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1993 - (SW Office) Intersection Signing & Pavement Marking Plans
IS rL N �P 1� N -,, T j� ip ANIII \ \ (XT- ;�L �L ' P AV TJr INDEX OF SIGNING AND PAVEMENT PARKING PLANS GOV` P\�iiJG SPE CIRCATIONS STATE OF . r i�ORiDA, DEPARTMENT OF TRANSPOR F:�i ION 51 �,vC-'tP D SPECIFICATIONS DATED 1991 ADD SUPPI_Et TENTS T �` ! �?� TF iER,.._TO 'IF NO ► ED IN , I��_ SPECIAI-_ PI O -i i\.fIV. ----- FOR. TINSpp o� cT -_ KE`� siji E L r S'— 2 r�n } -- _�1 � *.,!-7-�-`.. r � T•. " l—,"'ON l/F � t,.+AI V � i�'�E.J.ill.7i �li'�lJ �ll�� f r, 4 i.._i�i�.i V { 1V�AR, \IN`J'�� i ��xi5+...� .. APPROVED B i s -Z ^ �; I f'\ N .i r\i (~ I"1 N[) P A V F. I•�l i F r IN Yr Iw'A A 1 0 K i N l.i h L A I V, S DATE: S SI�;i fi G t�ti� P ,v -_;v1F.,�I-F v AR' )t.11G Pt A�•JS ROSELAND RC�Av � ,� t ^ , rti � •• ; I i- r--' *, T r '' �' r t � 1 J^ � ., A R E E T -- I C� i I' iNG A�`1v t A V M�.I � I fr'JtARKIiJt� I ,_-Ai S B RB R ST o! ' tiG A��� �,�� r �l ��, r! E�j"ir�IG STREET -- ► i ��tiYli 'D I .', �r E;��F: ! i i���/-.RKI G PLANS t-� lMh , C 112 � !, �• ; , ; n. i A P } ,'.. ��1 A , 'E � '' E ! t � A � ! , j� (�, �., A * r J(j ;, DRIVE S _.— 1 / �l i Li I' I! \i V t.:� j `4 f�j I / l V , i �`� _ i ! l%i A l K I I V V l .L._ A N ..� W{ I� I B R O V�J - �- /-,, t�,(� .I.Ji. r'! `'%r-,V, A'�l�T wiARl�iivG PL.i �S EASY STREET DEL �;I� i �f�!G A! �D �JAtYr__f�iE i I M R i_A I G I`'.S WARE AVE rJtJE_ GOT ROADWAY AND Tj?nFRC DESIGN J i r-\Iw ,• D '�.Ai�'DS i BOOKL-ET DATED JAWARY 1990) V i p RE ISIONS IIVU� %. t`�Q. 'i I�` rti � �' 1 �'P"•;'t- ^ �`f�� {� j� i — J ' J I V I V i I ? lJ v __ (. I✓ i � i i i.,` i --1 r i .6n _ --- =---- -- -- i E I� i s �i C _ ry L 1 r i C O R L� I3C2 i 55 DA, E_ BY I DL_SC ?jr jv 1 " 1.�56 i —!)J 4-r j j 11r _ 6 I! ii • i+ I i �j i 1 i • i III I ; ow A KImba#oLloyd, ENGINEERS . ARCHITECTS ! SURVEYORS 1835 20fh STREET VERO BEACH, FLORIDA PHONE (407) 562-4112 FAX (407) 778-8836 ..e r t• � • r . � .. a •. ... .., .' , � f . . ,. . . ., .. • ., ..:. , � x J a r r r -2. , ry ,. a , v + • , _ • , s - r ,Y •� i _ • _ : _ n , : O'ENERAL NOTEO 1. FOR SIGN DETAILS. ET LS, REFER T0, THE; MANUAL ON STANDARD HIGHWAY SIGNS PUBLISHED BY U.S: DEPT. OF TRANSPORTATION -HIGHWAY': 'FEDERAL ADMINISTRATION,' H Y AOMI , 2 ., C ' q TI0 H U _ CAUTION S 0 LD': BE EXERCISED"WHILE. � RELOCATING EXISTING SIGNS__ TO PREVENT UNNECESSARY DAM -AGE. TO SIGN 1F , SIGNS ARE DAM AGED'l.. BE -POND USE SIGNS • S SHALL. BE REPLACE BY'' THE CONTRACTOR AT HIS EXPENSE. ,w 3.a : ALL PAVEMENT MARKINGS A RE TO BE THERMOPLASTIC.,- 4. IT -1 EM 700--82 THE F A L SHING BEACON IS TO BE MOUNTED WITHIN THE FTP-33 SIGN PANEL. REFER • TO INDEX 17344 5 ,• _. _.; :... ' _ .. '' , 6 & 6 .0 6. SIGNS FTP 33f- &FTP 34 R -T W A E 0 BE IRE MOUNTED WITH TWO POINT - TYPE: A ATTACHMENTS.. - , : REF N ER TO INDEX. N0: 17356 2= .OF 2. F • + 1 T M 00-- =- E 7 82,.1 IS TO INCLUDE THE FLASHING BEACONS, AND.''ALL NECESSARY HARDWARE FOR MOUNTING, a ..t OF SIGNS. _ 5 . : 6 41- --- ITEM 15 42. STRAIN POLE ;`ATTACHMENT FOR THE SPAN WIRE MOUNTED SIGNS IS TO BE IN ACCORDANCE WITH INDEX : NO..17727 2 OF 2. � .. , 'L ITEM, 64 .15 42 IS TO INCLUDE..THE .SP:AN WIRE MESSENGER.,WIRE SIGNA CA , CABLE,* FLASHER UNITS AND ELECTRIC SERVICE. -y , _ , _ : , -1835 loth STREET DRAWING No. VERO BEACH S_2 '.n-•. ' • .:, _DRAWN DESIGNED OTC -:..., D C ' T CHECKED W R W. . , JOB NO..: 87-065 5 INDIAN .'RIVER UN V ,;- ER COUNTY .CORRIDOR IMPROVEMENTS C. R. 512 -.° .. - V s' �d )CIm-b �I Llo' C PAVEMENT M &, SIGl�INGIn . .: .. :; ... DATESCALE 1 93 AS NOTED APP ROVED R.W.W.. FILE NAME A E SUM -SIGN aARKINGS .. , (�� } j �` _._ GEN A 0 � E R L N TES &TABU A TI 0 F QUANTITIES L, 1 V O Q V J`1 I V TI TI E. ). • EOF PHO N � 407 5 FAx 407 �7s-8s3s SHEET 2 14 Q o EN62-4112 • • ENGINEERS ARCHITECTS SURVEYORS REVISION PATE _' DESCRIPTION t3Y r. , i =- 4" WHITE EDGE LINE 66+00 67+00 68+00 i I i I I R2-5o 700-1-12 10' Or 4" WHITE LINE W/ A 30' SKIS' MD/C RPM'S 0 40' O.C. 10' , 15' 1 S' I R6—t • _wr / 4 EA R6-1 ! • 12"X10' WHITE 4" DBL. YELLOW 18" STRIPES ® 10' C—C STOOP 700-1-3 700-1-11 / 24" WHITE STOP _BAR LACONIA ST. 69+00 704-00 714-00 R2-1 700--1-12 TP-29 1 _--� W 700-1-4 I m 1�2J-ry.r---..- j7 Il � — — ,2 700-, _� � `NNITE THERMOPLASTIC ARROREFER T„WS—>.\ DRAWING NO. —10 WHITE x Q 72+00 7 —, 00 74+00 75+00 CR 512 W.B. CR 512 E.13 76+00 77+00 i ,SCALE: 1 " = 40' i 4" %"fTE EDGE LINE 4" WHITE MD/C RPN'S 20' C-c CR 512 W. B. l J P� 2-1'; 700-1-12 �� .— 4" YELLOW-AST1C ARROWS—/ —� ,0' OF 4" WHITE LINE W1 A 30' SKIP 15' 15If t�ID/C RPM'S 9 40' O.C. y. P / CR512 E.B. ' �� 153' — —�-I —_- — -- — — e t 78+00 i WHITE � I 4" WHITE EDGE LINEJ -��--h1 --_- --- NOTE: ALL PAVEMENT MARKINGS r4o"c /c -C� SHOWN_ ON THIS m FTp-2 R2-2 E.J.P. PLAN SHEET AS BEING 4" WIDE ARE TO w 70C-1-4 700-1-121 BE 6" WIDE PAVEMENT MARKINGS IN AC— m m CORDANCE WITH THE SPECIAL PROVISIONS Q TO THIS CONTRACT. m DESIGNED DTC DRAWN DTC CHECKED R.W.W. JOB NO. 87-0655 ;NDIAN RIVER COUNTY. CORRIDOR IMPROVEMLNTS C.R. 512 LUG 1835 2Cth STREET Kimball ® Lloyd, IncB2960 DRAWING NO. S-4 STA. 56+00 TO STA. 78+00 a FLORIDAFLO�ID32960 DATE 1/93 - SCALE 1„`40, - APPROVED R.W,W. FILE NA�,,tE SIGN2 ^ r, I r I PAVEMENT- MARKING AND SI.G.NI G Q PHONE 407 562-4112 ENGINEERS 0 ARCHITECTS ® SURVEYORS -'FAX `778-8836 SHEET OF REVISION DATE DESCRIPTION BY (407� 4 14 i r � �. _ _ �. 128+00 129+00 130+00 131 +00 132+00 133+00 134+00 i I II I k 1 I I 1 I 135+00 1 I 4" WHITE STRIPE CR E.O.P. SCALE: 1 " = 40' 512 W.B. 4" YELLOW STRIPE 10. OF 4" WHITE LINE Nr'/ A 30' SKIP MD/C RPM'S ® 40' O.C. 1O 15• 15' CR 4" WHITE STRIPE 512 E.B. I. . i I I 135+00 1 36+00 137+00 138+00 139+00 140+00 141 +00 ? 2+00 143+00 i 1 ( L .. 144+0b 145+00 146+00 147+00 1 •' FTP_2 700-, 12700-1-4 � Q • � W J 711!Q ----J / ,.. N 4.. w,-iITE / �MD/C RPM'S CW 20' C-C i I / SCALE:.1 _ 40. � - 10' OF 4" WHITE UNE W/ A 30' SKIP MD/C RPM'S @ 40' O.C. 4" WHITE STRIPE , .� CR 512 W.B. y ,o ,5 — 50 \ — ^ / \\ WH; TE 700 - 1 —121 t WHITE REFER I 0 /f — THERMOPLASTIC .� �- THERMOPLASTIC A WI �J N 0. 2 E.C. . 4" YELLOW STRIPE R2-1 ARROWS (TYP) v J ,1 ARF.OWS (TYPI JIL - 76'— - • _ t 4" WHITE MD/L RPM'S 020 C- C \CT1� t co , ' FTP-29 Rr 2 5a W O N THIS NOTE: ALL PAVEMENT MARKINGS SHOWN PLAN SHEET AS BEING 4" WIDE ARE TO BE 6" WIDE PAVEMENT MARKINGS IN AC-- Q CORDANCE WITH THE SPECIAL PROVISIONS TO THIS CONTRACT. I 4.. WHITE STRIPE I �� SHEET 7 OF 14 f-y s • � I . I I I I I . . . � 1, , I I I I f. 4 . , � I ! ' , I . . - , , - I I . I I k,. 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