HomeMy WebLinkAboutDrawings12" 12,. VARIES
CONCRETE PAVEMENT NOTES:
1. THE MINIMUM CONCRETE PAVEMENT COMPRESSIVE STRENGTH RA[ BADE EXISTING
SHOULD BE 3,000 POUNDS PER SQUARE INCH (PSI) AT • , RO! ROUND TO STREET ~ ~ 0 p1 pp R I
TWENTY-EIGHT 28 DAYS PLACED WITH A MAXI U 4" + ' ' ( ) M M SLUMP OF THREE 3 INCHES: THE MIX SHOULD CONTAIN N ~ ~ ~ Il
O A APPROVED 24 AIR ENTRAINMENT AGE T FO ~ 3 4"0 R • . + • • 12 N R DURABILITY. a • 12' 24 p$
1 4 E DD . dDd6$
6 2. THE MINIMUM PAVEMENT THICKNESS SHOULD BE SIX 6 6 v' O • 2" HMAC SURFACE ' ' ••••~„w•••Na
INCHES. v ' 63331 p . ~,~e
~ ~I~llalA~~ w
3. SAW CUT OR PREF ORMED CONTROL JOINTS AT MAXIMUM tK
SPACING OF TWENTY 20 FEET EACH WAY WITH EXPANSION 2 - # 4 REBA ( ) ~ 3 JOINTS AT A MAXIMUM SPACING OF FORTY (40) FEET EACH WAY. / ~~j .
THE JOINT PATTERN SHOULD FORM SQUARE PANELS AS r
PRACTICAL. ALL JOINTS SHOULD BE CUT WITHIN FOUR (4) TO „
6 LIME TI EIGHTEEN (18) HOURS OF THE CONCRETE PLACEMENT TO 6" LIME TREATED SUBGRADE E
ASSURE PERFORMANCE. 8" LIMESTONE BASE (GRADE II OR BETTER) OR c ~ o
NOTE: FINISH TOTE: FINISH CROW~1 SHALL BE 6~~ CEMENT TREATED BASE (COGS SPEC. 103A) OR o rst ~ t-_
4. CURE THE CONCRETE BY THE USE OF A LIQUID MEMBRANE
CURING COMPOUND IN ACCORDANCE WITH THE MANUFACTURE ' ~ SAME RS RECOMMENDATIONS. s.
~ N.T.S.
5. CONCRETE REINFORCEMENT SHOULD BE A INIMUM OF N0. M 4 .s
BARS, GRADE 60. REINFORCEMENT SHALL NOT BE CONTINUOUS
THROUGH-THE JOINT. CONSTRUCTION DOWELS SHOULD BE A
MINIMUM OF N0. 6 SMOOTH BARS PLACED AT MAXIMUM
SPACING OF TWELVE (12) INCHES. ONE (1) END OF THE DOWEL
SHALL BE ALLOWED TO MOVE IN A PLASTIC SLIP TUBE. ~ t
6. E SU NOTES: TH BGRADE SHALL BE STABILIZED TO A DEPTH OF SIX
6 INCHES WITH SIX 6 PERCENT LIME BY DRY WEIGHT. ALL
SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 1. CONTRACTION JOINTS SHALL BE PLACED AT A MINIMUM SPACING OF
NINETY-FIVE 95 PERCENT OF MODIFIED PROCTOR DENSITY 5' AND SHALL HAVE A MINIMUM DEPTH OF 1". ( )
(ASTM D-1557 .
4" THICK (MINIMUM)
WOOD FLOAT REINFORCED FINISH CONCRETE SIDEWALK
6'-0 i
s _ _
FINISH GRADE f
NOTE fh
SLOPE ® 1) M 24•°- 4 TIE 3 16" FT MIN.) C
# ( / 2.00% MAX.) ~ 2) S~ z
.i . 4'.~i t. ~ .
~ a~' ~ h .
~a _
COMPACTED
SUBGRADE 2 SAND CUSHION Y r~
CONCRETE CURB 1~
& GUTTER #4 BARS r~ 12" O.C.E.W.
IT . .
r . _ * N.T.S. '(f r
R i•
J,
, .I 1 I~
CU
NOTES:
1) MAXIMUM CROSS-SECTION OF 2.00% IN ALL
DIRECTIONS. i'
CONCRETE 2) SCORE RAMP w/1/4" GROOVES ®2" O.C.
CURB & .GUTTER
RADIUS VARIES
CONCRETE SIDEWALK
4',5' & 6' WIDE
2
MN ( )
END SLOPE BEGIN SLOPE
p 6'-0 i
DRIVEWAY ~ p RAMP ~ o. . o I~
~P 1:12 ~
MAX
(MIN)
LIGHT BROOM FINISH
WITHIN LIMITS OF RAMP CURB REMAINS EVEN i
NOTE: WITH SLOPING RAMP
4' WIDE THEN 3'-6" WIDTH
5' WIDE THEN 4'-6" WIDTH
6' WIDE THEN 5'-6" WIDTH
~5 -
~ N.T.S.
6. ENDS OF ALL ENCASEMENT PIPE SHALL BE SEAIED BY USE Of (MINIMUM) ONE-EIGHTH INCH (1/8°) SYNIHEIC RUBBER SEAL
SECURED WITH STAINLESS STEEL BANDING STRAPS. UNDER SPECIAL CONDITIONS, AND AS APPROVED BY THE ENGINEER,
ENDS MAY BE PLUGGED 7. NUMBER OF RISER /RUNNERS REQUIRED FOR STANDARD SPACERS.
4 RUNNERS THROUGH 14` PIPE DIAMETER.
6 RUNNERS THROUGH 36" PIPE DIAMETER. 7 RUNNERS THROUGH 46` PIPE DIAMETER.
6 BLOCKING DETAIL FOR PIPE ENCASEMENT (N.A. S. P. I. MUNICIPAL DEVELOPMENT GROUP
FILE NUMBER N.T.S. 000751-3775
SHEET NO. 17 OF 21 nc
I'
/ '
BASIS OF BEARING: PLOT OF HORSE HAVEN ESTATES, LOT 1 ~ / VOLUME 4285, PAGE 35. EASEMENTS TO BE ABANDONED ARE OMfTTED FOR CLARITY; j J I ~
SEE EASEMENT RELEASE EXHIBR DRAWING FOR EASEMENTS TO l
NQIE; FLOOD PLAIN DATA IS APPROXIMATE AND IS BASED ON BE ABANDONED.. f GRAPHICAL DEPICTION OF FEMA-FIRM COMMUNRY PANEL N0. f ~ i ~
SED PER LOMR % -O `V 48041C0144c, DATED JULY 2, 1992 (AS REVI CURVE TABLE ~
0 2000 AND FEMA-FIRM COMMUNITI' PANEL N0. ~ ~ JULY 1 , ) CURVE RADIUS DELTA TANGENT LENGTH. CHD, BRNG, L.C. 4804100163 D DATEO JULY 2, 1992. ~ ' ~ a J ~ ~
' / 0 f N / ~ I 0 / N / / ~ J Ci 30,00 94 43 38 32,58 49,60 S Oi 45 34 E 4414 0 yQg; SWTCH STATION ROAD LS NOT ACCESSIBLE TO THE ~ ~0 ~ ~ ~
U C. C2 501A9 23 07 07 102,49 202,19 N 53 1716 E . 200,82 / ~ ! P BLI I ~ ~ ~ ~ 0 s0 100 `
C3 354.89` 45°04'55" 14730' 279,c'4' N 42°18'21" E 27i?,09' ~ / ~ ~QjE; THE CREEK BOUNDARY IS SUBJECT TO CHANGE DUE TO C4 25,00' 35°55'01' 8,10' 15,67` N 89°18'11' E 15,42' ~ / / O ^ ~ HORSE r' -
THE NATURAL ACTION OF FLOWING WATER. - NO MONUMENTS , ~ / 40 N 30 3316 W 67,15. ~ ~ ~
S FOR CREEK CENTERIJNE. C5 50,00 275 3811 45,15. 2 .54 ~ / ET ~ / C6 25,00' 42°20'52" 9,68'. 18,48' S 32°48'01" W 18,06' ~ Q ~ ~ Q~ ~ I sc9r~:•rn=soy ~
e N ~ / GENERAL NOTES: C7 250,00` 34°12'34' 76,93' 149,27' S 36 52 09 W 147,06 VvQ \ / r o / N / r e / N / I - , o ~ s~
1. AVERAGE LOT DIMENSION: 55 X 120'. C8 304,89 45 04 58 126,55 239,90 S 42 18 21 W 233,76 ~ 0 / ~ J e/" l r e l N Gw I ~ ~ ~ 4 0
2. THERE ARE 62 PROPOSED LOTS IN THIS SUBDMSION. C9 551,09 23 07 00 112,71 222,35 S 53.1718 W 220.84 / - 3. STREET WIDTH 27 B-B 50 ROW. N ~ N 33.29 31 E 161,85 / 010 565,00 16 2811 81,77 162,41 Q- \ ~ ~ ~ PHASE ~I ~ E ~~N
4. ZONING IS R-1. ~ ~ U I FAMILY RESIDENTIAL LOTS. ~ ~ ~ ~ 5. PROPOSED LAND SE S NGLE j ~ ~ ~ / ' ESTA'i~
\ \ ~ ~ 6. PARKLAND DEDICATION FEES WILL BE PAID PER LOT. ~ ~ ~ n~ A ~ ~ ~ ~ ~ -
7. THIS DEVELOPMEM COMPLIES WITH THE LAND USE PLAN. j ~ C9 8. PHASE FOUR DEVELOPMENT WILL INCLUDE A CONNECTION f ~ J \ ~ - _
TO SWITCH STATION ROAD TO ALLOW RESIDENT ACCESS ~ ~ ~ ~ Q O \ %
TO WINDw00D PARK UNLESS A CONNECTION IS MADE WITH THE ~ / ~ _ 6 4 ~ 2 0 ES FIRST. ~ ` ~ ~ J APPOMATTOX DRM: EXTENSION, WHICH EVER C M O
9. THE EASEMENTS TO BE RELEASED ARE DEPICTED 81' HATCHING. . ~1~~ J
10. ALL PROPOSED WATER LINES ARE TO BE 8". 0 11. ALL PROPOSED SANITARY SEWER LINES ARE TO BE E~. ~ ~ / ~ / 1~--/.!~- \ ~ ~
e
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LIDETENTION PHASE
\ \ THREE rs IV VOLUME 3213, PAGE 33'
\ \ I I y BASIN VOLUME 3213, PAGE 3z
\ \ LATI
VOLUME 2558, PAGE 1 PRELIMINARY, P
ZONE AO \ \ \ \ / MUNICIPAL DEVELOPMENT GROUP
NOT FOR RECORD FILE NUMBER 000751-3775
SHEET NO. 1 q
40
~p
J
IS OF SEARING,; FIAT OF I GORSE MAVEN ESTATES, LOT t 12. ALI. EXISTING STRUCTURES,.: EXCEPT FOR EXISTING HOUSE,
VOLUME 4285, PAGE 35. "t0 DE REMOVED AT :TIME OF; DEVELOPMENT. 13. NO PORTION OF THIS TRACT LIES WITHIN THE t00-YEAR ~Q`
•-FLOOD PLAIN DATA IS APPROXIMATE AND 1S BASED ON FLOOD PLAIN.
GRAPHICAL DEPICTION OF i°EMA-,FIRM COM~IUNITY'PANEL NO, 14. I~HASE'II CONSISTS OF 2.37-ACRES AND PHASE lii V" - 460~1C0144C, DAT~O JULY 2, 1992 (AS REVISED PER LOMB CONSISTS 'OF 12.21 ACRES 14.58 ACRES TOTAL. , _ 0 ~ ~ ~ ~ i~
Jt1LY 10, 2000) AND fL•1,1A-FIRM CCMMUNCCY PANEL CEO. ~ / i \ / ~GQQ 11 ~ ~ ~Q ~ ~
6dFJp41C0163 D, DATED JULY 2, 1A92. + ~ . EASEMENTS TO BE ABANDONED ARE OMITTED FOR CIAR(N, ~ , I r a m ~ Q~J ~ ~ '
PI~~.Cv SWCfCH S1°ATION fiOAD IS NpT ACCESSInLE TO' THE SEE EASEMENT RELEASE EXHIBIT DRAINING fOR EASEMENTS TO E3 ~ t'UfJLiC. E ABANDONED. ~ ~ ' _I a ~ ~ ;
~ _ HORSE
NFL.,., fNE cRCrl, t7OUNDAhY IS SUgJECI 10 CHANGE DUE TO CURVE TABLE 0 / ^ till: N'~Itf~At A(,IION OC hLO~dING WAtCR, NO MONUMEidTS
' i_ Id)i~ t~Lk.it l~'NfCh~I,IN[." GURVE .RADIUS DELTA TANGENT LENGTH CND, BRNG, L.C. / ~ ~ /"~1 Cl i 30,00' 94°43'38' 32,58` 49,60'... S Di°45'34' E 44,14' ~c/ f ~ . _ -
t t tII~E,'~I P~~1~
1. A~lifirl(;[, l.%li l)IP,1EN510iV; 5 J( 12O'. C2 501A9' 23°0T0T 102,49' 202,19'. ` N 53°1716': E 200,82' ~ V~j ° `G [i;h F'IiOF~OSEC:I LOTS IN Ti~15 SUBDIVISION. C3 354',89 45.04 55' 147,30. 279,24 N 42 18 21.E 272,09. 0 / I 1f
5if~C,1•.I Wil~iN ~7. r3-U MAO' ROW, C4 25,00, _ 35'5501 8,10' 15,67 N 89°1811".E 15,42' ~ G `V _
4, ;rl1NINi; I~, ~~~.1. . / C5 50,00 275'38'11. 45,15 240,54 N 30'3316' W 6715' I (Ni7P ~1 '~Ct LANK U:~k; ,INtrLt f1P~11"Y ;~ESIDENTMl. LOTS. C5 - - _ 25,00` < `42°20'52' 9,G8' 18,48' S 32'48'01' W 18A6` ~ ~ ~ ~
G. 111kh 1.,AI~i) DC'Dlur,iltiJ i't,E:S IdILL PE PAID PER LOT. 0 C7 250,00 34 12 34 76.93 149,27 S 36 52 09 W 147,06
i< (1115 11,1~i,i)I'ittl`!I 10~4Pi11.M UF'IlH Ilii LAND USE'~PIAN. , / i „ , ~ , ~ , , ; A ~ , ~ C$ 304,89 45 0458 126,55 239,90 S 42 19 21 W 233,76 A I.,1, . I ~?i,i(, Ut_11.1 Uf 1, Ni !I IN . tIO rl I i i i. ihl,. lL L CONNECTION ° ~
t+1 6"dli~ IJ ° IAr1uN itiU'1'? T~) r,l LUG";~ hf:51DENf ACCESS C9 551,09 23 07 00.112.71 222,35 S 53 l7 i8 W 22064 ~ . , , , J ~ ~ 1tt Ir' 11 Nl_L~`., A OUNNI~;CTION IS MADE WITH THE C10 565,00 16.2811 81,77 162,41 N 33 ~9 31 E 16L85 ~ ~ ~ ~ ~ , IPlftl ~1Ui~ It .li t r"
AI r t7t4",,11nA 17;rIVi E` iGN~itt~d, 1q'PlI(;P~I Llt~ft COMES FIRST. ~ ~ ~ ~ c/~''~^ ~ l~
lip,: L~,.,~~r~[Nt.a f~) Ur, i,Lt.I..A~~l Ak~G Dl"PICTEO"-BY :SEPARATE ~ Gj ~ I iN<,Irl cii::rrr. p i'
~ 10. x111 }'bt)1 i)S!_!1 !~'d;aTt:I, I,INC:S AI'ii~: 10 BE 8" EXCEI'1' AS NOTECI ' ~~'~y
i 1. tilt !'I~~~I'7~,i:,tl ~~iNiTA~~I` SfV.'CR LINES `ARE Tt~~PE' 8" E1{CEPT ~ ~ r 1~?.[.(I~, , , PROPOSED
e ~ LINE ~c 1 ~ PHASE
e TEMPORARY ~ Y LINE 1 w G BOUNDAR aT ~
n ARO U N D ~ o,~ r, ,TURN ,~~As N 2515 38 E ~ 641.33
}j!~ 7M(j/f~) 'C.t ~ t, ~ IT d .u ,m..^,l v~~ Y lid ~ ® O GVJ D ® ~ e ~ E® ~ ¢ ~ D 1®. tea. ta+ O ~ Ta { ~~//}J~~~ ~y i° mow`! \ Y ~ a P ~QO C'®. ~77 J i
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~ XISTIN PAGE N 8~ ~ ~ ~ E ~1 I~ ~ ~ / ~ Q ss ~ , l
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~l ~ P POSED
r~ RIAB W D d, ~
~ VA , „ , \ ~ , , ~ o , 6 ~ P.U.E. ~ ~
\ ~ ~ ~ ~0 BIKE \
\ \ i~ A~., U ESS / / . PE ESTRIA ~ a C-
\ ~ / 2 / / ~ ICI E 8c ~ ~ PHASE LI
\ , PROP ~SEO v~ y / 'S , \ Q ~ ~ s~ \ PROPOSED ~ ARY L_lNE \ / BOU(~D
\ ~ 2 \ \ ~ ~ / ET ~ ~ / OUTL
\ i ~ ® / D
~ ~ / PROPOSE \ \ ( ~ O, ~ ~ I ~ ~ 4 / ~ ~ ~ OUTSET 1
~ ~ ) ~ g~
\ U.JUVI\t_.~ w DETENTION I 1\4UVV Vl\ v \IVIL-l 1-1
IV I\ CITY OF COLLEGE STATIO \ \ \ \ i ! I
\ \ / s \ ! r 1 C. CARL KOLBE, ET UX
\ \ BASIN ELECTRICAL EASEMENT 3.75 ACRES
NO CITATION FOUND
\ C. 01 ~~TE TELEPHONE EASEMENT VOL VOLUME 3213, PAGE 335 VOLU MUNICIPAL, ~~cl.-oENT coin - . Flk._E NUMBER
2 ZONE \ / 1
loe NO CITATION FOUND VOL ME 321, PAGE 339
\ ~ l f 1 VOL 133 VOLUME 255~~, PAGE 000751 i?~
_,.~._..~..~._...w....._.._._._._,__ ~.W.:. `~~..E1iINS~; PI.Af QF }10R5E HAVEN E61'ATES, LU'~ 1
VOi,il~iE <13t~;~i, I'~At~E ~a, EASEMENTS TO $E A$ANDONED ARE OMITTED FOR CIARIIY;
- SEF:' EASEMENT RELEASE EXhiIBIT DRAWING FOR EASEMENTS TO C~'~~~ F`i.tltaCl t'~AIN t~?ii~A lIY AP►~f~OX1~~+1T~ ANCt~I~ E3A;iD ON 13E AgMIDONEq.
t~I3,~U~1II~~AL:;C1~,'k~IGI'iQtdOF T'EMr1~FIRM COMMUNITY i'ANF'l. fitC~, _ _ 4kit7~'f Cil1, 4q~, 1?Al'l~Q ,1111.1' a'-, 111Qa^ tAB RCVISED PE'f~ l.ORRR _
CURVE TABLE 0 ~ Jt1~1 tO ~.'.i1~1ij~ ANIl F"fMA~N~i~tMO`C)MMUNI~ I'3ANt~1, Nt1, /
>}~~~~7t t)tn_~ ~~i ~~r ~s-,li111' m~x,.1tJ~~t ,e CU[rVk RA~III~IS ~~t~TA TANGENT LENGTH CHD, BRNG~ L,C, ~
. t'1 0,00>,,.~,. ~:}~:?3'3>3' 3256' ..49,60' S Ol°45'34` E 44,14` ~ ' i~ ;~Wi~'4il`i:,lA~i(1N~r'ilAh !"';~NC~I ~i~'t~t`v;>Ik~1, 'I~~`Ih#!~; ~ ~ ~
i' t`~ _ 501 t1~~' " 3~D7'0?` 102,49' ~ .202,19` 'N 53e1~'16' E 200,82' 354 E3~' 45°04'55" 147,30' 279,24' N 42'1$'21` E 272,09' /
~+~t~= lh~@, r`I,~"~~ 114~~11~1~+1f~~ l.t ^,11k~llt`V ~'t~ h~l~iN4~[ t)t1C TO a "a~ ~ ~4,~t ~ r e . r ~ ~ /
lrl~~ 't~,`~1t1~~A4: AtlfltaN tai= i~l-t;16~fNC+ 4~A11;fi~ Nth MUNt~Mf~NV~ ~~1 t 5 (tl '35 55 01 8,10 15,67" N B9 18.11 E 15,42 ~ / r- ~1~1:.;("y3Ci 1i~.1a,'la , ~ NI~Ia~IN1, _ - 0 t ~.r..~811 4x15 240.54' N 3D 33.1b - W67,15 / ~ ~ , ~ Gv~ \
t~r~ _ ~'°~t10` 42°20'52° 9,68' 18,°1 E3' . S 32°:48'01' .W. 18,06'. ~ ~ ~ /
i 1~ 34 ~n 9~ 149,2i' ' S 36 52 n9 W :147,06 t, Q p.
1k s~V~`4,4th 1131 ~~1h11Nr,It1N q t~?tT' t_~3 11~t~ 4`04`56 126.55 239,9Q 'S 42:1$21 W 233J6 ~ / ~ f M, ~t~ltt~t' r~f?1 t4~? f~i~i~t~4~~~'11 f_iJh~ IN ~1II; ;,Clili)(~'1Sir1N, _ ,,.~a i , ~ ~ ~ e CJ ~C/ ~ - 1. ~ ~11 ~ c 0~ 00 .12,71 c2~,35' S 53 17`i$ W 220,64` /
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\ \ \ \ l 1 DETENTION \ \ ! l THREE
BASIN
\ \ / ° ZONE AO
W w~.,.~.~..~ ~._~..~.._.._.,~-._.~_._.m._.-....~..~.
SLE MLfiC"S AND BOUNDS DESCf~IPTiONS FDR ADDITIONAL ' EUR~ E T~~L:E m iN! OI~MAIION,
.~__m~,.._.__..__:.~.P..~.....~.,~_m~_~~:._.~.~_._.~..._._.__.-~.~.~..~.. _C_URVE RADIUS DEL.TrI TFINGENT LENGTW .CND; BP.NG, L~C,
~~y, (~1~ ~3 ~ a ~ Cl 30,00' 94°43'388 32,58` 49,60' S Ol°45'34° E 44,14' 1 ~...~,~~.w,~L~~ PiAT OFFIORSE tIA\LN ESTa~TCS, .LOT 1
1r1DLlf~1E ~x~8`~~ PAGE 35. 501,09' ~~°D7'07" 102,49' X0219' rv 53°1T16` E ~oo.a2' ~ - , Ma~.~.. ..~.~._,..._......~._~._.,w~._m_va._.. C3 354,89' 45°04°55~ 147;30' ~?524' N 42°~18'Cl` E .272;09' s~ s~
_....~...~_w....~..._~.._... _ P _ 1 {p\Z'~ ~ F~LOO~?~PLAIN~DATA IS APPROXI~~IATE AND IS CASED ON _ C~1_ 25,00' 35°55'1` .8',1fl' 15,07' N 89°18'11` E 15;4' t!,whei!`..
w ~ - ~ ~ i ~:5 50.00' 275"38'11 45,15' 24054' N 30°33'16' IJ 6715` Q.0'~ ~C, f CtvAPHit~lAL. D~.PI~~TiON ~~F FEMA-FIRM cDPdiMUNITI' PANEL N0. ! ~ ~ ~ $84'~,'~r.
5 7 .a~ f. ~ , t\"~ 1'\ Lt - 50.5'~833'.W 26 25;00'. 42°20'S2`~.9,66' 18,48` S 32°48'01" W 18;06' ~ ' Ne,~,~'~~~v Iat~G~ 1' i t,01 L~, t~r~T ftiD LiUL1 2, 192 (A~ REViSkD PER LOMR , . , - ~
C, 850A0 34 12 34. 7.6,93 149,27 S 36..58.09 ~ 147,06 r ! JIJt.Y i 2000 ANf? r ~,MA~F1iM COMMUNITY PANEL N0. o . ,c . c~, r . a r r~l~ _t } CB 3 9 451 p.b ~ ~ i ~vmm ! r P 04,8 8 1_6.,~ I2.9,0 ~ 421821 1j 233,76
~tSQ41 t;0 16,.E D, t~FA~ E~ D LIl1LY ti 992. n ; „ -j---~--; - ~ h`;~~® r „ _ . w...~w. Lq X5],09 ~3 C~. Chi r,n Tc22 ~ ~ 5a~17 i3' h~ 220,84 ~ ~ ~a
Ci0 :i6.~,~10' i6 ~~'ll" ~?1,'i ~6c,41 ~N ?3°2S 31 E '161,85 _ ~~~fl' S., ~ r ~ - ~ A, ~
C11 354 Ei9' Ib 48 ll~ii 23,41 N 37"07'23" E 23.Ai' l+~;~..'+'~;~,~1 ~ ,
Cle ~ X0,00' ' 3C 19'36 < 8;13 15,88 S 33 X7'35 E 15,69' , ,p ~ . 1. LASIwM .NT (xNA T D TO ~ r ~ 6~ t N E. :LONG STAB GAS COMPANI EY l,J. ~ Cf~
t~~,RISI~CiE ANfJ WIFE, ,,1lL(A BORISPCiE AS SEi QUT iN ! ~ ~ ~v o-~ ®5$¢g, Q
S ~ ~.INE TABLE ! l~~~~m~tiY ~ » INMTRUMENT DATED DEC~:MBER 1 t, 19.0, RECORDED IN ~ t'
VOLl~1Mt; 148, _PAt~E l~'17 OF TIDE DEED RECORDS OF BRAZOS LINE REARING DISTANCE ' ' ' d
COUNTY, TEXAS. L1 N 25°15'38° E 69;17' 9 ' ~ N 48°04'01, E
~ 1321;70. P-2 R ~ OTHE' EAS 9E TS HI I-I O AF T S RACT: L3 N_36°40'20° E .249,96' 4 ~ WR Eti N NJ C 0 ~~T . F~G~ HI__.~._...__ s ~
La S 53°19'03' E 20,00' e 1 ~ g
1. EASEMENT GRANTED TO THE CITY OF COLLEGE STATION BY ~5 s 36°41'x3' » 241,68'
l.6 S 48°39'40` E 224.49' LYDIA FRANCIS BORISKIE AS SEt OUT IN INSTpUMENT DATED e
SEPTEMBER 21 1978 RECORDED !N VO UM 407 P tr7, 5.79°Q7'S7' E 255,94' a f ~ L E AGE. 800 B I. , C$ S 51°86'12' E 19.19'
OF TI°G DEED. RECORDS OF BRA20S COUNTY, TEARS. ° p < ~a g L9 N 79 -07::57 br 289;47
~ ~ L10 N< 48°39'00' 4/ 229,23' ~ THE CITY OF BRYAN BLANKET ELECTRICAL EASEMENT
l.il S 42°04'01` W 328,04' NpT TO SCALE ~ RECORDED IN VOLUME 98, PAGE 217 OF THE. DEED RECORDS ° , ~
OF BRAZ05 COUNTY TEXAS, DATED. APRIL 30,.1937. L12 : s,s411,a7 S 129;93 0 Li3 S:'05°48'53° W 20,00
L14 N 84°11'07` W 14210' ~
~ 6 ; ;
W OR FORMERLY b~ , . ° NQ ~ ;y'
LONE STAR - :COLLEGE STATIO ~ 1,~
GOLF ACADEMY LTD. ~ ~ ~ ,
VOLUME 3077, PAGE 41 ~ ti SAS. \ - ~
. LOT 2
CITY OF COLLEGE STATION ' , 0 _ CIT g~ ~ ~ j AL EASEMENT 25.07 ACRES t ~ v~~~ 20 ELECTRIC ~ t
GE g3;; AND 1 , m ` t a~ ;a, VOLUME 1 164, PA
1~,_ \ M 20 GTE TELEPHONE EASEMENT _ ~
~ ~"W° 1 15 PAGE 39 LEGS STAB i0N AGE 335 CORRECTION. PLAT} ~ VOLUME 2 CITY OF COL VOLUME 3158, P ( ~
(T 0 REPI~AIN) I 20' ELECTRICAL EASEMENT \ I VOLUME: 3158, PAGE 335
~ ~ CORRECTION P~,T) &
~ ~ E ,,y~, s. ~ ~ r 20 GTE .TELEPHONE='EA.~EM NT 7 ~ , I A1:,E. r_~\:~Er~~t~~{1 d r ~ { L£~~1~,..., ~ ~ 15 PAGE 39 ° >
N~} G;!I~\II~~I~1 F~~I~NC' ~ f VOLUME 12 a
\ ~ r (TO REMAIN} 'p ~ ` .z, `~4 1 , ,
vv tI r \ ~ ~ ~ v eta :~,'vNU 1111 E,A~fav,~„ ~
~ ~ I '~v v ~~r,._t,.A~I,., l,1~~. , d
ti1~ ry, ~
\ ` F,. ~ . ~ 4~=,:, e{~Ij /[~,[JO~I~ E ~ . APRARENT ~ ~ C! Cb M+~~l.'RSS G°~ R>~'Y W CW d~'S~ i 0 L"^JC".~.^.^~~ BO ®6ffiffit~ ®~Gd t^~ WI ~1 ~ p L~ 1, ~~A 1~1 w `?V' ~l~" `~1':~! 1i `~I°ailA~~" , TC
i A 1 VA 1A A A~ ~ I ~ 4..._~ C ~ ' , ~ ~ L CITY OF COLLEGE ST ~ y ~ v` ~ ~ ~~~~a ;~l~~a;=~ !v ~:~~:~r:~r~.~ r ~ ~ ~ ; r~ _ ~ sEME►
v ~ ~a . vN., ~ v v , - , ~ - ,,,~~~:~~l~,,~°~ ~ 30' :GAS LINE EASEMENT 20 ELECTRICAL y ~ a N ~f 3~ ~ ,:3734 a ~ ~ GAS SERVICES LP. ~ NOCITATfON' FOUND
vv v ,a~ v , 1 v ~ MITCHELL v v,.., 1, ~ . r ~ AGE 295 ~i 20 GTETELEPHONE~:~EA' 1 , ~ vv ,v 1 ~ ~ f,.r oy \OLUME 4~7 P ~ TION FOUND
v y v , . ~ ~ ~rR ~ ~ ~ , ~ .U.E. & D,E. 1 yy v~ ~,rl r6 v~t.!.1,~r kl ~ 80 P . ~ v , : ~ ~ (TO 'BE ABANDONED) ;
~ ~ v , ;~11'1~!.t~ ~~r~1~t.~~..,N~ . ~ ~ / ~ c e \UOLUME .4285, s ° ° a 1 , v, 1~, ~,,A\i.~11~~ ti.~.., 1 ~~~,r,,. fir. , - m2 ss s~
1 v v , ,2r. ` , , ~ ..A~~L. , ~ ~ . ~ , ~ PAGE`35 1 v v vv ~A 1,.1.1.41 ~ v1,-,,, ~ + I t ' ~ ~ i \r~ > ~ ~ t3
! ~ ~ ~ A . ~ ~ C~~AN~J~)N..(? ~ , ~ SEE INSET. _ ~ E-1 ~ , ~ , ~ \ ~y~., ;t, ~ . ~ ® ° SEE 1NSEf 8. R-1 ~
1 \ r f, 1.:;~ Il. ~ l ~ it ms cm P~~ 1 A A \AV 1A v v v r r % f i / / i ~v A~ ~ ~,.~c' Tom/' r r
~ \ \ \ti . ~ .y~,,;' r~ J ~s~' ~ P~~ ~ ~~y 11\`~8 ~~~ea~--7`~ (~1gea5"~ 1~ ~ r.~ ry { ~i_ - r r ~ / / J ALT U ~ ` ~i C ~ _ _ -
1 l \ to ND4~ ~T~ ~ ~ r - ! / i ~ ~ ~ 4'4~J5~ E ~r Q1 i 1 1 v ~ v 7 rjA N ~~T1CrF L v~0 P. ~ rr i1~ ' ...1,1
' V `~t'~ ME 4624, ~P^~`~ T~7 ~ ~ r o , ~ : ,.._~~r.._------ ~ C, ~ r ~ I_U t~ ~ N 28°4 , ; ~ " ~ , SEES INS ~ ~ '
, ' ` ~ ~ ` ~ \ 1 . S INSET D a l1 , -i~' \ ~ ft, r i ~ ~ ,rj•!l 1 \ "1 ~ la t V / 1 ,t
1 , \ y~ 5 1~,~~r 20 SPRINT PCS o r ~ `
\ r , r ~ ♦ ~,•rti ~ ~ K ~+~'1t ~i v~'~() > va' n.+ 1 1' .4* N rr+ i/ ~ i \ 1 VA IABt~t 1NIDTH,- . ',r ~ y,,,, • ~ / ~ .6 g m ~ SITE ACCESS EASEMENT... 0.1230 AG}
' ---DRAIN\~,G~\ tASi;~iE~,~ ~ , ~ ~y LEASE 51TE 0.0991 A 1 p ( a. ~ ~
1 ' 1 ACfi~S- r , f ~ z ti 4593 -PAGE 39 _ 1 \ ~ r , ~ W , ~ 1 6,~ ~ 20 P.U.E. 1 f ~ VOLUME ~ \ D 1 ~ , 1 - ! VOLUME 5695,-.PAGE 121 1 ~ NO CL'7ATID , EkU C~\ ~ 63°113. 1 MENT 1 \ ~ r 1 1 ~ ~
R~- a ~ .s\, . ~0 DRAINAGE ;EASE 1 r - J', BE .ABANDONED , r \ ~ J ~ ~ ~ VOLUME 4285,'PAGE 35 1,, , r ~ P 2
~ r / ~ ~ S S 62°3 '4 W (TO BE RBANDONED) , , , ~
r, _ CLUME 4285, f , ~ rb~,.----' ~ ~ 3" , 1 Ir ~ ~ r ~ 01 1 \ \ ~ - ~ -1 ~ ~ ~ :...33.83 1 , , ~ ~ \ PAGE ~5 , f r ~ ~ ly _ 1 \ ~ ~ ~ t ~ ~ f
\ \ f ~ 10. 9 A \ \ , / f ~ ~ ~ 1
~ a~\ ~ s _ ~ ~ 51 ACRE REMAI to ~ ~ ~ ~ ~ ~ \ ~ 9. r _ ,w , ~ , ~ 1 s , W OR -FORMERLY ~ I
~ ~ f G,~ , NO _ , \ ~ NOT PLATTED ~ \ \ ~ ; ~P'\.' oe\, N' HERMANN, ET UX \ 1 ORMERLY
E 4285 AGE ~ \ \ \ v ~ , ~ $ , ; BURTO R NOW OR F VOLUM ~ ~ ` ~ ~ r , \ , ti < , ~Iw' _ MORTGAGE OUTLET, INC.}, ~ _ BURTON R. HERMANN, ET UX
VARIABLE ,WI H ~ ~ ~ g P G~ \ ~ ~ . YOUNOBLOOD TRUSTEE ~ ~ ~ + UME 2085 PAGE '-289. ' , ~ ~ ~c, \ ~ ~ ~ Q~~ ~ ~ ti\ BY ELDON L ~ ~ \ o , 1 UOL ~ ,
DRAINAGE EASEME ~ ~ V6 ~ :APPROXIMATE.. ~ ACRE TRACT r' _ _ \ 1f \ ACRES , 1 tip,,r ROUN LOCH 0 \ ~ ~ 2.05 r-` ,.a
0:69 \ ~ 4 G ~ ~ ~ ao\ 3 ~ : _ 1 ~ ~ PAGE 9 _ ~ `i~ ~ 100::. A LUME 5011, 1'r , ~ VOLUME 4107, PAGE Q7 ~ a ~ ~ A. O , ~ , oo, VO ~ - APPROXIMATE
~ .1 ~ IN LINE ~ ~ ~ ~ 12 \ \ ~ r FLOOD PLA ' ~0 ~ GROUND. LOCATI
~ ~ \ ~ _ VARIABLE- WIDTH _ ~ OF 100:-YEAR
~ DRAINAGE ;EASEMENT 20 ELECTRIC EASEMENT ® tINE 1~ \Of ~ \ ~ _ ~ ~ 3 PAGE 16 ® FLOOD PLAIN . \ ~ 0.22 ACRES ~ ,f VOLU E 363 , s
` ~ 07 ` ~ TO BE ABANDONED _ ~ ~ ~ ME 4107, PAGE E \ 11 LU , 3q , m~ -
\ \ , , 20 P.U.E. ~ s , y, ! \ , \ 569 PAGE- 12'1 ~ ti, , : ~'s~,®~
~ ~ , ~ LY ~ . ~n\ UOLUME s s 1'26'16 ~ \ , ~:,;Ye \ ~ ,NOW OR FORMER ~ \ f TO 6E'ABANDONED) o \ 1 l
S 7552'46' ld ~ 2 \ \ \ ~ \ \ \ , ~ ~ ~ \ BURTON R. HERMANN, ET UX ~ \ ~ \ ® as \ ~ ~ \ \ ' ~q i ~m N, \ \ ~ .:.289 ~ '
\ ~ \ \ ~ VOLUME 2085,'.;. PAGE ~ \ ~ , 1 s ~ ,
i
~ ~ V~,RIABLE WIDTH , \ o ~ < < \ 1 ~ \ \ 1 'L ,4 ~ ,
\ R~~NAG~ e AKIN ;EASEMENT e ~ ~ 1:11 ACRES 1 ~r\ _ , ,
1~ ` \ O PAGE 07 ~ ` ~~V UME 4 ~ r 0 ACRES ACCESS : EASEMENT i ~ \ ~ ~ 0.7 , ~
\ 1 ~ ~0\ PAGE 156 ~ , ~ ~ VOL~lME-2558,
~ \ \ . 1 r r a (PARTIALLY RELEASED`-1N f ' i \ \ \ t , . i ~ r r \ ~ TIED , , r
.4`~ \ ~ , ~ VOLUME 4142, PAGE 4 NOT PLA , , , ~ \ \ \ \ , ED , ,
S 7C,'S3"5b` ~ 4~s5'~---~ ~ \ \ , , ~ (TO BE ABANDON , i r
~u ~ , \ r - , m NpW OR F , ~ 1
ND~' PLA~?~CD _ ~ ~,`'~,a ` ' r ; C; CARL:KOLBE, ET UX r 'r 23.75 ACRES , ~ r
N OR FORMERLY a 51°45~4a 67A3' \ \ r ~ ~ ~ \ ~ \ > ~ ~ UOLUME .3213, .PAGE 3 r ~ r ;
D~\\rIS Mc~ILL~ TRUSTEC S ?6N'~' >~.x.,34,,2' 1 ~ \ ~ - , ~i^~ :;:PAGE 339 ~ t r . ~ ~ _ , ~ ~ ~ VOLUME .3213,.... , , r
1 x.23 ACRES P~ 61s~34'~8 44~4r \ \ ; ~ _ VOLUME -2558, PAGE 133 , , 1, ~ ~ ~ ~ r . „ a~ ~
~ ! i ! VOLUME 5~?7, PAGE orb ~~`14'~` E.1 ~V ~ ; ;
i ~
\
N 58 X531 V 67.x' \ ~ /f ~ ~ fr r ,
~ 1 \ \ > 50 EXXON (HUMBLE) ~ , ~ ~ ,
a ~ ; ; CITY OF COLLEGE STATION PIPE LINE EASEMENT / ; r r
1 '1 ~ 0' SANITARY SEINER EASEMENT VOLUME 513, PAGE 156 ~ ~ 1 ~
~ , ~ c, s®,~ S~ ~ ~ ` , VOLUME 1,30, PhGE 309} VOLUME 49, -PAGE 18 ~ , , r ~ ~g~` ; ~ VOLUME 854, PAGE 599 , ~ ~ , , ,
l,r, ~ ~ ~ ITY OF .COLLEGE STATION ; :'r ~ ~..rrnf Ani"f7PA17
! ! ! l , v c n
VOLUME 320, PAGE 374)
\ APPARENT CENTER LINE OF i t
~ w 'FERGUSON ! t r !
NOT PLATTED 30 EASEMENT, BURLESON COUNTY r ! r !
SCI, (MITCHELL GAS SERVICES L.P.) NOW OR FORMERLY
SHELLEY GAS GATHERING SYSTEM ! tii ! !t - u !
ET AL. J. CASHION, VOI:UME 2465, PAGE 120; TRUSTEE,
12.39 ACRES t ,
VOLUME, 3359, PAGE 269
HFltlgstrverl,GmJoCSV~73775 hNr,'a Hwe^ Pr aSC 23115ES0IA C,ig, 1911312Ps9 2.55:90 PPI, NP C~ : N.61i".x3, -
r t
r i i ALDERSGATE`UNITED METHODIST-CHURCH ~ ~ R-1 ZONING _ ; ~ I { WINDWOOD PARK r r 1 ZONING WINDWOaD SUBDIVISION ~ ~ i r ~ ~ ~ I I
CURVE RADIUS DELTA ARC TANGENT BEARING CHORD i / ~ , • . , , , , ~ ~ i 32.58 S 01°45'34" E 44.14 r, r i ~ ' ' ' • •I• I~• , , ~ , 0 r G ~ ~ ~ ~ ~ r ^ ^ ^ II ~ ~ NOW OR FORMERLY ! ~ 11 ~ ~ ~ i \ ~ y i i _ ~ ~ 1 RI2HOR11 SMITH I t ~
C1 30.00 94'43 38 49.60 r r N 41 55 14.71 110.75 N 37'05'47" E 211.45 ' ' r - - I I • ~ t C2 354.89 34°39'51' 2 r r - - - - X60' R . .
C3 200.00 31°03'39" 108.42 55.58 N 35'17'45" E 107.10 rr rrr - - - - - ( ( IGHT-OF_tnrAY) _ ' ' • •
4 62 13.41 N 79'02'43" E 23.64 r i/ i - - ' - - I - ' - - X C4 25.00 56'25'57 2 r r - _ - _ 45.31 N 30°33'22" W 67.15 r, - - ~ I T
C5 50.00 275'38'06 240.54 r - ~.,,r'-` _ -
18.48 9.68 5 32°48'01 " W 18.06 i rr ( I C6 25.00 42'20 52 r ~ _ ' r r ASPHALT PAVEMENT ~ I I i - ;
C7 250.00 34'12'34" 149.27 76.93 S 36'52'09:' W 147.06 ~r r ~ , - r r ,,r Q'~- 304.85 45'05'21" 239.90 126.55 S 42°18'21" W 233.76 r r , ~ t` I I t
C8 , C9 551.09 23'07 00 222.35 112.71 S 53°17 18" W 220.84 r r \ , \ ~ -
" 162.41 $1.77 N 33'29'31" E .161.85 rr i I I , ~ ~t C10 565A0 16'28 1 1 r r QI ~ i ,
C 11 501.09 23'07'07" 202.19 102.49 N 53' 17' 16" E 200.82 r r r r t 't { I i „ r y ' i ~
1 354.8 10'25'05' 64.53 32.35 N 59'38'15 E 64.44 , ~ t~ i . I I / a- , C 2 ~ r t / ~ t
r "1 I ~ , Q t ~ i I I 50' iROW ~ r
r r r r, r ~ ~ r ~ t r 27' B-B PAVEMENT / r r ~ r ~ I I I i ' r i ' r r ' ` ~ ~ i ,
r r r% r rr ~ r i t\ , I I I / t rr
r r' r r r~ r r r r t r r r r, r r r r r r rrr r, ~ r r r
INDWOOD J r r r t ' rr r ` ~ . ~ ~ (I ;
r , rrr ~ r r , r ~ ' t _
, rr , r r ~ / r
0+ r r r rrr 0 - I I Z \ d' 1
CITY r i r i I I w _ 0 LIMITS r , r , ~ c0 .
r r r M. ~ I I w r / ~ >
I { Q FUTURE RESIDENTIAL ZONING i r ~ d
r ~ X~ 18"SAN.SWR. I I
i , ' ' \ I I m r \ r \ " rrr rr i t 1 I I m 0
HORSE ~ r i ~ LOT 2 I I d' x.
HAVEN r ~ ~ , - , R FORMERLY I I ~ cv ' ESTATES r t, ~ NOW. 0 N o ,
rr `-'r LONE STAR -COLLEGE STATION I I 2 ~
r I I y r ~y r GOLF ACADEMY LTD. Z
r ~ VOLUME 3077, PAGE 41 (I ~
' ( ~ STORM SEWER 'A ~ 25.07 ACRES I
4 r { ( _ ~ WATERLINE
F~ ' FUTURE COMMERCIAL ZONING \ ~ r I
'pit ~ ~ RAINTR r - I r r 1
~ r
rrr 9~ r t r _ , r r /
' I ;,rrr ~-P ; ; rJ I I ; - _ f rrrr %,irr r < r I I ~ , SANITARY I
rr r r rrr r r r i r SEWER
rrr r rrr r , r r r I I r r ,~l rr r , r r r rrr r r rr ~ r r r r r ~ r ~ r r r, rrr r r r / r r r I( r r I
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ED A TX 77840 COLLEGE STATION TX 77845 / / / / Y / 12.39 ACRES A I/,IA7ED /ZO/ COLLEGE STATION, COLLEGE STATION TX 77840 3359, PAGE 269/
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