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HomeMy WebLinkAboutCR 27 - Reconstruction Bridge Ln to Horton Ln I COUNTY OF SUFFOLK LOCATION MAP lir PROJECT ROAD SHEET TOTAL DEPT OF PUBLIC WORKS R M KAMMERER, COMMISSIONER Scole• I11=2,000'(approx) o ,U N D �o� 'Y NO NO NO SHEETS YAPHANK NEW YORK I S L A N D S� N G _ 7 - 65 27 1 40 L- o C R -27 RIVERHEAD — GREENPORT ROAD i �r �� (MIDDLE ROAD) GENERAL NOTES I - RESTORE ALL DRIVEWAYS AS DIRECTED G°l h f� r �Z CONTRA 00 . Ski �e0 2 STA =463+00 2 - GRADE a PAVE TO MEET ALL INTERSECTING STREETS AS SHOWN OR AS DIRECTED. RESURFACE EXISTING O — �' PAVEMENT AS DIRECTED BEYOND PAVING LIMITS WITH ASPHALT CONCRETE TYPE 1A TO MEET EXISTING CONDITIONS �No 3 - REMOVE ALL EXISTING DRAINAGE PIPES a STRUCTURES EXCEPT AS SHOWN OR AS DIRECTED ? so Ew � c E a°� ° 4 - CLEAR S GRUB TO TAKING LINE a OR HIGHWAY BOUNDARY EXCEPT AS DIRECTED CONTRACT PRo,jE��,y + � > 5 - GRADE, PLACE a SEED SELECTED MATERIAL TO TAKING LINE OR HIGHWAY BOUNDARY a MALL AREAS EXCEPT AS CO , RACT S7A - o OTHERWISE NOTED OR AS DIRECTED o 6 - CLEAN EXISTING STRUCTURES a DRAINAGE PIPES AS DIRECTED 7 - ANY TRENCH, PIT OR OTHER EXCAVATION THAT IS OPEN d UNATTENDED SHALL BE PROTECTED AS DIRECTE=D BY _ THE ENGINEER; WITH FENCE , BARRICADES OR OTHER APPROVED METHOD NO DIRECT PAYMENT WILL BE MADE srA0y874z85EG�NS �f fold m FOR wo THIS WORK ''C R o R""R°A° 8 - MAINTENANCE OF TRAFFIC.-ALL SIGNS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE N.Y. NOR TH =5 STATE "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES11. K A o � o 9 - USE OF BREAKER BALL WILL NOT BE PERMITTED TO BREAK UP CONCRETE PAVEMENT OR CONCRETE BASE ISLAND o x PAVEMENT. o > 10 - ALL TOPSOIL WITHIN THE GRADING LIMITS SHALL BE EXCAVATE a SALVAGED. ALL TOPSOIL NOT INCORPORATED LONG O Z + IN THE WORK SHALL BE TRANSPORTED a STOCKPILED AT THE AST SIDE OF RECHARGE BASIN STA 376+50 RT > 1 11 - TREES TO BE REMOVED SHALL BE DESIGNATED BY THE ENGINEER. 12 - RtMOVE OLD ROAD METAL AS DIRECTED m �aAV = Fol Jockey C„ �QEEN?� Qt ; M A 1 f RoutE 25 p Ro rt � 0 a 2 i < n CLfot GObse sUe m � (i �°, Neck Cr nk R GooseCOUNTY OF SUFFOLK o f DEIDARTMENT OF PUBLIC "WORKS 1 PLAN EOR TIE RECONSTRUCTION OE A PORTION OF • . Co Re ow !27R' 1VENr"% G R E 'ENH" ORT N" D . 1 . ( MIDD. LE Ru. ) 1 t x t 1 . FROM BRIDGE LANE TO NORTON LANE TOWN OF SOUTHOLD • SUFFOLK COUNT' • N • y1v i LENGTH OF CONTRACT= 3. 69 MILES PREPARED UNDER ART 6 SECTION 116 OF THE HIGHWAY LAW ALL WORK CONTEMPLATED UNDER THIS CONTRACT TO BE COVERED BY AND IN CONFORMITY , TYPE a KIND OF MATERIALS WITH THE SPECIFICATIONS ADOPTED FEB 28,1956 BY THE COUNTY SUPERINTENDENT OF RECOMMENDED BY DATE CEMENT PORTLAND CEMENT TYPE 2 WITH AN ACCEPTABLE AIR ENTRAINING AGENT SHALL BE HIGHWAYS OF THE COUNTY OF SUFFOLK , N.Y. AND ENTITLED 'SPECIFICATIONS FOR THE A• MAGA I,PRIN CIVIL ENGINEER -DIV OF HIGHWAYS CONSTRUCTION and RECONSTRUCTION OF COUNTY and TOWN ROADS and BRIDGES EXCEPT USED IN ALL CONCRETE ITEMS �- FINE AGGREGATE' TYPE A, B , OR C - FINE AGGREGATE SHALL BE USED IN ALL CONCRETE ITEMS AS MODIFIED ON THIS PLAN AND IN THE PROPOSAL. APPROVED BY qTE• T �� "�� `� • 1 WM S MATSUNAYE JR ,CHIEF ENG E s LIST OF DRAWINGS APPROVED BY, DATE SHEET M KAMMERER, COMMISSIONER OF PUBLIC WORKS No - - - I -TITLE SHEET �y 2-4 INCL-GENERAL PLAN a PROFILE (SCALE 111= 2001). APPROVED BY DATE I'•/�~�d ' 5-7 INCL-TYPICAL SECTIONS 8 TABLE OF DRAINAGE JOHN VN KLEIN AIRMAN SUFFOLK COUNTY BOARD OF SUPERVISORS 9—TABLES ' GUTTERS , EARTHWORK, LENGTHS ,DEMOLITION,CURB, BENCH MARKS,SHOULDER WIDENING, EXAMINED PURSUANT TO ART 6 SECTION 117 OF THE HIGHWAY LAW a CHAIN LINir FENCE ' 10-13INCL-DRAINAGE STRUCTURES, CURB DETAIL, HEADWALL DETAIL, LOCATION OF CATCH BASINS 14 DETAILS OF CONCRETE SPILLWAY, RECHARGE BASIN FENCE a TYPICAL SECTION OF RECHARGE BASIN APPROVED BY' •� • DATE 15 INTERSE'CT10N' DETAILS, TYPICAL CROSSOVER. - - A M SARR, DISTRICT ENGINEER - DISTRICT NO. 10 16 REINFORCED CONCRETE PIPE DETAIL. 1 17 SIGNS 18-21 INCL-GRADING PLANS OF INTERSECTIONS 22-39INCL-CON STRUCTION PLANS a PROFILES. 60-1—STANDARD-SHEET- BEAM TYPE GUIDE RAILING 1 c i t a 3 ?3 MADE BY. FTGiQ,eor.Yo DATE ' CHECKED BY Fe ✓:-1_sore DATE 6-cT _ P TRACED BY= z; *. LL fu DATE 4- r-71-6-,97 i COMPARED`, BY f.J C/cl oP AVO DATE• 6-67 r ,—wY E r 4 COUNTY OF SUFFOLK PROJECT ROAD SHEET TOTAL DEPARTMENT OF PUBLIC WORKS j NO N0. NO SHEETS R M KAMMERER, COMMISSIONER YA PHA NK, NY l _ 7-65 27 2 40 � C R 27 RI�M� DDL E ROA D PORT ROAD ' 00�� h cUaV E OA TA r tz 14, rn r= 30586, M t V \ M Lc= 609 39' N' CUTQVE DATA ! p Acr Pao✓Ecr BE6/NS t d= 3° 41 27 BE6/NS W/LL1gM A ANNA 6A 0 1 Q srA 16Bf0o , D= D°45 00 x SrA ES7+Z5 ti F= 7639 44 Q ' T= 246 14 N V YfeAl4N 4= 492 »' Q 0 X15 b' E s 7- .4 r E of i �� �OQ1,43& O JO N N 5/MON i STEVEN HELEN B6tj FILE A c'ATHEQ/NE � ,SHgLVEy ,STANLEY KRUPSK / GBOQGE H STELZER � E SLEDJESK/ t 6 W K1 CLAQENCE F O/LLE2 LO,PETr4 D/CLEQ I LEO A�Gr of Q ✓ o HAI A W/CKS v� i t ESFAY 8 1 CNI4[ES \ - � ii Fodgly ,J 5/MON i C 1 1 FAICE F O /L L E Q tr` OTHERS ` \ 268 /~ 779 -- -- -- i Eo t v � v I fN N WEBS z, - -- 315 _ 335 ` N5n6 >3 d4 3z0 9z5 0 h „ 1 Wu� C[AOENCE F F5Mj1 COUNTY OF � f MAa/E O/LLE,e SUFEQL� ADAM EL / ZABETH HORroA/ a 15 AOOQE P K.PUPS,e/ C LAQENcR F O/LLE2 � OTNE,PS - -- -- � EXr3T QE'CNA.P6E m AA/TONE A6PTNA P,4WZ UCZYK EMMA k'icHTER B4,5/N Z A Y E S K/ \ M/ZE Z/JNOW6kl W BE:ENZ.4kGE0 BE2 r//q ADPL EBY UNOEPS TN/5(ONrpA EM/L ✓ ✓ENN/E R PUO6CK/ � M h Q � 1 h �l 0 / P CURVE OATA v LT ' /• 38 00" 3z�too D= 00 3o oo SLAV 4Z� Q= 11,45916 ElE Zoo it) T- /6334' .LG= 326 67' SQA Z8��p0 SjA,388 Cys p. 89 , �tEV:40 B ELE✓' VC'" 012 V C " ��6i CO2Q' COQQ EXl5TlNG SUPF4CE TNEO,PET/CAL G,P-40E L/NE J aao✓ec r 6EG/NS 5 r WiZ5 r M DATUM ZO 00 a M M ^n m M m In 'h ^> n I Z70 27z Z76 2B0 z84 Z85 zB8 z92 2% 300 304 30d 3l2 316 3Z0 3Z4 34B 332 336 PROFILE- EXISTING WEyTDOUND PAVEMENT PROFILE- THEORETICAL GRADE LINE - WESTBOUND PAVEMENT ; SCALE IAOIZ17ONTAL IIN=200FT SCALE HOIZIZONTAL 110=ZOOFT VEVICAL I IKL= ID FT VERTICAL 1111 = 10 FT rA W400 5 06 286 00 ,e00 fLpV 40 78 5rA 3o � c aQ. _0 9 VC "100 f2 ECEV 36p' 8 IO VC 40 06 CDRQ" ' `1IZ TNEOQETICAL GRADE LINE - 050/ EXISTING SURFACE Paa✓Ecr BEGINS � � 5r4 Z97fZ5 N `� Q� O� N ��l CZ �l n ro N N o DATUM 1000 ih M M m n j M M ct i M M M M M M z7o 277_ z Z6'0 2g¢ ZB5 / �z88 r Z92 296 300 304 308 ,3>Z 316 3Z0 324 ,32B 337- 336 PROFILE - EXIKING EAMOUND PAVEMENT / PROFILE- THEORETICAL GRADE LINE - EW501.10 PAVEMENT yCALE HORIZONTAL iIN.=Z00FT VEIZ71CAl. 11N.= 10 FT SCALE HORIZONTAL 110 _ 200 FT 3 VERTICAL 1111 = 10 FT, w MADE BY F ✓ G/D�PDANO DATE JU/11" 67 CHECKED BY FC V`E_ZSO,P DATE ✓UNE 67 TRACED BY_ 7�oaMa/v 7/ p!lPEQ D ATE JUNK 67 COMPARED BY F✓G/oRoAnio DATE ✓UNE 67 i COUNTY OF SUFFOLK Yt DEPARTMENT OF PUBLIC WORKS PROJECt ROAD SHEET~, TOTAL ^tr 0 � R.M. KAMMERER, COMMISSIONER • NO NO NO SHEETS YAPHANK, NY. 7-65 27 3 40 C R 27 RIVERHEAD - G NPORT REE ROAD (MIDDLE ROAD) pZIE � p0 1`a�ti • ✓ 0 Fl 0 N CNA t2G = d e (,' 34 48 i .♦ i QE D= /• 00 00 51� r- 5779 sB T• 329 36 n� 658 00' M' i Q: PO z Hogs ! - S pEGON10 ruE X0 Af8 �• 1 L4 S/MEOn�/ R M ' Qt ENA I _ !� /'� ' Q , , SEP fN0 SK/ � PH/L `t rLE100 y / N CeNT SrANL E y KENNEtNO c./SE � LAU?A D c45E , S EpENa Z EB,QOSK/ �ie � TNEODO" C Q B/TTNEQ ✓Q yylLI AM /"ey NLLLN T NOMAS MRO w'e-4 + , e c 5TEONO3K1 Lu NCNayT NLUM ESTATE OF sF O✓EATON ' CCAYTONN f R03EM QeE sccvA/7 ' W SH H JE'v COMM NP CASE NEWFZL ✓0 NN JuC/A 5 E P EN D S.0/ V 355ii[�Mf 400 390 80 -N-4,6'.59 30E "' Z D Z F W/LL /AM ZEBQOSK/ J2 ANYONE ([NNETN ,9T SD N/E HAQOLD yA20L0 CASE sQ EM/L J oecL�/ /E R 1 - _ WM 5 FA UTH // Yq/L i ANMq N UPDYW E ! ESTATE OF F F O!EQT°�/ ANCiS Pd ' K/ITERy , y�T ZEBQ05y/ OOBEcK PAUL O IAdG - °Q� v - 'tOU,VOL �MAQiE E 1�11 _ STANLEY J E+30pN/E F05TfQ Zoo W ro N N ruaNER H/NGLE f •Q� .E'ONA JENN/E CNA C PSK/ , 6AQ0 Q. I ACNF/KDIY/EZ KENA/ETy D CASE CNAPLES GE/GEA C AUE// D CASE ✓O H t/ 5 /M E G A/ / J O H Al SEPENOSK/ Q 6TEYE 6Y STIPNOSK/ coviSE 1,4 tl P U AGWAY/ INC A o CASE I os � S STOCKPILE • / 'W'37 /o' m�� PECf1AQGE ( EXCEsS �jl R-5729 58 +r� , 0 Q T. 231 /o �h �� 3 /A' STA 3 34�� 4' 461 9� M �5o TN/5 ' O PEL1 l �V 0;204 �5' �Q STAB 633 y 5 0 6 V �00 COQQ,809 - 00 5�A g6 Q, 5�D STA 3T 162 �GE -00] x.29 2 0 0,39 VC-MO COQ cav ---7018 / 50 55Q' erA3ZZ06 ZOO V Q;-�025 ` 4.X10 00 co THEO.QET/CAL OkWDE LIME EX/ST/NG SUPFACE ` o 72/ �030 � N DATUM/000 ')1 M t j �! �o �o ^ `� N f n N 4� t� N V1 Q\ N N N N N N M Z1 �'� M N h O N N O N N N N N N N N N N N N N N N t4 j N 340 E 344 348 352 3S6 360 36¢ ,368 ,372 376 36'0 384 368 392 396 40Z2 PROFILE- THEORETICAL GRADE LINE - WE5Tb0UND PAVEMENT SCALE HOQIZOMTAL Wir-200FT 0 VERTICAL 111,1= 10 FT 61A 33 3.456 ELE�- VC -goo co 51 5 5 D Of 50 y7A 36 oz, ElFv: 33 , ��t00 5TA 3Q6�86 V C'"20 22, gtA 3 6Z EV:2 0D, 5 5 D�00)? 809 ECI:�!100 EL V0 4039 ��Q_-004 ! t t i C05 D.Z0/8 STA 39/1506 l 8 � -040/ 004 V�,- Z D Zg 0 7Z/ THE02ET/CA1- G-PQDE I/NE , � p 50/ EX15T/N6 5UQFACE f1 O NN N DATUM 10 00 N N N N o tom, N IDN '� N O m m �, N ti a .9 ao 340 344 348 352 356 ' 360 364 368 372 N 376 N N N N N N N N N N N N ti 3B0 384 388 3 92 3 96 000 PQOFILE— THEORETICAL GQADE LINE — EASTBOUND PAVEMENT J 6CALE HORIZONTAL iIN= Z00 FT VERTICAL 11N = IOFT • r MADE BY FC V/FL50le DATE -/"NE 67 ' C H EC KE D 5Y F -/ 610,PD4/U0 DATE ✓�I/yE 67 TRACED BY yIDa,09ti-7*,2, Z-,e DATE 1U1VE 6 COMPARED BY FJ q/O No DATE -1611VE C.7 r 1 ' COUNTY OF SUFFOLK PROJECT ROAD SHEET TOTAL DEPARTMENT OF PUBLIC WORKSEQUALlTY �""S TA 4444 14 70 N0. NO NO. SHEETS E R M KAMMERER, COMMISSIONER , YAPNA NK, N Y = E"�/NESrQ '444114 70 7-65 27 4 40 �CENTEZ JO/NT OFEX/5T/N6 00F ,CONCPETEO,4yz1qLvv C R 27 RIVERHEAD -GREEN PORT ROAD ,1 MVf,17 E1105 (MIDDLE ROAD) 11 N 5TA 444 t14 70 EQUAL/TY N!/NE57t1 N'IIf96 69 Z'IZ/GNTf 5ZM-5TA;5'fZI0331226/17 x Dpi' xo STA 9Z7/000D AHEAD + ' SAMUEL LEY/NE ` EQUAL/ry�srq 41s foo ' Y ESS/E LEY ESTATE OG ✓✓ DON4 NUB 1 GERA1PN415Oq/ , ! , , 1 ;NL/NE # A41NE "'O'elcN MAPyCN°QSa✓' OfDD ABS gOLOF/ON > _ , f 5 L/NE,ST�J O�oO .� � JOHN ✓UL/A CNAQNEW W � � EDiUARD ED RAVNOAD '0 \s\ c1'.^ MEYfR 0NA//UE,OD�WNVE' ✓9ME5 M°77 Q_ Y6 pq/A �Q jV"t rNf COQVf OA11Q, TA y��` h r w t 7tWdllrr WAQ�DEWAa ' i . CUQVE DA rA d- 20 49 5000 DO ,�'�+ ,t it .�1 MAR2yy E DEWAa - • S9 16 O, SB 4p y� 5'LIN£CUQVE DAA QT 20'49 2e64 79' + U o o ' NUE �" /gs 7e a '�"Q�j+ G s Z�,pDD 00' Q. Z,864 79 w Q Z. �t Q, h A35 - E 5 rA r E OF ✓AMSC` ✓ OONA 1 s , In �; `)` t R Z,664 79 Tz SZb /3' . Dfo 69 , F. EaNS - D X30 j ' O N STEPHEN J S' "R441 E DAV/D L MUDDHO°6rN5 + ' d Y = �tZ � CLEMENT W BOOT N£KAY ✓FN .vss. , Z f V J5+0 / 60 / CONr, Ev05 4 fQA/V . /g - t N/5 / t q'3r4463+00 CES0405 c�. « ULlA AQN HA20LdFMAQL SOU?VE DATAM5.5t0 ./ C N / YN KAEC/ d 3 0 5 07 i N N Y .P= /909 B6' v DAV/p L A,1 41,0,0 r PECH4A?GE BAS/�l/ 0 1 ' 591.6,9 B956' NO 4 //47 57 Q a M1 J t 3 r d NV F NS¢�?49E � v I A J OM I / N C3 MFR/ DANOCLEES D O Q p5 K/ p W O A NH v B�5jv Q�Q f 51A E OF EX / MPS ° w��F¢ED IEROME y rNOMAy Q� AV BEN IAE1 T Q0,4 0 A( D µA✓ E STEPNAN J N"f AQrru gtA EV;a1'p7 CONvVA � h 96 0 CO3,W,4 �p f 41O s 4 644 0 �, EE 33g! V= 0 ' ' v V cQ +0 Z2 COR t +f 20 % TIIEOZErICAL 6Z40E 1-1NE f0 30 EQUALITY �, Tu 415400 16Lr = 7`67A 0400 EX15T/N6 SU,QFAfE + I I L j , EQUAGlr '5�1NE TA 5 Z-103.1 Z LEFT ' `n U1 N p N %\ \0\0 �I - - _ _ 5TA 427400.00.4#,E,4,9 � N N N M N N N N � M M DATUM ID00 - , 404 406 41Z 415 N"90 "N 340 'N'Sf0 'N 7t0 "N",9 t0 "N/1/0 V 11496 69 ' I lV D+0 4317 PRO ILE - THEORETICAL GRADE LINE - WE56OUND PAVEMENT OR "N" LINE pvc�' k 6CALF HORIZONTAL 11Q--Z00FT 28+50 V^`1A5f VERTICAL IIN' 10FT 331 PVC ELE� ' RLE PVI d3�485 5TAE45X15TAo "5 1Z+o '4Z 95 LEV" Ltf MEE,� ENT 5TAf5 6 gr gEL14 E�,�lD PVIv 4��535 c g;;-650+ 444133 FA y F V,35'00 2 2 TQ t�Z Off. �pRQ , 4y o' '9v T a z 83 o EQUALITY �5T,4 444 414 70- - P�EV,33 5 p Co,ev 4 0 ✓` V ! f 1 5 5 ELf y (IENTEQJD/NT 0 EX N470 V Q; 4,115 Elt CONCRETE A41140-NoEOa _0000f7% 6.474DE 45 511DW441 O/V PL.4N / 4- 119 +1 133°1° -.96/o THEORETICAL 62,40E LINE ' 7HE'0,?Er/CAL 6•PA0E L/NE r EQUAL1TYQ6rA4i5ioo-16 kTf ,86% 5"5TA Ot00 EX/ST/NG SUPFACE t�-- _, _ EX1.5r//V6 541,PF4CP i � o N A, N ao p N N h O f a N n °� i+ ;� DATUM ZD 11 N 00 d `�� M d M t� D� N ' 4Z7 4Z8 43Z N p t h O 436 440 444 E 449 E 4 Z E 456 E 460 Darur7foDo �' N `� N `� ' ti ti N �; M PROFILE -THEOQETICAL 6RADE LINE E LINE (CENTER JOINT OF EXWING CONCRETE PAVEMENT SCALE HORIZONTAL 1 IfJ= ZODFT 404 408 412 41.5 S W 5,3tO S 540 5 740 ;5940 3/W 3V2 0331 VE RTI CAL 111J = 10 FT I PROFILE— THEORETICAL GRADE LINE — EWDOUND PAVEMENT OR "69' LINE I SCALE HORIZONTAL 1111 =ZOOFT VEVTICAL Ila= 10 FT MADE BY FC VEL502 DATE ✓U/yE 67 ' CHECKED BY F ✓ 6/0`001"10 DATE ✓yiVE 67 ' TRACED B YY�OQA7AN / O/1 e e DATE JU/vE 197 COMPARED BY FJ G/OGRDANO DATE c/UNE 67 a COUNTY OF SUFFOLK _ PROJECT ROAD SHEET TOTAL DEPARTMENT OF PUBLIC WORKS N0. N0, N0. SHEETS R M KAMMERER, COMMISSIONER 7-65 27 5 40 YAPHANK, N Y 60'- 0" VARIABLE ER72 RIVE PH EAD - GREEN PORT ROAD (MIDDLE ROAD) .32 ' 0" VARIABLE 10 -0"E VAQ/ABLE 10'- O" 12'-O " 1Z'-O 3'-0" /0 = 0" o L,aE 4 C�d THEO�PET/CAL &74,0F 1'0_- NOrE SEE OETAIL FO,? yH4LLOW MED/AN S`OPE 100 p'v4 p � P/TCN 1�2 DEQ FT Z �`O' SAS Ep ' /4""PE2 FT =—T- THEORETICAL Z 6qQ/ABL E ���'Ecr -�•— PITCH //9 PEP FT �— PIrCN 1I2 PEQ FT P/TCH 6 ECS ,s�oaf>oN¢o COPE 'ONQ Op O P.4soiP�CTEo 2,_0,. g 6 "SUB BASE COUPS ,, 5ELECT 6P X12,4k` MATEZIAL-ITEM 0 47Z,66 - PAYMENT L/NE UNCLA55/FIFO EXCAVATION -I"WEAR/NG COUQ5E ASOHAL T CONCQET4 TYP3 1y"B/NDEQ COU�P5E ASPHAL T CONcefE E,TYPE IA /TEM NO 51 { 3"6AyE COaF5EA5PI1,4LT WNCQETE, TYPE 14 �0/VE 3"CW,,P5E)-/TEM NO 4.5.9N 2/10 GAL FFe 5 Y 9/7111W/NOV5 W AFFIAL 't1"L/QU/D MEDIUM CURING -/TEM NO 678 5 TREATMENT wr11 B/TUM/NoU5 MATERIAL -/TEM NO 1685 /11z"8/TUMINO615 6V VEL SIIOZIZACF_6 - ITEM NO 151 4"PPY,50010 DENSE Gk,4DEO AGG,PE6ATE BASE C011II5E -ITEM N0.400 TQ/MM/NG ,POAD SECT/ON- /TEM NO 7$ SEED/NG ON P,PEP.4QE0 A,PEAS-/TEM NO lZ3B t MULCH/NG -/TEM No I26 � 6 'SELECTED MATEQ/AL- /TEM NO 2,55 I TYPICAL HALF 0ECTIOM • A• ( NORMAL) 6CAL;` 316" = 1' -0" !1 3 PIPE 5LEEVE5 ARE TO BE LOCATED AT THE APPROXIMATE jD Z(Z STAKETONVe LOCATIONSSHOWN IN THE TABLE AND Ay ORDERED6Y THE END OFP/PESLEEVEENGIUEER LENGTHOF PIPEAND INVES�Ty AQE TO BE �v _ J VwmeLE 3 -0YA2/48LE 13' To 1'DETERMINED IN THE FIELD TO MEET EXISTING CONDITIONS G1z'roW vP/TCH f12WODDBULKHEA120 tL F C0f?LIGATED METAL P/OE SLEEVE -/TEM NrEa fTD 300 �, � ITEM NO 300 DETAIL OF PIPE SLEEVE FOV IRRIGATION P I PE P/TCH f/4/ SFr. ( HALF 5ECT10 N ) NO SCALE { ` DETAIL FOR SHALLOW MEDIAN SCALE: 3/8 = v-0" 10' - o NORMAL 5 MOUL DEQ F� Z O" 2-D" N02444L 6HO1/1OEQ Z'D �— PlrcH /I "PEQ FT 4" -- PITCH FT oQ A5 O/e�G IED S�OPf �OvE /O SNS TQEIJTMENr W/rH 01TUMINOU5 °N4 BEAM 7YAF GU/OE RA/LING -ITEM NO 3.35 MATERIAL-/TEM NO 1685 ECT�rO (OVHE2E PEQU/QED) / BITUMINOUS G,PAVEL 5HOULDERy-/TEMNO I5J 4'DRYB0040 DENSE GRADED dGGQECWZF 9A5E IN FILL (WHERE GUIDE RAIL IS USED) CoUQSE-IrrA4Al0. 4D0 WHEN SyOULDE,P W/OfN/NG ' AI Nor R�,Fe W o. 5H0ULDEQ SECTION IN FILL (WHEQE GUIDE RAIL Iy NOT OED WHERE SHOULDER WIDENING I5 REQUIRED ' /0 - 0 , 2=0" /01 -0 't NORMAL SHOOLOER low t NOkWL 6HO61LDER LpPE /0 411 •a —PITCH /2 Aff FT. O/TCN y"PfR FT --- i I _ y B/TTRU U��ti U5 &R, vELNSHO;MZ0, .P5 - ITEA7 NO 1,696 1 i `_ SLpPE >O'V 4 oP , 4"DC'YBOUA/O DENSE GPf10E0 AGGREGATE BASE > EB/TUMlNOUS G AV L SHOULDERS L /TEM /o /5/ O I586� j 4S o�PECT -ITEM N0.4DD y,, o 4 'OQYBOUND DENSE GRADED AGGPEGATE BASE COURSE- ITEM Na ¢pp BEAM TYPE GU/DE ,FAILING -ITEM NO 335 y H 0 U L D E R 5 ECT 10 N IN CUT IwAtr ,2EQU/.QED) WHERE 5HOULDEIZ WIDENING 05 REQUIRED 0 TYPICAL SECTIONS OF VA16ED SHOULDER WIDENING SHOULDER SECTION IN Fill- (WHERE GUIDE RAIL 15 U5ED SCALE' 3/8 1 � 0" WHEQE SHOULDER WIDENING Iy REQUIVED MADE BY F J G IO.POA NO DATE ,JUNE 67 CHECKED BY FC VEL50,P DATE ✓UNE 67 TRACED BY -6allyw D A T E LA11VZ' 67 ti COMPARED BY FL,/ 60l9QANC> DATE ✓u/VE 67 COUNTY OF SUFFOLK PROJECT ROAD SHEET TOTAL DEPARTMENT OF PUBLICWORKS NO NO NO SHEETS RM KAMMERER, COMMISSIONER 7-65 27 6 40 YAPHANK, N Y. -f8 '- 0' VAQ/ABLE C Q 27 RIVER H EAD-6REENPORT ROAD (MI DOLE 120A D) i /Z '-O VAR/ABLE 10 O '" 12 ' - 0 /Z ,- 0" Z=O 141 k_.lj qs THEOZETICAL GRADE C 11ME914AI �� ITE) SEEETA 6 — P/TcH /2 IA/ PER FT -�-- P/TC H //4/N PER FT IQECTED ---- yLop 6"SUB 5,45E COl1A'7.9E, SELECT 6P4NUlAQ M/ITfP14L-/TEMIVO 4L - PAYMENT LINE lJNCLASS/F/EO EXC4wrml -/TEM NO ZB5 1"WEA R/NG C0UQ5E 45PHQLT CONCRETE, TYPE 14-/TEM NO 51 MY "9/IV9,FZ COOPSE A5PI1,4L T CONCZF7E, TYPE 14-/TEM NO 51 3"9,45,1 49U,P5E Q5PH,4LT CONC,PETE, TYPE 1,4 ��NE 3000,P5F) ITEM NO 455N Z//0 GAL PEZ 5Q YD 9ITUM/N0115 0,4TM4Z ;4"LIQUID, AWP/l/M CU,P/NG -/TEM NO 6785 FLu5H MEDIAN �iVIIiT&c) /rE,y N05 515, 64C, 64CP f'69,5 rpF.4rMENT WITH B1TUM/NOU5 04T,6014L -/TEM NO 1685 1 PZ"31TUMINOUS G,PAVEL .51/011Z,9Fk6 - /TEM NO /51 4"OZY90UN0 DENSE G,PQOED .466ec6ATE' 945E C, UVR5E- TE 14 ND 4 D D SEEDING ON PRIPA.PED.4,eEA5 -/TEM NO /Z3 B MUL CIVING -ITEM NO 1Z6 6" SELECTED MATERI4L - 1TEN1 NO Z85 TRIMMING ROAD 5ECT/ON -/TEM NO 75 TYPICAL HALF SECTION • 8• 31 SCALE• V8 " = V-0" /'Gt/EAP/NG COUP5EQ5Pf/GLTCONC�PETE, TYPE 1A-/TEMN0510 4 T YZW DIA5E6QQDED AGGREGATE 8A5ECDUPSE- /TEM NO 4010 TYPICAL SECTION W KE TOQING DVIVEWAYy ' ' EX/5T/NG GAVEMENT EXCAVQTEb BY THE c0NTR,4cT0Q OUTSIDE THE "L/M/TS OF EXCQVAT/ON OF EX/ST/NG 4So114L7 N 0 T TO h C A L E PAVEMENT" 5H4L L OE RES TOQEv 9Y///M /N,4CCO,PDANCE W/TN TH/5 DETA/L AT NO 4DD/T/O41.41_ COST ro rHE coUn/TY 1 VA Q1A&E EDGE OfEX/57/NG EDGE OF EX/STING PAVEMEn/r PAVICm"T EXCAV4TIONL1M/T5 OFEX15T/NG 45PH,4zr PAVEMENT SURVEY 77 77776 47,77,, pAVEMENT XISTI G 4_6.pA r P4VEME p:0" Z,0„ P � LlMlTS OF TRENCH XGAVAT/ONTHEMrIC4L 640E z:6„ 4=0' '� MAX MfNTiO MAx PAYMENT roe 04VT PAV T ESloQATiO Q RE61'0QAT10A/ ` oYMUP f'0" l=0' OVERLAP / / DV UA/EXCAVATED aV UNEXCAVATED COLORED SyNTf/ET/CB/NDEP CONCPETE-/TEM NO 515 GROUND Q GQOUNv SYNTHETIC CF5/N e4O/D CUQ/NG CUTB/JC(�-/TEM ND 695 O NOTE 1NIr1AL COMPACT/OA/ W/TH 5 TORI/ PNEtIAM71C T/,PED ROLLE2 FOPMS QEQU/LIED FINAL CoAm4CT/OA/ W1TH 6 nov STFEL WNEELED 20LLE"2 F/Nl5HE0 45P11,,4v'PAVEMENT G'UTT/NG COA/CQETE PAVEMENT-/TEM N0 Z05 6" SUB BASF COURSE, SEL ECT G,PANULAR 04Tf04L-/TEM NO 4L 8/NOEPCOUPSE-TOGf/N PO/!D5 ASPHALT CONC,PETE TYPE 14-Irzw NO 51 L5 B/NDEQ COU,PSE-CDUA/TY DOADS DETAIL O F F L U 6 H M E D I A N (WH IT E) 1 /Z r MO VE E XI5 TIA1G PAVEMENT-ITEM NO ZB5 1'WEA.PING COU.QSE A5PII4L T CONC.PETE TYPE 1,4-1TEM NO 51 NOT TO SCALE ,OEPLACE WITHCEMEA/T TYPICAL METHOD" OF PAVEMENT RESTORATION CONCRETE PAVEMENT-ITEM NO 48 TO BE U5ED WHEN EXCAVATION F02 PIPE ANDIOR W1146 15 MADE THRU EXI5TIN6 ASPHALT PAVEMENT SCALE 318" = 1 '-0„ EXl5T C'ONC o,4V'T v PIPE ' lk o ° h N TYPICAL PATCH DETAIL . FOR CONCRETE PAVEMENT MADE BY F✓ G/0,2DAN0 DATE JUr1/E 7967 - CHECKED BY Fc VEI-60,Q DATE ✓UNE 1,467 SCALE' TRACED BY oPti14N T17ayQEz DATE ✓UNE 67 r �, j, COMPARED BY' Fc/ GD D DATE c/UIVC 67 TOTAL COUNTY OF SUFFOLK 48 = O "" SAP/ABLE PR No ROAD S T NOSHEETS DEPARTMENT OF PUBLIC WORKS R M KAMMERER, COMMISSIONER 114, 7- 65 27 7 40 YAPHANK, NY - C Q Z7 RIVERH EAD - 6REENPORT ROAD /Z '-0" 10� D " I,Z'-O'' YqP/ABLE � (MIDDLE ROAD) r THEO,PET/CAL GPADE � o oQ �y 01PECrCD fllJ,Syd/ED/AN�,SEEDETA/L c 51OPE 1041 4 P/TLH %pE2FO0T PITCH 12",0,WaOT ---� A o o Q O o i o a o p o EX15T/N6 CO/VC,PETEP/1I/E/4EN7 z/!o 0.41 PEIe 5 Y 23/rUMiNOUS /wTEe14z-/TEM NO 569MA ONEX/5T/0 L"ONCQETE P,4Yf#ENT ONLY ASPHAL r CONczETE TWIAIC; �`LEVEL/NG COURSE-ITEM NO 5171 2"eXOR Xlle5E A5P//ALT CONC'PETE- TYPE 14-17Z1Y A10.51 • >"Gf/EA,P/NG COU,P,SE,45Ph/4L T CO�t/CCETE TYPE /,4/TEiYI NO 51 Z//0 GAL PE,P 4p YO FLU,yN A/lEp/AN�INHITE� - ITE/YI N05 515 6�1C 64 CP�695 SEE"I�ET.q/L> d/TUM/NOUS iYIATE,P/ALA" J J L/QU/D�t9E0/UMCU,,71A10 /-i"D/NDE COU,P,yE A5PI14Z T CONCPETE TYPE 1,4- /TENT N0.51 -1rEM NO 6785 3" BASE COV QSE ASPh�AL T CONC�PETE TYPE >A SONE 3"COUlISE>/TE�W Al 45 5N PAYMENT L/NE — /TENT ND 2,55 6"5U8 645E COU,QSE, SELECT 6ZP IVULA,I MATE.P/AL -/TE�I Al ¢L T REATMEA17- W1 7-11 5/TUMIAIZ5 47-E,P/,4L- /TEM NO 168,5 NOTE• 8/NDEQ C01196F A5PNAL7' 2110GAL A6,e -V YD B/TUM/N0U51W,4TE,P/AL ;9" >'/z"B17-LIVIN065 OZ4VEL yHDULDEPS -/TEM N0151 COAVIETE TYPE IA, 5yALL E 045ECO L/QU/O/L1E0/UAi1 CUP/�1/G-/,r& NO 6785 4 `01IYB0l/NO DENSE G,PADED AGG,PEGATUIR5E- TE / M NO 400 SEEO/NG ON P,PEoATIEO APEAS- /TEM IVO,`lZ3 B BE 1%Z" Al d EXCEPT WHEN �ESU�FAC/NG EX/5T/NG MULCH/NG- /TE!? No, 126 CONCRETE PAVEME,UT/N Wy/CN 6 5EL ECTED MATER1,4Z- /TEM NO 2.85 CAyE/T SNAL L M 2''T#1CK+ TQIMM/N6 ,LOAD ✓ECT10,,V- Ar,6 1/1/0 75 TYPICAL HALF SECTION • C• SCALE -3/8" = 46=0,-� YAIZ/ABLE 4B =0"� ` YQQ/ABLE YArP/ABLE K Q � r ' N �► o 44 N VARIABLE /0 -0 VAP/ABLE � � VA,P/ABLE /O'-O" t/A�P/ABLE low 200 p TNEDQET/CAL G,PADE EC r�06-- o LOPE 0� 0Q A O/TCh1 >/¢"'oEPFOOTP/rC,, /2 pE,PFDOT _� v U o o 0 r slo PE' 211d 6,4Z PEP YD B/lUM,l�I4T,4" JDA¢OCAS%PF L/QUID MED C V lVG 17,64f NO 675-5 Z/10 GAL PEQ 5Q YD 61TUM MgTEQ/AL ';4'1-AP1110MED/UM CUQI,UG-/TEM NO 6785 FLUS/1�1?ED/AN�WN%TE)-/TEMNO� 515, 64G,64Co�'695 SEE DETA/LJ EX/5T/N6 CONC,PETE PwIni1ENT 2//0 GAG PEl1 9Y B11111W//IIOU✓`/L1ATE,P/4L-//ZW NO 6991114-OPV [,071NG CONC,PETE PAVEMENT 01VZ V ASPNAL T CONCRETE T OVIN6 � L EVEL IA1G CDUPSE- /TEM NO 51 TL Z"B/NDE,' 011fP E ki 00Z CONCPETE; TYPE 1A-ITEM NO 51 1 Yz"B/NOE,P COU,PSE ASPHALT C011 VC, TYPE 14-17EMNO 51 /"WEA,P/AIG COU,PSE A5Pf/ALT CONC,PETE, TYPE 14-/rFM NO 5I 3"B4SE COouzc 45P/HALT COiVC/PETE,TYPE TAI�ONE3'COU�P�SEJ-/TEM NO 4.55N PAYMENT L/NE—/TEM ND ZBS b" 5U8 BA5E COMZ, Z, SELECT 6k,4A1//L,4,P IV171 P/AL -/TE�t�I NO 4L TPEATMENT WIN B/TUV/NOUS /YIATE,P/AL -/TEM NO, !68 5 1%"BITUMINOUS GeAVEL 51/0UL0EQS-1TEM No 151 4"ORYBOUN0 DENSE GPADED ,466RE64TE BASF COl1R5E-/TEM NO 4PP , SEED/NG ON P,PEPA,PEO 446E45 - /TEM NO, 123 B MUL CN/NG - /TEM /(10126 6"5EL ECTEO MATEPUZ - /TEM NO 205 TR/MM/NG P0,40 ,yECT/ON- /TEM NO 76; TYPICAL OECT10 N - D - 0 C A L E 3/8" = V-0" r MADE BY FJ G10ZP,4N0 DATE ✓UNE 67 t CHECKED BY Fc vELsoe DATE ✓y/VE 67 TRACED ✓UA/E 67 l COMPARED BY F ) G/D.P,D,4,V0 DATE ✓UNE 67 41 1wolit foo MIMI an MI OI - • Imo! � . 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AND AS DIRECTED DAPPROX. APPROXIMATE LOCATION APPROXIMATE LENGTH N I C. 2 38 960 297+5 Oli 150' LEFT SE COR OF BOTTOM STEP " C 324t30 50 RT 1148 EMIL J a JENNIE R PUPECKI TWO STORY FRAME HOUSE 3 38720 312-!-32'± 70' ' LEFT RR SPIKE IN 26" OAK TREE 285. 50± TO 299+65'- RT & LT 1415 STA 317 + 00 120 D 339+00 58± RT 123R ANTONEa SOPHIE DOBECK ONE STORY FRAME HOUSE 310+25* TO 341 +30± R , 3105 STA 372+ 25 120 4 43 013 324-}-68"-' (12 '' LEFT SW COR OF BOTTOM STEP NIC 31 1100* TO 333+80t LT 2280 STA 391190 1 85 ' F 340+00 20± RT 124R HAROLD E PAUL ONE STY STUCCO GAS STA 5 30,484 3501-40'± 97'1 RIGHT NW COR OF BOTTOM STEP OF PECONIC LANE ENTRANCE 336 +00± TO 350-1-30'- LT 1430 STA 395+00 215 G 344110 58 RT 127R KENNETH D CASE FARM STAND 6 33,559 363+ 25'± 8'1: R I G H T NW COR. OF BOTTOM STEP 351 -x- 40+ TO 367+001 LT 1560 STA 403+00 120 _NIC r ONE STORY FRAME HOUSE , ? 125.136 377+70'± 65'*- LEFT SW COR OF BOTTOM STEP 351 + 55± TO 397.+65± RT 46 10 STA 410+00 120 374+ 00 15 60 RT 113 HELMUT HASS I STORY FRAME �lSE 8 27.239 391 +77"" 162± RIGHT NW COR. OF STEP 367+ 00' TO 434+10± LT 6710 STA 414+00 120 N.1 C. _ r 9 31.555 411 +65'-• 200± RIGHT RR SPIKE IN 30 OAK TREE 396+72- TO 410+60± RT 1 188 STA 428+00 120 L 389+50 45± LT 150 PATIO 81 FRAME GARAGE 10 42.230 429 +05'-- 2'+ LEFT SE COR OF CONC MON 411 + 80+- TO 417+80*- RT 600 M 394+40 151 THEODORE 0 BITTNER JR 11/2 STORY FRAME HOUSE .t ACKERLY POND ROAD EXT. RT a LT 440 I ( 42,702 435 +55 75- LEFT S E COR OF CONC. DOOR JAMB, SE COR. OF BLDG. NOTE: LOCATIONS AND LENGTHS OF PIPE SLEEVES ARE N 411 +20 100-RT 154R DAVID L MUDD FR PRIVY, SHEDS BARN 435}` 10- TO 453+25- LT 1815 0 411 -35 210**- RT 154R DAVID L MUDD WATER TOWER 12 41.242 438 -1-14 + 72± LEFT RR. SPIKE IN 14 MAPLE TREE 435+"75± TO 453+ 25± RT 1150 APPROXIMATE ONLY EXACT LOCATIONS AND LENGTHS P 411 +75 265± RT 154R DAVID L MUDD 11/2 STORY FRAME HOUSE ' 13 38.882 442+ 15 ± 973 LEFT SE COR OF RISER IST STEP UP (BRICK STEPS) 424+25± TO 440+-70± RT 2130 AS DIRECTED C DETERMINED IN THE FIELD AND CONSTRUCTED ^r-- --i-- AS DIRECTED BY THE ENGINEER Q 418+00 55 '-' RT 155 ANNA MORRIS 1 1/2 STORY FRAME HOUSE 14 38,,732 449-1-95} 37 ± LEFT R R. SPIKE IN 12 TREE t R 418t00 10'± LT 155 ANNA MORRIS FRAME GARAGE 15 44"072 454+231 43 ± LEFT SW. COR TOP OF STONE WALL S 421+72 4'± LT 156 BEATRICE I HODGINS TWO STORY FRAME HOUSE16 47.392 457-1-09± 1 02± LEFT SE COR TOP OF CONC PLATFORM T 366+80 35 ± RT 144 KENNETH D. CASE FARM STAND NOTE THE DATUM REFERRED TO IS U SC-&G DATUM MEAN SEA LEVEL SANDY` HOOK U 374+60 300± R T 1458 CHARLES HUBBARD I STY FRAME BLDG ' ' ' V 372+80 234!±RT 145R CHARLES HUBBARD CORR METAL SHED W 373+23 2'_RT145R CHARLES HUBBARD SHED TABLE OF LENGTHS TABLE OF UNCLASSIFIED EXCAVATION -- ITEM 26S NOTE: NO STRUCTURE SHALL BE DEMOLISHED WITHOUT FIRST OBTAINING THE APPROVAL OF STATION TO STATION LINEAR FT. ( APPROX. QUANTITIES ) THE ENGINEER. 2_68+00, CONTRACT BEGINS 28 7{-25' PROJECT BEGINS STATION TO STATION U YD EMBANK REMARKS 28_7+251 307+001: 1975 TYPICAL SECTION A (SHALLOW MEDIAN) k CU YDS CU YDS 307+00t 3081- 65+ 165 TRANS TO TYPICAL SECTION A ( NORMAL ) 284+00± TO 287+00± 689 0 INCLUDING INTERSECTIONS DEMOLITION 308+65' _ 331 +75± 2310 TYPICAL SECTION "A'(NORMAL) EXIST RECHARGE BASIN 287+00±RT 31739 0 BASIN TO BE ENLARGED 331 +75t 343.1-80'-RTSLT. 1205, BUILD INTERSECTIONS ( VAIL DRIVE HENRYS LANE) 287+00± TO 307+00± 4,413 3,595 INCLUDING INTERSECTIONS DEMOLITION 343+80'- 346+90± 310 TYPICAL SECTION A (SHALLOW MEDIAN) RECHARGE BASIN NO ] 307+00± LT 32,354 125 346+90- 354+85i 795 BUILD INTERSECTION (PECONIC MILL LA -- ` 307+00± TO 346+00± 7,743 18,587 11 � ) 354+85' 355-}-55± 65 TYPICAL SECTION"A" SHALLOW MEDIAN RECHARGE BASIN NO2 346+00t LT 4,420 0 355+ 50= 361 +70±RT6LT. 620 BUILD INTERSECTION (CARROLL AVE ) J 346+00± TO 376+19± 4 274 2,454 it EQUALITY STA 358+58 99 BACK RECHARGE BASIN NO 3 376+00± RT 33,793 98 ` =tSTA. ,358+57.89 AHEAD 376+19± TO 415+00± 7,069 31 051 " " & FILLING RECHARGE BASIN NO 4 415+00± RT 3,243 2,289 �EX;6NG S.C. RECHARGE BASIN 382+50± LT. TABLE OF CONCRETE CURB - 361 +70± 372+20± 3335 TYPICAL SECTION "A" (NORMAL) 415+00± TO 439+00± 5,331 16,220 INCLUDING INTERSECTIONS & DEMOLITION LOCATIONL F- TYPE"A" L F TYPE"13" 372+20± 395+ 05± 2285 SHALLOW MEDIAN RECHARGE BASIN NO 5 T2 4-1-22+ RT 26,221 1,758 SIDE ITEM NO 97A ITEM NO 97 BS 39_5+05` _ 401+ 10± _ 605 BUILD INTERSECTION RIGHT CONNECT TO EXISTING MIDDLE RD_ 439-1-00± TO 463+00± 21269 35 of " 11 CROSSOVER ' AT STA 288+ 80 -�-_ _ _ --`_ _ -- _ `3_41_ 401+ 101 407+25`-- 615 TYPICAL SECTIONA (SHALLOW MEDIAN) 814 936 FROM REMOVING EXIST BASINS PIPE ETC. " 297 +97 _ _ _ 200 407+25+ �4 15+25:' 800 BUILD INTERSECTION RIGHT ACKERLY POND RD EXT. 17, 000 ESTIMATE OF SELECTED MATERIAL EXCAVATED _ _ - ----- -- -- 306+ 15 EQUALITY "N"&'"S"` 200 LINES �0+00 AND SALVAGED FROM FILLAREAS ESTIMATED 6 to 323+12 _ _-_- - --_-_ _ --- - -- _-_- - _ _200 THICK - - -- --- =STA 415+00 00 , 16 LEFTa RIGHT 17, 000 EMBANKMENT NEEDED TO REPLACE SELECTED VA;L_DR;VE_ INTERSECTION LEFT BRIGHT 135 _ 160__ _ _ 415+25t 421 +00'- - 575_ _BUILD INTERSECTION RIGHT CONNECT TO EXISTING MIDDLE RD MATERIAL SALVAGED FROM FILL AREAS HENRY'S LANE 8 145 - 80 _ 421+00' 427+00t 600 TRANS TO TYPICAL SECTION A TYPICAL SECTION "B" SUB TOTAL 153,372 94, 148 INCLUDES EXCAVATION OF 16,860 CU YDS OF ` CJIFOSSOVER AT STA 344 +60 - 200 _ EQUALITY N "LINE STA 11 +96,¢9,2RT = STA 427+00 00 SELECTED MATERIAL FROM CUT AREAS -------- - - - ---- -- PECONIC MILL RD STA 350+_00 t 450 LT LEFT _ 60 _ _ 100 EQUALITY�"S LINE STA 12+03.31I 2 L T=STA.427+00 00 -9,760 17, 300 ESTIMATED LOSSES FROM CLEARING AND PECONIC MILL ROAD INTERSECTION __ _ 8RIGH_T - 275 200 - 427-1-00; 433-F00* 600 TYPICAL SECTION "B" GRUBBING C_ARROLL AVENUE - ! - 8 135 �- - __- 180 433+00± 433+601 _ 60 TYPICAL SECTION C & VARIABLE18_ _ - , 000 ESTIMATED SELECTED MATERIALTO BE USED 11 1 - ROSSOVE_R_ AT STA 36 ---- ---_4+42 200 433+60t 436+25± 265 BUILD INTERSECTION LEFT (KENNY'S ROAD) ON SHOULDERS, SLOPES a MEDIANS -- - ---------- -- - --- --- -- -- " J 374+75 _ _ _ _ -- 200 436+25'- 43 8+10- � 185 TYPICAL SECTION C Ek VARIABLE -15,000 ESTIMATE OF SELECTED MATERIAL TO BE 3 8 81-4 5 _T _ _ - __ _- _ _20 0 4-313+10t34-313+10t_ -44_2-x-25'-' 41 5 BUILD INTERSECTION, RIGHT (TUCKER'S LA.) STOCKPILED ON UNEXCAVATED AREA OF - �. ' - EXISTING MIDDLE ROAD INTERSECTION AT STA 3498 0000 LEFT RIGHT - 145--- -� 2_00 44 2-H251---_ 444+1470 18970 TYPICAL SECTION','C a VARIABLE RECHARGE BASIN N0. 3 -- _ _-_ -_ "" -_ - -- - _ - - 2_00 -- - 44 4+ 14 70 " _PROJECT ENDS NET TOTALS 110,612 11 1 ,448 41_8+50 8r _ _372 _ LL- -- --148Y _ 44_4+ 1470 454-} 1044 99574 TRANS TO EXISTING PAVEMENT (SEE TYPICAL SECTION D ) SUB TOTAL 153,372 -EXISTING MIDDLE ROAD & ACKERLY LANE ^- "' a "- - 260 - -- - --IN - ----- -- --- ---- -- --- - -- - - - - -------- --- -- - - ---------- -- - --- - -- - - - 4 5 4+ 10 44 463+00!: 8 8 9 5 6 CONTRACT ENDS . +B 0 R R 0 W 20,042 KENNY'SROAD INTERSECTION "' a 137 _ -__ LENGTH OF CONTRACT = 19,500 LINEAL FEET= 369 MILES BORROW =(111 ,448-0.85 X 110 ,612) X 1.15 = 20,042 TUCKER'S LANE INTERSECTION a 640' RT _-- - _RIGHT -_ -� 220- - a - -- - - ' LENGTH OF PROJECT = 15,68970 LINEAL FEET=2.97MILES GRAND TOTAL 1733414 287+ 18 '- TO 2.89+36* OFF 52' LEFT SIDE LEFT SIDE 218 ( - ROUND TO 1751000 BRIDGE LANE STA 273-1-40 -- - -----____�__ 82 EXISTING MIDDLE RD STA. 415+90, 218'RT PT 30 TOTALS 2285 3091 ' ROUND TO 2300 3100 TABLE OF CHAIN LINK FENCE ITEM NO. 238 p TABLE OF ASPHALT CONCRETE GUTTERS -ITEM N0.98MS APPROXIMATE 'APPROXIMATE FENCE 6'HIGH GATE 14WID STATION OFF SET LOCATION LENGTH WIDTH 307+00t 3501 LEFT RECHARGE BASIN NO. 1 1217 LF 1 ( APPROXIMATE APPROX RECHARGE BASIN AT 306+ 00 LEFT 1315 _4' 346-1- 00"- 210"1 LEFT RECHARGE BASIN NO 2 1507LF -_ - -- - g0 8 & VAR -- 376+001 260E RIGHT RECHARGE BASIN N0. 3 1869LF 308+00 T_0 311-}-00 IN CENTER MALL 300 41 5+00`- 60,E RIGHT RECHARGE BASIN NO 4 742 LF l 311100 TO 319+00 IN "i 800 - aucKE 251- LEFT RECHARGE BASIN NO 5 1230 LF _3281-00 "' - 332+52 _ � 452 4 TOTAL 6565LE 5 14 1 ROUND T 0 6730LF; 5 RECHARGE BASIN AT MILL LANE 388', 4 RECHARGE BASIN AT MILL LANE 63' g` a s EXISTING RECHARGE BASIN 288+50 RT 85' e' .• • 3661- 50 TO 372+66 IN CENTER MALL 616' 4 RECHARGE BASIN AT 375+90, RIGHT 787 4 ` RECHARGE BASIN AT 415+OO,,RIGHT 504 4 aVAR(32L.F6'&var) 1 • RECHARGE' BASIN AT TUCKERS LANE 780 4'a VAR 421+00 TO 424+ 1N CENTER, MEDIAN 300' 4' f� " ` S E J G/O,P0,4N0Mil' 67 r MADE B Y .- DATE' CHECKED BY ' FC VPI-50Z -.DATE : ✓UNE 67 TRACED BYr_ -DATE COMPARED BYs, 1;C �, f1lox DATE ,, � y , - PROJECT ROAD SHEET TOTAL COUNTY OF- SUFFOLK. NO NO. NO SHEETS I + DEPARTMENT OF PUBLIC WORKS IZ M KAMMERER. •COMMI60IONE2. E� 10 40 YAPHAN 4 N•Y 7- 65 27 . C R -27 RIVERHEAD - GREENPORT ROAD { = (MIDDLE ROAD) t PROVIDE. wow_- ?100 SURFACE- L04' _ ~N oN TOP FAct- 4 _ w �N co to cli N0 40 rc, -- ---! -_-----�I----- ---- —— ————- i I ,N 23 I N - t I I �N N N N , -- --- -- •--- - - —_ —__- --I N -_ N =N ' N PLAN I 'v N s 0 — I' SECTION E -E f r �Z„ IT ,2„ � �, /2„ �, I„ 49 y2., � „ tit 10' 1" 10Y8" ,� 1" 10 Y8, I" 10" 1i4�--- /8 49 y4„ /. 47 /4' �/ 8 3 /g' a8 y8 3 I 6 4 Z,/8 1 0/Z' 1 10�Z' I 10'j2' t 1 0/2 Z/8 /4 ' a9iZ° SECTION 5 -6 . _ P� 1�4 47 I� 5No6�►a9 5'lAUG ,I AN 3" 49/Z' - 4 3' ITEMINO 26 5 5 12" i Qo --- --- -- ------ ---- --- r ' ' — — — — iiI— SECTION D-D `j U u CASTI N G TYPE • 5 '- ITEM , N O.r 3 Ot _ JIM s ` ' SCALE • I 'yi IN- ± I FT- -- -- --- I sco I 54, d _ NOTE ,� • TYPE LOCATION AMC) SIZE OF PIPEy SHOWIJ ON THIe75HE=ET ` - - - -- i �' ARE- I LLU5TI2ATIVE' ONLY. FOR ACTUAL TYPE, LOCATION AND SIZE- 4 --- I f S E CTI 0 N A-A OF PIPE✓ AT EACH f3A61N 1Zf•FEIZ TO DQAINA6E' TABLE- f 6fNE-VAL PLAN. ' Z- FOQ TYPE' OF CASTING TO 6E' U6E'0 FOQ EACH CATCH DAS1W REFr-P- TO TABLE` OF DQAINAGE-. CASTINGS WILL 6E- PAID FOB UNDE-IZ CASTING TYPE • A • 1 TEM NO . 3 0 ITEM NO 30 4� 3 : W14EQE- ALLOWANCE 15 MADE- F0Q VEQTICAL &DJU5TME7NT OF CASTING, ADT=QUATE7 DEAQING SHALL Of- PROVIDED, U51NG 5CALE ' ,I Vi IN• = 1 FT' t COIJCQE-TE; IDLOC14 , �QICV- AMD/012 12 MOQTA2 i - a I ° , PAVEMEIJT 7 PLAN CASTING NOT 9WWM MORTAR FOQ ADJUSTMENT ' 1 OF CANTING ' i—'' i ;T I�ii„i ITI 1 Iii�i�i CLAy6 I CONCRETE. I I I I I IJ 11-ILil IL!t1Lt1_LlI Li i, iJ ITEM NO 102 _ Lis I MORTAR FOR ADJ0TIONT r PQECAhT CONCQEtE SLAB ' ' --- -_-- i 1 IN - TYPE ' A • CLA55 I CONCOE-TE- ��---- —1— J - CONCRETE CURB ! ' a , • JI 4 • ITEM N 0. 97A , ° r I I�• - 1 FT k � 5CALE 1 g MOQTAQJOINT "j $" NOTE • CURB EIJOy SHALL VAQY FROM yTANDARO HEIGHT --�---y , C a 0 ZERO A5 DIQECTED. Q , �' CLASh I *- ITEM NO IOZ 6'PLU5 THICKNEyh J� - ' r OF PIPE- 8' a U r • tr a` PAV mEmT - r ' CTION �+ - '- co S C - C r u CLAz/0 I CONCRETE- ' a ++J•+y � D 6" PLUS I i ,V ' ITE-M NO 102 OFIPIPI=� ' I CA1_CH BAS I N • TYPE - A - 2'-4 A • 1 , 5' 4" 2'-4�„ SCALE • 3/41KI 1FT _ 4' I SECTION F - F ` PLAN , r' CONCRETE� CURS - TYPE • b • -- I j 1 I• CASTING NOT 5 MH • • 'ITEM NO. 97GS 4 0 CATCH BASI TYPE 5 MADE �Y f J 6/O,P'D,4�V0 OATS ✓UNE 67 / • r . - I �ChLE , 1 IIJ • I FT' 5CALE 31a. IN � - 1 FT• t CH EC It ED �Y FC LS OATS ✓UNE 67 1 w TQACED COMPARE Fes' Gio3zd��u0 DATA �JUNE67 I , ' I ' , 11 „ , 4 1 I GOUMTY OF SUFFOLKro c,45 ' 4-0 8 8 8 t` NO N0, N0. SHEETS DEPARTMENT OF PUBL(CWORKS 14D✓u5TMENTiNG , �� 4=0 ' PROJECT ROAD SHEET TOTAL ,� � R M KAMMERER) COMMISSIONER 11 " B, YAPHANK, NY CO,P4 EO BAA25J#�¢ 7-65 7 11 40 �= I 0 0 00❑� D��❑❑� C 2 27 QIVEQHEAD- GQEEN PORT ROAD #40,4k5 4'G[.oA/(5 -- ------------- ---- ----- - --L- ---------- ----------- -- -J ( M ) DDLE 20AD) --- 1 ' rMOQ7AQ /i CLEAR ' y D JO/A/T 'j" L "__J L---JL J L__J I 1 + kb c CAG - --- E]� _ _ -1 j s '- ,b ♦ �!_O" O , N �� ,L 1 ~---'L---J L — 1 L —J L__J L__J' I Q -----------------------r ' f-6" VERT BAk'5#4 B„ • g oaQ� 4�0„ I I I-_ -- ------- 1 1 -- - -- - - -- - ----- - - -- -- ----- ----- - Q I I _— I I IPNEA?BAIPS#4 8 CO 5E I �I H— ELEVATION I o CTO H ; I • Q � � � 5 -4" T - I 1 o o 3-21H 4BA.P55-O 'LCA1G H �� F/VE*6BARs 1zn tU I Ty C.41. 5�0 LOVG a BSBAPS- 6 OC 6" > 6"OQGy 6 85 B4P-5-6'OC G G ' 1 �� s' 3#.5 BA,P-9�6'2ONG Q 40 W �T--�---n---- .v ELEVATION N 10 b " 'z'' 8 46 9485 5=0''L 0NG o, 2 5 Mb 3= LNG VEPr BAPS#¢ a B#6 BAPS 5'-0"LOAIG 3#S BAPS 3#5Q9P5 ALTEQNAT/NG >'>" j I 6 0 r--oo. 6 0� Cc roc) 6'P4113 THa.�vess o _' �- - - In u- N � � ,� I"8 4' o" -(8 I 4 N0 5 BQIPS-5 bC 7YP/IAL 2q I 0 „ OFo/06 - o \11 Q' j#5r `5 BAQ roI /Z I _ -I Q cp I 3'9'lZURt OuG , 319' LANG , Cl EAQANCE ■. _ Y —of I I I I '' SECTION — — �_ T � fZ" I N �, 2# 51B as 3 LO ------- #4 BARS PIPE NOT SHOW '—I— , v - - -� --II-- I- -li I --�,1 - , , -, - f, i " r 'V '' ' �I I'I TE,,l I II i I, 1 +, II 11 CL,4- NO >COA/C °o ;y 11 I , I I 11 :: (11 I I I ,, ,I I 3 4 NO 5 54)?5 —�- ,1 1, t 'I t 1 11 1 - 1 I -ITEM NO /02 t !I t I 2'-6 'LONG 3 - 8/ 1Z z5 BAP-9=6"L0A/G ; ZP 0 C PLAN i 1 PLAN 3" INLET NOT SHOWN D 1 I PLAN o0 . & 1 0_7 o o --- 6'�LUS E/GNT #6 BPS A 3' 4 Z016o , ;� . TH/GKNE55 1 1 -IR �r--fr- +.—y+— 3-N058AP5-6 0 C o OF G/DE Q� T �_; 1 I I �( �I I I , 1 1 - J RVE P' 6 9,4/P6 5' O" LONG SE CTION G-G CATCH bA61N • TYPE ' I PLAN WHERE IZEINFOIZCING 15 QEQUIRED ; 1 I SCALE V 2 IN = 1 FT. TYPE 'o"FP/JNIE COYEQ ' CATCHBA51 N - TYPE A TYPE 'C DITCH f/4"GE2FT WH626 QEINFOQCING 15 QEQUIRED CASTING — n m TYPE D FVAIE'—t� 6Cf'1//�� L L[ 3/4.I N - l 1[T EX137 SHOULDEQ coEQ 8" ` *' �5PNAL v/rcy %¢"pEQFr ELEV 175 i'CL EAQ FOR 57R 617f 69 v b L M TYVE "C v TYPE G" a FLOW LIVE r C457/NG FLOW 1/NE CASTING -& livor,?e�uizEo Fo¢ STS 1 'CLE'4 Q ASPHALTLIVE 0 , 6 TYPE CAST/AIG Z4 9 Dh 6, 7%B" a 7" 7" 3 7 ' 3 7" 3 %g" �6" 7 �8 � 1 ! 1 6"PLUS THIWA1E55 OFIP/PE 4„ 48,. 4" ,(!.....-7 IPA/SED PQTTEL'lV SECTION J -- J ' N N ` PL 5ECTION M-M - ,y L 4—j • 1 CATCH BA51 N • TYPE • Cd 6'PLUS 7NlC�NE55 OFP/PF5E CT I 0 N K — I( r " '¢- PLAN SCALE .� 8 pie 1 ---j IZ I N = 1 FT CATCH BASIN - TYPE - Do SCALE • 1/2W = 1FT 24 %¢" 4 24" 6 J11 4 rYP/CAL typ/CAL ¢ N N iR 13YZ. ELEVATION SECTION L— L ZZD/AM ECTION N— N CA6TING - TYPE • C • COTING - TYPE - Do 5CACE: I YZ'= 1FT SCALE 1'/2'= 1FT. ' MADE BY F -I GAO POAND DATE 'DUNE 67 CHECKED BY DATE ✓y�/E 67 TRACED BY taZ0 A/ 011e--,e ---DATE c/UNE 6 COMPARED BY F 1/ 01W,04NO DATE UINC 67 1 1 - I • PROJECT ROAD SHEET TOTAL COUNTY OF SUFFOLK NO. NO N0. SHEETS DEPARTMENT OF PUBLIC WORKS R M KAMMERER, COMMISSIONER 7-65 Z7 12 40 YAPHANK, NY. c a 27 RI ORT ROAD (MIDDLE ROAD) I 8 4 0 / 1 Q4/5EO WrEQ,y Z #S BAPS 3'Z"LONG-/TEMNOZB 0 9, 0' ON- ad IL 3, 0 ' �2 ' X, N CLEAQ ' S�oPE � �ItiQ CLEAR ' owrOF/NTce6,rcT/Oit/ 5 PLAN - °PE (SEE NOTE) 3"71 CK PLAN f0PM5 PEQ[/iQEO fORCONSTP!/CT/oN �\ (0TIH66 AND PIPE NOT SHOWN A5PN4LT CONCQErE GUTTEY/TEM N0laplj(Top,-ov,PSE0 zr) CASTING TYPE E 36'� CLE4P OPENING 2 Qqo/v5 6" SEL ECTEp MATED/AL-1,71W N0 Z85 6I UNDAW Z0.40W,4Y C.457-NO W/TH 5WAQE 1 AZ40Vy FLOG,('H4,PT TYPY 604-C, CODE NO 60457� O,PEQUAL M/5CMETAL5-ITEMN0_V ► «�Boe 2 CENTER MEDIAN ASPHALT CONCRETE GUTTER — 6' WID F/Ll W/ CLAyS >WIC-ITEM/I/0102 ' SCALE 112 1 FT I TYPE A CAST/NG ITEM N0 30 --j -- TYPE Q'Cg5T/iVG •/rEM NO 30 d 1 � � • I ct� I � 1 ` NOTE• PO/NT OF SLOPE /NTErPSECT/ON WILL BE OETEPM/HED BYA I0�(/4 SLOPE FPOM T/�E CONC I 8 a - ITEM NO I0AI 9 , EDGE OF 5f,0UL DE.Q Ol/E.4C//5/DE OF T�'E d�ILLEy !�/.�EN O,l/E 5/DE /5 h'/G,yE P C1 E4, a THAN THE OrVFe., TH/3 W/LL NOl OCCv�AT TAT SUPIiEY CEtiIEP L CL455 1 COA/C-I TER NO /OZ n - - - 6"PLUS ' : - n a - ° = TN/CkNE55 - a o - 2, 0„ z,-0„ - 4 OF P/OE a �4 a 6N 3 :p' 1 s��PF �ov� �` Po/AIT OF1#rrr3fc7iov OECTION 0 - 0 LOCATION OF CATCH BA51 ON BULLET 1 05E �, /5- T1 SECTION P- P " -- SCALE 11N = 1OFT. CATCH BA61N - TYPE • E • � MANHOLE - TYPE • F 3ryicK 3/ �� ASP{1,4LTCONCQETEGUTIE2-/TEMi(/098M51T17oc0U�5Eo�/L� SCALE � 4 = 1 FT. NOT TO SCALE FO.PM5 ,(Y(QUIlPED FO,P C01115=11_ /0IJ 6"5ELEC7ED M,4r2714L- 17FVM4 2B5 CENTER MEDIAN ASPHALT CONCRETE GUTTER — 4' WIDE SCALE 1/Z"= 1 FT Q L 1!6" 5U,PVEY V C P Z7 eIVZ-k HEAD-GZEEAlPoeT,Z0,40 (M/ODL E 00,40 TWO #5 BAR,5-/TEM NO 28 ?q E,YPa.5 P EDGES IIN rwo #s B4,P5 PAVEMENT 5 4ME A5 -— -� MTV 01?9 PIPE 517E T' I N FT 30° /5 fOQ SNOULOE.P q. _ EDGE OF SNOULDE2 � /9 22"X I3" 6 ' 30" /0 -- o ti` 36 p FOP 5/,DULpE2 W/DEN/NG Q 5ECTION Q,- Q NOTE SET TOP OF 6F,4TE Z" BELOW TNEO.PET/CAL EDGF Of 5/1011LOER ELEVATION LEVEL 7P4N.,VE,PSELY AND P,4PALLEL TO THEORETICAL 6,140E L0NG/T61,o/N4L1_Y 1 1 • DETAIL OF LOCATION OF DA5IN AT EDGE OF SHOULDER 5TANDARD HEADWALL NO SCALE SCALE 3/g"- 1FT. MADE BY Fl G/0,P,9,4N0 DATE ✓UNE 67 C H E C K E D BY `C I/EL6o2 DATE ✓UNE 67 T R A C E D B Y ,1ew,,4N oH,,E,C _ DAT E ✓VANE 6 7 COMPARED BY F ,4�0,4/VO DATE G161AE 6� COUNTY OF SUFFOLK3, „ 3,_0„ PROJOECT ROOD SHEET O, TOTAL DEPARTMENT OF PUBLIC WOR0" SHEETS RM KAMMERER7-65 27 13 40 , KCOMMISSIONER YA PNAN , N.Y. �� � C IZ 27 VIVERHEAD- GREENPORT ROAD I ( MIDDLE I•ZOAD) o � Q 0 o 3 LO- 3-0'' yLOFE A5 3 v 0 WHALT CONUCTE o; 3 3 GUTTEQ-FINE MIXO�ILY ITEM 90 98M54 t. AyPNALT CONULTE p I ------- ,O I r------�-- —41 I GUTTEZ-FINE MIX ONLY ITEM NO 9810y /L T I I I I I T I I j l I I I I 3,o," 30 ff(TION R-R3=0 3=0 I OECTION T I I I I FLOW L/NE 4' 6' 4'-6" FLOW L/n/E OF iG1E0/.IN OF MFD iP • I L:-- - --- j -- L ASPHALT CONCRETE GUTTE7-FINE MIX ONLY o' 9 ITEM NO 98Mh dr a -4�4 PLA N � -� PLAN SECTION 5- 5 5 TYPICALA6PHALT CONCRETE GUTTER AT TYPICAL A6PHALT CONCRETE GUTTER AT TYPE "A" CATCH BA5I N5 - TYPE "B" CATCH [5AOI N5 SCALESCALE- 1/Z''= 0" ry MOLD 46 D/,PFC TED 6 O 1TEMHNO 16 k'BA ?S AL� (! INLET OUTLET .°� (� SrNvL Z-� DAPII FOQNGt/ 2'O GAL V GAL V ,5E[T/ON FL OW L/NE METAL yrAL 11 Awn int IL V- p— p— P, VVK.V F.I END ZWO M01D 4y O/QECTED 3 ' TN/CK SEcrioltl ASFNAL O /TEM NO 99M _ o 0 In FL 0W L INEIF r W t 4=0 6=0 4�0" LV TYPICAL A9PHALT CONCRETE GUTTER AT TYPICAL PLAN READWALL5 Y L FOR OPHALT CONCRETE GUTTER AT TYPICAL HALF PLAN FOQ ASPHALT CONCRETE GUTTER SCALE 3/8'= V- 0" 13•• OBLATE C. M. P. ARE INLET AND DISCHARGE END9 OF C.M.P. IN CENTER MEDIAN WHERE DISCHARGE ENDS OF ZZ'XASONALT NO %ALE OPPOWE l CENTER MEDIAN NO yCALE • ra- ASFHALT C0A/C,PtrE GUTTER, F/NE MIX ONLY -/TEM NO 98M5 t 3 3" PIPE o FL eW L/,yz- INVERT --�- � FLOW LINE 4 4'0 z0'OF N ' AS�gLr coNCQFrE�<rr/"E�FINE.c/%r oucy-/T�-,r�l,vo gBMs � SECTION U- U �_v FLOW SECTION W-W SECTION L/NE MADE BY F ./ G/OPDANO DATE ✓UNE 67 CHECKED BY Fc vE s0`0 DATE✓V.vF 67 TRACED BY-PMAN o,��E DATE LUNE 67 C0MPARED BY F c/ G /22,4 VO DATE tJUNE G7 - • 3 PROJECT ROAD SHEET TOTAL COUNTY OF SUFFOLK •; _ - + � N0. oEP.4�PrtiJEn/T of 101,10ZIC 010.ee,5 - NO NO SHEETS Pi11 ,(%4ti1y1E,PEP C04-11W/SS/0NE,P ol APyA/(/K, /V Y ' 7 - 65 27 14 40 C R -27 RIVERHEAD - GREENPORT ROAD MIDDLE ROAD 4 Z- Y'1 DOWELS 6 LONG 'I NOTE �0 0000 • CHAMFER All EXPOSED EDGES OF C01.1CRETE 1 INCH n i TO A POINT 01,1E FOOT 5ELOW FI1415HEP GROUND SURFACE. R CNA//v LINK FENCE-/TEM 238 CHAIN L/NK FENCE-/TEM NO 23e 9111LD ASPHALT GUTTER Z-% B4P5 •� Fi• 1=O' h �VAQ J5-0 ORA S SHO RASO VIV _110 1 ON PZAN EDBY I5-O" 5,0l '/ \ F i• �,; // +—SLOPE/ PER FT ENG/NEER SLOPE% PERFT—+ O e' N 2 / , , • i • C (4t-A 5 f9A L 7-CONCRETE sl VA,P14BL E CSE,' PL,4N) L P E w E GUTTER- ITEM NO 98M5 p P/tcN y PER FT O 6"SELECTED MATER/AL i• •' 2'X4"KEY /TEM NO 203 � 2 ,q / / - n - 0 GRADES SHOWN ON PLAN SEED/NG ON PREPARED A REAS VAR/ABLE P E 1 / • • • • -w--•—.�..� .. .t,.�,: // /TEM'NO /2,3 B. LO REFER TO THE 5E Pol vT5. I ( i 4-O • 1 Q ° e -6 BOTTOM ELEV A5 PHAL T CONCRETE GUTTE2 • qIN �IN G I • CLASS 1 CONG a — (Sr PLAN) WILL BE f" BELOW CONCPETE _ - - - ; ITEM 20 Z-0 CURB I _ UNCLASSIFIED EXCAVATION- ITEM NO 29S 6 T/-°_`]71 1 15 T I41MINO ROAD SECTION- ITEM NO 7,9 k SECTION a_B � PLAN— %2 SECT/ON ' TYPICAL SECTION , RECHARGING BASIN r Z_�� 9 I HEADWALL VILLWAY NOT TO SCALE ot NOTE. • ,t - FOtZ 67UCTURE NO 98 THlS DIME00M / SHALL BE 1'-0" ALL OTHER DIMER6100 AIZE j TO IN-MAIN THE 'jAME i F/PE/NdE,PT ELE!/4r/ON DOIf/EL 5 6 'LONG `�� Z- %"� DOWEL5 8,'LO�v6 �ooWEL 5 6 'LONG -- GATE PLAN SCA Lf I FT. "�DOWEL 5 6 LONG - \ O Z- �Z � DOWELS 'LONG ZX4 KEY i� BA.PS @ - ,- NO 6 IN/PE MESH GATE POST DITCH ",PieFT--- ILO" 0 C 2-670A/G 7 - BOTTOM OF ,PECH4/2GF 5,4,51,V I o , JF f T, I ' % '�BA,PS • �' '� 1'0 ' 0 C 2=6'LONG \ STEEL fgB,P/C ,PE/NFO,PCEMENT-/TEM Z5F _ \ 5HAL L BE INCL!/DED /N THE-C05T Of /TENT ZO L!__ _�__ _J _ 1 1 ! i! \ FENCE GATE ` ITEM NO 23 9 5LF-C-TION A -A A \ ' FeONT' VIZ:W BARBED W12E POST HOLDER FOR BARBED /2 sEc TroN WIRE TOP RA IL I AAAIV Ix II ' \ NO 6 WIPE MESH _ \ CHAIN LINK FENCE w \ ITEM NO 238 I SEE NOTE BELOW SEE NOTE BELOW \ I J ° E L E VA T/ON A T GATE , .• *'`F I PAYMENT LINE Fc�2 /TEM 5S /T PAYMENT 55 FoR EM 55 \ PAYMENT LINES FOR \ \ • ITEM 5 S — WHERE \ \ \ ' • SHEETING IS OROERED Q ` \ CENTER CHA I N \ OF EYE e 6 LINK FENCE r1E W/RED E S D I M N 10 N S VOLUME � �� W I � y 6 " oursloE J-6" � \ BOTTOM R- 1L MIN. TD EYEBOLTS- ITEM NOZ38 PIPE CUBIC FEET ; 2 P/TCN TOP nn FENCE DIAMETER A V C D F rJ OF CONCRETE y w I D/AM OFP/PE = \ ' TOP OF CURB GRADE A5 SHOWN w �N ON N05 FROM FENCE AS S NO WN TIE WIPES-NO 6 GAUGE 11 GROUND SURFACE 18" 2= 10' i3-3 6'S" 3-0 8=2 1-6' 0-6" Z1 1 M'N c�oU D SURFACE 3-O 3=0" I -0 I _ 24" 3' " 15-0" 7=3" 3'-6" 9`4' 1-0" 0:6" 254. oo (ALUM/NUM _ TOP OF CURB • CONCRETE CURB 30" 3'-3" 16'-6" 8-3' 4'-0' iQ'-4, 1-0" oo �'-9" 305 �— I O m �`N 2"-6' �� 2'_6 ' EYE BOLTS 2L 6 'C-C GROUND SURFACE `�N CLASS 1 CONC - ITEM NO 238 + PAYMENT LINE5 FOR , �, PAyM6NT LINES I (v /TEM 55 FO/7 /T6M 55 `(� j I (5EE DETAIL) • ' NOTE 36" 4:-0" 18'-0' 9'-3" 4'6" 11-2` 1'-4" 0-9" 374 DRAINAGE STRUCTURES REIN, CONC PIPE � II � b iii p ; � �I` 314"EXPANSI01V JOINT FILLED LINES I I — — —r — -I- -I- — — — — — �; I I WITH PREMDULDED MATERIAL, " ,, 3 64LVAN/ZED I TO BE PROVIDED APPROX F 4 Z 4 3" ig-3 10-0' 5-0' 12-3' 1'-6 0;9' 398 PAYMENT LINES FSR ITEM 55 m I I CONC FOOTING M i i 10'x 10"CONC FOUNDATION +i /'6 ESYEBOL T 1 ° EVERY 100 FT. • I I CLASS 1 CONC ATf CORNER, LINE e GATE 48 4-6' 20-6 10-8' 5-6' 13-0' 1-6' • 1-0' 461 NOT TO SCALE /TEM NO 238 ( POSTS- CLASS 1 CONCRETE 17-EM NO 238 n h U I I LI I TEM NO 23,9 1 e FORMS SHALL BE USED ON • ' f PAYMENT LINES FOR TRENCH, CULYE,PT $ 13k'IDGE EXCAVATION AND TEMPORARY SHEET PILING ARE �p LY�� �,__�, TOP 6 OF CURBKM/N/MUM). 1 54 5-3 22*3 1Z-0' 6-0' 14-0' 1-9' i-3 552 , ' TYPICAL UNLESS SHOWN OTHERW/SE. L. THE UPPER PAYMENT LINE FOR TRENCH, CULVERT � BRIDGE EXCAVATION ANq TEMPORARY SHEET 1O s Io Z-+ ' 60" 5'6" Z4'-6" 12'-0 6'-6" 15-3 �-lO' f-4" 571 P/EING SHALL BE THE' EXIST/l c, GROUND SURFACE SUBOPADE, OR OTHER PAYMENT LINE FOR UNCLASSIFIED ~ L-; �---� 4' EXCAVATION, W,L,I/CNEVE,P IS THE LOWEST , A ' WHERE PIPE LINES $ DRAINAGE STRUCTURES ARE TO BE PLACED ON NEWLY MADE FILL, UNLESS SECT/ON A -A FONT ELEVATION F YE BOLT DETA /L NCR OTHERWI5E ORDERED BY THE ENGINEER, THE FILL IS TO BE PLACED AND COMPACTED TO A REI69T, CO ETE CURB DETAIL ' ABOVE THE PROPOSED TOP ELEVATION OF THE PIPE OF 1 y FEET, AFTER WHICH THE TRENCH I SHALL BE EXCAVATED. THE QUANTITY OF EXCAVATION WILL BE COMPUTED TO THE HEIGHT TO WHICH F /1IgDE BY fJ G/020A/VD DATE JUif/E 67 THE FILL l5 020ERE0 By THE EN6/NEE2 PR/OQ TO STA PT/NG THE TPENCN/NG OPEPAT/ON.S. CHAIN LINK FENCE ITEM N 01EC1,1ED BY F C YEL-5Ok' 0.41*F ✓UNE G 7 T,P4CE0 BY�,OU4177 -A&Z9 DATE JUNE - NOT TO SCALE' COMPA,PEDBY F �! G/ORDA/1/4 pgTE JUNE G9 � UNLESS I ND l CQ TED 4 , t' COUNTY OF SUFFOLK PROJECT ROAD SHEET TOTAL DEPARTMENT OF PUBLIC WORKS NO N0, NO SHEETS R M KAMMERER, COMMISSIONER YAPHANK, NY 7-65 27 15 40 J C R 27 RIVERHEAD- GREENPO I QT Q OA D (MIDDLE ROAD) C09CZETE CUIZb,1YPE B ITEM NO 9713,b A ¢� OF P4VZ-0t'VT —_7 ` `3` 20" ZD' 20' �o; 50'T_ 150' 5 N0!/L OE ir Z 26 96'1 ti 20' N • R' N U OZc ' 5NOULN, �0 T + 50' 26 96 7° .� � a 20, _1 OF PAVEMENT ' —e— � A I f. r , TYPICAL CRO55OVEW DETAIL AT 0TATI00 288 +801 297 +97, 306 + 151 323+12, 364+42,1374+75 388465 5CALE 1 "= 30 ' } CONCQETE COR$,TYPE.5 ITEM NO 97D5 t S H O U L O E Q S hl 0 L/ L 0 5 OULOE 200' 150 I 241 / N _ 200" 50" � 50" 60 l'ONT,POL IIAD/U5=50, ---- - -- --- - S H D U L O E !Z NJah'?20L 24D1U5.50' j tYwcaL ' > TYRKAL i v CONCKET>: CURB,TYPE A� ITEM NO 97A� WeABLE 33 50'TO 3400' r w � r TYPICAL INTERSECTION DETAIL VAIL DQIVE , HENRYS LANE CAZ20LL AVENUE., EXISTING MIDDLE WD AT STATION 398+16, RT. , 9XWING MIDDLE ROAD AT STATION 418+39,RT., TLICME LANE � KENNY MD SCALE= 1 " = 30' E F J 6/OPDANO ✓UNE 67 ' MAGE BY DATE � CHECKED BY Fc VEL502 DATE ✓UNE 67 T R A C E D DAT E JUNE 6 7 - COMPARED BY F J G/O,eDA/VO DATE=JUNE 67 PROJECT ROAD SHEET COUNTY OF �UFFOI.IG • NO NO 5 NO T SHE T5 DEPAQTME-MT OF PU15LIC WOR-ICS ' IZ M IeA M M EQ E•IZ•' CO M M 16!510 M Z YAPHAnJV- N Y 7— 65 27 16 40 * C R -27 RIVERHEAD — GREENPORT ROAD t - (MIDDLE ROAD) a , CIRCULAQ QEIWF OUTER V, Jr, MINIMUM 3-EDGE MIN AREA OP CIRC MNP. c) '�4 A+ + " a a I)EAQIN6•5TREIJGTH 5Q IM PEQ FT 9 MIN. MINIMUM JOINT DIMEIJ5100 A DIAMETER JOINT LE55 PER LIN. FT. WALL THICVWE55(T) IN IN. - IMCHE5 INCHES TYPE a o 4 f I-- ITEM 145 4000P51** ITEM 145 Q C E F G J • A' ° .a °'. 001" CK CRAULTIMATE INNER OUTEQ T Q o o •o 12 x 2000 3000 0 .09 2 2 3/4 Z 43/4 V2 I V2 '/8 15 X 2500 3750 0 12 2 '/4 2 3/4 2 1/2 4 3/4 '/Z 1 'y6 1/8 +► 16 x 3000 4 500 0 15 2 '/2 234 Z V2 4 3/4 %2 1 7/8 1/8 Z I X 3500 5 Z 50 0 20 2 3/4 1 3 2 Y4 5 '/Z 2 Y16 Y8 24 X 4000 6000 0 27 3 3 Z 3/4 53/4 /Z 2 '/4 %8 0 + -F- —(DJ + d + + + 27 W OQ z 4500 6750 0 31 3 '/4 3 3 6 '/2 2 38 V8 - 5 ' ,� + 30 W OQ z 5000 7500 0 35 31/2 3 V2 3 V4 61/2 5/8 2 5/8 %4 , �8 I >l--Icv33 W 0Q z 5500 8250 0 27 0 20 3 V4 3 '/2 3 '/2 6 3/4 5/8 2 3/4. /Q. LONGITUDINAL RE-IMF CIQCULAQ QEIWF I uER 36 W O Q z 6000 9000 0 30 0 22 4 3 '/Z 35/4 7 5j8 3 %4 42 W OQ z 7000 10 50 0 0 .35 0 .2 6 4 '/Z 3 '/2 41/4 7 1/2 3/4 3 3/8 %4 48 _W OQ z 8000 12000 0 42 0 32 5 3 '/2 4 VZ 8 3/4 3/4 V4 .• TYPE �IY ° 54 W OQ z 9000 13500 0 50 0 37 5 '/Z 4 5 '/4 9 1 4 '/4 3/8 5 000 P51 T 60 W OR z 10000 15000 0 59 - 0 .45 6 4 5'/2 9 1 4 '/Z 3/8 I= c 66 W 11000 16500 0 .69 O-52 6 VZ 4 '/2 ' 7Z W 12000 18000 0 79 • 0 60 7 4 VZ 78 W 13000 19500 0 .71 0 53 8 '/4 5 �I 84 . W 14000 21000 0 85 0 .63 83/4 5 CIQCULAQ QFINFOQCEMENT 90 W 15000 22500 , 5 '/Z + + } • 96 W 16000 24000 5 '/2 1 • LONGITUDIIJ4L QEIHFORCEME ,1T �. o , MINIMUM LAYING LENGTH FOQ ALL DIAMETERS SHALL 6E' FOUR F!✓> T CIQCULAR t EINFORCING SHALL NOT EXCEED 3" C TO C SPACING UP TO 60" DIAME-TEQS FOQ THOSE OIAMETE25 OVCIZ 60", WHE2E- V' STEEL AQEAS QEQUIQED CANNOT E5E- FUQN ISFO IN ONE CAGE TWIN CAGE5 OF ONE- HALF THE 5TE•EL AQEA SHOWN MAY DE- �`� SUC?hTITUTED IF P20PE-QLY FASTENED TOGI=THEQ 50 A5 TO ACT Ah A UNIT LONGITUDINAL QEINFOQCING SHALL kJOT EXCEED 8"C TOC .y A , t ' • „ '� _ 5PACING AND SHALL CONTAIN NOT LE55 THAN 0 059 hQ IN OF STEEL AQE-A PEQ LINEAR FOOT PEQ CAGE ' THE MANUFACTURER MAY 5WDMIT ALTERNATE OE-516N5 TO THC- COMM1651ONEQ OF PUBLIC WOIZICS F02., ' _ APPROVAL PQIOQ TO MANUFACT'UQE P20VIOC-D THEJOINT DIMENSIONS QEMAIN A55HOW HEREIN CIQCULAQ QEINFOQCEME T -)K ITEM 14 QEEINFOQCED CONCRETE PIPE OFDIAME-TEQS OVEQ 64" WHEN QE•QUIQE'D by THE PLANS WILL bE IN ACCO12OANCE f + + fi WITH THE MANUFACTUQI:Q'S OE,51GN A5 APPROVED 6Y THE- COMMIS5IOUE7Q OF PUBLIC WORKS C �,. _ -X * THE MINIMUM COMPQEh�✓IVE STQENGTH OF THE CONCQETf- SHALL DE A5 5PEC1 FI E-D W THE- TAE5LE-. 4 THE PIPE OHALL COMPLY WITH ITEM 14 - QEI►JFOQCEEO CONCQETE- PIPE• CLAS2 MZ OFTHE NEW YOQIL. 5TAT1= DEPARTMENT LOM6ITUDINAL QE IWFOQCEMEIJT OF PUDLIC WOQ1-5 6ECIPICATIoN,5 DATf-O JANUAQ.Y 2, 1962- AMD LATE-�T 12-EVIe2IOA1z�. f t 1 TYPE • ;X• CIQCULAQ REI�JFOQCEMENT� I I„ s LONGITUDINAL QEINFOQCEMENT 0 . a LL - o • a ° I (u I CIRCU IAQ QE1WF OU�EIZ - � 4 , + t F-- LONGITUDINAL REINFORCEMENT �-- +1 1} I} Iy ,1y... l I I CIRCULAQ QEINF INNEfL ,TYPE -Z- REINFORCED Z•REINFORCED CONCRETE PIPE ' f � t MA0 E DY F ✓ 610,0P-4A10 DATE ✓UNE 67 t ' CIiC-CICE'D DY F c VEL50� DATE '111'VE 47 TRACC-D PAY COMPAQEO Y r JJ ' lPROJECT ROAD SHEET TOTAL I , ! COUNTY OF SUFFOLK_ - NO NO NO SHEETS DEPARTME'NT OF PUDL1 C WORIC5 H F D15HOP COMMJ5510N1:R - - _ 7- 65 27 17 40 1 `(APHANK.• N Y• C Q 27 QIVEQNFAD - GQEENPORT QOAD (MIDDLE IZOAD) ' �SY � 7'-0 8 —0 A--0 (D,—0, G 1 G _O, to • 13 yb J i • � l9 = w s N � 1 ! O UpAwkN. G RO UFFICI C0 'NLmSTrK% UCTl0'u N r — • 4) AT INTERSECTIO - PROCEED WITH CANT[ N T RTAINE9ONST CTIOU- U) a _ _ N _ COUNTY OF SUFFOLK-DEPT OF PUBLIC WORDS_ :N Now - -- AA - - — �� INS T E - - — — +— rn M AGE �9 !� ,� RP ! • PROCEED` WITH CAUTIOWL � YELLOW °�E`K , COUP OF SU — GROUNp SURFA N ` DEPT. F PUBLIC O �- COUNTY OF SUFFOLK- DEPT- OF PUBLIC WORKS (2� (� N • V t�j v f» V YELLOW BLACK YELLOW BLACK i 0 0 APPIZOVED NEW OR FIZ.E5HL`( FINISHED DANGER Ll `N c CONSTRUCTION 2EFLECTOR.IZED SIGNS, 3'X4' IN GROUNO SURFACE GIZOUNO SURFACE DIMENSION , AS SHOWN ON THIS SHEET SHALL ` QE FURNISHED , ERECTED AND MAINTAINED DURING i \ THE LIFE OF THE CONTIZACT Q)Y THE CONTRACTO12 THESE SIGNS 5HALL IbE ERECTED ON EACH ! � ' r 51DE OF THE 2T1PUBLIC C HIGHWAY INTEIZSECT10NR AT APPDXIMATELY ZOO' F20M THE CONSTRUCTIOW ITE1,A No 76S ' 5CALE•3/4" = V-O„ SCALE - ILLUMINATED 20AD CLOSED SIGN ITEM NO. 76 ILLUMINATED WARNING SIGN ITEM NO. 76S2 • 1 REG 61RED ' J 1 • ALL POSTS AND PACKS OF SIGNS SHALL QE: PAINTED TWO COATS OF YELLOW PAINT ` I t ALL SIGNS SHALL 6E LETTERED IN BLACK PAINT ON A 4ACKGROUND OF YELLOW SHEET REFLECTOrzeZING MATERIAL CONFORMING-TO THE } t FOLLOWING 5PECIFICATION5 SPECIFICATIONS, FOR. SHEET 12-EFLECTING MATERIAL. AV SHEET REFLECTING MATERIAL - SHEET IZEFLECTING ,MATERIAL SHALL CONSIST OF GLASS SPHEYLES EMBEDDED IN A WATERPROOF f31NDER- AND w - •� ADHERED TO A WATERPROOF FLEXI6LE PACKING . r f j ,.JACKING MATERIAL.- THE J5ACKING TO WHICH THE GLASS 5PHERE5 ARE ADHERED SHALL CONSIST OF SYNTHETIC SHEET RESIN OR OTHER S SUITAIbLE NON - CELLULOSIC MATERIAL . IT SHALL DE MOISTURE IZESI5TAUT, FLEXIbLE , T000H EROUGH TO WITHSTAND ORDINA.IZY HANDLING IN SHIPMENT, STOW-AGE- AND APPLICATION , AND SHALL. NOT dE 5UpJECT TO SHV-IkIKAGE , EXPAMSION , CQ.AC.K.ING Olt. 6Q.ITTLENES5 - + So AS TO FAIL UNDER. OIz.DINAR.Y HANDLING IN SHIPMENT ort, APPtTCATIOM . , _ GLASS SPHERES • THE SPHEIZE5 USED IM THE MANUFACTURE OF THE SHEET REFLECTING MATERIAL SMALL 6E COLOP-LESS , CLEAN AND TRANSPARENT. THEY SHALL bE OF SUCH TYPE THAT WHEN EM &EDDED IN THE (51NDEP- COATING THEItZ UPPER SURFACE WILL 15E EXPOSED FOOL THE IZEFIZA-CTING AND REFLECTING OF LIGHTRAYS. SPHERES WITH A DIAMETER, GRCATER THAN 0015' SHALL NOT bE USED t fY lb(NDER, • THE ADHESIVE rbiNOEP- USED TO ADHERE THE SPHERES TO THE IbACKING MAY PaE TVANSPARENT O)Z P)GMENTED,AND SHALL 15E OF GOOD QUALITY ' 1 ADHESION • THE SHEET REFLECTING MATER-)ALWHEN CEMJENTED TO A SMOOTH PP-IMEO 5U2FAGE IN A MANNE2 P2j!'SC21f3E1D &Y THE 1JIANUFACTU2EQ 1j. - y AND USING THE ADHESIVE FURNISHED 4Y THE NAANUFACTUR"ER, , SHALL bE 15ONDED TOT SURFACE V/fTH A 15oN0 EQUAL IN STRENGTH ' TO THE SHEET REFLECTING -MATERIAL ITSELF. r • , THE COST OF THESE SIGNS 15 TO bE INCLUDED IN THE PRICE- BID FOR. ITEM No 71oS, MAINTENANCE AND PfLOTECTION, OF T'Q.AFFIG k , t r ' y I f ' • � 1 -, Y VAP.IADLE < / VQQ s I ) •—O, t f^* I j 00 0 O Q -M00 T • I ` 0 0 0 0 ZX OSS DABS CV-055 15AP-5 SPIKED To POST 1 WITH ZO d SPIKES i 1 CfjALVAN/ZEDJ + ♦ - F-Od GALVANIZED - '0 LAP o o -•--LAP SPI V-ES ' k I I YLAG SCIPEWS , Y,6 CRO55 I3AZ5 ! o0 0 00 r =n V9 0 0 C C C 4 r k V _ exG,• ALTFIZNATE QLACK E, WHITE STQIPE5 `• _ I I GRoutio FACE: Ca / I PoS 5 I r • 1 8' ONG i Y , _ 000 M40 0 MADE% by e ✓ G/DPDANd �AT� ✓UNE b7 - . f' C 11Etsore ✓�N� '�7 l HIGHWAY QAIL�ROAb C5ARRICA E , ITEM * No• ;I13 ,'f i ` I • � � C N C-C IC lr 0 �Y DATE-• , C ! 4 • r r• 1 TRACCD V 1 _, • YL// /L-__-��'I�b ' f f StrA L. 1/�t' ' 1`� O`/ • ' j • f l COMPARE-0 UY• F'„1 G/o�D�'NO • OAT E- dUNE 7 � �• � 1 1 i 4 I T If ! L COUNTY OF SUFFOLK PROJECT ROAD SHEET TOTAL DEPARTMENT OF PUBLIC WORK S N0. N0. NO SHEETS RIM KAMM ERER, COMMISSIONER 7-65 27 18 40 YAPHANKe NY. CR.27 RIVERHEAD-GREEN PORT RD (MIDDLE ROAD) t Y I X , AV .32.00 6f�sf��IkHp1) 35 ,3535 i rI�go 3*�5 ^ 5 1y8� 2y45 Q0 .383/ �7g1 M R=3o, j, 2.-- "b 1IB atas asps Z 37 a? 9'/84.0 3so6 3756 ^l 1 35 27 �y s.318/ J7 ei lo yis, 540 � q $1 2 3� O� � 9756 37°6 3G 61 pb 3,426' 11�V�Z(o- tig� 85349ti ,8 g4gl� f 373/ 368s a 34rF J 3S4S rca z ZEA ►.v 2 76-1)7 __ --3y 3b 19 3c 0b 456 332 //Yv.3 90 3 337� 3125 �L8/ 9L5 t 3581 3568 3Ss6 2878 2902 I z 7 3 ko 0 0 2873 z9 Z6 Z1 So 2974 2998 3o Zz 3046 3070 B/ .7831 3796 3G 8 d706ovo 6 k�0 3631 3606 35 B1 271/ Z7.5_9 2783 2A07 283/ 2855 2879 2903 2927 2q Si 2975 2999 3023 047 07/ 3& 9F 36 8l 3��c 3593 2735 3/43 Yoti 38,-6 a6 3v c 33 -- 70 a3¢ 3,476 GR,4s 36 S6 3G 31 2888 q oti g 3 , 3 37 3 3656 .J 5 3606 3Se/ • 2 27/0 1734 2758 8 28 06 26-10 28 54 yBl z9 c x881 383/ a781 —ori .N, 3r3 �S Nv 3706 �o0 31 3G !'r-y9g8 29 z4 29 so `po 1tv 38� 3806 3756 373/ 37dz 3�9L 3691 in7yai 6 36,43 2 3--��._ f 3G J is �2 r 3�6�/70 1 T¢26A0 347 C ,2 7 21 CENT,5,e L//YE 3*9 ASO zet3A, zg+9�NVso ~ urvl9s I z5 z$�otp 2?4q z9 2�738 29.97 3026 X10 3070 3g 3! g7ol 3756 a7 3� 8/ 3 5q fF�$ 7nV — 26 3 ZB 9 35/ } R e2 E N f O 335 ,Q 7 RO a Q 52 R / Y E- .e3 3 .�/ E A 354 37 3/ acs& iNv 22 Go 2120 Z 2750 z o ze 3 61 , ��o T 1Nv14G vNv 36.3/ y 6 0 13 z 8 ZS 3706 3G B 3c o6 3 a/ Z6 86 Io 27 2758 2782 28 od 28,30 z8 54 28 78 tia 19 cti NV So Q.'b 2ys`� .718/ / 3656 3631 3606 Z7// Z73S 27 S'9 2783 28 07 26 31 28 55 2979 2103 X24 53 Y 30,22 30 6 30 70 30 9 ! 37 i 37 Ay 643 36 oc 26 86 27 2758 2782 21 06 2830 2834 z8 78 2917 7q 51 2995" 197/ 3gzB 3o9Z 3071 30 9f y/9 3143 213° 2150 27 7o z9 02 �9 uo �i9 So � � os 28 z 9 8 s 2575�& %qp8 287 X901 �4 t /,Vv zz 90 Rs7� teL4 299 6 78?7 Tl? 2G 77 ),96,51�7R"D 1$Ze yes y8z3 �2 s8 r� zs 7-4.28 r3 MEETW577171 c01C P,4v17- .4s �i.2�cTEo i t c , O o C 'Lev ELEVATIONS SHOWN ARE FINISHED PAVEMENT GRADES ' — SCALE I"= 50'- 11'"0170 "= 50'— f H 30 17o i 30 5S Q � 3Z.J8 �J2 Sa 19401NV '30, 3O3la'r 3t�=4z t 3098TG �. ,Q<3 O 3z 90 3318 3302 k, 3330 336 z o 2 3 b 2 298 33 7a 34 97 z� r,3 7 3 3216 33 3¢ 3356 13 G �ZZ f1 LL r4 32 to .3185 ��✓ rG-.3 3346 33 z1 /N/282 317/ 3191 3 /5 39007-6 X2 5? 3238 32G2 32r�32��133// 3335 o0D 3359 3383 3385 y5S6 3531 33Ig ' 3So6 34773°3 34# 3346 3z Ig 3397 3zy/ 3t 3� 31�/ 3 p Z/ 167 X3/0 3 G3� 33 34 3356 3360 3SS1 3/y6 07/ as 37• 33,03Ff 3556 a53I 3,roZ b'I e 3 28 B01NV 315 3s� g 8'�3z 3 S� ,3 3 09 3337 3k ,1 �y <6 3422 q 33 1 3316 32 61 32 Cb 3/S/ 30 96 �'-7Q 04 35 s /Nvz,Y4 7 3k M .3 34�L 33 97 v3� b� �Ic �3��0 327/ 3L 34 318/ 1507/ ✓'7 32 2S o Z.I;L PA 337 33$8 �•iNv 29 4 3 S4 io �u �3 332 331 r 3 32 Z 0 3177 r 3l ao 32/4 3236 3267- 324 -1~ 3Z 8 ;z' 3530 3 10 3 X11 325 7-6•-337 34 ! 10 z1 9 ¢3 f 3/6Z 347 z of 3 0 3323 33 33SB 33 bo 3519 3Sob 3A 5ti 3430 34/3 3360 7NV 28 zpp 340 4y 31 ffl 31/5 31 89 3725 32 62 X9$0 3Z 99 23'3 3 3335 33�� 33 B3 87 337b�1 fxV2G o 342 33 d5 5556 35 3/ 3 3d 7134 3��1 3434 33,97 d39 33 a2 !xya s INV 271`0 3//G 3/ 3/ 67 3z eo 3237 32 74 77a ;;� J346 33.39 3 / 3z 36 3/z 307/ 3 0 3141 3 7S z t 1 32 7 x/03211 33_ 3357 33 s8 j d a1 3.s'AZ 34 6 3¢12 33 7/ 33/6 3 61 3106 3/SI 3 0 96 ti 323'1 0 33.12 0 33,91 a b 32 9/ Y 3& 3/B/ 3/26 0 7 F 10 32 42 9 CS 32 10 � �a 7 0 �4 ,M.1165 Qo �� 32 o2 T yak q� 3 , INV 282 `ay �O Tq 3135 31 35rq I 31 67 3Z:0-3 31 67 t n u 3185 3420 3185 1 32 02 32 37 32 o2 3219 32 54 32 19 " 32 36 32.36 ' • 32 7l R V O V tQ. Q V MADE BY: F ✓ G/D�PDANO DAT E104Y 67 r CHECKED BY-_ ,r !/EL50P DATE —,1U1VE G7 I T R A C ED BY: R. H ALL /s DATE 5-67 COMPARED BY: F ✓ 610912,4A10 DATE' JUNE '67 F PROJECT ROAD SHEET TOTAL COUNTY OF SUFFOLK DEPARTMENT OF PUBLIC WORKS NO NO NO SHEETS R M KAMMERER, COMMISSIONER7-65 27 19 40 - YA PHAN K, NY. C.R 27 RIVERHEAD-GREENPORT ROAD -k (MIDDLE ROAD) � N Q t + r , j tib�3 f� 3149 1N✓22 40 28 9t z8 96 2I.// 2926 294! 2956 2977 2986 3aoi 3016 303! 30, 6 306/ 3076 3 0 31 2l / 3/ 31 8/ ) d 32 / 29 06 29,21 29,36 2957 2966 Z981 2996 301/ 3026 3041 3056 .3071 3096 31 of 3Dik+1 71 3l 1 3),31 31 4b 3161 31 76 3/ 9/ 32 d6 32 Z) 32 3L Z 8 81 28.% 29 // 29 26 29x/1 29 56 2 f 7 2 I.Bro 30 319,4-6 3061 004 30,91 31 p6 31,21 31 36 31 Sl 316.4 3/ 8/ 3/ 9d 297 300 a 3o,b� 3o9s 1-88 ,N,.z1 0 / 7 4 5 �� rZ�, 803 / 1 �1 28 6 1 4Q6 4i9 ¢''O 30 �D�'-,43D 16 iii o°� p�° 30 9 6 26 s r0�1o0 h �, .�, ... SNP a/� 27 7 z8 0 f iLi- �Z —� P L �9 F 1 —-- - -- - --- z4 91 0 3 IN���� G 31+Z40 0 1 2 2B v 2 7.9 6 .� 1 8 ��Z o 1D r+ 31 0 307 3/ 2/ rN z o 3o+(r 30+8 IN3�p 3 to 300/ 3016 3031 3046 36,61 3076 S`' 3o,q► X05 T 30.103 G 6 3/ Z 29 ob 2Q 21 z936 ,2951 2966 29 S/ Z 9,96 30,11 30;7.b 30 41 30 Sb 3o 71 30 86 31 01 3116 3103 31 31 31 46 32.1 29 B1 29 96 29// 29 7.6 29� 29 36 31�' 31 61 3/ 76 3/ J/ 32 o,G 3z 21 3z 36 , 9 86 30 01 30/,d 30,61 30,46 30 61 3o 76 30 91 3/ o6 31 21 3 5 6 ,� z 1 1,vv °q 30, 6 o Sl 0,66 50576 v 1950 30 31 'Vp I 1 30 bt 3p� S �� 3D 3D ti of xgn9 i T�3176 z ;,q iy z 1mv 26 50 1411 0 1qQ` '�q 51 -�,q t6 �7y 2916 ti9�b 7.971 ��Oti9 Z3o11 1N✓/?50 ELEVATIONS SHOWN ARE FINISHED PAVEMENT GRADES 7NYz�1 tiga 3° T1i 2916 —SCALE' 1"• 50'- 3olt 3094 �3055 � 0 , i ov 3� O by f i Yonv6 3197 2.126 24 26 66 2471 26 06 270/ 1-71 Co 2731 17,¢4 276/ 2776 27 91 \Q'L 24-</ z6 46 26.81 $4% 4 s52711 ,� 2726 2741 2756 2771 2786 2801 21917 7616 4 S6 2921 ~ IG Po ~ 1a� 2701 2.,16 2731 2744 , o e15 2767 2776 1 3 2� 11 25 41 ZG+1397 +*I �r8�f yea ti� 27.04 2768 270 _ 3 8 rriv ►s 4�i�,�b4E.2 - no r �� ' 32 �y D 331 247.7. 396 16 2L�g 2447 1Nv2/�r0 --- - 9+3 zc+a 7z� ry ze jo Zca o1 32 7.2 X117/ �S 7.L 6 76 7.6 75 17 i /7 q0 2476 241 zL 2671 7186 7.470 ,2701 I7o5 y 77/4 1�r'l Z� 2731 27.46 276/ 2776 7791 b 3 71;S/ 1G L6 ,76 9/ V94 ;4711 2726 27—TO 1741 � �� 2771 Z7BL s8 a 19,7 �� � 3�p '19 !� 2416 264/ ZLS6 167/ 22.96 2701 2135 !2 2741 '27.76 279/ 7.7 06" 27/L zJ 3I 26 27.- zL 33 - b 94 0 \ z�76 z4 80 �d a° riq=2a� 27/0 RG G6 6 ti z� o 10� �(A Tkia4 LINE�— -Q 3l iS 2475 + 'o 5a 3350 2440 2 z yb�h ( 3I �� 3t 40 10 ti9 u.3S0 zc4 26.80 264 3z 30 30 � �5 2I 10 2(86 7.1:q , 210- z2 5` 2gti9 f 03 b� 101 2$2 vgkti 9g5 � 1 tae M , ,fib Oti 3 1 e MADE BY: F 6/0Z,04N0 •DATE MAY '67 CHECKED BY: F6 VEL50/Z DATE' ✓uN-c 67 TRACEDBY: 1PHL/lNF9 E1-1-/5 DATE --�=26-67 C0MPARED 8Y ✓ G/08,9,4 10 DATE ✓uNE 67 i COUNTY OF SUFFOLK PROJECT ROAD SHEET TOTAL ` DEPARTMENT OF PUBLIC WORKS NO NO NO SHEETS RM KAMMERER, COMMISSIONER 7-65 27 YAPHANK, N Y 20 40 } CR 27 RIVERHEAD—GREENPORT RD. (MIDDLE ROAD) 43 ► �3k2 p9b / a3g6 ELEVATIONS SHOWN ARE FINISHED PAVEMENT GRADES ` �1e AZ 95 %q29 96 O 113 Az 4180 3q�1 az A�SI 7 ;991 �o�l �o y7 INS 3 6183 34 21 =DSD 3391/ Zd 510 3'�1 �1p�0 36 37 31 39 9/ 3G�I 391 kit 381 3981 gl N 3s N9�°3Ts1 q 3911 a�21 M 2pzl R� 3� ! 3751 3g G1 1� +0 36 31 eLIL bq �J 380 33 3�c� 571 .4 36`11 s 01 'U •_ 0 33 3Z + ro 35 0 317 �µVvaZ3b 329G 'o!! c b4 4 $� 422 3S7/ 3 81 v 30 zSf 32 81 3382 G+ 13 3 eb 11 ZI ` fly 63 iN✓278032 36 3 32� SI +5166 31 8f 3/9� 3211 �yz 14 16 32 18 32 2r NS+O 33 G/ a� �N✓ ZI 3 G, 3x116 1� 337z r 3457 3$LI 4.3176 �a-319l 4�* 37_ 06 + 21 32 341 4,4-13a 41 -3243 y4s Nf S331 4 3345 X4/3 IA-3! S( x-31 �6 _-51 61 -3/9b �A/ /� 32-16 N-(/O 2 S6 N2 to 3X71 32B N3 331 x'33 IG-1, 3151 306 3 Z4 3 3 i3 EZ 5 07 r3►a 31 46 31 69 31 88 jNV '1) Vz190 32 41 32E5 3 , ' a�BI Jaz 83 3 3 41;�L Nl- 33 61 34 G3 �1� 3t0o 3477 dzt1)i5 3153 1 - 331393 ;330 j3 q6 4324!6 70 3>3 3311 30d !! 31(0 r32�F6 r7�3?(. o/ '` /6 33 z2 y�D 13 33 a4 z zC 1-4-3zsF1 �v_ 3� S� i``-32 7/ 32 96 6/ Ty �. 33 8/53 �3 till4..-317A ,�--�1 q1 z� +-'3z 2Z 3 Z 5, 33 61 3# GRADING PLAN—S r'A.413 -1- 00 T0 43O-I-00 r3Zaro /NY/9S0 3Z G4 �-3t `J! to-33 OG 1�-3'�21 aya13G t''32*2b� 36 33 s6 a3�7 SCALE— I°=501 Z10 33(0 � / /000 3Z 83 �2 94 33 01 3315 3 3L 80 To 3176 33 11 az so 317 z 3/9a 32 og e 3017 30 44 i8 t4 ao 80 lid l2 50 z7 r6 ZB 9 x570 d 7478 ?s �tq3y 0 d T { �G 4l Z5.3'Z 1 1 F ✓ G/o,P0,9/VO ✓U�VZ- 67 MADE BY- DA ,E CHECKED B� F C l/EL SO�Q D A E ✓UNE 67 TRACED BY RHUGHES ELLIS DATE 6 - 67 s -C 0 M PA R E D B Y F ✓ G/D,P0.4N0 DA T E &/NE 67 PROJECT ROAD SHEET TOTAL COUNTY OF SUFFOLK NO NO NO SHEETS DEPARTMENT OF PUBLIC WORKS R-M KAMMERER, COMMISSIONER 7-65 27 21 40 YAPHANK, NY CR 27 R IVERHEAD—GREEN PORT ROAD 0 (MIDDLE ROAD) 1 /61 I T r 3 D 316D 37/2 36 64 3904 3836 31301NV 36/y 3�SZ 3 z t 36 64 TG 4-2 30 440 1 4t V 4z� 4z 43 84 1 - •,/ 3B Dz 3 Sf J1� 3G 58" —�3G,o- —E -�F40 4143 AIS �2 5;3°� =7z' �D'D,` 3529 —>� 3 4261 &M 'N4s 3700 36 zo 0 3Go4 .3SSd 3f 99 s5�84 4110 43 0r 4110go a2 Ill 93 3796 3748 3� 3y 3579 351, .3497 SS/1 3d 94 34 4 3f G7 X1%30 4319 kt b5 4� 371 371] 3615 36 27 61� k �$ Z� 45'5- 9 A3b 4D 9! 3 �1 KI7r �° r,�J3 I q1 r�3. 97 ,14 a9 �N`I A 5� yti0 3 ID 0 40 4z 8 41 39 p 111_x& Jyv 34Z �3 �p to ,`0 3413 .7e po my23'Lo Qp 6 �� 3� J. a�c�'e47/ 43 t 3 ,�2 35 3E zz 39 a y s¢ ,tF09 Q2 8 3 S7 34 zZ L 430 2 Z • ka� 6Z � ;. A3 Q 396 A3 B ko � ,% � `> ' 4 ELEVATIONS SHOWN ARE FINISHED PAVEMENT GRADES >� � 0 SCALE 0 a H a sT�c Q V) a 9 SCALE /'=40' • o h STK 6 r m COVE DATA STK. d = O ' 53 40 ' D= O° 30' 00 ' N 2= !/, 459 16 ' T= 9778 0 R I-r= 195 56' ' V ry 33 66 IN✓3Z 90 V S1/OULpER INV 29 70 T! 3 6 7034-25- 33 f# 10 78 3s z2 3S7o 3LJs' 36 61 J6 97 314 37 eS J9 3f 3984 392 9 3'173 .¢0/7 ¢odz 4/o g 4/ $.( 6 34.47 236 340 3 M 3421 34 2 34 6Z 3S Zo 3S-44 3412 J 57 703 3731 37 83 3 7 3 6T el 31726 41 o CE TEQ L//YE of PAYEMEJY7" 3 7 CEAr/E2 L//YE OF PA"-'"-I/V7' as 4/ 04 4, S6 3 LENTE,Q L//Y� O E PA✓EMEJ•Yr �n, 6/ 3L 3s_L7 40 B _4_— 3e.69 39./2 3955 3998- -- 40¢/ 94�¢ 4/z7 4J7a__ SJz/.� X2-S-4— 4F- EXLSIIN_� 3¢99 s34 7faG7 3462 3� 94_74 3Soo 35'Z9 3567 3 ! S4 PA✓EM�/YT o t-a X91 G yS2 / 4e s �.� . ....� 46 7 3L 9 3 8 8Z .4l 3 Z6 J77/ 3973 4 S3 0 45 ��zT�.c4 S o LIZ 300 ti 4/4 34 29 4 Z 3,4 82. Zo 3S G G/S 97 / 7 8S /D'W/DE J'HO!/LDE P X08 AS'9'� 34,15 34Z5- 34 / 4 4 3-5.70JNY Z 8/O 4 /O 4 TF 36 7o J^'v 3 2 3e 54 0 3 ,93 7/ 3y /0' W/oF SNDULDE /J✓v 32 /0 /NV z7/o 743360 7-4 3G So�lP�P.ZoX� t • MADE BY. F- ✓ /oPogNo •DATE. ✓✓NE 0'7 CHECKED 8YDATE ✓UJVE 67 TRACED 19Y R LY�NF.9 fL Z 1 DAT E 7 COMPARED BY, F ✓ GlOaD,41VO --DATE 10NE6�1 1 � r COUNTY OF SUFFOLK v� PROJECT ROAD SHEET TOTAL DEPARTMENT OF PUBLIC WORKSas N0, NO NO SHEETS R M KAMMERER, COMMISSIONER v� YAPHANK) NY � �- 65 27 40 ZZ F¢ yE IQa,nE f, a C R 27 RIVE2HEAD - GRE ENP02T ROAD Aar ( MIDDLE ROAD ZL ps m � O G � i \ai NOTE \ yaa ZN,m GA rA, �Z` �� REMOVE EXIST CONC CURB �. >SP W a I _ �� AS DIRECTED TO FACILITATE Nv 4910 4 REMOVE EXIF CB -ITEM 265, THE CONSTRUCTION OF STR 5C A Ga az 4� REPLACE WrrH C D TYPE E N coNrmcr NOS 3 4AND REPLACE MON A -- (5EE SHEET 1Z) '� o BEo/N5 WITH CONC CURB I ¢T STA 268 t00 " IAIV 49 44 I Z �,o h TYPE A'-ITEM 97AS 3 cQ 5134 I exsr/Np495 To mQL 1 FQAI,AE a ocE Q r>7 h REMOVE EXIST CB 15"RCPT a sr IZq'C 000 �- REPLACE WITH NEW C D,TYPE A 40L 24"C M P I „ M a INY 46 90 5 f�o° /4815 nr0 TO P DUCT iL51 __� f�tC¢Alo/O 1/ , ELEV 497f NSC Mod T----T----T-- -- JC �NVt I /1EXAST F/LL E9SEMENr _— __T —T—LN N --T �T— —T---- ` M�— ---- x3T ROAD L/NE � 1� \\` — "' 11 'ae•J EXIST SNOdLDEQ Il lMANHOLE INV 48 76 fX/Sr _ Ex/sr �N/ ` REMOVE E115T 18 Qc P/ Y45BA 5 OH .4 r P A V REPLACE WITH 45 X Z7' C M PQQ ? 6 \ 5/Nls/ 4969 l GQ315 �D Ex/5r/NG �'GUnE2 323 L F 29'X/Q 'CMG _ FEx/sr/9 eco �\� 29X18"co Err 390�F 43XZ7Cti1F _ 323E F EX/ST /5 CMO 271 7 73 v I, FIVEPHEAD -REENPeff ROAD 967 268 169 - - - N580 17'01-E (MIDDLE ROAD) EN05ELtJ0V o I 2 REMOVE EX15T 18"VCP 4 4 i REMOVE EXIST 15'C M�vp /"/ '��REPLACE WITH 29 x18"C A P GQ53 bJ 5 a 1 , a o QEPLACE N1rrH 29 z t8'C REMOVE E0T C B-ITEM 20 A 5 v NA L r PA V'7- ' Ex L 3r 3 NO d c O Cc 2 i REPLACE WITH CD TYPE B SC M°N SCMON EA/s r ROAD LIME-le SC 4 C1`< \\\ I NOW \ oc11Q N \a I REPLACE 10 EXIyTCONCRETE CURB � C B-ITEM ZB5 �'�` ° REPLACE WITH CONCZETE CU26 TYPE B- ITEM 9785R,5t°'°`1 ° \ LAtERA[°I°E/ AND CATCH BAhIN TYPE B-ITEM NO 102,ALL A5 i OIQECTEDM� /Nv GQ 5Z 49 ' exA5r _/NV i2B4 ° vR 5Z 45 t :E�51QL ,sc � A Z i y J sr I NAI t ' s l , COAlTVACT BE6/0 gTA Z 6334 ElEUZOp' Vc' D 2I CoQ S�D rr �X/5T/NG Sc%PFACE -0, Z L9 1 II I r r-147-..-74 -1 Ir 7;-J,)l 60LF i t NV k EX�Sr/5"QlF Nv za 1 1vv4954 44 i LEGEND i0v.7 910 ,,� , 4Bgo 1NV'1B90 to IZZ) ,P/GNT OF W,4Y ' T,4K/N6 L/It/E --- 14- oa ruc� 35 00 � h 14) � f CUT OLP F/LL EQSE�LIENT TAS/N6 L/�/E — — 267+00 268foo 169100 270100 27/ 00 Z7Zto0 9731-00 274100 2751-00 ' l 1'•/rt/VeING COaR�5E ASPHI/LT CONC,PETE P R 0 F 1 L E - E X 1 y T i N G W E 5 T G 0 U N D PAVEMENT f f%Z"B/NDEAP coelzP z:A5P 14LT CONCLPE'TE 3 45PH,4LTCOW 64MCDUP5E�8':5 &ZIZED,�/L BA SCALE HOQIZONTAL 1 I9 = 50 FT 275{00 /"WEA•P/NG COl//15E A5Py,4LT C01V6 ffTE VERTICAL 11W = 10 FT :E,IEV 53 34Z"5/NDE P CDULPSE A5P//AL7' CONC,PETEC,2 optf171r /A'WEAQ/NG COUPSE 45P//AGT CONC,PETE f (LPESUQFAC/NG EX/5TB/TU�f�I/NOUS SUPF,r1lE> /NV 5017 f • /NV 4 6 -- A5P114LT CONCPETE GUTTE,Q EX/5T/NG sa�FQcE 0 28 �o I I '/NG O P EASEMENT P4/PCEL NUMBED TA,c10 EX/5T —— — —._ _ —_ _ — REMOVE Exvsr /8 !7C �— ~——— m/p 9195 3Z3 L 29"Z 18 C M _ _ � leEwVE EX/5 /8' le c.D i 29PA/NAGE 5T2UCTUQE NUMBER 13 1-5 F Z9,X _/8 Cop — -- /sr/LvV 5071 EXIST 11VV 390 L F. 43 27"CMP. PIPE /NVE,PT ELEV�4r10A1 /NV /9/ 4969 j EXIST/NV INTI 4833 FIA115HEO D,4 KEVEAIT EL EV,4 T10 N5 30.00 EX157IN✓ EX/ T TELEPHONE CABLE 1x4PP,PDX LOC,4TlON> ----T----T----T--- 4876 1NV 4899 6,45 MA/N tx4PPAPDX ZOC4Tio,4�) ----G----G----G--- 0Ar0M3500 267400 Z69f00 26 9too 270400 2711-00 27Z400 2731-00 2741-00 27,51-00 DEM ' OL/r/ON /TEM NUMBER 240 PPOFI LE - EXI9TI NG EA 5T BOUND PAVEMENT SCALE HORIZONTAL IIN = 50 FT VERTICAL I IM = 10 FT MADE BY F ✓ 6/0lI0,4N0 DATE ✓UNE 67 CHECKED BY FC I/EL50,e DATE ✓//NE 67 TRACED BY- DAT E JUNE 6 7 COMPARED BY F GOQ0.4NO. DATE JUNE 67 1 , r COUNTY'OF SUFFOLK PROJECT ROAD SHEET ' TOTAL { DEPARTMENT OF PUBLIC WORKS NO NO NO SHEETS R.M KAMMEWR, COMMISSIONER Y 7'65 27 23 40 APHANK, N Y. C R 27 RIVERHEAD-GWEENPORT IZOAD k31 ( MIDDLE WOAD) I ' G 7 c ` 3 'io E o '4) J A ' N SC A c,PpME NOUSt aArT NDUSE �ONca�11C L/4I1ABU/LD/NGS �LQ NG6 QU.4aTEPS O N PQ1A10 ! Q) O h 6ae Y {f cuQVE oArA �pU `( :n d- 3. 4/ Z7 { IZy�oE KATNEQ / LVE SNAX YEY R= 7639 44 IQ ti� Q v D O. 45 Op" tV i QpM h n E T- Z46 /4 % 11 ; 497 // `k s r A N L e t - SC Q Ql i —�'-- s4 N , cJ D ----- V L T / V Z 5 rOQY �` � , Q A T E D FQAAfE F 0RcYAao L p / , 1 --------_,.,_ -__ Sc Alau F / E ` HOUSE ; /NV497G 1 Ex/sr F/ L L—` E,4 s Al N C °o Qco � C S L r l v A • o i o f O eaEVE✓ REMOVE oLD BIrUMINovy O CARPET -ITEM No 89 /n'4e 58 6 --- - -_ ___,� 1 eFlow sum , CVzkvy a �4 56 Amy EX/5T GUT E A SEMENT 271 `'s�o /NY4Rjj — _ O E X / S T/LV(5 anon A5rN unr E x / 5 T ,�Z o A O -�-- '�—\ GP33J5 wvnr c,�E Jf - _ _ EX /5T F/[L EASEMENT 2 22 o S H O U L O E /� e �r�r •Sv/[ 27 Z9XIB[,yrp EDGES OF EX/5T/NG Pll!/EAAENT REMOVE EX15tING l 'I �rroN A5PN -- �jf�O - - - 4 __ _ 390LF 43,r27CAfP END SECTION 'v N58 17 Ol �, , /Nv4e9 E+ r _ Ab DIRECTED p "i�Q Q — E X [ 5 T 18 2. EJIN -9 Gu71cQ de� ' k A�tOO E O G E 7 O E / X 3 T G Q 4 S S �I{4 L O T O �V ' MEN / o Na U.WICAfl --_—SEX/57 /B C yP p Exsr 2 83 � _ EX/37/9 C.NQ 20✓ My 47ds zu /I "*Z 16 L C ' S.0 ��` EDGES OF EX/5T/NG mv,,ch1ENT �� 43 Y�7G E ASS Mau e6 f x / 5 r MvY \ o �Q WIDEM EXIyTING 4'WIDE 1NV 3910 ;� ikl \ __ INV 40 50 7B GR 2 52 1' �1� \�\ scaeu -- lb w GUTTER I'/Z FT EACH yIDE �p 4 �� x s REMOVE EXIST _ - EX/ST/N6 5 y ITEM 98 M5 Or W`II E t a CDNCQ Nla � �E e x . O u L D E LQ l,vr 37 20 ET E CUQg M u [ / L L _ ° p t s l O A VF7C QEpLACE WITH C B-ITEM ZBy A''z ' E ' ' F M E N r -- ';.°,� ''W ' CON CRETE CUQg 4 --— _ dlVo cart TYPE B- ITEM �{ �, P° — _ < <,�T -- — ' N BA 1 7!89 \ ' - ASflN ii E x / 3 T 5 N o U L O E Q B46IN TYPE B-ITEM No 7402 AU A el't \ ��RISER KEMOVE EXI5TIN6 l8 CMD Arv'v E X ' s T a o 4 o c / W DIREC e c Mon/ a3aN TED rj se % }/� ��1�90roioF� �o REPLACE WITH 43"XZ7 C M P c x / s r _ •5/N /y [47EP,IL�jAr C U T E A 5 F M E N T �, O Ex/sT Arrou M/w - ' ._ E A S E MEN T 5T°2Y O � 646IN iKAME o : 1 ExLsr TA� ; ��574y- , HOUSE b REMOVE EXIyTING CAT&o � ITEM NO 26y ar QEpt7lCE WITH /Nv ¢9d4 ' m REMOVE EXIyTING 18'CM P N CATCH 5A51M TYPE $" o ac9 3� o f7SA°Ey o N WE PLACE WITH 4YXZ7'C M P a Mot h NpuSE tc `Q. •- � afF c/rvvE 0.07,4 Z A Lv a W 5 K caQ�E d = f' 38 oo CAEAGE ' D= o• 30 00 ` o EM.tf4 Q/C Al T E pQ= Il,459 I6 n M , f id 5 T^ 16334' o ANYONE { BE,PTNA OA WLU�'ZYK F Lf= 326 67' 0jl�L �00 ' yrA � 533¢ 0 00 VC_021 � y R��843, , 1 0 – O 2(6 -7 078 E�,fGQ L L EET I I 5 —Z4 M,--� I- I EX/5T/NG PAl/E/�1ENT E /STING 5 0^727 4o_t F i ,', TNEO,Pll Irl= i P EME/i/T GPADE EX/5T m5 o- /Nv �o , /NV 49 52 4910 L//t/E � l'Z ° INr 49 90 _ /NVEQT ;!; /NV 4944 45 l¢ I NO a O N n N E/N!/EPT h W) M M N N s O h O �\ v� O M C h h h h h h Qh a a oh � h 4 DATUM 35 00 2707400 2717400 Z7Zf 00 273400 Z74100 2757400 2767100 2777400 2787400 2797400 2807400 ZBf 7100 ZB27100 Z83/00 18x17400 ZB5 700 286700 3PROFILE - EXISTING WESTDOUND PAVEMENT 5rA'27540 bCAI>= NORI ZONTAL 1 IN = 50 F7 ftgoo, VERTICAL I IN = 10 FT. I 5 INv 5017 yrA 286�Q0 ' EV 4078 -O 28 /o y�=f0o fZ, y _-727 coEXIST/ii/G PA CEMENT --— 323 L f , I —_ _ _FEMO VE EX/5 T 29 f�"G�, 11�" _ -r 18 PCP — ._ Z 18'CMP� 74511 "X18��C P - - - _ - - - - - - - -- - Ex/5T/NV 5071 1h'V 8 33 990 L F 43"X27"C Af P� 49 6 9 EX/5TlNV /N�4785 ex/sr /NV _ EX)3rlvv 4858 4813 EXI5T, CB ' 4 43"XZ7"CMo //6 7—r — �— a 4876 INVERT4493 -- -- _ _ _ 43 rZ "C� h Extsr 1003% r /NV 4050 EX/STCB NEW ` DATUM,3 00 --. P 1681 F 5 F /NV 3996 /NV a9 f0 /NI!3 20 270400 27ft00 27Zf00 273400 274400 275400 2767400 Z77400 278400 2797400 2807400 2874400 _ 2827400 Z8374,00 2847400 28.5400 286400 ' PROFILE - EXISTING EASTDOUNP PAVEMENT SCALE HORIZONTAL lid = 50 FT ` VERTICAL I IN = 10 FT, MADE BY F G/OLQOA/VO DATE ✓UNE 67 CHECKED BY F C vEL50L2 DATE 111,E 67 TRACED BY 1,0zA0Ayr _0//,�EA? DATE JUNE 67 COMPARED BY /OLQDA/VO DATE r/UNE 67 { e PROJ ECT ROAD SHEET TOTAL COUNTY OF SUFFOLK O DEPARTMENT OF PUBLIC WORKS NO NO 0 SHEETS R M KAMMERER, COMMISSIONER YAP K, N E rsr°ay ANNA v ,��QMa� 7-65 27 4 0 H A N Y (� fPgME HOUSE °pQAGP W/<<'AM '� � C R 27 QIVERHEAD —GREENPORT ROAD Q pQoJECT ( MIDDLE ROAD DE60N O` .STA Z87+25 G� REMOVE EXISTING C 6 REPLACE WITH C 6 TYPE C' v G E O 'e G E AlV� : F7, STEL Z E,Q A (n (-�♦f' �� OQCN4QD FOGAQ1y /pry (� F,J Q � � 2 S70,PytQ4�llE � + E o f F A y B rNfaav DQEMOVE OLD SITU ` ' DQAIN DQIVE A9 .� MING J t /10U5E G E O .P G E N S T E L Z EQ f 3rAr � CAQPET-ITEM NO 89 QwBcow ,y1y DIRECTED o Q A CNEPPV RESURFACE WITN i �, 0 �� luV 37�5 _ � y _a WEAZINGCOME� e r a � EXACT LWCATION OF STQUCTUeEy 57oQy � � Of/Q g , o I \ EX/5T -- ,1��" " ` m a 13 14 TO 6E DETEQMIUED IN THE � 2 v (h� 4svy f/LL q SE.teE.v7"' `� — � � d �_ c v L T / ✓ A T E D pod5� _�M� '� f , E D FIELD, INSTALL AT LOW POINT OF FF4ME S10ay _ TOE OF SLOPE. W FQAME 10, - < ' HOUSE V Er/sT Qo4D L/NE ----- � E X / 5 T 5 h D L/ L foAKQ� CUM TYPE A -ITEM NO 99A5 6Q 3916 p _ /SON Q O w a 7 � F D 5 NG 6U 'I /SDN EX/ST PD40 �w O ?v3N 0 p Erk/ b' E °F lay 3 3 T P A/ 2f'M E A/ T wInEN Exl5r1 lu F 4 3 7c Zo �1 VZFr 7TEfZ Exrsr 'o / EACH SIDE fX/5 w°c'c cv GQ JbG7 h" CS` �I /h'3400 ry r � /,W 34 GO 1/ 10' Mor /Nv3aoo _ GP 3B% 6 �}� ��Q o KEutoVE Exlyr SA/D 6 L O E �2 oa3600 14 w eosv o Ex/sr /e<yo Z85 16' arr — CURB-ITEM NO Z85 roar p .z R a� Q a o c v L r / v q T E o 3'dN0!/LOEQ OD INV 3910 SII Qrp��' 168L.F E x / 5 T 43,Y27GC�1 A SUILO CONC CUQB oQ39g ON f[M 2° M4 " 810 / 1 9 L F Ef/gr GE'q ITEM 4003 O 9785 o o " ♦- � h"� ---- - 4 rfnr e/ 55L F 22I/3CMp1311,c 1c r Q m Q �.1 E O G E 3 °p ! / � Z�, - ---- __ _- ✓ /8 r CP 39 8� / ,50L F 1�QfO f ° c' L E X/sr za �,.vE dusres e VEA, T ` I Rr E G E 3 D F Fr[f u E X / 3 T I !NV ZG 57 40 Z4 742 L f 3 eNDVLOlR PAVE �cf E.V T s` N560 ' !Nv 33do I3 49L'r/B PCP ' FX �3 34'E 3795 i<99 39 z /d Pc GP a 10 GPlzeo doo � I ixrST 4000 L/NE 3 ASPH U [ D E Q (°' % �jJ~ 40a . SR'OVLOEe z91 E o v D E h f 5 /rx33 41p Nv O _ 292 146 L F /M 3��0 6R 7�6 2Q Xr3 � . AP40N rp /sPNA[r FILL E q -- /Pt°N O fXrSr 4 U w y 3 209 E06G °F CX/ST IAY T O �wu�N EX/ST fL FENCE �'/ „�� TrER /NV 3,¢� `9✓ /B 'P�Q 146[c 18/�C.P LIQ �b� X11 _ 6P.3e eo 10 2 94 g ---_._ >0 29;5 -- 3e IlVT 384a z,f /� 3750 Dnp Ex/sr c rrEe Ex /sT F/Lt SNOUL O E,Q 50lF/9.P.C.O _ � 79 263LF38g,4 3d1/ ?38 f0 18 h QEMOVE EXISTING IS GMP E ' S E ` ' 16' w Z acv 297 N REPIACEWtrHa3XZ7CMP Q ' — \ — _ - -- -- Q "' / !r E z Alo w s r / ,— FILL EA5E . M E N T _ ----- e c — s e oa x LINE� �� ___�_ '-----_ M� ti a 17 ,1 �Q ,Q�r $AiE n ;; /NvzzS° �°` osT,r KING LINE — t Z9 ¢� CU,?V6 04T,4 `l _ moo. 1786 i78 0 „�/ apo 0 —� w 3e / ♦ TA JI O �� Bo 3EMENT �' 4 3��' 1Z9LF 2¢ PEP Z Soo 00 Ex/sr xy h t,� W 0 0 k �� /Nv ase° �` L7 — o Toav ° /NV 32 30 O 30 00 >, /NV 340 P= J>,459 16' 3o/tLWAy A D A M Z A V E S / �M o 8♦ 64 39 Z6 I Z M _ 3 7= /63 34' o I9 FI LL EA SEM E�� —E ;7- NOOSE z 3O r o - c ` Nr�111I[_ Ga 3737 326 6 7 ~ T' �� E L / Z/! L3 E T N N O ,e T O Al 740A 45 L F f8 QC p +35°° rrN� y�� 90 p0 + , �y^oo� , , S 104R F / E L /o CNAQ6E 6A IJ I- Y O_ �0`\��QU OFF 9600 kOF� 4 D O Q E p OK 643766° 2i Q L P S K / O O 10C 2 Q� K 0 FQAME • E1(IyTING AyPNALT QOQD t0 F F o L G4PA6E yo �o x Q� I E RESURFACED WITH 1 �� y o WEA RING COME, ITEM NO,5119 ENLAW6E EX 61N6 RECHAIF E � yO DIUCTED BY EN61NEEP WIN 0 SHOWN, f2AME ��N 8orT0 REMOVE EXI5TING GUTTEQ ` M o ELEV= 2000 REBUILD IN NEW LOCATION In EXTEND E16TI96 4' 6UTTR 0 r74W , x ~ ExlSr!lvG STOCKP/[ES 1 a a r SEE PEOFILES SHEET NO. Z6 L e a l b } � � x EX/ST C L FE4CF G4rE sc Moi N 0000 N c w 5c NON M r MADE BY L/ G/D-PDA/10 DATE _UNE 67 CHECKED eY Fc v6G50,' DATE ✓yWE 67 TRACED BY DATE JUNE 67 C O M P A R E D 6Y F ✓ G/OR/>ANO DATE JUNE 67 ' r i r COUNTY OF SUFFOLK3600 PROJECT ROAD SHEET TOTAL DEPARTMENT OF PUBLIC WORKS NO NO NO SHEETS r �u��� R M. KAMMERER COMMISSIONER 7-65 27 25 40 JAPHANK, NY CR 27 RIVERHEAD-GREEN PORT ROAD 32U'�� ( MIDDLE ROAD) I 19161 dop 0 5L0' cy 1058 C-��V + PltCH Y4"'PER FT P/TC,y �4 pE�Fr-. ' TAKING LINE L� AsoNA`R Z7WF40,0 COUPSE ASPHALT CONCRETETYPE 1A -/TEMNO 51D Eko r1E NP DENSE GQADE0.4GGkWr,4TE 545ECOM06--- 1 TYPE 1 —ITEM NO 4DD f TYPICAL SECTION FOR RECHARGE BA51N DRIVEWAY O N �P 3 NO 6CALE J 0 O 34 00 C' • foot INV 74 80 AIN G'HIGH CHLINK FENCE OLD \ rsocr rosr 38 L �aP � � �J r R gAzN A (�b FRAME L/ZAMB L a'�tiS�R "J L E aaeN CHAIN LINK %JF k0 , E , T A o FENCE GATE 35 7 E D 3 p R 33 9 5 E R E2M A 5 O 1 t L ' 900 —_ Q F Q, o 4 ,9 3 ao Z00 00 33,00 G c E��A N C E r1 A s P01A0 G A v '80\ P20TECT TREE,5 C Q Ry FaAME TQ�E rE 30 s 3550= 3/36 Ah DIRECTED bAa FRAME BARJJ o G iorusr 43 CAQ Z 5t0 go, �AQA6E 8 A a sL \ �ocosr 1058 yyllfa DOLE t' WELL Pa MOE "� 6! % 5\ u N CA2AGE a ! MON 57 ME p A T `vile >arv✓ r o[ocE 22A�b 12' Mpp[ES FRA F1 ofF 5 i C H A R � E 5 BARN r vJ N A 4 0 1/N O f 57-AOLE , ,, \ -'0,f000 f Q to o 1 p'4er Al 6£114R Z o S `� Q SN4UES C wo 15S"" NO 3� 5r0 PY OOW�AQO'J • C 5 S `S uUSE a q.5vo.tO z W, 9 6;,?JZ O T N E `� rJ 'erofry AE N C fPAME C l W 24' ti a � LOcusr ( -J row cu �j H `Fc Cut T L V .4 r f 0 0 � TAKING o I TEMP C00TRU1003 ov h z sroey LINE 0„ °b � QW N � �� ©� o, � / ,F L v � � ' � EA6EMENT LINE _ v � T ! ✓ A T f O i / E L O Q, C3 ° 'It N t0 �Q ' v 00 Y 6 too 0pIQCN Q o y Q ®IRA POQCN c 4 b h c� I SDQUtE \ (v 4 Oj 07MEo I v l�n j,�G" r\ ti is pump L'x [F O, ,M Q e Qd b' " off 9 g 1 A Ey15T/NG RO D 6 OF fX EI 06E PAwal d 0 bL u0 MU eeeY ooo Z' 1 41A,, 42" _ ' ZO STVEMENT f 1 z W00D NV 36 b ` 6i4 G2 36 SL 24 36 Zs /NY 2870 i M 31 eONc Cows WALwvT� g !D' S NO U L D EQ ' lI G? G 67 `�✓M 36 Mod mod EocE of EXIsT vAV'T � EUT /NV 325a 18 _iip r, ��� GQ 38/a pxvr 2f4 "'' O __ E'x/3T t4A0 Mi E� 113 � _- pZf(. t W i� O oae WiOE fEN'E M M K of q n /Nv 35 5a dJT ' 32B �� 1NY 35 70 4 3B 00 ��, FD6E OF EX/ST SAL E.NE.VT_ w 38 D4 1NV 3150 22 � ` — _ ZtE �i pNVi I _ _ 6C/1TE?3530 &77" 35 50 GNV 35 90 3"3NDULOER r I 310 298 r. 129 L f 24 iPCRP jzII17- r) /w 3340 300 - ^, Sof 3i 4 26 Z . 3812 374.0 1414 1711 r7 it 1 303 36 4 f 2— A�avEN Zia aEFtF{ M 0 36 91 t1 (` n `o NE = to N toAtd w 0 fab L f 30 eC D 37 0 3678 N56 13 3 "r f 6Eo 44[F N -.__ M �z3 38 25 177 , 3'SNoucDE'2 396 L F 24 7c 3i 3 3G 3 SOL F 30�«y t rte() v f3o6 a„way chn - /Ay9j40 e" lNY 3z 19 6Z576 344t i70 1001 F 308 4� M b'IViOEGUTTEP GV as3o �— GP 3737 INV 3740 3 30 PCp 103 L F z 4 env 4 6UT7EP 3 89 64q353"5//0000Ep Tv3a5o v 3?IG 0435907990 6 M e�w6 1d 314 LF >B,P.G Gf 1a' S</OULpE + V305o 6UT353 50 4° OU OEQ INd FILL 'SN L EASE LINE s /NV37363680 TAIQN6 LLI1940 -- ,— F 27 z � 1NY35A0 G " F,QAME Nov�E raLro'10 44 L 4LF !4 CEDARS .�E 48 T :0m3, GQ102aT GMp/ 051M „ou5e tMC SDHpNG INF�CUT WEMENT aNv 6UT 3 .4 A 10dR ,04Q A �0 bhoo H O UL OE", r' 0 l 5 A D 0E P x o4� 106R G? 3L 5L 25 CUT EAjE M>~IU r C L 4 ,e E N C E T rT E R S h�O ��QUO EE TREE tih 00 6PV 377y 5ZA ® TvEr -- kpF�b 00 p� 1068 10 R \ xob 10AR 1/, '�?v B E T N A O ® FLowE4 BED wvv ® {� 1�6� 'vTYFE A PPL E B 1' fz FILL EASEMENT 11NE- k� Eutro FIELD rowE C R CE� ® kE�h 10Q R SPeufo�R O H� GAQ4L,E ®f0 fol �F C L A 0ENCE F' E ` p 5EE PROPI LE5 SHEET NO. Z6 M AD E BY F U 610e.0,4A10 DATE 6 7 1 CHECKED BY Fc VELSOQ DATE ,/ylVLc 67 I TRACED 8Y 4',-0,4N76-0 EP _ DATE JUNE 67 COMPARED BY F 1J G 0,Q9,4N0 DATE LwNE 61E COUNTY OF SUFFOLK PROJECT ROAD SHEET TOTAL DEPARTMENT OF PUBLIC WORKS PRO RM KAMMERER, COMMISSIONER NO NO 410. SHEETS YAPHANK, NY 7-65 1 27 26 40 2B6�00 ' EiEV 40�8 C R 27 RIVEPHEAD -GREEN PORT ROAD �c ;1Do°�2; ( MIDDLE QOAQ) C5 k��727 A —I• /Z /o THEO PET/CAL G 24 DE ZINE , 1i ' '-O 2010,11 1 EXIST/iV6 SUPFACE m h n p lid N t� INV �r �r a m INV 33 45 DATUA�3000 �,` 'h "� m '� "'� `� '� M ct-Ics t j NV 34 00 \ m /NV 34,(0 ^ NL INV 3380 Ar Z84400 ZB5 ADO 2867400 Z877400 2887'00 2897400 2907400 29/-/00 2927400 293-100 294 7400295-100 296 7400 p 29774 O 298400 2997400 3007400 PROFILE - THEORETICAL GRADE LINE - 1NE5TBOUNO PAVEMEIJT SCALE HORIZONTAL 1IN = 50 FT VEIZTICAL III = 10 FT SL "'0 B y 6VC 'EV �001Z CO p7�Z7' 5 i 43"XZ C M p " — _ R TyEO PET/CAL 12 62,4,9E Z/NE A:Xl5rc3 -- LIW� i i /NV 3¢00 _ EX/SjINGINV 39 740 149_ L Ft/ws._ _ _N �0 O d 1.11 I8 t- � M NLf) — —/B P C _246 L F i 7474 I8" �Xll3440 �11 I ' If /HV 33 40 DATUM 3000 a i oo /NV On o a - - - F - - -- - Z. RCP -- - -- - --- M m M v "- -- -- - - - SM m M m "N m �A M /AN3 e0 n NV 3380 0 __ Z63_L F ,h M ,� /NV 33 50 M INN 3300 n f m -- — — ——_ Zd4400 2857400 286/00 287100 y 2B84D0 M t- o 289-100 2907400 291100 2927400 2931-00 294-100 295100 296100 2977400 2987'00 y' 99740 /NV 0 M 3150 Z 300100 /NV 3230 lNV_Zs 51 PROFILE - THEORETICAL GRADE LINE - EASTBOUND PAVEMENT OCALE HORIZONTAL I IN = 50 FT ` - VERTICAL 1 IN = 10 FT 0 5�V 36 100 o6A 50R D +t355� -0-2011/1 EX/ST/SVG S(/,PFACE THE02ET/C4L 6R40E Z/�07 D Z 8 II i , t\ �I /,vv 2870 I � '�} Qo � h "� "� M ° lNV 3160 j I� INV 35 9 m DATUM 30 DO M "'� M '� M � °O °�° m ►� `° �v h 298100 2991-00 300100 30I-100 3027400 3037400 3041-00 305-100 306400 � 307+00 14) 3081-00 3097'00 3107400 3117400 ,31Z 400 913-100 314400 PROFILE - THEOQETICAL GQADE LINE - WESTBOUND PAVEMENT SCALE HORIZONTAL 1 IN = 50 FT VERTICAL ' 1 IN = 10 FT ; 305�So :6,TA ,36 88LEV-1p0. ,VG " 006 ,- 3555V -o.zo/ EX/5T/NG SU,PFACE INV 3340 THEOZET/CAL 6k4,0E L ME 7,0.28 Y 1 I i i � 3/so O -- 1-- — -- �. _ — I I /4141310 /Nv3 0 1 1 - l---� 24 'Z6G _Z- IZ9LF - - -- -- I I - -- _ u —o0 24_',PCP_°` 39d'--17'C '-O -Q. 7 I--' -N --I II-� T�' a DATUM 30 00 `� im -— -� 'h - °0 -- ^ _ 30 PCF ^ /BG L f °o I .__ -- I �' '� C P � 'h /NV °o °o p� _ 3 'PGS 501 I ( '– —I R M INV 35 70 op M M 3017400 M M -'-ch --- --- 30 PCS ?��.� 35 Oo MX98100 /W 3250 2997400 3Gbto0 3024,90 303-100 �' � "'1/NV 3130 304400 305 foo /roV 30 50 .306400 L 3077400308 400 /Nv 3030 /192990 INV 2940 3091-00 310400 3/1/00 3/Zf00 3137'00 ,3/¢400 PROFILE - THEORETICAL GRADE LINE - EASTBOUND PAVEMENT SCALE HORIZONTAL 1 IW = 50 FT �METtNG VERTICAL 111 = 10 FT EC 0«65 pAVEMENr a MEET v 5oeo E�IPA�EfEAlr 01 `'O6 EXl5T/NG SUPFACE T//EO'PET/C4L G.PADEL/NE -206% +z oe q oelf- -z o •,, lHEO/IETICAL GQApi- z141 EXI57/N6 SU,PFACE DAT UM Z5 00 N N N �j N N 7'v N N N 1458 1740$ 0+58 742 730 OPDO= 7/07 t 57 6107 t 57 "� DATUM=ZO 00 7453 5407 157 4107 157 3107 757 Zf07 745'7 1107' x`57 0400= H �STA 334136`- PEOFILE — OF VAIL DRIVE PROFILE — HENRYS LANE 3391-411 SALE HIZONTAL 1141=50FT VERTICAL 1141 =10FT SCALE HORIZONTAL 1141 =SOFT MADE BY r-161O2,0,4410 DAT E.1aW 67 VEQTICAL 1141 = 10 FT CHECKED 13Y F C t/EZ50,e DATE ✓U,vE 67 TRACED BY_ ;�MWAl oYgm DATE 6� CO M PA R E D BY F c/ G/OQDANO DATE JUNE OZ ,11 COUNTY OF SUf*OLK PROJ ECT ROAD SHEET TOTAL DEPARTMENT OF PUBLIC WORKS \ FRAML NO NO NO SHEETS �Q,B 7 // 7 4 0 FQ/ME 7 - 65 R M KAMMERER, COMMISSIONER O� • N �QA� 2 I 2 ! APHANK) NY. f -4 RNE s A R C R 27 RIVE R H EAD— GREEN PORT ROAD N (MIDDLE ROAD) Q ` OCX FRAMC a • f^��.v � LDpGS�LD GAQ �pk �E C L A Q L' N C E F f L O /Z E r T A b / L L E !Z v,S T t V E N N L E /V 3L E D ✓ E 61< 1 V J O H N A W / G K 5 EaPMo v 1^ �(O O�vo I 11L = CE ALL�¢DUrJD ��� Lam® h ' WDDD S�ADE i£N � �¢ 5 T Or Y FRAME NOU5E ® l V "J " ` 00t418 ,BEES € SNRV6s r Q o = k Y Dp sNau65 (9TWrN ®� # 6PRQ�E I U5T d k'U 5 N W 0 0 0 S - �O V r sTeucE W 0 0 0 G ® ® n iQAFQAMEYT / V A T11A SHES s,QKE� ♦ � � z6 op rM+ �4. WIL Da �a O 0 Q W WIRE FEVCF ,L LzG D�6 /NV 3700 FG GQ �O /0 MO ® ®�O' 4C UL T D F/E L Dp6a s 36 40 PINESNWLIMNRE! =Mm3D R o = HAWN ' 4 (�'� 2 \ O QM ,Rai pp� �W l.r�H M E,J IREF p 6iecry m 2 3D' 41c r'� b E.risr a�utie: • �w B�QCH M M N aY J�244 --- kl FOGF OF 7,I/S7 p,It/EMEA/T M E06E Oi EX,57 OA✓T Mri '� M ♦v' M M h� ASONaG 7 VAYEMENT O EASE o insr 0*,6vcN7 M 223 EXrar Roan dlMr 2l9 1[ INV 3680 t'� 226 H JJ 251 �,r p2 ?f� 1NV 7�0 N NY1 hw /'� '3HOULDFP ^^ 2t6 - _ t,� j t Q H Mn p23D H, - /�,{4 loll, AVT �It • V t;y Z33 q z' z94¢ GurrEa 36 6Z 4'6UTrEP N 56° 13' 3 4"E a3ZZ ,, ,I 9p�, s �1� DAe ,5 3 sNovG DEz319 310 321 s a�b 47, 323 25 3Z� G!/7,35 8 6�T3L 1 Gr/7 3G GUT 37) 64,7'37 GUT 375 3S'7_ P 7 q T C,CIMQ 3774 LO 41 43 (DM4/7 s mxE 4// ,gyp 7 38 3 37 3Z H wi; 3'SHOULOE,P k GZ 7 ,ur;csp 41 /Nv3790 N �R DDsx Q3 3 SHOULDE P b Y i'' 6EE01 F, aDAR r ° 10' SHOULDE,2 -� X105" H 0 P n .— T KING LINE ,NO 3a to — _ _ — — — Ge 401 �� _ �� "D S - X O 38 FILL EASEMENT LIN �' o° op° CE 4oc ° °00 44 1W 3700 Ge 3912 1018 ori X00 �,1D�b� p hp°"14 oo I I A E Al c J ✓E N N/ E R P u P E C K/ s B E P T H A A 10b R P �SooO OF b xtip� bh h I FILL CUT EASEMENT LINE $ EEIA5EMENT AQL I N E E0 °� 114R xbOE� bho OFF 65 00' N O\ A 0.EEy c,►5 v ' t w'#0 2FOAC gpRA�E Fa �V cRrB � V • 1 Fa ' r A r 4400 bM EV ��o6 V C, '_ 19' 60 g99, 55D , TNE0QET/C4 L G e4 DE L rNE - —0.50 7,-O. Z6 0 , r /NV 3700EX15TlNG /NV .3810 1' ' S U.PFACE �sJ M N nl G M M M m N ao h O N tY� Q, °o ap DATUM 3000 312400 313400 314400 9157,00 3167,00 3177400 318400 3197,00 320400 3Z1-f00 3Z2400 323400 3111400 • 9Z37-00 3Z6400 327400 3Z&rD00 PROFILE - THEOVETICAL GRADE LINE - WBTB0UND PAVEMENT OCALE HORIZONTAL 1 IM = 50 FT VEVTICAL 1 IN = 1 OFT 5T E'�4Z 06 i Z0 C 1 p�9 Copp g9 r G!D THEO.r?ET/CAL 6?,4DE L IAh5 -D 50/ 40 2601. ii , /NV 3B JO /NV 3700 EXl5r//VG 5U,PfAC� i�+�— ,9,4 T114 3000 312400 3137,00 314 400 315 7,00 316 7,00 3 f7f 00 '316400 319400 3207,00 32f 400 32ZA00 323 too 324400 325100 3Z6 400 3Z7100 329_100 PROFILE- THEORETICAL GRADE LINE - EASTBOUND PAVEMENT SCALE HORIZONTAL 11M = 50 FT VERTICAL I IM = 10 FT MADE BY F✓ 610f.9LI10 DATE -UNE 67 F C 1/EL502 1-'1111,F67 CHECKED BY _ DATE TRACED BY DATE ✓UNE 69 COMPARED BYFLJOIVE94/V0 DATE_DUNE 62 _ a � 1 COUNTY OF SUFFOLK CUQVE 04rA PROJECT ROAD SHEET TOTAL .�' a- Iz° /> 14" NO N0, NO SHEETS DEPARTMENT OF PUBLIC WORKS 1Or 2 D= Z' 00 00 , pEC' 0 'v I G HOMES F/L£D OCT 14, J964 f/LF NO X181 R M KAMME R ER, O MMIS TONES R & y R 86 7996' � 7- 65 27 2 8 40 YAPHANK, NY FRAME =�4a • L0= 609.39 F,L L N0 443 196 5 C R 27 RIVERN EAD— GQEEIJ PORT ROAD F LEO A UG "N (MIDDLE ROAD) O Q I 0 Al 3 ` NDN ,' t O r 1 F pvD �\� \ \ s g L U N 28" A W ! C v v \\ 3 \ W tOT !1 i N TREES tNQU95 Ope �" o \ f moil Q 1 O m pC o m _/ C N f fF"4Y M 2 5ro4v ' r h � HoosE \ � 6UItOrNG � V � r I � p On .; - \ - 51 E 0 v (020 -� 24 q�Q�rBELOW \ \ I i v LOr Z 6AR46E M M j Sd ACE \ ED1TH N WE BB ,; HENkY NfLPI STEPAIOSK1 D ' o \ � O Q ' 2,� a o \ � � W 61Rap POP �v ((�.,; o ` Q O m L L A M v O PCN T ""24• \ \ Q p J l E 51£ M N R 3G M/NU 37bQ \ � G O ? � O ` I IbQ fREMF M i6 GP 19 64 � �0 SJK \ D Q It, �' O GIQAGE 4 2 r Eo M �'x sr 14"BEtO� oc A 5708 E " LtL O GE pE 6XisT.tIYFHE.V7 ALM 'Q09D EINE 5(/RFALE \\ Q n C b ENOL F ®1" 3 _ FLM C)30 a L I ( y IIZR 'c A. 2 STORY J \ n cOOE 'H \ :, FRAME h' q 8 , 1 t �v OF EXs� 0 �M• h /Ny.360¢ \ ~ � 10 � HOUSE � Yy f STORY fR4ME NOOSE 11�R 1118 � ro+E `AI 1168 srpo:e uY7 n vfHra' 14 4 X N 3e. K 3o`y tIlk 6 Z v l 36 3814 B JNV 31Ck� Dw►aa o so oqr�jX R J� 31 '-v Q M �a• \ - 52 GAP 3 >5 �• oua 111 R 0 h > �a �o 4�� o b o a8 s 3z 'Q 5 4 110Q a-3o e a orp ,.� ® 8 0 td��3X ;_ Fill EAhEMENT v /Nv \ J8" _ -�°30' +b sreucE h °` LIN E' �� n3 g 4g 3730 z3 0 (cP IIIR O w ic' o - �_ V 1A 2 of Q TAVING LINEJ [F� M 43 730 UL 1 Y OJC 53 /XY3/ SINE 2' , �• GR H2(0 �V o GVT 34 G 10 S N O(I L 30 _ " c" Q Trus M 56 Fia N m N Z Z o NLN (+?3515 0 ®{" 0 O E ' N � tle-4714 DE/[DE Qss� �L:,Q M GO 34LL�/4' 30 -- MrN V l 4' . INV 1600 h.. 4� � •k 47 �i� r`�nE.V3r .POLO LLVE !NV Zz 90 �"u � ro•` �ij7 J Y _~ p �inc INV Z 20 eir+ u'-t 59 G 50 - 4 ---- Z ^tJ J w -------- 'E 6urU N � 4 o ,� d' 3'sNouLD£Q ° 51 GK33da a aco 2 t E - NAI \ O Alio Y.PN t IB"QCO 1 Q 3 L N rTFQ uv N b v cab AfL /e aC O k 35,5 f8 RC iNv z790 271 L F 2 o 00 D �•-�. ` 3"S vpU[DEp 49 Gut z 35 d 108 L F 1 C P 31 I z — _ Z. -- - _ ——0 __ — y L DFf Ny 3 _ vL r 1 y g r F D 3G 8 335 6Q ` ,�, F / tc L D 334 INV 1140 3V4 SHOdLDE2 Y +4"GR 3370 55 3964 4 �� "I /,yy E F / E C D pie 34yti 4 v A r D u 5 69 B 46 " a I 0 51 . I k5°Dy o >0 s H o E OFF 6 0 DQ °' -►~ -- _ UL D EQ� 1 5704V V r�r M 1#1156 04 �- LIN � 4oD r� i e sTrr�cc � � Vi I $moo • ✓ a ° se#1156 50 TAKING LINE F 3TOey ,o, voecH N 0 ✓ 50"O°OOt 'c s 11ZQ 11 R FRAME HOUSE II .°.0 1AOF 14 ; I 1l DR Zz SrY Q 'v k 0 1AR jX O - h N OF a 1t4R T� FILL EOEM ENT LINE Z5R t� O p U p E C o_ O th ()y 1 I D°, TEMP CONSTRUCTION �," oo LINE h h EASEMENT LI �� o AGWAY INC 5� I yAQOLD _r. PAL U FQAME � I O O ` E pAUL 644 Avro,vz I' 50fN/E t/AQOLD j Q SEE INTERSECTING STREET PROFILES SH6EET NO. ZooeECK ? o h 339400 R RU/VOFF ZOO' REVE25IF cleow / / PE•2 FT 6uREA?ELEVATIOAl) 50UTf/ EDGE N/GH RP IAIOFF ZOO' �lE�2 56 , VC. -05 �+ S 5 e: I , -05001" TNEOPET/CAL G,PADE L/NE r • � i i , '�I�V754 EX/ST/NG 5 UQFACE I _P78[t � I /NV 36 J i �o °0 !\ N N N /NV 3I 80 N O ch N O c11 O O to a O � d op p °o �'� N /d/V 31 d zar30 30 ^ /NV Ct O m M M M M M h h h h h �o 'n �} h M N N '� ZS 20 � M M M cn M M ' m M M M M M *n th M cry M M m �h DATUM 1500 326400 327100 328 400 329400 330100 331400 332400 333 400 334400 335 400 -336400 337400 338400 339 1100 340400 341400 34Zf00 PROFILE - THEORETICAL GRADE LINE - WE5T5OUHD PAVEMENT SCALE HORIZONTAL : I IN = 50 Fr VERTICAL I IM = 10 FT • 00 STA 334 56 Q ,PUNOFF ZOO' QF I/ER5 E C ROWAI ('//4 PE,P FT .561PE,eF1_EVAT/ON> 50UTN EDGE N/GN .PUNOFF ZOO' El�:ZOO, c�p, 1136 5 w -05001, G,P4DE f 111Y3754 /NV 36 0� --'- ——— —— _ .—_ 3 9Z L F _ "- — "' ^I I O INV Z790 I INV 3490 _ Irk,-- I I ch o `o O N 1� oorn 98LF ~ _Kl P — ~ —� --- ZIVV 3144 w i� w O —n IB O ao M N .o �l v `� '�Lf._ I 1 •� 2830 N —N 24 PC 387 L f `Q ^�' mum 15X 3Z6 f00 3Z7100 3Z8100 3Z9f00 330400 331400 332400 .333400 334f00 335100 336400 337400 338400 339400 340400 111V 2650 341400 /NVZ600 34Zf00 PROFILE - THEOVETICAL GRADE LINE - EA5 50UN D PAVEMENT SCALE HORIZONTAL 1 IM = 50 FT / VERTICAL ' i (N = I OFT MADE BY F✓ 61ORDAA/0 DATE 67 CHECKED BY A- C VEL502 DATE ✓UNE 67 TRACED BY ayo V700 EmsDATE </UNE 69 COMPARED BY Fc/ GOQD,4A10 DATE 1UNE67 • ° PROJECT ROAD SHEET TOTAL COUNTY OF SUFFOLK NO NO NO SHEETS DEPARTMENT OF PUBLIC WORKS R M KAMMERER, COMMISSIONER 10 RECHARGE E50IN NO, 2 DETAIL,J — NO SGALE 7 -65 Z7 Z9 40 YAPHANK, NY � � O C R 27 RIVERHEAD- GREEN PORT ROAD ZI3 le / �, ( MIDDLE ROAD) E � a, a� �, � ° 1:9 QAo� it G N�1~ v���1` 0 15'-0" _ 15=0" \ IIJ1z EgNCE PaEa�A�N s°wA�v QP 3 1 FENCE �BEPM) 6r CNpI� L .gyp Dtz 3 �'� 6,PADE79XrET ' 7_0 A�tE 'L 0, p r F A R Al R0 0 r4' ff UCE FPR,�r N Q ME Exl_�riNG 50afArE, ° ' FENCE J• �Ta�s ,4,t'o/QEGrE� 3'D• 4 0 � ?/TCN�� GER fT BOTTOM OFG1//Pfit�ES/T Fa E y O/TCN /2'PER fT o/TCN % OEP FT-► �"4VE 13° r�NG 5U.PF4CE 1` pze MENT 6 7ov of cuA°B grog 1 IE ( N �' AREA \v 7RE£ LGLADE TO MEET EX/b P 5l/PFACE o„EfQAM5e ti% Q NATURAL VEGETATIOfJ 1�1TNlh "Zi 45 D/QEC7"ED 0rp iLETA1N -;MALL 111.11111ASGHALTGUTTEQ i5op � c� �j0 Ah TO LEAVE THE TQEEh N00(�ED )Q9,e1CA ma, fJ - _ NOTE KETAIN IF DRDEZED BY ENG►NEEIZ 11dTACT 15' SECTION A-A SECTION 5-13 SECTION C—C yZ5' `° L D ETA I L -A- Q°Ao 1 C GUTTER THQU CUQB a kn C09CZETE CURB,Type N. • P _ _ rte, yam, 3 ITEM NO 97A5 bu Q / 1 0 /NV 1100 67 ,UV7 ,N✓,150 4 E!, Tpv 61F 30 C° REMOVE EXI9TING 1Z'2CP �� •WIDE REPLACE WITH 5Z L F 30 R C P S E E P Q 0 Fl LE 5 S H E E T NO. 32 O � 8 �urrEQ rHv b D 69 E \ OQOUh MATERt L ! qA t MATERIAL IN Imb AMEpAEA A P AC(EPTABLE TO w VETAIN PQOTECT FAZE W ELL NI6� EXCAVATE ALL IMPERV100 CE WITN GRANULAR currfQ `n OEE DETAIL `A I� tO E►,EVAztoN -z•o`) aEPLA Er "J NOTE GUTTER ELEVATIOM CSA E�� THE ENGIUEEQ \t2ly A -JO�-w- J 1P RETAIN TREES Ay D12ECT1=D ' TO BE DETERMIMED IN FIELD o 'PA�'lP p�k a � s G t2`p0 A P \ lQpCt � a,OfloE 186 - T° E L 11 o GNaI N AZEEo, Y- `�\��Q� fav\�1���• a' SEE7. ' / M E 0 Al / V I Al C E N T 5 �^ 11D R P 35 �1a� yEE DETAIL A GRAMECZb33 lz 6AQ� ��aG r LDAR# r - �1h �p FPAME n GA4'AGE ' Jo f TCE! T y_-P6CONIC HOMES - i U R T DQ�V E A f/leD oct x181 cot 1 7 J 0 N N ° i1. trrt fg,r No LOT v� I a � MZO �aANE Q M A 5 04le i 2 570QY 1 � f?AME NOU5E a°+ 1 � 15T04Y _ rye 'JE`P1t 495' �P05AL/N C,4 5E NEWELL_ 0 HO USF ecuE�roNE CA?AGZ oa/vE 1 PKIO F S 'C O V £ Q T O Al E5TA TE Z Q � I�ib ' fQAME 5 1 HELEN Nou3E MQ N� i SCHQ/EFE� a 11✓Vzz9D D r 1188 - 0 0 00 1208 1108 4 '� r�0 • a' x �, 0 t oma, ,,, of 2270 o V N 0 r 6 Q Y k F �0 L W 11 R I19R dJuow c D GP1677 11 R 121R o �x X B u� :, 118R or dM 5 F DF ` ro B s c- R,3o' - - -- pC�� 0� 1338 6 117R O ,t N a — a , FILL EAIEMENT LINE ® c FILL EWMENT LINA CP --��` _� TAKING LINE 1 sn --- �_ -mow OC 0 0 {--" o /s7o4Y TAKING LIME t. 1 — L D �j1b � - L l F '!aQ w C t V A T E O 60 1NV 28 zo w 10 5 HO CIL D ER 31 M n o t31R a, G�32 Q INV 2383 i u1 /w 50 A e ® 6P 2890 11DR qq (� /NV 7600 Nm V I(f) lNV229D OH opanPPr N \c IjOR N 44° �L, Z0'rE � 6A1C 65vY13S05o I /RvzB7o 7,3 a0 k ti j EXi,3T,(p,(P L/NE /AN 2790 0 q 3'SNOULDE2 29 of Al Flll[R tr1 °,moo '3 Sf10UL Df? 60' 59 GQ3 oN �o� --- 5E _ - 6k 2777 tt zF9 Nvt 3'S1/OULDL 356 34 /�r 26 0 A Allr7t ;o , 27/ -- �-- a 52 651z7 AO 27 31 zc 3r7ii 1`711 An- 97 398 11151 F 3�"P 0 217349 350 z$5 L L 3$� h 35S 1 0 65 L j 1f f /8 PCP \ 4 ' x i 24QCP, utzt z 5 21913d L F pre vN 24';7 N - - -- __ +' - - Sla - ---� M 2sa M y� 1z n 7 2 STA 3511+40-�* pz 1131 F 1 PCP _ 3 brote oa Exs B7uN PAVT Y 4 z 3'S h',9(14 pm M ' r - 3 5#0MI EQ lSNOUL7 52 CxiST QOAO 1/NE N - � p "cb Q1Z to^ — - -� --d�� ——— — — —__ 1�c zb PEMOVEEYIhTiNG CONCQETE �• \\22 c.6E oA rvar d/r"+1 *Av,7, Q ' " M �. M-_ M u u 50 lONTQOL n G _ _- 1 S l f �\t 1248 z"e - ut a p 4 __ Lt` h rove aF nsr - --- - — ——_ •—_ G -- PIPE-ITEM NO ZBy R11 o aC� �U ---- A n�Y GQ Jl f0 5U \ DDG 10 r� B/rVN vrvT ©ri OLIL ;` 1E `_30 �tL — G (, �"- -- (, �- —G�_ blha 1b �- (� /0" 5//DULDEQ o N c tn< --_—.-- _ __ __ M WYT (� + I L 0 Rcr. , ��— 10' Z5s p 2 Av243° u1. �1 5 ©5 u1. fOGE.s „sr N N O/Tnu P4V T 7t 11 E u1. m _ `' -- - > 7I Glzd13 K b �; ” p 1s5 OWL ----------- TAKING 4 V �.r h YeAR FARM • TA K N G I IV D aM Jaru� La 1+w � a..�. u iNV zz 90 D () 613 I -"3' tZ41: CUT E A yEM EN T LINL sradn 130R 64 kho gD W , AssovrEO rrEEs 5i �M F t, n +�• r 1 �'�,ST.00a0 �.HE 37oroy h c c O x°° bh v , FF CUT E O E M E N T , ° • .3E_ J /,nES I T ��, IN 1 8R a t19R `� 2677 ° 00 t31R o ww 7BLf !1`jo /N✓1530 0 o �F 1178 1278 r c L O xpD ODO LINE o 131R O ><ti a3o fd''P:N 7Z voacH 3 A � 7 stoat' c o b, T / V A r E p 1 11 Q p (� G?Z9 Z1 h O , O 1L4R FRAME o o Q1 1 o F / E L Z) OFF W Y = �s v 11AR r NoosE Q4� i ' 0 2 570/IY ' " O f - O I b B Zz 5Ty ,� avz�/o 7° 135R Oso z sroav FRAM. ?ZgZ3 O 1=5T z Y X 11'�pG F4AMf!/OUSE IZSR MOUSE Cho OAR46E I z� yDUSf 1 O ° I EMIL ✓ E JEA011E R pUPEC�/ pFF Q � o �t ' 4 KEA/NE T H D C A SF 0 Z_ HQ20LD E PAUL Q , �� ASONALT DANE GAPOGE Q v D p Q o v V J 0//N F r U ,? Al E R AL6XANOEQ WOLO,91K • E PAUL NQ s r vE W srEPn/ osA / ¢ CUQVE DATA LAI E S T A T E O F F i D� !/ E Q T O Al 1 FQANCES D!/EQTON Q/Cy W � � A- 40 37 >0" �O Q �lj e '0 /a 00 00' v -- /Q 5729 58' T= 231 10' V � L°= 4G1 94" R MADE BY F J G/DPOAND DATE ✓UNE 67 - -- r` _ /," - CO,c CHECKED BY Fc uEtsoQ _ DATE JUNE 67 ,� "°" TRACED BYFM,NA',v 'J AIR6e DATE JUNE 69 COMPARED BY F J GORDANO DATE XIVr G� 1 I COUNTY OF SUFFOLK PRONOCT ROAD SHEET NO T TOTAL SHEETS f DEPARTMENT OF PUBLIC WORKS R. M KAMMERER, COMMISSIONER 7- 65 27 30 40 YAPHANK) NY " C R 27 RIVERHEAD- GREENPORT ROAD (MIDDLE ROAD f t \ FRAM£ FQAME G \ BARN 64gN ` V• V ' ! P Q054L/A, CASE NEWELL JOHN ✓ UL / p .t1 5 � 9s FQAME BARN Q 5 E ' 6A4,E'6E L 133Q e °h0 SFn Xti o FILL as `$ EAyEME�IT IIN��' o y� ESTArE of 0 0 75 /Nv z9 r0 13 R o .0 eE 309a >h ib DE�IRf/` o c U L T / V A T E D yuaf a ?tO O c / E L n /NVI 2 7A 1 CULTIV/TED F/ECD , TAKING LIME /ZSTD2//O A NDUSE 15To4✓ 4 W F4ANE �j 1 /N(/290 e NDu3E INV 2810 oc ORCHARD O +; � 79 o:J GR X100 In" a G? 3D 80 ~ toC 0 R h Q 3`gyGULDE,2w � /Nd 3000 � 5 A/olE OgCN4RD p � pRWE 355 A '� aR 3270 81 fo 6rx= 35G 1771E 357 12 x/3 CMP 32 2 Loc "^� — J �`H o u G O E Q w°iwur z k 141 z 3roRYf� / 6 5[F, !8 R c P 3100 356 CC " 134 v h cF/ST POAO uNE� Noq 3'SHDULOft' - 9BL 3 3 r Sf10UL(7 R 82 /NU 30!0 1 p 0 Q //OUSE (J ` �� 1 q [ac Z GQ JZ JQ 0 NFOGE 3 - rFarE �O'SHOUL !n"c IG p oLl A V EXlSJ?OAD tlNEPH P M"N LDC �Yl o - dOfE I/iX/57 DnvM O/Y7� j1 3 g0 3I, M /VI/Z900 2 86 '4. (34 /�A/� j} AAA j/y/� R t2:r/3 3/ 80 - 80 G 3z f8 O.^ UH/ �Q1� ��y5 F ! V 0 M" C/yI� FDiF OI EXi3r glrYM p4 v T •4 3J�$f$0_ 9' 301 3'3NOULOE.Q 3z Zo 3/9J GUTrEq z83o v 3`SHOULDEQ ~ — G G— ——— — ✓ lJ — -- ro 4c' �z z��——GLIt ia' tb' uL - —G _ 6 W F06i o r rani,4o, 1 /� FL M M M Q LN 268 M 0 O //`��Q p to" 36 1:Qr1 OT Lit' S,bu t 1 46 y�NIT � NY1 /Nv 2950 c M G 3D G 4'6UTTEP 0 . M L1M 259 N M k A N �Zf4 83 G43/1E 3101 Llt 1 �' Q` 2(A EXlSf ROOD t/NE Z 20, a 1G5 J MED//}N,3050 c1t C �S u"C ; 3G" -- -- — -- — - - 10"UL $TDA � • 77 /!VV 2944 0 _ I r•�v p 1 0�� TREE r Q 5 t/QULDEQ My r1 87 Q6' 3'SNOULOEQ P � Gk 3D 98 � 136R �"30� y� O iR[f3f FIOWCRS JQ' ,{A V1✓- f.P/ZN4 E NOYlE I cl3r p! E N 13�R W CULT W/CLOW D 51/ND m � 0 a 1 logo. �t 2' rA emey 1 K N G LINE � �.�. �! FA1 G I aAwKJ lNV z975 � 138 FIfL� /oacw N 29 0 � _--- 67 6z 3/33 1 v I 5 6q 3/35 168 / y O FROM£OOQ46E FQAME !STOQy FAME o � " 4-sra�. p` HOUSE HOUSE CUL r / V A T E D f / E C D (fAy MAIN ENDy R 138 /Fwtllo S/RULE 4 o I O C!30 BO v C U L T V 4 T E O F E L p 365+80•_ STORY 1(� I �1 y ' 2 sroRy O I 9 LOU/,5 ✓ � ANNA N FO,,y 6455 fAWE H `/ WAL TEAS GRP vuMv v� Q i IS'50p 1 3OL F 2Z'XI3 C/tJG P U T V A / L 6APAGE JOHN F TURNER 1 4LfX,4Af0fe WOL05be I t t Q4/L FENCE PO4/VO L `fMAlIS� E H /A/6L F ,� I STANLEY Z 50P///E JENN/E ,NAG✓/EJKoW/CL � E /✓ Al E T- Z y p C .4 5 X95 ;Qh v M "0" ¢�CUIIVF DATA 1�� 0150 A= 40 37' /0" 1� 6U STA 3633 82 0= /0 00' 00, A?= 572958, � Q gp - t Q 77- 231.10' 5 50+ 7 ZZ LC= 46194" J 1 v0 T,l/EOlPET/CAL GP.4DE' L/NE EX/STING S�/PFACE 48 — 040/ ir'; i /NV 19. 0 lNV 28 70 PtJ17/M ZOO° m M m M M h N N M O O '11 M nN 3.54100 3,55100 356100 3571-00 358-00 359100 3601-00 361100 36Z100 363 foo 364100 365100 366 X00 367too 3681-00 369 7t00 -?70, 00 PROFILE - THEORETICAL GRADE LINE - WESTDOUND PAVEMENT 36°� 0 6CALE HORIZONTAL y1 10 = 50 FT fQUQf/TY=358 158,99 B9C/l= yrp ,33 82, V E RT i C A L 1 I N = 10 FT EV 358157 89 AHEAD E�V(,- 20 ZZ'� 807 10 4B/ THEO.PET/CAL 6,PADE L/,UE EX/STING SU,PF.4cE 1 1 -0 40 _ �.--li�� = x'73 _7 7 L F _ �— z 3�..�M P F J /ad 30 00 1 AI V 28 60 /Nv Z9 20 /NV Z9 50 M,/D /Wz95a JAVZ950 7,_vy900 O N `� �. O e O °o •, m. ti s N ' ti ti ti N ti N ti N ti M ccs " `h "� "� M ch m "'� m �J M N N N 0.4TUr11 ZD DD .�54f00 355100 3,5i-too 35 7100 36Z100 3631.00 364100 365100 '366100 367100 '368;00 369/00 370100 t PVOFI LE - THEORETICAL GRADE LINE -- EA5 130UND PAVEMENT SCALE HORIZONTAL 1 IN = 50 FT ' VERTICAL 1 IN = 10 FT I F J 6/OA?DAIVO ✓U/VE 67 MADE BY DATE CHECKED By CC VEL,50,e DATE ✓UNE 67 - SEE INTER5ECT1 N G STREET PUP LE G)HEET NO. 38 TRACED BY o.Q,H,oH a/1.PE.Q . DATE E 67 COMPARED BY F'✓ /O,,2041/O DATE JUNE 67 t r PROJECT ROAD SHEET TOTAL NO NO N0. SHEETS COUNTY OF SUFFOLK DEPARTMENT OF PUBLIC WORKS 7- 65 27 31 4 RIA KAMMERER, COMM155IONER N Y. C R,,27 RIVERHEAD -GREEN PORT ROAD YA P H A N K, (MIDDLE ROAD) Q� CC/QVE pA TA d 6" ,34'48 o= /° oo 00 , N i e 5729 58 T- ,329 36' !C= 658. 00' �, Np 1236 0 � 5T4 UFY 3EGEA105K/ GAME BAQAI 1 Q PN/LOMENA SEPfNOSK/ M' I fRA BAER QEMpVE �XF �CE COUNj� �� QED yAQ� Q cWa c ECTtio A5 OIQ (�E/VNETH D Cq g� v E C LA YTON N 65 V5E /0 CZd IFeL= ' LAZIP4 D CASE f CA,YC D1 RT NOW faµiE 0/11VE Qb ����_A �O ofcrtE I LL IN EXIhTING KECNAV6 1sToavFQ •�� r, e BAyIN TO CONF QM WITH Q EXIhTING �URFACE. C U L T / V A T E D Q�` �Q�' B EL ItlSKI HOUSE ' ' b a �►n�(\�Q h BCLYNSKI a THERE 61AALL bE A MINIMUM CINC l(. R�2Q��(� ✓EMNi� � �oF'�ER OF IZ' 6ELECTED MATEQIAL 150 MAV COC ��++,,,LUAc �� 4s, /NV2{¢0 0. 1T /N Dip 43LtiS4 QB' - .•� GZ ZB4B 90 ��" [ 5fy a W�MI NV 1700 mEF u 141 f FA'4 EeY ' 142 'fQAME Rnf a i43 10Z Gz 2/B4 PIACED OVER WHOLE ARE O O CNdGV L/N,L' fFNIE / /!✓V ZO G ADU�E No�F • EOGG IF iX/ST E,�/jy PAl7 ' TAKING LINE 10° �e 2452 r ST✓OULDEQ 0 , __ -- 5 a�0a r o cq. rll IF 1�6 J� 15 }r. p _ reEF r.w�uow wai'W 49 L /B PC 8 39 3DFI I IN2620�' L c iN !'OAS /' Nml Y V 0 89 ',VV 2550 - y to' :votlLDEP © - _ yi 'O� INV/1 0 93 /Nvza Z Nv n a N sNaU -- ` N _ /+v 20 40 t N42°04' AZ~E best io N EXisr ,POA° L/NE p VOLE - ^y1°• _T + n C /NV/O 60 99 ' tSi/sT.PO00 L/N� INV 11 80 NY NY - _ e01E m. £xrsr ,/y'T '7J /NV 8190 /N+l/D 9Q r ' T H .p 3 5aovc0 bur2c7 �bzif ,�, a. 17214�' w� L • . y — �_ �nN. 27 JCMp NVT 6R146o L�4 _ — 174 2b 85 Ge 1380 —_ c i v (wrmeZ6� - _ IJz73 26 45 37 _ �+ 383 946L 30"PCO 3B4 v 3' sr/oucDE.e .42 382 380 38� 436 Zf7 3377 uvt 3�537 _ 3�9 LZ zf a sc Moa :,,� ,q -- c _.-_ p1 Z4 G3 37 9 – _ _Sr< _ _ »' 91 16IDP M ,_. U.1�> 6L F1b 1B QCP 145 L F 36 �_ C U L T / V q T •� N 1 ,. 240 L 11 qpI Nuo,a yr &xx .G e 'b E O `� 16 53 v /Nv/o O O sr W -'— 6 n� 2/T 13 •— — r �a �' U l y G [r3 [06F Qc iriST Bi[uy o Mur NA55 _ M 96 0 ( i //--�� — �h i711 dMtl! roO N W r t err t � °xiNF G — a OuN pd0 ' 4 O 144 v w /0' SHDULDE2 I ° vat a J— '^_ 0 ,o �'" NAY O; /Nr 7L 40 �� /STOR> , , l o �� � F/FLO O F4AMENa.SE ✓ A T E' p � �o'F / E' L D y 1 ,� rr. �© Q � V id y 9 O h Z40J Si �� 14(a j 147 � ,zxoa,1AlY 17 10 ..�. 14 \N Z 011% v-.4� ZO gn O y��F s o I a2 '4e4 1Zf- S roaY A 'CE GTE � ;tV OE 0 0 a3o� y O F?4Af /1"•-1q' vV NFQOvAAIE E D FQ4ME 6 N 0 SrY P / L S 84QV ,b5 e r� `w E SAW � a 0 ,wxoN D C , NIL dl G 6A?AbE ^1v o w' HDOU 5 E RY Q �EPDj' E N,47q[ /E B FOSTEe V E N M E T H ' A S E d� Du r 167APy SHED FQAA/E <PiJNE x, " 3 �-� G4easE FA'IAIE W C Q /? L E wAo o s�va6¢o FziA.c N 8 ' SNEp U o� l 97 h'F 61QIGE ce J gar O µr0 O'D B D 1 1? T p,Q z' \ COP,Q'N�dG. NONSF �' H 4 A? (� O \1 64,e4sE L E P/ LES Fix 3 � ' 19 240Y R` SCATTEPED SHED w000 V 4 CNA/A/ LIN41 FRICE � 14co f °/[ES TAKING LINE Q r/ET,/L Bpu 3/zt� b /AV 10 i0 1i r 6f 25 D 97 ' C E,PAI 4,0o 4Z7-6 G7TEP243 AartOx tS \ zSV r Z' Y� ` oil M„y'NE4 24 3 GZADE DQIVE TO S 1 `'`1 Bus /N rHx DRAIN INTO 6A5IN � r G"'"4 E s FRAME +r too/,6QADE�q Lf F � E /v d'"4L 'S� DLD6 Qp a`P ' P 3 F a4'Eq 1py` 24ou 3r CUL T I V 4 T E o f 98 /NV 900 A x \ , SLOP = ,v1 2EC14AkG E i � 8A 51N NO 3 Z' 15-D B 0 TTOM EL E V 10 5 P/Tl-N r4 Pie Fr --�. ' P/rLH l�4 DEQ TT BOTTOM ELEV 8,5 MOTE 6TOCKPILE 6URaLU5 TOP%IL IN THIy AREA GRADE \ A9 D 1 QE CTE D. 1°WEAQ/NG COUllyf ASPIML T COMC TYPE lA-ITEM MO 51D i 4'DRYBDUiVO Palm G,PADED 4iki6ATE BASE COUQSE, TYPE /-/TEM 4PP TYPICAL SECTION FOIZ RECHAQGt WIN DRIVEWAY NO 15CALE 10 G 3, SEE PQOFI LEE) SHEET NO, 32 4 GUTTE,Q uQ/1 r zeoo 469t' _ L • I. ,Q � , TAKING LINE //.PQ 2400 t F✓ C-10PDA,yO DATE JUNE 67 MADE BY f r CHECKED BY FC VEL50Q DATE ✓UNE 67 TRACED BY o SAN E DATE f / COMPARED B Fes/ GI 1P,94ND DATE JUNE 6� I ' ' IJ 4 r i ..- COUNTY OF SUFFOLK PROJECT ROAD SHEET TOTAL DEPARTMENT OF PUBLIC WORKS i NO NO NO SHEETS R M KAMMERER, COMMISSIONER 40 YAPNANK, NY 7 `65 27 32 34"2d+ 0 C R 27 RIVER HEAD— EAD- GREEN PORT ROAD (MIDDLE ROAD ELF 5R - 5 , 0 711Zr0kF7/C.4L 6140E L/NE p 48 —110% ;7 , V r iuv z8zo I I E /5T/NG 5U FACE N Ck p n1 '� cl d •� If 7 O I e p �o /All/2B 90� Zk h o N ti N N N `n /Nv ZZ 90 � � °o oo I ao 0 % O N N N ti — N N N N N N N N I N N N N M M c'� M M 340/00 341400 3421-00 1343 7'00 344100 345100 346100 3471-0p 348 f00 349100 350100 352/00 353-100 354/00 35.5400 356100 PROFILE - THEORETICAL GRADE LINE - WEOTBOUND PAVEMENT /NV 18d0 SCALE HORIZONTAL i IN = 50 FT VERTICAL ' I IN = 10 FT 6100 0 SFV 426 86 VC`Z p039; 494 INV 17 _110.0 TNEOAPET/CAL GRADE L/NE -to 48 F L F/41 3L 7 L F — I 24_PCF y ZZ 113!N I ` /NV 23 50 j1P/NV 26 5o O Nv z6 00 d °� o o —— o Z4 QCO p 13B L f t� lj — —' — —--— — — —— — _. — — ———— — I NV 26 00 m m N � M M N � !� d /NV 22 90 0 � �O I __—_ 30�� ,QC P 425 L F —--— I iNv 14W �ATUMZ000 ti �► Ni- S N `" 1 — — _ r, ,34040 341 00 342/00 3437'00 344/00 945-100 346,00 /NvzlZO 3471-00 3481-00 349{00 3501-00 351100 352/00 3537'.00 3547'.00 ,355100 356/00 /NVZ170 /Nv /950 PROFILE - THEORETICAL GRADE LINE - EASTBOUND PAVEMENT ' SCALE HOWIZONTAL 1IN = 5OFT VERTICAL I IN = 1 0 FT MEET • :� '3 Go X I ST STA -�vPUMCoR THEORETIC& 6QADE L/A/E E12YALITY PMOf00=�5TA350195= N4X P5 0100=,e.5M 351/03' EX15T/NG SURFACE PQTQgC�5 _Z08 % IS If PV —4.30"• a "IN ►\ op a O N N N N N N N N N N N OQ TUM 10 DO DATUM 1000 N N `� N ti •� N N N N N �' �O PM 8450 PM8400 PM 7/00 006100 PIY2700 RN 1/00 PMO7'60 07 GO PS Ot4Z 0462 PS 1/oz P5 Z400 P5310Z P5 4102 F55710Z P567'OZ 6-1ZO PROFILE- PECONIC MILL LANE (NORTH) PECONIC MILL LANESOUTH C ) STA 329 62 SCALE. HORIZONTAL' 1 IN 50 FT VERTICAL 1 10 = 10 FT C - , ¢ 0a p=1 SrAv3 ZZ 06 , 55 E� ♦ do ,o �oQQ, 7-5 —o40% -O 7Z TNED,PET/CAL GP9DE L/tiE r� EXl5T/N6 S ,PEACE 7'O 30°o /NV Z6 40 t,I m t\ O � /NV Z0 60 C�\ N O `p cp rA P41710/5 DO N N N N N N N N ``� N N N N N ti N N n► N N N N N N N N N /NV 1790 N N N N DN 36Bf00 369100 370100 37f¢00 37Zf00 373.1-00 .374100 375t00 376/-00 3771-00 37Bf00 379/00 3801-00 38//-00 382/00 383 O0 3B¢4o0 31'04 PROFILE - THEORETICAL GRADE LINE - WF6Tb0UND PAVEMENT grA 2960 - 6CALE HORIZONTAL JIM = 50 FT foo' VERTICAL I W = 10 FT vc- 0 0A A Co e p.110 X50 55 6rA3 ZZ 06 D � VQQ�.p.25 C —0 71— % T/1E"0,PETICAL 6.,,419E L/NE t eC _ t0,30 0 d— f EX/STING Nv Zo 4a iNL_ v z5 50 — —I I SUPFACE II I I /NV/77o � Nv24ao o L" n ( I ;�I 4' N N N N N N N DATUM 15100 N N N N N N N N N I N N N N N N N N N N N N I N V N N N 36B/00 369/00 370100 ,371/00 3721-00 373100 374/00 375/00 /NV /0 6037kao —— — '��' — 1090 a {°O 3 7'00 iav ,ieo _ 383+ea 446 L F 3g4 Y,00 36 "APC 1' 14-5 L FCjc— _ — 3G TIC P 379soo 43G L F aea.00 —�1 — 38Zrao — -- _ _ — - - /Nvl230 PROFILE- THEORETICAL GRADE LINE - EASTDOUND PAVEMENT MADE BY F 6/02D4N0 DATE 67 SCALE HORIZONTAL I IN = 50 FT CHECKED BY FC VEL502 DATE JUNE VERTICAL 1 IU. = 10 FT 67 � TRACED BY PA T E LAWE 67 COMPARED BY F ,1O/0,90,4 t/O DATE JUNE 62 COUNTY OF SUFFOLK Y PROJECT ROAD SHEET TOTAL DEPARTMENT OF PUBLIC WORKS NO NO NO SHEETS R M KAMMERER, COMMISSIONER 7- 65 27 33 40 YAPHA NK, N Y. C R 27 RIVEPHEAD - GREENPORT ROAD ( MIDDLE ROAD) Qj 0010"' \Z O T I N E J R v X10. pE N5K/ �Q �- O B / PN/ LOM�NA 5E °� T N E O D O e E V + y SEPEN05K / AME aQaN 151 R _ � S�Fo 5 TA Al L ,`� Fa • f7 U rJT aArzN 1 0 °� o� z * ,7't �Qyz o N CO � ° o F 1 Ll A hE M E-�– Sx ECAQ� o"'�o°'° 75 aa� I c° 6sa a ,AV?750 eA6 ������� — 0 U° /AN 20&0 — o rN✓115n xs gQ Z4 50 398 ` f2ANE ... - iNVZf50 ZL L Zb '� v rNv16z5 N z4 a z6 r397 _ TING aECNAQ� 6 — ---- r �pQ GARAGE — 11 6P 24 90 a � LL IN EXIh Lv FI WITH fl °� o� LINE 10' SNDULDE � Mf, py1575 � � >39 y z5b96 3f0C F � 10 CON�om L r Qac 4 wim TINf� yUQFAGE, 7'56= F r9'z0 10 ka°��b° TAKING ® o aao� o ' N go 04! 4Zr � 394 w r 011 oFF 90 oo r p ° TuERE SHALL BEA MiNIMt1M 16p q 6az� W �� /Nv2040 r ' 3' SNobLlaa 393 36o L F 30 24 � OF IV ORECTED MATE{Z1A1. C U SILL EASEMENY LIME r� ¢ k a EIZ WHOLE AREA• — . 1p 392 PLACED OV cA�rN uNA! _ — ; -- © a 2�K ®" 39 ffNcE . t ,n , Z4 4 1y5r0Qy i - D 1 zfQ E Z4 ¢2® I 1 HOU5 o b SAV Z2 to v .+ 24 0°1 z3 G5 (�`'posN NOtJi� 30,aG O 13 3 SNOUtOtA' C W 115 �z�ss o Vs, '`° F QC P My rotc 311 �1kOd® v D 4 !NV Z f 70 • C J L T w Y Y w-w 200 L Z3 8i sic°2d of. x4 3� o f U L r ! v T E /D SNO LO£R 113 GQ 25 60 I moo, ! V A 7- 387 E D 3'SNoUzDE� 386 zz 9 a ` ti 5Haul, 385 i2 3 101 2.300 wf ep wu �u ��" i GO ' ®�' e EXIST !TOAD PAT _ F 6� [ sra D ® Q Z4 50 110 46L F 30"Pc O t1 G7'2240 �40 YT 4'4+ Q M M ' EaM I MrN CCN C ELM M W1 1 ST _ FOG!ea Er \ � < 615 38 4 o�uVSF 411p ' B 38z 7 _ - - 5C alOV rcur srt.cr REMOVE ROAD METAL,GaADE SEED A y DIQECTEO ��'�' `` "� W E �a so r.« WQII GIQf LIL e n _— N `: 106 /GQ/13�f tAAC ° Exisr eiruri oAYT p A9 —�u — . G v}'1O6QNEILIA9 --- G--1_Z ----- 10' n 1 Siwy M r wa WIT i► n YCON LIL �DuaSTN[( Z 0J M JIM_ 011 pt81— G — - -- G— f NYi262 —_- -G— — — pzG3 ---- G-=pi - G '�-- f _�_=--G--"�- —G _ _ _— —— G- 6 EXl5T QaAP L/NE +r.��.r I� c paa awR� Q - _ � G G — _ —G- ---G-- 06 -_ L91 - - S G— OnruR6Fy RWr 10 HST_tom 14 0 $ W4C J� � N' t1fE5 WoAY ® M o OPOST Mo( O ; Q C U L T V A E F ! E L O � d C 44 RHODA nro G4PDEN 0 0 O` �OO � u L T ' V 4 T O r sroav F94ME F / HOUSE `(\Q F O ZHOUSE h y J OFW4RE 0 A 25rok,y v W / O N AlS E P E N O S K / e` ���`�� Q, h NOU1E A A O C q s i I CAR `►. G I RIGf rhe^�!' r 'f L a uVa o cQ s E � � A F240E BAN ELIC Q p� W jNEOd ryEo ESE z�E�T/cA� I V 26 r TNEOQET/CAA_ 62ADE L/NE -10 30 1,ru71N6 I'I I(,I L' 5640,z,4CE M N a. O o N /9 ZO N N N 'N UriO °o INV Zo 60 O O Q� INV 2>70 ti N N N N ti N N / V N N N N N N ti H M cr � d v� a N ' h DATUM/500 N ti N N N N IN ti �, N N N 3BZf00 383-100 394-100 3857'00 386100 397-100 388f00 389100 3907'00 391-100 39Z- 00 393-100 3947"00 9957,00 3967,00 397100 3yg7"oo PROFILE — THEORETICAL GRADE LINE - WESTDOUN P PAVEMENT eCALE HORIZONTAL JIM 50 FT T2EtEVT,OAC VERTICAL 1 IN, = 50 FT, 25 f 6 TNEOQETiC,4L G,PADE Z/Ay �7 O 30 ° /NV 2150 EX/5T/N5 hI Ir,l ;I ;� I ( SUC'FACE I INV 2040 h to v N c. ao N /NV /9 o0 I H `� —— I I ——— N —— m ---— —— N N I i ao co `Y' `� _— " —— O I ——-� -ice N 3/0 L 41 1N o 0 0 0 N �n `� ----`� a -- ---� ---� --� -'� ►� —i Z4"PCP_y — — -� 266 F N N N cv N 30"�C P N n, 360 L F N N + -N "-� — N N N N /NV 1750 DATUM I5 p0 N N �► N -- H —— — — ——�`' ———N -----� -+-—--N ——-- N —I N N N :�u — — -- F — — 382-100 3837'00 30_�FC'o _B4 -'0O_ 446 LF _ 3es foo _386 too — _— a87to ,---- 3 *°_— --- --- -.I--- --- — ` —'— -- d91�00 389-100 390-100 /NV M90 3927'00 393-100 394-100 XV 55 395-100 396-100 3977"00 3997,00 —— /NV-1410 /N!/I35o PROFILE - THEORETICAL GRADE LINE - EASTDOUND PAVEMENT SCALE H0Z(Z0NTAL' 1 IN = 50 FT MADE eY F J G/DkPOAND DATE JUN-' 67 VERTICAL 1 10 = 10 FT CHECKED BY F C VEL50R DATE ✓v"/E 67 f , Y� { TRACED 13YoZ, Y W?J�wrAe DATE JUNE 67 COMPARED BY FL/ G/O,Q,DANO DATE JUNE 67 / r , COUNTY OF SUFFOLK PROJECT ROAD SHEET TOTAL DEPARTMENT OF PUBLIC WORKS ' '' NO NO NO SHEETS RM KAMMERER, COMMISSIONER YA P H A N K, NY G�'�' 7-6 5 2 7 34 40 ,y C R 27 RIVERHEAD- GREEN PORT ROAD (MIDDLE ROAD) oo � SGP i >z 4 W / L L / A 1A z { `Q. Q`QQ,Q� THEODOPE O B/TTNEQ �� y f lA f O� \ a 1� lNV 21-40 i ✓ ��h��^� �nOQ`�Q.`\ 12� P���N f t, L x Y`Q\ ✓ lNV 2L 50 ,♦,6�'x _ --� 129 GQ 30 43 1 1 >o �;/ oo° 152 op oo l,vv 2420 0 Flll EAyEMENT LINE_ 1Z1 A 15BR "� I a k� G Ivv 2310 k�ot�bh R 28,1(0 INV Zf30 IZ4GQZ91d �, o o`�� 6Q ZL 96 — T A k 1 N G LINE MTV /mv 20 so 1 1o' SNDULDEe N1.1 .' 1548 m 4 / k N / 0 , w 6 2475 N V v ' h° /750 E 3 SHD�LD£2 �' �° � '98fjz ZS w a �p i��404 28��05 `° 407 408 N 4ZO 04 42"F 297109 30 410 303 30,8 41/ 4IZ ZG.b zG 8 398 3 `' 401 i52 z7Z40Z 3 �, ze 30� ze 6 z9 2 007 1 � ID [f 24:P.f.P 2L f 39 32/[F , 18 Q.Co 116[F /8" c v 13Z 39 310 361E 39 L F 1S"RCP 1 .274 c F I /NV 2L 30 t5 V 27 3 '26 8 24"QC D o 3'SNOUGD£f 11O /NV 11-00 1� lNY 10 GD � I Q R ft8 /NV 75 50 v LJ r, I GQ 30 LO � 40 v k .1 /NV J790 118 N GQ 27 50 49[.F f8'Qt.P o4 zs4o - /o' SNvutDEP� / A30 70[.F18ar /vv4z/9� —� R30 �az9M 131 ��F65 36 e, —� —� 116 1538 5 f s4 Q� o0 TAKING LINE ti= p _ _ c'P29J4 b o _T o o — k� 00 1 o !wr 23 0o k00 y0 pp / p0 60 122 GN4vzs 6 { 60 off xoff 10b' 18 a[p Df,6 +c9 GC 7694 171'1 oFF p 00 0' CUT WEMENT LIME o' oo 1-f o° f rad, t� Ego t�f 65 1�2 0. o xy710 oo 000 00 FILL EA�jEMENT �► FQ 41 r Q=3o --- ,(�-ISO(Fo- - 'S� off 0 pf /wvzz0 xy y D O -90D oa, T ` / 0 12 1-f A g SHED p 1G i%'v 240111 ! ''oo9X'r�'j E L D D/qT ;At Cd[T/vATED t DO / Q T 2 0 E2 ©6,4RV 1NV ZZIZL 35 t� LT� A 1 t' Z E /TAKING LIIJE Q- 'V A T + c ✓ r E eQ eV eaQN K�/yo1/r eOqD r // SHED h Y C A A ESE eC C rrw 90 "� G�A /♦ t D��XiST v �0/ tIBiT p �fo, 3G44M 5 ZEBF05KFQ,4NCE-5 pOP_05,L'/ sy�o oCIN( . ,DSTEPHEN f F( FRAME Wp1EQ cH.rx 1Q G Q Q/J G E r1wr¢ r Io urr "L� 041, NY 291 2 Ha,sE I/ST C L/ Pogp GaQ tq �4PN o CEJ a T 1 V A Q4GE 1r1Q w N x, 00 q , D j �h , 700[ NO t/SF i X E F E < c" Iz STOQ)/ SHEO Q //I/6yr cl HOUSE t� 3 Z STORY FQ �� fly c1- 90 \ a� a� 1Z 5ry u aE r/ousE V H U ! SIA Of , 0 v[ T / L'.4 TED F / E L D FaAME F��cE 4r o L A U Q A D c /! 5 E 1'Vvc=10o. , Mfie? W G\ NGV�E OOQrN - -- 0 64 �XiS J " wuaseav V 3D J02CH SwOO � , O G�5 D nw CO 77 pyMT � G v�[vE 1\ Lill f NEri p5(/f6E0 \\ ,PD4D L/.✓E 7 --' lfL T1/EOQETICAL GQQDE £,YlST/NG 5U/IF/10E k3 1 Z 1' \ \ ' —— COiE OF F1r5f B�� EQUALITY \ 9e oy5_ _ _ m Ile 3.71 o IXlE Nvr 39612 z5= �•«v h 31sa y o - `2 08 y `- vawE 0+00 ;j 087. 2.3Togy ;r� _ — — 1� `a�ra RETAIN E�(IyTII�G PAVEMENT 6a FQ�IDfE G\ �u --. G — — h'OUSE n M s L1NFp,47VA4 2,4 bA 303 0700450 f 1'00 f 50 2t00 7150 7180 37100 3+50 --- - - PQOFILE - CONNECTION TO EXIFING MIDOLEIZOAD-STA 398+12.25 _G 3aL SCALE HOZIZOMTAL i IN=50 FT pA VERTICAL 104 = 10 FT oNO2A0� MADE BY Fl GIOQDANO DATE ✓U'VE 67 CHECKED BY F C VCZ60,0 DATE IeIAIE 67 s r E v.� EAlv � � FaAvices ouzo s K / e TRACED BY i/0,004W 75o�Q,F,e DATE JUNE 6 9 C 0 M P A IZ E D BY F ✓ GIO,QbANO DATE L,101yf 67 T11F0ZE7/CA1 G,PADE LINE 710 30 71 0 30°/, I I 1 I t! EXl5T1NG ( i 561,e J CC /Nv z6 NV 2310 � ln/v z4 zo `n '� C} N tv /NV 24 80 •� N h to n °° <} N D N O� O N O n b N DATU�1/5 00 N N N N N N N N '� N N N N N N N N N N N N N N � 396 00 397700 398700 399700 400700 d01><00 40Z fOo 403'7400 404400 4051-00 406-100 407-1-00 40V00 409700 410400 4117 00 4IZ400 1 froz"�° PROFILE - THEORETICAL GRADE LINE - WWbOUN0 PAVEMENT i DNOQA�F SCALE HORIZONTAL 11N = 50 FT I VERTICAL 1 I = 10 FT X030% r f O 30'/0 I THEoklFTiC,aL 6k4PE ZINE /9 Ilec �F /Nv 21 50 I I i, INV Z4 00 �' I t I I 2 —— —— — — — --_ —__ __ — EX/5T/NG SU,PF.4C'E _� �B_',P C _N — ——N —— N — � ~ ——— /8 ,PCP —-- •321 L F —— — ——— '� /NV 2 5 50 N 14—"IC_P_ —__—h >0 L F —_� 24"PCP l36LF o — � ' -- -- 0 39�L f —_ —N ---N ------c} N /NV til ty N ^n `h N N N lNV 60 `n v '� N �` t ' OATUM 1540 N N N Ni NJ N N N N N N N N N N 396A00 397 00 /NV 1756 ,3ggfoo 399400 /,Vv 1840 400400 4017"00 4027100 403700 404-100 4051-00 4061-00 40770,0 QodfoO 4091-00 4/O 4»1`00 4�Zfoo PROFILE - THEORETICAL GRADE LINE - EASTDOUND PAVEMENT 9CAtE HOQIZONTAL 11W = 50 FT VERTICAL I IN = 10 FT 3 COUNTY OF SUFFOLK PROJECT ROAD SHEET TOTAL DEPARTMENT OF PUBLIC WORKS NO NO NO 5HEET5 R M KAMMERER, COMMISSIONER v YAPHANK, NYoi� 7- 65 Z7 35 40 CR 27 RIVER HEA D— GREEN PORT ROAD t Ni I ( M 1 DDLE ROAD) R ; �; ,10; NL INE "i WE 5 q , D CtlkVE DA 7A 22 oo'00' 2664 79' T= 526 15' C E Z 1 IZ9 AV 1 3D 00p0yp0° ' G43°43 4 q x FF \�Q\� b°r �RaM� • � `n, 1 IAV ZZ40 ev, • f � o s voac GP 3f6y 14� 10- 3 4 pEe tr 30.8 �— i t9 1154RI 0 t/t 1 E E lk I y < G4 30 60 7 . 42"E 0 ' /NV E�SEMF�/l 0 �.�,xSB O�X9� OQ'�- LIL A �aVx�i9O y zz/t F 140 zj8o Z4t F >8 fro t I�� f B6 C157E��1 /v✓z zo3 ero�� �r o p=,`t�C�����a 1 jgfo �Q�33 63 `^ 296 L F 3o'b 410' GQ3fpp�/NVI 4° p zq QCP 0 cz � g Vv) X Qtl 1,u N4z°o4'4 o° ►— � _ P� -a 3010 h 3 z"E I- 10 13t lNf 16 30 - I x f� TA K i Al G L I N F ° � S.roES t y 01 t j rlt2gl�o r? �� 364 L F 24"QfP �RNwEw 3161 f /B" Q0P ra+e s OFF 7000 ky0r .r o ,p tt ! vvzgoi Z40 n v v 4 /Ny j41 N 10+� 1 OfF 4-06' I 'o ,c 31 V NZtO D'P y2 36. �' 3370 4Z b ' 3" � s44gj 3o`•soo ��. _....� - .�OfO / 4/ '� fa Z SrDa °� _ +0 �3+0 GARA� .° Gk 37 50 A p 4-8 JZ �ffB6 6 ' — N4Z° rry 3z z ,E R 0 +48f �t1Z l95D D f R 7 0 .99ao� A /Hv/¢ao /t0 �/ 5 N�+O 130 WZG>0 o FP X10 00 V �� 1 2. .Rita zsyo N Qf0 E V Q� 5 t+ Nov fr G?Z9>6 b o syEos 1, D 00 ' GP3/y6 135 418 azco 141 N�5t0 F + '� +0 �° "d i09 Nq+O �4'AsPHAt760TTfR 118+0 Sto�o Z5 r N aFF99 I54R X5 yo° F( _ 52fo NYT t � 33 9 41 BAR,ti Q uoW AI T�MP9 C OFf b 1 EASFME�� 3 O " 53+0 33 31-0 BtD e �Q�Y [00T Nr��tiE�''� ° ° _Y ` rca 9e� S'4+0 R 614D p a0CTI0N EASEME r � 64rE u NO N ll NE ® C 3 �' i ! k s 5+0 S G O lm Err ROAD CrN 6 k NYT 319 a w R Q�� ! r t y _A S G/33 10 ion © �. . BgPU +10 00 L E z cfN 0�4jrs� W b f r /D' SNoutOEQ .usu 5 wo vrt® �0 15gQ A � i V F Boo� � � lJ •�'; ry � ��.�E9 �� W.�wr �-�� L 0 O p Q t h,� �1Zs 156 npD� Ay DIR —3,139 0 14� E o° di.Y✓/Zsp 4- R QaAVE /vV 2960 q 6F _��— T 3n I LIV-3,,4,R63 F N Q 136 O *` A �IDU51 GQ 3353 142 AS MA 0 Q JR4 A,_, +YO a 4D0 P[ ylts R30 01 W ,rE� z TAKING L 1NF m 00 �EGt� �o o A aoQ>?15 p t RE�� Q o oGYE CO�CQE tt V\Q 4 ' P �.h.AV BOttOM����1 ANNA ApE y��� Ay `r G 0 r DjQELt D COLO I t NDN Q 1548 �, _ 0� Ah A ir 6 13j /aV 1140 V yap A. D�MQ�E / G h r _ tw aEr� AS 1` .� / O 5 y tc b ' U t 1 V o m EQN\AII. t'r"c toNc ND 497cp- , „ G F E z O A N (nl �ti r 3'� e w Ilam p�Ivj _f es D HCl C N fii9 715 oo, VAQ oREZ c _ v A T E ✓�11� G r r J y Al �Ff z64-33 /0'°0 .� U Q I �QzzfO W t. p, 0 o zoo a �Sp - L•c V - POI G G TEM PoQQ Q y STQu "f oA°r ' a CON Q OF frrsr QY>V 1[5 1544 ClION EAhEMENT fD�� o QErE Cp119 �d 1 E LI1V f E 00 ivm No 7 ��N �/NE V s fPQk O Ap LIN � RDAD Al A W ,Q 30W H ' EAlST a0 (, r Ex,51 D u' .• 2 D EXIST QOAO Li yE rr 4 �1 00 f� 0 Mt �art �LM M /AV? — [7�r E D •' o f 338' Y� ! Zrz v EDGE E MW zo �l�t E i5� a/r� i X,sr BrT(W 4kr—� uL ,SfpY(' L0� znsr= � 6----- f G 0 PV j A 334-9 g� # d/ 50 t0A/t2ETE 0 B-TYPE"A 11EH NO 97AS �� P�f0 vC Ev- C �d� = PE��29 09 p £acEExsreir z9 50 'J��G-'�� 4-25 EVC� � �� �, o0 4lffoo 59= ,104 AP 3 coag' =_ 1-3o6'-- —6h3ne �.w� v Qp 0�ou �C co'';°Q P yLyr 510(00 4-X/37 Q0/O UNE C .: -- i 6 ` MOAT R T � P ✓O PVT T T —` — � -` �- 'G�' - ° AP °� AP V. Z9.81 P 1 Z5 ST o.3g o 1; z ` G c.r< o E� v Q 4 Et-EV 50 9 ME�� R=z S' RZs ly t kN ' mE61 oc ` .03% Ex151 f 5 faaM� 6A EY/57/NG SU?F.00E pvMT `O�a PQM 'M IfQAM6 �NOUSE ° +1 33% `2 bo f ' +2 O8� z 0*4 1,44• TNEOZET/CAL 6Q4DF LINE r at Tf1E0PET/C4L G,PADE R15T/N6 SU,PF,4CE roo IN Itll f + woos. I kiIIi IN Q E R, 047W000N M 04 TVAf ZO 00N N N N N a o 4POMO= 450 4P 1100 AP,Zt00 4P.3 00 t50 t71 044-00 AP5f00 0t00 Of50 1100 14-50 24-00 1150 3100 oQ yTEyEN 5TA4IfI0o59 PPOFILE-t ACKULY POND ROAD (BOWERY LANE) EXTENSION PROFILE -CONNECTION TO EWTING MIDDLE QOAD - ffA 4184-40} �v yCALE HOVIZONTAL I IW = 50 FT I IQ T 50 FT yCALE AL VERTICAL. 1 IQ = 10 FT VEIZTCALON -10 FT Ot W Q RECHAQGE BA61N N0,4 DETAILS NO SCALE 19EE OTHER PROFILEy IJHEET NO. 38 3' ` VARIABLE TO BE DFTEA?M/NEP IN FIELD i 15'-O 15=0" 1'PER FT P/70 70 A.9PH4LT GUTTER 1�Z"PEQFT, PITCH !1Z"PE,QFT AMCY 1/z"P6Q FT P/rCN >�4"oEQ fT PITCH /4 PER FT, TO 45PI/ALt GUTTER TO 45PN41T GUTTER TO PD4D TO SNOUIDER P/TCN A0 If Oh Z ROAD ' SLOPE fON2 SLOPE 1 oAIZ SLOPE SLOPE MADE BY F ✓ 6/0,09,41VO DATE ✓UNE 67 4�vrrEa 4'GUrTE2 1 oN Z 411 CHECKED BY FC VEL50le D AT E JIM/S' 67 stoPE • TRACED BY DATE JU/Yl: 67 COMPARED BY F � GORDANO DATE blUNC �� SECTION A—A SECTION — 5 SECTION C—C SECTION D— D i COUNTY OF SUFFOLK ROJ E G ROAD SHEET TOTAL DEPARTMENT OF PUBLIC WORKS p 1z ! G N NO NO NO SHEETS ,, o N N f ✓ f N S U L Q C A/ 4 A? E W R M KAMMERER, COMMISSIONER ° 7-65 27 36 40 Y AQP H A N K, NY. G R 27 RIVERH EAD- GREEN PORT ROAD T a Q ( MIDDLE ROAD) SNfO V c/1-/cE �' y ; C�• � Q � ' �•�A� � ��V// L S • G I j � m � , (1 ~ T 0 G4 I O J 1 �� �O G/1-/t U61F l Q, Q k"4 `` O F� 7� V � CLET e#4RNE .5 ! t E + Q Q 4 / Sv/CrE f 41i�y4EL W0d "IV ' , O MENW G •y i A ' l I �C- ��/ PD ySK// JQ S ro e o 'J `l •\ A 'G��f 740 y. Y FQ eco<K ST�44Qr `YgPo oEvYA,P D h cOu� cqQ > O,o� {� irno 0�i \�O� Q' G'O'P4GE L Y'Y F OElY4 f k BL pG ` r C'F 4+ n R' YOBS Q I Ardme W 3 NGoJt 0 zL S,°,e 9Py D JF3T°Ry � O Faq�E Y 0 156 = 160 10 39 0o yO�3E BSO s/ p x, . (n 0 (10 „ r / ✓ d T E 1J 9 P I F L !J V Q 151 6,e 43 5 a jo Q)o' �- ,Z /NV 33 740 156 x p�� E -1 ' O p HA4 5� G U t , _ O f�/yq 5 pwE z Sr°eY A h h h 1 156 k ,,o f46 /e3LB3 o MENT LIIJ a F o o TAKING LINE S 16z �� ` CUT EASE "'E � gyUE p/�r �.� y�� o S b15 T u St10� `•` ,"� 163 0 D V• �' 12° O 3 0 16I !?'60?L F e p /✓6 '''yEHO W °yq,vvr 1658 , 6 c s 10 5N0UtOEQ p, O ' l( U �0"` 'QCO G LAA E t `� Cor Z GINE lV7 i a c' fC13T RDAO t✓NE _- q Z10 15 w5�•'� t/' -�/pA 3 h ` -- b s� v .• ( 1, hm1- plNi' \ A Nw EX/sT QDAO [/.✓E \, 16,15,Q GYM J7u)jp Vtirlu/ , 5NMP NCO w'+n+rry'dkY iv 9io 51104/1DEe Jure • 9 8 430 435 o s s 414 N f04 MnY y,'N'i1�0 ••,00 s A2 ' ,' X34 Nvf•,` wo ✓ z � SM+o �zs - .«. . 11+0 RUGSH o Y'X0• m l Y E e N �6 C 41 17 4 FHMED/AN PAVEMENT EO/ v0 7h�V 4F1MqN BE6NI4 ce 3 REMVE x16TING coNCQTE w� IAN .; 166Q C - £OGE OF EY151' Pdv7 ---- -- G -- - r _ G _G- — 1`Zed uc 9 Gds Md/N 77 - 1,1 32 Y19 -� V ro+< G b hym o rC �f o j INV 3B 40lX/Sfeam L/NE s fX/31' .POAO L/NE GR 4318 � KEMpVE EXlytI1�G CURB o, g AND 5TRucrurzE S " I o PLW E%IbTIW� 15'17 P ITEM NO Z56 .` ¢39 /bA+vr \ F 6 AT epOTH ENDS c [ �- - \ `� /14 T y S c F I E L O L r f v A N A 4 ° L O F L' A4 / LYAt KA6L / Al �¢O ' J O Al N J U L e At 20 It MF w 4 J o 4 M f N r 4AF,Qy vccx Q / D- 'T4' �Q�'4 - / Q�FP`o � BGop„144 [ �P ,N cF &9 , 6y, V,41 -Q f o7 �`` 114 s'6 v syFo V � BEG/N SUGE,PELE't/AT/0.1/ � Q Qu,VVFF 203 2ivEk,6E CROWN /4 PE/Z FT Efilsr SUQFAcE i' -N 117496 69 2',er= ` SSP J A.3 66 R • 4Z7-�00 [ E f f 70 yo rHEOQ 611.40E `k9/ �c4 v C X 50 EDVA� C°``a • M�TING l 1 1k 00 INV op O f 3310 „� M THEO GRADE LINE DATUM 30-00 12.pg -1 66•�� N9t00 N 10100 N /1/00 N11f9669 EXISTING SURFACE PROFILE - "N" LINE SCALE HORIZONTAL f(0=50FT VE MCAL 119-- 10 FT 2ulVOLF Z03 31' REVERSE C20WN�/�4"oEQ FT SUOE�E/LYAT�oN) cv -cn r 61 O d O 50UTNEGYEhIiG/f D3 31 DATUM 3000 m cin m rmi 4t 07 K 0.00 K 1+00 K Z+00 k3-00 K4+00 PROFILE - KENNY ROAD ([[K'[ LINE) EQuauy 434+49 -"K'O-.oO ' TNEOZI-7164L 6FOPE ,------5'>Z,103.31 Z'LT= SCALE: HORIZONTAL- 1" =50' t 1,19% �4Z7400 FX/5T/NG SU FACE X785 vCo43,407 V143 +76 y VERTICAL- 1"=10' QZ9 53 P 574 p , 4 40 foo Eicv __040 4EIE�coQ a 3 R DaT(lM 30 00 M - S rA 41 f I E�y 42 95 V C 257 V C- PV T Q34Z 83o ELE� ESV 5 10100 5 1 J 100 5/zto0 �� PROFILE - "�j" LINE 200' ,�uNOFf ",-VER5E C POWV 1/411 PE,R FOOT SCALE HORIZONTAL IIS! = SOFT PuuoFF10331 oc X9233 __--___--- ------ -=000017/ ___-- _ ___-- _-- _ _ _0._96/ 66EELEV4T/0 -NDPTNEDGEGN VERTICAL TIN = 10FT / -- -----__-- -A'3 NG 711 O 7/CAL 6,e 4,9--' (/L� REMOVE EX/STING co C PAV'T ,QerArnl Ex $r coac Pa v't V INV 38 00 18 ,PCP r w O N O "� a O �► `9 ss INV 35 ZO --� 370 C `O DATUM 3000 427100 4Z8 7'00 431 t00 43Z/00 4337400 434100 4351-00 436/00 437/00 '43B100 4397400 440100 PROFILE - THEORETICAL GRADE LINE SCALE HORIZONTAL I IAT = 50 FT / VEIPICAL' I IN = 10 FT MADE BY &10,P0A N0 DATE -Iun1E 67 CHECKED BY F C VEL502 DATE ✓11/VE 67 TRACED BY OU/Y�E G9 C 0 M PA R E D BY F /0,4DAiV0 DATE JUNE 67 6 PROJECT ROAD 5NEET TOTAL COUNTY OF SUFFOLK r NO NO NO SHEET DEPARTMENT OF PUBLIC WORKS 7-65 27 37 4 R M KAM ME RE R, COMMISSIONER _ YAPHANK, N Y - — EgUALITY„ 57.444441470 C R 27 IZIVE12HEAD— GREENPOQT ROAD F llwlE 5rA 'b"44441470 ( MIDDLE ROAD) (CENTER 101#rOF EX 16 r/NG C0mneETE PAV'r) ¢`5r4 .444114 70 A T E FaQ� ✓ /NE Jv E 5 rJE I V/NE GA--- ✓A'�E pA MOTT X55 1E J D � N A 14 Q$ 2Y Np85oN 5 �UGjUQES rn'j0 APAME N1ATlG 6 v N 6 �aA�Q J a M E S Q O G N085oN MQ QEMpVE EYthT1NG 55.Q C p Nouse A A4 d E G Ey,�ht�NP POa�EO o f OERAtO REMOVE• 0 Z B y Z STOaY h l ITEM µ FaAMF 1-�or,0%E N;3 p�Qti� Nous@ OF G a0 �� tENp 64J��� Q CU?vE OATH . Toweq Z ®aD �1'M" t5'R� Q QQEpE cCEp d-o°5840" o � 0i[£E 2SIA1� E41 S 011E W1;EM l`�0lobv4b Ah o�cc� 0 //1'/v 2 y R= f� 30,�/ o D o ®f'� 168 svPvrE ' LUh� MtiDIAN �To R a'c�oN P,Q��1.EpL,��A6 0 ✓L-/VV /u s T- 977 79'6 . t`Q oD y 1678 Do D 161R FWD F p0 it , Z1a .2 0 h INV 3 f 50 A o h0 ® �� V - 19 " 1b1R , F 155 k FF n" M_ 6 /V 296o GjSA MQ�(E ti h 1 - 5 56' FQAN£ I L c,�� OF GP 36 98 D N �g'�11°"F GP 3366 143 All ` y�A�� a ' 011 TAKING INE 169 T ✓ r ¢`L � I sri*r ill aav IL /1 r,4.1/GE-.vr. m y•:....,..„� �, ... M1 i10 � p 3� I � w� , s>•r`mGa'+1°`l 1'13 n' $, QvC ,,/ 4,✓ a ---- 3J 30 — �'+ o• ., - - Z9 _ '� 0 u ' -•� Q „, 4D8 /0, S N 0 u ExrST f aurc ��31 d0 • pRu,r 7 N k ` '-I 0� F d ,� i fT0 �. b oma,� _447- _ M 'M" 11 �w '� O f R t/� Q�AG ti.YE / .36 70 1�b y, qVT ti GQ 3684 d41 - f ac Ex/sr c°vc A41' 607 ��� 3 /� �J QiL M 4,40 NV 26 30 161 444 �M 7" 5O 4 1 ' J d� - v Ib�°Yo u� ps _ 5 ' `" z, '�+r ,. �, p n'rte � GRA S STK � cE GR 3GZ O iso W 11 44Jr OHD 1 tESUo 439 �� --G G__ o ti }f '� 6(33(.0162 - 6 E"LINE 111 dor s>�M -NVr— -- _ 4y + Yr Q 1 514t _Y� EI ROOD L/NE 64L F � LOC 30 _� _- _ .(} N 3� cam _ _�G •« 6f 3i 70 AC r • , Ex'Sr CcoE Ei 0'�' 450k r �, J6,.,,..."•"" c tL'Sg O �� � ,� 10' S N O U L D E ,Q -- '--- ._ Q.10 h'. 45 �5Z♦ _'---- - -__ � >`yoU<OEQ y v !F 18,p ''s q3pz STORY 171 /QT00106 FQAN£HOU � is2 5TOR o MxO EQ4Ml Q6V5 ' 30 ti3,5Nv2610 ((`l11, OFUF�'s� 171 ,NRr6 rl'N° IM 1!L _ CIPERW HOUSE sq ; 1 1 M i "oo SN£D p1� S M 171 _ 347/ PA 1; FR.4M6 f' °o TAKING Q O O fX/ST ROAD uNE J-- - F!11 EA fR4�lE BAR(/ N G l INE E a D b a o Q _y__ a #" AR HE 110 v'000`� -- BAQU yEMENT LINE 6 0 °° Ae , 15 xa DAF � rNr 31 f0 0 p � � � , I6� FrRE CE[LAe 0 PR O • G57f2A/ STEEL E (4 3G 50 +i TOWED ' 1 SHED G.IQ 1 J Aoma., oo r� - '�. _• p 4 to O GAS vuHv u NOTE GA5 AIN NOT KNOWN � � � o o T EQ e E r ti'ausE '* CU MENT 1��yye� a r E0A LY UT IN Rfly AREA PQ h E Fa ✓ ' > °F X ME.5 ✓ D D/v,4 H u E X I�JTy B D 6 \ N 8 0 0 o 64,e t C7h h l L U L T (� ti M E N T W W p v Q �b 5f Loi 4 T E O osao F /£L D N ° MarccL - _ I ZINE 411C/lEk,5 LANE" DO A14 HUE I ti + �UQVE DA fA J ANASTA$/ M A �, � OO//AHUE fJ y S 3 r) Z YG MUND ✓ HEL/,v5/C/ 1 00 j 1 MIP/E d NEL/N3C'/ I t'^ c Oaanov CA E W/(.FRED ✓E20ME CON"y/ THOMAS AQry//Q CONly9/ (y /LL ` z D; 909 B 6 �,r 4A� BF v✓ah/t� Co v�aa y Iz N O r= 8 g 5(; �� /��7 57 M Ov - i o n 240 DO 17 5 u � I � 310 f',45Gf/ALT GUTTEQ 9 k 15 Br,,em ZS V � tip 31 5 e �A4/E NOTE GRADE FENCE CURB yO THAT AQEA BETWEEN FENCE AND PAVEMENT ELOPE TOWAQD PAVEMENT �j 1 1 O � 176 .. � sLovE/,N2 E RECHA QGE BAy�N NO 5 T A 159 /4V z5 00 INV 24 L C J (Avnr62 1560 1 NV 1 60 1� "V 12 So 1fr� e Ox� I j, /U—O7E•FIOh/1/rVE FD.P I /Nv,s ®r75 PLACE D&EN CONC RIP PAP W p�nES CAST/NG TYPE C" 'j`xr 11'# C-1 9 60) A6 WICT P BY E 61NEfQ aox TOB�pfTE,,Pryl/NEp ° 0�� � o /iVT�/E ClESD 3zLF �" _ _ � Lf 36 RC° at yo�t� SEE PQ0 HEFT N0. 38 �l nF TE F I L. 5 T� 1 KTP E O ,t o� BOTTOM ELEV 1000 • , 15, 3 0 1 v 41 CHAIN LINk' FENCE p ('NIGH w 1 ° StOPo�� W N ly � M P Ea ORN AY IZA ¢, pSP�p�t 6 + zd >! MADE BY F J G/oQDANO DATE -11 67 CHECKED BY FC VOL SoQ DATE ✓UNE 67 TRACED BY 110,g,04,V-7Rell,,se,- DATE r,1U Z_ 69 h ah � F'J G/ol?�ANO DATE JUNE 6� �, zf0 00,COMPARED SY �' u CNAI,V!/Ne FFNCE 64TE .tiKr, •+v..• COUNTY OF SUFFOLK PROJECT ROAD SHEET TOTAL DEPARTMENT OF PUBLIC WORKS 57A C0+g7 NO NO NO SHEETS R M KAMMERER, COMMISSIONER - PEIFv'3194 r1NG YAPHANK� NY vE ;50 X15 Nr 7-65 27 38 40 1& pavEME cOQQ=�O' C R 27 RIVEVHEAD-GQEENPORT ROAD - (MIDDLE ROAD) rNEOIIETICAL 6240E LIVE IL 0810 _/85/ /0 68 r, EX�5riN0 SuaFAcE 4 S n c jt . DATUM 20.00 � � � N Como 450 +60 "C-1;00 "C"zt00 C"3/'00 C4400 C`5400 &4358159-1 PROF ! LE - CARROLL AVENUE SCALE HORIZONTAL 11N =50FT 1I (t`�, 001 VERTICAL 1 iN = 10FT r r / V fi07 3 RUNOFF = ,7041 y .44 r;,1/!)-- 7 - NlVlrr,4W1/ Pji,� f ,5///YPf!£l/!1T/ON) �- � � v j f D 30°o TyEO,QET1l,4L G,PgOE L/d/E -- - - 3_ - — -—, ,,,,_ -- —1•,f—_ lB'__ 3 157L f I -'--fQIIQL ITY= 415140 16'L T- Al07'00 1 I——— —— —— -3��� kWOFF I I I I — — Z 4 Q C p—— — /NV 3310 Nv V 60 I I —-- — — —-- — — ( INV 1800 ( /M✓1910 /N✓79 j/I N I;ir---- z4• ZZ1 L F• Ex/�ITM QFACE - - DATUM'ZD 0D ti M m N N /NV 1140ti H N H N H �' K �� h +1 n uj r9 n t\ 4/o foo 411/'00 41Z-100 413/'00 414/0 0 415/'00 Al 1400 Al 2 400 N 3 too Al 4/'00 Al 5 7'00 N 600 N7'14,9 N-9100 (/ /0/00 N0�00 PROFILE - THEORETICAL GQADE LINE - WEST50UND PAVEMENT 0 R " N'' LINE SCALE HOV17ONTAL 1 W = 50 FT, VERTICAL 1 IN = 10 FT; E � t0 D �CEV_200' + OQQ;fi7 Zy' 0 QUNOFf Z00' S 5� 9 PrVE,PSE CWWAI 1114"O£P FT ','36IOE2ELEV4TiDN",50UTf/ EDGE N/GH N f \ 4119/' ' w 0 30/ Ty00QET/CAL G,PgOE L/NE - I 'J I I -EQUALITY= 415;40 /6',PT_,6 0" 00 I /N✓ 33 70 i F:,E'FC7P777CP/ 196 LCIA W7550 tj� a� o o /NV 2490 0 a o N `� a N • O co N �} h N M M N 7'h 7'V N 1NV 23 40 y'7. /NV 2140 d M "� Q O N N h Rl a P4rUM_7400 ti N ti N �+ G i ti N N N N � � M 4/OfoO 4>1f00 412/'00 413/'00 4/4-100 415f00e s 1/'00 9 Z-/00 53 00 54;00 56;00 5 7/00 597'00 L5 9 00 S 10/'00 50/'00 PROFILE - THEORETICAL GRADE LINE - EWDOUND PAVEMENT OR 'V. IINE 01ALE HORIZONTAL 1 IW= 50 FT VERTICAL : IIN = 10 FT REVE+PSE C,P0a1,V /4'',oTP FO°T SUFE,PELEI/AT/ON EUPE,PELEVAT/ON' RU•VO/T 200" IVO,PTH EDGE N/GH ,44 X 33 EQUIJL/TY ECFV 3338 (�ST,4444f1470 VC 55 25' ,?Q�1 ' = E"444-1/4 70------------ ��0^617 (CENTS,?✓D%�/T Of E�'/,5T/,UG!OA/CQETE • a r oAVEMENT� I TNE02ET/C,4L 6,PADEL11(v1Y- j r f O d6 Ex/sTiNG 5u,eF cE —- ✓0/Nl OF EX/5T/AUG -1,1F�B�cP — — Cor�cP�TE �A E�G/E.t/T A106:-0:4 _ _ ,--- --- --- --- — Flo >B PC — — NI13110 /HV3000 " � /� I 447' ,- 30QC,� ---a — --a Z64LF _�° .:..—.- -ti `h `� o rn INV 3z f0 =110 25 00 ``� `ti m L — M `Y f0 c c M m 439/'00 439/'00 440-100 441400 /NV 2610 �^" ,NV2�3o44Z,�00 443-100 444 400 > E 445/'00 E 446X00 E447/'00 E449f00 E4,4 -100 E450-100 E 451 400 E43Zl00 E4-�3-16)0 E4$4f00 PROFILE - THEORETICAL HAVE LINE "E" LINE ( CENTER JOINT OF EXISTING CONCRETE PAVEMENT) SCALE­ HORIZONTAL 1 IN = 50 FT VERTICAL- 11N.= 10FT TVI STA Tz 0450 - E�Ev 5 019 Cora=50 0Q HEFT ' � EXj5rlN� PA�EM� • EQUAL/TY -Z 08 THEO PETicaL G 2ADE LANE 4414-37= /4D EX15T/N0 5UQF4CE NO IN, h `h h ao n oATUM aoo �LL Z ow;» 1zf r 1*00 Z2;00 PROFILE - TUCKERS LANE (OOUTH) SCALE HORIZONTAL 1 IN = SOFT MADE BY F J G/O,PDQNO DATE ,16INk' 67 VERTICAL' I IN = 10FT CHECKED BY F C VELsO,e _—DATE llUtiE 67 TRACED BY °�,HAv - � —DATE JUNE 69 COM PA RE D BY F J 0,P0.9NU DATE JUNE 67 + PROJECT ROAD SHEET TOTAL COUNTY OF SUFFOLK - i NO NO NO SHEETS DEPARTMENT OF PUBLIC WORKS R M KAMMERER, COMMISSIONER O r 7-65 27 39 40 YA P HANK, NY p 141 O�'�• /� / C R 27 RIVERHEAD -GREEN PORT ROAD G ( MIDDLE ROAD) Q D_0° 30 00' V� Z_ 11,45!9. ' T_ 9778' ��Q gAUA9 E GUEST o 4-- /95 56/ ' V " Q � C/NE ERS CO OOEQaT/Vt� /NC Q V.A OAST GROG y . END6 T 1 H E N R Y J E N Al / Al 6 .5 OA/E STORY WSOA/R✓ 6206 t I _ Q 1 sR n 6AR pNE 5T04✓ \.\� c G,QAME y��Q�' "VMFQit° 14" o D L M 0 ! Q T t . a t o t�3 gPh� Q,RE R � F ° h TAKING LIE �• L�'� CISTEKN�c <, �paurt �t 5 Y FxlST RoAO L/VE nrE QEr c0 — EX sT 2040 [/uE 7 NV 6 / `V' �TD�It [EIAININ� WALL. `VDT �b Fxlsr f[vE Tow SNOd[OEQ o CD1/STQUCT f0' SNOUGOETZ 0 0 fDG[c�iN�T Foy-.�. - E;�54 E L/NE f- 5b E 457 CA FDG,OF/Y,ST�Ivl./YT E4 �'; "E 4 "E 460 E"�b1 E'46Z E4b3 457 45AK, w i-, h y 5 ! sTK 460 46/ 46Z 963 j [B ; coonUcT 10' 5HOULDER _ _ -- - — Fx,sT eaoo u vE IRE i^ N 540 2r 4g.,E/ o �;,, DETAIN I T NG CONCRETE PAVEMENT F��ST eOAO L/NE \n' a THIN6 LINE ;7 r ,e ;�� v —t- CUT EAyEMENT LIN -�— q°° r / v A T E o r ! E o zti yy 114- pFf h1x o ;. cp PAVE 0 DIRECTED TO MEET EOTING A PAVEMENT , aEQU,JZITy ------ 460 f zZ A1/Z,1/EP ✓ETON,.- CO AY, 711004.5 4,-rllV e -"W.4Y W/26140 86'N✓40/N CONWXY I , , F h W O k ' , O DATUM 3000 h Ni- d V d Q a a I 56400 NN.37v0 h3Z400 //A�/f-/oo 125 H5H50 t00� N5 ff00 hl-4100 //53,00 ,154,00 Xy ^�jPROFILENORTON LANE VEM SCALE HORIZONTAL 110 = 50 FT VERTICAL 11q = 1 0 FT , T!lEO, 'F7-X4Z 6,,,40E 1086 % CENTER ✓O/NT OF E ST/NG CONC ETE P,4PT10 AVT N o N _ O ►� ao N `fl o \o rn n N o O ` \ N n1 M M M n1 n1 M Q OATUM'30.00 M Cr d a a a' <r a � a ! Q � E 45Z400 145-3100 E 459 00 E 455-/00 E 456,00 E457t00 E 458,00 f 4591,00 E460f00 E 461100 E 46Zf00 PROFILE - "E"LINE ( CENTER JOINT OF EXISTING CONCRETE PAVEMENT SCALE HOKIZONTAL I IN = 50 FT VERTICAL 114 = 10 FT r t � k i a i F r y I t , 1 I y a MADE' BY F ✓ 610'e"A"o DATE JUNE 4 67 CHECKED BY FC �E�So2 ` DATE ✓UNE 67 TRACED 8Y T7��� - OyQt✓Q DATE JU/VE 6 9 COMPARED BY F(J G/ORDRNO DATE ✓UNE 69 t � ' r c r Ir _3 3879_1' (10 Ga) , E - 3 357?, " (I Z CGa) AST M DtsiC7 A7 STQLSCTUQAL STEtL (50 - 1 E _ 3/411 I REVI5ED B-Z5-66, MALL BARQIER GUIDE RAIL TERMIMAL DETAIL5 REVISED. t I 17/s2" GO L6 NEW OU DE12OLLED ?7 /Z"± D1230 Lb QELAYEl2 T-QAIL \.F6EAM GUIDE RAILINGpOSr G"X6'�IS 5A` 6"x4"Q 8'/z*AJoIST � 12'/i'L A p S1=cT �_....� 3/a� � 8/8� #8 GAGE= WIQE Tl E5®IZ"C C I Io - -- -- CID` I I 13/16'DIA 110L� 4 O MIN Z, 4'/4' 4'/4 ' 1 I + /8 � 7�g ;i a W H E:QE P0551 t3LE 1 n1 NOTA _ f - •TOPS OF ALL POSTS SMALL BE. SAW1=D i -- - - - - - — - ►---------- -- �," E POST P)OLT SLOTS ALL F�UQRSCAUSI=D bY SAWING �AC� o� GUIDE RAIL _6' t1ALL DE GAQ�FULLY QE.t"IOV�D' 4 AS PER TYPICAL S1=GTtON "� rnAFF ION OF ' r I • GU I DE RA I LI N G • ' Q --` • -CCC:.. 13/WDIA hoLE 1 t =N "/6'DIA.HOLE DCIILLEDOQpUNCtiEb DoLLEDORPUUCIIED -� d I I, I �- --- - I I ,I � 1 1 I � I FACT= OF MALL 6At?RIEIZ DIRECTION OF C I _ _ _-_ i -- __- ` 4'-o MIw A5 PER TYPICAL 5eCTIOt�1 TVA♦=FIC N I'I I'I I I' -- -- -- - } _ --- F WHERE POSSIBLE -- _ --_ 6 _---- -- -- II I'/ I I1/4" ►I I I " islie, t --------_ ------ ---- ---- - - --- -- - - ------- ----- _� I �6DIA �I�'DIA I --^ f---- --- , -,- 4-O MIN I � IIs` I tl CtOL1 I1OL� • 6 + WNEREGOSSIBLE t 11 DIRECTION OF FACE OF MALL DAQRIER I I ►I I I TRAFFIC: AS PER TYPICAL SECTION --- --_- - cid _ `• ; I I; I', DAQs To bt 1NTr=Qnt=DIATEGQADe A S T M DEslc� Ao •MALL bARRItR • v��? Mn 11 II I� . - � GUIDE QAILING• tl It II _ -. TEQMINAL SLCTI OI�I • 11 ii ;I ��- - - -_' I i TEQM I NAL DETA I L S I I .- - -- , RIOT To b1= USED UNLESS SPECIFICALLY APPOOVED ICY THE I I If t , I ► ' I F I I • CHIEF tWCz1MEE2 I I to 11 �I L 1---- , L I 1?-'- 6 a" 11 rl 11 I I 1,1>s" I 1 1 I ' =gyp POST P�OLT -SLOTS 3/q,"X 2'/Z"To 3'/Z" SEE DETAILS AT POSTS , p I ��; - SYME-1121CAt—ABOyT_ - 1 11 --- - ------ - ---- N - j 1 �� F A— I ---J 1' L11 — Io I I ✓ I I In/ ea i --�/y-_— � tG ^15/6'1 - I��`` I ✓ - �; M j 1 _ , I I I I I I LAP VEQT PJAQS - II II I 4O DIAMETERS, GQOUND SUQFAC{= zz�z ,i l N =� -y- jl �; li I I I I LAP ToD>_f1ADE O h II ISI L I I f_XPOSED ' • GUIDE QAILING OQ MAL bAQQI - -- - -- - i i ii I I I L Q. — i1 t -- - -- I I i Ttt{= OST 2" 4'/4' 4'/4 - TYPICAL LL�VATION • - 11 1 II 00 SPLICE P OLT SLOTS �if Iz.Q QAIL � C)LAM - 6c) 8'/2"M WOOD CONCQET z- _____ � (ZA I L. D�ETA I L • � � � • - - PO ST D�TAI LS• 1 I --- GQOUND SUQFACe - �% ', 11 a I t " s I AST M DESIG A7 STOUCTUDAL STEEL 1 IZ/z LAP SECT 1 I "/1�DIAMEXQ DOLT HOLE IN TOP ICD SIDE VHEN THE I YPI CA L TQAN SVtQSL S�ECTICIN — GUIDE. QAILING • N • , POSIT ON SHOWNPOST USTIIE DESPECTIVI✓ 1 M ��,,6`Iw ko j 1 I PLAID VIEW5•• FOQ MALL IDAQEIIEQ' - 1 I TWO REQUIQI=D• • FOQ GU1D�. Z I 12AILING- ONE QEQUIQED•- 1 BOLT HOLE \ GUIDE QAILING ON RIGHT # I Id 1 o 11 !r [Si=t IJOTEDELOW• ' - - Q' 211 $'/z" 1 /00 /� `p l;, DIQECTION Of- MALL bAQC21fQ._• TQAFI=IG • _[2A1 L �L�MtNT „ , BEAM SIDE- 4 - ' ---- a �I , I __ i GUIDE QAILING SC POST• 11 ' lCOUWTY OfSUffoL �, 1 I ', � DI QECT►ON C3F TQAff IG i I I I -- , ( ��� WT. - 8.5 1'E/FT � 1 1/8 fly if - 11/4" \d II' P L A I`I VI �.�✓ ' Of-ofi1 �� STATSNEW Y \../DOD, COMIC ,0112 'S" Q Q DA L, VF OR TDAFFIG �L�V' VIEW' S S�CTIOt\l' I� AT IN�TfIZMEDIATE POSTS --- GUIDE QAILING `C� OC2 Sh ON MALL DAQRIEQ_) 0\\ f , IS 11 � • RE�i=SS 8 �i= P fC ,16 DIA. DaL Df 1)A 12T M L W T Of PUDLIC o Q L/.T1'IOLES 5 Tl=Q1"►INALSECTION TYPICAL LLtVAT10Q - AtL ' I —— 5 FIs I WASf1�C2 HEX NUT- / C br:am - Typ� 5/8X'/8 OVAL SH0ULDED. 5/8"X1/8 (DvAL5HOULD�Q, ("MIN r •1v / , ., MALLDA12DILD...0-6 . \ IIII�IIIII II I , N ►'�, I NOT1=. II I I ��IIII�IIIIII III`IIIIII�IIII —�– rnN 33s�Z" Z e/2 6Q WhLH GUIDE12AILINa IS To LEST of TQAP IC T[It DOLT 11OLL SHALL DL- OPP6SITE HAND 120 QAI L,,S I'/ U --_\ ` ' .w.I -777-- 0 oR VF DIQECTI)M Or- :.�_� 41616 _ „ WOOD ►2%z" LAP SECT 6'le TQAf PIC 6" I 1 I�' I 012 COLIC. 6 b 8'/2 , SL \A/00D,CONC OQ Q Q QA(LtVOQ SH OM MALL bQRQIEQ_) t ' GUIDE. NAILING-• j1 ►, 14 t p.� MALL bADQII�Q• Sh POST' mm - GUI D� QA I LI N Cz OQ MALL LJAI2Q I IrQ AT `�.fJ D POST • POST BOLT S PL I Ca BOLT' T�C2M I IJAL S .CT 10Q • I _ L ADPROuED I �R�� � ', IRA 1 DATE 12,q.-O. APPPOV�D �' -'�-� DAT L, AP/.7: .�•�' WT• 5 .5 1 - � _ I ��r Iry�t. 's. ASI a T s(1 N A �'J R • c►-I���t �I u t'-c Q Q . M. I!AM M ER _PL - COMM / TYpI CAL. 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