section l: signal & lighting plans

Station 64+07.93 = 0+25.51

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Station 38+50

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INDEX OF SHEETS

Section L: Signal & Lighting Plans

Standard Plates L32-L36

Special DetailL31

Signal Timing SheetsL29-L30

Wiring TablesL28

Wiring DiagramL27

Conduit LayoutsL19-L26

Existing Signal & Signal LayoutsL10-L18

Estimate with General Notes & TablesL2-L9

General Layout W/IndexL1

L1 L36

L2 L36

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SECTION L ESTIMATE OF QUANTITIES

BID ITEM ITEM

NUMBER

110E1510 Remove Luminaire Pole

110E1520 Remove Signal Equipment

110E1530 Remove Signal Pole Footing

110E1540 Remove Luminaire Pole Footing

110E5110 Salvage Signal Equipment

635E0900 Decorative Luminaire Pole

635E0910 Decorative Luminaire Arm

635E2125 Signal Pole with 25' Mast Arm and Luminaire Arm




635E3800 Roadway Luminaire, LED

635E3810 Decorative Luminaire, LED

635E4030 3 Section Vehicle Signal Head

635E4090 4 Section Directional Vehicle Signal Head

635E5020 2' Diameter Footing

635E5030 3' Diameter Footing

635E5301 Type 1 Electrical Junction Box




635E5400 Electrical Service Cabinet

635E5405 Electrical Service Cabinet with Secondary Disconnect

635E5430 Traffic Signal Controller

635E5515 Battery Backup System for Traffic Signal

635E5530 Preformed Detector Loop

635E5560 Emergency Vehicle Preemption Unit

635E5570 Optical Detector

635E5800 Miscellaneous Signal Parts

635E5880 Accessible Pedestrian Signal

635E5910 Pedestrian Push Button Pole

635E5922 Pedestrian Signal Head with Countdown Timer

635E5930 Pedestrian Crossing Sign

635E6200 Miscellaneous , Electrical

635E8120 2" Rigid Conduit , Schedule 40



635E8220 2" Rigid Conduit, Schedule 80


635E8310 1" lnnerduct , Schedule 40

635E9014 1/C #4 AWG Copper Wire




635E9502 2/C #14 AWG Copper Tray Cable , K2



635E9524 24/C #14 AWG Copper Tray Cable, K2

635E9530 30/C #14 AWG Copper Tray Cable, K2

635E9600 #16 AWG Copper Twisted Shielded Pair

635E9710 2/C #10 AWG Copper Pole and Bracket Cable

635E9924 24 Strand Fiber Optic Cable

QUANTITY UNIT

14 Each

Lump Sum LS

8 Each

14 Each

Lump Sum LS

36 Each

36 Each

1 Each

1 Each

1 Each

1 Each

4 Each

36 Each

12 Each

14 Each

252.0 Ft

44.0 Ft

13 Each

2 Each

6 Each

9 Each

1 Each

1 Each

1 Each

1 Each

37 Each

1 Each

4 Each

Lump Sum LS

32 Each

24 Each

32 Each

32 Each

Lump Sum LS

7,895 Ft

270 Ft

200 Ft

1,210 Ft

335 Ft

2,905 Ft

21,490 Ft

6,775 Ft

2,975 Ft

2,510 Ft

4,295 Ft

510 Ft

160 Ft

300 Ft

255 Ft

1,815 Ft

1,880 Ft

3,320 Ft

SUPPL YING AS BUil T PLANS

If the traffic signal systems or roadway lighting systems are constructed differently than what is stated in the plans, the Contractor shall supply as built plans to the Engineer and a copy shall be sent to the Traffic Design Engineer. The as built plans may include conduit layouts, wiring diagrams, or other drawings depicting the changes from the original plans.

SHOP DRAWING AND CATALOG CUTS SUBMITTALS

The Contractor shall submit shop drawings and catalog cuts in accordance with Section 985 of the Specifications.

Adobe PDF submittals shall be sent to the following email addresses:

ON-SITE INSPECTION

[email protected] [email protected]

An on-site inspection of the traffic signals and lighting systems shall be conducted before acceptance of the project, once the traffic signals and lighting systems are completed and operational. The on-site inspection shall be conducted by the Project Engineer or Region Traffic Engineer with the Contractor, City Engineer, and the Traffic Design Engineer present.

SALVAGE SIGNAL EQUIPMENT

Existing signal equipment, except for the wireless communication system, shall be salvaged and delivered to Brookings Municipal Utilities by the Contractor. The Contractor shall notify Brookings Municipal Utilities 5 days before the delivery of the salvaged signal equipment. Brookings Municipal Utilities contact is Lyle Reed at (605) 391-3666. The equipment shall be delivered to:

525 Western Ave. Brookings, SD 57006

The wireless interconnect systems shall be salvaged and delivered to the project engineer.

Any signal equipment damaged during salvaging or delivery shall be repaired or replaced by the Contractor at no cost to the State .

All costs for work involved in the salvage and delivery of the existing signal equipment shall be incidental to the contract lump sum price for "Salvage Signal Equipment" .

REMOVE SIGNAL POLE FOOTING

The footings of existing signal poles EB1-EB4 & EC1-EC4 shall be removed by the Contractor to a minimum of 2' below the ground surface. Restoration of the disturbed area shall be to the satisfaction of the Engineer .

All costs for removing the footings of the existing signal poles shall be incidental to the contract unit price per each for "Remove Signal Pole Footing".

I STATE OF I PROJECT I I TOTAL t------------i_:S:..:_:HE::ET:....t......!S:!;!!HE~ET~S--1

SOUTH 1· 1 1 DAKOTA p 0014(179)419

Plotting Date: 06/05/2019 REV 06/05/2019 NL

REMOVE LUMINAIRE POLE FOOTING

The footings of existing luminaire poles EL 1-EL 14 shall be removed by the Contractor to a minimum of 2' below the ground surface. Restoration of the disturbed area shall be to the satisfaction of the Engineer.

All costs for removing the footings of the existing luminaire poles shall be incidental to the contract unit price per each for "Remove Luminaire Pole Footing" .

SUBSURFACE

Subsurface conditions from Station 41 +00 to 61 +60 consist of clay sand and sand clay. Borings placed in the area during a subsurface investigation in July 2014 were drilled to a depth of 14.5 feet. Water levels recorded at the time of the investigation had varied from 7 .5 feet at Station 41 +00 to dry/caved @ 12.5 feet at Station 61+60.

Subsurface conditions at the intersection of US 14/61h Street and 5th Ave consist of sandy clay, clay-sand and silt sand. Borings placed at this intersection during a subsurface investigation in July 1972 were drilled to depths of 21 to 22.5 feet; no water levels were recorded at the time of the investigation.

Construction activities shall be sequenced in such a manner that excavations within a distance of 10 feet of any proposed footing shall be completed, backfilled and compacted according to Section 120 prior to excavation for cylindrical footings. The Engineer may require the use of casing with the outside annulus backfilled with controlled density fill prior to placement of the cylindrical footing. Casing shall be of sufficient strength to withstand handling and installation procedures. The casing material may consist of sonotube, corrugated metal pipe, pvc, smooth metal pipe or any other material as approved by the Engineer.

During construction of the cylindrical footings, concrete placement operations should closely follow excavation procedures. Groundwater is anticipated to be encountered within the excavations. The longer the excavations are left open the more likely caving may occur.

Concrete shall not be dropped through standing water. If water is present in the excavation it shall be removed prior to concrete placement or the concrete shall be tremied .

TABLE OF FOOTING DATA

Site Footing * Footing **Spiral Designation Diameter Depth Diameter

L 1-L36 2' - O" 7' - O" 1' - 8"

B1-B4 3' - O" 11 ' - O" 2' - 8"

* Footing depth shall be below ground level. ** The size of all spirals shall be #3.

**Spiral Vertical Length Reinforcement

49' - 6" 8-#7 X 6' - 6"

112' -6" 14-#8 X 10' -6"

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POLES

Decorative luminaire poles L 1-L36 shall be 30'tall with a 6' arm. Luminaire poles shall be fluted aluminum shaft style with banner arms, clamshell base, and duplex festoon outlet receptacle (15 amp 3 wire) suitable for outdoor use. The decorative luminaire poles shall have a black powder coated finish and pole cap.

Decorative luminaire poles L 1-L36 shall be designed to accommodate banners and holiday decorations. The design load for the holiday decorations is 121b and the mounting height is 20Ft from the ground to the top of the holiday decorations. Banner arms shall be 2ft long and shall be mounted at 12Ft and 15ft from the ground (see Special Detail) .

The Contractor shall provide the following listed decorative luminaire pole or approved equal:

Holophane Pole Model Shaft Model Base Model Arm Banner

Outlet

Sitelink L6L Sitelink 6 Inch North Yorkshire (NY24CAL6JBK) Boston Harbor (SLBHC72L8BK) BA20L68A3BK, 2 banner arms per pole FGFUS-SXXH

Cantilever traffic signal supports, including anchor bolts, shall be designed for fatigue in accordance with Fatigue Importance Category Ill without galloping and truck induced gusts.

Signal poles shall have rotatable mast arms.

Luminaire extension(s) shall have a 50 Ft. mounting height with 8 Ft. arm.

LUMINAIRES

The lighting design for L 1-L 18 used the following parameters and provides 1.2 and greater average maintained foot-candles and uniformity ratios of 3: 1 (average maintained to minimum maintained foot-candles) and 5:1 (maximum to minimum maintained foot candles:

Setback: Lamp Loss Factor (LLF): Width of Lighted Area: Spacing : Configuration: Mounting Height: Arm Length Lamp:

3 Ft. 0.8 55 Ft. 90 Ft. Two Rows, Opposite 30 Ft. 6 Ft. LED

The following LED luminaire meets the requirements for this design:

Holophane: Memphis Utility Tear Drop LED MPL2 P10 40K AS BK TG 3 SR PCS FPD80 Short, Type Ill

The lighting design for L 19-L36 used the following parameters and provides 0.8 and greater average maintained foot-candles and uniformity ratios of 3: 1 (average maintained to minimum maintained foot-candles) and 5:1 (maximum to minimum maintained foot candles :

Setback: Varies (0-8) Ft.

Lamp Loss Factor (LLF): Width of Lighted Area: Spacing: Configuration: Mounting Height: Arm Length Lamp:

0.8 55 Ft. 130 Ft. Two Rows, Opposite 30 Ft. 6 Ft. LED

The following LED luminaire meets the requirements for this design :

Holophane: Memphis Utility Tear Drop LED MPL2 P10 40K AS BK TG 3 SR PCS FPD80 Short, Type Ill

The Contractor shall provide the listed luminaire or equal. If equivalent luminaire is submitted, it shall be the Contractor's responsibility to provide the lighting analysis to prove that the proposed luminaire meets the design requirements.

INTERSECTION LIGHTING

The lighting design for the 5th Ave intersection used the following parameters and provides 2.9 and greater average maintained foot-candles and uniformity ratios of 3: 1 (average maintained to minimum maintained foot-candles) and 5: 1 (maximum to minimum maintained foot candles:

Lamp Loss Factor (LLF): Width of Lighted Area: Configuration: Mounting Height: Arm Length Lamp:

0.8 Intersection Intersection 50 Ft. 8 Ft. LED

The following LED luminaires meet the requirements for this design:

a.) Eaton:

b.) AEL:

NVN-AF-04-LED-U-T2R- 800, 4000K Short, Type II

ATB2_60BLEDE 1 O_R2, 4000K Medium, Type II

The Contractor shall provide the listed luminaire or equal. If equivalent luminaire is submitted, it shall be the Contractor's responsibility to provide the lighting analysis to prove that the proposed luminaire meets the design requirements .

TRAFFIC SIGNAL METER SOCKETS

The meter sockets provided for traffic signals shall be a 200 amp, positive bypass.

MUL TICONDUCTOR CONTROL CABLE FOR SIGNAL CIRCUITS

The Conductor Jackets for the multiconductor control cables will be color coded in accordance with ICEA S-73-532 Table E2.

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SOUTH 1· 1 1 DAKOTA p 0014(179)419


SIGNAL BACKPLATES

All new vehicle signal heads shall have backplates with retroreflective border. The vehicle signal head backplates shall have a factory applied 3-inch wide yellow retroreflective border. Sheeting for the border shall be Type IX or Type XI in conformance with ASTM D4956. Backplates may be aluminum.

Signal backplates shall extend not less than 5 inches from the edge of the signal head at the top, bottom, and sides. The bottom of the backplate on vehicle signal faces mounted directly above pedestrian signal indications shall be sized to permit the separate adjustment of the vehicle and pedestrian signal indication and may be less than 4 inches.

All costs involved with furnishing and installing backplates with retroreflective border for the new vehicle signal heads shall be incidental to the contract unit price per each for "3 Section Vehicle Signal Head" and "4 Section Directional Vehicle Signal Head".

TRAFFIC SIGNAL CONTROLLER

The Contractor is responsible for programming the new controller with the signal timings provided in these plans.

The controller shall be compatible with the existing controllers in the City of Brookings.

All costs for the detector units necessary to operate the signal as shown in these plans, constructing the concrete pad and footing, materials, labor, and furnishing and installing the controller cabinet shall be incidental to the contract unit price per each for "Traffic Signal Controller".

CONTROLLER REPROGRAMMING

Existing controllers shall be reprogrammed by a qualified technician using the patterns and timings specified on the Signal Timing Sheets. Costs for reprogramming the controllers shall be incidental to the contract lump sum price for "Miscellaneous, Electrical".

FIBER OPTIC CABLE MODEM

New controller at 5th Ave . intersection shall be equipped with a fiber optic modem.

Main Ave signal utilizes wireless system to interconnect to the master controller which is located at 12st intersection. The Contractor shall remove the wireless system and shall furnish and install a fiber optic modem in existing controller cabinet. The Contractor shall utilize the fiber for communication between the existing and new controllers and the master controller.

All costs for furnishing and installing fiber optic modems in new and existing controllers shall be incidental to the contract unit price per each for "Traffic Signal Controller" and the contract lump sum price for "Miscellaneous, Electrical".

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BATTERY BACKUP CABINET

The Contractor shall supply cabinet with concrete pad and footing for housing the Battery Backup System for Traffic Signal system at 5th Ave and Hwy 14 intersection. The cabinets shall be an aluminum NEMA 3R type. The cabinet shall have a thermostatically controller exhaust fan . The cabinet shall be securely attached to the concrete pad with steel anchors and to the back wall of the controller cabinet using chase nipples as approved by the Engineer.

All costs for constructing the concrete pad and footing , materials, labor, and furnishing and installing the battery backup cabinet shall be incidental to the contract unit price per each for "Battery Backup System for Traffic Signal."

DETECTOR LOOP WIRE SPLICING

Detector loop wire splices shall be made using wire nuts over soldered connections, and sealed in 3M Scotchcast 3570G-N connector sealing packs or an approved equal.

The drain wire of the TSP cable shall be left unattached to the ground lug in the traffic signal controller.

WIRE SPLICING FOR LIGHTING

All wire splices for lighting shall be made using TE Connectivity GTAP connectors, NSI Industries Polaris Blue connectors, or an approved equal.

FIBER OPTIC CABLE

The fiber optic cable shall be a 24 strand singlemode fiber optic cable with each buffer containing six fibers. The buffer tubes shall be color coded according to TIA specifications.

Fiber optic cable provided on this project shall meet the latest applicable TIA Specifications for multimode and RUS PE-90-a Specifications for single mode. All fiber optic cable shall be rated for outdoor use.

Multimode optical cable shall have the following optical and physical characteristics :

1. 2. 3. 4 . 5. 6.

7.

8.

Core diameter of 62.5 µm +/- 3µm . Cladding diameter of 125µm +/- 2µm . Numerical aperture of 0.275 +/- 0.015. The fibers shall be coated with a UV Acrylate . The fibers shall be strippable, using mechanical methods. The attenuation coefficient of 3.5 dB per kilometer or less at 850nm and 1.2 dB per kilometer or less at 1300 nm. The Information Transmission Capacity (ITC) or bandwidth, of the cable shall be greater than or equal to 200 MHz per kilometer at 850 nm and 500 MHz per kilometer at 1300nm. One factory fusion splice per kilometer per fiber shall be allowed .

Singlemode optical cable shall have the following optical and physical characteristics :

1. Cladding diameter of 125µm +/- 2µm . 2. Zero dispersion slope shall be 0.092 ps/ (nm2•km) or less. 3. Zero dispersion wavelength , 1300 to 1322 nm. 4. Cutoff wavelength , less than 1250 nm.

5. Maximum attenuation at 1310 nm shall be 0.4 dB per Kilometer. 6. The outside diameter shall be less than 22.1 nm. 7. One factory fusion splice per kilometer per fiber shall be allowed.

The fiber optic cable shall have a seven-core configuration, dielectric central strength member, and thermoplastic tubes . The minimum bending radii of the cable shall be 10X cable diameter under a static load and 20X cable diameter during installation . The installation tensile load rating shall be 2.7 kN .

The cable core interstices shall be filled with water blocking material. If a gel compound is used , the gel compound shall be readily removable with a nontoxic solvent.

Fiber optic cable shall be terminated in the controller cabinet with a wall mounted distribution enclosure. The distribution enclosure shall be dust and moisture resistant. The size of the distribution enclosure shall be adequate for the number offibers to be used. The distribution enclosure shall be mounted in the controller cabinet where it does not interfere with normal cabinet maintenance. The fiber optic cable shall be prepared in accordance with the manufacturer's recommendations and have sufficient length to reach the interface panel. Only fibers needed to operate the equipment plus two spare shall be terminated with LC connectors with less than 0.1 dB loss for multimode and with less than 0.2 dB loss for singlemode. The connector loss after 1000 matings shall be less than 0.2 dB. The connector return loss shall not be greater than 50 dB for singlemode and greater than 30 dB for multimode. All other fibers shall be capped and sealed in accordance with the manufacturer's recommendations.

The fiber optic cable shall be installed in accordance with the manufacturer's recommendations and the NEC. Slack cable shall be left in each controller and junction box. All junction boxes shall have 15' of slack. Controller cabinets shall have 15' of slack. Slack cable shall be coiled and tied in a minimum of three places around the coil. No splices shall be allowed in the fiber optic cable except in the controllers. Splices shall be of the epoxy/polish type.

The contractor shall test the fiber optic cable after the installation to verify the integrity of the fiber.

The payment for supplying, installing, and testing shall be incidental to the contract unit price per foot for "24 Strand Fiber Optic Cable".

ELECTRICAL SERVICE CABINET WITH SECONDARY DISCONNECT

The electrical service cabinet shall be a standard electrical service cabinet located adjacent to the power source.

The Contractor shall install a Nema 3R rainproof, 60 amp rated, non-fused safety switch (with lock) adjacent to the traffic signal cabinet at 5th Ave intersection. The secondary disconnect shall be mounted on a galvanized steel post in accordance with Standard Plate 635.41 .

ACCESSIBLE PEDESTRIAN SIGNAL

The work shall consist of furnishing and installing accessible pedestrian signals (APS). Each APS shall consist of an interactive vibrotactile pedestrian pushbutton with speaker, an informational sign , a latching light emitting diode (LED) indicator light, a solid state electronic control board , a power supply, wiring , and all necessary mounting hardware .

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The operation and performance of the APS units shall meet the requirements of MUTCD Sections 4E.08 to 4E.13. and the applicable sections of NEMA Standards Publication TS-2.

The APS units shall operate using only 2 wires and be capable of supporting a minimum of 16 push button stations.

All mounting fasteners shall be stainless steel ; all threads shall be coated with anti-seize compound meeting the requirements of USA Dept. of Defense specification MIL-PRF-907F.

The push button component of APS shall meet the requirements of section 985.1 S of the Specifications except that all housings and external hardware shall be aluminum, powder coated yellow.

The APS control unit shall include capability to monitor the push buttons and pedestrian signal head displays. Conflicts shall cause the channel to be powered off.

The APS control unit shall include capability to monitor communications with the push buttons. Communication faults shall automatically reset the control unit.

Two licensed copies of any APS programming software shall be furnished. All software programming, firmware updates, and audio message programming of the APS shall be through USB port or Ethernet connection.

All costs for furnishing and installing the accessible pedestrian signal including labor, materials, and equipment, shall be incidental to the contract unit price per each for "Accessible Pedestrian Signal".

PEDESTRIAN PUSH BUTTON POLE

Pedestrian push button poles shall be one of the following types, or an approved equal :

Product

Crosswalk Pedestal CP6ACT 4840TCSS

Ped Poles SP-3022-NY-SPOOO 1

Manufacturer

Frey Manufacturing Corp. Norwood, MN 55368-9675 Phone: 1-952-467-4402 www.freymfgcorp.com

Pelco Products, Inc Edmond, OK 73013 Phone: 1-405-340-3434 www.pelcoinc.com

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MISCELLANEOUS SIGNAL PARTS

The Contractor shall replace the existing backplates for the intersections listed in the table below. All new backplates shall have retroreflective border. The vehicle signal head backplates shall have a factory applied 3-inch wide yellow retroreflective border. Sheeting for the border shall be Type IX or Type XI in conformance with ASTM D4956. Backplates may be aluminum.

Signal backplates shall extend not less than 5 inches from the edge of the signal head at the top, bottom, and sides. The bottom of the backplate on vehicle signal faces mounted directly above pedestrian signal indications shall be sized to permit the separate adjustment of the vehicle and pedestrian signal indication and may be less than 4 inches.

All costs for labor and material to remove existing backplates and install new backplates with retroreflective border shall be incidental to the contract lump sum price for "Miscellaneous Signal Parts".

Intersection 3-Section Head 5-Section Head

Main Ave 8 2

Medary Ave 8 2

12th Ave 14 0

Total I 30 4

ELECTRICAL JUNCTION BOXES

At locations noted on these plans, the Contractor shall remove existing junction boxes and install new junction boxes. Before placing the new junction boxes, the existing base course shall be excavated so that the new junction boxes sit flush with the new sidewalk and ramp grades. The new junction boxes shall be Type 1, 2, or 3 as shown on the plan sheets.

REPLACE EXISTING 5- SECTION VEHICLE SIGNAL HEADS AT MAIN AVE. AND MEDARY AVE. INTERSECTIONS.

The Contractor shall take down the existing 5-section heads and install 4-section heads with flashing yellow arrow for Main Ave. intersection and Medary Ave. intersection.

The Contractor shall use the existing wire to connect the new 4-section heads. The Contractor shall modify the wiring in the controller cabinet to make the 4-Section Head operational.

All costs involved with furnishing, rewiring and installing 4-section vehicle heads shall be incidental to the contract unit price per each for "4 Section Directional Vehicle Signal Head".

I STATE OF I PROJECT I I TOTAL t-----------i...:S::_::HE=ET:....J__JS:!;!!HE~ET~S--1

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L6 L36TABLE OF CONDUIT AND CABLE QUANTITIES I STATE OF I PROJECT I I TOTAL 1--------------i.._:S::_:H:EE:T~.....,:S!!;H~E~ET~sw

SOUTH I I I DAKOTA P-PH 0014(179)419


0 Rigid Conduit lnnerduct Copper Wire Copper Tray Cable, K2 0 Twisted Shielded Pole and Bracket Fiber Optic Preemption <:'!

Schedule 40 Schedule 80 Schedule 40 #14AWG Pair Cable Cable Cable

2" 3" 5" 2" 3" 1" 1/C 1/C 1/C 1/C 2/C 4/C 5/C 24/C 30/C #16 2/C 24

#4 #6 #10 #14 AWG #10 Strand Cl)

ri AWG AWG AWG AWG AWG en

Location to Location Ft Ft Ft Ft Ft Ft Ft Ft Ft Ft Ft Ft Ft Ft 0 a: LIGHTING

L1 JL5 205 635

JL5 L3 180 70 775

L3 L5 115 475

L5 L7 85 350

L7 L9 55 45 415

L9 L11 100 415

L 11 L13 75 310

L 13 L15 110 455

L 15 L17 110 455

L 17 JL3 70 290

JL3 JL2 75 620

L2 JL4 170 525

JL4 L4 170 85 790

L4 L6 100 415

L6 LS 100 415

LS L10 60 45 435

L10 L12 100 415

L12 L14 105 435

L 14 L16 90 370

L16 L18 105 435

L18 JL2 70 290

JL2 JL 1 210 3,460

JL 1 SERVICE CABINET 125 2,060 C Cl

JL3 L19 85 350 "! '§

L19 L21 145 600 "O C 0

L21 L23 145 600 (.) Q)

L23 L25 105 50 640 :0

~ L25 L27 140 580 [l] ....

N L27 L29 130 535 0

-"'

L29 L31 100 40 580 e :9

L31 L33 140 580 C' 0. -:

L33 L35 115 355

JL2 L20 85 350

L20 L22 145 600 Cl)

ii: L22 L24 150 620

L24 L26 100 45 600

L26 L28 140 580

L28 L30 140 580

L30 L32 75 65 580

L32 L34 145 600

L34 L36 85 265

LUMINAIRE POLES

LUMINAIRE POLE L1 70 45





LUMINAIRE POLE L6 70 45 "' co LUMINAIRE POLE L7 70 45 N .... ~ LUMINAIRE POLE LS 70 45




E e Subtotal: 4,205 210 660 125 21,490 3,345 760 495 u. "O

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TABLE OF CONDUIT AND CABLE QUANTITIES

Rigid Conduit lnnerduct Copper Wire Copper Tray Cable, K2 Twisted Shielded Pole and Bracket Fiber Optic

Schedule 40 Schedule 80 Schedule 40 #14AWG Pair Cable Cable

2" 3" 5" 2" 3" 1" 1/C 1/C 1/C 1/C 2/C 4/C 5/C 24/C 30/C #16 2/C 24

#4 #6 #10 #14 AWG #10 Strand

AWG AWG AWG AWG AWG

Location to Location Ft Ft Ft Ft Ft Ft Ft Ft Ft Ft Ft Ft Ft

LIGHTING CONT'D

LUMINAIRE POLES


























FIBER

CONTR. @ MAIN EJ1 35

EJ1 FJO 15 15 15 30

FJO FJ1 100 100 100 105

JF1 JF2 405 80 485 485 500

JF2 JF3 80 80 80 180

JF3 CONTR. @5TH 25 25 25 80

JF2 JF4 315 315 315 325

JF4 JF5 460 45 505 505 525

JF5 JF6 395 95 490 490 520

JF6 JF7 425 45 470 470 500

JF7 EJF8 420 420 420 435

EJF8 EXISTING CONTR. 70 85

Subtotal: 2,460 445 2,905 2,975 1,750 1,125 3,320

I STATE OF I PROJECT I I TOTAL 1--------------i.._:S::_:H:EE:T~.....,:S!!;H~E~ET~sw



Preemption Cable

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2" 3" 5" 2" 3" 1" 1/C 1/C 1/C 1/C 2/C 4/C 5/C 24/C 30/C #16 2/C 24

#4 #6 #10 #14 AWG #10 Strand

AWG AWG AWG AWG AWG


SD HWY 1416TH ST & 5TH AVE

SERVICE CABINET JB1 180 1,115

JB1 DISCONNECT 185 1,145

DISCONNECT CONTROLLER 10 35

DISCONNECT JB4 15 50

CONTROLLER JB4 15 125 35 35 170

JB4 JB3 40 165

JB3 JB2 125 130

JB4 B2 15 50 20

JB4 PB3 15 20

JB4 PB4 25 30

JB4 JB5 65 205 135 70 70

JB5 B1 20 65 25

JB5 PB1 25 30

JB5 PB2 15 20

JB4 JB6 30 70 310 415 105 105 620

JB6 B3 15 50 20

JB6 PB5 15 20

JB6 PB6 25 30

JB6 JB7 35 75

JB6 JB8 30 75 325 435 110 435

JB8 B4 25 80 30

JBS PB7 25 30

JBS PB8 20 25

JBS JB9 145 150

SIGNAL POLE B1 160 65 65




PED PB POLE PB1 5

PED PB POLE PB2 5

PED PB POLE PB3 5

PED PB POLE PB4 5

PED PB POLE PB5 5

PED PB POLE PB6 5

PED PB POLE PB7 5

PED PB POLE PBS 5

Subtotal: 790 60 200 210 3,430 1,355 510 160 300 255 1,815 260




Preemption Cable

Ft

65

20

70

25

210

20

110

30

C Cl "! '§ "O C 0 (.) Q)

:0

~ [l] .... N 0 -"' e :9 C' 0. -:

Cl)

ii:

550

L9 L36

"' co N .... ~




2" 3" 5" 2" 3" 1" 1/C 1/C 1/C 1/C 2/C 4/C 5/C 24/C 30/C #16 2/C 24

#4 #6 #10 #14 AWG #10 Strand

AWG AWG AWG AWG AWG


SD HWY 1416TH ST & MEDARY AVE

CONTROLLER EJD1 80 660

EJD1 PD? 20 25

EJD1 PD8 30 35

EJD1 EJD4 155

EJD4 PD5 30 35

EJD4 PD6 20 25

EJD1 EJD5 105 435

EJD5 PD1 20 25

EJD5 PD2 15 20

EJD5 EJD7 175

EJD7 PD3 30 35

EJD7 PD4 20 25

PED PB POLE PD1 5

PED PB POLE PD2 5

PED PB POLE PD3 5

PED PB POLE PD4 5

PED PB POLE PD5 5

PED PB POLE PD6 5

PED PB POLE PD? 5

PED PB POLE PD8 5

SD HWY1416TH ST & 12TH AVE

CONTROLLER EJE1 330

EJE1 PE? 20 25

EJE1 PE8 30 35

EJE1 EJE2 115

EJE2 PE5 25 30

EJE2 PE6 15 20

EJE1 EJE3 435

EJE3 PE1 30 35

EJE3 PE2 20 25

EJE3 EJE4 115

EJE4 PE3 15 20

EJE4 PE4 20 25

PED PB POLE PE1 5

PED PB POLE PE2 5

PED PB POLE PE3 5

PED PB POLE PE4 5

PED PB POLE PE5 5

PED PB POLE PE6 5

PED PB POLE PE? 5

PED PB POLE PE8 5

Subtotal: 440 105 0 2,940

Total : 7,895 270 200 1,210 335 2,905 21,490 6,775 2,975 2,510 4,295 510 160 300 255 1,815 1,880 3,320

Preemption Cable

Ft

550




38+00 39+00

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

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1:4

0Plotted Fro

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4286

US HWY 14/6TH STREET & MAIN AVENUE

R.O.W. R.O.W.

R.O.W.R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

25

26

2728

24

31

1

13

14

2

3

4

5

6

78

23

EA3EPA5

US HWY 14/6TH STREET

EPA6

EPA8

EA4

EPA7

EPA1

EA1

EPA2

MAIN A

VE

NU

E

EPA4

EA2

EPA3

EXISTING SIGNAL LAYOUT

KEY ITEM

Optical Detector

(4-Channel)Emergency Vehicle Preemption Unit

(24-30)Pedestrian Signal Head w/Countdown Timer

PB

(EA2,EA4)Signal Pole w/30' Mast Arm & 8' Lumin Arm

(EA3)Signal Pole w/40' Mast Arm & 8' Lumin Arm

(EA1)Signal Pole w/35' Mast Arm & 8' Lumin Arm

(EA1-EA4)Roadway Luminaire, 400w with P.E.

(3-6,10-13)3 Section Vehicle Signal Head

(1,2,7-9,14)5 Section Vehicle Signal Head

(EPA1-EPA8)Pedestrian Push Button Pole

R10-3e (Left - 4/Right - 4)Pedestrian Crossing Sign

EXISTING ITEMS

REMOVE

KEY ITEM

PB

Pedestrian Push Button

Pedestrian Push Button


(1,2,8,9)5 Section Vehicle Signal Head

(Backplate - 10)Miscellaneous Signal Parts

29

30

9

10

11

12

G

Y

R

GYR

GYR

<<YR G GY

G

Y

R

<

<

Y

R

G

G

Y

<<YR G GY

G

Y

R

< < Y RGG Y

<

<

Y

R

G

G

Y

G Y R

G

Y

R

G Y R

< < Y RGG Y

STEADY

TIMER

FLASHING

TIME REMAININGTO FINISH CROSSING

STEADY

TIMER

FLASHING


STEADY

TIMER

FLASHING


STEADY

TIMER

FLASHING


START CROSSING

TO FINISH CROSSING

TIME REMAINING

STEADY

TIMER

FLASHING

DON'T CROSS

START CROSSING

TO FINISH CROSSING

TIME REMAINING

STEADY

TIMER

FLASHING

DON'T CROSS

START CROSSING

TO FINISH CROSSING

TIME REMAINING

STEADY

TIMER

FLASHING

DON'T CROSS

START CROSSING

TO FINISH CROSSING

TIME REMAINING

STEADY

TIMER

FLASHING

DON'T CROSS

STEADY

TIMER

FLASHING


STEADY

TIMER

FLASHING


START CROSSING

DON'T START

VEHICLES

WATCH FOR

IF STARTED

FINISH CROSSING

DON'T CROSS

PUSH BUTTON

TO CROSS

START CROSSING

DON'T START

VEHICLES

WATCH FOR

IF STARTED

FINISH CROSSING

DON'T CROSS

PUSH BUTTON

TO CROSS

PB

PB

PB

PB

PB

PB

PB

PB

START CROSSING

DON'T START

VEHICLES

WATCH FOR

IF STARTED

FINISH CROSSING

DON'T CROSS

PUSH BUTTON

TO CROSS

START CROSSING

DON'T START

VEHICLES

WATCH FOR

IF STARTED

FINISH CROSSING

DON'T CROSS

PUSH BUTTON

TO CROSS

START CROSSING

DON'T START

VEHICLES

WATCH FOR

IF STARTED

FINISH CROSSING

DON'T CROSS

PUSH BUTTON

TO CROSS

START CROSSING

DON'T START

VEHICLES

WATCH FOR

IF STARTED

FINISH CROSSING

DON'T CROSS

PUSH BUTTON

TO CROSS

DON'T START

FINISH CROSSING

IF STARTED

WATCH FOR

VEHICLES

PUSH BUTTON

TO CROSS

DON'T START

FINISH CROSSING

IF STARTED

WATCH FOR

VEHICLES

PUSH BUTTON

TO CROSS

DON'T START

FINISH CROSSING

IF STARTED

WATCH FOR

VEHICLES

PUSH BUTTON

TO CROSS

DON'T START

FINISH CROSSING

IF STARTED

WATCH FOR

VEHICLES

PUSH BUTTON

TO CROSS

L10 L36

38+00 39+00

DAKOTA

SOUTH

STATE OFPROJECT

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US HWY 14/6TH STREET & MAIN AVENUE

R.O.W.R.O.W.

R.O.W.R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

MAIN A

VE

NU

E


ESTIMATE OF QUANTITIES

EST UNITQUANTKEY ITEM

EACHAccessible Pedestrian SignalPB

SIGNAL LAYOUT

25 4

EPA1

EA1

EPA2

26

2

3 5

23

31

14

24 1

13

EPA8

EA4

EPA7

EA3EPA5

EPA6

EPA4

EA2

EPA3

27

7288

6

8


SUMLUMP

LS

EACHR10-3e (Left - 4/Right - 4)Pedestrian Crossing Sign

8

EACH4(1,2,8,9)4 Section Vehicle Signal Head

2911

30

1012

9

STEADY

TIMER

FLASHING


START CROSSING

DON'T START

VEHICLES

WATCH FOR

IF STARTED

FINISH CROSSING

DON'T CROSS

PUSH BUTTON

TO CROSS

G

Y

R

GYR

GYR

<<<<

Y GR Y

G

Y

R

<<<<

Y GR Y

<

<

Y

R

G

G

Y

G

Y

R

< < < <

YG RY

<

<

Y

R

G

G

Y

G

Y

R

G Y R

G Y R

< < < <

YG RY

START CROSSING

TO FINISH CROSSING

TIME REMAINING

STEADY

TIMER

FLASHING

DON'T CROSS

START CROSSING

TO FINISH CROSSING

TIME REMAINING

STEADY

TIMER

FLASHING

DON'T CROSS

START CROSSING

TO FINISH CROSSING

TIME REMAINING

STEADY

TIMER

FLASHING

DON'T CROSS

START CROSSING

TO FINISH CROSSING

TIME REMAINING

STEADY

TIMER

FLASHING

DON'T CROSS

STEADY

TIMER

FLASHING


STEADY

TIMER

FLASHING


STEADY

TIMER

FLASHING


STEADY

TIMER

FLASHING


PB

PB

PB

PB

PB

PBPB

PB

DON'T START

FINISH CROSSING

IF STARTED

WATCH FOR

VEHICLES

PUSH BUTTON

TO CROSS

DON'T START

FINISH CROSSING

IF STARTED

WATCH FOR

VEHICLES

PUSH BUTTON

TO CROSS

DON'T START

FINISH CROSSING

IF STARTED

WATCH FOR

VEHICLES

PUSH BUTTON

TO CROSS

DON'T START

FINISH CROSSING

IF STARTED

WATCH FOR

VEHICLES

PUSH BUTTON

TO CROSS

START CROSSING

DON'T START

VEHICLES

WATCH FOR

IF STARTED

FINISH CROSSING

DON'T CROSS

PUSH BUTTON

TO CROSS

START CROSSING

DON'T START

VEHICLES

WATCH FOR

IF STARTED

FINISH CROSSING

DON'T CROSS

PUSH BUTTON

TO CROSS

START CROSSING

DON'T START

VEHICLES

WATCH FOR

IF STARTED

FINISH CROSSING

DON'T CROSS

PUSH BUTTON

TO CROSS

START CROSSING

DON'T START

VEHICLES

WATCH FOR

IF STARTED

FINISH CROSSING

DON'T CROSS

PUSH BUTTON

TO CROSS

L11 L36

41+00 42+00 43+00

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

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US HWY 14/6TH STREET & 5TH AVENUE

KEY ITEM

OPTICAL DETECTOR

(4-CHANNEL)EMERGENCY VEHICLE PREEMPTION UNIT

PEDESTRIAN PUSH BUTTONPB



R.O.W.

R.O.W.R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

1

2

3

4

5

6

78

9

10

11

12

13

14 15

16

17

18

19

20

21

22

DON'T START

START CROSSING

DON'T CROSS

PUSH BUTTON

TO CROSS

STEADY

FLASHING

VEHICLES

WATCH FOR

IF STARTED

FINISH CROSSING

DON'T START

START CROSSING

DON'T CROSS

PUSH BUTTON

TO CROSS

STEADY

FLASHING

VEHICLES

WATCH FOR

IF STARTED

FINISH CROSSING

DON'T START

START CROSSING

DON'T CROSS

PUSH BUTTON

TO CROSS

STEADY

FLASHING

VEHICLES

WATCH FOR

IF STARTED

FINISH CROSSING

VEHICLES

DON'T START

START CROSSING

WATCH FOR

IF STARTED

FINISH CROSSING

STEADY

FLASHING

DON'T CROSS

PUSH BUTTON

TO CROSS

PB

PB

PB

PB


SUMLUMP

LS

EACH(EB1,EB2,EB3,EB4)REMOVE SIGNAL POLE FOOTING

4


(EB2)SIGNAL POLE W/20' MAST ARM

(EB3,EB4)SIGNAL POLE W/25' MAST ARM

(EB1)SIGNAL POLE W/35' MAST ARM

(15-22)PEDESTRIAN SIGNAL HEAD


(3-6,8-14) (REMOVE FOR RESET)3 SECTION VEHICLE SIGNAL HEAD

(1,2,7) (REMOVE FOR RESET)5 SECTION VEHICLE SIGNAL HEAD

EB2

EB3

EB4


EB1

5T

H A

VE

NU

E


KEY ITEM

R10-3b (LEFT - 3 /RIGHT - 1 )PEDESTRIAN CROSSING SIGN

REMOVE SIGNAL EQUIPMENT

DON'T START

START CROSSING

DON'T CROSS

PUSH BUTTON

TO CROSS

STEADY

FLASHING

VEHICLES

WATCH FOR

IF STARTED

FINISH CROSSING

WIRELESS INTERCONNECT SYSTEM


G

Y

R

GYR

GYR

<<YR G GY

G Y R

G

Y

R <

<

Y

R

G

G

Y

G

Y

RG

Y

R

<<YR G GY

G Y R

G Y RG Y R

G

Y

R

L12 L36

41+00 42+00 43+00

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

P-PH 0014(179)419

STEADY

TIMER

FLASHING


START CROSSING

TO FINISH CROSSING

TIME REMAINING

STEADY

TIMER

FLASHING

DON'T CROSS

STEADY

TIMER

FLASHING


START CROSSING

TO FINISH CROSSING

TIME REMAINING

STEADY

TIMER

FLASHING

DON'T CROSS

STEADY

TIMER

FLASHING


START CROSSING

TO FINISH CROSSING

TIME REMAINING

STEADY

TIMER

FLASHING

DON'T CROSS

START CROSSING

TO FINISH CROSSING

TIME REMAINING

STEADY

TIMER

FLASHING

DON'T CROSS

STEADY

TIMER

FLASHING


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R.O.W.

R.O.W.R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

5T

H A

VE

NU

E




EACH

EACH

EACH

EACH

Optical Detector

(4-Channel)Emergency Vehicle Preemption Unit

(B4)Signal Pole w/35' Mast Arm & 8' Lumin Arm

(B3)Signal Pole w/40' Mast Arm & 8' Lumin Arm

EACH

EACH

EACH

EACH

EACH(PB1-PB8)Pedestrian Push Button Pole

EACH(17-24)Pedestrian Signal Head w/Countdown Timer

EACH

Accessible Pedestrian SignalPB

PB2 42+09.86-45.7' LPB1 42+02.73-38.68' L

B1 42+03-43' L

PB4 42-64.65-38.64' LPB3 42+57.43-45.62' L

B2 42+63-44' L

PB8 41+91.57-40.03' RPB7 42+01-46.73' R

B4 41+91-47' R

PB6 42+70.48-46.24' RPB5 42+78.93-40.95' R

B3 42+81-39.5' R

EACH(B2)Signal Pole w/25' Mast Arm & 8' Lumin Arm

EACH(B1)Signal Pole w/45' Mast Arm & 8' Lumin Arm

1

1

1

1

4

8

8

GYR

G

Y

R

G

Y

RG

Y

R

G Y R

G

Y

R

G

Y

R

GYR

GYR

G Y R

G Y R

G

Y

R

1

2 3

5

6

7

8

910

1112

13

14

15 16

17

18

19 20

21

22

23

24

12

4

4

8


8

4

1

START CROSSING

DON'T START

VEHICLES

WATCH FOR

IF STARTED

FINISH CROSSING

DON'T CROSS

PUSH BUTTON

TO CROSS

DON'T START

FINISH CROSSING

IF STARTED

WATCH FOR

VEHICLES

PUSH BUTTON

TO CROSS

PB

PB

START CROSSING

DON'T START

VEHICLES

WATCH FOR

IF STARTED

FINISH CROSSING

DON'T CROSS

PUSH BUTTON

TO CROSSPB

DON'T START

FINISH CROSSING

IF STARTED

WATCH FOR

VEHICLES

PUSH BUTTON

TO CROSSPB

START CROSSING

DON'T START

VEHICLES

WATCH FOR

IF STARTED

FINISH CROSSING

DON'T CROSS

PUSH BUTTON

TO CROSSPB

DON'T START

FINISH CROSSING

IF STARTED

WATCH FOR

VEHICLES

PUSH BUTTON

TO CROSSPB

DON'T START

FINISH CROSSING

IF STARTED

WATCH FOR

VEHICLES

PUSH BUTTON

TO CROSSPB

START CROSSING

DON'T START

VEHICLES

WATCH FOR

IF STARTED

FINISH CROSSING

DON'T CROSS

PUSH BUTTON

TO CROSSPB

11'

11'

18'

21'

11'

11'

<<<<

Y GR Y

< < < <

YG RY

< < < <

YG RY

<<<<

Y GR Y

21'

35'

(6,13,15,16)4 Section Vehicle Signal Head

(1-5,7-12,14)3 Section Vehicle Signal Head

SIGNAL LAYOUT

(B1,B2,B3,B4)Roadway Luminaire, LED with P.E.

STEADY

TIMER

FLASHING


START CROSSING

DON'T START

VEHICLES

WATCH FOR

IF STARTED

FINISH CROSSING

DON'T CROSS

PUSH BUTTON

TO CROSS

L13 L36

50+00 51+00 52+00

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

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EACH

R.O.W.

R.O.W.R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

VEHICLES

DON'T START

START CROSSING

WATCH FOR

IF STARTED

FINISH CROSSING

STEADY

FLASHING

DON'T CROSS

PUSH BUTTON

TO CROSS

DON'T START

START CROSSING

DON'T CROSS

PUSH BUTTON

TO CROSS

STEADY

FLASHING

VEHICLES

WATCH FOR

IF STARTED

FINISH CROSSING

DON'T START

START CROSSING

DON'T CROSS

PUSH BUTTON

TO CROSS

STEADY

FLASHING

VEHICLES

WATCH FOR

IF STARTED

FINISH CROSSING

DON'T START

START CROSSING

DON'T CROSS

PUSH BUTTON

TO CROSS

STEADY

FLASHING

VEHICLES

WATCH FOR

IF STARTED

FINISH CROSSING

PB

PB PB

PB


KEY ITEM


PEDESTRIAN PUSH BUTTONPB

(EC1,EC2,EC3,EC4)REMOVE SIGNAL POLE FOOTING

4

SALVAGE SIGNAL EQUIPMENTSUM

LUMPLS


(EC1,EC3)SIGNAL POLE W/20' MAST ARM & 8' LUMIN ARM

(EC1,EC3)ROADWAY LUMINAIRE, 250W WITH P.E.


EC3EC4

EC1

7T

H A

VE

NU

E

EC2


(EC2,EC4)PEDESTAL SIGNAL POLE

(1-12)3 SECTION VEHICLE SIGNAL HEAD


OPTICAL DETECTOR

REMOVE SIGNAL EQUIPMENT

KEY ITEM

R10-3b (LEFT - 3 /RIGHT - 1 )PEDESTRIAN CROSSING SIGNDON'T START

START CROSSING

DON'T CROSS

PUSH BUTTON

TO CROSS

STEADY

FLASHING

VEHICLES

WATCH FOR

IF STARTED

FINISH CROSSING

WIRELESS COMMUNICATION SYSTEM

GYR

G

Y

R

G

Y

R

GYR

GYR

GYR

G

Y

R

G Y R

G

Y

R

G Y R

G Y R

G Y R

L14 L36

63+00 64+00 64+8264+820+00 1+00

2+00

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

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KEY ITEM

US HWY 14/6TH STREET & MEDARY AVENUE

R.O.W.

R.O.W.

R.O.W.R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

DON'T START

START CROSSING

DON'T CROSS

PUSH BUTTON

TO CROSS

STEADY

FLASHING

VEHICLES

WATCH FOR

IF STARTED

FINISH CROSSING

DON'T START

START CROSSING

DON'T CROSS

PUSH BUTTON

TO CROSS

STEADY

FLASHING

VEHICLES

WATCH FOR

IF STARTED

FINISH CROSSING

DON'T START

START CROSSING

DON'T CROSS

PUSH BUTTON

TO CROSS

STEADY

FLASHING

VEHICLES

WATCH FOR

IF STARTED

FINISH CROSSING

VEHICLES

DON'T START

START CROSSING

WATCH FOR

IF STARTED

FINISH CROSSING

STEADY

FLASHING

DON'T CROSS

PUSH BUTTON

TO CROSS

VEHICLES

DON'T START

START CROSSING

WATCH FOR

IF STARTED

FINISH CROSSING

STEADY

FLASHING

DON'T CROSS

PUSH BUTTON

TO CROSS

VEHICLES

DON'T START

START CROSSING

WATCH FOR

IF STARTED

FINISH CROSSING

STEADY

FLASHING

DON'T CROSS

PUSH BUTTON

TO CROSS

VEHICLES

DON'T START

START CROSSING

WATCH FOR

IF STARTED

FINISH CROSSING

STEADY

FLASHING

DON'T CROSS

PUSH BUTTON

TO CROSS

PB

PB

PB

PB

PB

PB

PB

1

2

3

4

5

6 7

89

10

11

12

13

1415

16 17

18

19

20

21

22

23

24

KEY ITEM

OPTICAL DETECTOR


PEDESTRIAN PUSH BUTTON


PB

DON'T START

START CROSSING

DON'T CROSS

PUSH BUTTON

TO CROSS

STEADY

FLASHING

VEHICLES

WATCH FOR

IF STARTED

FINISH CROSSING


(ED2)SIGNAL POLE W/30' MAST ARM

(ED1,ED3,ED4)SIGNAL POLE W/40' MAST ARM

(ED1,ED2,ED3,ED4)ROADWAY LUMINAIRE, 400W WITH P.E.

(3-7,11,15)3 SECTION VEHICLE SIGNAL HEAD

ED2

ED3ED4

ED1


ME

DA

RY A

VE

NU

E


EXISTING ITEMS

REMOVE

PEDESTRIAN PUSH BUTTON PB

DON'T START

START CROSSING

DON'T CROSS

PUSH BUTTON

TO CROSS

STEADY

FLASHING

VEHICLES

WATCH FOR

IF STARTED

FINISH CROSSING



(1,2,8-10,13,14,16)5 SECTION VEHICLE SIGNAL HEAD

(1,2,9,10,13,14)5 SECTION VEHICLE SIGNAL HEAD

(BACKPLATE - 10)MISCELLANEOUS SIGNAL PARTS

G

Y

R

<<YR G GY

<

<

Y

R

G

G

Y

<

<

Y

R

G

G

Y

G

Y

R

G

Y

R

< < Y RGG Y

<

<

Y

R

G

G

Y

G Y R

G Y R

< < Y RGG Y

<

<

Y

R

G

G

Y

G

Y

R

GYR

GYR

<<YR G GY

DON'T START

START CROSSING

DON'T CROSS

PUSH BUTTON

TO CROSS

STEADY

FLASHING

VEHICLES

WATCH FOR

IF STARTED

FINISH CROSSING

PB

L15 L36

63+00 64+00 64+8264+820+00 1+00

2+00

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

P-PH 0014(179)419

STEADY

TIMER

FLASHING


START CROSSING

TO FINISH CROSSING

TIME REMAINING

STEADY

TIMER

FLASHING

DON'T CROSS

STEADY

TIMER

FLASHING


STEADY

TIMER

FLASHING


STEADY

TIMER

FLASHING


START CROSSING

TO FINISH CROSSING

TIME REMAINING

STEADY

TIMER

FLASHING

DON'T CROSS

START CROSSING

TO FINISH CROSSING

TIME REMAINING

STEADY

TIMER

FLASHING

DON'T CROSS

START CROSSING

TO FINISH CROSSING

TIME REMAINING

STEADY

TIMER

FLASHING

DON'T CROSS

U:\rd\prj\bro

k027

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Plot Scale -

1:4

0Plotted Fro

m -

trpr1

4286

US HWY 14/6TH STREET & MEDARY AVENUE

R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

ME

DA

RY A

VE

NU

E


PD2 63+96.84-45.72' LPD1 63+89.82-38.6' L

ED1

PD4 64+73.55-49.83' LPD3 64+65.92-57.19' L

ED2

PD6 64+71.15-49.75' RPD5 64+78.97-41.74' R

ED3

PD8 63+87.72-40.1' RPD7 63+95-59-47.91' R

ED4



EACH

EACH(PD1-PD8)Pedestrian Push Button Pole

Accessible Pedestrian SignalPB

SIGNAL LAYOUT

5

19

3

2

6

9 21

7

20

8

10

1113

23

12 221415

117

16

24

418

8

8


SUMLUMP

LS


8

START CROSSING

DON'T START

VEHICLES

WATCH FOR

IF STARTED

FINISH CROSSING

DON'T CROSS

PUSH BUTTON

TO CROSS

DON'T START

FINISH CROSSING

IF STARTED

WATCH FOR

VEHICLES

PUSH BUTTON

TO CROSSPB

PB

START CROSSING

DON'T START

VEHICLES

WATCH FOR

IF STARTED

FINISH CROSSING

DON'T CROSS

PUSH BUTTON

TO CROSSPB

START CROSSING

DON'T START

VEHICLES

WATCH FOR

IF STARTED

FINISH CROSSING

DON'T CROSS

PUSH BUTTON

TO CROSSPB

START CROSSING

DON'T START

VEHICLES

WATCH FOR

IF STARTED

FINISH CROSSING

DON'T CROSS

PUSH BUTTON

TO CROSSPB

DON'T START

FINISH CROSSING

IF STARTED

WATCH FOR

VEHICLES

PUSH BUTTON

TO CROSSPB

DON'T START

FINISH CROSSING

IF STARTED

WATCH FOR

VEHICLES

PUSH BUTTON

TO CROSSPB

DON'T START

FINISH CROSSING

IF STARTED

WATCH FOR

VEHICLES

PUSH BUTTON

TO CROSSPB

EACH8(17-24)Pedestrian Signal Head w/Countdown Timer

EACH6(1,2,9,10,13,14)4 Section Vehicle Signal Head

STEADY

TIMER

FLASHING


START CROSSING

DON'T START

VEHICLES

WATCH FOR

IF STARTED

FINISH CROSSING

DON'T CROSS

PUSH BUTTON

TO CROSS

G

Y

R

<

<

Y

R

G

G

Y

<<<<

Y GR Y

<

<

<

<

Y

G

R

Y

G

Y

R

G

Y

R

<

<

Y

R

G

G

Y

< < < <

YG RY

G Y R

G Y R

< < < <

YG RY

<

<

<

<

Y

G

R

Y

GYR

G

Y

R

GYR

<<<<

Y GR Y

L16 L36

8+00 9+00 10+00

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

P-PH 0014(179)419

KEY ITEM

KEY ITEM

OPTICAL DETECTOR


PEDESTRIAN PUSH BUTTON


PB

DON'T START

START CROSSING

DON'T CROSS

PUSH BUTTON

TO CROSS

STEADY

FLASHING

VEHICLES

WATCH FOR

IF STARTED

FINISH CROSSING


(EE1,EE2,EE3,EE4)ROADWAY LUMINAIRE, 400W WITH P.E.

EXISTING ITEMS

REMOVE

PEDESTRIAN PUSH BUTTON PB

(EE2,EE4)SIGNAL POLE W/25' MAST ARM

(EE1,EE3)SIGNAL POLE W/40' MAST ARM

(1-14)3 SECTION VEHICLE SIGNAL HEAD

DON'T START

START CROSSING

DON'T CROSS

PUSH BUTTON

TO CROSS

STEADY

FLASHING

VEHICLES

WATCH FOR

IF STARTED

FINISH CROSSING



U:\rd\prj\bro

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0Plotted Fro

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1

2

3

4

5

6

78

9

10

11

12

13

14 15

16

17

18

19

20

21

22

DON'T START

START CROSSING

DON'T CROSS

PUSH BUTTON

TO CROSS

STEADY

FLASHING

VEHICLES

WATCH FOR

IF STARTED

FINISH CROSSING

DON'T START

START CROSSING

DON'T CROSS

PUSH BUTTON

TO CROSS

STEADY

FLASHING

VEHICLES

WATCH FOR

IF STARTED

FINISH CROSSING

VEHICLES

DON'T START

START CROSSING

WATCH FOR

IF STARTED

FINISH CROSSING

STEADY

FLASHING

DON'T CROSS

PUSH BUTTON

TO CROSS

VEHICLES

DON'T START

START CROSSING

WATCH FOR

IF STARTED

FINISH CROSSING

STEADY

FLASHING

DON'T CROSS

PUSH BUTTON

TO CROSS

PBPB

PBPB

EE4

EE2

EE3

12T

H A

VE

NU

E


EE1

R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.R.O.W.

R.O.W.

R.O.W.


(BACKPLATE - 14)MISCELLANEOUS SIGNAL PARTS

GYR

GYR

GYR

G

Y

R

GYR

G

Y

R

G

Y

R

G Y R

G

Y

R G

Y

R

G Y R

G Y R

G Y R

G

Y

R

L17 L36

8+00 9+00 10+00

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

P-PH 0014(179)419

START CROSSING

TO FINISH CROSSING

TIME REMAINING

STEADY

TIMER

FLASHING

DON'T CROSS

STEADY

TIMER

FLASHING


START CROSSING

TO FINISH CROSSING

TIME REMAINING

STEADY

TIMER

FLASHING

DON'T CROSS

STEADY

TIMER

FLASHING


STEADY

TIMER

FLASHING


START CROSSING

TO FINISH CROSSING

TIME REMAINING

STEADY

TIMER

FLASHING

DON'T CROSS

START CROSSING

TO FINISH CROSSING

TIME REMAINING

STEADY

TIMER

FLASHING

DON'T CROSS



EACH

EACH(PE1-PE8)Pedestrian Push Button Pole

Accessible Pedestrian SignalPB 8

8


SUMLUMP

LS


8

(15-22)Pedestrian Signal Head w/Countdown Timer

8 EACH

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12T

H A

VE

NU

E


R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.R.O.W.

R.O.W.

PE2 08+82.89-44.02' LPE1 08+75.92-36.84' L

EE1

PE4 09+44.47-38.23' LPE3 09+37.24-45.23' L

EE2

PE6 09+38.55-43.55' RPE5 09+45.76-36.53' R

EE3

PE8 08+75.98-37.93' RPE7 08+83.05-45' R

EE4

SIGNAL LAYOUT

16 4

17

2

3 5

6

8 19

18

7

9

1012

21

2011

115

13

14

22

DON'T START

FINISH CROSSING

IF STARTED

WATCH FOR

VEHICLES

PUSH BUTTON

TO CROSSPB

START CROSSING

DON'T START

VEHICLES

WATCH FOR

IF STARTED

FINISH CROSSING

DON'T CROSS

PUSH BUTTON

TO CROSSPB

DON'T START

FINISH CROSSING

IF STARTED

WATCH FOR

VEHICLES

PUSH BUTTON

TO CROSSPB

START CROSSING

DON'T START

VEHICLES

WATCH FOR

IF STARTED

FINISH CROSSING

DON'T CROSS

PUSH BUTTON

TO CROSSPB

START CROSSING

DON'T START

VEHICLES

WATCH FOR

IF STARTED

FINISH CROSSING

DON'T CROSS

PUSH BUTTON

TO CROSSPB

DON'T START

FINISH CROSSING

IF STARTED

WATCH FOR

VEHICLES

PUSH BUTTON

TO CROSSPB

DON'T START

FINISH CROSSING

IF STARTED

WATCH FOR

VEHICLES

PUSH BUTTON

TO CROSSPB

STEADY

TIMER

FLASHING


START CROSSING

DON'T START

VEHICLES

WATCH FOR

IF STARTED

FINISH CROSSING

DON'T CROSS

PUSH BUTTON

TO CROSS

STEADY

TIMER

FLASHING


START CROSSING

DON'T START

VEHICLES

WATCH FOR

IF STARTED

FINISH CROSSING

DON'T CROSS

PUSH BUTTON

TO CROSSPB

G

Y

R

GYR

GYR

GYR

G

Y

R

GYR

G

Y

R

G

Y

R G

Y

R

G Y R

G Y R

G Y RG Y R

G

Y

R

L18 L36

38+00 39+00 40+00

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

P-PH 0014(179)419

PP


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4286

R.O.W.

R.O.W.R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

MAIN A

VE

NU

E

EDL1

L1 39+99-35' L

R.O.W.



EACH

EACH

EACH

EACH

EACH

(L1-L36)2' Diameter Footing

(JL1-JL5)Type 1 Electrical Junction Box

Electrical Service Cabinet

Not a Bid ItemGalvanized Steel Utility Pole

Not a Bid ItemMeter Socket

2" Rigid Conduit, Schedule 40


FT

FT

2" Rigid Conduit, Schedule 80 FT


FT

FT

1/C #4 AWG Copper Wire


FT2/C #10 AWG Copper Pole & Bracket Cable

EACH

EACH

EACH

EACH

(EL1-EL14)Remove Luminaire Pole

(EL1-EL14)Remove Luminaire Pole Footing

FT

40SCH3"

80SCH3"

M

40SCH2"

#4

#6

CONDUIT LAYOUT

JF1

40SCH2"

80SCH2"

Fiber

40SCH2"

Fiber

#63

36

36

14

14

5

(JF0-JF8)Type 4 Electrical Junction Box

9

1

1

1

80SCH2"

FTFiber 24 Strand Fiber Optic Cable

(L1-L36)Decorative Luminaire, LED with P.E.

252

FT

FT#10

40SCH

ID

40SCHID

40SCH

ID

#10

#10

30' Mounting Height (L1-L36)Decorative Luminaire Pole w/6' Arm

6,665

210

1,105

125

2,905

21,490

3,345

2,975

3,320

1,620

40SCH5"

24/C4

4/C12

#33

TSP

7

PC4

CC

Fiber

40SCH2"

Fiber

40SCH

ID

#10

JF0

EJ11" Innerduct, Schedule 40


FT2,5101/C #14 AWG Copper Wire


L19 L36

40+00 41+00 42+00 43+00 44+00

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

P-PH 0014(179)419

P

PB2 42+09.86-45.7' LPB1 42+02.73-38.68' L

B1 42+03-43' L

PB4 42-64.65-38.64' LPB3 42+57.43-45.62' L

B2 42+63-44' L

PB6 42+70.48-46.24' RPB5 42+78.93-40.95' R

B3 42+81-39.5' R

PB8 41+91.57-40.03' RPB7 42+01-46.73' R

B4 41+91-47' R

U:\rd\prj\bro

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File -


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1:4

0Plotted Fro

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4286

R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

EL3

5T

H A

VE

NU

E

L1 39+99-35' L

L2 40+25-39' R

R.O.W.



EACH

EACH

EACH

EACH

EACH

EACH

EACH

(B1-B4)3' Diameter Footing

Electrical Service Cabinet

Not a Bid ItemGalvanized Steel Utility Pole

Not a Bid ItemMeter Socket

Traffic Signal Controller



FT

60 FT



FT

FT

FT

FT

FT


2/C #14 AWG Copper Tray Cable, K2



#16 AWG Copper Twisted Shielded Pair

FT

FT

2/C #10 AWG Copper Pole & Bracket Cable

Preemption Cable

44 FT

40SCH3"

80SCH3"

M

40SCH2"

PC

#6

4/C

24/C

TSP

2/C

CONDUIT LAYOUT

JL5

JL4

JF2

JF3

40SCH2"

#63

40SCH2"

#63

40SCH2"

40SCH2"

#63

40SCH2"

#63

80SCH2"

80SCH2"

80SCH2"

#63

#63

40SCH2"

Fiber

Fiber

40SCH2"

Fiber

EL1

40SCH2"

#66

40SCH2"

JB2

JB3

JB4

JB5

JB6

JB7

JB8

JB9

N1

N2

N3

W1W2W3

W6 W5 W4

W7W8W9

US HWY 14/6TH STREET & 5TH AVENUETSP

11

24/C2

30/C2

#63

PC4

2/C8

30/C

24/C

40SCH5"

40SCH2"

2/C#63

PC

40SCH2"

40SCH2"

2/C

40SCH2"

#63

PC

40SCH2"

2/C

30/C

#63

PC

2/C2

TSP

40SCH2"

TSP

4

30/C

40SCH2"

#63

PC

40SCH2"

2

TSP

24/C

40SCH2"

#63

PC

80SCH3"

80SCH3"

40SCH3"

24/C

#63

PC

24/C

#63

PC

TSP

4

TSP

4

40SCH2"

2/C40

SCH2"

TSP

40SCH2"

TSP

40SCH3"

30/C

24/C

#63

PC2

TSP

6

30/C

24/C

80SCH3"

#63

PC2

TSP

6

40SCH5"

(E1-E11,N1-N3,S1-S6,W1-W11)Preformed Detector Loop 31

30/C #14 AWG Copper Tray Cable, K2 FT30/C

(JB1-JB3,JB7,JB9)Type 1 Electrical Junction Box

5

(JB4-JB6,JB8)Type 3 Electrical Junction Box

4

1

1

1

1

#66

2/C4

2/C4

2/C42/C

4

40SCH

ID

#1040

SCHID

#10

40SCH

ID

#10

40SCH

ID

#10

Fiber2

790

210

210

3,430

1,355

510

300

255

1,815

260

550

EACH1(Cost included in Service Cabinet with Disconnect)Secondary Disconnect

40SCH2"40

SCH2"

#63

FT5/C #14 AWG Copper Tray Cable, K2 160


EL2

S1 S4

S2 S5

S3 S6

E7 E8 E9

E6E5E4

E1 E2 E3

W10

W11

80SCH2"

Fiber2 40

SCHID

#10

40SCH2"

Fiber40

SCHID

#10

L20 L36

44+00 45+00 46+00 47+00 48+00 49+00 50+00

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

P-PH 0014(179)419

M

40SCH2"

40SCH2"

40SCH2"

40SCH2"

40SCH2"

40SCH2"

40SCH2"

40SCH2"

40SCH2"

80SCH2"

80SCH2"

Fiber

#44

#44

#44

#44

#44

#44

#44

#44

#44

40SCH

ID

#10

#63

E10

E11


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R.O.W.R.O.W.

R.O.W. R.O.W.R.O.W.

EL4

EL6

EL7

EL5

6T

H A

VE

NU

E

L3 44+33-37' L

L4 44+33-39' R

L5 45+39-37' L

L6 45+23-39' R

L7 46+15-37' L

L8 46+15-38' R

L9 47+04-37' L

L10 47+04-37' R L12 47+93-37' R

L11 47+93-37' L L13 48+60-37' L

L14 48+88-37' R

L15 49+62-37' L

L16 49+68-37' R

CONDUIT LAYOUT

40SCH2"

40SCH2"

40SCH2"

40SCH2"

40SCH2"

40SCH2"

40SCH2"

40SCH2"

40SCH2"

80SCH2"

40SCH2"

Fiber

40SCH2"

Fiber

40SCH2"

Fiber

#44

#44

#44

#44

#44

#44

#44

#44

#44

180' NORTH OF JUNCTION BOXLOCATED APPROXIMATELYEXISTING POWER SOURCE

JB1

40SCH2"

#66

40SCH

ID

#10

40SCH

ID

#10

40SCH

ID

#10

#63


JF4

R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

L21 L36

50+00 51+00 52+00

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

P-PH 0014(179)419

M

T

80SCH2"

#48

80SCH2"

#44

40SCH2"

#44


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R.O.W.

R.O.W.

R.O.W.

R.O.W.

L19 52+00-36' L

CONDUIT LAYOUT

JL2

JF5

40SCH2"

40SCH2"

40SCH2"

Fiber

40SCH2"

40SCH2"

40SCH2"

#44

#44

#44

#44

#44

#416

40SCH3"

80SCH3"

#416

POWER SOURCE

L17 50+63-37.3' L

L18 50+62.4-39.4' RL20 51+98-38.5' R

BMUBy

1 Phase, 3 Wire Service120/240 v.a.c., 60 hz.,

JL1

JL3

40SCH

ID

#10


R.O.W.

R.O.W.

R.O.W.

R.O.W.

7T

H A

VE

NU

E

80SCH2"

80SCH2"

Fiber

40SCH2"

Fiber

#44

40SCH

ID

#10

40SCH

ID

#10

L22 L36

52+00 53+00 54+00 55+00 56+00 57+00 58+00

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

P-PH 0014(179)419


U:\rd\prj\bro

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4286

R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

EL9

8T

H A

VE

NU

E

EL10

EL11

EL8

L24 54+74-36' R

L23 54+74-35' LL25 56+13-44.5' L

L26 56+03-35.5' R

L27 57+40-43.5' L

L28 57+34-34.5' R

CONDUIT LAYOUT

JF6

40SCH2"

#44 80

SCH2"

#44

40SCH2"

#44

80SCH2"

#44

40SCH2"

#44

40SCH2"

#44

40SCH2"

#44

40SCH2"

#44

40SCH2"

#44

#44

40SCH2"

#44

40SCH2"

#44

40SCH2"

#44

40SCH2"

#44

40SCH2"


L21 53+37-35.5' L

L22 53+35-37' R

L19 52+00-36' L

L20 51+98-38.5' R

40SCH2"

Fiber

80SCH2"

Fiber

40SCH2"

Fiber40

SCHID

#10

40SCH

ID

#10

40SCH

ID

#10

L23 L36

58+00 59+00 60+00 61+00 62+00 63+00

0+00

1+00

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

P-PH 0014(179)419


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4286

R.O.W.

R.O.W.

R.O.W.

R.O.W.R.O.W.

R.O.W.

R.O.W.

R.O.W.

EL13 EL14

EL12

9T

H A

VE

NU

E

CONDUIT LAYOUT

JF7

40SCH2"

#44

40SCH2"

#44 80

SCH2"

80SCH2"

#44

40SCH2"

#44

40SCH2"

#44

40SCH2"

#44

40SCH2"

#44

#44

40SCH2"

40SCH2"

#63

#63


L29 58+61-42' L

L30 58+61-41' R

L31 59+92-41' L

L32 59+87-33' RL34 61+20-40' R

L33 61+20-41.5' L L35 62+27-42' L

L36 61+96-39.5' R

40SCH2"

Fiber40

SCHID

#10

80SCH2"

Fiber

40SCH2"

Fiber

40SCH2"

Fiber40SCH

ID

#10

40SCH

ID

#10

40SCH

ID

#10

L24 L36

63+00 64+00 64+8264+820+00 1+00

2+00

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

P-PH 0014(179)419


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R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

EL15

ME

DA

RY A

VE

NU

E

PD2 63+96.84-45.72' LPD1 63+89.82-38.6' L

ED1

PD4 64+73.55-49.83' LPD3 64+65.92-57.19' L

ED2

PD6 64+71.15-49.75' RPD5 64+78.97-41.74' R

ED3

PD8 63+87.72-40.1' RPD7 63+95-59-47.91' R

ED4



EACH

EACH

EACH




FT








Preemption Cable

2/C

CONDUIT LAYOUT

24/C2

12/C

7/C

PC2

TSP

7

#63

#63

PC

W1W2

W4 W3

W5W6

63+93-02' L

(W1-W6)Preformed Detector Loop 6

EACH

2

2

3

2" Rigid Conduit, Schedule 40 FT40

SCH2"

Fiber Optic Cable

KEY ITEM

EXISTING ITEMS

40SCH2"

40SCH4"

80SCH3"

#4

#6

7/C

12/C

24/C

TSP

PC

Fiber

EJD6

EJD5

EJF8

EJD3

EJD4

40SCH2"

TSP

3(EJD2,EJD4,EJD6)Type 1 Electrical Junction Box

EJD7 EJD8

(EJD1-EJD8)Electrical Junction Box


265

2" Rigid Conduit, Schedule 80 FT10580

SCH2"

1,690

(EJD3,EJD5)Type 2 Electrical Junction Box

(EJD1,EJD9)Type 3 Electrical Junction Box


24/C4

7/C2

#43

PC4

#63

40SCH2"

2/C

2/C2

#63

PC

24/C

TSP

3

7/C

40SCH2"

2/C8 #6

3

PC

24/C

40SCH2"

2/C

40SCH2"

2/C

40SCH2"

40SCH2"

2/C

2/C

40SCH2"

2/C

40SCH2"

Fiber40

SCHID

#10

EJD240

SCH2"

2/C

Fiber

Fiber40

SCH2"

#10

2/C4

80SCH2"

40SCH2"

12/C

#63

PC

24/C

80SCH3"

40SCH2"

TSP

3

80SCH3"

12/C

24/C

12/C 24/C

PC

40SCH2"

TSP

4

TSP

4

2/C2

EJD1

EJD9

80SCH3"

40SCH2"

#63

40SCH4"

12/C2

TSP

13

40SCH2"

#63

7/C

PC

24/C

40SCH2"

L25 L36

8+00 9+00 10+00

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

P-PH 0014(179)419

T

M

P


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12T

H A

VE

NU

E

R.O.W.

R.O.W.R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

R.O.W.

PE2 08+82.89-44.02' LPE1 08+75.92-36.84' L

EE1

PE4 09+44.47-38.23' LPE3 09+37.24-45.23' L

EE2

PE6 09+38.55-43.55' RPE5 09+45.76-36.53' R

EE3

PE8 08+75.98-37.93' RPE7 08+83.05-45' R

EE4

CONDUIT LAYOUT



Remove Signal EquipmentSUM

LUMPLS


FT2/C #14 AWG Copper Tray Cable, K2

40SCH2"

2/C

40SCH2"

40SCH2"

40SCH2"

40SCH2"

80SCH3"

80SCH3"

80SCH3"

40SCH4"

#43

7/C2

PC2

24/C42

TSP

2/C8

2/C4

2/C2

24/C

7/C

2

TSP

#63

2/C2/C

2/C

2/C

24/C2

7/CPC

TSP

#63

#63

24/C

2/C2

KEY ITEM









Preemption Cable

40SCH4"

80SCH3"

#4

#6

7/C

24/C

TSP

PC

(EJE1-EJE4)Existing Junction Box

EXISTING ITEMS

EJE1 EJE2

EJE3 EJE4

175

1,250


L26 L36

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

P-PH 0014(179)419

SERVICE CABINET

WT

BK

50 amp

BK

100 amp

ER

T

M

E

#4 #4

#4

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WIRING DIAGRAMUS HWY 14/6TH STREET

1 Phase, 3 Wire Service

120\240 v.a.c., 60hz.,

By BMU

WT

LU

MIN

AIR

EB

K

WT

BK

WT

LU

MIN

AIR

EB

K

WT

BK

WT

LU

MIN

AIR

EB

K

WT

BK

WT

LU

MIN

AIR

EB

K

WT

BK

WT

LU

MIN

AIR

EB

K

WT

BK

WT

LU

MIN

AIR

EB

K

WT

BK

WT

LU

MIN

AIR

EB

K

WT

BK

WT

LU

MIN

AIR

EB

K

WT

BK

WT

LU

MIN

AIR

EB

K

WT

BK

WT

LU

MIN

AIR

EB

K

WT

BK

WT

LU

MIN

AIR

EB

K

WT

BK

WT

LU

MIN

AIR

EB

K

WT

BK

WT

LU

MIN

AIR

EB

K

WT

BK

WT

LU

MIN

AIR

EB

K

WT

BK

WT

LU

MIN

AIR

EB

K

WT

BK

WT

LU

MIN

AIR

EB

K

WT

BK

WT

LU

MIN

AIR

EB

K

WT

BK

WT

LU

MIN

AIR

EB

K

WT

BK

WT

LU

MIN

AIR

EB

K

WT

BK

WT

LU

MIN

AIR

EB

K

WT

BK

WT

LU

MIN

AIR

EB

K

WT

BK

WT

LU

MIN

AIR

EB

K

WT

BK

WT

LU

MIN

AIR

EB

K

WT

BK

WT

LU

MIN

AIR

EB

K

WT

BK

WT

LU

MIN

AIR

EB

K

WT

BK

WT

LU

MIN

AIR

EB

K

WT

BK

WT

LU

MIN

AIR

EB

K

WT

BK

WT

LU

MIN

AIR

EB

K

WT

BK

WT

LU

MIN

AIR

EB

K

WT

BK

WT

LU

MIN

AIR

EB

K

WT

BK

WT

LU

MIN

AIR

EB

K

WT

BK

WT

LU

MIN

AIR

EB

K

WT

BK

WT

LU

MIN

AIR

EB

K

WT

BK

WT

LU

MIN

AIR

EB

K

WT

BK

WT

LU

MIN

AIR

EB

K

WT

BK

WT

LU

MIN

AIR

EB

K

WT

BK

#14

FESTOON OUTLET

#4 #4#6 #6#4 #4

#14

L1 L3 L5 L7 L9 L11 L13 L15 L17

L18L16L14L12L10L8L6L4L2

JL1

JL2

JL3

L19

L20

L21

L22

L23

L24

L25

L26

L27

L28

L29

L30

L31

L32

L33

L34

L35

L36

included in these plans.Quantities for bonding conductors are notwith the NATIONAL ELECTRICAL CODE.All circuits shall be bonded in accordanceNOTE:

LUMINAIRE: LED

LEGEND:

FUSE: 10 amp.

JL4

JL5

L27 L36

L28 L36I STATEOF I PROJECT I SHEET TOTAL

TRAFFIC SIGNAL WIRING TABLES SHEETS

SOUTH I P-PH 0014(179)419 I DAKOTA

SD HWY 1416TH STREET & 5TH AVENUE Plotting Date: 03/18/2019

POLE: B1 CABLE SIZE: 30/C POLE: B2 CABLE SIZE: 24/C POLE: B3 CABLE SIZE: 30/C POLE: B4 CABLE SIZE: 24/C 0 0 <:'!

CABLE CABLE POLE CABLE POLE CABLE POLE CABINET POLECOND. HEAD HEAD CABINET HEAD HEAD CABINET HEAD HEAD CABINET HEAD HEAD

TERM. CONDUCTOR

COLOR TERM. NO. 0

TERM. CONDUCTOR COND.

TERM. NO. 0


TERM. NO. 0


TERM. NO. 0

.;, COLOR COLOR COLOR COLOR COLOR COLOR COLOR

fl SR Red R R 1 6 SR Red R R 5 8 2R Red R R 8 2 4R Red R R 12 4 en 0 SY Orange 0 y 1 6 SY Orange 0 y 5 8 2Y Orange 0 y 8 2 4Y Orange 0 y 12 4

SG Blue BL G 1 6 SG Blue BL G 5 8 2G Blue BL G 8 2 4G Blue BL G 12 4 N Black BK N 1 6 N Black BK N 5 8 N Black BK N 8 2 N Black BK N 12 4

SR Red/Black R R 2 6 5 RA Red/Black R RA 6 5 2R Red/Black R R 9 2 1 RA Red/Black R RA 13 1 SY Orange/Black 0 y 2 6 5YA Orange/Black 0 YA 6 5 2Y Orange/Black 0 y 9 2 1 YA Orange/Black 0 YA 13 1 SG Blue/Black BL G 2 6 5GA Blue/Black BL GA 6 5 2G Blue/Black BL G 9 2 1 GA Blue/Black BL GA 13 1 N Brown/Black BK N 2 6 11 y Yellow y FYA 6 5 N Brown/Black BK N 9 2 gy Yellow y FYA 13 1

SR Brown/Red R R 3 8 N Brown BK N 6 5 2R Red/Blue R R 11 2 N Brown BK N 13 1 SY Orange/Red 0 y 3 8 SR Black/Red R R 7 8 2Y Orange/Blue 0 y 11 2 4R Black/Red R R 14 4 SG Blue/Red BL G 3 8 SY Black/Orange 0 y 7 8 2G Black/Blue BL G 11 2 4Y Black/Orange 0 y 14 4 N Black/Red BK N 3 8 SG Black/Blue BL G 7 8 N Brown/Blue BK N 11 2 4G Black/Blue BL G 14 4

SR Red/Blue R R 4 6 N Brown/Black BK N 7 8 4R Brown/Red R R 10 4 N Brown/Black BK N 14 4 SY Orange/Blue 0 y 4 6 11 R Orange/Red R DW 19 6P 4Y Orange/Red 0 y 10 4 9R Orange/Red R DW 23 2P SG Black/Blue BL G 4 6 11 G Blue/Red BL w 19 6P 4G Blue/Red BL G 10 4 9G Blue/Red BL w 23 2P N Brown/Blue BK N 4 6 N Brown/Red BK N 19 6P N Black/Red BK N 10 4 N Brown/Red BK N 23 2P

1 RA Red/Orange R RA 15 1 12 R Orange/Blue R DW 20 SP 5 RA Red/Orange R RA 16 5 10 R Orange/Blue R DW 24 4P 1 YA Brown/Orange 0 YA 15 1 12 G Red/Blue BL w 20 SP 5YA Brown/Orange 0 YA 16 5 10 G Red/Blue BL w 24 4P 1 GA Blue/Orange BL GA 15 1 N Brown/Blue BK N 20 SP 5GA Blue/Orange BL GA 16 5 N Brown/Blue BK N 24 4P gy Yellow/Orange y FYA 15 1 Yellow/Black 11 y Yellow/Orange y FYA 16 5 Yellow/Black 1 N Black/Orange BK N 15 1 Yellow/Red 5N Black/Orange BK N 16 5 Yellow/Red

10 R OrangeN el low R DW 17 4P Yellow/Blue 9R RedNellow R DW 22 2P Yellow/Blue 10 G Yellow BL w 17 4P Red/Orange 9G BlueNellow BL w 22 2P Red/Orange

N Brown BK N 17 4P Blue/Orange N Black/Yellow BK N 22 2P Blue/Orange 11 R RedNellow R DW 18 6P 12 R OrangeNellow R DW 21 SP 11 G BlueNellow BL w 18 6P 12 G Yellow BL w 21 SP

N Black/Yellow BK N 18 6P N Brown BK N 21 SP Yellow/Black Yellow/Black Yellow/Red Yellow/Red Yellow/Blue Yellow/Blue

" ii:

~ T 12 SERVICE CABINET 1~6) 100 amp

120\240 v.a.c., 60hz., {:: \ --r ""

1 Phase, 3 Wire Service I WT

B~U .... ""

~ SO amp

~ ,__ ~ ,__ _;;:r-"' co N ....

#6 #6 ~ t Y1 U1

\Z1 V1 / LUMINAIRE EXTENSION CIRCUIT

E TRAFFIC SIGNAL CIRCUIT IX1 W1 \

NOTE: HOT LEG SHALL BE FUSED AT POLE BASE:

e 10A u. -0

~ 0 a:

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

P-PH 0014(179)419

FREE

2

FREE

1

2

1

3

1

FREE

FLASH

05:30

07:30

08:15

10:30

11:45

13:15

16:00

17:15

19:00

02:30

Pattern (C/S/O)Time of Day (TOD)

TIMING PLAN 1

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WEEKLY PROGRAM

SIGNAL TIMING

Ф1 Ф2 Ф3 Ф4

Ф8Ф7Ф5Ф6

Thu Fri SatWedSun Mon Tue

PREEMPTION

Plan 3 4 5 6

Calls Ø 3 & 8 4 & 7 5 & 2 1 & 6

Output CH13R CH14R CH15R CH16R

Φ1 Φ2 Φ3 Φ4 Φ5 Φ6 Φ7 Φ8

SPLIT PATTERNS

Split Split Split Split Split Split OffsetLengthCycleSplit Split(C/S/O)

Pattern

1 2 3 4 5 6 7 8 9 10 11 12DetectorLocal

Extend Delay

Controller Settings

DETECTOR TABLE

#DetectorController

Phase Called (Call/Call Locking/Extend)

BASIC INTERVALS

Phase 1 2 3 4 5 6 7 8

Max 2

Time Before

Time to Reduce

Minimum Gap

RING AND BARRIER DESIGN

SD HWY 14/6TH STREET & 5TH AVENUE

Movement WBL EBT SB EBL WB NB

Lag X

Min Green 4 12 7 4 12 7

Extension 3 3 3 3 3 3

Max 1 10 25 301025 30

Yellow 3 4 3.5 3 4 3.5

All Red 2 1 2.5 2 1 2.5

Walk 8888

Ped Clearance 16 19 16 19

Recall SOFT SOFT

Start Up Ø X X

Prog Flash Display R Y R R Y R

Timing Plan 1 1 1 1 1 1 1

PhaseCoord X X

1/1/1 10 46 20 10 46 20 76 65

2/2/2 13 65 28 13 65 28 106 103

3/3/3 10 72 29 10 72 29 111 107

W1-W3 1 C/E

W4-W6 2 C/E

W7-W9 3 C/E

C/EE-1-E3 7

E4-E6 8 C/E

E7-E9 9 C/E

W10-W11 4 E

S1-S3 11 E C/E

E10-E11 10 E

S4-S6 12 E C/E 15

N1-N3 5 C/E E 10

25

4

61

8

US HWY 14

US HWY 14

5th A

ve

5th A

ve

L29 L36

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

P-PH 0014(179)419

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Phase 1 2 3 4 5 6 7 8

Phase 1 2 3 4 5 6 7 8

Phase 1 2 3 4 5 6 7 8


Walk 8787


Walk 9898


Walk 7777

US HWY 14 & MAIN AVE

US HWY 14 & MEDARY AVE

US HWY 14 & 12TH AVE

All Red 3 1 _ 2 3 1 2 2

Yellow 4 4 _ 3.5 4 4 3 3.5

Yellow _ 4 _ 3.5 4 3.5

All Red _ 2 _ 2 2 2

Yellow 4 4 _ 3.5 4 4 _ 3.5

All Red 2 2 _ 2 2 2 _ 2

Movement WBL EBT _ SB EBL WBT _ NB

Movement WBL EBT _ SBT EBL WBT SBL NB

Movement _ EB _ SB WB NB

US HWY 14/6TH STREET & (MAIN AVE, MEDARY AVE, & 12TH AVE)

W3-W4 2 C/E

W5-W6 3 C/E

1 2 3 4 5 6 7 8 9 10 11 12DetectorLocal

Extend Delay

Controller Settings

MEDARY DETECTOR TABLE

#DetectorController

Phase Called (Call/Call Locking/Extend)

SIGNAL TIMING REVISIONS

W1-W2 1 E C/E

25

4

61

8

7

US HWY 14

US HWY 14

MIN

OR S

TR

EE

T

MIN

OR S

TR

EE

T

L30 L36

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

P-PH 0014(179)419

SPECIAL DETAIL

DECORATIVE LUMINAIRE

31'-11"

(NOMINAL HEIGHT)

6'

12'

15'

11'

2'

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LED

30'

L31 L36

L32 L36

"' co N .... 1::

+.c

I Y2" Half Coupling (4 required per pole as shown), Provide plugs for unused

Single Tube, Truss, or Davit types of most arms ore all acceptable, but only one type shall be provided for each contract. The mixing of different types is not permitted without special approval by the S.O.O.O. T.

2.0 Sq. Ft. 60 Lbs.

I It.

Most Arm SECTION B-B

0 DETAIL C

0-. ~Length of Luminoire ' Most Arm as specified

in plans.

Length of Most Arm as specified in plans.

Variable Variable (8' Min.> (8' Min.)

L _!_ L 2

g Optional Connection

Q) ::c

CJI C

1------1 25 Sq. Ft. 1----l-'--11ri 60 Lbs.

Circumferential Clomp, Hinged, or Bolted Flanged Connection

+c :::J 0 :::;

Q)

L '6 . ~ E :::J

...J

9 Sq. Ft.

14.9 Sq. Ft. 25 Lbs. 130 Lbs •

VIEW A·A

GENERAL NOTES1

4.3 Sq, Ft. 40 Lbs. (Typ,)

Some of the signal heads ore shown with backplates removed so that the mounting hardware is visible.

See Detail C

8.9 Sq. Ft. 80 Lbs. (Typ.)

Variable

' ' '

A

0

(=;:r- -

5"x7" Hondhole

* The signal height ol lowonces shown above ore based on a horizontal distance greater than 53' between the signals and stop line. For horizontal distance of 53' and less between the signals and the stop line, the height allowances shall be as specified in Section 40.15 of the MUTCD.

December 23. 2008

s PLATE NUMBER

o SIGNAL POLE 635.32

Published Date: 1st at,. 2019 g (WITH MAST ARM AND LUM/NA/RE EXTENSION) T Sheet I of I

Domed Steel} Post Cop

4" Dia. Galvanized Steel Utility Post

Rounded Surface

Closs M6 Concrete Footing ~

Dia.

----r

DETAIL A

Domed Steel Post Cop

Electrical Service Cabinet with Lock

Galvanized Steel Utility Post

Conduit and wire size =-------as shown on pion sheets

STATE OF SOUTH

DAKOTA

Plotting Date:

PROJECT

P-PH 0014(179)419

03/18/2019

Overhead Utility Pole

Meter Socket (As Required>

See Detail A Grounded per NEC

ELEVATION VIEW GENERAL NOTES:

The service cabinet shall include on externally mounted 15A receptacle outlet, The receptacle shall be housed in a lockable NEMA 3R enclosure. The Contractor shall furnish a lock and keys to the Engineer as directed,

The concrete for the post footing shall be class M6 concrete.

The 4" diameter galvanized steel utility post shall be 9' long and shall be in conformance with AASHTO Standard Specifications Ml 81. The post shol I be Type I and either Grode or Grode 2. The domed steel post cop shol I be in conformance with AASHTO Standard Specifications M 181 and shol I be Type I.

The Contractor shall contact and coordinate his/her work with the Utility Companies regarding hookup requirements, fees, materials, and equipment necessary,

All costs for furnishing and installing all materials from the electrical service cabinet to the transformer including labor, equipment, hookup fees, all items within the cabinet, lockable enclosure with receptacle outlet, lock and keys, post, concrete footing, post cop, meter socket if required, conduit, and incidentals shall be incidental to the contract unit price per each for "Electrical Service Cabinet",

Published Date: 1st at,. 2019

s 0 0 0 T

GALVANIZED STEEL UTILITY POST WITH OVERHEAD UTILITY POLE

June 26. 2016

PLATE NUMBER

635.35

Sheet I of I

SHEET TOTAL

SHEETS

L33 L36

"' co N .... 1::

Vertical Rebar <equal I y spaced)

'/2" Preformed Joint Filler

Vertical rebar shall be as specified in the plans.

GENERAL NOTES:

Footing Diameter

Spiral Diameter

'/2" Rigid grounding conduit with bushings <sites to be grounded are shown on the field wiring diagram),

Rigid Conduit With Bushings

(Z'.J One Anchor Rod Diameter <Max,) <For Signal Pole Footings)

Anchor Rod <Typ,)

**For Signal Pole Footings

~When direct burial is (/) to be used a bushing c or bell end shall be

~ % provided.

.r: (I) +- .r: g+-"O s g'-o '.j: -~ g~ LL ~

a. (/)

--12" for No. 3 Spiral Ties

* Circular ties may be used in lieu of the spiral ties. The No. 3 ties shal I be spaced 12 inches apart except for the top two which shall be spaced 6 inches apart. The ties shall be lapped 18 inches and the laps shall be staggered around the cage.

Spiral ties shall have 1-1 /2 extra turns at each end.

See Section 985 of the Specifications for footing materials.

Conduits and bushings may project 2'/2 inches to 6 inches above footing for fixed base poles but shall not project above the slip plane or fracture plane for breakaway poles.

Conduits shall be sealed water-tight during all phases of construction until poles are in place.

The anchor rods shall fit inside the reinforcing steel cage, If the anchor rods designed by the Pole Manufacturer do not fit, contact the Office of Bridge Design for footing redesign, No additional payment wil I be made for the redesigned footing,

Costs of conduit and conduit bushings shown on footing detail shal I be incidental to the footing bid item(s),

The pole shal I not be ins ta I led until the concrete has attained design strength (4000 psD.

The contour of the area surrounding the breakaway pole shall be flat, though not necessarily level for a distance of 5 feet in all directions. The Contractor may be required to provide finish grading at some breakaway pole locations.


s D D 0 T

POLE FOOTING

June 26, 2015

PLATE NUMBER

635.55

Sheet I of I

PROJECT STATE OF SOUTH

DAKOTA P-PH 0014(179)419

Pedestrian crossing sign <RI 0-3e) or as specified in the plans.

Pedestrian Push Button Pedestrian Push Button

Pedestrian push button pole as specified in the plans.


2'-0"

I '-0" I '-0"

PLAN VIEW <Round Footing)

2'-0"

1: 1'-0" •I• 1'-0" :1

Pole 0 I

Anchor bolts as specified by the manufacturer.

0

·i . . v · · i . b b . · :t:,. · ·.

..:.. :v,;,.;.·· ,.;..·:,,.l'"-. ....::,,._·-'-.,.'"-· ··..;.· ...,vc....·:......;..:v..;.;.; .. 4::...;. ~"";;;.· ~

··:

't:,..' . · . ·c.: . · i ·.V. -~ :o.: 4. ~~.- -- v:- · :i ' t:,. '

. .v:~ :; . '9 . · _°": . o.:. :9.~ N

I

PLAN VIEW <Square Footing)

Concrete Footing

1. 2'-0" Conduit

ELEVATION VIEW

GENERAL NOTES:

The pedestrian push button pole shall be as specified in the plans.

The Contractor shall install either the round or the square concrete footing, For informational purpose, the quantity of concrete for one footing is 0.14 cubic yards for the round footing and 0.17 cubic yards for the square footing,

The concrete for the footing shall be class M6 concrete.

Pole

0 I

"'

All costs for furnishing and installing the concrete footing shall be incidental to the contract unit price per square foot for the corresponding concrete sidewalk bid item.

All costs for furnishing and installing the pedestrian push button pole including labor, equipment, and materials including the pole, cap, and the conduit in the footing shall be incidental to the contract unit price per each for "Pedestrian Push Button Pole".


s D D 0 T


September 14, 2016

PLATE NUMBER

635.57

Sheet I of I

SHEET TOTAL

SHEETS

L34 L36

0 0 <:'!

Cl)

ri en 0 a:

"' co N .... 1::

X o--:

::::!!' 0. ~ >, = I-

~[ Q) .c :;:: .St

Ll ·-0:;:: u

L i-e------~------ -------- Bot tery Backup Cabinet Length

(

d

SECTION J~ ------------- ~I~

Grounding Conduit

Battery Backup Cabinet

r----+---l __ Controller Cabinet

I" Chamfer,. 1

=-f

= Rigid o Conduit

I

;;,-.,

2" CL. (Typ,)

Concrete

Rigid Conduit

Concrete Footing 2" CL. (Typ.l

SECTION B-B

Grounding Conduit

C

Anchor Bolts

Silicone =-1 Rubber t' Caulk ,...,

'

...J u <:I"

b

L Q) 'IE 0 .c u

ELEVATION VIEW ELEVATION VIEW (Bose Mounted)

GENERAL NOTES:

The concrete pod shall conform to the base of the controller and batter y backup cabinets to the satisfaction of the Engineer.

Conduits shall be sealed water-tight until the conductor cables ore instol led.

121lf the controller and battery backup concrete pod and footing is not located within or adjacent to on e x isting sidewalk, the Contractor shol I provide a conc rete access pod as directed by the Engineer.

Anchor bolts and related hardware shall conform to the controller and battery backup cabinets manufacturer's specifications.

A continuous bead of silicone rubber caul k shol I provide a weather-tight seal between the concrete pod or footing, and the cabinet or base.

(Pedestal Mounted)

REINFORCING SCHEDULE <for one footing)

Mk. No. Size Length Type Bending Detail

a * 3 L - 411 Str. ~o\ b * 3 w - 411 Str.

C 6 6 3' -0" Str.

d 4 3 4'-0" T3 Type T3

Note: Dimensions ore out to out of bar * Vary number of bars as required by

foot ing s ize.

Morch 21, 2016

PLATE NUMBER s 0 0 0 T

CONTROLLER CABINET AND FOOTING 635.60

Published Date: 1st at,. 2019 Sheet I of I

@

@

0 (.'.)~ 0

TOP VIEW (Cover)

@

D

@

0 0

0 0

TOP VIEW (Box)

*Skid Resistant Surface

**Appropriate Logo

!

STATE OF SOUTH

DAKOTA

Plotting Date:

!

ISOMETRIC VIEW (Box and Cover)

PROJECT

P-PH 0014(179)419

03/18/2019

! Lifting Eye

u Portland Cement Concrete or Asphalt Concrete

Bose Course

s _.,r---,.>-1"

E C --l.___J-=----J\ ,----..J\ ,----....L...

~....__~~~~~~~~~~\~~~~~~~~\~~~~~~~~~~~ Bose

SIDE VIEW <Electrical Junction Box Installation Details)

<Buried No. 4 steel reinforcing bar not shown,)


s 0 0 0 T

ELECTRICAL JUNCTION BOXES TYPE 1 THROUGH TYPE 4

Course

September 14, 2017

PLATE NUMBER

635.65

Sheet I of 2

SHEET TOTAL

SHEETS

L35 L36

0 0 <:'!

Cl)

ri en 0 a:

"' co N .... 1::

ELECTRICAL JUNCTION BOX

APPROX I MA TE MINIMUM TYPE DESCRIPTION DEPTH

COVER SIZE <C>

I Open Bottom I I "xi 8" 18" with Gasket

2 Open Bottom I 3"x24" 18" with Gasket

3 Open Bottom I 7"x30" 18" with Gasket

4 Open Bottom 30"x48" 24" with Gasket

GENERAL NOTES:

The cover shall be gasketed with a minimum of two stainless steel bolts and washers.

The cover shall have a lifting eye.

* The surface of the cover shol I have a minimum wet and dry coefficient of friction value of 0.5 as determined by ASTM F609.

**The cover of the junction box shall have the appropriate logo in one inch size letters and shall be recessed. When the junction box contains cables or wires for a traffic signal then the logo shall be "Signal". When the junction box contains lighting conductors then the logo shall be "Lighting".

The electrical junction boxes shall comply with the American National Standards Institute (ANSl>/Society of Cable Telecommunications Engineers (SCTE> 77 2007 Specification for Underground Enclosure Integrity. The loading requirement for all the electrical junction boxes shall be Tier 8 of ANSI/SCTE 77 2007.

The electrical junction boxes shall be UL listed.

For junction boxes located outside of pavement, a No. 4 steel reinforcing bar with a minimum length of 18" shall be buried adjacent to the long side of the junction box. All costs associated with furnishing and placing the steel reinforcing bar shall be incidental to the contract unit price per each for "Type _ Electrical Junction Box".


s 0 0 0 T

ELECTRICAL JUNCTION BOXES TYPE 1 THROUGH TYPE 4

September 14, 2017

PLATE NUMBER

635.65

Sheet 2 of 2

4 Coils per Loop

90° Elbows

()

STATE OF SOUTH

DAKOTA

Plotting Date:

PROJECT

P-PH 0014(179)419

03/18/2019

Electrical Junction Box

'/2" or %" PVC Conduit

;--:i..;;:;:;:;;6::=, :::::~~-90° Elbows

CONDUIT LAYOUT

Loop Designation No. (as indicated on plan sheets>

Lead-ins

Twisted Shielded Pair

} To Detector or Detector Unit

Electrical Junction Box

GENERAL NOTES: See Specifications Section 635.3 0.

Payment for lead-ins is incidental to the contract unit price per each for "Preformed Detector Loop".

WIRING DIAGRAM

:<I· ·.v. ·. ~ .-'r:.. ··v:•:4.', ~.· .·.; · .. ~ ·, ~·;. '4,

:~.'\); .:J ·~.-.\ :::: :i .· ... ·/:~~---~; :o·. '. ·. ~: ~: .; . · . ."_• .'· ~: .' ~ ·.' .".·, ." ·.o.': ~ ·.'· :-~:o.

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Granular Material

'/2" or %" PVC Conduit

Electrical Junction Box (See Electrical Junction Box Details>

s 0 0 0 T

LEAD-IN DETAIL

PREFORMED DETECTOR LOOP

June 26, 2015

PLATE NUMBER

635.70

Sheet I of I

SHEET TOTAL

SHEETS

L36 L36

"' co N .... 1::

Buried Coble Marker

N

Conductor Cable(sl

Buried Cable Marker

qN

N

lO

Conductor Cable(sl

GENERAL NOTE:

Ground Line

Soil Back fil I

Conduit

SECTION VIEW

Ground Line

Soil Backfill

Sand Cushion

~Rock

SECTION VIEW

The Buried Cable Marker shall be plastic, appro x imately 6" wide, and shall be capable of sustaining a minimum of a 350% tolerance of elongation without tearing, The Buried Cable Marker shal I have a life e xpectancy approx imately equal to that of the conductor(sl beneath it. A phrase indicating the presence of a buried electric circuit below shall be printed in a contrasting color on the cable marker, The Buried Cable Marker shall be subject to approval by the Engineer, All costs associated with furnishing and installing the Buried Cable Mark er shall be incidental to the contract unit price per Foot for the bid item used for the electrical conductor.


s 0 0 0 T

CONDUIT INSTALLATION

Morch 31, 2000

PLAT£ NUMBER

635.76

Sheet I of I

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TREE TRIMMING

STATE OF SOUTH

DAKOTA

Plotting Date:

FOR ROADWAY LIGHTING

PROJECT

P-PH 0014(179)419

03/18/2019

+-:§ L 1/J Q) +-3: C 0 Q) - E - Q) o_ ow 'a.+-"'.r: +- o>

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December 23, 2009

PLAT£ NUMBER

635.99

Sheet I of I

SHEET TOTAL

SHEETS

C C) "O _j C

~ Ql Cf)

$

£ I .... N 0 -"' e ,:, -:

" ii:

section l: signal & lighting plans

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