ST0701-CS090605Page 1 of 1
Keith Marvin - RE: Southwestern Blvd.
From: "Matt Oyen" <MattO(a,PacTrust.com>
To: "Littleton, Dave" <dlittletoO halff.com>
Date: 6/5/2009 10:39 AM
Subject: RE: Southwestern Blvd.
CC: "Keith Marvin" <kmarvin(a ci.coppell.tx.us>
You have a very similar note that already exists on the demo plan and I think it would be good to add it to all of
the other plan sheets as well. My only questions, which I asked Keith as well is if it is appropriate for the bridge
section to specify a minimum requirement for what that 2 -way access on the roadway shall consist of.(minimum
11' wide travel lanes ?) Is the Manual on Uniform Traffic Control Devices an appropriate reference, or does
NCTOG specify a minimum requirement? If you both feel that the note shown is sufficient then I am fine with it.
just want to make certain that we provide what the City is looking for since this was obviously such a big issue
with the design and the additional dollars that are being spent to make certain that the required emergency
access is available.
Thanks,
Matt
From: Littleton, Dave [mailto:dlittleton @halff.com]
Sent: Friday, June 05, 2009 8:17 AM
To: Matt Oyen
Cc: Keith Marvin
Subject: Southwestern Blvd.
Matt, the attached drawings show additional notes to be added to the plans. Let me know if this is what you were
thinking. Similar notes will be added to the bridge set. Look for the invitation to bid soon.
B. David Littleton, P.E. Om
Vice President HALFF
HALFF ASSOCIATES, INC.
1201 N. Bowser Road
Richardson, Texas 75081
Phone 214 - 346 -6200
Fax 214 - 739 -0095
www.halff.com
file: HC: \Documents and Settings \radloo \Local Settings\ Temp \XPgrpwise \4A28F5EECity_... 8/27/2009
DRAINAGE, PAVING AND
UTILITY IMPROVEMENTS
FOR
)UTHWESTERN BLVD.
GRAPEVINE CREEK TO BELT LINE RD.
LOTS 1-3,BLOCK 1
PARK WEST COMMERCE CENTER
o H E o , , . o TEXAS IFF
57>t lSf�3 h /u Bfioo
OPPELIC* DESIGN SPEED
.�
=35 M.P.H.
INDEX OF SHEETS
SHEET No. DESCRIPTION
C0.01 -00.02 GENERAL NOTES
CITY OFFICIALS CITY STAFF Co.03 TYPICAL PAVING SECTIONS
MAYOR 00.04 SURVEY CONTROL PLAN
DOUG STOVER PUBLIC WORKS DEPT. 01.01 - C1.05 REMOVAL AND RELOCATION PL/
KEN GRIFFIN, P.E.
Duxtm of Pu51c werlr C2 -01 - C2.06 PAVING PLAN/PROFILES
COUNCIL MEMBERS C3.01- 03.03 GRADING PLANS
BILLY FAUGHT, MAYOR PRO TEM
TIM BRANCFIEAU C4.01 DRAINAGE AREA MAP
JAYNE PETERS C4.02 - C4.06 STORM DRAINAGE PLANlPROFIL
BRIANNA HINOJOSA— FLORES C4.07 - C4.08 STORM DRAINAGE PROFILES
MARSHA TUNNELL C4.09 HYDRAULIC CALCULATIONS
MARVIN FRANKLIN
BILL YORK C5.01 - C5.04 WASTEWATER PLAN/PROFILES
C5.05 WASTEWATER PROFILE
CITY MANAGER
C5.06 - C5.09 WATER PLAN /PROFILES
JIM vVITT
C510 WATER PROFILES
95% SUBMITTAL C5.11 -05.12 UTILITY PLAN
C6DI - C6.02 EROSION CONTROL PLAN
wuff� C6.03 EROSION CONTROL NOTES & DE
PRELIMINARY c7.01 TRAFFIC CONTROL PLAN
�°" ` My
HAL ft 08.01 PAVING STRIPING AND SIGNAGE
1201 NORTH BOWSER ROAD � ,� C9.01- C9.06 DRIVEWAY CROSS - SECTIONS
RICHARDSON, TEXAS 75081 -2275 bv '" '� �'��
P
v
TS
AND POLES TO�BE REMOVED J ~ T
By OTHERS
/
/
' N /
/
CONTRACTOR SHALL INSTALL NEW MAIL BOXES AT
EACH PROPERTY PRIOR TO REMOVAL OF EXISTING.
COORDINATE NEW LOCATION V"H OWNERS. �_.....
LD:RECTIONS ACTOR SHALL PREPARE A DEMOLITION PLAN
ASES TO PROVIDE TRAFFIC N BOTH
AND ACCESS TO ALL PROPERTIES AT ME DURING CONSTRUCTION,
REMOVE EXISTING ASPHALT PAVEMENT
AND DRIVEWAYS UP TO PROPERTY LINE
UNLESS OTHERWISE SPECIFIED_
MA"1 2w
I c ftw Acv
0 10 20 30 40 60
SCALE: 1" 20'
f
REMOVAL LEGEND:
CONCRETE PAVEMENT
BE SAWCUT AND REMOVED
ASPHALT PAVEMENT TO
BE SAWCUT AND REMOVED
RCP TO BE REMOVED
NOTES:
1. DRIVEWAY REMOVAL INCLUDES
REMOVAL OF 12' TO 18' RCP.
2. REFER TO SHEET CB.01 FOR
SIGN REMOVAL AND RELOCATION.
.--�3 me io Am SNIT
C C t "01-- GI'os
u
>
EXISTING UTILITY LEGEND
mf
TSB
TRAFFIC SIGNAL BOX
EM
ELECTRIC METER
WLS
TMH
TELEPHONE MANHOLE
Zu) a 0
F
FIRE HYDRANT
ICV
IRRIGATION CONTROL VALVE
Id
MB
MAIL BOX
p
GM
GAS METER
cL U
GW
GUY WIRE
PP
POWER POLE
LP
LIGHT POLE
TP
TELEPHONE POLE
SOMH
STORM DRAIN MANHOLE
SSMH
SANITARY SEWER MANHOLE
SSCO
SANITARY SEWER CLEANOUT
TCS
TELEPHONE CABLE SIGN
IRIS
TELEPHONE RISER
TPED
TELEPHONE PEDESTAL
TS
TRAFFIC SON
TL
TRAFFIC LIGHT
WMH
WATER MANHOLE
WM
WATER METER
WV
WATER VALVE
— T —
TELEPHONE LINE
^^
m`J
OE —
OVERHEAD ECTRIC
MT
—EXX. G —GAS LINE
NE
_EX, W— WATERLINE
J•
—
PROPERTY LINE
r
- — —
EASEMENT LINE
m Z
m
nD
b —I
N
REMOVAL LEGEND:
CONCRETE PAVEMENT
BE SAWCUT AND REMOVED
ASPHALT PAVEMENT TO
BE SAWCUT AND REMOVED
RCP TO BE REMOVED
NOTES:
1. DRIVEWAY REMOVAL INCLUDES
REMOVAL OF 12' TO 18' RCP.
2. REFER TO SHEET CB.01 FOR
SIGN REMOVAL AND RELOCATION.
.--�3 me io Am SNIT
C C t "01-- GI'os
u
>
f_" U
w
mf
�I
Z Z
�W
Zw
.C:=
Q 2
WLS
w0
UW
U)�
Zu) a 0
U
��
_
p
I
Id
Z a:
p
�
U)
cL U
O
J
m
LL up
rs
.J
■■
ONE
etrme� s�w�moia �
PRELIMINARY
FM W rBaM WMW ONLY
nr.e CopJmelm w Wr MWem Pm4w
rd Prot I"111d Iw [asvuemn, eldi4np,
«P—h %n— TMY we PnwW
nY. « miler d. wpeM.tm d:
95%
SUBMITTAL
\ y I TRACT 28 I j
N
DANIEL C. SOTO ;
TRACT 9 \`\ ~ � > P.O. BOX 151 !
op DAN'ML C. SOTO ` N I CQPP TX 5IY15 151 uj
P.Q. BOX 1 51 `\ — " I , P P .."._
COP PF_.L.r. TX 75019 -UIR 4 0
VOL. 2000043, PG. 70D2 / u
4P \,
AFTTC SX,'NS TO % BE RElOCATFD y I Si — or m
n
AS q� I OT
J`
Q�
G
MIA p
NOM INEE Iwo
mlw_
v■
MMIMMEM
®M
IMMENSE
IMMEMEM
� N■
1 � _
10491'
3 N
tc ANO O W&I SIrG�t'
E ® dim
®®CTS
TRACT 13,14, 30,31, 32, 33
DATd"ik:[.. C SOTO
P.O. BOX 151
COPPE.1, T1 75019-0151
I
VOT.44DU2, PG.
2212
oIr
NOTE: G � f
EXISTING POWER POLES AND OVFUtI-EAO V, �rJ
ARE NOT SHOWN B THEY WERE
PREVIOUSLY RELO Y OTHERS.
d1ift ,
W i
imp®
anw Anson
EDGE OFPAV,EMENT
N
r
0 10 20 30 40 so
M � M "� +'
IM f_
NOTE:
SCALE: 1' 20'
Z Z ❑ LLI
W
CONSTRUCT SIDEWALK WITHOUT CONFLICT
Z �
505
Z
WITH POWER POLES. BRACE POWER POLES
I
WATER
W 2 111
AS NEEDED. COORDINATE WITH UTILITY
COMPANY FOR GUY WIRE RELOCATION AS
NEEDED. (TYPICAL)
SANITARY SEWER
❑
r ,
16 RCP
�'�o`°"°'^'° STORM
Q
U) —fir rI�
V
oIr
NOTE: G � f
EXISTING POWER POLES AND OVFUtI-EAO V, �rJ
ARE NOT SHOWN B THEY WERE
PREVIOUSLY RELO Y OTHERS.
d1ift ,
W i
imp®
anw Anson
EDGE OFPAV,EMENT
-
I � I
I
510
r
0 10 20 30 40 so
M � M "� +'
IM f_
SCALE: 1' 20'
Z Z ❑ LLI
r -
Z �
505
PROPOSED U
UTILITY LEGEND
W Q
I
WATER
W 2 111
SANITARY SEWER
O
16 RCP
�'�o`°"°'^'° STORM
Q
U) —fir rI�
2'UE
ELECTRICAL CONWIT
Z co
O
a Park[ d. t ss q vr�
P A P P p
W, p uMx tlr .prNrlm a
EXISTING UTILITY LEGEND
TSB TRAFFIC SIGNAL BOX
n Q Y
EM ELECTRIC METER
TMH
520
TELEPHONE MANHOLE
FH FIRE HYDRANT
LL
ICV IRRIGATION CONTROL VALVE
Z a
MB MAIL BOX
GM GAS METER
GW GUY WIRE
O
PP POWER POLE
'n q Y
LL
LP LIGHT POLE
TP TELEPHONE POLE
V,
U
SDMH STORM DRAM MANHOLE
O
SSMH SANITARY SEWER MANHOLE
J
SSCO SANITARY SEWER CLEANOUT
TCS
m
TELEPHONE CABLE SIGN
TRIS TELEPHONE RISER
TPED TELEPHONE PEDESTAL
TS TRAFFIC SIGN
TL TRAFFIC LIGHT
WMH WATER MANHOLE
WM WATER METER
WV WATER VALVE
— T — TELEPHONE LINE
—OE— OVERHEAD ELECTRIC
—EX. G— GAS LINE
LL a
— w — WATER LINE
— -- — PROPERTY - - PROPETY LINE
- — — EASEMENT LINE
PSI WITH #3 BARS
n;
EAsting udl y locatio shown are gerwall
schematic In nature and may not accurately
E,r
.CE.
BILIZED SUBGRADE
reflect the size and location of each particular
utlity. Some urtlNty lln and surface bc;A ns
40 LBSISY)
may trot beshown. Contractor shah - assume
E■
CRETE SIDEWALK
VASPH
responslbWty for actual field location anti w whether Wx n
assune
■■■
ALT PAVEMENT
responslNNty fw repairs to existing utilities,
YrFIaVFer shown or rat, damaged by
Contractor's aetivltles. Differens;es In haimntel
or verleal location of ebsting utilities SW
not be s bases for adatlonufl coMpensaaon.
..............
520
�-
- 515
-
I � I
I
510
I Project No.: 24732
510
PRELIMINAR
r -
- -- —
505
I
Fall altm FEVEW OMY
—
.1d tl kftld b G fori� F
for .wrNdon, F
-
a Park[ d. t ss q vr�
P A P P p
W, p uMx tlr .prNrlm a
'T
500
� �eorrao,¢ uucr
520
95%
Y
515
SUBMITTAL
510
I Project No.: 24732