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NOTES : DETAIL OF SIGNAL HEADS TABULATION OF QUANTITIES 1 . MAJOR STREET IS OSLO ROAD. MINOR STREET IS 43RD AVENUE. ITEM NO. fi INTER A 65}_ 182 8 3 7 4 SHALL USE ( LAYS PONAL ` UNIT QUANTITY Z SPEED OMITS: srE18oL DISPLAY$. 1 ITEM N0, ITEM OSLO ROAD - 45 MPH ` 5 2 i 6 2 2R a 1 620- 1 - 1 GROUNDING ELECTRODE LF 190 43RD AVENUE - 45 MPH P2 P8 P2 P8 630- 1 -12 CONDUIT (UNDERGROUND) LF 793 3. CONTROLLER ASSEMBLY SHALL BE 8-PHASE, SOP 10 WITH PROTECTED/PERMITTED630- 1 - 13 CONDUIT (UNDER PAVEMENT) LF 2g1 LEFT- TURN PHASING ON EACH APPROACH. THE CONTROLLER SHALL BE HOUSED / © ®IN A TYPE "V" CABINET. ALL CONTROLLER EOUIPMENT SHALL BE COMPATIBLE 'NTH iN O ® . 630- 1 -15 CONDUIT (BRIDGE MOUNTED) (FAL) LF 90 S THE INDIAN RIVER COUNTY TRAFFIC SIGNAL SYSTEM. n 632 - 7- 1 CABLE (SIGNAL) P1 1 4ALL SIGNAL TIMING SHALL BE PROVIDED BY INDIAN RIVER COUNTY TRAFFIC ENGINEERING. PHONE (772) 567- 8000 EXT_ 1547_ 1 634-4- 114 SPAN WIRE ASSEMBLY (MOD. BOX) PI 1 5. FLASHING OPERATION SHALL BE RED FOR ALL DIRECTIONS. ) I - WAY 2- WAY 635- 1 - I1 PULL BOX EA 24 SSS 5- SECT. /1 - WAY 5- SECT. /I - WAY 3- SECT./1 - WAY 639-1 - 22 ELECTRICAL POWER SERVICE (UNDERGROUND) AS 1 6. LOOPS TO BE WIRED AS NOTED IN LOOP DETECTOR CHART SHOWN. ALL LOOP 653- 181 (2 REO'D) 653- 182 (1 REO'D) DETECTORS SHALL BE LED INTO THE CABINET AND TERMINATED AT THEIR ` 650- 51 - 511 (4 AS) 650- 51 - SII ( 1 AS) 650- 51 - 311 (3 AS) 639-2- 1 ELECTRICAL SERVICE 'VIRE LF 20 APPROPRIATE TERMINAL. �YJ.J��' �/�/JJ✓`-�`l�l �l 641 - 15- 144 CONCRETE STRAIN Pql-�UYPE N- VI (44' LONG) EA 7. ELECTRICAL SERVICE ASSEMBLY SHALL BE MOUNTED ON POLE A 8' ABOVE ITEM NO. 665- 11 650- 51 - 311 TRAFFIC SIGNAL 12- STD (3-SECT., 1 - WAY)(LED) AS 3 GROUND LEVEL (MINIMUM). DETAIL OF PROPOSED PEDESTRIAN DETECTOR SHALL INCLUDE SIGNS PEDESTRIAN SIGNS FTP- 47 650- 5I - 511 TRAFFIC SIGNAL, 12" STD (5-SECT., 1 - WAY)(LED) AS 5 8. CONTRACTOR SHALL COORDINATE WITH FLORIDA POWER & LIGHT FOR ELECTRICAL SERVICE 653- 181 PEDESTRIAN SIGNALS, LED, INTERNATIONAL ( i -WAY) AS 2 - Q Q 653- 182 PEDESTRIAN SIGNALS, LED, INTERNATIONAL (2- WAY) AS 1 PAY ITEM 715- 5- 11 SHALL INCLUDE ALL MATERIALS AND LABOR FOR A N91 PUSH COMPLETE AND OPERATIONAL INSTALLATION IN ACCORDANCE WITH Il b.D' � BUTTON BOLTON 659- 108 N L HEAD AU%1UARIE$ (STE L PEDE TA EA 3 INDIAN RIVER COUNTY STANDARD SPECIFICATIONS. LUMINAIRE TO BE 6FT 1 5u. '� SMS CROS 660- 1 - 105 INDUCTIVE LOOP DETECTOR ( TYPE 5) EA 13 XTENSION, 120V, 400W, HIGH PRESSURE SODIUM, STANDARD COBRA HEAD. Q510 Road le- 43rd Avenue OSLO RD. 4}RO AYE 660- 1 - 106 INDUCTIVE LOOP DETECTOR (TYPE 6) EA 5 10. CATENARY CABLE TO BE 3/8" THICK. MESSENGER CABLE TO BE 1 /Y THICK_ 2 REO'D 2 REGO 660-2- 102 LOOP ASSEMBLY (TYPE B) AS 8 FTP 47 FTP 47 11 . CONTRACT WORK TO BE PERFORMED BY THE INDIAN RIVER COUNTY ANNUAL 8 SERIES EMOD WHITE LETTERS 660-2- 106 LOOP ASSEMBLY (TYPE F) AS 13 CONTRACTOR AND ALL WORK AND MATERIALS SHALL CONFORM TO FLORIDA DEPT. ON GREEN BACKGROUND W/ 6 - ��^ EA 1 OF TRANSPORTATION (FOOT) STANDARDS AND SPECIFICATIONS, FDOT ROADWAY AND 1 1 /4" BORDER WIDTH AND Q Imo,- PEDESTRIAN DETECTOR TRAFFIC DESIGN STANDARDS, FOOT MINIMUM SPECIFICATIONS FOR TRAFFIC CONTROL 2 1 /4- CORNER RADII 670-5- 110 ACTUATED SOLID STATE CONTROLLER ASSEMBLY AS 1 SIGNALS AND DEVICES, AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. x x x .e x x x 690-10 REMOVE TRAFFIC SIGNAL.N[AD A "-� EA 2 12. THE EXISTING STOP SIGNS ON ALL FOUR (4) APPOACHES SHALL REMAIN 690-30 REMOVE POLES Eq 2 IN PLACE UNTIL THE TRAFFIC SIGNAL IS FULLY OPERATIONAL- 690- 80 REMOVE SPAN HIRE ASSEMBLY EA 1 xx � XX 690-90 REMOVE CABLING AND CONDUIT PI i CONCRETE POLE TABULATION XX -3 E- xx 700-48- I8 SIGN PANELS (FM) EA 4 XX I XX DISTANCE OF DISTANCE OF 715-5- 11 LUMINAIRE AND BRACKET ARM (FM) EA 4 POLE UPPER FEIN LOWER TE-IN LENGTH BURIAL CLASS SPAN GROUND LINE NO. HOLE FROM HOLE FROM OF DEP POLE (LONGEST) TO TOP OF POLE OF LOOP DETECTOR CHART TOP OF POLE TOP OF POLE POLE x x x . DETECTOR DETECTOR CONNECTED CONNECTED TO DELAY I 1 .0' 6.5 44' 13 6' VI I03' 30.4' x x UNIT NO, OPERATION TO LOOP TIMING FUNCTION TIME (SEC. ) 2 1 .0 6.0' 44 13.6' N toz, 30.4 FUTURE PM PEAK 1 , 2 NORMAL L2A k LM 72 HOUR TRAFFIC 3 LO' 6.0' 44' I4.6' N 98' 29.4' (COUNTY TO PROVIDE) 3 DELAY L2 72 4 1 .0' 6.5' 44' 13.3' VI 95' 30.7 4 DELAY/NORMAL Ln 172 5 DELAY'/NORMAL L2R TF2 NOTES: 1 . HANDHOLE SHALL BE 4"X6- WITH COVER AND SHALL BE IN THE LOAD FACE OF EACH POLE, 3. 0' ABOVE GROUND. 6 DELAY/NORMAL L5 TF5 2. CONDUIT ENTRY HOLES SHALL BE 4_(6- AND SHALL BE IN BOTH FACES ADJACENT TO THE ` 7. B NORMAL L4A s L48 74 LOAD FACE OF EACH POLE. 2.5 BELOW GROUND. 9 OELAY L4 TF4 10 DELAY/NORMAL LN. W4 11 DELAY/NORMALML6AWG 12. 13 NORMAL 14 DELAY ASSOCIATED PHASE TF1 D51s DELAY/NORMAL MOVEMENTS ( SOP 10) 16 DELAY/11011MAL17. 18 NORMAL TF2 ® TF6 O.$) 1L o•sl LL 1.a) -_-~- T 403 P2 JL LBl IF8 mrtF j1t. _�173 TT n TT1T �i TT �t 1 TF3 ® TF7 OR OR ll TF4 © TF8 1 � 14 F Tr � 1 TT -% - REVISION S APPROVID FOR SOgIE OAIE BY DESOIW8p1 DALE BY DESCRIPTION AMr CoaMry KNNEY-HOPoi BY: SHEET 7 03 JDP KHA MOdFlCA KM am«a .Ni of ^A* A4erAs OSLO ROAD/43RD AVE . No. A+mos r. PeNA v.G M.FAr DRAWNG No. SIGNALIZATION PLAN 4MMp4r t A4An4 iX. r«,,,r 7rvH4+ n�vl.+. """�7-' ^^" . " 03508SIG GENERAL NOTES/TABULATION OF QUANTITIES S1 O w.T-Ilsw N ASYy we 1aW DATE