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Post Office Box 9960 1101 Texas Avenue
College Station, Texas 77842-9960
(409) 764-3500
January 4,1993
Mike Davis
c/o Greensworld, Inc.
1005 Hwy. 6 E. Bypass
College Station, TX 77840
Dear Mike:
This letter is to confirm our phone conversation last week. Your request to tie a private service line on
to the new 18" waterline may be granted provided the following:
1) The private service line may be connected to the 18" main, but will need to be run on private
property. It cannot be carried through on State right-of-way.
2) The private service line will be for domestic service ONLY. There will be no fire protection
provided off this line.
3) You will need to design the new system to meet all applicable plumbing codes. This may
mean disconnection from the existing well or at the very least, cross connection control. You
may coordinate this with the Building Department.
4) We will need a letter from you assuring the City that those facilities currently constructed
on-site are only those allowable through the development agreement and that you understand
that no expansion may take place without constructing the public waterline across the frontage
of your property.
5) As per the development agreement, the City needs a current copy of your insurance. This
should be provided to the City of College Station Risk Manager's office, attention Toni
Johnson.
Of course all applicable fees and permits must be paid and obtained. A tap will not be released until all
of the above items have been fulfilled. If you have any questions please do not hesitate to call.
cc: David Pullen, City Engineer I
Shirley Yolk, Development Coordinator t/
Toni Johnson, Risk Management
Development Agreement file
Home of Texas A&M University
'!:' J. nt
by ~ Yolk 1 ~ 93
:j;5f}
- ----------------------------------~--
Froln: V MIH'gan
To: D Ptd.len
Subject: greensworld (fwd)
----~----------------------------------
-- ==============1 15/93 1:53
mike davis is requesting the ability to
tap onto the end of the 18 waterline
t t varsity ford is constructing, i
do not think they want to "expand"
ieh would kick in the development
agreement, they merely want to get and
pay for City water. I do not see that
we can say NO. what do you think???
they Just want to run a service line
from the 18" to their internal system.
please advise
by: D Pullen======! 15/93 8:18pm=
t I): 'V Morl;an
E Asb, J Callaway
v~~~~~~~~~~~~~_~~~~~~~~~~~~~~~~~~~~~~~_
l1eve you are correct.. tbere are
lome questions to be consider a.
loes the da address wbetber or not
)ublic water will be provided to t
lite and if so bow? b. tbe details of
lOW they get to tbetrbldgs? If UH3Y
Ire not proposing to extend tbe public
.iDe tbey will Deed to be on private
>roperty with their service line. is
s because they are not a lic
ttility and as sucb are not entitled to
be use of the public ROW under TEXDOT
ules. c. any private water line
xtension w111 be for domestic service
lnl~v fire protect.ton. t'll'e
'lC'oteetion will require the extension
If' the lic waterU.n€l. d. they will
eed to meet the plumolng codes. I
uggest you direct Mike to the plumbinK
nspector for the details. First,
ver, remind Bldg De . t t
reensworld Is on a private water
ystem. I believe they will need 0
nstall a seperate system or disconnect
rom the private system completely.
other choice is to require them to
xtend tbru t ir frontage if tbey want
ubllc water, riod. 11m not inclined
o follow tbis patb. It could end tn
n e lanation to management about our
e i ng" rd on t :he bus 1 nes s peopl e" and
Dt serve us or tbe developer. uncil
as given direction with t
9velopment agreement tbat the land use
~ descrt In tbe da Is OK WiD
~eting the standard ra irements~
_'il. ~~- i:~ T' E.1lli5l ~~ ~ _'i>'"i. ..r~ \l'/i,/<;j.r<.. .,i .w~ ..._....... --"''-- =-- ~ ~ ~...:.: .J:..._
;). rJ1~
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,~ :'1')' "Hl) iJa 1 ,illi nol. !.IICL1.NH:;!(l
tog his issue back before conncll
na!?;ellHHlt .
y: V Morgan======12/16/93 ~:56a.=
0: D Pullen
""'~ ,,''C'' ,f',:: .of'.>' !i~" "ii'..,1 i....'. ~...". ~c,," ,,'v ",..,}'- Ii.,," i-.,' .'1".". ,,',,:." ,{~,,' "Y" ..".? ~"".' ./",i- ,,.:."" fi..r ",-,,' ~ .,0" ":',,,.-' -,""",c ,,"'..,;
swet your point of concern:
e does not address an bin~
them not receivin~ PUblic water.
nly s atemant IS re~aro ng their
Slon a then IS when they will
o e end tbe waterl ne.
en - they certainly will nave to
e a route for tbe service line
comes off the 18~ and directlY
their property.
on - t re Is no way to operate -
nt off the line they would
ruct
ven - 1 will dIrect miKe to ag
SCUll 0 Ions for dual systems or
etely disconnecting the well
m per plumbing c es
i will send a lette 0 iii 1
Ing the above points. Dease
e
y: D IIen======1 lti/9 10:10am=
0: V Mol" g:o.n
,~~~~~~~~~~~~~~~~~~~~~v~~~~~
s good to me. seems you Dave alJ
ses I am tblnkin~ of covere .
V Morgan======12/2d/93 l~:~
S Volir
you may want to read tbe above
the points that you need ~.(J
the plumbing inspector, l
pretty clearlv~ 1
if tbey can operate two
(]if; I"lot aC;(;(ird i n}7( tOG ~~~ z 1! ~ ,,<! 1
sure hat tbey at least would have
;:~t~re no c!tOS;;~ ('!onneetlon~ ~ ';;', ~ 1
advise as soon as mike davis has
11 t ln~UrdnOC f8QUlf III
1s lackin~~ we 00 not want to
~1
r .1 nl~ H:f~lnne~ ~ i~t ~~~"~
-~%rltl~ t~)nl ~l
feW f
va any ~u6~tlon~
._------~------~-_._~-------- ---- -
Requirements based on field survey and marked by monuments and markers:
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CHECKLIST FOR FINAL PLATS
~
Drawn on 24" x 36" sheet to scale of 100' per inch.
Name & address of subdivider, recorded owner, planner, engineer and surveyor.
Name & address of all lenders on the property.
Name & address of all easement holders.
Proposed name of subdivision (not spelled or pronounced similarly to any other subdivision
in Brazos County, Texas).
Date of preparation, scale in feet and north arrow.
construction documenfs on 24" x 36" sheets.
Paid tax certificates from City of College Station, Brazos County and the C.S.I.S.D.
Total area intended to be developed.
Subdivision boundary lines indicated by heavy lines.
Certificate of Ownership & Dedication;/
Certificate of Surveyorship and/or Engineer; ,..-/
Certificate of City Engineer; v
Approval of Commission; v
Approval of City Council;/
Certificate of the County Clerk. ./
(Owner(s)' signature(s) must be in place before taking plat to P&Z for consideration).
Number oflots.
a.
number oflots by Zoning District.
average acreage of each residential lot by Zoning District. '
b.
Approximate area of street right-of-way.
Proposed parkland dedication.
Requested oversize participation items, if any.
Location of the One Hundred Yr. Floodplain according to the most recent available date.
If more than 1 sheet".an index sheet showing entire subdivision at a scale of 500 feet per inch.
Parkland Dedication information.
Exact location, dimensions, name and legal description of all existing or recorded streets,
alleys, reservations, easements or other R.O.W. within the subdivision, intersecting or
contiguous with boundary or forming boundary with accurate dimensions, bearings or
deflection angles and radii, area, center angle, degree of curvature, tangent distance and
length of all curves.
,
21. KJ~e information for proposed streets, alleys, etc. as preliminary plats.
o 01.
q{J / t}23.
tAlA 24.
V
~. 25. Water line plat showing fire hydrants, valves, etc. with specifications and a detailed cost
estimate.
JJ:fk 26.
Lot corner markers and survey monuments (by symbol) and tied to basic survey date.
o
Street, alley, and sidewalk plans, profiles and sections, with specifications and detail cost
estimates.
Sanitary sewer plat with 2 foot contours, plan and profile lines, showing depth and grades,
with cost estimates.
Storm drainage system plat with 2 foot contours, street lines, inlets, storm sewer and
drainage channels, with profiles and sections, and showing drainage and runoff areas, and
runoff based on 5, 10, and 25 year rain intensity. Detail drainage structure design and
channel lining design if used, with specification and detail cost estimate.
Itjtt-
LV
27. Street lighting plan showing location oflights, design, and with specifications detail cost
est~' ate. ~
mdA-f: . ~
28. Su mit~1ent a dressing any differences between the final plat and approved Master
Preliminary Plat & Plan.
~29.
Indicate any variances requested and reasons for same.
"forms\plan\fnlplat\5-94
"
From:
To:
Date:
Subject:
Kent Laza
JKEE
1O/15/964:33pm
Driveway access for Nobel Douglas Property
In looking at the driveway ordinance and the aerial photo of the site being considered (north of Douglas Nissan). rm satisified they can get a driveway in
that meets all of our standards. There is about a 70 ft. area that is far enough away from the exit ramp and far enough away from University to meet our
distance requirements. I don't see it as a problem at all.
cc:
SVOLK
KUNG ENGINEERING AND SURVEYING
Consulting Engineers. land Surveyors
4103 Texas Avenue, Suite 212
Bryan, Texas 77802
Tel. (409) 846-6212
Fax (409) 846-0652
TO
DATE
II
~ ~ e;-"
P.O. Box 4234
Bryan, Texas 77805
95
PROJECT NO/,". t?, "
<..Jl /C.~>JS(,/.~
PROJECT NAME
ATTENTION
REFERENCE
WE TRANSMIT:
D Under Separate Cover
JtJ\ Enclosed
THE FOllOWING:
D Prints
D Copies
D Originals
DPlat
D Field Notes
D Plans
D Report
~stimate
D Cut Sheets
D Computer Printout
DFile
D Contract
D
VIA:
DMail
D Messenger
D Federal Express
D Express Mail
~pecial Courier
D Picked Up By Your Office
NO. DESCRIPTION
i Rid (/l :::;;iP'I"':> C~"J:5 "T B "5 'T,l.N1..q.:re:::.
Ale '{7:j 'mr'::> t:.":"-.:!:>'n/n1J--'TI.f;i, :Po~ 7"00',
iA/CL..V i':> ~ LJ L-~lZif/ Ff'7Zf;; -d=- i (A j) D /'17l),AJ
IFJF Z. TcT(=T~' r.tJi-4Ict-l "5 ~,1 Oll.l~ D 'ij ""
I. e,
f'l f) ,JU,s " Or.iJ;72 ~ f', As A ':5 c::":P~4 ~
f2e -0:>, le..,'S';:
Vt)W'j7:dYZ u;iJ'ffi.
FOR:
D Your Review & Approval
D Your Review & Comment
D Your Review & Distribution
DYour Review, Revision & Return
D Your Signature & Return
D Your File and/or Use
D As Requested By:
D Please Acknowledge Receipt of
Enclosures
o Please Return Enclosures To Us
D Copies Of This Letter Of Transmittal
Sent To:
If Enclosures Are Not As Noted,
Please Notify Us At Once.
Si9&z:;2e,d', , , ,8
~ ) a,--
~ e\..--'-.:?' ______0,
OVERSIZE
ITEM QTY.
NO.
UNIT
Engineer's Estimate
18" Water Line
Greensworld, Phase Two
College Station, Brazos County, Texas
Revised November, 1995
ITEM
0-1'
l
if
jf
/l/
UNIT
PRICE
TOTAL
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
684
1
11
1
1
1
1
1
1
1
1
LF
EA
SY
EA
EA
EA
EA
EA
EA
LS
LS
PROPOSED 8"
ITEM QTY.
NO.
UNIT
I,,"
18" M.J. CL 52,D.I.P. Water Line 4'-8' Buri
18" M.J. 22 1/2 degree Bend ./1
Open cut and Replace Asphaltic Conc;/'Pvmt.
Fire Hydrant wI Appurt. ,/J
18"Butterfly Valve with all necc. App(lrt.
18" x 8" M.J. Tee ..
1/'
8" M.J. Anchor Coupling, ,.
8" M.J. Gate Valve (plugged) ap1d Box
4" Blow off Valve ./
Trench Safety Systems "
Seeding disturbed areas j/
i TOTAL:
0% CONTINGENCY:
$
&\ ~..'~
Ji""
l a
j\ I
~l'
"
; ITEM
l
$59.00
$1,241.00
$35.00
$2,866.00
$8,100.00
$1,398.00
$217.00
$598.00
$320.00
$1,368.00
$1,000.00
UNIT
PRICE
$40,356.00
$1,241.00
$385.00
$2,866.00
$8,100.00
$1,398.00
$217.00
$598.00
$320.00
$1,368.00
$1,000.00
$57,849.00
$5,784.90
$63,633.90
TOTAL
1.
2.
3.
4.
5.
6.
7.
8.
9.
LF 8" M.J. C,( 52,D.I.P. Water Line 4'-8' Bury
EA 8" M.J)~2 1/2 degree Bend
SY Open.,cut and Replace Asphaltic Conc. Pvmt.
;
EA Fireliydrant wI Appurt.
EA 2" Air & Vacuum Valve wI Appurt.
EA ~I x 8" M.J. Tee
EA A" Blow off Valve
LS /i Trench Safety Systems
LS. Seeding disturbed areas
/
I
684
1
11
1
1
1
1
1
1
fir
TOTAL:
10% CONTINGENCY:
DIFFERENCE:
$25.00
$200.00
$35.00
$2,200.00
$1,750.00
$250.00
$1,500.00
$1,368.00
$1,000.00
$17,100.00
$200.00
$385.00
$2,200.00
$1,750.00
$250.00
$1,500.00
$1,368.00
$1,000.00
$25,753.00
$2,575.30
$28,328.30
$35,305.60
~~~
*'\~ \l::\iftY,(
7.,,~~
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Engineer's Estimate
18" Water Line
Greensworld, Phase Two
College Station, Brazos County, Texas
January 11, 1995
Oversize
~
18" MJ DIP Water Line
18" - 22%" Bend
Fire Hydrant w/Appurt. incl. 18" x 6" tee
2" .Air & Vacuum Valvle
1 8" X 8" tee
4" Blow off if existing cannot be salvaged
Trench safety
684 LF
1 ea.
1 ea.
1 ea.
1 ea.
1 ea.
690 LF
Unit Price
$40
$1250
$3000
$2000
$1500
$2500
$2
TOTAL:
10% CONTINGENCY:
8" MJ DIP Water Line
8" - 22%0 Bend
Fire Hydrant w/Appurt.
2" Air & Vacuum Valve
8" x 8" Tee
4" Blow off valve
Trench safety
684 LF
1 ea.
1 ea.
1 ea.
1 ea.
1 ea.
690 LF
$15
$200
$1750
$1750
$250
$2500
$2
TOTAL:
10% CONTINGENCY:
DIFFERENCE:
Total
$27,360
$ 1,250
$ 3,000
$ 2,000
$ 1,500
$ 2,500
$ 1.380
$38,990
$ 3.900
$42,890
$10,260
$ 200
$ 1,750
$ 1,750
$ 250
$ 2,500
$ 1.380
$18,090
$ 1.800
$19,890
$23,000
~--t
Kling Engineering & Surveying