HomeMy WebLinkAboutDrawing_,...„r. ~ ,...',n~.. - 5,.. ~ ,e a i tot. a ~ ; ~ ~C, 9.}~f; _ , . , . r , ~ ; ,p 1.; a:. ar, ` Vii! - t 8~'$?" r ~ "4""'~"" .
l
Wdmart
1
i ~ n.t.e.
/ Pf1o t S/te
~ ' d
Scde: 1" ~ 30'
Z
~ City of Co~Nepe Stotkn ~ i W ainoge ! UtNity R. 0. W. 4+ gnat, 5~~ o
Q 69 AcYee \ ' ~
. 1 / P 14ar 1 ~ 189 ~ ~ ~
i e~ \
es g~ v r 1 S~, 'a
A A~ -r
w ~ _
. H ~s.~s~e E ~s~es ~ Locotron Mo r P
\ ~r <
t^ ~ ~ N\ ~,c~ ~ 7
~ ~ ~ i • ~
~o any tq ~ _ ~
.~~,~o ?)J ~ ~9 a~
t* a'ii t~ ~ ~
~ o
's, ~
h I ~O. h s ~ s
~ ~ \
' \ a ~ ~ ~ ~ a d~ r
r I,ot ~ s ~
t~0114ed h h~ ~ ~ ,
v , An,t. ~s 1 d
~ ~ ~ ,
~ / i
i
I ~ o ~ /
~ /
~ ° \ ,rr
~ o , ~ ~ s 'n~rys" w
~ ~ i ~ 1~
n '
o~ / \
PA~ht of ~ ~ Paht o~
~ a p.,~,~
i ~ - ~ -a
e~ of Cixa S 7;f1~6~09" w - f~ZJ7" ~ o''
- --a----o----a- -a- -o----a----o--~--0----0' d+'~"'~'~" o
R ~ JbIR AD'
A row~.~k L + t71~?l~
T • 9~Gt11~' ~ ,
Bra,fhers Bou/etrord p►at • s 3d'16'1? w vaib~D/e uidte R.o. w. 17,74'
Yat 1016, Pg; 59f
I
as Recardad ~ ~ ' me 1?1? P e X8,3 o,~ og
I
CERI1FlCAlE OF OWNERSHIP AND DEDICATION
STATE OF TEXAS COUNTY OF BRAZOS p
CERTIFICATE OF q1Y ENGINEER
. owner and developer of the land shown on this plot, and designated herein as the Lats 2R-1 t 2R-2. Stock 15 Southwood I, Bob Mosley, Clty Engineer of the City of Cdlege Station, Texas,
Plaza. Phase One Subdivtsion to the City of Cdlege Station, Texoa, and whose hereby certily that this Subdivision Plot conforms to the requirements
Home is subscr~ed hereto, hereby dedicate to the use of the public forever, of the Subdivision Regulations of the City of College Station.
di streets, dleya, parks, easements, and public places thereon shown for the purpose and con~d~ration therein sxpresad.
y ng new Being dl that
City of Cdlege Station BURNETT LEAG
Owner of LOT 2R, BU Vdume 1212, I
being more pa
BEGINNING: of
BLOCK 15 and
STATE OF TEXAS APPROVAL OF PLANNING AND ZONING COMMISSION Page 591 (O.R
CWNTY OF BRAZOS Boulevard (wid
I, .Chairman of the Planning and Zoning THENCE; N 02' Before me, the undersigned authority, on this day persondly appeared Commission of the City of College Station, hereby certify that the inch iron set 1
. known to me to be the attached plat was duly approved by the Commission on the
person whose Home is subscribed to the foregoing instrument, and acknowledged day of
to me that ha executed the acme for the purpose and consideration therein stated. THENCE: N 74 2R and a 0.89
iron rod for c~ Given under my hoed and seal on this day of
. 19_, a rmon THENCE: N 41'
a found 3/4-i
rod dso being
Notary Public, Brazos County, Texas PUZA, PHASE
THENCE: S 48' I
CERTIFICATE OF SURVEYOR distance of 2d in the said no i .rur
STATE OF TEXAS ~ / 1
COUNTY OF BRAZOS THENCE: S 41' A . ,
CERTiFICA.TE OF THE COUNTY CLERK found 5/8-in I, Count Clerk, in and for said Count , do hereb certif I, Michael R. McClure, Registered Professional Land Surveyor No, 2859, THENCE: 176.
X y y y y in the State of Texas. herebv certifv that this olat is true and correct J
that this plot together with its certificates of authentication was filed for record and was prepared from an actual survey of the property and that property radius of 300. radius of 300.00 feet, a tangent of 90.76 feet and a long chord bearing S 58. 18' 12 W -TT at a distance of 173.14 feet to o found 5/8-inch iron rod for the Point of Tangency, CRA WFORD BURNLE LEAGUE, A-7
in my office the day of . 19 markers and monuments were placed under my supervision on the ground. at a distance in the Official Records of Brazos County, Texas in Volume . Page
THENCE: S 75' THENCE: S 750 06' 09" W for a distance of 182.57 feet to a to the POINT OF BEGINNING COLLEGE STA TION, BRA ZOS COUNTY, TEXAS
Witness my hand and official Seal, at my office In Bryan, Texas. and containing and containing 1.222 acres - of land, more or teas.
Michael R. McClure, R.P.LS, No, 2859 i DECEMBER, 2000
SCAM • m a 0 . a Co
County Clerk 0%0 Owner* Ming I Survey
i Brazos County, Texas Richard S. Smith McClure Engineering, Inc. 307 Arguello Drive 1008 Woodcre* Dr., Suite 103
Cob Station, TX 77840 coil a Station, Texas 77848
(979696-1787 (9791 893-3834
11111111111110 00N-rp.dnq 411111111111111111
_ ; ~ ~ , . ti _
tea.
4' ~ ~ 1}• ems. (ttP) Clf~l~T^~i-~~,.~
A~ eigr~ shag be poeUd e'-6', x•3/8' outside a.; O.S' Ueud EXrn. r dia~etdr cawnlra steel Pipe 9ignpoeb lhot weigh
4' Thick Concrete w aZ' w/t Dehatbn Pond ~ ""/1 two (Z) paunde INNar loot. '11gNe a shill " /
j13 01Z O.C.E.W. ~ ai saw-vri►ae be pbad a rain of 2.S to 3A feet to d►e red • M I>tvreetx M o dug a drilled one-foot dtometer hole. The -
1 Toedown 3 M0~' pat IhaH be pbced verticaAy plt~rtb Mt the enter of
1• odors tM bile and secured with a minknum of two (2) eadce ,j
~ ~ eerou - of dOduxlte. TM concrete mix;ttlhoN be hand tamped 2' ~ b eodyr«na - es~ a n wMlo e~ned on elv, eaMOr>;
e. 9edyrevM 2. the elgne shill be instilled e0 thgt tM bottom of each
sign Mon M at least four (4) fNt above the ground.
fxPANS10N JOINTS ~ e0' O.C. cQN>RACna+ Jon+ts • 30' o.e. - - - -
NO SEALANT REQUIRED M FLUME
4• 1. Contractor shall be resflonsible fa the "layout" of the striping plop in the field and stripe as shown
on this sheet. Alf markings shall be white,
2. All paint, glass bends and application rotes shall conform to TxDot Item 666, Reflectorized Pavement
Markings, Type II Mocking Materide.
2S' Rod. (Ueud
(See Pfan Sheeb
: 6' i''
' Max. 1 4" it. Cr s SI
2 / / os a~
e cal~rra , / SkMwa6C 4' s von , ~ ~ i
(See Slte Plan) 3 Ft. Surfoa Fhieh shun comply with TAS
Requkementr. Ught Broom Finbh w/ c~ :rr • " ~ /
Z' ~ grooves (i/8 Deep, 1/4 to 3/4 Wide, ~ ' epoad 3/4 to 2 apat), Shading k~ata ~ ~ i
Hn1He at adored canaete per epectlicotton ~ wewak a~oa. .
Iwrl~ Na 400. Rapp eh~ be "&icic Red" in rile Connect to Exbt. i
v~~', a approwd by the project engineer. \ Conc. Fkune. ~4,
Ed a Elsv.• 283.8 \ 9 \ c ~ i
4,: ~ ~ ~ \ scQte: ~ w-~ \ \ \
~f, R. a lronorarmr \
~ ~
A ~
(R7-8 PER M.U.T.C.D.) ,o ` a \ ~e i \ 1
+,l ~ SNtotion Contrd
L-7,10 ~ 6 Sidewdk / ~ " ° rk \
: Back of Curb ~ ~ \
~ ~ h ~ \
SURFACE PER ADA ~
6.5 (TYP) REQUIREMENTS ' ~ / ~ ~ ~ ; ,
, ; ~ Ex G ~ q~ ~ Pa
~ ~ ~
/ ~ ,
/ / 3 ll~ Y~
- ~w i ~V'
i de e 5~ I ~ ~
' t ~ + ~ e ' G< 1 ~ q f7 i 370.50 ~ Handicapped
~ Parkhg
ino9e 1 ?ea ~ i L
Q~ p„ak o'0 ar ~y t Nlty Riff ~ .
_ , a~° of r - I ~
~ - ~~t ' _
~Vv 1 1' ~ V L'~1
- r 3ee.90 ~ ZS
! ! t! ; ~ f ~ i
7
• ~R
~ ~ _
M ~ IS51.e1 ~ ~ r r . 4e0e.3~ ~ 7 r t- _ ~ ~
2N.9 a t
` Surface Finleh Shill Cam trlth TAS R kementr. 3n _ _ _ aY " Litt broom flnid► with groves (1/8 Oeep, t/4 to 0 l i
_ 3/4" Wide, spaced 3/4" to 2" apart.) Dark eho~nq \ m
Indicator WniU of cdaed concrete er ftcation ~ 4► p ~ I m 0
No. 406. Ramp shall be Brlok Red in rile oa approved b the en
>a aoM suw
~ 1P)
i 27J.10 ,'~c. 7Q~ ~ Q1 v
.,r~. ~ WOOD FLOA1 FINISH
{Sa Pian Sheets i ~ ~ Fa width and location) 4' THICK t~flN REINFORCED I ~ 27o.eo i
{ ) CURB Ic GUTTER 1 4" t. 2" CONCRETE SIDEWALK 37o.e0 ` / ~ ~ e
Sw Ramp Dnd r, Bartow CppN i m ~ ~ s
! i ~ " ,
~3 X 2 O.C.B. .
eea~.e
v Compacted Subgrode MotKid Compacted to , , ~ 0 41 ~ t, ~4 x"18" Bar a Densit at leaf 95x of Max, Dr Deneit ~ p~
Y Y Y ~ R~.'~; 0 12 O.C. oe determined by Procter Compxtion Test I } s
~ 373.10 1;:: .~~p,Jr ~N 4 of th 1 ~ p_, , ASTM D690 and shill be 0- X wet e i ~ .
Optimum Mofetun Content. x ~ , n, ~ ~ Q Q ~ ~ ~ 37J.40 0 ~ Y Y
w N
73. It I + ~fi, il.~ I A 1 R"t~ ~ i p _
I yy . w 1 r " wc:,r+'+ ~rr~}r r~~N~.; . k #11'J`..,i db ~ ip1 t a,,,~al'js .
F 4 DEWALKS NOT ABUTTING CURBS i ~ ~ ` , ~ ~ " ~ ~'~y USE SAt~ STRUCTURAL SECTION OR SI ~ a i1 r ~
~r. ` ,r~'' + ~ ~r EXPANSION JOINTS 0 64' SPACIN CONTRAC110N JOINTS 0 5' SPACING , ~ ~c r K ~ ' ~ "T" • ~ ' ° ~ _ ~
• 3 ` r ~ , ~ ci ~ ~ ~ '1~ " r ~ ~ ,w ~ - -~i ` } ~ ~ w~ ~ C ~ a ,..-wq} ; ~ ~`~,w. t~ ~ ~ i w a ~ ~ ,v , ti . n , . t ` ~ . i
SIDEWALK ~ ' , ~ ~ ~ ~ ~ a"~""~ a~~ a ~"9 ~a,' 12 . Permit>I~le Construction Joint n , a ~ s. ,a a REII~ORCEMENT y~H
3 r 4YT h rs `~'.r 1~ 1~... h. N ":y ~ 1. i r--= _ _ ~c i
~ 'Frig '1 T ~ ~4 4~,
i.
r T ~ Y •
• _ ~ } ~ X .1711.04 ~ ~q;' a~ ~ 2 CLEAR COVER 3 1/3' Y ~ 47e3.01
(Sw Noh) g. r i
STD. CURB t GUTTER i ~ ~ ~ it SM wa Plas ~
~ ~ SbowaMc ~ a
7 ~ (ttp~ ~ ~ 4" ~4 x t8' Bar 0 12" O.C. `s ~ ~ MiN. ~ b ~ ~ , °
k
r . 4710.10 , ~ ♦ ~ .i V~ i
• ~ e( ~ ; . a ~ ; ~ h~ ti i .;k' `r t
~ sM ~ . -s ~ e~ ~ . ~ P r t~~, r ? :a Y. ~ ~ y... t 1/r'
~s a u ~ a ~ j L~ y E d t
SEE PLAN SitEETS FOR S~EWALK wlOTH AND LOCATIONS ~.ro " ~ ~ ~ 1 5
1 ~ ~ , , ova ~ L I
1 _ L
- ♦ ~ . o i aa. 5 t
' WOOD FLOAT FINISH ~ ' ~ 4' x . t~bp,22- ~ ~
4" THICK (MIN) REINFORCED ~ _ a
Sop* 1/4'/Ft. 2" CONCRETE SIDEWALK (CLASS "A" CONCRETE) A llT FEB 12 2001 - WO;r Meter '"t`I
~a GRA DING PL A N AN 1' DEPTH M - Water Valve
SECTION A _ A 1:1 SLOPE COLLEGE STA (I - Elm Tree
' O.C.B.W. X 1e N OOak CROSS SECTION OF BERM ENGINEERING _ Post ak Tree (N.T.S.)
2' SELECT SAND COttIPACTED SUBGRADE
rdONMTE SUM" dfR= SECTION
. W w 044 Controoom J*ft w ac. Of 2 9lfTS
..i.w,~ .-x ,a a.:~tr if+ is ~ ~ ~ * - ~-p ,G .fir -_r~. gyp. ~ ,y.; c; , ~r~ o•