HomeMy WebLinkAboutDrawingX... d!!.. t ~~6z ~ ~ i. , , ~ ..y'~ wry -M- s.: y%. ,xx Derr m~•., `1 ,r Fx, r M,.
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• ~ '3 ~ "t "~t~'~ Growl tied Oeotextge 1 Accord~Q to the Flood Inwrance Rote Mape for aa~ ; ; ~
or E d &otoe Count , Texoe aad M orated kept Mop Nw. ~°~.'e' j'? ~ aPPr~ 4u) y ~p a3 ,
When i~~+9~ utwo a rnory "SNt ••~~Y" Fences Tn. t2" Height, laid end to end 4t1041C0182C and 48041C014~C, dfectfw July 2, 1992, : ;z,. yt a' thH property le not located In o tOQ-year Rood ,4~~ t~°' , ~ r:.
IN the two end pate , teepsler wtth exktlnq Slt seas, "Set Stop' a approved 4 Canaete Rums near ~ eorutruction to be in ~cordance with tMee alone : x.: Q r
n11on arQ egad M4r. 24 Owrah ,
~ Wooden a Yetd Poet, Qs { hen, 3' Lenytll p 1/2' eepoeed) " Thlck Concreb w 0.2~ ~e Y~
max 10' epockp e' ~ 8" Trench " / m o i2 o.c.E.w. u
Campoci trends tbodrflfl to tl~ ~y
Ground L'u~e prevent wahout" v~^
Ground line " • ~ E.btlnp Sot
t , ' • 6wy to of SNt Fence
• ~ e" below proposed grade e fxPAN>e011 JONT9
' ~ CONTIIACTION Jdgl e ~ ~ NO lEAUNT Rt:Glxl
' SILT SCE DETAILS 1! ~a r
~t to mod. i
I
~ / s
~ cam) w
i' w ' ~ ~ 2• ► ,
fym arose or 3/32" Ahrmewm 5 by i ~ r. M-
Y Wkh 9eked Enanel AteeclM tee ~ ~ Fhllh and aa.en,-Panted c Handicapped ~
1 unop.e ro► ourabelly. Cdon ! , G~ Pakirlq 2'
'w ~ eta Sigf1 Connect to Exbt. ~ Aare: ~ corder oreen Q` Conc. Flume. ~
„ _ Wane Edge Eltv.■ 283,8
l synbol en ea. ~ ~ \ i \ Seal
s• ~ \ i n i i
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4• ~ ~ i ° I ~ s i`
~ : ~ seotien cadro+ ~ , _ _ l _
4.4e7.e0 ~M , ~ / ' e~ i
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i . ~ / ~ ~ ~ ~ ~~r-
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i ~ et Surface Fkthh Shah Comply wlfh TAS Requkementx ~ ~ ~ ~ e~ v ~ _
L t broom flnieh with Dues (1/6` Deep, 1/4" to , ~ ~ ~ ~ ~
• 3/4" Wide, spaced 3/4" to 2" spars.) Dak shading _ - ' . - ~ 4' ~ ~ ~
Indiootq pmlts of adored oortCnte per Iflcatlon , ~ ~ ~ Odvonhed ~ ~ No, X06. Ran ehdl be "&Idt Red" In cda a oved a' I
steel Poed P aPPr e. 2 ux~~« Ft. by the project engineer. a~
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FInhA SWwdk Grade i ~ 270.60
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R7-6 PER M.U,T.C.D. ~ ~ e~ _ _ _ ' ` . { )
t
SIt~~.mSI~ ' ~
1. AN Mgrs ehciH be posted on 6'-6", 2-3/8" outside ~ ~
diamdtrr Steel P to that ~ palraniied ~e Signpos weigh two (1~ Powtde fMea loot. There signpatts shall ~ ~ f ~
be ploeed .a m of 2.S to 3.0 feet into the ground Y .1~~ ~
in a dtp at d~kkf one-loot diameter hale. The etglt- ~ ~ 2ee.e past ettell b11 vwrtkaliy plumb h tM cents of
P~ ~ _ _ . _ - the hdt and ertxlred with a minirrwm of two (2) socks r.,
of eodap+ettt. Tlu concrete mix tlrlcll be bond tamped
or neaadory. _ _ . _ . _ ~ 2 TM ef►ali W inttaNed so that the bottom of each Q
sign efteN be at least four (4) feet dove the ground. l ~
_
>x saes Sipe ~ 1~4"/Ft f~Md
1. troota el1aN !e r sAie far the "lo t" of Con Npon you , iai Y t
tIN pion fn the find and stripe at shown - h. on th4e ehetrt. Act merkinge N1aB be white. `
2. AA pains, beads and app~icotion tutee ttldl ~ '
contain to T>d'1at Iteril 686, ReAectaixed Pavement 27 . Unrlrinnw T,n~ N Un~lrinn Un1■rinle ' ~ .IiA I..
~ 4 s« ~ ata, t,
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WiOpD FLOAT fiNISM i ~ 4' 1 a
4" TNICK {MINI) REINfORCED 7~ ~ ~ 11►
sape~ t. 2 CONCRETE SIDEWALK (CLASS A C ETE) 1 ~ ~ 7aeo
• 1 x • wlze ~ t-- z-~-- er-- y~ ♦ Y ■ 4766.16 +
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U~ i Brp a prrb t. iR x to o.c.e.w. ~ t f~"
1 t. ,ao^ar • ✓ o~
2 SELECT sANO COYPACTEO SUBGRADE " ~ t atUr pr1~y ~1
e c"r° l Ems' Ael ~,~.1 .3p~. ~ Lf of . to ~7 ~
82• - a~
Expansion Joints 0 60' O.C., Contraction Joints 0 5' O.C. ~ W ~ t RNA *a9 " yi
00=000 QL'-WFtI Siltation Control ol d
S ow - Light Pdet QY*LVIII 1440
X . 15M24 / Y • 474&51 m - Sewer Manhole
s - Sheet Sign SHEET NO.
GR"ING PL rG46 ~T ■ - Water Ulster - Water Yore
+ - Elm Tree
Q - Post Oak
m - Water Oak Tree
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1
Cr 2 *aft
MOM
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SONIC , S
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ZONED C-~ ~ w
/
Connect to Exist. / w } uAnrw~ ~itY o~ co~~~c~ atatioN ~
Conc. Flum . Edge Elev.= 263. ~ ELECTRICAL
/ AN ORMER TR SF ~ ~ N~' REG~UI "'MEPITS
s~rr~rt~ ~ r~ gun ~ ~ ~
-I " 1/ ^t 2f I '
' ' 2 2" CONDUITS i O
W.,,t.~.
I.TII.ITI EA.,EMENT I
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PROPOSEC~ SEWER ~ I~l~~ s
~ ~ SERVICE - 4
'
v 0 ~ N ~ t ~ ` (I) 3 CONDUIT
,l p`~ ~ 650`. ~ ~
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DRAINAGE ~0 t r+s~
POND Q ~ Fk~ - -I 0 , t sri GC~uDYEAR zoNED _ 7, a,, v~ ~
2 .gr . t a , TIRE SERA ICE s
f _ S v ,o ZONED C-I . . ~ ~ \
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rnn+ nn \ • L(/1 ~G1L Propo9eQ 5tormwaker u y
1 1 ,~~,~t~ ~ Detention Facility vv
o ~ BLOCK 15
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wt i 0 2 ,,.~~ar i i PROPERT'r LINE:
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~ d ~ 855862 ~ p ' R ~ 300.00'
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i TP FIRE q.2 E) ~~NE , •t,~:: ~ 0 C110N ~NA1'1C C~ ,3 I ~ { (5~ ORO ~S~~p" -
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t E PLUG J N Rp
Cr' ~ C ~ a, ~ ~ , 3~5 P1ETA r
y.1P'~ WITH " ~ ~R~V EDGE
~ R1GN~
O~N'~ ~ App ~ ARtiy~c
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rZ COMPACT •
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T'(PtCAI REINFORCING: P~
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tt4 BAR CONT. T7P. REINFORCING ~ FtRE LANE: TOOL RAD. ALONG ALL EDG
j'I~_0~~ tt4 E3AR5 @ 18 v.~...E ~^J. ALL EDGES lij" DEEP ~ 6 tt3 BARS ~a 5' ~~.C. / 2" CLEAR WIDTH ~ ~ 5t`10+_ TN . 1~ !'J ~J l~
, ~ r-~ ~ REINF. AS PER CONC. ~ I8" C i. ~ ~
- PAVEt1EN7 DETAIL \ W/ STD
l I I V CC.VV
LOT: 2-R
I- III I I-I I I~ I ~ I= I_ TI~I f~- -LT1 I- i
BLOCK; 15 SHEET NUMBER
- I I- I I I~ I I I I I~ - _ _ _ iii I I,~I I~~ =1 I I I I- I i f- 1=1~ I I-1 I IJ T - - - _p_-_ , -III-III-I i I- 1111=1 ~ 1=1 ~ -L=1 I ICI ~ I-I 1I- _iii=iii III=III-ITI=1 ~_I I-I I SUBDIV15ION:
1 FE I la I 1=1 I I Z~l I I-I I I~ I I J 1 I III b" COMPACTED SUBC RADE
COMPACTED SUBGRADE COMPAQ CONCRETE CURB T**f F. REINFORCED CONT ~ F-ile AND C UTTER CONC. PA~/EMENt JOliNlt~~~~~ ,.,CopyO c, 02 SOUTNNOOD PLAZA REINF. AS PER CONC.
COMPACTED SUBGRADE PAVEMENT DETAIL PHASE ONE r
45 pl a 1
EXPANSION COLLEGE STATION TEXAS
JOINT BRAZ05 COUNTY
REFERENCE: REFERENCE: 01/5P-1.1 XALE: 1"-l'-O' ~ ~ REFERENCE: OI/SP-I.I SCALE: t'-I'-O' REFERENCE 01/5P-I,I SCALE I"•I'-D" _ i.. 2 a.. n.:... _ " w° SHEET 01 OF U7 PY05
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• DATES 8-2i-00
m ~ / / ~ DRAWN: m
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N D L SWEET NO.
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N z SITE PLAN P.r-3 Y
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