SW0801-CS090721 (4)(9/2812009) DiWanna Baskins -Denton Tap Sidewalk Project
From: DiWanna Baskins
To: lanceouellette@mac.com
Date: 7/21/2009 3:53 PM
Subject: Denton Tap Sidewalk Project
Attachments: SW08-01 PLANS-SHEET 19.pdf; SW08-01 PLANS-SHEET 20.pdf
Hello Lance,
Sorry for the delay in sending this a-mail. I thought that I had already sent it, but when I checked my "sent" a-mail folder,
I did not find your a-mail address. If I have already sent this a-mail, my apologies also.
I have attached 2 pages from our plan sheet showing the layout of the sidewalk on the Ardinger property. The only portion
that requires an easement is on page 20 of 30 (2nd attachment)
Let me know any of your questions or concerns regarding these attachments.
Thanks!
Sincerely,
DiWanna Baskins
Graduate Engineer
Engineering Department
(P)972-304-3562
(F)972-304-3570
Page 1
a ~
~ I
' . ,
~ v
~~ -
.. )
w
k
X
..- ...~
i
x ~~ x
-- _ _~ _ - -_ - V
~___ ~
X X a ~~
APIa
X
,LN
~~ ~
~ `b~` `
~ ~ ..
.
X ~ 1
1, ~tO X ~rvi':,
°r-v
X ~
~
~~
-
~
~.~
4 ~
E~
,~
-
-.
wV HORIZ
..
,~
"~ zo 0 1 o zo
1 inch = 20 ft.
SIDEWALK LEGEND
..-w---`-""- ~pP UTILITY POLE
~,
" 040 ~ LIGHT PDSi
WV
~ WATER VALVE
I ~ .,
° b
" ~ ~
WM
I
® WA1ER METER
R~
,_°-_, - R~ FH
m ~ FlRE HYDRANT
UPA
r ~
~,~t~; J
I ~ GUYWIRE
MH
v
~
~
•, ,
~
STORM SEVER MANHOLE
MH
O SANITARY SEWER MANHOLE
~,~~
SANITARY CLEANOUT
_~
_-
-~ ~°-_
__~
TEL MH
TELEPHONE MANHOLE
_ ~ ~
~
_ .~. ... ~. --- - -
. ,: .. ~~ 7RAFFYC SIGN
~ ,'.
x
X
_ _
.~ F ~ ~ ~ ~
~. '..
'~
Y__- _ ~/
~
t
'~? -
X
..
$_ _ x ~( ~
X X X X m
,< ,,,
~ ~ '.~ ,- ~~
..
~ '' ~ ~
R
r- ~:.
~_ + ' ~~
a
y
~.
C~ SIGN
EDGE OF CURB
EXISTING SIDEWALK
1
_
-
y
• -- A..fl •
~ • t
'
4 ;.
,_~ ~ ~ 4 ~
I .. '+~ ~
'1~ ~~' r,.
•• •
~,,.
a
ROPOSED SIDEWALK
,. ~ I'
. ~ a }. ~,
X `
~'~" ~"~ ~
~':
`
'~
~
- ~~
-. ~
~ ~
'
~ ,,
~ ..'"~`~.~
~ ~ ' GENERAL LEGEND
R
O
W /PROPERTY LINE
II ra ~
~
• 7
<~ s; :. ~ ,
.
EASEMENT - -
WATER UNE vrR u
.~
- ~ ~ .'}
's ~ r -
I~
- ~ ~
.. ~ ~ '
.~y,~~ --~
(:~~-..c~.~a~kR~r-~iil
_,.. ewe' ti .
- -
>~
• SANITARY SEWER s ss
OVERHEAD TV/DATA ~'
OVERHEAD ELECTRIC acs
UNDERGROUND lE1/OA TA wTc
UNDERGRWND FIBER OPTIC Gao
-- ,I ~
i
(, F
' - ~
i UNDERGROUND ELECTRIC um
TXU CAS LINE GAS
PETROLEUM PIPELINE rcTNu
11 F
SHEET 18 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,
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. MARVIN P.E. 89388
IT IS NOT TO BE USED FOR CONSTRUCTION,
BIDDING OR PERMITTING PURPOSES
SCALE: 1 "=20FT PROJECT
GENERAL NOTES
1. WSnNC UnUTY DATA AND ALL OBS TAUCnONS SHOWN ARE PRONDED FOR INFDAMAnON T VA E C I T Y O F N~'
011Y, AW AAE SHOWN AS AOCURATEL Y AS P0598LE. THE CONTRACTOR IS CPUnONEO THAT SIDEWALK -PLAN & PROFILE
'
1HE qTY GOES NDT IAPLY OR ASSUME
2 THE CONTRACTOR IS TO VEIAFY 1HE ANY RESPIXHSIBLITY FOR of ACCURACY OF nil5 DATA
LOCATION AND ELEVAnON OF ANY EMIS11N0 VnUTES DESIGNED: DEB S
VV08.01
PRIOR ro coxsmucnoN,
' _ _ l~ ~ ,,
°
~~ DRAWN: KWR -
SHEET
3. ALL WORK 9HAIL BE IN ACCORDANCE YA1H THE CITY OF COPPELL
3 DESIGN STANDARDS
AW SPEgFlCATIDNS ~
_ - -' o
;~~ .'' ,-,•~.°.r-i~~~" q
x
e
~ DATE: --------
Fl s
~ CITY OF COPPELL
19
N0. REVISION BY DATE
PATH: S~CADvNSWDB-N-MFLANSONC
DALLAS COUNTY, TEXAS
of 30
~ q
~+
['
~
!t M ' ~ ~ TM )/ ~4 A.
~
,., r,,fr* --~
u ~,_~~._.~.. _ _ . J}
.. .
• i
HORIZ
. ,. sit t
~
X ~a r~_ . -
' ~ I
-
~
zo 0 1o zo
'~ ~ '.
~,
f
1 inch = 20 ft.
SIDEWALK LEGEND
APP UTILITY POLE
_-__~v_a.~-_~_~~~
~_ _. T~_ ._
rn -
v 1 _'~~~~ Y~
)
~ ~ QAO~ LIGHTPDSi
WV
~ ~ WATER VALVE
.
~
T + .°,.~~.~,. _._---~--°.._.
__-. ~.`~~-
_.~. _ `..
_
20
1
I
_. ~ WM WAIERMEIER
~ H
T FlRE HYDRANT
IJ~I
I
' ~i
=~
, ~
I ~°
~
~.,
' I,I BUPA
y GUYWIRE
MH
- .~
'~ ~. ^ , ~ STORM SEVER MANHOLE
MH
~ SANITARY SEWER MANHOLE
~
~
~ ~
'y h ~
~'' _~---~~ ,
__,e.._---- X
- --~
~p-p-~.
;~" ,
~
SANITARY CLEANDUT
TEL MH
O TELEPHONE MANHOLE
. _ ._ _ .. ~ ;,-~ ~--
?~ ~ X ~ ~ ~ `~
X ~~~ ~~ ~ ~ ~
t X
X X
X x ~~ 7RAFFYC SIGN
o SIDN
_ _._ .
~
~.__..~~~__ X '~ ~ ~Z1
~ X
=
X ~C X X X
~.
~ -
i
n:
eU ,
i~
~-~r`
-
EXISTING SIDEWALK
ROPOSED SIDEWALK
~
<'~` ) yJ I
6.
` ~ ,~
~~ ~
~: ~ ~ ° -~ ~~~ ®
- ~
r'
s"'
• '` ~x
l'.
®~ ~; GENERAL LEGEND
R,O.W /PROPERTY LINE
EASEMENT - ~ - ~ - ~ -
. r
,
• .~
_
'`. a~
' 7.
~ 3
~
~ ,~,
~
,
.. M~ `` .,. !R ~
~
~
WATER LINE vniu
SANITARY SEWER a ss
OVERHEAD TV/DATA ~'
OVERHEAD ELECTRIC vtc~
~ j
,.,.,
--~'
C ~ p.t.'
'
'
" A -
., ~
9p ~ t
+ •
A
'
TM UNDERGRWND FIBER OPTIC oao
UNDERGROUND ELECTRIC um
Y
; ~
X` T -
- ' r - ~,.~, ` TXU CAS LINE GA8
PETROLEUM PIPELINE PETRD
~ ~ i ~•
7 ~
.~ ~
~
~ /"
O
1 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,
3. ALL MATERIAL TO BE DEMOLISHED AND/OR REMOVED SHALL BE
LEGALLY AND PROPERLY DISPOSED OF OFF-SITE.
800
EX GROUND ELEV: 504.48
503.11 8"
SD2.01
d
5.00 Keystone Cap Unit `' °o ~
1/2" NON-IXTRUDED PRE-FORMED 502.11 eystone Cornpac Unit
EXPANSION MATERIAL AND SELF-LEVELING SILICONE SEALER
3/8" RADIUS ON WALK EDGE AND ADJACENT EDGE
INLET 9° z 12° CONTINUOUS POCKET OF
7 p~ COARSE 3/8° TO 1 1/2" GRAV
WIITHH FILTER FAABRIC
CURB Y `a
I
EAN
EL 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.
i R
SUBGRADE COMPACTED TO A DENSITY NDT
LESS THAN 95~ STANDARD PROCTOR DENSITY,
JOINT LUG DETAIL FOR SIDEWALK NOT ADJACENT TO CURB DR INLET
N.T.S.
P R E L I M N A R Y
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,
BIDDING OR PERMITTING PURPOSES
SCALE; 1"=20FT PROJECT
GENERAL NOTES
1. WS11NC UIIUTY DATA AND ALL DBSTAUC710NS SHOWN AR E PRONDED FOR INFDAMANON T VA E C I 7 Y O F N~'
011Y, AW AAE SHOWN AS AOCURATELY AS P059BLE. THE CONTRACTOR IS CPUNONEO THAT SIDEWALK -PLAN & PROFILE
'
1HE qTY DOES NDT IAPLY OR ASSUME ANY RESPIXHSIBLITY FOIt THE ACCURACY OF hil5 DATA
2 THE CONTRACTOR IS TO VEIAFY 1HE LOCATION AND ELEVATION OF ANY EMIS11N0 VNUTES DESIGNED: DEB S
VV08.01
PRIaR ro coxsmucnoN.
' _ _ l~ ~ ,,
°
~~ DRAWN: KWR -
SHEET
3. ALL WORK 9HAIL BE IN ACCORDANCE WITH THE CITY OF COPPELL
3 DESIGN STANDARDS
AW SPEgFlCAIIONS ~
_ - -' o
;~~ .'' ,-,•~-°.r-i~~~" q
x
e
~ DATE: --------
Fl s
~ CITY OF COPPELL
2O
N0. REVISION BY DATE
PATH: S~DAOv,sN~-N~DNC~SWD9-M FLAHSDNC
DALLAS COUNTY, TEXAS
of 30