Duke Lesley 3C-CS070529Ken Griffin Point West I Utility Crossing 3 Page 1
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From: Greg Peters <gpeters@pkce.com>
To: <kgriffin@ci.coppell.tx.us>
Date: 5/29/2007 4:03:25 PM
Subject: Point West I Utility Crossing
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
~~
~~> ~.,I>
CC: "Jack Evans" <jevans@pkce.com>, "Alex Bennett" <AIex.Bennett@dukerealty.com>
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STA. 0+00 'SD-1'=
STA. 2t+07.49 EX. LINE `A
PER PLANS
CGNNECT TO EXISTING 80•
STORM PIPE
'
INSTALL:
EAU ON. ! ! 1-45• RCP WYE CONECTi~1
.
'
' O 80X= 519.81
~ 60
STA 0+86.45
SD-1 ~ 42. O 80X=519
85
fTBER OPTIC LINE CROSSING .
FL 30•=b19.78 ~
TC 5 .45
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REMOVE AND
REPLACE PAVEMENT '
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530'2 i ®® ~'
1-5'zT JUNCTION BOX mr ~ ~
ENO 2-30' STORM PIPES
• C•M•~ POWER POLE TO 8E
BEpN 42
STORM PIPE
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ft 30
O 80X= 519.79 RELOCATED PRIOR TO
FL 42' O BOX= 519.79 ~
GQ CONSTRUCTION
STA. 0+96.88 •SD-1" ~
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N15TALL:
1-42'X18' 80' WYE .I
8 LF. 18• STORM PIPE
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~ STA. 0+80.25 'SD-t•
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1-5
STANDARD CURB INLET ~` 1
-5'x~JUNCTION BOX ~ ~'
TOP OF MiLET 530.20
FL 18' O INLET= 528
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El_~~_i1R~E~ 57x.60._-_- ® fL 30" O BOX. 319.77 __ ~~ y' .~
PN STA. 1+21.68 •SD-1•
INSTALL:
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sc
1-42'X18" 60' WYE ~_
10 LF. 18' STOt~1 PIPE f//J 1 ~ IL, ~, L_ I
1-10' STAI~ARD CURB IN 0 20 40 80 '! 20
ToP of INLET- s3o.3o P OPOSED 3'
FL 18" O INLET 526.30 ME PP
FL 18• a wYE- 522.94 GRAPHIC SCALE IN FEET
FL WYE 521.
REVISION FOR STORM SEWER °SD-1 °
sTA. 2+aa.4s 'so-1• AT STA 0+86.45 STORM LINE °B"
END 24• RGP ~j 05/29/2007
BEGpV 42• RCP
NOTE: EXCERPT FROM
THE PURPOSE OF THIS ADDENDUM IS TO DETAIL THE CROSSING OF STORM SEWER PLAN
FIBER OPTIC LINE AT STA 0+86.45
SHEET C3.2
' Pacheco Koch Consulting Engineers STORM uNE °sD-~ °
8330 N. CENTRAL EXPWY. SUITE 1000 DALLAS. TX. 75208 972.235.3031 POINT WEST 1
ORAN9Y BY CIECKED BY SCALE DATE JOB N~/ABER DUKE LESLEY TRACT
GAP CJE 1"=40' 05/29/2007 2768-06.384 CITY OF COPPELL, TEXAS
PRELIMINARY
NOT FOR CONSTRUCTION
THIS DOCUMENT IS ISSUED FOR THE
PURPOSE OF SCHEMATIC REVIEW ONLY
AND tS NOT INTENDED FOR PERMITTING,
BIDDING, OR CONSTRUCTION PURPOSES.
PLANS PREPARED UNDER THE DIRECT
SUPERVISION OF C. JACK EVANS, P.E.
i TEXAS REGISTRATION N0. 93840
DATE: 05/29/2007
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SHEET C3.3
2 CONTINUATION
c.f. s.
p. s.
ft.
t. /ft.
c. f. s.
STORM DRAINAGE PROFILE FOR LINE "SD-~"
PRELIMINARY
NOT FOR CONSTRUCTION
THIS DOCUMENT IS ISSUED FOR THE
PURPOSE OF SCHEMATIC REVIEW ONLY
' AND IS NOT INTENDED FOR PERMITTING,
81DDING, OR CONSTRUCTION PURPOSES.
PLANS PREPARED UNDER THE DIRECT
SUPERVISION OF C. JACK EVAN S, P.E.
TEXAS REGISTRATON N0. 93840
DATE: 05/29/2007
NOTE:
THE PURPOSE OF THIS ADDENDUM IS TO DETAIL THE CROSSING OF
FlBER OPTIC UNE AT STA 0+86.45
PACheCO KOCh Consulting Engineers
1300 N. CENTRAL EXPWV. SUTE 1000 DALLAS. TX. 78206 972,230.3031
DRANN er eNECA'® er ~e , e,~7e ,~ ,w,gfee
GAP CJE H.1 X40
V: 1'~5' 05/29/2007 2786-06.384
0 20 40 80 12
GRAPHIC SCALE IN FEET
REVISION FOR STORM SEWER "SO-1°
AT STA 0+86.45 STORM LINE "B"
Qj 05/29/2007
ORM SEWER PR
SHEET C3.3
STORM LINE °SD-1°
POINT WEST 1
DUKE LESLEY TRACT
CITY OF COPPELL, TEXAS