WA9601A-CS 990514 SHIMEK, JACOBS & FINKLEA, L.L.P.
CONSULTING ENGINEERS
8333 Douglas Avenue, #820 Dallas, Texas 75225-5816 Fax (214) 361-0204 Phone (214) 361-7900
ROSS L. JACOBS, P.E.
RONALD V. CONWAY, P.E.
JOHN W. BIRKHOFF, P.E.
~OER. CARVER, P.E. May 14, 1999
GARY C. HENDRICKS, P.E.
I. C. FINKLEA, P.E.
Mr. Kenneth M. Griffin, P.E.
~ty of Coppell
Post Office Box 478
Coppell, Texas 75019
Lake Road Water Line
Alignment Revisions - Wagon Wheel Ranch Tank to State Road
Dear Mr. Griffin:
As you directed, we have re-aligned the Sandy Lake Road Water Line project, from the Wagon Wheel Ranch
Tank to the Sandy Lake Road/State Road Intersection. The new alignment follows the noah line of the
Wagon Wheel Ranch Park over to State Road, then generally stays 7-feet off the west edge of the concrete
pavement in State Road. The alignment has been set in order to avoid conflict with hardwood trees through
the park property. Where the alignment could not be set to avoid conflict with trees, we provided for boring
under the trees. Construction plan sheets 1A through,~is^how the revised alignment and are marked "Change
Order Number 2" along the lower border of the sheet. ~r
We are enclosing two sets of the revised construction plans along with a preliminary copy of Change Order
Number 2 which enumerates the quantity changes associated with the re-alignment and applies the current
contract unit prices. The resultant effect on the contract price is an increase of $142, 850.18. This large
increase is primarily due to the 400-foot long bore under the Cottonwood Branch of Denton Creek.
Please review the enclosed construction plans and associated preliminary change order and notify us of your
findings. We are available to discuss this project further at your convenience. ~
~Larry Davis [
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I 1 /' ! I
CITY OF COPPELL, TEXAS
Sandy Lake Road Water Line
Wagon Wheel Ranch Elevated Tank to Denton Tap Road
CHANGE ORDER NO. 2
A. INTENT OF CHANGE ORDER
The intent of this change order is to modify the provisions of the contract entered into between the City of
Coppell, Texas and Fox Contractors, Inc., P.O. Box 951, Midlothian, Texas 76065, for construction of the
Sandy Lake Road Water Line - Wagon Wheel Ranch Elevated Tank to Denton Tap Road, dated
December 8, 1998.
B. DESCRIPTION OF CHANGE
At the request of the City of Coppell, the alignment of the 24-inch water line from Station 2+ 15.30 (Start) to
Station 45+49.73 (State Road) is hereby revised as shown on revised construction plan sheets 1A throughl~
The revised sheets are marked with "Change Order Number 2" along the lower border and are hereby made
a part of this change order by reference. As a result of the re-alignment, the project quantities are revised as
shown in Section C of this change order.
C. EFFECT OF CHANGE ON CONTRACT AMOUNT
This change order will have the following effect on the cost
Item Description Previous ~'~ ~1 ~-',~:~ ?e' 9' ,~"~[[' rice Amount or Change
1 24" Water Line including ~ [R ~'~ ~ · rl t°~,~~ ~
-~?~ '3 - ~' ' ~" ~ / $265.00 $ 41,605.00
2 24" Water Line by other than Open ~ ~;~
Cut ~ ~.e ~
3 24" Waterline w/36" 3/16" Thick Steel (i~; ~.~ ~ ,,,,,~.F. $300.00 $ 140,400.00
Encase. Pipe ~x~i ' 'i/
7 12" PVC Waterline with o~25/250 L.F. $27.00 $ (1,458.00)
Embedment ~
10 6" D.I.P. Water Line with 99 L.F. $22.00 $ 550.00
Embedment
12 12" Gate Valve 5 (1) 4 Ea. $1,000.00 $ (1,000.00)
13 8" Gate Valve 8 1 9 Ea. $600.00 $ 600.00
14 6" Gate Valve 4 (3) 1 Ea. $480.00 $ (1,440.00)
15 8" x 8" Tapping Sleeve and Valve 5 1 6 Ea. $1,900.00 $ 1,900.00
16 12" x 12" Tapping Sleeve and Valve I (1) 0 Ea. $2,700.00 $ (2,700.00)
18 3" Air &Vacuum Release Valve 4 (1) 3 Ea. $3,500.00 $ (3,500.00)
19 6" Blow-Off Valve 4 1 5 Ea. $2,000.00 $ 2,000.00
28 Asphalt Pavement 315 135 450 S.Y. $32.00 $ 4,304.00
Total Amount of Change: $ 142,850.15
\\engineering\~sjf-sjf-v~2~sjt~¥r~je~sx~erica~\c~ppellx96~5~specs\change~\~2.d~ (5/14/99)Page 1 of 2
[ I I I I IF
Original Contract Amount $912,243.50
Change Order No. 1 17,500.00
Change Order No. 2 142,850.18
Revised Contract Amount $1,072,593.68
B. EFFECT OF CHANGE ON CONTRACT TIME
The work required under this change order will not add any calendar days to this project.
Original Contract Time 200 calendar days
Change Order No. 1 0 calendar days
Change Order No. 2 0 calendar days
Revised Contract Time 200 calendar days
C. AGREEMENT
By the signatures below, duly authorized agents of the City of Coppell, Texas and Fox Contractors, Inc., do
hereby agree to append this Change Order No. 2 to the original contract between themselves, dated
December 8, 1998.
City of Cop[ ~*~"'~~'.~ Fox Contractors Inc.
Owner_ ' ., ,'.~ ') ' Contractor '
.
Date: . .
Attest: es:
\~engineering\.sjf-sjf-v~2.sj~xpr~je~ts~eti~a~xe~ppe~L~6~xspe~s\~hange~\e~-2d~ (5/14/99)Page 2 of 2
o'YFO0"I Sx30~ ~P,(3*CX)-O~L96 N~ 966/fL/GO
CONSTRUCTION PLANS
SANDY LAKE ROAD WATER LINE
FROM: WAGON WHEEL RANCH ELEVATED STORAGE TO: DENTON TAP ROAD
Project No. 96-01A ~ BID NO. Q 1098-01
The City With A Beautiful Future
CITY COUNCIL SHEET INDEX
Candy Sheehan, Mayor
Marsha Tunnell, Mayor Pro-Tam .~ SHEET DESCRIPTION
Norman Alexander
Danny Watson f',= "'
Lanny Mayo
Chuck Sturges
~ 5
Larry Wheeler , ,0T ~ 6 PLAN-PRORLE STA. 55+00 TO STA. 66+00
Bill York - LE . 66+00 TO STA. 77+00
CITY MANAGER
~ 11 PLAN-PRORLE STA. 110+00 TO STA. 117+86.7j,
Jim Witt j DERAILS - CITY OF COPPELL STANDARD
CONSTRUCTION DETAILS
i-
DEPUTY CITY MANAGER .=~
Clay Phillips ="~
NOTE:.. 17-/~' COOrDINAtE' ST$1'E;If r"'Clq TI-IIS Pti'OJE'CT l~ ,.gPE'~
TO fttlS Pt?GIE"CT ONL )' ANO IS NOT 84gEO ON TFIE'
CITY ENGINEER
Kenneth M. Griffin, P.E.
SHIMEK. JACOBS &: FINKLEA. LLP, /2/99
JOSE A. ESTEVE
A = 9'32'03' LK
BEGIN ~41S PROdECT
REMOVE EXIST, 24' PLUG P,L $Tk
CONNECT TO EXIS17NG A = 9'45'49' leT.
24" WATER LINE N 18260.3065
N 18244.4292 E 113B~.B959
E 11324.4167
,=-,~ '~' . . /...'-~ NORTHPOINT DRNE 2' OAK 12' OAK
, ) 12' W.L.
~8' 0N< rrl
~8' OAK 18' 0AKi
I ·
-Nora:. -- -~ +
"'~ 0
~. ALl, 1tORR' 15 ro B[ CONfiNED 70 THE SOUTH 5/DE OF P./.
TN~ PRC:IDE~Y)' L/NE ON THE CfD' OF COPPE1.L Pt~OPc"~TX A = 4'54~2" LT.
~ CITY NAS NOT ~ FOt? TLc'M~ ,4CCLrSS, TO __ __ ELEVATED TANK
~ ADJACENT ~ry' TO rt./E NOqrt. l. (BY OmE,S) CITY OF COPPELL N 18278.1374
E 11639.5148
V0L 96164, PG. 197
'
4 5400
CITY OF COPPELL, TEXAS
LAKE ROAD WATER UNE
PLAN-PRORLE
STA. 1+08.59 TO STA. 5+00
SHIB. JACOBS & FINKLEA. LLP.
e~RY c. ~ COflSULqlNG ENGINEERS
~ IY: G.C.H. FRO, E, CT: 96150
X X X X I ~._.-:'_ e,t: s.J. & r. paw..: u~Y, 1999
st,4. zo+25 JOSE A. ESTEVE
FURNISH & INSTAI~ V~ 8~(~, I~
I-J" AIR & VACU~t
REL~SE V~ ~
~ ~k STk 7~ N 18355.~78
~ = ~2~6~4" e~ E 12232.5916 ~
~ ~ TOP ~K
~ 1~ ~ ~* ~ 24' ~ 75' U$~
.,.., ~ 11810.~25 E 1220Z7679
.... ~.. C~ OF COPPELL
~. ,~? ~. ~ ~1~, ~. 197
~R~ UNE ~ ~E ~ ~ ~Z ~ ~E CI~
~ ~T ~ ~ ~ A~S TO ~E ~C~T
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~' ~AND ~KE ROAD WATER UNE
~ ~i ~ ~o. 2 ~ ~,,~ ~L~kv,~j,~,~f~ ' , P~-PROFI~
,75~ ~ ~ ~ , ~ ~.~.~ .~~~~ 5+oo To ~A.~6+OO
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I
MATCH UNE STA. 26+00
HEAW WOODS
I~ P.I. SI'A. 20+25 dOSE A, E:S'TEVE
{I A = 2'lo'to"
0 II E t3225.5396
'~ ~/Z.Y..
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w." O BARB WIRE '16" nM
~ ~ HEAVY WOODS [' ~ STA. 25+00
18 I~ FURNISH ~ INSTALL..
I~2,1" eUTTERFZ Y VALVE
8'P~.
PJ. STA
"'1 10" P~C. 12' B.T. ' CE~R 26° I~C~--''1"~ POST A = 92'09~6"
HEAVY WOOOS FURNtSH& INSTALl.'
/ ts' 20 L.F. 12" W.L. SOUTH
& ~ 1-12" PLUG
106 S.~. ,a. SPtt~T PIIPlI: N 18508.8~q3,,T
6 13661.0153
CITY OF COPPELL
V0L 96164, PG. 197
STA. 24+40
Sell. tLH. FUt~VlSH &INSTALL ~ r'OR ERE P~'
Ill 4~7.42 I - 6' BLOWOFF VALVE
F.L 482.62 NOTE. &ASSEMBLY
1. rile 8ORE Rr ACROSS StArE ROAD SHALL BE COVEED 30 LF 6' O/.P.
W/17-/ STEEL PI_A17NG SUFFICIENt TO MAINTAIN AT I. EASr .~ I - 6' PLUG
ONE L4A/E OF rRAFRC AT All RILES, :i~:i 1-12' PLUG
2. AlL WORK/S TO BE CONFINED TO rite sour/-/SIDE OF ~,~kN. SEW.
THE PROPERI'Y / /IVE ON THE C/rY OF C"DPPE/ / P~PERTK ii~+ RIM 488.51
F.L 476.85
rile c/n' HAS NOr ARRANGED FOR rE'MPORARY ACCESS ro 0 40 ~) 120
,.,, ,,~,.
CITY OF COPPELL, TEXAS
LAKE ROAD WATER LINE
PLAN-PRORLE
STA. 16+00 TO STA. 26+00
SiHME:K. JACOBS & RNKLE. A. LLP.
CONSULTING ENGINEERS
~ BY:. G.C.H. PROZCr: 96150
17 18 19 20-H)0 21 23 DRA~ r~. S.J. ,, F. ~,'m ~Y, ~999 ,~ 2
NOTE..
1. REMOVE AND RES~'T METAL BEAM GUARD RAIL AS
REQUIRED. NO SEPARATE PAY ITEM.
JOSE k. ESTEVE
VOL 89099, PG. 757
P.I. SrA. ~2+58.07
A = r59LrB' ~,r.
P.z SrA. 30+~6.5~ N Lf2.98.,1410
A = 2:20~55" Rr. E ~35~0.0834
O N t~058. ~57 RIRNL~I & IASrALZ It)
O £ 135872146 I-6' BI..OW-OFF VALVE
+ 11.5 ..~K 15 LF 6" D./.P. YZ.I.
P'P' M.B. SIGN SIGN GUN~D RNL I FENCE
u~ STARE '-
Z R.c.P.
_.1, RNL
30'
REMOVE &' RESD' REMOVE &' RESET 73.24
'q' , EXIST. 12' ~CP. EXIST. 12"
I-- IPEUOVE ~ REPLACE ~ BOX : {~
123 ~Y. ASPHALT ~ ! I
~ P.I, STA. 28+56,76
:~ A = 2'54'~3' IT. P,I, ST~ 3~+90,29 P,I, STA. 32+~0,07
N ~900,976! A = 0°0~" IT, A = 2"23'4~' IT,
N ~9231.1009 : N 1933D. 3400 '
E 1361~.2~9 ~ E ~356Z8~9 ~~VQL E 1355Z5417
OAKBEND ADDrrlON ~ LH. LACY
MALZAHN LANDSCAPE voL 94063, PG. 2383
i 80180, PG, 3157
V0L 87187, PG, 396~ ~ :.
0 40 80 ~20 were p~l~rmd
SCALE IN FEET & Rnkie~, L,LP.
OF COPPELL, TEXAS
LAKE ROAD WATER LINE
.... :'PLAN-PRORLE
STA. 26+00 TO STA. 34+00
SHIMEl(, JACOBS & RNKLEA, LLP.
CONSULTING ENGINEERS
~ BY:. C.C.H. PRO'EClr: 96150
26 27 28 29 31 ORA~ BY:. S.J. & F. OA1T.: MAY, 1999 4 mlZTS
3
JOSE A. ESTEVE
VOL8gOgg, PG. 757
E t3,124~6508
·
'* 37 38 ~ , 4O'OO 4~ #,I
I"q 36" R.C.P. pVMT. 7 reST. 18'
~ .~sT. ,8' ,.c.P /-co.c. ~ SrA~ ROAD
~,.k . ~ REPUCE
~ ~ ~U.~M.
LH. LACY
V0L 80180, PG. 3157 :.: ;:~-~
, 1-2,1~d2'
2-24' 81.87E~'Z Y
1- I2~r8" t~Z~ICDi' NORTH
l- lO~rB' rAPPINe SLED/E & YA~V~ TOWER
20 LF 12" W.L. W~'ST .
.~. N 20454.3150, E 13419.7871
CITY OF COPPELL, TEXAS
SANDY LAKE ROAD WATER LINE
PLAN-PROFILE
STA. 34.+00 TO STA. 4.4+22.4-6
SHIMEl(, ,JACOBS & RNKLEA, LLP,
CONSULTING ENGINEERS
0i$1ei~ BY:. G.C.H. FRO, E:Cl': 96150 SHE'T NO.
4
34 35H)0 36 37 38 41 mate eY:. __s.J. & F~ oA'm MAY, ,999 4 m