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11/20/9512;07 m ~.~<` ~.- ~ ~ ,
Date: p ~,~ ~~~ t ~ ~ ~ ~~~ t,>~
Subject: Brandon ~Ieigl~ts I.~etentian Pond -Reply -Reply -Reply ~ ~ ~ ~ ~ ~~ ~
Thanks S ' Ie !FYI the: are riot ro osin to than e the detention and at all. Its 'list that a onion of the ",lot" that is the detention pon ~clu a b ~P
~ hn' y Y p p g g p J p
e d' cer t streets that the watlt to subdivide off and kee' . Let me know if ou need additional info. Also, if ouh c ~ hey ~,;
buildable area;on the corn r of a a x ~ &„ ~
J Y P Y Y, ,,
f existing-.plat for this area; I think that you will see what I mean. ~~ ,, .~
- ~~ ~~ 74~r~~
x ~ ;~
~~
>~> Shirley Volk 11/20/9511:59am >>~
I'~n going to field this one - sort of! I don't quite'understand what's going on but it solu~ds like they are trying to replat an already Platte °~s dv ,~ ~ ~ n ' er
to make some changes. ('~Thether those changes are location of lots or detentiari area is really irrelevant). There ere certain requireme , ' far pl ing; d a
drawing is one of those requirements. If they are trying to changes the: cot~guraton or size of the detention area, I would think they must turn' in enough
eilgi~~eering information to show that; what they .are proposing will function to meet the :requirements of the drainage ordinance. That would include
complete u~frastruchire plans fer drainage, dust as we require for::.waterlines or sewer lilies or streets which w11 be :dedicated to the .City. If you want me fo
make contact with this person td elarxfy what they are trying to do, or to get them the packet of information they need to find out what is expected of them,
let me knew at~d I`ll be happy to do it. Also, please include the name and phone number where I can reach them.
»> Pete Shively 11120I9511:4Sarn »~
I tlli>k that a re-plat requires a drawing rather than field notes, but this question is really one for the planning staff, which Pve cc'd on this. -Jane, :Shirley,
Veronica, I have been working with the Brandon Heights Homeowners for some time.:As you may or may not know, they want us to take the Detention
Fond from them. As part of that, they want to keep the land at the corner of'westchester and Honeysuckle, which on the current plat is part of the detention
potrd area.. Accordingly, they are planning to subdivid that area from the detentio~l pond. It 'sounds as if they are now looking at what the requirements are
- for tlaetn to accomplish that subdivision. would you please respond to Ms. Anthony at the police department? (I have no idea why she was the person to
field tlxis'queston).
,
»> Kathryn Anthony 1112~/9511;3f am »> ~.~~ ~~
-~ Mark Ba liss with T~randon I~ei fits Homeowners Assoc. calledand asked a field note d.escr tionfor the detentio . `~- °"~~° eas for ~ ~~~ ~~` s
y g _p
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UK? Ts that alright er do they need to provide artytl~rlg additional? Tl~at>ks I~atlryn _ ;,.. ~ ~, ~~,
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MICHAEL Ro McCLURE, P.E., R.PL.S1
,..
CC~NST]~UCTION COST ESTIMATE
BRE~~NDON HEIGHTS `PHASE TWO .AND WELSH AVENUE EXT~NS ON
BASED ON ACTUAL CONSTRUCTION BID BY YOUNG BROTHERS,-I NC.
-,IULY 19 , 19 91'
- I. I
ITEM DESCRIPTION UNIT QUANTITY UNIT
{ AMOUNT {
COST
STREET CONSTRUCTION {
' {
1. Prepare Right-of-Way { {
Sta. 10+34 to Sta. 31'+:92 plus... _
( {
Remainder of :Subdivision Ac. S.2 Omitted
{
2. Excavation (Roadway) C.Y. 10,897 {
1.50
{ $16,345.50 {
3. •
Detention Fac. Excavation
C.Y. 14 175
, 2.50
` 35 437.50
~ {
4. Channel Excavation C.Y; 2,058 3.00
( 6,174.00 I
5C Prepare R ght-of -Way
Sta. 4+00 to 10+35 Welsh Ave.
Ac.
2.02 {
14,000.00
{
14,280.00_{
6.
Hydromulch Seeding
S,Y. 50 000
, 0.20
{ 10,000.00
{
7. Flexible .Base (crushed
{ (
rt
stone)(6 )
S.Y. 23 137
~ 4.30
{ 99,489.10
8. Lime Stabilized Subgrade
{
f~ r
(6 depth}(4o lime)
S.Y. 7 891
2 1.90
{ 52 992.90
~ {
9. H.M.:A.C. TYpe ~ Ton 2,'576 31.00
{ 79,856.00 {
10 .
y Gutter
Va
Relnf . -Conc. lle
S. F. 2 169
, 3.00
{ 6,507.00
{
11. v
'nf. Conc. :Curb & Gutter
R1 L.F, 12,187 5.25
{ 63,981.75
{
12. _Reinf. Conc. Sidewalk S.F. 28,-140 1.45
{ .00
40,803 {
13.
Storm Sewer Junction Box
Ea. 1
_ 900.00
{ 900.00
{
14. Storm Sewer Junction Box ..with.
{ ~
~r
34 stub out
Ea, 1 800.00
`- 800.00
(
'~ 15. Std. Storm Sewer Inlet 5' Len. Ea. 11: 1,020000 11,220..00
X16.
Std, Storm Sewer Inlet 10' Len.Ea.
10
1,7.08.Q0_
{ 0
17,.080.0 {
17 . ,. ei
Relnf . Conc . Headwall 18 P~.pe
Ea . 1 40Q.00
{ 400.00
18. Reinf . Cane. Headwall 2~." Pipe Via. 1 500, 00
{ 500.00 {
19. Reinf. Conc. Headwall 27" Pipe Ea.
2
700.00`
{
1,400.00
2 0 . ~~
nf . Canc . Headwall. 3 4 P~.pe
Rea
Ea . 2 900.00
{ 1 800.00
.
21. .
` `Conc.'Headwal~. 5' X 2'
Relnf. Ea. 1 1,000.00
{ 1,000.00
22 utlet Control Structure
o Ea. 1 2,100.00:
{ 2,100.00
{
.
23. Riprap Channel Lining S.Y. _9,706 3.28 ~s
31,835...
24. Relnf. Conc. Dralnage
{
{
Pipe (C1. III)~18") L.F. 1,324 14:50
~ 8.00
19,19
25. Relnf. Conc. Dralnage: _
{ (
Pipe (C1. III)~21f~)
L.F.
176
16.00_
{ 6.40
2,81 {
26. Reinf . Canc. Drain`a~ge ~
( {
~ fr
Pipe (Cl._III}(24 )
L.F. _852 20.50:
{ 17,..466.00
27. Reinf. Canc. Drainage
(
{
~~
`P~pe (C1. I11)(27 ) L,F, 73g -
21.00 15,51.9.00
28. Reinf . Canc. _Dralnage { {
Pie (Cl. III}E30")
p L.F. 747 27.00
i 24,169.00
~
29. 5` X 2' Box Culvert L.F. 380 77.00
I 29,2b0.00-
~
~ 30, 15~' Relnf. Canc. Pzpe(Cl.III) L.F~ _
42 11.75 o
493.5
i
31.
Rack Rubble Rip Rap -
51 Y,
-~ 110
25.0
C
2 , 750.00
i 32.
i
Hydrated ~,ime,:Type A
Ton
70 _
70.00 00
4,900.
~,
i
,~
i
QTAL STREET CONSTRUCTION
.
~
~ {
3
$607,473.9 ~
BRANDON HEIGHTS CONSTRUCTION COST ESTL'~E CON'T
JTJLY 19 , 1991
- ~
~ "~"-.--~•---------~.~~r----rte-~-
I I
---~.
ITEM - -- ~. -----~..~ ---~ -_ .---
DESCRIPTION ~.~ ~...--
UNIT ---~-~---
QUANTITY I .~~.~.~~-.~ .
UNIT .~--......~. -..r..........
AMOUNT I
NO-=-
--------------------- - -
_
_
_
_-
-
-- ---
_
__
_
--------__- COST
~__-------
____-
-~___--=.=rt-_~
_
_ _ _
SEWER _
_
_
_
______________ _ _
LINE CONSTRUCTION _
_ _ 1 ~
1.
8" PVC Sewer.Llne(SDR 21) 6-8'
L.F.
348
11.00 I
$3,828.00
I
2. rr ~ - ~
8 PVC Sewer Llne(SDR 21)8 10 L.F. 376 ~
14.00. 0
5,24.0
I
3. n ~ _ ~
6 PVC Sewer Llne(SDR 21)6-8 L.F. 2,.6..9.2... ~
10.00 0
.2.6,920.0
~
4. 6" PVC Sewer:Line(SDR 21)8-10' L.F. 521 12.00
2,Op
6,.25
I
5. rr .. ~
6 PVC SewerLne(SDR 2..1):1.0 12 L.F. 96 (
15.00. 0 O Q
1,44
6. ~r
4 PVC Sewer Services (SDR 21)
45 Typlcal,_ incl. Tee,...Bend
'
Plug and Plpe
Ea.
17 '
495.00
~ 415.00
8, I
7. it ~ ~
6 Ductile Iron:Flpe C1. 50 .F.
L 100 15.20
f 1 520.00.
, ~
8 8" Ductile Iron...Ppe C1. 50 L.F. 20 19.25
, 385.00
9. ~
Manhole <8 Deep
Ea.
_ 10
1,073.00 00
10,730,..
10 Manhole 8-10° Deep Ea. 6 1,248.00 7,488.00
11. Tie__ nto Existing Manhole Ea. 1 500.00
~
00
500.
~
TOTAL SEWER LINE CONSTRUCTION ~ ~
$72,74.2.00
.WATER LINE CONSTRUCTION
1. ,:
16n Ductile Iron Pzpe Cl. 52
L.F.
-85 ~
65.00
~ I
5,525.00
,
2. - rr
16 X 45 MJ Bend Ea. 2 750.00
~ 00.00
1,5 I
3. rr rr
16 X 12 MJ Cross
Ea 1 1 000.00
, 1 000.00..
, C
4. 12'' X grr, MJ Reducer Ea. 1 ~
200.00
t 200.00
~
5_. 12" PVC Pipe C-900 C1. 200 L.F. 1,G74 16.80
~ 20
28,123.
6. ~r ~ ~
8 PVC Pipe C-.900 C1. 200
L.F.
3,179
11.00 . oo
34,969 f
7. rr
8 Gate Valve & Valve Box
Ea. 6 ~ 418.00
I 2 5.08...00
, I
8. Sir X 45° MJ Bend Ea. 2 130.00
+ 260.00
9. n ~
P1pe C 9,00 C1. 2.0.0
6 PVC:
L.F.
1,.028..
... 9.00.
~ .00
9, 25.2.
10. _
n
6 Gate Valve & Va ve Box
Ea. 4 , 315.00
I 1 260.00
, I
11 ~" X 45° MJ Bend Ea. 4 110.00
~ 440.00
I
12. rr ~ r
1 1/2 Water Service 45 Typ. Ea. 12 619..00 8.00
?,42 `
13. Fire Hydrant Assembly incl.
Tee~Talve,Connectng Pipe Ea. 7 1,398.00 9,786.00
14..
. rr
.
.12 Gate Valve & Box
Ea.
5 ~
742.00
~ 10.00
3,7
.
15. .
-r ri rr
12 X12 X6 MJ Tee Ea . 3 :250.00 750.00
16. 12" X12"X8" MJ Tee- Ea. 2 260.00 520.00
17. 12"X12"X12" MJ Tee Ea. 1 300.00
~ 300.00
18. ri
12 MJ Plug
Ea.
3
150.00
~ . 0 0
450 I
1.9. n rr rr _
..8 X8 X8 Tee Ea. - 1 200.00
F 200.00
20.
1(1/2" Water Serv. 25' Len.
Ea.
1
1 500.00 0
500.0
21. rr ~ ,
1 1/2 Water Serv-. 70 80 Lena,
Ea.
3 f
!! .844.00
2,532.00
22-. rr ,
12 X 45 MJ Bend
EA.
2
_ 250.00
~
500.00..
23. rr ~
12 X 90 MJ Bend
Ea.
1
260.00 00
260.
TOTAL WATER-LINE CONSTRUCTION
., ~
~ I
$111,973.20 ~
K ~ ~:~ ,~
„„,. ~~
I
~MEM~RAN~U,M
~pri~ 24, ~~~
TC~: Mike M~~1ure, ~~1~re E~~n~erin~
~~ 17 ~ ~ Brodmc~~r Ste ~ 1 ~ ~ ~r~an , T ~ 7 ~ ~ 2
~~n ~~~i~er~, M~r~d Realty
~tl~ ~1ue~e~ f ~usti~, T 787 ~
FRAMs P~c~j~~t Review ~emmitt~ef
~b~e ~eriel, Planning ~~~istar~t
'~ V~rc~ni~~ ~r~n, A.~~i~t~.nt t~ the pity Engineer
N'~n~ ~~tl~~, P Z ~h~rper~n
~ther~ Attending+
Shirley ~'~~. Dev~lbpm~nt ~~~~rdinator
'~, fey P~r~~, H~il~.ing ~~fici~l
Dean ~h~°p r ~~,ter/~~°~~ ~'ater Mint ~~per~ri~er
~~I~'l~.nth~. ~m~.th., ~tir/r.(.~~t~ ~~t~V'r. ~~~r i ;¢1.7~t 8
~ ~ • ~
ubl.~~ er~~.ce~
irk meth ~.~st ~lr~tc~r of P
M
k
a~t~:lie Th~m~s, lar~~ir~g Te~hnici~n
Tiny Mich~l~~, Ele~ri~al ~p~r~ti~ns ~Ceer~in~ter
R~~ H~ver~s, E~.e~t~i~~l ~uperi~ten~ent
ear Reter, Ler~~ ter ~~ R~pre~ent~.tive
~U~JECT. FII~~.L PLAT -- Br~nd~n Heights Phase Two 4 ~ 1-2 ~ ~ ~ - tv
~l~~~e the e~t~nsi~r~ o~ Welsh end reidenti~l
. ~ev~~c~pme~t tin bath ~~.~~ of ~e1sh ~ 4~ . ~5 acres ~
~: ~~es~bmiss~n ~cn~erence m~et~ ~~~ he1c~ ~.pri1 24, ~9~~ tc
~iserass tie ~.b~ve mentcn~~ Fine Plat. ~'he ~cllcwing comments
sere m~.~ by the ~r~rc~us re~iewin a~~nts
L ~
;; A~.~.ti~r~~l easements m~~ be necess~~y gn the north side ~~
~' Let 4 ling W~ll~w Lcgp end between Lets Z6 ~n~ 27.
~~
~cc~~in~te ~itinal reg~ir~m~nts thr~~gh the Eleetric~l
D~ep~~tmen, Tb~~ M~~~.1~~~ ~4~3 7~4-343.
L •
;~
~3 .~,. t~~ wi1-l verify that ~1l P~r~lan~ ~.e~ic~ti~n has been
c~n~p ~ eta
,,
,,
r~
I~!~~T
~t~~~'~l~c~~~ ~~rV$~ Wl~~l Long ~$,~~' Ca~S +~j~~`~"~~1~r~~1.t1~, ~~1~1
F~gi~er a~ ~7~~-~74~.
~~~[E
{
lt~~~ V ~ LJ~J.l9~ ilL.~~G"i ~1 ~~ ~11~ ~~~~ s
~y ~ ~ p ~y ~v «~ ~+ ~g~y ~+y y~ ~+~g } ~q }~ ~yy y~ yr+ p y~ } 9 y ~ pry
~it~W ~~ t ~V~t3~ ~fA~#~3ii~~iA~ ~~L ~~ii 4.i3~ ~~lti3tt~l~l ~:J. G~ ~~ti 4.L~Lt~1~~
1
:t
~ ~ X11 2.~ t ~ : ~~ m ~~
Mee~tl~lC~ ~~h~~.ul~+d ~~r Th~~sd~~, ~ ~
e~.sh.
d.~~~~~s ~e~~~d ~~r~er~i~~_ ~l~r~
~~BMIT ENE FILE PITIVE AND 1~ C~~ES ~F SHE RE'~I~~~ FINAL PLAT
HY .APRIL Z ~ , 19 9 .AT N~~N T~ HE I'N~~UDED ~N- `THE. PL~NNIN~ .ANDS
~~NIN~ ~C~M~MIS~I~N PA~~ET FAR THE MEETI~ ~F MAY 2~ ~~91. IF
~t~N~TR[~'TI~N I~~UMET .ARE QT ~PPR~VED ,AT THIS TIDE, .THE
~LA~NIN AND ~~NIN CC~MMIS~I~N SATE ~~Y HE P~JTF~NEI~ UNTIL .ALL
~R~HLE~ A.RE RE~~L~'ED
;~
-7anuary ~2, 1992
Dane
~ETTEFc OF COMPLETION
~
,_
~~CITX ENGINEER
CITY OF COLLEGE STATION
1
i
;COLLEGE STATxQN, TEXAS, .
Re : Comp eton of Water & `Sewer Pro ' e1 ct
~
i Brandon He hts Phase Two.
~ Dear S i.r
r: is to re nest that the following ,listed improve
~~ The purpose of 'our let e 9
tructed and completed according
'
cons
ted as bein
ments to be -approved and accep... 9 Thin approval and
f the City of`College Station, Texas.
'the re uirements o
,to q
the City
e b
's re nested in order that we may finalize any sub-cont
~ ~
tance
y
,acceptanc
- This approval and accep
Tractors and to affirm their warranty on the work. letter of
void the
hereb
d
...:.
y
oe
~ e Ct of the improvement listed below
,by th y
the above referenced protect.
ee for the listed improvements on
,guarant
is hereb offrmed and agreed to by MYrad
one year warranty Y
The
.
,:, and by their sub-contractors as indicat
~ Rea]. Estate Inc.
.
,b
atures below.
n
1
s
y g
~
,
WORK COMPLETED. .
Date:
r & Sewer Pro' ect
Wate J ~--1- `j2 Janua~ 2, 1992
Brandon Heights Phase Two
., .
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~,
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Owner Myrad Real .Es:tate, Inc.
'~.
- {
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By. ~ S
I
I T~ e
L RJV11L ' 8 CE~ , .rICE CONTRACTQR
i
~1~~p.~ L
(,
..-'.
'~ Young Brothers, Inc,
City Engin ~ ,
P.O. Box 674>
_
~
i _ Br an, Tx 77806
Y
~ ` . v~GC- ~ft
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a Brazos Ua l 1 ey Ut i l r t i es ~ : ' ;~~:../,~ .
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