HomeMy WebLinkAboutMiscellaneous• Page 6
City.. Council Regular ..Meeting
Thursday, September 13, 1990
rid Sub-d~vision 90214 .
ends Item No. 9 . ~ oval of F~~na1 Plat - Gre~~s-vvo
er Pullen recommended approval.
City Engine
• ~ t The:motion. was seconded
Councilman Brown... moved ..approval of the :final pia
ouncilman McIlhane which carried unanimously, 6-0.
by C y
ante ado tin _ the o sad
ends I#em No 10 - Consdera~on of an ordin
bud et for FY 1990-9I as amended:
• rdinance No. 1$60. The motion vas
Councilman Brown. moved, approval of o ,
ouncilman Birdwell which carried unanimously, 6-0
seconded; by ~
• 'tion of ersonnel, specifically
Councilman Birdwell stated concern .about the adds p
to addin a level of, supervision in the Finance Department.
g
~~ion of an ordinance ado~~ng
ands Item No. 11-.Discussion .and considers
~~~
~!~~ ~ than es in electric :rates.
t
~~ ilman Birdwell moved. approval of ordinance No. 1861. The rnotlort was
Count
Councilman McIlhane _ .
seconded by Y
'~ ' ted out two revisions for security light charges.
Mr. Schroeder. porn
II a of 6-0.
The motion passed by a vot
~;,
No. 12 -Discussion and consideration of an ordinance ado
er~da Item
i
chan~ges:in water rates.
~~~
' cIlhane moved: a royal of Ordinance No. 1862.
Councilman M y pp
Councilman Crouch seconded the motion.
'~~
• d~ to amend the ordinance by changing thee. sewerage
Councilman Birdwell move
' or consumers outside the city limits to 1.15 times the amoumts set
service rates f
forth in (a} and fib}
'~~
' -Brown seconded the. motion which carried unanimously, 6 0.
Councilman
' 18:62 as amended carried unanimously,
The motion to approve Ordinance No.
6-0.
. considera~on of a resolu~on gelatin to
ends Item No. 13 ....Discussion and
sanita~o~ rates. -
r
• royal of the resolution. The motion was
Councilman_ Birdwell .moved .app ,
Councilman McIlhane which carried, unanimously, 6-0.
seconded by Y
i
.. .
~~ / ~~~
!~
• rC
~~
C,
_~ G. ~®~ 9~0 110 TEXAS AVEl~C~E
~~~~.EGE STATfOi~, ~ EX,~S 7782-~96~
(~t~9) 7~~-.~~G~
July 25 ~ 1990
George Chmeiar
Mike Davis
R~: GREENSwURLD WATERLINE PLANS BRED-LIKES}
a ,
~ The following items need to be noted and/or changed on the
plans:
i
1. Note that tie blowoff assembl is to be salvaged for
~~~ Y
reuse if in good condition.
2. `All ductile iron pipe shall be class 52 not class 50 as
per Specification No. w, 104. All installa ion shall
conform to this same specfioats for ductile iron pipe.
3. ~t statiQr~ 14+80 slaw the 4" blowoff in plan view as well
as in profile.
4 . At statian 16+ZO ~ a 1 1/2" service line is called.. ire
accordance with Detail w~ 3J3. T~hch of these details do
you want (3-B}? Do you want jest the tap or the .line tao?
..Profile the fire hydrant line as wel (70°}. Due to the
length of this liner also p :.ace a val'~e at the front of the
~, hydrant.
i
G . Due to the length of the 1.8" l lne (~.`~ Q0 ~ } , place an
additional butterfly ~ralve before the proposed entrance to
}, the NCNB tract
7. Thy fire hydrant must be pl.ared in a dedicated easeme~.t.
Please let me know if I can help any further.
S' erely,
,, ~ .
{;
r
Veronica M , an
Assistant to the Ct En ineer
_Y ~
is vM,/dgw
~-, i _
~•- CITY OF COLLEGE S~ATIOI`I
ENGIf~lEERING DIVISION
Pnet nff~~P Rr,x 99(1 1101. Texas Avenue
INTEROFFICE MEMORANDUM
TO; Elrey B. ash,: Director of Development Services
~~~
FROM: David J. Pullen, City Engine
DATE: 08 august 1990
RE: GREEN'S WORLD FINAL PLAT -OVERSIZE PARTICIPATION -
WATER LINE
The above Final plat will be discussed at the Pre-submission
Conference August 8. This p at will require the extension
of an 18" waterline along.SH ~: The preliminary estimate
for the line is ~ 6G, 000.00. The developer is requesting
City participation of more than 30 0 ~ about 5 6 0) .
Our Subdivision Ordinance regarding the responsibility to
pay the cost of water supply is attached.
Items 9 - C.1 through 9 - C.3 have been met.
We have determined that a 10" line is required to serve this
property with fire protection . The l8" water line is
required to serve the area beyond this plat.
Since some negotiation may be required as to what an
"appropriate" :participation might be, I suggest the over ize
consideration be `placed before 'the appropriate council
committee for initial discussion. This isthe precedent set
with Emerald Forest `s expansion. If you believe this to be
the appropriate course, the scheduling o~ a meeting would. be
appropriate. If not:, I-will recommend tn.e percentage
difference between a 10" and ~.8" pipeline for council
action ,
We estimate that to be 56 ~ . ' Public bidding of this project
will be required if Council agree to more than 30~. I
believe development of the east side of SH 6 wild be
stimulated by the insta lotion of the water -line and that
water sales to this area over .the next 20 years .will repay
the investment' and main-taro `the line ~ The savings of
installing a smaller line now-and a larger line later will
be far exceeded by increase in construction costs in my
opinion .
Utility fact Statement .
Green's World Subdiv ion
_..
23. ~Q Ac~eS -~
Richard Carter Survey, A-8
City of College Station, Brazos County., Texas .
:,
Contained herein is the projected impact ors ex~stng_utilties of this
proposed 23.50 acre deve l o~xnent vut of a 34.13 acre tract lying east of State
Highway 6-(East Bypass ~ approx imate l y mi dway between FM 60 to the north and State
Highway 30 to the sou h . The deve anent w i l have..: 2?5 feet of frontage an the
State Highway ~ east service road.
i . ~fater~ Service
The nearest existing city water main i s -an 18" D . I , P . line along the.
.east margin ~ of the State #~ i gh~ay ~ r i ght-of~-way, This line extends
northward from State Highway 3Q through the Furrows development for
approximately 1?00 feet, at which point it turns 9Q degrees and passes
westward under State Highway ~ , i ty hydrant f 1 ow records dated 1938 show
90 psi shat i ~ pressure and 24 ps i f i ow pr~es~ure at 220 gpm wi th a res i due l
pressure of 4~ psi for the ~ rt ~2 ,: nozz ~ e on hydrant ner x-21 ~ orated
. 13Q0' north cif Furrows
-Proposed deve l a~ner~t demand roc l ud i ng : .
~. Concession/Restroom FaGiiity
~. Cart :Shed
3, Exterior Hose Bibs
4 , Future B0 Patron D i r~ ~ ng Room W/K i tcf~en
w 1.11 not exceed 4~ g
i rr i get i on of 1 awns l andsca ~ ng and the 9 `hole go l f course she l 1
k~e prov ~ ded by rr~ans of a 3oQ gpm pr ~ vote 1 Y owned: well
According 1 y, fire protect i on f l ow~ ree~ i cements a l one d i state the .size
of the proposed main extension. This project wi l extend an 8" DiP line
northward frc~n 'the prey i ous ~ y descr i hed 9B bead for a d i fence of 1 S5Q to
the nort~st line of the 23.0 acre tract. A single 3~-way hydrant on an
S'' ~-ranch wi l 1 ~rov i de the required 15QQ ~ gpm. The max irm velocity: i n the
D)P main under fire flow-conditions will oe 9 fps.
!i. ~omestic.Sewer service
An ex i st i.ng ~ ~ " city sewer i n a 20' wide easement traverses the east
margins of proposed dots 2,3 and the Bo'access panhandle of got 1,, The
max imp of f l uen~ rate for th s project will not occur anti l c l et ion of
the future restaurant and i s pro jec~ed at ,5 ! o~Q gpd .: service `'t s w 11
he fi-, pvc 'yard' 1 ~ nes . No extent i on of c i ~y ma i nta ~ tied sewer ma i t~s w i 31
be required... A grease separator will be installed with the 1Future
restaurant construction.
...
. _.
t
i11. E1ectrica~ service
Service sha~1 ~+~ provided from wo meters lacate~ an an overhead
...power sine extension from he present 1.2.5-kv erv~ce terminus at Purrows.
The projected loads are: -
Area west of creek -
Restraam/C~r~ce~~ ion Bu ~ 1 d ~ rig 2a KVV
dart Shop 12 KiN
Area Lgh~in~ 12 KW ,
Spr i nk ~ er Pt~rp 1.5 KW
.Area East of creek
C~aurse Lighting - 40 KW
I rr i fat i en Pty 12 KW
`We i Pty - 1.5 KW
During typicai fac~ity aperat~on far the west area, the. cart chap
and sprinkler load wiii nc~t coincida with the area lighting thus yielding
a max~imc~n actual 1 ced demand of 33 l~If . ~. i kew i se, ~ n ~ the area east of creek -
the course i i get i ng l aad w i i i nat cc~ i nc i die with the i rr a gat ~s~ and we l l
pt, 1 Dads, y i e 1 d i ng a~ ire of 1 ess -than ~g KW.
IV. Traffic
current access to the site `i s via :the temporary twa way east service
~ frontage } read of -Mate ~ i ghway ~ . The State: Departtnt of Highways and
Pub i i ~ Transportat icon ~SDM & PT} p 1 ans to P ~ ace permanent one way traf f i c
~narthbaund}:an this facility b~+ 1g92. ~'he present road configuration
meets i eve i cf serv ~ ce ,c~' 1 gu de 1 ~ nes and i s rated at 2, 0(lQ veh i c i es,~hour .
Na traf f i'c counts for the frontage ..road are ova i ~ ab l e . Howe~rer , counts
taken in 1989 at its intersection. with FM ~g yield 2,13Q vehicles p+er day
~mQSt of this cent i nue eastward on I~I~ ~0 } .
A traffic impact analysis for site-or Tented traf f c us i ng est irr~at i ng
criteria f ram Trans~artat onar~d, ~a o [~eue 1 opjn~nt by 11. G. Stav~r y i e i ds
1. 1 l5 try i p ends per clay .per 9 hQ l e go f course
2, 5.~2 trip ends per '.day per parking space recreation areas}
Phase I development wild install 58 parking spaces (including ~
handicapped spaces}.
Phase 1I Khali provide an additional 22 parking spaces..
Acc~ording~y the pr~pased site specific traffic generated by this
deve ~ op~~ent w i ] l have a very mi note.. i~aact on the f rcntage read capacity .
_..
_-,-