Duke Lesley-CS070529Page 1 of 1
Ken Griffin - Re: Point West I Utility Crossing
From: Ken Griffin
To: Greg Peters
Date: 5/29/2007 4:57 PM
Subject: Re: Point West I Utility Crossing
Mr. Peters
I don't have a problem with what you are proposing. I provided a copy of the exhibits to the city
inspector. Make sure this change is reflected on the final as- builts.
Ken Griffin
>>> "Greg Peters" <gpetersgpkce.com> 5/29/2007 3:57 PM >>>
Mr. Griffin,
Pacheco Koch has made a revision to the storm line "SD -1" for the Point West I project. I am sending you this
information in the service of Jack Evans, the Engineer of Record. Storm Line "SD -1" runs parallel to Belt Line
Road and crosses a Fiber Optic Line before connecting into existing Storm Line "A" in Belt Line Road. The Fiber
Optic line was tied in by our Survey crew and was found to be 1' deeper than previously estimates, requiring the
storm line to be revised. Please see the attached PDF file of the preliminary layout. If you have any questions
or comments concerning the revision, please let me know. I appreciate your time. Thank you very much.
Sincerely,
Greg Peters
file: HC: \Documents and Settings \radloo \Local Settings \Temp \XPgrpwise \465C5B6CCity... 12/22/2009
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STA. 0 +92.66 "SD -1"
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INSTALL:
1 -5'x7' JUNCTION BOX
P OPOSED 3'
END 2--30" STORM PIPES
TC 5
.45
°
--- - ------ FL 30" 0 BOX= 519.79
G 5
9. 7 t
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6 L.F. 18" STORM PIPE
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is
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TOP OF INLET= 530.20
FL 18" 0 INLET= 526.20
e
q
531 .0 2
R
FL 42" 0 WYE= 519.80
SCALE
PVI STA. 1 +21.68 "SD -1"
53❑ .49
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STA. 0 +00 "SD-1'0=
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STA. 21 +07.49 EX. LINE
IC 530•
G 529 94 .
PER PLANS
5
5 �a.
CONNECT TO EXISTING 60"
i . _ _ . :
: STORM PIPE
G
INSTALL;
REMOVE AND
A j
[ON...
1 -45" RCP WYE CONECTION
REPLACE
PAVEMENT A
aId1U
"SD
FL 60" 0 BOX= 519.6±
3 1
STA 0 +86.45 -1"
LINE CROSSING
FL 42" 0 BOX- 519.65
E
FIBER OPTIC
FL 30 "= 519.78
3 -
S30•79
G
F 0 CONDUIT FL= 522.76
I V(2)
STA. 0 +92.66 "SD -1"
�.
INSTALL:
1 -5'x7' JUNCTION BOX
P OPOSED 3'
END 2--30" STORM PIPES
FLJME Pp
BEGIN 42" STORM PIPE
--- - ------ FL 30" 0 BOX= 519.79
1 I 1 C:: FL 42" 0 BO 519.79
f
STA. 0 +96.86 "S❑ -1"
.
INSTALL:
1--42 "X18" 60' WYE
6 L.F. 18" STORM PIPE
1 -5" STANDARD CURB INLET
TO DETAIL THE CROSSING OF
TOP OF INLET= 530.20
FL 18" 0 INLET= 526.20
Consult Engi neers
FL 18" 0 WYE= 520.80
Q
FL 42" 0 WYE= 519.80
SCALE
PVI STA. 1 +21.68 "SD -1"
JOB NU►VER
INSTALL:
WE
1 -42" 45' BEND
�y
FL 42" 0 BEND= 519.83
STA. 2 +88.45 "SD -1"
INSTALL:
"
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r
PRK
4 P OSED 3"
ME P az
,Y
s
1 -42 X'18 60 WYE
10 LF. 18" STORM PIPE
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1 -10' STANDARD CURB INLE
TOP OF INLET= 530.30
P OPOSED 3'
FL 18" 0 INLET= 526.30
FLJME Pp
FL 18" 0 WYE= 522.94
FL 42" 0 WYE= 521.94
STA. 2 +93.45 "SD -1"
f
END 24" RCP
.
BEGIN 42" RCP
.,..
NOTE:
THE PURPOSE of THIS ADDENDUM IS
TO DETAIL THE CROSSING OF
FIBER OPTIC LINE AT STA 0 +86.45
Pacheco Koch
Consult Engi neers
8350 N. CENTRAL EXPWY. SUITE 1000 DALLAS, TX. 75206 972.235.3031
DRA WN BY
CIIEC►KED 8Y
SCALE
DA TE
JOB NU►VER
GAP
WE
1 " =40'
05/29/2007
2768- 06.384
IR
C.M.}
o Q'q
STA. 0+80.25 "SD -1"
INSTALL-
1-5'x7' JUNCTION BOX
END 42" STORM PIPE
BEGIN 2 -30" STORM PIPE
FL 30" 0 BOX= 519.77
FL 42" 0 BOX= 519.77
POWER POLE TO BE 2
BRACED IF ABLE, OR r�2$
RELOCATED PRIOR TO $ 53
CONSTRUCTION 52b
PA
k
f1 GN y
I 77
zoo+ ow
TC 528
PRELIMINARY
NOT FOR CONSTRUCTION
THIS DOCUMENT IS ISSUED FOR THE
PURPOSE OF SCHEMATIC REVIEW ONLY
AND IS NOT INTENDED FOR PERMITTING,
BIDDING, OR CONSTRUCTION PURPOSES.
PLANS PREPARED UNDER THE DIRECT
SUPERVISION OF C. JACK EVANS, P.E.
TEXAS REGISTRATION NO. 93840
DATE: 05/29/2007
rim t 11-4& NO,. L i
0 20 40 80 120
GRAPHIC SCALE IN FEET
REVISION FOR STORM SEWER "SD -1
AT STA 0 +86.45 STORM LINE "B"
Q 05/29/2007
EXCERPT FROM
STORM SEWER PLAN
SHEET C3.2
STORM LINE "SD -1"
POINT WEST 1
DUKE LESLEY TRACT
CITY OF COPPELL, TEXAS
DWG FILE: 2768- 06- 384CV3.DWG