HomeMy WebLinkAboutMisc.
May 13,1987
MEMORANDUM
FROM:
Tom & Ment Turbinville, P. O. Box 9927, College Station
Tim Chinn & Laura Cummings, Kling Engineering, Bryan
Project Review committee:~U
Jim Callaway, Interim Director of Plannin~~
Mark Smith, Assistant City Engineer-
Steve stewart, P&Z Representative
TO:
Others attending:
Bob Epps, Assistant Director of Public Services
Ray Havens, Assistant Electrical Superintendent
Lavern Dube, GTE
Bill Riley, Water Distribution Supervisor
John Woody, Director of Public Utilities
Coy Perry, Building Official
Jane Kee, Zoning Official
Shirley Yolk, Planning Technician
SUBJECT: Parking Lot Plan - Brazos Valley P,utt-Putt (87-406)
Lot 19 Block 10 Southwood Section 26 (on the north side
of Valley View Drive at Texas Avenue (SH6)
The P.R.C. only has the authority to approve site plans if all
ordinance requirements are met. The P.R.C. met on this date to
review the above mentioned project, and approved this proposed
project with the following conditions*:
(1) The existing natural gas lines are not in close proximity to
this tract. If the developer requires natural gas service,
contact Mr. Terran Sanchez of Lone Star Gas.
(2) Minimum dumpster requirements: One 3 cu'bic yard dumpster
located on a l2'x 12'pad at the same elevation as the adjacent
driving surface.
(3) If underground electrical service is desired, furnish a
letter requesting that service to the electric department. Also
furnish electric load data and voltagerequir~ments to the
electric department. Coordinate the location of the new utility
pole ~ith Ray Havens.
(4) Service for telephone equipment must be located within 20
feet of electric service. Coordinate with Lavern Dube of GTE.
(5) For the Record - an easement will be reqiuired to cover the
existing sewer line in tile portion of this prioperty for which
development is) not being planned at this t imel. This is not a
site plan requirement.
P.R.C.87-406 continued
5-13-87
Page 2 OMI1 tt.~ p~ V.P~U6N r,/tt/'61
~ Afire hydrant must be added which will provide coverage;
that is, it must be located within 300 feet of all parts of all
structures as the hose lay. The existing hydrant on the south
side of Valley View Drive cannot be used for this project.
(7) Include a ramp to provide access for handicapped persons on
the construction documents.. \ .
(8) The proposed freestanding sign meets ordinance requirements.
Details prepared by an engIneer will be requiredfor..a building
permit.
(9) Ordinance allows only one traffic directional sign at each
curb cut. Addi tional directional signs would require...action by
the Zoning Board of 'Adjustment.
(10) Locate hose bibs on the construction drawings.
(II) The Fire Marshal has indicated that fire lanes will not be
required for this project.
(12) An elevation certificate for the clubhouse will be required
after the slab is poured and before issuance of the Certificate
of Occupancy.
SUBMIT 10 COPIES OF REVISED SITE PLAN TO PLANNING DEPARTMENT FOR
APPROVAL PRIOR TO CONTINUING WITH STEP II OF THE BUILDING PERMIT
PROCESS.
- *Any changes to an approved site plan must be cleared through the
Planning Department.
'.
DRAINAGE REPORT
BRAZOS VALLEY PUTT-PUTT
VAllEY VIEW DRIVE
COLLEGE STATION.. TEXAS
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. T. DAVID CHINN . .i!
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PREPARED FOR: MRJ TOM TURBIVILLE
P. O. Box 9927
COLLEGE STATION) TEXAS 77840
PREPARED By: I(LING ENGINEERING & SURVEYING
P.O. Box 4234
BRYANJ TEXAS 77805
SUMMARY
Brazos Valley Putt-Putt is a proposed recreational facility
that is to be developed by Mr. Tom B. Turbiville and is to be
located on Lot 19, Block 1 o~ Southwood, Section 26, being the
west corner of the intersection of Valley View Drive and Texas
Avenue in College Station, Texas. The improvements to this
2. 094 acre site inc~ude a Cl ubhouseofapproximately 1000 square
feet, two 18 hole miniature golf courses, (provisions for a
future 3rdcourse) and approximately 46 parking spaces and drive~
ways.
It is estimated that the development of this facility will
increase the stormwater run-off from alO year rainfall event
from 4.8 cfs to 8.6 cfs. Due to the location of this tract
relative to the 100 year flood p.lain of Bee Creek, this increase
is not consi.dered detrimental to either upstream or downstream
owners. On-site detention for this facility has been evaluated
but is discouraged due to the delayed peaking just above this
floodplain and creek area. The Drainage Improvements that are
proposed herein ..include:
. Establishment of a proper finished floor elevation.
. Gr'adingof the parking and site to insure positive drainage.
. Construction of three concrete flumes, two which have
elaborate energy dissipators to protect from scour.
. Three private 8" p..V.C. storm sewers to drain the
interior of the courses.
In addition to these permanent facilities, the site contractor
will install asi 1 t fence along the northwest property line during
construction in ord.er to control the sediment transport off this
site into Bee Creek. This fence will remain in-place until suf-
ficient ground cover has been established.
These improvements do not encroach in any way the configuration
or performance of the existing lOa year flood plain of Bee Creek.
Kling Engineering & Surveying
PREDEVELOPED CONDITIONS
Ora i nage Area -A
The contributingdrai nage area for thi sproje"ctwi II be the
2.09 acre tract that is being developed. This tract is shown in
theattachedsi teplan and is currently va'can t. and un improved.
Bee Creek lies immediate to the northwest of this tract with the
100 year flood plain limit (elevation. 260.5 to 261.5) encroach-
i ng into the tract by a maximum ofapproxima te 1 y 20 feet.
Coefficient of Run-off - C
The predominant natural 5011 in this area is cl'"assified
as a Gowen Clay loam topsoil with a clay loam alluvium subsoil.
This soi 1i s verytypi ca 1 for low lying creek areas . This
soil is generally a well drained soil having a moderate infil-
tration rate when saturated. The general slope of this tract is
to thenorthwestat"2 to. 4 percent. For this analysis, a
coefficient of run-G"ffvalueo.f 0.35 has been assigned to
simulatethepre-cdevelo.ped conditio.ns.
TimeofConcentrati on - tc
Use 10 minutes (Hydraulic Manual - Texas Highway Department 1"970).
Rainfall Intensity - 11
110 6.5 inches per ho.ur
1100 = 9.2 inches per hour
1. See Rainfall Intensity Curves.
Kling Engineering & Surveying
Determination.of Run-off.-Q
Forthepredeveloped flow from the total site, at the
north (downstream) co~ner:
Q = CIA
Q10 = (O.35}(6.5)(2.09) =4.8tfs
0100 = (0.35)(9.2)(2.09):; 6.7 cfs
POST-DEVELOPED (ONDITIONS
DrainageArea-.A
Remains unchanged at 2.09 acres.
Coefficient .of..Run-off _..C
Due to the development of these facilities, approximatel.y
0.51 acres shall b.epaved (C=O.QO), approximately 0.69 acres shall
be paved golf 'course construction (C=0.80) and the remainder of
0.89 acres sha11rema;n as landscaping or grass areas (C=0.35)
C(eff)
= (0.51)(..90) +(0.69)(.80)+(0.89)(0.35)
2. 09 Tota 1 Acre s
C (eff) = O. 63
DeterminatioYlof Run-off - Q
Q, 0 = (0. 63 ) (6. . 5 ) (2 . 09 ) = 8. 6 c f s
Q 1 00 ;; ( .0 · 63 ) ( 9 . 2 ) (2 . 09) =1 2.1 c f s
Kling Engineering & Surveying
PROJECT DESI.GN
This tract/will be graded to conform to the natural run-off
directions with the flows being concentrated at three concrete
flumes from the parking lot. The west flume will accommodate
approximately 1.04 acres or Q10 ::: 4.3cfs. The middle flume,
0.18 acres or Q.]O= 0.7 cfs. The east flume, 0.39 acres or
Q10 = 1.6cfs. Both the east and west fl'umes have been
designed to dayli.ght, the 811 private storm sewers .and include
energy dissipators .tocontrol the anticipated erosion.
Please refertb the Site Plan Sheet 2 for the details of this
construction.
The finished floor elevation of the clubhouse has been
set at 264.75, '-which exceeds the minimum establ i shed by FEMA
of 262.5. As study of the Site Plan will show, the flood plain
will not be encroached into by this development.
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?eras
;iifBro?os County
,
Cily olCa/lege ~/DliOfl
[nglneering. Depf
/CO Yeor'curye
curves.
Bosedon rH'D.
IlJformofiofJ furnished by
TA.M U.
Irfelerology Depf~
plolted from
KLING ENGINEERING & SURVEYING
ConsulfingEngineers. Land Surveyors
4101 Texas Avenue
Bryan, Texas. 77802
Telephone 409/846-6212
Post Office Box 4234
Bryan, Texas 77805
B. J. Kling, I~E.,' R.~S.
S. M. Kling, R.~S.
TDavid Chinn, l?E., R.~S.
Jul y29, 19.87
Mrs. Kim Johnson
Zoning Official
Cityof'Co llege Station.
P. O. Box 9960
College Station, Texas 77840
Re: Handicap. Ramp
Putt-Putt dGo 1 f
Dea r Mrs. Johnson,
As we discussed this afternoon, . the as-built .1ocationof the
hand;.cap ramp for the Putt' PuttGol f/Faci 1 i tyisapproximate1y
2 feetHlerror,thl.lsit does not align properly with the
desi rE:!d5 foot wide maneuvering space. . Tam in agreementthat:the
ramp shouldbeext~ndedto the. Gorrectlocation rather than wa'rp-
ing'theparking stall. As you know, time.is' of the .essence and
we wOl.lldlike.. to obtain the Certificate. ofOscupancytomorrow.
P1 ease. regard>this.l etteras your assurance that this ramp wi 11
be reconstructed 'at the earliest date possible within the next
ten (10) days.
If you .have anyquestions'regarding this item, please do
not hesitat~toadvise. Thank you for your ass; stance.
Sincere ly,
(t
TDC/kj 1
xc: Mr. Tom Turbiville
T. ,David Chinn, P.E.
4101 Texas Avenue
Bryan, Texas 77802
KLING ENG,INEERINGANDSURVEY:ING
Consulting Engineers . Land Surveyors
(409) 846-6212
P. O. Box 4234
Bryan, Texas 77805
PROJECT NAME
TO
DAT'E
PROJECT NO.
ATTENTION
REFERENCE
WE TRANSMIT:
D Under Separate Cover
~Enclosed
THE FOllOWING:
kr'Pri nts
D Copies
D Originals
D Plat
D Field Notes
D Plans
D Report
D Estimate
DCut Sheets
DComputer Printout
D Fi Ie
D Contract
D
FOR:
DiYour Review & Approval
DIYour Re~i~M'&<J:omment
DYour Review & Distribution
qYour Re~i~~,!'3e~ision & Return
D, Your Sign,ature & Return
D Your File and/or Use
VIA:
D Mail
~MeSsenger
D Federal, Express
D Express Mail
D Special Courier
D Picked Up By Your Office
D As Requested By:
D Please Acknowledge ,Receipt of
Enclosures
D Please Return Enclosures To Us
D Copies OlThis letter Of Transmittal
Sent To:
NO.
DESCRIPTION
If'Enclosures Are NofAs Noted,
Please Notify Us At Once.
!igned~ ~.
Let ~~~c ___.2
lot 19 ,B1 ocR 1 0
SouthwbodSection 26
-Sanitary Sewer li:ne Encroachment
Dear Mr. Woody,
I currently understand the situation, there are two solutions
to the problem:
1) Relocate the line to the existing utility easements, thereby
freeing additional building area for- development.
2) Secure an easement from the Owner to cure the titleencroach~
mente
0. b 9'f '\\') 0 "," 0 P \J \.. L e:-......
1 f1 1987
\
'\
(ft., ~
Tc ,-
77840
Re: Lot 19, Block 10
Southwood Section 26
Sanitary Sewer Li:ne Encroachment
As you know from the PRCmeeti ng of May 13, 1987 , Mr. Tom Turbi vi 11 e
is the Owner of the abovecaptioned tract of land. Mr. Turbivi1le's
Putt-Putt Golf Course is now in operation and credit is due to all of
the City staff involved duri ngthe construction. I ,.am pleased to
report that the project went smoothly and expeditiously.
Si nce the course i SflUp andrunningtl,we can now focus our
attenti'.6non an item that was brought out during the PRe meeting;
that being the as- bull t 1 oca ti onof a 21 inch san ita ry sewer line.
This sewer line has been constructed across the north corner of the
lot and is shown on the enclosed survey plat. Our examination of
the title has not revealed any recorded easement concerning this
line. In conversations with the Water and Sewer Department, this
encroachment may be the result of a field change order during
construction. Whatever the cause, it is the Owner's desire to
remedy the problem at this time. The Owner has entertained the
concepts of either. constructing or leasing the site for a use
dependent on high traffi cand high vi sabi lity (eg. fast food rest-
urant). Thelocati ono fthe 1i negreatl yimpactsthe rema i ni ng
buil dabl e area along the Texas Avenue frontage. Therefore, thi s
situation must be addressed prior to the finalization of any future
plans.
As
to cure
1 )
I currently understand the situation, there are two solutions
the problem:
Rel ocate the line to the existing uti li tyeasements, thereby
freeing additional building area for development.
Secure an easement from the Owner to cure the title encroach-
ment.
2)
C- b()'( ~ D 1\~ \ 0
DEL iVERED
P \J '-Le~
1 8 1981
~. ~I
"
\ ,
'.\to
SEPTEMBER 1~ 1987
Ivl E: 1.....1 [) F;~ (~~ i\i I) tJ 1"'1
:0 . I I::;~ E: [:"r (] I::~ . Li ..:' [: (':1 1:::1 I "I" Pi L. I l'ot'l Fa i::;~ Cl i'..i E:: Ivl E:: i\~ ''1'' t:)
F:' t:;.., 1,'.-::1 '.....i. ~ T f"'i t- It., i i.fi. t I i ~"l fWi '1."1., ...:' . .~... ~ ~
. l _ ! '. .... ..... "; . \1 t..:':: ...... i........ l!' <::.:)
Ei l.J 1':':' ~J I:::: C;'f :: ~::> PI 1\1 I 'r f'~ F;~'~{ E; E~ tAJ t:::: i:~~ 'L.. I t...J f::: E: t-.~ [: F;~ CJ Pi [: F1 t'll E:: I\~ "I"
, L. C) T' t '::';t f}. E~ L, C) (~ i< :l ()
SOUTHWOOD SECTION 19
i
i
ENCLOSED IS A Capy OFA LETTER FROM K~IN8 ENGINEtRING AND SURVEYING
CDI'-.lCEFr.:N ING f~ 2 i. I NCH.!:3EI/JER LINE ON PF;;QPERTY EAS''j'' i OF THE NE~lJ
II F'UTT....!:::tJTT "GOLF. COLJRSE" I HESF'ECTFUU....V. F:EQUEST I YOUF.; (.~SS I STAr-,ICE I !\~
:0 E: 5...) E: 1.... C) Ft I I\.} [3 i;':~i f:;~E:~:::; F: [) 1.....1 ~:::; E:~ :r ' i
I
1.... {i ~::; 'f I..~.J E: E: t<: I 1.) I ~:::; [: lJ E, E~ [: I) ''1'' t"i E~ ~:3 I ''1'' lJ {'~'f I () 1\1 IAI I 'r f'l I) ri i.../. I 1) f::' ~J L. L. E: i\J ;; 1",1 E::: 1...1 Pt E;
Hl'f-'F:TED f-,!\l IN'v'E1:3J'IG{~TI!Jb.! OF t1Ji..iY THE SEt1JER LINE \!Jr:'iS INST{~LLED 11\1 THIS
i
f,~nEf.i" l1JE f7~Lf.lD HAD TO {~GBEE ~;.j ri"H THE TVJ(] PF<OPOSEP SOLUT I CJNS THE
t;.J F~ I 'r I:~}~~ 'J ' IvH::;~ n c::: 1,+ I j\H\1 ~:3 tJ i;3 EH:::: ~:rr i:::I) u
OTHEr-:;: T!...!r-~N l"IY DISCUSS I OJ\! ttJ I TH Df-iV I DAND THE GlU I CIK BF: I EF I NO I Gr:~~/E YOU,
I 1...!r.:~\iE DOt'.,IE NOTHING .oUTSIDE L1JDF<F("l! ! ANY ADVICEI (:'is TO HOW TO PF<DCEED
I
!.AlI LL BE ;:~IPPf'~EC I?,"l'Elh " I DO F<Et'iEtH3EF~ TFII!3 SUB~fEqT BE I NG rmOACHED P'd"
T!"'IE \iE:f~Y F I.!=(GT PF;;C t~IEE'r I NG I f-nn:::J'..l[)ED" OTHER "rHI(:)N THf-iT, I HPiVE 1"1m) NCJ
C:~ C} 1\1 'r {.:.~ [~ 'f (rJ I 'T' i".~i - '. Pi {\I"'l [)j\J E: {.) E'~ (] tJ "I" 'T' I"') E: . F' f:;:. [lIB L. E: t"/1,~ I
C; CJ F' V' 'T' C) E{ E:: '....11\11 E::
.
Putt--Putt
87-406
June 3, 1987
David Pulleri's visit with Harry Davis
f{e:firieprotectionforthe above project ~
is within 150' of street.
i
Building is within 300' of fire hydrant a~measllredalong
street to front of building.
3.
Street -Valley View is 47' BB
4.
~xisting'firehydr an t is on opposite side of stteet fr om
proj.ect..
p.FdiriallG.e.require men t s are me tf 0 r II s(ff2aTthou 9 h the
buildiIlQisl10t covered if measured in "cus\tolllary" way
i.e. from Ji>oint of fire. access. in the buildli.ng(inthis case
theback.or .offstreet side} and along the rriveway>.
I
7.
NOdbuildingsar e toel 0 s e.
6..
Building is srnall. <-1000 sq. ft.
"ila11eyViewis41'in width because it is a'commercial street
and not because of its traffic capacity nee~ls
I
eanbe blocked w/oadverseaffeettolocalarea
NO.additional f ire hydrants are necessary for this
!"\.
June 5, 1987
RE:
Dear Tim,
,Find
DJP/VW