CM-11-11-228ROUND ROCK, MAS
PURPOSE MON. PROSPERWL
Consider executing Quantity Adjustment/Change Order No. 1 with Chasco Constructors for the Kenney Fort Boulevard
(Arterial A) Project.
Item Caption:
CM -((-t' RECEIVED
NOV 02 2011
City Manager Approval Form
Approval Date:
November 4, 2011
Department Name: Transportation Department
Project Manager: Bill Stablein
Assigned Attorney: Steve Sheets
Item Summary:
The original contract for construction services was approved by the City Council on June 23, 2011 for the amount of
$17,095,753.80.
Quantity Adjustment/Change Order No. 1 with Chasco Constructors is to add John Harris and Susan Hickox as additional insured
to be covered for any and all claims. In addition, at the request of Union Pacific Railroad, the proposed 36 inch reinforced
concrete pipe was replaced with the 36 inch corrugated concrete pipe for culvert crossing and two additional headwalls to be
constructed.
The cost of CIA/CO # 1 is $10,519 which brings the new total of this construction contract to $1,710,6271.80.
No. of Originals Submitted: Two
Project Name: Kenney Fort Boulevard (Arterial A)
Cost: $10,519
Source of Funds: RR Trans Dev Corp Construction
Source of Funds (if applicable): Select Source Fund
Account Number.
Finance Director Approval: Stacie Carter for Cheryl Delaney
Department Director Approval: Gary Hudder
Date: 11/02/2011
Date: 10/31/11
**Electronic signature by the Director is acceptable. Please only submit ONE approval form per item. **
CIP Budget El El Purchasing Ej ❑ Accounting
N/A OK N/A OK N/A OK N/A OK
ITEMS WILL NOT BE PLACED ON THE COUNCIL OR CM AGENDA W/OUT PRIOR FINANCE AND/OR LEGAL APPROVAL
REV. 6/20/11
11011541111111'."' -
ROMEO MXX TOM
1,1111•8114. FOOMMOL 1•11.4•11V
rev, 06/11
Department: Transportation
Contract Quantity Adjustment/Change Order
Project
Name: Kenney Fort Boulevard (Arterial A)
City Project
ID Number TX02ARTA
Justification
Date:
Change Order/Quantity Adjustment
No.
Page 1 of 3
10/18/2011
1
Quantity Adjustment/Change Order No. 1 is to add John Harris and Susan Hickox as additional insured to be covered for any
and all claims. In addition, at the request of Union Pacific Railroad, the propsed 36 inch reinforced concrete pipe was replaced
with the 36 inch corrugated metal pipe for culvert crossing and two additional headwalls to be constructed.
SUMMARY
Original Contract Price:
Previous Quantity Adjustment(s):
This Quantity Adjustment:
Total Quantity Adjustment(s):
Total Contract Price with Quantity Adjustment(s):
Previous Change Order(s):
This Change Order:
Total Change Order(s) To Date:
Adjusted Contract Price [Original Contract Price Plus
Quantity Adjustments) Plus Change Order(s)]:
Difference between Original and Adjusted Contract Prices:
Original Contract Time: 730
Amount
0/0 Change
$17,095,753.80
$0.00
$10,518.00
$10,518.00
$17,106,271.80
$0.00
$1.00
$1.00
0.00
0.00
0.00
$17,106,272.80
$10,519.00
Calendar Days
Time Adjustment by previous Quan. Adj./Change Order: 0 Calendar Days
Time Adjustment by this Quan. Adj./Change Order: 0 Calendar Days
New Contract Time: 730 Calendar Days
PrePared By: Z:CO
For Contractor:
Bill Stablein
Chasco Constructors
For City of
Round Rock:
City of Round Rock, Project Manager
L[\,,
Charles Glace, Jr., President
Signature
CAA -U-11 228
/b-/8-1/
Date
lo''��ri
Steve Norwood, Round Rock City Manager Date
/11"6..".*-/IOURD ROCK TEXAS
rev, 06/11
Contract Quantity Adjustment/Change Order
Project Name: Kenney Fort Boulevard (Arterial A)
Quan. Adj./Change Order No.:
1
Page 2 of 3
Item #
227
cna
Item Descri tion
5.3.1.4 of the General Conditions to
add the following: ".3 Susan Hickox
Harris, John Bolt Harris and the Hickox
Family Living Trust, shall be named as
an additional insured on
CONTRACTOR'S Commercial General
Liability policies (subject to any
customary exclusion in respect of
professsional liability), which policies
shall provide primary coverage for all
daims covered thereby." Contractor
shall provide actual invoice from the
insurance provider for payment.
Unit
LS
e uraer Data
1
Unit Price
$1.00,
Amount
$1.00
onI.
Time
Adjustment
Da
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00_
$0.00_
$0.00
$0.00
_
$0.00
$0.00
$0.00
$0.00
$0.00'
$0.00
$0.00
$0.00
TOTALS:
$1.00
0
P...... -
puma Nom 1,11911MIR
rev, 06/11
Contract Quantity Adjustment/Change Order
Project Name: Kenney Fort Boulevard (Arterial A)
Quan. Adj./Change Order No.:
1
Page 3 of 3
Bid Item #
466 2069
Item Desc ri .. on
Headwall (CH-FW-0)(DIA = 36")
Unit
FA
•.0 .
2
Unit Price
$3,750.00
Amount
$7,500.00
Time
Adjustment
(Da
4602007
CMP (GAL STL 36")
LF
101
$107.00
$10,807.00
464 2040
RC Pipe (CL V) (36")
LF
-74
$110.00
($8,140.00)
496 2007
Remove Structure (Pipe)
LF
27
$13.00
$351.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
0.00
TOTALS:
$10,518.00
0
ter,
1213 s: zzo 27¢2f zV97y7Q 03'
146115,4
FILE, e3ArrdMnyda/dar909161RRNIOSCOY.Opn
6 TE+ 9/93/9011 T. 114.2fAM
USER+ MRQ4_USERI
100X SUBMITTAL ARTERIAL A
1 JO t 133HS
"+^+
g�
p G
I4282 2003
4282 2004
4282 2011
4282 2001
460 2007
0496 2007
466 2069
o..
S
S o
SUBBALLAST - TYPE A, GRADE 1 FLEXIBLE BASE
TRACK 136* CBR If/ WOOD TIES AND BALLAST
EMBANKMENT
RC PIPE (EL V)(36 IN)
CSP (GAL STL 36 IN)
REMOV STR WIPE)
HEADWALL ICH -FW -0)(01A• 36 IN)
DESCRIPTION
EXCAVATION
"sg
N
[TRACK 1368 CDR W/ WOOD TIES AND BALLAST
0
a
c-,,,1 g
"+^+
g�
p G
I4282 2003
4282 2004
4282 2011
4282 2001
460 2007
0496 2007
466 2069
o..
REMOVE TRACK
DRIVEWAY (SURF TREAT)
TIMBER GRADE CROSSING
REMOVE TIMBER GRADE CROSSING•
SUBBALLAST - TYPE A, GRADE 1 FLEXIBLE BASE
TRACK 136* CBR If/ WOOD TIES AND BALLAST
EMBANKMENT
RC PIPE (EL V)(36 IN)
CSP (GAL STL 36 IN)
REMOV STR WIPE)
HEADWALL ICH -FW -0)(01A• 36 IN)
DESCRIPTION
EXCAVATION
"sg
N
"`iN-K
m
Po
n
0
'1
0
C
z
0
0
O
70
n
m
US
n
0
Z
N
1
70
C
n
1
O
z
n
0
z
1
70
n
1
0
6iSI6'i�iq 5, 33.
331�m 1gq3'.se:i 0 qqq 6,.��,,, '' I FRE. OpmorRl�R(W
02.0
sxsxxss�sa sd I's# a{i JWE, 9278011
0EXIST
FRCP T%R
67765
68033
67669
67579
67974
T9 AA9.P/ NI
is
O ,m
67573
67
67599
67937
67565
5- 67929
67560
67925
Al 675.28
67928
675U3
6793T
11 6759,1
679.54
e
.Y 8 ' b re
-.
• � 1 SS iL _F 2—
a -- -` --PYI 7116.44 p o o A S
A T1 P UV i7 .IS sgAit
x M
...___.l x
I
1!
••
exq
67536
6,873
675J7
67997
(PROPOSED ARTERIAL A
STA. t31110.44
-675.,'75
S. DIRT ARAD
STA 16.21.40
Fa .Ts. $
6
1 T.. F .. -
11*
USE+ MRAUJSER)
V= SUBMITTAL ARTERIAL A
-- MATCH LINE STA. 7+00
' ++Nn /1---T------
e•
9.
8
(g
$
Sio ,.�V{7
or
-5t0 I I.12: SI
5i'0 1!•72.51
£ PROPOSED ARTERIAL A...N..
T. a1
�o
•
8
i
1390
1
QQa V
P I I
1
7•
N
8
F
Ste 1,.35.
almoommemmm.mmalrelemm ammammommeem
MATCH LINE STA. 18+00
fs
8
tiVELS DISPLAYED
EXISTrA
POW TilR
o
FILE: civarmrkfrOdoAdas92816VildAPPlii2
114TEr 943/8:91 TIME: MO All
•
•
USER WH1R..1.1SER)
100X SUBMITTAL ARTERIAL A
6.55
PP40
34W
ig
14.4%,0.
,Aj f M7Y
AN7l • i� Y�.
S M}
ALC
14 1.4
r
II
I:1
Id
11L
1i
11
F*E eywwrlNOW1e09070Is/-uYA01.11.1
004 /'SIF 101Oe."1
.F41
1S
11
rt
1 1.
1 I
111
Ili
WW Ili
KENN& FORT BOIN M:,
205.00
ER U5 75
:s
---_—_—_---_��_—_3a-. US 71/IPRR RCM
tv
:R
-r
6
•
1
y
,fir
A
A
1
/40
r
0
J
X
A
9
Y/ 0)
N ~► 0)
MI AM
go
08VA311109 1803 A3NN3)I
r- 11;04i
C<
1'4'J
m
SP
X) 1— r
— I>
* 0
(o
4 4 �,'.
1.1
1
TEMPORARY
OORSOR
•Zs,
II
$O2
s
A
N
3631
rit
w"neia�"(uud
1 a ''''''1111914t Na
)a
v
aca
wx�
__ __-_____�.___ 3131
J_
f9S AAPAAAMAteleN021137(lo e..,A6 1STA9El.a9n
- AY 4 MOOR-OSE'I9
a as '
lil ii1
til it 1
11
1i i 1
TA [)
• C
C r-
.73 En
___y
rmv+ i
" of
if(
2
1 C
KENNEY FORT BOULEVARD
—.—i----.--- —.
205.00
E9 US 79
• • •s
r
•
• . . J _I• / • .
- ----fro US 79/UP99 909
IX
11
4 f HTH+H+JJ1.tll
•00
10
TEI7OPra9Y
CWSThUCTION
EASEIENT
I 2.
— 3131
V
a Im a a bn
N J ki
0
7t C
M r
zm"'.��
-< a: **t
Xinc-1iCA ax, - 0#
i * .n,
m xi 0 A'S
C.. r
a 0
xi C
v -1
F -LI X
October 10, 2011
Bili Bambrlck
Chasco Constructors, Ltd., LLP. -
2801 E. Oid Settlers Blvd.
Round Rock, Texas 78665
RE:'K.nney Fort Blvd. (Artsriai A) Charge Oder 11
Dear Mr. Bambrick,
Attached is the documentation for City of Round Rock Change. Order NO. 1 as shown below.
• Attached Special Provision 01340-001
• City of. Round Rock Contract Quantity adjustment/ Change Osier form with the
change in quantities; and an added bid item for additional Cost to include land owner
as additionally insured.
• The below listed Pian Sheets are attached as part of this change order and shall
supersede the existing sheets:
o - UPRR Plan Sheets- Sheets 5, 7, 10, 34, 35, 435
• The below listed Pian Sheets are attached as part of this change order and shall be
added' to the contract
o UPRR Pian Sheets- 34A, 34B, 34C, 3M, 35B, 35C
Please review al contents, update City change order form with pricing for insurance item and
forward to the City for review and approval •
If you have any questions or require any additional information, please keel fres to contact
me.
HDR Engineering, Inc.
Leah Peters for George,E. TiNett, P.E.
4011 VIM Gals M.Y. P. u),.a1,YO
&ft F* $I211241N '
SPECIAL PROVISION
01340-001
Submittals
For this project, Specification Section 01340 "Submittals" is hereby amended with respect to the
sections cited below. No other clauses or requirements of this Specification are waived or changed
hereby.
1.5 Transmittal of Submittals, C. is voided and replaced with the following:
C. Only electronic submittals shall be accepted.
1.5 Transmittal of Submittals, C. is supplemented by the following document.
"Submission of Project Related Information" shall supplement this specification. If there is a conflict
between the two, the "Submission of Project Related Information" shall govern.
Kenney Fort Blvd. (Arterial A) 1 of 1 SP01340-001
Submission of Project Related Information
This document is for use with the City of Round Rock project known as Kenney Fort Blvd from
Joe Dimaaaio Blvd. to Forest Creek Dr. (Project). This document is intended to be a Guide in
the Electronic Submission process and changes apply only to the Specifications listed.
1. All Electronic Submissions shall be sent to the following email address:
kfortadmint hdrinc.com. The Engineer does not require any CC recipients with the
exception of correspondence.
2. AU correspondence must be addressed to Bill Stablein and CCd to George Tillett. A scanned
pdf file shall be submitted electronically only via email sent to kfortadmin@hdrinc.com AND
CCd to bstablein@round-rock.tx.us
3. All submissions shall be between Chasco Constructors, Ltd., LLP (Contractor) and HDR
Engineering, Inc. (Engineer). No Submittals will be accepted by the Engineer from anyone
other than the Contractor.
4. All submissions shall be in pdf format.
5. The Engineer shall confirm receipt of electronic submission within 2 business days.
6. The Engineer shall keep a log for all submissions and shall provide this log to the Contractor
for reference as updates occur or on a weekly basis.
7. All electronic submissions shall have a cover sheet attached which lists pertinent
information, including Project Name, Project Number, Date, Submittal Number and Type.
SHOP DRAWINGS
1. Specification 01340 SUBMITTALS shall be supplemented with the APRIL 2011 "Guide to
Electronic Shop Drawing Submittal," In the case of a conflict between the two documents,
the TxDOT manual shall be the governing document with approval of the Engineer or
Owner.
2. All shop drawing submittals will follow TxDOT procedures for submittal as detailed in TxDOT
Guide listed above unless otherwise specified in this document.
3. The TxDOT Guide shall be modified as follows to suit the needs of the Project.
3.1. All submittals shall be between the Contractor and the Engineer. No Submittals will be
accepted by the Engineer from anyone other than the Contractor.
3.2. File Name examples are shown below and shall be as follows:
YYYYMMDD_ProjectName_SD_Structure_Type_Submittal No
3.2.1. Re -submittals shall follow TxDOT guidelines. File Name for re -submittal shall not
change, but shall add A, B, C, etc. to the end of the file name.
Submission: Brushy Creek Bridge Pre -stressed beam Shop Drawings
Example file name for Shop Drawing: 20110824_ KFORT _SD_BRSHY_BEAMS_001
REQUESTS FOR INFORMATION
167980 Kenney Fort Blvd. Joe Dimaggio Blvd to Forest Creek Dr. 1 of 2
07225-94452
1. File Name examples are shown below and shall be as follows:
1.1. For Requests for Information:
YYYYMMDD_ ProjectName _RFI_ Subject_Submittal No
Submission: Sidewalk information clarification
Example file name for RFI: 20110824_KFORT_RFI_SIDEWLK 001
SUBMITTALS
1. File Name examples are shown below and shall be as follows:
1.1. For Requests for Information:
YYYYMMDD_ ProjectName_Subject_Submittal No
Submission: Concrete Mix Design
Example file name for Submittal: 20110824 KFORT CONCMX 001
TESTING
1. Testing requests shall follow the procedure outlined below. All testing questions and
clarifications shall be directed to Eddie Imken
1.1. Notify Eddie ahead of time of testing needs
1.2. Upon approval from City, Contractor shall request testing directly from John at Fugro
giving a 24 hour minimum notice or as early as possible.
1.3. Testing turn -around time will be as stated in the schedule provided by Fugro
1.3.1. All testing reports shall be forwarded by Fugro within the timeline stated in the
schedule. The distribution shall be as follows:
bill@chasco.com; eimken@round-rock.tx.us; bstablein@round-rock.tx.us;
james.perry@hdrinc.com; pat.bachman@hdrinc.com
CC: Kfortadmin@hdrinc.com
167980 Kenney Fort Blvd. loe Dimaggio Blvd to Forest Creek Dr. 2 of 2
07225-94452
0
k
z
cx0
z
0
1k
z
0
a
ac
0
0
ac0
z
0
_
0
[
u
a.
0
14
wk
uCCu
2■
0
0»
ga
CC
uk
Z
}U.
z■
0
Z
a.It
k
■
4
SHEET 1 OF 1
4q
10
=
Vey...* r :=
0
,,1.1A1 74LIJeaz001
�_ _
/ i
\
[se__!
, Q
q
§k§
)k==[§
§
1 EOCAVATION - ---
EMBANKMENT
RC PIPE )CL 0)136 IN)
CSP (0AL STL 36 1N1
REMOV STR (PIPE)
HEADWALL (CH-FW-0I(DIA• 36 IN)
SUBBALLAST - TYPE A, GRADE 1 FLEXIBLE BASE
TRACK 1364 CWR W/ WOOD TIES AND BALLAST
TIMBER GRADE CROSSING
REMOVE TIMBER GRADE CROSSING
REMOVE TRACK
DRIVEWAY (SURF TREAT)
i.
11
110 2001
132 2001
464 2040
460 2007
0496 2007
466 2069
4282 2011
4282 2001
4282 2003
4282 2004
4282 2010
530 2012
0
14
wk
uCCu
2■
0
0»
ga
CC
uk
Z
}U.
z■
0
Z
a.It
k
■
4
SHEET 1 OF 1
4q
10
=
Vey...* r :=
0
,,1.1A1 74LIJeaz001
�_ _
/ i
\
[se__!
, Q
q
8
8
00+81 'US 3NI1 H31VN
1 1 . 8
1
i
4 1
s
o•sl
P aao
NW
LL
'ji
1V163l10 0360dO6d 3
1t L1•
L 411.6 ws
8
3 ▪ • I
L'•Lot OLS\/
V M!!3llN w.upr9AS ;fool
6/36/2-60108 •a Sil
asa
EY 16.11 U8'
m;
M WWII +3m1 /03/0/6 '3162 r
MJ02CWdaf41M91609.1P.P^i aunA. 71Id
!8629
Lf5L9
£t619
af629 g
'6519
Zr619
9T6L9
9ZSL9
$i649
09'519
W619
S65L9 N
1r649
------66529
5'629 8
£529 6
'£619
P£519
669L9
0•
P
FcO99_ $
59YL9
W1 d0ad
Iry
e y�Ft�
SIC
f
J PROPOSED UPRR BRIDGE
At
CORR CONTRACTOR FORCES TO
COIlLETE TRACKOM WITHIN
PA f LIMITS OF PROPOSED BRIDGE
IP Ia150.01) 8Y AND CULYFAIS
Tus 79
- 7 o z�s_w�Jm
".
!�R.L .....
__-- _ —__—__
8 8 8 8 8 8 8 8
Y
gipM'—"—__—__—__—_ _----_---' _ �_ �.._..__. —__—__—__—_•
E PROPOSED SNOOFLY� —
11 LF PROPOSED 36•CSP STA 16 30.76
NP 136.91
E%UPRR STA�2.11.M E PROPOSED��
INLET ELEW. 672.65' -S DIRT ROAD
«'PROP UPM NP 671&0?92 REPLACE TIMBER AT-GRADE CROSSING
7!
4 LF PROPOSED 7i'CSP
STA 13.79.61 TO REPLACE E%ISTINO 36•CSP
CL PROPOSED UPRR NIP 156.69 EN%P 111P56.67
CLP PROPOSEDARTERIALA OOpp{{ INLKAEELEY� 5672.80
p OUTLET FLEW. •672.62
C PROP VM W 156.65
y 9/19/11 CULVEED RT REVISIONS OWS
3 6/2/11 ADDPLAN NOTE OWS
aI REV I DATE I D SCR PT ON I APPROVED
i THE SEK APPEARING DH THIS UDCUNENT IS
L'120.21' AUTHORIZED BY BFANIS H.SCHULZE,P.E.
01 0.H DI 001% li TIZfI ON SEPTENIEA 19. ZO11.
-- 0 - - - - _ ...-----1.'199.00'... - - ---- - ..----- F\ \
0 01 1
-oo1W _
h
6@D'
-- ------
- Dig 0
ggg 2W%
� a ax
it 0.06
m 685
s M �
�
NNIS W. LZn
dat %$ 7120•9F
- -'--
---- -- _ -- ----------------
-
\
iv
--- -- --- - - -
- Ausin QTeI675__ ._____ -_ _ --------------- .oT$s d18
E7E4
5T
2
OF Ergne rc3 •c
TQ117�4401 Wes'Gale 0,4vfe 40
0NSR
RROPOSED 76'CSP 1 z OW-ITAfME aF PL6L'�i CN•%%.S$
665' QUTLET NO, $79 63'
CSP
1.
_. pppppSE�3{
OIITLE .ECFV. $T2
t �t7UPRRI A
..~I 660. '- -- -- STA. D�7SfwUPRR
;
' 1
.61
9
o ; — FIN P&P
AARTERIAL ME
J;t - n� '. ^l l.. .-NAV
co:
..-_ .nt Hxavvzf r.ocH ALIGNMENT
�
IC fl
ANTF R!AI A
13-00
f• I __ ___ SRLlI NO
^ Wil InVSON —� RO'�NOTitUCN 1 10 --
�F 1
r 6 I.
JW Vs �y
d oI'i 5` 11
_ ell
1 la
ea F; Fal ex
55 517 5N 51
p k 86E le
tICIICIS 13
NOLLMM1LSIW
1111110/131
/131
KENNEY FORT BOULEVARD
a
r
Y�
6
at a 14
w a a a a a
A
El
Mg
go
L----------,]
St Sfl 83
OWA271I011 11/0d MINZI
4135111Mar 117511
_=__ _ =^re==rtilc=-1
11 11
11 11 -•I.,
+/ I --+t
I P ID -1
40 a
or Ma sou twins eua
1Mr7DMlrTwOQulaN00414.1.ev 9M4
Am
a
_a
1a3135r3
NOIlOna15N00
4.4180d1831
---- way awns
3
Is
a
14-14:11-t -1 H B f I-
f _
1
1
1^ a. 1
V-
1-4
ISOS maim. Sn ,T= ----I--------
• IWs
• • L -"•" -.. • • •
• I •
it 5n 83
•
OWA3711O9 .1210d A3NN3Y
8/3SITMO M 41.750
RT•
0
44,1v, tV
d
r
IIIii-
UI.?
VP
•
lie fi
40 n
m c to
M .:.. '�11� wirer 931•7
Lari3MISIOvw-n-paimma Y emamm m*. 3714
I0�
Oritt;rsplKss's
>
r.vz'�tf
-�Y4Sq'l[`t6 u1
a µ
tO5
i
I
jI I !IIPRR TRACK_i...
Q SHOOFLY
: i I TRACK
:
-(US 79 E611L US 79 EOML STA 205 36.62 INSTALL NEST ,,Ip 156.91
E%[STING 3-4' 2 CULVERT HEADVPROPOSED
' UPRR STA 12.14.40 ,
BDi CULVERT, J.I SET J6'RCP
i I I
e CULYI l I l
P"
yea GRADE TEMPORARY CONSTRUCTION
_ �"1_ I EASEMENT AREA TO DRAIN TO SLOPING
- '' I INLETREGRAETTO E%ISTITERCONDITION,SHOOFLY,
44,
NOTE.
I I I I REFER TO DRAINAGE ALIGNMENT DATA FOR
• I DI TCN ALIGNMENT.
I I INSTALL Jg" CSP%49 LF ( 2. REFER TO DIIAINAGE DIT
CX PLAN AND
ICUT AND COVER UNDER UPRRI 36' CSP%34 LF I PROFILE FOR DITCH ELEYATILAN
INSTALLED IN
'- JOIN SEGMENTS OF _i STAGE 1 I 3. REFER TO UPRR AND%ENNEY FORT BLVD
Y i 36"CSP SSTNSTRUCTTION PLANS FOR CULVERT
Iw
� I
F I I I I 9/19/11 SHEET ADDED OrS
V T PT PPR V
y� 6 OF
4UPRIITRACK!
__ /� *��
RRR r 1 �[�\`
1 1 1 I
' : i i ' i 1 rL SHOC;FLY TRACE( ;.. /. .:...................:. .
E%I$T LNG GRQUNO ; 1 i /
,
1 1 s oFnrrs r,saNrLZE
i �
/, +i �•'yA70
4�I tat
1 ' o� cisco, '
a 67_j____
I
—.679
CULVERT `
------- 1 1 111 , 1 I 1 i i E OU S
i
RT STAG
� CULVERT
STA,67i - 1
s71 _-�=x533— ii ---------------
-------------- — i ! KENNEY FORT BOULEVARD
1
_ f 6
-- ,_ .,.. ....
bZ __. ..- .}. .......,'... __. - ----- ---- - _6720 :o N
__. I__
E%I Is
I -_-; SEEDIN 1i��RT DS FL �2.46' i 0 v
DS FL 673.13 I ; i F UPftR
y
,
bZfi._ FNA -wsII , 9HFFf20F s- i — -V :
CUUVERT AWWA
3
:
,
SED US 672.65, THE CITY OF ROUND R TEXAS
PR 1 rC�ULVRT 1TA(�E 2 oc%,
ppp
q
6 22S LT OF UPRR ; 1 uP �2T�R7'�67IAF
R STA 1 +i .40 — -•---- -- --'--- - - -
36 CSP i I
N^.. QIOa i s,F Inc.1
23'y 9 FP$
: 6Z l5
f 1 1 1 of f i
-' Ynw.u culr0l• A
ii 1 STAT1. �1'NI>Jt IT NU. HtMDNAY
1 TL%A'i %ENNEY IOlil HI.V
f I:WNTY CI IY SNF Tel N0.
WILLIAMSON -HOUND HOCK
11431•138,3
No uonnistioa
:a A8Y80•1131
E-
a
tf_J-
.,a
2
8
Lil Z
> z
_Jui
n Ne
41 e,1 U
THE CITY OF ROUNO ROCK,
fl
— — — —
C44.
:as
e
id 1R14:
nal
I 2
•ffiI 1-1 ir
se sn 83
CIINA71170g Jii0_1 ANINMI
AfiSreGOS WSJ)
t SHOCIFLY TRACK
8
8 i
I
,T8
S.f.w4 ----
I 35 .4
H peg
• _
N4 r.
• ig$
we May WILL 4171/17/8 911,17
diri331.15-10Vnrrrimoingowsp00.4.42µ2 971_4
..,,,
. . .
rAK,* at a? ti
,,,t a S ark.; t /L41:1.4cri,/,
41
L
41
,
S'
U H
si
5x:«Inch 2
I3.0 Clraular
' I ' IFRO TRACX "..—A I N~Of Ii•1
s ( r•44.000
Slap 0.001
1 ( (SHOOFLY T I -.I \.. Do.n0trOm In Ft`•TS72.6im
US Ti EINL STA 200.03.76 I I M voles 0.024
EXISTING i' z 3. 0 4' x 2' ( Entronw KE volw• 0.200_____-«-
.} : i—[US 7f EOL
BOX
CULVERT• 7t 1 SET 1 - ---«
lvwtq MAX Inlet Outlet Tell~
'
V ISi.17 ' `.\ 1 000•«674.220 i74.OH 674.220 672.700-«
- i J - 0
EXISTING
STA IS+70.20
E%I STING M'CSP%24 LF 1 i f-�\ ) Outlet Un-faFw GOP"CrItlool slope slope TO BE REPLACED ,� `. P loopy 040tNN__Ogth Slap Slap
' I 1:CyV2 90' N y \ .` �,. -. 0000 4 f90 1.210
0.946 0.;
................!3 0.004
Ta11YA0ter Definition-UNr SIAVPH IW Ta11;HK EI4vHipNi ---
\
10•w IGI!awr------ r
-- I --� I �'1� - -I —- ----- ----- -------------------------- --
9.000 i7 7
PROPOSED
{ \
HEAORALL (NEWS'CSP X144 LF !!' TEJVRARY -� �- �\ \ \ ---------------------------------------
NOTE__
I� I. REFER TO DRAINAGE ALIGNMENT DATA FOR
I i PROPOSED —I— fi 30'CSP I \.\ .=.. DITCH ALIGNMENT.
?FOR SHOOFLAYCC�RNppA I 2. REFER TO DRAINAGE DITCH PLAN AND
CCOOPER ESP
LOMEMO.�E I `\•\ PROf[LE Ftll OITCN ELEVAT
E DITCH EONS.
I 3. REFER TO Fl ANO KENNET FORT BLVD
1 1 I sr7ION PLANS 6011 CULVERT
.�''• I 4. REFER TO CONSTRUCTION PHASING PLANS ro
PLACE 36'CSP IN STAGES.
s .Il CULVERT REVISIONS CLP
I 1 ,
-- ----- --- ---- --- ----------------------- ----- ..........OF 111
--------•- -- --- -------- -- ------
r��
f UPRR TRACH :*11
EXISTQ4 GROUNDc t""' j'*•�
80------- ------ ------------I------[
1 %%4 j �QLi
Zi__ JA - . \S/QAIAL �r
+ - ------------------------------------i11AG%
ITT
-`-.,�---- -- _ _EXIsrcN-c---1
--- CULVERT LAYOUTS
NR_--674.: ----- ------
--------------r _ fila
'�.
CULVERT *2
7_ ____�------- ' .._ '______ -- I I rAllaAicRCLi•�n.7tf KENNEY FORT BOULEVARD
# + _ ( � --------H ; ---- } --- -- -- -- -a7 RD
J
...LL , , , I 1 • GRADE T ,
TL_ FL iS2' i _ -_
______ _ ____ _ _�__�..____..__.. ._SEFAitlG____.,___ - _.-____ _____ ______ ____ _. _ _ _ ___ _ _____ _ IM
TO SING t�T _ . _.,___� __---------
- ___ 0 2 4 v
� /RpPpSEy —�� 7
679- ------i-'------i-------''_------�- ...0'22•-kT- UPIN`---------------' REPL ------- ' 33 L OF C �-R6OV�MOYIIDOFL�C'-------' -------- .fiT >fIIEE�2�2
' PROPO;Ed�1 ! 'balfa
xz r ------ 3r -
Howl
PROPOS€D WIMALL THE CITY OF ROM ROCS, TEXAS
— - - -- - "— ' ---------- ----- --- -----------
PROPOSED CULVERT 2
UPRR E STA 15+;78.29 .m
i 36"
CSP _
i
xO CFS STATE PRoxCT M0. MAOAOXAY
V1100.- 4.7 FPS
LENGTH (FINAL CONFIGURATION) • 44' TEAS ENNET FORT BLV
COVNtt
CITY I SHEET N0.
-- I NILLIAN30N I ROUND ROCK
0
>-
Lai
=
- 2
0
2
r-. P.; ri.
r--
40 401 40 (0 Itl
--- -'1 4
! I .
, $
; t .
r.!
00.3.443
morianaistao
A8V210013.1.
-- _
60
t •
$
1 H 4 f H -I -H
.-
il I II ;
— 2:—!----31-----T1-7— --1-1
It ;til
11
I I
;
I
-H- --- +r--
--- 7 -
cn
LLJ
>608 \,113M -116L 511
is 1
1
_L!
- -
00•603
6L 511 83
1-
I ;
°WA77110El 1110.1 A3MM3)1
riagrrarrmo 41201
vvrn-g•i---
'3.00
.5W1 WILL
idif,13911.9,71W.r.-PAILSIZZCSWigtiPlaiiidie 711.4 1
---
• -
4c$
$
.$ F$4$$$ ;f
LOA ;03 0
friArtat :13411
111
0110 .7111013 11:104 d3NN3N
W1511,1O4X 1175/1
h
M VIII 42/76 7lM iQh htd ntQ
ua0239#15-ZOWmMA0101700~40,..A. ;PM
I
20t
.719t460
ApNNa{iSIS
1p
uylz�
c I Os
"4 yy
34V'd51C 5.3.:
EIt
[t
1=
lh
411AO„..?
r,c
z
n
S
.►.s
#is
=PM
OAP 12A14 AMC& SNW?d X001
WNW, WM
M DO. 911Wl 1W/N q p r
7f,