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August 14, 2020 Re: Pierre/Fort Pierre Missouri River Bridge Pre-Bid Meeting To Whom It May Concern, A pre-bid meeting for the Pierre/Fort Pierre Missouri River Bridge project is being held on September 1st, 2020 at 9:30am CST in Pierre, SD. Interested contracting parties are invited to attend the meeting in-person at the Ramkota Hotel (Amphitheater II) in Pierre, or virtually via the Microsoft Teams Meeting Link provided below. We do ask anyone attending in-person follow CDC and social distancing guidelines for COVID-19. This meeting will include a presentation of the project covering topics such as the overall scope of work, design aspects & architectural features, permit requirements, traffic control, and contract time. There will be an opportunity for contractors to present questions to Department staff, consultants, and other project stakeholders. In addition, at the conclusion of the meeting, an on-site tour of the project will be offered to those attending in-person. Attendance is not a requirement, but all interested contracting parties are strongly encouraged to attend. If attending the conference virtually you must join the meeting via the link below in order to view the presentation and call-in using the toll-free number. In order to reduce sound feedback please mute the microphone on your computer. When joining virtually please include the name of your company followed by the individuals from your company attending the meeting by using the chat feature of Microsoft Teams.

Join Pre-Bid Meeting Date: September 1, 2020 Time: 9:30 – 12:00 (CST) (833) 436-6264 United State (Toll-Free) Conference ID: 297 145 525#

Additional instructions regarding the meeting format will be provided at the beginning of the meeting. We look forward to seeing you there! Sincerely, SD DOT

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SECTION L: SIGNAL AND LIGHTING PLANS

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L1 L2-11 L12-L13 L 14-L23 L24-L26 L27 L28 L29-L31 L32 L33-L40

STATE OF SOUTH

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NH-EM 0014(194)227 L1

Plotting Date:

INDEX OF SHEETS

General Layout with Index General Notes and Estimate of Quantities Existing Signal & Signal Layout Conduit Layouts Wiring Diagrams Signal Timing Signal Wiring Table Special Details

TOTAL SHEETS

L40

Permanent Vehical Classification System Details Standard Plates

Plans Prepared By G~ Minneapolis Office 733 Marquette Avenue,

Suite 1000 Minneapolis, MN 55402 Phone: 612-712-2000

~ TEC 2020

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FOR BIDDING PURPOSES ONLY

PROJECTSTATE OFSOUTH

DAKOTA NH-EM 0014(194)227SHEET

L2 L40

TOTALSHEETS

Revised Date: 7/2/2020 JRFSECTION L ESTIMATE OF QUANTITIES

BID ITEM NUMBER ITEM QUANTITY UNIT

110E1520 Remove Signal Equipment Lump Sum LS 110E1530 Remove Signal Pole Footing 2 Each 110E1540 Remove Luminaire Pole Footing 24 Each 110E5100 Salvage Luminaire Pole 35 Each 110E5110 Salvage Signal Equipment Lump Sum LS 250E0010 Incidental Work Lump Sum LS 635E0050 Breakaway Base Luminaire Pole with Arm, 50'

Mounting Height17 Each

635E0820 Luminaire Pole, Top Mount 10 Each 635E0901 Decorative Luminaire Pole with Arm 28 Each 635E2140 Signal Pole with 40' Mast Arm and Luminaire Arm 1 Each 635E2145 Signal Pole with 45' Mast Arm and Luminaire Arm 1 Each 635E3390 Post Top Luminaire, LED with Photoelectric Cell 10 Each 635E3395 Decorative Luminaire, 70 Watt 28 Each 635E3545 Under Bridge Deck Luminaire, LED 2 Each 635E3600 Floodlight Luminaire, 100 Watt 4 Each 635E3625 Floodlight Luminaire, 250 Watt 28 Each 635E3800 Roadway Luminaire, LED 19 Each 635E3810 Decorative Luminaire, LED 206 Each 635E4030 3 Section Vehicle Signal Head 7 Each 635E4050 5 Section Vehicle Signal Head 1 Each 635E5020 2' Diameter Footing 135.0 Ft 635E5030 3' Diameter Footing 26.0 Ft 635E5302 Type 2 Electrical Junction Box 15 Each 635E5304 Type 4 Electrical Junction Box 2 Each 635E5310 Special Electrical Junction Box 16 Each 635E5360 Surface Mounted Junction Box 28 Each 635E5400 Electrical Service Cabinet 1 Each 635E5540 Sawed-In Detector Loop 11 Each 635E5880 Accessible Pedestrian Signal 2 Each 635E5910 Pedestrian Push Button Pole 2 Each 635E5922 Pedestrian Signal Head with Countdown Timer 2 Each 635E5930 Pedestrian Crossing Sign 2 Each 635E6200 Miscellaneous, Electrical Lump Sum LS 635E8020 2" Rigid Galvanized Steel Conduit 8,527 Ft 635E8030 3" Rigid Galvanized Steel Conduit 7,180 Ft 635E8120 2" Rigid Conduit, Schedule 40 5,361 Ft 635E8130 3" Rigid Conduit, Schedule 40 742 Ft 635E9016 1/C #6 AWG Copper Wire 75,203 Ft 635E9502 2/C #14 AWG Copper Tray Cable, K2 534 Ft 635E9504 4/C #14 AWG Copper Tray Cable, K2 308 Ft 635E9505 5/C #14 AWG Copper Tray Cable, K2 182 Ft 635E9524 24/C #14 AWG Copper Tray Cable, K2 542 Ft 635E9600 #16 AWG Copper Twisted Shielded Pair 6,140 Ft 635E9605 #12 AWG Copper Twisted Shielded Pair 2,685 Ft 635E9710 2/C #10 AWG Copper Pole and Bracket Cable 130 Ft 635E9860 Outdoor Rated Cat5 Cable 2,983 Ft 900E5840 Permanent Vehicle Classification System 1 Each

SUPPLYING AS BUILT PLANS

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

INCIDENTAL WORK

Incidental work includes, but is not limited to, the restoration of all disturbed areas to the satisfaction of the Engineer.

SHOP DRAWING AND CATALOG CUTS SUBMITTALS

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:

[email protected]

Upon review of the submittals, they will be sent by the Engineer to the following SDDOT emails addresses for concurrence of approvals and remarks:

[email protected]@state.sd.us

ON-SITE INSPECTION

An on-site inspection of the traffic signals will be conducted before acceptance of the project, once the traffic signals are completed and operational. The on-site inspection must be conducted by the Project Engineer or Region Traffic Engineer with the Contractor, City of Fort Pierre Public Works Director, and the Traffic Design Engineer present.

TEMPORARY LIGHTING

Roadway lighting will be maintained throughout construction. During Phases 1 and 2 of construction the existing roadway luminaires will be utilized. During phase 3 the new roadway luminaires will be utilized. A temporary service will be needed to provide power to luminaires on the Pierre side and bridge portion of the projects. Temporary light poles will be provided at locations where new luminaires are not available until after phase 3. During Phase 4 of construction the new roadway luminaires will be utilized.

Coordinate location of temporary electrical service with the City of Pierre Utility Department. The City contact for Pierre is Brad Palmer at (605) 773-3067.

Temporary locations are provided for LC4, LC6, LC8, and LC10 in Fort Pierre portion of work and are designated as TLC4, TLC4, TLC6, TLC8, and TLC10. Temporary overhead power will be provided from LC3 to TLC10 along north side of roadway.

Temporary locations are provided for LC11, LC12, LC14, LC15, LC16, and LC17 in Pierre portion of work and are designated as TLC11, TLC12, TLC14, TLC15, TLC16, and TLC17. Temporary overhead power will be provided from new service to TLC11, from TLC11 to TLC17 along north side of roadway and from TLC3 to JL17 (Utilized conduit past JL17 for lights on bridge.)

Temporary light locations are approximate and can be adjusted slightly to facilitate construction. Temporary lights shall be services by overhead power connecting between light poles.

All cost to provide temporary lighting shall be incidental to the to the lump sum contract unit price for “Miscellaneous, Electrical”.

SALVAGE SIGNAL EQUIPMENT

Existing signal equipment will be salvaged and delivered to the City of Fort Pierre (08 East 2nd Ave. Fort Pierre, South Dakota) by the Contractor. The Contractor must notify the City 5 days before the delivery of the salvaged signal equipment. The City contact is Rick Hahn at (605) 223-7690. Contractor will use caution during the salvaging of equipment. Any damage to salvaged signal equipment will be replaced by the Contractor at no additional 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 EL1-EL35 will be salvaged and delivered to the City of Pierre (2301 Patron Pkwy, Pierre, SD) or Fort Pierre (08 East 2nd Ave. Fort Pierre, SD) by the Contractor. The Contractor must notify the City 5 days before the delivery of the salvaged luminaire poles. The City contact for Fort Pierre is Rick Hahn at (605) 223-7690. The City contact for Pierre isBrad Palmer at (605) 773-3067. Contractor will use caution during the salvaging of luminaire pole. Any damage to salvaged luminaire pole will be replaced by the Contractor at no additional 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 LUMINAIRE POLE FOOTING

The footings of existing luminaire poles EL3-EL11, EL20, EL22-EL35 will be removed by the Contractor to a minimum of 2’ below the ground surface. Footings removed below 2’ may require special backfill procedures if in close proximity to a proposed footing. 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”.




L3 L40

TOTALSHEETS

Revised Date: 7/2/2020 JRF

REMOVE SIGNAL POLE FOOTING

The footings of existing signal poles EA2 & EA3 will be removed by the Contractor to a minimum of 2’ below the ground surface. Footings removed below 2’ may require special backfill procedures if in close proximity to a proposed footing. 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”.

TABLE OF FOOTING DATA

Site Designation

Footing Diameter

*Footing Depth

**Spiral Diameter

**Spiral Length

Vertical Reinforcement

EA2-EA3 3'-0" 13'-0" 2'-8" 120'-9" 14-#8' x 11'-6"LC3-LC17 2'-0" 9'-0" 1'-8" 60'-0" 8-#7 x 8'-6"

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

SUBSURFACE

Subsurface investigations were conducted within the project limits in March of 2017 and October 2018. Subsurface conditions throughout the project area consist of 12-20 feet of sandy silt overlaying sand with occasional interbedded silts, clays and trace gravels. At the time of the investigations, groundwater was encountered at elevations varying from 1420 to 1426. Luminaires LC6-LC13 will be placed within either new or existing embankment fill material. Existing embankment material consists of brown to gray clay to clay silt. It is anticipated that new embankment fill material will be of a similar composition to the existing embankment fill.

Due to the proximity of proposed footing locations (LC11-LC14) to newly installed storm sewer it is anticipated that caving will occur. To mitigate construction issues and provide the footing with necessary lateral support, casing will be required. Permanent casing must extend to a depth equal to or greater than the adjacent storm sewer excavation, or temporary casing may be used, set to the caved depth with the outside annulus backfilled with controlled density fill prior to placement of concrete for the cylindrical footing.

Casing must 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.

Construction activities will be sequenced in a manner such that utility excavations within 10 feet of any proposed footing will be completed and backfilled prior to excavation of cylindrical footings. Backfill of excavations within 10 feet of proposed footings must be with cohesive material approved by the Engineer placed in loose lifts not to exceed 6 inches and compacted according to the Specified Density Method.

During construction of the cylindrical footings, concrete placement operations should closely follow excavation procedures. Groundwater is anticipated to be encountered within the excavations for EA2 and EA3 and near the bottom of other excavations. The longer the excavations are left open the more likely caving may occur.

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

POLES

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

Signal pole luminaire extensions will have a 50-ft mounting height with 8-ft arms.

Lighting unit LA1-LA28 will have a mounting height of 27 Ft. with 6 Ft. arm.LA1-LA28 will be Phillips Lumen model.Lighting unit LC1-LC17 will have a mounting height of 50 Ft. with 8 Ft. arm.Lighting unit LD1-LD10 will have a mounting height of 15 Ft.

Luminaire poles will be designed to include loadings created by banners that are 2 feet wide by 7 feet long, mounted 15 feet from the bottom of the pole to the bottom of the banner. (LA’s and LC’s)

(LA1-LA28) Arm: PR6-1APole: SSM8VColor: Selected during shop drawings from standard, RAL, Custom, or Paint Chip Matching

(LD1-LD10)Pole: 15 foot pole to match ExistingColor: Selected during shop drawings from standard, RAL, Custom, or Paint Chip Matching

BARRIER MOUNTED LUMINAIRE POLE

Luminaire Pole LA (odd numbered) is a concrete bump out mounted pole. Refer to Section E of the plans for mounting details.

Luminaire Pole LA (even numbered) is a concrete barrier mounted pole. Refer to Section E of the plans for mounting details.

LUMINAIRES

The lighting design provides 0.9 and greater average maintained foot-candles and a uniformity ratio (average maintained to minimum maintained foot-candles) of 3:1 and less using the following parameters:

Setback: Varies Ft.Lamp Loss Factor (LLF): 0.85 Width of Lighted Area: 60 Ft.Spacing: 127 Ft.Configuration: Two-Sided/SoldierMounting Height: 27 Ft. and 50 Ft.Lamp: LED

The following luminaires meet the requirements for this design:

Lighting Unit Type A – White LED Area Lighting UnitBid Item: Decorative Luminaire, 70 Watta.) Philips: Luminaire: TXF948-G2-KL3W3-16, Teardrop

LED Pendant Type 3 Optics, 50 Watts

Lighting Unit Type C – White LED Area Lighting UnitBid Item: Roadway Luminaire, LEDa.) Eaton: NVN-AF-04-LED-U-T2R- 800, 4000K

Short, Type II

b.) AEL: ATB2_60BLEDE 1 O_R2, 4000K Medium, Type II

Lighting Unit Type D – White LED Area Lighting UnitBid Item: Post Top Luminaire, LED with Photoelectric Cella) AEL: Luminaire: 245L20LEDE10-MVOLT-4KR3-G

ACCENT LIGHTING

Luminaire Type E – RGB LED Flood LightBid Item: Floodlight Luminaire, 250 Watta) Insight Lighting: Luminaire: 17SP2-275-RGBXD(3000K)-120-

DMXFXDMX Distribution and Programming KitDMX Distribution kit – Wet LocationColor: Selected during shop drawings from standard, RAL, Custom, or Paint Chip Matching

Luminaire Type F – RGB LED Flood LightBid Item: Floodlight Luminaire, 100 Watta) Insight Lighting: Luminaire: 5SP-RGBWG(3000K)-20-120-

DMXFX-VSDMX Distribution and Programming KitDMX Distribution kit – Wet LocationColor: Selected during shop drawings from standard, RAL, Custom, or Paint Chip Matching

Luminaire Type G – White LED Canopy LightBid Item: Under Bridge Deck Luminaire, LEDa) Cree Lighting: Luminaire: CAN-EDG-5M-DM-10-UL-525

Color: Selected during shop drawings from standard, RAL, Custom, or Paint Chip Matching

Luminaire Type PL – White LED Railing LightBid Item: Decorative Luminaire, LEDa) KLIK: Luminaire: LPXL-32-RXX-40K-4.5-S-XXX-FRS-

DIM-XXX-SHR, 320 Lumens, 4.5W, 4000K, Symmetrical DistributionColor: Selected during shop drawings from standard, RAL, Custom, or Paint Chip Matching




L4 L40

TOTALSHEETSMULTICONDUCTOR CONTROL CABLE FOR SIGNAL CIRCUITS

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

SIGNAL BACKPLATES

All new vehicle signal heads will have backplates with retroreflective border. The vehicle signal head backplates must have a factory applied 3-inch wide yellow retroreflective border. Sheeting for the border will be Type IX or XI in conformance with ASTM D4956. Signal 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 must 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” and “5 Section Vehicle Signal Head”.

CONTROLLER PROGRAMMING

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

The Contractor must furnish the Road Design Office with a copy of the data programmed into the controller prior to the full operation of the controller for approval. The address is as follows:

John LessTraffic Design EngineerOffice of Road Design700 East BroadwayPierre, SD 57501

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.

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

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

The APS control unit must 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 must 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 must 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”.

PEDESTRIAN PUSH BUTTON POLE

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

Product Manufacturer

Crosswalk PedestalCP6ACT4840TCSS

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

Ped PolesSP-3022-NY-SP0001

GP3 APS PoleB-GP3-7-7-10-AA-4T

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

TIP Indications22480 County Rd 75St. Cloud, MN 56301www.tipindications.com

CONDUIT EXPANSION JOINTS

Expansion joints at the bridge ends shall be as detailed in the plans.

All costs to provide the expansion joints will be incidental to the contract unit price per foot for “2” Rigid Conduit, Schedule 40, 2” Rigid Galvanized Steel Conduit, or 3” Rigid Galvanized Steel Conduit” going thru the expansion joint.

CONDUIT LAYOUT NOTES

1. All existing conductors between the following will be removed:EJB9 to EJB11, EJB11 to EJB12, EJB11 to EA3, EJB11 to EJB6, EJB16 to EJB17, EJB11 to EJB13, EJB13 to EA2, EJB13 to EJB14, EJB13 to EJB15, EJB15 to EJB22, EJB7 to EJB6. EJB6 to EJB5, EJB5 to EJB2. All costs for work involved in the removal of existing conductors will be incidental to the contract lump sum price for “Remove Signal Equipment”.

2. Junction boxes EJB6, EJB11, EJB12, EJB13, and EJB14 are to be removed. All costs for work involved in the removal of existing junction boxes will be incidental to the contract lump sum price for “Remove Signal Equipment”.

3. Conduits to be removed can be abandoned in place under paved areas. In areas of pavement removal, the conduits will be removed, and the ends capped at end of abandonment. All costs for work involved in the removal of existing conduit will be incidental to the contract lump sum price for “Remove Signal Equipment”.

4. Intercept (Cut existing conduit and couple to new conduit) conduit run from EJB9 to EJB11 and adjust to JB1. Construct JB1 over conduit between EJB11 and EJB16. See location on plans. All costs for work involved in the intercepting conduit will be incidental to the contract lump sum price for “Remove Signal Equipment”.

5. Intercept (Cut existing conduit and couple to new conduit) conduit run from EJB11 to EJB13 and adjust to JB2. See location on plans. Also extend conduit from removed EJB11 to JB1. All costs for work involved in the intercepting conduit will be incidental to the contract lump sum price for “Remove Signal Equipment”.

6. All costs to remove conductors and junction boxes and adjust conduits will be incidental to the contract unit price per foot for "2" Rigid Conduit, Schedule 40".

7. At locations noted to “Install Junction Box to intercept conduit” install new junction box over existing conduit. All costs for work involved in the intercepting conduit will be incidental to the contract lump sum price for “Remove Signal Equipment”.

8. At locations noted to “Adjust to JB3” make minor adjustment of existing conduit to align with new junction box (JB3). All costs for work involved in the adjustment of conduit will be incidental to the contract lump sum price for “Remove Signal Equipment”.




L5 L40

TOTALSHEETSDMX CABLE

DMX cable will be as required by the lighting controls manufacture.

All costs to provide the DMX Cable will be incidental to the contract unit price per foot for “Outdoor Rated Cat5 Cable”.

SURFACE MOUNTED JUNCTION BOXES

Surface mounted junction boxes SMJB1–SMJB28 must have a fuse holder for underdeck luminaires.

Surface mounted junction boxes SMJB1–SMJB28 must be equipped with a terminal block having a minimum of 24 positions and be UL approved.

Surface mounted junction boxes will be attached to the bridge using 3/16” x 2” concrete screws.

All costs for the surface mounted junction box, fuse holders, and terminal blocks will be incidental to the contract unit price per each for “Surface Mounted Junction Box”.

Junction boxes must be provided with a divider to separate power from non-power as required per NEC.

SPECIAL ELECTRICAL JUNCTION BOXES

Special Electrical boxes (SEJB1-SEJB14) will be flush mounted inside bridge barrier as detailed in the plans. Each box will be provided with a divider to separate power from non-power as required per NEC.

All costs for the special electrical junction box, fuse holders, and terminal blocks will be incidental to the contract unit price per each for “Special Electrical Junction Box”.

TYPE 4 ELECTRICAL JUNCTION BOX

Type 4 Electrical boxes will be in accordance with SDDOT Standard Plate 635.65 except that they shall be a minimum of 36” deep.

UTILITY PULL BOXES

Pull boxes JU2 and JU3 connecting to empty 4” conduit for future utility use will be a 30”x24”x6” NEMA Type 4 pull box. See detail. Pull box must be one of the following types, or an approved equal:

Product Manufacturer

Steel EnclosureA30H24ALP

Hoffmanhttps://hoffman.nvent.com/en/hoffman

All costs for the pull box will be incidental to the contract unit price per each for “Special Electrical Junction Box”.

PERMANENT VEHICAL CLASSIFICATION SYSTEM ONLY USING INDUCTIVE TRAFFIC LOOPS

The contractor will install on US 14 East and West bound, approximately Station 36+10, just west of the new Missouri River Bridge. (The SDDOT Engineer will determine the exact location) one permanent vehicle axle classification system only using inductive traffic loops (Peek Traffic Inc Model ADR 6000 or approved equal). The system must classify vehicles to the FHWA Schedule F format with an accuracy of greater than 95%.

The system will include:

A. 8 (2 per lane) standard inductive traffic loops which must meet NEMA TS-2 Environmental Specifications. The 8 inductive traffic loops will be installed by sawing or routing them into the top of the roadway surface after the PCC concrete surfacing is completed. A representative of the SDDOT Office of Inventory Management - Traffic Section will be on site and direct the installation of the inductive loops. The SDDOT Engineer will determine if the weather is acceptable to install inductive loops (40 F and rising and no rain) and no loops will be allowed to be installed after November 1. All saw cuts must be cleaned to the satisfaction of the SDDOT Engineer before sealing the cuts. The contractor will provide all supplies necessary for complete installation of the loops including wire, loops, sealant, numbering loops by location, etc.

B. 8 (2 per lane) advanced IRDIS inductive axle detection loops. The 8 IRDIS inductive axle detection loops will be installed by sawing or routing them into the top of the roadway surface after the PCC concrete surfacing is completed. A representative of the supplier of the IRDIS inductive axle detection loops (ACT Traffic Solutions 1-952-288-4830 or approved equal) will be on site and direct the installation of the IRDIS inductive axle detection loops and the Contractor will complete this installation in a continuous manner (no time delays). The SDDOT Engineer will determine if the weather is acceptable to install inductive loops (40 F and rising and no rain) and no loops will be installed after November 1. All saw cuts must be cleaned to the satisfaction of the SDDOT Engineer before sealing the cuts. The Contractor will provide the supplier and SDDOT at least a two week notice of the dates of this installation. Sheet L32 shows the general layout for each lane sets of inductive and IRDIS loops. Sheet L32 shows some general details of the installation of the IRDIS inductive axle detection loops.

C. Cabinet Requirements

There is a current electronics cabinet installed on the south side (right behind the guard rail). The existing cabinet will be removed by the SDDOT and the PCC base will be removed and disposed of by the contractor. A new electronics cabinet will be installed on a new PCC concrete base on the north side right of way line. The new cabinet and base will have a water drain hole in the lowest corner of the cabinet and thru the concrete base so that water will freely drain from the cabinet. The new cabinet door will be located on the north side of the cabinet. A small concrete pad (2’X3’X6”) will be poured in front of the base so a person can have something to stand on while accessing the inside of the cabinet. The contractor will install new 110 V AC (100 Amp) electric service to the electronics cabinet. The contractor will provide a Sierra Wireless RV50X cell phone modem to be used in the new electronics cabinet. The contractor will pay for all charges (installation and connect fees, lighting surge suppression, supplies, etc.) for the electric and cell phone modem to be installed into the new electronics cabinet. The new electric service wires cannot be installed in the same conduit as loop wire. Inductive loop wire with a protective jacket will be installed in all saw cut loops in the pavement.

Home run shielded wire will be stranded 14AWG with DC resistance < 3.0 ohms per 1000 feet and has cross-link polyethylene insulation (XHHW).

The new cabinet will be aluminum and will be supplied with the following installed items:

1. TYPE 4B base mount (SMF) aluminum two shelf cabinet with fan and thermostat and a cabinet light controlled by a door switch. Each cabinet will be fitted with a #2 Corbin style lock and 2 keys.

2. Lightning surge suppression and terminal blocks for eight (8) inductive loops must be fitted.

3. AC Power panel with two (2) switch type circuit breakers. The AC power panel must have a plastic cover.

4. GFI duplex outlet, ACP340 line protector.

D. The contractor will provide and install underground 3/4-inch conduit to a depth at least 24 inches below ground from the edge of the roadway to 2 electrical junction box (type II) located 2 feet off the edge of each shoulder and then through 2 inch conduit into the new electronics cabinet. The Contractor will provide the SDDOT Office of Inventory Management at least a two week notice of the dates of the conduit installation. The supplier of the IRDIS loops will do the wiring of the electronics. Sheet L32 shows a general layout and specifications of how to connect the loops to the conduit.

E. The Contractor will purchase from the supplier of the IRDIS inductive axle detection loops all necessary hardware to support Peek Viper Software (must have enough storage to store 30 days of data files) to make the system operational including all equipment to retrieve data by remote telemetry. The supplier will install electronics, software and hardware and initialize the system. After the supplier determines the system to be operational then the SDDOT Office of Inventory Management - Traffic Section will conduct a manual classification using a road tube classifier for 48 hours and/or a 4 to 6-hour visual classification to quality check the 95% accuracy of the system.

F. 2” Conduit used for the vehicle classification system must be 2" Rigid Conduit, Schedule 40. A buried cable marker will be placed in the trench for the conduit as indicated on Standard Plate 635.76. Cost of the marker will be incidental to the contract unit price per each for "Permanent Vehicle Classification System".

G. The basis of payment for the Permanent Vehicle Classification System will be the contract item "Permanent Vehicle Classification System". All costs associated with furnishing and installing a working vehicle classification system will be incidental to the contract unit price per each for "Permanent Vehicle Classification System".




L6 L40

TOTALSHEETS

2" 3" 2" 3" 1/C 2/C 4/C 5/C 24/C #16 #10 2/C DMX

#6 AWG AWG #10 OUTDOOR

DIM Cat5

Ft Ft Ft Ft Ft Ft Ft Ft Ft Ft FT Ft Ft

Service Cabinet EJL1 930

EJL1 LC1 875

EJL1 LC2 1,185

LC2 EJL2 875

EJL2 LC3 95 850

EJL2 LC4 150 1,135

LC4 JL3 150 800

JL3 LC5 100 875

JL3 LC6 160 1,185

LC6 JL4 160 850

JL4 LC7 95 850

JL4 LC8 150 1,135

LC8 JL5 162 1,170

JL5 LC9 80 770

JL5 LC10 145 1,105

LC10 LD1 30 260

LD1 JL7 90 490

JL7 LD2 95 590

JL7 LD4 48 350

LD4 LD3 110 670

JU1 JU2 740

LA1 LA3 122 1,040

SMJB1 SMJB2 158 840

SMJB1 LG1 10 80

SMJB1 LE1 30 180

SMJB1 LE2 30 180

SMJB15 SMJB16 156 165

SMJB15 LG1 10 15

SMJB15 LE1 35 40

SMJB15 LE2 20 25

JU2 JU3 6,360

SEJB1 SEJB2 244 680 135

LA3 LA5 130 875

SMJB2 SMJB3 40 260

SMJB2 LE3 25 155 18

SMJB2 LE4 30 180

SMJB16 SMJB17 40 50

SMJB16 LE3 30 35

SMJB16 LE4 25 30

SEJB2 SEJB3 260 875 175

2,316 899 7,100 22,295 310 378

Tw isted Shielded Pair Cat5Pole and Bracket Cable

US 14 & 83 / SD 34

TABLE OF CONDUIT AND CABLE QUANTITIESRigid Conduit

Schedule 40 Galvanized Steel

Copper Wire

Location to Location

Copper Tray Cable, K2

#14 AWG

Subtotal:

- - I I

I I

-- - - -- -- - -

,,,, .... , .. ,, ,,, ,,, ,, OFESS ,, , l' ~ \>~ · IO~ ,,.,.,

.. # ·•·••·•• ~, .. ~ § •••¢G, No••• 1!, '-.;.. . . . ~ -.. ~ .. -. ~ -Z• ; 1321,1. f ~l ;;; ---u - • ~H~ • ~ · -:1 ~I ZPAT~ II K ; E ~ ·--~!~0 6-"f' l j .. •• · p..~ •• ~

-:. •• D •• .. • ., ·······•·· .;, .. .,,. ,. ..

I; ,., ,,, ,,, ''•nun••'-'''

.. .. ..




L7 L40

TOTALSHEETS

2" 3" 2" 3" 1/C 2/C 4/C 5/C 24/C #16 #10 1/C DMX


DIM Cat5


SMJB3 SMJB4 220 1,185

SMJB3 LE5 25 155

SMJB3 LE6 22 140

SMJB17 SMJB18 220 235

SMJB17 LE5 28 35

SMJB17 LE6 22 30

LA5 LA7 130 875

SEJB3 SEJB4 260 875 175

LA7 LA9 130 875

SMJB4 SMJB5 40 260

SMJB4 LE7 25 155

SMJB4 LE8 28 35

SMJB18 SMJB19 40 50

SMJB18 LE7 30 35

SMJB18 LE8 24 30

SEJB4 SEJB5 260 900 180

SMJB5 SMJB6 220 1,185

SMJB5 LE9 25 155

SMJB5 LE10 28 170

SMJB5 LF2 50 285

SMJB19 SMJB20 220 235

SMJB19 LE9 25 155

SMJB19 LE10 28 170

SMJB19 LF2 50 285

LF1 LF2 5 25

LF1 LF2 5 5

LA9 LA11 130 900

SEJB5 SEJB6 260 900 180

390 2,160 9,685 535 655

Tw isted Shielded Pair Cat5Pole and Bracket CableGalvanized Steel #14 AWG

US 14 & 83 / SD 34

Subtotal:

TABLE OF CONDUIT AND CABLE QUANTITIES


Rigid Conduit Copper Wire Copper Tray Cable, K2

Schedule 40i=- ==-~====-.-----~---- ! l=----

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L8 L40

TOTALSHEETS

2" 3" 2" 3" 1/C 2/C 4/C 5/C 24/C #16 #10 1/C DMX


DIM Cat5


LA11 LA13 130 900

SMJB6 SMJB7 40 260

SMJB6 LE11 25 155

SMJB6 LE12 28 170

SMJB20 SMJB21 40 50

SMJB20 LE11 30 35

SMJB20 LE12 24 30

SEJB6 SEJB7 260 930 185

SMJB7 SMJB8 220 1,185

SMJB7 LE13 25 155

SMJB7 LE14 28 170

SMJB21 SMJB22 220 235

SMJB21 LE13 30 180 35

SMJB21 LE14 24 30

LA13 LA15 130 900

SEJB7 SEJB8 260 925 185

LA15 LA17 130 875

SMJB8 SMJB9 40 260

SMJB8 LE15 25 155

SMJB8 LE16 28 170

SMJB22 SMJB23 40 50

SMJB22 LE15 30 35

SMJB22 LE16 24 30

SEJB8 SEJB9 260 930 185

SMJB9 SMJB10 220 1,185

SMJB9 LE17 28 170

SMJB9 LE18 28 170

SMJB23 SMJB24 220 235

SMJB23 LE17 30 35

SMJB23 LE18 24 30

LA17 LA19 130 192

SEJB9 SEJ10 260 930 185

LA19 LA21 130 930

SMJB10 SMJB11 40 260

650 2,551 12,157 740 830

Cat5Pole and Bracket Cable

US 14 & 83 / SD 34

Subtotal:




Schedule 40 Galvanized Steel #14 AWGTw isted Shielded Pair

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L9 L40

TOTALSHEETS

2" 3" 2" 3" 1/C 2/C 4/C 5/C 24/C #16 #10 1/C DMX


DIM Cat5


SMJB10 LE19 25 155

SMJB10 LE20 28 170

SMJB24 SMJB25 40 50

SMJB24 LE19 30 35

SMJB24 LE20 24 30

SEJB10 SEJB11 260 930 185

SMJB11 SMJB12 220 1,185

SMJB11 LE21 25 155

SMJB11 LE22 28 170

SMJB11 LF4 46 260

SMJB25 SMJB26 220 235

SMJB25 LE21 30 35

SMJB25 LE22 24 30

SMJB25 LF4 50 55

LF3 LF4 5 25

LF3 LF4 5 5

LA21 LA23 130 930

SEJB11 SEJB12 260 930 185

LA23 LA25 130 875

SMJB12 SMJB13 45 285

SMJB12 LE23 25 155

SMJB12 LE24 28 170

SMJB26 SMJB27 45 55

SMJB26 LE23 30 35

SMJB26 LE24 24 30

SEJB12 SEJB13 260 930 185

SMJB13 SMJB14 168 915

SMJB13 LE25 25 155

SMJB13 LE26 28 170

SMJB27 SMJB28 168 185

SMJB27 LE25 30 35

SMJB27 LE26 24 30

LA25 LA27 122 860

382 2,220 9,425 555 845


Subtotal:

US 14 & 83 / SD 34




Schedule 40 Galvanized Steel #14 AWGTw isted Shielded Pair

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L10 L40

TOTALSHEETS

2" 3" 2" 3" 1/C 2/C 4/C 5/C 24/C #16 #10 1/C DMX


DIM Cat5


SEJB13 SEJB14 244 885 180

LA27 JL17 118 635

SMJB14 LE27 26 160

SMJB14 LE28 28 170

SMJB14 LG2 10 80

SMJB28 LE27 30 35

SMJB28 LE28 24 30

SMJB28 LG2 10 80

JU3 JU4 660

SEJB14 JL15 110 620 125

SEJB14 JL16 118 660 130

SMJB14 JL16 130 720

SMJB28 JL15 120 130

JL17 SERVICE 145 900

JL16 SERVICE 60 465

JL15 SERVICE 75 110

JL15 SERVICE 75 540

SERVICE LD5 325 1,815

LD5 LD7 70 590

SERVICE JL19 15 230

JL19 LD10 80 550

LD10 LD8 100 740

LD8 LD9 90 705

LD8 LD6 62 545

SERVICE LC11 25 590

LC12 LC13 155 1,470

LC13 JL20 160 1,495

JL20 LC14 76 750

JL20 LC15 152 1,145

LC15 LC16 154 1,465

LC16 LC17 154 1,465

1,502 742 697 660 19,390 545 275


US 14 & 83 / SD 34

Subtotal:

Tw isted Shielded Pair




Schedule 40 Galvanized Steel #14 AWG

I I

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L11 L40

TOTALSHEETS

2" 3" 2" 3" 1/C 2/C 4/C 5/C 24/C #16 #10 1/C DMX


DIM Cat5


CONTROLER EJB9 65 30 65 545

SERVICE EJB9 335

EJB9 EJB7 115 115 795

EJB7 JB3 35 325

JB3 EJB5 600

EJB5 EJB3 465

JB3 PA1 8 20

EJB9 JB1 805 135 270 1,340

JB1 EA3 185 30 60 310

JB1 EJB12 12 70

JB1 EJB16 620

EJB16 EJB17 485

JB1 JB2 805 135 135 400

JB2 PA2 8 20

JB2 EA2 40 36 12

JB2 EJB15 18 85 30

EJB15 EJB22 155

SIGNAL POLE EA1 15

SIGNAL POLE EA2 175 65

SIGNAL POLE EA3 133 22 65

PED PB POLE PA1 7

PED PB POLE PA2 7

121 2,251 534 308 182 542 6,140 130

5,361 742 8,527 7,180 75,203 534 308 182 542 6,140 2,685 130 2,983

1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

5,361 742 8,527 7,180 75,203 534 308 182 542 6,140 2,685 130 2,983

Multiplier

Total:


US 14 & 83 / SD 34

Subtotal:




Schedule 40 Galvanized SteelTw isted Shielded Pair

#14 AWG

Total:

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L12 L40

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EXISTING SIGNAL LAYOUT US HWY 83 AND US HWY 14/83 & SD HWY 34

EXISTING ITEMS

ITEM Siinal Pole w/40' Mast Arm & 8' Lu min Arm (E 1,EA4) Roadway Luminaire, 400w with P.E. (EA1,EA4) 3 Section Vehicle Signal Head (1-4, 12-14) 5 Section Vehicle Signal Head (15)

ESTIMATE OF QUANTITIES

ITEM nnl~T Remove Signal Equipment LS

Remove l:iignal Pole Footing (EA2,EA3) 2

Salvage Signal Equipment LS

REMOVE SIGNAL EQUIPMENT

ITEM Siinal Pole w/35' Mast Arm & 8' Lu min Arm (E 2) Siinal Pole w/40' Mast Arm & 8' Lu min Arm (E 3) Miscellaneous Signal Parts (Backplate - 8)

SALVAGE SIGNAL EQUIPMENT

ITEM Roadway Luminaire, 400w with P.E. (EA2,EA3) 3 Section Vehicle Signal Head (5-11) 5 Section Vehicle Signal Head (16)

UNIT

LS

EACH

LS ,:, .. :'

: ', __ ,· .. ,, ,,,,, ,,,, :: "": ,, ,:-·"" ________ --.--------·

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STATE OF SOUTH

DAKOTA

Plotting Date:

1------PR_O_JE_CT ___ ---I SHEET

NH-EM 0014(194)227

6/18/2020

TOTAL SHEETS

US HwY 83/DEADWOOD ST

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L13 L40

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P:H::T:N

ESTIMATE OF QUANTITIES

ITEM Si3nal Pole w/40' Mast Arm & 8' Lu min Arm (A,) Roadway Luminaire, LED (A2,A3) 3 Section Vehicle Signal Head (5-11) 5 Section Vehicle Signal Head (16) Pedestrian Push Button Pole (PA1-PA2) Pedestrian Signal Head w/Countdown Timer (17-18)

Accesible Pedestrian Signal

Pedestrian Crossin~ Sign R10-3e (Left-1/Rig t-1)

SIGNAL LAYOUT US HWY 83 AND US HWY 14/83 & SD HWY 34

nt IANl UNIT

2 EACH

2 EACH

7 EACH

1 EACH

2 EACH

2 EACH

2 EACH

2 EACH

a STARTCROSSING

WATCH FOR VEHICLES

DON'T START

A2 22+75.70-53.29' L PA2 22+86.16-61.68' L

DON'T CROSS

TO GROS.

PUSH BUTTON

"' "' "' "' "' "' "' "'

' ' " " " " " " " " " " " " " ,,

" ,,

" " " " " " " " " " " " " " " " "

-" -..I + 0 0

-" (!)

+ 0 0

" " " " " "

" " " " "

" " " "

" " " "

® @

@

@

STATE OF SOUTH

DAKOTA

Plotting Date:

® @

PROJECT

NH-EM 0014(194)227

6/18/2020

SHEET TOTAL

SHEETS

-----======-------

US HwY 83/DEADWOOD ST

=---====----::::::::

.!!1 [i:


L14 L40

0 ';\

" ~ en 0 a:

ffi

E e u.

I a:

KEY

-..0

• e---o

0

0

I§ 0

0

0

0

0

0

C

□

□

€M~

ITEM

Breakaway Base Luminaire Pole Arm (50'-0" Mounting Height, 8'-0" Arm) (LC1-LC17)

Luminaire Pole, Top Mount (15'-8" Mounting Height) (LD1-LD10)

Decorative Luminaire Pole with Arm (28'-6" Mounting Height) (LA1-LA28)

Post To8 Luminaire, LED with Photoelectric Cell (LD1-L 10)

Decorative Luminaire, 70 Watt (LA1-LA28)

Under Bridge Deck Luminaire, LED (LG1-LG2)

Floodli~ht Luminaire, 100 Watt (LF1-L 4)

Floodli~ht Luminaire, 250 Watt (LE1-L 28)

Roadway Luminaire, LED (LC1-LC17)(A2,A3)

Decorative Luminaire, LED (Puck Light) (PL 1-PL206)

2' Diameter Footing (LC3-LC17)

3' Diameter Footing (A2-A3)

TJipe 1 Electrical Junction Box ( l 1-JL5) (JL-7) (JL 15-JL20)(JB1-JB3)

TJipe 4 Electrical Junction Box ( U1, JU4)

SJlecial Electrical Junction Box ( EJB1-SEJB14) (JU2, JU3)

Outdoor Rated Cat5 Cable (DMX Cable)

· . . . . . . . . . . . . . . . . . . . . . .

EST UNIT KEY QUANT

17 EACH □ 10 EACH ... 28 EACH (!g) 10 EACH Gg)

f "1 28 EACH SCH 4n

2 EACH (slH) 4 EACH ~

28 EACH ~ 19 EACH ~

206 EACH ~ 135.0 FT €v9 26.0 FT M

15 EACH (o1~ 2 EACH

16 EACH □ 2,983 FT

CONDUIT LAYOUT US HWY 83

ESTIMATE OF QUANTITIES ITEM

EST UNIT QUANT

Surface Mounted Junction Box 28 EACH (SMJB1-SMJB28)

Electrical Service Cabinet 1 EACH

2" Rigid Galvanized Steel Conduit 8,527 FT

3" Rigid Galvanized Steel Conduit 7,180 FT

2" Rigid Conduit, Schedule 40 5,361 FT

3" Rigid Conduit, Schedule 40 742 FT

1/C #6 AWG Copper Wire 75,203 FT

2/C #14 AWG Copper Tray Cable, K2 534 FT

4/C #14AWG Copper Tray Cable, K2 308 FT



#16 AWG Copper Twisted Shielded Pair 6,140 FT

#10 AWG Copper Twisted Shielded Pair Cable (DIM) 2,685 FT

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

Sawed-In Detector Loop (N1-N2,W1-W3) 11 EACH

EL37 _,

...

.. •.••••...•...•...•••....

••••••• ••··~L36 ........................

............

KEY ITEM

• Existing Luminaire

181 Existing Traffic Control Cabinet

/' 2"" ', SCH \ Existing 2" Rigid Conduit, Schedule 40 , 40 ' ,"'3 .. -,

~SCH ', Existing 3" Rigid Conduit, Schedule 40 , 40 " ,"' 2"-'-

", SCH \ Existing 2" Rigid Conduit, Schedule 80 , 80 " /' 3"" ~sBiH ', Existing 3" Rigid Conduit, Schedule 80 ' , ,--: #6 '1 Existing 1/C #6 AWG Copper Wire ' ,

__ ,

---: 21c'• Existing 2/C #14 AWG Copper Tray Cable, K2 ' ,

__ , ,--

: 4tc'• Existing 4/C #14 AWG Copper Tray Cable, K2 ' , __ ,

---: 5tc'• Existing 5/C #14 AWG Copper Tray Cable, K2 ' ,

__ ,

,--~ 41Q Existing 24/C #14 AWG Copper Tray Cable, K2 __ ,

---, ' ,TSP 1 Existing #16AWG Copper Twisted Shielded Pair ' , __ ,

,,-3 .. ,, : #6 1 ' , ,"'~ii"-:',

:scH:, \_8_Q:

STATE OF SOUTH

DAKOTA

PROJECT

NH-EM 0014(194)227

SHEET

Plotting Date: 6/18/2020

KEY ITEM

6 Existing Service Cabinet

~ Expansion Joints

2"i) SCH Remove 2" Rigid Conduit, Schedule 40 40

3"i) SCH Remove 3" Rigid Conduit, Schedule 40 40

f " SCH ) 80

Remove 2" Rigid Conduit, Schedule 80

3" SCH ) 80 J

Remove 3" Rigid Conduit, Schedule 80

#6 Remove 1/C #6 AWG Copper Wire

( 2/C Remove 2/C #14 AWG Copper Tray Cable, K2

( 4/C Remove 4/C #14 AWG Copper Tray Cable, K2

5/C Remove 5/C #14 AWG Copper Tray Cable, K2

24/C Remove 24/C #14 AWG Copper Tray Cable, K2

TSP Remove #16 AWG Copper Twisted Shielded Pair

TOTAL SHEETS

.!!1 [i:


L15 L40

ffi

E e u.

I a:

····1· .. ---.

/ 2" \ ',SCH,'•·•, \40 • 3 ,

---~ #6 ! " .... -.. ,

A2 22+75.70-53.29' L PA2 22+86.16-61.68' L

stall Junction to intercept co -------------

STATE OF

CONDUIT LAYOUT SOUTH

DAKOTA

PROJECT

NH-EM 0014(194)227

SHEET TOTAL

SHEETS

US HWY 83/DEADWOOD STREET & STATE HWY 34/YELLOWSTONE STR°~l;:T 6/18/2020

ntercept conduit, adjust from

entering EJB11 to JB1

-u @ (/1 Cl)

~ C CJ)

l .... .i,.

120 C1J <,J

120 CJ) 0

l ~

. . .

• • • •

--·

~81'": ~ 82: ,/EJ ·--• .... :-.. --..:.:--... --··.,.'- ..,'>~

••••-r••i•·r••, .. ~•S1, • S2• •• 1., • I •••I II

' ,, h

" " " " " " " "

" " " " " " " " "

r••:····· ~r Q . " 1.,.,1 II

Install Junction Box to intercept conduit

A3 23+88.66-47.83' L

®--_ T/F ---- e-__ T/F W ----

----T/F W ---T/F

---T/F

J ---T/F

......____ ----- r /f G

------ G

, s . , "\_4.Q/' \ 40 ,' EL 1-25+46-55'LT

. / , ______ , --~--::-::--:!:~::-7=~L~C:1j-2~57+~46~-~55~'L;:T:-:-;~;-:::-:-:;~;-::=::::::::::::::: / _ - EJB16

.... -~:) \ \;;,----- ----···························-- --··········,,,,,,,,,,\%~!''"'·::·:·::,,,,

\_f:!Q/ ~ . . . ----=---======------ -------- ----========== -------===

: Present US Hwy 14 & 83 & SD Hwy 34 --------------===== . . . . . (/1

..... :oa: . ..

.!!1 [i:


L16 L40

ffi

E e u.

I a:

'F-----T/F ------G G

PROJECT SHEET

CONDUIT LAYOUT STATE OF

SOUTH

DAKOTA NH-EM 0014(194)227

TOTAL SHEETS

US HWY 83/DEADWOOD STREET & ISLAND DRIVE Plotting Date: 6/18/2020

T/F----T/F---T/F----

G G G

11 © I

T/F--- z_ -T/F ---c-~- G ------- T

\Q rr+-------t- =c.+-,<-i;~ c,r

HO HO ,, ,, ,, ,,

--==:::::::::::::::::::::::::::::::::::::::::::::===~-~~~~~~~~~~~~~~,,---~-

Present US Hwy 14 & 83 & SD Hwy 34

--------------==--

29+00 30+00

" " " " " " " " " " " " " " " " " " " " "

-- -

? ('I') N c:o ..... ~ ..... z

80 0 +

('I')

31+00

0 0 + N

" " " " " " " " " " " " " " " "

" " " " " " "

" " " " "

~ ~ ~ o/o

~~---------------1-\----------e-e..._

'#~

------qff / F ---- ----

~ ---- ---- ----r /r- ----

,.. ~ ---- ---- ----r / F ---- ----LCS-31 +67-48'L T

1s+oo ---=:

---- ---- ----- ----HO HO

l HO----~ ------ =--,,---r/F ---- - -

TLC6 HO - ----

"

----------·-/: --:---,,,,,,,., -- --~~'.;32::::·f

--------

/F -

~T/F --T/F-

34+00

--------------------------·

-E !J!.33'!"f 6-99' RT --- --

.!!1 [i:


L17 L40

ffi

CONDUIT LAYOUT US HWY 14/US HWY 83/SD HWY 34

STATE OF SOUTH

DAKOTA

Plotting Date:

L7-34+78-37'LI

EL7-34+43-65'LT

HO HO

34+00

---------------------·

------

PL! NOTES: 1. M Cable paid for as Cat5. 2. E Empty conduit. Provide pull boxes with pull cord and expansion fittings where needed. Typ. 3. Ights are centered on pier columns and attached at first cross brace. Typ. (LE1-LE28) 4. Lights are centered between concrete area and abutment face. (LG1-LG2) 5. Fixture attached to pier caps. Typ. (LF1-LF4) 6. Liquid tight flexible metal conduit required between pier caps and girders. (LF1-LF4) 7. Liquid tight flexible metal conduit required between abutment and superstructure.

8'RT

#

-G TLC10

. : : : : : :;,:;,: ::~;,:: ::: :: : : ·• ::: ~ .. ·_·_· ... " .......... , .: : '. '. '.: '. : : . . . ~ .... "' Present US Hwy 14 & 83 & SD Hwy 34 .. --.. --

PROJECT

NH-EM 0014(194)227

6/18/2020

u

SHEET TOTAL

SHEETS

.!!1 [i:


L18 L40

ffi

@


MISSOURI RIVER

STATE OF SOUTH

DAKOTA

Plotting Date:

1------P_RO_J_EC_T ___ ---I SHEET

NH-EM 0014(194)227

6/18/2020

TOTAL SHEETS

@ @ @ G (sw (sw (sw J

I ! ----- G ----- G ---··~ ···················································~ ···················································~ ················································· ;._ .................... ----------- --------

LA3-41 +05 33'L T

• • • • • • • • • 46+00 • • · ------------------------------ ------------------- --------------------- -------------------------

M 1111111111 1111 11111111111111 , --- ~~ --=-=~~:=:::=:=:'.'.'.~ 11111111, ,,,,,,,,,,8 LA8-

PL3-16

resent US Hwy 14 & 83 & SD Hwy34

E #6 DIM #6 E #6 DIM #6 DIM E

~ Ja;::::::::::;::::::::;:;r-H~a=::;::::;::::::::::;;::::::::::;;:;iM)-f~F T/F r>fF_e:::::~;::::::::::;~jF,J74:1/{_ T/F ----7-+T/F----- T/F

i/f • T/F fH ~~~t4~~ ~~~t4-f4~ -=e=~~½4i=FF-=e=~~,¥If~fT,-=e~~~••f41Y:r"-=e::~~=1-aLff-it~1='F'~ ::E::=~~1 4St~-i""r -=e:::~~1-41=~rrr-=i...eg:_~~:::::::::: T/F-----T/F-----T/F-----T/F-----T/F-----T/F-----T/F-----1/F T/F-

EL 13-42+19-87'RT EL 14-44+584 85'RT

Pi NOTES: 1. M Cable paid for as Cat5. 2. E Empty conduit. Provide pull boxes with pull cord and expansion fittings where needed. Typ. 3. 1ghts are centered on pier columns and attached at first cross brace. Typ. (LE1-LE28) 4. Lights are centered between concrete area and abutment face. (LG1-LG2) 5. Fixture attached to pier caps. Tyf. (LF1-LF4) 6. Liquid tight flexible metal condui required between pier caps and girders. (LF1-LF4) 7. Liquid tight flexible metal conduit required between abutment and superstructure.

.!!1 [i:


L19 L40

ffi

CONDUIT LAYOUT STATE OF

SOUTH DAKOTA

1------P_RO_J_EC_T ___ ---I SHEET TOTAL SHEETS

NH-EM 0014(194)227

US HWY 14/US HWY 83/SD HWY 34 Plotting Date: 6/18/2020

MISSOURI RIVER

@ @ @ @ @

......... _f ................................................ __ f ................................................ __ f ....................... . (sw (sw Q _ --~ ---------------~ -----------------~ --------------~~-. -• -· -· ••• -· -~ ••• -· -· ••• - G -

- G

LA11-46+15 33'LT 2" LA13-47+43 33'LT LA15-48+ G --G ---- G @ #6

LA17-49+98 33'LT LA19-51+25 33'LT

LE19 (i) .

·- · - 46+ · · · · · · · · · · · · · · · · · · · · · · 48-+90- · · · · · · · · · · · · · · · · · 8····························· ····6~-1-BB······· ·-------- ------------------------------

M 11111111 1111111111111111111111 ··;;; ·:::::;~~::~ :::···::::~~;::::·~-

#6 DIM #6 #6 DIM

1F p T /IF Jlf1 F p T If ~ J/f p Tl~ p T/IF----t_F_ P_T/ 7F T/IF 7F lf/lF 1 F 7L/IF T7 F

#6 DIM

p lfff /F T7F p TIE UIF T7F

p TIE T7F P I ~ UIF-----lf #IF I h

EL 15-46+94-88'RT EL 16-49+23-88'RT

1. Cable paid for as Cat5. Pi NOTES:

2. e Empty conduit. Provide pull boxes with pull cord and expansion fittings where needed. Typ. 3. 1ghts are centered on pier columns and attached at first cross brace. Typ. (LE1-LE28) 4. Lights are centered between concrete area and abutment face. (LG1-LG2) 5. Fixture attached to pier caps. Typ. (LF1-LF4) 6. Liquid tight flexible metal conduit required between pier caps and girders. (LF1-LF4) 7. Liquid tight flexible metal conduit required between abutment and superstructure.

EL 17-51 +58-87'RT

p V'IF I 7F

.!!1 [i:


L20 L40

- J/E -H'IF I 7F

ffi


STATE OF SOUTH

DAKOTA

Plotting Date:

1------P_RO_J_EC_T ___ ---I SHEET

NH-EM 0014(194)227

6/18/2020

--0

LD7 ---~ /..__T _P ______ _:_P___:::==::::iL;_., EL 0-56+09-103'LT o, . . . . . . . .

s C)

5 LA21-52+53 33'LT LA23-53+80 33'LT

p

----------------- -53+0e --------- --------------------------------------------- ------------------------

M ? M 1111 11111111 U IIR._Q 11 111 111111 11

J/E lf#IF

Inset A

• SC

I 7F p

E

J/E lf#IF 17F

p

EL 18-53+93-88'RT

PL! NOTES: 1. M Cable paid for as Cat5. 2. • Empty conduit. Provide pull boxes with pull cord and expansion fittings where needed. Typ. 3. Ights are centered on pier columns and attached at first cross brace. Typ. {LE1-LE28) 4. Lights are centered between concrete area and abutment face. {LG1-LG2) 5. Fixture attached to pier caps. Typ. (LF1-LF4) 6. Liquid tight flexible metal conduit required between pier caps and girders. (LF1-LF4) 7. Liquid tight flexible metal conduit required between abutment and superstructure.

See Inset A for connection

TOTAL SHEETS

.!!1 [i:


L21 L40

ffi

, , ,

\,,'(~-<, , .. . . . . .. . . . . . . . . .

TEMP. SERVIC


PIERRE Sec. 32 -T111N - R79W

= =i:::::::::>Ri> =!=

EL27-60+34-76'LT OH F a 1/f

STATE OF SOUTH

DAKOTA

Plotting Date:

. . .

PROJECT

NH-EM 0014(194)227

6/18/2020

SHEET TOTAL

SHEETS

---============

--------·····--------···········------ t ------- --························

~ --=====-------------= = == ===\· == == = = == J3= = = =-- EL30-62+03-66'RT ♦

22+00 =·····················==·

~

~ ®

~~===""'~~=--------_.-.Jr,_;::,=------------------------ -----~ ---------

@

EL26-59+78-112'RT

* n ~

PL~ NOTES: 1. M Cable paid for as Cat5. 2. e Empty conduit. Provide pull boxes with pull cord and expansion fittings where needed. Typ. 3. 1ghts are centered on pier columns and attached at first cross brace. Typ. (LE1-LE28) 4. Lights are centered between concrete area and abutment face. (LG1-LG2) 5. Fixture attached to pier caps. Typ. (LF1-LF4) 6. Liquid tight flexible metal conduit required between pier caps and girders. {LF1-LF4) 7. Liquid tight flexible metal conduit required between abutment and superstructure.

.!!1 [i:


L22 L40

\ @

;;:: ----p

I p

p

;;:: @

• w w

• l -----ffi


PIERRE Sec. 32 - T111 N - R79W

(/)

66+00 67+00 68+00

®®

__I

@ 0

@

J

1. M Cable paid for as Cat5.

I

" '\, @

" " " " " " " " " " "

" " " " " \\ II ,, JI

......... .:-_ .... __ ,.:',fJ:':

" " " "

@

'' ''

'' '' '' ''

'' '' '' ''

PL! NOTES:

2. E Empty conduit. Provide pull boxes with pull cord and expansion fittings where needed. Typ. 3. 1ghts are centered on pier columns and attached at first cross brace. Typ. (LE1-LE28) 4. Lights are centered between concrete area and abutment face. (LG1-LG2) 5. Fixture attached to pier caps. Typ. (LF1-LF4) 6. Liquid tight flexible metal conduit required between pier caps and girders. (LF1-LF4) 7. Liquid tight flexible metal conduit required between abutment and superstructure.

(J)

(J)

STATE OF SOUTH

DAKOTA

Plotting Date:

PROJECT

NH-EM 0014(194)227

6/18/2020

69+00

SHEET TOTAL

SHEETS

.!!1 [i:


L23 L40

ffi

v • • .. . . . . . . . . . . . . . . . . . . . .

""

CONDUIT LAYOUT US HWY 14/US HWY 83/SD HWY 34 TR1

PIERRE Sec. 32 -T111N - R79W

PLAN NOTES: 1. ~ Cable paid for as Cat5. 2. e Empty conduit. Provide pull boxes with pull cord and expansion fittings where needed. Typ. 3. ights are centered on pier columns and attached at first cross brace. Typ. (LE1-LE28) 4. Lights are centered between concrete area and abutment face. (LG1-LG2) 5. Fixture attached to pier caps. Typ. (LF1-LF4) 6. Liquid tight flexible metal conduit required between pier caps and girders. (LF1-LF4) 7. Liquid tight flexible metal conduit required between abutment and superstructure.

" "

0

" " " " " " " " " " " " "

•

" " " " ~ \

"

STATE OF SOUTH

DAKOTA


NH-EM 0014(194)227

6/18/2020

" " " " " " " " " "

. "--

" " " " " " \~\

TOTAL SHEETS

.!!1 [i:


L24 L40

0 0 <:'!

E e LL

I a:

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

By City of Pierre

...

DMX CONTROLLER 0-10 VOLT DIMMER

I L

JL15

l I

DIM

,-- -1

I L __ SEJB14

LE28

l "

SMJB -2al

r r LE27 LG2

WIRING DIAGRAM

PUCK LIGHTING PRIMARY DRIVER, TYPICAL OF EACH

0-10 VOLT DIMMING CABLE, TYPICAL OF EACH

I L __ SEJB12

I L __ SEJB11

I L __ SEJB10

OMX CONTROL CABLE, TYPICAL OF EACH LF4

LE26 LE24

1 1 M

r r r r LE25 LE23 LE21 LE19

I L __ SEJB9

I L __ SEJB8

LE18 LE16

1 1

r r LE17 LE15

I L __ SEJB7

I L __ SEJB6

LE14 LE12

M 1 1

r r LE13 LE11

M

I L __ SEJB5

LF2

r LE9

STATE OF SOUTH

DAKOTA


NH-EM 0014(194)227


I L __ I L __ SEJB4

LF1

1 LEB

1

r LE?

SEJB3

SMJB I 1a

M

I L __ SEJB2

LE6 LE4

1 1

r r LE5 LE3

l I L __

SEJB1

M

SMJB ---:jl5

LE2

1

r LE1

SMJB -151

I

r LG1

Mxt------~---------~-------~--------~------------~-------~

TOTAL SHEETS

C: Cl

" Cl C:

:~ g> :E Cl

::::; ~

.!!1 [i:


L25 L40

0 0 <:'!

E e LL

I a:

1201240v.a.c ... 60hz., I 1Phase,3WireService

6yC1tyofP111rre

t

~;.2..:~

~ '--.../

f

t

f

I<

w

LD9

l it

r. I<

I<

w

¥ V LD10 LD8

~-~-

f f

I<

w

¥ 1J LOS LD7

. .

f

I<

--

tt LC11 LC12 LC13

f

LDB

WIRING DIAGRAM

. . . I . . . ~ -

f f f

f -- -- --

->-tJ tJ 1j

~; LC15 LC16 LC17

LC14

~~1~~-~-~-~-~-~-~-~-~-~-~-~-~-~ . . . . . . . I

f f f f f f f f f f f f

I< I< I< I<

~ L! L! w w L! L! -- >-- ~- ->- ->- ->- -- -- >-- ~>-

1; ~; tt t; tt { !. r 9 ~; tJ LA27 LA25 LA23 LA21 LA19 LA17 LA15 LA13 LA11 LAS LA7 LAS LA3

MATCHLINE SEE SHEET L25

f

I<

w ->-

ff LA1

STATE OF SOUTH

DAKOTA

Plotting Date:

____ PR_OJ_EC_T ___ --1 SHEET

NH-EM 0014(194)227

6/18/2020

TOTAL SHEETS

C: Cl ,:, c-.i Cl C:

:~ g> :E Cl

::::; ~

.!!1 [i:


L26 L40

0 0 <:'!

E e LL ,:,

,1l a a:

MATCHLINE SEE SHEET L24

L16

LA28

LG2 LE28

LE27

WIRING DIAGRAM

PUCK LIGHTING PRIMARY DRIVER, TYPICAL OF EACH

PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL,,,,,,------ PRIMARY DRIVER, TYPICAL OF EACH

PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL









STATE OF SOUTH

DAKOTA

Plotting Date:

PROJECT SHEET

NH-EM 0014(194)227

6/18/2020


JB12 JB11 JB10 JB9 JB6 JB5 B4 B1

,,11111111,,, ,,., . ,,,, ,,,, \)'t\OFESSto~ ,,,,

'!'!, ..... 4s'~ .......... ~ ,,.. "' •• G N •• 41, ,.. !R. ••¢·0. • •• ~~ .. ~-· ~ - ·. . . ' ,_

r r r r r r : l9: . 1327,?- f. . : • CC • ~H~ • " -LA26 LA24 LA22 LA20 LA1B LA16 LA14 LA12 LA10 LAB LAB LA4 lA2

~ ~I ZPAT~ II, K i S .,. •• ~ /;;.o t-.1t- : = ~. ••• - r,.,t-.0 ••• i -,.. •• D, •• .,

-11 ·······•· ...... ,," ....... LE26 LE24 LE22

LF4 LE20 LE18 LE16 LE14 LE12 LE10

LF1 LEB LE6 LE4 LE2 '';,,, . , ..........

I I ! 111,111111•11.1

e SMJB SMJB SMJB SMJB SMJB SMJB SMJB SMJB

12 11 10 9 7 6 4 2

! I I LE25 LE23 LE21 LE19 LE17 LE15 LE13 LE11 LE9 LE? LES LE3 LE1 LG1

TOTAL SHEETS

C: Cl ,:,

'° Cl C:

:~ g> :E Cl

::::; ~

.!!1 [i:


L27 L40

0

" .. ~

E e LL ,:, a,

"' a a:

~ 1

1,2,3,4,5,6,7,8, 17, 18 9,10,11,12 G

13, 14 G

15, 16 G

MOVEMENTS

PHASES

MOVEMENTS CYCLE 1 = 60 SEC

MIN GREEN PASSAGE

MAX GREEN VEHICLE CLEARANCES

SIGNAL TIMING I STATE OF II-____ PR_OJ_EC_T ___ --11 SHEET I TOTAL SHEETS

SOUTH I 1--1----1 DAKOTA NH-EM 0014(194)227


US HWY 83AND US HWY 14/83 & SD HWY 34

PHASING AND SEQUENCING

FLASH 2 3 4 5 6 7 8

DISPLAY

G y R y y y G G y

y 1/G 1/v y

02&6 04&8 02&5

➔ -t- FLASH TIME

' +- 11 :00 p.m. TO

t- ' -+- 6:00 a.m.

CONTROLLER TIMINGS 02&6 04&8 02&5

7 7 4 3 3 3 18 20 7

4 2 4 2 3

DETECTOR LABEL

N1,N2

S1,S2

E1,E2,E3

W1,W2,W3

D1 ,D2,D3,D4

D5,D6,D7,D8

D9

D10

AMPLIFIED CHANNEL

DETECTOR TYPE

DETECTOR

1 PREFORMED

2 PREFORMED

3 PREFORMED

4 PREFORMED

5 PREFORMED

6 PREFORMED

7 PREFORMED

8 PREFORMED

US HWY83

5 2

DETECTOR SETTINGS

CALLS& EXTENDS

i-..: Cl)

w z 0 IC/)

~ 0 ...J ...J w >-

4

\ I

CALLS ONLY

X X X X

DETECTOR OPERATION

EXTENDS LOCKING MOVEMENT ONLY CALL CALLED

4

8

6

2

X

X X

X

-.;;I" C"')

~ I 0 Cl)

oes -.;;I" .....

~ I Cl)

=>

< 6

US HWY 14/83 & SD HWY 34

I\

8

MOVEMENT EXTENDED

2

6

4

8

C: Cl ,:, ai E /;5 N

I " .c: "'1 C: ., C. ~

.!!1 U:


L28 L40

0 ';I:

" 13 Cf)

0 a:

" E E a, .c

~

E e LL

I a:

POLE:

CABINET TERM.

N

4R

4G

EA1

CABLE CONDUCTOR

COLOR

Black

Red

Blue

Orange

Yellow

CABLE SIZE: 5/C

POLE HEAD HEAD

COND. TERM. NO.

COLOR

R N 18

0 DW 18

BL w 18

POLE: A2

CABINET CABLE

0 TERM.

CONDUCTOR COLOR

4 ]'i Black

4 6R Red

4 6G Blue

6Y Orange

Yellow

Brown

6R Red/Black

6G Blue/Black

6Y Orange/Black

]'i Yellow/Black

]'i Brown/Black

]'i Black/Red

6G Blue/Red

6Y Orange/Red

6R Yellow/Red

SR Brown/Red

]'i Black/Blue

SR Red/Blue

SY Orange/Blue

8G Yellow/Blue

Brown/Blue

Black/Orange

Red/Orange

Blue/Orange

TRAFFIC SIGNAL WIRING TABLE US HWY 83AND US HWY 14/83 & SD HWY 34

CABLE SIZE: 24/C POLE: A3 CABLE SIZE: 24/C

POLE HEAD HEAD CABINET

CABLE POLE HEAD HEAD

COND. TERM. NO.

0 TERM.

CONDUCTOR COND. TERM. NO.

0

COLOR COLOR COLOR

BK N 9 6 ]'i Black BK N 7 8

R R 9 6 SR Red R R 7 8

BL G 9 6 8G Blue BL G 7 8

0 y 9 6 SY Orange 0 y 7 8

Yellow

Brown

R R 10 6 SR Red/Black R R 6 8

BL G 10 6 8G Blue/Black BL G 6 8

0 y 10 6 SY Orange/Black 0 y 6 8

BK N 10 6 ]'i Yellow/Black BK N 6 8

BK N 17 8 Brown/Black

BK N 11 6 ]'i Black/Red BK N 5 8

R G 11 6 8G Blue/Red BL G 5 8

0 y 11 6 8Y Orange/Red 0 y 5 8

BL R 11 6 SR Yellow/Red R R 5 8

R DW 17 8 Brown/Red R

DK N 8 8 ]'i Black/Blue DK N 16

R R 8 8 2R Red/Blue R R 16

0 y 8 8 2Y Orange/Blue 0 y 16 2

BL G 8 8 2G Yellow/Blue BL G 16 2

5 YA Brown/Blue BL YA 16 5

5 GA Black/Orange BK GA 16 5

Red/Orange R

Blue/Orange BL

I ST•JE OF I PROJECT I I TOTAL ,n 1---------------1 SHEET SHEETS

SOUTH I I I DAKOTA NH-EM 0014(194)227


C: C)

"C

~ N 0 :§ " " .c :1 a,

~ ·§ e1

~

.!!1 [i:


L29 L40

" E E "' .c

£

E e IL

I a:

GENERAL NOTE: See Section E Bridge

Barrier and Railing Details

fi ... I

-

4'-0" I 5'-10"

2Sp @5'10"

Pu'ck Light Lo'cations

.-~! I I (( 11-----' "

II D D C D D C , D

PARTIAL ELEVATION VIEW

Puck Light Locations, 5'-3"

m r, .. I

PARTIAL ELEVATION VIEW

13'-9" Lumtaire

5'-4W 5'-8¼" I

5'-9" 6'-9" I

I .. ~ m rr"

I "

D D I I D D D

6'-6" 8'-0" 8'-0"

I I I

8'-0"

I I "

D D D

8'-0"

I

8'-0"

"

SPECIAL DETAIL DECORATIVE LUM/NA/RE, LED

121'-0"

8'-0" 8'-0" 8'-0" 8'-0" 8'-0"

I I I I I " " " " "

D D D D D D D D D D D D D D

127'-6"

8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0"

I I I I I

8'-0" 8'-0"

I I " "

D D D D D

8'-0" 8'-0"

I I I

8'-0"

I "

D D D

8'-0"

I

I

STATE OF SOUTH

DAKOTA

Plotting Date:

8'-0"

"

D D

8'-0"

I

I

PROJECT

NH-EM 0014(194)227

SHEET TOTAL SHEETS

7/14/2020 Revised Date: 7/14/2020

Lum ai re

I 8'-0" 6'-9" 5'-9" I

I I .. \\ m " "

D D D D D D I/ -j

see Detail B

6'-6" 5'-3" I

I

l □□ DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD I -

CROSS SECTION VIEW

1 • Dia conduit stub out for Puck light

I f

Railing" & Post I

I

Puck Lighting in Top Rail Detail

Detail A

Decorative Luminaire, LED (Puck Light)

io ;..

Special Electrical Juntion Box at each luminaire. (See Detail B)

Roadway

1" Dia. conduit stub out for rail lighting (Typ.)

1" Dia conduit stub out for luminaire

Special Electrical Juntion Box at each luminaire. Locate box within recess window nearest to luminaire. (See Detail C)

Special Electrical Junction Box Location - Typical

Detail B

Decorative Luminaire, LED (Puck Light)

Barrier

I f

Railing' & Post

1 1" Dia. conduit

I" __, I

I,......- __, I 11 I -'J)__,1 u_ 1l{4.,:: -

see Detail A

4 - 3" 0 utility conduit and 2 - 2" 0 lighting conduit

\__ See Utility HangerSystem Detail Section E Structure Plans

1-1_

1-4 - 3" 0 utiflty condwt I _

1-1_

1-1_

= = =.v- I J_ -""""- _l::J_ - □ r:: = === = = = = = = =~ ~~ f :;- ~:.,. 11- ~ F = =~== = = = =

2-2" Dia. conduit

Special Electrical Junction Box Conduit Placement - Typical

Detail C

2-2" Dia. condwt

Curb

I f

Railing"& Post I

30"

~

Top View

Side View

30"x 24" X 6" Utility Junction Box

-7 - _J

-7 - _J

-7 ~ - _J

-7 - _J

C: en 'C!

.!!! u::


L30 L40

0) 0:, 0 ~ ..

" 13 Cf)

0 a:

" E § .c

t

E e LL

I a:

I• 6'-0"

I

;;I:! ,,.

"' ~ ;..

0

"'

~------- - - - - -

. .. re

Pole Detail (LA)

Bracket Detail (LA)

See Section B - B

(Westbound)

27' Mounting Height

Provide Breakaway Lighting Unit

See Section E Strur:ture Plans

. I

Pole Detail (LA)

12' Pedestrian Walkway

SPECIAL DETAIL DECORATIVE LUM/NA/RE WITH ARM

"'

1'-6"

2'-2½"

Luminaire Detail (LA)

GENERAL NOTE: See Section E Bridge

Barrier and Railing Details

PROJECT STATE OF SOUTH

DAKOTA NH-EM 0014(194)227

Plotting Date: 611812020

1'-10"

-------'--- ___ J_ __ _

Luminaire Detail (LD)

3"0.D.

5"0.0. X .125"Wal/

3" x 5" Reinforced Aluminum Handhole Opening with 3/8"-16

Hole for a Ground Connector and Flush Fitting Aluminum Door

1 1/2" DIA Grommetted Wire Inlet Hole

pen Pole Top

l: .!!> cf! -! 0

l: .. .!!> " :I! i -! 0 ~ . .. l ~

t ' ;:

Bottom 4'-2' of Inside and Outside of Pole Coated with

Gray Epoxy Powder Paint Pole Detail (LD)

SHEET TOTAL SHEETS

Utility Structural Poly-Set (expandable foam) Used to Stabilize Pole

C: Cl "'<

.!!1 [i:


L31 L40

" E § .c

t

E e LL

I a:

Anchor bolts. Provided with light pole by Manufacturer

(Breakaway bolts)

1--7 ' '

--1-

111 1,1

111 1,

ll\ t----===o

I 10J.• I -

~

See Section E Structure Plans Barrier Details

Section B-B

i ----- --- -- - ---- -- --- --"=!- -- --- --

• • 1 • • I ·y·

• ·1· • • ·1· •

/ /

/ /

/ /

I I

/

Y"•~----·~ Pier Cap

Flexible Conduit Between Pier Caps and Girders Detail

Bridge Top Rail

Approach Slab

Bolt Pattern as per Luminaire Pole Mfg.

1'

STATE OF SOUTH

DAKOTA

Plotting Date:

1'-9" 1'

PROJECT

NH-EM 0014(194)227

611812020

Conduit at Barrier Bumpout Detail

L_

Expansion Fitting

10" Expansion Total Movement

Bridge

Expansion Fitting Between Bridge and Approach Slab (Top Rail Plan View)

SHEET TOTAL SHEETS

C: Cl "'<

.!!1 [i:


L32 L40

0

" E E ., .c

~

E e LL

I a:

PERMANENT VEHICLE CLASSIFICATION SYSTEMS DETAIL

I" COVER MAINTAINED

Layout A GENERAL LAYOUT

9"f ! ~ ---t

l, .. 1::~JL,_,J 1

NOTE:

I, t,tAIN LOOPS ARE 16.0'l AloiO ARE 4 TURloiS EACH,

Layout B

CROSS SECTION VIEW

DRILL CORNERS TO BREAK

SHARP EDGES

B

a ui

B _.............,.J

l A B A

A B A

2"DIA OPEloi I loiG THROUGH EDGE OF PAVEMEloiT 30• - 45• VARIABLE

NOTES: I. SAW CUT DEPTH A-I.25", B-l.75"DEEP.

DEPTH FOR LOOPS ARE 1. 75", 2. SAW CUTS ARE TYPICALLY 0.25" WIDE. 3. WIRE LENGTH NEEDED FOR A 5' AXLE

LOOP IS 96', AND FOR A 6,0' MAIN LOOP IS 69', ALL LOOPS ALSO NEED THE TWISTED LEAD-IN 12 WIRES-IN A LEAD lloil,

Layout C

CURB LEAD-IN ROUTING DETAIL INTS>

END OF SENSOR CHANNEL

SENSOR CHANNEL

LOOP & SENSOR LEADS TO PULL BOX

STATE OF SOUTH

DAKOTA

Plotting Date:

PROJECT

NH-EM 0014(194)227

6/18/2020

SHEET TOTAL SHEETS

C: Cl

"C ..: .l!l C: ::,

8 " ii=

~

.!!1 [i:


L33 L40

0 0 <:'!

E e LL

I a:

(~~---......__;;;,- ........... ---~ ,, ,,

'' '' '' ,, ,, ,,

Single Tube, Truss, or Davit types of mast arms are al I acceptable, but only one type shal I be provided for each contract. The mixing of different types is not permitted without special approval by the S.D.D.0. T.

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

Luminoire poles shal I be designed to support a 36" x 36" Warning sign bonded to the pole as shown.

0 I

;:..._

' 'I

Concrete Footing

I

i_,d _}

Length of mast arm(slas specified in plans.

0° under the luminaire

Variable

L{)

2.0 sq. ft. 60 lbs. (Typical)

+.r: CJl 0) I

CJl C +c ::J 0 ~

Pavement Edge

March 31. 2000

Published Date: 2nd 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

Corrosion

Footings

Conduit

Rebar

STATE OF SOUTH

DAKOTA

Plotting Date:

PROJECT

NH-EM 0014(194)227

6/12/2020

" " " " " " ,)I,'

SHEET

PLAN VIEW PLAN VIEW (Slip Basel (Frangible Basel

2/C "10 AWG Pole and Bracket Cable Fuse-Size per Field Wiring

4" x 6" (Min.) Diagram

Handhole

Slip Plane

finished ground line.

Approved Splice

A.C. Phase

•-~--Frangible Coupling

ELEVATION VIEW ELEVATION VIEW (Slip Basel (Frangible Basel

GENERAL NOTES:

The Contractor has the option of using either the Slip Base, Transformer Base, or Frangible Base.

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

Connectors shall be breakaway type.


s D D 0 T

ROADWAY LUM/NA/RE POLE BREAKAWAY BASE

June 26. 2013

PLATE NUMBER

635.11

Sheet I of I

TOTAL SHEETS

.!!1 [i:


L34 L40

0 0 <:'!

E e LL

I a:

2/C "10 AWG Pole and Bracket Cable

Clear Door Opening

A.C. Phase

Grounding Nut

GENERAL NOTES:

*

**

- Size per Wiring Diagram

Anchor Bolt """"T111--~---r Projection

r--

Base details are provided for ex amp I e only and are not intended to be a comp I ete design.

Fused connectors shall be breakaway type.

* Hardware connecting the pole to the base shol I be instol led 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 inst al I 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

+.c CJ> Q) :r:

CJ> .~ +c ::J 0

:::e Q) L

0 C

E ::J _J

11/2" Half Coupling (4 required per pole as shown). Provide plugs for unused couplings.

Single Tube, Truss, or Davit types of mast arms are al I acceptable, but only one type shal 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 Cf.

STATE OF SOUTH

DAKOTA

Plotting Date:

Mast Arm SECTION B-B

Length of Mast Arm as specified in plans.

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

L _!_ L 2

PROJECT SHEET

NH-EM 0014(194)227

I '

6/12/2020

Drape Cable

DETAIL C

Length of Luminaire Mast Arm as specified in plans.

Optional Connection

1------< 25 Sq. Ft. 1----1-'-11r7 Circumferential Clomp, Hinged, or Bolted FI onged Connection

9 Sq. Ft.

14.9 Sq. Ft. 25 Lbs. 130 Lbs.

VIEW A-A

GENERAL NOTES:

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

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.)

Variable

5"x7" Handhole

* The signal height allowances shown above are 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 4D.l 5 of the MUTCD.

s


o SIGNAL POLE g (WITH MAST ARM AND LUM/NA/RE EXTENSION) T

December 23, 2008

PLATE NUMBER

635.32

Sheet I of I

TOTAL SHEETS

.!!1 [i:


L35 L40

0 0 <:'!

E e LL

I a:

Tr-onsfor-me,

Mete, Socket (As Requir-edl

n J

Ul I

L()

Domed Steel Post Cap

~ Electr-ical Service Cabinet with Lock

-4" Dia. Galvanized Steel Utility Post

-Rounded o Surface

I

CT>

0

--------Conduit

Gr-ound per- NEC t Conduit end wire size Class M6 Concr-ete Footing

as shown on pion sheets.

ELEVATION VIEW

GENERAL NOTES:

The ser-vice cabinet shall include on exter-nolly mounted 15A r-eceptocle outlet. The r-eceptocle shall be housed in a lockable NEMA 3R enclosure. The Conti-actor- shall furnish a lock and keys to the Engineer- as dir-ected.

The concr-ete for- the post footing shol I be class M6 concr-ete.

The 4" diameter- galvanized steel utility post shall be 9' long and shall be in confor-monce with AASHTO Stondor-d Specifications Ml 81. The post shol I be Type I and either- Gr-ode or Grade 2. The domed steel post cop shall be in conformance with AASHTO Standard Specifications M 181 and shol I be Type I.

The Contractor- shall contact and coordinate his/her- wor-k with the Utility Companies r-egor-ding hookup r-equir-ements, fees, moter-iols, and equipment necessor-y.

All costs for- furnishing and installing all moter-iols from the electr-icol ser-vice cabinet to the t,onsfor-mer- including labor, equipment, hookup fees, all items within the cabinet, lockable enclosure with r-eceptocle outlet, lock and keys, post, concr-ete footing, post cop, meter- socket if ,equir-ed, conduit, and incidentals shall be incidental to the contract unit pr-ice 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

Plotting Date:

PROJECT

NH-EM 0014(194)227

6/12/2020

Signal Pole

Cover Fastener

Cover

#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.

SHEET

February 14, 2020


s D D 0 T

TRANSFORMER SIGNAL POLE BASE PLATE NUMBER

635.50

Sheet I of I

TOTAL SHEETS

.!!1 [i:


L36 L40

0 0 <:'!

E e LL

I a:

Vertical Rebar (equally spaced)

1/2" Preformed Joint Fil I er

* Spiral

Vertical rebar shall be as specified in the plans.

GENERAL NOTES:

Diameter

Spiral Diameter

,,

,:?!" I I I 11 I I I 11 I I I 11 I I I 11

iJ~;~t~~i;) :Li...i J : :

" "

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

Rigid Conduit With Bushings

l;z'.I One Anchor Rod Diameter (Max.l (For Signal Pole Footings)

Anchor Rod (Typ.l

t

**For Signal Pole Footings

~When direct burial is 1/J to be used a bushing C or bell end shall be

~ ~ provided.

.r:: 0) +- .r:: Q. +-0)

D ,!; (JI

.!; -g +- •-0 4-0 ·o

LL 0)

Q. 1/)

--1 2" for No. 3 Spiral Ties

* Circular ties may be used in lieu of the spiral ties. The No. 3 ties shol I be spaced 12 inches apart except for the top two which shol I be spaced 6 inches apart. The ties shol I be lopped 18 inches and the lops shal I 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 ore 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 mode 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 shall not be installed until the concrete has attained design strength (4000 psi>.

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 (RI 0-3el or as specified in the plans.

Pedestrian Push Button Pedestrian Push Button

Pedestrian push button pole as specified in the plans.

STATE OF SOUTH

DAKOTA

Plotting Date:

PROJECT

NH-EM 0014(194)227

6/12/2020

2'-0"

I '-0" I '-0"

PLAN VIEW (Round F ootingl

2'-0" I: I '-0" "I .. I '-0" : I

co ;;,,

Pole 0

Anchor bolts as specified by the manufacturer.

0

. . V · . . · :r:i

.v . .- .a PLAN VIEW (Square Footing)

Concrete Footing

2'-0" Conduit

ELEV AT ION 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.

I

SHEET

Pole

0 I

(\J

Al I costs for furnishing and installing the concrete footing shal I 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

PEDESTRIAN PUSH BUTTON POLE

September 14, 2016

PLATE NUMBER

635.57

Sheet I of I

TOTAL SHEETS

.!!1 [i:


L37 L40

0 0 <:'!

E e LL

I a:

X L 0~

i-------~---------i.,,,,---- Battery Backup :::!!' Q.

Cabinet Length Grounding Conduit - >-,

' I-

+[ Q) .c ;;:: s~

.0 •-03: u r

d SECTION

Grounding Conduit

SECTION B-B

C

Battery Backup Cabinet

;------f---i._ __ Control I er Cabinet

Rigid o Conduit ;:,-,

Concrete

Rigid Conduit

2" CL. (Typ.)

ELEVATION VIEW <Base Mounted)

GENERAL NOTES:

Concrete Footing

The concrete pod 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 ore installed.

IZllf the controller and battery backup concrete pad and footing is not located within or adjacent to on existing sidewalk, the Contractor shall provide a concrete access pad as directed by the Engineer.

Mk.

a

b

C

d

No.

*

*

6

4

Anchor Bolts

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

t

0

L Q) 4-E 0 .c u

'

2" CL. 1 ~ d I

(Typ.t.., l'-6",.. ~ <:I"

ELEVATION VIEW (Pedestal Mounted)

REINFORCING SCHEDULE <for one footingl

Size Length Type Bending Detail

3 L - 4" Str. 2cd\ 3 w 4" Str.

6 3' -0" Str.

3 4' -0" T3 Type T3

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

Note: Dimensions ore out to out of bar

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

* Vary number of bars as required by footing size.

Morch 21. 2016

s D D 0 T

CONTROLLER CABINET AND FOOTING PLATE NUMBER

635.60

Published Date: 2nd Dtr. 2020 Sheet I of I

TOP VIEW (Cover)

0

0

TOP VIEW <Box)

@

D

0

0

*Skid Resistant Surface

**Appropriate Logo

u

STATE OF SOUTH

DAKOTA

Plotting Date:

PROJECT

NH-EM 0014(194)227

6/12/2020

SHEET

Lifting Eye

ISOMETRIC VIEW (Box and Cover)

Portland Cement Concrete or Asphalt Concrete

Bose Course

N

5 _ _,....------,>--r

,§ C --c.__r-=-'-----------',~---~,~----~

:::!!' ~ ~~---~ c\J~L~~~Base SIDE VIEW

(Electrical Junction Box Installation Details) (Buried No. 4 steel reinforcing bar not shown.J


s D D 0 T

ELECTRICAL JUNCTION BOXES TYPE 1 THROUGH TYPE 4

Course

September 14, 2017

PLATE NUMBER

635.65

Sheet I of 2

TOTAL SHEETS

.!!1 [i:


L38 L40

0 0 <:'!

E e LL

I a:

ELECTRICAL JUNCTION BOX

APPROXIMATE MINIMUM TYPE DESCRIPTION DEPTH

COVER SIZE CC>

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

2 Open Bottom 13"x24" 18" with Gasket



GENERAL NOTES:

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

The cover shol I have a lifting eye,

* The surface of the cover shall have a minimum wet and dry coefficient of friction value of 0.5 as determined by ASTM F509.

**The cover of the junction box shal I have the appropriate logo in one inch size letters and shal I be recessed. When the junction box contains cab I es 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 (ANSll/Society of Coble Telecommunications Engineers (SCTEl 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 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


b

--::: ...

STATE OF SOUTH

DAKOTA

Plotting Date:

PROJECT

NH-EM 0014(194)227

6/12/2020

Electrical Junction Box

1/2" or %" PVC Conduit

SHEET

~~5==, ==:~Sl.__ 90° EI bows

CONDUIT LAYOUT

Loop Designation No. (as indicated on pion sheets)

Lead-ins

Shielded Pair

} To Detector or Detector Unit


GENERAL NOTES: See Specifications Section 535.3 0.

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

WIRING DIAGRAM

Gronul or Material

s D D 0 T

1/2" or %" PVC Conduit

Electrical Junction Box Details)

LEAD-IN DETAIL

PREFORMED DETECTOR LOOP

June 26, 2015

PLATE NUMBER

635.70

Sheet I of I

TOTAL SHEETS

.!!1 [i:


L39 L40

0 0 <:'!

E e LL

I a:

6'

co

0

co

¾"Rigid Conduit


Flexible lmbedding Loop Sealer

Wire Bends

¾"(Min.) Sawed Slot Backer Rod

SAWED SLOT SECTION VIEW

N

Wires

SAWED SLOT LAYOUT

4 Coils per Loop

Edge of Roadway

¾" Rigid Conduit

Loop Designation No. (os indicated on plan sheets)

Lead-ins


Twisted Shielded Pair

} To Detector or Detector Unit

GENERAL NOTES:

See Specifications Section 635.3 0.

All costs associated with furnishing and installing the lead-ins shall be incidental to the contract unit price per each for "Sawed-In Detector Loop".

WIRING DIAGRAM

2" (Min.) Sawed Slot 3" deep slot, wide enough 11/ 4" Min. dia. drilled to accommodate conduit. Backfill with asphalt concrete or other material as approved by the Engineer.

hole, fil I around conduit with loop sealer.

¾" Rigid Conduit

Electrical Junction Box (See Electrical Junction Box Details)

LEAD-IN THROUGH SHOULDER DETAIL LEAD-IN THROUGH CURB AND GUTTER DETAIL June 26, 2015

Published Date: 2nd Otr. 2020

s D D 0 T

SAWED-IN DETECTOR LOOP PLATE NUMBER

635. 71

Sheet I of I

Buried Coble Marker

N

Conductor Cable(s)

Buried Cable Marker

N

Conductor Cable(s)

GENERAL NOTE:

Ground Line

SECTION VIEW

Ground Line

STATE OF SOUTH

DAKOTA

Plotting Date:

PROJECT

NH-EM 0014(194)227

6/12/2020

Soil Backfill

Soil Backfill

Sand Cushion

~ Rock

SECTION VIEW

The Buried Cable Marker shal I be plastic, approximate! y 6" wide, and shal I be capable of sustaining a minimum of a 350% tolerance of elongation without tearing. The Buried Cable Marker shall have a life expectancy approximately equal to that of the conductor(s) beneath it. A phrase indicating the presence of

SHEET

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 Marker shall be incidental to the contract unit price per Foot for the bid item used for the electrical conductor.

Published Date: 2nd Otr. 2020

s D D 0 T

CONDUIT INSTALLATION

March 31, 2000

PLATE NUMBER

635.76

Sheet I of I

TOTAL SHEETS

.!!1 [i:


L40 L40

0 0 <:'!

E e LL

I a:

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

rJoint or Crock L in PCC Pavement

1/4" Flexible Tubing

Loop Wire(sl

6" 6"

IO" 10"

PCC TOP VIEW <Loop Sealant and Bocker Rod not shown)

Loop Wire(sl

. <I· 3/4" Flexible Tubing

, <I

, <I,

, <I , <1: , •.<I.,,

, <I, , "1 <I , <I,

10"

,, <1 <1, ,

, <I

, <I,

, <1,

, <I.·

Joint or Crock7 in PCC Pavement

, <I,,

, <1,

, <I ,

, <1,

<I

SECTION A-A

10"

<Bocker Rod not shown)

GENERAL NOTE:

Sowed Slot

Loop Sealant

, <],_ ·.<1, <I •, <J

, <1 <1

, <J,

, <I,

, <I,

, <I

, <I , , <I

PCC Pavement

All costs for constructing the sowed-in detector loop protection including labor, equipment, and materials shall be incidental to the contract unit price per each for "Sowed-In Detector Loop".


s D D 0 T

SAWED-IN DETECTOR LOOP PROTECTION AT JOINT OR CRACK IN PCC PAVEMENT

March 28, 2001

PLATE NUMBER

635.78

Sheet I of I

.;; I.LI lo z ...I <( a:: I.LI z I.LI <.:>

QJ !: +-

c !: +,. 1J QJ

0 +U)

C

QJ 0 L :::J 0 U)

+!: g

!: 0 0 QJ

1J C :::J 0 L 0

1J QJ

0. 0. 0

QJ • .ot = (]J o·~ !: 0 U) )s_

g(]J ·- !: E +E ·- 4-~ 0

(]J~ QJ •L E 1-=


STATE OF SOUTH

DAKOTA

Plotting Date:

PROJECT SHEET

NH-EM 0014(194)227

6/12/2020

Mounting Height

U)

+c QJ

E QJ

I.LI

1: E ~ CJ) :::J •-

Vl .§ .§ C

b E g OJ o> .E

,<; ,<; E ...I ,<;

0 1J +-(]J C 0 4- +-(]J C 1J QJ

1J

U) 0

+-C

.E QJ .D

(]J 0 !:

+- !: U)

E . CJ) 0 +-L 0 C

4-.~ +-

1J 0 !: CJ)

QJ L ...I > 0.

0 QJ >, E .c 0 (]J +- ,. L 1J

4- 0 (]J 0 0 • .D a:: U)

- (]) E - +- L (]) 0 0 0 +-iio 4- •-

1J UJ C CJ)•-

(]J .s> C .D

!: +- E +-0 (]J EO c- •- 0 0 0. LL L E I-+-.D 0

QJ C u 1J QJ 0 C (]) LO 0 !: I- U)

+-L6 (]J

CJ)>, O•-0 .0 4- L

0 0 ,. U) >

4- 0 +-U) (]) = QJ 0 !:

<( .0 U+-

s D D 0 T

TREE TRIMMING FOR ROADWAY LIGHTING

L U) (]J +,. C 0 QJ - E - QJ o_ 0 I.LI

·a.+>, !:

+- CJ)

E vi :::J

.§ 't C .E ~ l1'l ...I

December 23, 2009

PLATE NUMBER

635.99

Sheet I of I

TOTAL SHEETS

.!!1 [i:


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