HomeMy WebLinkAbout15 C+S BBQ DP 05-33 305 Marreen PushRABON METCALF £NmNEERRll:N0;!_~~~~~::':~~%;alQ-C)79)690-0329 -Home
POST OFFlCE BOX 9253 -~ C)79)690-0329 -FAX
COLLEGE STA TION , TEXAS77842 (.979)219-4 174 -CELL
EMAIL: r men gin ecr@ju no .com
July 25 , 2005
Alan P. Gibbs, P .E.
Development Engineer
City of College Station
Planning & Development Services
1101 Texas Avenue
College Station, Texas 77842
RE: C&J's BARBEQUE, 4304 Harvey Road, College Station, TX
Utility Letter (REVISED)
RME No. 188-0252
Dear Alan:
The following information demonstrates a sufficient capacity from the existing utilities for both
water and sanitary sewer requirements for the above referenced development.
Domestic & Fire Water:
A new fire hydrant will be installed on an existing 8" water line. Both are located at the west
property line which is the common RO.W. line with State Highway No. 30 (Harvey Road). This
hydrant will provide fire coverage to C&J's BARBEQUE which consists of a 5,372 sg .ft .
restaurant. Construction materials and methods, for this building, will be classified as Type VA
Per Appendix B & C of the 2000 International Fire Code, a fire flow of 1,500 gpm fro m one fi re
hydrant is required.
At the request of this office, CoCS PUD performed a flow test on an existing fire hydrant (static
hydrant G-017 and flow hydrant G-019) on Jun ~5, 2005 . The flow test yielded a residual
pressure of72 psi at a residual flow of 1,300 gpm.LJhis free flowrate was acquired from th 2W'
nozzle. Fire flow will be drawn from the 4" nozzle of the fire hydrant . By employing
Bernoulli's equation of Q=AV, assuming that the velocity remains relatively nstfill then the
fire flowrate should increase proportionately to the cross-section area "A". T e 2W' ozzle area
is equal to 4.91 in2 while the 4" nozzle's area is equal to 12.56 in2 (x2.56). ee flow rate
of !.,328 gpm is approximated ~
Therefore, it is determined that this hydrant and the water distribution system will adequately
provide the required flow without falling below the TCEQ minimum fire flow pressure of20 psi.
CD l-188-0252-L04 Page-1
" C&J's BARBEQUE
Utility Letter -REVISED
Rabon Metcalf Engineering
July 25, 2005
Domestic usages, as calculated using Method 1 "Fixture Count Determination" of the B/CS
Unified Design Guidelines, are projected to be at a peak demand of 30 gpm. This peak water
demand, for domestic use, should only be slightly higher that current peak demands from the
existing restaurant facility .
Sanitary Sewer:
Using the calculated peak domestic water, a sanitary sewer flow of 28,800 GPD is estimated.
This peak daily flow equates to approximately 0 .07 cfs. The sewer from this development will
be discharged into an existing 6" sanitary sewer line which is located along the west property
line . This existing sewer line is estimated to have a conveyance capacity of 0.20 cfs (at
minimum grade). As with the domestic water, the experienced sanitary sewer flows should only
be slightly higher than current existing peak flows.
Please do not hesitate to call should you have any questions.
Sincerely,
Rab n A. Metcalf: P .E.
rmengineer@verizon.net
CD1-188-0252-L04 Page - 2
vr
CITY OF COLLEGE STATION
Planning & Development Servias
SITE LEGAL DESCRIPTION:
Harvey Hillsides
Portion of Lot 1 , Block 1
DEVELOPMENT PERMIT
PERMIT NO . 05-33
FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA
RE: CHAPTER 13 OF THE COLLEGE STATION CITY CODE
SITE ADDRESS:
C&J 's Barbeque , 4304 Harvey Road
DRAINAGE BASIN:
Burton Creek
DATE OF ISSUE: September 13, 2005 VALID FOR 12 MONTHS
OWNER:
Chip & Jo Manning
4304 Harvey Road
College Station , Texas 77845
TYPE OF DEVELOPMENT:
SPECIAL CONDITIONS:
CONTRACTOR:
Full Development Perm it
All construct ion must be in compliance with the approved construction plans
All trees required to be protected as part of the landscape plan must be completely barricaded in accordance with Section
7.5.E., Landscape/Streetscape Plan Requirements of the City 's Unified Development Ordinance , prior to any ope rat ions of
this permit. The cleaning of equipment or materials within the drip line of any tree or group of trees that are protected and
required to rema in is strictly prohibited . The disposal of any waste material such as , but not limited to , paint , oil , solvents,
aspha lt , concrete , mortar, or other harmful liquids or materials within the drip line of any tree required to remain is also
prohib ited.
Full Development Permit
The Contractor shall take all necessary precautions to prevent silt and debris from leaving the immediate construction site
in acco rdance with the approved eros ion control plan as well as the City of College Station Drainage Policy and Design
Cr iter ia. If it is determined the prescribed erosion control measures are ineffective to retain all sediment onsite , it is the
contractors responsibility to implement measures that will meet City , State and Federal requirements . The Owner and/or
Contractor shall assure that all disturbed areas are sodden and establ ishment of vegetation occurs prior to removal of any
silt fencing or hay bales used for temporary erosion control. The Owner and/or Contractor shall also insure that any
disturbed vegetat ion be returned to its original condition , placement and state . The Owner and/or Contractor shall be
responsible for any damage to adjacent properties , city streets or infrastructure due to heavy machinery and/or equipment
as well as eros ion , siltation or sedimentation resulting from the permitted work .
In accordance with Chapter 13 of the Code of Ordinances of the City of College Station , measures shall be taken to insure
that debris from construct ion , erosion , and sedimentation shall not be deposited in city streets , or exist ing dra inage
facilities .
I hereby grant this permit for development of an area outside the special flood hazard area . All development shall be in
accordance with the plans and specifications submitted to and approved by the C ity Engineer in the development perm it
application for the above named project and all of the codes and ordinances of the City of College Station that apply .
Date
ENGINEER'S COST ESTIMATE
C&J's BARBEQUE
LOCATED AT
4304 HARVEY ROAD
PORTION OF LOT 1, BLOCK 1 -HARVEY IDLLSIDES
COLLEGE STATION, BRAZOS COUNTY, TEXAS
WATER LINE IMPROVEMENTS
1 Mobilization , Staking, & Trench Safety (Water Line)
2 Standard Fire Hydrant Assembly
3 Tie into Existing 6" Water Line
This Engineer's Cost Estimate was prepared in our office,
at the date shown, and I released for the purpose of
Date
1
1
1
LS
EA
LS
RABON METCALF ENGINEERING
POST OFFICE BOX 9253
CD1 -188-0252-E01
COLLEGE STATION, TEXAS 77842
CELL: (979)219-4174
FAX: (979)690-0329
E-mail: rmengineer@verizon .net
$500.00
$2,800.00
$700.00
SUB-TOTAL=
$500 .00
$2,800 .00
$700 .00
$4,000.00
1 of 1
/'
EMAIL: ~GINEER@JUNO .COM
July 5, 2005
Alan P . Gibbs , P.E.
Development Engineer
City of College Station
Planning & Development Services
1101 Te xas Avenue South
College Station, TX 77842
RE: C&J's BARBEQUE, 4304 Harvey Road, College Station, TX -Utility Letter
RME No. 188-0252
Dear Alan ,
The proposed improvements , referenced above , consist of a 5,372 square-foot restaurant facility
and associated parking , drives , and sidewalks. The site currently is improved with an existing
metal building with asphalt and gravel paving and drive areas . Using the Rational Method and
the following parameters , an increase in runoff of appro ximately 1.44 cfs during the 100-year
rainfall event would be experienced.
Ration Method: Q = CIA
CEXIST = 0.69 CNEw = 0.80 (see Exhibit X-1 for coefficient determinations)
I = 11.63 in/hr Tc = 10 min.
A = 1.13 acres
This runoff is a negligible amount and therefore should not create any adverse impacts to
downstream drainage structures and/or facilities .
Please call should you have any q stions or require assistance regarding this matter.
Sincerely,
rmengineer@verizon.net
CD l-188-0252-L03 .doc Page -1
1'
CITY O F COLLEGE STATI ON
Plan ning & Development Servim
l)efy~ \5</\)
SITE PLAN APPLICATION
MINIMUM SUBMITTAL REQUIREMENTS
_x_ Site plan application completed in full.
__!__ $200 .00 Application Fee .
__!__ $200.00 Development Permit Application Fee .
DATE SUBMITTE
__!__ $600 .00 Public Infrastructure Inspection Fee if applicable . (This fee is payable if construction of a public
waterline , sewerline , sidewalk, street or drainage facilities is involved .)
_!_Eleven (11) folded copies of site plan
__!__One (1) folded copy of the landscape plan.
__!__One (1) copy of building elevation for all buildings .
__!__A list of building materials for all facades and screening for non-residential buildings.
__!__ Color samples for all non-residential buildings.
N/A Traffic Impact Analysis (if applicable for non-residential buildings).
_!_A copy of the attached site plan checklist with all items checked off or a brief explanation as to why they
are not checked off.
N/A Parkland Dedication requirement approved by the Parks & Recreation Board , please provide proof of
approval (if applicable).
Date of Preapplication Conference:_M_a_y_2_3,_2_0_0_5 _________________ _
NAMEOFPROJECT_C_&_J'~s_B_A_R_B_E~Q~U_E _______________________ _
ADDRESS 305 MARION PUGH DRIVE
LEGAL DESCRIPTION Portion of Lot 1, Block 1, Harvey Hillsides
APPLICANT/PROJECT MANAGER 'S INFORMATION (Primary Contact for the Project):
Name Rabon Metcalf, P.E. (Rabon Metcalf Engineering)
Street Address __ P-'-'.O'-". __ B'"""o"'"'x~9=2-=-53"--____________ _ City College Station
E-Mail Address rmengineer@verizon.net
Fax Number (979) 690-0329
State _TX _____ Zip Code _77_8_4_2 ___ _
Phone Number .L.=(9'--=-7-=-9)._6=9;..::0_;-0;..::3=2.=...9 ______ _
PROPERTY OWNER'S INFORMATION :
Name Chip & Jo Manning
Street Address 4304 Harvey Road City College Station
State TX Zip Code ~77~8~4~5 ___ _ E-Mail Address ____________ _
PhoneNumber ~<9_7_9)_7_7~6~-8~9_6_9 _____ _ Fax Number (979) 822-6063
ARCHITECT OR ENGINEER 'S INFORMATION :
Name Same As Applicant
6/13/03 1 of6
r•
OTHER CONTACTS (Please specify type of contact, i.e . project manager, potential buyer, local contact , etc.)
Name _________________________________ _
Street Address. _________________ _ C ity _________ _
State _____ Z ip Code ___ _ E-Mail Address --------------
Phone Number Fax Number _____________ _
CURRENTZONING~C~-1-------------------------~
PRESENT USE OF PROPERTY C&J's BARBECUE Restaurant ----------------------------
PROPOSED USE OF PROPERTY C&J's BARBEQUE Restaurant -----------------------------
VAR I AN CE ( S) REQUESTED AND REASON(S) ------------------
#OF PARKING SPACES REQUIRED _53 __ _ #OF PARKING SPACES PROVIDED _53.._._
MUL Tl-FAMILY RESIDENTIAL PARKLAND DEDICATION
Total Acreage ____ _ #of Multi-Family Dwelling Units
Floodplain Acreage __ _ ---x $452 = $ _______ _
Housing Units ____ _ ___ # of acres in floodplain
# of 1 Bedroom Units # of acres in detention ---------
___ # of 2 Bedroom Units _____ # of acres in greenways
# of 3 Bedroom Units ---___ date ded ication approved by Parks Board
___ # of 4 Bedroom Units COMMERCIAL
FOR 2 BEDROOM UNITS ONLY Total Acreage_1._1_29 _____ _
___ # Bedrooms = 132 sq . ft . Building Square Feet_5_..,_37_2 __ _
___ # Bedrooms < 132 sq . ft . Floodplain Acreage_O.;;;..;';...;;;.o ____ _
NOTE: Parkland Dedication fee is due prior to the issuance of a Building Permit.
The applicant has prepared th application and certifies that the facts stated herein and exhibits attached
C!..!.:~~~Fl-lr--Eff-IW4 rect.
pplicant Date
6/13/03 2 of 6