11-CIZ25-TRN-3193 - 100% Plan Set ALL PAGES.pdf

PDF 24 MB Posted Sep 12, 2025

Attached to: Request for Bids – Three Intersections New Construction / Reconstruction – Old Seagoville Rd at N Masters Dr / N Hampton Rd at Leath St / Ferndale Rd at Walnut Hill Ln
Solicitation number: CIZ25-TRN-3193
Issued by: Dallas County, Texas

About this file

Written by GovTribe AI · Sep 24, 2025

This document is a detailed engineering plan set for a traffic signal and paving improvement project by the City of Dallas Department of Transportation and Public Works, focusing on the intersection of Ferndale Road and Walnut Hill Lane in Dallas County, Texas. The project involves comprehensive infrastructure modifications, including removing existing traffic signal assemblies, mast arms, foundations, signal heads, signs, concrete sidewalks, and pavement, followed by installing new traffic signal infrastructure. Key project notes specify coordination requirements with utility providers like Oncor and MCI, installation of new poles (including a 24' pole and a roadway illumination pole), and placement of new signal heads and pedestrian signals.

The project requires specific traffic control planning, with contractors mandated to submit a Traffic Control Plan (TCP) to the Department of Public Works for review and approval prior to construction. Lane closures are restricted to 9:30 AM to 3:30 PM on workdays, and contractors must obtain appropriate permits and call (214) 948-4290 for TCP approval. Additional site-specific considerations include working with adjacent property owners to minimize damage to existing infrastructure like irrigation systems and coordinating utility relocations. The engineering plans, prepared by Lambeth Engineering (a Texas Registered Engineering Firm), include detailed diagrams of existing conditions, proposed signal layouts, and comprehensive removal and installation specifications.

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Other files

File	Type	Posted
9-Addendum No. 1 - Unprotected BID Sheet and Full Plan Set All Pages Uploaded to Procurement Files.pdf	PDF	Sep 12, 2025
5-RFB Construction Ad 2025 - CIZ25-TRN-3193 - 09.12 09.19 FINAL.pdf	PDF	Sep 12, 2025
13-Addendum No. 3 - RFB Closing Date Extension.pdf	PDF	Sep 12, 2025
7-CIZ25-TRN-3193 - EXHIBIT A - City Forms.pdf	PDF	Sep 12, 2025
3-OPS-FRM-240 - Contractors Affidavit - Schedule of Work and Actual Payment.xlsx	XLSX spreadsheet	Sep 12, 2025
1-CIZ25-TRN-3193 - Request for Bid - Section A.pdf	PDF	Sep 12, 2025
4-OPS-FRM-640 -Team Make-Up and Local Workforce Form.xlsx	XLSX spreadsheet	Sep 12, 2025
2-CIZ25-TRN-3193 - Specifications - Section B.pdf	PDF	Sep 12, 2025
6-CIZ25-TRN-3193 - EXHIBIT B - Bid Sheet.xlsx	XLSX spreadsheet	Sep 12, 2025
10-CIZ25-TRN-3193 - EXHIBIT B - Bid Sheet UNPROTECTED.xlsx	XLSX spreadsheet	Sep 12, 2025
12-Addendum No. 2 - Pre-Bid Meeting Minutes and Attendance.pdf	PDF	Sep 12, 2025
8-CIZ25-TRN-3193 - 100% Plan Set.pdf	PDF	Sep 12, 2025

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EXISTING CONDITIONS & REMOVALS

L A M B E T H

ENGINEERING TEXAS REGISTERED ENGINEERING FIRM F-19508

REVIEW DRAWN DATE PROJECT NO. SHEET

CITY OF DALLAS, DALLAS COUNTY, TEXAS

LAMBETHLAMBETH

FERNDALE ROAD AT WALNUT HILL LANE

JULY 2024

6301 GASTON AVENUE, SUITE 1129, DALLAS, TX 75214

christy@lambetheng.com 469-784-9534

PAVING AND TRAFFIC SIGNAL IMPROVEMENTS

EXIST MAST-ARM ASSEMBLY, FND, SIGNAL HEADS, &

PUSH BUTTONS

EXIST 15' POLE, FND & SIGNAL HEAD

EXIST CONTROL CABINET & BBU

EXIST ELECTRIC SERVICE

EXIST LUMINAIRE

EXIST SIGNAL HEAD

EXIST GRD BOX - NO APRON

EXIST CONDUIT

EXIST PAVEMENT MARKING

REMOVE PAVEMENT MARKING

REMOVE RAISED PVMT MARKER

REMOVE STOP BAR OR CROSSWALK

EXIST SIGN - GROUND MOUNTED

REMOVE CONC SIDEWALK

REMOVE CONC PAVEMENT

NOTES:

1. THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING EXISTING PAVEMENT

MARKINGS, SIGNS, RIGHT-OF-WAY AND UNDERGROUND UTILITIES IS NOT GUARANTEED

TO BE ACCURATE AT THE TIME OF CONSTRUCTION. CONTRACTOR SHALL REQUEST

LINE LOCATES AND DETERMINE THE CURRENT LOCATION OF UNDERGROUND UTILITIES

PRIOR TO ANY DEMOLITION OR DRILLING.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COSTS ASSOCIATED WITH DESIGN OR

REPLACEMENT OF CITY INFRASTRUCTURE DUE TO DAMAGES CAUSED BY THE

CONTRACTOR DURING CONSTRUCTION.

3. ALL TRAFFIC SIGNAL EQUIPMENT REMOVED (EXCEPT THE TIE-ROD MAST ARMS AND

POLES) SHALL BE SALVAGED AND TRANSPORTED TO THE DEPARTMENT OF

TRANSPORTATION FIELD OPERATIONS FACILITY AT 3204 CANTON STREET, DALLAS, TX.

TRAFFIC CONTROL PLAN

A TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO

THE DEPARTMENT OF PUBLIC WORKS FOR REVIEW AND

APPROVAL BY TRAFFIC SAFETY COORDINATORS PRIOR TO

START OF CONSTRUCTION. NO TRAFFIC LANE OR SIDEWALK

ALONG ANY PUBLIC STREET OR ALLEY IS TO BE CLOSED

WITHOUT FIRST OBTAINING THE APPROPRIATE PERMIT(S).

CLOSURE OF ANY TRAFFIC LANE MUST BE RESTRICTED TO

THE HOURS OF 9:30AM TO 3:30PM WORKDAYS (HOURS MAY

DIFFER IN SCHOOL ZONES). CONTRACTOR MUST CALL (214)

948-4290 TO REQUEST APPROVAL OF TCP AND TO OBTAIN

RIGHT-OF-WAY PERMIT.

07-31-2024

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V4LT

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BUS STOP

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NP ANYTIME

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NP ANYTIME

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END 20MPH RESUME 35

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UNDERGRD UTILITY MARKER

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END 20MPH RESUME 35

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S5-1 099 20 MPH SCHL ZONE

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BUS STOP

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BUS STOP

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14.-REMOVE POLE -REMOVE FND -REMOVE 1 HEAD -REMOVE 1 SIGN -REMOVE GRD BOX

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1.REMOVE GRD BOX

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4. - REMOVE MAST ARM ASSEMBLY - REMOVE MAST ARM ASSEMBLY - REMOVE FND - REMOVE 4 HEADS - REMOVE 2 SIGNS

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3. - REMOVE MAST ARM ASSEMBLY - REMOVE MAST ARM ASSEMBLY - REMOVE FND - REMOVE 4 HEADS - REMOVE 2 SIGNS

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8. - REMOVE MAST ARM ASSEMBLY - REMOVE MAST ARM ASSEMBLY - REMOVE FND - REMOVE 4 HEADS - REMOVE 2 SIGNS

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10.-REMOVE CABINET -REMOVE FND

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7. REMOVE PRESSURE PAD DETECTOR & GROUND BOX

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13. REMOVE PRESSURE PAD DET & GROUND BOX

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9. REMOVE CONC SIDEWALK, CURB & PVMTREMOVE CONC SIDEWALK, CURB & PVMT

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START PNT TO REMOVE TIMBER/CONC LANDSCAPE EDGING. PAYMENT SUBSIDIARY TO ITEM 103

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6. -REMOVE POLE -REMOVE POLE -REMOVE FND -REMOVE GRD BOX -REMOVE 1 HEAD -REMOVE 1 SIGN

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MCI

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2. - REMOVE CONC SIDEWALK, CURB & PVMT- REMOVE CONC SIDEWALK, CURB & PVMT

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12. REMOVE CONC SIDEWALK, CURB & PVMTREMOVE CONC SIDEWALK, CURB & PVMT

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MCI

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MCI

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P-EASEMENT

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COORDINATE RELOCATION OF MCI FO VAULT

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WALNUT HILL LANE

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WALNUT HILL LANE

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FERNDALE RD

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FERNDALE RD

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5. - REMOVE CONC SIDEWALK, CURB & PVMT- REMOVE CONC SIDEWALK, CURB & PVMT

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START PNT TO REMOVE TIMBER/CONC LANDSCAPE EDGING. PAYMENT SUBSIDIARY TO ITEM 103

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LEGEND

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SCALE 1"=20'

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ELIZABETH A. RAMIREZ

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BEFORE YOU DIG

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P-6 P-7

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DISCLAIMER:

THE INFORMATION ON THE PLAN DRAWINGS CONCERNING THE TYPE AND LOCATION

OF UNDERGROUND UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL

INCLUSIVE AT THE TIME OF CONSTRUCTION. PRIOR TO DIGGING, DRILLING OR

BORING, THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING REQUEST

TICKETS TO THE CITY (311) AND TEXAS 811.ORG (811) TO MARK THE LOCATIONS OF

THEIR UNDERGROUND LINES.

PROPOSED TRAFFIC SIGNAL LAYOUT

L A M B E T H

ENGINEERING TEXAS REGISTERED ENGINEERING FIRM F-19508

REVIEW DRAWN DATE PROJECT NO. SHEET

CITY OF DALLAS, DALLAS COUNTY, TEXAS

LAMBETHLAMBETH

FERNDALE ROAD AT WALNUT HILL LANE

JULY 2024

6301 GASTON AVENUE, SUITE 1129, DALLAS, TX 75214

christy@lambetheng.com 469-784-9534

PAVING AND TRAFFIC SIGNAL IMPROVEMENTS

NOTES:

1. GENERAL NOTES PROVIDED ON SHEETS 2 AND 3.

2. DIMENSIONS TO LAYOUT POLE PLACEMENT ARE SHOWN ON SHEET 9.

3. POLE #4 - INSTALL 24' POLE TO MAINTAIN DISTANCE FROM OVERHEAD ELEC LINES.

4. POLE #9 - INSTALL ROADWAY ILLUMINATION POLE - (SA 30T-8) (30" DIA FND).

5. CONTRACTOR SHALL COORDINATE W MCI TO ADJUST THE ELEV AND/OR RELOCATION OF

EXISTING VAULTS.

6. SE CORNER: CONTRACTOR SHALL WORK WITH PROPERTY OWNER TO AVOID DAMAGE TO

THE EXISTING IRRIGATION SYSTEM.

7. SE CORNER: PROPERTY OWNER'S TIMBER LANDSCAPE WALL AND CONCRETE

LANDSCAPING MATERIALS ARE LOCATED IN THE PUBLIC ROW. CONTRACTOR SHALL

REMOVE THE PORTIONS DESIGNATED ON THE PLAN.

TRAFFIC CONTROL PLAN

A TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO

THE DEPARTMENT OF PUBLIC WORKS FOR REVIEW AND

APPROVAL BY TRAFFIC SAFETY COORDINATORS PRIOR TO

START OF CONSTRUCTION. NO TRAFFIC LANE OR SIDEWALK

ALONG ANY PUBLIC STREET OR ALLEY IS TO BE CLOSED

WITHOUT FIRST OBTAINING THE APPROPRIATE PERMIT(S).

CLOSURE OF ANY TRAFFIC LANE MUST BE RESTRICTED TO

THE HOURS OF 9:30AM TO 3:30PM WORKDAYS (HOURS MAY

DIFFER IN SCHOOL ZONES). CONTRACTOR MUST CALL (214)

948-4290 TO REQUEST APPROVAL OF TCP AND TO OBTAIN

RIGHT-OF-WAY PERMIT.

07-31-2024

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LIPTONSHIRE

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MCI

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MCI

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P-EASEMENT

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PROPOSED ELEC SERVICE DROP

AutoCAD SHX Text PROP PEDESTAL ELEC SERVICE 9702 FERNDALE (WO#2053494) TY D 120/240 070 (NS)SS(E)PS(U)

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INSTALL PTZ CAMERA AT TOP OF POLE

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WALNUT HILL LANE

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FERNDALE RD

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FERNDALE RD

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ITS

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PROP LOCATION TO MOVE EXISTING MCI VAULT

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PROPOSED LAYOUT FOR RELOCATION OF OF ONCOR POLE & CONNECTING FO LINES

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44' ARM

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48' ARM

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28' ARM

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28' ARM

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PROPOSED SIGNAL HEADS

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TYPE - H3 SH# =2,3,4,8,13,14,15,19

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TYPE H5FYA SH# = 7,12,18

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TYPE - PED SH#=5,6,10,11 16,17,21,22

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TYPE - H4LT SH# = 1

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TYPE-V3 SH# = 9,20

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AutoCAD SHX Text PROP POLE MAST-ARM, & FND PROP RDWY ILLUM POLE & FND REMOVE EXISTING FOUNDATION/POLE PROP ELEC SERVICE PROP CONTROLLER CABINET EXIST LUMINAIRE PROP LUMINAIRE PROP PED POLE, HEADS AND APS PROP CONDUIT & RUN NUMBER PROP SIGNAL HEAD PROP PEDESTRIAN HEAD PROP PED PUSH BUTTON EXIST ELEC GRD BOX PROP ELEC GRD BOX NO APRON PROP ELEC GRD BOX W APRON PROP TRAF SIGNAL COMM. GRD BOX PROP RADAR VEH DETECTOR PROP SIGN - STREET NAME PROP SIGN - MAST ARM/POLE PROP SIGN - GRD MOUNTED EXIST SIGN - GRD MOUNTED EXIST LUMINAIRE PROP SIDEWALK

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ITS

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LEGEND

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ELIZABETH A. RAMIREZ

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BEFORE YOU DIG

Alyssa Callin

CONDUIT, CABLE & DETECTION SUMMARIES

L A M B E T H

ENGINEERING TEXAS REGISTERED ENGINEERING FIRM F-19508

REVIEW DRAWN DATE PROJECT NO. SHEET

CITY OF DALLAS, DALLAS COUNTY, TEXAS

LAMBETHLAMBETH

FERNDALE ROAD AT WALNUT HILL LANE

JULY 2024

6301 GASTON AVENUE, SUITE 1129, DALLAS, TX 75214

christy@lambetheng.com 469-784-9534

PAVING AND TRAFFIC SIGNAL IMPROVEMENTS

NOTE: PHASING AND CABINET WIRING

PROPOSED SIGNAL PHASING AND WIRING SHOWN IN THESE TABLES AND ON THE PLANS IS SUBJECT TO CHANGE. CONTRACTOR SHALL WIRE THE PROPOSED SIGNAL AS SHOWN ON THE

CABINET PREPARATION NOTES (SUPPLIED BY THE CITY OF DALLAS).

07-31-2024

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WALNUT HILL LANE

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FERNDALE ROAD

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BARRIER

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PHASE 1 - NON PERMISSIVE LEFT-TURN

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PROPOSED SIGNAL PHASING

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ELIZABETH A. RAMIREZ

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SIGNAGE & PAVEMENT MARKINGS

L A M B E T H

ENGINEERING TEXAS REGISTERED ENGINEERING FIRM F-19508

REVIEW DRAWN DATE PROJECT NO. SHEET

CITY OF DALLAS, DALLAS COUNTY, TEXAS

LAMBETHLAMBETH

FERNDALE ROAD AT WALNUT HILL LANE

JULY 2024

6301 GASTON AVENUE, SUITE 1129, DALLAS, TX 75214

christy@lambetheng.com 469-784-9534

PAVING AND TRAFFIC SIGNAL IMPROVEMENTS

NOTES:

1. PAVEMENT MARKING MATERIALS AND APPLICATION THICKNESS ARE DEFINED IN

THE ATTACHED CITY OF DALLAS DEPARTMENT OF TRANSPORTATION 2020

GENERAL SIGNAL CONSTRUCTION SPECIFICATIONS.

2. PROPOSED TRAFIC SIGNAL FOUNDATIONS AND SIDEWALK RAMPS SHALL BE IN

PLACE PRIOR TO INSTALLATION OF STOP BAR AND CROSSWALK MARKINGS.

3. CITY STAFF MUST BE PRESENT TO APPROVE PAVEMENT MARKING LAYOUTS

PRIOR TO THE APPLICATION OF ANY PERMANENT MARKINGS. AT LEAST 48 HOURS

PRIOR TO MOBILIZATION, THE CONTRACTOR SHALL CONTACT THE CITY OF

DALLAS PAVEMENT MARKINGS SUPERVISOR TO SCHEDULE FIELD REVIEW AND

APPROVAL OF THE PROPOSED LAYOUT.

TRAFFIC CONTROL PLAN

A TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO

THE DEPARTMENT OF PUBLIC WORKS FOR REVIEW AND

APPROVAL BY TRAFFIC SAFETY COORDINATORS PRIOR TO

START OF CONSTRUCTION. NO TRAFFIC LANE OR SIDEWALK

ALONG ANY PUBLIC STREET OR ALLEY IS TO BE CLOSED

WITHOUT FIRST OBTAINING THE APPROPRIATE PERMIT(S).

CLOSURE OF ANY TRAFFIC LANE MUST BE RESTRICTED TO

THE HOURS OF 9:30AM TO 3:30PM WORKDAYS (HOURS MAY

DIFFER IN SCHOOL ZONES). CONTRACTOR MUST CALL (214)

948-4290 TO REQUEST APPROVAL OF TCP AND TO OBTAIN

RIGHT-OF-WAY PERMIT.

ONLY

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Watch for Vehicles

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To Finish Crossing

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TIMER

Walnut H ll 1 20 00 1 10 00

Fe 79 00 rndale 69 00

Walnut H ll 1 10 00 1 20 00

Fe 69 00 rndale 79 00

07-31-2024

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INSTALL 25' S OF BETHNAY CHURCH ALLEY

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115' FROM STOP BAR

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225' FROM STOP BAR

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NP COD#225

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INSTALL 100' FROM STOP BAR

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LEFT ARW LEGEND & DBL ARW LEGEND 115' FROM STOP BAR

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18"SLD(W)(19')

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100' DOTTED EXTENSION 6"BRK(W) (2' LINE, 7'CC) 4"TY II (C/R) 40'CC

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SCALE 1"=30'

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PROPOSED SIGNS

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AutoCAD SHX Text E,L,R,T,W,Y

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30"X36" R3-8 LK

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* SEE ATTACHED CITY OF DALLAS SIGN STANDARDS FOR SIGN COLOR, FONT TYPE, SIZE & SPACING. SEE ATTACHED CITY OF DALLAS SIGN STANDARDS FOR SIGN COLOR, FONT TYPE, SIZE & SPACING. STREET NAME SIGN LAYOUTS MUST BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION. ** PAYMENT FOR FURNISHING PUSH BUTTON SIGNS IS SUBSIDIARY TO ITEM 14.PAYMENT FOR FURNISHING PUSH BUTTON SIGNS IS SUBSIDIARY TO ITEM 14.

AutoCAD SHX Text 24X30 R10-5L

AutoCAD SHX Text A

AutoCAD SHX Text 9X15 SIGN R10-3e(**) (LT OR RT ARROW)

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12"X24" COD SIGN#225

AutoCAD SHX Text P,Q,S,U,V,X,Z

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24"X30" COD SIGN#120-B

AutoCAD SHX Text C,G,J,N

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12"X24" COD SIGN#079

AutoCAD SHX Text D,H,K,O

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NOT LABELED ON DRAWING. SUPPLIED WITH PUSH BUTTON

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LEGEND

AutoCAD SHX Text PROP MAST-ARM ASSEMBLY PROP RDWY ILLUM POLE PROP SIGN - STREET NAME PROP SIGN ON MAST ARM/POLE PROP SIGN - GRD MOUNTED EXIST SIGN - GRD MOUNTED PROP RAISED REFL MARKER EXIST RAISED REFL MARKER EXIST LANE LINE PROP LANE LINE

AutoCAD SHX Text

AutoCAD SHX Text 66120

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ELIZABETH A. RAMIREZ

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Alyssa Callin

P-8

P-9

P-5

P-4

P-2 P-1 P-3

PAVING - SIDEWALK / CURB RAMPS

L A M B E T H

ENGINEERING TEXAS REGISTERED ENGINEERING FIRM F-19508

REVIEW DRAWN DATE PROJECT NO. SHEET

CITY OF DALLAS, DALLAS COUNTY, TEXAS

LAMBETHLAMBETH

FERNDALE ROAD AT WALNUT HILL LANE

JULY 2024

6301 GASTON AVENUE, SUITE 1129, DALLAS, TX 75214

christy@lambetheng.com 469-784-9534

PAVING AND TRAFFIC SIGNAL IMPROVEMENTS

EXIST CONTOUR LINE

PROP CONTOUR LINE

EXIST ELEVATION FROM SURVEY

EXIST ELEVATION CALCULATED FROM SURVEY PNTS

PROPOSED ELEVATION

LIMITS OF PAVEMENT SAWCUT

PROPOSED CONC PAVEMENT

PROPOSED CONC SIDEWALK

PROP SIGNAL FND AND PUSH BUTTON

PROP SIGNAL GRD BOX

PROP SIGNAL COMM GRD BOX

PROP SIGNAL CONTROL BOX

PROP ELEC SERVICE METER

TRAFFIC CONTROL PLAN

A TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED

TO THE DEPARTMENT OF PUBLIC WORKS FOR REVIEW

AND APPROVAL BY TRAFFIC SAFETY COORDINATORS

PRIOR TO START OF CONSTRUCTION. NO TRAFFIC LANE

OR SIDEWALK ALONG ANY PUBLIC STREET OR ALLEY IS

TO BE CLOSED WITHOUT FIRST OBTAINING THE

APPROPRIATE PERMIT(S). CLOSURE OF ANY TRAFFIC

LANE MUST BE RESTRICTED TO THE HOURS OF 9:30AM

TO 3:30PM WORKDAYS (HOURS MAY DIFFER IN SCHOOL

ZONES). CONTRACTOR MUST CALL (214) 948-4290 TO

REQUEST APPROVAL OF TCP AND TO OBTAIN

RIGHT-OF-WAY PERMIT.

NOTES:

1. CONTRACTOR SHALL USE CONCRETE THICKNESS, COMPRESSIVE STRENGTH AND REINFORCEMENTS SPECIFIED IN THE CITY OF DALLAS PUBLIC WORKS DEPARTMENT STANDARD CONSTRUCTION DETAILS (FILE 251-D).

2. SIDEWALKS AND CURB RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PUBLIC RIGHT-OF-WAY

ACCESSIBILITY GUIDELINES (PROWAG).

3. IN AREAS ADJACENT TO ASPHALT OVERLAYS, CONTRACTOR SHALL INSTALL 24" ASPHALT TRANSITION WITH 2" LIP.

PAYMENT FOR FOR ASPHALT TRANSITIONS SHALL BE SUBSIDIARY TO ITEM #65.

4. IF THE RAMPS CANNOT BE CONSTRUCTED AS SHOWN ON THE PLANS (DUE TO UNFORESEEN FIELD CONDITIONS), THE CONTRACTOR SHALL CONTACT THE CITY ENGINEER TO DETERMINE AN ALTERNATE DESIGN. ANY VARIANCES DUE TO TO UTILITY CONFLICTS SHALL BE DOCUMENTED AND FORWARDED IN WRITING TO THE CITY ENGINEER.

5. SIDEWALK RAMP LANDINGS ADJACENT TO POLE FOUNDATIONS SHALL BE POURED UP TO THE FOUNDATION

LEAVING NO GAPS.

6. CONTRACTOR SHALL COORDINATE POLE FOUNDATION WORK WITH CURB RAMPS AND SIDEWALK INSTALLATIONS.

CONCRETE FORM LAYOUTS OF BOTH THE FOUNDATIONS & RAMPS SHALL BE REVIEWED AND APPROVED

SIMULTANEOUSLY PRIOR TO DRILLING FOUNDATIONS OR POURING CONCRETE.

7. CONTRACTOR SHALL ENSURE THE TOP ELEVATION OF THE FOUNDATION CORRESPONDS TO THE ELEVATION OF THE ADJACENT SIDEWALK, RAMP AND/OR RAISED CURB. UNLESS NOTED OTHERWISE ON THE PLANS, THE TOP OF PROPOSED FOUNDATIONS (POLE, ELECTRIC SERVICE AND CONTROLLER) SHALL BE A MINIMUM OF 2 INCHES ABOVE FINISHED GRADE. IN LOCATIONS WHERE THE FOUNDATION IS ADJACENT TO A RAISED CURB, THE TOP OF FOUNDATION SHOULD BE POURED TO MATCH THE ELEVATION OF THE CURB. THE ABOVE GRADE PORTION SHALL

BE IN ADDITION TO THE REQUIRED EMBEDDED DRILLED SHAFT LENGTH .

8. PROWAG R304.3.1 - RULE EXCEPTION: WHERE THE CURB RAMP RUN LENGTH MUST EXCEED 15 FEET TO ACHIEVE A 8.3% RUNNING SLOPE, THE CURB RUN LENGTH SHALL EXTEND AT LEAST 15' AND MAY HAVE A RUNNING SLOPE

GREATER THAN 8.3%.

07-31-2024

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text <-1.5%

AutoCAD SHX Text <-.05%X

AutoCAD SHX Text

ROW

AutoCAD SHX Text

ROW

AutoCAD SHX Text

ROW

AutoCAD SHX Text <-2.3%

AutoCAD SHX Text <-1.6%

AutoCAD SHX Text <-6.2%

AutoCAD SHX Text <-4.8%

AutoCAD SHX Text

<-3.9% EXIST

AutoCAD SHX Text

<-3.2% EXIST

AutoCAD SHX Text

7.5%-> EXIST

AutoCAD SHX Text

2.5%-> EXIST

AutoCAD SHX Text

<-3.5% EXIST

AutoCAD SHX Text

ROW

AutoCAD SHX Text

MCI

AutoCAD SHX Text

<-4.4% EXIST

AutoCAD SHX Text

<-5.2% EXIST

AutoCAD SHX Text

MCI

AutoCAD SHX Text

MCI

AutoCAD SHX Text <-3.8%

AutoCAD SHX Text <-1.8%

AutoCAD SHX Text

<-4.0% EXIST

AutoCAD SHX Text

5.0%-> EXIST

AutoCAD SHX Text

2.9%-> PARKWAY SLOPE

AutoCAD SHX Text <-4.0%

AutoCAD SHX Text <-3.7%

AutoCAD SHX Text <-4.3%

AutoCAD SHX Text <-7.9% (8)

AutoCAD SHX Text <-5.8%

AutoCAD SHX Text <-7.5%

AutoCAD SHX Text <-5.1%

AutoCAD SHX Text 0.7%->

AutoCAD SHX Text 1.8%->

AutoCAD SHX Text 1.9%->

AutoCAD SHX Text <-7.5%

AutoCAD SHX Text <-5.7%P

AutoCAD SHX Text <-6.9%P

AutoCAD SHX Text <-7.5%

AutoCAD SHX Text 1.4%->

AutoCAD SHX Text <-3.1%

AutoCAD SHX Text <-1.0%

AutoCAD SHX Text <-8.0%

AutoCAD SHX Text <-5.1%

AutoCAD SHX Text 7.1%->

AutoCAD SHX Text

<-6.3% EXIST

AutoCAD SHX Text 5.9%->

AutoCAD SHX Text 7.1%->

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1.5%-> EXIST

AutoCAD SHX Text

3.8%-> EXIST

AutoCAD SHX Text <-4.8%

AutoCAD SHX Text 10.3% ->(8)->

AutoCAD SHX Text 10.1% ->(8)->

AutoCAD SHX Text <-7.1%

AutoCAD SHX Text 582.19P 582.07X

AutoCAD SHX Text 581.54P 581.42X

AutoCAD SHX Text

583.29TC 582.74G

AutoCAD SHX Text 581.74P 581.64X

AutoCAD SHX Text 580.27P 580.23X

AutoCAD SHX Text 580.40P 580.33X

AutoCAD SHX Text 580.72P 580.62X

AutoCAD SHX Text

581.13TC 580.63P 580.58X

AutoCAD SHX Text 4.1%->

AutoCAD SHX Text <-4.3%

AutoCAD SHX Text

P-EASEMENT

AutoCAD SHX Text

ADJUST FO VAULT TO PROPOSED ELEV

AutoCAD SHX Text

581.31TC/G 581.25X

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583.46TC 583.00G

AutoCAD SHX Text <-1.4%

AutoCAD SHX Text 584.95X

AutoCAD SHX Text 584.78X

AutoCAD SHX Text <-1.4%

AutoCAD SHX Text

583.84TC 583.34G

AutoCAD SHX Text 0.3%->

AutoCAD SHX Text 583.39P 583.32-X

AutoCAD SHX Text 583.45P 583.39-X

AutoCAD SHX Text <-6.1%

AutoCAD SHX Text

START CONC CURB. INSTALL "BACK" OF CURB ON PROPERTY LINE

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WALNUT HILL LANE

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FERNDALE RD

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581.34TC 580.93G

AutoCAD SHX Text

580.83TC 580.35G

AutoCAD SHX Text

581.57TC 581.04G

AutoCAD SHX Text 1.8%->

AutoCAD SHX Text 584.86X

AutoCAD SHX Text 581.99

AutoCAD SHX Text <-5.8%

AutoCAD SHX Text

583.80 TC-X

AutoCAD SHX Text

ITS

AutoCAD SHX Text

582.81TC 582.31X

AutoCAD SHX Text <-1.3%

AutoCAD SHX Text <-4.0%

AutoCAD SHX Text <-2.4%P

AutoCAD SHX Text <-7.9% (8)

AutoCAD SHX Text 1.6%->

AutoCAD SHX Text <-4.8%

AutoCAD SHX Text 581.25X

AutoCAD SHX Text <-1.7%

AutoCAD SHX Text 2.5%->

AutoCAD SHX Text 1.9%->

AutoCAD SHX Text <-7.0%

AutoCAD SHX Text 1.0%->

AutoCAD SHX Text

581.75TC/G 581.70-X

AutoCAD SHX Text

582.78TC 582.28G 582.28-X

AutoCAD SHX Text 1'R

AutoCAD SHX Text <-2.6%

AutoCAD SHX Text 1.6%->

AutoCAD SHX Text 3.0%->

AutoCAD SHX Text

3.2%-> EXIST

AutoCAD SHX Text <-3.6%

AutoCAD SHX Text <-3.5%

AutoCAD SHX Text 581.63X

AutoCAD SHX Text

3.1%-> EXIST

AutoCAD SHX Text 6.6%

AutoCAD SHX Text <-1.7%

AutoCAD SHX Text <-5.3%

AutoCAD SHX Text <-7.5%X

AutoCAD SHX Text <-0.8%

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ROW

AutoCAD SHX Text

START CONC CURB. MATCH TOP OF EXISTING LANDSCAPE TIMBERS.

AutoCAD SHX Text 1.0%->

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BENCHMARK 581.87

AutoCAD SHX Text 580.00X

AutoCAD SHX Text 580.00G

AutoCAD SHX Text

580.50TC

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SCALE 1"=10'

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LEGEND

AutoCAD SHX Text 66120

AutoCAD SHX Text

ELIZABETH A. RAMIREZ

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AutoCAD SHX Text A

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AutoCAD SHX Text I

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AutoCAD SHX Text 580.00X

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580.00TC 580.00G

AutoCAD SHX Text BENCHMARK: SQUARE CUT FOUND OF THE MID POINT OF THE SQUARE CUT FOUND OF THE MID POINT OF THE CURB ON THE NORTHEAST CORNER OF THE FERNDALE ROAD AND WALNUT HILL INTERSECTION ELEVATION = 581.87'

Alyssa Callin

4/21/25

5/28/25

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JAMES B. MASTERS SURVEY- ABSTRACT NO. 936

NOAH HENDERSON SURVEY - ABSTRACT NO. 583

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N:\IF\Drawings\Signal05 - Masters Dr at Old Seagoville Rd (N)\cv-trt-pl-Masters_at_Old_Seagoville(N) - 01removal.sht

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FIRM REGISTRATION No: F-2144

FREESE AND NICHOLS

NAH

CITY OF DALLAS, TEXAS

DRAWN DATE SCALE NOTES FILE NO.

Dallas, Texas 75204

2711 North Haskell Avenue, Suite 3300

Tel (214) 217-2200

DESIGN

DEPARTMENT OF MOBILITY & STREET SERVICES

FEB

KRS

2017 BOND SIGNAL IMPROVEMENTS

RETSI

G E

R E

GNELANOI

S E

F O

T A

TE O

XETF

KEVIN R. ST. JACQUES

69700

MASTERS DR AT OLD SEAGOVILLE RD (N)

LEGEND

SCALE IN FEET

5'10'15' 30'

MASTERS DR

A G

O V I

MASTERS DR

EXISTING CONDITIONS AND REMOVAL

CONCRETE SIDEWALK REMOVAL

EXISTING SIGNS

S1 S2

NOTES

(SEE NOTE 5)

REMOVE EX SIGN (1 EA)

(SEE NOTE 5)

REMOVE EX SIGN (1 EA)

SAWCUT AND REMOVE EX CONC CURB & GUTTER (11 LF)

SAWCUT AND REMOVE EX CONC CURB & GUTTER (33 LF)

(REFER TO CONSTRUCTION DETAILS SHEET)

PAVEMENT AND CURB (59 SF)

SAWCUT AND REMOVE EX CONC MEDIAN

SAWCUT AND REMOVE EX CONC CURB & GUTTER (44 LF)

REMOVE EX CONC SIDEWALK AND RAMP (205 SF)

REMOVE EX CONC SIDEWALK AND RAMP (98 SF)

REMOVE EX CONC SIDEWALK AND RAMP (154 SF)

(40 LF)

FENCE (20'X20')

CHAIN-LINK

REMOVE 4'

SAWCUT AND REMOVE EX CONC CURB & GUTTER (12 LF)

REMOVE EX CONC SIDEWALK (183 SF)

CONCRETE MEDIAN AND PAVEMENT REMOVAL

Old Seagoville

Masters

10200

INTERSECTION UNTIL THE PROPOSED SIGNAL IS OPERATIONAL.

CONTRACTOR SHALL MAINTAIN THE EXISTING SIGNS AND OPERATIONS AT THIS

AND 62 QTYS AND PROPOSED PEDESTRIAN RAMP AND SIDEWALK LAYOUT).

INSTALLATION OF NEW CURB RAMP OR CONCRETE SIDEWALK (SEE ITEM 61

CURB RAMP AND SIDEWALK REMOVALS SHALL BE SUBSIDIARY TO THE

SHEET FOR ADDITIONAL INFORMATION.

WITHIN THE INTERSECTION. REFER TO PAVEMENT MARKINGS

PROPOSED MARKINGS. ELIMINATE EXISTING PAVEMENT MARKINGS

ELIMINATE EXISTING PAVEMENT MARKINGS WHICH CONFLICT WITH

THE ENGINEER DOES NOT CONFIRM OR VALIDATE THE EXISTING ITEMS SHOWN.

UNDERGROUND UTILITIES TO AVOID DAMAGE THERETO.

CONTRACTOR TO MAKE DETERMINATION AS TO THE TYPE AND LOCATION OF

GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. BEFORE CONSTRUCTION,

AND THE TYPE AND LOCATION OF UNDERGROUND UTILITIES IS NOT

TRAFFIC SIGNAL HARDWARE, PAVEMENT MARKINGS, SIGNING, RIGHT-OF-WAY,

THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING THE EXISTING

CONCRETE CURB W/WO GUTTER REMOVAL

SUMMARYREMOVAL

ITEM DESCRIPTION UNIT QUANTITY

97 SIGN TRAFFIC OFREMOVAL EA 2

* 4) NOTE (SEE SIDEWALK CONCRETE OFREMOVAL SY 234

105 (6") GUTTER AND CURB CONCRETE OFREMOVAL LF 100

209 PAVEMENT MEDIAN CONCRETEREMOVE SF 59

FENCE CHAIN-LINK 4'REMOVE LF 40

2-20-2025

Alyssa Callin

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N:\IF\Drawings\Signal05 - Masters Dr at Old Seagoville Rd (N)\cv-trt-pl-Masters_at_Old_Seagoville(N) - 02-1proposedlayout.sht

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M o d

NAH

CITY OF DALLAS, TEXAS

DRAWN DATE SCALE NOTES FILE NO.

Dallas, Texas 75204

2711 North Haskell Avenue, Suite 3300

Tel (214) 217-2200

DESIGN

DEPARTMENT OF MOBILITY & STREET SERVICES

FEB

KRS

LEGEND

CONTROLLER CABINET

RIGHT OF WAY

PROPOSED ELECTRICAL SERVICE

PROPOSED CONDUIT

PAN/TILT/ZOOM CAMERA

STOP BAR RADAR DETECTION

ADVANCE RADAR DETECTION

POST MOUNTED SIGN

SIGNAL POLE

PEDESTAL POLE

TRAFFIC SIGNAL HEAD

LED LUMINAIRE

BUTTON (PB1), AND SIGN (PS1)

PEDESTRIAN SIGNAL HEAD, PUSH

P-1

2017 BOND SIGNAL IMPROVEMENTS

GROUND BOX (LARGE)

GROUND BOX (MED)

FULL DEPTH REPLACEMENT

RETSI

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XETF

KEVIN R. ST. JACQUES

69700

MAST ARM MOUNTED SIGN

PROPOSED LAYOUT

MASTERS DR AT OLD SEAGOVILLE RD (N)

MASTERS DR

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

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

EX LIGHT POLE

A G

O V I

P-3 P-2

P-1

200S

MOUNTED ON MAST ARM

PROPOSED SIGNS

Old Seagoville

PED HEAD

LED COUNTDOWN

H5FLT

PROPOSED SIGNALS

S1S2

Masters Old Seagoville 10100 10100

S3 S1

SH 2

SCALE IN FEET

5' 10'15' 30'

SH 1,8,11,13

SH 5,12

GR Y R GR SY FY

300S

R3-4

40 MPH

D E T E C T

O N E

D E T E

C T

D E T E C T

O N E

To Finish Crossing

DON'T CROSS

START CROSSING

DON'T START

TIME REMAINING

TO CROSS

PUSH BUTTON

FLASHING

TIMER

STEADY

Vehicles

Watch For

If Started

Finish Crossing

R10-3EL

To Finish Crossing

DON'T CROSS

START CROSSING

DON'T START

TIME REMAINING

TO CROSS

PUSH BUTTON

FLASHING

TIMER

STEADY

Vehicles

Watch For

If Started

Finish Crossing

R10-3ER

PS11PS1, PS8, PS13

GR Y

H3L

SH 6,7

9,10

SH 3,4

P-4

P-5

STREET EASEMENT

CHAIN-LINK FENCE

PROPOSED 4'

(SEE NOTES 5 AND 6 ON SHEET 3)

FOUNDATION AND SIGNAL CABINET

INSTALL TRAFFIC SIGNAL CABINET

10E

PP:

POINT OF ELECTRICAL DELIVERY

ADDRESS:

(SEE NOTE 4 ON SHEET 3)

TY D (120/240) 070 (NS)SS(E)PS(U)

INSTALL ELECTRICAL SERVICE ES-O5-NO. 1

ADJACENT EXISTING

GRASS TO MATCH

R3-5R

S12

ARROW

YELLOW

FLASHING

YEILD ON

LEFT TURN

S13

R10-12A

S13

2-20-2025

Alyssa Callin

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P r o j e c t

F r e e s e a h o ls In c p e

F o n t s

D e f a u lt

M o d

NAH

CITY OF DALLAS, TEXAS

DRAWN DATE SCALE NOTES FILE NO.

Dallas, Texas 75204

2711 North Haskell Avenue, Suite 3300

Tel (214) 217-2200

DESIGN

DEPARTMENT OF MOBILITY & STREET SERVICES

FEB

KRS

2017 BOND SIGNAL IMPROVEMENTS

RETSI

G E

R E

GNELANOI

S E

F O

T A

TE O

XETF

KEVIN R. ST. JACQUES

69700

MASTERS DR AT OLD SEAGOVILLE RD (N)

MASTERS DR

A G

O V I

40'20'0 10'

SCALE IN FEET

DETAIL AT SE CORNER

DETAIL AT NW CORNER

R.O.W.

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

R.O.W.

DETAIL AT SW CORNER

PROPOSED LAYOUT

P-5P-4

P-1

P-3

1" = 5'

DETAIL AT SW CORNER

1" = 5' 1" = 5'

1" = 5'

8.8'

2-20-2025

Alyssa Callin t e

P lo t t e r d p w

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P r o j e c t

F r e e s e a h o ls In c p e

F o n t s

D e f a u lt

M o d

NAH

CITY OF DALLAS, TEXAS

DRAWN DATE SCALE NOTES FILE NO.

Dallas, Texas 75204

2711 North Haskell Avenue, Suite 3300

Tel (214) 217-2200

DESIGN

DEPARTMENT OF MOBILITY & STREET SERVICES

FEB

KRS

2017 BOND SIGNAL IMPROVEMENTS

RETSI

G E

R E

GNELANOI

S E

F O

T A

TE O

XETF

KEVIN R. ST. JACQUES

69700

PROPOSED QUANTITIES 1 OF 3

MASTERS DR AT OLD SEAGOVILLE RD (N)

NOTES

SUBSIDIARY TO ITEM 680.

INSTALLING THE ETHERNET CABLE SHALL BE CONSIDERED

THE TRAFFIC SIGNAL CONTROLLER CABINET. PAYMENT FOR

ETHERNET CABLE SHALL BE INSTALLED FROM THE CAMERA TO

PROVIDE THE CITY FOUR WEEKS NOTICE TO ARRANGE PICKUP.

BE CONSIDERED SUBSIDIARY TO ITEM 680. CONTRACTOR SHALL

THE FURNISHING AND INSTALLING MOUNTING EQUIPMENT SHALL

MOUNTING THE CCTV CAMERA ON THE MAST ARM. PAYMENT FOR

CONTRACTOR SHALL FURNISH AND INSTALL EQUIPMENT FOR

INSTALL A CCTV/PTZ CAMERA AND ETHERNET CABLE.

THE CITY OF DALLAS WILL FURNISH AND CONTRACTOR WILL

THE CITY OF DALLAS.

STANDARDS . CABINET PREPARATION NOTES WILL BE SUPPLIED BY

WIRING SHALL BE IN ACCORDANCE WITH THE CITY OF DALLAS

AT LEAST 2 WEEKS IN ADVANCE TO SCHEDULE PROGRAMMING.

DALLAS. CONTACT SRINIVASA VEERAMALLU, P.E. AT 214-670-5892

RADAR DETECTION ZONES WILL BE PROGRAMMED BY THE CITY OF

ADVANCE TO COORDINATE WORK.

MANAGEMENT CENTER AT 214-670-3095 AT LEAST 48 HOURS IN

CONTRACTOR SHALL CONTACT THE CITY OF DALLAS TRAFFIC

ACCOMODATE FIELD CONDITIONS.

DIGRAMMATIC ONLY AND MAY BE SHIFTED BY THE ENGINEER TO

THE LOCATIONS OF PROPOSED SIGNAL EQUIPMENT IS

CONTROLLER CABINET FOUNDATION (TYPE 3521

CONTRACTOR SHALL FURNISH AND INSTALL A BASE MOUNTED

LOCATIONS,

CITY AND ENGINEER TO MEET ON SITE TO DISCUSS NEW

SHOWN ON THE PLANS, THE CONTRACTOR SHALL CONTACT THE

IF SIGNAL POLES CANNOT BE INSTALLED IN THE LOCATIONS

SIGNAL FOUNDATIONS, LEAVING NO GAPS.

PROPOSED CURB RAMP LANDINGS SHALL BE POURED UP TO THE

CONSIDERED SUBSIDIARY TO ITEM 680.

REACH 10" OR LESS. PAYMENT FOR THE EXTENDER SHALL BE

FURNISH AND INSTALL A PUSH BUTTON EXTENDER TO MAKE THE

ACCESSIBLE PATH EXCEEDS 10", THE CONTRACTOR SHALL

DISTANCE FROM THE PUSH BUTTON TO THE EDGE OF THE

LANDING AREA (2% MAX SLOPE IN ANY DIRECTION), IF THE

PROPOSED APS UNITS SHALL BE PLACED ADJACENT TO A LEVEL

AND THE SIDE REACH TO THE PUSH BUTTONS 15 10" OR LESS.

RAMP LANDING AREAS ARE ADIACENT TO THE PUSH BUTTONS

RAMPS AND SIDEWALKS SHALL BE ADJUSTED SO THAT THE CURB

POURED PRIOR TO INSTALLATION OF THE CURB RAMPS, THE CURB

ADJACENT TO THE LANDING AREAS, IF SIGNAL FOUNDATIONS ARE

TO DETERMINE IF THE FOUNDATIONS NEED TO BE SHIFTED TO BE

NOTIFY THE CITY AND ENGINEER TO ARRANGE A FIELD MEETING

PRIOR TO DRILLING OF FOUNDATIONS, CONTRACTOR SHALL

SIDEWALK INSTALLATION, IF CURB RAMPS ARE CONSTRUCTED

ASSEMBLY FOUNDATION WORK WITH THE CURB RAMP AND

CONTRACTOR SHALL COORDINATE ALL TRAFFIC SIGNAL POLE

2% MAX CROSS SLOPE AND 2% RUNNING SLOPE.

RAMP LANDING AND PROPOSED SIDEWALKS SHALL NOT EXCEED

GUTTER AREA

TOWARDS THE STREET WITHOUT PONDING IN THE RAMP OR

CONTRACTOR SHALL ENSURE THAT ALL PEDESTRIAN RAMPS DRAIN

SUBSTITUTION OF DAMAGED IRRIGATION EQUIPMENT.

ON SITE. CONTRACTOR IS RESPONSIBLE FOR REPAIRS AND

THE QUANTITY APPROVED BY THE ENGINEER AND CONSTRUCTED

ARE ESTIMATED ONLY. PAYMENT FOR SIDEWALK SHALL BE FOR

THE PROPOSED RAMPS AND SIDEWALK QUANTITITIES PROVIDED

OTHER MISCELLANEOUS MATERIAL NECASSARY TO CONSTRUCT

CURB AND SIDEWALK, PROPOSED CURB ALONG SIDEWALKS, AND

EXCAVATION, REMOVAL AND DISPOSAL OF EXISTING CONCRETE

SIDWALKS SHALL INCLUDE ALL INCEDENTAL WORK, INCLUDING

INSTALLATION AND PAVEMENT FOR PROPOSED RAMP AND

DELIVERY TO ARRANGE ELECTRICAL SERVICE,

CONTRACTOR SHALL COORDINATE WITH ONCOR ELECTRIC

PICK-UP OF SIGNS.

CONTACT MR. JOHN LEMON AT 214-670-3324 TO SCHEDULE

PROPOSED SIGNS TO BE PROVIDED BY THE CITY OF DALLAS.

ALL EXISITING SIGNS TO REMAIN UNLESS OTHERWISE NOTED. ALL

SIGNAL LAYOUT NOTES.

REFER TO PROPOSED SIGNAL TABLES SHEETS FOR ADDITIONAL

TO ANY CONSTRUCTION.

CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES PRIOR

PATH TO THE APS CABINET CONTROL UNIT.

UTILIZE HARDWIRED CONNECTIONS FOR THE COMMUNICATIONS

SIGNAL CONTROLLER IN AN ATC CABINET, APS UNITS SHALL

SOLC PORT AND CABLING TO COMMUNICATE WITH THE TRAFFIC

APS CABINET CONTROL UNIT SUPPLIED SHALL NEED TO HAVE AN

18.

17.

16.

15.

14.

13.

12.

11.

10.

SUMMARY RUN CONDUCTOR ANDCONDUIT

NO.

RUN

(LF)

HLENGT

RUN

STATUS

CONDUIT

80)(SCHEDULE

TYPE

CONDUIT

STATUS

CABLE

CONDUCTORSELECTRICAL

AWG)

14(TY-A,

CABLEAPS

AWG) 14(TY-A,

CABLESIGNAL

DETECTION

PRESENCE

RADAR

DETECTION

ADVANCE

RADAR

PTZ*** FORCABLE

ETHERNET 5CAT

(LF)

LENGTH

RUN

NO.

RUN

38F 38E 38D 38C 38B 38A 45 44A 44B 44C 44D 44G 46A

(LF)

BORED

PVC4"

(LF)

TRENCH

PVC4"

(LF)

BORED

PVC3"

(LF)

TRENCH

PVC3"

(LF)

BORED

PVC2"

(LF)

TRENCH

PVC2"

BARE

6NO.

XHHW

6NO.

XHHW

8NO.

XHHW

12NO.

CABLE

CNDR2

CABLE

CNDR5

CABLE

CNDR7

CABLE

CNDR12

CABLE

CNDR25

CABLE

RADAR

CABLE

RADAR

(LF) CABLEPTZ

YQT LEN YQT LEN YQT LEN YQT LEN YQT LEN YQT LEN YQT LEN YQT LEN YQT LEN YQT LEN QTY LEN QTY LEN QTY LEN QTY LEN QTY LEN QTY LEN QTY LEN QTY LEN

1 92 I 1 92 METER TO DELIVERY OF POINT THE FROM ONCOR BY INSTALLED BE TO CONDUCTORSELECTRICAL 92 1

2 8 I 1 8 I 1 8 2 16 4 32 8 2

10 I 1 10 I 1 10 4 40 1 10 2 20 3 30 2 20 1 10 10

10 I 1 10 I 1 10 2 20 10

50 I 1 50 I 1 50 2 100 2 100 1 50 2 100 3 150 2 100 1 50 50

450 I 1 50 I 1 50 4 200 50

50 I 1 50 I 1 50 50

5 11 I 1 11 I 1 11 2 22 2 22 1 11 2 22 1 11 1 11 11 5

6 13 I 1 13 I 1 13 1 13 13 6

66 I 1 66 I 1 66 2 132 2 132 1 66 1 66 1 66 1 66 66

766 I 1 66 I 1 66 66

66 I 1 66 I 1 66 66

8 10 I 1 10 I 1 10 1 10 1 10 10 8

101 I 1 101 I 1 101 2 202 2 202 2 202 1 101 1 101 1 101 101

9101 I 1 101 I 1 101 101

101 I 1 101 I 1 101 101

10 11 I 1 11 I 1 11 2 22 1 11 1 11 1 11 11 10

106 I 1 106 I 1 106 106

12 26 I 1 26 I 1 26 1 26 1 26 26 12

110 I 1 110 I 1 110 2 220 1 110 110

110 I 1 110 I 1 110 110

(LF)SUBTOTAL 433 10 433 71 217 110 1182 470 610 0 686 0 0 285 309 380 243

P-1 P I 5 10 0 VARIES P-1

P-2 P I 80 220 70 18 45 VARIES P-2

P-3 P I 5 10 0 VARIES P-3

P-4 P I 80 5 116 0 36 45 VARIES P-4

P-5 P I 5 10 0 VARIES P-5

(LF)SUBTOTAL 0 0 0 0 0 0 0 0 0 160 20 366 70 0 0 54 90

(LF)TOTAL 433 10 433 71 217 110 1182 470 610 160 706 366 70 285 309 434 333

POLE STEEL INSIDE WIRE P=INSTALL SALVAGE; AND R=REMOVE CABLE; AC=AERIAL A=ABANDON; I=INSTALL; E=EXISTING; STATUS:CONDUIT

ARM MAST AND POLE SIGNAL THE WITHIN WIRING TO REFERSP-#:

METER. PEDESTAL THE TO DELIVERY OF POINT THE FROM CONDUIT PVC 2" A INSTALL SHALL CONTRACTOR*

METER. PEDESTAL THE TO DELIVERY OF POINT THE FROM CONDUCTORS ELECTRICAL THE INSTALL WILL ONCOR**

ITEMS TRAFFIC OF COST TO SUBSIDIARY IS POLE IN WIRING***

2-20-2025

Alyssa Callin t e

P lo t t e r d p w

F e b

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P r o j e c t

F r e e s e a h o ls In c p e

F o n t s

D e f a u lt

M o d

NAH

CITY OF DALLAS, TEXAS

DRAWN DATE SCALE NOTES FILE NO.

Dallas, Texas 75204

2711 North Haskell Avenue, Suite 3300

Tel (214) 217-2200

DESIGN

DEPARTMENT OF MOBILITY & STREET SERVICES

FEB

KRS

2017 BOND SIGNAL IMPROVEMENTS

RETSI

G E

R E

GNELANOI

S E

F O

T A

TE O

XETF

KEVIN R. ST. JACQUES

69700

PROPOSED QUANTITIES 2 OF 3

C U

R B

F A

CL OF POLE

MASTERS DR AT OLD SEAGOVILLE RD (N)

SUMMARY SIGN MOUNTEDPOST

NO.ITEM QUANTITY TYPE DESCRIPTION STATUS

NDIMENSIO

SIGN

60C 2 R1-2 YIELD I 36"x36"X36"

60C 2 R1-5 PEDS TO HERESTOP I 36"x36"

60C 1 R3-5R ONLY TURNRIGHT I 30"x36"

60C 1 W12-1 ARROWDOUBLE I 36"x36"

60C 1 R3-5 ONLY TURNLEFT 1 30"X36"

60C 1 R10-12A ARROW YELLOW FLASHING ON YIELD TURNLEFT 1 30"X36"

TOTAL 8

CHART TERMINATIONCABLE

COLORCNDR.

NO.

CNDR. CNDR.12

1CABLE

CNDR.25

2CABLE

CNDR.12

3CABLE

CNDR.25

4CABLE

CNDR.12

5CABLE

CNTRL.

TO P-1FROM

CNTRL

TO P-2FROM

CNTRL.

TO P-3FROM

CNTRL.

TO P-4FROM

CNTRL

TO P-5FROM

BLACK 1 SPARE SPARE SPARE SPARE SPARE

WHITE 2 COMSH COMSH COMSH COMSH COMSH

RED 3 SPARE

6Ø - 3,4,5SH

SPARE

2Ø - 9,10,12SH

SPARE

GREEN 4 SPARE

6Ø - 3,4,5SH

SPARE

2Ø - 9,10,12SH

SPARE

ORANGE 5 SPARE

6Ø - 3,4,5SH

SPARE

2Ø - 9,10,12SH

SPARE

BLUE 6

2Ø - 1SH

SPARE

4Ø - 8SH

4Ø - 11SH

2Ø - 13SH

BLACKWHITE/ 7

2Ø - 1SH

SPARE

4Ø - 8SH

4Ø - 11SH

2Ø - 13SH

BLACKRED/ 8 SPARE SPARE SPARE SPARE SPARE

BLACKGREEN/ 9 SPARE

4Ø - 6,7SH

SPARE SPARE SPARE

BLACKORANGE/ 10 SPARE

4Ø - 6,7SH

SPARE SPARE SPARE

BLACKBLUE/ 11 SPARE

4Ø - 6,7SH

SPARE SPARE SPARE

WHITEBLACK/ 12 SPARE SPARE SPARE SPARE SPARE

WHITERED/ 13

ARW) (LTR

OLA - 2SH

SPARE

WHITEGREEN/ 14

ARW) (LTG

1Ø - 2SH

SPARE

WHITEBLUE/ 15

ARW) (LTY

OLA - 2SH

SPARE

REDBLACK/ 16 SPARE SPARE

REDWHITE/ 17 SPARE SPARE

REDORANGE/ 18 SPARE SPARE

REDBLUE/ 19

ARW) (LTFY

OLA - 2SH

SPARE

GREENRED/ 20 SPARE SPARE

ORANGE/GREEN 21 SPARE SPARE

BLACK 22 SPARE SPARE

WHITE 23 SPARE SPARE

RED 24 SPARE SPARE

GREEN 25 SPARE SPARE

SUMMARY SIGN SIGNALTRAFFIC

SIGN #

NO.

ITEM

TYPE LEGEND STATUS SUPPORT

NDIMENSIO

SIGN

S1 60A NAMESTREET SEAGOVILLEOLD I P-2 VA x24"

S2 60A NAMESTREET MASTERS I P-2 VA x24"

S3 60A NAMESTREET SEAGOVILLEOLD I P-4 VA x24"

PS1 ** R10-3EL BUTTON PUSHPED I P-1 15" x9"

PS8 ** R10-3EL BUTTON PUSHPED I P-3 15" x9"

PS11 ** R10-3EL BUTTON PUSHPED I P-5 15" x9"

PS13 ** R10-3ER BUTTON PUSHPED I P-4 15" x9"

S8 60A R3-4 U-TURNNO I P-4 36" x36"

RELOCATE = R INSTALL, = ISTATUS:

DALLAS OF CITY THE BY PROVIDED SIGNS NAME STREET*

SYSTEM PEDESTRIAN TO SUBSIDIARY ARE SIGNS BUTTON PUSH**PED

QUANTITIES BOXGROUND

NO.ITEM DESCRIPTION UNIT QTY

43C (16X28X18) BOX GROUNDLARGE EA 5

23A,74A) 22A, 20B, 20A, 19B, 19A, (ITEMS (FT) ASSEMBLIES POLE SIGNALTRAFFIC

NUMBER

POLE

NO.ITEM STATUS A B C D E F G H I

(EA)

HEADS

OFNO. (Y/N)LUM

DET.

RADAR (FT) LENGTH SHAFTDR.

TYPE

FDN.

DIA24" DIA30" DIA36"

74A

ITEM

34A

ITEM

34B

ITEM

34D

ITEM

P-1 24C I 7 POLE SIGNALPEDESTRIAN 10 - - - - - 6 24-A

4Ø P-2 20B I 24 12 - - 36 19 - - 2 N - 16 36-B

6Ø P-2 20B I 7 19 11 14 - 44 19 30 13 3 Y 2 - -

P-3 24C I 5 POLE SIGNALPEDESTRIAN 10 - - - - - 6 24-A

P-4 20A I 9 16 13 - - 44 19 30 13 2 Y 3 14 36-A

P-5 24C I 11 POLE SIGNALPEDESTRIAN 10 - - - - - 6 24-A

TOTAL: 2 5 18 0 30

PHASE FUTURE IN F:INSTALL REL=RELOCATE; E=EXISTING; I=INSTALL;STATUS:

HEADS SIGNAL PEDESTRIAN OR HEADS SIGNAL SIDEMOUNT VERTICAL INCLUDE NOT DOES*

BCD

2-20-2025

Alyssa Callin t e

P lo t t e r d p w

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V .1

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P r o j e c t

F r e e s e a h o ls In c p e

F o n t s

D e f a u lt

M o d

NAH

CITY OF DALLAS, TEXAS

DRAWN DATE SCALE NOTES FILE NO.

Dallas, Texas 75204

2711 North Haskell Avenue, Suite 3300

Tel (214) 217-2200

DESIGN

DEPARTMENT OF MOBILITY & STREET SERVICES

FEB

KRS

2017 BOND SIGNAL IMPROVEMENTS

RETSI

G E

R E

GNELANOI

S E

F O

T A

TE O

XETF

KEVIN R. ST. JACQUES

69700

PROPOSED QUANTITIES 3 OF 3

0201 0403

07 08

PHASE SEQUENCE

COMPATIBILITY LINE

MASTERS DR AT OLD SEAGOVILLE RD (N)

USED

NOT

USED

NOT

COMPATABLE PHASES

PEDESTRIAN MOVEMENT

USED

NOT

USED

NOT

DETAILS ZONEDETECTION

RDETECTO

RADAR

LOCATION

MOUNTING

HEIGHT

MOUNTING

LOCATION

ZONE

DISTANCE

SETBACK

NEAREST

TODISTANCE

R1 P-2POLE 18' ADVANCED NB N/A

R2 P-2POLE 18' BARSTOP SB N/A 65'

R3 P-4POLE 18' ADVANCED SB N/A

R4 P-4POLE 18' BARSTOP NBLT +NB N/A 60'

R5 P-4POLE 18' BARSTOP EBLT N/A 35'

DETAILS SERVICE ELECTRICAL 41BITEM

NO.

SERVICE

ELECTRIC

NO.

SHEET

ED(5)-14SEE

DESCRIPTION SERVICEELECTRICAL

SIZE

CONDUIT

SERVICE

NO./SIZE

SCONDUCTOR

SERVICE

AMPS

SWITCH

SAFETY

POLE/AMP

BREAKER

CIRCUIT

MAIN

AMPS

CONTACTOR

TWO-POLE

RATINGAMP

LOADCENTER

BD./PANEL

NO.

CIRCUIT

POLE/AMPS

BRK.CKT.

BRANCH

LOAD

KVA

1 070(NS)SS(E)PS(U) 120/240 D TY SRVELC 2" 3/#6 N/A 2P/70 30 100

TS 1P/50

<7.1

LUM 1P/20

BUTTONS PUSH AND HEADSSIGNAL

NO.

HEAD

SIGNAL

INDICATION SIGNAL LED12"

(COUNTDOWN)

(LED) SEC SIGPED

TYPE

HEAD

SIGNAL

STATUS

QUANTITIES ITEMCITY PLATESBACK LAMPS SIGNALLED

5ITEM 6ITEM 10ITEM SEC3 SEC5 <-G- G <-Y- Y <-R- R

1 PED I 1 1

2 H5FLT I 1 2 1 1 2 2

3 H3 I 1 1 1 1

4 H3 I 1 1 1 1

5 V3 I 1 1 1 1 1

6 H3L I 1 1 1 1

7 H3L I 1 1 1 1

8 PED I 1 1

9 H3 I 1 1 1 1

10 H3 I 1 1 1 1

11 PED I 1 1

12 V3 I 1 1 1 1 1

13 PED I 1 1

TOTAL 9 2 4 2 1 3 6 4 6 4 6 4

CHART MESSAGEAPS

LOCATION

POLE

NUMBERPB

AND

HEADPED

MOVEMENT

PEDESTRIAN

FUNCTIONS DETAILS MESSAGE/SOUNDSPEECH

P-1 1 2Phase

DW ON PUSHBUTTON DRIVE MASTERS AT ROAD SEAGOVILLE OLD CROSS TOWAIT

PUSH BUTTONEXTENDED DRIVE MASTERS AT ROAD SEAGOVILLE OLD CROSS TOWAIT

TONELOCATOR TICKSLOW

INDICATIONWALK ROAD SEAGOVILLE OLD CROSS TO ON IS SIGN WALK ROAD, SEAGOVILLEOLD

P-3 8 4Phase

DW ON PUSHBUTTON ROAD SEAGOVILLE OLD AT DRIVE MASTERS CROSS TOWAIT

PUSH BUTTONEXTENDED ROAD SEAGOVILLE OLD AT DRIVE MASTERS CROSS TOWAIT

TONELOCATOR TICKSLOW

INDICATIONWALK DRIVE MASTERS CROSS TO ON IS SIGN WALK DRIVE,MASTERS

P-4 11 4Phase

DW ON PUSHBUTTON ROAD SEAGOVILLE OLD AT DRIVE MASTERS CROSS TOWAIT

PUSH BUTTONEXTENDED ROAD SEAGOVILLE OLD AT DRIVE MASTERS CROSS TOWAIT

TONELOCATOR TICKSLOW

INDICATIONWALK DRIVE MASTERS CROSS TO ON IS SIGN WALK DRIVE,MASTERS

P-5 13 2Phase

DW ON PUSHBUTTON DRIVE MASTERS AT ROAD SEAGOVILLE OLD CROSS TOWAIT

PUSH BUTTONEXTENDED DRIVE MASTERS AT ROAD SEAGOVILLE OLD CROSS TOWAIT

TONELOCATOR TICKSLOW

INDICATIONWALK ROAD SEAGOVILLE OLD CROSS TO ON IS SIGN WALK ROAD, SEAGOVILLEOLD

2-20-2025

Alyssa Callin

L E

P P

G U

W O

O D

F E

N C

G G

T R

A N

O H

P P

H T

P P A

G U

P P

D A

C K

B E

R R

C K

B E

R R

C K

B E

R R

D A

F H

W V

C O

R N

O L

P G

S T

R E

S E

M E

N T

O L

P G

L S

H E

D a t e

P lo t t e r d p w

F e b

P lo t d r v

V .1

P D

F il e

P D

M o n o .p lt c f g

D r a w in g s

S ig n a l0 s t e a t

O ld

S e a g o v

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M a s t e r s a t

O ld

S e a g o v il le N p v m r k r a m p s .s h t

.0 in

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P r o j e c t

F r e e s e a h o ls In c p e

F o n t s

D e f a u lt

M o d

NAH

CITY OF DALLAS, TEXAS

DRAWN DATE SCALE NOTES FILE NO.

Dallas, Texas 75204

2711 North Haskell Avenue, Suite 3300

Tel (214) 217-2200

DE…

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