SW0801-CS090619 (2)(9/2812009) DiWanna Baskins -Denton Tap Sidewalk Project
From: DiWanna Baskins
To: isoclip~aol.com
Date: 6/19/2009 4:14 PM
Subject: Denton Tap Sidewalk Project
Attachments: SW08-01 PLANS-SHEET 10.pdf; SW08-01 PLANS-SHEET 11.pdf
Hello Ronald,
Thanks for taking the time to speak with me the other day.
Again, If there is anything I can do to make your dealings with the City as pleasant as possible, let me know.
I have attached pages 10 and 11 from the project showing where we propose to add sidewalk. We also have included a
retaining wall with pedestrian rail that would be located on your property. The retaining wall with pedestrian rail probably
will be needed because of the steep slope and stabilization.
Absolutely, the sidewalk and retaining wall with pedestrian rail will be constructed at the City's cost as this is a
City of Coppell project.
Please contact me if you have any questions or concerns. Thanks for taking the time to review this email and attachment!
Sincerely,
DiWanna Baskins
Graduate Engineer
Engineering Department
(P)972-304-3562
(F)972-304-3570
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AND TxDOT SIGNALIZATION STANDARD PLANS,
3. ALL MATERIAL TO BE DEMOLISHED AND/OR REMOVED SHALL BE
LEGALLY AND PROPERLY DISPOSED OF OFF-SITE.
4. PRIVATE PROPERTY WHICH IS DISTURBED OR DAMAGED DURING THE
CONSTRUCTION SHALL BE RETURNED TO ORIGINAL CONDITION OR
BETTER BY THE CONTRACTOR AT THEIR OWN EXPENSE.
PRELIMINARY
THIS DOCUMENT IS RELEASED FOR THE PURPOSE
OF INTERIM REVIEW UNDER THE AUTHORITY OF
KEITH R. MARMN P.E. 89388
IT IS NOT TO BE USED FOR CONSTRUCTION,
BIDDING OR PERMITTING PURPOSES
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ANDRAIL NOTE:
1. ALL DIMENSIONS ARE IN FEET AND TO THE BACK OF
CURB UNLESS OTHERWISE SHOWN.
2. ALL WORK AND MATERIALS SHALL CONFORM TO CITY DF
COPPELL STANDARD CONSTRUCTION DETAILS AND SPECIFICATIONS
AND TxDOT SIGNALIZATION STANDARD PLANS,
TOP STEEL $4 BARS ON 6" 3. ALL MATERIAL TO BE DEMOLISHED AND/OR REMOVED SHALL BE
LEGALLY AND PROPERLY DISPOSED OF OFF-SITE.
CENTERS BOTH WAYS,
EXCEPT 1-p6 BAR IN 1/2" NON-EXTRUDED PRE-FORMED 9.00
OUTSIDE EDGE dt ADDITIONAL EXPANSION MATERIAL AND SELF-LEVELING
STEEL AROUND MANHOLE SILICONE SEALER
3/8" RADIUS ON WALK EDGE AND
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4. PRIVATE PROPERTY WHICH IS DISTURBED OR DAMAGED DURING THE
CONSTRUCTION SHALL BE RETURNED TO ORIGINAL CONDITION OR
BETTER BY THE CONTRACTOR AT THEIR OWN EXPENSE.
ADJACENT EDGE
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EX GROUND ELEV: 490.21
4" DIA. DRAIN
PRELIMINARY
THIS DOCUMENT IS RELEASED FOR THE PURPOSE
OF INTERIM REVIEW UNDER THE AUTHORITY OF
KEITH R. MARVIN P.E. 89388
IT IS NOT TO BE USED FOR CONSTRUCTION,
JOINT LUG DETAIL FOR SI 0 .'i . 6" COMPACTED AGGREGATED BASE
DEWALK ADJACENT TO CURB OR INLET
N.T.S BIDDING OR PERMITTING PURPOSES
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PRIOR ro coxsmucnoN.
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3. ALL WORK 9HAIL BE IN ACCORDANCE W11H THE Cltt OF COPPELL
3 DESIGN STANDARDS
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e DATE: --___---
Fl s ~ CITY OF COPPELL
11
N0. REVISION BY DATE
PATH: S~DRDvN~RMSWDB-N-M FLANCONC
DALLAS COUNTY, TEXAS
of 30