Colquitt Darbyshire Signal Plans 01192026 (00.pdf

PDF 2 MB Posted Aug 20, 2026

Attached to: Darbyshire Rd and Doc Darbyshire Rd Traffic Signal Installation
Solicitation number: PE-77891-NONST-2027-000000093
Issued by: Columbia County, Georgia

About this file

Written by GovTribe AI · Aug 27, 2026

Traffic Signal Installation Plans for Colquitt County, Georgia

This document is a comprehensive set of traffic signal installation plans prepared by Maldino & Wilburn, LLC, for Colquitt County, Georgia, involving the installation of traffic signals at the intersection of Darbyshire Road and Doc Darbyshire Road. The project (Project No. 25-42) includes the installation of three steel strain poles with mast arms ranging from 40 to 50 feet, a signal control cabinet assembly, traffic signal heads with LED lights, inductive loop detectors, pedestrian signal pedestals with countdown timers, and associated electrical and drainage infrastructure. The plan set comprises seven detailed drawings covering proposed signal pole locations, traffic signal plans, directional boring specifications, general notes, marking plans with sidewalk details, drainage and grading plans, and a comprehensive quantities and materials list. Key quantities include three steel strain poles (one 40-foot, two 45-foot, and one 50-foot mast arm configuration), eight 3-section LED signal heads, three 4-section LED signal heads, four pedestrian signal pedestals, 8 inductive loop detectors, 230 linear feet of 5-inch directional bore, 100 linear feet of 7-inch directional bore, and 389 linear feet of 24-inch white thermoplastic traffic stripe.

The installation must comply with Georgia Department of Transportation (GDOT) standards and details, the Manual on Uniform Traffic Control Devices (MUTCD), and the National Electric Code (NEC). The project includes drainage improvements involving the installation and modification of storm drain pipes ranging from 18 to 30 inches in diameter, with associated flared end sections and junction box modifications. The contractor is responsible for furnishing and installing all equipment, materials, traffic control, temporary construction signing, utility coordination, and erosion control measures. Signal programming and timing are included under Pay Item 647-1000, with the contractor required to verify and revise the suggested timing parameters as needed. The contractor must submit catalog cut sheets for all proposed equipment for county approval prior to ordering or commencing construction and must coordinate with Colquitt EMC regarding power service connections (contact: Hunter Reagan, 229.985.3620).

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Colquitt Darbyshire Traffic Signal Bid Docume.pdf	PDF	Aug 20, 2026

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01-01

Plans Completed: 1/19/26

Proj.No.: 25-42

Revisions:

Signal Plans Prepared By: Vernon O. Wilburn, P.E.

COLQUITT COUNTY, GA

Traffic Signal Installation Plans

Darbyshire Rd & Doc Darbyshire Rd

Maldino & Wilburn, LLC

1864 Lower Fayetteville Rd Newnan, GA 30265

770.362.6184

Traffic Engineering Consultants

INDEX

DWG DESCRIPTION

No.

27-01 Proposed Signal Pole Locations 27-02 Traffic Signal Plan 27-03 Directional Boring Plan 27-04 Traffic Signal General Notes 27-05 Marking Plan and Sidewalk Details 27-06 Drainage Plan 27-07 Quantities

The following GDOT Details and Standards are not included in the plan set but are made a part of the plans by reference.

Georgia DOT Construction Details

T-11 Pavement Marking, 7/2024 TS-01A Loop Detector Installation Detail, 11/2020 TS-01B Inductive Loop Detector Installation, 11/2020 TS-02 Prefabricated Cabinet Base, 11/2020 TS-03 Pedestrian Facilities Installation, 11/2020 TS-04A Traffic Signal Support Structures, 11/2020 TS-04B Traffic Signal Support Structures, 11/2020 TS-05 Strain Pole and Mast Arm Foundations, 11/2020 TS-06 Grounding For Traffic Signal Support Structures, 11/2020 TS-07 Utility Clearance, 11/2020

Georgia DOT Standards

1011A Drainage Manholes 1030D Concrete Storm Pipe 1120 Flared End Section 9100 Standard Traffic Control General Notes, 3/2006 9102 Standard Traffic Control Detail for Lane Closure on Two-Lane Highways, 3/2006

Drainage Plan Prepared By: William D. Kent, P.E.

AutoCAD SHX Text

PROJECTLOCATION

COLQUITT COUNTY, GA

DARBYSHIRE RD and

DOC DARBYSHIRE RD

PROPOSED SIGNAL POLE LOCATIONS

Checked:

Backchecked:

Corrected:

Verified:

Date:

DRAWING No.

27-01

REVISION DATES

1864 Lower Fayetteville Rd Newnan, GA 30265 770.362.6184

0 30 60 120

SCALE IN FEET

1/19/26

Proj.No.: 25-42

AutoCAD SHX Text S

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SSMH TOP:331.68

AutoCAD SHX Text C

AutoCAD SHX Text T

AutoCAD SHX Text D

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SIGNAL LEGEND

AutoCAD SHX Text Strain Pole, TP IV

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DARBYSHIRE RD

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DOC DARBYSHIRE RD

AutoCAD SHX Text Strain PoleGrnd. El. ≈ 324Estimated Finished Ground = 324.00

AutoCAD SHX Text Strain PoleGrnd. El. ≈ 326Estimated Finished Ground = 326.05

AutoCAD SHX Text Strain PoleGrnd. El. ≈ 325Estimated Finished Ground = 325.45

AutoCAD SHX Text Strain PoleExisting Grnd. El. ≈ 324Estimated Finished Ground = 325.55

NOTES:1. This sheet shows the proposed poles in relation This sheet shows the proposed poles in relation to the existing conditions, especially the utilities and the proposed drainage pipes.2. The existing ground elevations are provided at The existing ground elevations are provided at each pole location along with the estimated finished ground elevations.3. Pole foundation depths shall be determined using Pole foundation depths shall be determined using GDOT details (TS-04A, TS-04B, TS-05).4. The depth determined in accordance with Note 3 The depth determined in accordance with Note 3 shall be installed below the existing grades. The foundations shall be constructed with additional depth so that the top of foundations are 2' above the finished grade.

COLQUITT COUNTY, GA

DARBSHIRE RD and

DOC DARBYSHIRE RD

TRAFFIC SIGNAL PLAN

Checked:

Backchecked:

Corrected:

Verified:

Date:

DRAWING No.

27-02

REVISION DATES

1864 Lower Fayetteville Rd Newnan, GA 30265 770.362.6184

0 30 60 120

SCALE IN FEET

1/19/26

Proj.No.: 25-42

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DARBYSHIRE RD

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DOC DARBYSHIRE RD

AutoCAD SHX Text Install: Steel Strain Pole, With 45 Mast Arm

AutoCAD SHX Text Install: Pullbox, TP 2 (Typ)

AutoCAD SHX Text Install: Conc. Sidewalk, 6", (Typ),See DWG 27-05

AutoCAD SHX Text Required Easement

AutoCAD SHX Text Install: Power Service Assembly, See Detail Below

AutoCAD SHX Text Install: Stop Line, 24", White (Typ), See DWG 27-05

AutoCAD SHX Text Install:- Control Cabinet- Pullbox, TP 3 (Typ)

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AutoCAD SHX Text O1

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PHASING DIAGRAM

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REGULATORY SIGNS

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AutoCAD SHX Text 12"

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SIGNAL HEADS W/TP IX BACKPLATESHAVING TP IX RETROREFLECTIVE TAPE

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LEFT TURN

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YIELD

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YELLOW

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ARROW

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ON FLASHING

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PEDESTRIAN SIGNALS

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AutoCAD SHX Text 12"

AutoCAD SHX Text 2A, 6A, 8A

AutoCAD SHX Text R10-3e(L)9"x15"

AutoCAD SHX Text R10-3e(R)9"x15"

AutoCAD SHX Text 18"

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TO CROSS

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PUSH BUTTON

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START CROSSING

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AutoCAD SHX Text 2,4,6,8

AutoCAD SHX Text Speed = 45 mph

AutoCAD SHX Text L2

AutoCAD SHX Text Speed = 45 mph

AutoCAD SHX Text Meter

AutoCAD SHX Text Ground Rod

AutoCAD SHX Text 332 Cabinet

AutoCAD SHX Text DETAIL - POWER SERVICE ASSEMBLYNot to Scale

AutoCAD SHX Text Conduit and 2c CableTo Power Service Pt(By Colquitt EMC)

AutoCAD SHX Text

SIGNAL LEGEND

AutoCAD SHX Text 3 Section Signal w/Backplate4 Section Signal w/Backplate

AutoCAD SHX Text Loop, Quadrupole, 6'x40'Loop, Dipole, 6'x6'

AutoCAD SHX Text Signal Control Cabinet

AutoCAD SHX Text Strain Pole, TP IV

AutoCAD SHX Text Pullbox, TP 2Pullbox, TP 3

AutoCAD SHX Text Pedestrian Pedestal w/Ped Signal

AutoCAD SHX Text Galvanized Steel Frame

AutoCAD SHX Text Not Used

AutoCAD SHX Text L6

AutoCAD SHX Text L6A

AutoCAD SHX Text L4A

AutoCAD SHX Text L4B

AutoCAD SHX Text L8B

AutoCAD SHX Text L8A

AutoCAD SHX Text L2A

AutoCAD SHX Text Colquitt EMC Contact:Hunter Reagan, 229.985.3620

AutoCAD SHX Text Install: Pedestrian Pedestal, Ped. Signals (Typ), 4 EA

AutoCAD SHX Text Install: Crosswalk, White, (Typ),See DWG 27-05

AutoCAD SHX Text Install: Loop Detector, Quadrupole,6'x40', (Typ)

AutoCAD SHX Text Install: Loop Detector,6'x6', 330' From Stopline

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AutoCAD SHX Text R10-5A9"x15"A

AutoCAD SHX Text Install: Conduit, 2", Trenched (Typ)

AutoCAD SHX Text 2" Galv. Telespar Tubing (TYP)

AutoCAD SHX Text 2' Telespar Tubing, Base (TYP)

AutoCAD SHX Text Disconnect

AutoCAD SHX Text Strut Channel (TYP)

AutoCAD SHX Text 2" GRS Conduitand 2c Cable

AutoCAD SHX Text Power Service Point

AutoCAD SHX Text P4

AutoCAD SHX Text NOTE:SEE DWG 27-03 ForDirectional Boring Plan

AutoCAD SHX Text Install: Steel Strain Pole, With 40' Mast Arm

Install: Steel Strain Pole, With 50' Mast Arm

DARBYSHIRE RD and DOC DABYSHIRE RD

TRAFFIC SIGNAL

DIRECTIONAL BORING PLAN

Checked:

Backchecked:

Corrected:

Verified:

Date:

DRAWING No.

27-03

REVISION DATES

1864 Lower Fayetteville Rd Newnan, GA 30265 770.362.6184

1/16/26

Proj.No.: 25-42

0 20 40 80

SCALE IN FEET

AutoCAD SHX Text D

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DARBYSHIRE RD

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DOC DARBYSHIRE RD

AutoCAD SHX Text Install: Directional Bore, 5", 110 LFDirectional Bore, 5", 110 LF HDPE Conduit, 2-2" , 110 LF, 220 GLF HDPE Conduit, 2-2" , 110 LF, 220 GLF , 110 LF, 220 GLF

AutoCAD SHX Text Install: Directional Bore, 7", 100 LFDirectional Bore, 7", 100 LF HDPE Conduit, 3-2" , 100 LF, 300 GLF HDPE Conduit, 3-2" , 100 LF, 300 GLF , 100 LF, 300 GLF

Install: Directional Bore, 5", 120 LFDirectional Bore, 5", 120 LF HDPE Conduit, 2-2" , 120 LF, 240 GLF HDPE Conduit, 2-2" , 120 LF, 240 GLF , 120 LF, 240 GLF

DARBYSHIRE RD and DOC DARBYSHIRE RD

TRAFFIC SIGNAL

GENERAL NOTES

Checked:

Backchecked:

Corrected:

Verified:

Date:

DRAWING No.

27-04

REVISION DATES

1864 Lower Fayetteville Rd Newnan, GA 30265 770.362.6184

1/19/26

Proj.No.: 23-xx

SIGNAL GENERAL NOTES

1. The Contractor shall furnish and install all equipment and materials needed to result in proper traffic signal operation as shown on the plans.2. The Contractor is required to program the signal controller database as needed to place The Contractor is required to program the signal controller database as needed to place the signals into operation. This sheet contains suggested phase timing and timing plan for initial operation. The contractor will verify the suggested timing and revise the database as needed to properly operate the intersection. Payment for signal timing is included in Pay Item 647-1000.3. The contractor shall submit catalog cut sheets for all proposed signal equipment and The contractor shall submit catalog cut sheets for all proposed signal equipment and electrical/ line hardware materials to the County for approval prior to ordering any equipment or starting any construction activity.4. Complete signal installation shall conform to all appropriate parts of The Manual On Complete signal installation shall conform to all appropriate parts of The Manual On Uniform Traffic Control Devices (MUTCD), Current Edition (Including Subsequent Published Rulings), GDOT Standards and Details, GDOT Standard Specifications, and The National Electric Code (NEC).5. Vehicular signal heads shall be erected to provide at least 17 feet, but no more than 19 Vehicular signal heads shall be erected to provide at least 17 feet, but no more than 19 feet, of clearance from the bottom of the signal heads to the top of the roadway surface. A minimum of 8 feet measured horizontally between the centers of the signal faces shall be provided.6. The contractor shall be responsible for all traffic control and construction signing during The contractor shall be responsible for all traffic control and construction signing during the project. The Contractor shall submit to the County a temporary traffic control plan within 10 days from award of contract. Temporary traffic control shall be installed within 10 days of approval. Payment for installing and maintaining all temporary traffic control is included in Pay Item 647-1000.7. The Contractor shall contact the 811 Utility Locator Service at 1-800-282-7411 prior to The Contractor shall contact the 811 Utility Locator Service at 1-800-282-7411 prior to the commencement of any construction activity.8. The Contractor shall field verify all existing utility line locations near proposed underground The Contractor shall field verify all existing utility line locations near proposed underground work prior to construction. Any damage to existing utility lines resulting from Contractor activities shall be repaired by the Contractor at no additional cost. The Contractor shall pothole to locate UG cables that are within 8 feet of any pole foundations or directional boring. The contractor shall coordinate utility relocations with the County and the affected utility companies. Payment for utility coordination shall be included in pay item 647-1000.9. At the discretion of the County, minor shifts (up to a maximum of 5 feet) in the At the discretion of the County, minor shifts (up to a maximum of 5 feet) in the location of new signal poles are acceptable to avoid underground utilities. Minimum clearances from the edges of pavement shall be maintained. Placement of the signal heads shall be retained as shown on the plans.10. The Contractor is responsible for all erosion control measures to ensure compliance with The Contractor is responsible for all erosion control measures to ensure compliance with all state and federal laws, regulations, and guidelines. erosion control shall be paid for under pay item 647-1000.11. The List of Materials and Quantities shown in the plans are for information only.The List of Materials and Quantities shown in the plans are for information only.

DARBYSHIRE RD and

DOC DARBYSHIRE RD

MARKING PLAN AND SIDEWALK DETAILS

Checked:

Backchecked:

Corrected:

Verified:

Date:

DRAWING No.

27-05

REVISION DATES

1864 Lower Fayetteville Rd Newnan, GA 30265 770.362.6184

1/19/26

Proj.No.: 25-42

0 20 40 80

SCALE IN FEET

AutoCAD SHX Text D

AutoCAD SHX Text Install: Conc. Sidewalk, 6", 9 SY

AutoCAD SHX Text Install: Conc. Sidewalk, 6", 14.5 SY

AutoCAD SHX Text Install: Conc. Sidewalk, 6", 8.8 SY

AutoCAD SHX Text Install: Conc. Sidewalk, 6", 8.9 SY

AutoCAD SHX Text Install: Traffic Stripe, 24", White (Typ)

AutoCAD SHX Text Install: Traffic Stripe, 8", White (Typ)

AutoCAD SHX Text Install: Traffic Stripe, 24", White, 27'

AutoCAD SHX Text Remove: Conflicting Markings

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DARBYSHIRE RD

AutoCAD SHX Text

DOC DARBYSHIRE RD

AutoCAD SHX Text Install: Traffic Stripe, 24", White, 29'

AutoCAD SHX Text Install: Traffic Stripe, 24", White, 23'

Install: Traffic Stripe, 24", White, 26'

TRAFFIC SIGNAL

DRAINAGE AND GRADING PLAN

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Corrected:

Verified:

Date:

DRAWING No.

27-06

REVISION DATES

1/19/26

Proj.No.: 25-42

0 20 40 80

SCALE IN FEET

Engineering & Surveying

I !NNOVATE

PHONE:229-249-9113 - www.innovatees.com 2214 N. Patterson Street, Valdosta, GA 31602

AutoCAD SHX Text D

AutoCAD SHX Text

DARBYSHIRE RD

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DOC DARBYSHIRE RD

AutoCAD SHX Text Remove:Connecting Pipe & F.E.S. (ST-14)Modify: Existing Junction Box Top:326.26' Inv In: 323.00' (ST-16) Inv In: 323.00' (ST-15) Inv Out: 322.06' (ST-13 Exist.)

AutoCAD SHX Text Install:24" HDPE, 32 LF, W/F.E.S. (ST-16) Slope:1.50% (ST-16)Slope:1.50% (ST-16)(ST-16) Inv In: 323.48' (ST-15)Inv In: 323.48' (ST-15)

AutoCAD SHX Text Install: 24" HDPE, 16 LF, W/F.E.S. (ST-15) Slope:4.50%Slope:4.50% Inv In: 323.72'Inv In: 323.72'

AutoCAD SHX Text Install: 18" HDPE, 40 LF, W/F.E.S. (ST-12) Slope:4.00%Slope:4.00% Inv In: 323.85'Inv In: 323.85'

AutoCAD SHX Text Remove:Connecting Pipe & F.E.S. (ST-11)Modify: Existing Junction Box Top:325.60' Inv In: 322.25' (ST-12) Inv In: 321.75' (ST-13 Exist.) Inv Out: 321.75' (ST-10)

AutoCAD SHX Text Install: 24" HDPE, 32 LF, W/F.E.S. (ST-10) Slope:0.50%Slope:0.50% Inv Out: 321.59'Inv Out: 321.59'

AutoCAD SHX Text Remove:F.E.S. (ST-7)Install: GDOT 1011A Top:325.50' Inv In: 321.71' (ST-9) Inv In: 322.65' (ST-8) Inv Out: 321.71' (ST-6 Exist.)

AutoCAD SHX Text Install:30" HDPE, 16 LF, W/F.E.S. (ST-9) Slope:3.50% Inv In: 322.27'Inv In: 322.27'

AutoCAD SHX Text Install: 24" HDPE, 24 LF, W/F.E.S. (ST-8) Slope:6.00%Slope:6.00% Inv In: 324.09'Inv In: 324.09'

AutoCAD SHX Text Remove:F.E.S.Install: GDOT 1011A (ST-4) Top:325.35' Inv In: 322.22' (ST-5) Inv In: 321.22' (ST-6 Exist.)

AutoCAD SHX Text Install:18" HDPE, 16 LF, W/F.E.S. (ST-5) Slope:6.00% Inv In: 323.18'Inv In: 323.18'

AutoCAD SHX Text Install: 30" HDPE, 32 LF, W/F.E.S. (ST-1) Slope:0.50%Slope:0.50% Inv Out: 320.98'Inv Out: 320.98'

AutoCAD SHX Text Install: GDOT 1011A (ST-2) Top:325.35' Inv In: 321.14' (ST-3) Inv Out: 321.14' (ST-1)

AutoCAD SHX Text Existing30" RCP(ST-6)

AutoCAD SHX Text Existing24" RCP(ST-13)

AutoCAD SHX Text NOTES:1. Grade Existing Ditches to Drain.Grade Existing Ditches to Drain.2. Backfill Ditches as Needed to Backfill Ditches as Needed to Achieve Proper Cover Over Pipes.3. All Construction Shall be in All Construction Shall be in Accordance with Colquitt County and GDOT Standards and Specifications.4. Standard BMP's Shall be Installed Standard BMP's Shall be Installed and Maintained for Erosion Control Measures, Including Grassing and Mulching.

Install:30" HDPE, 16 LF (ST-3) Slope:0.50%

TRAFFIC SIGNAL

QUANTITIES AND INPUT ASSIGNMENT

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Verified:

Date:

DRAWING No.

27-07

REVISION DATES

1864 Lower Fayetteville Rd Newnan, GA 30265 770.362.6184

1/19/26

Proj.No.: 25-42

AutoCAD SHX Text SUMMARY OF QUANTITIES (Other than Signal Items)

AutoCAD SHX Text

TRAFFIC SIGNAL SUMMARY OF QUANTITIES (27-02)

AutoCAD SHX Text Directional Boring (27-03)

AutoCAD SHX Text Pavement Marking (27-05)

AutoCAD SHX Text Drainage (27-06)

AutoCAD SHX Text Steel Strain Pole, TP 4, With 40' Mast Arm 1 Ea1 EaSteel Strain Pole, TP 4, With 45' Mast Arm 2 Ea2 EaSteel Strain Pole, TP 4, With 50' Mast Arm 1 Ea1 EaTraffic Signal Installation 1 LS1 LS

AutoCAD SHX Text Corner 18" HDPE 24"HDPE 30" HDPE Rem FES Mod Jbox 1011A18" HDPE 24"HDPE 30" HDPE Rem FES Mod Jbox 1011A24"HDPE 30" HDPE Rem FES Mod Jbox 1011A30" HDPE Rem FES Mod Jbox 1011ARem FES Mod Jbox 1011A Mod Jbox 1011AMod Jbox 1011A1011ASW 16 16 1 2 16 16 1 2 16 1 21 2 2 32NW 24 16 1 1 24 16 1 1 16 1 11 1 1SE 40 32 1 1 40 32 1 1 32 1 1 1 1 1 NE 16 1 1 16 1 1 16 1 11 11 32 32 32 TOTAL 54 104 64 4 2 3 54 104 64 4 2 3 104 64 4 2 3 64 4 2 3 4 2 3 2 3 3

AutoCAD SHX Text Leg 5" Bore 7" Bore 2" HDPE5" Bore 7" Bore 2" HDPE7" Bore 2" HDPE2" HDPENorth 110 LF 220 LF110 LF 220 LF220 LFEast 100 LF 300 LF100 LF 300 LF300 LFSouth 120 LF 240 LF120 LF 240 LF 240 LF240 LFTOTAL 230 LF 100 LF 760 LF230 LF 100 LF 760 LF100 LF 760 LF760 LF

AutoCAD SHX Text Leg 8" White 24" White 24" Stop Line8" White 24" White 24" Stop Line24" White 24" Stop Line24" Stop LineNorth 110 LF 67 LF 27 LF110 LF 67 LF 27 LF 67 LF 27 LF 27 LF 27 LFEast 104 LF 63 LF 26 LF104 LF 63 LF 26 LF 63 LF 26 LF 26 LF 26 LFSouth 129 LF 88 LF 23 LF129 LF 88 LF 23 LF 88 LF 23 LF 23 LFWest 117 LF 66 LF 29 LF117 LF 66 LF 29 LF 66 LF 29 LF66 LF 29 LF 29 LF29 LFTOTAL 460 LF 284 LF 105 LF460 LF 284 LF 105 LF 284 LF 105 LF 105 LF

AutoCAD SHX Text Sidewalk (27-05)

AutoCAD SHX Text Corner 5" Sidewalk 5" Sidewalk SW 8.9 SY 8.9 SYNW 8.8 SY 8.8 SYSE 9.0 SY 9.0 SYNE 14.5 SY 14.5 SY14.5 SYTOTAL 41.2 SY 41.2 SY

AutoCAD SHX Text

TRAFFIC SIGNAL LIST OF MATERIALS

AutoCAD SHX Text (Included in Pay Item 647-1000)

AutoCAD SHX Text Signal Controller Unit, Type 2070 LX 1 Ea 1 Ea Signal Cabinet Assembly, Model 332 1 Ea1 EaConflict Monitor, Model 2018 1 Ea1 EaSwitch Pack, 2 Channel 11 Ea11 EaDC Isolator 3 Ea3 EaPrefabricated Cabinet Base 1 Ea1 EaSignal Cable (14 AWG), 7c, 1000' Reel 3 Ea3 EaSteel Wire Strand Cable, In, 1000' Reel 3 Ea38 In, 1000' Reel 3 Ea3 Ea3-Section, 12' LED Signal, Polycarbonate (yellow) 8 Ea8 Ea4-Section, 12' LED Signal, Polcarbonate (yellow) 3 Ea3 EaBackplate for 3-Section Heads, Polycarbonate 8 Ea8 EaBackplate for 4-Section Heads, Polycarbonate 3 Ea3 EaHardware for Mast Arm Mounting 11 Ea11 EaPedestal Pole & Square Base 4 Ea4 Ea1-Section, 18"x18" Pedestrian Signal Housing(yellow) 8 Ea8 Ea18" LED Countdown Pedestrian Signal Insert,Full Hand/Man Overlap 8 Ea8 EaPedestrian Pushbutton Station 8 Ea8 EaPedestrian Dual Pushbutton Station Adapter(aluminum) 4 Ea4 EaPullbox, TP 2 8 Ea8 EaPullbox, TP 3 4 Ea4 EaConduit, 1", TP 2 200 LF 200 LFConduit, 2', TP 2 1000 LF 1000 LFInductive Loop Detector, 6x6 2 Ea2 EaIndictive Loop Detectors, 6x40 6 Ea6 EaElectrical Service Assembly, Incl. Conduit 1 Ea1 EaPower Disconnect 1 Ea1 EaR10-5A Sign, with Hanger 3 Ea3 EaMiscellaneous Materials 1 LS1 LS

AutoCAD SHX Text

PAY ITEMS

Pay Item No. Description Unit Quantity Description Unit Quantity Unit QuantityUnit QuantityQuantity 163-0232 Temporary Grassing AC 0.53 Temporary Grassing AC 0.53 AC 0.53 0.53 163-0240 Mulching AC 0.53Mulching AC 0.53AC 0.53 0.53 441-0106 Conc Sidewalk, 6 In SY 42 Conc Sidewalk, 6 In SY 42 SY 42 SY 42 SY 42 42 550-1180 Storm Drain Pipe, 18 In, H 1-10 LF 54Storm Drain Pipe, 18 In, H 1-10 LF 54 LF 54LF 54 54 550-1240 Storm Drain Pipe, 24 In, H 1-10 LF 104Storm Drain Pipe, 24 In, H 1-10 LF 104 LF 104LF 104 104 550-1300 Storm Drain Pipe, 30 In, H 1-10 LF 64Storm Drain Pipe, 30 In, H 1-10 LF 64 LF 64LF 64 64 550-4218 Flared End Section, 18 In, Slope Dr EA 2Flared End Section, 18 In, Slope Dr EA 2 EA 2EA 2 2 550-4224 Flared End Section, 24 In, Slope Dr EA 4Flared End Section, 24 In, Slope Dr EA 4 EA 4EA 4 4 550-4230 Flared End Section, 30 In, Slope Dr EA 2Flared End Section, 30 In, Slope Dr EA 2 EA 2EA 2 2 611-3100 Reconstruct JCT Box EA 2Reconstruct JCT Box EA 2 EA 2 2 615-1100 Directional Bore, 5 In LF 230Directional Bore, 5 In LF 230 LF 230 230 615-1100 Directional Bore, 7 In LF 100Directional Bore, 7 In LF 100 LF 100 100 639-4004 Steel Strain Pole, TP IV, w/40' Mast Arm EA 1Steel Strain Pole, TP IV, w/40' Mast Arm EA 1 1 639-4004 Steel Strain Pole, TP IV, w/45' Mast Arm EA 2Steel Strain Pole, TP IV, w/45' Mast Arm EA 2 2 639-4004 Steel Strain Pole, TP IV, w/50' Mast Arm EA 1Steel Strain Pole, TP IV, w/50' Mast Arm EA 1 1 647-1000 Traffic Signal Installation LS 1Traffic Signal Installation LS 1 LS 1 1 653-1704 Thermo Solid Traffic Stripe, 24 In, White LF 389 Thermo Solid Traffic Stripe, 24 In, White LF 389 LF 389 389 652-1804 Thermo Solid Traffic Stripe, 8 In, White LF 460 Thermo Solid Traffic Stripe, 8 In, White LF 460 LF 460 460

Sheets and Views

Model

1.pdf

Sheets and Views

11x17 Existing

2.pdf

Sheets and Views

Proposed

3.pdf

Sheets and Views

Boring

4.pdf

Sheets and Views

Gen Notes

5.pdf

Sheets and Views

Marking

6.pdf

Sheets and Views

Grading

7.pdf

Sheets and Views

Qunatities

File details come from the government source that posted it. Updated Aug 27, 2026.