HomeMy WebLinkAboutCORRESPONDENCEJI
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OF
BRAZOSCOUNTY
ROAD AND BRIDGE DEPARTMENT
R Alan Munger, PE, CFM, County Engineer
Lloyd Wassermann, Commissioner Precinct I
Sammy Catalena, Commissioner Precinct 2
Duane Peters, County Judge
Kenny Mallard, Commissioner Precinct 3
Irma Cauley, Commissioner Precinct 4
June 12, 2013
Schultz Engineering LLC
2730 Longmire Drive, Suite A
College Station, Texas 77845
Re: Final Plat of Saddle Creek Subdivision Phase 10
26.66 Acres, James C. Stuteville League, A -216
College Station ETJ, Brazos County, Texas
Dear Sir:
On Tuesday, June 11, 2013, the Brazos County Commissioners' Court approved the referenced
plat as submitted.
if further information is required please contact us at (979)822 -2127.
Best re ards,
R. Alan Munger, PE
Brazos County Engineer
Saddle Creek Ph10 -final plat
cc: Office File(s)
2617 Highway 21 West Bryan, Texas 77803 Office (979)822 -2127 / Fax (979)775 -0453
Ricky Flores
From: Joe Schultz Uoeschultz84 @verizon.net]
Sent: Friday, June 28, 2013 3:35 PM
To: 'Ricky Flores'
Subject: FW: Saddle Creek - Phase 10
Print out and send to City next week with mylar
From: Greg Burkhalter [ mailto :gburkhalter @btutilities.com
Sent: Friday, June 28, 2013 3:18 PM
To: 'Joe Schultz'
Subject: RE: Saddle Creek - Phase 10
Joe,
We do have a signed contract and all AIC has been paid.
Thanks,
Greg Burkhalter
Field Engineering & System Manager
eburkhalter(@btutilities.com
Bryan Texas Utilities
979- 821 -5773
From: Joe Schultz [ mailto :joeschultzQ+CDverizon.net
Sent: Friday, June 28, 2013 2:56 PM
To: Greg Burkhalter
Subject: Saddle Creek - Phase 10
Greg,
Please confirm that Saddle Creek Partners has signed a contract and paid for BTU to install the electrical service for
Phase 10.
Thanks
Joe
Joe Schultz, P.E.
Schultz Engineering, LLC
2730 Longmire, Suite A
College Station, TX 77845
Office 979.764.3900
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Schultz Engineering, LLC
Office: 979.764.3900
Fax: 979.764.3910
July 2, 2013
Morgan Hester
Staff Planner
City of College Station
1101 Texas Avenue
College Station, TX 77840
Re: SADDLE CREEK PHASE 10 (FP) —13- 00900028
Dear Ms. Hester:
Attached are the following:
• A mylar of the Final Plat
• A cd with the Final Plat in a CAD file
• A Deed showing Saddle Creek Partners ownership of the tract
• An updated tax certificate for the tract
• A water system fire hydrant flow test report
• An email from Wellborn SUD with their acceptance of the waterline
• An email from BTU that Saddle Creek Partners have paid for electrical service in phase 10
• A letter from Brazos County showing approval of the Final Plat
Please let me know if any additional items are needed in order to file the Final Plat.
If you have any questions, please do not hesitate to call.
Very truly yours,
Schultz Engineering, LLC.
rrlq ---
Joe Aurtz, P.E.
Civil Engineer
P.O. Box 11995 • College Station, Texas 77842
schultzengineedngllc.com
Joe Schultz
From: Stephen Cast <wsud.sc @verizon.net>
Sent: Wednesday, July 03, 2013 2:02 PM
To: Joe Schultz
Subject: Re: Saddle Creek - Phase 10
Joe Schultz, P.E.
Wellborn Special Utility District has accepted the water lines for Saddle Creek Phase 10.
Stephen Cast
- - - -- Original Message - - - --
From: Joe Schultz
To: Stephen Cast
Sent: Tuesday, July 02, 2013 11:36 AM
Subject: Saddle Creek - Phase 10
Stephen,
Please confirm that the waterline for Saddle Creek — Phase 10 has been accepted by Wellborn SUD.
Thanks
Joe
Joe Schultz, P.E.
Schultz Engineering, LLC
2730 Longmire, Suite A
College Station, TX 77845
Office 979.764.3900
1
EXHIBIT B
SCHULTZ ENGINEERING, LLC
FIRM #12327
WATER SYSTEM FIRE HYDRANT FLOW TEST REPORT
7 -2 -2013
Date:
Water System Owner: _Wellborn SUD
Saddle Creek Subdivision
Development Project:
FH -2 Between Lots 201 and 200 Block 10
Flow Test Location:
�E OF • 7 , E���
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aee J OSEPH e
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JO �E( Heo «:o J4flULIZ
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6B
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a
Nozzle size (in.):
_2.5 Discharge Coeff: (c) = 0.90
Pitot Reading (psi):
50 Flowrate Formula: Q= 29.84cd
1190 c = discharge coeff.
Flowrate (gpm):
d = orifice size (in)
P = pitot pressure (psi)
East of the intersection of Latigo Court and Stirrup Drive
Pressure Gauge Location:
81
Static Pressure (psi):
60
Residual Pressure (psi):
2015
Computed Discharge at 20 psi Residual Pressure: QR =
Discharge Formula: QR = QF X (h, 0.54 /hf 0.54 )
Note: The flow test and report were prepared in accordance with NFPA 291.
Joe Schultz
Report Prepared by:
Ricky Flores
Others Present: _ Clenden Adams — Wellborn SUD_
Britt Curless
L ltz Engineering, LLC
Office: 979.764.3900
Fax: 979.764.3910
July 11, 2013
Deborah Grace - Rosier
Planning and Development
City of College Station
1101 Texas Avenue
College Station, TX 77840
Re: SADDLE CREEK PHASE 10 (FP) —13- 00900028
Dear Ms. Hester:
Attached is the tax certificate for the above referenced project.
Please let me know if any additional items are needed in order to file the Final Plat.
If you have any questions, please do not hesitate to call.
Very truly yours,
Schultz Engineering, LLC.
�V4
Joe Ohultz, P.E.
Civil Engineer
P.O. Box 11995 - College Station, Texas 77842
schultzengineeringllc.com