Duke Lesley-CS080104[(12/22/2009) Ken Griffin -Point West Realignment Page 1
From: "Alex Bennett" <Alex. Ben nett @dukerealty.com>
To: "Ken Griffin (E- mail)" <kgriffin @ci.coppell.tx.us >, "Keith Marvin (E- mai...
CC: "Keith Flowers" <keith. flowers @du keconstructionon line. com >, "Larry Davis...
Date: 1/4/2008 5:00 PM
Subject: Point West Realignment
Attachments: Point West Blvd utilities. pdf; Point West Blvd paving. pdf
Please find attached the paving and utility plans for the proposed realignment of Point West per TxDOT's
comments.
Thanks-
Alex Bennett, P.E.
Development Services Manager
Duke Realty Corporation
14241 N Dallas Pkwy, Suite 1000
Dallas, Texas 75254
p. 972.361.6714
f. 972.361.6800
<<Point West Blvd utilities. pdf» <<Point West Blvd paving. pdf»
POOM7 VV EST BLWOu A7 HaNa 835
RELOCATHOM EXHOBOT
%S-TA 2+05.09 POINT WEST BLVD. , X39 -%0l
0.111 = 25.00' LT" OFFSET P� 2
0 20 40 60 80
GRAPHIC SCALE IN FEET
_r STA 1 +37.93 POINT. WEST "BLVD.
_ R.O.W. 29.75'. - L T - OFFSE -- ' - PROPOSED ROW
RELOCATE EXISTING-10 "URB,INLET r
ow FHA FIRE HYDRANT
�IQ - STREET ALIGNMENT' Z N PP. POWER POLE
INSTALL 8 LF OF 18"'STORM" PfiPE r Ls LIGHT STANDARD
IPLOG EXISTING 18" STORM LINE - wM O WATER METER
r r
f WV WATER VALVE
�" - r "° '- '•: r ,,,, .--~ ' STA +15.9 - POINT .WEST BLVD. .--
Y' r f R.O.W, -=- 41. 'JT-- "OFFSET I PROPOSED coo CLEANOUT
STA 1+0 .212 P NT ST BLVD. 24" RCP M!H O MANHOLE E
R.O.W. - 42.09 OFFSET y inn ® GAS METER
REMOVE PLiJG AN� CONNECT TO y
EXISTING 12" WATERLINE
PROPERTY LINE
INSTALL: 4
20 LF OF 12" WATER MAIN r
1- 12 "X6" TEE, 1 -12" VALVE, 1-6" VALVE PROPOSED 36" RCP
RELOCATE EXISTING FIRE HYDRANT TO NOTE.
NEW LOCATION EXISTING FIRE HYDRANT TO BE RELOCATED ALL PROPOSED UTILITY WORK WITHIN TXDOT
i i I I I I I i i I I i I R.0 W. TO BE CORRDINATED WITH TXDOT AREA
.PROPOSED 42 " RCP ENGINEER. REFER TO TXDOT PLANS FOR DETAIL
i i i i i I ISTA 1 POINT WEST BILV I
R.O. W. - 72.1' OFFSET LT TXDOT CONTROL OF ACCESS all
its B l
EXIST. 2- 2'X19' INLETS PROPOSED 42" RCP STA 105 +47,61 13.5 LT OFFSET
EX, RIM EL = 518.61 BEGIN TWO LANE FRONTAGE ROAD
BRING RIM TO GRADE PROPOSED 54" RCP CULVERT BEGIN TYPICAL SECTION DETAIL 1
PROVIDE RIM EL= 519.75 BEGIN 10' SHOULDER TRANSITION
0 TOP 518.61 R150' WEST. BOUND FRONTAGE ROAD
o FL $13.1 _ _ STA 105 +68.17 - 23.00 LT OFFSET 60.5' rL
tz
- - - - - - - - END 10' SHOULDER
ION o
w PROPOSED 48" RCP �
TOP 518.59 g
n FL 513.1 CULVERT
a g'. R40' E
a o I
26' 103 00 0 105+ 10�Fa+ 00 ry 1 + 00 108+00
`O
a
0 4'
LO
N
a + rn
A na w - WBFR STA 104 +80.00
3 a EXISTING ASPHALT PAVEMEN
°o e POINT WEST BLVD. STA 0 +00
cV M
N
co
r° EXISTING EDGE OF
i PAVEMENT
N
Ln I
a � f
LESLEY TRACT
LOCATED IN THE CITY OF COPPELL, TEXAS AND BEING
OUT OF DALLAS COUNTY, TEXAS
Pacheco Ko ch Consulting Engineers
8350 N. CENTRAL EXPWY_ SUITE 1000 DALLAS. TX. 75206 972.235.3031
DRAWN BY CHECKED BY SCALE DATE JOB NUMBER
GAP CJE 1 "= 40' NOV, 2007 2768-06.303
DWG FILE: 2768- 06.303POINT WEST BLVD AT 635 EXHIBIT.DWG
P M�EST BLWOO Lai Joao 635
RO WAY CGHH[ECTOGN EKNOBOT
STA 2 +05.09 BEGIN NEW STREET
7� ALIGNMENT OF POINT WEST BLVD.
--
—'' _.. --•
STA 1+62.55 BEGIN SAW CUT AND
Pach Koch
Consulting
PAVEMENT REMOVAL ALONG
ti
CENTERLINE OF POINT WEST BLVD.
�- s `" J `�� f "
CONSTRUCT 73 LF OF NEW CURB
•' • .--� CONSTRU�'T 0 LF OF N
l ALONG EXISTING CENTERLINE OF
C JR .�• - CAN . G PROPOSED
POINT WEST BLVD.
o
• WEST LINE, OF SOUTHBQ {N9
_
(END AT PROPERTY LINE)
CHECKED BY
---. • t - "` PbIN T" WEST BLVD -:•• �
DA TE
f - ••••
`` (END AT PROPERTY LINT) -- I
0
NOTE:
GAP
CJE
1 " =60'
PAVEMENT BUTTONS, MARKINGS
2768-06.303.
CONSTRUCT 90 LF of NEW' -' r•
AND SIGNAGE SHALL BE INSTALLED
CURB ALONG PROPOSED EAST
PER CITY OF COPPELL . STANDARD
LINE 9F S(�UTHBOUiD ;POINT
�E
CONSTRUCTION DETAILS.
TBL V�.
�
END A� P'R6PtR' L�NE� )
STA 0 +83.52 , END NEW ALIGNMENT.
AT PROPERTY LINE
REFER TO TXDOT PLANS FOR
CONTINUATION
a3 +�o 0 1 05+ •�, 1 0 6 +99
v
v � f-
c�
m
x
w
L
d
0
J
V]
U
W
H
Z
O 30 60 120 180
0
GRAPHIC SCALE IN FEET
N
EXISTING PAVEMENT TO BE
REMOVED (1480 SF)
Q
°
EXISTING. PAVEMENT
c
r
n
v
v
N
LESLEY TRACT
LOCATED IN THE CITY OF COPPELL, TEXAS AND BEING
OUT OF DALLAS COUNTY, TEXAS
N
TO REMAIN k3105 SF)
Pach Koch
Consulting
E n gi neers
ti
PROPOSED NEW
8350. N. CENTRAL. EXPWY. SUITE 1 999 DALLAS, T 75296 972.235.3931
PAVEMENT (1 250 SF)
o
DRAWN BY
CHECKED BY
SCALE
DA TE
JOB NUAWER
-- -- -- PROPERTY LINE
GAP
CJE
1 " =60'
NOV. 2007
2768-06.303.
En
W
a.