T_01 Cover.DGN 5/10/ :51:40 AM

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Candace Underwood
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1 T_01 Cover.DGN 5/10/ :51:40 AM

2 T_02 Note.DGN 2/27/2018 1:35:21 PM

3 T_03 Blank.DGN 2/27/2018 1:36:34 PM

4 T_04 Standard Symbols.DGN 2/27/2018 1:37:37 PM

5 T_05 Signal Span Detail.DGN 2/27/2018 1:38:53 PM

6 T_05.1 Cables Distribution System for Span Wire Installation.DGN 5/10/ :52:58 AM

7 T_05.2 Power Service.DGN 5/10/2018 1:39:19 PM

8 T_05.3 Guy Detail.DGN 6/26/2018 9:31:40 AM

9 T_05.4 Disconnect Wiring Diagram.DGN 2/27/2018 1:42:25 PM

10 T_05.5 Span Wire Detail.DGN 2/27/2018 1:43:03 PM

11 T_05.6 Signal Head Harness Detail.DGN 2/27/2018 1:43:41 PM

12 T_06 Signal Mast Arm Detail.dgn 2/27/2018 1:44:37 PM

13 T_06.1 Cables Distribution System for Mast Arm Installation.dgn 5/10/ :55:53 AM

14 T_06.2 Service Disconnect_Breaker Assembly_Stub Pole_Mast Arm Assembly.DGN 6/26/2018 9:42:40 AM

15 T_06.3 Power Source Meter and Breaker Box Stub Pole Typical.dgn 5/10/ :55:59 AM

16 T_07 Ped Detail.DGN 5/10/2018 2:01:29 PM

17 T_08 School Zone Flasher Detail.DGN 5/10/2018 2:02:04 PM

18 T_08.1 Ped, Rectangular & Equestrian Flasher Detail.DGN 5/10/2018 2:02:39 PM

19 T_09 Cabinet & Foundation Detail.dgn 5/10/2018 2:03:17 PM

20 T_10 Illuminated SNS Detail.dgn 5/10/2018 2:05:17 PM

21 T_11 26' Loop.DGN 5/10/2018 2:05:50 PM

22 T_11.1 Splicing Detail, Video Detection.dgn 5/10/2018 2:06:25 PM

23 T_12 Luminaire, Pole Excavation, Permanent Count Station.DGN 5/10/2018 2:06:56 PM

24 T_13 Blank.DGN 5/10/2018 2:07:30 PM

$o NOTES: WARNING BURIED SIGNAL CABLE C'OuN"\ - CI. BEFORE DIGGING IN THIS AREA CALL - OJ... PB COUNTY TRAFFIC DIV.$ DO NOT INST ALL MARKERS IF THE PULL BOXES ARE IN OR NEXT TO THE SIDEWALK. COST OF GUIDE POST SHALL BE INCLUDED IN COST OF CONDUITS.

DO NOT INST ALL MARKERS IF THE PULL BOXES ARE IN OR NEXT TO THE SIDEWALK. COST OF GUIDE POST SHALL BE INCLUDED IN COST OF CONDUITS.

25 o NOTES: WARNING BURIED SIGNAL CABLE C'OuN"\ - CI. BEFORE DIGGING IN THIS AREA CALL - OJ... PB COUNTY TRAFFIC DIV INSTALL DELINEATOR- GUIDE POST AT EVERY OTHER PULL BOX WHERE THE PULL BOXES ARE IN GRASS AND ON BOTH SIDES OF A CANAL CROSSING. DO NOT INST ALL MARKERS IF THE PULL BOXES ARE IN OR NEXT TO THE SIDEWALK. COST OF GUIDE POST SHALL BE INCLUDED IN COST OF CONDUITS. 18" WIDE X 6" THICK 30x48 cover size CONCRETE APRON x24" deep SLOPE 1/ 4" PER 1' r-18" ----j LARGE PULL BOX l ;,..,;., :1 I. - -_.. : ' '- ' ' '- ' ' ' ' ' ' ' ' ' ' ' '..., _ " O' '(I 3-4". 0- "O" -- f r TIE LOCATE WIRES AND PULL TOGETHER IN PULL BOX. I CORD Store 200' to 250 ' of slack Fiber Optic Coble 1n 30x48x24" large pull boxes and store 20 ' in 17x30x24" typical pull boxes. Install the Fiber Optic Coble to maintain a minimum bend radius of 20 times the coble diameter. NOTE: SIGNAL pull boxes (for signal cables) shall be 17x30x12" deep, not 24" deep. Refer to PBC Signal Typical Sheet T-9. a.. w <D t') I- ::::,... C"'I LABELS ARE SUPPLIED BY PALM BEACH COUNTY TRAFFIC. FOR LABELS CALL: (SEE NOTE NO. 6) WARNING TAPE IN TRENCH 24" BELOW GRADE COST OF TAPE SHALL BE INCLUDED IN COST OF CONDUITS tj WARNING BURIED SIGNAL BEFORE DIGGING IN THIS AREA CALL PB COUNTY TRAFFIC DIV DELINEATOR- GUIDE POST r- 18"-J O t--- 1 &..., x30 cover size x24" Deep Typ. PULL BOX. ; ;_ ;1. _ o : - :; ' ' :... - '''''''''''''''' : : _. _ _ - o _. 3_4.. I - 18" WIDE X 6" THICK CONCRETE APRON SLOPE 1/ 4" PER 1' , u. o o o o o o o o o oo o ""* 0 0 0, '---' ,/ r.. y;:, ' OR CRUSHED 57 STONE - Q o 0 Qa.O o o o o oo o o O o o 0 o q, TOP VIEW :... : ": :. :. : ::. :. :. : ::. :. :. :" : :..:..:..:..:..:..:..:..:..:..:..:..:..: " 1- TYP.1 :....,...., ''...,... <'. _ 18" WIDE X 6" DEEP ''..;: :'._; '._,.---CONCRETE APRON Q:j '-' j::v'8 'l:l _ WARNING TAPE 24" BELOW GRADE o o Qo OoOoO U o O O UOO O O 12" DEEP BED OF PEA ROCK op O C) "'' o o 12" DEEP BED OF PEA ROCK o u o't-l'c/-- o ouqo o cl' o o o o DEGREES STANDARD SWEEP ooo u Oo,rJJ o 0 0 0a 0: 0 b0 o-1?0 '-'JJ q, 0 EXTEND 6 BEYOND p BOX 2,0C) - "' 0 oo<1,/('\'26 ugg;,..p EXTEND 6" BEYOND PULL BOX, C) aogoo 0 G.,Gt,0 0 0 a9, o a oa 0 " 00 GRAY ELECTRICAL GRADE ' t-+---'- - 6" PULL BOX ENTRY OF CONDUITS, l _/'-..._ ' PVC SCH. 40 CONDUIT TW0-2" PVC SCH. 40 GRAY ELECTRICAL CONDUITS, 6" - TYP- 14 AWG WIRE & PULL CORD WITH 14 AWG LOCATE WIRE IN ONE CONDUIT & TYP A POLYPROPYLENE PULL CORD IN THE OTHER CONDUIT(Sl. COST OF WIRE & CORD SHALL BE INCLUDED IN COST OF CONDUITS....: IN I :"... 0,. 0, - : : t') =[11S1w,c,11)= =[11S1w,c,11)= :...:.. : :.... ". 48".. I -:. I I Ill..... e.: -:...!".. :-... ":. ": ": :- : ": ":.... ":.. ": : - :.:..-:.: o, :.. _.. INSTALL A TYPICAL PULL BOXES (17X30X24" DEEP) EVERY 500' (+/-). INSTALL A LARGE PULL AND AT EACH SIGNALIZED INTERSECTION, OR AS SHOWN ON THE PLANS. WHERE A LARGE PULL BOX IS INST ALL ED, IT TAKES THE PLACE OF THE TYPICAL PULL BOX. 2,000' ( -l BETWEEN LARGE PULL BOXES ' ' lnsto ll 2-2" conduits from the lorge pull box into the Troffic Controller Cobinet. LARGE PULL BOX 30x48x24" DEEP : TYP. PULL BOXES 2" PVC SCH 40 17X " '\.. CON l S ' "" \..:. ',, ",/ ,.. :.. -, m ,... -'"'t o, e 18" TYP. t PULL BOX MATERIAL: FIBERGLASS REINFORCED POLYMER CONCRETE LOAD SPECIFICATION: MINIMUM TIER 15 C20K-22Kl EXCEPT IN ROADWAY USE AASHTO H-20 COVER STAMPED: "PBC TRAFFIC ITS". COVER TYPE: TWO PANEL WITH TWO PULL SLOTS EACH 1. For applications not covered 1n this typical the contractor shall refer to the FOOT Standard Specifications for Rood and Bridge Construction. 2. In sidewalks and gross areas pull boxes and pull box covers shall be a minimum TIER 15 (20K-22K). In vehicular traffic areas (in the roadway) pull boxes shall be AASHTO H-20. Pull box covers shall be stomped "PBC TRAFFIC ITS". Lorge pull box covers (30x48") shall hove two panels with two pulling slots 1n each panel. 3. Conduits shall be 2" PVC SCH 40 or HOPE SOR 11, buried 36" below grade. Ends of conduit shall be sealed with duct seal, in accordance with Section 630 (Conduit) of the FOOT Standard Specifications for Rood and Bridge Construction. 4. One run of conduit between pull boxes shall not contain more than four 90 degree bends (360 degrees) including pull box bends. -- 'M :,._-.-,. -,. 't > IN GRASS AREAS - PULL BOXES SHALL HAVE A CONCRETE APRON (18" WIDE X 6" DEEP> 5. Warning Tape: 3" wide, 6 mil thick, intended for burial and use as an underground utility warning notice, marked ' CAUTION BURIED FIBER OPTIC'. Tope shall be orange with block 2" high block letters on non color fading material. The marking tape shall be buried 24" below grade in the conduit trench from pull box to pull box. Cost included in cost of conduits. 6. Palm Beach County Traffic Engineering, 2300 N Jog Rd, Tel.: will supply the Contractor with two warning label for each delineator- guide post. 7. Install a 14 AWG insulated THWN strand copper wire (locate wire) in one conduit and a polypropylene pull cord in the other conduit(s). The locate wire, pull cord, warning tape, & delineator- guide post shall be included in the cost of the conduits. All underground conduits and 90's shall be 2" PVC schedule 40, gray electrical grade, or as indicated on the plans. 8. All pull boxes shall be provided with concrete aprons when not located within sidewalk. Aprons shall be 18" wide x 6" thick sloped 1/ 4" per 1' away from pull box. Apron shall be Min. 2,500 PSI non structural Closs I concrete. The cost of the apron 1s to be included 1n the cost to furnish and install pull box. 9. Pull box shall not be placed in a pedestrian ramp or slopped area of a pedestrian ramp. 10. At all signalized intersections, install two - 2" PVC SCh. 40 conduits from the large pull box into the traffic controller cabinet. 11. PBC Engineer may request two or more 2" conduits as needed. 12. When Attaching Conduits to Bridge: Wrap neoprene (rubber) gasket completely around galvanized or aluminum IMC conduit at each pipe strop to insulate conduit from pipe strop. Size of neoprene (rubber) insulator: 1/8" thick x 2" wide x 8" long. INST ALL LARGE PULL BOX/ IN THE MAIN CONDUIT RUN. INSTALL 2-2" CONDUIT INTO TRAFFIC CABINET. Signalized Intersection, / ROADWAY PLAN OR CRUSHED 57 STONE ---4:i ) 0 0 o.,, o OO, O o o o MINIMUM 9.5" RADIUS, TYP PULL 2,000' TYP ULL Cia 0 o0o<i, 0 o PULL BOX ENTRY OF CONDUITS, WITH 14 AWG WIRE & PULL CORD BOX (30X48X24" DEEP) EVERY 2000' (+/-) 500' TYP, BOXES : " ' SIDEWALK ' 500'TYP ' ' ' LARGE PULL BOX 30x48x24" DEEP / E} E} [ EIJ E} MINIMUM REQUIREMENTS 12-GAUGE 304-GRADE STAINLESS STEEL PIPE STRAP ATTACHMENT TO BRIDGE NOTE: STAINLESS STEEL STRUTS MAY BE USED IN PLACE OF TWO HOLE GALVANIZED STRAPS & STRAPS c!f'.-... Al'-._ \ ' P -... STAINLESS STEEL J BOLT & NUT a J:{ Chonged Typicol Pull Box from 12" deep to 24" deep Chonged Bridge Attochment from 1-Hole 'C' Strop to 2-Hole Strap Chonged Store Slock in Lorge Pull Box From 200' to 250' Revised Bridge Attochment Per PBC R & B Minimum Requirements H.E.R H.E.R H.E.R H.E.R Remove wire mesh for opron, Change PSI to 2500 non structurol closs I H.E.R Revised words on coution tape: CAUTION BURIED FIBER OPTIC. H.E.R wire, cord, caution tape, & guidepost shall be included in cost of cond. H.E.R All ITS pull box covers shall be stamped PBC TRAFFIC ITS. H.E.R sidewalk & grass area - TIER 15 (20K-22Kl roadway- AASHTO H-20. H.E.R Chonged Worning Tope from 12" to 24" below grode. H.E.R Clorified Wording in Severol Notes. H.E.R NO. DATE REVISIONS BY APP V \SIDEWALK \CURB & GUTTER - 3/8" X 2 1/4" CONCRETE WEDGE ANCHOR iq_)mc::rn 316-GRADE STAINLESS STEEL / - 2" RIGID ALUMINUM OR RIGID GALVANIZED CONDUIT ALL MET AL CONDUITS MUST BE WRAPPED/ r--... INSULATED 360 DEGREES AT ALL STRAPS. v NEOPRENE INSULATOR: 40 DAROMETER 1/8" THICK 2" WIDE 8" LONG STAINLESS STEEL STRUT 1 5/8" X 12" LONG MOUNTED AT 5' O.C. MAX GRADE STAINLESS STEEL ANCHOR ' PALM BEACH COUNTY, FLORIDA TRAFFIC DIVISION UNDERGROUND/UNDER PAVEMENT ITS TRAFFIC F AGILITIES TYPICAL: TWO CONDUITS WITH PULL BOXES, ROUTE WITNESS MARKERS, MARKING TAPE, LOCATE WIRE & PULL CORD GIRi JEEDIGUNT A SIGNATURE DATE REGISTERED ENGINEER NAME DATE SCALE CONTRACT NO. DRAWN BY H. E. R N.T.S CHECKED BY G. J. SHEET T OF 25 SHEETS

Section 600 Overview. Section 603 General Requirements for Installation and Evaluation of Traffic Control Equipment and Materials

Section 600 Overview. Section 603 General Requirements for Installation and Evaluation of Traffic Control Equipment and Materials Section 600 Overview 600-1 Guidance This document is the standard specification for traffic signal installation in Hillsborough County, Florida. The different sections mimic the 2010 Edition of the Florida