HomeMy WebLinkAboutCorrespondence E-mail Correspondence
From: Wally Urrutia
Sent: Monday, December 22, 2014 2:38 PM
To: Kevin Ferrer
Subject: RE: Shipley Do Nuts @ Caprock Crossing (SP 14-299)
Good afternoon,
I made comments on it Thursday of last week stating we are okay. I will double check
on the system for the comments, but we are ok.
Thanks.
From: Kevin Ferrer
Sent: Monday, December 22, 2014 2:28 PM
To: Wally Urrutia
Subject: Shipley Do Nuts @ Caprock Crossing (SP 14-299)
Hi Wally,
I'm currently reviewing Shipley Do-nuts at Caprock Crossing (SP 14-299). I've noticed
that you didn't have comments regarding this site plan. I just wanted to confirm that radii
(20 feet) for the turn next to dumpster pad is sufficient for you guys to turn since FD
won't be needing to turn there.
Thanks,
Kevin Ferrer, EIT
Deven Doyen
From: Stephen Cast <wsud.sc@verizon.net>
Sent: Monday, February 16, 2015 1:24 PM
To: Deven@schultzengineeringllc.com
Subject: FW:Wellborn Water Line at Shipley Do Nuts - Caprock Crossing
Attachments: image001jpg; 14-360 WELLBORN WATER C6 (1).pdf
Deven,
Wellborn Special Utility District approves the attached site plan with the 16" water line relocation on the Shipley
project.
Stephen Cast
From: Deven Doyen [mailto:deven@schultzengineeringllc.com]
Sent: Monday, February 16, 2015 10:45 AM
To: 'Stephen Cast'; 'Jesse Durden CRT'
Cc:joeschultz84@verizon.net
Subject: Wellborn Water Line at Shipley Do Nuts-Caprock Crossing
Stephen,
Attached is the revised plan showing the relocated 16" Wellborn SUD water line and the adjustments to the site. If you
are good with the revisions please send me an email approving the site plan and associated water relocation, so we can
get this processed through the City of College Station. This is the last item to be resolved with them.
Thanks,
Deven Doyen, P.E.
Civil Engineer
Schultz Engineering, LLC
2730 Longmire Drive,Suite A
College Station, TX 77845
(979)764-3900—Office
(979)764-3910—Fax
deven@schultzengineeringllc.com
1
Sch-
u-1tz Engineering, LLC
FIRM #12327
WATER SYSTEM FIRE HYDRANT FLOW TEST REPORT
Date: 01/13/15
Water System Owner: Wellborn SUD
Development Project: Caprock Crossing Phase 5
Flow Test Location: FH at end of line.
Nozzle Size (inch): 2.5 Discharge Coeff (c) = 0.90
Pitot Reading (psi): 64 Flowrate Forula: Q=29.84cd2p1/2
Flowrate (gpm): 1342.8 c = discharge coeff.
d = orifice size
p = pitot pressure (psi)
Pressure Gauge Location: FH in middle parking island
Static Pressure (psi): 81
Residual Pressure (psi): 65
Compute Discharge at 20 psi Residential Pressure: QR = 2766
Discharge Formula: QR = QF x (hr0.54/hf0.54)
Note: The Flow Test and Report were prepared in accordance with NFPA 291
Report Prepared By: Deven Doyen "'I�.)� ‘
Ricky Flores � of T 9s�1
Others Present: Clenden Adams - Wellborn SUD i*r " *ISI
DEVEN L. DOYEN j
�. 109835 •4/
�f
+�e••�/ S.'
•
1I1511ti
Proposed TIA Analysis
Shipley Do-Nuts at Caprock Crossing
Proposed Restaurant W/Drive Thru
Tract location: Greens Prairie Road West of Arrington Road
Current Land Use—GC Vacant
Projected Peak Hour Vehicle Trips per GC Zoning
2.7 Thousand Square Feet x 53.61 Trips per Thousand Square Feet= 145 Vehicle Trips
145 Vehicle Trips< 150 Vehicle Trips
TIA not required