HomeMy WebLinkAbout3.0 2006 File1111111 11111 1111111 1111 1111111111111111 III 1111111111111
706250 09/07/2006 09:388 61839 P985 M ALSDORF
1 of 5 R 0.00 D 0.00 GARFIELD COUNTY CO
ACKNOWLEDGMENT OF PARTIAL SATISFACTION
SUBDIVISION IMPROVEMENTS AGREEMENT
KNOW ALL MEN BY THESE PRESENT that:
WHEREAS, Roaring Fork Investments, LLC (hereinafter "Owner"), entered into a Subdivision
Improvements Agreement with the Board of County Commissioners of Garfield County, Colorado (hereinafter
"Board"), recorded in Book 1206 at Page 574 as Reception No. 569190 of the Garfield County records on
September 11, 2000; first amended and recorded in Book 1206 at Page 629 as Reception No. 569191 of the
Garfield County records on September 11, 2000; then a second amendment recorded in Book 1206 at Page 637
as Reception No. 569192of the Garfield County records on September 11, 2000; then a third amendment
recorded in Book 1217 at Page 266 as Reception No. 572131 of the Garfield County records on November 14,
2000, then a fourth amendment recorded in Book 1333 at Page 855 as Reception No. 588280of the Garfield
County records on March 1, 2002, then a fifth amendment recorded in Book 1596 at Page 871 as Reception
No. 654211 of the Garfield County records on June 16, 2004,for the improvements of the Ironbridge Planned
Unit Development, Phase I (formerly know as "Rose Ranch P.U.D." subdivision); and
WHEREAS, the obligations of the Owner have been partially satisfied, as verified in attached
statement from Matthew Langhorst, P. E., High Country Engineering, Inc. dated September 1, 2005, that the
work completed is consistent with improvements described in the Subdivision Improvements Agreement.
NOW THEREFORE, at the request of the Owner and in consideration of the premises and prior
agreements, the Board hereby acknowledges the satisfaction of the Subdivision Improvements Agreement
entered into by Owner and the Board for the release of security in the amount of $10,000.00 for work
completed consistent with improvements described in the Subdivision Improvements Agreement, and retaining
$125,274.15 for the improvements remaining.
STATE OF COLORADO
)ss
COUNTY OF GARFIELD
By:
The foregoing instrument was acknowledged before me this
Martin, as Chairman of the Board of County Commissioners of Garfield County, Co or
WITNESS my hand and official seal.
My commission expires /f
Cfr
I.M:X
arfield County Clerk
•
i uiiii nisi niiiii nu mill ilii iiini ui niu ilii ini
2 of 5 R 0.00 D 0.00 GARFIELD COUNTY CO
An Employee -Owned Company
July 11, 2006
Mark Bean, County Planner
Garfield County Building and Planning Department
108 8th Street, Suite 201
Glenwood Springs, CO 81601
Re: Ironbridge P.U.D. — Partial Release of Collateral Request Number Six (6)
HCE Project No. 2051019.00
Dear Mark:
On behalf of LB Rose Ranch, LLC, the Owner of Ironbridge P.U.D., and in accordance with
the terms of the Subdivision Improvements Agreement by and between the Board of County
Commissioners of Garfield County and the Owners, this letter serves as the sith request for
partial collateral release
High Country Engineering, Inc. (HCE) has been on site as needed to observe the construction
on the project and certify that:
1. All costs for which the release is being requested have been incurred in connection
with the construction of the improvements;
2. All work performed and materials supplied are in accordance with the plans and
specifications;
3. All work has been performed in a workmanlike manner;
4. No funds are being requested for work not completed, or for materials not installed or
stored on site.
14 Inverness Drive East, Suite F-120
Englewood, Colorado 80112
telephone (303) 925-0544 - fax (303) 925-0547
1517 Blake Avenue, Suite 101
Glenwood Springs, CO 81601
telephone (970) 945-8676 — fax (970) 945-2555
Mark Bean
July 11, 2006
Page 2 of 2
1111111 11111 1111111 1111111111111111111 11111 11111111
706250 09/07/2006 09:38A 81839 P987 M ALSDORF
3 of 5 R 0.00 D 0.00 GARFIELD COUNTY CO
The associated request for release is shown in the following table.
Cost Estimate
Original Total
Previously
Released
6th Collateral
Release
Funds
Remaining
Phase 1
Public
Improvements
$7,021,526.24
$6,886,252.09
$11,000.00
$124,274.15
Phase 1
Landscaping
$279,518.61
$279,518.61
$0.00
$0.00
Cart Path
$891,726.00
$891,726.00
$0.00
$0.00
RFWSD
Payment
$370,596.00
$370,596.00
$0.00
$0.00
TOTAL
$8,563,366.85
$8,428,092.70
$14,000.00
$124,274.15
Please see the enclosed summaries of the costs being requested on the different areas of the
project. We are requesting the funds in the amount of $10,000 be released and considered
complete. This leaves $124,274.15 to complete the remainder of the public improvements.
In this request we have also asked for all of the retainage for those items that have been
completed. Those items still incomplete still have the retainage applied.
Please contact me if you have any questions or need additional information.
Sincerely,
HIGH COUNTRY ENGINEERING, INC.
Matthew Langhorst, P.E.
Project Manager
Cc: David Joseph — Ironbridge
Tim Thulson — Balcomb & Green
i ii1ui nisi niHii iNi iinii im mni ui niii mi uu
706250 09/07/2006 09:38A B1839 P988 M ALSDORF
4 of 5 R 0.00 D 0.00 GARFIELD COUNTY CO
July 6, 2000
6th Release (July 11th, 2006)
HCE JOB NO: 97042,05
^k:\gprodatalfile197197042\col lateral#6. xls
ITEM
QUANTITY
UNIT
COST
QUANTITY QUANTITY QUANTITY AMOUNT AMOUNT
COST PREVIOUS CURRENT TO DATE CURRENT TO DATE
Mobili tion
Earth______ __._._........_._...._............
Earth for util. about ditch
Water ank Base Pref :.............».»
Retai ' Wall Face Area
Rock Ftcavation
1 L.S. ! ...100 000.00 ! $100,00900 .....___ 1._. _..._.___. _._._0 j1.00L._._._. S0.0015100 000.00
I1L.S. i 300,000.00:...»......-.53002000.00 ..__._._._._. _...__.1i 0
52173 CY._.-..._......._..._.__11.00-.........._. X573,903,00 521731, _.«0
1 L. S. 10,000.00 $10000.00 1I 0
6263;S.F. •32.00 i 5200 416.00 62631 0
1500LC.Y. 30.00: $45,000,00 15001 0
! SUBTOTAL i 51 229 319.00 T SUBTOTAL- 50.001 S 1 229,319.00
1.00 $0.001 5300 000.00
52 173.00 ! $0.001 $5731903;00
1.00 .»..........».».»...»....s0: oo:...»..........».....$101000.00
6,263.00 :._._._..._._._..._.._5olbi........._._...5200 416:00
1,500.00 1 $0.001 545 000.00
3" MP. 12........».. ...........»...».»i„.........»18739 ISY:.
6"Class 6 ABC 3,469 i C. Y.
I' Ribbon Curb .» «„ 12,826 L.F.1
1.5' Median Curb i 1,248 IL F
Check Dam Construction
Sod in roadside ditches
10' Conprete bike path
Maintenance Road to Water Tank
5' Cone etc Sidewalk
Earth
Rock
4" Asp t i 93525.Y.
2" Asp t 1 1203215.Y.
12" CI ss 3 ABC 3150; C.Y,
6" C1a 6 ABC 16001C.Y.
Bould wall 160015.F.
30" CMP 81;L.F.
30" Firmed End 1 2: Each
24" ChMP................_:..................._205IL:F.
24" Flared End 8l Each
Guardr ;I CDOT Type 3_............_ .............................. ! 2658: L.F.
RevegetateJLandscape _...._......_......_......._. ILLS.
Class I Ground Sign ..._._...._...._..._._...._..._._._..._._...__._._..__._..._._....151Each
Surveyi *Construction Staking.......»..»...»..........«.i......._._......_..._..1'L.S.
Soils Testin8».......».».......».„.»................._.._...._......._. I;L.S.
1,444 iL.F
1,137 S.Y.;
4,623 I S.Y.
2,0081 S .Y.,
21,102 1S.F..,
8.00 1 $149 912.00 78 739 1 0 i 18739.00 1 .. ,._$O.001 •_._._...._. $149,912.00
20.00 1 569 380.00 3 469 - 0 ; 3,469.00 1 $0.001 $-6'92380.00
9.00 i..-..-.-.-.• _51IS 434:00 12 126 I 0 123826_00: _. So.00l 5115434.00
11.00 1 513 728.00 1,248 ! 0 j: ...1,248.00 i._ ................_..._..._$0.011..._. $11,728.00
2.00 1 .... $2 888.00 1 444 i 0 . - ..._I 444.00 i .._50_00; S22888.00
...6:56 ....................._5568.50„............»....»...».»...0;...»......».........._._...0. ;......_._...._._.__0.. 0 ._...._..._._._._ . 50.001 ........._?0_00
29.00 1 5134 067.00 4,623 . 0 i 4,62100 ! 50.001$134,067.00
9.00
...9.00 I $18,072.00 ................2,0081.».»...............».».»0..........».....20008.. 0 «_.._._. ...._$0_001 $18,072.00
..........................
,..4.00 1 $112,408.00 0 1 0 0.00 i 50.00' 50.00
SUBTOTAL! 5616,457.50 I j SUBTOTAL; 50.001 5503.481.00
1 I L,S. 126,000.00 1 5126000.00 1 1 0 1= 50.00? S 126,000.00
cavation
50.0 .Y. 50,00 ' 52,500.00 50 0 50 r 50.001 52,500,00
._....-.6.00 .-.-. ..574 S 16.00 ....,,.•9352: 0 ; 9,352 j; $0.0(11 574 81600
6.00 ; 572,192.00 120321 0 i 12,032 i S0.D0' $72,192.00
20.00 563,000.00 .......3150«»...»,_."....__ 0 i 3,150: $0.001 $63,00000
21.00: 533,600.00 1600,,_._..._._._...._..... _0 ' 1,600 ! 50.001 533,600.00
,......20.00 :....................532,000.00 1600; 0 : ,: ; ' • 1,600 ; $0.00; 532,000.00
......50.00 ._.........._......_54,0506�_._......._............._8LI.▪ ...................».».»...0.:....».........' 81 I. 50.00! $4050.00
600.00 512200:00 ... 2: 0 _ _ _ Z SO.OQ $11200:00
30.00: 56 150.00 205; 0 205 a $0.00; 56,150.00
600.00- r80f:._...._._._..._._._.........• 8.........».»............»...0..._..._..... 8 ' 50.001 54,800.00
25.00 i • 566 450.00 2658; . 0 : 22658..............9.90i......................566,450.00
5,000.00 i SS,OOD.DO.».».».".»..........._..._1.▪ ._..._...._..............._6=:._._ 1 ! $0,00; $5000;00
250,00 S3 75R.00 15; 0 ' 15 ; $0.00. 53 750.00
8,000.00 SS 000.00 ..._._._i..........» ...............».. ....._. _1 $0.001 _ 58,000 OR
8 000.00 1 $81000:00 11 ..._._ ... __. _._...----_1 ..._._.. _._._._. __S0.90f ... 58 DD0.00
l
_......_....,._._._._.SUBTOTAL' .»....».„.».$511 508.00SUBTOTAL.w•„.„...„.»,».»..._, 50.00! .............-5511 508.00
Earthw"rk I IL..5 i 77000.00 = S77000µ00»».,...._...„ »._._._1 i 0 1 1,00: 50.00; $77,000.00
Rock cavation ..._._._ ....._. _._....._100'C.Y. € 55.00 1 $5,500.001
100 T
_._......_._......_........D_�..__...._.-• 100.00 ?._......._..._._,.. 50.001 55,500.00
4" As • . t 2 -Lifts Class CX 5,300 1S Y. i 960 1 S51,880_00 _._......._..._._53300: ................._...._._.., 0 5,3 6 1 a0c06,
z..._......_._._....__...._..._.._..........._..._._.._......._....J..._...._"...:....................................».».».».»...»........_._......... 550,680.00
1.5"Ai.halt Overlay, _Class CX.».».»..».».»...»...._......_........._19,4001s:Y:_._'..._... 4.10' 579,540..00...".........».19,4001 ............._....... 0 19▪ 5:4300°°:.0000
9,400 _�T._..._S0001...............579,540.00
12" Cl ss 1 ABC 1,750 1C Y. 20.00 1 $35000.00 1 750 ! 0 1 750.00 1 $000' 5352000.00
6" CI 6ABC 880C.Y. 21.001 $18480.00 8801 0 880001 50001 51848000
Retain' B Wall._._._........._._............_......._. ... 3,600 IS600.00 I
. I 8.00 ' ... S26J600:_._......_._......?.60(1.=._...__....._.........._0--.._._....__3n...._....__.__......._a620!1_......._._...._.526,800_00
Curber 100 ;L.F. ; 11.:00_' 51,100,00 100 4_. Q 104.00 §0.003 $1,100:00
111111111111111111111111111111111111111.11114 1.-.
1 1 i 1 T ....._.....
24" CNP 263 IL- .F. 32.00 56,416.00 263 i 0 263.00 l $
0.00: $S 416.00
24" Flared End 3 1Each 400.00 i Sl D 200.00 3 : - 3.00 i 50,00€ $I 200.00
8' Concrete Box Culvert 440 1L.F. 350 _DO .$154 000.00 440 ! 0 440.00 I $0.00: 5154,000,00
RelocRelocate Inlets 2 1Each ; 1 000.00 1 ! j 50.001 $2,000.00
ate ............._......_......_ 52 000 00 2 0 : 200
IMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1,
TrafTic�ipttals.....».».».................. ........... ; ....._.... 1... L.S......s. 100,000.00 $100,000.00
1 1 0 1 1.00 i 50.001 5104000.00
Tragic Loops.....».... »...,»... -.. i 1 ..... 13,000.00: • 513000.00 1 1 0 j 1.00 ' SO.'?.o $13,000.00
PavementStri m 1 :L.S. 10000.00: $10000.00 I! 0 i-•-••••^"_._..............._._..,_._......_......._............._.._._.
-..._._...P.....5._._........._......................_..__-..._....».»..j..........._.................«...................._._...._._._r_........._.....1._................_...._s;._..._._._..._._._._........j-.........._.......».. »' 50.001 510.000.00
Guardrail TYIx3..._...................................._..._._... 1,800 I L, F. 22.00 i S39,600.00 1,800 ! 0 I 1,800.00 ; 50.0_01 $39 600.00
Guardrail I Type4........._._...............»........... i ........_1,150I.L.F.F ....i...._._. SO.OD : • 557,50000 ...__._._..._._1,150 1............_.... 0 i 1,150.00 ;▪ .. 50.001... $57 500.00
Class l and Sign _._.........._...... ..._...._....._. 4 LEach :._._._......._.... 250.00 1 $1,000.00 4 i 0 4.00 1 SO.ODi 51 000.00
Traffic Control 1 JL.S. : 35,000.00 1: 535,000.00 1 i 0 ! 1.00 i SD.00I _ 535,000.00
.. . j •.. ........_...._._............»..»......_..........................•_...._._._....__._._....._• _ ..._..... „.... _....._._......
Raise tilities 1 L.S.ii 10000.00 510,000.00 I : 0 i 1.00 i 50.00 £iQDOD.00
Ravage tellartdscape 1... L.S. 5,000.00 = 55000.00 l `: 0 I LDO i 50.00; 55,000.00
Surveyi ,,'Construction Staking..._ ............. 1 ILS ! 7,000.00: 57,000. _..._._._........._....._l<......_.......».».... 4.__...._...._......._._1M_`.._........._._..........._50.00 57,000.00
ScilsT sting.....__...._...... : ...............:�.-.tL.S.. 5,000.00 ' 55,000.00 1 l 0 i 1.00 € 50.00' 55,000.00
i.! 1 f
SUBTOTAL; 5745,016.00 i SUBTOTAL $O,txl; $745,016.00
i mill 111111111111111111111111111111111111111111111111
706250 09/07/2006 09:38A B1839 P989 M ALSDORF
5 of 5 R 0.00 D 0.00 GARFIELD COUNTY CO
July 6, 2000
6th Release (July l lth, 2006)
ITEM
UANTITY
UNIT
COST
HCE JOB NO: 97042.05
^k:lgprodata)file\97197042ticollateralll6.xls
QUANTITY QUANTITY QUANTITY AMOUNT AMOUNT
COST PREVIOUS CURRENT TO DATE CURRENT TO DATE
18 tS N-12 ! 1321.F. ! 27.00 ! $3 564.00 132! 0 !
-2.-----'--.-12 ._.__._._._._...............................»......_.............._......e._..._... __..._".......»...._._. l32 00 $O 001 $3,564.00
. 424 i L.F. 30.00 S12,720.00 424! 0 i 424.00 $0.00; 512 720.00
30" ADS N-12 r..._....„„„ S7 100:00 142'
.....-._.142, .F. 50.00: 0 142.00 $0.00.$7 100.00
36" AAS N-12 _.....
_.____._..._._......_.._.,.-._......".".»...__.._.......__...._._...__i..........._._......-65:L.F. i 70: i".....__...._54,550:00 __._. ".".„, _....55� 0 : 65.00 1 50.00! _5455000
42" S N-12 1743 ;LT. 90.00 ! S156 870.00 1743! 0 ; 1 743.00 = � OOi„._...._._.$156,870.00
48" .Ti4-i2 f 3341 E F ! 110.00 T $36,740.00 334: 0 • _._......_. 334.00 = $0.00
24"C. .P. 601L. F.
32.00. _._...._... SI 920.00 _._._........._...._. 6010 s 50.00: 53674000
__..._._..._._....._._........{.."."."...._......_..... �_......._._.."»....a._......�._._...._._._._._.__._._........_."."..."......_..._...._..._......._......._._50:04........_._._._.__SI«920.00
36" C. .P. .....__i...-. 124 i L.F. ': 72.00 1 $8 928.00 1241 0 1 124.00 i $0.001 $8 928.00
10'x1 Concrete Box Culvert i 85!L.F. l 050.00 $89250.00 $5!t'-""""-„„^-_._._..._._....__...._._._...,",.„.„.„..t_._._.._.__._._..-.s,,.„»...,....
". -...._......_....._.._._...»....._....__._....;. z --'' ' - ..._._._. t ...._._..__._. 0 r 85.00 i SD.op $8925400
18" C P Flared End i ..._....._._4 [Each 5800.00 ._._..._.__.".".„_,„,41 01 4.00 i 50.001 $$00.00
24" C P Flared End i 10€Each 250:00 i._..,." " $2 500.00 _...__.......».».".»..101.__..._.__.........._.0',„,„._............._10_0:............._..".._. _ S2,500.00
30" C P Flared End 4 ,Each 650.00 ! S2 600.00 4! r._._.........._. __...--
*i......._...».__...._._........._......._._...._............_.._...»....„....._._...........: r._....".........._......_._...._._._._.......-«.._.....».»...._..._..a_.._._._._.__......_....»."."_._...«._._._._._.__._._._0! .._4:01
n- 1, ells for Concrete Culverts 4;Each 1000,00 ; S4 OOO,OD A i 0 r- „.__._._... 4.00 « �0 52 600 00
! 50.00 54 000.00
Ba87eOil Skimmer r--._._._......._...._"„._._._.........__._._........._._._..."..._._.....__._._._.�_._.....-
. 4Each.,. _..........__.__2500.00 ' 510 000.00 0: 4 ! 4,00 ! 510 000 001 510 000 00
t.
SUBTOTAL`: x341542.00 1 SUBTOTAL! 510000.00 $341 542,00
!price ncludes trenchMtemd fittin&s._...._.....».». 1 !
and•estramtswhere needed ....._.......__._........._......».."..4----'-'------- �.._...»."»....._.............._.................-
12" DI' Waterline -...«..._.. "....»..._........._._._ _._......_._._.....»...._.
....".,..,. _......._.._.6 539 iL F. i 54.00 i 62::45,328;0000 :.... ......._.""."........_...
710" _._._._ater»._._._._...._.-'----._..._.,...._......_.. a............__......_„....»."."..._._........_.__._.:..._. 53531106:00 --..._._._._...6,539._..---'--•--•- 0$0.00 5353 106.00
10 DI' Waterline _»
"......__._._._.__..__._.__._._._._._._._.»».......»... ....._..2,023 t _F. i ._41.05„...._. $831044.15 ""-_...__.._.... 3. _._...._...._."."."_ 0 �. _ ,»•.»....._............."._. �« ._......._. 583,044.15
8" DTP Waterline ............_..,.._...._
"".".__......___._._._._..._._._............_._..."„."..._...._..._........._._..:_._..._......_ 31 33 5306 846 02 9 794 i 0 9794 00 : $4,00!"-."._....5306 846.02
6" DIP Waterline
_"..."."_.._._._._..._._._._.__.........._._...."..."._..._.........__...._..._., 1,418 IL.F. 20.00 ; $28„360.00 1 418 r- p i
.a_.__..._.
.............,..."._...._..._._.__.__...._......."»._._.__.. � _»."._..... ' - 1418.00 " $2S�3tip 00
l2" Gate Va[ve................._.._.___.�.".»_..___....
.".""......a....._..........._...._.._........._...._.»."..................._._........._...i 10 iEech i 975.04.1 ............_._._$9,7S0µ00. "... IU = 0 ! [0.00
lo" G Valve :}................._._......................,..............._......._.__ ._., r _ t....__._..»."."._._......_. _....- 50.00, $9,750 00
1 8 ,Each ! 850 0 ........_...._. $6,800.00......_._._._._._.__g.._._._..»............_Qi._._._..............»$: T.._......_ ..._..._...._$0.00'.».........._._..._56,800.00
8" Ga Valve ! 24 !Each i 675.00 i ...$16,200.00 24 :».".a.._....._..._..._._...._._.".".„"
..._."._.»....»._...._.._0..i..__...._._......"24:0_1................_..........._SD:1................._.516 200.00
1" Water Service 82 ,Each 1,000.00 `; $82000.00 82 0 '
««......._._...._._..._2,._..0........_........._._._._._._......r........".."._......._..._._.-i.._._...._.........82:0_..._.._....._._........... s: _........_._._._582404;40
PRV Vault ! 2 :Each .16500.00 = $331000.00 2 i 0 : 2.00 00J
$33,000
Fire Hadtant Assembly •, •, 10 [Each i 2,500.00 t 525,000.00 10 i '
...__._.... ...._.... _......................._._......_....;..........................t..._.................._...........x..».».».»..............._._........._._......"....»._._.......__._......:_._......00
,_..........._._._._.,.._0a....i..:._.......,." 10c..00 `•......_............_........:00:0007...._.._...._...._S25a000:00
H!ir
.v.........._._._._................_._._...."........._........._....... ' 2 'Each ! 3000.00 ' $6,000.00 2 i 0 i u. 2.00 ' 00S64D4.00
x«S17600.00880 "._.».»............._._._ 0.�,."6" PV Drain from Tank 880 !L F 2090 =.Pum ouse ......_......._........"....._„...._._._..._........."."......._._...._..._....._;..:........».880:04.._.....:................_..».»:.._._.............$17,600
...».....P_..._._._._......_._..................._.»...._..._......_................._........1...._._..».-......._.1 Eech1.._.........._._10,000.00 ! S 10,000.00 1 ' p $17,600.00
Pump
Pum ouseAppurtenances •»...... __...._....._..".... -..._........ $10,000: DD
P ..._.__..........._._._..,,„......_._._. - 1 iL.S. 20 000.00 i S20 000.00 1 0 i
,.._....»....._..........« x.""_._._. _._._..._......._......_.»... _ $209000.00
Water ank 300k Concrete 1 L.S. 450 000.00 5450 000 00 1 1 0 1.00 S0: D0� _...._._.
.50.00'
Water anhAppurtenances i 1l..S......;.... 17,000.00': ...x17000.00 1 ; ...._... ....--- --._........"
Water reatment Buildm..Pr.._._................. ..4..._S_.....i.... 160,000.00 ' $160,000.00 1 i 0 i 1.00: .00
Water reatmentAppurtenances t _........._.......»."._......._._................i.............._._..1.....__._.".........................50.00:_....."."."._5160•,000_00
...-.--_-..__...._._._._."....__..._.._._.___._._..........._........._....i. 1 IL.S. ! 230,000.00 • $230000;00 i p j �t
Water reatment PumPs._._......._......... i ! iL.S. i 80 000.00 i 580 004.00 ..._._..._._._._._..._.1 i"......._._.......-.___01__. _......„... _ _ .._._..........".„. :._..._._.._._.__ 30,0110:00
..._....._..."......._..........__..._�....�......»............� _ ..............._.._...._....... �_.........._._ $80,000
Conne 'on to Exist Aspen Glen ",.• i t !L.S. i 4,00000 ! i.
54,000:00 1 ' 0 ! �
Setttin and Intake Structure i 2 iE.A. 2.000.00x.......-._.......... S4 000.00 ._...._..,_...._...._._... 2t„„,„...._...._...._.__.0'._._......."."__.....:..._...t._............_._,,......_a8:,'1.._.._.............»..000.04
... t 54;000:00
.
! SUBTOTAL' S1 942 706.17 r! SUBTOTAL'.•_- $p:ppT'_._._..... Sl 942,706.17
8" SD35 Sewer Pipe ! 5421 L.F. ` 32,00 I S 173 472,00 5421 0 i 5 421 00 $0 00'
-._._...._....".."._._...._._._....._._._......._....._._...»."M......._......__._._._........_....,............._._._._._._._..._ i._._._.._...." ......_.. 1 $173 472.00
4' dia.ole 23 i Each ' 4 000,00 p 592 000,00 23 ! 0 i 23 00 ' xpOO E $92„000.00
._._......_.»......__..... 1. i......._......._._x.._._.__..._".._.».".».»._._.._.z_--•- +..._,..........._....._.."."..".»..:_.........._..........._-._.»...».._._._.__..._..__."..
Sewevices i 82'Each 600.00 i 549200.00 8 1 .„;.t?:0! 82.00 ySO00'_549 200 00
4" PEtart' Sewer Force Main!98981L.F.12.011;5118776,00 96981 -; ......_._._.......__.. ,„;.,.._.."."...._......,,�19,898:_....L50.00�Sll$776.00
Forcet Manhole24!Each5000.00;5120000.0024!p ��elotati,.a.._xar».»2458;8120,000:00Belode lift station2! Each65000.00 =S130 000.002 0'200'S0 00'5130000 00
1.
Conorncasement 481 !L F. 30 00 $14 430.00 4611
E $0.00 $14,430.00
SUBTOTALS'_._...._..._.97876.40.__.__._._._...._... ....._._.
i SUBTOTAL _..._.-........._......$0.001_._._._.»...5697 878.00
Electric Jtili Conduit &WireS173,000.00y 0 8 650,00 ! $O.00 _S173,000.00
.._ �' 8650iL.F. 20.00 i $b50 -
Electric Vault/Manhole 25Each 600.00 h $151600.00 261 0 26.00"' §0.04.»._ S13600µ00
TeI h e/Cab]eUtli Cond&Wire Sb501L.F. 1.00 $8,650.00 8650:' """'
' •' »» 0 i 8,650.00 ! §0.401 58„§.50:00
Gas Utilrl�+ 86501L.F. 3.50 i 530 275.00 8650` '
I z 0 ! 8 650.00 $0901 530 275.110
L ;
•SUBTOTAL; 5227 525.00 1 SUBTOTAL! x0.40! -•_... §227 525.00
Revese re/Landscape._._.........._... 1'L.S. 5°'°:1)(10..D°0
0 000.00 ! $50,000.00 14 0 ; 1.00 ! $0 0o $54 000.00
Class) and si.P!!_...._......._._. i 7; Each i 200.00 ': 51 400.00 71- --._...._ _ _._...a.."-..00
_._..._._.__............_........._......_.............:........................._.__._._........:.._......._.........._. ...._.".»..51,......__..__ ._. ."."... 0.3.....7.00 1 _.-So.00j.._ S1a ci.0o
1.._...__.........;...._._.__...._...54...."._l.._.........................._.....0 _._._._...........-
Sedimrn control fence i 14659. L:Fr_....�.........._._.........._.1:� ;. ...............$14,854:00 .._..........14854* 0 ` _ 141854 COQ . $(1.00: $ l4 854 00
Erosion d Sediment Control
I L.S. 5,000.00 i $5,000.00 l i 0 ; 1.00 S4.001 55000.00
SUBTOTAL, 571 254,00 i SUBTOTAL' 50.00` 571 254.00
! SUB TOTAL + 56,383,205,67
110./. Contingency...._._.........5638,320.57 .._._.....................`� f
TOTAL
57,021,526.24 �' [gig "'-.
.Ar.-•-- .._..._.... 510!000.00 ..._.».".%.270_,229,17
�. ." (,� ........_._ §627•,022.92
- '7":)_ el ,;;Li, $ ,000,00 1 $6,897,252.09