HomeMy WebLinkAboutMisc.I1AR-11-1999 THU 10 ~ 57 AM C, S, PUBLIC WORKS
03i11~99 11149
FRX H0, 409 764 3489
a 409 776 6699 t1CCLURE EHfiR IHC
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FA-X TRANSIVIISSIQN
McCLtrnit ENGIHRBRING, INC.
1722 Broadmoor, Suite 210
Bryan, Texas 77802
(409) 776-6700
Fax: (409) 716-6699
To: Bob Mosley, P.E.
City of College Station
Fax #: 764-3489
From: Kent Laz$, P.F.
Date: March l 1, 1999
Pages: 4, including this cover sheet
Subject: Steeplechase Subdivision, Phase 2 -Bond Request
coMMExrs:
Bob,
Following is a letter and cost estimate for the infrastructure in Phase 2 of
Steeplechase. The developer is requesting that a bond be ponied for the infrastructure
costs. If you concur with the estimate, then we will begin preparing the bond.
Also, in regard to a similar letter I sent yesterday on Phase 1, that estimate was
developed assuming the asphalt would be installed today or tomorrow. It appears now
that there may be a short delay. Our intention was (and is) to post the bond after the
asphalt was down, but we are not re8dy to do that just yet. Please review the Phase 1
estimate with that in mind. Thank you.
Kent
MRR-11-1999 THU 1057 AM C, S, PUBLIC WORKS FRX N0, 409 764 3489
93i11i99 ll~tl S 4B9 7~6 6699
McCLURE ENGINEERING, INC.
March ] 1, }999
Mr. Bob Mosley
City Engineer
City of College Station
P.O. Box 9960
College Station, ?exas 77842
Re: Steeplechase Subdivision, Phase 2
Dear Bob:
P, 02/04
McCLURE EH6R INC P, 02
The developers of Steeplechase Subdivision are just beginning construction of
Phases 2 and 3, They have a need to post a bond for the construction of infrastructure in
Phase 2 so they can begin selling lots. On the attached pages 1 have estimated the wst of
infrastructure improvements in Phase 2 only. The unit costs are taken from the bids we
received on this project. The total cost of this construction is estimated at $908,72t?.20,
If you concur with this f sure, we will prepare a bond for that amount so the plats can be
filed. Please coil as soon as you have reviewed the estimate. Jf l am not available please
speak with Mike McClure. Thank you.
Sincerety,
Kent Laze, P.E
attachments
xc: Nataiie Ruiz
John Duncum
1722 t3roadmoor, Sulte 210 • Bryan, Texas 77802 • (d09) 776-6700 • FAX {489) 776-6699
MAR-11-1999 THU 1057 AM C. S. PUBLIC WORKS FAX N0. 409 764 3489 P, 03/04
03~11~99 1tr32 E s09 776 6699 MCCLURE ENGR INC P. 03
SteeplecAasc Subdivision, Phase 2
Marth_1999
. ,
!tam
No. Description Unit Quant. Unit Price Total
P~vlrt Construcebn
I Mvbil'vation Lump Sum 1 200,00 2200,00
2 prepare Work Area I.untp Sum 1 55,925.00 55,925.00
3 Eetlhwork C.Y. 9,716 3.75 36,435.00
4 l .5" NMAC Sutfaoc Course S.Y. 13,277 4.00 53,108.00
5 b" Lime Stabilirod SVbgradc_` S.Y.
. 17,082 3.00 51?A6.00
b Exha Limc __
. Ton 100 _ __
80~0~ 8,000.00
7 b" Crushed lamaatone }last S.Y. 3,659 b.00 21,954.00
A ?" Crusted Limestone Bane S.Y. 9,618 G.SO 65,402.40
9 Typo 1 curb and Golfer L.F. 3,997 7.00 27,974.00
10 L ck Curb end Goner L.F. 680
2 7.00 00
I6
760
11 _ _ _ __ _ _
Conorote Apron, Type A S.F. ,
14,127 ___
3.30 __
~
.
48,599.10
12 4' Sidewalk S.i~ 33,582 2.40 60,596,80
l3 Sidcwatk Ramps S.I~ 1,414 7.25 1051.50
id Signs, barricades, and tralTic control bump Sum ] 1,100.00 1,100.00
I S Tra11'ic si ns and stri i I.um Sum 1 750.00 750.00
Pa~1n Slebtot.l 5482 ,80
Dnfn^ a CoasQvetion
16 I S' Rcinf. Concrole Itipe, Structural Backfil! I,.F'. 47 26.00 1,22.00
17 18' Rcinf. c:oncretc Pipe, 5tructura113ackfi1l L.}. 432 29.00 12,526.00
1 B 21' Ranf. Concrge Pipe, Structural Beekfill I,.F. 340 35.20 11,968.00
19 24' Rcinf, Conarote Pipe, Struolurel 13ackfill I,.1'. 277 43.00 11,911.00
2D 2?' Ranf. Concrete pil+a, Structural ljaakfill
~ ~
~ 1,.I'. 152 50.00 7
,600,00
21
27' Rant Concrete pipe, NonStruclurel }3eckfil 1„}~. 0 45.00 _
_
~ • 0,(10
22 30' Rcinf. Conorcle Pipe, Structutal Iiackfili 1,.}, 107 68.00 7~7tS.00
23 30" Ranf. Concrete pipe, Non~Structural Hackfi! I,.F. 0 62.00 0,00
24 33' Rcinf. Conarele pipe, Structural 13nokfitl 1,.F. 47 74.00 3,478.00
25 33" ReinE Conctete pipe, Non-Structurnl IlackPt 1..1~. 43 55.00 2~b5.W
26 36" Rcinf. Concr~ta Pipe, Structural liackfill 1,.1~. 0 62,00 0.00
27 d2"Rcinf. Concrete Pipe, Structural 13nekfill 1..F. 0 79,00 0.00
28 42' Rcinf, Concrete Pipc,Non-Strualurol Rac1;51 J..1~. 0 67.35 0.00
29 48' Rcinf. Concrete Pipz, Sttvotural Backfil] 1..1'. 0 95.00 0.00
30 48' !Lein!: Concrete Yom, Non-Structural 13eckfil
~ l,.l'. 0 86.00 000
31 Conertae drainage Ilumq 4' wide G.T. 40 15.20 __
~ 608.00
32 10' Curb inlet IiAC1; ~ 2,800.00 19,600.00
33 S' Curb inlet lACII 3 2,100.00 600.00
34 Standard (irate Inlet for 48" RCP FACH 0 2,800.00 0,00
_ 35 Standard Orate In_kst for 2T' kCP_ _
~--~~-- rACH 0 200.00 0.00
36 Standard Junction 13ox 1~,ACI1 3 2 360.00 __
7,080.00
37 5iopod Headwall for 33" RCP 1sACIi 1 1,300.00 100.00
38 Sloped headwall for 48" RCP lAC1I 0 2.600.00 0,00
39 31raw Bale Harrier ]iACH 10 27.00 270.00
40 Inlet Protection
"""' '°__ ••~__..__.._._.._. }J1CH 19 50.00 950.00
4l Sill Fence 1,.F. 375 ~1.6s _
~~ ~ 618,75
42 Conatruotion Exit for Silt Control S.Y. 70 7.30 511.00
43 Fibermuloh Sanding (40' ell atroeta) S.Y. 22,935 0,27 b,192.45
44 Tcench Safely storm drain L.I•~. 350 0.50 195.00
Draie a Subto tal S10I9S3.?A
hIAR-11-1999 THU 10 ~ 58 AM C. S, PUBLIC WORKS FAX N0. 409 764 3489 P, 04/04
t33i11~99 11133 ~ 489 776 6699 MCCLURE ENGR IHC P-04
Steeplechase Subdivision, Phase 2
Mareh.1499
llem
No. Ueseription Unil Quant. Unit Yrioo Totat
Water Uns Constrvcdon
45 8"YVC Water Line, Non-Structural L.}'. 1,537 14,00 21,518.00
46 8' YVC Wata Linc, Structural Backfill L.}'. 344 22.00 7,568.00
47 6"PVC WatorLine,Tlon-Structural 1•.F'. ],955 12.20 23,851.00
48 6' PVC Water Line, Structural Backfill 1•.1'. 370 19.50 7,215.00
49 Firo H~rdranl AsaernblY, Type 16,5, barrel liA_CH
~ 1
~ - ~ _ 2,000.00 2,000.00
~~ ~ ~~ ~
SO Firc Hydrant Assembly, Typc 1, 6' berral fiACI l 2 1,900.00 3,800.00
51 FireliydrantAssembiy,'fypcl,4'barrel FACJ1 4 1,800,W 700.00
52 Dire Hydrant Assembley, Typc II I'ACH 0 2,OUD.00 0.00
53 36"x 8" TS&V MACH 1 8,700.00 8,700.00
_54 8" Grate Valve _. ,
. liACl l 4 540 L00 ,160.00
2
SS .. _._.. _
.
8`x 13" Anchor Coupling 1:ACH - ~- ~ -_~ ~4 180.00 _
720.00
56 8"x 6' Cross li!-CH 4 210.00 840.00
57 8"x 8" Ta I'sACll 2 175.00 350.00
S8 6'x 4S deg. Bend lACii 4 140,00 560,00
59 6" Oale Va1vc _ _ _._- -- -. - 1?ACH __ 8 375.00
~~•~ 3,000.00
60 6"x13`AnchorCoupling EACH B 110.00 880.00
Gl 6"x 6" Ta lACll 3 135.00 405.00
62 6"x 1125 deg, Bend 1:ACH U 140,00 0.00
63 6"Plug lACli 2 b0.00 120.00
G4 _ Blow-0fTAssanbly _ _ }'sACli 0 350,00 0.00
65 2" Type K Copper Wdef Ser. (4S R. length) 1:AC1i 10 l X00.00 _ _
13,000,00
GG 'Trench Safe water line I..i~. 2 615 1.00 2 615.00
Wa4r Una Subtotal 5306 SOZ.06
Sewer Ltne Canetructioo
G7 l8" PVC, ASTM T}3034, non•etructural baektdl 1..1~. 2,082 50.00 !04,100.00
G8 18" PVC, ASTM I~3034, wlaonercte encasemc 1,.1'. 0 90.00 0,00
G9 18" D1F, CI, 350, w/ooeerete encasement, W/RBl 1..1~, SO 1 ] 0.00 5,500.00
70 18' DIP, Cl. ;50, w/tcetrnined joints L,3~. 4 75.00 300.W
71 _ 8' >'V_C, ASTM 113034, non•struclural baakfill [..}~. d7a 18,00 8,532.0
?2 8" YVC, ASTM 13034, structural backfili 1..1'. 680 ~ ~-43,00 __ _
~ ~~^~ 29~A0.0!
73 8"PVC, ASTM 1}27A 1, structural b~ackfill I..1'. 0 49.00 0.00
74 6" PVC, ASTM I13034, non-structural backfill 1..1~. 1,422 14.5(1 20 619.00
75 G" PVC, ASTM U-3034, structural b~rckfill I..i~. 86 24.20 2,081.20
_ 76 6' YVC,112241,non-structural backfill 1.,}'. 20 24,50 490.00
77 6' YVC, ll-2241, swcturat baclcGll [,.F. 20 38.Op _ _
750,00
78 Standard Menhde, 5.8 tl. dap 1sACll 4 1,520,00 6,080,00
79 Standard Manhde, 8-10 [t, deep rsAC11 0 J ,720.00 0.00
80 Standard Manhde,10-12 A. doep 1'AC}1 0 1,920.00 0.00
81
~ 5landnrd Manhoic, 12•]4 (1. doel+
~
~
.. >•:"-CFl 1 2,120,00 2,120,00
82 s`and~ral~i.r;>>ok,ia:lb
tt.
eecp I~ACII 0 ~ 2.i~ct:0o - --------•e:oo
83 Slartderd Manlwle, 16.18 lt. dap )`ACT I 2 2,520.00 5,040.00
84 Standard Menhole,l8.2011. dap EACtI 1 2,720,00 2,?20.00
85 Standard Manhole, 20 22 >t. dap 1"ACl l 1 3,000.00 3,000.00
Drop Maphdc,l0.1211. dap 1~-C}l 1 2,500_00 2,504.00
I?rop Manhde,12-14 fl. dcep ! J-Cl I I 2,80000 _
~ ~ ~-- ~ ~ 2,800.00
UropManholc,l4-16lt.dxp 1J1Cli 4 3,]00.00 12,400.00
18" PIuB fACll 0 350.00 0,00
8` YluB }'AC] 1 0 70.00 0.00
~~ Cep„ 1'ACI1 0 50.00 0.00
Type 1 Sewer Serveac (23' avg. length) }ACTT 4 600.00 O.OD
'type II Sower Service (10' length) EACI 1 0 470.00 O.OD
Type 111 Sewer Service 1•J1CH 0 500.00 0.00
roneh Sa sewer line 1.,1'. 4,838 2.00 9 676.00
Sewer Uns Subt otal 5217 958.20
Total Consiructlon C ost S91)8,71A.24
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COLLEGE STATION
P. O. Box 9960 1101 Texas Avenue College Station, TX 77842
Tel: 409 764 3500
April 21, 1999
Raymond Huff
Brazos Triad Land Development Partnership
Dear Mr. Huff:
The 18" sewer line proposed for construction by Brazos Triad for development of the
Steeplechase subdivision will become a public facility upon its completion and acceptance
by the City of College Station. Service from this line will be available to any abutting
property so long as capacity is available. This line has been sized to provide capacity for
development of the area south of FM 2818 and east of Wellborn Road in addition to the
Steeplechase subdivision. A tap fee of up to $350 (depending upon tap size)
is required for all sewer taps within the City of College Station.
The above referenced sewer line is not located within any impact fee service area and is
not being constructed under the provisions of the City's pro-rata collection ordinance.
Thus there aze no additional fees that are applicable at this time. .
Sincerely,
,~
Jim Callaway
Development Services Director
Home o` Texas A&M University
i
STATUTORY PAYMENT BOND -TEXAS ~r tl~ ~ ~ ~ OND NO.
KNOW ALL BY THESE PRESENTS, that SCOTT D WHITE MEMORIAL HOSPITAL and SCOTT
SHERWOOD AND BRINDLEY FOUNDATION, 01 South 31st Street, Temple, TX 76508, Property
Owner (hereinafter called Principal), as Principal, and SAFECO INSURANCE COMPANY OF AMERICA,
a corporation organized and existing under the laws of the State of Washington, with its principal office in
the City of Seattle (hereinafter called the Surety) as Surety, are held and firmly bound unto the CITY OF
COLLEGE STATION, TEXAS, a Municipal Corporation, 1101 Texas Avenue, College Station, Texas,
hereinafter called City, in the amount of Dollars
($ )for the payment whereof the said Principal and Surety bind themselves, their heirs,
administrators, executors, successors and assigns, jointly and severally, firmly by these presents.
WHEREAS, the Principal is required to install landscaping on Lot ,Block Glenhaven
Subdivision, College Station, Brazos County, Texas, as required by Ordinance No. 1638, Section 11.5,
of the College Station Code of Ordinances and landscaping plan, which ordinance and plan are attached
hereto and made a part hereof as fully and to the same extent as if copied at length herein; and
WHEREAS, Section 11.6 allows for the issuance of a Certificate of Occupancy prior to completion of
required landscaping provided that the principal provides a bond in the amount of $5.00 times the
number of landscape points required for the project;
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH THAT if said principal shall
install all required landscaping as required by City and detailed in the attached landscape plan and in
accordance with the above-stated ordinance and receive the approval for same by the City Planner on or
before four months from the date of issuance of a Certificate of Occupancy for the property, then this
obligation shall be void.
PROVIDED, HOWEVER, that the City having required the said Principal to furnish this bond in order to
comply with Chapter 11 of Ordinance No. 1638, Sections 11.5 and 11.6, and the landscaping plan, all
rights and remedies on this bond shall inure solely to such Gaimants and shall be determined in
accordance with the provisions, conditions and limitations of said ordinance.
IN WITNESS WHEREOF, the said Principal and Surety have signed and sealed this instrument, this
day of , 1994.
SCOTT 8 WHITE MEMORIAL HOSPITAL
and SCOTT SHERWOOD AND
BRINDLEY FOUNDATION, PRINCIPAL
BY:
(Printed Name 8~ Title)
SAFECO INSURANCE COMPANY
OF AMERICA, SURETY
BY:
The foregoing bond is hereby approved.
(Printed Name 8~ Title)
Owner
By:
Title
ADDRESS
DATE
js/dforms/paybond2
08121194
04/20/99 11:47 $409 764 3496 DEVELOP1f~IENT SVCS [~J001
~x~~~ac~~c~~xc~c~c~c~c~~~~m*x~~~a~*~~
~~~ ACTIVITY REPORT ~~~
TRANSMISSION OK
TX/RX N0. 7241
CONNECTION TEL 19726505327pp161
CONNECTION ID
START TIME 04/20 11:46
USAGE TIME 00'53
PAGES 2
RESULT OK
OUTING
QUEST
Ple .. To: ~ ~a.~ti~~
Read
^ Handle
^ Approve
And...
^ Forward From:
^ Return
eep or Toss
^ Review with Me Date:
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Post.~t"" grand taX ~~,~ c~i
FROM JOHN M DUNCUM PEACH CREEK RAN PHONE N0. 409 695 2001 May. 21 1999 09:01AM P1
BRAZOS TRIAD LAND DEVELOPMENT PARTNERSHIP, LTD.
STEEPLECHASE SUHDIVISIOI~i
C:C)I.T:h;GL" STATION, "1'LXAS 77842
FACSIMILE TRANSMiTTai, SH$E'1'
TO: ~ FRUM: ~ ~ ~~
Jim Callaway John M. Duncum
cc~MP~NY: aATE:
Ciry of College Station May 21,1999
Fd]C NUMBER; T01'AL NO.OP PAGES INCLUDING COVER:
(4(?)) 764-349G 3
RE:
.ticcess for ~.mc~geszry Vehicles
^ URGEiNT B FOR REVIEW ^ PLEASE COMMENT ^ PLL'ASE REPLY ^ ItUR YOI.JR FILE
R
NOTES/COMMENTS:
Jim,
Pursuarn to your telephone conversation with Raymond Huff yesterday I have prepared a letter
that will be signed by Young Contractors and Steeplechase (as well as the builders having lots
in Steeplechase) agreeing to keep access open for fire trucks, etc. and. explaining how we will
keep the fine lane open.
Please let me know as soon as possible ifthis is satisfactory. I have all parties lined up ready to
sign it as soon as I get word from you. (Call an my mobile - 2SS-4684)
?hanks.
TELEPHONE: (409) 823-8111 OFFICE • (409) 690-3537 HOME • (409} 690-7036 FAX
FROM JOHN M DUNCUM PEACH CREEK RAN PHONE N0. 409 695 2001 May. 21 1999 09:01AM P2
BRAZOS TRIAD LAND DEVELOPMENT PARTNERSHIP, LTD.
STEEPLECFIASE SUBDIVISION
AND
YOUNG CONTRACTORS, INC.
May 20, 1999
City of College Station, Texas
To Whom It May Concern:
VVe have made a request that permits allowing construction requiring combustible materials
(construction beyond slabs} be available to builders having lots in Phases 2 & 3 of Steeplechase
Subdivision on streets that have not been fully completed. These would be streets where curbs
and gutters have been constructed and the material being used for street base has been installed
according to engineering specifications ready for asphalt but without the permanent asphalt
topping in place.
In order for you to approve that request you have asked that the developer, Brazos Triad Land
Development Partnership, Ltd., and the contractor for streets and utilities, Young Contractors,
Inc., provide the City of College Station with assurance that, prior to the completion of the
streets, a minimum of a 20 foot access will be maintained from Navarro to the end of each street
that would allow fire and other emergency vehicles passage in case of emergency. You have also
asked that we explain how this access will be maintained.
Pursuant to your request, we do agree that a minimum of a 20 foot access on the following streets
will be maintained from Navarro to the end of the street adjacent to Westridge. These streets are
Axis Court, Trace Meadows, Antelope Lane, and Pronghorn Lane. At the present time Axis
Court and Trace Meadows do not have base in place. It is agreed that Young Contractors will not
park equipment on these streets except, during placement of asphalt, equipment that is being used
for placement of asphalt. During the time asphalt is being laid, all equipment on the street will be
manned and, if obstructing access as described herein, wilt be driven off to the side of the street to
provide a minimum of 20 feet of access for emergency vehicles. A movable barricade is in place
at the Navarro end of each street as a sign of no access and wiII remain in place at the end of the
streets which are the subject of this agreement. This barricade is easily moved to provide access
as needed.
During this period the builders, their employees, their subcontractors, and vendors will not have
access to the street. This letter contains an acknowledgement of these terms and the agreement of
all builders owning Lots or who will own lots in this portion of the subdivision to abide by this
restriction.
Sincerely,
Brazos Triad Land Development Young Contractors, Inc.
Partnership, Ltd.
By: Brazos Triad Corporation
john M. Duncum
President
FROM JOHN M DUNCUM PEACH CREEK RAN PHONE N0. 409 695 2001 May. 21 1999 09:02AM P3
- 2 - May 21, 1999
We, the undersigned, own or will own all lots located along Axis Court, Trace Meadows,
Antelope Lane, and Pronghorn Lane. We acknowledge the restrictions described above and agree
that during the continued construction of these streets and until the street has been accepted by
the City of College Station we will not use the street for access to our lot or lots, will not park on
the street, and will not allow our employees, subcontractors and vendors to park on the street or
to use the street for access to our lots fronting on these streets.
Benchmark Homes
Glenn T'homa.s
M W Construction
Mark Golden
Legacy Builders
Quinn Williams
~~~~~+~i
Name of Plat:
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Owner(s):
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Block
acres out of
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thru
abstract
abstract
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