl. THE SAW BLADE MUST OVERBITE [NTO THE ADJACENT PANEL By A LENCTH EQUAL 10 ONE HALF THE DIAMETER OF THE BLADE. IF IHE PANEL RECEIV]NG THE OVERBITE IS NOT SUBJECT TO A FULL DEPTH CONCRETE PAVEMENT REPAIR, THE CONTRACTOR WILL FILL THE OVERBITE VOID, FULL DEPfH. wITH A MAIER[AL IN Cm'JFORUANCE W[TH SECI[ON 721 OF THE N.Y.S.D.O.r. STANDARD SPECIFICATIONS (CONSTRUCTION AND MATER!ALS) TITLED "CONCRETE ADHESIVES AND REPA[R MATERIALS". THE MATERIAL AND METHOD PROPOSED SHALL BE --". _~ SUBMITTED TO THE REGIONAL f.lA TERIAL S ENGINEER FOR APPROVAL PRIOR TO INCORPOR" TION. .;; PLAN VIEW CONCRETE PAVEMENT REPAIR NOT TO SCALE NOTF: IHIS LANE CONFIGURATION IS SHOWN FOR PAV[lJENT LAYOUT [NFORMATlON ONLY. NOT NECESSAR[LY REFLECT THE CONFICURATlON IN TH]S PROJECT . Al.l TRANSVE"RSE JOINTS SHAll BE SAWCUT UNDER ITEI..l 18403.2502 M. THE CONTRfo.CTOR SHALL THE SAwClIR OVER THE COlTER OF All EXISITNG ANO PROPOSED TRANSVERSE PAVEf.lENr JOINTS. ADJACENT PAVEl.lfNT PM-JELS fo.RE DESLOCATED. THE CENTERLINE OF EACH JOINT I.!UST BE USEO THF Sfo.WClJT Fi)R EACH LANE. LOCATE WHERE TO LOCATE [T MAY o ~ c e V' w / ITEl.l 18403.2502 1.4" (SEE NOTE 91 ~ m o ~ W I '. v . . Q Q . . Q EXIST1NGPCC Q v'. _t"_ . . . 'Q' Q 10 mm JOINT Q' rlLLER . Q . . b Q Q SEE NOTE JJ DETAIL - A NOT TO SCALE 1><lu- o ~ z ~ v' ~ ITEM 40T.01 U TACK COAT SEE NOTE 15 __.______l.-i~!!'l~~.9 m MAX~___ ________ , \ '\ FOR PROPOSED RESURFACING \- -- ---------- \ !SEE NOTE 61 I,' ~ .j FOR NO PROPOSED RESURFAC[NG -- -~. . ----- -- - ITEM 18403.2502 M -- SCORED JO[NT . 15 mm ITEM 16502.701002 l.l {-~-:' :,_~-C~~ ~5~~mC\-~~~~~(E . .. - .... . A. -... "': _. ,(n!'.! V--. ~~I~~~_! -~S~ ~O~E ~ ~ _ _ _ _ _ _ ! - ITEI.! 10202.9901 1.4 (SEE NOTE 121 -ITEU 20].021.4 ---ITEI.I 17304.101199 l.l U50 mm) -------.-- PROPOSED RESURFACING - SEE TYPICAL SECTIONS -------------- ITEIol 06403.257902 (65 mml -- ---..---- ITEI.! 407.01 U -- -------..-- ITEI.! 502.10 1.4 (SEE NOTE 81 - ITEM 10502.6029 I.l (TO UAT(H EXISTING) ITEM 10520.05 M (FULL DEPTH) ----------- ITEM 18403.2502 1.4 (TYPJ DEPTH CONCRETE PAVEMENT REPAIR LONGITUDINAL SECTION A - A NOT TO SCALE DETAIL - B NOT TO SCALE - SEE DETA]l B - ITEI.I 18502.701002 IJ 19mm OIA. BONO BREAKER 19mm 1~ 3mml . .,~ . -"> L . PROPOSED pce __~.). ,v . . SEALANT 1. t. .,---d. ExiSTING PCC __. I -- - 10 mm JOINT FILLER " . 150 o mm , " . . . . . o. . '0 . . 4 . 0 0 -- SEE NOTE 13 FULL CI BElOND THE LIMITS OF ANY DETER[ORATED PAVEMENT OR ExiSTING SAWCUT NOT MEETING THE REQU]REMENTS or NOTE 3, A.0.8L Ol LONGITUD[NAL JOlNTS SHALL 8E SAWCUT WHERE CONCRETE PAVEMENT EX]STS ON BOTH SIDES OF THE PANEL TO BE REl.lOVED. SAWCUTS NOT REQUIRED ABOVE, [NCLUDING LONGITUDINAL JOINTS WHERE CONCRETE PAVEMENT EXlSTS ONLY ON ONE SIDE OF THE PANEL 10 BE REMOVED. 1l-1Af ARE MADE BV THE CONTRACTOR TO FAC[L1TATE PAVEMENI EXCAVATION WILL BE AT THE CONTRACTOR'S EXPENSE. PAvEMENT SHALL NOT BE SAWCUT MORE THAN 2 WEEKS PRIOR TO PAvEMENT ROAOVAl, UNLESS APPROvED BY THE ENGINEER. 3. SAWCUTS SHALL BE PERPEND]CULAR TO THE EX[STlNG LONGI- TUDINAL JOINT OR JOINTS AND PERPENDICULAR TO THE DIST- It~G CONCRETE PAVEMENT SURFACE. SAWCUTS FAILING TO MEET THESE CRITERIA SHALL BE RESAWN. ALL COSTS ASSOC[ATEO WITH THE RESAWING OF DErECTlvE SAWCUTS ]NCLUDING RESAW- [NG AND REPAIR OF THE ADDITIONAL PAVEMENT ROAOVED SHAll BE A T THE CONTRAC TOR'S EXPENSE. 4. THE EXISTING PAVEMENT SHALL BE REMOVED By A METHOD THAT SHALL NOT DIS TURB THE SUBBASE A.O.BL PAVEMENT BREAKERS AND BREAKING UP OF THE CONCRETE PAVEMENT WILL NOT BE PERMIHED. ANY SUBBASE OISIIJRBED SHALL BE COMPACTED ]N CONFORMANCE WITH N.Y .5.0.0. T. STANDARD SPECIFICA TIONS SEC T]ON 203- 3.12 "COMPAC TlON" AND F]NEGRADEO AT NO EXPENSE TO THE STATE. A.O.BL D]STURBANCE OF SHOULDER AREAS ADJACENT TO PAVEMENT RE- PAIRS SHALL BE HELD TO A IolINIMUM. AFTER THE CONCRETE REPA[R IS COIAPLETE ALL VOIOS ADJACENT TO PAVEMENT REPAlRS IN AREAS WHERE SHOULDERS ARE NOT TO BE RECON- STRUCTED SHALL BE FILLED W[TH MA TER[AL IN A MANNER SATISFACTORY TO THE ENG[NEER AT NO EXPENSE TO THE STATE. 5. AS DETERIA]NEO BY THE ENGINEER. UNSTABLE MATERIALS FOUND BENEATH THE REMOVED PAVEMENT SHALL BE REUOV[D TO A IAIN]MUI.4 DEPTH OF 150 mm UNDER ITEM 203.02 M AND SHALL BE REPLACED UNDER ITEM 17304.101199 M. TOOTHLESS BUCKETS SHALL BE USED TO REIJOVE THE TOP 125 mm. THE REI.4AINING 25mm SHALL BE REMOVED WITH HAND TOOLS. ITEM 17304.101199 M SHAll BE PLACED IN LlF TS NOT IN EXCESS OF 15 mm AND COMPACTED IN CONFORI.4ANCE WITH N.LS.D.O.T. STANDARD SPE([F[CATlONS SECTION 203-3.12 "COMPAC TlON". 6. THE M[N]MUM AND MAX]l.lUM LENGTH OF ANY FULL DEPTH REPA]R SHAll BE 2.4 m AND 4.9 m RESPECTIvELY. REPAIRS GREATER THAN 4.9 m ]N LENGTH SHALL RECE]VE A PLANE OF WEAKNESS SCORED 1/4 THE PAVEMENT DEPTH (0/4) DEEP. SUCH THAT THE RESULTING SLAB LENGTHS ARE EQUAL AND FALL wiTHIN THE LIMITS OF DES]GN. PAmENT FOR THIS WORK SHALL BE [NCLUDED [N THF PRICE BID FOR [TEM 18502.602'3 M. 1. ALL LONGI TUD[NAL JOINT TIES IN THE REPAIR AREA SHALL BE REl.lOVEO llNCLIJDED UNDER ITEIA 10202.9'301 l.ll. [MI..lED[AIELY PRIOR TO THE PLACEMDH OF THE REPAIR CONCRETE, A COATING OF GREASE SHALL BE APPLIED fO THE LONGITUDINAL FACE OF THE LANE OR LANES (l,NTIGUOUS TO IHE REPA[R. 8. !TElA 502.10 M, METAL REINFORCEMENT FOR CONCRETE PAvEMENT SHALL CONFORM WITH N.V.S.D.O.T. STANDARD SHEET "IJETAL RE1NFORCEI..lENT FOR CONCRElE PAVEMENT". METAL REINFORCEI.IENT FOR PARTIAL LANE WlQTH REPA[RS SHALL BE SIMILAR BUT PAlO FOR llNDER ITEM 502.I! 1.1. THE REINFORCEMENT SHALL CONTINUE THRU SCORED JOINTS DESCRIBED IN NOTE '6. FEO ROAD STATE REG. NO. CONTRACI NO. ~)HU I NO. lOlAI jlllJlj N.lo 0258723 30 58 DRA[NAGE [MPROVEMENTS AT FOUR LOCATIONS NY25 &. NY27 SH8291, SHa229. SH9305 SUFFOLK COUNTY P.f.N. 0042.14 B.LN. 9, IN ,0.001 TlON TO THE TRANSVERSE JO[NTS. THE LONGITUD[NAL JOINTS BETWEEN TRAVEL LANES FOR THE LENGTH OF CONCR[TE REPAIRS SHALL BE SAWCUT AND SEALED UNDER l1EI-J 18403.2502 M. THE LONGITUD[NAL JO[NTS SHALL BE SAWCUT 16 mm WJ[)[ FOR A DEPTH OF 22 mm "'ND THE TOTAL REMAINING OEP1H OF THE OVERLAY SHALL BE SAWCUT 3 mm WIDE. SAWING AND SEAliNG JOINTS IS REQUIRED OvER SAWCUT JOINTS IN THE CONCRETE REPA]R. 10. THE DETAILS. AS DRAWN. SHOW THE REPAIRS TO BE MADE TO EX]STlNG PORTLAND CEMENT CONCRETE PAVEUENT. IF THESE REPA]RS ARE I.4ADE IN COI.lPOSITE PAvEMENTS, THE. FOLLOW[NG APPLIES: Al THE NEW ASPHAL T PLACED OVER THE REPAIR TO MATCH THE EX]STlNG OVERLAY TH[CKNESS SHALL BE B]NDER ASPHAL T AND PAYI.4ENT SHALL BE I.4ADE UNDER THE APPROPRIATE ASPHALT ITo.A. B) HIE CONCRETE SHALL ATTAIN A MIN[MUM COMPRESSIVE STRENG TH OF 118 MPo PRIOR TO THE PL ACEMENT OF THE ASPHAL T. THE ASPHAL T SHALL BE PLACED ON THE SAME DAY THAT THE REPA]R IS INSTALLED. CJ TACt:.COAT, ITEM 407.01 l.l. SHALL BE SPRAYED ON ALL ExPOSEO SURFACES PRIOR TO PLACING THE ASPHALT. DI NO SAW]NG AND SEALltlG OF THE ASPHAL T OVERLAY. nOJ 18403.2502 I..l, IS REQU]RED AF TER SU8SEQUENTL Y RESURF AClHG OVER THE REPAIR. II. A 100 UICRON THICk POLYETHYlENE SHEET, WHOSE OIIJENS]ONS 15 mm LESS THAN THOSE OF THE REPA]R AREA -ALL AROUND- SHAll BE SECURED TO THE SUBBASE, A.O.B.E., PRIOR TO PLACEMENT OF REPAIR CONeRE IE.. ARE 12. WHERE A CONCRETE PAVEMENT REPAIR [5 REQUIRED AT AN ASPHALT PATCH, ITEM 10202.9901 IJ IN TH]S DETA]L SHALL BE REPLACED WITH I1EI.4 203.02 I.l. 13. THE EXPANSION ASSEIolBLV JOINT F[LLER SHALL BE A NON-BITUM[NOUS MATERIAL OTHERWISE l.lEEHNG THE REQUIREtJENTS OF SUB'SECflON 705-01 AND SHALL BE SUPPLIED IN ONE UNBROKEN PIECE WHOSE O]I.4ENSIONS ARE EQUAL TO THOSE OF THE EX]SITlNG ADJACENT PAvEMENT TO REMAIN. FURTHERMORE, H1E JOINT FILLER SHALL BE 10mm IN TH]CI:.NESS. THE MANUFACTURER OF THE JOINT ASSEMBL Y SHALL FURf~ISH SHOP DRAl'lltJGS FOR THE USE OF HIE ENGI~JEER AND CONTRACTOR. SflOWING lHE IJE TlIOD OF SECUR[NG THE JO[NT ASSEMBLY TO TIlE SUBBASE. PAVMENT FOR TIlE ExPANSION ASSEMBLY JO[NT FILLER [S INCLUDED UNDER ITEIA IOS02.602Q M. 14. A IJAX]MUM OF TwO OMS BEFORE JOIN I SEALlNC, UNDER (lEM [B502.70l002M, IHE COtHRACTOR SHALL SAWCUT A RESERVOIR DEEP BV 16mtll WIDE. THE CON TRAC TOR SIIALL USE FIVE 3mm BLADES STACHD. 40mm 15. TACK COAT ITEM 407.01 1.4 SHALL BE APPLIED BETWEEN ALL Hl.4A LIFTS. All OIUENSIONS ARE IN m UNLESS OTHERWISE NOTED AS BUll T REviSIONS ITEM 10202.990[ t.I ._~~~.~~- 17304.1011991.4 18403.2502 IJ _~2~.~~._ 502.10 l.4 --- 10502.60~ 10520.05 IA 18502.701002 l.I DESCRIPTION REVISED: 6-8-00, DATE PAvEMENT ExCAVATION --- - ------- UNCLASSIFIED EXCAVATION AND OISPOSAL - "-----~--- -~---~----- -.-- SUBBASE COURSE. nPE 1011-2 .___________._.~ ____m___._" 2!_~!:!Q~,=_~_~~_!:.s__IN BITUMINOUS CONCRETE OVERLAV lACK COAT ----.----------"-.---- IJ[TAL REINFORCEl.lENT F~~~~N_~_~T~ PA~E~~NT n m WIDE OR (,REAlERI CEUENT CONC~~LE FOR PAVE~N_!__~~!,~I'!.~_ .. ~_~~T PORTL~~~~~__ CONC~pE ~~~ _~~MPOS[-T[ PAVEMENT RESEAL TRANSVERSE JOINT IN PCC PAVEt.4[NT S[GNAlURE PAVEMENT REPAIRS STATE OF NEW lORY. OEPARTMENT OF TRANSPORT A T ION FllEtJMAE PAVT.uET RFr,IOIJ 10 IWhWUIC W):"- PR-I DAI[ 11/00 + ~ m a w ~ u w ~ u . ~ m a w ~ ~ < ~ a ;;; i:l ., .::.: ~ ", ", :;] u w is m :;] ~ ~ w a ~ ~ " " " .; ~ . w . ... N . ~~ '" ;;> . . ~ , '" ~ '" / -; ~ :> "'" ~ .~ w om ~ .- ~ :>s w 0 /'" . < mN ffi>t w ~~i " ii~Z' " " ", I~~ " , , ~ WW ~~ v' ;;:~ + ,,, "....,..... CURB If PRESENT OIRECTJON . OF TRAFFIC DIRECTION OF TRAFFIC ASPHALT SHOULDER ffiJ- -- SEE NOTE I A " A L ,,,,,' -.J -=--__ _ "--~', iL/~ ~ EXIST. CONe. CURB rcLiiiio. at! REPLACED AS NECESSARY PLAN VIEW ASPHALT PAVEMENT REPAIR NOT TO SCALE NOTE: THIS LANE CONFIGURATION IS SHOWN FOR PAVEfolENT lAYOUT INFORMATION ONLY. IT l.4AY NOT NECESSARILY REflECT THE CONFIGURATION [1'4 THIS PROJECT. ~ t.lATCH TOP OF r EXISTING PAVENENT ~ __. u__YARIABLE WIOTH "----ITEM 10520.09 1.4 1_ [lEU 10520.09 t.l ! (GOO mm~ ITEM 0640J.371902 M 1160 mml I ITEM 203.02 1.4 - SEE NOTE ] ---ITEM 11304.101199 MI\50 mmJ I ITEt.lZOJ.021.t ~ m:M 06401251902 t.I 150 mml TRENCH & CULVERT (1.111'4. !.lATCH EXISTING) EXCAVATION LIMITS ITEM 06403.121102 t.l 140 mmJ FULL DEPTH ASPHALT PAVEMENT REPAIR THIS PAVEMENT RESTORATION DETAIL SHALL BE USED IN PLACE OF PAVEMENT RESTORATION DET AIL SHOWN ON RGS96-6 (SHOULDER OR TRAVEL lANEI LONGITUDINAL SECTION A . A NOT TO SCALE SEE NOTE 4 I I . L ~ . "\ 5 - ~ w ~ ", :3 ~ " I I I I I ~ ~ '!i ~ 3 ~ o ~ ~ ~ ~'j :>:: ~ 7-~ ~ - ,~..... Pi ~ i:J o . SAW(UT FUll DEPTIl lTE~ 10520.09 t.I w Z ., ~ '!i < eo f~l~j f~l~j UNCLASSIFIED / TRENCH AND CULVERT EXCAvATlQN \ EXCAVATION ~_. _ - - - - VARIES ------- -- ---- SEE PAVE!.lENT REPAIR TABLE UNCLASSIFIED EXCAVATION FULL DEPTH ASPHALT PAVEMENT REPAIR SHOULDER OR TRAVEL LANE AT DRAINAGE STRUCTURES <FOR LOCATIONS SEE PAVEMENT REPAIR TABLE DWG. MT-ll NOT TO SCALE CURB IF PRESENJ----\ ~--\. 1--"~ I I I I I-""''-~- - - - - - - - - 1___ _~t~AWCUT~.U~_ O~~H_~.-S_ SETTING DRAINAGE FRAMES & GRATES ON EXISTING STRUCTURES (FOR LOCATIONS SEE ORA IN AGE REPAIR TABLES) r - - - - - - - - - - ._,--1 . I. j ITEM 10604.0721 M SEE NOTE 2 ITEM DESCRIPTION 203.02 l.4 UNCLASSIFIED EXCAVATlON AND OISPOSAL _____ ____u_ _ __ ___ _ 17304.101199!.l SUBBASE COURSE. nPE 1011-2 OG<l-OJ.127102 I.l SUPER PAvE HI.lA, OOWN<;TATE HIGH-.V-OlUMf:-ii:s 1,0.4 fel 06401127112 t.I PLANT PRODUCTION QUAliTY iojiiSTt.4ENT TO 0640J.I211 oY-li 06403.257902 M SUPERPAV[ Hi.lA. 2s:6 U1.4 OG40ii5"i912-1.l piiNr PRODuctioN QUALIfY- - ADJUS-Tr.IENf TO 06403.257'302 1.4 ____~____ __. . _. _.._..___... __ _____n_ 06<103.317'302 l.1 SUPERPAVE H~A. 31.5 ~l.1 106<103.J17'312 -PlANT' PRODLic-jlON 'OUiliTY- "Ao-:TUSTt.4ENT' j6-06~OJjjiSoTM---- iOS20.09-U-- SAWru-T-TiNG'ASPHALJCON(RETE'~---. --. --- ---------------- I060<1-.0120'~ SUTING-NEiI-DRAINAGE fRiijEoN "EXISTiNG 1060<1.0721-t.l- RESETTING ExiSTING DRAINAGE FRAt.AES ON EX-[STING-- ~--_.-------- -- ~_. ._----.-_....""--~---._------~.._. ._-~----- -----.-- FED ROAD STATE REG. NO. CONTRACT NO. 5HE[1 IOrAl NO. SHEEIS N.Y. D258723 31 58 DRAINAGE IMPROVEMENT,) AT FOUR LOCATIONS NY25 & NY2T SH82<J1. SH8229, SH'l30S SUFFOLK COUNTY P.I.N. 0042.14 B.1.N. NOTES: l. WHEN A BASIN IS BEING REPLACED IN ASPHALT SHOULDER THE CONTRAC fOR SHALL REMOVE ASPHAL T PAVEMENT FOR AN ADDITIONAL GOO mm BEYOND BASIN EXCAVAl(ON IN ALL DIRECTIONS. IF '300 mm OR LESS REMAINS BEYOND 600 mm L1I-.4IT REMOVE IT ALSO. f;" IN THE CASE WHERE A CONCRETE SLAB IS PRESENT IN THE TRAVEL LANE 00 NOT cur INTO THE SLAB IF THERE IS LESS THAN 600 mm ClEARANCE BEYOND THE EXCAVATION. REMOVE WHATEVER WIDTH OF ASPHALT EXISTS BETWEEN THE EDGE OF THE EXCAVATION AND THE SLAB. B. IN THE CASE WflERE lT BECOMES N[CESSARY TO SAWCUT INlO THE CONCRETE OR COMPOSITE TRAVEL LANE TO ACflIEV[ A 600 mm CLEARANCE FOR EXCAVATION THE CONTRACTOR SHALL DO A rUlL WIDTH LANE REPAIR AS DETAilED IN PR-I OR PR-2 2. FOR ITE~ 1060<1.0121 M, REMOVE ASPlIAl T PAVEMENT rOR 600 mm ONL Y IN ALL DIRECTIONS AROUND EXISTING GRATE. I-.4ATCH TOP COURSE & lET BINDER VARY IN DEPTH. ALL REMOVAL AND RESTORATION COSTS ARE INCLUDED IN THIS ITEM. ]_ AS DETERMINED BY THE ENGINEER. UNSTABLE I.lATER[ALS FOUND BENEATH THE REMOVED Pf;VEMENT SHAll BE REMOVED TO A MINIMUM DEPTH or 150 mm UNDER ITEM 203.02 M AND SHALL BE REPLACED UNDER ITEIA 11304.1011<}9 u. TOOTHLESS BUCKElS SHALL BE USED TO REMOVE THE TOP 125 mm. THE REMAINING 25 mm SHAll BE REMOVED WITH HAND lOOLS. lTUI 11304.10119'3 M SHALL BE PLACED IN LIFTS NOT IN ExCESS OF 15 mm AND COI.4PACTED IN CONFORI.4ANCE WlTH N.Y.5.D.O.T. STANDARD SPECIFICA TlONS SEC liON 203- 3.12 "COMPAC T ION". 4. THE ExiSTING PAVEMENT SHALL BE REfJOVEO BY A METHOD THAT SHALL NOT DISTURB THE SUBBASE A.O.B.L ANY SUBGRADE DISTUflBED SHALL BE COUPACTED IN CONFOR~ANCE WITH N.Y.S.D.O.T. STANDARD SPECIFICATIONS SECTION 203-3.12 "COMPACTION" AND FINtGRADEO AT NO ExPENSE TO THE STATE, A.O.B.E. AU DIUENSIDNS ARE IN m LHLESS OTHERWiSE NOTED AS BUILT REviSIONS SIGNATURE OAlE PAVEMENT REPAIRS STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION FllENAUE PAVUI[T I)PhWjW; tiO. PR-2 DAlE 11/00 + . ~ ~ ~ ~ ~ u ~ ~ ~ N .; ~ ~ m ~ ~ " ~ Z ~ ~ ~ m <n ~ n { : . /~ ~ Qi'P. ow :-' 'm :;; -'" 0 /m ~N ~, , W ~> . ~i 2' / ' . i;:!l3' . " ,., ~jlo::!ffi '\ ". Ig , " ~~ ...~ " ;;:~ + '" '" III__--.~ ~ 00 .. - 11"1 s ~ u ~ G 152t mm . ITYPol ~ 00 o ~ ~ ~ ~ ~ o ~ ~ > o Cj ~ ~ ~ ~ ~ o ,. -, "i :7. 4 ~ .': ~ " ~ 00 4 " A L. ~ ~ ?-. , ~:: i-0 "' u w " ~ 0> "' Z " ~ w D PAY L[~ITS FOR ASPHALT OVERLAY RE~OVAl REPAIR LENGTH - SEE NOTES 4 & 1.22 m I.lAx\t.lWJ SEE NOfE 5 . . 152 mm OVERLAP ITYPJ I I i I I I I I I I I I I I III I I I I I U. 8 X 8 I I-I - TEMPORARY I I I I I r[M8[R I I I I I " I-I I I 1, I I I I 4 I I I I I I I I ~ w ~ --------- I ~ I I I I I I I 0 I t: I I I I I I I I 0 I w I ! I I I I I I I I I I I CLEAR SPAN I I I I r------1 I 40 mm PRE MOULDED I I I I I A I \.22 m MAXllAUI.4 I I I-.J I I I I RESILIENT I 1 JOINT FILLER .-.-~ IT:: I I I LI --- -- --- LI_ __ _ . 25 mm IEMP. LONGITUDINAL JOINT lTVP.l LSf. X 4 WOOD FILLER PLAN PLATING DETAIL FOR OVERLAID PAVEMENT lJ mm x 152 mm L SLEEvE ANCHOR PLATE OVERLAP SHOWN IN PLAN VIEW 1229 mm MIN.l " - 152 mm )( 152 mm x 8 mm PLATE //--2 X 10 WOOD FILLER - SEE NOTE] / .- 25 mm TEIAP. / 5/4 X 4 WOOD FILLER EXIST. OVERLAY --.'"~ -~1 _____ PR[UOUlDED RESILIENT MATERIAL lCONTlNUOUS OVER PLATED AREAl ',' t VARlES t HI 10m ~IN. 229 10m MAX. I f .,., EXIST. CONe. 'f1' PAV'T fO __~ 'tJ' RE~AIN k 89 mm MIN. ~ 8 X 8 TIMBER & BLOCk ING - EDGE OF REPAIR SECTION A-A lovERLAID PAvEMENT! "H.'CUI [X!STING ^ ~)rH AI. T ovEIlL A Y [rUJ 10520.0') ~ 31 110m ~[N. I ~I ~r '5AW(UI CONCHETE PAV'l ITEM 10520.05 M lSl . -- 2 X 10 WOOO FillER SEE NOTE 3 HE[GHT TO I.4ATCH ADJACENT SECTIONS ------ SEE 191010 MAX. GAP BETWEEN c1 r PLATES CI ANY PO[~T 152 10m' 1 13 10m x lEiS 10m L LAG BOLT ~ 8 E g I B I " ~ "' -t-t 0 ~ " ~ w ~ w . I 152 10m x 152 10m , ~ :" , 8 10m ~ I ~ w 8 X 8 TIMBER z BENEATH PLATING 'l I 152 mml . - 25 10m STEEl. Pl.ATE PLATE SPLICING DETAIL 25 10m STEEL Pl.ATE 131010 DIA. x lEiS mm L LAG BOLT 1521010 x 1521010 x B 10m THICK PLATE WASHER 25 mm STEEL PLATE -- 8 X 8 TIMBER & BLOCkiNG l.. SUBGRAOE TRANSVERSE JOINT IN PLATES SECTION B-B ~ 8 X B ~- TIMBER J REPLACE CURB UNDER ~~ I ?___~~_ ~_~~. . ~ r: I I , ,IT~" 20J.02 " f I.. \ __ j< l ~'t__-_ . OCAVA liON FOR THIS AREA [S PAID FOR UNDER ITEr.! 203.02 M. THE RESTORA TlON FOR THIS AREA WILL BE PAID FOR UNDER THE APPROPRIA TE ITEM: lH:~ I PLATING DETAIL I L. STEEL PLATING ABUTTING TO CURB NOT TO SCALE ITEM 10520.05 U t0520.09 I,l ~~_. 619.01 U FED ROAD STAfE REG. NO. -- CONTRACT NO. ';H[F I lUTA\ lJO. ')IIElT':, N.Y. 0258723 12 58 NOTES: DRAINAGE IMPROVEMENTS AT FOUR LOCATIONS NY25 &. NY27 5H8291. 5118223. SH'BO':i SUFFOLK COUNTy PHI. 0042.14 B.l.N. l. THE CONTRACTOR IS ADVISED TfIA T All CONCRETE PAVEMENT REPA[RS. AND ANY ASPHAL T PAVING NECESSARY TO MA TCH EX[STlNG OvERLAY DEPHlS. SHALl. BE COMPLETED AND THE LANES OPENED TO lRAFFIC THE NEXT MORNING. STEEL PLA!lHG AS SHOWN ON THIS SHEET. SHALL ONL Y BE USED FOR REPAIRS THAT ARE NOT READY TO ALLOW FOR THE OPENING OF THE LANES DUE TO CIRCUMSTANCES BEtOND THE CONTRACTOR'S CONTROL AND WITH THE FULL APPROVAL OF TllE EHGIHEER. 2. NO ASPHALT PAVING SHALL BE DONE OVER FRESHLY PLACED COHCREfE PAVEMENT REPAIRS UNTIL THE CONCRETE HAS ACHIEVED A MINIMUM COMPRESSIvE STRENGTH or 10,342 kP(]. [14 ADOIT1l0N. THE TOTAL COMPOSITE PAVEMENT REPAIR SHALL NOT BE OPENED TO TRAFFIC UNTIL THE CONCRETE HAS ACH[EVED A MlNIMUI.4 COMPRESSIVE STRENCTfI OF 13.790 kP(]. 3. IN THE EVENT THAT THE EX[STlNG OVERLAY IS MORE THAN 64 mm IN DEPTH. THE CONTRACTOR SHALL [NSTAll, A THICKNESS OF BLOCK[NG AND RESILIENT MATERIAL SUCH THAT THE SURFACE OF THE PLATING IS, AT MOST. 13 mm BELOW THE EXISTING OVERLAY SURFACE. 4. THE CONTRACTOR SHALL COVER REPAIRS LESS THAN OR [QUAL TO 3.0 m LONG WTH A SINGLE PLATE. FOR REPAIRS LONGER THAN 3.0 m. THE CONTRACTOR l.4AY USE MULTIPLE PLATES. IN SUCH CASES. THE JOINT BETWEEN THE PLATES SHALL BE LOCATED IN THE D[RECT10N TRANSVERSE TO THE DlRHTION OF TRAVEl AND THE PLATES SHALL BE SECURED AS SHOWN IN THE DETAIL "TRANSVERSE. JOINT IN PLATES". 5. FASTENERS ALONG THE LONGITUDINAL EDGES SHALL BE LOCATED AT MAXIMUM t,Z-m INTERVALS. THEY SHALL BE LOCATED SO AS TO EVENLY D[VIDE THE LEHGTH OF THE PLATING. 6. PLATES FOR PAVEMENT REPAIRS OVER 4.6 10 LONG SHALL BE SKIORESISTANT. THE STEEL PLATE SHALL BE COVERED W(TH A TWO COMPONENT EPOXY SYSTfM CONTAINING ALUI.4INUl.l OXIDE ABRASIVE GRANULES lGRlH WHICH WILL UPON CURING RESULT IN A OURABLE HIGH Sr..1O RESISTANT SURFACE. THIS MATERIAL AND METHOO SHALL CONFORM TO ~ILlTARY SPECIFlCAT(ONS MIL-0-23003(0"I,I TYPE II (SHIPSI OR APPROVED EOUALS. THE COST OF THE SKlO RESISTANT COATING SHAll BE INClUDED IN THE PRICE BlO FOR !TOol 6t9.01 1.4. 7. STEEL PLAIING SHALL NOT REMAIN IN PLACE FOR lAORE THAN THREE DAYS, OR REMAIN DURING WEEKEflDS. STEEL PLATING. AS SHOWN ON THE DETA[L FOR OVERLAID PAVEMENT. SHALL ALSO BE USED AFTER THE REPA[R IS CURED TO THE SATISFACTION OF THE ENGINEER UNTIL THE ASPHALT OVERLAY IS REPLACED W!TH A COURSE [QUAL TO THE EX[STING ASPHAL T OVERLAY. THE COST OF FURNISfllNG ALL LABOR, MATERIALS (STEEL PLATES, TEMPORARY ASPfIALT. TEMPORARY TIMBER. PREI.40LDED RESILIENT FILLER, MISCELLANEOUS HARDWARE. ETCJ AND EOUIPI.4ENT NECESSARY TO COMPLETE THIS 'flORK SHAll BE INCLUDED IN THE PRICE BID FOR ITEI.4 619.01 M. 8. THE CONTRACTOR SHALL CONFINE HIS PLATING AND PlACUA[NT OF CONCRETE TO NO !.lORE THAN ONE lANE IN EACH DIRECTION. 9. FOR PAvEMENT REPAIRS. REFER TO TABLE OF PAVEMENT REPAIRS ON DI'fG. to. THE COtHRACTOR 15 RESPONSIBLE FOR DETERMINING THE THICKNESS OF BLOCKING REQUIRED TO BRING THE PLATING UP TO GRADE. ALL OIUENSIONS ARE IN m UNLESS OTHERWISE NOTED AS BUILT REVISIONS SIGNATURE DATE PAVEMENT REPAIRS STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION DESCRIPTION 1AW. CU~ POR_TLAND~~~,,~N~~~~~P___C9~~0_SITI_PAVEUENT SAW CUT TlNG ASPHAL T CONCRE TE - ---_.~------~-- -----.-.-- BASIC MAINTE.NANCE AND PROTECTION OF TRAFFIC [JPf,wlll', rl(). PR-3 F ILE t~A1AE PAvT.UET + o '" u w x u . ~ w o :0' ~ ~ ~ o o P! ~ 2. C' ,.. ~~l '" , a, D "' Z ~ W o ~ :g ~ .0 ~ ~ W .; G " '" ~ ~ . ~ , on ~ : ~ c~ ~ .. w ~ ~ .- ", S'iii W /'" ';? ~N ~, C W \<)> . !!'!' /' . ;,i\:S' " IW~ " z;w , ;::!S , , WW >.' ~- ;;:g + ~. : . '.r.....- ~ lfEij 555.010S M \ CONCRETE FOR STRUCTURES \ CLASS A (MASS PlACEMEN[) \ II': I " !TElA 203.02 '" ~ , ",' ,; - '1 '-, " ',,'{ '" .' ." ..' ' .....~.,_."." 'J'," :':: ,):;,~;~~;;, ,~; -;~'j' , ...: 1.830 m If' ..., j ;. . ~1.000 m~ - ~I.ooo-m SECTION A-A NOT TO SCALE I FGFNfl r BACKFILL WITH SU[TABLE EXCAVATEO MA T(RIAL AS PROVIDED FOR UNDER ITEIJ 206.01 M. STRUCTURE EXCAVATION HIGI!WAY EMBANKMENT IAA 'ERIAl ITEM 20].03 M 3.725 m f--66~ I mm EXISTING GRADE [TOJ 60'5.0901 M UNDERDRAIN flL TER. TYPE t ---- [TEM 206.01 M STRUCTURE EXCAVATION -~"- - ITEM 552.13 M TEIAPORARY STEEL SHEETING ITEM 555.0104 M FOOTING CONCRETE CLASS A f457j .~2 mm ~-.;: .</ ~ 5WEJ __________ 5<E2 - 5WEl (STlRRUPSI --. 610 mm l;cu-C;CC '~.'~ >_ 5<U I "cecc', .-"- r -/~ 2.261 m ~, "DE" BARS _/ TYPICAL REINFORCEMENT NOT TO SCALE \ 150 10m alA, WEEP HOLE 5% SLOPE MINIMUt.A 300 10m PROP05EO~]-r- FINISHED GRADE' I !11.1)1)0 ml ("p'll I\. I LIMIT Of I [ILM 5"i2.\ 3 M A -'v- ~ A -~- ITEM 605.0901 M UNDERQRA[N nL TER, ,/--- FIUER FABRIC WEEP HOlE/UNDERDRAIN FILTER DETAIL NOT TO SCALE EXCAVATION Nor TO SCALE TYPE I 1300 10m) ~ -===-~;:~~~==~~==_, -, -- 9.000 m WEEP HOLE I TABLE OF REINFORCING BARS ITEM 556.0202 M I I I I I I I I I I I L4ARl(o SIZE LENGTH QTY. TYPE TOT. LENGTH SWE! -5 1.090 m 21 2 22.890 m SWE2 -5__ l-~~~_~ 30 STR. _ !.Q.1.B.SO m 5W(2 _ ~~_ l.?~!_.~ !~ _~!~-.:__ _.t2..3_!9 m SWE2 -5 0.190 m 10 STR. 7.900 m 5WE] . _ _~~ 8.81011; 10--- SUF ~~~J60-m- __SWEL_ _~L_~J!Q.m --.!i_ __~~~_ _~~.~~o_~ --5!~!__ .S ~!!L~ <12 _~!!h_ 88.662 m 5~~8__ -5 ~:Q~ _~ __g__ _~_~~. IOB.600 m "DE" BARS -5 \.410 m 42 61.140 m NOTE: THE TABLE OF REINFORCEMENT BARS FOR THE RETAINING WALL IS FOR ESTlUATlON PURPOSES ONLY. ___u ___ ~ r----- 3.310 m ~ ____no _ ,_..!~_l9.J)_?_ 3.725 m __~J!_._~!Q.__ _~~_JG.OIO ~Ol mm [ _.J!:._15..:~QQ___ L \ '\ _L 300 mm -r -1,-- - ~ uu__ 2.lal m , --__-I 7 I , ; Vi W U ~ ~ ~ ~ U W ~ ~~ .. \-'Emy - 5'11'[8 ---.-.-----.-------- '- . . . 0 ./'---'-- L 1::181m 'II' X 0.838 m H BOX CULVERT - o ~ ~ ELEVATION NOT TO SCALE 1 \ - WEEP HOLE , , ].438 m l.lASS O<.QI 35.480 16T.168 19.174 12.245 137.485 82.088 !~!.~~6 ]68.330 95.691 PROPOSED CROUND ~ 100 mm mp.l I FED ROAD srATE REG. NO. C0l'HRACT NO. ':,I-fEE r IOTAl NI). '~HtE TS N.Y. 0258723 " II DRAI~IAGE IMPROVEUENTS AT FOUR LOCAT]ONS NY25 & NY21 SHB291. SHB2Z'J. SH9305 SUFFOLK COUNTY P.I.N. 0042.14 a.I.N. NOTES: 1. UNLESS OTHERWISE SHOWN 65 mm COVER. STElA 75 mm COVER - FOOTING 480 mm LAP LENGTH 25 mm (lUMFER CI ALL EXPOSED EDGES 450 mm SPACING OF REBAR ;l~ml=--..Inl ,_I ! 11501'501150 I mm mm mm llmm Tilllmm I, '0 mm J \ , 150'1'501'50 mm mm mm HORIZONTAL PLANE VERTICAL PlANE KEYWAYS All KEYWAYS SHALL END ]00 mm FRaU EDGE or POUR NOT TO SCALE ._U'~'25 mm , --I~.;~ 1.195 m --I f. ;:~ -I J~nJ~ I I TYPE I TYPE 2 REINFORCING BAR CONFIGURATIONS NOT TO SCALE All OIMEN$IONS ARE IN m UNLESS OTHERWISE NOTED AS BUlL T REViSIONS SIGNA TURE DATE RETAINING WALL DETAilS STATE OF NEW YORK DEPARTMENT OF TRAN,PORTAIION FILENAl.4[ 00421~AB.DOT REGrOfl 10 --L;P^W~ R. 1 (hHf 11/01 + ;0 Q W ~ ~ " v . " W Q W ~ ~ < g; ~ w ~ < ~ > ~ '" 150 mm (TYP.l ALL 510ES 0> o W u u> " 0> "i Q v1 ~~ ~ ~ " ::! " .ri ~ 0 w . ~ N . u " ~ " ~ :i N ~ . " rn ? 1 c ~ c~ OC .. ~' ::! 0- ::.: B>;;; . 0 /" ~ ~N OC' c W w> . ~!frn 7' C; i;l~3' .. " I~~ ~; "- z Ww " ~~ .. ;;:~ + '" .. ExiSTING :R~UN~ ~ _ _ _ AI FED ROAD STATE REG. NO. (ONrRACT tJO. ';11[[ I IQIAL NO. <;H[[ IS N.Y. D258723 ]4 58 DRl\INA(;[ IMPROVUAENTS Al FOUR LOCATIONS 1'4'(25 & NY21 SKB291. SHB?2':!. SH9lO5 SUFFOLK COUNTy P,I.N. 0042.14 2 I 1 1 1 1 1 1 1 1 1 1 1 --- 600 mm I .J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _I, --1~~_________J____________________________________j L _____ _ ITEM 11304.101199 " IIS0 mml-J PROPOSED GROUND I[ BOX CULvERT 1.981 m 11 x 0.838 m H [rEM \5603.642008 I ~r . j <, ~ "; l: ,_') \1 " Cr,' ,I.., I I l,.. +-,~ ,-,""-J---:r" -,<__-+ r.'- l...o,.\.Ji) I,) ,_j (/ c) ,:l (} :; c,:' ...: {; " '~ ./ ,',I ITEM 620.04 M ITEM 201.10 M ---.I A-.J ELEVATION VIEW RETAINING WALL AND CULVERT - LOCATION 1 [xIS TlNG GROUND , , -' [TEM 620.04 m - " 1600 mml \\ . \ ;Yo (;~'O __' ,~r-Q-=-Z~\ .ZJ::?~:::;--~_~'~~-~'~ . ',__; l/ -l) 'J cO 0 r::J<-' {~ 0.--:> (] Cj\') 0 [__C':] l_J-,J:J I_I. _ ',_J 1__.1. ('J_CJ' ,-_~ \_1.', _ ' C) ::LC).L..:::L-c) '''''-1 c::::J' ,--) c)~ ,- .l_.....:.::::L~L_C:J ...L..L_l:.:.L..-~L._ I 80X' CULVERT t.9S1 m W x 0.838 m H !TElA 15603.642008 B.l.N. ,r,;-'"C<'-o',"'_,<'~',,,') ,'P,,:.",'''- L;~S'li~1'dli:~{~[~;~ All DlutNSIONS ARE IN m UNLESS OTHERwiSE NOTED AS BUILT REViSIONS f--~--_.- / / / 1.040 m ----.. ITEM 623.12 M 1300 mml m:1A 207.10 M [TElA 207.10 M -----' j L -- [TOA In04.101199 IA (150 mml L SECTION A-A FILENAME 00012101A8.o01 SIGNATURE OATE RETAINING WALL DETAILS STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION Ofj/uVUll. t/!J RW-2 + . ~ m o ::i v w x v SUMMARY OF EARTHWORK (ITEMS 203.02 AND 203.03 ONL Yl EXCAVA TlON ITEM ITEM 203.02 203.03 SOURCE TE CR TU CT FT lOCATION 1 582.2 14.1 596.3 135.0 LOCATION 2 4,848.0 4.848.0 LOCA TlON :3 140.0 24.9 164.9 1.5 LOCATION 4 2,365.0 2,365.0 PAvEl.4[NT REPAIRS 62.1 62.1 POND (LOCATION ]) 881.0 881.0 TOTALS 1,60].2 1,314.1 8,911.3 142.5 ~ m :;: ~ ~ ~ o r m o '" ~ '" e o' ". ,;; ~ u w 3 SUMMARY OF TRENCH AND CULVERT EXCAVATION (ITEMS 206.02 AND 206.04 ONL Yl EXCAVATION ITELl 206.04 SOURCE ITELl 206.02 ROCK NON-ROCK m o w ii :.,-; w n ~ ~ ~ " 0 ~ N ~ ~ & ." & " ~ ~ ~ N ~ ~ & i'l '" { . > . . ~ . ill, "'" o- s-.; ~& . ~<}ll.. w> . <g~!!' ~\ ~. . " -aillS' r~'" ~J _1lI . ~" TOTALS , S wW ~~ ;;:21 + ." .. ORIGINAL SURF ACE C, / Cp / SUBGRAOE SURFACE ---~ CG ---- CUT SECTION DEFINITIONS: CB - EXCAVATION FOR REQUIRED BENCHING. mOTH lONGITOOINAl AND TRAN$V[RSD. Cc - EXCAvATION FOR SOOGRAOE IUPRovEUENT. Cp - EXCAVATION FROU CUT SLOPE NECESSARY TO PLACE SLOPE PROTECTION. C[ - PORTION OF CUT ASSUMED TO BE EARTH SUITABLE FOR [Ll8ANKMENT CONSTRUCTION, ExCLUDING Cc AND Cpo rE ~ lea" Cc .. Cp" eEl TOTAL EARTH EXCAVATION ASSUUED SUITABLE fOR [UBANkUENT CONSTROCTlON. CA . EXCAVATION OF TOPSOIL IUNSUITABlE UATERIAU IN CUT. Cs - EXCAVATION OF TOPSOIL IUNSUITABLE UATERIAlI UNDER EUBANKMENT. Cx . ExCAVATION OF UNSUITABLE UATERIAL IN CUT: SWAUP OR OUUP Co - EXCAVATION OF UNSUITABLE UATERIAL BENEATH EUBANKU[NT: SWAUP OR DlAAP Tu - ICA .,. Cs + Cx + Co' TOTAL EXCAVATION ASSUUEO UNSUITABLE FOR EUBANKUENT CONSTRUCTION. C R - PORTION OF CUT ASSUUED TO BE ROCK. INCLUDING CG IF APPLICABLE. CT - IfE .,. TU + CR' TOTAL EXCAVATION. NOTES: THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE FACT THAT THESE TABLES ARE ESTIUATEO. AND ARE PROVIDED FOR THE PURPOSE OF PREPARING AN ESTlUATE. THEy ARE NOT TO BE CONSTRUED AS BEING EXACT. THEy ARE INTENDED TO QUANTIFY AND QUALIFy THE NATURE OF THE wORk TO BE PERFORl.IED. SIGNIFICANT DIFFERENCE FROU THIS REPRESENTATION. WHEN ENCOUNTERED DURING THE ACTUAL WORK. WILL BE HANDLED ACCORDING TO THE SPECIFICATIONS GOvERNING THIS PROJECT. 203.02 UNCLAssrrlEO ExCAVATION AND DISPOSAL 20].03 ENBANKUENT IN PlACE 206.02 TRENCH AND Cll.vERT ExCAVATION 206.04 TRENCH AND (ll vERT EX(AVATlON . D.G. FEO ROAD sun: REG. NO, . N.Y. CONTRACT NO. 0258723 DRA!NAGE [I.lPRQVEUENTS AT FOUR LOCATION) NYZS to NY21 SHSZ':JI. SHB229. SH330S SUFFOLK COUNTY P.LN. 0042.14 (U.N. ORIGINAL SURF ACE SUBGRAOE SURF ACE - --- F.-< ,,- / ,-- _._,- \ Cs OR FS - Co FILL SECTION DEFINITIONS: SHEll rOTAI NO. ';!I[[ 1'; 3S 58 \---- /' _/ CB OR FB FB - FILL REQUIRED TO REPLACE BENCHES. FS - FILL REQUIRED TO REPLACE TOPSOIL RENOv[O BENEATH EIrABANtaAENTS. F ~ Fill REQUIRED TO (!>>.PLETE EUBANll.l.IENT TO SUBGRADE SURFACE AND SIDE-SLOPES AFTER FOUNDATION IS PREPARED. FT ~ IFB + FS .,. n TOTAL FILL REQUIRED. TA - IfE x FE + CR x FR' ~~~O~~~~p~Hl~HEI~~~N~~T:lLE EXC4VATED MATERIAL FE - SHRINkAGE FACTOR FOR EARTH FR - SwELL FACTOR FOR ROCK ALL DIU[NSIONS ARE IN m1 UNLESS OTHERWISE NOTED AS BUll T REVISIONS SIGNATURE DATE EARTHWORK SUMMARY SHEET STATE OF NEW YORK DEPARTMENT OF TRANSPORT A liON F[LHlAIAE OD~214AC.OOT !JP^'IlI~j(!~ ES-l ~ ~ ~ J . ~ N ~ & & / ~ N ~ & & / -:' ~ ,- .~ ~.. .- 3i. ~N ~. , w> . ~'i~ ~~} I~~ , Z I,UW ~ ~g + ~,~ -- + ~ m 0 t! . w ~ u ') . . ~EO f'lI)AD REG. NO. "HU 1 InIAL NO. r}HFET~, N.Y. 0258723 sa J6 DRAINAGE IMPROVEMENfS AT FOUR LOCATIONS NY25 &. NY2T SH82'H, 5H8221, :,H930') SUFFOLK COUNTy P.LN. 0042.14 B.tN. ~ m o w ~ " ~ o SUIT ABLE EXCAVA TlON ROCK TOTAL AVAILABlE UNSUITABLE EXCAVATION EMBANKMENT FOR SUBDIVISION LOCA TlON EXCAVA TlON Et.eANU€NT NO. (STATION TO STATlONI 110].01 o....n CB CG Cp CE TE CR CA Cs Cx Co TU CT FB FS F FT TE xFE + (RxFR LOCATION 1 1 NORTHSIDE DRAINAGE DITCH 400.0 400.0 45.0 LOCATION I 2 SOUIHSIDE DRAINAGE DITCH 23.4 23.4 90.0 lOCATION 1 J RETAINING WALL 31. 5 31.5 lOCATION I 4 STONE OUTLET 47.3 47.3 lOCATION 2 , RECHARGE BASIN 4,716.3 4,716.3 LOCATION 2 G STONE IN RECHARGE BASIN 55. 3 55.3 LOCATION 2 1 ACCESS ROAD FOR RECHARGE BASIN 17.0 17.0 lOCATION 2 8 A$PHAl T GUTTER 42. I 42.1 LOCATION 3 9 SWAL[ AREA 140.0 140.0 LOCATION 3 10 A$PHAL T SLUICEWA Y$ 1.0 1.0 LOCATION 3 1\ DRAINAGE SWAl[ 2. 365. 0 2.365.0 lOCATION 3 12 ELLIPTICAL PIPE 7.5 JJ PAvEUENT REPAIRS 62. 1 62. 1 LOCATION 3 14 POND BBI.O 881.0 TOTALS 1,603.2 7,258.8 8. 862. 0 142.5 ~ m o ~ ~ ~ >= o u' ~ ~ Cl W ~ W "' ~ ~ ~ o w z " :;: o ~ '" o . z . ~ ~ oJ ALL O!Y[NSION5 ARE IN m' UNLESS OTHERWISE NOTED AS BUILT REVISIONS FOR DEfiNITIONS AND NOTES SEE OWG. [51.0\ SIGNATURE DATE EARTHWORK SUMMARY SHEET ~ u .., " ~ STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION FIL[NAI.4[ 00<42 I UC.OOT fWf,.WH, tHJ. [')-2 ) ~ ." ." .; o . ~ " " :; N . " ";! { : , . ~ vW -" ti. ",N ~. , ~> /I. 5!L ~~s. I~~ , wW ~~ l:~ + ,.1 ~...- + .. . 0; :c REMOVAL AND RESTORATION NOTES (RGS 98-2) ;; ~ 1-1. WHEN A BASIN [$ TO BE PlACED ON AN EXISTING PIPE. LINE, .:; THE BID PRICE FOR THE BASIN SHALL INCLUDE ALL WORk NECESSARY a: FOR THIS INSTALLATION. THIS WORK [NClUDES. Bur IS NOT ~ lI~ITED TO, CUTTING [NTO fHE PIPE. R[I.lQV[NG AND RESETTING OR REPLACING PORTIONS OF THE PIPE ([NCLUOING COST OF NEw PIPE I, ANY NECESSARY COLLARS, AND FINAL CUBING OF THE PIPE FLUSH WITH THE BASIN WALl. TO IIIE ';AT[')FACTlON OF THE ENGINEER. THE CONTRAcrOR SHALL FI(lD DETERI.l[NE THE EXISTING SllE AND INV[RlSOF PIPE BEFQRE FABRI(AfING THEBA'.>IN). o w :;; ~ u ~ w o :" ~ < oc o 1-2. WHEN EXISflNG fRAMES AND GRAIES OR COVER'.) ARE TO BE INSTALLED ON NEW ~ANHOLE). CATCH BASINS. OR LEACHING BASINS. THE PRICE 810 FOR THESE N[W DRAINAGE SrRUCTURES SHALL INCLUDE WE COST OF REMOVING, STORING, AND SETTING HIE EXISTING FRAMES AND GRATES OR COVERS TO THE PROPER GRADE AS OIRECTED BY THE ENGINEER, I']. WHERE TIlE PLANS INDIUfE HIE ABANDONMENT OF EXISTING DRAINAGE SfRUCTURES. IHE rxlSTlNG CONNECTING PIPES. WHICH ARENDT rOAE USED IN IHE FINAL DRAINAGE SYSTEM. SHALL 6E SEALED Wlll1 A O.J m IHICK PLUG OF PRECAST CONCRETE PAvERS AND l.lORfAR AS SHOWN ON THE DETAIL. THE PRICE OF THIS WORK IS TO BE INClLXlEO IN fHE DRAINAGE ITEIJS. PIPES WHICH FALL W[HlIN THE EXCAVATION Lll.lITS OF NEW PIPE INSTALLATIONS SHALL BE ROJOVED AS PART OF THE EXCAVAflON. THE REIdOVAl Of CERTAIN EXISTING PIPE BEYOND THE Lll.lITS OF NEW PIPE INSTALLATlONS IJAY BE NECESSARY AS SHOWN ON THE PLANS OR A.O.B.E. ;; ~ ~ " .- , ". wUtN THE PIPE IS 10 BE REl.lovED. THE LlI.4ITS or TRENCH AND CIJLVFRT EXCAVATION SHALL BE 0.& m BEYOND THE OUTSIDE DIAI.4E lER AND FLUSH WITH TUE BOTTOId OF THE PIPE. IT SHALL fHEN BE BACKfiLLED wITH SUITABLE DCAVATED IJATER[AL OR A.O.B.E. PAYI.IENI FOR THIS WORk SHALL BE UNDER ITS RF'iPEU[vF [TElAS. CASTINGS SHALL BE REI.4DVED AND STORED TO 8ECOWE PROPERTY OF IIIF STAlL NO SEPARA TE PAYMENT WILL BE MADE FOR TH[S wORk. [llIf IHECOST IS TO BE [NCLUDEDUNDER THE VAR/OUS ITEl.lSOF fllf. CONTRACT. ~ ,,' 1-4. wUf.Rf RASINS AND/OR PIPE ARE TO BE RE~ovED RATHER THAN ARANDONEO. IHE BOTTQl.l PAY~ENT LINE OF TRENCH AND CULVERT EX.(AVATlON SHALL BE THE BOTTOM OF THE BASIN OR PIP[ TO BE flnmVED. THE VERrlCAL PAY~ENT LINES SHAll BE 1.2 m AROllNO THE BASIN'S PERIMETER OR 0.1; m TO EITHER SIDE OF HIE OlHSIOE DIAWETER OF THE PIPE. WHEN THE REl.IOVAL OF THE EXISTING QRAINAGE STRUCTURE [5 DUE TO CONFLICT W[fH A PROrO~ED DRAINAGE STRUCTURE,THE EXISTING BASIN NEED ONLY BE REI.4QVFD TO HIE DEPTH OF THE NEW STRUCTURE AND THE ROIAINOER IREA lED AS DE TA[LEO FOR AN "ABANDONED STRUCTURE". EXCAVArrON AND BACKFILL WILL BE PAID ONLY ONCE FOR THE EXISTING OR PROPOSED srRUerURE. WHICHEVER IS GREATER. WHEN Ilf MOVAL OF A BASIN [5 SPEC [FlED. NO PAYMENT WILL 6E MADE FOR CI_EANING THE STRUCTlJlE. o '" c w ?; ;; o w i'? . w o "'i. CONCRE TE PAVElAENT SHALL BE REUOVED TO THE NEAREST TRANSVERSE JOINT WHEN THE D[STANCE FROM THE EDGE or: THE TRENCH AND CUl VERT EXCAVATION TO THE TRANSvERSE JOINT IS l m OR LESS. WHEN THIS DISTANCE 15 GREATER THAN 3 m. THE CONCRE TE PAVEUENT SHALL BE RElAOVED FOR 0.6 m BEYOND THE EDGE OF THE TRENCH AND CLtvERr EXCAVATION. WHERE PAvEMENr REt.lOVAL EXTENDS fRANSVERSEl Y INTO A PAVOIENT SLAB. TIlE SlAR SHAll BE RD.lOVED [N THoU AREA FOR [fS ENTIRE WIOTH. PAYMENT FOR THESE PAVElJ{NT REWOVALS AND REPlACElAENTS SHALL BE UN(}ER rHE ITEIJS SHOWN ELSEWHERE IN THE PlANS. ~ '" " < " , 1 ,6. ASPHAL T PAVElAENT SHALL BE RE...oVED FOR AN ADDITIONAL D[SfANCE OF 0.6 m FROU THE OUTER EDGE OF THE EXCAVATION IN ALL DIRECTIONS. IF D.'} m OR LESS OF ASPHAl T flA,HIENT R[I,IAIN$ 6EYOND THE 0.6 m L1WIT. [f SHALL ALSO BE REUOVED. PAYIJENT FOR THESE PAVEIJENT REl.4OVALS AND Hf.Pl A(Et.4ENIS SHALL BE UNDER THE ITEIJS SHOWN ELSEWHERE IN THE PIAN'). m " ". l\ 7 " NOTES FOR LEACHING BASINS. CA TCH BASINS, AND MANHOLES IRGS 98-3, 4, 4A, 5, & 5A) 2-1. LEACH[NG BAS[NS. CATCH BAS[NS. AND WANHOlES SUALL BE BUILT OF CAST IN PLACE CLASS A CONCRETE. REINFORCED CONCRETE. PIPE. OR PRECAST CONCRETE DRAINAGE UNlTS. CONCREIEUSED IN CONSTRUCTING FOR~ED INVERTS SHALL BE CLASS A CONCRETE. 2-2. ALL CONCRETE IN WALL SECTIONS LESS THAN 200 mrn THICk SHALL BE 28 t.lPaI.lINlt.lUl.ISIRENCTH. 2.]. THE lAINIIJUW COVER FOR BAR REINFORCEMENT ANO WIRE FAllRIC FOR CONCRETE REINFORCEMENT 5HALL BE 50 mm UULES5 OTHERwISE SfIOWN. 2-4. ALL BAR REINFORCE~NT FOR DRAINAGE BAS[NS 5f1ALL CONfORtJ TO THE RE:QU[REI.I:NTS OF MATER[AL SPECIF[CATION 109-01. 2-5. GALVAN]ZED STEEL (ASTIr1 AS7S. GRAOE fA \020) STEPS OR RE[NFORCED PLASTIC STEPS AS SPECIFIED IN SEer ION 725-02.0[ SHAll BE USED. THE STEPS SHALL BE ATTACHED TO THE BASIN WALL BY BOL TlNG THROUGH THE WALL. BY CASTING THEI.I [N PLACE OR IN THE CASE OF RE[NFORCED PlASTIC STEPS BY PRESS FITTING THEW [N PROPERL V SIZED HOLES PROVIDED IN THE BASIN WAl.L. PRESS FIT OR CAST IN PLACE STEPS SHALL HAVE MINI~UU 75 mm EIJBEDt.lENT. STEPS WILL NOT BE REQUIRED [N DRAINAGE STRUCTURES LESS THAN 1.2 m DEEP. 2-6. WALL SECTlONS AND TOPS SHALL BE SET IN A BED OF IAORTAR. AN EU.$TOUERIC GASkET I.4AY BE USED AS AN AL TERN.HE WEANS OF SEALING CIRCULAR PR[(AST BASINS. ELASTOl.lERIC GASkETS SHALL fAEET THE lAATERIAL REQUIREIJENTS AS SPECIFIED UNDER SECTION 705-17. 2-7. LIFTING RINGS IN THE TOP SLAB PROTROOING BEYOND THE STRUCTURE LIMITS SHALL BE REMOVED PRIOR TO THE PLAC[NG OF PAVEIJENT. 2-8, 125 mm ALLOWANCE IS IJADE FOR ADJUSTMENT OF FRAWES. FUll BEARING SHALL BE PROVIDED USING PRECAST CONCRETE PAVERS AND/OR t.4ORTAR. l-'}. WALL OPENINGS FOR DRA]NAGE BASINS SHALL BE ROUND IN SHAPE, AND A UAXIt.1lN OF 150 mm LARGER THAN THE OUTSIDE O[AMETER OF THE PIPE. EXCEPT FOR THE FOLLOWING: A. SQUARE OPENINGS MAY BE PROVIDED IN RECTANGULAR ORA[NAGE BASINS FOR PIPES 600 mm OR SMALLER. B. RECTANGUlAR OR ELLIPTICAL OPENINGS I.lAY BE PROVIDED [N RECTANGULAR DRA[NAGE BASINS FOR PIPES LARCER THAN 600 mm WHICH ENTER THE BASIN AT SkEW OF TEN OEGREES OR MORE. 2-10. IF THE CONTRACTOR DEv[ATES FROt.l THE DETAILS FOR THE DRAINAGE STRUCTURES SHOWN IN THESE PlANS. THE CONTRACTOR SHALL SUBMIT F[VE SHOP DRAWING PRINTS, SHOWING THE PROPOSEO REVIS[ONS. TO THE REGIDNAL OIREC TOR, FOR APPROVAL. SHOP ORAW[NGS WilL BE REQU[RED FOR ALL OFFSET CATCH BASINS. 2-11. SEE THE TABLE or DRAINAGE STRUCTURES rOR OPTIONS. IF ANY. IN THE USE OF BASIN TYPES AT EACH PARTICULAR LOCATION, 2-12. WHEN AN OFFSET CATCH BAS[N IS USED TO AVOID DISTlNG UTILITY LlNES. THE PAYlJ{Nr FOR ALL WORk REQUIRED INClUD[NG APPURTENANCES Will BE APPORTIONED THUS: FIFTy PERCENT FROU THE ROADWAY SHARE AND FIFTY PERCENT FROU THE UTILITY SHARE. GENERAL NOTES (RGS 98-2) ]- \. WHERE PIPE') OR etHERTS ARE TO BE PLACED IN NEWL Y tJAOE FILl5. IHE FILL IS 10 BE COtJPA(lEO ro A HE[GHI OF 0.3 m ABOVE HIE PRorO';E[) TOP OF )HE PIPE OR CULvERT OR TO IHE SllBCRIIDE SURFACE. WH!CHEvER IS LOWER. PRIOR TO THE STARI OF [REN(HExCIIVAI10NS. lZ.WII[R[ DRIIINIICE SIRIJLllJR[5 ARE TO BE PLACED ltl NEWty !.lIlDE FIlL5, THE FILL [S 10 BE (('tJPACTEQ TO A HUGHT OF O.~ m ABOVE THE ELEVA I ION OF TUr PROPOSED TOP OF THE HICHE':;T ENIERING PIPE OR CULvERT PRIOR TO THE STARI OF [X[AliA1ION, 1f0wEVER. WHEN Hlr UEIGIlI OF FILL 15 tJl]RE IIIAtl 2 In, II1r CONTRAr:TOR W!LL BE rrRM!ITED TO PLACE filE fILL IN ';IAG!::'; TO I.tltllUIZE HIE DEPTH Of EXCAvATlON FOR IHE DRAINAGF. SJRUCTlIRE. ]-3. TO PREVENf THE UNDERI.IINING I]F rxl<;I!NG PAVrMENT . THE IJAXltJUl.I PILOf CUT 10 INSTAl.L SHEETING SIIALL fit Lll.IlTED TO A DEPfH (QUilL TO THE DI';fMICE FROtJ THE SHEErING TO IUE EDGE OF THE CONCREfE PAvEMENr, OR 1.5 m. WHICIlOER 15 LES5. SHEETING SHALL BE POSI!IONEO IN THE P[LOf CUT AND SUPPORTED AND DRIvEN FROI.I ABOvE GRADE. ALL WORK SHALL BE INCLLOED IN THE PRICE BID FOR THE SHEETING ITEM. }-4. THE SECTION MODULUS REQU[RED FOR TEMPORARY STEEL SHEETING OR THE MINIMUI.t CROSS SECT [ON AND STRESS GRADE REQUIRED FOR TEUPORARY TlIJBER SHEE TlNG ]5 THll T REQUIRED TO CONFORM TO THE CENERAL SPECIFICA TlONS AND SHOWN ELSEWHERE IN THE PLANS. THE SECTION MODULUS OR THE CROSS SECTION AND STRES$ GRADE SHALL BE [NCREASED AS NECESSARY TO WITHSTAND ALL STRESSES PRODUCED BY THE DRIVING. NO ADDIT(ONAl PAYMENT WILL BE MADE FOR THIS, BUT THE COST SHALL BE INCLUOED [N THE PRICE BID FOR SHEETING. }-5. CONCRETE PIP[ WAY REQU[RE CUH]NG WHEN lTS LAYINC LENGTH [5, NOT [N WHOlE I.l.tTlPLES OF THE NOlr1lNAl LENCTH OF THE ]NDlvIDUAl UNITS. IN NO CASE SHALL A SECTION OF PIPE LESS THAN 1.0 m [N LENGTH BE PLACED. TO AVOID SUCH A SnUATlON. THE ENG[NEER MAY PERUIT A U[NOR SH[FT OF THE BAS[N lOCATION. WHERE TH[S IS NOT POSSIBLE. THE CONTRACTOR UUST FIELD WEASURE THE ACTUAL lAYING DISTANCE AND ADJUST THE lENGTHS OF THE F[RST AND LAST CONCRETE PIPE SECTIONS TO AVO[O LENGTHS SHORTER THAN 1.0 m. 3-6. THE CONTRACTOR SHALL lAA1\E PROVISIONS TO TRANSPORT PROOF ROLLERS OR OTHER HEAVY CONSTRUCTION EQUlPWENT ACROSS NEW AND EXISTING DRAINAGE LINE INSTALLATIONS WHERE lESS THAN J.1 m OF COVER Ex[STS. BY CONSTRUCTING TEMPORARY EARTH FILLS OR BY OTHER WEANS SATlSFACTORY ro THE ENGINEER. NO SEPARATE PAYfJENT wILL BE t.4ADE FOR THIS WORk. BUT THE COST SHAll BE INCLUDED [N THE PRICES BlO FOR THE VARIOUS CONTRACT ITEIJS. H. PRECAST CONCRETE PAVERS .S SPECIFIED IN SUBSECTION 7OH] SHAll BE USED AS NECESSARV IN SETTlNG FRAlAES. SEALING WALL OPENINGS AROUND PIPES. SEALING ABANDONED PIPES AND FOR WAKING I.lISCELlANEDUS REPAIRS TO BASINS AS PROVlOED FOR [N THE PLANS AND SPECIFICATIONS. THE PAVERS SHALL BE APPRO~IIJATELY 50 mm ~ 7S mm ~ 200 rnm IN SIZE AND t.4AY BE OF ANY COLOR THE CONTRACTOR CHOOSES TO USE. PAYMENT LINE NOTES (RGS 98-2) 4-1. THE SPECIFIC t.4ATERIAlS AND WORK INDICAIED BY THE VIIR!UU5 DETA[lS IN THESE DRAW[NGS W[LL BE PAlO fOR UNDER T1IEIR RESPECTIVE 1TEt.lS AS LISTED ELSEWHERE IN THE PLANS. 4-2. THE FOLLOWING SHALL ESTABLlSH THE UPPER PAV~ENI LINE FOR TRENCH AND CUl VERT EXCAVATION: A. IN FILL AREAS. IHE UPPER PAYl.4ENf LINE SHALL BE 0.3 m ABOVE THE PROPOSED ELEVATION OF rHE TOP OF THE rIPE OR CUL VERT OR TO THE SUBGRADE SURFACE. WHICHEVER IS LOWER: HOWEVER. WHEN THE PIPE OR CULVERT 15 TO BE PLACED 0.3 m OR t.4I)RE BELOW IHE ExiSTING GROUND lEVEL. THEN HIE EXISTING GROUND LEVEL SHALL BE THE Lf'PER PAYt.lENT LINE. B. IN cur AREAS WHERE UNCLASS[F[ED ExCAVATION CAN BE DONE PRIOR 10 IHE TRENCH AND CULVERT EXCAVATION. THE UPPER PAY~ENI LINE SHALL BE THE SUSCRADE SURfACE. RFCARDLESS OF WHEN THE CONTRACTOR CHOOSES TO 00 THE IRENCH AND CULVERT EXCAVATION. C. IN CUT AREAS WHERE TRAFFIC WUST BE MA]NTAINED. AND TRENCH AND CttVERT EXCAVATION IS DONE PRIOR TO THE START OF THE UNCLASSIFIED EXCAVATION. THE UPPER PAYIJENT LINE SHALL BE THE PAVEIJENT OR (,ROLNO SURFACE EXISTlNG PRIOR TO THE WORk. 4-3. HIE LOWER PAYI.tENT LINE FOR EXCAVATION PROTECTION SYSTEM SHALL BE THE BOTTOIJ OF THE STRUCTURE [l.ItJED[AIELV ADJACENT TO THE [XC A.... A ffON PROTEClION 5YSTEIJ. UNLESS OTHERWISE ORDERED BY THE ENGINEER. THE LOWER PAYU[NT LINE FOR TEI.lPQRARV SHEETING SHALL BE THE ELEVA TlON SHOWN ON THE PLANS AS THE t.4IN[t.(JI.J E~BED~ENT DEPTH. UNLESS OTHERW[SE ORDERED ay THE ENG!NEER. THE UPPER PAYt-JENT LINE FOR EXCAVATION PROTECTlON SYSTEJ.l AND TEMPORARY SHEE TING SHALL BE THE PAVEMENT OR GROUND SURFACE EX[STlNG AT THE SITE JUsr PR[OR 10 THE COtJl.4ENCEIdENT OF TRENCH AND CULVERT EXCAVATION. 4-4. ALL SIDE PAV~ENT LINES ARE BETWEEN THE TOP AND BOTTOM PAV~ENT LINES. 4-5. A. THE UPPER PAYl.IENT LINE FOR SELECT GRANLUR FILL AT CltVERTS OR DRAINAGE PIPES SHALL BE ]OOmm ABOVE THE TOP OF THE DRAINAGE PIPE OR CULvERT. OR THE SUBGRADE SURFACE. WH[CHEVER IS LOWER. B. THE UPFER PAYtJENT LINE FOR SELECT GRANULAR FILL AT DRAINAGE STRUCTURES SHALL BE 300 mm ABOVE THE TOP Of THE H[CHEST ENTERING DRAINAGE PIPE OR CULvERT, 4-(,. WHERE DRAINAGE PIPES ~ET DRAINAGE STRUCTURES. PAYI.4ENT LINES FOR SELECT GRANULAR FILL WILL TERM[NATE AT THE EXTERIOR WALL OF THE DRA[NAGE STRUCTOOE. MEASUREUENT WILl BE TAkEN [N A PLANE PERPENDICULAR TO THE CENTER LINE OF PIPE. THERE WILL BE NO DEDUCTION FOR ANY OVERLAP OF SELECT GRANULAR F[LL PAYWENT LlNES W[THIN THE PAYt.lENT LINES FOR DRAINAGE STRUCTURE EXCAVATION. 4-7. BACKF[Ll W[TH SUITABLE DCAVATEO I.4ATERIAl lNO STONE [N DCES$. OF ISO mm [N SIW A.O.B.E. BACkf[ll SHAll BE L1t.4lTED TO THE FOLLOW[NG LOCATIONS. AS SHOWN IN THE DETA[LS ON DWG. RGS 9B-2: A. AROUND ALL BAS[NS EXCEPT WHERE POROUS IJATERIAL OR SELECT GRANltAR F[lL HAS BEEN PLACED. 6. ATOP POROUS t.4AIERIAL PLACED AROiJ'lD LEACHING BASINS HAVING NO ENTERING PIPE. C. ATOP SELECT GRANLlAR I.lArER[AL PLACED AROUND PIPES. WHERE THE SUBGRADE SURFACE IS lAQRE THAN 0.3 m ABOVE THE HIGHEST ENTERING PIPE. 4-B. PAYtJENT FOR FURNISHING AND PLACING POROUS FILL MATER[AL AND GEOTE~f[LE UNDE:RDRIAN SHAll BE INCLUDED ]N THE UN[T PRICES 61D FOR THE VARIOUS DRAINAGE 5 TRUCTLRES. CRUSHED STONE F[ll FOR PERfORATED DRAINAGE PIPE WILL BE PAlO FOR SEPARATELY. PAYUENT FOR SELECT GRANULAR FILL WILL BE UADE UNDER [TElA 20].07 t.4. FED ROAD STATE REC. NO. CONTRACT NO. ',IIEI I Ir)f^\ 1l0.jHlf. 1'-, 0258723 H 58 I N.v. DRAINAGE [MPRovEMENTS AT FOUR LOCIIIlONS NY2S 8. NYzr SH8291. SHen']. SH930S SlIFFOLK COUNTY P.!.N. 0042.14 I,.!.N. 4.9. 'IlHEN COI.tPUWlr, 1I1E PAnJENI aUANrJTv Of" CRUSHED STONE I[N'PLACE MEASUREI A DE-DUC rlON WILL BE I.4ADE fOR HIE PIPE. 4-10. IHE CONCRETE USED FOR DRAINAGE PIPE CRAOLES WILL BE PAlO FOR UNDER THE APPROPRIATE IIEM fOR CONCRUE FOR STRUCTURES.CLASSA. NOTES FOR DRAINAGE FRAMES AND GRATES 5-1. FRAI.IES TO BE USED AT THE CURSLlNE SHALL BE T1PE n CAST FRAWE AS DHAIlED ON THE STANDARD SHEET TlTLEO "CAS I fRAMES AND C~B BOxES AND ~'ElOED FRA~S" OR THE STANDARD SHEET TITlED "WELDED FRAI.4ES AND PROOF lOADEO CAST STEEL OR IRON FRAt.4ES AND CURB BOXES". AT THE CONfRACTORS OPTlON. CURB BOxES SHALL BE EITHER CUJ OR C1.43. AS DETAILED ON THE SWIOARO SH[[f AND AS CALLED FOR ON THE PLANS. 5-2. FRAI.lES WITHOUT CURB BOX lFlUSH FRAWESI SHALL BE AS DETA[lED ON RGS9B-6. 5-}' RETlCULlNE GRATES SHALL BE fYPE G3. AS DETAILED ON THE STANDARD SHEET TlILED "RETlCULlNE GRATES". 5.4. PARALLEL BAR GRATES SHALL BE GRATE NO. 8pee. AS OEfAlLEO ON THE STANDARD SHEET TITLED. "PARALLEL BAR FRAMES AND GRAfES"; AND THE ''(AM LOOKlBOLf[NG DETAIL FOR PARALLEL BAR GRATES IN CAST FRAWES" SHOWN ON THAT STANDARD SHEET SHALL BE USED. 5,5. UANHOLE FRAI.lES AND COVERS OR UANHOLE rRA~ES AND GRAIES SHALL BE AS SHOWN ON THE N.Y.S. STANDARO SIlEET. "CAST t.4AN!lOLE FRA~S. GRATES AND COVERS" OR THE STANDARD SHEET. "PROOF LOADED CAST STEEL OR IRON IJANUOLE FRAt.4ES. GRATES AND COVERS:' PAVI.lENT SHALL BE UNDER [TElA 655.0101 I.t FRAMES AND GRATES (CASTlNGSl. $-(,. THE DESICNAf[ONS FOR REINFORCEMENT BAR SIZES FOR CATCH BASIN. IJANHOlE AND LEA(HltlG BAS!NS. IN lJ{TRIC lJIlIIS AND TIlE EQU[VALENT INCH POltlD SIZES, ARE GIVEN IN THE TABLE SHOW. ~TRIC BARS[ZE INCH-POUND 6ARSIZE 'Il 'I' '" " " ., ALL DIMENSIONS ARE IN m OOLESS OTHERWISE NOTED AS BUILT REVISIONS SiGNA lURE DATE NOTES FOR DRAINAGE "# STATE OF NEW YORK DEPARTMENT OF TRANSPORT A liON FILENAME I RGI.lAET REGION 10 I [) II I { I r 11' A 11 III'; t ~ f J. 5/13/'}8 RC';'l8-1 ") ~ . . ~ " :,. N ~ ~ ~ / -:' . t . ~::t. """ .~ !i. :Q":"... w> . 'S'2 ~ /' . iJ~3' I~~ I.&I~ [, ...I..... ~; t:g ~': + + . 1 PAY~ENT LINES FOR DCAVATJON. BACKFilL / AND CIRCULAR OR SQUARE SHEETING ,/_"-1 ~WHEN REOUIRE~ t '1 ~ ~ 1/ II ~ ~ I I I w ~ ~0 I .I I ~ ~ , ~ w I ! I C:~ I i I ~ 3 I ~ I I I ~: w ~ t / I e:~ I ! Ie:. L______L_-.J PLAN ROUND DRAINAGE STRUCTURES ~ ~ = o ~ " w ~ ~ = :;] ~ v ':' v ~ = o ~ ~ < ~ o ,. = ~ < :'; ~ ,^ ," f'An.l[Nf LINES FOR rX[AVAf[ON, BACKFILL. ANO SIlFF lING (wHEN REOUIRED} ;;; :;] ~ u W I " ;;; o w z '" ,A W U ;; ," r~ . " , m z o uJ ~ ~- <g >- . . ~ -;- w~ ~ 0 ~ U ~" ~w ~w L'V' 00 z< <w ~ I < V z~ w~ ~ ~ ,- ~ ~ o ~ 'SfU:CT GRANULAR fILL " "' " ~ ". ,--------, I I \i. II 111 r, I I \ ~ O.G m .J I "I TYPICAL I L.i_______-.J PLAN SQUARE OR RECTANGULAR DRAINAGE STRUCTURES PAVEUENT OR GROUND SURFACE AT CO~MENCEMENr Of TRENCH AND CULVERT EXCAVATION "\ \ 5 w ,,~ ~, "'. w ~---' z' w= Im ~~ ~ u 3~ ~o :::z IW 0W ~0 "' I I I 0.6 m t I I I ".---- O.G m I ""--'1 I I I I ___...1 TRENCH AND CUl VERT _ E~C_~_T~_~. o~ AND SELECT GRANULAR FIll CATCH ELEVA TION BASINS AND MANHOLES *" PAVEUENT, GROUND. OR SIOEwALk RES TORA TlON 5 w ~ -~ ~ , "'< W ~---' z' w= Im ~~ ~ u 3~ ~o ~~ I "0 I "' I I ~ __ L ..- _ _ _ _ _ ~ ~ 1 !RENCH AND CULVERT DCA VAT ION PIPE INVERT - I AND SELECf GRANULAR FILL ELEVATION - PAVEMENT OR GROUND SURFACE 8 ,,~ ~, c~ w ~---' z' w= Im ~t:i ~ u 3~ ~o :::z IW 0w ~0 "' GEOTEXTILE-lINDERDRA!N 0.6 m 0.0. or PIPE I 10.D.OFPIPE 0 ISEE NOTE I U ISO mml f 150 mm L______,_-.J f~RI:u~~;DS~6~:E:~D 'sXi~;:ION. j GRANULAR FILL PERFORATED DRAINAGE PIPE " ~ z. Ow ;:~ ~o >z ~ - v_ x, wm m ~0 ~u w~ > ~w ~w V~ 00 z~ ~w ~ I< u z~ w~ ~~ ~~ ,_,- PAVEMENT OR GROUND SURFACE I I ~. O.G m I 0.0. OF __P_I~~_.-~ SEE NOTE 1 SUfJGRAOE S!lRF"AlE BACKFIll wll\! SUITA(JLE EX(AVA Ill) MAr[R[AI Ofl UJJJ.F. ')[1 [I:T CflANllLAfI FILL CRUSHED S TOtJE SllE I 8. 2 AS DHINHl IN fAIllE 703-4 OF THE STANDARD SPECIFICATIONS. ALSO SFE RGS9B"1 NOTE 4-8 0.6 m I . L I u~ I DRAINAGE PIPE ON EXISTING GROUND MATERIAL SUBGRAOE ~ SURFACE J__ /BACKFILL WITH SUITABLE EXCAVATED ~ATERIAL OR A.O.B.E. ~-~SElECT GRANULAR Fill ~ z~ S~ ~~ t3..: x, w::: ~ 0 ~u w~ > ~w ~w V0 00 z~ <w ~ I~ V z~ w~ ~ - ~ ~ c; w ,,~ ~, "'. w ~---' z' w= zm ~~ ~ u zw ;::6 - :::z IW ~w ~~ o ~ ~ o '" < N z~ 0," ;:~ ~o >z 0": x , tLI ~ 1-- V1 ~ U U.' IX > ~ '" :.~ w u '-'1 2<;; ~ "' ~ I < V Z _., ~ '--~ 1-_''- " ::: SUBGRADE SURFACE ;' BACKFILL / WITH SUITABLE EXCAVATED MATERIAL OR A.O.B.L SELECT GRANULAR FILL PAVEMENT OR GROUND SURFACE AT COMMENCE~ENT OF TRENCH AND CULVERT EXCAVATION . :... GEOTExTlLE UNDERDRAIN I I 0.6 m i I ~--- I 0.6 m 1 ----..1 I I - - - - I TRENCH AND CUL VERT___~_~C~A2.I~~ ~, POROU-S UA TERIAL. AND SELECT GRANULAR FILL (WHEN REQUIRED) ELEVATION LEACHING BASINS J TRENCH AND CULVERT DCAVATlON BACH!LL WITH SUITABLE EXCAVATED fJA TERIAL OR A.O.B.E. RDAOVE CASTING. TOP SLAB AND UPPER , PORTION OF WALLS \ -- PAVEMENT OR GROUND SURFACE 8 I ,,~ ,,~ f w ~-cl ,.,"" I cr' ~;S ~ u ~:=' "-0 t:jz cw 0W ~0 o ". I j I SUBGRADE SURFACE 0.0. OF PIPE SEE NOTE I O.G m 0.6 m , BACKFILL / WITH SUITABI.E EXCAVATED MArERIAL OR A.O.B.L gE' I QfE i ~______J-,-j I TRENCH AND CULVERT EXCAVATION 1 I AND SELECT GRANULAR FILL SELEU GRANULAR FILL SEE APPLICABLE N.Y.S. STANDARD SHEET DRAINAGE PIPE ON BEDDING , PAVtMENT OR GROUND SURFACE ~ z~ Ow ;:~ <0 >z ~ - U _ x, w= m ~0 ~u W~ > ~w ~w V~ 00 %< <w ~ Z< V z~ w~ ~ - ~ ~ 8 I ~ Z W!DTH OF 0.6 m I ::g ...: CRADLE -1 z' ~* I ~:s <.:> 0:: I OE" I ~~ I ~g-=" -O.D.OFI ~ Z _ PIPE IW I ~w I ,SEE ~~ ~TEI "' I ' , I :'5 . _. L _ _ ~ ":""'_ ,~li- "" _ -.J '" ~ TR~:6"s::~c ~U~~~:l~~C;;::IO~'~~ ' I I 0.6 m r" I DRAINAGE PIPE ON CONCRETE CRADLE 5UBCRAOE SURFACE FED ROAD STATE REG. NO. CONTRACT NO. ':,I1[fT IOIAL Nr). )1111 IS 0258723 38 'S8 N.Y. OflA1NAGE IMPROvEMENTS AT tinS & NY21 SHB291. SH822'1. 'jl!'n05 SUFFOLK COUNfY P.l.N. OO~2.t~ FOUR LOCATIONS 8.1.14. NOTE: 1. OUTSIDE DIAMETER OF PIPE [5 EQUAL TO NOM!NAl INSlLJE I~ORIZONTAl DIMENSION OF THE PIPE PLUS TWO TIMES THE WALL THICKNESS. FOR PIPE,) OTHER THAN CONCREfE DO NOT ADD THE WALL THICKNE5S. RE~OVE EXISTING PAvEMENT UNDER: EXISTING ASPHALT PAVEUEtH EXISTING CONCRETE PAVEMENT_ UNCLASS~~ED -1 TREl4CH AND CULVERT EXCAVATION 1 UNCLASSIFIED ~---- - ---EXCAVATION - EXCAVATION FULL DEPTH CONCRETE 0.6 m 0.6 m SAW CUnlNG -SEE RCS3i3-1 - SEE RCS98 I DOWEL S IF REQUIRED NOTE 1-5 NOTE I 6 SEE DETAILS ELSEWHERE \ RESTORE CONCREfE PAVEMENT/' ii' If' RESTORE ASPHALT PAVEMENT ON PLANS ..l.. ~. J ';';'''7'' '';'' ,"i~.'~'" " " " ~ " ", " " "I - - _,..1_ _....' I-- - - - - -.-- - - --1 I / / ;' I l SUBGRADE I I. - PROPOSED SUBBASE MATERIAL I SURFACE I EXIS TlNG SUBBASE "'A TERIAL I I TO RE"AIN UNOISTURBED I I I TRENCH AND CUL VERT EXCAVATION to AND BACKFILL -AS REQUIRED FOR 1 DRAINAGE BASINS OR PIPES FULL DEPTH ASPHALT CONCRETE SAW CUT TIN SUBGRADE SURFACE u ~ z ~ ;: ~ :::.\0 --l ::I:~ =' v.,_ V ~ o 00 Z %W < <~ rBACKFILL WITH SUITABLE EXCAVATED MATERIAL OR A.O.B.L I zz v 2~ .3 ~~ e: ~ " W SELECT GRANULAR FILL PAVEMENT RESTORATION FOR DETAILS OF CONCRETE CRADLE. SEE APpLICABLE N.Y.S. STANDARD SHEE T PAVE~ENT OR GROUND SUR~ACE AT COM~ENCEMENT OF TRENCH AND CULVERT ExCAVATION . SUBGRADE SURFACE '* -- ( '* 0 Z " ~ " :;e ~ ~ ~ > V ;; Z ~ W V :" w ;' I ,,' BACKFILL WITH SUITABLE EXCAVATED ~ATERIAL OR A.O.B.L ALL DIUENSIONS ARE IN m UNLESS OTHERWiSE NOTED AS BUILT REVISIONS - PRECAST CONCRETE PAVERS MORTAR SEAL BOTH ENDS or PIPE SEE RCS98-1 NOTE 1-3 I' I I _ L- _ _ _ '- SEL~CT GRANUlAR FILL. WHERE THERE IS NO ENTERING PIPE SEE RGS98-1 NOTE 4-18 ~. 0.6 m. r O,l . I m -- POROUS MATERIAL .. BACKFILL WITH SUITABLE EXCAVATED UATERIAL OR A.0.8.E. E ~ '" O~6 m__~ AND INTERIOR OF ABANDONED DRAINAGE STRUCTURE IS TO BE BACKFILLED wITH SUITABLE EXCAVATED fJATERIAL. A.O.B.E. THE C05T OF THIS WORK IS TO BE INCLUDED IN THE PRICE BID FOR THE VARIOUS DRAINAGE ITE~S. PRIOR TO BACKFllLUIG. CLEAN BASIN TO REUovE UNSUITABLE MATERIAL. PAYUENT LINES FOR ExCAVATION. BACKFILL & SHEET PILING AT DRAINAGE BASINS & PIPES SIGNA TURE DATE ABANDONMENT OF EXISTING DRAINAGE STRUCTURES STATE OF NEW YORK DEPART~ENT OF TRANSPORTATION FlLEtIAME RGS.UET RGS'}8-2 - "0 "0 . . ~ N ~ ~ ~ / N . ~ ~ / ~ ~ . 'M 'M- . .. ~ .~ ~. ~N ~, . w> . !g'f2' /' . -6~ S' i!~ w~ {., ..J~ ,..' L;:g + ": _..- + J i" ~ = c. "" ~! " " ~ ~ "' z fro w wa ~ u ':i ~ ,-- '::i=: '" ~~ ii! fA ~ m IJINIMIIM WIRE FAARIC REINF. FOR EACH (ACr IN BOTII WALl FAcrs. HORll WIRES: srI" TARLE (J[lOW, VERT WIRES: 8 ~ u * 123 Sq mm/m ~ "' BASiN OFFSET I.lEASURED TO l OF MANHOLE OPENING I --t , TOP OF lAANHOLE COVER n~ _I~- __.f.'- 125 ';;~-IiAi , 'f20D 10m :> 1,'. 'I' (ONe. w 'j JI ' I . rDP SLAB : ~ ~ ~ " TOP OF MASONRY l tJ " I I;.,,~~I '!i I II , , -["'BAIl';1 'I 230 10m c.c.~ 7"'5 mm MANHOLE CONCRETE TOP SLAB TYPE A DRAINAGE BASIN 200 rom ';? z = ;: < > w ~ w ~ ~ w > " I -tzoo 10m V - _\& BARS, 200 10m C.C. (BOTH WAYS) TYPE A DRAINAGE BASIN (SHOWN WITH CATCH BASIN CONCRETE TOP SLAB) = w z " w = " ," "; > ,v " " ~' =E St= 200 200 Ir:'~~'~~f1 u(;f :-"~ I : ;[[11 II ~ I~.~ 1-- 1 I OF PIPE ~ : ~ iiLUlI I I l or BASIN l OF BASIN E E = ~ ~ =0 I ~.~ F J SECTION A-A fB w ~ 0:: WIRE ---<,' FABRIC. ' I.l[NII.lUI.l CIRCWJ- FERENTlAL AREA: w w ~ 1.0. 1220 mm 1525 mm 1830 mm 2135 mm 2285 mm CONe. , fOP SLAB t1, -t TOP OF MANHOLE COVER I 'I~ I ~~tmmt ! MANHOLE CONCRETE TOP SLAB TYPE B DRAINAGE BASIN SQ mm 1m 25' ll8 l81 445 476 " \L_ -16 BARS, 200 mm c.c. (60TH WAYS) SECTION B-B CONCRETE TOP SLABS ~ ~ 0:: ~ ~1 ~ ~ SEE DRA[NAGE TABLE Z "16 BARS '0 mm BTM. 1520 mm "16 BTM. 20, o [2Z0 __mm.152~__mm.I_8_ 1',",0 LONG BARS 15?Omm mmj 2135;;'m OR 2285 mm mm lUNG.FOO ~ 1 QUANT[TY I rfjl ~ ~"I,"IE pm lIT ~~ fqt-tP R.I[11 tt-ttt1U ~~ 1lIID I1I11 I iT r j lor BAS[N \ 610 mm WIO CURB BOX 165 mm w/CURB BOX BASIN OFFSET MEASURED TO l OF IAANHOLE OPENING I TOP OF MASONRY -, V :--:- ~Il , I. .II ',1 ["125mm COVERII ,I 765 mm I " " ,{-ZOO mm FOR \220 mm AND 1':i25 nun LO. 230 mm FOR 1830 mm TO 2('3" film 1.0. 2 "13 TOP AND OW. BARS E E 1. ~ OF '" BASIN 4 "13 8TM. BARS 265 rnm e.c. FOR LENGTH SEE TABLE A TYPE A CATCH BASIN ----~-- "16 BARS AT 175 mm c.c. ---- __.1. ~ FOR 1525mm AND 1830mm 1.0. -16 BARS AT 150 mm C.c. FOR 2135mm AND 2285mm l.D. lJl. . A u u E E = ~ ~ < 1 I ~ u'\ ~ 1_ _L~ o I~ ~ ~L, = ~ I / I . \ 'tl " hE E E i' I' ~ ~ < m .J I"",' ~~~~ JD. \J'2 "16 8AR5 TOP. 2 Bn.1. w w ~ ",-, m ,3.!J 355 mm WITH OR WITHOUT GUfTER LINE I CURB BOX TOP OF -r -'llTOP OF GRATE MASO, NRY ,\ ~ _~,' ~,GUTTER LINE "\6 BARS .---- _ IL _ 1-[ 125 mm I.lAX. ~~~ ~~ ~OCNG I~\ ~.~::I_-l ~~g ~~AiONCRETE Lz -16 BARS.: "-- -16 BARS SECTION T-T TYPE B1220 CATCH BASIN u w SEE DRA[NAGE TABLE 200jF?~-- ~_m.~_~2~._~~~830 mm }200. mm 2135 mm OR 2285 mm mm 4 "16 BARS I' ~~ .; 165 moo LONG ++-fEtli :':',,' .;~~:, ti~~: ~.~ ~ J. J::.t- "- ~ -Ii'LJ_1 - ge " I - ~E' ,. ~ l-lGBAR-- -- "16 BARS. 355 mm LONG -H; BARS I lTYPICAU m' '. t OF BASIN AT 230 mm c.c. E E ~ :? ~ 'l OF BASIN ~ ~ ;i, :.: I TYPE A MANHOLE \ OF BAS[N Ii 11 I "16 BAR AT THE BOlTOI.4 5. :::''') /' ~ -T65 mm : ' 1tJ ~l] 0.. II.'J~'~ "16 BARS AT: ~I" V 2 30 mm c.c. F.i~_ W-L I 12Z0mm I.D..115mm c.c. FOR 1525mm AND 1830mm [.O.,150mm c.c. FOR 2135mm AND 2285mm 1.0. 'l OF BASIN TYPE B MANHOLE wITH OR WITHOUT CURB BOX SLAB HBLE A lABlE B LENG TH W/CB WIO W/CB WIO 1620 mm 505 mm 660 mm 3 4 1925 mm 810 mm %5 mm 5 G 2230 mm 1115 mm 1210 mm 6 7 2535 mm 1420 mm 1515 mm 8 '3 2685 mm 1570 mm 1125 mm '3 10 TYPE A DRAINAGE BASINS REOUIRED HORIZONTAL STEEl REINFQRCEWENT 1220mm X 1220mm X 1220mm X 1220mm X 1220mm X 1220mm 1525mm 1830mm 2135mm 2285mm 2.13 2.44 NO - :- REiN[ORCEME~T REQUIRED " , 3.66 z 4.27 533 Sq mm/m z 5.41 5.79 [ j 181 SQ mm/m ,...~ I I- 6.40 . - ~ I6J 1.16 o 7.92 1044 sq mm/m 9 , F ED ROAD STATE REG. NO. CO~HRAC1 NO. SHU_T TOTAl NO. ;HrrTS N.Y. 0258723 J9 58 [lHAINAGE IMPROVEMENTS AI FOUR LOCATIONS NY25 & NY27 SH829t. SH812'J. SH'DOS SUFFOl.K COUNTY NOTES: P.!.N. 0042.14 I B.1.N. l. THI') SHEET IS A RfG[ONAL GUIDE SHEET. CERlAIN DUAlLS I.4AY NOT [IE APPLICABLE FOR TH[S CONTRA(1. OFFSETS FOR (AWl BASINS ARE MEASURED TO THE GUTTER LINE. orFSE1S FOR MANHOLES SHALL BE I.IEASURED TO THE CENTEn LINE OF THE MANHOLE OPENING. SPLICES IN HOR[lONTAL WIRES IN WIRE FABR[C FOR CONCRETE RE- INFORCEMENT IN THE OUTSIDE FACE OF WALLS OF SQUARE OR REC- TANGULAR CATCH BAS[NS ANO NANHOLES MAY BE MADE ONLy IN THE IJIDOLE TH[RD OF THE WALL LENGTIl. WHERE THERE IS [NTERFERENCE wITH UTILITY LINES OR FOR OTHER REASONS. [T IAAY BE NECESSARY TO INSTALL CATCH BASINS WHICH WIll ENCROACH INTO THE SIOEWAUI AREA. IN SUCH C.r..SES. THE PLANS WILL INDICATE, OR HIE ENGINEER WILL ORDER THE "FRAME REVERSED:' THE CONTRACTOR StULL THEN INSTALL THE CATCH BASINS ROTATED 180 DEC. FROM THE POS11l0NS SHOWN IN THE PLANS ANO wIlli TilE FRAl.4ES REVERSEO. WHEN AN OFFSET CATCH BASIN [S PLACED IN THE SIDEWALK AREA, THE COLLAR FOR THE MANIlOLE CASTING SHALL BE CONSTRUCTED H[GHER TO MEET HIE SIOEWAlK GRADE. ALL CATCH BASINS AND MANHOLES WITHOUT SUNPS SHALL HAVE FORMED [NVERTS. EXCEPT FOR THE FIRST BASIN ON LINE, WHICH WILL HAVE A SCOOP. FORlAED INVERTS SHALL BE PLACED AS SHOWN. AND A.O.B.E.. wITIi STRA[GHT LINE TAPERS BETWEEN OPPOSING INVERTS AND BETWEEN D[FFERENT PIPE DIAMETERS. WHEN ANGLE BREAKS OCCUR. THE FORMED [NVERT ALIGNMENT SH.r..Ll HAVE THE MAWAUM RAOlUS POSSIBLE. BRANCH UNES SHAll BE BROUCHT INTO THE MAIN FLOW LINES WITH RADII AND TAPERS IN THE OIRECTlON OF FLOW. 6. FOR AOO[TlONAL NOTES. SEE DRAWING ReS 98-1. 7. SEE DRAWING Res 98-2 FOR EXCAVATION ANO BACIIFILL PAYMENT LINES. ITEM 604.501012 M 604.501013 M 604.501014 1.4 604.501015 l.4 604.501016 M 604.501022 IA 604.501023 IJ 604.501024 M 604.501025 U 604.501026 I.l ITEM 604.501011 M 604.501013 I.l 604.501014 M 604.')01015 1.4 604.501016 I.l TYPE A BASIN CATCH BASIN AI220 CATCH BAS[N 1525 CATCH BASIN 1830 CATCH BASIN 2135 CATCH BASIN 2285 (\ 220mm X 1220mmJ 1\ 220mm )( 1525mmJ (\220mm )( 1830mmJ 11220mm X 2135mm) 11 220mm X 2285mm) 11220mm X 1220mmJ (1220mm )( 1525mm) 1\220mm )( I 830mml 1\220mm X 2135mml 1I220mm X 2285mml 355 mm W/CURB BOX 200 mm WIO [URB BOX I TOP OF GRATE AT BAS[N OFF<;[1 MEAjIJR[O ~'~ 1 . GLUINTEIER TO GUTlER L1N[ i. 6 r"~PJ :,,~ASONRY " ~ =-1fi I ~. ~il. mm- .' I . ' .200 mm ...-:L.- ~ ." "CONe. ~ "16 8'R5 ,.' ~ ._.-= 1 \:. TOP SLAB , 230 m~ c.c. 25 mm'I'-- ,\ COVER \-116 BARS. ISO ~ 100 mm c.c. mm .-- M[N. I 765 mm WICURB BOX 1 r;= 610 mm WIO CURB BOX , ' ;.1' L 1 r 15 7m~ I r A1 ~~ ! :71;'~ COVER,~ I 1115/ mm r ~. ~ i .~~ Il~ll~~~ II 'I'J.\Lk BASIN OFFSET MEASURED I 3'j5 mm W/[URB BOX TO GUTTER LINE l 200 mm W/O CURB BOX 25 mm t 1! TOP OF GRATE COVER ~ '_1 GU_HER_L1NE TOP or MASON,RY_ \ =: -13 BARS _\ ~-==--= 11125 mm MAX. 280 10m c.c. I,..--i-- -'---";'1'1 ..111m): t, , ,) fl' 1'16 BARS.. f I, -~ 'I '4 '16 8ARS 230mm CC FOR 1220mm ID mm --150 mm I.4[N. 115mm CC FOR 1525mm ~Q.-- 1830mm [[). 150mrn CC FO."..-- ) ~_mm ~--f~n~~~-------:- I ~tn ~~ ~:~:~ .. ~--1H~ ~;_.~---. ~.\ ~H~-~~-~m: ~ r e-_,_22.85 mm'~l~-ft;) 190 m"', MIN~: j'Fs= mm 15 mm r.--(.o",1"~ -:JF'\\IJ~~O~ I~__,\~~ I I. - \. OF BASIN TYPE B CATCH BASIN -- - GUTTER LINE ----"1 r~ 125 mm f100 mm J "16 BARS 10'0 mm - 20 650 mm -i ';,!~ '1m i~;,~~ ;~~ mm :::~Tio:OP .. _~~mm11[~ "1 L'lo~ I~m mm 1830 mm TO 2285 mm 1.0. 2"16 BARS B1I.I.. 1 TYPE B DRAINAGE BASIN ~~85mm · 1320m "1' ,I il ~ LONGr ',\- <SHOWN WITH CATCH BASIN CONCRETE TOP SLAB} " ", ~ I ~ E' '-4 "16 BARS ! t2. E- I lb' 5 _ _ 1320mm LONG E ~ 2 TOP. x I~~~O~R~I[:~~~[;A~~EB:~~N ~ f ~,_r.il 0 2 BH.t ~: :>: ~/~IL i'B ~. ~!I , 1'16 "M. ~R\ / lJoj 1 j 11115 mm ::dd:::L 300 mOl lONG -",_f!lm., 100 mOl 1420 mm MIN[NUN " TYPE B1220 CATCH BASIN , rC : : I, \L, l OF B'SIN ~ I.b. j;, ~ r. OF F'PEl #' WIRE FA8R1C REINFORCEMENT LUI' , l or BASIN - I 1 I \ 610 mOl WIO CURB BOX ~ 765 rnm WI CURB BOX 100 I mm l.4ANHOLE OFFSET- t.4EASURED TO TH[S POINT ~~[ MANHOLE NANHOLE I.lANHOLE MANHOLE WANHOlE 1220 1525 1830 2135 2285 TYPE B BASIN CATCH BA')IN BI220 OR C (\220 mm I.D.t CATCH BASIN 1525 (1525 mm 1.0.1 CA TCH B.r..SIN 11130 11830 mm 1.0.1 r:ATCH BASIN 2135 QI35 mm 1.0.1 CATCH BASIN 2285 (Z285 mm [.0.1 604.5010231.1 IJANHOLf 1525 1I525 mm 1.0.1 60'1.501024 IJ MANHOLE 1830 (1830 mm I.DJ 604.50l0251.A lAANHOLE 2135 12135 mm 1.0.1 (,04501026 M MANHOLE 2285 (2285 mm 1.0.1 All OIWENSIONS ARE IN m OOlESS OTHERwISE AS BUILT REvISIONS NOTEO SIGNA1URE OATE CATCH BASINS AND MANHOLES .Co:.::__ FILENAME I RGS.lI[T STATE or NEW YORK DEPARTMENT or TRANSPORTATioN R[(~ION 10 I Dtdf I OPhW!lH, fjll. 51\4/98 R(,S'J8.3 ') ~ d o ~ ~ .. .. ~ N ~ .. .. / -':' : . . /n li~ "'" .. ;ro; U;~ 4 ~, . ~i8. ~, ii :ti~S' I~~ "- WW ~~ ,,' _10 + ~'i - + .. GUTTER LINE '2 w " 355 10m - TYPE (-1 IWITH CURB BOXI 200 10m - TYPE (-2 {WITHOUT CURB BOX) o ~ ~ ::' TOP or t.4ASONRY o W ~ '5 S ~ ~ E z W 0 Z ~ t: . ~ "' z W ~ o z 15 film TYP. ~ w [;l ~ u W ~ u ~ w o :" ~ tJlNft.4UtJ WIRE F 0\81<11: g; REINFORCEMENT rOR EACH CAGE HORIl. wIRE';; 551 .gq mm/m VERT. WIRE'); In S<l mm/m "II; BARS ~ 300 10m EACH WAY ~ w :0 ~ w C TOP OF GRATE AT GurTER LINE , C!115 mm MAX. z 0 S; ~ ~ W ~ ~ '" " ~ w ~ n: C W ~ 200B15mmrYPE (-1200 j"'i35mmTYPE e2n OE c;E 1 150 film t.4IN. 150 10m TYP. , 15 10m ~' '_ "AX. E ,/ ........ " ( \ 1.0. SEE NOTE 2-10 E E c; N OE_ ~E. ',-_ .:,,>,' ~!.:.~ lit.J,o, ' lzoo 10m SECTION C'C TYPE 'C' CATCH BASIN ITEM 604.501011 M ,. v, "' FOf\ DIMENSIONS AND REINFORCEMENT, 51:.[ "PRE(A~T CONCRETE TOP SLAB OFFS[ r (ATCH BASIN WITH MANHOLE." ;;~'.~~.; ] - "19 BARS HOOKED BOTH ENOS 255 mm ~oo 10m , w tl " u ':' u rIIIIIIITllltHlnrr[[jJf.~lm -2 - "16 TOP BARS WIRE FII.BR[C REINFORCEMENT, 80TIl FACES. VERTICAL WlRES ')3 \ -'>'1 mm/m OPTIONAL CONSTRUCTION JOINT ~ w o w G ~ W L' 2 '16 TOP 8ARS, VAR. LEtJG TH 150 mm C. TO C. ~ w '3] " , E L~~ en '.' .J M[l; BARS 11111 Um lONG ;' 11)1' .0; ;' (101 TOM I',t) nun r. 10 c. HORIlONTAL \ ~\ " " "' ~ ~ ~ 'If. TOP BARS. VAR. LftJPfI ISO mm C. TO C. ~--- 3 - -16 VERTICAL BARS I ~l1N EACH 'All y'1 riX FE9 RlJAll )fA TE IU_G. NO. CONTRACT NO. rurAl jllfJ T', ';lIlfT "Ii). D258723 '0 58 /'- _,f\ N.Y. 300 mm E E o :ci fB/.~ :----\ .' 0' .We \ o.~~ / " / ---- /" DRA!NAGE [tJPRQV[MENI5 A! NYZS & NYZI SH829[. 51-11'.;:>2'3. <;1t'J30') SUFFOLK COIJNIY P.I.N. OOtl~.14 FOUR LOCATION') P[PE --, [t4vERT\1 B.[.N. NOTE S: 1. TH[S [5 A REGIONAL GUIDE SHEET. CERTAIN DETAILS MAY NOT BE APPLICABLE FOR THIS CONTRACT. 2. BOTTOM SLAU DRA[NS SHALL BE OMITTED [N BASIN SUMPS ADJACENT TO BRIDGE5 WHERF EXFILlRAIlON OR [NFllTRAlION [5 UNDES[RABLE. AND AT OTHER lOCAIlONS AS OIRECTEO By THE ENG[NEEn. THE COST OF FURNISHING AND PLACING POROUS MATERIAL IN THE BOTTOM SLAB DRAIN SHALL BE INCLUDED IN THE PRICE BID Fon BAS[NS. POROUS MATERIAL SHALL BE CRUSHED SlONE, SCREENED GRAVEL OR CRUSHEO SLAG. SllE &. 2 AS DEFINED IN TABLE 703-4 OF THE STANDARD SP[CIF[CAT[ONS. 3. THE CONTRACTOR WILL BE REQUIRED TO DIG TEST HOLES AT EACH OFFSET CArCH BASIN LOCATION TO DETERMINE THE EXACT LOCATION OF ANY UNDERGROUND OBSTRUCTION OR UTlLlH LINE. UNLESS THE EXACT lOCA TlON IS SHOWN ON THE PLANS. HlESE TEST HOLES Will BE PAID FOR UNDER TilE ITn.4 FOR THE TRENCH & CULVERT EXCAVATION UTILITY SHARE. IF A UTILITY IS INVOLvED. OTHERWISE UNDER THE TREtKH &. CULvERT EXCAvATION RO^DWAY SHARE. ~. FOR ADD[TlONAl NOlES. SEE DWC. RGS 98-1. 5. SEE OWC. RGS 98-2 FOR EXCAVATION &. BACKFILL PAO.lENT LINEs. : I I ~\ I 'I. I.D., /1 3.\~ I rl. ,_ .......... ___ /n., , "l ,. '.' ~'.: WIRE FABR[C REINFORCEMENT I L , 2 I . ~[ ,', y.J X SECTION y.y BASIN IN DRAINAGE LINE SUMP DETAil (AS REQUIRED ON PLANS) SECTION x-x SCOOP DETAil FOR FIRST (COST TO BE INCLUDED IN PRICE BIO FOR BASIN ITEMI 2160 mm "AX. 1 2135 mm MAX. GUTTER LINE [ TOP OF MASONRY 355 mm MAX. 3050 mm TO M[N. 2160 mm MAX. 3200 mm TO MIN. 2135 mm ":ITH CURB BOX WITHOUT WIlB BOX 200 mm r 125 mm MAX. -- if 200 mm JpRECAST CONCRETE lOP SLAB GUTTER LINE SET AS APPROPRIATE 50 mm MIN.t (kdll . :', - PLACE STEPS ~55 m~ ON THIS WALL MIN. FOR ACCESS TO BASIN DET AIL I BASIN WITHOUT MANHOLE z o >= < > ~ "' ~ ~ W > " 2 '[6 TOP BARS 1730 mm, 150 mmC.roc. FOR OIMENSIONS AND REINFORCEMENT SEE --- "PRECAST CONCRETE TOP SLAB OFFSET CATCH BASIN WITH MANHOLE." .16 vERT. BARS. MIN. J55 mm - MAX. 1220 mm '16 CORNER BARS 910mm lONG 4 EACH CORNER 150 mm C. TO C. HORIZONTAL OPTIONAL CONSTRUCTION JOINT J::~_2_5--.:~__~~: r ;~7~o~~~oB~i~10~-:;; F ~.1~ ~1c. TO c. HORIlOtJT AL ~ -.. f - - - \("'flONAl eONSTRUeflON JOINT ~~~/"j, - HIGHEST ELEVATION OF UTILITy I UTILITY LN LINE OR OBSTRUCTION / OR OBSTR." MAXiMIZE SLOPE ---- -/ I 16.67% I,AIN. TO 50% MAX. 150 mm MIN. ---"1 50 mm MIN. TYP. ~ r 3-'16 VERTICAL GUTTER LINE ~:_~A~~~~~~. WI~~H ~ BARS [N EACH WALL ~ 1065 mm MAX. "- 30S mm TYP. UTILITY LINE OR OBSTRUCTION ISO mm M[N. -4 r t F OFFSET CATCH 3-M19 BARS, HOOKED BOTH ENDS TYP. 255 mm h,pi FORMED INVERT w ~ n: W :~ g~ "" ~~.~'~ "- -------- -~--=- -------,---,--- --::- ---- - - --- ---- ---- I De a: 1 I :<:E C: 'j' I . I . '=c 'illU~ OFFSET r..:, i l1 j.... r ---'16 CORNER BARS <1 EACH CORNER 2-'16 TOP BAR5 INTERH" TIMBER SHEETING TO BE LEFT IN PLACE 4-'16 BARS 100 mm---- C. TO c.. 2 TOP, 2 BOTTOM. HQOKEO ENOS SECTION E.E \ H"1 E E o :ci j1 II ~E ge. 1305 mm E E o N N .. ~.' 2-'16 vERTICAL BARS TYP. '\6 BARS. 305 mm C. TO C. EACH WAY ~~ II l~o ELEVATION CA TCH BASIN WITH MANHOLE ALL DIUENSIQN$ ARE IN m UNLESS OTHERwISE AS BUlL T REVISIONS 4 - "6 BOTTOM BARS 300 mm C. TO C. 2 - -16 BOTTOM BARS 150 mm C. TO C. H.J PRECAST CONCRETE TOP SLAB OFFSET CATCH BASIN WITH MANHOLE E ::~.H~;.'~".' . ....f- ~+-r-./~. .,.. ~~.J ,-,'rf .~. '16 BOTTO" BARS CURB BOx__ __ '__ ~~, / '--, 965 mm LONG 765 mm "--, '\~'-"> ~ " /.- 1730 mm LONG 150 mm C. TO C. r.-Il[~ ~/-E-= ~i5~~: ~Oi~O~BARS, VAR.lENGTH H 200 WIRE F ABRle REINFORCEl.lENT ~ mm BOTH F ACES, VERTICAL WIRES 533 Sq mm/m. TYP. NOTED mm ..L1 L F 2 - '16 TOP BARS VAR. LENGTH ISO mm C. TO C. TYP. SECTION F-F 200 mm) """"""- , ..... ..'~ ~~ ~ ',::;,.'~ 40 mm MIN. _ L~} ,:O~.:.~ COVER TYP. 1-.:1. _ ."__~ >\.<:' lJos'I\122~ ///\ mm mm,/ -- OPTIONAL CONSTRUCTION JOINTS --~ . "~-2 - '16 BOTTOM BARS VAR. LENGTH ISO mm C. TO C. TYP. -- 3 - '19 BARS, BOTH ENDS DATE SIGNATURE ,f1 ~054 "----WiRE FABRIC REINFORCEMENT. BOTH FACES VERTICAL WIRES 533 sq mm/m TYP. CA TCH BASINS mm <1 - 116 BARS. 965 mm U(N.. 2.413 m MAX.. 305 mm C. TO C. STATE OF NEW IORK DEPARTMENT OF TRANSPORTATION SECTION H-H OFFSET CATCH BASIN ITEM 10604.5018 M L--.'6 BOTTOM BARS 1130 mm LONG 230 rom C. TO C. Rf_r~[ON 10 [)f'hWHIC WI. Rf:.';i18 ~A FILE~UlAE Rcs...n ~ " " . . ~ ~ '" ~ ~ N ~ '" ~ ~ : . /n ~I"'L g'if . S'& . /& ",N ffi;' t "')1'" ~~* I~~ , ~~ ...J..... ,> ;:~ + ~~ ~.- + :> " ~ W Q rRAi.4E AND GRATING wITH OR WITHOUT CURB BOX AS CALLED FOR IN TABLE OF DRA[NAGE STRUCTURES ~ u w ~ ~ W Q :" ~ < oc Q I ZOO mm I 0.6 m r rYPJ(~ AI. ~ > j )oS ~ 7'l mm rOTAL INTERIOR AREA OF WAll OPENINGS - SEE TABLE BELOW ~_. r OPTIONAL j CONSTRUCTION JOINT - Z ..~ ""- .,.., .:.c .--- .:;i ~ ." ~."., WI'i'." 7 r~~1 t~~ '\ BACKFILL ALL AROUNO -~ WIfH POROUS UATER!AL. SIZES I AND 2 GEOT[xTllE UNDERORAIN ~ I. ~ 1'=!Je", = = = I ~I-:; I~.:rt ~~ ~ I- ~;3 ~-:- I Z I- t- Z -.:. ~! <( ><::t' :..:.... IC;~ ~o ~ E~E~~ 1>-; c>;2 ~ -.:? D- ~:,. ~c~ f{iJ :,.(.{ >. CONCRETE FOOTING / 305 mm ..1 // 300 mm POROUS MATERIAL _// (SllES I AND 21 ~ w o l~ < ;: , , '" nt:::i5::Jc:=Jc::::Jc:::::J ~J I~,__IOO mm"MIN. 1 r 205 mm MAX. c:::::::J c:::::::J c::::J c:::::::J c::::::J ~ r-25mm",'. '" 15 mm MAX. '=:1' =T= = ~ T 'J~ SECTION B-B LEACHING BASIN TYPE B-1 & TYPE B-2 (SEE TABLES BELOW FOR ITEMSl t:: ~ "' , lTEl.4 604 .501002 i.4 .501003 M .501004 M .501005 M .501006 M INSIDE LENGTH 1220mm 1525 mm IB30 mm 2135 mm 22B5 mm MIN.. sq m .360 .445 .5\5 .5BO .5BO MAX.. sq m .505 .595 .6B5 .115 .B70 I TOIAL INTERIOR AREA OF WALL OPENINGS .;; o '# " , "' c, r-- __J~.N..GI..H_J~RIES_~E _!A_~~~_ --, ------=--=::.::__=___ 4--1] BOTTOM 200 mm I I rr - - -++:r+ -+ -+ -t I ~~tSF~:5LE~~ TH ~;~~: ;g~oA~~ ~~T,:?" \ I~J'~IUt-1-r-r.crr 1 h 5EE(0 L jr;mm mm OXlr~~:~r J : ;;;b' ~~rLrg~G BARS .. II \ Ittk~v tt:tl:i 200 mm t ~200}610 mm W/~j .C ..C-. -- ,- -~" t~~';;'TTO" BARS. CURB BOX 200 1520 mm lONG FOR mm_165--;;:'~-W;-" mm QUANTITY SEE ifi-) CURB BOX ~ "' ~! ~ , ~~ CONCRETE FOR TYPE B-1 TOP SLAB LEACHING BASIN ,r " " TyPE B-1 CURB BOX---- BI220 &04.501002 M BI525 604.501003 M BI83l 604.501004 t.I B2135 604.501005 IA 82285 604.501006 M WITH 505 mm 810 mm 1115 mm 1420 mm 1570 mm (5) W/O 660 mm 965 mm 1210 mm 1575 mm 1125 mm (6) WITH W/O 3 4 S 6 6 7 8 9 9 10 " ," "> " ~ . J'J'i ~ mill: :1' ;nll t EO mill I Gur rER LINE WIIH r:WHl ROX il~l FRAME AND GRAtiNG WITH Ofl WJ[HOUI CURB BOX AS CALLED rOR IN TABLE OF DRAINAGE STRUC!UR[') -13 OIlRS. !i! 280 mm c-c 1 "Hi BARS. iO 115 mm roc i j '[200 m~ I 4-"16 BARS. 915 mm lONG.-\ l2 TOP. 2 BOrTOUl_ _ _\\ ~ --- -____~3'do 1~ -:f!'h .,~..~, ,.L - [-I.[) ~~t$! I II j! . ~, -I ~~r )1)_ STEPS, 405 mm C-C., 5EE '_ ~~_-':::":'T ~/ SECTION B-B FOR 1_ ___ ---~1i ADDITIONAL DETAilS ~~ Ii 1 4-'16 BARS. 'lIS mm LONG. ---- (2 TOP. 2 BOTTOM! W!lllilllf (III<B BUX GEOTEXTILE UNDERORA[N I l'r~1 _j 25 I nlln ~o mm C()V[P I I I 11.1. ~~v~r~ -t 1 WiRE- F ABRlr: FOR .1' CONCRETE IREINFORCEMENf TorAl INTERIOR AREA MIN. AREA OF OF WALL W[NINGS .....1.:; I CIRCUMFERHHlAL .775 5'1 m MAX. I REINFORCEMENT .580 sq m MIN_ 360 sq mm/m L OPTIONAL I CONSTRUCTION _..1 JOINT " I --GEOTEKflLE ~ 25 mm UIN. ., ,. UNDERDRA IN S _ '-0 CJ 5~m I.l~JE::I c.' I ~ I ~ ,', &'.0" I ~~o > "'i1;~Fijj"",," '" " 100<( Vl C l::J 1/1 1lX:'1 I co I 0--0: 'Zg~ 0 ~ ~ 'c:::::J t:J 1E5~~z Del t=I c::=J ClO I ';::;; ~~.,~ Cl c::::::;J = c:::::l 0 .. luJ<.nEO Oc:::J = = CJo. I E6Ej'~c:J= -== =c:J~' I",;~~;.cc:::l = = CJo. I ~I~ ~.. :,:.;;,,,, = ,L=_ ~~L. ~_~_n ~ .~,:]]m> /'~- )~ -~-- / 125~1 1.200 \ mm mm '\ BACKFILL All AROUND ~ WITH POROUS IolATERIAL. SIZES I AND 2 ~ -"\ b Bi\.flS. ' 1.)20 ~rn LONG I 10SIN~m I I I r I I ')25 mill OIAMETER 0_.6. m_-= TYPICAL CONCRETE FOOTlNGj ,/ 300 mm POROUS MATERIAL --~/ !SIZES 1 AND 21 IN BASIN SECTION C-C LEACHING BASIN TYPE C-1 & TYPE C-2 ITEM 604.501005 M ". '16 BARS. 6\0 mm LONG, 100 mm c.c. TOP & BOTTOM FOR QUANTITY SEE A) 5--\3 BOTTOM BARS. 280 mm (-( 685 mm lONG wITHOUT CURB BOX 510 mm lONG WITH CURB BOX LENGTH VARIES SEE TABLE -. 2-"16 BAR 815 mm W[THOUT -- - TOP & CURB BOX BOTTOM. 660 mm W[TH 1520 mm CURB BOX _ ____ 19~~ 610 mm WITHOUT -- CURB BOX 765 mm wITH CURB BOX 200 mm 50 mm lAIN.-' COVER lTYP.Jl 'iso-r _.JJlm BOTTOM -- ~-i __u__ ..U 200 1220 mm mm j 2-"16 BARS - TOP & LENGTH SEE (I) CONCRETE TOP SLAB FOR TYPE B-2 LEACHING BASIN !SEE SECTION B-B J:OR DETAILS or BASIN BELOW TOP) ~ :" C w 2 L~ E E q;1 I 610 mm WIO "" _~UR~ __B_O_X___ 7&5 mm WITH CURB BOX C --.J CONCRETE TOP SLAB ON TYPE C-1 LEACHING BASIN 4--16 BOTTOI.l BARS. LENGTH. SEE ':1) '11'/0 CURA BOX i 15 mm c.c. WI ClJRB BOX 150 mm c.c. LJ 200 mm TYPE B-2 B1220 604.501002 M 81525 604.501003 U BI830 604.501004 M 82135 604.501005 M B2285 604.501006 M rU -- .u-------l 1J-~lf1'tj+l:: J~~I..ltL 11 . \- t. 2--IJ BOTTOI.4BARS. r ]fc]~5:t ~~~% 'I. +. j Il" I LENGTH. lEE 'j, I 1......;- GUTTER L1NE_!:. L "',_ I ll-ll - . "'/CURB BOX -- -~---- - G-__, I - -16 BOTTOt.! BARS. 1520 mm LONG. t ,:_- _ GUTTi.~ L1NE_'!yIQJV~ W!..~-t--=t- --I aUANTITY SEE 2,1 .,, 'll -31 '., 14 70 mm 1 0 0 1775 mm J 355 mm 2 2080 rom 5 665 mm 3 23B5 mm 6 965 mm J 2535 rom 1 IIt5 mm J FEO ROAD STATE REG. NO. C01HRACT tW. fIJT^L .~~ 58 C,Hlf.I NO. N.Y. 0258723 '1 DRAINAGE IMPROvOAFNfS At NY2S & NY2 r 5H8291. SHAng. SH'BOS SUFFOLK COUNli P.I.N. 0042.14 ~OUR LOCA TION, I B.!.N. NOTES: I. THIS SHEET IS A REGIONAL GUlDE SHEET. CFRUIN DETAILS IJAY NOT BE APPLICABLE FOR THIS CONIRACT. 2. OFFSETS FOR lEACHING BASIN TVPES B-1. B-7. AND C-I ARE MEASURED 10 THE GUIIER LINE. OFFSETS FOR tEACHING BASIN TYPE C.2 ARE MEASURED TO THE CENTERLINE OF THE BAS(N OPENING. ~. WHERE THERE IS INTERFERENCE WITH UTILITY LINES Ofl FOR OHlER REASONS, IT MAY BE NECESSARY TO INSTAll ROAOWAY T~PE LEACHING BASINS WHICH WILL ENCROACH !tHO THE SIDEWALK AR(A. IN SUOI CASES, PLANS 'll'ILl INDICATE OR THE ENGINEER WILL ORDER THE 'TRAME REVERSED". THE CONTRACTOR SHAll THEN INSTAll THE LEACHING BASINS ROTATED IBO(l FROM THE POSITIONS SHOWN IN filE PLANS, AND WITH THE FRAIJES REVERSED. 4. POROUS MATERIAL FOR FILLING SHALL BE SCREENED GRAVEL, CRUSHED STONE OR CRUSHED SLAG, SIZES I AND 2. AS OEF INED IN fABLE 103-4 OF THE STANDARD SPECIFICATIONS. 5. FOR ADDITIONAL NOTES. SEE OWG. RGS 98-1. 6. SEE owe. RGS 98-2 FOR EXCAVATION & BACKFILL PAYI.4HIT lINFS. :;; w ~ :: \. Q i" ~ o 1<<' BASIN Ii. I . >.L::.i /~H' Nt-I I;=;'~ !II-II~ ~~f 1 : i : i,i)) \-1~111 'I~ ."1'.:"::1--+ nl/J . c \1 -I CONCRETE TOP SLAB FOR ROUND FRAME & COVER ON TYPE C-2 LEACHING BASIN 100 mm 1--5 BAR. BOTTOM '5 BARS. \15 mm c-c All DIMENSIONS ARE IN m UNLESS OTHERWISE NOTED AS BUILT REVISIONS SIGNA TURE DATE LEACHING BASINS j- FILENAME RCS.~T STATE OF NEW YORK OEPARTMENT OF TRANSPORTATION I OAn I-m;^~~ 5115/18 R(,S'+8 ~ I REGlml 10 ~ " " .; . ~ ~ '" 'l' ~ N ~ '" 'l' ~ ~ . -L~ . .. ~, ~. ~N ~, ~ W> . ~'" ~ 3, i.i ',IlS' I!~ w.ii ~~ -01.... '.1 ~g ld + + ~ 8 :;: '" ') .. ~ w o :e ~ ~ ~ o .;; D ~~ ~ ~ " ,,' 'd > "' u w " ". , u ,n u W ;~ ,e' W Ll :~ Oi :'i , u. , " 'd ,~ " 2--16 BAR'; 11/0 rom LOU(; AT 75 10m (( 2-.)E.8ARS air; Inm LONG AI 7S lOrn (-( A L 2-116 BARS 81S 10m LONG AI IS 10m (-[ bjl 1 11-"16 BARS. 915 10m LONG. ,I (2 TOP, 2 BOTTOM) ~ 610 10m W/O CURB BOX HiS 10m WITH CURB BOX 4-"16 BARS. 915 mm LONG. \ 12 TOP, 2 BorTO~1 \. J 1" ..-- I E Y w E , 0 ~, C"-' w W< ~ ~~ L 'D on. -, -~ (:"J \. ~i' en w " E E .~ n ,. A .-J' "~BASIN OFFSET I.AEASUREO TO THIS POINT CONCRETE TYPE D-j "1(, lIARS, Q 150 10m C C CONCRETE TOP SLAB FOR TYPE A LEACHING BASIN :''.J,;:m1. ,n I 'I -..-------- 1200 lOrn-- I 1 1 l.06m. : I TYPICAl : ~ GEOTExTflE -1".-', . ~ UNOERDRA[N '-, g / //- ,-- MANHOLE FRAME AND COVER AS CALLED FOR IN THE TABLE OF DRAINAGE STRUCTURES -,*1;., "16 BARS. I fI ISO 10m t-c I = = \ L- m ." fe'IOO mm "IN. BACKFILL ALL AROUND ~/ ~__~~____?!l!9__rn_m[.Q!l.4[H. ------. WITH POROUS NA TER[AL. SIZES I AND 2 SECTION A-A LEACHING BASIN TYPE A ITEM 604.501001 M \. , o .-J' STEPS. ~05 mm C.c.. SEE SECf[ON B-B FOR ADDHIONAL DUAlLS TOP SLAB ON LEACHING BASIN GEOTEXTlLE UNDERDRA[N 4-"\6 BARS. ' 1320 rnm LONG WIRE FABRIC FOR CONCRETE REINFORCEl.4ENT 360 sq mm/m GEOTEXTlLE - UNDERDRA[N k--- BAS[N Q.. I ~ :e w ~ o \. ~ ~ ~ o <:-, '~lM . /n .1 J1.11hr 0,,11 I~' 1'( ,,~" 1 t I : 11\\ \, 1 II 1.,lll \ ..1111.1/1 .......1...:. ":"1:-[ 411/1 ": I 100 mm 1 ""1& BAR. BOTTOM "1(; BARS. 115 mm C-C CONCRETE TOP SLAB FOR ROUND FRAME & COVER ON TYPE D-2 LEACHING BASIN , "13 BARS, C! 280 mm C-C , '16 BARS. C! 175 mm C-C "205 mm I~ w oZ I ~ ~~ > ~ 100 mml 0 'ji::; M[N. z;:;::....J I ~ OW E g::r. 1 ~ ~~ N VI':=:; I~ '1'.' 25 mm" , - :~ ~O mm COVER .1~ 1525 mm O[AI.1ETE~_ " ~I: -: \TOTAL FOR ALL] :. "t.: SECTIONS INTERIOR AREA :'\.... .:.: OF WALL OPENINGS = : ' ~ : 2.325 SQ m MAX, ~ ~ ,. 1.140 SQ m N[N, ;. . JOINT l " '. I" I~ I~ o I~ I"' I: Z I~ I~ I: = = r:;:JO c::::J = c::::J C OCJ = = r:;:JO CI c::::J = c::::J C o r:;:J c::::::J = 00 CI t:::I = c::::J C CCJ = = 00 C c::::J = c::::J eI 00 = = 00 c c::::J = c::::J C OCJ c::::::J = 00 JOUH ~,,' ~t~ ~.~:.' ::= ~ :m:I:: =:::: E :; ~ :", 0 r:;:J c::::::J = CJ 0 ~ E UlZ _' eI c::::J = c::::J CJ .~::G Ela.. co = = OO.~ EO- CJ c::::J = c::::J C ;? j~ c r:;:J = = 00. ..,': 0 c::::J = c::::J CI -j ;; 0 ~ mm~N =J LCJ 0::: 205 mm MAX. JOINT .,~ .p c = = = = 0 ~ CJ c::::J = c::::J CJ 0= = = 00 CJ c::::J = c::::J CJ I I -- CEOTEXT[LE UNDERORA[N 1 I I 1 I I 1 E I E ~ I '{; I I I 1 I I 1 I j 200 mm 00 = = 00 o c::::J = c::::J CJ 00 = c = 00 = = 00 = = c = 00 CJ c::::J = c::::J 0 CONCREfE FOOTING I ]00 mm POROUS MATERIAL ISIZES 1 AND 2) [N BASIN rz"l mm BACKFILL ALL AROUND - WITH POROUS MATERIAL. SIZES LAND 2 SECTION D-D LEACHING BASIN TYPE D-] & TYPE D-2 ITEM &04.501007 M fE.D ROAD STATE REG. NO, CONTRACT NO. ';HH [ [(HAl NO. '-,HU_I-:. N.Y. 0258723 ~2 58 DRA!NAGE !MPflOVEMENTS AI FOUR LOCATLON5 NY25 & NUl 5H8291. SH822"1, SHq~05 SUFFOLK COUNI V P.J.N. 0042.14 B.1.N. NOTES: 1. nus SHEET IS A REGIONAL GUIDE SHEET. CERTAIN DE.TAILS MAY NOT BE APPLICABLE FOR 1H[S CONrRACT. 2. OFFSETS FOR LEACH[NG BAS[N TYPE 0-1 ARE MEASURED TO 'HE GurrER LINE. OFFSETS FOR LEACHING BAS[N TYPE A AND 0-2 ARE MEASURED TO THE CENTERLINE OF THE BASIN OPENiNG. 3. WHERE THERE IS [NTERFERENCE WITH UTILITY LINES OR FOR OTHER REA50NS. [T MAY BE NECESSARY TO INSTALL ROADWAY TYPE LEACH[NG BASINS WHICH W[LL ENCRQACli INTO THE SIDEWALK AREA. IN SUCH CASES. PLANS WILL INDICATE OR THE ENGINEER WILL ORDER THE "FRAME REVERSED". IHE CONrRACfOR SHALL THEN INSTALL TIlE LEACHING BAS[NS ROTATED 1800 FROM THE POSITIONS SHOWN Jt.l THE PLANS. AND W[TH THE FRAMES REVERSED. 4. POROUS MATER[AL FOR F[LlING SHALL BE SCREENED GRAVEL, CRUSl1ED STONE OR CRUSHED SLAG, SllES I AND 2, AS OEFINED IN fABLE 103-4 OF THE STANDARD SPECIFICATIONS. 5. FOR ADD[TlONAL NOTES, SEE DWG. RGS 98-\' 6. SEE DWG. RGS 98~2 FOR EXCAVATION & BACKFILL PAvlll[NI LINES. ALL DII.lENSIONS ARE IN m UNLESS OTHERWISE NOTED AS BUlL T REViSIONS SIGNATURE DAlE LEACHING BASINS STATE OF NEW YORK DEPARTMENT OF TRANSPORT A TI0I1 FILENAME RCS.Un fWf,WIW,IJ(J. RGS'Ja-')A ~ " " . . ~ '" , ~ / ~ N ~ ~ ~ / "\ ~ ~ ~~ ~. !i.. ~N ffi> ~ "l'>!!' ii~s. " ," IIWwCE: '-\ I~~ ~, , 7 WlaJ ~: -,I- v' l:g l., + -.r + ~ W s ~ U W '" ~ .. ~ W D w ~ ~ < OC D A L~ ~ W o i" < 3: , ,., ~ "' 8 > u ,.. c > "' o w Q ~ w o TOP OF PAVEMENT rr w ;; , , '0 " . " " 2j ],' ~ 45 mm 1 E E _ ___iJ_i_~~ ]- DE ~E {- -l~ \02 r mm 1 E E :;: BI 54B mrn \02 r mm 1 ., " E F ,. , ," ., 18 mm OR M16X2 HOLE TYPICAL NOTE I . 25mm E E ~ :;: A E ~ E ~ :;: 15 mm E E w ~ - -- 19 mm mPI(Al/ ., 75 L~.5.mm__-1__._'22.mm_J B~ 19 mm-." 83 E E o N PLAN " r-25 mm II 'L \ 50 mm ~-"'IGx2 NUTS wELDED lYPICAL. SEE NOTE IN PLACE I SECTION A - A CAST FLUSH FRAME (WITHOUT CURB BOX) PARALLEL BAR GRATE ITEM 655.0401M RECTlCULlNE GRATE ITEM 655.0501 M PAYI.lENT AREA = 0.79 m 2 "'I E ~ E i E f, E E ~ t~__ ~ ti~~===__ ~~~r" , ~~1 rl IEO ROAO STAlE REG. NO. CONTRACT NO. ')11[[ r IUr^1 NI). "iHFFTc, N.Y. 0258723 <J 58 ORA INAGE !MPRQVEMFN! 5 At FOIJR LOO T IONS NY25 & NY2i SH8291. SHB22'J. "iW130S SUFFOLII COUNTy P.I.N. 0042.\4 B.I.N. ., , NOTES: I. L4ANUFACTURER HAS OPTION OF wELDING A NUT TO THE FRAU[ UNDER THE l.EOCE, ON [ACH CORNER, CONCENTRIC wlfH THE 18 mm HOLE IN THE LEDCE, OR DRILLING AND TAPPING HOLES rOR MI6 X 2 BOl rs. THE NUTS SHAll. BE (OROSION RESISlTANT. MONEL IAETAl OR TYPE 316 STAINLESS STEEL. 2. GRATE SHAl.L BE BOL TED TO THE FRAME USING FOUR BOL TS WITH WASHERS. 1.416 X 2 X 6S mm lONC FURNISHED BY THE FRAME MANUFACTURER, THE BOl TS SHALL BE CORROSION RESISTANT, IAOHEl IAETAl OR TYPE 316 SUINlESS STEEL. 3. AN NI ROO '"55 [5 RECOMMENDED FOR USE [N WELDING MONEL METAL NUTS TO THE FRAME. 4. THE CAST FLUSH FRAIAE DETAILED ON THIS DRAWING SHALL BE USED WITH RETlCUlINE CRATES TYPE G3 AS SHOWN ON THE STANDARD SHEET TITLED "RETICULINE GRATES" OR WITH PARALLEL BAR GnllTES NO, f\ PCB AS SHOWN ON THE STANDARD SHEET TITLED "PARAl.LEL BAR FRAUES AND GRATES", -- 50mm SECTION B - B ALL DIMENSIONS AilE IN m UNLESS OTHERWISE NOTED AS BUILT REVISIONS SIGNA TURE DATE CAST FLUSH FRAME STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION FILENAME RG5.KT fJ P ^ W [~:(, t j(J. RGs9a"G + o w :;j is . w ~ m o w ~ ~ < ~ o '0 Q ~'! < ~ ~ <, W "' u W u W L U ;;; Q W ~ ~ W o ~ :! ~ w .; :c ~ :i , ,u " ~ ~ ~. :" ~ ;; W . Q ~ < , W > . .~ " , . <' ~S' ,y ," ~tt " <W ;;~ ="l , 7 ~ " ~ " + '" ;;; I 14+300 J./l 380 ~ ~ ..&- ITEM 606.71 M -trt . 108 II ~c, ,:y ~"i'V ~." /" ~'" .. CB , , (~". 'll( - . _ 6 f. 14+950 ., -1-- lIL JT)t~ 1/'1 1/ .-:'t Q, .. " / '}, " FEE u329 P429 / , , , "'Ii ". I'..."..;:}; ~ . '" '::. -, - ._~ --- , f \i 'OJ -1-- -!,o;;' I~ l!! . -'I!ij,vrfRo.,," MrtJ }iiB !::~ P440 !t1oH1le;tt-"....,.- ----, ~ ~ -Cr/I"r .- TIP-UP GUTTER (SEE owe. 1.40-11 lTElA 606.7940 I.A ., ...~ . 7ifltr--- ~---_-C==1it1fi --"..-~._--~- ~. _ ~I-IR GRA VEL NO .-<:.~ ..=-AIlII.=----=.,..,Jll~~1L . ROAD ITEU 606.7940 t.l --I --- ~_AHB - TIP-UP GUTTER lSEE OWG. UO-\) - !Ii_~ .I"". @ 1ItlR- ., ITEM 606.7940 M C--- +-- --, ISf-too Al-lB---- @ ----\'-.. -~ -, .-- '~--~,~~~.lt~ " ...t-----c_ . - -t- - -- + - - f - . AHB L1l 3~_8 " t-..- jO 20 30 40 I I I SCALE FEE @ P429 u. @ p.4-40 \ ITEM 086 [5.0402 Iv( HEM 606.11 U ^ " ': -1--- -- 15 ':g ::j is '- ~ \.; ~II - .l'.~. , ITEM 606.7940 M ITEM 606.71 M @ P4J8 FEE <~.,,> /'/ )' ,- 1--- 'f ~ ~ I. - ~H8 - iJl':-3~11J --..---.--..----- )llm FED ROAD '.)T~iE REG. NO. CONTRACT NO. '-jH!.L 1 TOTAL NO. ',H[f is 0258723 N.Y. 44 58 so " I ORAINAGE IMPROVEMFNTS AT FOUR LOCATIONS NYZ5 & NYZ7 SH8Z91. 'j1l3229, SH'n05 SUFFOLK COUNTY P.I.N. 0042.14 a.LN. NOTES: l. THE CONTRACTOR SHAll NOTIFy THE TOWN OF RlvERHEAD BEFORE ENTERING THE PROPERTY SOUTH OF NY25 ITHE fORMER GRUMMAN SITEI. ~ '!) 2. HIE EXISTlNG FENCE AT THE FORMER CRUMMAN SITE SHAll BE TEMPORARILY REMOVED TO ACCOMMODATE WORK SCHEDULED FOR THAT DAY AND REINSTALLED AT THE END OF THE DAY TO ENSURE A SECURE FENCE LINE. THE COST or THIS WORK SHALL BE INCLUDED UNDER [lEU 10607.61 M. >: V) 3. ITEM 10601.4066 1.4 SHALL BE PLACED IN A LOCATION TO BE DETERMINED A.O.B.L FOR DAILY ACCESS IIHO THE FORMER GRUMI.UN SITE. THIS FENCE GATE SHALL BE CLOSED AND lOCkED AT THE END or EACH DAYS NORK AND WHEN THE SITE WILL BE LEFT UNATTENDED FOR LONG DURATIONS DURING WORK HOURS. 4. THE EXISTING FENCE REMOVED TO INSTALL TIlE I='[NCE GATE SHALL BE STORED AND RESU WHEN WORK AT THiS LOCATION HAS FINISHED. COST FOR THIS WORK TO BE INCLUDED UNDER ITEM 10607.6\ M. 5. AFTER THE I='ENCE GATE IS REMOVED. IT SHAll BECOME PROPERTY OF THE STATE OR AS ORDERED BY THE ENGINEER. / / / / , f f All DIUENSIONS ARE IN m UNLESS OTHERwISE NOTE.D AS BUlL T REviSIONS SIGNATURE DATE WADING RIVER - MANORVllLE ROAD LOCA liON 1 GENERAL PLAN STATE OF NEW YORK DEPARTMENT OF TRANSPORT A liON f IlENAlJE 0042t4AO.WK2 .IJPA\'jIII~ ('Pl-I -t- ~ ~ o '# '" ~ w o ~ " oj .. n' '" ~ :( ~ ,,' d , ~ ~ ~ N -.. ::: l;; 0 '" . ~ 'l' > . w !i' .. " lilj, ", " n. W~ U , ei1! " ~.~ w g + ,n ~ m o ';i v w ~ v ;;; o lo' '" ~ o I 14-900 "' r:! < , " ,n u W " w ,x, ~ IT> .. '1-'!-/ " 108 ~~ ~ fi" ,<;, ~ " fr~ / ~l!. ~ , , .' j (It: - - - ___636_ I 14+950 -~ - --1---- -- -I- --. -j Lit 380 " LllJ:3 79.~-7=-"'-'~--=-=CRiVEi.-ROAD-' I .r - - - ,- .- ! ! ! ' , ! 'I / ';../1 I 00 ., :t'/i' ~II Ell -,U-..' =1.1-_" - - - 'EL.~" _~t~ C> >l' . '-"'" , . ....-.,_.. . , , :Jt. ",' c--=--=-------r'. --~~-~--m- " "- .-j __;.------1 HI M-= " [,J; ~ 11 r: -- Eib-__ -n .,.o-;oEil" , I 15+000 IIIDOlE. WJNTF?r ROM! I 15~050 ,- 'j:- I' 15+100 1--- @ ---I - ll{']78 <<-----'" - '. -----'<---~_._-- THE CONTRACTOR SHALL TAKE PRECAUTIONS TO --- MINIMIZE THE REMOVAL at EXISTING VEGETATION AND TO PROTECT EXISTING TREES A.O.B.E.. --- [~1 GRAVEL " NO .- -----"'"~""____..__-lil___.____ ROAD Ul368 t LO -..J - -. - :' I 15QSO ': ,,~e- 'I Q . }-\;~ .'--iltc~'__ j, l/L' 367 20 30 I, I SCALE Ell'" ~II HI no c.-oi-1, 30 vc 12 Co WILDFLowER NiX ITEIA 610.03 U 40 I [5. fED ROAD STATE RlC. NO. 50 " I CONTRACT tJO. ',Ilt f_ T lorAL NO. ",lllL I':; N.Y. D258723 45 S8 ORAINAGE [MPROVU,t[NIS H fOUR LOCAIlOW; NV25 & NV27 Sll82Ql, SHa22'J. SHQ305 SUfFOLK COlJN[V P.I.N. 0042.14 ! B.I.N. svt.llOl @ <t> @ (9 vc Co Oc Q.lv. 2 l 2 2 30 12 L2 -------------, =-rnt =-m 1 =-m (Jl)~~-j~~-:::--==~.=;;.If--:- ~- -~----~----~-----~--~~-=--~.l~c -rr ~ -,E/h -'~F- - J:,l~ - IIl..:J - - UIODLE C(JJNr;;''';~ @~ ------- -- ----- ~ 1 1-- --t---j---+---t-~-+---+---+----I---'-l--~-'''_.I --I -j -I -+----, -1- I --- I- 15+250 15+300 15+]50 15+400 1- F '. 112 Dc F / \L-_L....-___ .:,:l ",," ,. ! ALL OIU[NSION$ ARE IN m UNLESS OTHERWiSE NOTED AS BUILT REviSIONS FILEtlAlJE 004214AO.WK2 SIGNATURE DATE wAD[NG R!VER l.(ANORVILU. IH)AO LOCA liON 1 ' LANOSCAPE PLAN STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION IJPt,WIW. tH)o LPI-I + 'I . ~ w o ':i v ':' v ~ w o lo' ~ ~ o I 14'900 C81EX[:;q'I_11 - to '" :1,1 ':/ ~ w c, "' " .~ " u, s u "' , u "> C> c~ ~~ ," ~,~ lIL 380 ! l_gllB 81220 18-2)}G 19..)24 \' INV S 18.236 \ , \ )00 :'! : :: rot-: _ : ~.. :~~--I--- ~ T ,.. I tYi . 10, II ,<:, ~ ~"I" ~# II 'li j LB 82285 (B-1) fG 21.797 FRAME REVERSED I l-~ I , 'j \ _z}6 l~X(ST.l1 L\ \ (1-] \ CB IEX!ST.) RE~OVE -( ""/.I( '. I c~ ~:___",-6!)6_ 450 mm RCP - ~FH'X'1 ""',. I 14f950 j, , -1-. - --I '_ _n_ ~ ___ '"~ , i 15+000 lIL Jt--.,=r~~~~Ei,~~.;~~; II, I //1 ! j.' ! ,/!/ / C-:--'~~lJl -In lll'OOiia _12It~ Jl ~ ~_~Q __~~~ll_ _I~_ 1_9.24_0 INV S 18.152 (~~~)-~_~._~~~_O__(B-.?) TG 19.447 :1.', ') I G.. _ ~ ---- PLUG 8. ABANDON -., W'1i'ntn-~ -+ --- --- -I - --- --l- --- - ..... - :;; ~uJ5+250 "I, "f,'nl' 15+]00 / ~~ ,'[iI, 1 ,VI ;'\_",II~n ,; 375.,,_.CP_ \ _', _ _ _~_ , " " " " "n.." \ ", "'-, ... " \ "'-. lB 81?2~N;B~2)d.1I~~~1?cj6-1~ ", "'\',\, INV 517.980- \\ '\ '" LBBI1l01~:1' r~-,~91~'I~ INV W 11.887 ,--' INV N 17.881 N ~ 1 " .,; ~ . ~ . .; N . ~ m ~ ";> . ~ ~ m ,n ";> " ~ \ ~ ~ cW ~ .~ w ~1 ~ )l';;; . 0 ~m ~N 11 ~, c W ~~ . ~.. m " ~, i " ii~ 3' " ", I~<< '\ '"'w ;::~ , " WW ~~ _'" '" <> + --.-... i I -I IllS 81220 lB-2) IG INv E 11.637 INV w 11.651 IN.... N 11.950 ,~ NO ;" "' GRAVEL ROAD " '-.. ~--, B B 2 I~ _16}~____t___~O__(~~~~_!_~_ 19.4]\ "- ,~ (1 -13~~L!!~~Q.., ~~-?l_rf_l ~~25] "-.:.. [NV N 18.0]2 INV S 11.917 19.0]8 1 1 lB B22.8SlB-ll Ie 20.382, I ,6'. FR~ME REVERSED \ INV E (SEE NorE [) MH (DlSU(\'5\ ;1 . MH , _: -\,1'" .G?q ,~~ ,~~~ -_~l;:i-.' IIIOM COONTRr ROAD @J +--- --1--..----1-------.1____ 1___ 15~050 " ---j, 1- 15-1-100 ',~~~ 'r"~ ::~ lJLC'- __ -~_,__~~ ~ill-~-_;~~~=~~~~~~~~_;_~t:~:~~~~-':-~: - -I -- IIIOM COONTRr ROAD @J " I 15f]50 . Ul 368 '. I~ _ ;-7f~B__~g~9__~8_~_2~2.1,,:]~6_ 600 mm Rep S' -I- .- l'f- .T :lJr UI ~ 1050 mm RCP'::- fwJ (~; , :/ I 1:;;-400 l/ . 361 r J ~B B!?.?O_lB~2_) TG22.3,~E._{1-181 o 10 Vo.J .- - 30 ~O ..1 1 SCALE 10 I, CB .rG_ _l~.306 INY E 17.4}3 !NY W (SEE NOTE I) [NV 5 17.417 I,' [i " I 15~1 50 .i: r------ . ':->ll6 ~o.. 1_ ...!- el+-- ~'- ":~:i{!'~'--l .....Jm 0-- 15 "'0..<(_._ ': ~--- u , I, NOTE: THE UTILITY LOCATIONS (CAS. ELECTR[C. TELEPHONE. WATER) SHowN ON THE PLAN ARE QUALITY LEVEL 0 - EXISTING NYSOOT AND UTILITY COMPANY RECORDS WERE USED TO LOCAlE SUBSURFACE UTILITIES. FED RUAD STATE REG. NO. CONTRACT NO. SIl[[T rOTAL tw. c,IIEf.l') D258723 4E. 58 N.Y. 50 t-.4 I ORAHUGE IMPROVEMENTS AT rOIJR LOCATlOtJS NY25 & NYZ7 SHBZ91. SH8221. 5119305 SUFFOLK COlJNTY P.LN. 0042.14 [U.N. NOTES: \. THE EAST [NVERT FOR BASIN 1-(, SHALL MATCH IHE ExISTING WEST INVERT. THE WEST INVERT FOR BA51N 1-1 SHALL BE D.SE. m BEL.OW IHE EAST INVERT OF BASIN 1-6. IF THIS INVERT IS LOWER THo\N 11.411 THEN THE WEST INVERT or BASIN \.7 SHALL BE 17.417. ALL OIl.lENSIONS ARE IN m UNLESS OTHERWISE NOTED AS BUlL T REviSIONS SIGNA TURE DATE WAD\t~G R[VER - MAtlDRVILl [ ROM) LOCATION I ' UTILITY & DRAINAGE PLAN STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION FILENAt.lE OQ42IHO.WK2 UDI-1 I!lnNlt)(, Wi. + ~ m o ~ u w x u .. .. ~ m o :e ~ < ~ o ,. m ~ ., ~ ;= ,,' ," r.\\'I', ~ m , 0 LU \ w ,-:-. \ w LI; W Z - W (f) z :::> (f) ,;; 0 w z '" ~ w 0 N ~ ~ ~ . " ~ !l w N < . " ~ ~ ~ . N ~ . ~ ~ m ~ ., f . / ,m ~ .N :e <N' ~ .- ~ ~ t'! ~N " < ~, , ,.; w> <g~ ~ " . " S' " "' ww~ a ~"'W ,,~~ :z:;::~ 7 , wW ~~ ~~ ,.. ;;:g + ~i Mill + 0+750 ~ \ I I \ \ -- ,"B. -\ _-/lHB _______ /I~lB ----~ . . --- M\B --- lB . ", . ::I_,:"";~'ItJ,~-~~~.. --- " Rtr~:'f' /.!\'.\",;" r .' w r > - <I a: a: <I L -----n u_~_~_________ --_. 10 0 v.. --..J ._- \ \ [:J ,\ \ \ _L- - --'11"" -It----- ) \ .-It-.---... \ \ \ 10 20 1_- I SCALE ~ . , --- \------ -~-- II/DOlE COONTffi' ROAD I -, 0+900 L6 rro () E () -'" r---- II I-I ITE~ 10615.0908 1.4 :---1- ITEM 10615.0905 IA ITEIA 10615.0901 1.4 1'-... II .1.1 ITEM 'OG07.4061 M I T.E. 00\ ~ 39.869 m 'LT\ ITEM 625.03 IJ --TRANSPLANTED TREES Ip ?ii8o\ ~ FEE m.-1._ t 'J ~ ... r) '.--~.' @ - --~ JO I . ~ ...~ f --- - - -\--- 40 m ~ \ ;~:\ ....__.._' 1-' --. \ ._ -- I. 0+950 +--- o o \ \ , i I , i ~[[1 ROAD STArE REG. NO. CONTRACT NO. SHEri rOIA!. NI). SllfET'; N.Y. 0258723 41 58 DRAINAGE IMPROVEMENTS Af FOUR LOCATIONS NVZ5 & Nv27 51-18291. 5H822'). 5H'J305 SUFFOLK COUNTY P.loN. 00'12.1'1 B.I.N. NOTES: 1. FOR SECTION 6," SEE OWG. RB-1. \. \ \ 1-- . FlLE"A~E 00421460.10:2 L6 TJ-- --+ 1+000 , ~ LB , 1 "S BUll T RE ViSIONS SICNATURE DATE ~"RRAI00KA AvENUE LOCATION 2 .. GENERAL PLAN STATE OF NEW YORK OEPARTMENT OF TRANSPORTATION lJf'r.t'IW, ~J(!. (N-I + ~ m o ':! u w ~ u " . ~ m o :" ~ < ~ o ~ m o ~ Z ", ,,' [,!II' in "" \ / w u \ ! ';! w z <r -' >- w (J) Z :::J (J) ~ "' 0 ~ '" ." w ". 'v/ _ _ /1.1\[\ ---- --- __'__ MIl". ----- /IIiB -----" /.11'1', \ I I \ \ ! , \ \ MI[i .----- !lHfl-- \. \ \ \ \ I _\ ----' -------~-- ~ -- - I -t - - -- - 0+850" e - ,---\------ 0+800 _'_ - --t-- - - --\-- -- -- -\-- -\ ~ 0+150 _--------------- - {;. .~ -- ~-~ /f~~::- ~~y__ ____.~H~~~l--l(--- - -" ~A til ~150BS ,A&.h'OF; ~&, (4 ~ ~= = 15[; 0 &. 0 1019 @ -- ---- I ~rpl ---------n -~---- t 1\ __...i- - 10 0 1-- -..J _.--- -. ~ -, +- -, -~--- -- ~ g --- ITEM 6\0.0] IJ BOnDIA OF BASIN ---- !TElA 610.020] IJ SEED MIX -4 SlOES OF BASIN 10 20 30 - -'------ '------'- SCALE 40 m -I ~ ~ - \ \ 30 Cs ,& & 0 ~ 0 ~ 30 19 I A W l~ > ,& <r - <I A a: a: <I L ---~- -- II/DOLE COUNTffl' ROAD i ' 0+900 .l. ~ - - @ -, _I_u -- \-- - \ 0+950 n__ ~ ~ -- o o 5ruBOl QTY. $YUBOl QTY. 0 8 &. 6 -- (b5n 2 Cs 30 -@ . r; 1<5 @-- 6 Lo 190 ----- ------ -- 710. I Bs 150 ----- - -~&- 11 19 90 ---- 10 1m 115 -,I ORAltJAGE IMPRovEMENfC, M FOUR LOO flONS NY25 g., Nv2T SIl8Z':!!. SHa729. ':;H930'_1 SUFFOLK COUNTY P.!.N, 0042.14 8.1.N. J rEO ROAD STATE REG. NO. j}' I I J \ FllENAIJE OO~2J~BO.WK2 (ONrRACI NO. ')lIlJI filiAl NO. 'iHHh N.Y. 0258723 48 58 I 1+000 , \ , AS BUILT REVISIONS SICNATURE DATE IJARRAfOQtA Avrtl!JE LOCATION 2 - LANDSCAPE PLAN STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION + " . o w ~ "' '" " N ~ ~ :! . .,; oj 1: .; N ~ " ~ ~~ ~ ~ ~ ~ ~ ~ ~ ~(~ ~ ~ c . / C~ ~ .~ ~ \i~. ~ ~ w . '0 ~N ~, c W w> . ~~ i " iiiilJl' " ww~ " , 'ii"'W z~~ " WW -'~ ;;:g + '" :;; " ~ V W ~ v ~ w " :" ~ < ~ " ~ m S ~ 2 ~ ", ,n ,,' '" ;1; , m In') .' LD , \ w Z <J: -' 0- W U) Z ::0 U) \ B.l_B ([X[STI_NCL_ " \-/ 10 0 L..-_-.J 10 , lO , 20 -' SCALE '0 m I i J_B___C~L.,TG_B.185q INV N 5.612 0CBB.~220 TC a.looQ \ INVWS512 V L8(EXISTINClQ \ INV E 5.<12'1 ' -sEE'NOTE-jO \\ [NV 5 5.6]2 CJ J:!l. .~.:2 _If_f!.!90 2-6 INV E 5.662 INV 5 5.687 In) f 0+150 ~-- --\- -c;---- _________ /" L ------~ / _---G~/ ______G-.----- //''------- 2-2 ~.l!J.~~.~!!~5;.!. SEE NOTE I G --- _~~---1.E..!l~lltiG0 SEE NOTE Iv CB C-I~. 7.903 2-9 INV E 6.830 INV W 6.855 / 1!L.!PISTINGI~ SEE NOTE I~ <J: "" o o I- <J: cc cc <J: ~ n 2~14 L8 IEXISJINGl SEE NOTE 1 " i\'ll ,- ,yo - ,_ _' . ~ - - -I 0+950 , / / ----~-Q~JL~1?20 rG_a~28l_ V INV W 6.660 INV N 5.134 INV S 3.280 \ 0\ --- -----8 --i~%-~E~!~~~ o i; f-} .~ o o j-h --..-~_r ~=-=~n NOTE: THE UTILI TV LOCATIONS lGAS. ELECTRIC. TELEPHONE. WATER) SHowN ON THE PLAN ARE QUALITy LEVEl 0 - EXISTING NvSDOT AND UTILlTv COI.lPANV RECORDS wERE USED TO LOCATE SUBSURFACE UTILI TIES. J I " , I FEO ROAD STArE REG. NO. CONrRACT NO. (>H[rl Nil. 11J1AL 'jHU T'; N.V. 0258723 58 49 ORAINAGE IMPROVEMENTS AI FOUR LOCATIONS NY25 & NY21 SH8291.')H8221.SI11305 SUFFOLK COUNTy P.Ut 00'12.1'1 B.I.N. NOTES: 1. SEE BASIN REMOVAl/ABANDON DETAIL ON OWG. 00-1 11'1 ..-\ I.rn LB IEXISTlNGl0 Il" ~ " \.fn 2-1 CB,"~'i,2H;98.J07 \ C~'--"'''Qe IN'S 5.23' l ,li;~:~i;7~~:,'e \\ <SO ""'J5.P f' .... - lfO ~ ~~1=Lf0=c_-cccc= \J-'~E COUNT~' ~ft[J @ _ ~:-_ _~ "f"~-=~ ~_lf~-=:===-~~ ~:~:O~~~S~:~ ~;t;.~;;;~~l~--;+~50~.=-~\-~-- -: . f '\'-, III o-Jo~ --I - f _ _I- ~ - - \ 41)0 mfi\ RCP '3TS lNl'RCP _ -,-c------ --:-::---- -- _ :;,~!:L=_-_ (!~- - __ f- - -- ~ - 0+800 J1S "'" ~fP ._ -. "c. A 8 Q ---=--.Q..... GO- ..!.R~-- - - . " '-='--;,'!";=--' / B -0- J-';:--- -- -- (, - ~______________ /y , /1' FH-X~l - t ----/,_ _ G -/ ~ -G / - / ~~ .I. / \ \ 1+000 '" .""...,! -I AS BUILT REViSIONS SIGNATURE DATE LOCATION 2 - UTILITY & DRAINAGE PLAN I.lARRATOmA AVFN!JE FllEtlAUE 00-121-1BO.WK2 STATE OF NEW YORK OEPARTMENT OF TRANSPORTATION 1'!'f.WItI', "ij(J. UOi-! 1- ~ w o ::i v w ~ v ~ ~ ~ w o "' ~ < ~ o ;; 0 :" -, F "' "' " ~- ,~ ,n u '" 'J . ," 9- ,c, . ~, ! >- w (f) Z '" ::0 '" (f) "" a, Ll W {, '" c' N ~ ~ " . ,; ~ " w .. ~ ~ & W ~ c' ., ~ ~ N ~ ~ & ,,' ~ { : , :; ,& :0 0& "'" i>-.... ~ SlO w 0 /& < ~N . ~, , W w> . ~., ~ " ;? i -o~S' " ". ww<< " l'i,",w " z;::~ ::, "- ww ~~ " ;;:::\ + ~' ~ -, ~ so. S. \ d' -'-' ;: ''''''3 3 ,., li ~ I)) j ~' \ \\ .. ~ i \ I .;, 10 0 1.-, -.J .-. ~J 1 -~ & ~ ---1.'Q/""/--.8.1-m- 'IJ v""~_.__.- ~---- L--8;1:-m____ ( ,i 10 20 .' . ,...1, SCALE 9.] f1/--- ___:_"" __9;6 m II/DOLE cdiJNT#r' ROAD 1 ---__~X""----- I ( 0+900 9.0 m--- _ _ .- -tf::=:-~~=:~:::-=:-~~::-:-t)~ - --:r~ , ( ( -\- '" '" ':" - \ -- ! , -- +850 f; \ ~- . 'f~-- ~-- 6;'.,1,_ j ~r '~-~-- ~~,,"'" '\ \ ~_____ _ ---.___~_- -;;8,""0 _" ,,>, \, \ \~ "18.3m .~ 8.0 II , 1.6 In ~ 1.0 m 6.0 m 5.0 m ..0 m 3.0 m ,J, '" i ,1 \ J., 1 (.) .' ') ,'l> ~ o >- <I 0: 0: <I ::E 'j ~ A", )t!'" ',' '--"'. !-- 3.0 m 4.0 R'l '" '!j.0 m 6.0 m 1.0 m 1.6 m ~ 8.1 In ,0 q D i-h .-- ~~L _r ==-~--=n -" '('.i - 9;1:} -m-- 9-.6 -Ilt 1, 'C ~ \ 30 40 m ,',--- ,~ @ 'I "'~ ,'L 1- ',6 m- \ I -, 0+950 o o j I '/' FED ROAD STATE REG. NO. r,IWf I IIIIAl NO. ';11[1" I" CONTRACT NO_ D258723 N.Y. SO S8 i DI<A[NAGE IMPROVEMENTS AT FOUR LOCAT[(1W, NYZ'J t. NY27 SH8291. SH822'). SWI30'J SUFFOLK COUNTY P.I.N. 0042.14 B.I.N. - ---1-- f I' \ 1+000 AS BUll T REViSIONS SIGNA TURE DATE M^RRATOOt.A AV[tllJE LOCATION 2 - GRADING PLAN STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION F[lEtlAME 00012Io1BQ.Wk2 [11'^W]!I', IVJ. CRt-! '1 ,; ~ N ~ m ~ ~ ~ m ~ t c : C~ OM ~... O- SlO ~m ~N ~, c ",> 8, ~'i! _ ~, 0 -alSiS' " c' l.oJ~a; 'l, i-'" " :z:~5 1LI..... c> J...... ,,' g + :.: + ~ ro Q ~ W ~ U -. ... ~ ro Q W ~ ~ < ~ Q ,0 , A]OO :;; @ < ~ ,- .. c, :;; Cl C, W <' , :;; o w z !:.~ v' w o ~ '" ~ W .; " ~ ~ ~ ~] ~ ~ W Q < W " " "-r~ !}. ~ '. ~~-1bt -'. _~::; -", ~I- - fC.iI___-=-~::---------" ------:__________;- f -~_ _--_:_-.- -~:-=-=~ ____________ - -__"__..__.--- ___..0 -. ---. I- _ - c--.. ~ ------___ '> -----_________ -- - -f--.-_ ~ - - / --,- ./ -.1.. ----,,-~ r- -----.__ 2+400 7/C~7; j . ;' /,! 0 / ~ /i / / I o f ,~ --- Ii ~I // ,,9 l -~ -'fc ------- \ 9 I POND ~ 10 _-_-oJ 20 30 I "I SCALE RE~OVE ASPHALT SLUICEWAY UNDER fTUJ 203.02 ~; RESTORE WITH 100 mm OF ITE~ 613.0101 fJ. (SEE NOTE 2) -=,@2:~i~~~;j~ROAD_ \a~' <>- -- -----.,7-T .~ It---- - --l--- ~ ---::- I , -- '\j~' POND <::), / '" I / 2 '. ./ -....... / I I I I I I I I I I I I I I I I I I I I I I i1-__.. L. , , , HEM 201.06 M !J.OS m WIDE. SEE NOTE 1) T.E. ~ ~ '. ,j ,/ / I / ! / I J '0 '- 50 " ~ ./ " ,', ! ,.. j 2+600 ---,~7:-- " '., I :RESTORE DIRT AREA _J I I TO GRADE I I [TU4 6\0.0203 M I , ITEM 613.0101 M I / '., / FED ROAD STAfE REG. NO. CONTRAcr NO. SHErT TOIAl NO. ';HFt 1'-, N.Y. D258723 58 51 OHA]NAGE IMPRovEMENTS AT FOUR LO(ATIOUS NY25 " NY27 SH8Z'l\. SH8229. SH'l305 SUFFOLK COUNTy P.I.N. 0042.14 B,I.N. NOTES: I. THE CONTRACTOR SHALL REMOvE ONL Y THE I.A[NIIJAL AMOUNT OF vEGETATION REQUIRED TO INSTALL THE 365 mm x 515 mm ELLIPTICAL P[pE, TIlE 3.05 m WIDE DIMENSION MAY BE INCREASED W(TH THE APPROVAL OF THE ENGINEER. 2. THE EXISTING SLUICEWAYS SUALL BE REMOvED AND STABILIZED PRIOR TO DCAVA nON FOR THE NEW TIP-UP GUTTER. 3. SEE DWG. MO-2 FOR SECTION A-A. '--T:r- - +-- - --- ~ 'I -. 2>650 ~___L:-L co " ;,,, " I / / ! / j, I / / AS BUILT REVISIONS ", SIGNA TURE DAlE I I ,~ I LOCATION 3 - GENERAL PLAN STATE OF NEW YORK OEPART~ENT OF TRANSPORTATION FILENAME 004214CD.JJk2 (JPHl!W,lj(J. CP]-I QAfF 11/01 + ~ m a ':! u w x u <r- ~ ~ m a :e ~ ~ a ~ m a ~ ? ." ,,' "' ::l ~ u w X '-' , '" Q " "' w u N ~ ~ ~ . ~ ..; w :;' .. N ~ ~ ~ w '" ~ ~ ~ ~ ~ .n "" _0 > c !J cw ::; ~-t.., .- ~ illii w . a /<S< ~ lQ'l' , ..; ...> ;.~ m iiisl . " )l' ;, ." w!l'~ '?, iri-~ z~ , t') wW ~~ ;;:21 + ,,, , '" -)00 ,. 2~jS;:--~:-:-~-~~~"=_ c' ---- - " ',-- "'." -----------______ ----1- -- --f--- _ __,_. - -~-:2Z.1j'400 ---~_.~~_'-'- Z;l50-' -,j- T'~ I ',~~ ~ ,/ /10" ----I. / _ ___.Do ./ // " . / I '-. o / ! / "- _ TeL -:~:---~-:- ( / / i / n POND \ \ ..~ -1- --+ , I. JOOP I l~ ,ITEM 610.020J MIll I SEED ~Ix -6 I : I( l--...:J I I ',j I -'- I { I ~--- - --~--f- --. I --------- --- 30 vo L -------- --..~- t_....JO 20 30 1 J SCALE I 2,500 I @ MI?DLE 2>550 -!--- rED ROAD SfAT[ REG. NO. CONTRACT NO. IIJ1AL ~}IlLf T', C)HUl Nil. 40 SO t.4 1---1 0258723 52 S8 N.Y. / ORA[tJ....GE IMPROVEMENTS AT FOUR lO[AT!OW, NY25 & NYZ7 SH8231. SW.l221. SW1305 SUFFOLK COUNTY Pol.N. 0042.14 B.loN. (.) / COUNTRY ROAD \ -, .,- I 2>650 I >600 , . ,. POND I 7' -I /\ I , , , , , , , , ./ / I / $YUBOl QTY I I , . &,. J VO JO ($ 2S / Vd 2S / (I 2\ / IQ 2\ " 12 , l (p JO / Op JO I P, 6 , / / / AS BUll T REVISIONS .., ~- -"'-.. <::) \ \ I I -."....... ./ '--' _~n_-Q_ 25 IQ J Pv .........- , "-' ~ '" SIGNATURE OATE I -I / / ,I FILEtlAI.4[ 004214CD.Wl2 LOCA T10N 3 - LANDSCAPE PLAN STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION fiilt.1liil~-~ lPJ-J + ~ m o W ti W '" .- ~ ~ m o "' ;:; ~ o el~_~2.135 m-2l TG 102.936 \ , , \ \ , <"""Jf)() <\1^~ -- ~-Ql-..-._- ~ m GLB fEXIST). ~- - -~~~ -. . '. . I:'~ ~ r, ----_21-3 ' -+-_ ~..~SO -----.. ,~- ---.------ - -f-._ , C> "' . " ~. ,. ", u W u ,,, l ". ~ z " ~ ,,, (~, E)' _LB_ M2I}5 TG 100.423 POND , \, 8lBI.l2135 I TG 'HI.fC.72 \ \ , v( --1-- -- --- \ -~I-..-- - ---i __ .'~ = .- .:.~ :. = ~..- _ .:.~ .50-:'"i IiCP 2 +4 50 315 mm RCP---, -'j ~"I' ~ 2'400 7l,:~ G :;;;J ~ II II # .It' .It' ~ t' o 10 L.--..-J 20 30 II '0 ..I 50 " .. ~ ./ SCALE c.:' /' ?_ I LBI,nZ?QTG,98,490 1 INV E 97.411 IN\{ w 97.398 INV S 91.398 Q~~_J!1PO__I~_':l~~?~? _ V INV W 91.500 / / NrT46// Q~B }!L220 _T~_99~GtO_ V STA2+5GO NYT462 Ul - ----- UI --- miTi Rep-- \-. '" COUNTRY ROAD -f I ---f ..:-,~..::. ~ ~ ~ '=;@.MI?.'l.LE 2+550 G1"_--=~--::~ , , u( >i--- '-',0 (:;-- --n-_.___G UL 9J -~-'--Ol8 IEXISTl . A 0INvw--ijfsoo \~z::)\-. \ J PONO .' \ , \ \ l "'- \, \ . '. -,-"', \/ '..,/' '(:":-"hLB, 81220 (B-~I~_~~.~~i (fEU 201.06 U \ ~ "-'!NVE97AlI 13.05 m WlOE.' [NY W 91.361 SEE NOTE II [NY N 91.361 J!H21?_29 TQ~~~5~!8 -9 .-Et!D_~~C_UQ_t!_. m~ ~ ~~~~~~ INV N 97.\06 INV S 97.231 / N ~ ~ " . ,; ~ W "' ~. ~ / ~ ~ ~ ~ ~ z ~ 4 , '" m '" 0 / { : , . 8' h~..... ~ / "'" ii- . ~ S\i; " W 0 V;1':l ~ ~, , w 19> . iT " /' . illB.!l' .. " ,,, w!I!<< " ~-lg .< z~ > , wW u ~~ ;;:~ + ,,, '........-~- NOTE: THE UTILITY LOCATIONS IG,e,S. ELECTRIC. TELEPHONE. WATER) SHOWN ON THE PL,e,N ,e,RE QU,e,L1TY LEvEL 0 - Ex15TlNG NYSDOT AND UTILITY COUPANY RECORDS wERE USED TO LOCATE SUBSURfACE UTILITIES. FED RQ,e,O STUE. REG. NO. CONTRACT NO. C)Hf'IT Nf). IniAl ^;HUI<; N.Y. 0258723 sa 53 ORAINAGE IMPROVEME.NTS AT FOUR LOCAIIONS NY25 & NY27 5H8291. 'jH!J22'l. 511'3305 SUHOLK COUNTY P.I.N. 00'12.1'1 B.l.N. NOTES: 1. THE CONTRACTOR SHALL RWovE ONLY THE ~INI~AL A~OUNr or VEGEfATlON REQUIRED fa INSIl\LL THE 365 mm l( 575 mm ELLIPTICAL PIPE. THE 3,05 m WIDE OI~ENSION MAY BE INU1EASEO WITH THE APPROVAL OF THE ENGINEER. 2. THE EXISTING SLUICEWAYS SHALL BE REMOVED AND SUSllllED PRIOR TO EXCAV,e,IION FOR THE NEW TIP-UP GUTTER. 3. SEE DWG. 1.40-2 FOR SECTION A-A. ~'.L,B"XI5T1 1)[ 1J1 --- [ \.II lIT _ +. 2+600 _I 2+650 ! - -~- --1- -, ----,. ", , , , , lj- r\ -f, 375 mm Rep- , , 8LB'EXlsn , , , AS BUILT REVISIONS SleNATURE DAlE LOCATION 3 - UTILITY & DRAINAGE PLAN STATE OF NEW YORK DEPARTMENT or TRANSPORTATION f IlENAI.4E 004214CD."k2 r JP f. 1/ Ill' ~ 11f). IJO}-] + , ~ w o ::i v W I V 't'"' , ~ W o ~ ~ ~ o .....0' /o,...f. ~~.$"""" 2, '<(J <>...., JO(J, 1j,." /", 'Q .~ . '\" J'~ ;;; o ~ " u, , w co 'ti v ':' u , w o w Z " ~ i'( N ... 1l ~ N -.; ~ :! ~ w ..;, 5 ~ " ~ ~ N ~ w ~ -l' . t ~ . ~~ ~ ~ '-- "" ~ ~ ......1Sl ~ "'" <ON ffi> i ~!O!!' :;JiB w ':: w .l " u. U ~ " W'l'~ ~-!3 z,:: WW ...J- ,,, ~g + :.~ z ~~ I N.Y. ORA[t~ACE IMPROVE~ENTS AI FOUR LOCAll0NS NY25 &. NYZ7 5118291. SH822g, SH'B05 SUFFOLK COUNly P,t.N. 0042.14 FED ROAD STATE REG. NO. t-....J.. 'P 40 I.. / 50 " I 30 - 1 SCALE ':) / POND '\ ~ , ;\;S-::~'~~"> <--~-. >- ~- - // \\ ':I III ;o.a~.sO ~ Utf- R-Y R(;O ~ -- ~~ _ -,-- _ _- ,-/ .-- ~ ~ -,7 ~~. < "iJS '~-\, \, C ~.,,'-.~~ -* - -." n _ _ .OO~ ...1 ~ MWDLE CO .., _ f ---"~-g)- " ,\-" \- ._\-' ",,":.-,,- -'- ~a.15-;;' -. 1', " ,. I" , " 2+60() ._."- __ -,-",., )'- -I~ .."''%> 9", -- -, -.- \ ~__ \ ..,. ...., 2\550, ~. . ""'+---.-.- , -, . O~~\.iJ'"';<;".;>~2;ilOO "'-, " "'?"'...~ , . .f-\ ., - ;) 2\500 ~__~';...__~_" . ' l '-'f( \ I <f>.so~ / " " / ..' ,;> 0" ~.. / /' . .~~) '.2+4~. - -.93i1S..",. _ '>- /' .......00.1.,. ~ \ 1 . \ , ,. <t. /' /',0'':\.''''", /'~~-';""~-~-J~SO'~~~ ~~ ~nx;~-50"""'~OO.~.sO';"\"('I\l: ~~\II PECONIC ; / ,','/' .. .. ,0" -'" "( ./ r.~ -'l~' - /'(....~ " . ~ ~=./:_ '. .. '", ~ \ \ \ I~' 0 lLANO ./', y '" ~~- " - -. ---'- - .,,, - - .. -~ ~ -:r>m.. '" \ '- I T ~ '); .. . '''''rfJ~ "! "-./1 r --- cT' =-"-- =a.oo~'7 ~-=<J'T... \... \.. \ \'llr/ *"; / ,~" O//,//~"';~$>II;;;~-!(/I/II:J:./';c:. ,/ ~-=- '-"-~I.sr'~. ->..~\ "\,J'\\~\~\~\\~~I\\~ \l~<?'. /' / /'//$" /!f!/f;;-/!j/-~1L' .....-- l'2iH5i~t_POND_~EI I, \ \\~\\\\\'.I\ / .. Il~'?~""'II~/---:"'/./ '-.,' I '" ....." \, J \ ),)\~I\\\~./I' / /';; 1~/3Ilr( OJ') "I_II..... ,1 JIIIIP.\'i; / ://,7.-/1/1/ //, i :/ '/1/ ~ ;;'" /IIIIIIII~\$. /7(')/1/ /' /S 1 ' ~'II I '~I/I/)t\\~ /II{;~ "./ '8 I J I /1 / / .'.I!~'.,',\\II!' //:h~ 1119 / / / sf I J,~rl' .. I f I! i; I /,/ - I I I 1.(-' "," / 1;<> 'PI/ / tf:t! I / / " of " S:m' j, ,p;.'?" / I II; / )J'r I /! 1 \~'-.,Jt- / / ( ~'-.,. _/ ./1; ,'.. 97.25' . ,,__ nq1.1s ". I)(l '" .. / . J' , .. ..... I ,Q (QNlRA( T NO. 0258723 B.1.t.!. 1 I tI 2+1050 SHEEI NO. s< TO I.~l SHUT') sa .. Y)CS ,. ,~ AS BUILT REViSIONS SICNATURE I \ - -"- DATE LOCA nON 3 - GRADING PLAN STATE OF NEW YORK OEPARTMENT OF TRANSPORTATION [;Ph'''d~Jf; 110. GR3-) FILENAI.4E. oo<2l4CD..'2 + , ~ . N ~ . ,; ~ N ~ & ~ ~ N ~ & ~ "I ~ . C_ ~ ~ ~~;;; ~; e iQ. . lll> i!o ,,2' . /' . -alii S' ww"' ~;!;!lI zt::':s z WW ~ ..J.... v' l::;3 + hI NOTES, I. FOR SECTIONS A-A AND B-B SEE OWG. 1.40-2. ~ ro o w ~ u w ~ u ~ ro o ~ ~ < '" o ~ ro o ~ . ~ "' "' ~ IT> o W C' ':' u ~ ro o w z '" ~ w o ,~ .."...~,,~. .~ ~'7'-~-------' - ",' 0 LB , , . LB co r \ \ '.' ~,,, c';ec-",7-:-.cc~-, 0., . c r ^. "',C , \:< j \ \ , '\ \ ," \ \, \' , ,\ , \ \ ~_ W~- , - e-:~=:~-':~j:~-~~=---:~j I K~ "'~ 1\ I,\, r-:--iTru6i5.m-------\ I F----,..-~~.~."---.- - ", I ...........81 .......... "', I I ........ .........',~\ 0' \11 . . . .1\ . . IlA A it I \1 L -.J /'~r' 11 ./ \', I 1\ - /' '.~... . . \1 . . " : \ I L\/ ---/ \'.,. FEE /./1/1/.\..... / \, ~/ II .... L, ~ \, "\' T.E. /~I- I \ 8 --.J \\ LOO--p4J08 / I I .:.' O.H .;. '. ~ ITEM 201.06 M--- : _ \ \ . , +-- -o-u. -le"..--__+_ - 0 --+--- - -~_l-JJ--' - (T-~Y' I, @/.B 1\-,.,-- lJ-""- -------- ---------. o --,.. 'lI ~" -r' , :NYr'J~J7:r; ..0--29'/ }/ ~ " oj ----------~------------~--- =- .. '" w u < z < ~ ----- _// -\ --. 17"860 IofONTN./K HIGIMAY -.....-~---+------l-------I_----.--,'--------l- ------+---- -}- --___ 11+880 11 t900 11 t'320 11 t940 .------- -- -- -- - - -I ---- - - - ---.j - -- -. -. - --+ - -- - - - -.1- - 1 T~960 11+980 ~ o ~ ~ CCc~ci-'~-\- -, .t, \ 1\ Vi. - , (, '- " V~' , ~B. \ \ [\ .... \\ , , \ \', \ \. ..__:...J~-;'" \ :>. w ~ c' ~~ ~ ~~ ~ ~ ~ 'i: Q: "" "" ~ \ j '/\ I J ....\ \ ,/- FEO ROAD STATE REG. NO. CONTRACT NO. C;HH,T 101Al NO. ,II[[TS N.Y. 0258723 55 58 ORAINAGE IMPROVEMENTS AT FOUR lOCATIONS NY25 & NY27 SHB291. SHa22g. SH9305 SUFFOlk COUNTY P.I.N. 0042.1'1 I 5 0 ~.... J , r \ , \ \ \ \ \ \ ..J \~n..i'. ~ ===r-~=_~__-~.__ AHB AHB ____~__ AHE'. ~__-_~=~~:-~ A-HB'+---=---A~-A--=-- ~:.:.:-= -=--~ AI-lfJ. - AHB ~- AHB --- A B ~--"~_ -..r---r---.--r--------.----.t;--r---r--r---.,_...____;i'--'-"~_:_ ~ ,,/r-.-r----.----.-----c----r--~--"l:___.~._.__._-._____r_~ UL . 15 -. . "--,-.~~...-r +. 18fOO( AHf', ---- AHf) . NYT -36J8 FILENAl.4E oo421i100.WI2 a.l.N. 5 '.. 10 , SUlE 15 , 20 , 25 m nl @ I , I I I I I , I I I , I I I , I 1'\ :J\\ ) {J'\ -1 ,-- I Ii f1 (II 1,) \ I C> '. C~ \ II "I' j jl ,_=-=~--I:AHR >~W~ ~:f\' ItllIl , " ~"':="::':::"'.1 \.__ I @ ~ '.'. , -,.,::, All "-?'=""?:,~ AHf\ ,'" . AS BUilT REVISIONS SIGNA TURE OAlE BUN~ER Hill ROAD LOCA nON 4 - GENERAL PLAN STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION OP h 11' Itjl~ lln. GP4-1 + CONTRACT NO. rEO ROAD 51 ATE REG. NO. SHEf.1 NO. TOIAI SHf_EIS 0258723 -"t=~ C,~ooC.-O"'OoC' oo_L" ,," J , '\ , \ ," \ , \ , \- - -- , \ , \ , ~l \\' " " ',t \\i ,.., I~& ^ &^ &&---=----=----=--~ 1&1; ill ill " I lillill CD CD '\ I I /"\:.~;~~~'J CD \ I I ~\; I I \,\\ I I '\\ - ITEM 610.03 U I I \ I I, \ IT'" 610.0203 "___.11__11 ~L& 1 ([0 \\, SEED "'X '6 \::..J CD ' , +-u _I I,.\\u\\ N.Y. 56 58 5YLtBOl CD ~- C0 @ ill ill ill ,& DTY ORAINAGE [~PROVEMENTS AT FOUR LOCATIONS tHZ5 8.. NY27 SH8291. SHa22'l. sHlnos SUFFOLK COUNTY P.I.N. 0042.14 ~ ro 0 'O! . u w r .--(" u .. 2 a.I.N. 5 5 0 l--. -J - . 20 25 m ~ 5 --' 10 .' SCALE 15 , 6 5 5 ~ m o ~ ~ ~ o \ \ , \ -- .~ l_- 5 65 00 90 Co \ \ \ C5 40 //j:' ___ \<001< 1 J7 fl ~ ro o ~ ~ ~ ~ w I \ I , I , I , I I I , I , I , I , I: " I, " I' " I' - ,,,,-}MIH I ., :,:,,=:,-,- 50 10 ;;; o 'O! u '" ;:; r "l ~ " L co ~ ~ J: ct: '" "" '" 1!\ , fI' ~ ro o w z u ;;; ~ ----!t- -- -.- -- . " " " " " " "t. 11- . AHB _~~J] I~~~~~=~~~~.__ ,.' " -AII!l ~. ''''<36371 / "...y \ j' - 1 -0- --k r-- /((T .J6J8 N ~ ~ ='! . .,j ~ ~ w . .,;, N . ~ 00 w ~ u ~ . z N ., . ~ 00 ,,' ~ ~ - : . ; / ""';.., ~ "'" .- ~ Slii . w 0 /00 ~ roN ~, - w ill> . ~i 2' ~:H " "" .. " ww", ~. i~11l ~ z~ , z ww " ~~ ". ;;:20 + '" -- If" < MOIffNlK HIGII/I/ll' @ -- .j _'-0 _ ~ _ - -_ _, __ - ~- - - t- - - - - --- >-- - -- 17+920 17+940 ~ ---- ----~------+------~-----~- 17+880 11+900 -- j- 18+00C I 11+860 I \1+960 --j 11+980 AS BUILT REVISIONS \- ,,------ uf. I .- ~r--r---r-- . , / 't' \\ \ , \\, -~~'=-=-==~-':::':J-- ~. _~::~'~_c__:~~~-,J;.;;:c.:.- ~--c~_=~ _:-',. , '); ~ \ i c=-=-..::.-:------:--- L F-." , ~ ~ ~~ roo-- r----,---.-,--._.-,--_--.___r -.----.----r---.---t-- SIGNATURE OATE -r---r----r----r--'-.----,- BUW:ER HILL ROAO \ , , , \ , LOCATION 4 - LANDSCAPE PLAN STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION rWt,wIIH; Il'):" LP4-1 FILENAME 004121-400.Wk2 + ~ -(" . N ~ ~ '" . -d ~ ~ ~ N .. ~ " & ~ so ~ , ~ , & "' & ,") / "I ~ . / C~ ~ 0& . ~-~ ,n S'iii ~ . 0 /& ~ ~N if':' ~ W ;-- ~ 8. " ;:: - i ..:!is' " '" ~~~ " , i!;!!J " z- , ~ ~~ ~- .' ;;:1\ + ,,, ;;; o 'ti C' ~ is ~ m o ~ ~ ~ o ~ ", u t! ., 2: ," n' ,Cl ~ u t,:! rn u "' Q v' ~ :::T LB w <..r w --.::....:.~,;.::.:...- ~'r 450 mm C4IP , , 11+660 .' ..... -.. -.. -. -. - - -. -. -. - - -.. -. ~'-- BOTTOM ElEuTtON = 10.260 m e:L_~~iN~-~5-~\-~~_~6Q- . . . 4-1 __LB_~_~JS.!~I__ INY NE 10.452 '-'-.'\_'-'-~-,,--,-,-,,~,-~ -."~ (-l o o o o '-.! fIX} mm CMP - --7:---- ST Q.-(3.' ",. ,,<e.__ - -~ - - ~>- =- W LB ST ---c::J ~ -..L....r--- ::'1 D- -- - - o1~O -...: ~~D- ~ - :::>1 __~.;T W W ==-:5f .w w wT tne; ~ ~ __ _ .+- _E-- _ 0..' _ +___ _ __0_ _ 17+8 0 E o ,~ ----------- -~--~---- , \7"'920 MOIffI>lJK HIGHIIAY @ , I 7 ~940 w -,- 11+900 w 450 mlfl flC! -~~ - - W --- W ----- ~~~- ~~= -~-~--- w _.... ,.. -, ~~T L450rrrTllj'1te. p--- __ 11""- -6- UL ., I ,,--'-r---r---r---r--~-....--r-,,-__,__ ~ --,,---,- -:-=r-=-cI.;.J- (~ , , t- , 'J '\ , , , , , , NOTE: THE UTILITY LOCATIONS lGAS. ELECTRIC. TELEPHONE, wAfER) SHOWN ON THE PLAN ARE QUALITY LEVEL 0 - EXISTING NYSOOT AND UTILITY COUPANY RECORDS WERE USED TO LOCATE SUBSURFACE UTILITIES. -,__.4 1 In 1\ In FH-X I/' ,- w w ,\ " w -r_- u " -, ...~-.--- '" ~"'" " " , , " , , " " " ii,' , , " " " ','I ." :' :'1 :1\ :\1 " " " " " " " " " " " " II,., ,,' " " " " , , o " , , " I, " , , " , , ,I .1. \1 ,I " " " " \\-,.,.- -""---:::; \J'" f < ' UL - 15 r\ \ 1 ~ ~' ~'3~3J -:"~J- ,\ Q ~ \ ~ \ ~ \ \.. ---. \'I ~ ~ :;: Q: '" "" '" 15 uW . _ ....__.~______.__~ -----------00-________._ _~_ ._ __ .~~ \ , 17+980 N 'f'-'" , I -f':- : "'---- / '/' I J \ \.... \ L_ .1iJ11'~~~'-::;'CJj .. -w w -- -- --- 'II --- W 1.Ii. " " \ i',/;'.I .', 1 FED ROAD STAfE CONTRACT NO. ',H[fl IOTAl REG. NO. NO. ':;\1[fI5 N.Y. 0258723 51 " DRAINAGE [MPRQVEM[tJTS AT FOUR LOCATION') NY25 & NvZ7 SH8Z91. 5118229, SH'130'i SUFFOLK COUNTY P.I.N. 0042.]4 5 0 l.-- ' .- - \ \ \ \ \ \ \ . -I MYT -36J8 w I 18tOO( B.!.N. 5 , 10 , SCALE 15 t 20 25 m ~ I , I , I , I , I I I , I , I , I (t" ,'j' >.1 l)\ ',]1 l},l'i :.\' "11 'I' " , , , fI' '\ I \1(.: " " \ I,~') . I I " , \(',"fv'-, II';'! T \ ~~ i ~~H BI22'~E~G 2~:..::, " /~l;) ~ INV N 9.]85 INV SW 10.324 \ ~ 0 It>W _ .~-~~~-=:~.~~-=--=:~--=~-=-~ -1'_- '0. ;;-,~ 'I lj II" ,~~ o " w NYI' 11.1. :'. 1 -..__._"7 w -'II DAlE LOCATION 4 - UTILITY & DRAINAGE PLAN FILEtJAME 0Q421400,WK2 AS BUlL T REvlSIO-NS S]GNA TURE BUNnR HILL RO^O STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION IlfJfdtlrlr, tHJ. UO~ I FI:.O ROAD STAlE CONTRACT NO. ',HfT T ](JlAI REG. NO. NO. ')IfF(rj II \ 0258723 II N.Y. 58 58 <, II -- ORAINAGE IMPROVEMENTS .SOO II Ar FOUR lOCATIONS ." II ., f NY25 & NY27 II 5H8291, SH8229. SWI305 II SUFFOLK COUNTy II \ \ -- r p.r.N. 0042.14 B.I.N. /J II ., II Cl 00 ." II I J " \ 5 0 5 10 15 20 25m " L.- - 1 I 1 I .- ~ - - " SCALE I I '/.) /J '.)Q ." V." ~ Vo m c ." b I ;, w .'" r I 'b v /.) I ." .100 ." I ~ I 1].200 m ~ I ~ ~ , m \ c i" \ ~ < ~ c ~ m I' ". '",..11 ".11 .11 ::1 :'11 :1\ 'I II II II II II II II II , I II II II " II II II II II BOTTow ELtVATI~N " 10.260 m o i" < ~ ~ w !<-~600 ." 12.900 m .. ~. ~ , ~. ~. , " ./ <'SOO "". '. " " ~ ~ ~ '- ~ /2.800 m / .~ / / " ~. " " o w v w C. ~. '. / "--.. ,~~ ~. -12.400 m ___ ~ ~ 0 '" " ;:., w 0 }oo m \'1. ~ .:! ~ ,7..1-00 m w .. ~ w v < z < " m "; '" i" ~ ~ ~ '" . ~' .~ U-_" ~ .-;; ~ w 0 .-- ------ , ". I / " -/12.300 m.., 'J.t~ o "1 / "" / " o -" o (;I , () FH-X-] --~ - --::.::..;..::.-=-=-=-= = =-:: - - - - ~:::"" - ~. " . ---------.-. ------- --- ------ -- ._-----------------~--- -~-----~------------ -.-----.--.- - ---- 1 11'-860 -- - --+- - - - - - + - - - - - +- - -- - - - ~- - -. - - -,-- - ---- - --- -l - -- _ _ ... __ _ _ 11+880 11+900 11+920 MOIffNlK HIGH>'IAY @l - f - --- _ ___I-. ___ /1'-940 ~~ .------------ ----..-.-----------.--- ----------.- .--::--==--==-=-= ~--F"'===-~.~____===__:_:=F= \ ''') --.1- -.1- , 1 7'-960 \ \ I \ \ \ )111 I I I I I I I I I I I I I I I I I I (II <:1\ ::-11 1.11 (" ,./1 .r. ;~ 'I' " I I' "I() I' I " I \) I I l./I/./\-\ V^I/./ \ I , , II II II II II I " I, I -",--,~ I \ .' 11 I' I' " " II II II ';jI ~ ~ 'i! '" "" ~ ill ] : 1/ ; ~---- -.j -- .-/- .. 11'-980 / la.-oo( AS BUILT REVISIONS ---'-----~------- ..----L:.-=-==-:...--=---..:.~_=:....-_::~=___=_-.:..~~~.._::_~::_~__=__==-__=__::_=__= --==~_-___:_-=_:_=_:_::__=____=__::, 111/,/\;\/_'// SIGNA TURE (': .~'T t. '! \\ I ~-r-----.---"'-----'-'---f'- ",-' -r-- ...~....- ---. --'~--l---r-----T---'--'-l:_~"____._-____r_--....__~'..--r _.-_-.----~-~-"r-.........--_r ----r----r----r---c---.-.---.--.......----r-_...._.--r-_---.-------.--............----.-__..,. ), DAlE I , , , BUNf.[R lULL ROAD \ \ /'J\//'/,,, LOCA T/ON 4 - GRADING PLAN i - -n ,. _.~ STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION fILOIAM[ 00421 <lOO.WK2 [)fUdI)W, tifJ. GRot-] ~LANDSCAPE DEVELoPMENTTABLE----------- ~------- PIN 004214 DESCRIPTION: Drainage Improvements at Four Locations .NY25 & NY27 - Totals shown for Loc's 2 &3 only UA T~: December 11, 2000 LANDSCAPE DEVELOPMENT TABLE ITEM NO. SYM I QUAN GENUS & SPECIES I COMMON NAME I SIZE I BALL I SPC I REMARKS MAJOR DECIDUOUS TREES 611.010154 S Salix niobe Weeping Willow 50 mm CAL 0.60m Street Tree/Specimen Quality 611.010164 Fa Fagus sylvatica 'Purpurea' Purple European Beech 60 mm CAL 0.70m Street Tree/Specimen Quality 611.010173 A 10 Acer rubrum 'October Glory' October Glory Red Maple 80 mm CAL 0.80 m F 2 Fraxinus pennsylvanica 'Patmore' Patmore Ash 80 mm GAL 0.80m L 2 Liriodendron tulipifera Tuliptree 80 mm GAL 0.80m Street Tree/Specimen Quality 611.010183 Q 4 Quercus rubra Red Oak 90 mm GAL 0.95m SUBTOTAL 18 MINOR DECIDUOUS TREES 611.020164 Cc 6 Cereis canadensis Eastern Redbud 25 mm GAL 0.50M Multi-stem SUBTOTAL 6 EVERGREEN TREES 611.030173 1 7 lIex opaca American Holly 2.00 m HT 0.61 m 2 14 Pinus strobus Eastern White Pine 2.00 m HT 0.61 m 3 10 Picea abies 'Pendula' Weeping Norway Spruce 2.00 m HT 0.61 m 611.030183 4 6 T suga canadensis Canadian Hemlock 2.50 m HT 0.67 m 5 6 Juniper Virginiana Eastern Red Cedar 2.50 m HT 0.67m SUBTOTAL 21 DECIDUOUS SHRUBS 611.040122 Va 30 Vaccinium augustifolium Lowbush Blueberry 0.40m HT. 3.79 L 0.60m O.C. Vigorous, naturalized 611.040153 Ca Clethra alnifolia Sweet Pepper Bush 0.90 m HT 11.36L 0.9Om O.C. Vigorous, naturalized Gs 55 Cornus sericea Red Osier Dogwood 0.90 m HT 11.36L 0.9Om O.C. Vigorous, accent 611.040162 Vd 50 Viburnum dentatum Arrowwood Viburnum 1.25m HT. AOmDIA. 0.90m O.C. Full to around. 611.040163 Fi 145 Forsythia intermedia Forsythia 1.25 m HT 0.35m 1.25m O.C. Vigorous, accenUscreening Lo 190 Ligustrum ovalifolium Privet 1.25 m HT 11.36 L 0.90m O.C. Vigorous, screening SUBTOTAL 470 EVERGREEN SHRUBS 611.050141 Bs 150 Baxus semprevirens American Boxwood 0.60m HT. 0.30m 0.9Om O.C. Full to ground. 611.050161 19 115 lIex glabra Inkberry 0.90 m HT 0.40m 0.90 m O.C. Vigorous, screening Tm 115 T axus media 'Hicksii' Hicks Yew 0.90 m HT OAOm 0.90 rn O.C. Full, screenino SUBTOTAL 380 VINES AND GROUNDCOVERS 611.060111 GD 30 Carex Dennsvlvanica Sedae 1 nt. 250mm O.C. Vinorous, c.o. 611.060151 DD 30 Dennstaedia Dunctilobula Havscented Fern 3.79 L 300mm O.C. Viaorous, c,o. SUBTOTAL 60 + ~ m Q W Z Q ;;; W Q N ~ of ] . N . ~ ill W Q / ~ . z N ~ . " ill m Q / ~ ~ ~ ~ ~ ~ ~.. /R! Xl, . lllu. ~W ~ ~ ~~ ~ ~ u_~ '> "II" ~ ww~ W ~ ili'"'w ~ _w w zt;::::l z wW '" ~~ ;;:g + ~ w Q ~ m Q w ~ U W Z U ~ m Q w ~ ~ ~ ~ Q ~ m Q w ~ ~ " ;:: w w ---- ----- ----- ~ ---- ----- ~ \ \ \ \ \ \ \ \ \ \ \ ;_-L_L-n: · LB La ~ " II/DOLE COOf(fRr R(J){J @ :; L 1 ~.L ' - 1 -1 - ~ - ~L - - + - - - ~ - --1- - - + - ~- --I- ~ +__-+---~---r------~---~------ -- ,- ~ '. - - ":0- - - -:, F' 0+900 0+950 1-.-r~3 0+ -119 I -Ll__- w . l8 o ",,0 C} 0 ~ ~ ~~-----1t--- --1- ~--- ~ I \ --- ----- . ~ a . _____________ ~. _ _ _ r _- l_--+----+--~ t----I- I VI +- _ _ _1_ - - 0+150 w ~ m Q w ~ u w z u l8 :5 w > <I: <I: "" Cl Cl f- <I: a: a: <I: :>: ___u=~_r-h,\ L~ n .f, -~--......---~ 10 L- FR[~G.R2~~ STATE CONTKJi.CT NO. -"':i'5H'EET~- C'T;;f' N.Y. D258723 ! -c. . SHErT~1 ORAINAGE IMPROVEMENTS AT FQOO lCCA nONS NY25 & NY27 SH8291. SH8229. SH930S SUFFOlK COUNTY P.I.N. 0042.14 NOTES. t. FOR SECTlON A-A SEE owe. RB~1. 1,0 4Dm \: J ~_---\ f -~------ \ i //f \ ~ \ \ \ c:J\ \ -j. . .--\ o _I - 10 , 20 I SCALE ...,---~- B.l.~'. L8 --c:r-.~ I I I I . I , j I I I /O/J 6::> o r I G<;TAS>U...H/Alb TUJeF (sfl'J) MI)(#4) IT"P.# /OIO,OZO?1M --"?lDrSLOPES oF BAG,}) ,^ B;TA5L.I.....ttJNG. W1L-DrltWe~S. IT€M.I/''''IO'O~ M -e.oTrOMcF~'N c ..J . , I /"' -f; '/~ + ITElJ 10607.4062 M II I .. . 1/5 T.M AS BUilT REVIS!ONS.---- SIGNATURE ~ :.'?.-E_ UARRATOOKA AVENUE LOCATION 2 - GE~~?AL P~AN STATE OF NEW Y;RK DEPART~ENT OF TRANSPORTATIOf ORAW.tJatr~ i j;:{~~ + ~ ~ " w ~ ~ ~ //1 / / " " ~ " ~ N ~ ~ . . ::; " ~ U .. . N ~ . w lli " . ~ z . ~ N " . m & & " ~ , ~ ~ ~ > . . ~N h-= r: ~& ~& K!i!i. iliu. ~ ;:!:~l " u=~ ~ ;; ".." ~ w w!!,~ ~ ~ i-tl: ~ z~~ z , ww " ~~ ;;; -" w ..." + " ~ m " ::t u w ~ u ~ m " w ~ ... . ~ " " " '~ ~ '", "., "-'I "', ''-,_ 2"1-.]:"" ~" '-'-,,-,00' ......... ',.~ "", / , ; ~ m " w ~ u w ~ u I / I / I / ,/ "< ~, " w z " ;;; w " " ~, '/( '-, J " ---- 'k, ~~, " '. j ~,2t35o ---" -- /' , ./ ; , '- , / \ \ o " ~f / ~I .j I /11 TEl .~ ",' "I i'//' -'i-' 'C, 1 / -I / " I 2+450 REMOVE ASPHAL T SLUICEwAY UNDER [lEU 203.02 ~. RESTORE WITH 100 mm OF ITE~ 613.0101 j,j, "m ' ,;;,=1:$00 ,+ POND \: CSl' )--:CO:t/:J).PXZ')_,,~' _ o :30 Cp 30 Pf' ; ; ; I 1 890<;"5 '1'/9;5" r I I -----" ---'f- , ------ " ,,~ .. ,,55, -~- '~49 ~"~,,, 10 20 30 SCALE '0 50 " / .0 / "- .,-~-.._- fED ROAD SUTE REG. NO. ,.,..,.~.:::-~.~.. - .=. CQiHI\ACT NO. . S1i;:U:C..... ~]~C. ,$ N.Y. 0258723. ;.. ORAINACE IUPRQVEUENT$ AT I=OUR LOCAnONS NY25 & NY21 SH8291. SH8229. $H9305 SUFfOlK COUNTY P.I.N. 0042.14 B.i,,'oI. NOTES: 1. THE CONTRACTOR SHALL REUOVE ONL Y THE UINiUAL .:.WQUtfT OF" VECETATlON REQUIRED TO INSTAll THE 365 mm x 5,3 mm ELLIPTICAL PIPE. THE 3.05 m fJlOE DllAEtJSlON UAY BE INCREASED WITH THE APPROVAL Of THE EtlGINEER. , -c - +- r~ _I @ M;~DL~ ~NTRy,IlO~[)~':--_____~~~~ __-j_ 2+550 '___~'H~~600 - -+ - - + - - +- - -- ~- - -- t -. - -1- - - ,- 2+650 _u_ "~ --- - --~ ,- ----- - --J D/ ,/ / / / ! / .., / <0 'iy.b)~7.D":J~J-:'~_~ 25 IG. :$ - ,~(' . ITEM 201.06 M 0.05 m WIDE. SEE NOTE 1) '~, , ) @ " '~ -----~ ------------.. ~ ----- I ~J ~7 I I I I ! It .., I I . I I ~ ~ f ~ i ~.l , I I I , ! ~...--=,.-'-"'- AS BUlL T K!v:S~C~-" . --'~-, ~. SIGNA TlIlE -~ I I OPPOSITE OF ENV!RON~~NTAL NUqS~R~ , I LOCA no," 3 - G~N"RAL P_,:..\ S~ATE 0< NOW vOR OEPAR~fi.EN~ OF T:ANSPORi,\::ON FllENAME 0042 4 D.Il i ORA",:;;oC __ ";0. - - ~.ttJ~~ ~"'4.' DATt .1)100 100.0 -........ J...~_____ _ __ . .. ~ - -r<?U6A CAJJA;f)(3~/<7 C-ANAD/A!J H:1i14~ F - FRAx//Jur. f'EIJIJ<?'fLVft/-J1CA A?t.l A. Netz.. f2-ue.P-V~ j2.~];> 1-iAP/...1:; r' :00.0 I ,. . v~ - VAC:V/AJIU)..l AU6v>TlfbuUM UW$I);./i I3WE"BE~Y j- , , ~-j- " I ._-~---- . ,. ELLIPTICAL PIPE '- SWALE Dp- DGA.lAJS>TAe TIA PUlJc.T/l"ClguLA L !-/AY<Sa;NTEf FEJ2.A) c.,p - ~x PeJ.J1Jf3:,Y,-VPrlJ,cA un.._ ~br..F .- , , .-,'.<1 95.0 S5.0 0+000 0+020 0+040 0+060 0+080 PROFILE OF OUTLET CULVERT AND CHANNEL I - 1 I I IJ ~ w ~ '" I ~ ~U ) I~I ! ~i!i + i!I + FED_ STAlE SlEET llITM. IEC.III. D258723 III. 5IEE15 I! I N.Y. -- ... ~ _ III'IIllIIEIEIl AT FCIl.R LClCATIlIIS IlY2l5 lmT ~ :3- SIII2tI. SIII229, _ !i! SlFFCU COlIITY 0 P.I.lL 11042.14 1lJ.lL 0 ; ~ ~ .. Ii . HlIlIZONT M. SCALE PIlII'05EII TI'-II' GUTlBl- r-PIlII'05EII TI'-II' GUTlBl I5EE IETAI. III DIe. 111-11 // I5EE IIETAI. III DIe. 111-11 ---- / " I 2.A3I . l YAIIES u" . l VAllES / 1llIIl1lISIIE_1IITCII 1.144 . PIlII'05EII SOIIIHSIIIE _ IIITCII EXlSari__7 / I5EE ~ 111-1 Fill lIEf AI. MIl I1EII5I A5PItM. T SIIOWlER TRAVEL UIES ASl'HM.T 5IIOII.IIER I5EE DIe. 111-1 fill IETAI. MIl I1EII5I / '\ rFari A5P1tM.T EXIS1IIIIl GAOlIIl ~_ALCIIf t 011 3 114\ OIIERUY Ii5 ...! '\ ::::--- :---.. '\ ~ .... .--:; ~ - ~----- ~ I 1 - \ I t 1 -- -..... _, I I ""\ \J I -ITEII 0I4CB.I2TI02 M 140 .. \ I '--ITEII 4OT.IlI M '---I ITEII m.02Q2 M - 200 _! EXlSTIIIl ClIICIIE1E ITEII m.os M - TYPICAL SECTION LOCATION I I I l "'- "'-I I I 1.1 . T.3 . 1.1 . I 5IIOII.IIER I TRAVEL UIES I j:. ~~- 1.2. I EXIS1IIIIl_T ;ZS- f I OIIERUY Ii5 "t- 25 -'l. U -L200 _! EXIS1IIIIl .-osm _lE - ITEII 0I4CB.I2T102 M MO .. '-ITEII 4IlIJO M 140 ... - 1TEII4OT.IlI M TYPICAL SECTION LOCATION 2 l 3 . ALL DIMENSIONS ARE IN m UNLESS OTHERllISE NOTED ITEII DESCRIPTION IIIIT AS IIIL T IInKnlIIC 06403.1211 02 J SPRPAVE HNA, OWNSTATE H VOl.. 12.5 ... Fl MT 401.01 lACK COAT L 490.30 3 MSClLNOOUS COlD MILLING OF BITMNUS CONC SQlI 10608.0205 ASPHLI GONC. SOWU DRYlY & BCYCLE PATHS MT 633.0202 3 CLEANING EXISTING PAVEIENT & SHLDER SQJ,I _TIllE DAlE 633. OS CLEANING SEAlING & FILLING JOINTS/CRACKS LS TYPICAl. SECTIONS . - SaTE IF NEW YORK . -';'":,, DEPARJlf:NT IF TRANSPORT A TIl* . ~ F..- REllIIIII I DAlE 1-::111. OII42I4AA.TYP 10 TI9I99 Ii I Ii e ~ Ii I Ei Ii I Iii I '" :! ~ w < I 8 .. Ii i- I T I I + ~r-I \g~1 ~ ; ~ T~ \ ~ 1= I \ ~ ~:i ill: t \ ~~ M Iii i ~ /~~ t ~ -~ /~ \ I ~~~ .+ t /\/ \ ti' , I 1 1 ~ 1 i I , I I \ \ \ ~1 ~ · i \ t 118\ L ~--1 it~ III ,- i I ~\ ! '\ 0 \ L------- --~ 10 - + .. I 8 \ I \ Iii L-----i ,1 0 ~ t. \0 __--r-------1 ~- -4----- ~ I . o o . . I 2 o Sl .... 1 - - 1 I \ I \ , \ I \ I \ \ I ) \ 1 I , \ \ I , \ -\- I I \ 10 I I", \ -t"'+ \ ,0 \ \ I I \ T I I \ 1 I 4- \ \ \ I r \ \ \ T \ \ I , \ .I.. I -::+ '3MI 1I1IOOJ.IIll!ll;lH .IlICI3lI:l~ A8C1lllVll(J- A8 CI1lWlUS1 .Ill GD:lKl A8_ - i ~ I II- I ;1 i~ I l!sl!s ~I- ~i 10 i !i M ll:i CI I'I,!I It - --+- + svm 'V _ lOt ~liS30~ 'J _ IIOIBI ........ . IBIII + _lMI\tlMl\--'~: =tfLdl . + . liD I liD ; .. .. I .. .~- _u-v _LFO- 'v/ .~- _u-v -\.fO C6 C-I TO 6.250 2-5 INV N T.I02 L6 !EXISTING) N SEE NOTE 1 \.fO ~---+ t---~ --1- _-t----l----I-- 0+150 -\ Ii I / 2-1 L6 !EXISTING) SEE NOTE 1 2-1 C6 61220 TO 6.301 INV W 6.624 tNV S 6.599 \.fO Ii i LB (EXISTING SEE NOTE 1 j ~ 0 "" ~ w ~ I I l!l , I . .~d '!I I ~8 + \.fO 10 L o J 10 I c:J \.fO _ \.fO zo I SCALE l.FO -+- -t--- -l t- ---\ 0+900 /MD.f aumr /fJID @ --I- o -0 _I CB AI220 TG 6.262 INV W 6.660 lNV N 6.499 INV S 3.260 END SEC1lON lNV N 3.000 o 30 , l.FO -+- 40. I LFO -I- -\ 0+950 o o , F""'f STATE I II.Y. D258723 ~ __ III'IllMImIlS AT FlIII UlCATIIIIS IlYZli . IllZT _. SllI229, SII9305 SlFFCU COlIlIY PoUL ClIM2.14 LLIL NOTES. I. SEE BASIN RE~VAL/A6ANOON DETAIL ON OWO. 00-1 LB (EXISTINGl l.FO l.FO l.FO t- --I -+- -t-- -I 1+000 B STIN) -19 AS IULT --- SJIlIlAlIIlE LFO- + 1- GATE _TlllIlAA_ LOCATION 2 - UTILITY 8< DRAINAGE PLAN II STATE IF NEW YR DEPARTlENT IF TRANSPalTA TI~ _1lOo 002-1 ~ _1- + I i 1. ~ Id =1+ I 'v/ Iii I Iii i ~ ~ .. ; ... Iii I 8.0 II 7.0 m 6.011 5.0 II 4.0 " 3.ll11 7.6 m E :i Iii I I!I 7.811 ~ ~ ~I I o ~ II:: ~ :E a.7 II 8 , D \0 L. o J \0 I 10 I SCALE -l <:::::: 3.9 ... 30 , 40. I -t 0+950 o o ~ -:: STAlE \ N.Y. D258723 SlEET llITM. III. SIIEElS _ III'IIlIIIEIEII AT FU UlCAlIlIl5 fIY25 . IlYZl 5ItI2!I\,SIII229,,_ SIFFOUC COIIlIY P.l.II. 0IM2.\4 LLIL I- --1 _+_ _+-- I - + - I- 1-l{)00 AS....1 ~ SIlIIAlIIE _lllCIlAA\8IE LOCA nON 2 - GRADING PLAN GAlE r.'..:... F1EIIMIE 00421_2 STATE IF lEI YB DEPARTlDT IF lRANSPORTATION _III. GR2-1 + Ii &l I Ii i PlIIIl --- ~ ", _/ Ii I / Ii &l I ~ , "'~"'Ic'so "'-, ~ '" ~l ~~r, I I ~ . ~d I~I ! ~l!i+ 1M i l!l .. :. -af STAlE 1 LY. D258723 _ II'IIIIIDIEIIYS AY FCIl.R LIlCAYIlIIIS IlYZ5 . IIYZ'I 5III2lI1. SIII22!, _ SIFFlIU CllIIITY P.I.IL 11042.\4 8J./L 5IEEY lOYAL III. 5IEEYS II SCALE , I , -t--+--r--~--~@~!~-_!~~~--'--~--~--+--+--+--r--~--~--~ 00 2+550 2+600 +650 - l -e- ~ l - -7 c I I I / I I I / I ! I / .... / I I I / _III. T- I j I j I f I j I ! I j '~, j.... ------ , ~, I -.............; D AS IIIIL T KVICMIIC _YIIE DAlE lA'GSIlE IF _.. IlIIISBlY ~ STATE CF 10 YORK IlEPARTIDT CF TRANSPORTA TIl* FUIIME 0042I4C1L112 . i t ... I I~I ! ~8 + + li fil Ii r: .. .. ill ~ .. .. I ... LB !EXIST) 3-3 li fil Ii a [] li i ~ .., :; ~ ..! i !! FED - STATE REG. Ill. D258723 5IIEET mM. Ill. SlEETS 1 V, __ III'IIIMIEIITS AT FCIIIl LlICAl11IIIS IlYZ5 . IIYZT _I. SIII22I, _ 5IFFlILl COlIlT'f P.LIl. CIIM2.U II StM.E II.LIl. - 3-6 LB M2135 TG 98.672 -- ~ 3-4 LB M2135 TO 100.423 "-, 3-1 LB MI220 TO 98.490 lNY E 9T.4T! INY W 91.398 lNY S 9T .398 LB MI220 TG 9B.532 INV W 91.500 -1 LB !EXIST) / -~ LB MI220 TG 99.6TO STA 2+560 IffTQ ~ ~ ~ ~ ~ ~ ~ f~~~~-r--~--~@~!~~!~~~--~--~--~--+--+--~--r--~--~--~ + 00 2+550 2+600 +650 -e- 1L93 D 315 mm RCP LB !EXI5T) -1 IHY W 9T.5oo I I ; . /' " , I V' / -1 LB B1220 (8-2) 1G 98.544 lNY E 9T.411 IHY W 91.361 lNY H 91.36T LB B2285 {B-21 TG XX.xXX ST. 2~46.2 WH .1220 TG 98.581 IHY E 91.30T [HY W 9T.491 IHY S 9T.231 AS anT KUICMIK _TIllE DATE lIPI'llSITE II' EIlYIIlCNEIITM. II.RSERY LOCA TION 3 UTILITY & DRAINAGE PLAN :~ - 00421_ STATE (F lEI YORK IlEPARMNT (F TRANSPORT A TI~ _Ill. 003-1 + :. -:r STAlE I LY. D258723 SIEEY mM. IlII. SIIEE1S ~ i .. __ IlIIIIDEIlIS AT FClIl LClCA1lIIIS IIYZI . IIYZT -. SIII22I, _ 5lFFOLl ClllIlTY P..... lllM2.I4 IWL . saLE .. . I ... PlIII = ~ -......",--, I '- ,,' ~ ..... ~i.~~ :-... :'~ '........ "- " ,~ ,,~ ~" -"~~\ "- '~,\. " \ '\- \. \. :?1'/~-V \. \. So \ ~"\"""'': '\ '- _ . \ .. ~>".-~\ ~ '\. "'..., -- - - - '" . .). ~...:f~~~~~'l! 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