ST9302-CS 980713 817,335 50?0
· JUL 13 '98 02:27PM KIN' '--HORN FT WORTH
Kimley-Horn
and Associates, Inc.
Fax Tran~mittal
Original coming by mail: Yes: No: /
If you have my problems, please call 817/335-6511 and ask for:
Total number of pages, including cover sheet: / (~
Date:
-
Engineering This facsimile is intended only for the addressee named heroin and may Contain iniarma~ion ~hat is confidenlial. If you are net the
P~nnin~ intended recipient or the employee or agent responsible for deliveq to the adOressee, you are hereby notified ~hat any review,
and dissemination. disclosure. or copying of this ccmmunicatiGn is stric:ly prohibited. If you have received tnis facsimile in error,
E.qvirenmentat please immediately riGlily US OF telephone. and return the original lacstmile to us at the address above wa the U.S Postal
ConsuHanrs Service. Thank you.
.,~ JUL 13 '98 O~:aTPM KIML~.~THORM FT WORTH .... P.ax11
KIMLEY-HORN & ASSOCIATES, INC.
OPINION OF PROBABLE CONSTRUCTION COSTS
Owner: City of Coplnll
Project: Sandy Lake Road Paving, Drainage, & Water System !mprevemenB
KHA No.:06940600 (93021.00)
PART.I_- PAVING AND DRAINAGE
[Itnn No, I)esen.'pfion
I biobiIization l
2 KiZh'~-of-Way Preparation 1
4 R~lo~ ~is~n~ Bfi~ Walls & $i~s _ 2~ SF
5 Field Office 1
6 ~c~ove Old Co~c~ ~ HMAC ~ks, D~es, s~ree0 ,. 40,~
7 ' ' Rem~ 014 Co~ Curb ~d Outer . _4,~ LF
8 ' ' 0nclsssifi~ S~t Bx~v~on .. ~,~ CY
'9 R~ove Bxisd~ Inle5 10
10 Remov~'En~nZ $w~ Dnin Pi~ (~ S~ss) 3, 1~. LF
I1 Rewo~ Ex~dng H~wall .. ' ' _ _ . 21 EA
12 ~move Exisdn[ Sto~ Dnin M~I~ 8
~ Ph~ Exi~nZ 5~o~ D~in Pi~s
14 Salvage ExisfinE Pave~s __
"i5 8" Lime T~ Seb~m~ (De~i~ Con~l)
15A -OR- 8' Ce~ T~s~ SubE~e (De~ ~n~l)
Hydn~d Lime ~ 39 lbs./SY- ]
116~ { -OR - C~ma~ T~ h~ ~ 32 lbs./S~ "' .
17 8" ~re~e Pavem~n~
18 6~ Conc~te ~rb _
f9 6" HMAC Transition ~av~m~t .
~0 ~' ConCre~ Sidewalk 11,5~
21 Solid Co~re~ Pa~nZ Sw~s . ..
~" Con~re~ AII~ 550
~ Con~ Driveway _ 2,2~
24 HMAC Dri~ew~
~S' Gravel Driveway
26 15" Cl~s Ill R=in~ar~ Conc~ Pi~
27 18~ CI~s lII ~tn~orc~ Cen~r~ ot.RDP~ Pi~ 50
28 2F C~ss III Reia~ Co~rm er ~PE Pipe 4.
29 ~' Cl~s BI Reint~ Con~n~ or ~P[ Pi~ 1
30 27" Class ~I ~einf~r~ Co~r~ or ~DPE Pip~
~1 30" Class IB Reinfe~ ~n~ or HD~ P~
32 33' Cl~s III Reinfo~ C~nw or HDP~ P~e 280
33 36' C~ss [If Reinfor~ d~n~ or HDPE P~
34 42' Cl~s HI ~n~rc~ Cvn~z or HDPB Pi~
35 48" Class IH Rein~ed' Concr~ or HDPE Pipe 1
36 ~' elass III Reinfo~ Cosine or ~PE P~ 1,7~
37 ~' Class III Rei~fo~ C~re~ Ep~ _ 15
3g 6~~ Cl~s lll Kein~ Co~ez Pi~ 550
39 Re~s~ 6' C~rb ~et 15
32
Date:
Prepared By:
Checked By:
U~t 'l~ce
Sl20.O00.OO
$20,000.00
$~0.00
~10,000.00
$3.00
5600 O0
$12,00
$500.00
$2.00
] TONS I" $7s.o0 ]
'slr $18.00
LF $1.75'
SY $20.00
s'/"' $7.2.00
SY $35.00
SY $27.00
sY $27.00
SY $20
SY $10.00
bP $30.00
LF"' $31.00
LF S33.00
LF $38.00
LF $41.0(}.'~
LF $47.00
LF $54.00
LF $60.00
LF $73.00
LF $86.00
LF $100.00
LF 5110j')0
LF $120.00
EA 51.300.00
EA $1,IKX).06
07/06/98
IVIRW
MRw
SHEET 1 OF 4
S120,000
$20,000
510,000
$20o,o0o,
$12,o00
$3oo.00o
$6,000
$37,200
S10,500
$6.000
$10,000.
$160.000
$117,000 1[
5253 ,.000.
$129.500
'$14,850
$.59,400
$1,000
$300
$135.30Q
$72.200
$65,600
$13,1.60
515.120
. $13,200
$113,520
$1.10,006
$1.650
$2_2,500
$51,600
P: \930cz 1.00~93021WK\OPCC2. XL$ 717195
,- JUL 1~ ~98 O~:~SPM KIML~-HORM FT WORTH ! P.~x11
PART I - PAVING AND DItAINAG3~ (Continued),
4~ Smnilard 4' Curb Inlet .. _
43 Sundard '10' Curb Inlet _ ..
~-~ Standar~l 14' Curb Inle[
45 'Y' x S' Drop ~ With Co~cr~ Apron _.
46 5' x 4' Drop Inl~ Wi~ Concrete Apron
47 Standwrd 4' x 4' D~op Inlet Wi~h Conueze Apron
48" Standard 3' x 3' Drop Inlet With Con~:rge Apw.n
49 2-Grat~ Drop Inlet (Yard Drain)
50 Smn~=d Type A Storm Drain M._anliole ._
51 Standard Typ~..B_ Storm Dnin Manhole . ..
5~ Type C Headwail
53 Conneu w Existing Storm Drain Manhelu..
54 Connect $o ExistiniLSiorm Drain Mains
55 Co~'u~ec$ to P, xis~ing Stonn Drain Flumes
56 Storm Drain Trench Safety
57 Pavement Buuons & Marking
58 Adjust ExistinZ 5lo_rm D~in MR re Gnde
59 . A.~j_ust Existing Sani2~ sewer MH u~ Grade _ _ _
60 Adjust Exisiing Water aud Me~ef .BOxes to 6fade
61 Adjust Existing ~animvy S~v~r Cle~noui Boxes u~ Grade
62 Penc~ Removal & Replacement
6~ S~ruaunl Sidewalk
~ ' ~ntq~ral Cer~re~' Reiainiug Wail
65 Spread Footing Cenc~ie RelainlnZ
66 Coneme Drilled Shaf~ Remlrdn_$_Wall
d6A Gravity Con. cain P~tainir~ Wall
67 24' Diameter Drilled Shafxs for Concern Retaining W.aUs
68 Brick Ven~r for Cone. Refg Wah '(Expose~ Ira= & Top)
69 Stone Veneer for Conc, P-~'I~ Wall (Exposed Fac~ & Top]
70 Handnils
7 f Traffic Signal lns~mllalion - Heanz Drive _ _.
' :~2 Traffic Sigt~{ Installation - Moore Road
73 Traffic $}gnal Insm!la.d.~n - Samuel Boulevard
74 T~rf$c Cor~lui( Innallmtion - Mockingbird und Lodge
75 '~nf~c Signaliution Inx~r~onn~_r-~ion Sysu:m
76 Tempora~ Roadway
77 Unclassi~ed Drainage Channel Excsvadon
78 Tnpcwidal Lined Concrete Channel
79 4." Topsoil . .
a0 Hydromulc~.
81 Storm Water Pollution Prevention Plan (SWPPP)
5 EA
1
10 EA
2
I F,A
I BA
2 HA
1
8
13 EA
13 BA
4 EA
I5,425 LF
1 , LS
42 EA
3
170 SY
1,030
800 SF
4,130 SF
2,560 SF
"8oo vF
~.,ooo SF
6 I0 LF
1 LS
1 LS
I LS
1 LS
1
1 LS
1,000 CY
~jsoo sY
16,000 SY
16,000 SY
I
SUBTOTAL P.ART I - PAVING AND DRAINAGE =
SHEET 2 OF 4
S65,00
$15.00 530,000
52~.00 $~0,000
$20.00 $3.2,200
$65,000.00 $65,000
$~5,000,00 . _ $65,000
$50,000,00 $~0,000.
$1.5,.0~O,00 $15.,_Q00
$220,000,00 $220,000
$10.00 $10,000
$35,00 $20s,_000
$15,000.00 . _ $15,000
p:\93021.OO\93031WK%OPCC2-XLS 7F7198
, JUL 1~ ~98 O~:~SPM KIML~-HORM FT WORTH -- P.~x11
pAlIT II- WATER AND SEWER
i Item No. I _lkscriptlen
82 '3~" Water Main (PCCP, pVC, or
84
86
8~
~9
90
91
93
94
95
96
9q
98
100'
102
103
10~
105
106
107
108
109
110
111
112
113
114
115
116
11'7
118
119
120
121'
122
123
124
125
126
24" Water Main (PCCP, _PVC, or PE)
1~;' Wamr Main (PCCP. PVC, or
12" Class 250 Ductile Iron. Pipe w/Reiu'ained lo. in~s
8" Class 250 DucGle Iron Pipe w/Restrained Ioims
8" DP,-18 C-900 PVC Pipe
6' Class 250 Ductile'Iron Pipe w/Restrained Ioims
4" DR-1B C-900 PVC Pipe
30" Gate valve In Vault
16' M.I. Gate Valve In Vault
12' M.I, C,~te Valve and Box .
8" M J- Gate vain and Box
6" M.i. Gat~ Valve. and
4' M .I. Gate Valv= and Box
2' Gate Valve & Box
Fire Hydnut
Salvage Existing Pir~ Hydrants
' Saiv.aj~e ExistinS Wamr Valves and Boxes
Correct, dons to l~xisdng WaTer Mains
Co~nb. Air Release valve (30" & 16' Water. Mains)
Concrete Encasemere for W=tex Main
1" W=ter Servica and Me~er Connecfio~
~ 1/2" Wa~er Se~,icc and Me~er Connection
' 2" Wamr S~rvice and Meter Connection
Plug Existing Wa~er Main
Water Me~er Relocafious
Abandon Bxistlng Me~er Cormectjons
Rc(ocs~e Existir~ Sprinkler Box & Reconn¢c'~'~er~ice
Relo~at~ Existrig Water Control. Box & R~c~ S~ice
g' F~n Liuc Meter Vault
K~ove ~s~g 2' Wa~er Main
~ov~ ~is~ 16" Wa~r ~ain
W~r Main T~neh Saf~
8" 8DR-35 PVC Sewer ~e (6'-8' Dep~)
8' SDR-3$ PVC ~w~r Pi~ (8'-10' Dep~)
8" SDR-3$ ~VC s~wer P~ (10'-12' D~)._
8' SDR-3S PVC SGw~ Epe (12'-14'
~a D~p~ of M~ol~ (Over 6')
Co~on ~ E~ ~ni~ S~wsr Ms~oi~
g~i2_~ S~er T~ Safe~
S~TOIAL P~T ~ - WATER
Quanay
10.000
60
7-.600
370
70
1
12
2!
1
12
6
10
2
1
1
65
2.600
320
9~
510
16
11
2,370
5
iv,,xtl
LF
LF
LF
LP
LF
LF
LF
LP
EA
EA
EA
EA
~A
EA
I~A
EA
EA
EA
LF
LP
LF
LF
LF
LF
LF
EA
SHEET 3 OF a
Unit Price' [
S70.~.
~0-00
524.00
S25-00
SX6.00
$S0.0OO.00
$1,200.00
$X ,000.00
$S00.00
$1.100.00
5500,00
$3,500.OO
S35.00
$500,00
5700.00
$~00-00
$~0.00
$2S0.00
S10,000.00
$~2.00
52.OO
SISDO
$20.00
$22.OO
$2~ .00
$1.100.00
5100.00
$300.00
S35,00
$1.00
5130,000-
ss,xGo,
$8,880
s9,2s0,
5L120
530,00o.,
516,000
s3,6o9..
512,000
s~6,s~o
I22,000
56,000
$24,$00
$21.000
1,2,450
5S ,000
, $V,000
54,500
$800
$3X.200
SS2fiXd
$~
$X2,000
520.68O
$X ! ,730
$1~,600
$6,5O0
S7,700
$x ,00o
$2,450
$2 500
P:\93021.00\93021WKNOPCC2.XLS 7/7/9g
, JUL 1~ ~98 ~:~gPM KIML~-HORM FT WORTH - P.Sx11
PART IIl -LANDSCAPING AND IRRIGATION
i27 [~] Irrigation 5leaves
128 lingalien Sleeves
SUBTOT.A1, PART III - LANDSCAFLNG AND IF,.RIGATION =
PART IV -DWU WATER MAIN
100
150LP
20~P
205
506A
510A
510I
51~F
55gA
576B
576C
577B
577C
657A
692C
6§3b
701
771D
2050
205~A
2069
Mobilization
4" Ductile L, on Wazr Main
30' PCCP Wa~r Main with Psvini
Connections :o Existing 4" Wal, r Main
Connections to Existing 30' PCCP Water Main
Full Circumferentia!iy Weld~i Joints on PCCP Water Pip~
4' Combln~ Se~vice with 4' Meter and Vault
~* Gate valves and Boxes
30' Gate Valve and Vault
$at.v. lt, ge ExiSting 30' Gave Valve
6" Blowoff Assembly
'Connecting Blowoff to Existing S~orm Drain Pipe
30" Dish-Head Plugs
1,lug Exisr, ing Water Main
Plug Existir. t.g Water Main with 1,tying
3" Type 2 Air Valve Assembly
6" Type 2 Air Valve Assearthly
Air Valve Riser for 3" Air Valve Ass~mbl~
Air Valve Riser for 6" Air Valve Assembly
Move:in and Move O~t
Water Main Trench Safety
30" Closure Sections
Rock Embedmerit
Granular Material
Sierrawater Pollution prevention Plan
Disposal of Heavily Chlorin. azd Flus .hing Water
Investig.ation of Existing Infras~ructuzz
Abandon Of Existing Water Manholes
Abandon Existing Water Servi~
Removal of Existing 30' PCCP Water Main
$57,000
SUBTOTAl, PART IV - DWU WATER MAIN =
SUBTOTAL pARTS I, H, lII, and l~V '-
"ContingenCies (S~ +/-) =
TOTAL ----
Basis for Cost Projection:
No Design Completed
Preliminary Design
Final Design
I Quantity [ Unit Unit Price I - T oral Price ]
1 LS $2o,o0o.00 $26.00o
60 LF $20.00 Sl ,200
3.500 LF S70.00
2 EA $700.00 $1,400
14 EA $1,000.00 S1_4,000
1 EA '~10,000.00 $10,000
2 EA .$500.00 $1,000
t EA $30,0O0.00 $~0,000
I EA $10.000.00 $10,000
2 F,A S3,5~0.00 S7,000
2 ' EA S500.00 $1,000
1~ EA $300,00 $4,200
1 ~A S409_.00 S400
1 EA" $600.00 $600
1
' 2 EA
1 ~A i300,00 $3O6
l LS S4,000.00 g4,000
3 3O0 LF $2.00 $7,000
~4 EA $1,250,00
800 CY S26.00 $16,000
1,_200 CY $10.00 $12,000
1 LS
35 EA S400.00 $1~,000
1 EA $200.00 $200
3:500 LF S15.00 S52.500
$S13,000
$337,118
"s~,ou,ooo L
P: ~,93021.0 0\9302 IWK\OPCC2. XLS ?/7/98
JUL 13 '98 OZ:ZgPM KIMLZ. J-HORM FT WORTH P.6/ll
Greg D. Saunders
Kimley-~orn Engineers
801 Cherry Street, S-1100
Fort worth, TX 76102-6803
-e
julV T"'f998
JUL 0 6 1998
K~MLE~'-HORN
Re:
Line F/116&l17
Sandy Lake Road Improvements
Coppell, Dallas Co.
Dear Mr Saunders:
Enclosed are three(3) copies of cost estimates and plans for
the relocation of approximately 720 feet of 16-inch Line F, and
abandonment of approximately 700 feet of existing 16-inch pipe.
The total estimated cost for this alteration is $318,700.00- This
estimate is subject to review after 60 days- Please note that due
to the numerous construction obstructions, the estimate involves
considerably greater distance and therefore much higher cost than
would normally be the case(see the enclosed explanation sheet)-
Approval of the proposed pipeline route shown on the attached
drawing is necessary prior to the start of construction by Lone
Star Pipeline Company. Approval shall include confirmation that
existing and proposed features along the proposed pipeline route
are shown Completely and correctly.
Proposed and existing features shown, including land usage,
grades, streets, drainage structures, water lines, storm sewers,
etc., along the proposed pipeline route are based on the best
information available to Lone Star pipeline Company. If the
features shown are incorrect or new information is available,
please advise as soon as possible so plans can be revised
accordinglY-
Should you wish to proceed with alteration of our facilities
as shown on the attached drawings, please so indicate by signing
the drawings next to the title block and return one approved copy
to my attention.
Please furnish this office authorization for reimbursement of
the actual cost incurred on this project. When this authorization
is received, scheduling of the work can proceed.
Upon completion of the alteration work, you will be furnished
R O. BOx 1390 ~.3 IZ)altas, Tex,u 75313-9053
_ JUL 1~ '98 O~:~OPM KIMLE~.~jHORM FT WORTH _ P.Tx11
an itemized invoice as to the actual cost incurred-
If you have any questions concerning our cost estimates and
plans, I will be happy to discuss this matter in greater detail
with you at your convenience,
Sincerely,
Right of Way Agent
Enclosures
cc: c. P, Brown
J.S. Knights
T.W. Rudd
F. ~ · Vinson
,.-JUL 1~ ~98 O~:~OPM KIMLEY-HORM FT WORTH P.Sx11
Deailed Formal Cost Estimate
RapInca Approx, 630 f~t of Line F (16")
Sandy Lake Read Improvcmcnta
Dsllss County, Texas
Completed by; Jeffrey Knights, PE - Project ManaRcr (7/01/98)
720 Feet
4 Each
I Each
30 15ach
16000" O.D,, .37S WT, Grade X-60 Line Pipe, FBE CoaUng S 23.0o il
16" weld Ell, 45 degree, Std wall, Gr. Y60 S 3oo.0o ca
Cathodic Test Slution S 100.0o ea
16" lieat Shrink Sleeves i 15.00 el
Mist-, Tax & Shipping
TOTAL MATERIAL
COMPAP~{ |lABOR 8 hi5
1 Supervisor 24 hrs
I Preject Manager
1 Scnior Tactician S htS
2 Lag Op~t~ 8 h~
1 St. Op6~r 8 hrs
I ~OW A~¢n~ (for h~dlinS ~imbmsbl=s) 16 hfs
TOTAL LABO~
CQ~!I~TRUCTION
Key Supplier
Direetional Drill
AummotivedEquipment (LSP)
TOTAL CONSTRUCTION
CONTRkC.T EXPENSE
Survcy/Enginosting
Core Sample (Maxim Technology)
Landscape Confactor
X-R"y
TOTAL CONTRACT EXPENSE
days
RIGHT O.F ~Zv AY
New R/W, Damngas & Tcmp. Working F, ascment
TOTAL RIGHT-OF-WAY
MISCELLANEOUS
Contingency (3%)
TOTALMISCELLANEOUS
TOTAL DIRECT COSTS
INDIRECTS
Insurance & Taxes (34% of Comptmy Labor)
General Overheads (I 1% Of All Above)
TOTAL INDLR~CT$
Gas Lo.s-~ 710 md(a~sumes 350~, 16", 3.9 mi) $ 3,50/reef
GRAND TOTAL E,STIMATE
'S
16,560
100
450
4,578.
73.520
103.620
11,1~0
l Sg,330
39.569
7,500
2,400
50,969
12,000
12,000
8,250
8,280
284,266
612
31337
31,949
2.485
318,700
As~umptions/
(1) -E~ipmcnt ratu bas~ on LSP V&l~ Sy~m
(2) Estimate per drawing MUS-050 & ~S.05 t datM 6/02198.
(3) A~S ~m~ not included.
(4) 7day l0 hob/day work w~k cs~max~
(5) ~is~ing pipolin= ~ be abandon~
(6) Estimn~ bas,d on ~P's k~ supplier aFroant-
(7) Pipe will be nba~on~ in pl~e
No~e; Irony of the above assumptions theriSe, the estimate may nced to bc revised.
- --JUL 1~ '98 O~:~OPM KIMLEY-HORM FT WORTH P.gx11
$
Line F (16")
Sandy Lake Road Improvements
Dallas County, Texas
Explanation of P,.eplacement Requirements
As shoWn on your plans, the proposed right-of-way limits are 95 feet with numerous
existing and proposed underground obstructions. The south side of the roadway has an
existing concrete parking area with gasoline Unks. The north side is an open area.
To provide adequate clearance between LSP's proposed pipeline and the 30-inch water
line, LSP must place the 16' pipeline approximately 27 feet below the existing grade.
Due to other obstructions (water lines, RCP, ctc), it is not possible to place the new
pipeline above the 30-inch water line as you can see on the drawing MUS-051.
In order to place this new pipeline 27 feet below the surface, the only construction
technique is to directional drill. Other construction techniques arc not practical for this
situation. The pipe-bending radius must be limited in order to prevent the line from being
overstressed at the required maximum working pressure, in this case 800 psig. The
proposed design uses Grade X-60 pipe in order to use the tightest safe bending radius.
Af{er numerous engineering calculations, a 628 foot (measured horizontally) directional
bore is required. With the added pipe required to traverse along the curve and tie back in
to the existing pipeline, approximately 720 feet of pipe is required.
The existing easement on the south side is 15 feet (7-1/2 feet each side of existing
pipeline)- It is unsafe to replace a pipeline within this easement; therefore a new 15 foot
permanent easement will be required east of the existing easement. Temporary easement
will be requized on both the north and south sides to accommodate the boring operation.
In addition, LSP will need to close the street for one day going into the subdivision on the
north side. We may also need to close one lane of northbound Moore Road (north side of
Sandy Lake Road) to accommodate this project. Please advise what requirements the
City of Coppell has for street closings/traffic detours.
If you have any questions or would like to discuss the construction techniques, please feel
free to contact me at 817-5 17-2077.
Jeffrey Knights, PE
Project Manager
III t _
I1
It
JUL 13 '98 0~:31PM KIMLEY--HORN FT WORTH P.11/ll
I , I