section l: signal and lighting plansapps.sd.gov/hc65c2c/ebs/lettings/electronicplans/04fd... ·...

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SECTION L: SIGNAL AND LIGHTING PLANS

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BEGIN P 0044 185 253 Station 300+28.14

END P 0044 185 253 Station 305+00.00

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L1 L2-L8 L9-L 10 L11-L21 L22 L23 L24 L25-L31

STATE OF SOUTH

DAKOTA

Plotting Date:

PROJECT

NH 0018(193)252 P 0044 185 253

08/17/2020

INDEX OF SHEETS General Layout with Index Estimate With General Notes & Tables Signal & Existing Signal Layouts Conduit Layouts Wiring Diagrams Wiring Tables Timing Sheet Standard Plates

END NH 0018 193 252 Station 142+85.00

SHEET TOTAL

SHEETS

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L2 L31SECTION L ESTIMATE OF QUANTITIES

Trip04FD BID IITEM

ITEM NUMBER

QUANTITY UNIT

0 0 <:'! 11 0E1530 Remove Signal Pole Footing 4 Each

11 0E1540 Remove Luminaire Pole Footing 35 Each

11 0E5100 Salvage Luminaire Pole 35 Each

11 0E511 0 Salvage Signal Equipment Lump Sum LS

635E0050 Breakaway Base Luminaire Pole with Arm, 50' 25 Each Mountinci Heioht

635E2035 Signal Pole with 35' Mast Ann 1 Each

635E2050 Signal Pole with 50' Mast Ann 1 Each

635E2135 Signal Pole with 35' Mast Ann and Luminaire Arm Each

635E2145 Signal Pole with 45' Mast Ann and Luminaire Arm 1 Each

635E3700 Roadway Luminaire, LED with Photoelectric Cell 27 Each

635E4030 3 Section Vehicle Signal Head 14 Each

635E5025 2.5' Diameter Fooling 202.0 Ft

635E5030 3' Diameter Footing 45.0 Ft

635E5301 Type 1 Electrical Junction Box 13 Each

635E5302 Type 2 Electrical Junction Box Each

635E5303 Type 3 Electrical Junction Box Each

635E5400 Electrica l Service Cabinet 2 Each

635E5405 Electrical Service Cabinet with Secondary Each Disconnect

635E5430 Traffic Signal Controller Each

635E5515 Battery Backup System for Traffic Signal Each

635E5530 Preformed Detector Loop 27 Each

635E5560 Emergency Vehicle Preemption Unit Each

635E5570 Optical Detector 3 Each

635E5880 Accessible Pedestrian Signal 8 Each

635E5910 Pedestrian Push Button Pol'e 8 Each

635E5922 Pedestrian Signal Head witil Countdown Timer 8 Each

635E5930 Pedestrian Crossing Sign 8 Each

635E8120 2" Rigid Conduit, Schedule 40 5,210 Ft

635E81 40 4" Rigid Conduit, Schedule 40 30 Ft

635E8220 2" Rigid Conduit, Schedule 80 2,155 Ft

635E8230 3" Rigid Conduit, Schedule 80 11 0 Ft

635E9012 1/C #2 AWG Copper Wire 5,375 Ft



635E9024 1/C #14 AWG Copper Wire 960 Ft

635E9502 2/C #14 AWG Copper Tray Cable, K2 1,390 Ft

635E9504 4/C #14 AWG Copper Tray Cable, K2 570 Ft

635E9526 26/C #14 AWG Copper Tray Cable, K2 665 Ft

635E9600 #16 AWG Copper Twisted Shielded Pair 1,585 Ft

635E9710 2/C #1 0 AWG Copper Pole and Bracket Cable 1,755 Ft

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Trip04FE

BID ITEM

NUMB-ER

110E1540

11 OE5100

635E0050

ITEM

Remove Luminaire Pole Footing

Salvage Luminaire Pole

Breakaway Base Luminaire Pole with Arm, 50' Mountino Hleiciht

635E3700 Roactway Luminaire, LED with Photoelectric Cell

635E5025 2.5' Diameter Footing

635E8120 2" Rigid Conduit, Schedule 40

635E8220 2" Rigid Conduit, Sch,edule 80

635E9012 1/C #2 AWG Copper Wire

635E9016 1/C #6 AWG Copper Wire

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

SUPPL YING AS BUil T PLANS

QUANTITY UNIT

2 Each

2 Each

2 Eacti

2 Eac,h

16.0 Fl

260 Fl

85 Ft

390 Fl

680 Fl

130 Fl

If the traffic signal system or roadway lighting systems are constructed differently than what is stated in the plans. the Contractor will supply as built plans to the Engineer and a copy will 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 SUBMITTAL$

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

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

ON-SITE INSPECTION

[email protected]. us [email protected]

An on-site inspection of the traffic signal will be conducted before acceptance of the project, once the traffic signal is completed and operational. The on-site inspection will be conducted by the Project Engineer or Region Traffic Engineer with the Contractor, and the Traffic Design Engineer present.

SALVAGE SIGNAL EQUIPMENT

Existing signal equipment will be salvaged and delivered to the City of Winner by the Contractor. The Contractor will notify the City of Winner 5 days before the delivery of the salvaged signal equipment. The City of Winner contact is Troy Kruger at (605) 842-2783. The equipment will be delivered to:

309 North Main St. Winner, SD 57580

I STATE OF II-____ PR_O_JE_CT ___ -----11 SHEET I TOTAL SHEETS

SOUTH I NH 0018(193)252 l...._ _ _,1..__=.;;......a DAKOTA p 0044/185)253

Plotting Date: 08/17/2020

Any signal equipment damaged during salvaging or delivery will 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 will be incidental to the contract lump sum price for "Salvage Signal Equipment".

SALVAGE LUMINAIRE POLE

Existing luminaire poles EL0 - EL23 and EL26 - EL36 will be salvaged and delivered to the City of Winner by the Contractor. The Contractor will notify the City 5 days before the delivery of the salvaged luminaire poles. The City contact is Troy Kruger at (605) 842-2783. The equipment will be delivered to:

309 North Main St. Winner. SD 57580

Any poles damaged during salvaging or delivery will 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 luminaire poles will be incidental to the contract unit price per each for "Salvage Luminaire Pole".

REMOVE SIGNAL POLE FOOTING

The footings of existing signal poles ES1-ES4 will be removed by the Contractor to a minimum of 2' below the ground surface. Restoration of the disturbed area will be to the satisfaction of the Engineer.

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

REMOVE LUMINAIRE POLE FOOTING

The footings of existing luminaire poles EL0 - EL36 will be removed by the Contractor to a minimum of 2' below the ground surface. Restoration of the disturbed area will be to the satisfaction of the Engineer.

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

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SUBSURFACE DATA

Subsurface soils in the vicinity of the project consist of clay and silt clay. Borings placed in the area during subsurface investigations in July 1969, April 1982, and September 2018 were drilled to depths of 8 feet, 12-22 feet, and 15 feet respectively. Boring logs from the July 1969 investigation indicate water was encountered at depths of 7-7.5 feet at Stations 119+60± and 123+40±. No water levels were recorded during the April 1982 investigation . During the September 2018 investigation initial and static water levels were recorded. At station 112+00 water was encountered at a depth of 14.9 feet, station 108+00 caved at 11 .5 feet, station 81+50 caved at 7.0 feet and all other borings were dry at the time of drilling. Static water levels were recorded at depths between 0.1 to 12.0 feet. Additional borings were placed in November 2018 to determine if static water levels were elevated due to precipitation. At the time of drilling, water was encountered at depths of 7 .9 feet at station 112+00, and 14.9 feet at station 108+00. All other boring locations were dry immediately after drilling. Static water levels were recorded at depths of 0.25 to 7.0 feet.

Groundwater will likely be encountered during construction of the cylindrical footings. The longer the excavations are left open the more likely caving may occur. Concrete placement operations must occur within 8 hours of excavation procedures.

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

TABLE OF FOOTING DAT A

Site Footing * Footing **Spiral **Spiral Vertical Designation Diameter Depth Diameter Length Reinforcement

L 1 - L 12 2' - 6" 8' - 0" 2' - 2" 71 ' - 0" 12-#7 X 7' -6"

L14- L27 2' - 6" 8' - 0" 2' - 2" 71 ' - 0" 12-#7 X 7' -6"

L1 3 2' - 6" 10' - 0" 2' - 2" 84 ' - 9" 12-#7 X 9' -6"

A4 3' - 0" 10' - 0" 2' - 8" 104' -3" 14-#8 X 9' -6"

A2 3' -0" 11 ' - 0" 2' - 8" 112' -6" 14-#8 x 1 0' -6"

A1 , A3 3' - 0" 12' - 0" 2' - 8" 120' - 9" 14-#8 X 11 ' -6"

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

SIGNAL POLES

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

Signal poles will have rotatable mast arms.

Luminaire extension(s) will have a 50-foot mounting height with 6-foot arm.

LUMINAIRE POLES

Luminaire poles L 1 to L27 will have a mounting height of SO-feet with 6-feet arms.

Luminaire poles L 1, L3, LS, L7, L9, L 11, L 13, L 15, L 17, L 19, L21 , L23, L25 and L27 will be designed to include loadings created by banners that are 3 feet wide by 6 feet long, mounted 10 feet from the top of footing to the bottom of the banner.

Luminaire poles L2, L4, L6, L8, L 10, L 12, L 14, L 18, L20, L22, L24, L26 will have a convenience duplex festoon outlet receptacle (15-amp, 3 wire) suitable for outdoor use. Poles shall be able to accommodate Christmas decorations 6'x3' decorations, which are 30 lbs. and will be mounted 1 0' about the ground level.

PEDESTAL SIGNAL POLES

Pedestal signal poles may be aluminum. Aluminum poles will conform to the following requirements:

Aluminum will conform to ASTM B221 , Alloy 6061, and Temper T6.

Poles will be round with a minimum outside pole diameter of 4 inches, and the pole assembly will have a square, cast aluminum base with aluminum access door. The base will conform to the breakaway requirements of NCHRP 350 or MASH. A grounding lug will be provided in the base.

The pole to base connection will be a threaded connection ; threads will be 8 TPI , NPT. A collar (integral or non-integral) to prevent wind-induced loosening of pole will be provided. All bolt and connection threads will be coated with a commercially available anti-seize compound intended for use in aluminum-to-aluminum and steel-to-aluminum connections.

The pole finish will either be brushed satin or spun. The top of the pole will be sealed by the traffic signal head mounting hardware or by an aluminum cap.

Measurement and payment for aluminum poles will be as specified in Specifications Section 635.

LUMINAIRES

The I ighting 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: Temp:

0 Ft. 0.8 71 Ft. 211 Ft. Staggered 50 Ft. 6 Ft. LED 4000 K

I STATE OF II-______ P_R_OJ,-EC_T--,--------11 SHEET I TOTAL SHEETS

SOUTH I NH 0018(193)252 l,___....,I __ __, DAKOTA p 0044/185)253


The following LED luminaires meet the requirements for this design:

a.) Eaton: NVN-AF-04-LED-U-T2R

b.) AEL: ATB2_60BLEDE10_R2

The lighting design for L 19 - L27 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: Temp:

0 Ft. 0.8 71 Ft.

211 Ft. One-Sided/Staggered 50 Ft. 6 Ft. LED 4000 K

The following LED luminaires meet the requirements for this design:

a.)

b.)

Eaton:

AEL:

NVN-AF-04-LED-U-T2R

ATB2_80BLEDE85_R2

TRAFFIC SIGNAL METER SOCKETS

The meter socket provided for the traffic signal will 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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SIGNAL BACKPLATES

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

Signal backplates will 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 will 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 will be incidental to the contract unit price per each for "3 Section Vehicle Signal Head".

TRAFFIC SIGNAL CONTROLLER

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

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 will be incidental to the contract unit price per each for "Traffic Signal Controller".

BATTERY BACKUP CABINET

The Contractor will supply cabinets with concrete pad and footing for housing the Battery Backup System for the traffic signal system at US Hwy 18 and Main Street intersection. The cabinets will be an aluminum NEMA 3R type. The cabinet will have a thermostatically controller exhaust fan. The cabinet will 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 will be incidental to the contract unit price per each for "Battery Backup System for Traffic Signal."

DETECTOR LOOP WIRE SPLICING

Detector loop wire splices will 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 will be left unattached to the ground lug in the traffic signal controller.

WIRE SPLICING FOR LIGHTING

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

ELECTRICAL SERVICE CABINET WITH SECONDARY DISCONNECT

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

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

ACCESSIBLE PEDESTRIAN SIGNAL

The work will consist of furnishing and installing accessible pedestrian signals (APS). Each APS will 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. The operation and performance of the APS units will meet the requirements of MUTCD Sections 4E.08 to 4E.13. and the applicable sections of NEMA Standards Publication TS-2.

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

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

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

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

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

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

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

I STATE OF II-______ P_R_OJ,-EC_T--,--------11 SHEET I TOTAL SHEETS

SOUTH I NH 0018(193)252 l,___....,I __ __, DAKOTA p 0044/185)253


PEDESTRIAN PUSH BUTTON POLE

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

Product

Crosswalk Pedestal CP6ACT 4840TCSS

Ped Poles SP-3022-NY-SP000 1

GPS APS Pole B-GP3-7-7-1 0-AA-4T

Manufacturer

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

Pelco Products, Inc Edmond, OK 730 13 Phone: 1-405-340-3434 www.pelcoinc.com

TIP Indications 22480 County Rd. 75 St. Cloud, MN 56301 www.tipindications.com

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L5 L31CONDUIT AND CABLE QUANTITIES I PROJECT I I TOTAL

STATE OF 1-----------,-----,---------1 SHEET SHEETS

I NH 0018(193)252 I I P 0044/185)253

SOUTH DAKOTA


Rigid Conduit Copper Wire Copper Tray Cable, K2 Twisted Shielded Pole and Bracket Preemption

0 Schedule 40 Schedule 80 #14AWG Pair Cable Cable 0

<:'!

2" 4" 2" 3" 1/C 1/C 1/C 1/C 2/C 4/C 26/C #16 2/C

#2 #4 #6 #14 AWG #10

" AWG AWG AWG AWG AWG

13 Location to Location Ft Ft Ft Ft Ft Ft Ft Ft Ft Ft Ft Ft Ft Ft Cf)

0 US HWY 18 LIGHTING (PCN 04FD) a: L1 JL 1 125 95 680

JL 1 L2 20 100 370

JL 1 L3 190 590

L3 JA7 175 55 710

JA7 JL2 160 495

JL2 SERVICE CABINET 45 140 140

JL2 L4 50 210

L4 JL3 150 50 620

JL3 L5 15 100 355

JL3 L6 220 680

L6 JL4 140 50 590

JL4 L7 15 100 355

JL4 LB 245 760

LB JL5 135 50 575

JL5 L9 25 85 340

JL5 L10 225 695

L10 JL6 160 45 635

JL6 L 11 20 90 340

L11 L 12 135 75 650

L13 JL7 205 50 790

JL7 L 14 80 250

JL7 L 15 225 695

L15 JL8 75 235 C Cl

JL8 JL9 170 525 "C ...; ·5

JL9 L 18 75 235 "C C 0

JL9 L 19 130 100 710 u " L19 JL 10 250 775 ]; .,

JL1 0 L20 85 265 !:: 0 u.

JL1 0 L21 190 65 790 g C.

L21 SERVICE CABINET 195 605 § -~ SERVICE CABINET JL 11 110 340

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~ JL 11 L22 95 295

JL 11 JL 12 160 495 .!!1

JL1 2 L23 110 340 [i:

JL1 2 L24 245 65 960

L24 JL 13 240 745

JL1 3 L25 90 280

JL1 3 L26 175 70 760

L26 JL 14 160 90 775

JL1 4 L27 80 250

LUMINAIRE POLES

LUMINAIRE POLE L1 65

LUMINAIRE POLE L2 80 65


LUMINAIRE POLE L4 80 65


LUMINAIRE POLE L6 80 65 "' co LUMINAIRE POLE L7 65 N

" ~ LUMINAIRE POLE LB 80 65


LUMINAIRE POLE L 10 80 65

LUMINAIRE POLE L 11 65 E LUMINAIRE POLE L12 80 65 e u. Subtotal (PCN 04FD): 4,780 0 1,950 0 5,375 5,245 10,425 480 0 0 0 0 780 0 "C

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Rigid Conduit

Schedule 40 Schedule 80

2" 4" 2" 3"

Location to Location Ft Ft Ft Ft

LIGHTING CONT'D (PCN 04FD)

LUMINAIRE POLE L 13

LUMINAIRE POLE L 14

LUMINAIRE POLE L 15

LUMINAIRE POLE L 18

LUMINAIRE POLE L 19

LUMINAIRE POLE L20

LUMINAIRE POLE L21

LUMINAIRE POLE L22

LUMINAIRE POLE L23

LUMINAIRE POLE L24

LUMINAIRE POLE L25

LUMINAIRE POLE L26

LUMINAIRE POLE L27

Subtotal (PCN 04FD): 0 0 0

1/C

#2

AWG Ft

0

CONDUIT AND CABLE QUANTITIES

Copper Wire Copper Tray Cable, K2 Twisted Shielded Pole and Bracket Preemption

#14AWG Pair Cable Cable

1/C 1/C 1/C 2/C 4/C 26/C #16 2/C

#4 #6 #14 AWG #10

AWG AWG AWG AWG Ft Ft Ft Ft Ft Ft Ft Ft Ft

65

80 65

65

80 65

65

80 65

65

80 65

65

80 65

65

80 65

65

0 0 480 0 0 0 0 845 0

I PROJECT I I TOTAL STATE OF 1-----------,-----,---------1 SHEET SHEETS

I NH 0018(193)252 I I P 0044/185)253

SOUTH DAKOTA


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Rigid Conduit

Schedule 40 Schedule 80

2" 4" 2" 3"

Location to Location Ft Ft Ft Ft

US HWY 44 LIGHTING (PCN 04FE)

JL8 L 16 40 85

L16 L 17 220

LUMINAIRE POLES

LUMINAIRE POLE L 16

LUMINAIRE POLE L1 7

Total (PCN 04FE): 260 0 85

1/C

#2

AWG Ft

390

390

CONDUIT AND CABLE QUANTITIES

Copper Wire Copper Tray Cable, K2 Twisted Shielded Pole and Bracket Preemption

#14AWG Pair Cable Cable

1/C 1/C 1/C 2/C 4/C 26/C #16 2/C

#4 #6 #14 AWG #10

AWG AWG AWG AWG Ft Ft Ft Ft Ft Ft Ft Ft Ft

680

65

65

0 680 0 0 0 0 0 130 0

I PROJECT I I TOTAL STATE OF 1--------,---,---------1 SHEET SHEETS

I NH 0018(193)252 I I P 0044/185)253

SOUTH DAKOTA


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L8 L31CONDUIT AND CABLE QUANTITIES I PROJECT I I TOTAL

STATE OF 1-----------,-----,---------1 SHEET SHEETS

I NH 0018(193)252 I I P 0044/185)253

SOUTH DAKOTA


Rigid Conduit Copper Wire Copper Tray Cable, K2 Twisted Shielded Pole and Bracket Preemption

0 Schedule 40 Schedule 80 #14AWG Pair Cable Cable 0 <:'!

2" 4" 2" 3" 1/C 1/C 1/C 1/C 2/C 4/C 26/C #16 2/C

#2 #4 #6 #14 AWG #10

AWG AWG AWG AWG AWG

" Location to Location Ft Ft Ft Ft Ft Ft Ft Ft Ft Ft Ft Ft Ft Ft 13 Cf)

US HWY 18/W 2ND ST & MAIN ST 0 a: SERVICE CABINET JL2 280

JL2 JA7 990

JA7 JA5 95 880 195 100 100 100

JA5 JA1 110 1,020 455 230 455 230

JA1 DISCONNECT 35 435

JA1 CONTROLLER 30 95 250 125 280 95

JA1 JA2 40 85

JA1 A1 20 65 25 25

JA1 PA1 15 20

JA1 PA2 15 20

JA1 JA3 110 230 115 340

JA3 A2 20 25

JA3 PA3 15 20

JA3 PA4 25 30

JA3 JA4 55 170

JA5 JA6 30 95

JA5 A4 15 20

JA5 PA7 25 30

JA5 PAS 15 20

JA7 A3 20 65 25

JA7 PA5 15 20

JA7 PA6 15 20

JA7 JAB 55 60 C Cl

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SIGNAL POLE A1 165 65 60 ·5 "C C

SIGNAL POLE A2 130 0 u " SIGNAL POLE A3 160 65 50 ]; .,

SIGNAL POLE A4 115 60 !:: 0 u.

PED PB POLE PA1 10 g C.

PED PB POLE PA2 10 § -~ PED PB POLE PA3 10 C.

~ PED PB POLE PA4 10

PED PB POLE PA5 10

PED PB POLE PA6 10 .!!1 [i:

PED PB POLE PA7 10

PED PB POLE PAS 10

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Subtotal (PCN 04FD): 430 30 205 110 0 0 3,830 0 1,390 570 665 1,585 130 620 E Total (PCN 04FD): 5,210 30 2,155 110 5,375 5,245 14,255 960 1,390 570 665 1,585 1,755 620 e u. "C Total: 5,470 30 2,240 110 5,765 5,245 14,935 960 1,390 570 665 1,585 1,885 620 ,1l 0 a:

L9 L31

SALVAGE

KEY ITEM Si~nal Pole w/30' Mast Arm (S ,S4) Si~nal Pole w/25' Mast Arm & 8' Lumin Arm (S ,S3)

REMOVE

KEY ITEM

~ Remove Signal Pole Footing (ES1-ES4)

- Roadway Luminaire, 400w with P.E. (S2,S3,)

-i•;- 3 Section Vehicle Signal Head ,- (1-10,15-18)

:ps, , ..... ' Pedestrian Push Button

-' .. --; Pedestrian Signal Head w/Countdown Timer ' ' (11-14) ---

... i-OCRoSS '. :~TREET: Pedestrian Crossing Sign 1 PUSH BUTTON1 R10-4a (Left- 4) 1 WAITFOR I

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EXISTING ITEMS

KEY ITEM Signal Pole w/30' Mast Arm (S1 ,S4) Si~nal Pole w/25' Mast Arm & 8' Lumin Arm (S ,S3) - Roadway Luminaire, 400w with P.E. (S2,S3,)

-i';, 3 Section Vehicle Signal Head ,- (1-10,15-18)

,'P81 ....... ' Pedestrian Push Button

-' .. --; Pedestrian Signal Head w/Countdown Timer ' ' (11-14) ---

1' i-OCROSS ... :~TREET: Pedestrian Crossing Sign 1 PUSH BUTTON1 R10-4a (Left- 4) 1 WAITFOR I

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EXISTING SIGNAL LAYOUT US HWY 18/W 2ND ST

:-To-CROsS-~ :~TREET: 1 PUSH BUTTON:

: WAIT FOR • ... -~ WALK SIGNAL tp13,

-------", .... ,

. Li,_'-:-"·-.~. '. :·_.,_

82+00 84+00

$'. ci c:::

US HWY 18/W 2ND ST

R.O.W.

EL 1

·. 4'· .. "·,·.~.

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: TO CROSS ~ :~TREET: •PUSH BUTTON:

: WAITFOR • ....

~ ~~=~ ~l~~~~J? B,,

ES2

STATE OF SOUTH

DAKOTA

Plotting Date:

PROJECT

NH 0018(193)252 P 0044 185 253

08/17/2020

SHEET TOTAL

SHEETS

~ti 0:::

"

)~;, LU..::::::::::::::::::::'.)..L- EL2- --1...-.._J----1..;,~...,..,,.,..-.......L...-- - --'------'-...-1=

R.O.W.

.,,,, .................. ! .......................................... 1,::::::::0::·

85+00

•~ ~ . 6·_:

ffi ---------: TO CROSS ~ :~STREET: 1 PUSH BUTTON: : WAIT FOR 1 ,.. _

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.. • ,'4. . : ~. •.

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86+00

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L10 L31

ESTIMATE OF QUANTITIES

KEY ITEM ntJ)JJT UNIT Signal Pole w/45' Mast Arm & 6' Lumin arm (A1) 1 EACH

, _ Si~nal Pole w/35' Mast Arm & 6' Lumin Arm l(AI) 1 EACH

a)= Si~nal Pole w/50' Mast Arm (A ) 1 EACH

a)= Signal Pole w/35' Mast Arm (A4) 1 EACH

- Roadway Luminaire, 400w with P.E. (A1 ,A3) 2 EACH

{> 3 Section Vehicle Signal Head (1-14) 14 EACH

Emergency Vehicle Preemption Unit (4-Channel) 1 EACH

~ Optical Detector 3 EACH

® Accessible Pedestrian Signal 8 EACH

0 Pedestrian Push Button Pole (PA1-PA8) 8 EACH

-0 Pedestrian Signal Head w/Countdown Timer 8 EACH 1 (15-22)

Pedestrian Crossini Sign 8 EACH R 10-3e (Left - 4/Rig t - 4)

p~:HC:::.

SIGNAL LAYOUT US HWY 18/W 2ND ST & MAIN ST

A1 87+49.28-53.28' L

PA1 87+34.21-44.38' L PA2 87+43.80-49.81' L

I> 000

PUSH BUTTON

US HWY 18/W 2ND ST 000 f-- .J-1~12>

@00 1--- YH

86+00 87+00

--- - ----------------- _______ _ , __ " __ ---~ -======== ---- ======= ==-

s: ci a::

A4 87+53.73-52.51' R

PA? 87+58.82-49.33' R PA8 87+48.21-46.52' R

DON'T CROSS

TOCROSj

PUSH BUTTON DON'T CROSS

TO CROSS

PUSH BUTTON

II

El START CROSSING

WATCH FOR VEHICLES

88+00

STATE OF SOUTH

DAKOTA

Plotting Date:

PROJECT

NH 0018(193)252 P 0044 185 253

08/17/2020

A2 88+50.50-50.80' L

PA3 88+44.00-49.81' L PA4 88+53.20-44.81' L

El STARTCROSSING

WATCH FOR VEHICLES

< BIHl-,------l K0)0@

Ht--+----1 @0

SHEET

A3 88+41.14-43.85' R

PA5 88+37.51-46.23' R PA6 88+25.94-49.33' R

DON'T CROSS

TO CROSS

DON'T CROSS

TO CROSS

PUSH BUTTON

PUSH BUTTON

TOTAL SHEETS

C:

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L11 L31

ESTIMATE OF QUANTITIES (PCN 04FD)

KEY ITEM otJjJJT UNIT

♦ Salva~e Luminaire Pole (ELD- L23 EL26-EL36) 35 EACH

♦ Remove Luminaire Pole Footing (EL0-EL23 EL26-EL36) 35 EACH

.__ Breakaway Base Luminaire Pole w/6' Arm 50' Mount1nq Heiqht (L 1-L 15 L 18-L27) 25 EACH

- Roadwal Luminaire, LED with P.E. (L 1-L 15 18-L27) 25 EACH

0 2.5' Diameter Footing (L 1-L 15 L 18-L27) 202 FT

Cl TJipe 1 Electrical Junction Box (. L 1 JL3-JL 14) 13 EACH

Iii T.flpe 2 Electrical Junction Box (, L2) 1 EACH

... Electrical Service Cabinet 2 EACH

fo Galvanized Steel Utility Pole Not a Bid Item 2 EACH

19) Meter Socket 2 EACH Not a Bid Item

(slH) 2" Rigid Conduit, Schedule 40 4,780 FT

(/',) SCH 80

2" Rigid Conduit, Schedule 80 1,950 FT

(#2) 1/C #2 AWG Copper Wire 5,375 FT

~4) 1 /C #4 AWG Copper Wire 5,245 FT

e 1 /C #6 AWG Copper Wire 10,425 FT

1/C #14 AWG Copper Wire 960 FT

2/C #10 AWG Copper Pole & Bracket Cable 1,625 FT

ESTIMATE OF QUANTITIES (PCN 04FE)

KEY ITEM otJjJJT UNIT

♦ Salvage Luminaire Pole (EL24-EL25) 2 EACH

♦ Remove Luminaire Pole Footing (EL24-EL25) 2 EACH - Breakaway Base Luminaire Pole w/6' Arm 50' Mount1na Heiaht (L 16-L 17) 2 EACH

- Roadwat Luminaire, LED with P.E. (L 16-L 1 ) 2 EACH

0 2.5' Diameter Footing (L 16-L 17) 16 FT

(slH) 2" Rigid Conduit, Schedule 40 260 FT

(/',) 2" Rigid Conduit, Schedule 80 85 FT SCH 80

(#2) 1/C #2 AWG Copper Wire 390 FT

e 1 /C #6 AWG Copper Wire 680 FT

2/C #10 AWG Copper Pole & Bracket Cable 130 FT

"'

CONDUIT LAYOUT US HWY 18/W 2ND ST

s: \ ...______

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0 ~ \ •- ·- . :·v

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STATE OF SOUTH

DAKOTA

Plotting Date:

_______ P_R_OJ,-EC_T-,--------1 SHEET

NH 0018(193)252 P 0044 185 253

08/17/2020

c "~ t :::S: ,.~ ::· :::o '- ~ •,•, I I 11 • Iller::

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Q US HWY 18/W 2ND ST a.. #6 :

I ------~---------- ~==---=~-- ---------- - - - - - ·· •-= = = = = = = = = =

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L12 L31

ESTIMATE OF QUANTITIES

KEY ITEM oti~JnUNIT 0 3' Diameter Footing

(A1-A4l 45 FT

~ TJi!J 1 Electrical Junction Box ( JA4 JA6 JA8l 4 EACH

Iii TJl;e 2 Electrical Junction Box ( 3 JA5 JA7) 3 EACH

IQ! TJfe 3 Electrical Junction Box ( 1) 1 EACH

... Electrical Service Cabinet 1 EACH

0 Galvanized Steel Utility Pole Not a Bid Item 1 EACH

@) Meter Socket 1 EACH Not a Bid Item

181 Traffic Signal Controller 1 EACH

□ Preformed Detector Loop <N1-N6 S1-S3 E1-E9 W1-W9) 27 EACH

(/ ',) SCH 40

2" Rigid Conduit, Schedule 40 430 FT

(sgH) 4" Rigid Conduit, Schedule 40 30 FT

w 2" Rigid Conduit, Schedule 80 205 FT

(3",) SCH 80

3" Rigid Conduit, Schedule 80 110 FT

e 1/C #6 AWG Copper Wire 3,830 FT

@ 2/C #14 AWG Copper Tray Cable, K2 1,390 FT

4/C #14 AWG Copper Tray Cable, K2 570 FT

€619 26/C #14 AWG Copper Tray Cable, K2 665 FT

e #16 AWG Copper Twisted Shielded Pair 1,585 FT

2/C #10 AWG Copper Pole & Bracket Cable 130 FT

@ Preemption Cable (Not a Bid Item) 620 FT

CONDUIT LAYOUT US HWY 18/W 2ND ST & MAIN ST

' :~ ~ ~:e,;,

s --1 s

A1 87+49.28-53.28' L

PA1 87+34.21-44.38' L PA2 87+43.80-49.81' L

s s

US HWY 18/W 2ND ST · ~ ~ . ~ .

--+-~ ~ - · · .;.;£....~;·.;.._.~ - --,,1,1---+--~ W3--- ~ - ~

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-------------------------- --------

A4 87+53.73-52.51' R

PA? 87+58.82-49.33' R PA8 87+48.21-46.52' R

',, ~ \ \11 1 I

',,,§]

STATE OF SOUTH

DAKOTA

Plotting Date:

------------ -------

____ PR_O_JEC_T ___ ---1 SHEET

NH 0018(193)252 P 0044 185 253

TOTAL SHEETS

08/17/2020

A2 88+50.50-50.80' L

PA3 88+44.00-49.81' L PM 88+53.20-44.81' L

A3 88+41.14-43.85' R

PA5 88+37.51-46.23' R PA6 88+25.94-49.33' R

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_11 -

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STATE OF SOUTH

DAKOTA

Plotting Date:

I I

w _, ------=----s

PROJECT

NH 0018(193)252 P 0044 185 253

08/17/2020

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SHEET

s

TOTAL SHEETS

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SCH 40

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POWER SOURCE 120/240 v.a.c., 60 hz.,

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2" SCH 40

STATE OF SOUTH

DAKOTA

Plotting Date:

C" :

100;t- 0 ' ' . ' . . ' . ' : (/l

PROJECT

NH 0018(193)252 P 0044 185 253

08/17/2020

C

SHEET TOTAL

SHEETS

, ~~- - --- ------------ --- ------------------------~----------- ---, ·-

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3 #6 2"

SCH 80

3 #6 2"

SCH 40

STATE OF SOUTH

DAKOTA

Plotting Date:

PROJECT

NH 0018(193)252 P 0044 185 253

08/17/2020

SHEET TOTAL

SHEETS

S:f----------------------~c:;J ,_ ... l , __ :: ; ll "' "'

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102+00

121 I w

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s . s . . --~- - - _,_____:r.:_ - -- - -- -- -- - -- - - - - - - - - - - - - - - /_ --=---------- 1----:-:~ ~ ~ ~ ~ ~-~-~--~-~-~--~-~-~--~-~-~--~-~-~--~-~-~- 9 ~ X-;;;;r~~= =~:;:;_?::~ .~.?.~-;--7~.~;'l~BE,--f~~-~--~.:.~: .... ~, . ~d~-~, ~,,~,~= =~=~,~==~,~-,~.-=~,~=~= .E,;::-~_~:;: -~:~:-_;_:~:;:~;:1~.~-;;:r~_~:~:-~~;;;~~-!_ ;;,""'~''9 ,-\;;;_;;:i;_r-T"s,,;;;;;::-~,-

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s

STATE OF SOUTH

DAKOTA

Plotting Date:

PROJECT

NH 0018(193)252 P 0044 185 253

08/17/2020

SHEET

L 15 113+06-37' R

TOTAL SHEETS

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L 15 113+06-37'

CONDUIT LAYOUT US HWY 18/W 2ND ST & SD HWY 44/E 2ND ST

(PCN 04FE)

,.

- - ____ -:,.-:..--:::.:::-:-:-J i

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, 302+00 ~ -,,

L 17 303+15-27' R

I

STATE OF SOUTH

DAKOTA

Plotting Date:

PROJECT

NH 0018(193)252 P 0044 185 253

08/17/2020

SHEET TOTAL

SHEETS

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L18 L31CONDUIT LAYOUT US HWY 18

STATE OF SOUTH

DAKOTA

Plotting Date:

PROJECT

NH 0018(193)252 P 0044 185 253

08/17/2020

j

SHEET TOTAL

SHEETS

EL28 :

1\ __ _jr-_______ 11'11E6i++0000-------1rr-:~~ -;1i11i?~+ODC0) ___________ 11tcio-------------=-:-::'"-Jt----------'. /- : 118+00 , 119+ 120~00

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L19 L31

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R.O.W. JL10

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CONDUIT LAYOUT US HWY 18

I.J...

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US HWY 18

s l/E

EL30

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POWER SOURCE 120/240 v.a.c., 60 hz.,

1 Phase, 3 Wire Service

CITY ofW1NNER

STATE OF SOUTH

DAKOTA

I-------PR_O....,.JE_CT--,---------1 SHEET

NH 0018(193)252 P 0044 185 253

TOTAL SHEETS


L22 124+ 7 4-40' L 'f/F f/F f/F f/F

R.O.\\'.

Th T/F T/F T/F-

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125+00 126+00

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126+00 , , , / , , , , , - -·

EL32 -

CONDUIT LAYOUT US HWY 18

STATE OF SOUTH

DAKOTA

Plotting Date:

I-------PR_O....,.JE_CT--,---------1 SHEET

NH 0018(193)252 P 0044 185 253

08/17/2020

L25 131+52-33' L

TOTAL SHEETS

', "~ ------ I

~ ~ ~ - - -------- '_ ... ~:::::: :: :: : : : :: :: :.: : : : :: :: : : : :: :: : : : :: :: : : : =-=~== :: : : : :: :: : : : : _:::: :: :: : : : :: :: ::_ : : :: :: : : : :: :: : : : :: :: : : : :: :: :: : : : :: :: : : : :: :: : : : :: :: : : : ~::: :: ----------------- 4.P '

128+00

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US HWY 18

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EL33

L24 129+26-34' R

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~ 1c T/f ~ T /F ---+--- T /F ----- T/F ----- T /F -----

-------

132+ 0 l/l 133+00 134+00 135+00

US HWY 18 l/l -

s

136+00

STATE OF SOUTH

DAKOTA

Plotting Date:

s

PROJECT

NH 0018(193)252 P 0044 185 253

08/17/2020

137+00

-======================================================~=========================================

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SHEET TOTAL

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LEGEND:

W FUSE: 10 amp.

0 LUMINAIRE: LED

~ r'--"" I I

.i!TOCELL """'E "T"'-"-I I STOON OUTLET

LUMINAIREic T- ~ I L 14

l M~

#2

~

- -

~~ IS

<!J #2 "' N

~

JL7 E -e L13

LL "C

,1l a a:

NOTE: All circuits shall be bonded in accordance with the NATIONAL ELECTRICAL CODE. Quantities for bonding conductors are not included in these plans.

WIRING DIAGRAM

llm 120\240 v.a.c., 60hz., { 1 Phase, 3 Wire Service

CITY ofW1NNER

SERVICE CABINET

#6

L3 { TO MAIN ST

CONTROLLER :::::::::::::::::=::::::::::::::::..., -------------JA7 JL2

~ L17

#6

~ L16 LUMINAIRE- ~I -

LUMINAIREg ~ ••II-

~ IL18

l #2

M~ #6

~

~ 1--

~ #2

L"i'-

~

L15 JL8 JL9

l '""'""~ #6

L4 JL3

120\240 v.a.c., 60hz., 1 Phase, 3 Wire Service

CITY ofw1NNER '-81 =..ws..=r.===~------,

V L20

l >1 '""'""~ #6

j~

~

- -

~~ ';:,

#2

-L19 JL10

L7

l l

L6 JL4 L8 JL5

\,. O< LUMINAIRE ~ I~----....

I

IL22 ~------+-if-+-~

SERVICE CABINET 100amp

---r "'

L"i'-

~

L21 JL 11 JL12

L9

#6

STATE OF SOUTH

DAKOTA

Plotting Date:

l

1----------,---,--------1 SHEET PROJECT

NH 0018(193)252 P 0044 185 253

08/17/2020

l l

L11 L12

TOTAL SHEETS

L 10 JLB

I ~-------- I L27 l~------+-,1-+~

IL25 ~------+-,t-+~

L23

#6 #6

~

L24 JL13 L26 JL14

Q)

II:

L23 L31TRAFFIC SIGNAL WIRING TABLES US HWY 18/W 2ND ST & MAIN ST

0 0 <:'!

POLE: A1 CABLE SIZE: 2G/C POLE: A2 CABLE SIZE: 2G/C POLE: A3 CABLE SIZE:

-

CABINET CABLE POLE

HEAD HEAD CABINET CABLE POLE

HEAD HEAD CABINET CABLE POLE

HEAD TERM.

CONDUCTOR COND. TERM. NO. " TERM.

CONDUCTOR COND. TERM. NO. " TERM.

CONDUCTOR COND. TERM.

COLOR COLOR COLOR COLOR COLOR COLOR

GR Red R R 1 6 SR Black/Red R R 5 s N Black BK N

GY Orange 0 y 1 6 SY Orange/Red 0 y 5 s 2R Red R R

GG Blue BL G 1 6 SG Black/Blue BL G 5 s 2G Blue BL G

N Black BK N 1 6 N Orange/Black BL N 5 s 2Y Orange 0 y

GR Red/Black R R 2 6 2R Red R R 6 2 2R Red/Black R R

GY Orange/Black 0 y 2 6 2Y Orange 0 y 6 2 2G Blue/Black BL G

GG Blue/Black BL G 2 6 2G Blue BL G 6 2 2Y Orange/Black 0 y

N Black/Red BK N 2 6 N Black BK N 6 2 N Brown/Black BK N

N Yellow/Black BK N 3 s SR Red/Blue R R 7 s 4R Red/Blue R R

SR Brown/Red R R 3 s SY Orange/Blue 0 y 7 s 4Y Orange/Blue 0 y

BG Black/Blue BL G 3 s SG Yellow/Blue BL G 7 s 4G Yellow/Blue BL G

SY Yellow/Orange 0 y 3 s N Black/Orange BK N 7 s N Brown/Blue BK N

GR Red/Blue R R 4 6 llR Red/Black R DW 17 6P 2N Yellow/Black BK N

GY Orange/Blue 0 y 4 6 llG Blue/Black BL w 17 6P 2R Black/Red R R

GG Blue/Orange BL G 4 6 N Yellow/Black BK N 17 6P 2Y Orange/Red 0 y

N Black/Orange BK N 4 6 12R Yellow/Red R DW 18 SP 2G Black/Blue BL G

10R Orange/Red R DW 15 4P 12G Blue/Red BL w 18 SP 10R Red/Orange R DW 10G Blue/Red BL w 15 4P N Brown/Black BK N 18 SP 10G Blue/Orange BL w

N Brown/Black BK N 15 4P Yellow N Brown/Orange BK N

11R Yellow/Red R DW 16 6P Brown N Brown BK N

11G Yellow/Blue BL w 16 6P Brown/Red 9G Blue/Red BL w N Brown BK N 16 6P Brown/Blue 9R Yellow/Red R DW

Yellow Red/Orange Yellow

Brown/Blue Blue/Orange Brown/Red

Red/Orange Yellow/Orange Black/Orange

Brown/Orange Brown/Orange Yellow/Orange

<c,TS- SERVICE CABINET

.~~ 100 amp

120\240 v.a.c., 60hz., ---r RK

1 Phase, 3 Wire Service {~ I WT

CITY of¼INNER

,.,_ D•

~ 50 amp

~- ~- ~

#6 "$" #6 Y1 U1

TRAFFIC SIGNAL CIRCUIT \Z1 V1 /

E IX1 W1 \ e LUMINAIRE EXTENSION CIRCUIT LL "C

,1l a a:

I STATE OF I SOUTH I

DAKOTA

Plotting Date:

2G/C POLE: A4

HEAD CABINET CABLE

NO. " TERM. CONDUCTOR

COLOR

s 2 4R Red

s 2 4Y Orange

s 2 4G Blue

s 2 4N Black

9 2 GR Red/Blue

9 2 GY Orange/Blue

9 2 GG Blue/Orange

9 2 N Black/Blue

10 4 4R Red/Black

10 4 4Y Orange/Black

10 4 4G Blue/Black

10 4 N Brown/Black

11 2 9R Red/Orange

11 2 9G Blue/Red

11 2 N Black/Orange

11 2 10R Brown/Red

19 4P 10G Brown/Blue

19 4P N Black/Red

19 4P Yellow

20 2P Brown

20 2P Yellow/Black

20 2P Orange/Red

Yellow/Red

Yellow/Blue

Yellow/Orange

Brown/Orange

PROJECT

NH 0018(193)252 P 0044/185)253

08/17/2020

CABLE SIZE:

POLE HEAD

COND. TERM.

COLOR

R R

0 y

BL G

BK N

R R

0 y

BL G

BK N

R R

0 y

BL G

BK N

R DW BL w BK N

R DW BL w BK N

I SHEET I I I

2G/C

HEAD NO.

12

12

12

12

13

13

13

13

14

14

14

14

21

21

21

22

22

22

TOTAL SHEETS

" 4

4

4

4

6

6

6

6

4

4

4

4

2P

2P

2P

4P

4P

4P

.!!1 U:

L24 L31

0 ~

<!J

"' N

"' e

E e u. "O a,

a a:

Local Detector

W1 -W3

W4-W6

W7-W9

E1 - E3

E4- E6

E7- E9

N1-N3

N4- N6

S1 - S3

<1>1

<1>5

Controller Detector

#

1

2

3

4

5

6

7

8

9

Phase

Movement

Lag

Min Green

Extension

Max 1

Max2

Time Before

Time to Reduce

Minimum Gap

Yellow

All Red

Walk

Ped Clearance

Recall

Prag Flash Display

Start Up 0

<1>2

<1>6

1 2 3

C/E

C/E

C/E

BASIC INTERVALS

1 2 3 4 5 6

EBLT SBLT WBLT

10 5 10

3 3 3

33 17 33

4 3.5 4

1 2 1

7 7 7

20 19 20

SOFT SOFT y R y

X X

RING AND BARRIER DESIGN

~ <1>3

~~ <I~ <1>7

~ DETECTOR TABLE

Phase Called (Call/Call Locking/Extend}

4 5 6 7 8 9 10

C/E

C/E

C/E

C/E

C/E

C/E

SIGNAL TIMING US HWY 18/ W 2ND ST

7 8

NBLT

5

3

17

3.5

2

7

19

R

<1>4

!~ <1>8

~I

Controller Settings

11 12 Extend Delay

15

15

STATE OF I SOUTH I

DAKOTA

Plotting Date:

TIMING PLAN 1

Time of Day (TOD) Pattern (C/S/0)

0600 FREE

2200 FLASH

PREEMPTION

Plan 3 4 5 6

Calls0 4 2 6

Output CH14R CH15R CH16R

WEEKLY PROGRAM

I Sun I Mon I Tue lwed1Thu l Fri Sat

Timing Plan I 1 I 1 I 1 I 1 1 1 l 1 1

6

I- ~ 4

Cl)

z

j <( ~

US HWY 18/W 2ND ST ~ 6

2 :: US HWY 18/W 2ND ST

l I-Cl)

z 8 <( ~

PROJECT I SHEET I NH 0018(193)252 P 0044/185)253 I I

08/17/2020

TOTAL SHEETS

C: Cl

"O ai E /5

~ u. c!; C.

§

i :::i

a, jj:

L25 L31

0 0 <:'!

E e LL

I a:

(-.i;~-:::::_ ...._;;r,- ~

1-.. ,, ,, ,, '' '' ,, ,, ,,

Single Tube, Truss, or Davit types of most arms ore al I 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.D.D.O. T.

Convenience duplex festoon outlet receptacle suitable for outdoor use I 15 amp, 3-wirel ( as required l

Luminoire poles shol I be designed to support a 36"x 36'Worning sign banded to the pole as shown.

0 I

;:....

' ~

Concrete Footing

I

i .. d _}

Length of most orm!sl as specified in plans.

o• under the luminaire

Variable

i:n

2.0 sq. ft. 60 lbs. <Typical)

+.c CJI Q) J:

CJI -~ +c ::J 0

:::::;;

Pavement Edge

March 31, 2000

Published Date: 3rd Dtr. 2020

s D D 0 T

STEEL ROADWAY LUM/NA/RE POLE WITH MAST ARM(S)

PLATE NUMBER

635.01

Sheet I of I

2/C •10 AWG Pole and Brocket Cable

Clear Door Opening

A, C.Phase

Grounding Nut

t

GENERAL NOTES:

STATE OF SOUTH

DAKOTA

PROJECT

NH 0018(193)252 P 0044 185 253


*

**

- Size per Wiring Diagram

Anchor Bolt -'<,ll-~--.-- Projection

= X

,-..

"'"~-------~

Base details are provided for example only and are not intended to be a complete design.

Fused connectors shall be breakaway type.

•Hardware connecting the pole to the base shall be installed in accordance with the manufacturer's recommendation.

••Hardware connecting the base to the footing shall be installed in accordance with the manufacturer's recommendation. The Contractor shall install leveling devices in accordance with the manufacturer's recommendation if shimming is necessary to install the light poles plumb and level. The washers and shims shall be installed around the anchor bolts.


s D D 0 T

ROADWAY LUM/NA/RE POLE BREAKAWAY TRANSFORMER BASE

September 6, 2015

PLATE NUMBER

635.21

Sheet I of I

SHEET TOTAL

SHEETS

C: C)

"C _j C: 0

t5 " CJ)

~ a:

I LL c"; C.

~

.!!1 [i:

L26 L31

0 0 <:'!

E e LL

I a:

+.i:: g Q)

::i::

CJ)

,r;_ +c ::J 0 ::,;

Q) L '6 C

E ::J

...J

11/2" Half Coupling (4 required per pole os shown). Provide plugs for unused coup I ings.

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

2.0 Sq. Ft, 60 Lbs,

I t

Most Arm SECTION B-B

~ DETAIL C

~ ~Length of Luminoire ' Most Arm os specified

in plans.

Length of Most Arm as specified in plans.

Variable Variable (8' Min.) (8' Min.l

L

.lL 2

1------< 25 Sq. Ft. 1----1----<it=l

-a, - I I. - ,-.. ex,_

i*

9 Sq. Ft.

14.9 Sq. Ft. 25 Lbs. 130 Lbs.

VIEW A-A

GENERAL NOTES:

4.3 Sq. Ft. 40 Lbs. (Typ.l

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

60 Lbs.

See Detail C

8.9 Sq. Ft. 80 Lbs, (Typ.l

Variable

A

' ' '

□

~=;:r- -

Optional Connection

Circumferential Clamp, Hinged, or Bolted Flanged Connection

5"x7" Hondhole

* The signal height allowances 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 ol lowonces shol I be os specified in Section 4D.l 5 of the MUTCD.

December 23, 2008

S PLATE NUMBER


D SIGNAL POLE 635.32 g (WITH MAST ARM AND LUM/NA/RE EXTENSION) ----T Sheet /oft

Domed Steel} Post Cop

4• Dia. Galvanized Steel Utility Post

Rounded Surface

Closs MG Concrete Footing

----r-

A

Domed Steel Post Cop

Electrical Service Cabinet with Lock

Galvanized Steel Utility Post

Conduit and wire size~ as shown on plan sheets

UJ ' in

STATE OF SOUTH

DAKOTA

Plotting Date:

PROJECT

NH 0018(193)252 P 0044 185 253

08/17/2020

Weatherhead

Overhead Utility Pole

Meter Socket (As Required)

See Detail A Grounded per NEC

ELEVATION VIEW GENERAL NOTES1

The service cabinet shall include an 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 Grade or Grode 2. The domed steel post cop shall be in conformance with AASHTO Standard Specifications M181 and shall 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 instol ling al I 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".


s D D 0 T

GALVANIZED STEEL UTILITY POST WITH OVERHEAD UTILITY POLE

June 26, 2016

PLATE NUMBER

635.35

Sheet I of I

SHEET TOTAL

SHEETS

C: C)

"C _j C: 0

t5 " CJ)

~ a:

I LL ;st; C.

~

.!!1 [i:

L27 L31

0 0 <:'!

E e LL

I a:

Transformer

Meter Socket !As Required)

n )

;'.a I

L[)

Domed Steel Post Cap

-Electrical Service Cabinet with Lock

,.--4" Dia. Galvanized Steel Utility Post

-Rounded o Surface

I

a>

0 I -------- ;:,,

GENERAL NOTES1

Conduit

Ground per NEC

Class M6 Concrete Footing

ELEVATION VIEW

The service cabinet shall include an e x ternally mounted 15A receptacle outlet. The receptacle shall be housed in a lockable NEMA 3R enclosure. The Contractor shal I 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 shal I be Type I and either Grade or Gr ade 2. The domed steel post cap shal I be in conformance with AASHTO Standard Specifications Ml 81 and shall be Type I.

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

All costs far 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 cap, meter socket if r equired, conduit, and incidentals shall be incidental to the contract unit price per each for "Electrical Service Cabinet".


s D D 0 T

SERVICE FROM PAD MOUNTED TRANSFORMER WITH METER ON A GALVANIZED STEEL

UTILITY POST

June 26, 2016

PLATE NUMBER

635.41

Sheet I of I

Rodent Screen

Grounding Stud or Nut

Leveling Nut

GENERAL NOTES:

''' '''

STATE OF SOUTH

DAKOTA

I-------P_RO_J,-EC_T--,--------1 SHEET

NH 0018(193)252 P 0044 185 253

Plotting Date:

Signal Pole

Cover Fastener

Cover

08/17/2020

#6 AWG Copper Grounding Wire

Concrete Footing

Base details are provided for example only and are not intended to be a complete design.

The Contractor will furnish and install a rodent screen in the signal pole above the tranformer base. The rodent screen will be a galvanized steel mesh with a maximum opening size of¼ inch. The rodent screen will be friction fitted or installed by other methods approved by the Engineer.

All costs for furnishing and installing the rodent screen including labor, equipment, and materials will be incidental to the contract unit price per each for the corresponding signal pole contract item.


s D D 0 T

TRANSFORMER SIGNAL POLE BASE

February 14, 2020

PLATE NUIIBER

635.50

Sheet I of I

TOTAL SHEETS

C: C)

" _j C: 0

t5 " CJ)

~ a:

I LL c"; C.

~

.!!1 [i:

L28 L31

0 0 <:'!

E e LL

I a:

Vertical Rebar (equol ly spaced)

1/2" Preformed Joint Filler

Vertical rebar shall be as specified in the plans.

GENERAL NOTES:

Footing Diameter

Spiral Diameter

½" Rigid grounding conduit with bushings (sites to be grounded ore shown on the field wiring diagram).

Rigid Conduit With Bushings

(LI One Anchor Rod Diameter (Mox.l (For Signal Pole Footings)

Anchor Rod (Typ.l

t

**For Signal Pole Footings

_,,.,--When direct buria I is 1/J to be used a bushing c or bell end shall be

~ ~ provided.

.c (I) +- .c g +-D C

g'-o ~ -~ 0 4-0 ·u

LL (I)

Q. 1/)

--12" for No. 3 Spiral Ties

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

Spiral ties shol I hove I -I /2 extra turns at each end.

See Section 985 of the Specifications for footing materials.

Conduits and bushings may project 2½ 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 will 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(sl,

The pole shol I not be installed until the concrete has attained design strength (4000 psil.

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

Pedestrian crossing sign (R10-3e) or as specified in the plans.

Pedestrian Push Button or Pedestrian Push Button far APS

Pedestrian push button pole as specified in the plans.

Anchor bolts as specified by the manufacturer.

Pole

.-~,: .d - -°'~:. :_.v:- · 4·. -o. ·

PROJECT STATE OF SOUTH

DAKOTA NH 0018(193)252 P 0044 185 253


2'-0"

1 '-0" 1 '-0"

PLAN VIEW (Round Footing)

1: 1'-0"

2'-0"

1'-0" :1 .. IE -·

0 I

"""

0 . .'Q . . 0.: -. :oq:_. - . ~ '-" "- ·~.;__......:.~

_, .,....

I

Concrete Footing

2'-0" Conduit

ELEVATION VIEW

GENERAL NOTES:

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

PLAN VIEW (Square Footing)

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

The concrete for the footing will be class M6 concrete.

Pole

All costs for furnishing and installing the concrete footing will 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 will be incidental to the contract unit price per each for "Pedestrian Push Button Pole".


s D D 0 T

PEDESTRIAN PUSH BUTTON POLE

May 9, 2020

PLATE NUMBER

635.57

Sheet I of 2

SHEET TOTAL

SHEETS

C: C)

" _j C: 0

t5 " CJ)

~ a:

I LL ;a'; C.

~

.!!1 [i:

L29 L31

0 0 <:'!

E e LL

I a:

--: X o--: ::::,;; a. - >, = I-

~[ Q) .c ~

C +-·--o .{),_ 0~ u r

I" Chamfe~ 1

=-r b •

I ....I "'u

L _,.,...--- Battery Backup Cabinet Length

Grounding Conduit

~i I-

d 1: SECT ION .

a. >, I--

Battery Cabinet

;-------t---k __ Controller Cabinet

Sil icone Rubber Caulk

Pedestal Base

-~~l__J._U~J.i---::J::j[J~==-A_n_chor Bolts - '- Concrete Pad

''' ''' 'l ~ c l' !;I E36" (Min.)

~~~"(~-~-~-!!'<l~--t=;,,1~=::i,l=ri"'l~~~~~~~~~~-~--;~~ ... ~ ..... -.:~·:~ .,·.--~.-- .

= Rigid o Conduit

I ,.,,

2" CL. (Typ,)

Pad e Ac

1/2" Pref or Expansion J

Concrete

Rigid

Concrete Footing 2" CL. (Typ.l

~ Grounding Conduit

SECTION

C

d

B-B

Anchor Bolts

s;ncone '-j Rubber t' Caulk ,.,,

t

...J u ~

0 I

;;-.,

L Q) 4-E 0 .c u

ELEVATION VIEW ELEVATION VIEW (Base Mounted)

GENERAL NOTES:

The concrete pad shall conform to the base of the controller and battery backup cabinets to the satisfaction of the Engineer.

Conduits shall be sealed water-tight until the conductor cables are installed.

IZllf the controller and battery backup concrete pad and foot ing is not located within or adjacent to an exist ing s idewalk, the Contractor shall provide a concrete access pad as directed by the Engineer.

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

A continuous bead of silicone rubber caulk shall provide a weather-tight seal between the concrete pad or footing, and the cabinet or base.

(Pedestal Mounted)

REINFORCING SCHEDULE Cfor one footing)

Mk. No. Size Length Type Bending Detail

a * 3 L - 4" Str.

t~t b * 3 w - 4• Str.

C 6 6 3' -0" Str.

d 4 3 4' -0" T3 Type T3

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

footing size,

March 21. 2016

s D D 0 T

CONTROLLER CABINET AND FOOTING PLATE NUMBER

635.60

Published Date: 3rd Dtr. 2020 Sheet I of I

TOP VIEW CCoverJ

0

0

TOP VIEW (Bo x )

D

0

0

* Skid Resistant Surface

* * Appropriate Logo

STATE OF SOUTH

DAKOTA

Plotting Date:

ISOMETRIC VIEW (Bo x and Cover)

PROJECT

NH 0018(193)252 P 0044 185 253

08/17/2020

! Lifting Eye

u Portland Cement Concrete or Asphalt Concrete

Base Course

Conduit~ "' 3 _,.r-----,~

E ·c --1__i--:::::L_ ___ __J\, ~ ____ ...1, ·-------'-~ ~----"v-----"v------

"'...._ ____ L ____________ J~-4---<L.b.Jl Base

SIDE VIEW (Electrical Junction Box Installation Details)

(Buried No. 4 steel reinforcing bar not shown.)


s D D 0 T

ELECTRICAL JUNCTION BOXES TYPE 1 THROUGH TYPE 4

Course

September 14, 2017

PLATE NUIIBER

635.65

Sheet I of 2

SHEET TOTAL

SHEETS

C: C)

" _j C: 0

t5 " CJ)

~ a:

I LL ;a'; C.

~

.!!1 [i:

L30 L31

0 0 <:'!

E e LL

I a:

ELECTRICAL JUNCTION BOX

APPROXIMATE MINIMUM

TYPE DESCRIPTION DEPTH COVER SIZE <Cl

I Open Bottom 1 l"x l 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 wi th a minimum of two stainless steel bolts and washers.

The cover shall hov e a lifting eye,

• The surface of the cover shal I have a minimum wet and dry coefficient of friction value of 0.5 as determined by ASTM FG09.

••The cover of the junction box shall hove the appropriate logo in one inch size letters and shall be recessed, When the junction box contains cables or wires for o tro f fic 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 Notional Standards Institute (ANSll / Society of Coble Telecommunications Engineers (SCTEJ 77 2007 Specification for Underground Enclosure Integrity. The loading requirement for al I the electrical junction boxes shall be Tier 8 of ANSI / SCTE 77 2007,

The electrical junction boxes shall be UL listed.

For junction box es 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 D D 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


0

STATE OF SOUTH

DAKOTA

Plotting Date:

PROJECT

NH 0018(193)252 P 0044 185 253

08/17/2020

Electrical Junction Box

1/ 2" or 3/4" PVC Conduit

~=='=6='=, ::':::~~ -90° Elbows

CONDUIT LAYOUT

Loop Designation No. <as indicated on pion sheets)

Lead-ins

Twisted Shielded Pair

} To Detector or Detector Unit

Electrical Junction Bo x

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

Granular Mater ial

s D D 0 T

1h" or %" PVC Conduit

Electrical Junction Box (See Electrical Junction Box Details)

LEAD-IN DETAIL

PREFORMED DETECTOR LOOP

June 26, 2015

PLATE NUMBER

635.70

Sheet I of I

SHEET TOTAL

SHEETS

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L31 L31

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Buried Cable Marker

N

Conductor Cable(sl

Buried Cable Marker

q-N

Conductor Cable(sl

GENERAL NOTE:

Ground Line

Soil Backfill

SECTION VIEW

Ground Line

Soil Backfill

Sand Cushion

~ Rock

SECTION VIEW

The Buried Cable Mar ker shall be plastic, approximately 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 approximately 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 coble marker. The Buried Cable Marker shall be subject to approval by the Engineer. All costs associated with furnish ing and installing the Buried Cable Marker shall be incidental to the contract unit price per Foot for the bid i tem used for the electr ical conductor.


s D D 0 T

CONDUIT INSTALlATION

March 31. 2000

PLATE NUMBER

635.76

Sheet I of I

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Q) Q) L +-


STATE OF SOUTH

DAKOTA

Plotting Date:

Mount ing Height

'O Q) C 4-Q)

'O

Q)

.c +-

0 +-0 +c Q) 'O ·u C

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E • o, ~t C 4- .~ += 'O O -§, Q) 5. ...J > 0 Q) E .c Q) + L

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s D D 0 T

TREE TRIMMING FOR ROADWAY LIGHTING

PROJECT

NH 0018(193)252 P 0044 185 253

08/17/2020

L 11) Q) +,:: C 0 Q)

- E - Q) o_ Uw "ii+;,., .c +- .'? E Vl

g 4-•- 0 C •- Q) E C ii, ~

December 23. 2009

PLATE NUIIBER

635.99

Sheet I of I

SHEET TOTAL

SHEETS

C: C)

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section l: signal and lighting plansapps.sd.gov/hc65c2c/ebs/lettings/electronicplans/04fd... ·...

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