The URL can be used to link to this page

Home My WebLink AboutPeconic Bay Estuary Drainage Improvements NYS DOT Maps Q). '!> . 8 ~ ili ~ ~ ~ ~ ~ ~ > . . -' .~ ON ;,;l ~N -5ill -'N 0 f~ 0 Ji!5 : .....~.h ilN'" ~ o ~ !> ~ w "'!I'ffi '" ~l=l/) V) Z.....::J Z ",,,, 0 ...JI- ;:;:; ~<!!i + ~ 111111 -h ~ ~ o w ~ u w ~ u ..."''''' STATE OF NEW YORK ""'..., REGIONS &. LOCATIONS OF REGIONAL OFFICES Ol'THE STATE DEPARTMENT OF TRANSPORTATION , I . ,J OA"'" ~ ~ o w ... ~ ~ ~ o lAKE ONTARIO ~ ~ o '" ... < '" i= ~ w THIS PROJECT IILL COIISTRUCT 1UPR0VEMENTS TO EXISTlIIG ORAINAGE SYSTEMS AT THE FOLLOWING LOCATIONS. LOCATION I - JAIIOS CREEK. IIAmTUCl LOCATION 2 - R1CllIlO/ll CREEK, PECONJC LOCATION 3 - JOCKEY CREEK. SOUTHOLD LOCATION 4 - TOIN CREEK. SOUTHOLD LOCATION S - BlllDS POND. SOUTHOLD LOCATION 6 - DERING HARBOR. SHELTER ISLAND LOCATION T - EUGENE'S ROAD. CUTCllOCLE LOCATION B - IlILL CREEK. SOUTHDLD LOCATION 3 - EAST MARION SEA WALL. EAST MARION LOCATION 10 - SAWlIILL CREEK. RIVERHEAD LOCATION 11 - WEST IIAIH ST. MIl 1432, RIVERHEAD LOCATION 12 - WEST IIAIH ST. IoN 141B. R1VERHEAD LOCATION 13 - WEST MAIN ST. EAR BANK. RIYERHEAD LOCATION 14 - SKIPPER HORTON PARK. SOUTHOLD ~ ~ o w ~ u w ~ u CONTRACTOR'S NAME AWARD DATE COMPLETION DATE FINAL ACCEPTANCE DATE REGIONAL DIRECTOR, ENGINEER IN, CHARGE FINAL COST TOTAL ~ ~ o w z o Vi w o FISCAL SHARE COSTISI ~ w o ~ z ~ '" ~ o ~ D259273 STANDARD SHEETS 11203-2. 11203-3, 11203-4. M603-IRI. r.t604-S. M604-6RI. M604-TRI. M604-B. r.t60T-II. M60T-l2. r.t603-2. r.t603-4. M611-1. M65H. M655-3RI. N655-IOR2. M655-IIRI. M655-13R1. M655-14. N663-1. N663-2. M663-3. N663-4 ! STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION OFFICE OF ENGINEERING PECONIC BAY ESTUARY DRAINAGE IMPROVEMENTS VARIOUS LOCATIONS ALL WORK CllNTEMPLA TED lIIlER THIS CONTRACT IS TO BE COVERED BY AND IN CONFORMITY WITH THE STANDARD SPECIFICATIONS IIoETRIC UNITSI OF JANUARY 2. 2002. EXCEPT AS MOllIFIED ON THESE PlANS AND IN THE ITEIlI2ED PROPOSAL. 67 SHEETS CONTRACT D259273 SUFFOLK COUNTY LOCATION 5 LOCATION T LOCATION 4 LOCATION 3 LOCATION 11 LOCATIOIIS B l 14 LOCATION 12 LOCATION 3 LOCATION I LOCATION 13 LOCATION 10 LOCATION 6 GARDINERS BAY ATLANTIC OCEAN 2 0 2 4 6 B 10 m h- I I I I I I - SCALE MAP PROJECT LOCATION RECOMloENDED BY RECOMloENDED BY APPROVED BY ~iKlp, 11?~t. .J I'Dh."/OZ-~Y~~z- WOo ACTING REGIONAL TRAFFIC ENGINEER . DATE ACTING REGIONAL DIRECTOR I OATE F. PEARSON. P.E. T.F. OElERICH, P.E. , /0~Z ONSTRUCTION ENGINEER OA TE PECONIC BAY ESTUARY DRAINAGE IMPROVEMENTS VARIOUS LOCATIONS SUFFOLK COUNTY FEO. ROAO REG. NO. I FEDERAL AID PROJECT NO. CAPITAL PROJECT IDENTIFICATION NO. I INDEX ON SHEET NO. STATE N.Y. SHEET NO. I TOTAL SHEETS 01 . .. 1 ~ N ~ ill / ~ ~ ill / ~ L . > ~ g~ .~ .... ~N ~ ~Na ~' ~ .!;j . ;3 I ~ -alQ ~ i3 ~ > ~ "' ~~f5 ~ :z:E:~ % ~~ ~ l;:! + ~ 111111 -r ~ s ~ = TABLE OF PLANTINGS ITEM SYIIIlOl COIIION NAIIE QJJANTITY tEAl 611.010165 M Q WIllOW OAK 611.020164 M AC SERVICEBERRY 3 611.040111 U RW CARPET /VIRGINIA ROSE IS 611.040IS2 M 1M' BAYBERRY 25 611.040IS3 M PM BEACH PLLlol 5 611.040163 M lO PRIVET 25 611.040163 M CA SWEET PEPPER BUSH 15 611.040183 M BH GROUNDSEL BUSH 25 611.005IB2 M RM ROSEBAY RHDDENDRON 3 611.010123 M SA SPARTlNA AL TERNAFOLIA 15 611.0T0123 M SP SPARTlNA PATONS 120 ~ "'" ~ ~ 0- ~ ~ 0= ~ ~ "'" ~ ..... 0- ~ i"!: 0- ~ ..... G G G G w ", > ~ V1 = -< = ~ r ~ ", ~ ~ C> = 0 <.> :z > <: ~ p .... ~-o- e Ie 0 ~ I i11~iP 0~~0Q I ~ i11 ~ 0~ ~ 70 ~ ~ I :P ~ ~~_ I et~ i~'?f / 13' ~ I ~ ~ = = ~ = '-" v; ~ = NYSOOT PERMANENT EASEMENT I k "'.~lc ~/'" II! o ~ '" ~ ~ z < =< m '" ~ G G G BAY AVE ___---':'!5DOT PERMANENT EASEMENT llNE____ w w w 5T WOOD BULKHEAD .. o ~ .... i PROJECT STARTS AT IlARLENE AYE. MARLENE LA TEM 604.50 005 M ITEM 655.0501 M ITEM 552.13 M 1',\ ~ "'- \ \ PERMANENT EASEMENT LINE ITEN 10604.510201 M ITEM 552.13 M ~~11ME HESS GAS ST AnON SEE GP-IA FOR THIS lOCATION 5 0 L..-_J .. CD. 60 ITEM 655.0501 k ITEM 552.13 M , '\ ' , , , , , " "\ ' , , , ~ \ \ ~ " "~' , , OL , , '" , , 'B " ".~~", , , OL , , , , " "\ ' , , , , , " "\ ' , , , , , " "\ ' , , , , , " "\ ' , , , , , , , , , , , , , , , , ~ (' tj. ~ ~ ~ ~ v 5 10 I I SCALE 15 I ~. -"",,,,C ~~i "".-",,0 '1.0'" '"RIfG.~:.' STATE N.Y. PECONIC BAY ESTUARY DftAlMAGE IMPROVEMENTS VARIOUS lOCATIONS SUFFOll( COUNTY Net I sHEETS 36 61 PJ.H. DD42.26 BJ.N. SEQUENCE OF CONSTRUCTION: I. INSTALL lB STRUCTURE 'I. ITEM 604.501005 M. 6 IoIETERS EAST OF MARLENE lA. ON SOUTH SlOE OF RTE. 25 2. INSTALL STRUCTURE '2. ITEM 604.501005 N. 3 J.E.TERS EAST OF POLE NYT 353. 3. REFER TO TABLE OF TREE REMOVAL ON OWG. MT-!. BRUSH IS TO BE CLEARED. AS NECESSARY. WITHIN THE PERWAHENT EASEMENT IJlDER THE CLEARING AND GRUllBING ITEM 201.06 M. (SEE DWG. NO. GN-I LANDSCAPING NOTE 2) 4. INSTALL TURBIDITY CURTAIN. ITEM 209.01 lL S. INSTAll SUITABLE MATERIAL 1lI ORDER TO GAIN ACCESS TO AREA AT END OF EXISTING RCP THAT CONNECTS STRUCTURE -3 TO OUTFALL. INSTALL SHEETllIG. ITEM 552.13 lL 6. REIIOVE ACCUloIlUTED SEDINENT 11.0 m DEPTH) TO THE DIMENSIONS SHOWN ON DIG. GP-IA. 1. THE EXISTING DRAllIAGE PIPE BEGINNING AT STRUCTIIlE '3 AND ENDING AT THE OUIT All TO JAMES CREEK SHALL BE REPLACED. REWOVE THE EXISTING 600 mil RCP UNDER ITEW 203.D2 lL INSTALL PROPOSED 6DD mm RCP lflDER ITEM 603.1305 N. AND BACKFIll ONE SECTION AT A Tlt.fE TO MAINTAIN DRAlHAGE. THE INVERT OF THE PROPOSED STRUCTURE -5 SHAll BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER BEFORE THE FABRICATION OF THE PROPOSED STRUCTIIlE TO ENSIIlE POSlTlVE FLOW IN THE PIPE. 8. INSTALL A CONCRETE ENO SECTION, ITE" 603.1305 M. AT A -30 DEGREE ANGLE RELATIVE TO THE LINE ESTABLISHED BETWEEN STRUCTURES -] AND as. CONNECT STRUCTURE -5 TO CONCRETE END SECTION WITH 600 mm RCP AT A SLOPE SUfFICIENT TO ENSIIlE POSlTlVE FLOW. REFER TO DWG. NO. MO-I FOR COOCRETE END SECTION DETAIL 9. INSTALL PLANTINGS AS SHOWN ON PLANS. 10. REMOVE TIIlBlDITY CURTAIN. NOTES. I. THE PEAK DESIGN FLOW FOR THIS lOCATION WAS DETERMINED TO BE 351 LITERS/SECOND. 2. STATE/FEDERAL WETLAND BOUNDARY WAS DELlNEATED BY NYSDOT. 3. UNDERGROUND UTILITIES KNOWN AT THIS LOCATION: WATER LINES: BAY AVE: FRON RTE. 25 - EAST lEGION AVE.. ~ QL 'C". GAS LINES, BAY AVE. FROM RTE. 25 - EAST lEGION AVE.. ~ QL "CO. 20 m I ALL DINENSIONS ARE 1lI m MESS OTHERIlSE NOTED AS BUn. T REVISIONS SIGHATURE DATE LOCATION 1 - JAMES CREEK FILENAME 004226AH.WKl STATE OF NEW YORK OEPARTMENT OF TRANSPORTATION DRAIlNG NO. GP-I + , :=; lB ~ = ~ ~ "" = ~ >-- ~ ~ "" = ~ "" = ~ !;< '" i=' ~ "-' ~ "" :;'j 1:> ~ = ~ ~ "" = ~ % = v; ~ = ~ <l. j' l::i ;l; '" ~ ~ = 4 l::i % < ;l; '" .. m / 0 -" ~ L . t 0 -<;llj ~~ t.. ON E.. .?l!l. 0, ~ ~t; . '" ~?a 0 ~lEJs, ~ ;;: 111111 '" W LaJ~~ ~ ~ ~~:::l ~ Z, z ~l'! 0 ;:;; u:1! + w 0 ITEM 201.06 M 10202.9901 M 203.02 M 203.0T M 203.18 M 203.19 t.l 206.02 M 20T.IO M 209.040<4 M 209.01 lot 209.08 W 10209.2012 M 11304.101199 U 402.128901 tot 402.128911 M 402.258901 U 402.258911 M 402.3T8901 M 402.378911 U /101.01 U 10520.09 M 552.13 M 552.16 M 555.0105 M 603.6105 U 603.7305 M 604.4048 M 60.<1.501005 III 10604.510201 M 10608.0105 U 10609.040305 M 610.0203 M 612.0201 M 613.0101 M 614.0324 M 614.0334 N 10615.0310 M 08615.0402 M 620.03 M 640.20 M 655.0101 M 655.0501 tot '" ,. CIl -i r '" G'> C; :z ,. ri DESCRIPTION CLEARING AND GRU8BING PAVEMENT EXCAVA7ION UNCLA5SIFIED EXCAVATION AND DISP05AL SELECT GRANUlAR FILL CLEANUNG CLOSED DRAINAGE SYSTEM CLEANING DRAINAGE 5TRUClUlE5 ANO MANNOLE5 TRENCH AND Cl1..VERT EXCAVATION GEOTEXTILE BEDDING SAND/GRAVEL BAG TURBIDITY CURTAIN SILT FENCE BID-FIBER ROLLS. 305 mm SUBBASE COURSE TYPE 1011.1 N 12.5 mm F9 SLPERPAVE HNA. 80 SERIES COMPACTION PLANT PRooUC7ION QUALITY ADJUSTMENT TO ITEM 402.128901 M 25 nun F9 SUPERPAVE HMA, 80 5ERIE5 COMPACTION PLANT PRODUC7ION QUALm ADJU5TMENT TO ITEM 402. 258901 M 31.5 mm F9 SUPERPAVE HMAr BO SERIES C0t.4PACTION PLANT PROOUC7ION QUALITY ADJUSTMENT TO ITEM 402.3T8901 M TACK COAT SAW CUT ASPHALT CONCRETE TEMPORARY STEEL 5HEETING EXCAVA7ION PROTECTION SYSTEM CONCRETE FOR 5TRUCTlflES. CLA5S A REINFORCED CONCRETE PIPE CLASS IV 600 mm OIAL4ETER RCP END SECTION. 600 rom DIAMETER OUND RECAST CONCRETE MH T PE 48 LEACHING BASIN TYPE C-I STOR~WATER TREATMENT SYSTEM CONCRETE SIDEWALK UNREINFORCED (GIl CAST-lN-PLACE CONCRETEClflB IGIl TYPE MI SO ESTABLISH TURF CLASS I. TYPE A EROSION CONTROL MATERIAL TOPSOIL TREE REMOVAL. OVER 150 mm TO 300 nun DIAMETER BREA5T HIGH, STUMPS GRUBBED TREE REMOVAL. OVER 300 mm TO 450 mm DIA~ETER BREAST HIGH, STUMPS GRUBBED WATERING VEGETA710N TREElVEGETA710N PROTECTION BARRIER STONE FILLING ILlGHT) WHITE PAINT REFLECT. PAVEMENT STRIPES - 0.51 nun FRAME5 AND GRATES ICASTlNG) STEEL FAB, GRATE IN CAST IRON FAB FRA~E UNIT LS 5M CM CM M EA CM SM M SM M M CM MY QU MT MY QU QU L M SM SM CM M EA EA M EA CM M SM SM CM EA EA KL M CM M SM SM G w \ / ITEM D861S.o402 M TREE PROTECTION FENCE ITYPICALI :-. G G G EXISTING INVASIVE PLANT MATERIAL IPOL YGONUM CU5PIDA TUMl TO BE REMOVED NYSDOT PERMANENT EASEMENT a.IMI75 OF CLEARING & GRUBBING) G G G G G BAY AVE w w w [---------- W W W w~ ST-ST-STJ--ST " '" -- --- ITEM 203.19 M ITEM 209.0404 M ITEM 612.0201 U ITEM 209.08 M SILT FENCE 170 BE PLACED 0.5 m INSIDE PERMANENT EASEMENT LINE ON BOTH SIDES) ITEM 203.02 M REMOVE EXISTlNG RCP n ~ EXISTING WOOO BULKHEAD 25 UP e -. ~ ~ cD:. VILLAGE MARINE ITEM 604.4048 M 5 ITEM 552.16 M ITEM 655.0101 M 5 PM ITEM 603.6105 M 25 BH (460 mm HT. 0.6 m O.CJ 120 SP (50 mm PLUG. 300 nvn O.C.. 3 ROWS) ITBI 08615.0402 U TREE PROTECTION FENCE {TYPICAlI ~ '" ITEM 2D9.0T M TlflBIDITY CURTAIN / ITEM 10209.2012 M - BlD-FlBER ROLLS 15 SA (50 mm PLUGS, 150 mm O.CJ ~ r--_ - I I ITEM 552.13 M IREFER TO DWG. MO-2 FOR OETAILI ITEM 620.03 U ITEM 603.7305 M RCP END SECTlON 600 MM D1AM. (SEE NOTE 8) I I I -- -- - -- ITEM 552.13 U !REFER TO DWG. "'0-2 FOR DEl AIlI RBIOVE EXISTING RCP \flDER ITEM 203.02 t.I J AUES CREEK L1MlTS OF REMOVAL OF ACCUMULATED SEDIMENT OTEM 203.02 U) 3 0 6o=J 3 I 6 1 SCALE 9 1 12 I IS m I f"REG. "N~ STATE -'iii>~' SHEETS N.Y. PECONIC BAY ESTUARY DRAINAG< It.lPROVEMENT5 VARIOUS LOCATlONS SUFFOLK COUNTY 3T 6T PJ.N. 004226 B.LN. SEQUENCE OF CONSTRUCTION, I. INSTALL LB STRUCTURE 'I. ITEM 604.501005 M. 6 METERS EA5T OF MARLENE LA. ON SOUTH SIDE Of RTE. 25 2. INSTALL STRUCTURE '2. ITEM 604.501005 M. 3 METERS EAST OF POLE NYT 353. 3. REFER TO TABLE OF TREE REMOVAL ON DWG. MT-!. BRUSH IS TO BE CLEARED. AS NECESSARY. WITHIN THE PERMANENT EASEMENT UNDER THE CLEARING AND GRUBBING ITEM 201.06 M. !SEE DWG. NO. GN-I. LANDSCAPING NOTE 21. 4. INSTALL TlflBIDITY CURTAIN. ITEM 209.0T lL 5. INSTALL SUITABLE MATERIAL IN ORDER TO GAIN ACCESS TO AREA AT END OF EXISTlNG RCP THAT CONNECTS STRUCTURE '3 TO OUTFAll. INSTALL SHEETING. ITEM 552.13 M. 6. REMOVE ACClAtULA TED SEDIMENT n.o m OEPTNI TO THE DIMENSIONS SHOWN ON PlANS. T. THE EXIS7ING DRAINAGE PIPE BEGINNING AT STRUCTURE .3 ANO ENDING AT THE OUTFALL TO JAWES CREEK SHALL BE REPLACED. REMOVE THE EXISTING 600 mm RCP UNDER ITEM 203.02 IL INSTAlL PROPOSED 600 mID RCP lJN)ER ITEM 603.7305 M. AND BACKFILL ONE SECTlON AT A TIME TO MAINTAIN DRAINAGE. THE INVERT OF THE PROPOSED STRUC~E .5 SHAlL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER BEFORE THE FABRICA710N OF THE PROPOSED STRUCTOOE TO ENSOOE POSITlVE. FLOW IN THE PIPE. 8. INSTAll A CONCRETE END SECTlON. ITEM 603.T305 lL AT A -30 DEGREE ANGLE RELATIVE TO THE LINE ESTABLISHED BETWEEN STRUCTURES .3 AND -So CONNECT STRUCTURE .5 TO CONCRETE END SECTION WITH 600 mm RCP AT A SLOPE SUFFICIENT TO ENSlflE POSITIVE FLOW. REFER TO DWG. NO. MO-I FOR CONCRETE ENO SECTlON DETAIL. 9. INSTALL PLANTINGS AS SHOWN ON PLANS. REFER TO DWG. MT -3 FOR LANDSCAPE DEVELOPMENT TABLE. 10. REMOVE TURBIDITY CURT AlN. NOTES. I. REFER TO DWG. TS-( FOR SECTIONS A-A AND B-B. 2. BORING FHX-I IS LOCATED 8.4 m EAST OF THE CENTERLINE OF BAY AVE. AND 51.0 m SOUTH OF RTE. 25. ALL DIlENSIONS ARE IN m UNLESS OTHERWISE NOTED AS BUILT REVISIONS SIGNA TlflE DATE LOCATION 1 - JAMES CREEK FILENAME 004226AH.WK3 STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION DRAWING NO. tp-IA ~ -0 E d ~ l::i ~ & Gi l::i ~ & ~ of ~ .Ji i~ -~ .- llN Eill < f~ 5 ..... E .u- "0. ~.!.1I eM E 111111 "''I'ffi a>,~ z.....::J :z ",,,, u -I.... Vi ii:1!i+ i!: + > . o ~ . c ~ , c > m c w .... ~ ~ . c > m c w .... ~ i! .... ~ w EXIST. ACCESS HOLE STRUCTURE 1"] > m c w . u w x u EXIST. ACCESS HOlE STRUCTURE .3 > m c w z u :;; w c . w u < z < " i!l ~ . c ~ s: . w ~ => ~ . W > <t >- <t CD I I I I I I I in I m I .... I I V> I I I I I I I PARKING AREA NYSDDT PERMANENT EASEMENT liNE A VILLAGE MAR[NE EXISTING SHORELINE END SECTION (SEE DETAIL ON DWG. MD-II EXISTING CONCRETE BOAT RAMP __ 5T i 5T =-;- --- 1S.2 m A 19.2 m EXIST. SURFACE ITEM 603.6105 M PROP. Rep 600 mm IMIN. 0.57. SLOPE) 19.2 m ST STRUCTURE '"5 29.9 m STONE APRON !SEE DETAIL ON DWG. MO-II 7.1 m Of EXPOSED Rep 3.0 m OF EXPOSED ClAP ~.o 11\ ~ST = --- 1.7 m 3.0 m PLAN VIEW NOT TO SCALE ITEM 203.02 M EXIST. PIPE TO BE REMOVED STRUCTURE .S PROPOSED ACCESS HOLE lTEM 203.03 M ITEM 552.13 M ITEM 203.02 M EXISTING PIPE TO BE REMOVED AS5UUEO WATER LEVEL 3.1 m Et.IBEOUENT 10.1 m EXPOSED P[PE PIPE PROFILE STRUCTURE '3 TO JAMES CREEK OUTLET INY.91.6S lTEI.t 604.4048 III STRUCTURE '"5 l1EM 603.610S M ITEM 203.03 M PROPOSED SURFACE ITE~ [0209.2012 M [lEt.! 620.03 U (SEE DETA[1 DWG. MD-II lTEt.! 555.0105 t.l 3.t m E~BEDMENT 14 9.0 m rl l1EM S52.12 ~ SECTION B-B PROPOSED RCP FROM STRUCTURE '5 TO OUTLET END SECTION NOT TO SCALE FED ROAD S1ATE REG. NO. C O. SHEET TOTAL NO. SHEETS 3 61 N.Y. 0259273 PECONlC BAY ESTUARY DRA[NAGE IMPROVEt.lEN1S VARIOUS LOCATIONS SUFFOLK COUNTY P.[.N. 0042.26 B.[,N. PERMANEN1 EASEMEN1 LINE \J I I I EXISlING GROUND SURF ACE PROPOSED LANDSCAPING <REFER 10 OWG. GP-lA FOR VARIOUS ITEUS) EXISTING WOOD BULK HEAD EXISTING CONCRETE RA"'P I 1 1- _ 1 I -~ - ~ -- ...... 600 mm RCP""" . , ,. .. . .. 11-" ~ 11-. 1>" Jj. "1>". I> .".I>"Jj.'Jj."I>: SECTION A-A NOT TO SCALE ALL DIlENSIONS ARE IN m UlLESS OTHERWISE NOTED AS BUILT REVISIONS SIGNATURE OA1E FILENAIlE OO~226A.t.IlT TYPICAL SECTIONS LOCATION I STATE Of NEW YORK DEPARTMENT Of TRANSPORTATION DRAW[NG NO. T5-1 .+ ~ '" c "' ~ :;l ~ u ~ '" c "' >- ~ < ~ c ~ '" c "' >- < " l= ~ "' ~ '" c "' ~ u "' ~ u ~ '" c "' z '" :;; "' c 4: d ;l; G ~ ~ -"" . . k ..- 00> .. :.:.: h- ~8 ,!!H ~H ~ "' '" < z < " '" '" , ~ '" ~ s: ffi I~~ ~ ~~ * G:!!i + ~ 11,,11 WOET EXISTING SHORELINE ITEM 203.03 M EXISTING WOOD BIUNEAD ASSlNED HIGH WATER MARX ITEM 10209.2012 M BIO-fIBER ROLLS (3) ITEM SS2.13 M TEWPORARY STEEL SNEETING ITEU 603.130S U ASSUMED LOW WA1ER UARX c :! .- -....- .-.... -- ......... - _.- -.... - ... .... I- I .......,..... II 11- II II - II -'I II -II - - - - '-'......1 ..... II ..... - ...... I I -' .....11 II 11--'11 -11--'1.1 -II 11- II II ..... 11.....-11 1'- 11_-11_.....'1 -II: 11- 11- 11 I- I - II _11- II II -II..... II II - II ..... -- -' ....."'" -' \l I I II II I I I II II II I I II I I I II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II " II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II - - -- --------------------------- ------------------------------- CREEK BED ITEM 620-03 U SlONE FILLING Q.IGHTl 10.00 5.10 >- z '" "' '" " ..; ffi '" " "' LOCATION 1- JAMES CREEK, MATTITUCK ELEVATION PLAN VIEW PLAN VIEW 1.50 m E '" ., . . .' " , -' '...... . " ."r '- .' ' ".' : .' -, . --. . ...-...,..,'-........--. 198 GRAU WEIGNT PER SQUARE UETER BLflLAP- - .. ... ~ -( ...~ E '" '" , , - ,., .- ~,I '\( \.l ... Jl t~' :ti ..t': \,' ~ ~............s't 'f' .~{' .. ~ ." , " 'j ~ ~ 2 X 2. 1.8 m LONG WOODEN SLI'PDRT POST- - 2S mm LONG HEAVY GRADE GALVANIZED STAPLES-- NEW PLANT MATERIAL TO BE PROTECTED E E '" '" '" ., ",) ~, ..I",..~........:..lt-....,. ':t ~,. "': ~ 't " 3. ~. -. - Cot.lPACTEO SteGRAGE PLANTING BED ELEVATION TREE PLANTING ELEVATION ITE~ 1 0611.80 ~ TEMPORARY BURLAP WIND SCREEN NOT TO SCALE FED RDAG STATE REG. NO. I NoY. ONTRACT SHEET TOTAL NO. SHEETS 21 6T D259273 PECOIIIC BAY ESTUARY DRAINAGE III'ROVElENTS VARIOUS LllCAYlONS SUFFOlK CllIIITT PJ.N, QOo\2.26 BJ.N. ! ~ t ~ ALL DJIlEHSIONS ARE IN m UNLESS OTHERWISE NOTED AS BUILT REVISIONS - FIlENAIIE QOo\226A.NOT SIONA TLflE DATE MISCELLANEOUS DETAILS STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION DRAWING NO. 1oIl-2 .a .. Jl ~ ~ III ~ il; ~ of . ~ 0- o~ :ill hN ~ 'NO r. 0 ..... . -15 r ~.h ! "N~ ~ o ~ s:: ~ w ~!iffi ~ :Zl-~ Z ~~ f;:; ;;:13 + i!J 1111" + > c o . ~ u . , u > c o ~ ~ < ~ o > c o w .... < " ;: ~ w > ~ o w ~ u w r u > ~ o W % g, ~ w o ~ w o < % < '" c o - I. I w % :; ~I ~I % w % < ~I I <i -' LIMIT OF WORK 9.1 m OdIN.) ITEM 203.02 l.l 3.6 m .1 3.0 m w ITEM 604.501005 M ITEM 655.0501 N ITEM 552.13 M ~- --- ITEM 203.19 M ITEM 209.0404 M 6 ITEM 612.0201 M NYSDOT PERMANENT EASEIE.NT LINE 15.2 m .1 I I~ .... l~ l~ w z < '" ~ w ITEM 203.02 M I Q.. SLOPE 1 ON 3 BOTTOM OF I EXISTING SWAlE LIMIT OF WORK ITEM 610.0203 l.l EXISTING ASPHALT WALKWAY SECTION A-A - OUTLET SWALE NOT TO SCALE 9.1 m 7 ITEM 203.19 M '!\ ____ 244 m TO lNDl"'" HEel:. lANE G GAS MK1NG~ :-l-G ~ -13 ____ EXISTING ASPHALT WALKWAY REGRAOE AND SEED :.::: 3.0 m ON EACH gs: SlOE Of EXISTING ~ PIPE CENTERLINE (SEE SECTION B-BI REGRADE EXISTING SWALE 3.0 m ON EACH SIDE OF CENTERLINE OF SWA[E (SEE SECTION HI E ~ ~~B ....- :! ~ ~ "' ~ E 00 ~.n A :!- ~ '!\ \ '!\ 15.2 m '!\ \ '!\ I I I I I I I I I I ~ ITEM 203.19 M 30.0 m ITEM 60.,.501005 M ITEM 655.0501 M ITEM 552.13 M ITEM 203.19 M ~ ::-:: ... -' '6 \j\ ~ ~~-- '0 - --~ -~~ -w~ SOU,HOLO ,OWN POLlCE G~G -- - ~- ~BiiUllDAR1 HIG ITEM 604.501005 M 9B ITEM 655.0501 M ITEM 552.13 U INV. ElEV. 91.181 m I ~ NYSDOT PERMANENT I EASEMENT LINE I B I I I I I I I I , I EXISTING HEADWALL INV. ElEV:97.535 m ITEM 209.08 M 1TEt.l 10202.9901 tot 203.02 M 203.03 t.I 203.IB M 203.19 M 206.02 M 209.0404 M 209.08 M 17304.101199 M 402.12B901 M 402.12B911 M 402.25B901 M 402.258911 M 402.378901 M 402.376911 M 401.01 tot 10520.09 M 552.13 U 604.501005 M 10608.0105 M 10609.040305 U 610.0203 M 612.0201 M 613.0101 M 640.20 M 655.0501 M 1 V"I. STORY HOUSE I';' 51OR~ HOUSE DESCRIPTION PAVEMENT EXCAVATION UHClASSIFIED EXCAVATION AND DISPOSAL EtotBANK~NT IN. PlACE CLEANING CLOSED DRAINAGE SYSTEt.I CLEANING DRAINAGE STRUCTURES AND MANHOLES TRENCH AND CULVERT EXCAVATION SAND/GRAVEL BAGS SILT FENCE SLIlBA5E COURSE. TYPE 1011-1 M 12.5 mm F9 SIA'ERPAVE HMA. 80 SERIES COMPACTION PLANT PRODUCTION QUALITY ADJUSTMENT TO 4D2.12B901 M 25 nun F9 SIA'ERPAVE HMA. BO SERIES CONPACTlON PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.258901 M 31.5 m F9 StPERPAVE H!.lA. 80 SERIES COI.f'ACTlON PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.37B901 M TACK COAT SAW CUT ASPHALT CONCRETE TEMPORARY STEEL SHEETING LEACHING BASIN TYPE C-I CONCRETE SIDEWALK UNREINFORCEO (Gll CAST IN PLACE CONCRETE CURB 'GII - TYPE M150 ESTABLISH TURF CLASS I TYPE A EROSION CONTROL MATERIAL TOPSOIL WHITE PAINT REFLECT. PAVEMENT STRIPES - 0.51 mm STEEL FAB GRATE IN CAST IRON FAB FRAME '5 \j\ J e. ~ 'd o - uJ S o - '" ~ \j; \:; uJ ..., ~ <>- I I ~1. ~I ~I % w % < ~I I FED ROAD STATE REG. NO. 1lY. PECONIC BAY ESTUARY DRAINAGE IKl'ROVEIlENTS VARIOUS LOCATIONS SlFFOlK CWlTY P.I.N. 0042.26 NOTES. BJ.N. 1. THIS LOCATION IS ON RTE. 25 BETWEEN MILE MARKERS 25/0104/1589 AND 25/0104/1591 SNEn ,0TAl NO. SHEETS 3B 67 ITEM 604.501005 M \ HIGHWA~ ~~~A~~--:-_____~~ =-~~~. ; ~''\'I.~iI11: ~ _ ~-c__:~;:_:~~:"~C:-~~Y-'- - :5 - ~w 2. REFER TO DWG. LM-l LOCATION MAP. 3. FOR BIDDING PURPOSES, ESTIMATE 25 CM FOR ITEM 203.02 M TO REGRADE AREAS NEAR ,ECTlONS H ANO B-B. 4 BORING FHX-2 15 LOCATED B.8 M SOUTH Of SOUTH ClJlBLlNE . Of RTE. 25 AND 42.7 M WEST OF MM 25/0704/1590. 5. UNDERGROUND UTILITIES KNOWN AT THIS LOCATIONS: GAS LINES; 200 !.l E/O INDIAN NECK LA.- 310 U E/O INDIAN NEC~ LA. RT. QL"C" WATERLINES; 200 tot E/O INOlAN NECK LA. - 310 ME/a INDIAN NECK LA.. L T ; QL"C" UNIT SM CM CII M EA CM M M CM MT au MT au l.tT au L M SM M CM M SM SM CM M SM LIMIT OF WORK -I 9.1 m o.tIN.l ITEM 613.0101 t.l 1150 mml EXISTING ASPHAL T WALKWAY UNCLASSIFIED EXCAVATION ITEM 203.02 M - A.O.B.E. 5 L.. o -J u.. o uJ ~ -' ffi lz uJ '-' o .... uJ S =---- G o G___G 9 FHX-2 ~ --~ "'-- uJ ~ '" uJ '" t- U uJ ..., o '" <>- 15.2 m 3.0 m .1.4 3.0 m .t-- LIMIT Of WORK 'I ITEM 610.0203 M ~ LXI5T. GROUND SURFACE EXIST. PIPE SECTION B-B NOT TO SCALE 5 I 10 I 15 I .1 I I~ l~ w l~ % W Z < I~ I 20 m I AlL DIloENSIONS ARE IN m UlLESS OTHERWISE NOTED AS BWL T REVISIONS FIlENAME 004226BH.IK3 SCALE SIGNATURE LOCA nON 2 - RICHMOND CREEK DATE STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION DRAWlIlG NO. GP-2 " ~ ~ o " " . o ~ o " " . , ~ , , . ~ g~ am ~m oN ~ ;;~ g ~~ ;: 39 ~ 1i:gi".. , "" OW~ <xw ~~IIJ oW ,.- ~g I +. ~ = (;') ~ ~ ~ = - = = ~ ~ '" CO v' ,.. ~. = = ~ ~ ~ ~ = u ~ ," o ~ = o Vi ~ ", << '0 o . " ~ "i ," " c' 0; ~ o. i..:' ~ z " ,,' ~~ ~ = = ~ - ~ ~ ~ ~ ~MM 25 0704 1605 "' o co ... o >- o "' N '" '" l.J.... ==,==~=--- o >- '" co '"' E o q '" co '" => '" co '" >- u co ~ o '" D- -~ I I I I I I I I I I I I , I , I , , , I I I I I r , , : I I I I I "1 '-- \ / , , I , I I \ \ \ , , \ , .:-'-~ ," I"~ I'~ o / o \ a \ \ I I , I , I , I ~,; , , o I I 0 \ \ , , * * o o I \..... tl't.'OY-\S / ~--- / I / % I \ , \ \ \ \ \ \ I I , , ,. ...1,' < , ." ,;, o o LIPA 326-0 I I r I I I 0 r I 0 I I \ (AGLE'S PADDING hf:CK CO. c -0 c t"o h NOTES, \. THIS LOCATION IS ALONG ROUTE 25 BETWEEN CORWIN lANE AND JOCKEY CREEK DRIVE. 2. BORING FHX-] IS lOCATED 61 m EAST OF THE EAST CURBLINE OF RTE2S AND 31.4 m SOUTH OF NYT '113. 3. THE PEAK DESIGN flOW FOR THIS lOCATION WAS DETERMINED TO BE 462 LITERS/SECOND. 4. THE CONTRACTOR SHAll OIG THE NECESSARY TEST PITS. A.O,B.E. TO ENSURE CLEARANCE WITH UTILITIES. PAYUENT FOR TH[5 WORK Will BE l.tAOE UNDER ITEM 206.05 M. 5. ACCUMULATED SEDIMENT IS TO BE RE~OVED AN AVERAGE DEPTH OF 1.5 m AND TO THE DIMENSIONS SHOWN ON DWG. GP-3A. 6. UNDERGROUND UTILITIES KNOWN AT THIS LOCATION: GAS LINES WITHIN THE PROJECT LIMIT = QL "c" l'lATER liNES WITHIN THE PROJECT LIUIT = QL ~C~ Cm,O.4UNICA nON CABLES WITHIN THE PROJECT LIMIT = QL "e" c~ < , / , LIPA 329 '0 ,,- T- =- "l 11 ITEM 203.19 U ~ v NYT 108 0" :--~~~~~, b ~~ o ,~~ 1 ' '. I!J " \')\....\\0 '.~.."., , ' I ' , ' .' ' , I I I , I I ~~ o I \ LIPA 330-0- R1E. 25 FED ROAD 5T ATE REG. NO, CONTRACT NO. SHEET TOTAL NO. SHEETS / / N.Y. PECONIC BAY ESTUARY DRAINAGE IUPROVElIENTS YARIOllS LOCATIONS SIFFIU COUIlTY 3. 6T PJ.N. 0042.26 B.I.H. * -'I' o , , / \\.\/..IN RO.) 13 ITEM 1060~.510203 U ITEM 552.13 ~ ~ ~\"f, \\ ~"h vtJl,'~,J\\(, ~ ~ .< 'S1Q~~(,t avt\" , .~ t.?- c,lI.VS" f\\..:, " ... \')\.~\\'\l cP'\" ~ 8ITEM...J.O).IJ .1' o 5 ALL DIMENSIONS ARE IH m UNLESS OTHERWISE NOTED AS BUll T REVISIONS 0\11\ SIGNATURE DATE LOCATION 3 - JOCKEY CREEK o 5 10 15 20 25 m STATE OF NEW YORK DEPARTMENT OF TRANSPORT AlI0N DRAWlNO NO, (;/'-3 SCALE FlLEN.\NE 004226C1UK] +1 ~ w = w ~ ~ w r u ~ w o W ~ ~ ~ ~ o o '" d.. '" ... ... Vl ~ .. ~ , 0 .. w !!t ~ ~ '" ;= --' ~ G "' 0- .. '" / - ~ = W ~ ~ w r ~ ~ ~~ ~ ~ = W Z ;;; W = SOUTHOLD f.lARINE CENTER "' w ~ ~ z ~ '" ~ 0 OJ !'l N Ill. ')'u ~. g~ ~ 0 . . ~ OJf, ;: " " a "' w~ ~ ;<W l~~ -~ ~=' z -.. W " ~ I'; << '". 0 + ,. L-J ~ ~:~ OBSTR o o ~"- -,,~ o -6-- . GoollllRCP RTE. 25 ~ (MAIN RD.) [~ I"' 1\' I I ~ ~ I EXISTING I WOOD BUlXNEAD I I UNDER ITEM 203.02 M ~ ..J ....- ITEM 209.01 M I _ _ I TURBUOITY CURT,6.1N ~ LIUIT OF WORK ITEU 610.0203 M lIEU 613.0101 M JOCKEY CREEK ~ ~ , NYT 11~ -~-~~--,- , ~-- . ' 16 HART'S HARDWARE c SlATE WETLAND BOUNDARY fOllO'S SHORELINE AND EXISTING BUlKHEAD u ~ CD-'- n' ~\I... '., ", ',,- o o o o ", " 15 ITEM t 0604.51 0203 U ITEM 552.13 M o .~ "',,- .J'_ "'Ii"" 0 089 " " " ~. " ~~~H!AY BOUNDARY o ----------- -- u 8FP o PARKING ITEM 604.501005 tr.l 16 ITEM 655.0501 M ITEM 552.13 M c- O n B * ~ ;Xl o f5 ~ o o o o PARKING 00 0', ~,,- .'" -;,- o P SA LIllT SU CU EA C 13 CLA. S V 600.mm 0 AI.! T R U A EA U SU CU SU 604.501 005 M 10604. 10202 U I 04.510203 U 5TORM.ATE R ATt.tENT SYSTEM 10609.0403 M C 5T-IN-PlAC CONCRETE COO8 'GIl . TYPE UI50 610.0203 M ESTABl SN T F 3.0 0 M OPSOll 655.0501 M STEEL F.8 CRATE IN CAST IRON F'8 FR't.tE fED ROAD STATE REG. NO. COF/TRACT HO. SHEET TOTAL NO. SHEETS 40 6T N.Y. PECONIC 8AY ESTUARY DRAINAGE IIlPilOVEt.tENTS VARIOUS lOCATIONS SlFFOlK COUNTY P J.H. 0042.26 " I,PATH I. 505 ~L_' 8.1oN. 10 15 ~ SCALE 20 25 m '__.I / , ~ /NYTI ?iluT~ =i\ - , lu \ ~\ \ / f \ ~~ \ / I \ 3~ I --T'~ >< \ OP~f1;rO~A:-- C: I I \::: \ I If:: I \ ~~ I ,..______u__u. '____I ~3 \ \ ~ \ \ . . l!'. \ PERMANENT EASEMENT \ \ \ I t , 0, , I 0 , , , , 0, ~~ * , , d a: \ \ '" ... ~ , ... a: W u >- 0 0 ... '" U <> ..., <> ..... ... e <> '" on 0. <> -.... _ _______________V') HICHWAY B~- ~ u UJ C ' <3 a: 0. All DIt.tENSIONS ARE IN m LIllESS OTHER.ISE NOTED AS BUILT REVISIONS FllEMAIoE oo4226C1t.WK3 SlGNAT~E DATE LOCATION 3 - JOCKEY CREEK STATE OF NEW YORK OEPARTMENT OF TRANSPORTATION ORA.ING NO. GP-3' . "- '" o D , , . . ~ o ~ . . ~ . , > . ~ D~ ~I{! O~ l;- ~ ;:;r;-' g t~ ;: 3'f ~ 5~ .!;:~ '. + - = CO ..... - ~ ..... => ~ - <2> CO ..... ~ ~ - g ~ = = ~ - ~ '" to: '" > m o w ~ ~ u > m :0;: z ~ ~~ ~ ~ . ~ ~ """ "WOO !~~ 1';t-::J , "'" J~ ;-'~ og ITEM ~203.02M 203.03 lot 203ji1"ti- ~~.9i~ ?_ql~Q !!! ?Q~.Q1 !!! ?9~._OlU~ __~5?_.13~ 555.0105 M 603:61OS--M _._ _ ~OJ: !l'2-5 ~ 10604.510204 U l(\~~~.?U_~ ~ 610.0203 M fi13.0101 U 620.0.' M ---....-.--- ~ " "' '> ~ ~, n o ~~ " ." nOA 10604.510204 U -m"M 10604.5111 U nEM 552.13 lot ITEM 603.1305 M ITEM 620.03 Lt SEE OWG. NO. Ml}-1 fOR DEl All OF ENO SECTION _;,h ;,h-- -;,h lTEt.! 209.01 _;,h ;,h- --;,h PROJECT STOPS 10m N/O CENTERlINE OF MECHANIC ST. SOUTH. s(C>. s'" ~,,~ ~~'" -$ '- '" G 0FHX-'l li -< V> <0 2: => o >- '-0 ~ 'fl ~ " I Cl I 0 Cl I Cl Cl L PARKING lOT t;; ~ o '" e e ~ o % ~ ~ g m o _;,h ;,h-- -;,h ~ " ~ ~ CONC. PIPE BROKEN/EXPOSED {SEE NOTE 41 LIMIT OF WORK ITEM 203.02 U ITEU 203.03 U ITEM 610.0203 U ITEM 613.01 OJ M _;,h ;,h-- -;,h '" o DESCRIPTION ~NClASSIFIED EXCAVATION AND DISPOSAL EM~NKUENT IN PLACE SELECT GRANUlAR FILL -_TRENCH AND CULVERT EXCAVATION GEOTf.XllLE BEDDING TlIRBlOlTY CURTAIN ~IlT .FENg:.~-- TEMPORARY STEEL SHEETING CONCRETE FOR STRUCTURE CLASS A REINFORCED CONCRETE PIPE. CLASS IV, 600 mm DIAMETER . ~~p EN!... SECTION, 600 mm DIAMETER ~!~_M:~TER TREATMENT SYSTEM EL~~IBLE CHECK VALVE llNTERNAL MOUHT! - 600 mm .II ESTABLISHING TURF -~- iQPsOlL~-~---- S TONE FILLING {LIGHT! UNIT CM CM CM CM SM SM M SM CM M a EA a SM CM CM S\t($ j]- s. ~ ~ ii. '% o ';;. PROJECT RESUMES 37 m SID TOWN CREEK CULVERT PRIVATE RD, Posr & RAIL o FENcE o 'Q o .:\ ~ ~ '" 8 ,. I ^> (; TOrN CHEEK S 0 1__ J S I SCALE FED ROAD STATE REG. NO. CONTRACT NO. SHEET TOT AI.. NO. SHEETS N.Y. PECONIC BAY ESYUARY DRAINAGE IMPROVEt.ENTS VARIOOS LOCAYIONS SlFFIU COUNIY 41 6Y P.I.N. 0042.26 BJ.N. NOTES: 1. THIS LOCATION IS ON YOltlGS AVE. APPROXIUATEL Y 230 m SOUTH OF RTE. 25. 2. THE PEAK DESIGN FLOW FOR THIS LOCATION WAS DETERM1NEO TO BE 201 LITERS PER SECOND. 3. BORING FHX-4 IS lOCATED 3.1 U EAST OF THE CENTERLINE OF YOUNGS AVE, AND 0.61 I.l NORTH OF THE CENTERLINE OF MECHAN1C ST. 4. RENOVE EXPOSED PIPE T.O M FROM END UNDER ITEM 203.02 M. RESTORE AREA WlTH SUITABLE MATERiAl, PAID UNDER ITEM 203.03 M. THEN COVER WnH ITEW 613.0101 M 1100 WI AND ESTABLISH TURF PAID UNDER nEM 610.0203 M. 5. UNDERGROUND UTiLITIES KNOWN AT THIS LOCATION; GAS liNE: YOUNG'S AVE.l3T m SOUTH OF TOWN CREEK CULVERT - 10 m NORTH OF CENTER tNE OF I.lECHANIC ST. SOUTH. RY " CL "C'. SEQUENCE OF CONSTRUCTION: t. RETROFIT PROPOSED S.W.T. BASIH -n, ITEM 10604.510204 M. ONTO EXISTING 600 mm HCP R~NING SOUTH ALONG YOUNGS AVE. TO TOWN CREEK. THE PROPOSED STRUCTURE IS TO BE INSTALLED IN THE SOUTHWEST RADIUS OF MECHANIC ST. SOOTH. 2. INSTALL STANDARD END SECTION. ITEW 60].7305 III AT TOE OF SLOPE ADJACENT TO EXISTING WETLANOS ISEE DETAIL ON.OWG. Ul}-Il. 3. INSTAll 600 mm RCP, ITEU 60].6105 .... TO CONNECT PROPOSED S.W.T. BASIl. WITH PROPOSED END SECTION. THE INVERTS OF THE PROPOSED PIPE SHAll BE DETERMINED BY THE CONTRACTOR AND APPROVEO BY THE ENG1NEER PRIOR TO PLACING PROPOSED END SECTION TO ENSURE POSllIVE flOW IN THE PIPE. 4. REIdOVE EXPOSED RCP T.O m FROM END, PLUC PIPE AND RESTORE THE AREA. A.O.B.E. 5. ANY BRUSH WHICH WIll NEED TO BE REMOVED WILL BE PAID FOR UNDER ITEM 201.06 M. ClEARING AND GRUBBING. ALL DIMENSIONS loRE IN m UNLESS OYHERWISE NOYED AS BUlL T REVISIONS SIGNATLRE DATE LOCATION 4 - TOWN CREEK 10 I IS I 20 m I DRAWING NO. GP-4 STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION F1LENAt.E 0042260H.1II(3 " , -;; n E ~ ;; " c , , < , ~ q. '" o ~ '" '" .. ~ ~ / ~ '" '" .. ~ :;! ~ . . > . ~ 000 U~ ~~ ON ~ 'N 0 rJ. ~ .W 0 3<f ~ a:e ~ "" " aJwtt: ",,,,W iE:~ ~W ...J~ :;: ~O + + ~ = = ~ ~ ~ ~ ;3 - = :3 ~ ~ = = I I I I I I =J I I I , , ~ = = ~ ~ - =" ;= ~ ~, "'1; I I I n I N ~ ~ -- + :': -< ~ ~ = ~ = ~ "" ~ ~ ~ ~ "" w = " ~ ~ ~ w ~ ~ u w , 0 ~ ~ ~ = = "" = co vi w c:'> \~~~~1 I GE;,29] I I I I I I I I I I I 0 I I \ I \ I I I I I \ \ \ \ - ITEM 203.01 IA 203.18 1.4 203.19 U 206.02 M 206.05 M 209.0404 t.4 552.13 M 603.051212 U 1060<1.510205 l.4 10604.5113 M 612.0201 M / I I I , -... .o.k--- .:..i-.." DESCRIPTION SELECT GRANULAR Fill CLEANING CLOSED DRAINAGE SYSTEM CLEANING DRAINAGE STRUCTURES AND MANHOLES TRENCH AND CULVERT EXCAVATION TEST PIT EXCAVATION SAND/GRAVEL BAG TEMPORARY STEEL SHEEETlNC CORRUGATED STEEL PIPE, 450 mm, 12GA~-- STORMWATER TREATMENT SYSTEM flEXIBLE CHECK VALVE lINT MNTl 450 mm CLASS 1, TYPE A EROSlON CONTROL MATERIAL / / / / / UNIT cu u EA cu ~- U su U EA EA su -" -,- -" -,- -" ,,- -'- ',' WETLAND BOUNDARY ." ..' / / 19 ITEM 203.19 M ITEM 209.0404 M ITEM 612,22JlL M. _ _ - - - - - - - - - _------L. , --... ... -- ....-,k- , -... ...-J.:...'-.- -... \ \ I 14+640 /?TE.25 alA/IV ~J _.1.--------------L-- _L--------- ,r ,,' " " ~ S S1 LIPA 437 ) IB _IT~M 203.19 M ,. C~' LIPA 436 , ...J---- --- - -- - - - - - - ~ - ~ GRAVEL PARKING AREA RW r (leI r ~ l~"; ~ Inn oWfJS PONO --... ... -- ._~- N:5000.000 E:5000.000 ELEV:Ioo.OOOrn ll> BLP I ro () ~ u ~~ ~ f~ -0- 14+700 w w ST S1 S1 S1~ -- - ITEM 203.19 M ~ -'\--....,,\ ~~rr, t '?. ~ n 20 ITEM 1060451020S M ITEM 106045113 M ITEM 552.13 M PARKING 1- ALBERTSON MARINE S 0 5 L- -J I <:9 <:9 CB '" SCALE NOTES: l. THIS lOCATION IS ON RTE. 25 BETWEEN MILE MARKERS 25/0104/1629 ANO 25/0704/1630. 2. THE PEAK OESIGN FLOW RUE FOR THIS LOCATION WAS DETERMINED TO BE 214 liTERS/SECOND. 3. BORING FHX-5 IS lOCATED 13.1 m SOUTH OF THE CENTERLINE OF RTE. 25 AND 9.1 m EAST OF L1PA POLE .435. 4. UNDERGROUND UTILITIES KNOWN AT THIS lOCATION: WATERLINE: STA 14+632 - STA IH187 RT = QL "C", FED ROAD STATE REG. NO. CONTRACT NO. N.Y. PECONIC BAY ESTUARY DRAINAGE IUPROVEWENTS VARIOUS LOCATIONS SLFFOLK COl!lTY PJ.N. 0042.26 UN. <:9 o ," <:9 SEA SHEll RESTAURANT 21A ITEM 203.19 M -1 14+760 ---------_L__ --- '" w =------- r!J CB w -- - TURNING POINT MOTEL SHEET TOTAL NO. SHEETS 42 6T ---=-~: _I ~ = ~ + . w:==:::-- -< --- ..... ~ ~ - < ~ ~ o ~ ~ -g--t; ~ o ~ ~ \_~~~---~_\ \ 1630 PORT OF EGYPT ALL D1IlENSIONS ARE IN m lRESS OTHERWISE NOTm AS BUILT REVISIONS SIGNA lURE DATE LOCATION 5 - BUDDS POND 10 I IS I 20 m I STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION FILENAME oo4226EN.WK3 DRAWING tlO. GP-5 .~ , , , , , , , , , , , , , , i g~ 3.-1 ~ "C\lCl co " .~ ; ~g ... -, . ~3;;;; ~... 'II" "0"" !:XW ,,-~ -::t;::";) '4~ + ~ w o w ~ u w x u ~ w o w ~ ~ < ~ o ~ '" o w ~ < " :;: u,J r w o w ~ u w x u r w o w z 0; w p ~ w o < z < ~ w o a o <0 ;: " w ~ 2, ~~ I I I I I I I I I I I I I I , \ \ O,Q ~ ~ ~ + w < ~, >- ~ ~ ~ ~ < ~ ~ ~ u w ~ o ~ ~ GAS o ~ ISLAND _\f ~ /1 .::.1 /1 _" <I /1 <j - 0 - u\~ of or - - - - -_-_~_-_@:T~~6~_~~,~~_~_- - ~YT- VALVES LB JOHN DEERE SERVICE o o VALVE o ><: a tJ w z .., --' ,..0 .', '.' .', Q, 00 :::x::: ,;,':i,"" -.' r.. FILLER CAPS I.. f..,.. CB o -__~_________ I MW -------------------J__________~___L -G---u-~ G G--' G NYT-IB4 U \ W I W W W \ _____~__l___ )( \w ------J \ \ \ \ I I I I I I I I I I I I I I I I I I -~ ITEM 10202.9901 I.l 203.02 M 203.19 t.4 206.02 III ~-~- - _ ?9_6:Q~_ t.4 11304.101199 M ---- -----'-- ~~..E~~9U~_ ~~..g~~ ~ 402.258901 N _._ .._u 402.258911 III DESCRIPTION PAVEMENT EXCAVATION UNCLASSIFIEO EXCAVATION AND DISPOSAL CLEANING DRAINAGE STRUCTURES AND MANHOlES TRENCH AND CUlVERT EXCAVATION TEST PIT EXCAVATION SUBBASE COURSE. TYPE JOII-IN -'2.5 - mm F9 SUPERPAVE HMA, 80 SERIES COMPACTION . PLANT PRODUCTION QUALITY ADJUSH,IENT TO 402.128901 t.l 2S mm f9 SUf'ERPAVE HillA. 80 SERIES COMPACTION . PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.258901 U / I I I I I I I I \ I \ I I I I I I I I I I I I I UNIT SM CM EA CM EA CM MT IlU UT QU ~ r \., G o ~-o- G Ul '1B W w I I ~t:: w I?LJ Tc TC BOX (' ITEM 604.501 005 M ITEM 552.13 M OBSTRUCTED t.63m' MONITORING WEU ITEM A02.378901 U 402.318911 ld A07.01 U 10520-09 U 552.13 U 604.501005 U 10609.040305 U 640.20 U 655.0S01 U ~ LEWIS REAL TY I I Co. '" o , , , I , I , , , I , I FPol I .'s:;>:; -'- ;'1' o '" L o PARK He '" c-_J '" fED ROAD STATE REG. NO. CONTRACT NO. SHEE T TOT At NO. SHEETS N.Y. PECONIC BAY ESYUARY DRAINAGE IUPROVEUEN7S YARlOUS LOCATlOllS SlFFOlK COUNTRY .. 67 -"- -,,- P.I.N. 00.2.26 B.I.N. NOTE, t. THE CONTRACTOR SHAll DIG THE NECESSARY TEST PITS. A.D.B.L TO ENSURE CLEARANCE WITH UTIlITJES. PAYMENT FOR THIS WORK WIll BE MADE UNDER ITEM 206.05 M. 2. UNDERGROUND UTILITIES KNOWN AT THIS LOCATION: WATERLINE; STA 5"'115, RT - EUGENES RD. RT = Ql "C" TELEPHONE; 51A 5+715. LT - STA 5"'644, L T ~ Ql "C" GASI STA 5+115, RT - STA 5"'844, RT = QL "C" (j Fp -,' ~ @ @ lJ>- ----------.~~-ij NYT -559 -0- -,. Q - - ~ - - - ~ - - - .... ~ m + w .. >- ~ ~ ~ o ~ ~ t; w <3 IE ROUTE 25 V;- ___-1___________ 5+820 ~__L_____________J__ G -Q- , 0 C lIl'185-5 'C. ~ ~ V' ~ t? 31.5 mm F9 SUPERPAVE "MA. 80 SERlES COMPACTION PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.378901 M TACK COAT SAWCUT ASPHALT CONCRETE 7EUPORARY STEEL SHEETING LEACHING BASIN. TYPE C-I CAS7-iN-PLACE CONCRETE ClllB IGn - TYPE UI5D WHITE PAINT REFLECT. PAVEMENT STRIPES. 0.51 mm STEEL FAD GRATE IN CAST IRON FAD FRANE NT QU L N SN U M U SM GV _ __ -..0. - --~ LB ; - -- - - - - ~ - -', : GAS ISL.J.r, .~. ~t( u !J~ FILL~f?___~~-~--' r~', :CAPS l- I f~ _ r~ .-/~ fJ : ~ fJ IJ J J r~ r 1 ' .' , 1-'-' rJ'. \J1JrJ __ __0 ITEt.! 203.19 I.l ITEM 203.1'3 M PARkING s;gsL.f:J1.'\j S \ 5 0 L.- - I --. .- 5 I 10 I 15 ,i 20 m I SCALE AlL DIMENSIONS ARE IN m IJIllESS OTHERWISE NOTED AS BUILT REVISIOllS SIGNA 7URE DATE LOCATION 7 - EUGENES ROAD r R. ENAME 00.226GH.1IK3 STATE OF NEW YORK OEPARTMENT OF TRANSPORTATION DRAWING NO. GI'-T " 0- cr. o o . , , . , o . . , . , ~ ~ O~ ~"f. OM CO- ON ~ r(~ ~ :t:l ~? ~ aN -~.. ,,,II "W~ c:>:w ,-'" :t:::"l ,'a ,~ + ~ ro c w ~ u w ~ u ~ ro o w ~ ~ ~ ~ c ~ ro c w ~ ~ '" ;:: v, .., ~ ro c ~ u w ~ <J ~ m c w z "' w q :s u ~ z ~ ~ ro " ," C' .,1 :;: n W a~ C.! z ~~ ITEM 10202.9901 M 203.02 M --"- 203.07 U ~2oiiB--iT "203.19 U 206.02 Id 209.0404 Id 209.06 U "t13'04.1 0119~ 402.128901 Id 402.l2a9tl_~_ 402.258901 lot -- 402.258911 M "" w w '" u ~ ~ ~ o :;:' . '" '" w " ~ '" w ~ ~ u "J o ~ ~ L:5+340 _____--.:J _ 'iP~. n ~~ I~- ~'---.. ~ UNIT ---~._- ~ -~- eM M ----U:-" eM M M eM MT M QU MT M QU DESCRIPTION PAVEMENT EXCAVATION .UNCLASSIFIED EXCAVATION AND OISPOSAl SELECT GRANUlAR Fill -- CLEANING CLOSED DRAINAGE SYSTEM CLEANING DRAINAGE STRUCTURES AND MANHOLES -TRENCH AND CULVERT EXCAVATION . SAND/GRAVEl BAG SILT FENCE SUBBASE CQURSE. TYPE lOll-1M 12.5 mm F9 SUPERPAVE HMAt 80 SERIES COMPACTION "PLANT PRODUCTION QUALITY AOJUSTt.IENT TO 402.128901 2"5-"mm PI SUPERPAVE HMA. 80 SERIES COIM'ACTJON - PLANT PRODUCTION QUALITY AOJUSTMENT TO 402.258901 \ / " /' _ INI/ .ELEI/:91.032 m '-- ,/ () I <<:*' s'll ITEM 402.318901 U 402.318911 1.1 401.01 lit 10520.09 U 552.13 M 603.6103 U 10604.510208 M 608.020101 U 608.020110 W 610.0203 U 612.0201 M 613.0101 U 6010.20 tot DESCRIPTION 31.5 mm F9 SUPERPAI/E HMA, 80 SERIES COMPACTION PLANT PRODUCTION QUALITY ADJUSTMENT TO 402.318901 M TACK COAT SAWCUT ASPHALT CONCRETE TEMPORARY STEEL SHEETING REINFORCED CONCRETE PIPE CLASS IV, 450 mm OIA. STORM-WATER TREATMENT SYSTEM ASPHALT CONCRETE SIDEWALK, DRIVEWAYS ANO BIKEWAYS PLANT PRODUCTION QUALITY AOJUSn.lENT TO 608.020101 M ESTABLISH TURf CLASS I, TYPE A EROSION CONTROL MATERIAL TOPSOIL WHITE PAINT REflECT. PAVEMENT STRIPES - 0.51 mm UNIT MT QU L W SM W EA MT QU SM SM eM M NOTES: I. WETLAND BOUNDARY w ITEM 10604.510208 M ITEM 552.13 Id ITEM 206.02 M PAY R REMOVA E PAID FOR UNDER TRENCH AND CI1..VERT o o PERMANENT USEME.NT UNE __ .-v - - - -0 - - - -0- - - o o ,,', 0 ST 450 mm RCe ST v y ~ , , 15+360 L , ~ o ROUTE 25 0 W UI E~5000.000 0 ------- 0 [LEI/lIOO.OOom , ,\, ,\, t- o <7J'o 11,,0.(> ,\, '( ~....~"- 0,,0.(> 0 ~ 0 I 0 / 0 0 / 0 / 0 / / '" ...l ~ / / / / / / / / ,,~ ,~. ;"'- ;~,~-:. '" 1I':J48 9" REPLACE TIP-UP CUTTER IREFER Tt DWC. 1.10-4 fOR DETAIll bBLP 2 UI ElEV:99.598m , , , , , , \ I I / / / / / / / / I I I I , , , , \ \ , , ~",...."" ~~ FED ROAD STATE REG. NO. CONTRACT NO. SHEET TOTAl NO. SHEETS 2. THIS LOCA lION IS ON RTE. 25 BETWEEN MILE MARKERS 25/0104/1633 AND 25/0704/1634. UNDERGROUND UTILITIES KNOWN AT THIS LOCATION: WATERLINES: STA 15+340 - STA 15+480 RT , QL "e" TELEPHONE: STA 15+340 - STA 15+480 RT = Ql "C" N.Y. PEeONIC BAY ESTUARY DRAINAGE IMPROVEWENTS VARIOUS LOCATIONS SUFFOLK COUNTRY 61 ~S P J.N. 0042.26 B.I.N. ) \ \ Q \ \ I I \ \ I I \ ,,~ I I \ I I 'l 5010Ri \\OU5ol \ I I \ \ I I \ \ \ I \ \ I I \ \ I I \ \ \ I \ \ I I \ \ , \ \ I I \ I I \ \ \ \ I \ ~.'~ \ 1'- \ \ I \ I \ I , \ \ , , \ \ 450 m ~'Q 3 - -- --- L ~~ J- 000/ _\/~ ~i,- ~,~ ~i,- N '" N ,.., v + "' - (.) Q. -'.'~ ~I' ~.I~ ~,,- ~_'~ ~I\- 9" 450 mm RePST ST 15+420 J 'lIJ1 w ..-...:. ..~.WJ.- w~ o ~I~ ~,,- 8C ITf!A 203.1 ~~ ws COlOS"\~oP ~O,.,1 50 \~C. , ~~ s\\OP \~c.. COlDS,,\l~'S eO~l ALL OIIlENSIONS ARE IN m UNLESS OTHERWISE NOTED AS BUILT REVISIONS fEJ SIGNA TOOE DATE \.,<-,*, LOCATION 8 - MILL CREEK S 0 L-_-j STATE OF NEW YORK 5 10 IS 20 m DEPARTMENT OF TRANSPORTATION I I I I - SCALE f1LENANE REGION DATE ORAWING NO. 004226HH.W1l3 10 8/\j!02 Gp.e +' FED ROAD STATE REG. NO. CONTRACT NO. SHEET TOTAl NO. SHEETS ~ '" " w ~ u w x u N.T. PECONIC BAY ESTUARY DRAINAGE IIl'ROVEIf.:NTS VARIOUS LOCATIONS SIFFOLK COLWTY 46 67 PJ.H. 0042.26 BJ.H. ~ '" " w ~ ~ 4 '" " 7S m IAPPROX.I NOTESz 1. THIS LOCATION IS ON RTE 25 BETWEEN "ILE "ARKERS 25/0704/1701 AND 25/0104/1103. 2. REFER TO DWG. NO. TEC-3 FOR DETAIL5. 3. 3 BIO-FIBER ROllS ARE TO BE PLACED. SET 300-375 mm APART. BETWEEN WEAN HIGH TIDE AND YEAN SEA LEVEL STAKES SHAll BE "IN. 1.0 m lONG. 1250 So ARE TO BE MANUALLY DUG INTO 8IO-FIBER ROllS(SO mm PLUGS. 150 mm O.CJ. 4. lARGE STONE FIlLING IS TD BE INCLUDED IN PRICE BID FOR ITEW 10209.2016 M. 25 0704 A 1702 ~ '" " w ~ c " ;:: ~ w ~ <:: i? ~ '" SHOLtDER VI m l;l ~ <:: :!; ~ ~ '" '" " >1 E Ie PARKING AREA ~ EDGE OF PARKING AREA !TE" 613.0101 " 1150 Imll ITEW 612.01 U 9 Rw RTE. 25 ... ... ITEM 620.11 M J ~ '" " w ~ u w X u } ITE" 620.11 12t.1p 5 Piii" ~ w E ~ ~ ~ l'l ~ ~ ~ u w ~ " if 12 Rw -- '1--:::: ,-4.- EXISTING RIPRAP AREA 300 Sp !TE" 620.04 " ~ '" " W % U V; W " !TE" 209.07 " (REFER TO DWG. TEC-21 ""'l'l ~I~ EXISTING SHORELINE lARGE STONES AT ENOPOINTS OF BIOlOGS THAT HAVE BEEN TUCKED INTO THE SLOPE CTYPICAll (SEE NOTE 41 A .. 1 ~ '" ;l; , ~ ~ ~ L . k gfe :'" h~ ~. j~! ~ :S~~ 5: 111,1' D:: W~!ll ~ ~i:2" % l.Ll~ ;;; ii!g + ~ '" W U c % 4 " '" " ~ 5 0 L--J 5 10 I I SCAl E IS I 20 m I All DIllENSIONS ARE IN m lM.ESS OTHERWISE NOTED AS BUILT REVISIONS SIGNATURE OATE TABLE OF PLANTINGS ITEM SYMBOl QUANTITY 611.040111 M Rw 51 611.040152 ""p 24 611.040153 "Pm 1B 611 .0401B3 "Bh 2T 611.010111 "Ab 150 611.010123 U So 1250 611.010123 "Sp 300 ITEM DESCRIPTION UNIT LOCATION 9 - EAST MARION SEAWALL 209.01 " TlflBIDITY CURTAIN SU 10209.2016 " BIO FIBER ROllS. 406 mm " 1061I.BO" 1ElI'ORARY BURLAP WIND 5CREEN L" STATE OF NEW YORK 612.01 " 500DING S" DEPARTMENT OF TRANSPORTATION 613.0101 " TOPSOIL C" - 10615.0310 " WATERING VEGETATION Kl FIlENAIlE DRAWING NO. 620.11 " G ON VC CO D A C" 004226lH.1l<<3 OP-g i ~ . ~ . ~ . j ... o. C:!: EN ~8 "> : ~!j!~ illllli, + ~ .. o w ~ u w ~ u > .. e ~ ~ c ~ o ITEM 6!ZoOt ... - PlACING SOD 12.4 III X 6.0 ill ROllS ON TOPSOIl BED) ITEM 620.11 N - STot€ FILLED GABIOH ITYPlCALI EXISTING SlRF ACE ~ o w ~ c ,. i= ~ w EXISTING GRAVEL TO BE REWOVED. ASSll.tEIl ElEV. 100.00 EIB TRAVEl lANE SunDER ~ .. o w ~ u w ~ u q~ :0 - . co 000 2.4 m 11.0 III .. V.6.RlESI t.O m ~ .. o w z u v; w o ~ w u c z c ,. .. o ~ ~ ~ s: ~ w i~~ ~ ~~ ~ ~2i + ~ liNN lTEN 10611.80 U l TEMPORARY Ol'IlAI' IIND SCREEN PROPOSED VEGETATION N ARIClIS lTEUS) lTE" 20T.10 :s -1: (INSIDE GABlotO EXISTING SURF ACE 1.0 II I. VARIES ITEM 24616.18 III - VEGETATED WAT ITEY 611.010123 U SPARTlNA lPlUGS PLACED IN BID FIBER ROllSI /REFER TO DIG. TEC-31 ITEM 10209.2016 .. - BID FIBER ROLLS 16.0 .. LCWG 11TH ElIlS TIED TOGETHER. REFER TO DIG. TEC-31 . . . .. .0 00. ~ 00... 200 ... 1.0 m b.l~o... b.l~ 0.<. ~.I~ 0...1 1.8 m ITEU 620.04 .. I4EDIlJ,t STatE WITH Sl.IOOtH EDG€S lUIN 150 IIIIlI SECTION A-A EAST MARION SHORELINE REINFORCEMENT FED ROAD STATE REG. NO. CONTRACT NO. SNEET TOTAL NO. SNEETS . 6T N.Y. PECONIC BAY ESTUARY DRAINAGE IIIPROVEIENTS . VARIOUS LOCATIONS SlfFIU COUNTY PJ.N. 00.2.26 NOrES. BJ.N. 3 BIlH"IBER ROllS ARE TO BE PlACED. SET 300-315 11IIII APART. BETWEEN /lEAN HIGH TIDE AND t.EAN SEA LEVEl. STAkES SHALL BE WIN. 1.0 III LONG. lZ50 So ARE TO BE IU.NJ.llL Y DOO INTO BIo-FIBER ROlLS ISO nn PlUGS. 150 IfD O.CJ. REFER TO THE GENERAL NOTES ON DIG. TEC-3. REFER TO DIG. CP-9 All) THE LANDSCAPE OEVELOPtENT TABlE FOR PlANT MATERIAl LOCATION All) ITEus. 1. 2. 3. AVERAGE HIGH TIDE AVERAGE LO' TIDE 0.5 0 0.5 ~ 1.5 I SCALE 2.5 I 3 m I 2 I ALL DlIENSIONS ARE IN m UNLESS OTHERWISE NOTED AS BUILT REVISIONS FlLENAIlE 00<226O.II)T SIGNAlUlE DATE TYPICAL SECTION LOCATION 9 STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION >- 0 m .~ Q ~ W . >- ""e < ,. ;:: ~ -0- ~ w [/1 ) I!J . 105 -0- ) PIp[ 0 ~ , >- , . m , . Q P w . ~ u w j} . ~ e 0 0 u . + >- m Q w tl w ~ u >- m o w >- ~ < ~ o . \1+550 >- m Q w % g ~ w o ~ 1 . le ~ ~ ~ / ~ ~ ~ ~ / ~ L . > L . / 5~ ..!;:;1 .~ .. ~lll E -;;lll. ili.....~ ~l;li do; . ~ w u < % < '" m Q ~ ~ Q ~ s: 111111 ffi WlLICI:: P- :r:z:~ ~ ~E::::l Z wW u ...J.... in c:i!!i + ~ FED ROAD STATE REG. NO. CONTRACT NO. SHEET TOTAl. NO. SIlEETS 52 6T N.Y. 0259273 ~ ~~- ~ '" +.. ".. q, BJ.N. PECONIC BAY ESTUARY DRAINAGE It.lPROVElIENTS SUFFOLK COOOTY VARIOUS LOCATIONS P J.N. 0042.26 ST. PETERS LUTHERAN CHURCH I 1 7+600 >- -0- LIl-91 J '--- 17+650 >------ ROUTE 25 ------ >! '" ~ -' :r ~ ~ 20 I 25 m I ,J/ ,_/ --- ,.., SlY. /1' SW w 15 I 5 0 L-.......: 5 I 10 I SCALE sw AS BUILT REVISIONS Sill SIGNATURE DATE FILENAMC: 004226AG.Pl T GENERAL PLANS LOCATION 14 STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION DRAWING NO. GP-14 ..: ~ ll' w ~ ~ m m ~ ~ ~ ~ ~ L . " em ~')f _& .- 1l'" ?& , .~ ~ I:::' E ~!i': ,,'ll dOl> E 111111 ~~~ , 5 ~~ V; c:i! LLI + Q -+ ~ m Q w ~ u W I U ~ m Q w ~ ~ 4 ~ Q ~ m Q w ~ 4 ;!j ~ ~ w ~ m Q w ~ u W I U 0 <X> '" + .- - ./. .... V) ~ m W Q :z: w ::J % ~ Vi '" w U Q .... <( '"' ~ w ~ 4 % < " m o ~ ~ o ~ s: ~ w ~ ~ ~ ~ / , \ SEEOlllc- SLorES !TEll 6\ ()'l03 II , ~ , ~ /~ ~ ITEII 6\0-03 II !TEll 613.0\0\ II , ~ ~- ---------- ------- ~ .' ~:..,. ~- ....... ~ .",,,,. ~~ ....... 'l. LIL -;t1</ ~ ..... .' ------ .... ~ ....'" .' .' .' ... .' / 12 SD 30 AA ....... " . lj ..... ..... .......... .......... 20 PS OA ..... ..... USEO 'A~ .... E/1 (tlt( '" '. . . . . . . . ClEARlllG ANll GR\l8BlNG LIlIITS \) . . . . : . . . . , 20 SL 40 EU 2S JE o ..., <X> + .... POHIl B BOTTOM ELEV. -1.22 ;:i V) '" 2: - -l :x: u >- ... "" / ./ ....... = 30 PS "- ..... ..... .... .... 'C":- .; .......-...;; ;;0 ......... + -t:... --- ;:! V) -.... 20 HS --- ..... 20 de ...... ...... ..... SEEDIHG MIX . 6 '\ ITEM 610.0203 M '\ "- .............--" ....- (lt1\(fj11111 IS J ........... .......... ............. I 17+700 I 17+750 8MP RUUll ~5 + 17+aoo -0--- LlL-91 1 w -0 LlL-919 o ,I, , sw sw -0- Lll-9 ,I, "/i'" ,I, i'i" sw ,I, "/i'" ,I, "/i"'" / FED ROAD STATE REG. HO. CONTRACT NO. SHEET TOTAl NO. SHEETS S3 61 H.Y. 0259273 PECOOIC BAY ESTUARY DRAINAGE lIf'ROVEUEHTS SUFFOLK COlJITY VARIOUS LOCATIONS P .LN. 0042.26 B.l.N. NOTES 1. CONTRACTOR SHALL SIJlVEY AND MARK OUT VILLAGE OF GREENPORT PROPERTY LINE. THE COHTRACTOR SHAlL NOT PERFORM ANY WORK ON THE VILLAGE PROPERTY, THIS SHALL BE PAlO FOR UNDER ITEM 62S.01 IL 2. REFER TO U(l-l4A AND LIl-HB FOR THE LOCATION OF THE CONTAMINATED SOIl REMOVAL. 3. THE PIEZOMETER MONITORING WELL SHALL BE LOCATED MORE THAN 30 m FROM ANY IEnANO BOUNOARY. THE WELL SHALL BE LOCATED IN THE FIELD BY THE REGIONAL GEOTECHNICAL ENGINEER OR A.O.B.E. THIS SHAlL BE PAlO FOR UNDER ITEM 10203.1398 IL 4. THE LIMITS FOR PAVEMENT REMOVAL ITEM 10202.9901 M BEGIHS AT STA. 11+7OO.S L. S S IS 2S m o 10 20 SCALE AS BUlL T REVISIONS SIGNA71JlE OATE FIlEIlAllE 004226AG.PL T GENERAL PLANS LOCATION 14 STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION ORAIIHG NO. G1'-I~A ~ 'il. j' !l! .. .. If' !!: ~ .. ~ 1 . L o ,- Cw aN . .. &;g; "iN .!illl , oN b L' .!l :G1 "'<;> dr;; ~ o ~ s: ~ w ~~ffi ~ ~t=~ ~ ~~ * G:i'5 + l'o: II.." ~-~ DIRT PILES , -----. '_.....~-:..----- ~-- --f-- + >- m o w ~ u w ~ u >- m o w ~ ~ < ~ o ~ uBI ~I D.D} ~ I} S1 IS ~EMOO ~~].~.~=~~. ----.......-....-. ~ i<:' 20 'Il 11E:1I61G.azOJ lTE:lI II 61J.OI01 II SE<o "'_ ..... . 1 ~ ------------ - ITEIl J~2D2.9901.M..."'", "CDIlT 01' CONCRETE REMOVAl ............ --------------------- Q.EARJHG AND r', VII.~GE OF " To~~EII'oIiT V ~o--'---- f ------- >- m o w ~ < " ;:: ~ w t v --....-.... ~ @ >- m o w ~ u w ~ u o -0- . . ,i/i // ... lEIL/.ND .../ BD\lllO~~....... ;..........-..... I \ " .... -'J /1 \ J / ------_/ ........ ..........~;nr............'l... o ~ 1- r- ~ SIT aT Of' ~T @ @ \!/ /j,\ ~---- -------- ~- ______ - \l ~950 CB >- m o w % g ~ w o .J. ';j; ~ ':1 i5 ':< ~ "7 ;/ ./" ./" l~l. I.E~ ..- (l'll' 1W~ \11'1. . ~ dtll,-"'''' - sEEOlllG 0s>20} II ~ \IEII ~l ..- ./" - --- --- ~---- ---- -- ./" --: __.r::':...... .' ..--...................... \!/ .@J 'T, II' TREE0EllAItl .., ..' ~ w o < % < " m o ~ ......... .......... .........- ........ ---- .-.--- .-----;-~ ___- \l~900 ------ - ........ ........ ..' L\V9'2.2 .0- ~ 20 Pf ____ r----- IS JC -------':::- _-------- \l~550 ........ , S , , SCALE ,.s / -1\( ~ ~ --- ~ o o S 10 / ......\1.- S _ _ ~ _ _ _ ::tJ..'- - - - - - - - - - _ ""- FED ROAD STATE REG. NO. CONTRACT NO SHEET TOTAl NO. SNEETS 54 6T N.Y. D259273 PECONIC BAY ESTUARY DRAINAGE IlI'ROVEllENTS SlFFOlK COtmTY VARIOUS LOCATIONS PJ.N. 0042.2~ B.I.N. NOTES 1. CONTRACTOR SHALL SURVEY AND MARK OUT VILLAGE OF GREENPORT PROPERTY LINE. THE CONTRACTOR SHALL NOT PERFORM ANY WORK ON THE VILLAGE PROPERTY. THIS SHALL BE PAID FOR UNDER ITEM 62S.01 M. 2. REFER TO lll-14A AND ll1-14B FOR THE LOCATION Of THE CONTAMINATED SOIL REMOVAL. 3. THE PIEZOIAETER MONITORING WELL SHALL BE LOCATED MORE THAN 30 m FROM ANY WETLAND B~DARY. THE WELL SHALL BE LOCATEO IN THE FIELD BY THE REGIONAL GEOTECHNICAL ENGINEER OR A.0.8.E. THIS SHAlL BE PAlO FOR UNDER ITEM 10203.139B M. 4. THE LIMITS FOR PAVEMENT REMOVAL ITEM 10202.9901 M ENDS AT STA. IT+B9S L. O(l) ....... '44- .......... .-pO..., ........... ...,() . . . . . . . . . . . . . . 15 PV -... 15 20 -- ------- LIL-9!3 .0- AS BUlL T REVISIONS SIGNATURE DATE 25 m GENERAL PLANS LOCATION 14 STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION DRAWING NO. GP-148 FILENAME 004226AG.PL T CONTRAC NO. + FED ROAD STATE REG. NO. SHEET TOTAL Ho. SHEETS 55 67 0259273 H.Y. ~ PECONIC BAY ESTUARY DRAINAGE III'ROVEIIZN7S SLFFOLK ClllJN1Y VARIOUS LOCATIONS ~ m o w x u w x u PJ.N. 0042.26 B.I.N. ~ m o w .... .... < ~ o ST. PETERS LUTHERAN CHURCH I I I I , t , , , ~ 0 m 0 . w .... ,,:-,~ < " ~ ;:: ~ w ) III ~O~ _ ,SW PIPe -CT ) ~ , , ~ , 0 m 0 P- o w x u W W W W W W Wft) W w 8 x 0 u 0 LE LE IE LE IE LE LE -t.~" " / \ \ "I' ___ ......1, \ I / ri:lt \ \ I Ill, \ \ \ .......111 ~ \.. \ '_ I. .. 't>. "!!-X-7A 198J!8 \ (', --S(1fiI '- ....~ " .....- ~-' - - J -OS-I'- - -sn ~ -CT .... "' I . .... :i. 0 W .... "' (/1 \ ~a':i. LE LE TH.~a ----lIT----------__~~41_ "$,~ - - / ~w , , LE- ur LE --::_'-!T._____, o .. <0 + .... ,- -, I 17+600 . 17 +550 .... ''', .... ____~.oe---- >------- ---- ROUTE 25 ~ V) !;S -J ~ ~ t- _ 17+650 ~ m o w z u Vi w o 3.75- -0- l1L-911 ,II' :::./ "- /1' /1' sw ~I' sw 2S m I 5 0 L-_-j 10 I SCALE 15 I 20 I 5 I oS sw .. <l- ii ~ 0> g: '" .. 0> , "" . . > L . , 5~ E<:l _a- 0" " ON EO> C ~~5 .' E .....- ,,'" 0 ,'i''' dM~ W sw ~ w u < z < " m o ~ AS BUILT REYtSIONS DA7E SIGNATURE UTILITY AND DRAINAGE PLANS LOCATION 14 STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION - ~ o ~ ;: ~ w ~~ffi ~ ~e:~ z ~~ t;; ti:2i + ~ 11,,01 DRAWING NO. UG-14 FILENAIIZ 004226Au.?L T ~ ~ ii ~ ~ ~ '" '" If. .. :;: '" ~ of . > L , CM ]~ .- llN E'" C -.;~ i Ii> E 0- ~!~ 0"'. ~ o ~ S' ~ w w",~ ~ ::E~~ ~ ~t:::) z: WW 0 -.J~ Vi ~g + ~ 11,,11 + ~ ~ C w 13 w ~ u ~ ~ o w ~ ~ c ~ c ~ '" o w ~ c i! ~ ~ w ~ '" C W ~ U W ~ U 0 '" '" + t- - .c l- V> ~ '" uJ 0 25 w z -' 0 ;;; ::c w u c l- e< ::e ~ W o c z c " ~ o ~ / "" /',/ ......~~ ,/ ........ 5\.: "" / ,/ -0- ...... I lll-}JC'" It! .... 'J/ ... ... I ." "" f ...... I ...... / ............ I........... ~ I / / . , . , ......). '. c'~'~ - :'t=-~~~~.~.C 2.25 --- 2.50 2.15 -'. --. ........................... ------- ------- v ~~~----------=~----- -- ------------------------- -- .......... -- -,- / , - -S~l Ill' / / / / / / - - ->".- - 'liS'", ~'" /' ',..... A - !ii';!- .~ ."'''B!IlG L\lIlTS :\\ ' , , I ClEARING N'lU~-_ _ _ _ _ ~ --S,~.~ " ' FH-X-6A (98l ,: . , .... ilO''''.... _ : -----....: . . . . " ,--. "..", ----....---- \ -- tr:;....'" ... ------ ="" ----- !i,?-" TOW OF SO INFO MAlION -ils-t- -l.. \ -.....:::. , - ~S'" - !ii',,_ w , w -0t..lL-9tS-SLE ..... '-<;n w uf!'- _ -3. 1'~ -1- . I 17+7QO, _ ~.5a ' - - ;::>1)-- 04 L1L-911 sw , I F.H-X-20 ,9 10.50 , I..lB \ 2.2 , , ...."'90"f:. -. -Sl"~.--.--_-.-_ .: .-_- - .~~.::- ~ -. -.-_ - -0 oo'r. . . . _ _ _ _ _ _ -2.7- -!~Z__ - - - _ _ - - . _ -9.r- -/ - - - / w' - QS'E IrrLE --- -..-.. J1~"500-- - - - 'W- - -- - ~1Jf- ur '" "'\)1 W-{bhru - - ~.25-_ _ -'l.29-- -!.25- . I 17+750 - -I. --- ........ ............. -- / /~ I\,) / en 'b / \ \ PONO B B01101l REV. -122 ,. 5. 0 / M / '" ... I .... I ;:! \ Vl \ ~ , , -' i5 .... ~ I \ , \ \ 0 , Ii Lr 0 ~ c \ I , --. -----...... ---- -..-.. ---- -~----._--- -- --W" - -- UT --"'- "'- 11=------- UT ...oo'~ ... _ _ _ _ _ O!.OO- - - --- --- ROUlt. ~S j- -U5- - . n+BOO 00--- _ ... 1_ -e.u&- --- ----....... ..-'-'- ~ j.7!so= - CB, B1830, TG, 3.098 63 !NV, W 1.892 (SEE NOTE 21 N 1.850 _ -'a. 2.:150_ J5- - ~.sa -:o~ -0- Lll-919 0-/- ,1-:. , .0- LlL-9 w ,I, "/i'" ,I, -;1' sw ,I, /1'," --- ,I, /i' w / FED ROAD STATE REG. NO. CONTRACT NO. SHEET TOTAL NO. SHEETS 56 61 N.Y. 0259273 PECONIC BAY ESTUARV ORAINAGE DlPROVEMENT5 SUFFOlK COI.HY VARIOUS LOCATIONS PJ.N. 00'226 BJ.N. NOTES I. ~OERGRotJlO UTIlITIES KNOWN ON 1NIS SHEET, TELEPHONE lVERIZONl 11+830 1~ 11+950 - l1 SIDE - 'l."A" lATER (S.C.IoAJ I1+B30 10 11+950 - IT SIDE - 'l."A" ELECTRIC 1l.1.P.A.) 11+830 TO 17+950 - LT SIDE - QI.."A. 2. THE CONTRACTOR SHAll FORM A KNOCKOUT IN THE WAlL AT LEAST 100 mm X 100 mm FOR FUTURE PIPE 1NS1AllATlON. THE KNOCKOU1 SHAll BE CLOSED A.O.ll.E. THE COS1 OF THIS IORK SHAll BE INClWEO ltIOER ITEM 60<.50101< II. 3. THE CONTRACTOR SHAll REMOVE TIlE TOP 1.2 m OF SOil IN THE INOICA TEO AREAS. THIS SHAll BE PAID FOR lJ<llER 10202.20 M AND 1020221 lI. FOR THE SUGGESTEO SEQOCNCE OF CONSTRUCTION SEE OO-I<B. 1HE PIEZOIAETER llONITORING IEll SHAll BE lOCATED WORE THAN 30 m FROU ANY WETLAND BOUNDARY. 1HE IEll SHAll BE lOCATED IN THE FlElO BY THE REGIONAL GEOTECHNICAL ENGINEER OR A.O.8.E. THIS WILL BE PAID FOR UNDER ITEU 10203.1398 lI. 5 10 25 m 15 20 o 5 SCALE AS BUILT REVISIONS SIGNATlllE OATE UTILITY AND DRAINAGE PLANS LOCATION 1.4 STATE Of NEW YORK DEPARTMENT OF TRANSPORTATION - fD.ENAllE QO<226AUPlT DRAWING NO. lll-I.A ,;: ~ j & .. .. If. .. '" '" .. :;; . . > . . .- i~ .... llN ,!O'" ~ .lij " ~t!..!i .ljl" 7_11 OME ~ o ~ '> ~ W w.....D:: ~ ~~~ VI zt;:::) ~ ~~ + ~ 111111 / .../ -1--- ----~ ~- - \1 +950 -I:- NOTES 1. UNDERGROUNO UTILITIES KNOWN ON THIS SHEtT: TELEPHONE (VERIZONI 17+830 TO 11+950 - LT SIDE - Ql"A" WATER (S.C.'.A.I 11+830 TO 17+950 - IT SIDE - Ql"A" ELECTRIC a....I.P.A.> 11+830 TO 17+950 - LT SIDE - QL"A" THE CONTRACTOR SHAll REMOVE THE TOP 1.2 m OF SOIL IN THE INDICATED AREAS. THIS SHALL BE PAID fOR UNDER 10202.20 M AND 10202.21 U. THE SUGGESTED SEQUENCE OF CONSTRUCTION FOR DEWATERING IS PROVIDED BELOW. OTHER PROPOSED METHODS BY THE CONTRACTOR U.E. DISCHARGING TO ADJACENT STREAM) MAY REQUIRE SEPARATE NYSDEC APPROVALS. THE PIEZOMETER lIONITORING WELL SHALL BE LOCATED MORE THAN 30 m FROM ANY WETLAND BOUNDARY. THE WELL SHALL BE LOCATED IN THE FIELD BY THE REGIONAL GEOTECHNICAL ENGINEER OR A.O.B.E. THIS SHALL BE PAlO FOR UNDER ITEM 10203.1398 M. > 2. .. 0 w ~ u 3. w ~ u 4. > .. o w ~ ~ c ~ o " > .. o w ~ c " ;= ~ w _ _ ~~~ _~JlHG LOO:S #:. "'I\a... _ _... - _. . 2.QQ ~-'l"-"""~"-".".._-"""""" _.._.............~i:-...... ..-- ..-- .75 I'....... ..... - - -/ .............. _._--;.;;~_.__._-_.- . - - - ._.._.._...._-..-...._~. 2.50 Q.EARING AND 1S" .. .. '. ~ i;:' v ...................... -:........ ~-~ ..----........................ ----------- ---;~----- _ _250 --- -.. "'- , \ · rIf\. \ , / , ~.22/ 2.00 > .. o w ~ u w ~ u TOP Of f'OiIl "', - '1"" SEE NlTE 2 / ,/ /.,.,../ / / / I 1-.31") { , .. , 1.00 , , , -1.21' I , , , , , I I ;Y / / / / o ';;l + .... - I' \ ' _\.22 I' I'\' ,'"' - ~ > .. o w z g ~ w o .d. tn ':i ':j i5 '4 "" "" / / ~ ~~ I-~-- --- - .-----.-- - ----- - FED ROAD STATE REG. NO. CONTRAC NO. SHEET TOTAL NO. SHEETS 5T 6T N.Y. D259273 PECONIC BAY ESTUARY DRAINAGE IlAPROVEUENTS SlFFOLK COOHTY VARIOUS LOCATIONS PJ.N. 0042.26 B.loN. SUGGESTED SEQUENCE OF CONSTRUCTION 1. DEWATERING MAY BE NECESSARY FOR THE CONSTRUCTION OF PONDS. CONTRACTOR SHALL SUBMIT DEWATERING PLANS TO THE ENGINEER FOR APPROVAL PRIOR TO STARTING DEWATERING OPERATIONS. 2. PLACE VEGETATION PROTECTION BARRIER. ITEM 08615.0402 M. ADJACENT TO THE WETLAND AREAS NORTH OF THE OLD MAIN ROAD. 3. INSTALL SILT FENCE. ITEM 209.08 M. NORTH OF THE OLD MAIN ROAD. ON THE EAST AND WEST SIDES OF lIOORES DRAIN AIlO AT STRUCTURE . 63 AS INDICATED IN THE PLANS. 4. CONSTRUCT POND "A". CONTRACTOR SHALL INSTAlL LEACHING RING ENERGY OISSIPATOR UNDER ITEM 10209.30 FOR DEWATERING. 5. CONSTRUCT STRUCTURES -6&. -61. AND -68. DEWATERING MAY BE NECESSARY. POND "A" MAY BE USED FOR RECEIVING DISCHARGE WATER 6. CONSTRUCT POND "B" IN no STAGES. THE CONTRACTOR SHALL INSTALL A TEIlPORARY EARTN BERM IN A IAANNER THAT WILL ALLOW HIN TO PERFORM THE WOR!(. EFFlCIENTL Y. BUILD HAlF OF POND "B" AT A TIllE. THE OTHER HALF MAY BE USED FOR DEWATERING OPERATIONS. T. GONSTRUCT THE STONE BERt.l BETWEEN POND "A" AND POND "8". 8. REMOVE TEIlPORARY EARTH BERM AND COII'lETE POND "B" 9. CONSTRUCT STRUCnJRES -63. -6-4. -65 AtIl COUPlETE THE INFLOW SYSTEM. , , , ..... --- _"1 -_ , , DIRT PILES / 'I:; Iii'" E .--..---- 0 ~ ~ CB ~ ~ c z c " .. o ~ 0: '...... ............:.roO.............. .. __-~W ~ W / ...... 1.- -_ S1~ , .. - 2 - --- LIL-'21 .....-- S,,--- ..0- S1 -------- S1 -------- . " ...----~ LIL-92. _____ s' "1"50 mm ".. .fr 51 --- 'r --- ---- / 'I.!>~ / / ..----- w 'I. <? \ 1L-92\ .B'- / .....\l;. "'1\'1 "/(.... -/\..... ~ ~ ,6 ~ ~ S I 10 I SCALE 15 I ,5 0 'L- - I \ -- / .....\1- -1(" ;ok / AS BUILT REVISIONS SIGNATURE DATE 20 25 m ~ UTILITY AND DRAINAGE PLANS LOCATION 14 STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION - FIl.EHm 004226AUoPl T DRAWING NO. UO-HB ~ s g: it ~ ~ ~ ", ", :;; L . > .Ji ~~ E- -0- .", "llN Ji'" ~ .ll! ~ j~- ;,-3 Q~ 2 ~ o ~ ;: ~ ll' "'~ffi " I~~ ~ ~i + ~ 1111" +. ~ ~ o "' ~ u W % U ~ ~ o w ~ u W % U ~ c:o -0.5 o "' % o Vi w o ~ w o ~ % ~ '" ~ o ~ . STOllE &RN ITEN 620.lH N STOllE Fn.LIHG IIEDIIID TOP ELEV. = 3.00 m 20T.10 N GEOTEXITLE BEIIOING Q.ASS I. B CTYPJ NOTES, I. REfER TO GENERAL PlANS FOR LOCATIOll AND TYPE OF PlANTS TO BE PlANTED. 2. REfER TO DWG. NO-I FOR END SECTION DETAIL. 3. REFER TO DWG. lID-T FOR DETAIL FOR OOTFALL STRUCTURE FRON POND B TO NOGRES DRAIN. ~. REFER TO U1ILI1Y AND DRAINAGE PlANS FDR THE GRADING AT OUTFALL. 5. THE REi:/JIRED FILL TO BE USED SHALL BE THE EXCAVATED MATERIAL. FED ROAD STATE REG. NO. CONTRACT NO. ~EET TOTAl NO. SHEETS 25 6T N.Y. 0259273 PECONIC BAY ESTUARY DRAINAGE III'ROVENENTS VARIOUS LOCATIONS SlFFOLK COUNTY P.I.N. ~2.26 B.LN. NEET EXISTIHG GRADE ITEN 608.020101 N 1.525 m WIDE lTYPJ 6 PROPOSED Oil SECTION ON BOTTON ELEV. = 0.50 m C..J 3. ~ ~ 2.0 0 w ~ ~ ~ ~ 1.0 0 0.0 -1.0 ~ ~ 0 -2.0 "' ~ ~ ;!i ~ 11+118 11+120 ~ w 17+740 11+160 ITEN 610.0203 M ESTABLISHING TURF lTEN 613.0101 N OPSOIL II 00 I1IIIll lTYPJ PROPOSED GRADE ITEN 608.020101 N 1.525 m WIDE ITYPJ Cfl~s WETLAND ~FNOTE I LIlCLASSIFIED EXCAVATION ANO DISPOSAL ITEN 203.02 N EXISTING GROUND 3.0 2.5 2.0 1.5 . 1.0 O.S 0.0 NEET EXISTING GRADE iliR ElEV. -. 1.38 iii - - 3 I~ -1.0 -1.5 -2.0 BOTTON ELEV. = -1.22 m -80.00 -60.00 -~o.oo SECTION AT ST A. 17+825 1.525 m lTYP.1 PATH 2 % lTEN 613.0101 N llOO ""'" NEET EXISTING GRADE NEET EXISTING GROUND SECTION A - A DETAIL OF STONE BERM ITEM 620.04 M NEET PROPOSED GRADES INDT TO SCALEl REFER TO UTILID AND DRAINAGE PlANS ALL DlIENSIONS ARE IN m LIlLESS OTHERWISE NOTED AS BUlL T REVISIONS TYPICAL SECTION OF PATH INOT TO SCAlEI -1.0 ITEN 608.020101 N 1.525 m WIDE lTYPJ 3.0 SEE NOTE 3 ITEN 620.lH N SEE NOTE 3 2.0 EXISTING GROUND S APPROx. WATER "ELEV. = 1.38",,- - - LIlQ.ASSIFlED EXCAVATION AND DISPOSAL !TEN 203.02 N 1.0 0.0 o ELV.:.! m -2.0 11+180 17+800 IT+ll20 11+840 IT+86O IT+ll80 11+900 17+905 SECTION A - A CROSS SECTION OF POND AT LOC. 14 W ELEV. = 3.00 m- I, 8.8 m , I :r ~ 3.0 2.5 2.0 EMBARKMENT IN PLACE 1.5 lTEN 203.D3 N 1.0 0.5 0.0 -0.5 -1.0 -1.5 -2.0 -20.00 0.00 SECTION C - C STONE BERM ITEM 620.04 M INDT TO SCALE! ITEM 620.lH N STOllE Fn.LIHG OlEOlI.NI ~.o m ELEV. = 3.00 m 300 mm 300 mm 0.5 m BOTTON OF STONE BERN ELEV. = 2.50 m WIDTH = t 6.0 m MS m THICKNESS CTYP J 20T.10 N GEOTEXTILE BEooING Q.ASS I. B lTYPJ THE SLOPE FDR THE DRIVEWAY WILL BE DETERMlNEO IN THE FIELD. A.O.B.E. SIGNATURE DATE ITEM 608.020101 N II 00 I1IIIll ITEN 203.02 M LIlClASSIFlEO EXCAVATION AlIl DISPOSAL SEE NOTE MISCELLANEOUS DETAIL LOCATION 14 STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION ITEN IT30~.101l99 N llSO mml TYPICAL SECTION OF DRIVEWAY INOT TO SCALE! NOTE> THICKNESS FOR EXCAVATION IS 250 mm IF NO EXISTING CONCRETE ROADWAY EXISTS. DRAWING No. NO-6 FIlENAllE 00~226AN.WK3 ~ l! J. i!: ~ ill / v- i!: ~ ~ , t ~ .!i ~~ .!i'" .~ ." ;~ E t~ 2 .....- ,s~ . dOll 111111 ':1''''''' "i!i!1j zt:: z ",,,, U =1- in ~g + l'! i' . RETICll.lNE GRATE GTEM 655.0501 III FOUR 1122 22 nvn 01A. GALVANIZEO STEEL HEX HEAD BOl. TS, NUTS, AHO lASHERS SHALL BE FURNISHED FOR THE ATTACHMENT OF THE FRAME TO THE TOP SLAB. THE BOLTS SHALL BE J 50 mm LONG AND SET A WIN. OF 100 nwn INTO THE CONCRETE TOP SLAB. ~ ~ c '" ~ u w z u , TOP OF DRAINAGE STRUCTURE 0 6T T.G. ELEV. . 1.829 ... . . OlIfF ALL STROCTURE IALL (TYPE BIB30 DRAINAGE 5TROCTURE) 200 mm TOP SLAB ~ m c w .... ~ ~ "' c SIDE VIEW OF DRAINAGE STRUCTURE # 67 lNOT TO SCALEI 150 nvn ITVPJ ~ m c w .... ~ '" .... ~ w ~TING HOLE ITYP J ~ REllUIRED 37.s mm (TYP.) ~ m c w ~ u w z u TOP VIEW CAST FLUSH FRAME FOR TOP OF DRAINAGE STRUCTURE # 67 (REFER TO RGS98-6) ITEM 655.0501 M (NOT TO SCALE) 2 YEAR STORM ELE. . I .s5~ TRASH RACK ITEII 08603.9901 M SEE DETAIL A INVERT ELEV. I.~OO TYPE C-I DRAINAGE STRUCTURE . 66. lYE" 604.501011 III 13 mm HOLE FOR M12, AH9M ANCHDR BOLT 11TH NUT l lASHER (TYPJ 25 )( 25 x 3.2 rom, ANGLE Al6M STEEL WELD ITYP J ~ m c '" % U Vi w c BUTTIELD TO SIDE ANGLES 13 ... HOLE FOR M12, AH9M AHCHOR BOLT 11TH NUT l lASHER (TYPJ 300 mm lIAX. SPACED C-C (TYPJ TACK WELD MESH TO TOP OF PLATE EVERY 100 mm lTYPJ "' w u ~ % ~ ,. m c ~ . . BUTTIELD (TYP.) 25 x 25 x 3.2 mm. ANGLE A36M STEEl . . 6 mm x 150 mm. A361.1 STEEl ALL AROUND ITYPJ 51 x 51 x 3.2 IIIl1 ANGLE D.3 m 0.3 m IHVERT ELEV. I .~OO 100 III DlA. PVC PIPE SEE NOTE I lAPPROx. LENGTH IS 1.6 ml FED ROAD STATE REG. NO. CONTRACT NO. SHEET TOTAL NO. SHEETS 26 67 N.Y. , 0259273 PECllHlC BAY ESTUARY DRAINAGE IMPROVEMENTS VARIOUS LOCATIONS SlFFOLK CDUN7Y P.loN. 0~2.z6 B.loN. 450 mm DIA. RCP ITEM 603.6103 M NOTES, I. PROPOSED 100 mm DIA. PVC PIPE SHALL MEET THE REllUIREMENTS OF ASTM D2241-SDR 26- NO SEPARATE PAYMENT IILL BE WADE FOR THE 100 ... DIA. PVC PIPE. ALL COSTS SHALL BE IHCLOOED IN THE PRICE FOR ITEM 6~.s0IDlI II. 2. REFER TO DRAINAGE TABLE FOR ELEVATIllHS OF THE OUTFALL STROCTURE. INVERT ELEV. 0.916 DETAIL OF OUTFALL STRUCTURES lNOT TO SCALE! lIRE MESH SHALL BE EXPANDED STEEL 143.8 HI.... 02 GRATING MADE OF A36M STEEL ITYPJ 25 x 25 x 3.2 mm, ANGLE A36M STEEL B 125 mm ITVPJ FROM EDGE BUTIELD TO SIDE ANGLES nvn ITYPJ DETAIL A TRASH RACK ON TOP OF STRUCTURE # 66 lNOT TD SCALE! "' o ~ ;: '" w '!; ~ NOTE, ALL WIRE MESH, IlISC. STEEL, NUTS, ANCHOR BOLTS, lASHERS, DRILLING, AND mOINe SHALL BE PAID FDR UNDER ITEII 08603.9901 II. IELD ITYP.I SECTION B - B TRASH RACK ON TOP OF STRUCTURE lNOT TO SCALE) # 66 25 x 2S x 3.2 nm ANGlE 150 x 6mm THICK I. 13 ",""" M12, AH9M ANCHDR BOLTS, NUTS, AND WASHERS SHALL BE FURNISHED FDR THE ATTACHMENT OF THE TRASH RACK TO THE DRAINAGE STROCTURE. THE BOLTS SHALL BE 150 ... LDNG AND SET A 1lIN. OF 100 ... INTO THE CONCRETE STROCTURE. I .. I I I II I 15 rnm 150 mm CONNECTION DET AIL AT CORNERS lNOT TD SCALE) ~5~ 616 mm ~~45' TYPICAL SIDE MEMBER lNOT TO SCALE! 25 x 25 x 3.2 mm, ANGLE A36M STEEL ALL DIMENSIONS ARE IN m UNLESS OTHERWISE NOTED AS BUILT REVISIllHS WELD ITYPJ SIGNATURE DATE SEE DETAIL MISCELLANEOUS DETAIL LOCATION 14 STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION DRAWING NO. 11)-1 - FILENAME 004226AN.WK3