SW0801-CS090616 (2)(9/3/2009) DiWanna Baskins -Denton Tap Sidewalk Project
From: DiWanna Baskins
To: jayturner@republictitle.com
Date: 6/ 16/200911:53 AM
Subject: Denton Tap Sidewalk Project
Attachments: SW08-01 PLANS-sheetll.pdf
Hello Jay,
Per our conversation last week....
Attached is page 11 from the Denton Tap sidewalk project plan that shows the sidewalk in front of your property. It is
shown going in front of the state farm sign and behind the utility box. After you have looked at the plan, let me know any
concerns that you may have.
After we touch basis, I will send these same pages to our surveyor who will draw up the easement documents containing
the metes and bounds. I am requesting the easement to be one (1) foot on the outer boundary of the proposed sidewalk.
After which, Iwill a-mail you the documents so that you sign and return to me; allowing the City of Coppell to construct
sidewalk on your property.
Absolutely, the sidewalk will be constructed at the City's cost as this is a City of Coppell project. The front brick/stone at the
base of the sign will need to be modified to allow for the sidewalk.
If you have any questions or concerns with any of this, please call or a-mail me. Thanks! !
Sincerely,
DiWanna Baskins
Graduate Engineer
Engineering Department
(P)972-304-3562
(F)972-304-3570
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PEIRCLEUM OPIPELINE DPEiRD
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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
3
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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
1 - ~J6 BAR
494.25
DEPRESSED GUTTER LINE
CURB ® 494,17
5.OD
KEYSTONE CAP UNIT
1;50 MAX.
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SHAPE TO NORMAL N
CROWN 0 QUARTER POINT w
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GUTTER, WALL, AND BOTTOM o
STEEL ~4 BARS ON 12" 2 J
CENTERS BO1H WAYS. m
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CONCRETE BLOCK
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SUBGRADE COMPACTED TO A
DENSITY NOT LESS THAN 95R
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VARIABLE DIMENSION
INSIDE DIA. OF PIPE + 1.0'
(MIN. 2.75') FILTER FABRIC STANDARD PROCTOR DENSITY.
COARSE 3/B" TO 1 1/2° GRAVEL
1MTH FILTER FABRIC
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
SCALE; 1"=20FT PROJECT
GENERAL NOTES
1. WS11NC U11Utt DATA AND ALL OBSTAUC710NS SHOWN ARE PROMDED FOR INFDAMANON T VR E C I T Y O F NO.
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PIXHSIBLItt FOR iFE
ACCURAC
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2 THE CONTRACTOR IS TO VERFY 1HE LOCATION AND ELEVATION OF ANY EMIS11N0 VNUTES 'DEB
DESIGNED. SVV08.01
PRIOR ro coxsmucnoN.
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3. ALL WORK 9HAIL BE IN ACCORDANCE W11H THE Cltt OF COPPELL
3 DESIGN STANDARDS
AW SPEgFlCAlIONS ~
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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
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