Loading...
HomeMy WebLinkAbout1988 - (#130) Plan & Sections US 1 Intersection ImprovementsO �t1EST �w 120 E•A5T ,Q,/H/ Q P 28� 2¢� SWAGE 2- l2' ?2AVEL LANES LT TURN LANE TQAVEL LA".- T2AVEL LANE l2T. T(1RN LANE GRASSED SYLO,2. C7RAS6ED SFIOUL.DEZ SOU i HBOUNp) UE (1vORT BOUND% Ems-jlt. IG� Q / t , v VAR I C-6 Q \ r V J New PVM T. j MATCH EX/ST PVMT. SLOPE TYPE S-L A5P/( CONC. Exr57. SaaaLE • . "��, t /2" L/MEROCK BASE COA-4)- ICTEU TO 985", MAX. OeY DE/V5/7-Y , M/N LB2 40 / 8ii STAB/L✓ZED SU•BG.PAOE (PE,� A/iSHTO 7--/80) COMPACTED TO 98 % MAX / O.eY OE./VS/7•Y (�PE,e AA5,770 T-/BO) SECT /ON A -A CLOdKanll� l�lo2TN� /VV- I OEit/OTES F/ELO /rVFoi'f.9T/D.t/ OF�2 670 E EX/5T. AsPNA�T � CDne Cr GON5T2UGT NEW MEDIAN T2AFF/�: GALE , /" = io' 14OR /" = S' V,5-7- G�-:PA247'0,e WI &II C•O/\/C. CU2B . qqK iser.¢`r. ' ( PP O fl4 t'f/oLE O x3 (yLNOMT ' 'd M� G �(__ ��� ✓ lQ ��1.__ ¢r of/B G i—J -0P= /o,/o 7 r \ i SCANNED AS SUBM I17ED �rB DEiI/OTES i9S-Bl//LT GiPAOES 7R4N5/7/01\1 TO MATGH EXt57/ntGr. � t YPE p`•CArG.vB.4.S�,v i Y, r/ 1.4TC�f EL E/i O.r E.Y/sT P' .., w U z w z 200 ` STORAGE O W Z U) > z Q ZAI /s SLG.e6'Slf/.4E Ta T,S�E.Sal�Tifi �p�5 N O\ o o Z O a - - ---� Q W � �� s�T To TiyE E .Y/ST/it/G STD GU<h2D/24/ L REGRADE SOD Sll64LE p� > Ct/LYE.PT /�t/YE TS (A/. VJ 1) O CATcs C33.9s�iV _ I) row=ia.,z3 I'P �� ro.� .itiNi� _893 PP V RU(CrRAOE AAJ0 S© 5W4LE5 °' f D 11mv._ �X/ST/NCx EXi37 ST ELEK = /O.S3� IVAL�II /.f/Y.: 8 %3 O �,yzF �' sw.���r D,�, t/EW�� � � n x¢ 'X1 `Gi'lF d -2 S OF h G �� � D N ' �• N To.0 a/p 29 0 Tao = y 89 Fi�LO Y� P/FY sizE y 6'• 7.3 Q � �t� oG �, N wN l-cE ST1�z�aE EX/5T. E/PptA Q, S . 12. 5 U. S 1 N � 11 �0 ���� 57oP B42 � W/�t7E SfittFE tt i f 4'/ 50L10 YELLOW STierPE 5O UT H 80 UN D N 1/E EX/ST. MED/AN EX/5T. E�P AN COI�/C• C.L122�3 P - -- — a� 1 I��1 M . P. 17.0 35 -- V l b, AIM . - uj y SOL/D YELLOW STIzlPE �l Q D/5TaA1GB To 4Z 4 G X /O W N/TE SKlP ST,e/PE "} � X? MEDIA EXIST E P � �1-F�i� r3�=939.98' l�jzjy �, ,J ,ki vv ( \ Z¢`t tit/,//TE �0 O157AAtGE To ! v' W TAPER �� 260 STOr2AGE STDO 84,2 NEXT MEO/aN � � Z �fltti `t4�>,vlo' M_ s�IR = a Df _ l` NOQ H50UND V 1 4'1 x/o wH/rE �T �r ¢ souo �� ♦ �' /4s' t�F? SKIP ST2/PE 7 OG fL1 W117E S7R/PE 1 �"7j 2 N EX/,�57 E1P ii fib{ 'o N lbw,UJ h 4 SOL/D W�4rTE STazIPE L �'�`�IGa ► 2 k�j CONST2UCT NEW v , �r RA0/616 � NEW CGWC 250' ST02AC�E CU,2B . "54TCH EX/5T. _-- _ f o�►f EX/5? 5720P FT. �qNC H vwA Z4" wH/TE STD. G(/92D,2A/L 570P F3A/-� t'N" /.G W cr- lows Lli Sh,4DFD .9Rf.4S /il/O/C9T� A , PROPOSED TZ4FFIC LIGHT PEOA41 TTt"D SEPAkATELY BY FDOT PEfM/T /VO• S- 88 - 297 - Sro. 1ZEFEiQ TO INSTALLATION NOTE: SF-E Ski2t-T 2 of 2 'u DRAWING', PR,6PA1ZE0 BY /. R.C. TRAFFIC Fob c�eNER4.t_ rioT$S . ENGINEERING FOR OoffU LS ` Q 40' 40' IL 6Z4i-S o SNOULG><A-1 T!-rRU LANE LEFT TU Al t7WFFrG TH,2U- LANE GP/aSSED S<�UULDE2 _ s6PARA7'09 G.13 . RT TL)ZV LANE LA^JE FAcE To (WESTBOUND) r tr TiPAFF/C GiPATE J z FAcE OF CURB 5 G" GoivG. Cu f LOCATION MAP EXl7/N!! PAVE7vfENT es9 EXY /AiJT . : 84E NEW P,4Vt,161 SkAi-L H..4VE 8" STAB/LiZED SUBcCs70E lo" �\ — L /MEROC K SA6E COA4PA6 7750 TO 96 '/. MAX DAY DEn✓S/ TY M/^/ LBte AO, W//" T/PE 9-1 A5P14AI-TIC GONC. (M/N.) SECT/ON 8-3 (Se -HUMAN 9,'VV6) m ICU LOCAT 11 rc pry L flit Scs�Lc : _ .O' NOR. ,,, = S. : �,¢T - - �/ � C � . `V.► �:•_ 0 NOrrE : ELEVATION—. St -OWN t2EFER 70 N.0,V P, t929 D,4TJW) 13t, -4 H MA12k - G � 43 S D l Stc D- 200 LCCA 78' I\! , C or- CENTS k OF C 2OSt;�-INCa OF 5CrtUMaN PIZ, FAT TR��C,K. OF F, E..C. 2� � , �8, 2' T OF EAS-r �I L OF SEr+ef►T1/�1N r� H 1CsHLNNDa WABAS' CA rplo a� 6WE5T) /20' (EAST) (4) w Z_ J v d /&/ /Z' //' // / / / 124i Cze4--,✓ED 9HOUZZL49 QT. TUfZN [1�.nJE 772AV6L LANE 7?A0�L LANE LT TOeV LANE � j VARIE5 (SGYI BOUND % VEL LANES (No 27t/BdUNO� NEW, W. PVM7' NEw I 1 2<0� GP�9�,D 6HOULDE+2 A7'--g EX/5T. SLOPE E S-I <15PNALT MATGN 2" %YPE S-I ASf3VW7-rW761-/,�1XI&T, SLOPE) _. (1 EX/STING P,41vEMENT � s EX / S7- PliiYl T . BASE lI -- 8ST481L/ZED SUBG.CADE BASE COMP,4cTElO J11 8" STaBr�/ZGs� SUBc> t COM,,4�cTED TO 98 % M IX TO 98 % A4,IX DZY DENS/7Y, MIN C04410,4,�f7lEv TeD ?8 olo N1.AX D,2Y DENS/ T Y (PE2 ,AASNTO L BR 40 PER AASyTO T- /BOJ PRY 069V517Y C1i!Y2 At15HTo T- /80�. SECTION C -C (LDoKnv& NczrH) SCALE : 1"= /0/ HOTL. I"= S' VErL"T. il/OTE.' lOr� />E,,V0 71-0A1 OF 7/ZO/B8 4AS - ffzmz T G�PA pES N 200 67'0,2ACsE a 300 TAPE2 1 C 44 y R/W i \ O PP — � `�"."�' - -- MA1NTA1A1 EXI677N& ORAIIvAGE - ----- NOT,2 E 6 - GRACE SC-eLD�i/`44L� � �FC,Q{rS{ W/T,�/1N� 2 WToSJj 1 501-/0 \"4r'� 6791PE EXIST ElP SOUTHaOUND O 11-j 4"-,:: �:: ( Jt7 �1 N � 4-!� e/P 04v� S P +' `k4A 4" SOL/O yE[1Ow ST2/PE 11.0 - NORTHBOUND zso� SToeavE b SKIP STIZ/(�E �tT �-��USI 4" 50L/D W/1/TE 57R/PE ,ti.;�� — EXIST E�/Piq e -;,-� Ay X\ .41 C �-► NOTE - EL.E\/ATIONZ:, REFE2 TO N Ca.\/ CD. (1g29 L�TUMi 5EI,4C-JHMA;2.K. - G US DiS►c D-Zo0 �OCAiL-L: 78' N . E . OF CEN , E!2 OF C.Q0�1_a1NQ OF CHI>Mf N Dl I \,/ E ep.ST i - OF F E.. G Rlt 28. Z' EA OF Eb,-57 240 t_ Or- 7P-4N.CiC . f4'1 =L."=UE (5� G X10 6,I' 5T2/PE 2?O TAP R 01K> T ., - T2AN51 T10N TO EX167*11,1G MED1A/,/ WIDTH ELEV4r1oV BEYOIVCONST LIA-41TS i GENERAL NOTES 1. TOPOGRAPHIC INFORMATION PREPARED BY JAMES A. FOWLER LAND SURVEYING, INC. DATED M,&2Ct4 Cv, 1987. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1986. 3. ALL GRASSED AREAS DISTURBED DURING CONS`I°RUCTION SHALL BE SEEDED 4 MULCHED. 4. ALL PAVEMENT MARKINGS SHALL COMPLY WITH FDOT IN 17346. 5. GUARDRAIL CONSTRUCTION SHALL BE IN ACCORDANCE W INDEX NO. 400. 6. GUARDRAIL AND CONCRETE TRAFFIC SIGNAL POLES PER PREPARED BY INDIAN RIVER COUNTY TRAFFIC ENGINES DATED APRIL 1986, APPROVED UNDER FDOT PERMIT W 88-297-86, DATED NOVEMBER 12, 1986. 1� f b CO_JQJQ''�� 00 0� LL cl O Z w Z Z .w !Ieiw u i m to Q w !- Q I O 0 U is m U Z .e w ° ° m w o, N w Q N uw U w C) Z-� w irm z� 00 w Z -J Vl w LL a' U) ~ Q U In = Q 0 m w Z rn m z U O Q 0 ir w m U) O 1 M I z W tl) � Z W O > cr- U a' W � Cl) i O d5 Z _O Z Q U W _j CL W Z W o _> ® o Z LL Q r U m LLI 05 `+- 0