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- - - - 4 - ~ 302,19 ~c~ - a_ • ~ 301.38 ,_,_R. 28.'--- ~ 7' ASPHALT
- _ _ _ , r, 300'30 _ _ ' P EXI$T1NG ~ ~ SHOULDER
- --J _ _ _ - - s• .K x~ ' EX. EX. T~ lM1E STRIPING ~ ~ - 1.85 ..30'1:15 EOP '
P 7' FROM . - 301, ~ EXISTING 24' WtNTE ~ ~ 1 .0
- _ _ - , _ _ - - - - ' _ - 05 - - . - STOP - STRIPED ~
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Construct New Pavement Existin Pavement
Width Varies to emoln sin
Loves and Shoulder) " r h
L(mestone Base pr 3 HMAC ovlde Neat Saw-cut
at Connection
i • a~. M : ~ ,
1~ . b•
- ; SIGN LEGEND
' UNIFORM T RAFFIC CONTROL SIGNS
8" lSS6 s~M coon oESCRiPrION SIZE ANT
QU ITY ~ ~ r ~ A CW20-1D „
. , . ROAD WORK ANEAO~ 48 ~ x 48 3
. B G2 - 0 2a END ROAD WORK 48 x 4 2 2
NTS
SIGNS `
The CONTRACTOR shall install all '
signs and signposts required b these laps. Y p All signs to be installed on this 'ect
prof shall conform to the r eats of th " e
e To ~ 2 Texas MUTCD. Si shall be made g~ of aluminum which sah the uu~em I sfy roQ eats
of Item 642 of the TexDOT ifica ' n e ~ t10118. The reflective sheetm for each si N
9 g $n shall be either Grade Whi ' Pngmeei' or Hi III to gh tensity. si tp be
~ ~ installed are illustrated on this sheet. ~
4" • 24» TEMPORARY SIGN INSTALLATI
ONS MIN..
4 E
3 " All 81 ~ . s gns shall be posted on 12-foot-lo w Scale. ng, ooden signposts. These si 45' ~ i inch ~ 40 felt
shall be placed a minimum of 2.5 t 0 3.0 feet mto the A hole at least g~• one
foot in diameter shall be or drill dug ed a mm~mum of 3 feet m depth, The
. signpost shall be laced verti p ~y Pub m ~ caster of the hole and ■
secured . I A PROPOSED
Tha SI shall ~ ing~ CHANNEUZING PAVEMENT g~ ed so that the bottom of each si s o coNSrRUCTION
gn hall be at least seven EvICES feet above the and at th TICAL PANELS
gre a base of the sign or above the ad ~ > l~ Jacent sidewalk. All si n ~
gnposts shall be installed a minimum of 12 o fmm the back of ~ t~
curb, 36" beyond the ed of curb whe „ - - ge re no sidewalk exists or 6 feet • from ~ -
pavementedge where no curbs exists.
"'s 240'
The hardware li8ed t0 Sttach Ai4nc to fh~ Y7d'fftV►eM et~eri 1►w .e..,L ♦L-~ aL_ _ r
migne HgRVEY MITCHE A11 signs shell be Poeitiated facing the moWrieb requiring the per, and angled
PLOTnMt r R- mI - 11102 remain attached to the Posts throughout the fiuation of the project. IEY IIM TCHELL PAR►cwN~.----- •
five to tw degroee toward the etroet fiom the perpendiwkr to too adjaomt eaaet.
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4 ~ ,;CANYON C~~EK PLANT STANDARDS 421 r;usi 7ttfli ;U~;vl
hrtu511trL V:xctt 7JfNIK
' COLiEGE STq'~IUN, TEXAS /1.1.2ih,`arlAH Inx713.fttifi.`,1(ili
' SlZE° COMMON-NAME SCIENTIFIC NAME COMMENTS
' BLACK RUBBER HOSE 1" DIR. .,,.,_.._.,..........r,....,..-
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CEDAR ELM UL ' US CRASSIFOLIA TREE FORM, SINGtE TRUNK • 2 ST1tAND TWISTER 12 GAUGE M' ~'°F':
' ~ WATER AK QU RCUS NIGRA TREE FORM, SINGLE TRUNK GALr WIRE
BALD CYPRESS TRXE3D~UM DISTICHUM- TREE FORM, SINGLE TRUNK 3 - HARDWOOD STAKES, TO .„W .,,,lr, m~~ ;t r
N ~ BE PARALLEL, VERTICAL & 1„• ..,1.,.,11,, •„1 1l.~.I.~•YI 1. it r... ii ffMIV•I Yllllly lr, /~r.r,l~•
EQUAL DISTANCE FROM ONE 1.,l1 »~~/,..f, 1 MII • M 111 ~plr 1
ANOTHER ~,I,.,,.„IN,..I.r..,,, i mr y!
{
3" HAR[1W000 MIJLCH
GAL. B e ~ A~ P~ ' Z ~ 3' SOLI SAUCEK rv~~ ll f i f,r:l ~l r;ll~ l .
CRA ~ MYRTLE LAGERSTROEINIA INDICA TREE FORM, FULL BRANCHING 4't. .
R UD GERCIS CANADENSIS TREE FORM, SINGLE TRUNK
PLANTING MIX .
SAVANNAH HOLLY ILEX OPACA 'SAVANNAH' TREE FROM, SINGLE TRUNK
EXISTING Sl1BGRADF.
2X BALL DIAr " . C~MPACTEf~ SUBGRADE: , ,
15 GAL. PEOESTAI ..,....r__.. _
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WAX MYRTLE MYRICA CERIFERA FUtL TO GROUND
~'~t YAUPON HOLLY ILEX VOMITORIA FULL TO GROUND TREE PLANTING -MULTI-TRUNK ~ " ~ ~
~C~,,,,,~ JAPANESE YEW PODOCARPUS MACR PHYLLUS FULL TO GROUND NTS _
SAUCER MAGNOLIA MArNQLIA GRAiJDIF~.ORA FuL1.70 GROUND
CI~!1
5 GAL. VFRnfJI(;A NiL)kC,AFI..r._._..
BU'ITFf3RD HOCLY fCEX CORNCITA 4~9.'1h0.h9h3 '
V~Pf~tITC;NFLI,A1IDli(~?PCAId.r'.(1hA
~ DWARF OLEANDER NER UM OLEANDER 'PETITE PINK'
CLEY~RA CCEYERA JA~'ON1GA
L~ROPEI'ALUM LOROPETALUM'PLUM DELIGHT
CIIAf) GRAUKE
' 979.h9U.31h8
5 GAL. VINE
I.ADY'BANK'S ROSE ROSA:BANKSIAE UPRIGHT; SLAKED
CONFEDERATE J,4SMINE TRACHELOSPERMUM JASMINOIDES UPRIGHT, STAKED
° CHINESE WISTERIA WISTERIA FLURIBUNDA UPRIGHT; STAKED i
T^", CAROLINA JESSAMINE GELSE1vitUM SEMPERVIBENS uPRIQHT; STAKED
' BLACK RUBBER HOSE 1" DIA; _
3 GAL.
2 STRAND TWISTED 12 GAUGE
PINEARPLE GUAVA REI.iOA SELLOWIANA GAL. WIRE
T'~ DW,4RF YAUPON 1LEX VOtii!TORIA'NANf~'
~1 PITfOSPORUM TQBIRA P~TTOSPO+~UM TOBIRA'WHEELERS DWARF' 2 -HARDWOOD STAKES, TO
BE PARALLEL, VERTICAL ~
INDIAN HAWTHORN R~;PHIOLErIS fNDICA EQUAL DISTANCE FROM ONE
ANOTHER
~ . 1 6AL.
' BLUE PtUMBAGO PLUMBAGO AURICULATA
O RUELLIA RUELLIA 'KATIE' 3" HARDWOOD MUICFI
RUDBECKIA RUDBECKIA ' 3"SOIL SAUCER
PLANTING MIX t.~YJ
1 GAL. IRIS i ~
. ~ BUTTERFLY IRIS IRIS IRIQOIDES ~ ~
YEll01N FORTNIGHT IRiS 1sl DOLOR
l / O-~.
4"POT
. ~ URIOPE URIGr'E MUSCARI ~ ~ . ~
ASIAN JASMINE TRAC HELOSPERMUM JASMINOIDES ~ ~
I EXISTING SUBGRADE
2X BALI DIR. COMPACTED SUBGRADE
TURF ~ TAL PEDES
1'. AG~~TIN~E BEN(, ~ APHRUM SE LINDA M SOLID SOD
T~'EE PLANTING -STANDARD ~
NTS ~ ~
L.Lr
ICI. V
r - . f
_ a--
VARIES PER PLANT _TJ_
3"SHREDDED HARDWOOD
MULCH 7 HARDV~/OOD SHREDDED 1
PLNTIPIG MIX MULCH
i ~ ~ ~ PLANTING MIX i 1, ~
EXISTING SUBGRADE ~
\ ~ EXISTING SUBGRADE
COMPACTED SUt3GRADE
~ ~ 2X ROOT BALL PEDESTAL 1
" ) Jh14t1'lI1lL': rU~rvnrv~,~ l~~einna
I DESIGNED: TC DATE: 11 /29101
C,ROUNDCOVER PLANTING S_NRUB PLANTING BED EDGE CUT DRAWN BY: TC
NTS 51 NTS NTS
CHECKED: H1T ' Ll . 2
PRQJ. H: SB-01
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1,, EXISTING 300 - r
- JJ~ ~ (`1.J, ._9., Q-"- ~ 2 9 5 _ ''7 303.95
- - - _ ? 9 ~ - -
! 300.90 300 - - - - - 8- I
ga - - , M ~ 301.00 J_ - - - - .y 301.0 , r,"7 - s i
' ~ _ 301.77 ~ x~r ~ ~,,1~
_ _ ~ - R 28 EX. EOP I
. - -7 r- ' Jr , Aa. ~ 302.79 ~ EXISTING
- ~ J <r~,: - - ~ ~ ' ~ T ASPHALT X0.8 - ~ R 26 - - 1.38 ~ ~ 15TING i ~ SHOULDER
- ~i 30 ac . - - - - , - f~ING
- - ' _ ~ - - ' ~ vl - ~ ° ~ - ~ EX. p(. TQP_, LANE STRI - . - 302-15 ' 300.30 ~ ~ 1 .
r. ~ - 301.85 .0~ - - - - ~ - - ,r, ~ ~ 100
~ EOP EXISTING 24 WHITE STOP BA; - 301.05 - STRIPED ~ . 1
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___----5'1'7. - - r . L,,_ - 100.0' ~ s °
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Construct New Pavement Existin Pavement i
Width Varies to Remain Main Lanea and Shoulder)
8" Crushe ~ ' f~ y
Limestone Base 3"HMAC Provide Neat Saw-cut
at Connection
~ ' ~ ~ ~ • ~ SIGN LEGEND 1 too M •
6. UNIFORM TRAFFIC CONTROL SIGNS
D SCRIPTION SIZE QUANTITY SYM CODE E
B" LSSB
- A CW20-1D ROAD WORK AHEAD 48 x 48 3 i, r
8 G20-2a END ROAD WORK 4$" x 24" 2
NTS
i
~f r~-
SIGNS i
The CONTRACTOR shall install all signs and signposts req by these plans. ~ ilff
f-
All s' to be installed on this 'ect shall conform to the eats of the ~ ~ ProJ
• Texas MUTCD. Si shall be made of aluminum which the `l, B TO 12 Satl$~y lY~~ltlremCntB .
of Item 642 of the T xDOT ifications. The re$ecctive sh ' for each si ' e ~ ~
nge shall be either Super Bngmeer Grade or High Intens;<ty. Primed signs to be
White installed are 111UStlatOd On thL4 Sheet,
is ~ ~
4" TEMPORARY SIGN INSTALLATIONS
24
MIN. ~ Shale: 4 }Inch - 40 feet
All si shall be steel on 12-foot-ion wooden s' ts. ese si l~ & 38 ~
4s shall be lac~l a minimum of 2.5 to 3.0 feet into the l1 hole at least one P 6~~•
foot in diameter shall be dug or drilled a minimum of 3 feet in i~epth. The I A
s' shall b0 placed veatically phunb in the Cent' of the hgr!le and secured . PROPOSED
CHANNEUZING PAVEMENT r p~EB CONSTRUCTION
ICAI PANELS ~ The si shall be mstallod so that the bottom of each s shill be at least seven )
~ ~ f the i or above ad'acent f th at the b o s tie
eet above a ground ass gapost J B A~
sidewalk. All signposts shall be installed a mmunttm of 12 fcl~m the back of ~ ~
curb 3b" b and the eel of curb where no sidewalk exists of 6 feet fmm eY ge ~ ~ f
avement eel a where no curbs exists. " ~ p g 240
i Ct Nrs MIT
The hardware used to attach si to the si shall be su that the s' ~ its host c~ inns
~ WT 21 Wv -"MA" _ „ _ ream attached to the poets throughout the durtionof the M
All eigoe shall be poaitiwned fsiang the moWrieU requaing 9se; 'gu, and angled
five to ten degrees tow~td the sheet fmm ft pa~pad~ular to adjaomt a~..
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6" Thick in drive lane, ~ ~ ~ ~ mT =h
SMOOTH DOWEL BAR, See detoH Mctal Keyway S" Thick ~ 1~n9 ~a~ Type 3 Monolithic Curb fox 5 ~ 3 ~ ~ ~
SEAL W/ EXPANSION JOINT MATERIAL fvr diameter, length and spocing Crete vmt. 8" 1/2" at Centerline Reinforced Portland Gment o
SONOBORN SL-1 OR APPROVFA EQUAL) (3/4 x18 0 12 O.C. for curbs rk con p ( t "x18" 0 12' O.C. for sidewalk) Conc a (3,000 psd) ~ ~ ~ ~ o ~ i4 eon o is' o.c.E.w. s: r
. Inetotl per Monufocturer Specification 3/4 (/2 R=3" 1" • ~ M0x sr
BACKER ROD
CENTER RJ SLAB ~ . e " ~ ' R' 'r 12"
See Povernent Deta'i F11~ ~dU~' : SE~tD POUR
_ _ _ :-8" Compacted Lime StabNized rode~-_:::::
6~ 3" LONG METAL OR PLASTIC F FOAM 6"
Crushed llmesione Base CEREMAR lEXIBLE CAP IpTM q,~pE ~AMETER _ ANSION JOINT FILLER m • HMAC 4' , E~' TO BE 1 18 GREATER THAN _ 0
(OR APPROVED EQUAL) DIAMETE OF DOWEL BAR Shope To Mo1ch ~ NOTE: „
Side Street Crude - t. CAP MUST BE LONG ENOUGH TO COYER 2 OF THE DOWEL WITH ONE " , ~ . ,r;'~' 01"x"' P C P VEM NT ECTI N ~
u"'*~"- ; • WITH A SUITABLE STOP TO HOLD THE END OF ~4 Bors 0 18 O.C. ~x Y `41 u ^ , CLOSED END AND OF THE DOWEL BAR. THE CAP Al LEAST 1 FROM END NTS ~
IS THE MPgMUM. SHOULD 1Hf 2. E><PANSK7N JOINT WIDTH SNOYYN WIDTH THE viatGO, u ~:ooa - Lei vT
. SEALANT OR Platt~lENT CONDITIONS REQUIRE A GREATER
GREATER WIDTH SHAD. BE PROVIDED AT THE EXPENSE OF THE CONTRACTOR WITH CONCRETE PAVEMENT OR ~ t.t ~ G-SEAL 826 MODIFtEO PVC MATERIAL AND WOLMANIZEO LUMBER MAY BE SUBSTITUTED FOR USE TE pAY ITEM PAVEMENT OR APRON E PAY ITEM
ill a Sub ode 3 MAR FOAM. INSTALL PER MANUFACTURERS RECOMMENDATIONS. NOT A SEPARTS t2' Mtn. 6" Lime Stob z d 9r FOR SL-1 AND CERE
No. 4 Bora 18" o,c.e.w. (Min) THIS MATERIAL MAY AL50 BE USED IN CONTRACTION AND LONGITUDINAL, JOINTS, ,dt, Centered in slob
(80' MAX. SPACING UNLESS
OTHERWISE INDICATED IN PLANS) 1/4" WIDE x 1" DEEP GROOVE EEP GROOVE
SEAL W/ JOINT MATERIAL METAL KEYWA',°PLATE (SONOBORN SL_1 SEALANT IATERIAL
W/ FORMED GROOVE OR APPROVED EQUAL SEALANT IUAL)
NTS $EAL W/ EXPANSION JOINT MATERIAL EDGE ROUNDED TO 1 4 ttADIUS 15" MIN. LA AL REINI -LATERAL REINFORCEMENT (SEE PAVEMENT TYPICAL
(SONOBORN SL-1 OR APPROVED EQUAL) / LAP (SEE PAVEMEN Instoll per Monufoctwe s Specificotiona 1 8" io 3/18" S~'T<f~+l&'~ S~n~) ' w
~T4 / Min. Depth /
1-1 /2" for SlderrCMta i . See Povemeni
w See Pav~nent i. C ~t~ DetaN
SECOND POUR I .f
LONGITUDINAL j REfNFORCEMENT FIRST POUF NTERED II
Sae Detail) REBAR TO BE CE (
. 1
r !
T SHALL BE REQUIRED AT 1 See detoil for spaclnq LONGIfiUDINAL JOIN STREET CENTERLINE _
TRANSt110N INTO EXISTING GRADE, AS CLOSE JO WALL AS POSIBLE.
SLOPE SHALL NOT EXCEED 15X.
1, T. W. AS , SHOWN IN PLAN
VIEW
1sx sLOPF MAx •
CAP uNIT WITH
. CONST. ADHESfJE \ \ 3 AS PER ~L r
( , MANUFACTURER S r~
1 " / RECOMENDA110NS).
" /\i KF1LL ~ "
4" KEYSTONE
FILL e► .r , DOWELS \ _ '
fRAGRID KEYSTONE o ,
PULL TIGHT BLOCK WALL. e STAKE QR ~a
HOLD. _ 3. "
~ ti / ~ ~ ' G L t " 2 0 ~ Q
. ` ~4 0 24 C-C ~ ;.o -4
ts' o i
n ~ M 1 2" /BLOCK 2 / ELEV. Of TOP ~4 Bara (TYP.
OF FOOTING "
AS SHOwN IN 4 4 ~y PUIN VIEW
,F ~----8 TOP BOTTOM.
0 say
• B" e ve a
a s ~n r u i
' No. 4 BARS 0 tional where no dromoge flow ogoir►at foce of curb) j CONTINOUS ( p
2' ~ NTS +r 4
No. 4 BARS ~ MN"' ~ - ~ M 0 18 O.C. 2- No. 5 BARS
" CONTINOUS TOP
8 dt BOTTOM. i .i^
2' . ~r ~
.NTS .
n~+ , rtorto>, a ~ moe . ro .
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e Of IS Sheet
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s ~ c ~
~ 7 ~ ~ ~
r . , ~ ~ ~ 10 Rodiu>t ,
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' ! _ . ~ ~ ~ ' AdoMabN Y~ i~'t9gg5~ ~ ,
~ ~ BUIIAING F.F. ~ a
. Proposed To of Curs ~ r P r ' , r
exMti rods ~ ~ ' nq g ~ r 320.00 - ~ ~ ~ ~ Detention Pond
XXX~l(X x Proposed finish Pvmt F1ev. 5' , / R~tolning Watl POND "A" K• 355~102.t r'*,
. w ~ + ~ ~ P J1RB0 Y' 10200116.33 a ~ ~ J1QCiB T/1N • 314.00
X ~ Proposed Contour r i ~ ~
a Blade Swak 0 - - Existir►q Contour ~ i i J1Ql0 tiro, J10.Q7 ry/ $ .
0.70X min. ~ r ~ ~ P !
- - - - - - Crode Brook ~ 20.1 ~ r I 12 Curb Openl 20.4 r ~ I e ~ ~ J/0.6~ Step F tin as ~ ~ ~ ~
9 \ ' ~ 3552048.3 a
- Drainage Flow ~ r ~ ~ Required. ~~~~;~~,tY Y~ 10200159.3 ~
NT$ ~ ~ rr r nlnu>+c: s~cr-~.aa 1 2 ~ ♦ f r I r ~ T~YY = 314,00 / ~
st~~-xaoll s / l f ~ 19. ~ ~ .2 / f~ I
19~ ~ ♦ St~• / l 1 l 1 1 20.20 ~ ~ ~ I ~ ~ f ; ; ; e X~ 3552095.56 ~ \ ~ $ + ` ~ ~ Y~ 10100143.66 ~ /
.V 0• / f 1 1 1w I;i i ; t/w ' 314.00
~ 7 ? + ~ f t i I,f `
9 ~ i Fr 4:1 Max. ~ 1+ f + l l ~f
10 ~ 16. .6 ♦ r ; 20. i , + f 20 ~ Ir l it ~;I V ~ ; t l ~ f ~ ` JBOIt?Btl7C ~eW
BUILDING F.F. t9• 0. Q Pflopo~ P I ;1 i ~ NT5
3 ~ ; ? Det noon rtt 18» max. f »rPo 'Detention 1P9~ ~ + ` Retoininq Woll ~ !n
(4 min) 20.20 .POND pl» ~ BUILDING F.F. ~ ~ tiF / 1 ~ ,ppNp ~ ~ t I 1 ~ , Retoining Woll 0
` ~ Q r l~ 1 1
6 Typ. (4 min.) ` ~ ~ 319.7 1 l ~ 1~1 l ~1
ax ~o~'• ~ _ , \ 0 ~ 17 ~ .i , i i 1' i ,i 1 ~ Slo ~ ~oAe Flume qx S1oPo ~ ~ ~ ~
~ 317.25 ,c+ 319.7 1
» ♦ 1 , 8 min. _ ~ 19 ,7 ~ l ~
(Provide 1 % • _ 8. 1 1
'tudinal SI ~ ' ~ 1 , A 3 ''1 Q ~ ~ f 7.9 ~
0 17,2 1 .e • 1 ~ 1 16. ~ i 17. 7. 7 7 17.1
17. 17.3 1 ~ ~ ~ 318.7 1 .8 /
S ~ 17,0 nu.~wlc sect'-rr.~ 316. 17 ! } ! ,
noma~ ~ EMI 1002 - t~1 pm 3 i~ . ~ 1 1 .20 '
17.70 r , ~ 15.7 ~ 4. Mai. f =
- 18 } ~ 317, 31 . / /
• .85 , 0 8.20 1 / ~ , , '
\ a . rry,~ 7,7 ,22 1 .8 ~ 1 ~ r~r! ~ ,l ~ ~
1 17.38 31 . ~ fi ~ r / 1. ~ a ; ~ .1~
316.2 7 ~ , 1 ' 1 . 6 31 ~ / . ~
317, ~ / r,
!7 ` ~ t
Curb / I
` ~ 3t , ,
Scal4: ' ~ ~ ~ 16,60 ~ / 15.1 I , ! } 1 inch 40 foot ~ ~ ~ 1~ 18,70 / / 1 ~ i , ; l ; _ ~
, I ; ~ I' f~ i
~ 31fS. ~ / ~°i 1
. 7 Q, , X12 / ,
~ ~ f'
316. 314.7 , / 4" f ~ , 314.25 ~ 1 3 i' ~ 4.1 / r ~ l~ ,
p i ~ r ri; i + ,i
31 / r v , I ~ 318.60 ~ ~ / , „ ~ / ~ •
16 \ 1 ~ ~ ~ 3 1 ~ ~'f 4.70 ;1, 1
2" Curb 1 ~ J ~ ,
~ i f ,1;' 313 15.82 5. 15. ;
315, I ; 15. ~ p 14. / ; i r
14. / 314.72 / / ~ r } 1 1 I t)
14. h ; ~ ; F 1 } i ~ / / r'' f ~ _.3x{,70 13.82 d
` T ~ . ~ ~ r I 1 , I p 315 1, / I; 1 /l I
7 / ~ r , ~ 3 x..50 ~ 4.1 ~ • ` ~,1 ; I I ; i`'. l
0 / • ~ . ~ 314.7 - 13, ; ~ t, ti,, I , #
314.. ' ~ / 13. 315 F ~ ;;,1 ~ t } . / / 1
314 15, 1 . ; ~ f, ~ t ~
14.7 14,47 14. ~ 1 1 : / • ~ Y
~ ~ . , ~ ti r;,., 3. 1 12.4 • , / u, I 14.00 / 13. / ~ t '
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13.1 3. 3.31 12. / ; ~ '1 ~ ~ •
. 12 ~ ; 313,35 13. ~ / 6
. 1 13.t ~ 13.4 13.2 13.4 1 1 i ' ~
44 13 12.44 12,4 12.7 : -
13. 13.i 12. 13.2.. 13.2 13 ~ r 2, 1 {1
13. 3 12 ~ , ; 1r+ ~ ~ I Rop r r,' 1, .
13. 13.1 / 3. 3. armei r 1 1
~ ~ 1 ~ ; 313.7 1 1 1 , '
~ f, 313.7 13 ,7 313.70 12s;1~ 12,4;1, 1 ...y 1
I 13. 13.6 13 ~ • , 4
313 13. • ~ ~ 1 ~ ; '1 F~~3 M r • ~ r ~ ~ r i 4.W 13. / • ~ I l l r
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LMtE DISTANCE ao ~ S BEARING / \ ~ ; ~ ~
124 24.$4' S Ti'S5'S0" E - - 1 ♦ ,9 a
I r « J ` tsS 8.556 s 48'20 20 E / ~ ~ . ~ F
Li 17.38 S 13'4314 W / ~ ~ : , - tee x54 w 26'20 33 w LEGEND: ~~.4~" 1(J >
- R18 - ~ / ~ ~
L21 9.87' N 41'09'41" E ~ S 19'53'08" E 11 UTILITY SIGN /
LIGFIT POLE P ~ LZB 21.44' N 70'07' " 22 E t3 21.66' ~ s 2roi'S4" E -4- UT1llTY POLE ~ -
- - - , ~ + R18 9 25.35 S 88'21'07" E --9 / - / GUY WIRE ANCHOR ~ _ -
~l 1,30 ~ ~ L4. 24.3T 580'39'01" w WATER VALVE ^ / ~
h ~ ~ i' 31.86 N 4109 41 E ~ ~ • IRON ROD FOUND ~ I ~ y
131 20.83' S 71'33'35" E y , l5 28.06 S 27'32'28" W' 0 IRON R00 SET G ~a• ty
31.86 N 41'09 41 E ❑ TXDOT ROW MON, TYP ! (GONG) ~ / " 8i` ' V~
« a ~ L6 46.24 S 05'3611 W CM CONTROL h ~ ~ 133 8.54 N 8558'05" E -
B.C.D.R. BRAZOS COUNTY GEED RECORDS + ~ /
434 31.89 N 4109 41 E -OU-- OVERHEAD UT6.TIY LINES ti t'6E - . . L7 27.74 S 013937 E ~ \ \ ~ y '~9-
" FlRE HYDRAN PROPOSED Dc - 2 , ~ , u ~ 7.72 N 39'42 27 E ~ ( )
PUE PUBLIC UT1lTTY / / ~ - _ L8 8,23' S 3136'00' W' 6lSEMENT ~ - ~ ~ 7.98' S 3545'24" -
E PDE PRNATE DRAINAGE EASEMENT / - y, - " PAE PRNATE ACCESS EASEMENT v / ' L37 ~ . tQ
32.00 S 48'5019 E r , r '1 E:~ L9 31.36 S 10'09 55 E
V _ - ~ l38 6.04' S 652]10" E ~ :
l39 34.00 S 48'50'19" E L10 17.28 S 66'51 04 W / r : ~ - i
~ ~ ~ M .:.t7 L40 7.61 S 48'60'19" E ~ « ~ h• v ~ r
_ L11 29.s3 s sr1o03 w ~ ..35 ~ ~5. / N
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L14 •23.07 S 110955 E ~ l45 8.22 N 88'23 44 E ~ ~ lp
- ~ . r ~ r• . ~ a1 L48 32,00 S 71`6655 E L15 « V 'k rv a
21.60 S 65'24 23 W ~ ~ - - ~ h ~ / . , , LOT 76 - ~ - - / M V L47 31.78' 3 48'60'19" E ~j S .
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2818 ROAD N0. _ _ Tn I~nRKET
I Canyon Creek Townhomes
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Bed Description o
' ~ Quantih~ Point Value Total Point ~ ~ `7 N~~~ o
s Island A } ~ ~ ~ s R
~ / ~ ~ Canopy Trees 1 300 300 ~'N v ~ ~ ~
S a ~ ' ~ Non-Canopy 2 40 80 , ~ ° = o
♦ A Shrubs 20 10 200
t5' 1 /
~+ir ~ . ~ ~ 94 ~ Total 580 i~`• Number of Islands 25
LEGEND; i ~ Total pts for all Islands 14500
~ UTILITY SIGN ® ~~^r / p
~f' LIGHT POLE V /
-0- UTIITY POLE ; Canopy Trees , 0 300 0 0
GUY WIRE ANCHOR / / ; % Non-Canopy 0 40 0
~ ~ - Proposed ® WATER VALVE / etention Pond ~ ~~d ~ r Shrubs Z 10 70 ~
• IRON ROD FOUND Q ~ ~ PO Pond ~ j ~ I 1 ~
0 IRON ROD SET F,H..' R; 2~ ~ Total 70 0 ~
❑ TXDOT ROW MON. TYP I (GONG) ~V ♦ ' ~ ~ ~ Number of Islands 16
CM CONTROL MONUMENT ~ ~ ' Total pts for all Islands 1120 r.""~. ~ ~
BRAZOS COUNTY DEED RECORDS ~ ~T ` I' Q h \ ~ '~li 1 i 1
-OU- OVERHEAD UTILITY LINES Q ~ 1~ ~ ,1/2" IRF I,•'~ Canopy Trees 0 300 0
FIRE HYD ~ ~ \ I ' ~ RAN (PROPOSED) pc ~ 1 ~ ' f Non-Canopy 3 40 120
PUE PUBIJC UTILITY EASEMENT ~ ' PDE PRIVATE DRAINAGE EASEMENT I : ~ J ~ ~ + ~ Shrubs 20 10 200 ~ 1 1 - -!t■ ! 3 I i
PAE PRIVATE ACCESS EASEMENT ~ ~ ~ ~ -
1/2 IRF ~ ~ ~ t 1 ~~f
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Proposed ; a~ Detenti Y ~ on Pond ~
5/$ RF L T 46 POND "B" i
ound T ,~,,a.; ► , , 12 per r ~ g as q ~ ~ o~---_`. ~'~------""~~OE gas 9°s •
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C.
HEATH J, THIBQDEAUX
Landscape Architect
471 east ?ttlh slrcel I,nusfc,n, I~sxcia /!(1nA
_ e
CANYON CREEK PLANT STANDARDS 113.?f~b.5948 rax 713.FSZ30.i7(>8
.o' COLLEGE STATION, TEXAS
51ZE^ ~j Q CC?MMQN NAME
G~~~ ~ ~
CEDAR ELM . _
WATER OAK -I„~u x~ ,u'..,YY'I ~.I,l,.,. , . 1 • W +'I,IxN.+'IN`I~ x411,1'1 iY IyA,/"IfY!Ir'I +NI~NYd1l' I
BALD CYPRESS r'yr~ a xYn Ynrvrr.r Wi'n
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~CaAl.. Bd'6 1'~ a la~ye~
CRAPE MYRTLE
RED BUD _
SAVANNAH HOLLY _
15 GAI. ~ ~.m... ~
WAX MYRTLE
v r ron~t unl 1 v u 1j it ~t~ ; . _ ~
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EXISTING VEGETATION
CUT BED EpGE,
TYP., RE: 1lL1.2 ' - . ,
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TURF J n TURF
TURF- U
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EXISTING VEG CONCRETE TRASH ~,.R _
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CONCRETE TRASH PAD BY OTHERS
Pl~D BY OTHERS ~a 6' HARDWOOD FENCE
6' HARDWOOD FENCE BY OTHE
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BY OTHERS CON WALK
NCRETE WALK BY OTHERS
BY ERS
URF
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Y OTHERS BY OTHERS
EDG
TURF TYP„ RE: 2
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0' 16' 24' 32 40' SHEEI 1IILE: PLANilrJ(:, PLAIN
DESIGNED: IC DAIE: 11129101
DRAWN BY: TC
SCALC• 1/8 11 1 1-011 CHECKED:HJT yy--
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LIGHT POLE ~
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/ Proposed GUY WIRE ANCHOR ~ ~ / :d ~ ; ~
WATER VALVE 4~~ tention Pon ~ Pon ~ j
IRON ROD FOUND ~ r PO • ~ KVA ' ~ ~ ~
F.H.. 2~ IRON ROD SET ~ 0 ~ ~ ~
❑ TXDOT ROW MON. TYP I CONC r ~ r.. X/
CM CONTROL MONUMENT ~ ' r..~ ' ~ ~
D~ OT 1 B.C.D.R. BRAZOS COUNTY DEED RECORDS p~ r ~ F ~ t ~ ~ ~~2" IRF
-OU- OVERHEAD UTILITY LINES .O ~ ~ ` ~ r
FIRE HYDRAN PROPOSED ` ~ ' ~6 ( ) ~ ~
PUE P ` r - UBLIC UTILITY EASEMENT C~ ~ 1 PDE PRIVATE DRAINAGE EASEMENT ~ ~ ,
PAE P IV T ~ R A E ACCESS EASEMENT " ~ ` 1
1 /2 IRF ~ CM ~ ~ ~ ~ ~
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ROD FOUND CM Proposed ; ~
I Detention Pond ~ oE--~ ~ IL ~ 1 I POND "B" ~
OE ~ 5/8" IRF LOT 46 ~ t
STUBOUT . 1
iefgr0un ~~r• OE °s
~p~-~--~ ~___~_~--9°s 03 ~ I gas y.. -OE gQ9 Sus gos • ° • ~ a
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~ ~ i ~ pE ~ 9°s ,
1 ~ OE 1 + ` r } ~
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- - Proposed Underground Secondary 1-4" Conduit 500 MCM Service ~ _ Q
• Proposed Underground Secondary 1-4" Conduit 350 MCM Service a
- - - - - - - -Proposed Underground Primary 2-2" Conduits 1 /0 Primary a I • J
• - - • - - • - • • - • • • - -Proposed Underground Primary 2-2" Conduits 1 /0 Primary ~ Existing Overhead Primary f
281 B
Of 3 Sheets
i
i
d
5
HEATH J. TMIBC}DEAUX
landscape Architect
4?I aril ?Ilfti siraef I,nuslrm, IL~xuS //tlOa
~ CANYGN CREEK PIANT STANDARD5 ~I~.?.~6s~aa lax ~t~.aao.>>ae
COLLEGE STATION, TEXAS
SIZE COMMON NAME
♦ G~ ~ ~i GAL. Lid T r~T;
CEDAR ELM
WATER OAK L.,+1 .Y YA~~~„ANI 4.IIY„• , ; I' W alNW1•. SIN`+i NII II ~ IM IY rY +XX i /'YI!Cf I, ~I .1111 q({11• I
BALD CYPRESS ."YPI Ip +AII NIV ~I I+p. P'"4, rp i• I~I~1 IIQY 41~ I. II
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CRAPE MYRTLE _ . _
REG~ BUD ~
SAVANNAH HOLLY
15 GAL. A- . T...~......~_
~ _ _
WAX MYRTLE__
YAUPON HOLLY
JAi'~~NESE YEW pko+,r`rl c;~)rn,~`~_~.'~.__ •
, EXISTING VEGEfAT10N SALrCER MAGNOLIA `•'v" vE'kr~f tlc:.n r,~t~)h~~,nra
9rp.~c1(.).G9b3_ _ _ _
V-~UrAlf(<UlIANUMUF',(;nfi_CU"~1„T!_~ ~ _
1 BURFORD. HOLLY
~ DWARF OLEANDER
CUT (i[D EpGE. CLEYERA nrzclal.r~:r
/ TYP.. RE: 11L1.2 t/11.2 LOROPETALUM vw.~~a..;~~1(~s
5 GALY VINE •
LADY BANK'S ROSE M1.,.._~__~._.__.__..__ .,_.T.~_...._..._
CONFEDERATE JASMINE
CHINESE WISTERIA
-4` TURF CAROLIf~A JESSAMINE
TURF U
TURF
~GAI,
PINEAPPLE GUAVA 1 . 1
LT • T
5 ~ E
l
I
EXISTING VE CONCRETE TRASEI _ - _ ~
CONCRETE TRASH PAD BY OTHERS
PAp BY OTHERS O
14 6' HARDWOOD FENCE ~
6' HARDWOOD FENCE BY OTHERS
I BY OTHERS
CONCRETE WALK CONCRETE WALK ;
BY OTHERS BY OTHERS
TURF
. TURF CONCRETE WALK CONCRETE WALK ~jM~,n° I~~d"~' GY OTHERS 8Y OTHERS
CUT BED EDG
TURF NP., RE: 1/U.2
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CUT BED EDGE.
TURF TYP., RE: 1/L12 i.
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DESIGNED IC DATE: 11129/01
DRAWN BY: TC
SCALE: 1 ll I_nit CHECKED:HJT
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