DESIGN DATA - dot.nd.gov 06/SU-6-98… · 200 1-7 Cross Sections ... INSTALL NEW ELECTRICAL CABLE IN EXISTING CONDUIT BEGIN ... bottom of the seal to provide bonding to the structure

LN

TREE

LYNN

BROO

K LN

RIDG

EWOO

D LN

TA

MA

RA

CK

D

R

44TH AVE S

47th AVE S

41st AVE S

PLAINS CT

SO

UT

H 19T

H S

T

DR

AIN

WA

Y

SO

UT

HE

ND

S 16T

H S

T

CENTRAL PLAINS CT

CH

ER

RY

S

TR

EE

T

PIO

NE

ER

D

R

AC

OR

N C

T

PIO

NE

ER

D

R

HO

ME

ST

EA

DC

IR

CLE

46th AVES

S 11th S

T

40th AVES

11SU-6-986(120)124 21589

PROJECT

AREA

Grand Forks, ND

State of North Dakota County Map

David Kuharenko

Matthew Maguire

PROJECT

SITE

BOUNDARY

BEGIN PROJECT

STA. 1+33.81

END PROJECT

STA. 11+44.16

DESIGN DATA

TRAFFIC AVERAGE DAILY TRAFFIC COUNT

Pass:

Pass:

Truck:

Truck:

Total: 10,186

Total: 23,220

Clear Zone Distance: 14

Minimum Sight Dist. for Stopping:

Limited Access Control: N/A

Pavement Design Life: 30 Years

Design Accumulated One-way N/A ESALs: N/A

Design Speed: 40

Bridges: N/A

Current 2015

Forecast 2040

STATE PROJECT NO. PCN SECTIONNO.

SHEET NO.

ND SU-6-986(120)124 21589 2 1

8/10/2017 3:27:24 PM S:\7591 Permanent Traffic Signal at S Wash & 44th Ave S\Design\Sheets in Word\02-01 Table of Contents.doc

TABLE OF CONTENTSSection No. Sheet No. Description

1 1 Title Sheet2 1 Table of Contents4 1 Scope of Work6 1-6 Notes8 1 Quantities

10 1 Basis of Estimate11 1 Earthwork Summary20 1-9 General Details30 1 Existing Typical Section30 2 Proposed Typical Section40 1 Removals55 1 Storm Plan and Profile60 1-2 Paving Plan & Profile76 1 Temporary Erosion Control77 1-2 Permanent Erosion Control80 1-2 ADA Ramp Details90 1 Joint Layout

100 1 Traffic Control Devices List100 2-4 Work Zone Traffic Control100 5 Pedestrian Detour120 1-3 Marking140 1 Lighting Layout150 1-2 Traffic Signal Layout150 3-6 Signal Standard & Head Locations150 7 Signal Heads & Conductor Schedule150 8 Signal Controller Phasing150 9 Traffic Signal System Quantities150 10 Detector Zone Layout150 11 Sign Design Details160 1 Fiber Optic Interconnect200 1-7 Cross Sections

LIST OF SPECIAL PROVISIONSSP # Description

SP 0530(14) Video Detection System

LIST OF STANDARD DRAWINGSStandard No. Description

D-101-1,2,3 NDDOT AbbreviationsD-101-10 NDDOT Utility Co and Org AbbreviationsD-101-20,21 Line StylesD-101-30,31,32 SymbolsD-704-7,8 Breakaway Systems for Construction Zone SigningD-704-9 Construction Sign DetailsD-704-13 Barricade and Channelizing DevicesD-704-14 Construction Sign Punching and Mounting DetailsD-704-34 Sign Layout for One Lane Closure D-714-1 Reinforced Concrete Pipe Culverts and End SectionsD-714-18 Edge Drain DetailsD-714-26 Transverse Mainline Pipe Installation Detail Pipes 4 Feet or Less Below Top of SubgradeD-722-2 Inlet – Type 2D-748-1 Curb & Gutter and Valley GutterD-750-2 SidewalkD-750-3 Curb Ramp DetailsD-754-1 Pipe or W-Shape Assembly DetailsD-754-23 Perforated Tube Assembly DetailsD-754-24 Mounting Details Perforated TubeD-754-24A Breakaway Coupler System for Perforated TubesD-754-25 Mounting Details Perforated TubeD-754-80 Light Standard, Signal Standard and Span Wire Mounted Sign Assembly DetailD-770-1 Concrete foundations (Traffic Signals & Highway Lighting)D-770-2A Combination Feed Point DetailD-770-3 Pull Box DetailD-770-5 Light Standard DetailsD-772-2 Traffic Signal StandardsD-772-3 Traffic Signal Standards (Mast Arm Type)D-772-4 Traffic Signal Head Mounting

FOFO

FO FOFO

FO FOFO

FOFO

FO

FOFO

U

G

C

UGC

UG

C

UG

C

UGC

U

G

E

G

A

S

FOFOFOFOFOFO

FOFOFOFO

FOFO

FO

FO

FO

FO

FOFO

FO FOFO

FO FOFO

FOFO

FO

S. WASHINGTON ST.

44

TH

A

VE

. S

.

Feet

0 80 160

42

ND

A

VE

. S

.

CONSTRUCT NEW STORM SEWER

CONSTRUCT NEW STORM SEWER

CONSTRUCT LEFT TURN LANE

CONSTRUCT LEFT TURN LANE

INSTALL NEW TRAFFIC SIGNAL SYSTEM

REALIGN SIDEWALKS & BIKEPATHS

REALIGN SIDEWALKS & BIKEPATHS

PLACE NEW FIBER LINE AND CONDUIT

INSTALL NEW TRAFFIC SIGNAL SYSTEM

INSTALL NEW ELECTRICAL CABLE

IN EXISTING CONDUIT

BEGIN PROJECT

STA 1+33.81

END PROJECT

STA. 11+44.16

Legend

Realign Left Turn Lanes

Sidewalk/Shared Use Path

ND

SU-6-986(120)124 21589 4 1

SCOPE OF WORK

S. WASHINGTON ST. & 44TH AVE. S.

NOTES

8/10/2017 3:30:52 PM S:\7591 Permanent Traffic Signal at S Wash & 44th Ave S\Design\Sheets in Word\06-Notes.doc


SHEET NO.

ND SU-6-986(120)124 21589 6 1

This document was originally

issued and sealed byDavid J. KuharenkoRegistration Number

PE-8411on 08/10/2017.

The original document isstored at the City of Grand

Forks, North Dakota.

NOTES


105-110 Pavement Sweeping: Sweep paved areas that were used by construction traffic before opening these areas to public traffic. Sweep all newly constructed pavement no more than 24 hours before a scheduled final inspection. Use a vacuum or pickup type sweeper to perform this work.

107-P01 Noise Restrictions: Comply with the City of Grand Forks noise ordinance. Schedule operations between the hours of 6:30 AM and 10:00 PM, Monday through Saturday. Should work need to be done outside this range, make a written request to the Grand Forks Public Health Department at 151 South 4th St, Suite N-301, Grand Forks, ND 58201-4735.

Contractor may not request one permit to cover all work for the entire project duration. All requests shall be made at least 72 hours in advance, stating the specific nature of the work, additional hours required and the number of days needed to complete the specified work. The Contractor shall obtain approval from the Health Department 24 hours prior to beginning work. The contractor shall also furnish a copy of the approved permit to the Grand Forks Police Department and Engineer a minimum of 24 hours prior to beginning of work and notify them of the days and hours planned for work under this permit.

202-P01 Removal of Pavement: The bid item “Removal of Concrete Pavement” consists of the removal of all concrete material: Sidewalks, Pavement and Medians. All concrete materials paid for as removal have been deducted from the excavation quantity.

202-P02 Removal of Pipe: The bid item “Removal of Pipe All Types and Sizes” shall include excavation, removal, clay backfill and compaction of pipe trench, and disposal of all pipe sections as well as all labor materials, and equipment required to complete this work.

202-P03 Removal of Signs: Removal of signs and posts shall be incidental to the project.

203-P01 Common Excavation – Type B: The bid item “Common Excavation – Type B” shall include grading (cutting & filling). Measurement for purpose of payment for this item will be based on the plan quantity of excavation (cut only) from existing elevations to the final clay sub grade and berm elevations with topsoil in place. Upon completion of path construction and adjacent berm shaping, Contractor shall place a minimum of 6” of topsoil on the disturbed areas adjacent to the realigned turn lanes, sidewalks, shared use paths, signals, pedestrian push buttons and pull boxes. Topsoil placement and any necessary embankment shall be considered incidental to the “Common Excavation – Type B” bid item. In addition to the requirements of Section 203, excess excavated material shall become the property of the Contractor and shall be removed from the project site.

203-P02 Topsoil: Strip and salvage all topsoil on areas to be disturbed to be reused on the project. Any excess topsoil not used for shaping, grading or filling shall become the property of the contractor. This work shall not be bid separately, but shall be included in the cost for bid item “Common Excavation - Type B.”

203-P03 Type A Compaction: All fill required for storm sewer work shall be compacted to a minimum of 95% density (AASHTO T-99). The City accepts the existing clay soil to be 100 pounds per cubic foot with optimum moisture of 23%.

251-P01 Seeding Class III: Rake the final topsoil surface smooth to provide positive drainage. Seed disturbed areas with the following Class III seed mixture:

Grass Species Percentage Pure Live Seed

Creeping Red Fescue 40%Kentucky Bluegrass 25%Perennial Rye Grass 20%Southport Chewings Fescue 15%Total 100%

Seed Application Rate 260 lbs/acre

Water and maintain seeded areas a minimum of four weeks after placement in order to provide sufficient moisture for growth as determined by the Engineer. Watering and maintenance shall continue until final acceptance. Prevent runoff and puddling. Do not drive watering trucks over turf areas, or sidewalks.

Maintenance of the seeded areas includes eradicating weeds, maintaining erosion control devices and mulch, protecting installed areas from traffic, mowing, and watering.

Mow seeded areas to height of 3 inches with cutting no more than 1/3 of the grass leaf. Mow seeded areas 24 hours prior to final inspection.

Seeded areas will be rejected if they contain excessive weeds or bald spots larger than 3" in diameter.

Include the cost for materials, equipment, labor, maintenance, and incidentals in the contract unit price for “Seeding Class III”.

302-P01 Salvaged Base Course: The bid item “Salvage Base Course” shall be paid for at plan quantity and no separate measurement or payment will be made, unless changes are made to the plan. At Contractor’s option, Contractor may substitute Salvage Base Course with Aggregate Base Course CL 5. Substituted material shall be paid for as “Salvage Base Course”.

550-P01 Tie Bars: All tie bars shall be Grade 60 and placed according to the joint details as shown on the plans. All tie bars required for installation into new or existing concrete pavements shall be grouted into a pre-drilled hole with an approved epoxy grout. Prior to grouting bar in place, the pre-drilled hole shall be cleaned with compressed air and prepared as recommended by the epoxy grout manufacturer.

550-P02 Concrete Joints: Saw cut joints in newly

NOTES



SHEET NO.

ND SU-6-986(120)124 21589 6 2



PE-8411on 08/10/2017.



NOTES


installed pavement shall follow the joint alignment and locations of existing pavement joints.

704-P01 Traffic Control Devices: Traffic control is based on NDDOT Std D-704-34, Sign Layout for One Lane Closure.

722-P01 Adjust Gate Valve Box: Adjust gate valve boxes plumb and to finished surfaces by rotating the valve box or adding an additional valve box section. Include the costs of all materials, equipment, labor, and incidentals in the contract unit price for “Adjust Gate Valve Box”.

722-P02 Adjust Manhole: Adjust existing manhole castings to finished surface. Prevent debris from falling into manholes and promptly remove any falling debris. Provide protective wrapping over manhole covers prior to placement of concrete. Clean any manhole cover coated with concrete.

722-P03 Rubber Seal: Provide external rubber seals Inlet-Type 2 Double structures. Provide seals extruded from a continuous seamless band of high-quality Ethylene Propylene Diene Monomer (EPDM) rubber with a minimum thickness of 65 mils and with molded preformed L shaped corners. Provide seals with attached minimum 2” wide butyl mastic to the inside top and bottom of the seal to provide bonding to the structure and over the flange on the casting frame. Use aerosol primer to improve bonding strength of the seal. Include the cost of rubber seals in the contract unit price for “INLET-TYPE 2 DOUBLE”.

748-P01 Curb and Gutter-Type I: Provide Grade 60 reinforcing steel and tie bars. Install reinforcing steel with a minimum tied lap length of 24 inches. Place tie bars into pre-drilled hole, cleaned with compressed air, and grouted with an approved epoxy grout. Placement of tie bars into plastic concrete will not be allowed.

750-P01 Concrete Median Nose Paving: Measurement will be from the beginning of the curb radius to the end of the curb radius at the street intersection, including the triangular area between the curb face and the mainline paving.

750-P02 Sidewalk: Over excavated areas beneath the sidewalk removal areas shall be filled with aggregate base and compacted. All costs for labor, materials, and equipment for the aggregate base shall be included in the bid item “Sidewalk Concrete-5in”. Contraction joints shall be constructed so as to divide the sidewalk into square slabs, the greatest longitudinal or transverse dimension of whish shall not exceed 5 feet.

750-P03 Pavement Reinforcement: Cost of steel reinforcement for concrete shared use path and sidewalks shall be included in the respective bid items being installed. All reinforcing steel shall be Grade 60.

750-P04 Detectable Warning Panels: Detectable warning panels shall be yellow in color.

754-P01 Sign Supports: The "Steel Galvanized Post - Perforated Tube" posts shall have all holes punched completely. All metal shall be removed from the punched holes.

762-P01 Epoxy Pvmt Mk Curb Top & Face: Include costs for materials, equipment, labor, and incidentals to paint the median and median nose paving in the contract unit price for “Epoxy Pvmt Mk Curb Top & Face”.

770-P01 Revise Lighting System: The bid item “REVISE LIGHTING SYSTEM” will include all materials, equipment, and labor required to revise the lighting system as shown in the plans. This work includes removal and salvaging of street lights and luminaries, removal of foundations, removal of the existing feed point, pull boxes, connections to existing circuits to remain, furnishing and installation of new conduit, conductors, lighting standards and LED luminaries, and other miscellaneous items required for a fully operational street lighting system. All salvaged materials shall be delivered to the City Electrician, Rick Hanson (218-779-4362), at 724 N 47th Street.

770-P02 Lighting Circuits Testing: All newly installed street lighting circuits shall be tested with a megohmmeter in the presence of the city electrician or city electrical inspector. The test shall be done at a minimum of 5,000 volts with no reading below 50 meg. Any conductors failing this test shall be replaced. The cost of testing shall not be bid separately, but shall be considered incidental to the project.

770-P03 Conductor: All multiple underground cables and underground conductors required for connection to light standards and feed points shall be single conductor assemblies, without overall armor or jacket. Insulation shall be color coded with one red, one black, and one white NO 4 and one green NO 6 cable. Ungrounded and neutral cable types shall be RHW-USE suitable for direct buried applications. Equipment ground cables shall be RHW-USE or THW. The quantities shown in the Plans for the bid item “Revise Lighting System” are based on the total length of each conductor size. Conductors in Lighting Standards shall be SEO 14/3 stranded copper with ground cable, Electrical Conductors, Inc. or approved equal. Receptacles and luminaires shall have separate cables. Cable shall be rated for use from -50 degrees C to +105 degrees C. Cable to be supported by a single eye closed mesh support grip for the cable attached to one of the luminaire pole stops as approved by the Engineer. Also see Plan details. All splicing shall be in pole bases. All leads shall be brought out at least 12” beyond the hand hole/ Splice assemblies shall be tied together with plastic tape or cord and a tag end left under the hand hole cover to facilitate retrieving splices for future service. Splices shall be Polaris IT-4, Burndy, ILSCO insulated splice or equal. All poles shall have in-line fuse holders on all ungrounded conductors. Use Bussman Tron HEBB-AA, Littelfuse, Gould-Shawmut, or approved equal fuse holder. Provide 3 amp time delay fuses. Festoon receptacle outlets shall be separately fused. Underground splices are prohibited.

770-P04 Luminaires: The LED luminaires shall be Cree Model BXSP@-HO-HT-3m3-165W40K-UL-SV-N-Q9, American Autobahn Model No ATB2-40BLEDE13-MVOLT-NL or approved equal. The finish shall be gray enamel. All costs associated with the installation of new luminaires heads shall be included in price bid for “REVISE LIGHTING SYSTEM”.

NOTES



SHEET NO.

ND SU-6-986(120)124 21589 6 3



PE-8411on 08/10/2017.



NOTES


770-P05 Traffic Signal and Luminaire System Power Source: Obtain the electrical source necessary to operate the lighting system. Make the necessary arrangements with the utility to provide for the electric service, which may come from the existing pad mounted transformer or a new transformer in the same location. The electric utility is Xcel Energy. Costs for electric service, including three 3/0 copper service cables in 3” PVC conduit and grounding as required by the NEC, shall be included in the price bid for “REVISE LIGHTING SYSTEM”.

770-P06 Padlocks: Obtain padlocks for feed points from the City of Grand Forks.

772-P01 Traffic Signal System: The price bid “TRAFFIC SIGNAL SYSTEM” shall include all labor and equipment necessary for each signal system to be fully operational as shown in the plans upon construction completion. This includes, but is not limited to, the installation of the following features where applicable; traffic signal standards, mast arms, feed point type IV ped mounted, pedestrian pushbuttons, pushbutton posts and signs, vehicular and pedestrian heads, video detection system, controller, controller battery back-up, cabinet, foundations, revisions to the existing fiber optic interconnect system, along with all cable, conduit, junction boxes, pull boxes, and appurtenances to install the traffic signal completely. This also includes the removal of the existing wiring and any other abandoned features that may conflict with the proposed traffic signal system improvements. This also includes connections with lighting as noted in 770-P01 through 770-P05.

772-P02 Field Verification: Verify all features labeled “Existing” are approximately located. Verify the location of all proposed signal and lighting features including all proposed conduit to avoid conflict with any utilities or any other features potentially encountered in the field.

772-P03 Signal Testing and Initial Operation: When not in operation, the signal head shall be hooded with a material that will allow the signal heads, when lit, to be seen dimly by personnel testing the signals. The hood shall remain in place until the signal is authorized to be operated. The cost of testing shall not be bid separately, but shall be included in the price for “TRAFFIC SIGNAL SYSTEM.”

772-P04 Traffic Signal Controller: Furnish the controller cabinet and auxiliary control equipment furnished from a manufacturer whose Econolite Cobalt RM with Transit Key/2M Series NEMA TS2/NTCIP operates on Centracs Software which has been approved by the City of Grand Forks. Price bid for “TRAFFIC SIGNAL SYSTEM” includes all labor, materials and equipment required to install the new controller, including but not limited to the emergency vehicle pre-emption unit, cabinet, new detector amplifiers (furnished and installed), other ancillary signal components (such as load switches, conflict monitors, etc.) and controller cabinet components connected as required to make the new controller equipment operational with the existing and proposed signal equipment.

772-P05 Grand Forks Traffic Signal Cabinet: Use Econolite 332D, pre-wired with ancillary components including a RENO A&E Traffic Signal Conflict Monitor with Ethernet port. Adhere to the City of Grand Forks Cabinet Specifications as specified in the plans at Traffic Control Corporation. The price bid for “TRAFFIC SIGNAL SYSTEM” Includes all costs, labor, materials and equipment necessary for furnishing and installing the cabinet.

772-P06 Concrete Controller Cabinet Pad: The price bid for “TRAFFIC SIGNAL SYSTEM” includes a new concrete pad to mount the proposed traffic signal cabinet. Size the concrete pad for a Type 332D Cabinet as specified in the plans.

772-P07 Battery Backup System: Provide a battery backup system for the traffic signal system. The price bid for “TRAFFIC SIGNAL SYSTEM” includes all costs, labor, materials and equipment necessary for furnishing and installing the battery backup system. Include the following minimum requirements:• Provides full battery backup for the traffic controller in normal or flash operation• Flash activation contacts to ensure the longest possible battery life• Rack mountable for installation in a 332D Cabinet or NEMA rated outdoor pad mounted enclosure, as required• Power conditioning and transient filtering• True Sine wave output with ±2% voltage regulation• Power management and diagnostic functions• Ethernet port with software to monitor or download data logs of the battery backup system • Suitable for operation from -40°F to 120°F• Battery backup for a minimum of 3 hours of flash operation• Capable of running the intersection for 30 minutes at 1000 watts and then switch to flash operation to conserve power• The UPS shall include an external bypass switch rated at 30 amp 250 VAC and shall use 30 amp relays.

772-P08 Emergency Vehicle Pre-Emption and Transit Priority: Use GTT Global GPS Vehicle Preemption; model 764 phase selector, Model 1010 GPS Radio Unit containing a GPS receiver with Antenna and a 2.4 Ghz Spread Spectrum Transciever with Antenna and Model 1070 GPS Installation Cable.

The location of the GPS EVP detector as denoted in the plans may vary based upon GPS signal availability. No splices are allowed between the controller cabinet and the EVP Equipment on the pole/arm. All indicator lamps are LED.

Compatible with the other EVP equipment used within the City of Grand Forks. Provide all labor and equipment necessary for the emergency vehicle preemption system to be fully operational. Notify City of Grand Forks fire chief Peter O’Neill (701-746-2566) and city electrician Rick Hanson (701-738-8796) when the proposed signalized intersection EVP system is tested and operable. The price bid for “TRAFFIC SIGNAL SYSTEM” includes all costs, labor, materials and equipment necessary for furnishing and installing the EVP system.

772-P09 Conflict Monitor: The traffic signal controller conflict monitor shall be a RENO A&E model, Ethernet connection. A complete controller conflict monitor test shall be performed by the Contractor prior to unveiling the traffic heads. All materials, labor and equipment necessary to conduct the conflict monitor testing shall be included in the price bid “TRAFFIC SIGNAL SYSTEM.”

NOTES



SHEET NO.

ND SU-6-986(120)124 21589 6 4



PE-8411on 08/10/2017.



NOTES


772-P10 Controller Monitoring Unit and/or Communication Module: The volume density controller shall be provided with a communication hookup which provides a duplex data link with a central control computer. The communications hookup shall be PC compatible. A controller monitoring unit and/or communication module shall be installed in the controller. The monitor unit shall be installed and connected to the controller and conflict monitor so as to monitor conflict monitor flash, pre-emption status, cabinet door open, phase on and status bits required for central control intersection display, and detector diagnostics. The unit shall be capable of providing a traffic map and of uploading and downloading information into the controller from a PC, central control computer or a laptop in the field, or a telephone line. All costs, labor, materials and equipment necessary for furnishing and installing this item shall be included in the price bid for “TRAFFIC SIGNAL SYSTEM.”

772-P11 Shop Drawings: Furnish shop drawings and a complete listing of materials proposed for installation. Provide two copies to the City of Grand Forks Traffic Engineer, plus any additional sets that need approval and that are to be returned for the Contractor’s use. Provide the Engineer with proof of purchase, and delivery and manufacturing schedules for traffic signal materials indicating that acquisition of these materials is consistent with progress and completion requirements of this contract.

772-P12 Traffic Signal Head Mountings: Furnish piping to mount the vehicle and signal heads to the side of the poles. Do not mount heads directly to the pole or on the face of the pole directly adjacent to the street. No banding permitted. The price bid for “TRAFFIC CONTROL SYSTEM” includes all costs, labor, materials and equipment necessary for installing traffic signal heads.

772-P13 Traffic Signal Standards - Transformer Base: Use “T” transformer base type standards. The price bid for “TRAFFIC SIGNAL SYSTEM” includes all costs, labor, materials and equipment necessary for furnishing and installing the “T” transformer base.

772-P14 Vehicular Traffic Signal Heads: Use 12 inch vehicular signal heads with aluminum housings for each section. Equip all sections with General Electric GTX LED illuminating elements conforming to the Institute of Transportation Engineers Equipment and Materials Standards and Specifications. Price bid for “TRAFFIC SIGNAL SYSTEM” includes all costs, labor, materials and equipment necessary for furnishing and installing the vehicular traffic signal heads.

772-P15 Pedestrian Signal Heads: Equip with LED illuminating elements displaying the pedestrian signals as shown. Price bid for “TRAFFIC SIGNAL SYSTEM” include all costs, labor, materials, and equipment necessary for furnishing and installing the pedestrian signal heads.

772-P16 Conduit: Install conduit at the locations shown on the plans. Bore conduit under existing pavement. Dig potholes to verify that the conduit avoids the existing utility as necessary. Price bid for “TRAFFIC SIGNAL SYSTEM” and “REVISE LIGHTING SYSTEM” include furnishing and installing conduit, pushing and boring conduit, digging potholes and restoring the potholes with new material that ties into the existing surround material. Seal all conduits with duct seal at the controller cabinet and at the traffic signal standard foundations. Conduit types may be either schedule 40 PVC or HDPE conduit with a wall thickness equivalent to schedule 40 (Refer to NDDOT specification). HDPE conduit shall be UL listed.

772-P17 Pull Boxes: Follow the specification outlined in the NDDOT standard drawing D770-3 and be PVC with steel casting including a traffic resistant cast iron cover.

772-P18 Label All Field Cables: All labeling materials must be approved by the City. Labels must be readable without moving the cables. When installing cable bundles in conduit, bundles will not be taped. Label all field cables with the cable designations:

TYPE LABEL LABLE LOCATIONCommunication Cable Comm./address of other end Within 12" of conduitPedestrian Push Button

Phase/location (i.e. NW, SW, etc.) Within 6" of terminals

Video Camera Cables Detection zone (i.e. D2-1, D2-2, etc.) Within 6" of terminalsControl Cable Cable number & location (i.e. NW, SW, etc.) Within 12" of conduitOpticom Cable Pre-empt number/location (i.e. NW, SW,

etc.)Within 6" of terminal

Price bid for “TRAFFIC SIGNAL SYSTEM” and “REVISE LIGHTING SYSTEM” includes all costs, labor, materials and equipment necessary for labeling field cables.

772-P19 Pedestrian Pushbuttons, Housing, and Signs: Pedestrian push buttons, housings and signs shall be furnished with the ability to be bolted directly to the traffic signal standards. Bandit shall not be permitted. The pushbuttons should be 3” round and vandal resistant, solid state pressure sensitive non move Piezo yellow pedestrian push button station with visual and audible press and release feedback with a 5" X 7" frame up. TS 2 compliant switch rated for 100 X 106 operations with a 75 ms closure with a mounting for 4 bolts. The housings are for a 3 inch round push button with a 4 bolt (2.60 +/- .05”) circle and displays a 5" X 7” sign. The top of the push-button signs shall not extend above the top of the pedestrian push-button post Complete with mounting hardware and signs compatible with the provided housings shall be provided. The pedestrian push buttons shall meet ADA and MUTCD minimum requirements, specified for pedestrian countdown pushbuttons. All costs of material, delivery, and installation for pedestrian push buttons, housing, and signs shall be included in the price bid for “TRAFFIC SIGNAL SYSTEM”.

772-P20 Additional Conduit: Install one additional 4-inch diameter conduit in the controller cabinet/feedpoint foundation. The direction of the conduit will be determined in the field by the engineer. Cap all conduit. Price bid for “TRAFFIC SIGNAL SYSTEM” include all costs to supply and install the additional conduit.

772-P21 Conductor Color Continuity: Maintain conductor color continuity where any 14 AWG 12 conductor cables are connected to 14 AWG 5 and/or 14 AWG 3 conductor cables within the terminal block of a traffic signal standard.

NOTES



SHEET NO.

ND SU-6-986(120)124 21589 6 5



PE-8411on 08/10/2017.



NOTES


772-P22 IT System: The bid price for “IT SYSTEM” includes all labor and equipment necessary to interconnect all of the traffic signals within the project limits as shown in the IT plans. This includes but is not be limited to all fiber optic cable, pull boxes, conduit, future conduit, conduit sweeps into existing pull boxes and connections required for the interconnected system to be fully operational, furnishing and installing Ethernet switches and fiber splice boxes/enclosures sized for all fibers at each signalized intersection, and removing a portion of the existing fiber optic cable, protecting it and salvaging it for reinstallation as shown in the plans.

772-P23 Ethernet Switch: The Ethernet Switch shall be produced by RuggedComm and shall be model type RuggedSwitch RS900G-2L, contain dual fiber optic Gigabit Ethernet ports, and have two (2) single-mode fibers with LC connectors in and out included for the for the connections. Price bid for “IT SYSTEM” includes all costs, labor, materials and equipment necessary for furnishing and installing the Ethernet switch.

772-P24 IP Address: The Contractor shall coordinate with the City of Grand Forks to obtain any required IP addresses during installation.

772-P25 INTERCONNECT CABLE: The fiber optics interconnect cable shall include one (1) 24 multimode (12 pairs) and 24 single-mode hybrid fiber optic hardwire for aerial and duct application, compatible with Daisy-chain operation, for the purpose of controlling traffic in a coordinated closed-loop system. The Contractor shall use one (1) pair of single-mode fiber for traffic signal controller interconnection and one (1) pair of single-mode fiber for the entire video detection system. Fibers shall terminate in the appropriate switch within the traffic signal controller and all fiber both single and multi-mode shall be terminated in the panel. The optical cable shall be dielectric, loose-tube, dry block, filled with a single polyethylene jacket and reinforced with aramid yarn. The optical specifications shall meet RUS 7 CFR 1755.900 (PE-90) and Telcordia GR-20 Standards for single-mode cable. Single mode fiber shall be 8.3/125 micrometer in diameter, zero water peak. The attenuation shall be less than or equal to 0.4 dB/km at 1310nm; less than or equal to 0.32 dB/km at 1383 nm and less than or equal to 0.3 dB/km at 1550nm. Multimode fiber shall be 62.5/125 micrometer in diameter, zero water peak. The attenuation shall be less than or equal to 3 dB/km at 850 nm and less than or equal to 1 dB/km at 1550 nm. The temperature range shall be -40⁰C to +70⁰C.The contractor shall provide 25 feet of additional interconnect for each incoming and outgoing conduit run at every pull box, traffic signal controller. The cable manufacturer shall provide the Engineer with documentation indicating the attenuation and bandwidth for individual fibers on each reel within five business days after delivery of the cable. The cable shall again be tested after connectors are installed. Contractor shall disconnect the fiber optic cable from the cabinet located at 47th Ave S and pull this cable through the new pull box and conduit to the new controller located at 44th Ave S to make the connection between the cabinets at 40th Ave S and 44th Ave S. Contractor will install new interconnect cable between the cabinet at 44th Ave S and 47th Ave S. All labor, materials and equipment necessary for fiber optic interconnection shall be included in the price bid for “IT SYSTEM.”

772-P26 Tracer Conduit: The interconnect cable conduit shall have a tracer conductor installed and labeled in each controller cabinet. The tracer conductor shall consist of a No. 14 AWG - Type THW single conductor as specified in Standard Specification section 895.03A1. The conductor shall be continuously unspliced from control cabinet to control cabinet. The cost of furnishing and installing this conductor shall not be bid separately but shall be included in the price bid for “IT SYSTEM.”

772-P27 Maximum Tensile Pull Strength: Do not exceed a maximum tensile strength of 600 pounds when pulling the fiber optic interconnect cable.

772-P28 Signal Timing and Coordination: Deliver the controller and cabinet to the City Electrician, Rick Hanson (701-738-8796), at the Public Works Department located at 724 N 47th Street. Provide controller preloaded with signal timing and coordination settings as provided by the City. The City Electrician will conduct operational tests and operate the controller for a test period of 30 consecutive days at the Public Works Department shop without any malfunctions of the controllers. Any controller that does not operate satisfactorily for the 30 days will be rejected and replaced. After the controllers have operated satisfactorily for the 30 days, they will be approved by the City of Grand Forks. The price bid “TRAFFIC SIGNAL SYSTEM” include all labor, materials and equipment necessary for furnishing and installing the controllers, as well as delivery to City Electrician.

772-P29 Malfunction Management Unit: Use RENO A&E model with an Ethernet port. Perform a complete controller malfunction management unit test prior to unveiling the traffic heads. Price bid for “TRAFFIC SIGNAL SYSTEM” includes all labor, materials and equipment necessary to furnish and install the unit and to conduct the malfunction management unit testing.

772-P30 Pedestrian Push Button Post: Use SMP2 with breakaway tabs, per TIP indications with anodized natural gray finish. Paint pedestrian pushbutton housing black (use #27038 of Federal Standard No. 595B). Price bid for “TRAFFIC SIGNAL SYSTEM” includes all costs, labor, materials and equipment necessary for furnishing and installing the pedestrian push button posts.

772-P31 Pedestrian Push Button Units: Install Advisor Advanced Accessible Pedestrian System (AAPS) pedestrian push buttons. Mount each pedestrian sign and pushbutton on one framed enclosure to the signal pole or bolt directly to the pedestrian pushbutton post. Bandit is not permitted. Do not extend the top of the pushbutton signs above the top of the pedestrian pushbutton post. Include the Advisor Advances APC Pedestrian Controller and compatibility remote network ether connection for real time monitoring and control of operating parameters. SMP2 High Visibility Pedestrian Station for standalone pushbutton posts. Price bid for “TRAFFIC SIGNAL SYSTEM” includes all costs, labor, materials and equipment necessary for furnishing and installing the pedestrian pushbutton units.

772-P32 Signal Standard Paint Color: Paint all traffic signal system components in accordance with the following:

Transformer base-black Mast arm-black Signal head mounting hardware-black Signal housing-black

Use #27038 of Federal Standard No. 595B for the color black.

NOTES



SHEET NO.

ND SU-6-986(120)124 21589 6 6



PE-8411on 08/10/2017.



NOTES


772-P33 Excavation and Restoration: Any Excavation required to install conduit, connect conduit to existing conduit sweeps, install pull boxes, foundations or any other feature proposed in the plans is included in the prices bid “TRAFFIC SIGNAL SYSTEM”, “REVISE LIGHTING SYSTEM”, and “IT SYSTEM”. This includes restoring the excavated area with the appropriate fill material. The fill material shall match the surrounding surface material. At locations where the surrounding material is earth, include earth fill with 6” of topsoil and seed or sod. At locations where the surround material is concrete, tie into the existing concrete. All removed material whether concrete or earth is the property of the Contractor and be disposed of accordingly. Compaction and density controls are in accordance with Section 203.04 E.2 of the Standard Specifications AASHTO T-99.

772-P34 Wire Splicing: No splicing will be allowed in pull boxes. Splicing may only take place in the signal base.

772-P35 Feed Point-Type IV Mounted: Connect the traffic signal controller to the new feed point. Install a new 50 amp breaker Type BR at the feed point for traffic control signal purposes.

The feed point will have two for Roadway Lighting and Traffic Signals. Contact Deb Thompson with Xcel Energy (701-795-5229). Coordinate with the utility company to establish the service connection to ensure a fully operational traffic signal controller feed point at this location.

All utility company costs for the new feed point shall be paid by the Contractor. Furnish and install new conduit from the new controller cabinet to the new feed point. Furnish and install #6 U.S.E. cable between the new controller and the new feed point. Price bid for “TRAFFIC SIGNAL SYSTEM” includes all costs, labor, materials and equipment required for feed point connections.

Provide 14 gauge #304 stainless steel cabinet of adequate size to house the specified number of circuits and equipment shown on the feed point detail. Tie transformer ground into cabinet grounding lug and neutral lug.

Provide enclosures with a subpanel for complete dead-front access to all, main disconnect handles, circuit breaker handles and toggle test switches. Use plug in type breakers with specified amperage, 10,000 AIC.

Mount photoelectric (PE) cells externally on the feed point cabinet, facing east or north. Use EEI/NEMA type PE sockets. Provide PE control with a time delay of at least 15 seconds and rated for 240 volt.

QUANTITIES

8/11/2017 1:58:18 PM S:\7591 Permanent Traffic Signal at S Wash & 44th Ave S\Design\Sheets in Word\08-01 Quantitites.doc

STATE PROJECT NO. PCN SECTION

NO. SHEET

NO.

ND SU-6-986(120)124 21589 8 1

This document was

originally

issued and sealed by

David J. Kuharenko

Registration Number

PE-8411

on 08/10/2017.

The original document is

stored at the City of Grand


QUANTITIES

S. WASHINGTON ST. & 44

TH AVE. S.

SPEC NO. CODE NO. ITEM DESCRIPTION UNIT QUANTITY

103 0100 CONTRACT BOND L SUM 1

202 0114 REMOVAL OF CONCRETE PAVEMENT SY 609

202 0130 REMOVAL OF CURB AND GUTTER LF 1059

202 0174 REMOVAL OF PIPE ALL TYPES AND SIZES LF 46

202 0230 REMOVAL OF INLETS EA 2

203 0102 COMMON EXCAVATION-TYPE B CY 786

251 0300 SEEDING CLASS III AC 0.07

253 0201 HYDRAULIC MULCH AC 0.07

302 0101 SALVAGE BASE COURSE CY 534

550 0112 8IN NON-REINF CONCRETE PAVEMENT CL AE SY 1355

550 0113 8IN REINFR CONCRETE PAVEMENT CL AE SY 238

702 0100 MOBILIZATION L SUM 1

704 0100 FLAGGING MHR 80

704 1000 TRAFFIC CONTROL SIGNS UNIT 1034

704 1052 TYPE III BARRICADE EA 16

704 1054 SIDEWALK BARRICADE EA 4

704 1055 PEDESTRIAN LONGITUDINAL BARRICADE LF 490 704 1060 DELINEATOR DRUMS EA 142

704 1087 SEQUENCING ARROW-TYPE C EA 1

704 1500 OBLITERATION OF PVMT MK SF 43

708 1540 INLET PROTECTION-SPECIAL EA 10

709 0151 GEOSYNTHETIC MATERIAL R1 SY 1788

714 0905 PIPE CONC REINF 36IN CL III LF 46

714 6589 PIPE PVC 4IN DRAIN LF 80

722 3461 CASTING INLET TYPE 2 DOUBLE EA 2

722 3520 INLET-TYPE 2 DOUBLE EA 2

722 6140 ADJUST GATE VALVE BOX EA 3

722 6200 ADJUST MANHOLE EA 1

748 0140 CURB & GUTTER TYPE I LF 1059

750 0125 SIDEWALK CONCRETE -5IN SY 288

750 0200 CONCRETE MEDIAN PAVING SY 460

750 0210 CONCRETE MEDIAN NOSE PAVING SY 36

750 2115 DETECTABLE WARNING PANELS SF 60

754 0110 FLAT SHEET FOR SIGNS-TYPE XI REFL SHEETING SF 12

754 0206 STEEL GALV POSTS-TELESCOPING PERFORATED TUBE LF 16

762 0112 EPOXY PVMT MK MESSAGE SF 96

762 0113 EPOXY PVMT MK 4IN LINE LF 516




762 0118 EPOXY PVMT MK CURB TOP & FACE LF 32 770 4525 REVISE LIGHTING SYSTEM EA 1 772 0001 TRAFFIC SIGNAL SYSTEM EA 1

772 9200 IT SYSTEM EA 1

8/10/2017 3:38:37 PM S:\7591 Permanent Traffic Signal at S Wash & 44th Ave S\Design\Sheets in Word\010-01 Basis of Estimate.doc


SHEETNO.

ND SU-6-986(120)124 21589 10 1



PE-8411on 08/10/2017.



BASIS OF ESTIMATE


BASIS OF ESTIMATECommon Excavation – Type B

Excavation quantities are calculated by the end areas means method measured from top of existing ground to finished ground surface including topsoil, but excluding the concrete paving, and salvage base course.

Salvaged Base Course

Base quantities calculated using 6 inch depth and width of the new turn lane. Additional salvaged base course required to bring salvaged base course to grade due to contractor over subcutting, compaction or soil subsidence will be incidental to this bid item.

Seeding Class III and Hydro Mulch

Seeding Class III and Hydro Mulch quantities are based on the area between the turn lanes and 6 feet behind back of curb, between new sidewalks and back of curb, 2 feet adjacent to new sidewalks, as well as surrounding traffic signal equipment. Areas disturbed by the contractor outside of these areas will be repaired and seeded by the contractor at the contractor’s expense.

8/10/2017 3:39:16 PM S:\7591 Permanent Traffic Signal at S Wash & 44th Ave S\Design\Sheets in Word\011-1 Earthwork Tabulation.doc


SHEETNO.

ND SU-6-986(120)124 21589 011 1



PE-8411on 08/10/2017.



EARTHWORK SUMMARY


Common Excavation Type B, Volume (CY)

Embankment Volume (CY)*

Station SU-6-986(120)124 Total SU-6-986(120)124 Total0+00 1+00 0 0 0 02+00 6 6 0 03+00 66 72 1 14+00 151 223 0 15+00 148 371 0 16+00 92 463 0 17+00 35 498 0 18+00 87 585 0 19+00 135 720 0 1

10+00 165 885 0 111+00 82 967 0 112+00 14 981 0 1

Totals 981 1

*Embankment quantities are based on compacted volumes

ND

SU-6-986(120)124 21589 20 1

STANDARD DETAILS


D/2

D

D

D

D/2

TYPE 5

TYPE 4

NOTE:

ALL BARS TO BE EMBEDDED A MINIMUM OF 6"

STANDARD FILLED JOINT



NO. 4 x 24" DEFORMED

TIE BAR @ 36" O.C.


TIE BAR @ 18" O.C.

TYPE 1

D/5

D

D/10

8" OR GREATER CONCRETE

D/2


D/2

D/5

D/10

D



TIE BAR @ 36" O.C.

8" OR GREATER CONCRETE

7" OR LESS CONCRETE

CONCRETE CONSTRUCTION & CONTRACTION JOINTS

2/13/2017 PLATE 62.01

TYPE 3

TYPE 3

A

C

D/3

1 3/8 1/2 5/8

E

B

F

1/2 1 3/8 5/8 5/8

5/8 5/16 1 5/8 3/4 11/16

3/4 3/8 1 7/8 1 3/4

7/8 7/16 13/16

1 1/2 1 1/4 7/8

12

2 1/8

3/8

1/4

1/4

JOINT WIDTH,

INCHES

SEALANT BEAD

THICKNESS,

INCHES

MINIMUM JOINT

DEPTH,

INCHES

BACKER ROD

DIAMETER,

INCHES

BACKER ROD

PLACEMENT,

INCHES

FECBA

D/3

1/8"

HOT POUR

JOINT SEALER

NOTES:

1/8" WIDE STANDARD FILLED JOINT TO BE USED ON ALL CONCRETE CONSTRUCTION AND CONTRACTION

JOINTS UNLESS OTHERWISE NOTED

ISOLATION JOINT SEALER TO BE HOT POUR

DURING CONCRETE PAVEMENT REPAIRS OR REHABILITATIONS, JOINT WIDTH AND SEALANT TYPE TO

MATCH EXISTING JOINTS UNLESS OTHERWISE NOTED.

"D" IS DEPTH OF PAVEMENT

JOINT WIDTH TOLERANCE IS + 1/16" TO - 1/32"

THE JOINT FACES SHALL BE CLEANED BY SANDBLASTING AND DRIED BY AIR BLASTING

BACKER ROD SHALL BE CAPABLE OF WITHSTANDING SEALANT TEMPERATURES OF 400 DEGREES F.

JOINT SEALER

BACKER ROD


3/28/15 PLATE 62.03A


TYPE 6

TYPE 7

MODIFIED TYPE 7

D

D+

4"

D

D

10'-0"

1"

1"

1"

EXISTING

CONCRETE

PAVEMENT

10'-0"

D+

4"

EXPANSION BOARD

HOT POUR SEALER

EXPANSION BOARD

EXPANSION BOARD

HOT POUR SEALER

HOT POUR SEALER

CONCRETE ISOLATION JOINTS

2/13/17 PLATE 62.03

ND

SU-6-986(120)124 21589 20 2

STANDARD DETAILS


PRIVATE SIDEWALK

6" CONCRETE DRIVEWAY

APPROACH OR ALLEY RETURN

NOTE:

DARK LINES SHOW 1/2" EXPANSION JOINT TO

BE PLACED AS SHOWN.

PRIVATE SIDEWALK WHEN PERMITTED

BY ENCROACHMENT AGREEMENT

6" CONCRETE SIDEWALK

AT VEHICULAR CROSSING

EXPANSION JOINT

EVERY 60' MAX.

CONTRACTION

JOINT @ ±5'

INTERVALS

SIDEWALK CURB RAMP

(SEE 64.07)

SIDEWALK JOINT PLAN

3/28/15 PLATE 64.03

ST

RE

ET

RA

MP

CURB

6

'

ST

RE

ET

CURB

RA

MP

2

'

1:1

2 S

LO

PE

(M

AX

)

6" CURB

6" CURB6" CURB

TOP VIEW

FRONT VIEW

CURB RAMP

DETECTABLE

WARNING

PANEL

DETECTABLE

WARNING

PANEL

SIDE VIEW

CONC. SIDEWALK OR

BIKEPATH

1/2" EXPANSION JOINT

CURB RAMP

GRASS TAPER

EDGE OF SIDEWALK

BACK OF CURB

SAWCUT (BEGIN

CURB DEPRESSION)

1/2" EXPANSION JOINT

SAWCUT

2" M

AX

VARIES

FULL WIDTH

2'

VARIES

5' MIN

CURB RAMP

3/28/15 PLATE 64.07

ND

SU-6-986(120)124 21589 20 3

STANDARD DETAILS


TRANSVERSE JOINT

LONGITUDINAL JOINTS

LONGITUDINAL BARS SHALL

BE TIED TO EXISTING PAVEMENT

AT 24" O.C. IF NEW PAVEMENT,

LONGITUDINAL BARS SHALL

EXTEND 8" INTO ADJACENT

PANEL AT 24" O.C.

CATCH BASIN

CURB & GUTTER

PAVEMENT REINFORCING

3/28/15 PLATE 64.09A

REINFORCE PANELS DESIGNATED R

LONGITUDINAL BARS

NO. 4 @ 12" SPACING

TRANSVERSE BARS

NO. 4 @ 36" SPACING

30" 30" 15"

5'

(TYP)

5'

(TYP)

5'

(TYP)

.02FT/FT TO CURB

5"

2.5"

CROSS SECTION VIEW

PLAN VIEW

1/8" x 1 1/4" SAWED TRANSVERSE

CONTRACTION JOINT

9'6" NO. 4 DEFORMED

BARS @ 30" O.C.

1/8" x 1 1/4" SAWED LONGITUDINAL

CONTRACTION JOINT

NO. 4 DEFORMED BAR

NO. 4 DEFORMED

BARS

30"

30"

TYPICAL 10' WIDE SIDEWALK

ND

SU-6-986(120)124 21589 20 4

STANDARD DETAILS


3"

3"

24"

8"

9"

9"

6"

ST

RU

CT

UR

E

PIPE BEDDING

4" BEDDING MATERIAL

SAND

FINISHED BERM GRADE

SEAL HOOD JOINT AND HOLE WITH

PREFORMED SEALING COMPOUND

SEAL OPENING W/ MORTAR "MUSHROOM"

MIN 3" BEYOND INLET OPENING

PAVEMENT

EDGE OF CURB AND GUTTER

BACK OF CURB - PAVING

BACK OF CURB - CASTING HOOD

2'X6'

PRECAST

CONCRETE

CATCH

BASIN

DRILL

5

8

" HOLE FOR #4 BAR

THROUGH FRONT AND SIDE

VERTICAL FLANGES OF CASTING

CAST-IN-PLACE CONCRETE

ADJUSTMENT RING. APPROX. 6"

HEIGHT. SEE NOTE 4.

INSTALL 4' X 4' X 4" EXTRUDED

POLYSTYRENE INSULATION - 40 PSI

COMPRESSIVE STRENGTH. ENTIRE

CONCRETE BASE MUST HAVE

INSULATION BENEATH IT.

3 EA NO. 4 REBAR PLACED

THROUGH VERTICAL FLANGE OF

CASTING, DRILL

5

8

" HOLES

TYPE 1 JOINT

FACE OF HOOD IS

RECESSED 6.5"

BEHIND FACE OF

CURB

BACK OF CURB

FACE OF CURB

FACE OF GUTTER

INSTALL 3 WRAPS OF 6 MIL POLY ON

CATCH BASIN STRUCTURE AND SEAL

(TAPE IN PLACE) ON ALL CATCH BASINS.

RUBBER SEAL, SEE NOTE 8

4' WIDE PRECAST

CONCRETE BASE

IF MORE THAT ONE PIPE IS TO BE INSTALLED

IN CB, PROVIDE SMOOTH INVERT WITH MIN 1"

DROP BETWEEN PIPES.

4" PVC UNDERDRAIN W/ CAST-IN

RUBBER-BOOTED CONNECTION (SIDES OF

STRUCTURE)

TYPE 7

JOINT

TYPE 7 JOINT

2'

5' M

in

6"

3"

24"

2"

2"

6.5"

20"

AP

PR

OX

.

6"

1.5"

0.5"

2"

20' TAPER

INLET-TYPE 2 AND INLET-TYPE 2 DOUBLE (TYPICAL SECTION VIEW)

INLET-TYPE 2 DOUBLE REINFORCEMENT

6"

6"

10.5"

NOTES:

1. INLET CASTING AND BARREL SHALL BE DOUBLE WRAPPED WITH 6 MIL POLY.

2. FILL INVERT TO DESIGN GRADE WITH 5 BAG CONCRETE MIX. MIN SLOPE 2"/FT.

3. USE INLET CASTING NEENAH R-3295-2 WITH TYPE R GRATE, EAST JORDAN 7031, OR APPROVED EQUAL FOR "INLET-TYPE 2

DOUBLE".

4. CONCRETE OR PLASTIC ADJUSTMENT RINGS MAY BE USED IN LIEU OF CAST-IN-PLACE CONCRETE ADJUSTMENT RING.

FOLLOW MANUFACTURERS RECOMMENDATION FOR INSTALLATION PROCEDURES.

5. BACKFILL WITH AGGREGATE BASE COURSE CL 3 OR CL 5 TO 100% DENSITY (NDDOT T 99) AROUND INLET BARREL.

6. CONSTRUCT 3' CLAY CAP BENEATH ROADWAY AGGREGATE BASE SECTION (AS SHOWN IN THE BACKFILL DETAILS) AROUND

INLET BARREL.

7. PROVIDE CONNECTIONS FOR DRAIN TILE.

8. RUBBER SEAL FOR "INLET-TYPE II DOUBLE" SHALL BE MADE OF HIGH QUALITY ETHYLENE PROPYLENE DIENE MONOMER

RUBBER WITH A MINIMUM THICKNESS OF 65 MILS. THERE SHALL BE A PREFORMED "L" SHAPED CORNER MOLDED INTO THE

TOP OF THE SEAL FOR WRAP AROUND EDGE OF CASTING FLANGE. THERE SHALL BE A 2" - 3" WIDE STRIP OF BUTYL MASTIC

ATTACHED TO THE INSIDE OF THE SIDE SECTION AT THE BOTTOM OF THE SEAL FOR SEAL TO CATCH BASIN STRUCTURE AND

AT TOP FOR SEAL TO CASTING FLANGE. INSTALL RUBBER SEAL ON THE OUTSIDE SURFACE OF THE ADJUSTMENT RINGS AND

PROVIDE COVERAGE OF ALL ADJUSTMENT RINGS.

3 PANELS - WIDTH VARIES

SEE PLAN FOR JOINT SPACING

NOTES:

1. NO PART OF PRECAST INLET STRUCTURE SHALL BE LOCATED BENEATH PAVEMENT.

2. NOTCH PAVEMENT WHEN REQUIRED. EXTEND REBAR IN GUSSETS INTO THE ADJACENT PAVEMENT AND PROVIDE

ADDITIONAL REBAR AS SHOWN.

6" CURB (TYP.)

6" CURB (TYP.)

3 JOINTS - JOINT WIDTH VARIES - SEE PLANS

7.5" CURB AT HOOD

INLET-TYPE 2 DOUBLE - FRONT VIEW

Pavement Notch

PIP

E C

ON

DU

IT

(T

YP

IC

AL)

ND

SU-6-986(120)124 21589 20 5

STANDARD DETAILS


BACKFILL DETAIL FOR RCP PIPE

NOTE:

See Plans for Concrete, Granular and Subcut Depths

GEOSYNTHETIC

MATERIAL TYPE R1

PVC END CAP

(TYPICAL EACH SIDE)

INLET-TYPE 2 DOUBLE DRAINTILE

SEAL OPENING W/

NON-SHRINK GROUT

"MUSHROOM" MIN 3" BEYOND

INLET OPENING (TYP)

PRE CAST CONCRETE

CATCH BASIN BARREL

4" SCHEDULE 40 PVC SLEEVE WITH GASKET

& ABRASIVE EXTERIOR GROUTED IN PLACE

CONCRETE CURB

AND GUTTER

20 LF OF UNDERDRAIN PIPE

SCHEDULE 40 PVC PERFORATED 4IN

ON EACH SIDE PLACED ON FABRIC &

GRADED TO INLET. PROVIDE 4-ROW

PATTERN PERFORATIONS. PLACE

PERFORATIONS FACING DOWNWARD.

TYPICAL OF ALL INLETS. WRAP W/D3

OR D4 GEOSYNTHETIC MATERIAL AS

SPECIFIED BY NDDOT STANDARD

SPECIFICATIONS SECTION 858.01A.

CHIMNEY SEAL

(AS REQUIRED)

2" MIN

PROVIDE CAST-IN RUBBER-BOOTED

CONNECTION FOR UNDERDRAIN(S). IF

CONNECTION IS NOT FURNISHED,

CONTRACTOR TO CORE DRILL STRUCTURE

AND PROVIDE PVC TO CONCRETE ADAPTER

(SEE DETAIL BELOW).

3"

3

1

2

"

LUBRICATE GASKET AND

SLIP OVER PVC PIPE.

POSITION ADAPTER

SLEEVE IN CENTER OF CB

BARREL WALL AND GROUT

INTO PLACE WITH A

NON-SHRINK GROUT.

PVC TO CONCRETE ADAPTER

AGGREGATE

BASE

AGGREGATE BASE COURSE

CL 3 OR CL5 BEDDIGN

DENSITY AT 95% DENSITY

PIPE

PROPOSED AGGREGATE BASE

PROPOSED PAVEMENT AREA

3' CLAY CAP

98% DENSITY

AGGREGATE BASE

COURSE CL 3 OR CL 5

BACKFILL DEPTH VARIES

100% DENSITY

18" 18"

OD

6"

6"

1. MAXIMUM THICKNESS OF ANY ONE LIFT SHALL NOT EXCEED 8 INCHES LOOSE MATERIAL.

2. CLAY BACKFILL AND CLAY CAP SHALL BE COMPACTED TO SPECIFIED DENSITY AT 3% ± OF OPTIMUM MOISTURE

CONTENT.

3. TRENCH SIDE SLOPES SHOWN ARE FOR ILLUSTRATIVE PURPOSES ONLY. CONTRACTOR SHALL EXCAVATE TRENCH IN

ACCORDANCE WITH OSHA AND OTHER APPLICABLE REQUIREMENTS.

4. ALL COMPACTION TESTING SHALL BE DETERMINED BY THE STANDARD PROCTOR DENSITY TEST (NDDOT T99)

5. TRENCHES BACKFILLED WITH CLAY UNDER PROPOSED ROADWAYS SHALL BE COMPACTED TO 98% DENSITY (CLAY

CAP SPECIFICATIONS)

6. REMOVE AGGREGATE CLASS AA BACKFILL FROM EXISTING TRENCHES ENCOUNTERED DURING EXCAVATION AND

CONSTRUCT 3' CLAY CAP.

7. TRENCH/UTILITY STRUCTURE BACKFILL TESTING SHALL BE TAKEN FOR EACH LAYER OF COMPACTED AGGREGATE OR

CLAY BACKFILL. A LAYER OF COMPACTED AGGREGATE OR CLAY BACKFILL IS DEFINED BY A THICKNESS OF 12

INCHES (PLACED AND COMPACTED IN 6" LIFTS). EACH SIDE OF THE PIPE SHALL BE TESTED AND CONSIDERED ITS

OWN COMPACTED LAYER. THE ENGINEER MAY REVISE THESE REQUIREMENTS TO SUIT FIELD CONDITIONS.

ND

SU-6-986(120)124 21589 20 6

STANDARD DETAILS


NOTES:

1. INLET PROTECTION DEVICE SHALL BE MANUFACTURED TO BE RECESSED

WITHIN SPECIFIED OR EXISTING CASTING.

2. OVERFLOW TO BE SIZED AT A MINIMUM TO ACCOMMODATE THE GRATE

FLOW CAPACITY.

INLET PROTECTION

2/13/17 PLATE 69.04

GEOSYNTHETIC

MATERIAL

FILTER

RIGID FRAME

WITH RECESSED

OVERFLOW

CATCH BASIN

AREA DRAIN

CASTING

FRAME

GRATE

CURB HOOD

FLAP

MIN 6" C900 PIPE

MIN 6" WATTLE WRAPPED IN GEOTEXTILE

FABRIC OR APPROVED EQUAL

STOCKPILED MATERIAL

PIN GEOSYNTHETIC MATERIAL

TOGETHER TO

ATTACH WATTLE

TO FABRIC OR

APPROVED EQUAL

STOCKPILED MATERIAL

MIN 6" WATTLE WRAPPED

IN GEOSYNTHETIC MATERIAL OR

APPROVED EQUAL

MIN. 6" PVC PIPE

UNDER WATTLE AND

GEOSYNTHETIC MATERIAL



6" MIN

6" MIN

BERM

CURB

TRAFFIC CONE

STOCKPILE ON STREET

3/28/15 PLATE 69.10

ND

SU-6-986(120)124 21589 20 7

STANDARD DETAILS


GUTTER

STREET

15' TYP

8'-10' T

YP

A

A

1' DEEP MIN.

BACK OF CURB

FIBER ROLL

BACK OF CURB

BELOW GRADE

PLAN VIEW

BELOW GRADE

SECTION A-A

2' DEEP MIN.

CLEAN OUT

@ 80% OF

CAPACITY

1' MIN. FREEBOARD

MAY BE UP TO 4' DEEP DEPENDING

ON CAPACITY REQ'D

ABOVE GRADE

10 MIL PLASTIC (MIN)

PROVIDE MIN.

4" FREEBOARD

CLEAN OUT

@ 80% OF

CAPACITY

WOODEN STAKES

LENGTH & WIDTH

SIMILAR TO BELOW

GRADE OPTION

SQUARE BAILS OR

OTHER APPROVED MATERIAL

E

X

I

S

T

I

N

G

G

R

O

U

N

D

O

R

R

O

A

D

W

A

Y

BARRIER FENCE

(NEED NOT BE

SILT FENCE)

FIBER ROLLS

MAX 4' SPACING

FOR STAKES

EXISTING

GROUND

BARRIER

FENCE

CONCRETE WASHOUT

3/28/15 PLATE 69.11

14/2 STRANDED S.E.O.

CABLES TO LUMINAIRE

FUSE

CONNECT USING INSULATED

SPLICE

EXTEND AT LEAST 12" OF WIRE

BEYOND HANDHOLE.

HANDHOLE

APPROVED POLE (SEE

SPECS.)

POLE GROMMET

6" FROST LOOP

GROUND WIRE

COLORED WIRES TO BE

INSTALLED IN 1-1/2"

CONDUIT WITHIN 1' OF

POLE

POLE WIRE

ND

SU-6-986(120)124 21589 20 8

STANDARD DETAILS


LIFT OFF

HINGE

200A

METER SOCKET

LEXAN VIEW

PORT SIDE

AND REAR

VENT HOLES

UNDER ROOF

CAP

FRONT VIEW

SIDE VIEW

CONTACTORS

NOTES:

1. COMBINATION FEED POINT TO BE USED FOR TRAFFIC SIGNAL AND/OR

PEDESTRIAN CROSSING BEACON AND/OR STREET LIGHTS AS SHOWN ON

THE PLANS.

2. CABINET SHALL BE 14 GAUGE #304 STAINLESS STEEL.

3. HANDLE SHALL BE PADLOCKABLE STAINLESS STEEL WITH THREE POINT

LATCH.

4. HINGES SHALL BE LIFT-OFF.

5. INNER DEAD FRONT SHALL BE HINGED.

6. CABINET SHALL BE SUITABLE FOR SERVICE ENTRANCE.

7. ASSEMBLY SHALL BE UL508 LISTED.

8. PROVIDE CONCRETE SLAB 4" MIN. THICK, 6" WIDER THAN CABINET AT

REAR AND SIDES & 36" WIDER AT FRONT.

9. BILL OF MATERIAL:

A. 200A, 1PH., 120/240V LOAD CENTER

B. 1 - 200A 2P MAIN CIRCUIT BREAKER

C. 1 - 15A 1P BRANCH BREAKER

D. 1 - 20A 1P BRANCH BREAKER

E. 1 - 50A 1P BRANCH BREAKER

F. 4 - 60A 2P BRANCH BREAKER

G. 4 - 60A 2P MERCURY CONTRACTORS

H. TEST SWITCH

I. PHOTOCELL BASE

J. PHOTOCELL

K. 200A 2P BY-PASS METER SOCKET - STREET LIGHTS

L. 125A 2P BY-PASS METER SOCKET - TRAFFIC SIGNAL

M. 200A 2P AND 125A 2P METER

(200A METERED STREET LIGHTS)

(125A PEDESTRIAN TRAFFIC SIGNALS WITH UNMETERED OR NO

STREET LIGHTS)

N. PEDESTRIAN CROSSING CONTROLLER(PROVIDE ONLY WHEN USED

TO FEED PEDESTRIAN CROSSING)

C N

M

15/1

20/1

60/2

60/2

60/2

60/2

200/2

A

M

N

WRB

WIRING DIAGRAM

HOA

BARRIER

BEYOND

FRONT VIEW

DOOR REMOVED

PHOTO

CELL

C

C

C

N

N

N

RIGID

CONDUIT

PEDESTRIAN

CROSSING

CONTROLLER

(SEE NOTE 9N)

125A

METER

SOCKET

50/1

M

TRAFFIC SIGNAL

CONTROLLER

SEE NOTE 9M

SEE NOTE 9M

COMBINATION FEED POINT

5'

32

" M

IN

.

2" M

AX

.

4" M

IN

.

LO

WE

R R

AIL

F

OR

WA

LK

IN

G A

ID

S

SPACE TO ALLOW

FOR DRAINAGE

VERTICAL SUPPORTS

EXISTING GROUND

SIDEWALK BARRICADE

ND

SU-6-986(120)124 21589 20 9

STANDARD DETAILS


ax

4.

4.

CR

OS

S S

LO

PE

ND

SU-6-986(120)124 21589 30 1

EXISTING TYPICAL SECTION


S. WASHINGTON STREET

(NOT TO SCALE)

PERFORATED PVC EDGEDRAIN


12" AGGREGATE BASE COURSE

8" PCC PAVEMENT

NORTH BOUND MAINLINE

2.1% 2.1%

8" PCC PAVEMENT

12" AGGREGATE BASE COURSE


PERFORATED PVC EDGEDRAIN

SOUTH BOUND MAINLINE

12' (TYP.)

MATCH LINE

SURVEY CENTER LINE

& SECTION LINE

2.1%

MEDIAN WIDTH AND SLOPE VARIES

2.1%

2' 2'

12' (TYP.)

2' 2'

12' (TYP.) 12' (TYP.)

ND

SU-6-986(120)124 21589 30 2

PROPOSED TYPICAL SECTION


NO. 4 DEFORMED BAR

18" LENGTH, 18" O.C.

1" INFLOW

11' TURN LANE

WASHINGTON ST & 44th AVE S. (TYP.)

(NOT TO SCALE)

TY

PE

3 O

R 5 JO

IN

T

TB

C S

TA

TIO

NIN

G &

P

RO

FILE

RE

MO

VA

L LIM

IT

24" LANE WIDTH VARIES12"

NO. 4 DEFORMED BAR

18" LENGTH, 18" O.C.

TYPE 3 JOINT

1" INFLOW

EXISTING PERFORATED PVC EDGE DRAIN

EXISTING GEOSYNTHETIC MATERIAL

NEW GEOSYNTHETIC MATERIAL R1

PROPOSED 8" PCC

PAVEMENT

EXISTING 8" PCC PAVEMENT

12" SALVAGED BASE COURSE

EXISTING 12" AGGREGATE BASE COURSE

FOFO

FO FOFO

FO FOFO

FO FOFO FO

FOFO

FOFO

FOFO

FOFO

UGCUGC

UG

C

UG

C

UGC

UGC

U

G

E

G

A

S

FOFO

FO

FO

FO

FO

FOFO

FO FOFO

FO FOFO

FO FOFO FO

FOFO

FOFO

FOFO

FO

UGC

FOFO

FOFOFOFO

FOFOFOFOFO

FOFOFO

FOFOFOFO

FOFOFO

S. WASHINGTON ST. NORTHBOUND

44

TH

A

VE

. S

.

44

TH

A

VE

. S

.

ND

SU-6-986(120)124 21589 40 1

REMOVALS


Feet

0 60 120

REMOVAL OF CURB & GUTTER

0+00 TO 6+50 565 LF

6+50 TO 11+80 494 LF

REMOVAL OF CONCRETE PAVEMENT

0+00 TO 6+50 355 SY

6+50 TO 11+80 254 SY

REMOVAL OF PIPE - ALL TYPES AND SIZES

0+00 TO 6+50 20 LF

6+50 TO 11+80 26 LF

REMOVAL OF INLETS

3+29 1 EA

9+19 1 EA

44

TH

A

VE

. S

.


REMOVAL OF CONCRETE (BIKEPATH)

REMOVE

SIDEWALK

REMOVE CURB & GUTTER

REMOVAL OF CONCRETE

(8" PCC PAVEMENT)

REMOVAL OF INLETS

(TYPE 2 - DOUBLE)

REMOVAL OF CONCRETE

(8" PCC PAVEMENT)


REMOVAL OF CURB &

GUTTER

REMOVAL OF CONCRETE (SIDWALK)

REMOVAL OF CURB

& GUTTER

REMOVAL OF INLETS

(TYPE 2 - DOUBLE)

REMOVE STOP SIGN (BIKEPATH)

REMOVE STOP SIGN

REMOVE STOP SIGN

OBLITERATE

EXISTING

CROSSWALK

STRIPING

REMOVE

SIGN

5.6'

OBLITERATE

EXISTING STRIPING

S. WASHINGTON ST. SOUTHBOUND

44

TH

AV

E. S

.



825

826

828

830

832

834

836

838

825

826

828

830

832

834

836

838

299+20 300+00 301+00

CB 1

STA:300+12.94, 0.04L

TOC:835.69

INV: W:826.95

INV: E:826.95

14LF of 36" RCP @ 0.55%

36" RCP

INV: 826.87

36" RCP

INV: 826.87

36" RCP

INV: 826.87

6LF of 36" RCP @ 0.83%

FO

FO

FO

FO

FO

FO

FO

FO

305+00

305+26.62

CB 2

STA. 305+19.62

OFF: 0.00' L

36" STM

36" STM

9+

00

STA:9+42.05

OFF:3.25'R

STA:8+97.41

OFF:6.97'R

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

300+

26.5

7

300+00

CB 1

STA.300+12.94

OFF:-0.04' L

36" STM

36" STM

3+

00

825

826

828

830

832

834

836

838

825

826

828

830

832

834

836

838

304+40 305+00 306+00 306+20

CB 2

STA:305+19.62, 0.00L

TOC:835.97

INV: W:827.73

INV: E:827.73

20LF of 36"

RCP @ 0.55%

6LF of 36" RCP @ 0.55%

SU-6-986(120)124 21589 55 1

STORM PLAN AND PROFILE


Feet

0 5 10

Feet

0 2 4

INV. @ TIE-IN: 827.01

**FIELD VERIFY ELEVATION

INV @ TIE-IN: 827.70

(FIELD VERIFY)

EX. 36" RCP

S. W

AS

HIN

GT

ON

S

T.

SO

UT

HB

OU

ND

INSTALL 20 LF OF 4"

PERFORATED PVC

UNDERDRAIN

WITH SOCK

INSTALL 20 LF OF

4" PERFORATED

PVC

UNDERDRAIN

WITH SOCK

INSTALL 20 LF OF

4" PERFORATED

PVC UNDERDRAIN

WITH SOCK

INSTALL 20 LF OF

4" PERFORATED

PVC UNDERDRAIN

WITH SOCK


(FIELD VERIFY)

EX. 36" RCP

EX. 36" RCP


(FIELD VERIFY)

INLET-TYPE II DOUBLE 2 EA

3+30 (MAINLINE) 1 EA


PIPE CONC REINF 36IN CL III 46 LF

3+00 TO 3+75 (MAINLINE) 20 LF


PIPE PVC 4IN DRAIN 80 LF



CASTING INLET-TYPE 2-DOUBLE 2 EA



S. W

AS

HIN

GT

ON

S

T.

NO

RT

HB

OU

ND

S. W

AS

HIN

GT

ON

S

T.

SO

UT

HB

OU

ND

S. W

AS

HIN

GT

ON

S

T.

NO

RT

HB

OU

ND

MAINLINE

ALIGNMENT

MAINLINE

ALIGNMENT

Feet

0 20 40

STORM SEWER

ALIGNMENT

STORM SEWER

ALIGNMENT

FO FOFO FO

FOFO FO

FOFO FO

FOFO

FOFO

FOFO

FOFO

FO

R

R

FOFO

FO

FO

FO

FO

FO

FO

FO FOFO FO

FOFO FO

FOFO FO

FOFO

FOFO

FOFO

FOFO

FO

R R R R

R R R R

R

R

STA:6+13.03

OFF:43.79'R

2+00

3+00

4+00

5+00

6+00

STA:5+99.53

OFF:7.84'L

STA:4+18.59

OFF:7.75'L

STA:1+75.55

OFF:12.50'R

STA:1+44.16

OFF:12.55'R

STA:5+97.18

OFF:71.09'L

SIDEWALK END:

STA:6+19.14

OFF:115.62'L

SIDEWALK END:

STA:6+20.22

OFF:118.19'R

STA:6+13.17

OFF:74.07'R

STA:6+16.70

OFF:96.65'R

STA:6+14.06

OFF:85.50'R

STA:6+12.51

OFF:71.16'L

STA:6+15.84

OFF:92.96'L

STA:6+12.55

OFF:61.04'L

STA:6+12.68

OFF:43.44'L

STA:6+28.20

OFF:14.56'R

STA:6+13.15

OFF:69.02'R

835

836

837

838

835

836

837

838

1+40 2+00 3+00 4+00 5+00 6+00 6+30

83

6.9

3

836.89

83

6.8

0

836.74

83

6.6

6

836.60

83

6.5

3

836.45

83

6.4

5

836.31

83

6.4

1

836.16

83

6.3

4

836.02

83

6.2

5

835.87

83

6.1

9

835.73

83

6.1

5

835.70

83

6.2

5

835.78

83

6.3

7

835.86

83

6.4

0

835.94

83

6.4

5

836.02

83

6.4

5

836.10

83

6.4

4

836.18

83

6.4

2

836.26

83

6.5

1

836.34

83

6.5

7

836.42

83

6.6

6

836.50

83

6.7

3

836.58

83

6.8

0

836.66

83

6.8

6

836.74

83

6.7

5

ST

A:1+

44.16

ELE

V:837.00

ST

A:3+

29.70

ELE

V:835.66

ST

A:5+

99.61

ELE

V:836.74

-0

.7

2

%

0.4

0%

Existing TBC Profile

Proposed TBC Profile

SU-6-986(120)124 21589 60 1

PAVING PLAN AND PROFILE

STA 1+40 TO 6+50


Feet

0 40 80

Feet

0 4 8

CONCRETE MEDIAN PAVING -

5IN COLORED TERRACOTTA RED

8" PCC PAVEMENT

INSTALL SIDEWALK CONCRETE- 5IN

SIDEWALK

CONCRETE - 5IN

COMMON EXCAVATION TYPE C

1+40 TO 6+50 343 CY

SALVAGED BASE COURSE

1+40 TO 6+50 256 CY

GEOSYNTHETIC MATERIAL R1

1+40 TO 6+50 834 SY

SIDEWALK CONCRETE - 5IN

1+40 TO 6+50 144 SY

CONCRETE MEDIAN PAVING

1+40 TO 6+50 130 SY

CONCRETE MEDIAN NOSE PAVING

1+40 TO 6+50 16 SY

CURB & GUTTER TYPE I

1+40 TO 6+50 565 LF

DETECTABLE WARNING PANELS

6+17 10 SF

6+18 10 SF

6+33 20 SF

8IN NON-REINF CONCRETE PAVEMENT CL AE

1+40 TO 6+50 664 SY

8IN REINF CONCRETE PAVEMENT CL AE

1+40 TO 6+50 76 SY


Existing Pavement Edge Profile

Feet

0 20 40

10'

5'

5'

835

836

837

838

835

836

837

838

6+80 7+00 8+00 9+00 10+00 11+00 11+40

83

7.0

0

83

7.2

1

837.20

83

6.9

0

836.68

83

6.8

6

836.60

83

6.8

2

836.52

83

6.7

1

836.44

83

6.6

4

836.36

83

6.5

6

836.28

83

6.5

2

836.20

83

6.4

6

836.12

83

6.3

7

836.04

83

6.4

0

835.97

83

6.4

1

836.08

83

6.4

7

836.18

83

6.6

0

836.29

83

6.7

0

836.39

83

6.7

3

836.50

83

6.7

8

836.60

83

6.8

7

836.70

83

6.9

6

836.81

83

7.0

8

836.91

83

7.1

3

837.02

ST

A:9+

19.10

ELE

V:835.97

ST

A:11+

32.92

ELE

V:837.09

ST

A:7+

20.17

ELE

V:837.21

STA:7+12.51

ELEV:836.80

F

O

F

O

FOFOFOFOFOFOFO

FOFOFOFO

FOFOFO

FOFOFO

FOFOFOFO

FO

RR

R

R

R

R

R R

R

R

RR

RR

STA:7+05.31

OFF:43.70'R

STA:6+80.41

OFF:73.17'R

7+00

8+00

9+00

10+00

11+00

STA:7+05.35

OFF:72.95'R

STA:6+91.51

OFF:15.43'L

STA:7+19.84

OFF:14.40'R

STA:7+20.01

OFF:7.09'R

STA:8+96.99

OFF:7.00'R

STA:11+24.87

OFF:11.99'L

STA:11+32.92

OFF:9.69'L

STA:9+13.00

OFF:27.48'L

STA:9+26.06

OFF:27.46'L

Existing TBC Profile

0.5

2%

-0.4

0%

SU-6-986(120)124 21589 60 2

PAVING PLAN AND PROFILE

STA 6+50 TO 11+30


8" PCC PAVEMENT

COMMON EXCAVATION TYPE C

6+50 TO 11+33 443 CY

SALVAGED BASE COURSE

6+50 TO 11+33 278 CY

GEOSYNTHETIC MATERIAL R1

6+50 TO 11+33 954 SY


6+50 TO 11+33 144 SY

CONCRETE MEDIAN PAVING

6+50 TO 11+33 330 SY

CONCRETE MEDIAN NOSE PAVING

6+50 TO 11+33 20 SY

CURB & GUTTER TYPE I

6+50 TO 11+33 494 LF

DETECTABLE WARNING PANELS

6+82 10 SF

7+00 10 SF

8IN NON-REINF CONCRETE PAVEMENT CL AE

6+50 TO 11+33 691 SY

8IN REINF CONCRETE PAVEMENT CL AE

6+50 TO 11+33 162 SY

Existing Pavement Edge Profile

Feet

0 40 80

Feet

0 4 8

Feet

0 20 40

Proposed TBC Profile

CONCRETE MEDIAN PAVING -

5IN COLORED TERRACOTTA RED

SIDEWALK

CONCRETE - 5IN

5'

FOFO

FO FOFO

FOFO

FOFO

FOFO

FO

FOFOFO

FOFOFO

FOFO

FOFOFOFO

FO

FO

FO

FO

FO

FOFO

FO FOFO

FOFO

FOFO

FOFO

FO

ND

SU-6-986(120)124 21589 76 1

TEMPORARY EROSION CONTROL


Feet

0 60 120

INLET PROTECTION - SPECIAL

STA 3+29 4 EA

STA 6+45 2 EA

STA 6+73 2 EA

STA 9+19 4 EA

S. WASHINGTON ST.

44

TH

A

VE

. S

.





PROTECT

DOWNSTREAM

INLET (2)

PROTECT

DOWNSTREAM

INLET (2)

ND

SU-6-986(120)124 21589 77 1

PERMANENT EROSION CONTROL

STA 1+00 TO 6+50


Feet

0 40 80

SEEDING CLASS lll

1+00 to 6+50 0.05 ACRE

HYDROMULCH

1+00 TO 6+50 0.05 ACRE


44

TH

A

VE

. S

.

INSTALL SEEDING CLASS III

AND HYDROMULCH


44

TH

A

VE

. S

.

ND

SU-6-986(120)124 21589 77 2

PERMANENT EROSION CONTROL

STA 6+50 TO 11+50


Feet

0 40 80

SEEDING CLASS lll

6+50 to 11+50 0.02 AC

HYDROMULCH

6+50 to 11+50 0.02 AC

S. WASHINGTON ST.

44

TH

A

VE

. S

.

INSTALL HYDROMUCLH

INSTALL HYDROMUCLH

44

TH

A

VE

. S

.

STA:7+05.35

OFF:72.95'R

STA:6+80.41

OFF:73.17'R

STA:7+05.31

OFF:43.70'R

DETECTABLE

WARNING PANEL

STA:6+81.80

OFF:68.16'R

DETECTABLE

WARNING PANEL

STA:7+00.32

OFF:46.14'R

STA:6+13.03

OFF:43.79'R

STA:6+13.17

OFF:74.08'R

STA:6+14.06

OFF:85.51'R

STA:6+16.70

OFF:96.66'R

STA:6+19.26

OFF:107.29'R

STA:6+20.22

OFF:118.19'R

DETECTABLE

WARNING PANEL

STA:6+18.04

OFF:46.54'R

ND

SU-6-986(120)124 21589 80 1

ADA RAMP DETAILS


12:1 MAX

NE QUADRANT STA 7+00


SE QUADRANT STA 6+18


12:1 MAX

12:1 M

AX

44TH AVE. S.

S. W

AS

HIN

GT

ON

S

T.

NO

RT

HB

OU

ND

L

AN

E

S. W

AS

HIN

GT

ON

S

T.

NO

RT

HB

OU

ND

L

AN

E

44TH AVE. S.

2%

2%

2%

2'

CURB

TRANSITION

2'

CURB

TRANSITION

2'

CURB

TRANSITION

2'

CURB

TRANSITION

2'

CURB

TRANSITION

2'

CURB

TRANSITION

PROPOSED

SIGNAL

STANDARD

(S5)

PROPOSED

SIGNAL

STANDARD

(S3)

PROPOSED PEDESTRIAN PUSH BUTTON

PROPOSED

PEDESTRIAN PUSH

BUTTON

PROPOSED PEDESTRIAN PUSH BUTTON

PROPOSED

PEDESTRIAN

PUSH BUTTON

PROPOSED CONCRETE

SIDEWALK - 5IN

PROPOSED

CONCRETE

SIDEWALK - 5IN

Feet

0 10 20

PROPOSED

SIGNAL

STANDARD

(S4)

PROPOSED PULL BOX

STA:6+12.53

OFF:71.11'L

STA:6+13.39

OFF:82.20'L

STA:6+15.87

OFF:93.03'L

STA:6+18.41

OFF:104.21'L

STA:6+19.19

OFF:115.64'L

STA:5+97.18

OFF:71.09'L

DETECTABLE

WARNING PANEL

STA:6+17.64

OFF:45.72'L

DETECTABLE

WARNING PANEL

STA:6+33.21

OFF:61.01'L

DETECTABLE

WARNING PANEL

STA:6+33.21

OFF:71.06'L

ND

SU-6-986(120)124 21589 80 2

ADA RAMP DETAILS


SW QUADRANT STA 6+18


12:1 M

AX

12:1 MAX

44TH AVE. S.

S. W

AS

HIN

GT

ON

S

T.

SO

UT

HB

OU

ND

L

AN

E

2% MAX

2%

2

'

2

'

2'

CURB

TRANSITION

2'

CURB

TRANSITION

PROPOSED SIGNAL

STANDARD (S2)

PROPOSED

PEDESTRIAN

PUSH BUTTON

PROPOSED

PEDESTRIAN

PUSH BUTTON

Feet

0 10 20

PROPOSED

SIGNAL

STANDARD

(S1)

4.5

'

PROPOSED

PULL

BOX

FO FOFO

FO FOFO FO

FOFO FO

FOFO

FOFO

FOFO

FOFO

FOFO

UGCUGC

UGC

UGC

R

R

FOFOFO

FO

FO

FO

FO

FO

FO

FO FOFO

FO FOFO FO

FOFO FO

FOFO

FOFO

FOFO

FOFO

FOFO

R R R R

R R R R

R

R

F

O

F

O

FOFOFOFOFOFOFO

FOFO

FOFOFO

FOFO

FOFOFO

FOFOFO

FOFO

RR

R

R

R

R

R R

RR

RR

RR

ND

SU-6-986(120)124 21589 90 1

JOINT LAYOUT



44

TH

A

VE

. S

.

44

TH

A

VE

. S

.

MATCH

EXISTING

JOINT


44

TH

A

VE

. S

.

44

TH

A

VE

. S

.



Feet

0 40 80

MATCH INTO

EXISTING JOINTS

MATCH INTO

EXISTING JOINTS

11.2' (TYP.)

MAINLINE ALIGNMENT

MAINLINE ALIGNMENT

11.3' (TYP.)

SECTION SHEET

NO. NO.

100 1

D3-36 36"x6" STREET NAME SIGN (Sign and installation only) 6 54"x12" NEXT __ MILES (Mounted on warning sign post)

G20-1-60 60"x24" ROAD WORK NEXT __ MILES 34 48"x48" WORKERS SYMBOL

G20-1b-60 60"x24" WORK IN PROGRESS/ NO WORK IN PROGRESS (Sign and installation only) 26 48"x48" FRESH OIL

G20-2-48 48"x24" END ROAD WORK 11 19 209 48"x48" ROAD MACHINERY AHEAD or __ FT

G20-4-36 36"x18" PILOT CAR FOLLOW ME (Mounted to back of pilot car) 18 48"x48" SHOULDER WORK

G20-10-108 108"x48" CONTRACTOR SIGN 64 48"x48" RIGHT or LEFT SHOULDER CLOSED

G20-50a-72 72"x36" ROAD WORK NEXT __ MILES RT & LT ARROWS 37 48"x48" RIGHT or LEFT SHOULDER CLOSED AHEAD or __ FT.

G20-52a-72 72"x24" ROAD WORK NEXT __ MILES RT or LT ARROW 30 48"x48" SURVEY CREW AHEAD

G20-55-96 96"x48" SPEED LIMIT ENFORCED - MINIMUM FEE $80 WHEN WORKERS PRESENT 59 48"x48" BRIDGE PAINTING AHEAD or __ FT.

M1-1-36 36"x36" INTERSTATE ROUTE MARKER (Post and installation only) 10 48"x48" MATERIAL ON ROADWAY

M1-4-24 24"x24" U.S. ROUTE MARKER (Post and installation only) 10 48"x48" FRESH OIL LOOSE ROCK

M1-5-24 24"x24" STATE ROUTE MARKER (Post and installation only) 10 24"x24" TAKE TURNS (6" D letters) (Mounted on stop sign post)

M3-1-24 24"x12" NORTH (Mounted on route marker post) 7

M3-2-24 24"x12" EAST (Mounted on route marker post) 7

M3-3-24 24"x12" SOUTH (Mounted on route marker post) 7

M3-4-24 24"x12" WEST (Mounted on route marker post) 7

M4-8-24 24"x12" DETOUR (Mounted on route marker post) 7

M4-9-30 30"x24" DETOUR ARROW RIGHT or LEFT/AHD AND RT or LT 15

M4-10-48 48"x18" DETOUR ARROW RIGHT or LEFT 23

M5-1-21 21"x15" ARROW AHD AND RT or LT(Mounted on route marker post) 7

M5-2-21 21"x15" ARROW AHD UP & RT or LT (Mounted on route marker post) 7

M6-1-21 21"x15" ARROW RT or LT (Mounted on route marker post) 7

M6-2-21 21"x15" ARROW UP & RT or LT (Mounted on route marker post) 7

M6-3-21 21"x15" ARROW AHD (Mounted on route marker post) 7

R1-1-48 48"x48" STOP 32

R1-1a-18 18"x18" STOP and SLOW PADDLE Back to Back 2 5 10

R1-2-60 60"x60" YIELD 29

R2-1-48 48"x60" SPEED LIMIT __ 3 39 117

R2-1a-24 24"x18" MINIMUM FEE $80 (Mounted on Speed Limit post) 3 10 30 SPECIAL SIGNS

R3-5R-30 30"x36" RIGHT TURN ONLY 2 18 36 48"x12" NORTHBOUND WASHINGTON ONE LANE

R3-7-48 48"x48" LEFT or RIGHT LANE MUST TURN LEFT or RIGHT 1 35 35

R4-1-48 48"x60" DO NOT PASS 39

R4-7-48 48"x60" KEEP RIGHT SYMBOL 39

R5-1-48 48"x48" DO NOT ENTER 35

R6-1-36 36"x12" ONE WAY RIGHT or LEFT 13

R7-1-12 12"x18" NO PARKING 11

R9-9-24 24"x12" SIDEWALK CLOSED 4 4 16

R10-6-24 24"x36" STOP HERE ON RED 16

R11-2-48 48"x30" ROAD CLOSED 28

R11-2a-48 48"x30" STREET CLOSED 28

R11-3a-60 60"x30" ROAD CLOSED __ MILES AHEAD LOCAL TRAFFIC ONLY 31

R11-3c-60 60"x30" STREET CLOSED __ MILES AHEAD LOCAL TRAFFIC ONLY 31

R11-4a-60 60"x30" STREET CLOSED TO THRU TRAFFIC 31

W1-3-48 48"x48" RIGHT or LEFT SHARP REVERSE CURVE ARROW 35

W1-4-48 48"x48" RIGHT or LEFT REVERSE CURVE ARROW 35

W1-4b-48 48"x48" DOUBLE RIGHT or LEFT REVERSE CURVE ARROW 35

W1-6-48 48"x24" LARGE ARROW 26 TRAFFIC CONTROL SIGNS TOTAL UNITS

W3-1-48 48"x48" STOP AHEAD SYMBOL 35

W3-3-48 48"x48" SIGNAL AHEAD SYMBOL 35

W3-4-48 48"x48" BE PREPARED TO STOP 35

W3-5-48 48"x48" SPEED REDUCTION AHEAD 2 35 70

W4-2-48 48"x48" RIGHT or LEFT LANE TRANSITION SYMBOL 1 35 35

W4-7R-48 48"x48" THRU TRAFFIC MERGE RIGHT 1 28 28

W5-1-48 48"x48" ROAD NARROWS 35

W5-8-48 48"x48" THRU TRAFFIC RIGHT LANE 35

W5-9-48 48"x48" ROAD WORK TRAFFIC ONLY DOWN & LT or RT ARROW 35

W6-3-48 48"x48" TWO WAY TRAFFIC SYMBOL 35

W8-1-48 48"x48" BUMP 35

W8-3-48 48"x48" PAVEMENT ENDS 35

W8-7-48 48"x48" LOOSE GRAVEL 35

W8-9a-48 48"x48" SHOULDER DROP-OFF 35

W8-11-48 48"x48" UNEVEN LANES 35

W8-12-48 48"x48" NO CENTER STRIPE 35

W8-53-48 48"x48" TRUCKS ENTERING HIGHWAY 35

W8-54-48 48"x48" TRUCKS ENTERING AHEAD or __ FT. 35

W8-55-48 48"x48" TRUCKS CROSSING AHEAD or __ FT. 35

W8-56-48 48"x48" TRUCKS EXITING HIGHWAY 35

W9-3a-48 48"x48" CENTER LANE CLOSED SYMBOL 35

W12-1-48 48"x48" DOUBLE ARROW 1 28 28

W12-2-48 48"x48" LOW CLEARANCE SYMBOL 35

W13-1-24 24"x24" __ MPH ADVISORY SPEED PLATE (Mounted on warning sign post) 11

W13-4-48 48"x60" RAMP ARROW 39

W14-3-48 48"x36" NO PASSING ZONE 23

W20-1-48 48"x48" ROAD WORK AHEAD or _FT or _ MILE 9 35 315

W20-2-48 48"x48" DETOUR AHEAD or __ FT 35

W20-3-48 48"x48" ROAD or STREET CLOSED AHEAD or __ FT. 35

W20-4-48 48"x48" ONE LANE ROAD AHEAD or __ FT. 35

W20-5-48 48"x48" RIGHT or LEFT LANE CLOSED AHEAD or __ FT. 1 35 35

W20-7a-48 48"x48" FLAGGING SYMBOL 2 35 70

W20-7k-24 24"x18" __ FEET (Mounted on warning sign post) 10

W20-8-48 48"x48" STREET CLOSED 35

W20-51-48 48"x48" EQUIPMENT WORKING 35

UNITS

SUB

TOTAL

11

This document was

originally issued

and sealed by

David J. Kuharenko,

Registration Number

PE-8411,

on 8/10/17 and the

original document

is stored at the City of Grand


43

16

490

1

Traffic Control Devices List

35

35

NOTE:

If additional signs are

required, units will be

calculated using the formula

from Section III-19.06 of the

Design Manual.

http://www.dot.nd.gov/

26

1034

STATE

ND

PROJECT NO.

35

12

SU-6-986(120)124

UNITS

PER

AMOUNT

35

35

35

AMOUNT

REQUIRED

SIGN

SIZE

W20-52-54

DESCRIPTION

35

35

35

35

UNITS

PER

AMOUNT

UNITS

SUB

TOTAL

SIGN

NUMBER

W21-6a-48

W21-50-48

SIGN

NUMBER

SIGN

SIZEDESCRIPTION

AMOUNT

REQUIRED

W21-2-48

W21-3-48

W21-5-48

W21-5a-48

W21-51-48

W22-8-48

W21-1a-48

W21-5b-48

EACH

4

142

EACH

EACH

EACH

EACH

EACH

EACH

EACH

QUANTITY

80

772-2110 FLASHING BEACON - POST MOUNTED

704-1055

704-1060

704-1065

704-1067

704-1085

DELINEATOR

EACH

EACH

EACH

LF

EACH

EACH

EACH

EACH

704-1044

704-1043

ATTENUATION DEVICE-TYPE B-55

TUBULAR MARKERS

RAISED PAVEMENT MARKERS

SHORT TERM 4IN LINE - TYPE R

EACH

EACH

SF

LF

EACH

LF

EACH

EACH

SPEC & CODE

DESCRIPTION

FLAGGING704-0100 MHR

704-1000

SPEC &

CODEUNIT

762-0430

TYPE I BARRICADES

TYPE II BARRICADES

SHORT TERM 4IN LINE - TYPE NR

SEQUENCING ARROW PANEL - TYPE B

SEQUENCING ARROW PANEL - TYPE C

SEQUENCING ARROW PANEL - TYPE C - CROSSOVER

TYPE B FLASHERS

OBLITERATION OF PVMT MK

PORTABLE PRECAST CONCRETE MED BARRIER

PRECAST CONCRETE MED BARRIER - STATE FURNISHED

704-1086

704-1087

704-1088

704-1095

DELINEATOR DRUMS

TRAFFIC CONES

704-3510

704-1054 SIDEWALK BARRICADE

FLEXIBLE DELINEATORS

VERTICAL PANELS - BACK TO BACK

SEQUENCING ARROW PANEL - TYPE A

704-1041

PEDESTRIAN LONGITUDINAL BARRICADE

LF

762-0200

762-0420



EACH

704-1500

704-3501

704-1070

704-1072

704-1081

704-1050

704-1051

704-1052 TYPE III BARRICADES

8/10/2017 3:41 PM S:\7591 Permanent Traffic Signal at S Wash & 44th Ave S\Design\Sheets in Word\100-Traffic Control Device List VERSION: 4.4.2008

ROAD

WORK

AHEAD

ROAD

WORK

AHEAD

SPEED

LIMIT

25

MINIMUM

FEE

$80

SPEED

LIMIT

25

LEFT LANE

MUST

TURN LEFT

W20-1-48

W3-5-48

W20-1-48

R3-7L-48

W12-1-48

R2-1a-24

W4-2R-48

R2-1-48

ROAD

WORK

AHEAD

W20-1-48

NB

WASHINGTON

NB

ONE LANE

WASHINGTON

ONE LANE

ROAD WORK

END

G20-2a-48

ROAD WORK

END

G20-2a-48

ROAD WORK

END

G20-2a-48

ROAD

WORK

AHEAD

W20-1-48

ROAD WORK

END

G20-2a-48

MINIMUM

FEE

$80

SPEED

LIMIT

25

R2-1a-24

R2-1-48

ROAD WORK

END

G20-2a-48

ND

SU-6-986(120)124 21589 100 2


WORK ZONE TRAFFIC CONTROL

Feet

0 150 300

180'

100'

100'

180'

BAG EXISTING

SPEED LIMIT SIGN

EXISTING

SPEED LIMIT 40

47

TH

A

VE

. S

.



47

TH

A

VE

. S

.

S. 11TH ST.

46

TH

A

VE

. S

.

S. 11TH ST.

48

TH

A

VE

. S

.

48

TH

A

VE

. S

.

TYPE III BARRICADES

NOTE:

ALL SIGNS CONFLICTING WITH THIS PLAN SHALL BE BAGGED

L

ROAD WORK

END

G20-2a-48

ROAD WORK

END

G20-2a-48

ROAD

WORK

AHEAD

N

W20-1-48

ROAD

WORK

AHEAD

W20-1-48

ON Y

STOP

O LY

STOP

R3-5R

Existing

Stop Sign

Existing

Stop

Sign

R3-5R

ROAD WORK

END

G20-2a-48

ROAD

WORK

AHEAD

W20-1-48

W20-7-48

W20-7-48

ND

SU-6-986(120)124 21589 100 3



Feet

0 100 200

100'

100'

ARROW BOARD

44

TH

A

VE

. S

.

25' TYP.

42

ND

A

VE

. S

.

TYPE III BARRICADE (12)

BAG EXISTING

SPEED LIMIT SIGN

46

TH

A

VE

. S

.

TYPE III

BARRICADES (3)

180' TAPER

MA

TC

HL

IN

E

NOTE:


COVER WHEN NOT IN USE

COVER WHEN NOT IN USE

ROAD WORK

END

G20-2a-48

ROAD

WORK

AHEAD

SPEED

LIMIT

25

W20-1-48

W3-5-48

MINIMUM

FEE

$80

SPEED

LIMIT

25

R2-1a-24

W4-2L-48

R2-1-48

W20-5-48

LANE

CLOSED

AHEAD

LEFT

ROAD WORK

END

G20-2a-48

ROAD

WORK

AHEAD

W20-1-48

ROAD WORK

END

G20-2a-48

ROAD

WORK

AHEAD

W20-1-48

ND

SU-6-986(120)124 21589 100 4



Feet

0 150 300

180' 180'350' 180' 180'

EXISTING

SPEED LIMIT 40



40

TH

A

VE

. S

.

38

TH

A

VE

. S

.

SOUTH 11TH ST

180' TAPER

NOTE:


ND

SU-6-986(120)124 21589 100 5

PEDESTRIAN DETOUR


Feet

0 40 80

SIDEWALK

CLOSED

R9-9-24

ON SIDEWALK BARRICADE

SIDEWALK

CLOSED

R9-9-24


SIDEWALK

CLOSED

R9-9-24


SIDEWALK

CLOSED

R9-9-24


76LF OF PEDESTRIAN

LONGITUDINAL BARRICADE

97 LF OF PEDESTRIAN


22LF OF PEDESTRIAN


PROPOSED CONCRETE

DELINEATOR DRUM

PEDESTRIAN LONGITUDINAL

BARRICADE

100LF PEDESTRIAN


NOTE:

WHEN PEDESTRIAN LONGITUDINAL BARRICADES

ARE USED IN GRASS, THE FOLLOWING WILL BE

REQUIRED:

1. CONSTRUCT AN EVEN, HARD SURFACE WITH

MATERIAL SUCH AS WOOD OR METAL

BETWEEN PEDESTRIAN LONGITUDINAL

BARRICADES.

2. COAT THE SURFACE WITH A NON-SLIP, SKID

RESISTANT MATERIAL.

3. INCLUDE ALL COSTS TO FURNISH, MAINTAIN

AND REMOVE HARD SURFACE AND RESTORE

GRASS IN THE COSTS FOR THE BID ITEM

"PEDESTRIAN LONGITUDINAL BARRICADE".

STA:3+06.40

OFF:14.64'R

STA:3+14.53

OFF:10.71'R

BEGIN TAPER

STA:4+19.08

OFF:5.25'R

STA:4+50.15

OFF:3.56'R

STA:5+65.38

OFF:3.49'R

CENTER OF 24" STOPBAR

STA:6+07.51

OFF:39.25'R

STA:6+12.39

OFF:41.27'L

STA:3+06.45

OFF:26.77'R

ND

SU-6-986(120)124 21589 120 1

MARKING

STA 3+00 TO 6+20


Feet

0 30 60

S. WASHINGTON ST.

S. WASHINGTON ST.

44

TH

A

VE

. S

.

EPOXY PVMT MK 4IN LINE

3+00 to 6+20 80 LF


3+00 to 6+20 776 LF


3+00 to 6+20 45 LF

EPOXY PVMT MK-MESSAGE

3+14 16 SF

4+50 16 SF

5+65 16 SF

EPOXY PVMT MK CURB TOP & FACE

5+90 TO 6+20 12 LF

12

'1

2.5

'9

'1

2.5

'5

.6

'2

8'

9'

EPOXY PVMT MK

6IN LINE - WHITE

EPOXY PVMT MK

24IN LINE - WHITE

EPOXY PVMT MK 8IN LINE - WHITE

EPOXY PVMT MK

CURB TOP & FACE -

YELLOW

EPOXY PVMT MK MESSAGE - WHITE

15'

4' 6'

EPOXY PVMT MK

4IN LINE - WHITE

30'

(TYP.)

10'

(TYP.)

10'

(TYP.)

STA:6+17.88

OFF:43.44'L

BEGIN 4" EPOXY PVMT MK

4IN LINE - DOUBLE YELLOW

STA:6+61.33

OFF:179.83'R

CENTER OF STOPBAR

STA:6+59.23

OFF:78.87'R

STA:6+38.39

OFF:68.29'R

STA:6+39.87

OFF:73.78'R

BEGIN BEGIN 4" EPOXY PVMT MK

4IN LINE - DOUBLE YELLOW

STA:6+59.79

OFF:155.50'L

STA:6+60.56

OFF:75.58'L

STA:6+39.88

OFF:71.33'L

STA:6+35.49

OFF:60.78'L

STA:6+93.71

OFF:60.75'L

ND

SU-6-986(120)124 21589 120 2

MARKING

STA 6+20 TO 6+95


Feet

0 30 60

S. W

AS

HIN

GT

ON

S

T.

44TH AVE. S.

EPOXY PVMT MK PAINTED 4IN LINE

6+20 to 6+95 356 LF


6+20 to 6+95 182 LF

EPOXY PVMT MK PAINTED 24IN LINE

6+20 to 6+95 40 LF

20

'2

0'

EPOXY PVMT MK

6IN LINE - WHITE

EPOXY PVMT MK

24IN LINE - WHITE

4' 11'

EPOXY PVMT MK

6IN LINE - WHITE

EPOXY PVMT MK

24IN LINE - WHITE

4'6'

15

'1

5'

CENTER OF 24" STOP BAR

STA:7+10.75

OFF:5.10'R

STA:7+39.24

OFF:3.71'L

STA:7+00.06

OFF:43.89'R

STA:7+05.56

OFF:41.29'R

STA:8+71.99

OFF:3.42'L

BEGIN TAPER

STA:8+96.44

OFF:6.00'L

STA:10+11.73

OFF:15.60'L

STA:10+11.73

OFF:27.43'L

STA:10+11.52

OFF:11.86'L

ND

SU-6-986(120)124 21589 120 3

MARKING

STA 7+07 TO 10+50


Feet

0 30 60

S. WASHINGTON ST.

44

TH

A

VE

. S

.


6+95 to 10+12 80 LF


6+95 to 10+12 776 LF


6+95 to 10+12 57 LF

EPOXY PVMT MK-MESSAGE

7+39 16 SF

8+71 16 SF

10+11 16 SF

EPOXY PVMT CURB TOP & FACE

6+95 to 10+12 20 LF

EPOXY PVMT MK

CURB TOP & FACE

EPOXY PVMT MK

MESSAGE - WHITE

6' 4'

EPOXY PVMT MK

4IN LINE - WHITE

EPOXY PVMT MK

6IN LINE - WHITE

EPOXY PVMT MK

24IN LINE - WHITE

28

'

5.4

'

13

'9

.6

'1

2'

12

'1

3'

15'

EXISTING PAVEMENT

MARKING TO REMAIN

30'

(TYP.)

10'

(TYP.)

10'

(TYP.)

EPOXY PVMT MK

8IN LINE - WHITE

FOFO

FOFO

UG

C

UGC

UGCUGC

UGC

UG

C

UG

C

UGCUGC

UGC

UGC

UG

E

UGE

GA

S

GAS

FOFO

FOFOFO

FOFOFO

FOFOFOFO

FOFOFO

FOFO

FOFO

FOFO

FOFO

FOFO

FO

STREET LIGHT PULL BOX #1

STA:5+92.97

OFF:55.25'L


STA:7+22.79

OFF:55.43'L


STA:5+77.16

OFF:54.24'R

STA:6+24.71

OFF:77.17'R

STA:7+08.83

OFF:56.95'R

STA:7+01.67

OFF:74.55'L

REMOVE STREET LIGHT

STA:7+19.22

OFF:54.24'R

REMOVE STREET LIGHT

STA:5+92.97

OFF:55.25'L

STA:6+09.76

OFF:56.83'L

ND

SU-6-986(120)124 21589 140 1

LIGHTING LAYOUT

SOUTH WASHINGTON ST. & 44TH AVE. S.

Feet

0 40 80

STREET LIGHT #6 & #7

MOUNTED ON

TRAFFIC SIGNAL

STREET LIGHT #5 & #8

MOUNTED ON TRAFFIC

SIGNAL

TIE NEW CONDUCTORS INTO

EXISTING STREET LIGHT #1

TO REMAIN

TIE NEW CONDUCTORS

INTO EXISTING STREET

LIGHT #2 TO REMAIN

TIE NEW

CONDUCTOR

INTO EXISTING

STREET LIGHT #3

TO REMAIN

TIE

CONDUCTORS

INTO EXISTING

STREET LIGHT #4

TO REMAIN

NEW CONDUCTOR IN

EXISTING CONDUIT

NEW CONDUCTORS IN

EXISTING CONDUIT

REVISE LIGHTING SYSTEM

3+00 TO 10+00 1 EA

NEW CONDUCTORS IN

NEW CONDUIT

REMOVE EXISTING ELECTRICAL WIRE IN CONDUIT

REMOVE EXISTING ELECTRICAL WIRE IN CONDUIT

REMOVE EXISTING CONDUCTORS IN CONDUIT

NEW CONDUCTOR IN EXISTING CONDUIT

EXTEND/RELOCATE EXISTING CONDUITS TO NEW STREETLIGHT LOCATION

NEW CONDUCTORS IN NEW CONDUIT

NOTE:

ITEMS SHOWN ABOVE ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR

SHALL PROVIDE ALL MATERIALS, LABOR, AND EQUIPMENT NECESSARY FOR THE

LIGHTING SYSTEM TO BE FULLY OPERATIONAL AS SHOWN ON PLANS.

ELECTRICAL WIRE REMOVAL 1010 LF

STREET LIGHT REMOVAL 2 EA

INSTALL NEW CONDUIT 180 LF

INSTALL NEW ELECTRICAL WIRE 1010 LF

INSTALL NEW STREET LIGHTS 4 EA

FOFO

FOFO

FO

FOFO

FOFOFOFO

FOFO

FOFOFO

FOFO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FOFO

FOFO

FO

PULL BOX (PB1)

STA:6+21.07

OFF:79.11'L

SIGNAL STD. (S1)

STA:6+24.68

OFF:74.58'L

SIGNAL STD. (S2)

STA:6+09.76

OFF:56.83'L

STA:6+10.80

OFF:48.68'L

STA:6+10.55

OFF:48.73'R

SIGNAL STD. (S3)

STA:6+24.71

OFF:77.17'R

SIGNAL STD. (S4)

STA:6+95.57

OFF:76.54'R

STA:6+85.60

OFF:75.63'R

SIGNAL STD. (S5)

STA:7+08.83

OFF:56.95'R

STA:7+07.82

OFF:48.63'R

SIGNAL STD. (S6)

STA:7+01.67

OFF:74.55'L

PULL BOX (PB4)

STA:6+94.69

OFF:77.53'L

STA:7+08.55

OFF:58.94'L

STA:6+91.69

OFF:73.56'L

PULL BOX (PB3)

STA:6+10.13

OFF:66.32'R

STA:6+32.62

OFF:76.10'R

ND

SU-6-986(120)124 21589 150 1

TRAFFIC SIGNAL SYSTEM

TRAFFIC SIGNAL LAYOUT


Feet

0 15 30

11

10

12

13

14

15

16

1719

20

2

4

5

6

7

3

1

9

P1

P2

P3

P4

P5

P6

P7

P8

PP8

PP5

PP4

PP3

PP2

PP1

PP6PP7

S. WASHINGTON ST.

S. WASHINGTON ST.

44T

H A

VE

. S

.

LEGEND:

SIGNAL HEAD NUMBER

PEDESTRIAN HEAD NUMBER

PEDESTRIAN PUSH BUTTON

PP4

P4

11

MAST ARM AT 0°

MAST ARM-MOUNTED

SIGNAL HEADS (TYP.)

MAST ARM-MOUNTED

SIGNAL HEADS (TYP.)

SIGNAL HEADS 15 AT 90°

P5 AT 90°

SIGNAL HEADS 16 AT 180°

P6 AT 180°

POLE-MOUNTED SIGNAL HEAD ORIENTATION DETAIL

CONNECT TO NEW

FEED POINT

STA:5+89.45

OFF:124.07'L

INSTALL NEW CONTROLLER

STA:6+04.42

OFF:106.01'L

ND

SU-6-986(120)124 21589 150 2


TRAFFIC SIGNAL LAYOUT


Feet

0 30 60

5

16

12

13

14

15

10

3

2

9

1

4

6

7

8

18

17

20

19

11



44T

H A

VE

. S

.

SU-6-986(120)124 21589 150 3


SIGNAL STANDARD & HEAD LOCATIONS


23'

35'

1 2 3

5

4

6

44th Ave S

P1 P2

6'

56.5'

5'

12'

21'

28'

33'

44'

54'

58'

SOUTHBOUND SOUTH WASHINGTON STREET (SIGNAL STD 1 & SIGNAL STD 2)

SOUTH WASHINGTON STREET & 44TH AVENUE SOUTH

30

'

MIN

1

9', M

AX

2

1'

STA 6+24.68, 74.58'L

CENTER OF POLE

SIGNAL STD (S1)

PED. PUSH BTN 2

STA 6+32.62,

73.58'L

STA 6+09.76, 56.83'L

CENTER OF POLE

SIGNAL STD (S2)

PED. PUSH BTN 1

STA 6+10.80, 48.68'L

R3-5R

30" X 36"

EMERGENCY VEHICLE

PRE-EMPTION GPS

DETECTOR & LIGHT

RED LIGHT CONFIRMATION

INDICATOR

VIDEO DETECTION CAMERA #1

WITH 5' RISER

CAPPED

DEPARTURE ROADWAY

APPROACH ROADWAY

1'

16.7'8.1'7.2'

13'

THRU

13'

THRU

5.5'

MEDIAN

13'

LEFT

9'

PAINTED MEDIAN

4'

13'

RIGHT

12.3'

THRU

12.3'

THRU

9'

PAINTED MEDIAN

12.5'

LEFT5.5'

MEDIAN

FUTURE 5 SECTION

HEAD

SU-6-986(120)124 21589 150 4




Feet

0 15 30

24'

36.5'

57.5'

11 12 13

14

15

16

P5 P6

NORTHBOUND SOUTH WASHINGTON STREET (SIGNAL STD 4 & SIGNAL STD 5)

SOUTH WASHINGTON STREET & 44TH AVENUE SOUTH (PROPOSED)

22'

29'

44.5'

54'

59'

6'

30

'

MIN

1

9', M

AX

2

1'

STA 6+95.57, 76.54'R

CENTER OF POLE

SIGNAL STD (S4)

PED. PUSH BTN 6

STA 6+85.60, 75.63'R

STA 7+08.83, 56.95'R

CENTER OF POLE

SIGNAL STD (S5)

PED. PUSH BTN 5

STA 7+07.82, 48.63'R

R10-12

30" X 36"

EMERGENCY VEHICLE

PRE-EMPTION LIGHT


INDICATOR

VIDEO DETECTION CAMERA # 3

WITH 5' RISER

CAPPED

9'

PAINTED MEDIAN

12.5'

LEFT

5.5'

MEDIAN

14'

THRU

14'

THRU

8' 8.4' 18.7'

0.92'

5.5'

MEDIAN

12.5'

LEFT

9'

PAINTED MEDIAN

12.5'

THRU

12'

THRU

18.3'

DEPARTURE ROADWAY

APPROACH ROADWAY

24'

36.5'

57.5'

11 12 13

14

15

16

P5 P6

NORTHBOUND SOUTH WASHINGTON STREET (SIGNAL STD 4 & SIGNAL STD 5)

SOUTH WASHINGTON STREET & 44TH AVENUE SOUTH (FUTURE WITH RIGHT TURN LANE)

22'

29'

44.5'

54'

59'

6'

30

'

MIN

1

9', M

AX

2

1'

STA 6+95.57, 76.54'R

CENTER OF POLE

SIGNAL STD (S4)

PED. PUSH BTN 6

STA 6+85.60, 75.63'R

STA 7+08.83, 56.95'R

CENTER OF POLE

SIGNAL STD (S5)

PED. PUSH BTN 5

STA 7+07.82, 48.63'R

FUTURE SIGN

EMERGENCY VEHICLE

PRE-EMPTION LIGHT


INDICATOR

VIDEO DETECTION CAMERA # 3

WITH 5' RISER

CAPPED

9'

PAINTED MEDIAN

12.5'

LEFT

5.5'

MEDIAN

14'

THRU

14'

THRU

8' 8.4' 18.7'

0.92'

5.5'

MEDIAN

12.5'

LEFT

9'

PAINTED MEDIAN

12.5'

THRU

12'

THRU

13'

FUTURE RIGHT

5.3'

DEPARTURE ROADWAY

APPROACH ROADWAY

FUTURE 5

SECTION HEAD

44th Ave S

5'

12'

FUTURE

R3-5R

30" X 36"

44th Ave S

SU-6-986(120)124 21589 150 5




27.5'

18

19

20

S Washington St

P7 P8

6'

17.5'

22'

6'

35'

EASTBOUND 44TH AVENUE SOUTH (SIGNAL STD 3)


PED. PUSH

BTN 7

STA 6+32.62,

76.10'R

PED. PUSH BTN 8

STA 6+10.55, 48.73'R

30

'

MIN

1

9', M

AX

2

1'

EMERGENCY VEHICLE

PRE-EMPTION LIGHT

CAPPED

VIDEO

DETECTION

CAMERA #2

WITH 5'

RISER

STA 6+24.71, 77.17'R

CENTER OF POLE

SIGNAL STD (S3)


INDICATOR

14.1'7.9'6.5'

20'

THRU RIGHT & LEFT

20'

15'

THRU RIGHT & LEFT

DEPARTURE ROADWAY

APPROACH ROADWAY

SU-6-986(120)124 21589 150 6




31'

8

9 10

P3 P4

8'

18'

25.5'

33.5'

6'

WESTBOUND 44TH AVENUE SOUTH (SIGNAL STD 6)


30

'

MIN

1

9', M

AX

2

1'

Ped. Push Btn 4

Sta 7+09.05, 58.45'L

PED. PUSH

BTN 3

STA 6+91.69,

73.56'L

STA 7+01.67, 74.55'L

CENTER OF POLE

SIGNAL STD (S6)

EMERGENCY VEHICLE

PRE-EMPTION LIGHT

RED LIGHT

CONFIRMATION

INDICATOR

VIDEO

DETECTION

CAMERA #4

WITH 5' RISER

CAPPED

7.4'10'16.4'

15'

THRU RIGHT & LEFT

21'

20'

THRU RIGHT & LEFT

DEPARTURE ROADWAY

APPROACH ROADWAY

S Washington St

SU-6-986(120)124 21589 150 7


SIGNAL HEADS & CONDUCTOR SCHEDULE


(12" Lenses)

Heads

1,9,11,19

(12" Lenses)

Heads

2,3,4,5,6,8,10,12,13,

14,15,16,,18, 20

Future Heads

7,17

(12" Lenses)

Heads

P1,P2,P3,P4,

P5,P6,P7,P8

Blank Squares Denote a Red Indication

(A) When one phase is on alone, any nonconflicting

phase may start timing concurrently without

a clearance interval. (See Chart A)

(B) Pedestrian Movements, upon actuation

EMERGENCY VEHICLE PRE-EMPTION PHASING

WestBound SouthBound EastBound NorthBound

Phase

On

Non-Conflicting Phase

Allowed to Time Concurrently

1

2

4

5

6

8

Chart A

(A)

Protected Movement

Permitted Movement

Pedestrian Actuation

5 or 6

5 or 6

7 or 8

1 or 2

1 or 2

3 or 4

Ø8 Ø6 & Ø1 Ø4 Ø2 & Ø5

3

7

7 or 8

3 or 4

PHASE 1 PHASE 2 PHASE 4 PHASE 5 PHASE 6 PHASE 8

16

15

13

3

2

17

1

8

7

6

5

12

11

R

W W

R

W

R

W

R

W

R

W

R

2 3 4 5 6 7 8 3 4 5 6 7 8 1 5 6 7 8 1 6 7 8 1 7 8 1 2 3 4 5 6 712 3 4 52 3 42 3

(A)

(A)

(A)

(A)

10

18

Clear to Ø Clear to Ø Clear to Ø Clear to Ø Clear to Ø Clear to Ø

PHASE 3

R Clear to Ø

PHASE 7

R Clear to Ø

W W

4 5 6 7 8 1 2 8 2 3 4 5 61

20

19

14

9

4

S WASHINGTON & 44TH AVE S

CONTROLLER PHASING

SU-6-986(120)124 21589 150 8


SIGNAL CONTROLLER PHASING


SU-6-986(120)124 21589 150 9


TRAFFIC SIGNAL SYSTEM QUANTITIES


*Items shown above are for informational purposes only. Contractor shall provide all materials, labor, and equipment necessary for the signal system to be fully operational as shown in the plans

FOFO

UGCUGC

UG

CU

GC

UGC

UGC

U

G

E

G

A

S

ND

SU-6-986(120)124 21589 150 10


DETECTOR ZONE LAYOUT


Feet

0 60 120

ZONE

2-3

ZONE

2-2

ZONE

2-4

ZONE

2-5

ZONE

4-2

ZONE

4-3

ZONE

4-5

ZONE

4-4

ZO

NE

1-1

ZO

NE

3-1

ZONE

4-1

ZONE

2-1

44T

H A

VE

. S

.

Phase Diagram

EB

SB

NB

WB

6

1

8

2

5

4

VIDEO DETECTION CAMERA 3




ND

SU-6-986(120)124 21589 150 11

SIGN DESIGN DETAILS


S WashingtonSt

44th Ave

3.0" Radius, 1.0" Border, White on Blue;

[S Washington St] Letter Series D

80% Spacing

Table of letter and objects lefts.

3.0" Radius, 1.0" Border, White on Blue;

[47th Ae S] Letter Series D

80% Spacing

Table of letter and objects lefts.

S

44th Ave S

WashingtonSt

F

O

FO

FO

FO

FOFO

FO FOFO FO

FOFO

F

O

FOFOFOFO

FOFOFO

FOFOFO

FOFO

FO

F

O

FO

FO

FO

FOFO

FO FOFO FO

FOFO

ND

SU-6-986(120)124 21589 160 1

FIBER OPTIC INTRERCONNECT

SOUTH WASHINGTON ST. & 44TH AVE. S.

Feet

0 20 40

8

7

'

9

5

.3

'

55.4'

276.1'

649.7'

228.4'

422.3'119.4' 279.9'

550.7'

1

2

3

.1

'

NEW & EXISTING FIBER

IN NEW CONDUIT FROM

CONTROLLER TO NEW

PULL BOX

EXISTING FIBER IN EXISTING CONDUIT

FROM NEW PULL BOX TO

CONTROLLER @ 40TH AVE. S.

NEW FIBER IN EXISTING

CONDUIT FROM NEW

PULL BOX TO

CONTROLLER @ 47TH

AVE. S.


44

TH

A

VE

. S

.

42

ND

AV

E. S

.


47

TH

A

VE

. S

.4

7T

H A

VE

. S

.

S. 11TH ST.

S. 11TH ST.

40

TH

A

VE

. S

.

46

TH

A

VE

. S

.

40

TH

A

VE

. S

.

EXISTING

PULLBOX

NEW PULL BOX

EXISTING CONTROLLER

Documents

DESIGN DATA - dot.nd.gov 06/SU-6-98… · 200 1-7 Cross Sections ... INSTALL NEW ELECTRICAL CABLE IN EXISTING CONDUIT BEGIN ... bottom of the seal to provide bonding to the structure