T_01 Cover.DGN 5/10/2018 10:51:40 AM

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

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

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

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

T_05.1 Cables Distribution System for Span Wire Installation.DGN 5/10/2018 10:52:58 AM

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

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

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

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

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

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

T_06.1 Cables Distribution System for Mast Arm Installation.dgn 5/10/2018 10:55:53 AM

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

T_06.3 Power Source Meter and Breaker Box Stub Pole Typical.dgn 5/10/2018 11:55:59 AM

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

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

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

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

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

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

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

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

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

WARNING

BURIED SIGNAL CABLE

� � �

C'OuN"\CI. -

BEFORE DIG GING IN THIS AREA

CALL PB COUNTY

-

OJ

TRAFFIC DIV. ... 561 233-3900 � •

--

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.

Store 200' to 250' of slack Fiber Optic Coble1n 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.

LABELS ARE SUPPLIED BY PALM BEACH COUNTY TRAFFIC. FOR LABELS CALL: 561-681-4326 -(SEE NOTE NO. 6)

WARNING

BURIED SIGNAL

� - DELINEATOR- GUIDE POST

� 18" WIDE X 6" THICK 30x48 cover size CONCRETE APRON x24" deep SLOPE 1/ 4" PER 1'

r-18" ----j LARGE PULL BOXl

NOTE: SIGNAL pull boxes (for signal cables) shall be 17x30x12" deep, not 24" deep. Refer to PBC Signal Typical Sheet T-9.

BEFORE DIG GING IN THIS AREA

CALL

PB COUNTY TRAFFIC DIV. 561 233-3900

r- 18"-J

17x30 cover size x24" Deep Typ. PULL BOX

- 18" WIDE X 6" THICKCONCRETE APRONSLOPE 1/ 4" PER 1'

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<D CORD t')

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O-----+-t---1& ... ,. . ···- . ·- - . . . ; ;_.•. - -··· ..... ·;1._·o�---·•.• ·: � �- �:; '''''''''''''''' �:·: _·. � •_- ..... -_·-�o·_. '-------' .... ·--·· -·• . . •·- -•:• ....

-

3-4"

r--... - TIE LOCATE WIRES AND PULL � WARNING TAPE IN TRENCH 24" BELOW GRADE

tJ TOGETHER IN PULL BOX. COST OF TAPE SHALL BE INCLUDED IN COST OF CONDUITS 3_4 ..

I I

I-::::,

_ WARNING TAPE 24" BELOW GRADE

-------,u� o�.��o�o� o�o���o o�o ��o oo o �0�0�0�0��00""*�0�0�0,------------------------�-------'---'---------------------------,/ 1-----------------�0�9 .�0�Q:j���.r• �.�.�'l:l�y;:,

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o •o• Qo OoOoO •U o O•O•UOO •O• O• 12" DEEP BED OF PEA ROCK oopOC) "'' o o o u o 't-l'C/--� �o oUQo ocl'12" DEEP BED OF PEA ROCK 0000 00° 0 ° 00 0 ° 0000 ° o o o o00 00 0 00 '-' � j::v'8� 90 DEGREES STANDARD SWEEP

OR CRUSHED •57 STONE - �Q o0Qa.O o o oo�

ooo o O � o o0 �o q, OR CRUSHED •57 STONE ---4:i� )00�o.,, o�

OO , O� o�o o MINIMUM 9.5" RADIUS, °oOou Oo,rJJo 0 0 00a 0: 0 b0°o-1?00'-'JJ�q, EXTEND 6 BEYOND p BOX 2,0C) -"'�

0 oo<1,/('\'26°ugg;,..pEXTEND 6" BEYOND PULL BOX, C)� aogoo0G.,Gt,0 0 0°a9,oa�oa000" ULL 0000 ���Cia°0 �o0o<i,0o� GRAY ELECTRICAL GRADE

'

6" - TYP- PULL BOX ENTRY OF CONDUITS,

14 AWG WIRE & PULL CORD

TOP VIEW 18" 1-­

TYP.1 :• .... :•·": :•·. :•·. :•· ::•·. :•·. :•·. :•· ::•·. :•·. :•·. :"· :•·... .. .. .. .. � .. .. .. .. � . .. .: . •.:. •.:. •.:. •.:. •.:. •.:. •.:. •.:. •.:. •.:. •.:. •.:. •.: . .. . . . . . . . . . . . . . 6 • . 4 · . .6 • . 6 • . 4 • . .6 • . 4 • . 4 • . 4 • . 4 • . 4 · . 6 • . .6 · . 6 ·

:· · ..•.. , . . . . , ''· . . . , .. ·. <'.· _ 18" WIDE X 6" DEEP ''. •.;: :'._; '._,.---CONCRETE APRON ... :·� IN• •I 0,. 0, - : •

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0 t')

: " .... . ...... . .... . . .. ... : . . .

l TW0-2" PVC SCH. 40 GRAY ELECTRICAL CONDUITS,WITH 14 AWG LOCATE WIRE IN ONE CONDUIT &

1-------------------t-+---'-�-_/'-..._ � PVC SCH. 40 CONDUIT'

A POLYPROPYLENE PULL CORD IN THE OTHER CONDUIT(Sl. COST OF WIRE & CORD SHALL BE INCLUDED IN COST OF CONDUITS.

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 pu ll box into the Troffic Control ler Cobinet.

2,000' TYP

6" � � TYP PULL BOX ENTRY OF CONDUITS, WITH 14 AWG WIRE & PULL CORD

BOX (30X48X24" DEEP) EVERY 2000' (+/-)

' 500'TYP ' ' '

• . . 6 .

• • • ... : .

=[11S1w,c,11)= =[11S1w,c,11)= . : .... :• � • I

. . .. . .. .... . . .. . � .

LARGE PULL BOX TYP. PULL BOXES 2" PVC SCH 40 \.� 30x48x24" DEEP

�: .. .. .. 17X3.0�.

24" '\. . '

CON�� l�S"" .:··.' ,,·

" ,/

Signa lized Intersection BOXES : 500' TYP ,

/LARGE PULL BOX 30x48x24" DEEP TYP PULL " ' SIDEWALK

. . . ..... .···-:· -----­. . . " .

48" . . .

. . . . .. . .. .

------- , .. : .. •-, -------- m--------- .. -.. ---------� --------�-------- ., ... -'"'t------•· •• �--•· 'M•:, ._-·.-,. -,. •'t >

--- --------E}----------E}----------[3---------EIJ----------E}----------. . - : . I•• •I

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. 6 · . 4 · . 6 . .6 · . 6 · . 6 · . .6 • • .6 · . 6 · . .6 · . 6 · . 6 · . .6 · . 6 · .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . . . . . . . .. . . .. . . . . • . • . • o, . • • . • . • . • . . • . . • . . • e . .. . .. .. .. .. . .. . . . .. . . . .. . . . . . .. .. ··-�·.-. ·.· -·:· -··: ·.:· ·.·.-:.: .. -�·-. �--.-· .. ·-.· o,··: � .. ·_.· •.

PULL BOX MATERIAL: FIBERGLASS REINFORCED POLYMER CONCRETE

18" TYP.

t 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

NOTES:

1. For applications not covered 1n this typical the contractor shall referto 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.

IN GRASS AREAS -PULL BOXES SHALL HAVE A CONCRETE APRON (18" WIDE X 6" DEEP>

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 thanfour 90 degree bends (360 degrees) including pull box bends.

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.: 561-681-4326will 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" thicksloped 1/ 4" per 1' away from pull box. Apron shall be Min. 2,500 PSI non structural Closs I concrete. The cost of the apron1s 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 conduitat 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.

, /

ROADWAY PLAN

\ '\SIDEWALK \CURB & GUTTER

- 3/8" X 2 1/4" CONCRETEWEDGE ANCHOR

MINIMUM REQUIREMENTS 12-GAUGE 304-GRADESTAINLESS STEEL PIPE STRAP iq_)mc::rn 316-GRADE STAINLESS STEEL

ATTACHMENT TO BRIDGE c!f'.- �

- 2" RIGID ALUMINUM ORRIGID GALVANIZED CONDUIT

...�� Al'-._ �P -........_ ALL MET AL CONDUITS MUST BE WRAPPED/

& STRAPS v

r--.......___ INSULATED 360 DEGREES AT ALL STRAPS. NOTE: STAINLESS STEEL STRUTS MAY BE USED IN PLACE OF TWO HOLE GALVANIZED STRAPS

STAINLESS STEEL ---..�JJ:{� �

V

BOLT & NUT a

1 8-21-09 Chonged Typicol Pull Box from 12" deep to 24" deep. 2 11·2·09 Chonged Bridge Attochment from 1-Hole 'C' Strop to 2-Hole Strap. 3 5-26-10 Chonged Store Slock in Lorge Pull Box From 200' to 250'. 4 11·27-12 Revised Bridge Attochment Per PBC R & B Minimum Requirements

H.E.R H.E.R H.E.R H.E.R

5 10·25-13 Remove wire mesh for opron, Change PSI to 2500 non structurol closs I H.E.R.6 11·5·14 •5 Revised words on coution tape: CAUTION BURIED FIBER OPTIC. H.E.R 7 3-27-15 •7 wire, cord, caution tape, & guidepost shall be included in cost of cond. H.E.R8 12-15-15 °2 All ITS pull box covers shall be stamped PBC TRAFFIC ITS. H.E.R9 9·28·16 •2 sidewalk & grass area - TIER 15 (20K-22Kl roadway- AASHTO H-20. H.E.R10 8-3-17 •5 Chonged Worning Tope from 12" to 24" be low grode. H.E.R 11 1·29·18 Clorified Wording in Severol Notes. H.E.R

/

NO. DATE REVISIONS BY APP

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.

-316-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

9-28-16 GIRi JEEDIGUNT A SIGNATURE DATE REGISTERED ENGINEER

NAME DATE SCALE CONTRACT NO. DRAWN BY H. E. R. 4-23-97 N.T.S

CHECKED BY G. J.

SHEET T -14

SHEETS 25 OF 25