Loading...
HomeMy WebLinkAboutDrawings. , . _ _ , , ' n'.E ~ , ~ , : ~ ~ -,.-'nom! ,w,,, ..q... ~:.wnr. : , 4 , . _ .,T. ~ ~ ~~~r - . , a ~ ~ _ . 6 , ; ' ~ X42 ~cre~ B 2 . , ~ v um ~ ,~4 PQ , I+R~l~4y ~ . , 4Fres - r .42 V~rur!a Q~ N . %6,33 E - ~ p ~ _ 9 . (Futuna so':R aw) ' ~ a - ~ . Zangd A 0 ~pp~ 319 , N 45~I~316 1 i . zaad A-o . - - : . , • , ~ ~ / L ~ q-~-~~-:=~N 44°,34'14",E - 296.58' - . _ __r_~--~.- P *•'T"?" i : ♦ r . ti r~/~ A i 1 ` ~ , : ~ ~ IBS f01"' Futllt'9 ~ ~ 1 ~ , ~ , I r. ~ ( ~ ` ~ • w : - ?9 ~ , rr'~?' ~ ~ ~ ~ 0` i ~ I fj ut. , 1 ~ ~ ~ ~ ~ k r I I. , ~ ~ ~ , ~ , , ~ , \ , ' I ~ ' v ~ ~ ~ , R I ?B~ a .~.OQ7; Acres , ' , , , es , oF:~ a ure , , ~ ~ Re~lda~itlcl' mint ~n r~: , un. ~ , R '.l : d ~ on 6s ~4 ~ F° 29 ea m, ~ ~ p7 ~ ~ ' !at 92. t _ 3 . ~ _ R . . Q' i ~m ~ . : , a o ke ou # 2 Jp ~ , I 0 ✓ 50 RQ,W l 6 - - -5W - -5W -•-•-eW _¢W - -e ~i~ - -eW ~-eW -6W . 8 4, ' ? ~ ' . • = , _ 65,QA' es,OR 65,00 65,00 72.50 72.5 65.00' , 5 A 65,00' , 65, , , 85,A0' 65.00' Q~, ~ , 7 r7 I 3 . I ' / % 7, v ~,l 8 8 -8 8 8 ~ 8 8 ' e !'N 8 8 8 8 m 1 / M "Q9 t~ M N N ~T N N 1~ N 17 V~ N .N N N N N A 1~ d o d o 0 0 0 0 .5 N h /4 6 ~ ixi ' ' i , ' ~ ~ ~ / ~r~ lack. Bock S 20' P•U:E _ , , • _ _ . _ - - - - - o ~ - ► - - - ~ ~ 44 : , 59.34 , ~ _ _ ~ ~ _ i ~ ~ ~9y 7 ,~4 , 59.34 ~ i~•`~ Q,, - ''C r 65.A ' ~ 59 2A P.U.E. A R ~ , y ~ 8 ~ / ~ ~o / 5~ ~ ~2? N : Z! N 20 $ 1 ~ $ ~ 54 N 5,~ $ 5.2 R 51 N ~5p N 4~ N 48 6 N ~ ~ I ~ d ~ / / / ~ tln9 Pon 2B6 F.x~ e. Filled' 4 I i' s ~ / g6 tQ ~ / i ' ~/4 'Z'~~' 65.0 . , , . 9 ~ a•`~ . 65: 65.00 65.00 65,00 72,50 72:5 65.00 65.00' 65. 0' 65:00 65.00' , • bey ~l ~ ~ b , - : ~ 6 $h , r~O~ R a / a oo ~ W , . . r l . . • - - - ~ 9~e / •y.'' ~ - -s - -B w - -s - - -s -s w - -s s -B w ~ ir~ ~ , ~ I' , ~ , ; ~ ~ ~ ,AA' 61, ~ 70. a 7~,5A 6 COQ' 6, Q' ~ A l:~. ~ - ! , , ~A~t~l ~t~AQ `:Rt,~p ql , 9p Rp ' I ; , ~ ~2, 1 , yM 65.00 ' '`Ir. a I ~il~ '."'11110'.; b 0, 1 ' r m ~ m 34.4' 3S o b o o b E o 0 0 0 0 ,N' S• > 0 0 0 0 j 0 0 m 7 6, Zo N 5N 6 ~ I ,~7N 3BN 39 40 41N 4,2 N ~ ' I 'b 'T:. Y1 ~ N N y N T D ~ ~ s5:4a aA' - ~ - 120:00' 35,22' ; • 120 ~ ~ I I , 0 0 0 ~ ock ;.I : : ' ~ ; n a . , ~ : , ) w ,a , ~ 2D P.U.E. ' ~ 20 P.U•E• w Q 4 ~ ~y L 1 r , : o n, ~a. - ~ , 12,24 20.00 .0 120•A0 12D,Ap o o o o b 17,0 Q,',: ~ V 6 ~1 N 0 0 0 0 0 0 0 o a o c . ~ , ~ I . a . 0 1 .0 1 -o o ~ 7 o o ~ o ~ c '31 0 ,31 ~p 1 ! 9 ~ 411, +0 DO JN ~1 ,.I U70'"b' N NN N I N NN N N N N ' , ' r :I , _ , 1 ; I ~ ~ : ~ 65. 65.00' 5:00' 65.00' 65.00' 65:00' ' 7D.00 81.00 61.00 61,00 61:00 0.00 72.50 00 , . - -:R.CA Y'i•RCA,- - - -R CR -RCA- : ~ ~ Mg~l,'horn L~~ 2$Q ,~r ana Qur : a _ . : • - - - - - - _ . ` '-,~•a n,~ - - - • - ' - - - • - .t - wit - . - _ , - ~ . , , . , ~ <.6 , ' 72 A w 7 60' 65,00' , 65,A ' 65,AA' 6S,AA ' 65,0. . 9.. t. 4:. 6S,A0 ,6 .AO ,:''65.0.0 65.00 _ T0.76:'~. 66:50- 6 .50, 6..50 6950 69,5'. 65,pQ' : 65,Ao. 65.A0 _ 5,0A 50p 5, . ttn ~ ~ p , ~ y ~ , ~ . , , , . I , : : , ~ J ~ o o _ b b o b o o o 'o b o o b ~ b o b b b - a. a D. o. ::o ~`,7 8 o a o o D o $ o D g o o • ~ • p ' I : !Mr D ~2 , a S1 a 5 ~ 48 a a o 1!~". a 42 0 41 a ~t0 0 ~9 ~ a ,3~ ( 15 a ,•~N,, ,C ~~'N.; M_,, N :,rN,N N N N N N N OV ~ M N.M N N ~ e~ . r r.. ( t!' r tt .rye im r'' C I, , J , , r ~ N i' , , 0~ a , is , r. , , ~4. r,.~ ~1 : . ~ ~ 1 u, . i , : .1 , , ~ ~ o° ; , I w , : , Q P,p.e, , I, ;I ~ , , N k2a~ 1. N h N ti Q p p h p p p _ 'O ,~~Aq b ~ N - ~J: ~ N '(..O 8 8 8 O ,D _.O : D D C .8 O '8 • ~e*f~~. tl• ~Q~ ' ~ "p4 ~ r ' . ~ ~..p ~ ~ : O O O O ':O O.. :O '~0 ~ C 5.,/ a o ~ D ~~j~' o ~1 43,E ~,34 ~5 ~ I 1~ ~ 1~ 12 1~ 1~ 9 T., N ~Tr, N N ,~`I' Nr,,,N /4'", ~ 'I,~.'~.. t~N N. N ~ N N_ ~...NN ~ N N N ~,N ~ N ' ~I ~ * r I ~J . F"t, " r+ ( r t± r. ~ a I , 296: ! 4? t"'` ' 5.00 p ; : eS.gO' . L U 73:46' ! 6 : ' 00' .00' 65.00' r:.' ' ~ 6 DD' -65.00' 65A0' 65.00' 65.00 72.50 ' 72.50' 65:00' 65. 5.00'... 65.00' 65. ' 6 . _ _ _ R - - - 3: - B S/G, ,I, I f CA'- ~ . R C a- RCA PA O . ~ 5.,. , : : 121. M , 121.60' 299. : , , . , ~,~burn CG1~1' ~ , , ~ ~ ~ uliil7 our ~ I , ~,aw / , ,.so yaw, _ - - - - - _ -o - -BW - - 8W 0. ~ , - -e _ 5/tRaw• e -a eW~t -sW w/t-. ~ _sW -s ` i~ i ~ r p , ~ , ~ r r.. : Y~ ~f 7 2 7 0 5, 5 • 0'.,.. 5D . A' p: 7 • 6 65,00'.. 85,00 5;00 , . 65.OD, 65,A0 65.OA 5.00 65.00 ~5P i &4. 2f5,, 6.00 65,RA 6 ,A4 fly A 6 . , . s5 A 5 ii ~ ~ . . I. 65.00. 5 ~ ~1 ~1 , . Ir^ r , ' !8 n,~ 8 r • ~9 ` ( yti a $ n+ ~8 78 8 S 8 ' b 8 8 8 P, 8 ~ ~ f i j ' ( I. , ~t< ,0 ~ O v4 O in ~as ;'vn :,r'e ~f1f. O rY... +i~ '~M'..0 Zw~ -O !.f U ~M C ~M I ~ O ~ N ~ N _ ~ N. ~..~N / N ~ r r : y ; . , W ~ ' . \i e : : , ` , ~;1 . , - - - - - ' 140.61 36.02. 36.02 ~ 140.61 _ - - ~ , , _ _ - , - - - , n - l 1 , n • ' P• U,E: °r 0' P,U 2A I 296. ( ~ , h. N hti N b o b o h o o b b o b 8 C /`gyp O N f '~"V1 O O O O b(0:.. D' O a' ~.a -O. D ~ a , ~ $ 1 1 17 18 I 1~ 17 16 15 '714 1,3 12 ':0. a o- 1.2" 13 d ~ o o V o a d d d o d d .O ~~I~,. N ~Mr ~ ..~,E: N : ~ ~N N N N ,6'r", r N fV nn n r r• IT p. r - , : ~ i , 4y I N ~ 65 7~ .65,00' 5.00' 65,D0' 65100' 65A0' ~ , ~'75.7T 65:00'' ~ 65.00' 65.00' L65:00' 65.00' ~T6~.0 ' 65,00' 65.00' 72.50' 72.50' 6 : 0' , , 'RCA 'R4A • . . , : • t21.fio' ~ ~ 121. ~ OGl1' ~ ~ ~ , , ' ~ , t , , ~ _ _ _ Raw 50' , ` ~ 50- Ralf - Bp. R,Q,W,_ _ • - • - - - _ .B -'e W/1.-• - • -B B'WA• -B - w/i- -'S o w '-a , , 65,OA' ' BOA". ~ ~ ,~~a ss;o~ "~1~ Q 1 ~ ~ ~IT's; R~Gp_ , ~ .5• o _ _ ~ R~IQp:. p~~pA 6~,oA ~S,~D ~ A ~ , ,r ~ 65 0A' . i~ ~ i 2 ' a; h:I. , . . X X 1 3 's $ s ~ I' I ti s 8 X 8 8 8 8 A ~ y o a ~ 0 7 0 ~ o 0 o a ~ 4 5 o 2 1 i ,r" I 'f4~l~l':O ~ O O~~ O iff s ~ . ! '~~I';'~ T ~ N T ~ N N N - - - ~ , ~"N ~ N N. N T7 N - ~fj ~ d• I'. 'I ~ _ ~ , ' r; ~ ; , , 0' P •,t4D.8 . - 36.02' 36.02'' ' 140:61x. . _a . /G` . : 1 , : , ,mss,, a~ r!- , , r..;',. , ~ a ' ~ , ~ ...306• ; „ , , 2 P.U 2Q' P A . ~ ~ W , , , c , N MM o pp o o ~ g7 ~ to~~, oQ - k g s g f- I .•Q~ o ~ p~a f~~j a ~ , 'p , _ , .p, 1~ 1~ 1~ o r~ 0 1+~ 0 ~~3 1~ . FtiF.. N 4"~ N 1!~ N O . 1R .//7 ~ - N ~„i N N N ~ N 65 / 9.4I~7 : 8~ W ` ` , Oo 76;68': 65.A0' 65.00 65.0 ' ~ , - ~ ~ wa Q ~ 70:95' 0:00' 6 00' .00' so.aD' 65 0 ' 65.00' 3D6 ~ R , ~`h~: ~ N 53°5? 4~3 W ~ ~ _ . • - - , . , , L ' : /or CQ # ~ ,OO.DD' ~ ~o X` 15.T~ tifulLins Loo '~'QU#i~ , Y ur, ; ~-CX /p . r 'V I • \ 1 . ~ 12:37- fi!i•00'" .''65.00""'~ - 65.OA'~ : ~65.0D' ~ ~ 65.OA'- x 65,f ;'..void:^':.. nn' :'I.aenN aRnnr l i~J~, i,e~~ I. ~ , Delta = 08 *06 2 P.u. 1 c ~ 65,00 1t1+ ~ ~ ~8'',` y ~ I GQ P. I W M M "N Lq : a X16., 1 1¢ 12.M a11M 11 is 61 p r $0.76, =MOP I P 46 M Gh~! N 5Q ,D P. / k One Variable Width R.O: , Dedi at on W I 1 : 72:73' "65.00' 85.00" . [65,00'•- _65:00'. '65.00' -65.f 7 . ,37. 00 i mss,: . 3 + S 44 5S.J 77- S ^ ry p 1 ~IIMMM rr I ~ : 87 T - o 19 Now R.O.W. Dedication (Shenandoah Ph. f A9 i _ - PAW; A 4 mum* m; Mom 1-7711,77 Mmr tr ~ Meedaw8 0 FM AmoldTiect Fh L,4137254 ~ AggielEBd 3o6divi®on 1 AC. g, ~ ~ 4.tfi AC. ~ ?I1DI445 TmdB 0 ~ W W W W CITY OF BRYAN 10' R.O.W. EASEMENT s • 1 ' Gra am 1Zoad EXISIIN& 10 SEWER UNE 0 GTE SOUTHWEST INC. EA 1764/8 & 11) N E)4SiING y 4003 ~L211 H T2° WATERLINE ~ ~ 1 I i c - I 5~ i c I I 1. I 1 I I ICI t t I I 3 2 1 I ~ I I i I i J I I I ! \ 1 t ~t i 1 2 3 4 5 6 I I I I i 1 I ( ( { I 1 I i ' ( I i ~ I I i I I i 7 8 9 10 11 12 I I 13 14 1S 16 17 18 19 20 ..i I d i 4 I ~ ~I I I I ! I ! ki I i I I i I I I I~ o f o ~ 5 I t 15' INLET ~ 2 I I BLOCK ~ I l BLOC 1 I I ' I ~ BLOC 1 BLOCI 1 I L-- 24' PIPE ~ a I i i ~ o I I ~ " ~ ~ -~-;-8-.,-• ^-8--:-8 -5~--S-e -B -5.8 "-e--.,-o_U-_-3-8- -•;-8--:-8- ^-8. V1 " ks ~ 6- ~ " " i I 1 ~ ~ ~ QUhitevving Lade " j ~ " ~ ~ r " " 10' IN.L? 18• PI JUNC. BOX t ( 3 I - i~ ~ V G - V_ V Y-B Y B - Y-B Y-B-' Y B^ Y 8 - V B Y B V-B Yc8 V B- `FB--Y-B WB--~~ B Y B V B V e Y B Y 8--.-Y-B Y B ~-'=y m-~- r~ I I s i i - _ ~ i ~ 1 i -I ~ - - LOCK 4 I( BLOCK4 I I BLOCKS I I m 1 ti t t( BLOCK 4 ; 20' P.U.E. (SEE NOTE X11) - - I BLOCK3 I ~y rl 1 I I I 15' INLET ~ I 4 I { I I i t I . I I ~ f / ~J THIS EASEMENT PALL BE ] 2 ~ ~ I `j ~I ~ 9~/ I I I I I 3 r 1 I I I I i 1 ~ 4 t r 6 i 'l 9 to / r S I T ~ CONVEYED BY SEPARATE - - I I j I I ,(I ,r i ~ lj 12 1_ 14 r$ 16 17 I8 19 ~fl 21 I INSTRUMENT WITH THE 6 ~ ~t j i I I 1~ I I I i I t ' ~ I / t i i t i DEVELOPMENT OF PHASE 7 I m N c l S 1 ~ ' Ir1 ' I i I 1 ti ~ I I I I I ~ 1 2 ~ ~ , /1 I, ~ 5 a 1 L-_-- . - - - - - - - - - - - - - - -I 7 1 c~ ~ _ ` r--.-_-._.-- 1 ~ ~ ~ I I I 14 ~ 'I \ ~ I 1 i 3 \ I! I't r l 6 I Z 1 \ I I I I I I I \ I 39 i I I I I I II I~ I i I I I I ! I I I c c~ 4I 40 38 37 36 35 34 33 32 31 I I 30 ~9 28 27 26 25 21 23 22 s I~ ~ I I I I i ! I I I i I I I I I I i i i { I I ~ ~ I C I 1 I i i I I College S181inB I.S.D. I I I~ \ BLOCK 4 BLOCK 4 I I 7 I Gceh2mRoadSchoolSite - { 4 I I to INLEi' BLCCK4 ~ I i - ~ _ / \ PIIaSO i < I I i \ \ / ~ ~ Y 6 - Yfi- Y-6 - fl•6 - 'V 6 Y 6 V•6 - Y Y 6 V 6 Y' 6 Y-6 Y 6 Y 6 - - - - - _ - - Lot 1, Block 1 I 9 I _ _ j ~ L t " v-fi v v~-~ fi :r-:)! a- m- Y i7.39b0 AC: i I j , Crystal Dove Avenue " 1B PIPE " 3202/65 ( I ~ t- -r ~ 2" PIPE JUNC. BOX zorrEnA-o 1 i i i ! i I ~ - I lfl I I - - I I - - i \ ~ BLOCK7 10' a1L1LEr I J~ I 7 \ BLOCK 7 BLOCK 7 j _ I I BLOCK 3 1~ 3s" PIPE 1 - `I i \ s 1 I ! I I I i I I I I I { I I I I i I ' l l i I I I I 6 i \ \ 2 3 4 5 6 7 s s 10 lI ~ I I ! 1 I I I i i I i ! 12 I 13 I 14 I t5 I 16 I lr j 18 i 19 I 11 I I \ ~ - - BLOCK 2 I~ ! I 1 I I BLOCK b I I I , I `L_____~ d - - i I 1 r---- ---r - - - - 12 1s~ i• ~ I I ~ 110' INLET 1 i „ I I i n i I I al 3 I I to' 8 1 I ! 1 I I I I I I l I I I I { ! I I I I I i I INL~r I 9 10 11 12 i 1 i 38 37 36 35 34 33 32 31 30 2~) 28 2? 26 ZS 24 ~ ~ 7 I I - I 13 I m I I I i I I 1 PE 10' INLET I I I I i ( I I i i I I I i I ..3 i Z_ I _1 i ZO I i I I I` 5' INLET I~ d I 1 i s ~ BLOCK 3 n BLOCK 7 BLt)CK 7 1 1 I 4 I I ~ \ _ _ - _ ~ BLOCK 7 ~ ( i I - - - - - - - / I - - -B - -"-8-.: B --8-~- V-6~'Y-6 Y 6 - V-t Y 6 V-6 'Y-6 - Y 6-~ V - V 6-- Vi ^ i-.._Y-fi -V - - V{~ y y E ,5 y - - - ~f-i?-iT-if-ii~~ -Sr ~St~S!'-St-af Y6T-s~-Si-R-Si I ( ` Turtle Dove Trail " ~ G ~ ~ . n n-:r m- I i I I ~ F Turtle Dove Trail to' IN~T 18. JUNC, eox d I 14 I ~ " I F ~ ~ " I 5 " I I j I I Y 6 V 6 - - Y 6 - Y.6_ - .Y-6 -Y Y - ..--;•6 -.,-o -6~-:~ CI - -;~-6 -6i-v-6 ^-6--O-o: I-°-6--"o-G- 0 -Ei °-6-„-0- "-6- '-6- "~---5 1 - i ~ / - - - - - - - - - - - i 2a' PIPE BLOCK 8 j I~~ BLOCK 9 BLO~'K 9 BLOCK 9 ( I I r s I I 1 ~ 4' PIPE I f ~ f ~l i 42 PIPE l i l 6 ( 1 1 I I i I I ( ~ ~ i~ ~ 15 INLET I I ! 0 1 2 3 4 5 1 I, I( i ,~I i I i I i ~I i I I i I ! d I 1 2 3 ~ ~ ~ o I I ( / 6 9 ,1.0 11 12 ~ 16 1 18 i - - i__ I I I i I I I I ~ f l ! ~ I I J~ 13 I 14 j is j f 7 I I 19 ~ I I i I I I I I I ~ , I ~ I I 16 I a I ! m 7 n L--- - - - ---_L- - - ~ { I ( I I - - - - - _ - = --J~ rn I . - - a` r - ----1 f---- W I t ( I (~I az•PIPE BLOCK6 I I f o ~ i, r~l s I 17 I I I I i I I I I I I I I ~ I 0 1 10 9 I 38 37 36 35 i 34 I 33 I ~ I I I I I I ( ( I I i ( I l o I I I I Ic i g 7 6 ~ ~ I 3.. 31 30 29 28 ~7 26 25 24 23 22 21 20 I _ I f I ! I ~ to' INLET I I t i I ( I i I I i I I E I i I ! y l q I I I ml I ^ u I I ~ , BLOCK 8 ~ ~ ~ BLOCK 4 ~ i 9 r _ _ _ _ . _ _ I . _ 18 \ / \ BLOCK 4 BLOCK 9 PIPE ~ i I _ - 1 1" - ~ t° Y` Yb Yfi Y6 Yfi Y ~ ~ Y-6 ,-W6 - _ I ( Y6-Y-6 Y=f Yfi Y Y-fi V-6 Y 6 Yi Y-6 Y 6 V.~y~8 Y B y.~y y - - - I ~ Sf A-if-Ef-R-Sf Sf-Sf - ST _ ~ t(_n_ ~ Dove Landing Avenue`' c ~ ` Dove Landis Avenue " ~ " ,o~ ,N " 18• ~c ~ " ~ Ic ~ g ~ " ~ 8 48PIPE 10' INLET JUNC. BOX " I I PEI y " PIPE y -_s~ _ B OCK2 _ " I ~ ~ - - - ai ( BLOCK 10 1 BLOC I1 BLOC ll \ m /BLOCK 13 _ - _ - _ - I 5' INLET ~ 10 INLET I I 54' PIPE 1 1 ' ~ O I 20 I 12r ~ I ~I I I I I f i i j I I I IPE I I i i I I 1 2 3 I I I I I I I ~ I I I I i i o 1 2 3 4 5 J I I 4 5 6 7 8 9 10 !1 12 13 I I i 2 3 4 S 6 I I I I 1 I I I I I I I I I ~ 7 s ~ i~l i ! I I I I I I ~i I i I i `I I I l ll~ 1' C i 21 i z I , I - _ ~ I _ T I ---L-__ ~ Alle a Alle i i I I I 22 ( ~ - I , I I 30' i~pE BLOG'L~ 14 GollegeStationI:S:D: Gratam Road Schoor S11e I-- i I i I I I I E ' I j I to' INLET a I I I i f I ! ( I I ( ! i I l FudtrePl>ase2 , i i0 I 9 I 8 } ? I 6 10' I te• I 1 2 3 4 5 fi 7 8 9 11 i I 1 2 3 I Remainder=31:6338~AC: ~ ~ i I I i INLET' ~ ~E to' ItJIET i I I I I I I I I 10 I I 12 I 13 I I i i 4 i 5 I b I 7 8 f~" FlaodplainAcreage=2.9270AC I 23 ~ I I ~ I I I 3202/65 + l i I ~ BLOCK 10 ~ LO K ~ d I / \ , fl11t B C 1,. BLOC 12 I _ s., 1 1 ~ ~ '1 _ _ _ _ zOrrED A-0 Y-B Y Y ~ V B Y-8 Y B WB V-B Y Y V-6 Y 6 V-fi Y 6--~ Y 6 Y 6 Y-6 Y 6- V fi Y 6- V•fi Y-6 W E V 6' V 6 V-6 Y 6 Y 6- Y 6- - V-6 - ' ~ I Emerald Dove Avenue'- " i ~ " a c ~ Emerald Dove Avenue J~,c ~ I ~ ~ " ~ " i " ~ " ~ f " " ~ erald Dove Avenue ~ ---~5-6 ~.:-fi -6 A- A-ST-Q-A-A-R SI'- Sf•-Sf- r__-..r~~ / I ~ I . i -s --~=.-~-a --c sr n ~sr-n n_sr_ _a_ar I j BLOCK 18 BLOCK 17 BLOCK 16 s4• PIP - - - - - - - - - - - - I 1 } 1 ~ BLOC 16 BLOCK 15 PIS I ( I` j I 1 1 38 PIPE 10' INLET' I I j ~ ~ ! i i l l ! ! I I I ! t i 1 I E C I I 1 1 I' ~ I i t 1 2 3 4 I I 1 2 I I~ / I ~ i , I 5 3 5 6 t 4 7 8 9 i I 1 1 ( 1 I 1 I i I I I I 10 11 12 13 3, ~ 5 6 ~ ~ i I i I I f I I I I i I I ~,l ,1 11 ! I~ ! I r l ti 20' P.U.E. (SEE NOTE X11) 1 2 I~ 1B• < I 1 I i ~ l ~l ~ I ~ I THIS EASEMENT' WILL BE WPE ~ to' ( `c I I 1~ / to' ItdET ` I m } CONVEYED BY SEPARATE I - - - - - - - - - - - - - - - J NLET - - - - - - - - - - - _ - I ~ INSTRUMENT WITH THE - - - - - - - - - - _ - - - - - - - - - - ~ - - - - DEVELOPMENTOFPHASE.1. I---- ! r _ ----I d { 10' INLET - - I ~ I 3 I I ( I I~ I I d ~ i -i f I I ( 1 I I i I l I i I 1 i I f I I ~ I~I I I I 1 ~ I i I I ! { 10 I 9 I g I 7 I 6 26 25 24 23 22 21 20 19 18 17 16 1 4 i `C - 28 27 26 25 ~ ! I ~ _ ` I I 38' PIPE I 1 Ic 36' PIPE I I I I I I ! { I I I 5 j 1 I ( I _4 i 23 22 21 4 I 1 10' INLET I I i I I t l BLOCK 17 ~ I~ BLOCK r 6 so° PIpE 1 1 \ / \ BLOC 16 ~ BLOC 15 SOtiTktWEST- I - - PIPELINE CO. i - ^ vfi_ Y6 YE V-fi V6 V Y6 Y-6 Y6 V6 V-6 V6 V6 V Y6 Y6 , V6- Yb Y-fi Y6 { Yfi Y - _ ' I B Do R P " a y -fi Y-6 Y 6 V-6 V-6 Y Y 30 EASEMENT _ I 5 { I ve un Trail I Dove Run Frail " I " ° ° " JUNC. eox ~ Dove Run Trail VOL517, PG.507 I j I: " ~ ~ " a m .4 ~ --.;~---:T.a- n- - -~-n-n-n-m- - -n~iT.-ar sr-sr-a-~-~- - - . -:-6 --^,-e ---y--- i ~ } i I 6 I a I I BLOCK 14 BLOCK 20 BLOC ' 20 - - - - - - - - - I p, ~ ~ ~ BLO 2I I r PIPE - I ~ t 10' MLET' 10 U1LET 1 1 f.~ ;r i ~ I ~ i ~ I I ~ ,h t { ~ 11 i I I I 1 !J! I r ~ ~ 10' INLEi I I 1 z 3 4 5 L ~ l I~ l~ I I v, 1 i I , I I I I o ( ~ 1 1 ~2 ~ l . 1 I I I ! , I Z I 1 I I ( ~ I l i, 3 I ~ Ii 6 7 / 9 10 12 I3 I r 2 3 4 J $LOCK 18 I I ~ I t,t I rr' ~ I j, 1 1 I I I I j j I I I 5 i 6 I 7 j 8 7 I I~ l i k l l t ~r~. 1 r, u I~~ . I I I 10' INIEI °'d ~ ~ r ` ~ I i i i I - - - I- i - - 1 1 - - - - - - - - - - - - - ~l - - - - - - _ - - >v 8 , V' YPIPE ---I G I-----I I I c I d I t ~ ~ I I l i i I I ~ I I I I >v i I 1 I I I I I I I I I I I I IO ~ s 7 6 ! a i l 26 z5 , , I r4 ~ ~ i i f I l ! i I I 24 23 ~2 2t .,0 14 18 17 I6 15 i 23 27 26 25 24 23 22 21 I C I I I I ! I j ~ 10' iNLEr I ! I I I 1 I 1 ! I I I 10' INLET m I I I ~ I I 36' PIPE ~ 6O' I i I I i I I i I BLOCK 19 ~ ~ BLOCK 20 ~ 1 ~ I i FB, m, B,.OC 20 B BLOCK 21 to' INLET Ir Vfi Y6 Y6 Y-6 Y6 Y 1 Y3' I Y-f V~6 Y-6 Y-6 E Y 6 'Y-6 ~ Y-6 Y-E Y-6 Y 6 V I' V E V 8 Y- n..~ zr-ir-a-~=st=~s -a_~fB zf_ V_B ff_st V-Bn_n!I-s~-si_Yf_st- I 10 I I t Dove Chase Lane " ~ " Dove Chase Lane " JUNC. eox n I ~ I I< I< 6- F ~ " 30• PIPE Dove Chase Lane " e s e s s s B s s-o f I - - - - - - - Q. rrc r ` 32 L - BLOCK a I I ' BLO 22 BLOC 22 10' INLET a t~2- 2' 1 1 -r--l 5' 18' I WtJT NLLT PIPE 16' BLOCK 6 PIPE F 2 4 s 13 48 47 • fI 1 44 4~ 44 43 42 41 I E J '6' I 1 4 ' ° 7 I s 9 I 10 II f 12 ,o' IN 2 3 12 PIPE 10' PE 60' PIPE 0' INLET R-2- 23 I CKL - --J JUNC. 10' INLET V-B Y Y B V-B Y~ l BOX 7 ~ m ~ F V-B--~---V •B Y V ~ Y B -B Y-B Y B Y 8 V B t- -W-0 f I 48' PIPE 6 y t- Fli21 JUNLIM11- C 42° PIPE I Z 8, PIPE Eagle Avenue 10' IHLs~ 66' PIPE JUNC. 80 FH22 66. PiTM B NLET E S S S S 54,.. S- S S: -r PIPE R 4' PIPE ~ CITY OF COLLEGE STATION 20' P.U.E. f CONCRETE EJwazdProehlmy 66' PIPE X CONCRETE ( 3393/1) HEADWALL 9.8 Acre Tract NFADWAU. ~ ~ F.M.AtaotdTtm3 F.M.AmaldTioct 1,4137/154 Q Sa6divieim ~200f4484AC. ~B ~ ~ ~~'i~r ~ lb2 ~ 4.76 .-ZONFDIt-2 ZON~A-0 ZONFDA-0 Y Y V y. Y V Y y qTY YAN 10' GTE INC. E 10' R.O.W. EA ENT k RO snNO 1 w+e 4oD 17641 & 11) 0 1 tt 1 4T . PVlff. - 70' ROW J a 12' iVAT1]il6tE o I t ( ) N43 014 ,9 7 721.5 _ - - - - I 1 5.35' I ~ \ j ti z z z z a z I I z z z z z m t t ~ ~ ; Ic ~ "I {p.~ s~ ~ 'ro~ 'pig ( I ~,a. j Al~ :^Ifll 2 al 1 { , Ni0 Nlp NI~4 '+`I~ 'i~ CIS ~b I ~ y + ~ VIO m'O m) O~~'N { S4P2r p"~r 3 a `2 tmfDt ` I 1 p 2 r, m+ S"~ w~ w~ 11 p •R ~ 18 v 19 w - N, 21 ~ °s~~ Ja a Jw w 3 ~ 4 N 5 ° T J 8 a 9 10 w IZ N 13 ~ to 15 aw 16 ~ 17 m v aw o D 115. ~ ~ JN Sim i a;lm Slm -1m wim m >Jm ylm Sig ~ ol{$ NJm m aJm .Im Jm Jm J S. I „ ~ ~ \ I rl p I ~ (D 2 { BLOCK2 1 B 1 I I B 1 z4 ~ . 4x.+>g- ax' ~ ' ~ y ~ 43,01 504'_ Sx•5„_ 5asa~ .;rasa- .Bn.~ _ .~os>r:. 31Lxx1 55.52✓ 5552: S55Z. Ssaz_ g _ I ~ 11soo' \ r ~r WhitewingLane ,a. 1e• 3 n ~ zr e-e wsPx PNII aC Row ~ ~ _ $ i r y ~ r r ~ S41'2r43w 1' --r- - - - r-, - - - - VSSS $7.3t~` 4;174 \ a 115.00' \ I 5 + ~ / - ~ / - s2 50.00' 55.0U se,ad' SS.OD'- 55.00 ' SS.od' S5,o0'- a Bass Bood1 ad" 5~a112`r 55.52 55,52'- ss.~ BLOCKs I • ~ LOCK ~i 4 y. ~ 4 an ~ 1 i t 4 z z z z z z z z z z z a ~ QOL1Ef;E STA710N 1 l `rj I J ~ ~ ' ~ ' ~ : ~ ib' t11Et { YONUIEtIT /131 S41' '2iw { BLOCK3 6, ~ =1~ ~IS ,I~ ~i~ n i 'a'o IS 'IS ul a u 'al ,'a ,'al a~ ui~ a a~ t'2r~13'W i t 4,52' 1 a 2 a a u u ~ 9 I ~ ~ ~ ~ 20 21 I ~ 541_55'2iw ~ = . w .g~$, 3 $ 4 e 6 i. $~r,. 10 ~ 1 ~ 1 $Iw 13 ' 14 $ 15 16 $J 17 $I 18 81~ gad' Jo ° t t tS.OD' ~ 6 ~ ~ 1395r ~ e, gim gim glm SJmI Jai .Im I ,I -m Jm ~ ~ 5 . - t_5s'stw ~ ~ ; 2 ~k: - Tw1 - sot r±3w - - rn 114.52 ~ ` - - - - - - ii .00' VJ al i s4r55'~1w 1543__ 35.0A_ 5'L 559R: _55,G9: T ~ _ 55.52' 35.5?'. 55.52 55.52'_ SI34: , . ~ u-~ T m ~ 1sao2' ' G C ul 't I _1Y ~ I I ~ \•p': z z z z z Y z z z z z z t t i 155'21w I Z 3 c~' \ ~~9 i ~ ~I s41_ 4aw D 1437 a % ~ ~ u a~ wl~ ,'al , a a) w~ al,°r H clot, 0'a alb ulg m • I~ ~ 24 a ~ 131" ~ 11 W RALPH D. i l t. 4i 40 • 39 • w 38 • g 37 36 35 ~ 34 33 32 { 3 3 29 28 27 26 _ 8 S t. 8 8 S ' 8 ' glw $ • gJ~ gJ~ g~ m SIB gl~ ! + N g N . t• 27~t 'S. \ glm gim .Im .Im .W~ Jm Jm I al ~ ~ ~ • I 7 ~ Celled 10. CoOege ~ t , I r \ BLOCK4 BLOCg4 I ~.I ~ ta• Nar BLOLRC4 / \ J 1481300 uta1~ s' t ~w a I t v,. \ .s5.xo_ s5att .s5.x0: 50,58'_ 51>90J Lau. 5552'_ 55.52' 35.52: 55.52' 55.Ss: 57.44'.- l~.ig -y ~ i ~ \ '+k _ _ ZONED A-0 1 S41'S5'21w L,' _ Lot 1, I 9 r• y ~ J \ C slat Dove Avemle ' z4• atrc. - ~ 2 173 A . o,{ I 115,00' \ ti r „ 2 e-6 A9'N P11tt; aC ROW ~ y 3 i 1'S5'21w ~ ~I \ ~o-a -'--s•e •e - 114.52' Yk; -T - - --r - - ---r - - - - ~ A + ! 5 d 1 \ sz '65.00 ' SSOOr .03 5804- 530'- S5.t13 65,00T - , o0 3K6d sso~ -~'sao'' S5•o'~ 5aoo sad- ~ s ~ 5ao~ 55. ~e \ ~ to . '2,w \ i ~ BLOCK7 awcx t uy sot 55_ 7 fi BLOCK? z z z z z z z z z z z W ' fit. . t'W 1 I 115.00' b ~ HLOCK3 \ ``a ~ i~ 'I~ ..lo ' ~ -.i~ uI~ a~ ul~ w ul~ wl~ 'a~ al~ + ! I ~l ~ ~ 1"$ ~ u~ ug a~ u~, a a~ N# $ ~ ~ ~ ~ ~ 1S. ~ I sat w ti4.52 6 I 1., SIw 2 Sim 3 8~; 4 $Im 5 8Im 6 SJm T m 8 Slm 9 8Jm log • 11 Slm 12 8•{~ 13 8Jm 14 81m 15 8Jm 16 ~J~ 17 SJm SJm i15 ~ .m BLOCK2 al t•s5~'tl--t1 I \ ' 'i f ~ S41'55'21w ~ - - - - - _ -----~}t _ r4'----_--~ ~ _ 11452' ~ ~ . _ - ~ - ~ - 11 - 509D_ 599x_ .40.0x- 5614' t„ 'x5 ..N; > : _ _ 5• _ - l 12 ~I te' ~ ;4, ~ a z z z z z z z z z z z ~ 3 J i N~ a _ ~ :S sS ~S ;S •55.21w I ~ ~ - ~ ~ ; ~ ~ ~ ; ~ ; ~ ~ S ~ S ;ISp =1S ;~p I I I Im ~I I • sot' 43w - - n ~I ,I I I al al al al a u~ a op u u a g S" ~ ai. ? ~ u r. a _ r114S2' ttl 8 ~ g ~ 10 • ~ 11 ~ ti l 1':, 38 ~ 37 36 : g ?5 34 33 32 1 30 29 28 0 27 26 25 24 23 22 2t 20 xET ~ $ w S w $ w $ w 12 1: ttr r 8Jw SJm glm : oJm _ _ glo gl~ $Jm Sim >31® elm gim gl@ glm SJm $J o $Wo' Jm I i .ao' _ _al .m - ` Ilan 4 _ ~ _ ° agf ! 5 neat n HLOCK7 B , 7 ELOCK7 ~ 1~~ 6~ ~ 1~~ •~„t,, $ I ~ _.eaxa_ ~axt~ ~xxx: ~,r~' ~ .sssa_ s~~ _3axx_ sacra' ssxa ,.s;bxu_ _ s;5aa ~sx~. .~.a~ ~ s4t_2r~3•w I SCALE IN F ET al Turtle Dove Trail Turtle Dove TratT amc. I 5 14 NI I r PWI; aw Row r { r r `.3 zF tt-e A441 wwlr 57 ROW i--_-~-:-.---si ~ ^'---sue---s S4T2r43w ~ ~ - - - ~ - -.1T,S' S5.5T 55.15'- 55.15 15 55.15'- 55.75 65.13 ~S'- 35.1-'5 65.15 ~5'- 55.3' :3.15'• 65.15r 38 \ 115.00' ~ S41 '21w I / Bt•B7-` -81.67 Bi.6 :00 \ ; BLOCK9 z z z z~$9z z'tz' l l~ 6 it 2' i 8z z z z LOCK = S . ~ ~ & - ~ ! 4• ; ~ ~ ~ - b i- b I Im I I 15• ~ t7 i - sal. 43w IS ~ + + al al ~ al wl~ u~ a t, a~ a~ a,~ u ~ w„ m u Q w~ D ~ 0 1 11 ~ 1 a,{ I 2 3 e ~ 4 F' ~ 5 ml " 1 ~ 2 ~ w ~ 6 a 9 0 ai Il $ ci 12 13 $ ' 14 $ w 15 g w 16 S 17 $ 18 g w 19 ~ ~ 175.00 42 19 42 E X1.8.84 •55' SJm elm $Im ~ glm gim Jm $ 8Jm gim .Im .Im .Im .Im ~ ~ m 16 ~I - - - s4'_----- _T- _ - - - ~ ,~xrsw t a - ~ - - - - 55.Li _55.15_ .5515'_. _5513 5515_. 5515'_ _Sv` 1~.. .55515 ~'i.1,4. _45.QQ. 115.00' I t•SSZ7w i r~ = '._.T = - -B ~~,xn'- -~.5: _55,.1 _ _55~.s_ ;x•15-- - BLOCK6 { t4S2' Z a I z z z z Z z z z a z al ~ ;I ml~ wl~ a{~ ~b ~I# I6 m k I °I ,I~ ~I ,I~ :a s4rzr13w i. to ~ li m~,; 12 J 13 ~I i4 0; 1 I I I I ~I b a° a a a a u a ~ ~,w +m &m m yltb' I NJm 1" 1 z ~ I to to $ N w w a u a . ~ 25 . ~ $ ~ • ~ ZD + + 115.00' a~ ~ ~ yt ~ ~ ~ ~ a ± + ~ i 8l a 37 a # 35 w ~ 34 ~ 33 R 32 31 • ~ 9 . 28 . r: 27 • 24 . ~ . 22 - 21 •p sat•55'2tw 1 10 glm 9 SJm 8 glm glm 6 I ~;+4'a 8lifl $Im 81m $Im SJm glm g giw $Jo S.Im $Jm Sm $Im SJm 8Im B,Im $Im I g ) /^'~1 ~ ti4.52' I ,t ~ ~ m a Nar ~ ~ ~ ¢ ~ ~ ¢ ~ ~ ~ ~ ~ ~ ~ ~ BLOCK6 t 41'13: o I BLACK 8 ~ 9 BLOCK 9 '~`I}' s near 3, `to>" `d~ pa. \ J,. ~SSQO: 55.x0_. 5595 550tt 5502 51.45' 18 BLOCK9 0 y \ _ 4L _ SLBZ'- / R. \ 5515:.. .5515- 55.LY - X15: 5515: 3515. X15: 55J5: .55.15. SriL~i 5515= _5515_ 55.15' X75:. 35.15. oil ,Q + 1 - m - - - . ~ - ' lw r ~ r Dove dm Avetlue r ~8 ~ 10' ~T d i 48• 10' NET PPe" tr PPE Dove Landing Avenue W 714:52 I Dove L1lnding A ue , e ~ g rr a-a Asw rwr ao' Raw r ~ 18' 'k 2Y B-e APH PWIf; 50' r 71.6• ASPII PWT, eB ROW r P 19 SI I _ _ n - - - - - - - - 6&18'-` ss.1 56.>r +x- LOCK2 a - 50 40 5s.03 ss.od' S530r 55.0 Bs.od• 55.o0r 55.00 55.00 \ / 40.00'•-58.t8~' 58.78'- 58.i8'- s4.?d -58.78, Ssad- 58~ s5.~ 5`eaf3' 8'- \ S4P '21w ~ 32- 50.00 50. 50,00 32 \ / H 11 11 H 13 ~ NEr z z z ; ! N42 114: a,~ ar~ mNET B 10 a a z z z 51• + + I 2 a ~ = I ? ~ ~ r.,,s ~ ~ ~ ~ ~ .I~ ,I~ ,i~ ~I IIp ..i° -'l0 1° 1° I Ip I I to Ip I 2x al ~ ~ 'g ~ aI IO fpI° aI0 fll° a a a ag N# a,r 1 u+ 2 Q1; 3 u♦, 4 ~A uA 6 a 8 G ~'T U+ a+ a~ I N ~ ~ ~ ° NI ,I ; I 1 • ~ /2 • 3 5 a+. 6 g I I 5 ° 7 ° 9 10 ' it 12 13 14 al m 1 2 ~ - 3 4 ~ 3 6 Im ~ItO` w oJm .ro .m `SJ~9 g 10 glci 11 SJm 12 $Im 13 I ( $I~ g~ gim w o~ 8{~ Slm S) ~ 8{$ 8i~ I ~ Q 1 s4t_s5'r w ~ ~ g~ glm glm ; i 114.52 ~ ~ ~ ~ / ~ B 13 i N42 f~ gg~p l i F i N 21 Z~ I I t___ --r ---T --T -..,.-J t.--.T---~ --.r _f .__~:.1 - _ __~J ~ 1 - R r r+ r : S41'55'21w Flo - T - ` - - ~ S5f8Lr 90 5Z•50 I ~ ~ ~ • _ ~ N42 ~ . 11452' I' ~ ~ _ _ _ _ "19. 54.1 54• _55t5. _54.]5_ 381a_ 54• -38ZD_ ~ ~ ~ ml I ~;~c BLOCK 14 t' ~ `J ~ ~I a a ~ z z z z z z z z z z z z z z z z z z z~ z LS.D. ~ aj NIA Nb NI~ NIA NIS ~ ~ ~ r W : W ~ r ~ ~ ~ ~ ~ to' Nar :n„"~: " ~I~ .-'il~ r ~ .'a{~ .-tiW r ~I~ ~ ~ ~ ~-c{~ I ~ r+ V v v V l i I I Flo I iD I O a a a a 'm a a a a a Site ~ s41_ss'21w u~ ,p * ~ ~ $ i i I I o 0 0 - 7 a: a a a~ m~ a~ a+'m+ a„ a~ a+ ag I } ~ 1 ag 2 m~ 3 4 . ~ $ 6 R $ R $ • ~ \ I N F 2 ~ 114.52 w ~ t2 $Im 11 10 $Im 9 gim 8 8Jm tWl r 1 R 2 w w 4 w 5 a 7 glm 8 gim 9 gim 10 gim I l gim ~ gim 13 t glm gim glm gim 5 8Jm g gim s gim 9 gim SJm Il glm lz gig 13 $Im 14 ~ , ! v N42 3.633s AC. I ul ( ~ ~ • ~ ~ naET S! m . m gl,; glm glm m leia =29270AC ! B 10 u BL 12 12 n • IRar B 14 ; 5 ~ - - - / 56x0: 30.x5 5601 50,Qtt / , ' + 1 55.00' 35.05 ,.Ott _550x: 3505 55•xff 55.0 _ ~iGtt ._550 .555.QG / + ! 411.01E 54, 34.15 .56,19'_ r8.tl~. 561 _56.19: 561x'_ _56.110 - 561T _38.28' / r Y - - { E d Dove Av ue r I ° , r r Emerald Dave Avemle i Emerald Dove Avetme o r PPE t, a zt' 6-e ASPH PLAIT 50' ROW a r ZT e-e ASPN PYMT, 5tl RO'N w r r w 2t' A91MI PMIT, SD' r r _ _ _ _ _ _ _ ODr OOT 50.1td 3 4>~' 40 55.00 00'- 55.00 55.OOT 55,OD'- 55.tj0' 58:00 55.OD'- 55. 55.00' 55.00'- 4d' \ ~ 40.00 88,03 58.03'• Sso3r 58.03' 58.03'^ .03'- 5&03 511.03'• 58. 58.03' 40. \ - ~ ~ 1 ~ \ / 32 50.00 50. 50. \ { i B 16 a is B N4z BLOCK is 1 w B z7 z z z ~ B 16 z z z z z z z z z z tC z z 1 z ",z z Gl z z z z j 11 v ~El 1 1 ~ ~ ~ 1.. i ;~lj;-•f~_ I.~ W \ I i ,I~ ~I~ ,I~ ,I~ I h: ~ PPE ,I ~I~ ~ ~ -I I I to ~ o a a a al aIo (o 'a~ a a ,,l nr'af_ 'a u+ 5 I $ ! ! a° N a w a~ a uR u+ . ~ uR w~ ag • ~ • ~ td 1 . ~ . ~ . Y I . S4i tw 1 ^ 2 ~ 3 ~ 4. P 5 6 0l t b~ 2 3° 5 6 7 8 w w w w w w $ $ ci $ ci $ w 9 $ cl 10 $ w 11 $ 12 $ w 13 0 ~ $la m 3 n m SJm glm ,gim 9 $W'm ~;~1; . ~ $I~ 13 1 m 14.52 glm SJm gim glm SJm eb gim eb glm .Im Jm Jm .b .im .Im .Im Jm ~ m I ~ t' ~ ~ ~ ~ . ~ ~ t' ~ ~ t' ~ ~ ~ tt ~ ~ ~ ' ~ ( ~kr--~-... . i ~C r ~f ~ t, 1' ~ N I Nor ,e• 1 l to l . _ ~ { I l 11 w1 PPE - _ - - - - 'S41'S5'2 m - - ~ rw g ,s, . " ~ , r 559x'_ ~ - _55.x: 59:49. .5597_ _ 55,00:- 559x'- _55.Qx: _55.41<r -45.QlL, a d - 54,61 54.aL 36,41:-. 5493'- 5561' 56.03. 384'tT 95' _56:6L ._54.x3: 38 _ 5H.41. _ a4.44 ~ ~ t -"~t' f ~ 4 I •1a'RaErS z z z z z. I~ z z z z z i ~ z z z ml ~ z z z z z z 2 z z z z ml vd 11 JJ w ~ ~ ~ ~ ~ ~ °I ' ~I~ .,I -'I"' •'I -'I b b Flo to "lo ai 'a~ al° aIo w ul° 'a~ al° a al a S41'S5'2tw 'I I alO al alO al al 8 - wl~ ~ a'D\ a N a o a ~ ut ~ W ~ f~ ~ ~ u ~ n'+ w ~ 2 26 . ~ 25 . ~ ~ r ~ 21 1 ~ ? ~ ~ . • 1 • + 11 ~ 10 ' ? 9 • ~ 8 ' ~ 7 ~ 26 25 + g 21 20 19 ci 18 w 17 16 15 w 14 ~ - ~ ° w 7 w w w ~ ° w ~ ° w 20 w 9 18 17 a 16 a 15 ; $ / 114:52' ui $ w $ w $ w S w 8 S ci 2a w -i3~ glw $Iw SJm gim gliS SJ~ gb oJm glm SJm SJm elm SJ • o•Itc S m gim 81m glm glm Im I m m I m .Im .Im .Im Jm I ; 31' PIPE .Im . Jm . . m `~1m-~ . m ,o• Nar ~ ~ >t ~ ~ ~ I 4 ~ ~s' ~ t' ~ ~ > + + ~ ~ ~ z' x $ i ~ ~ eo' ! ! ~ . ~ Nor w ~ t BLOCK 17 B 16 16 B 15 C Nar B IS ~ 1 / \ 554tt / ~ 499➢~ 54,61' _b6.A~ 5693'_ 54,61 _54.03: 38,4'L 54:6T- _SB.Q3: 54.03'_ 35.45 56.67 38.26' SOUTH . ST 1 l s4r55'21w \ 5Q: .50.xD~._Sx.Ox_ s40Q: .-55xu_ .55,x' s5,aa 55.xx_ .55.xa s5uu 559 .b5.x0 - - - - - - ~ 1452' - - - - PIPELINE CO. al a • ~ t r I r ~ Dove Run Trail r ~ r ~ ~ ~ Nor 30' EAS T 5 s^I I Dove Run Trail I 2r she ~R w w r r zr e-w ~e Pwc Row ~ i VOL517, PG 507 wi R z e-e 15r1t rWtr• 5u.lfowr n _ _ _ _ _ _ S41'S5'21w tB' - „ ° = u n a---.°-. ° n-° n c- - - C 71 ~ .n.- - - $ - -'04'"Be.od- s'oo0 - - Bso~ 5500'' Ss.aO Bs.4d- 5soo'- 55.00 65:od' ~aa'' ss.o0 Bs~od' SS.oo'- 4a \ . 55.E Bs.aRT T s5- 55.88'- ss.as'- s5.e~' ss.aeT s5:~ -see'' 44.41r \ ~ 114:52' / 32 50.OD 50. \ •N PPE NL•T $I a•[ B 9 a s 20 B zo B 21 B n i - 6.. _ Z 2 Z Z~ . A Z 2 ' d , Z Z _ a Z 2 2 Z Z 2 Z 2 Z Z Z Z a ~ to two • ! o naa, _ 3 ~ ~ - _ ~ ~-an e..er ~ : - - u , ~ , ~ ~ _ - ~ ~ ~ ..~a~ . - ~ L ~ ~ ~ ~ ~ ~ 1 ~ N ~ I~ I I ~I la ~b ~I° I .I I ~ I ~~C, ~ -,b ..la Nor j} s ~ ' ' I I I I I w 1 .P a t t ~ _ S41'55'21w I a a a a a w f a ~ q~ g ~ + a a + m+ ~ I a+ a a a a a a a a a a a 1~ 2~ ~ ~ i t ~ 6; c. ° 2 3 4 5 8 w w w ot,} ml - - $ ~ . ~ ci 3 w 4 ui 5 ui 6 ~ 1 o a •2 • S w 7 m w $ w 9 S w 10 S w $Iw 12 olm 13 0 g~ $~w S•(m gi o g SJm glo 9 SJm 11 g~i 12 SJm 13 olm 14 •c~" n4.52' I z a gim 8•~ glm glm 8Jm ~ elm . m m Jm Jm Jm Jm Jm . m BLOCK IS i ~ SI ~ 1 i'r >c ~ ~ aE• ~ ~ ~ ~ 4! ~ ~ ~ k' tt ~ i T ~ ~ I- ~ tr ~ l g I- ~ l l I - J i ,2t ~ ~ o' Nr 7 ~ -----34 t'W-7 ea-"Qa - - - - _ _ ~ + tt 114.52• + + - - 54 r 5x90 52.54 6+' 559x'- 559x'_ _55.~ 5592- 5590'_ _55.4Q 35,x2. 5590 _ -55A4: 5594: 5,59x _ 55d1lZ -65.~ - 5549' _55&9_ 55ffi_ 55.48: _ 55.64 55,@4. - 44.4£ ~ m l rSZ.sQ. 54.4 ~ l: ~ I ~ ~ 8 z z z b z z z z z z z z z z z o z z z z z z z ml l Nor w i ~ ~ ,I~ ;I~ ~ ~ a,~ ~I~ 'I ~I I_ al I ab u~° al a u aIo ! + a) a) a{ u~ al a °r a ° u ~ u ~ a g 11 >s~~21 m~ ~I a ~ u + a~ a ~ + a ~ a ~ uX R P $ ~ ~ ~ • ~ • ~ ~ ~ 28 ~ 27 g 26 ~ 25 ~ 24 ' ~ 23 22 21 19 16 17 16 15 ~ 114.52' a 12 11 S~ 10 $Ju 9 Sim 8 g~ 7 ~ Sw ~In 24 Sim Y3 SJm ZZ ow 21 glm 20 Jm 19 w 18 I? w 16 15~ i'• w w w w w w w 8 gim glm gim glm S n NET 8Jm SJm gtm B.Im 8Jm SJm gl~ SJ,; SJ~ 8Jm glm I J ~ H 19 B 20 B ZO ~a ZI to B 2 • N42 S4i'S5'21w i ~ \ 5a~ __5x.02 540tt ~ .5595 'Ott _55.90•- -55,9D_• 55G<Y ~5` 00: .5;i.~_~07_a5.9~ .5;'a4D_. / .xx' .SS99_ 5554: 55.61E ..55.flsL 5~'--55.x: _55&'L 3~~_ 59•Bfl' -55,da: _55.6 I - _ r 174.52 M „ . . a- _ I t. y .r r r + y _ ? r ~ Dove Clla.4e Lane ~ '~•C ~I ~ G 8W( lx a t 7Y B-e ASM~EC RCW / r 716-8 ASPN~PNITe ~ ~f~ + 7/ B-9 AH!N PNIr, aa' A011 • PPE ~ n1ET Ic r ~ I PPE -R- -n- a-° °'-a - 4'~ l S41•_55'21w - C - - - - - - - - - -•-j ~ 1) 1t4~O,N~ 5603' 50.00'- 60.00 50.00 3250 + ~ ~ao0 55.Dd- 55.OOr 55.03 'scrod" 55,00'- 55.00 65,00 55:OD'- 55.00 55.00- 55.00'- 4~ \ 4a 55.od- -X5.00`' 8Ko3 55:ad- s~io`' SS.aa s~o~ s5.o4'- 55.0 ss_bd' Ss.ao'' S~oa 44 a ° B 22 tOJ ' +:;<8S^ • a Nat 1 I 23 B 22 z a5' te. tY ~ z z z z I;i z z z z z z z~ z z z z t8' , B tl6 z z • PPE., 1. \ s4t•ss'21w wJ =1~' +I~ ~I~ ~I~ I .•I~ =1S ~I~ ~I~ ulo al~ a ~ ul~° ~i~Q ub a a ~ 13 I 48 4T +I 4b wl w NI ~ - a 'a ° a •'m m m a a ~ a . + ~ . ~ . ~ t° $ . + ~ { „ b~ w ~ a ~ 45 c 44 ~ 43 v~ 42 mb 41 40 39 z 38 3T z 36 z a \ 114.52' + ! I 1 : ~ 2 ~ 3 4 - 5 ~ l ~ ~ 2 m ~ 3 0 - .4 1n 5 m 6 to ~ 7 a w 8 ~ d 9 m t. 10 a 11 w 12 J ci to• Nat ! ! • aJw rlo' a~ o{t'' ~Im „'w - ~ ~ - ~ w 35 +y 34 i w w t g w ~llm aim wlm :Im mlm `!b .Im Nln eIS ~Im aJm ~ a NEr °D m m m ab ~ ab al i alb ( Wlm +:Im Nlm ob ~Im I Im ~ ~ ~ u • m m s J J ~ ~ ~ R ~ 1 ~ SJm SJm w elm c q, ~ ~F. r R : ~ -t E L ti r t7 NET EO' PPE JUk. \ Avenue ~ . n.1z' ~ G C NII BOX k 4Y T_ -~8 T 1 D 1 II ~ 1 1 11 1 ne' PPE n 14 58 ~ .05 Of COLLEGE STATION 20' P.U.E. I x' PPS N 1 ~ \ DehltsE• waver 3393 1 I I t ~ / Called 22.79b AC. t ( ~ ~ t H Edward Froe111ing i ! \ 3271911 ~ ~ ZONED A-0 Remainderof 93.543 AC. 8 i ` EdwardFltle6ling \ \ 31621199 I I tt SUNG 15' RemaiQtlcrof 93.54 \ \ ZONED R 1 I I 1 SEY~R uNE \ ~ \ t I ! ETENTiON AREA N 1 9y \ / I i ~ r ZONEDR-1 ~o i I fill, V T V I I I- I V L. V I- I-W I 1- I1 . Phi-Ton Investments, LLP ENGINEER: 3205 Earl Rudder Freeway South a + i i PROPOSED FUTUREW P / ` I 1 BIKEWAY/PEDESTRIA PATH College Station, TX 77845 / < ! (APPR I . ,COCA \ \ (979) 693-6699 T EXLO N ,j,`a ( 1 GREENWAYAREA '~fl \ \ 3a: I - ~ ~ ~ A \ %JT FOR SURVEYOR: General Contractors Curtis Strong, RPLS No. 4961 Ginger L. Urso, P.E. Strong Surveying 1707 Graham Road 1722 Broadmoor, Suite 105 College Station, Texas 77,45 _ Bryan, TX 77802 J~. Al \4- FdLAm6ldTrect ~ M~Oq 3 ~ gggeleodgubdivielaa TtectA.14.&t AC. F;hL Am6ld Tmot e ffi 1, l 7254 9 r~ ~ w 4.76AC, ~ 20fV445 TSB ~ ~ w w w CITY OF'BRYAN' r 10' GTE SOUTHWEST INC. E. 10' R.O.W. EASEMENT h Gray am Road EXISTING EXISTING tO° SEWER uNE 1764 8 &.11 ti 12° WATERLINE ti (4003/'~Z2) / ) ~ - - _ - I I ~ t I 1 ~I C I I i ldl I t T I I I ~ 12 I I ~w l I I I I i I I I I ! I III 1 I I I i i I 1 I 3 I 1 I t ~r i 1 2 3 4 5 6 7 8 9 lp 11 12 I I 13 .14 15 16 17 ~ 18 19 20 21 I d I I ~ <I 1 { 1 I 1 1 I I I I ! E I I I I I I I I IE o f i 4 I ~ I I 15' INLET ~ I 2 BLOCK 2 ! ~ I BL 1 ! ! BL 1 m { . I I OC BLOC i za• PIPE fl ~ I_.-.-.- O - - I ~ -A-:-A -A ~ "-A ° 0 °,B. ^-0 -"-A-:-A-„~o -~~8 -A-~-B-:°--~;-A d °-A-.S-A-~-A -I-A "-8 V1 LL j / " ~ ~ Whitewing Lane G ~ 10' INLET 16' PIPE JUNC. Box q tlQt I 3 I I. H. 1- Wi- V " V ~ V-A 11 ~A--~-Y A-V.A- .Y.A Y-A V-A Y 8 ~-Y 8- Y-A V-A Y tl A V-A 'Y A Y-A V B-. V e V~9 YA Y-A V A -~f d I I ~ - - - ~ - - I BLOCK 5 ~ LOCK ~ { I I I BLOCK 4 zY PIPE I I I 4 I ~ I T T ~ BLOCK 4 rl / I ~ J ~ ~ ( I 15' INIFT ~ d ( ~ ,y 20' P.U.E. (SEE NOTE #11) I BLOCK 3 ~ c` I I I I ~ I ~/1 t I (I \ I I I I I I I I ( I I I I 1 7 - - THIS EASEMENt wlu BE I I ~ _ ~ 1 2 3 4 I 6 I ~ ~ 10 X11 1 I2I I 13 14 15 i6 17 18 19 20 21 I CONVEYED BY SEPARATE I - l ! I f l ! I~ I ~ p I ! ~ I I I ! I I I r I I I ~ Y~ ( ? INSTRUMENT VNTH THE I 6 I s l ` 1 1 1 1 } I I I DEVELOPMENT OF PHASE 1 m~ ~ ' I I I 5 I I' 1 2 ~ ~ 3 l I' I (d ~ ~ 30'PIPE I _ _ a i _ __J L__ _ _ 1 _ I I ~ - - ~ - I - I 7 ~ E ~ -1 ~ I I l~ ~ 'I 1 ` I I 6 i I I I 3 1 1 r T I a z ~ ~ I I i ! i I I 1 f III ( i I I I I I I I I I I ~ I 40 39 3$ 37 36 35 34 33 32 31 I I 30 29 28 27 26 2S 24 23 22 I < 41 I I g Iw _ ( I I I { i 1 ( I 1 I~ I I 1 I f 1 I I i I~j j l I 1 i \ 7 C College Station I.S.D. I i BLOCK4 BLOCI.4 I I tD' INLET BLOCK4 ~ I Gra6amRoaasehoolsite.. _ __L - I I 4 I ! 4\ ~ + ~ i --J L__ Phase 1 I I ~ I I I \ ` Y 6 Y-6 V fi ~V 6 Y 6 Y 5 Y 6 V Yi Y Y 6 V S---V 6 V E V 6 Y 6 Y Y~---1~6 Lot 1, Black 1 I 9 i - - I \ F " fx~ " 1B° PIPE 1 17:3960 AC: I I I , Crystal Dove Avenue ~ z4• PIPE JUNC. BOx 3202 I I \ ~ " " " ~ /65 - - ~ i r I I \ ~ -8-:•A-:-A.-~._S-A 0•--.:-A_:•A_S-A-„ •A-~ °-A °•A "'A ^-A •A ^-A-, I ZOrrBDA-o I I j j I ' { i \ I I 10 I I I \ / BLOCK? 1o INLET BLOCK? I 7 BLOCK 7 I 1 I I I N I I I BLOCK 3 \ L 1 36 PIPE: I { <I 1 f i ! I ! ( I 1 I t i I I I { I I I j j I 6 I I \ , 2 3 4 5 6 7 8 9 lU 11 12 13 ' 14 15 i6 17 18 19 - - - I 11 I I I I ~ I i I I I 1 I I I I { I I I I I i I i I I I ~ BLOC.:K 6 1 BLOCK 2 9' c- - _ ( ` 1 d I 2 _ I 1 L_____-~ L__---------~ L---- I i I L_ 12 I ,6' r--- - ---I I I I I~ IPE c l ~ 1 I d 3 I ( I 110 INLET 4 I I I ,o' I i I I I I I I I ! 1 I I 1 1 I i ! ! 1 I E I i I I INLET ( 8 9 10 11 12 { 1 1>~ 38 37 36 35 34 33 32 31 30 21 28 27 26 25 24 23 22 21 20 I I !I I m 0 I I I I I I PE 10' INLET I I I i I I ! I I I I I I I i I I I i I 13 ( 5' It✓LEf I i j l d l 4 i j j o~ BLOCK 3 n BLOCK 7 BLOCK 7 I ~ BLOCK 7 ~ I I I I fN6 \ _ _ _ ~ ~ _ ~--„-o" --°'A~-„-A--.,:-A V 6- ~ Y 8 Y 6 Y 6 - V 6 Y 6 Y E Y-6 Y V Y-6^Y - 6 Vfi ~V-f~ ~ Y~~-6 ~V 6 n V E~ _ - - - sr-sr-a n- Ys'~'-n-Yr-_sr_a ! ! ~ " ~ " Turtle Dave Trail " d I 1 Turtle Dove Trap 10' INIEr 1a` PIPE JUNC. Box { 5 I 14 I i -r " I r " " ( I I I ~ Y fi Y 6- Y-6 Y 6 Vi V 0-5-6-.,-° °-6 -Y--"+ o -d-6 -~i °-6 ---^o-6-S-6 - 0-"+-6 =-6--5.6-~"-6 °-6 °-6--5~ I I I ~ - - - - - I I 4• PIPE BLOCK 8 j I BLOCK 9 BLOCK 9 BLACK 9 42' PIPE ( I 6 ( { 4' PIPE 1 7~ i } ! I r ~ 15' INLET j j d I v 15 i I j I ! ~I i I I ~ I I 1 i!i ~ I ! I I I t d I I jl 12 1 I 1 5 ~ ~ ll (i ~ / I I o 1 3 4 I 1 2 l 1 ~ ~ ~ 16 17 18 19 I ~ 3 ~ _ b 9 10 11 12 1, i4 IS C I I I I I I I I i I I I I I I J I I i i I I I i I m l ~l r ~ i - ! I .I 1 1 I} ~ 1 nm 7 I ~ I t__-- ~ _ I, _ _ ~ _ . I 16 I , ~ ~ I I I I I _ _ _ _ _ _ I - - ~ - : as i BLOCK6 I _ Ic I I I= I 42 PIPE I m l 8 I I ~ I. I 17 I I I i I i I I I'i I I I I ! f i J i I I ( I f f I I 1 I I ~ I I I ( ~ I 30 9 g 7 6 1 j ~ I 38 37 3b 3S 34 33 32 31 3p 29 28 27 26 25 24 23 22 21 20 ! j j hI I I I ( I t9 h I I I i 1 f I I I I ! ( I ! I i I ! 1 1 ml I 101NLEI' ~ I ( I y BLOCK 8 ~ ~ ~ BLOCK 9 BLOCK 9 BLOCK 91 ~ I ~ I 5 - ~ . 46 PIP ~ ~ . 18 - _ - j j a -.w T- »-.r- - - _ - I V 6 Y 6- V 6 Y 6 Y E Y V ~ ✓ 6 V 6 V-6 Y 6 V 6 Y 6 V 6 V 6 Y 6--V 6• Y-6• Y,6 V 6 V V.p.~.~y.q~~.._n11-0-~ ~ Y-B~ ~ V~- _ I~ TT_A-of-A~tf- - _ Sim-Sf-~~ I Dove Landing Avenue ~ " c x ~ Dove Landin Avenue " Flea " 10' WLET " " ~ ~ g 9 48' PIPE 10' INLET JUNC. 8QX 7° PIPE I I 1 PE I " ~ F , e- -a y , " 19 '-6 °-6-i---,:-6-5-6-:. ~p ^-6 • n ~+i ^-6 -6 °~6 -6 --c -Sa -A °-9 _..-..-sry ° ° ! BLOCRZ I - - ti ( BLOCK 10 ~ I + BLOC 1'1 BLOC 11 m j BLOCK 13 ( 10' INLET ~ 54` PIPE cl j j 5' INLET ~ 127, I I I I I I I I I ( I I I I I I I I I I I 20 I a. I PE I I I 1 I I 1 2 3 1 2 3 I i I I I 4 5 6 7 8 9 10 11 12 13 I I 4 5 6 7 8 11 1 2 I 3 1 4 1 s l I I I 1 ! I I I I I I I I I la ~I i I I I 1 J - - I~ I I I I ~ j jl'I I'I I i 21 I z I I 1 - - fBl R Alle " Alle " I I ' _ I I 2? BLOCK 14 30' PIPE I I c l 1 10' INLET - College Stalionl:S.D:.. . GcaLam Road School Site I-- I I I I I I I I I I I i I I i I i ( I 1 ~ 1 I I I I I I s: 10 I 9 I 8 I 7 { 6 10,1 1e• I 1 2 3 4 5 b 7 8 9 10 11 12 13 1 1 I 1 2 3 4 S 6 7 8 r~r>,ase2 I I I I i I I 1 I i I 1 I I ! I I ! I Aeiiiainder=3T:6338-AC:__ _I 23 I I IN1Ef 1PE 10' MLEf 54' PIPE FloofiplainActeage=2.9270 AC I ! f :r BLO 12 ~ `I 3201165 j j I BLOCK 10 nlu BLOCK i 2 ~ 2 1 j - - - - ZDNED A-0 V A V~ Y Y-A V A- Y A-V A-- Y A Y V V-6 - V E - Vfi Y 6 - V 6 Y 6 V 6 tl 6 V 6 Y~----Y 6 V 6 V 6 V Yi Y 6 V-6 Y 6 Y 6 V 6 5f fi - Y 6-,I s m " Emerald Dove Avenue " " m Emerald Dave Avenue ~ " I "Emerald Dove Avenue " JN I _ ( ~ Nc. Bax a i .6 - °-6 I -„-6 -6 S-6 "-6--~,-° ~ ~-N-6 ~_N_m_St_Sf_gf_ _n_n~ n n_g~_N_y7_g_ _m_yT -__-.-..--.__-_u.- - BLOCK 18 I BLOC 16 54' PIPE Y PIPE I 1 ~ + BLOCK 17 ~ BLOCK 16 BLOCK 15 ~ - I IE } j j 36' PIPE 10' INLET a6 ,'1 l t r } Jl~ J { i I I I I I ( I I I I I I I f I ~ I j j I I I I J ~ ~ I I I 1 2 3 4 5 ( I 1 2 3 4 5 G 7 8 9 14 11 1.2 13 I 1 3~ 5 1 b / r I I I I I i I I i i I I I k E I I I I I l y i ,r 1 I\ I i °I I ~ ~ ' l ~ 2D' P.u,E. (SEE NOTE,#I1) I 2 I 1e ~ I i t0. ` 1 ~ ~ I THIS-EASEMENT..VIIL~. BE . I PIPE to' INLET - ~ NLEt 60' PIPE , CONVEYED BY SEPARATE I - ~ INSTRUMENT WITH 1HE - - - - - - - - - - - - - - - - - - DES(ELOPMENLOFPNASE.1_ I---- ----1 r--- ----1 d I 1D INLET a C t I 3 I` I i I I I ~ I I I I I r-~ -I i I i I i i I I I I ! I i I I I I I 1 ry i I I I I I I lp 9 8 7 b 1 I 26 25 24 23 22 21 2p 19 18 17 16 15 14 I .C .,8 27 2b 25 24 23 22 21 ! I I I I I I I~ 36' PIPE I I ! I I I ! I I I { 10' INLET I I I I I I I _ I 4 I 36' PIPE j j I I 60° PIPE j j- I I j j I ~ BLOCK 17 , I ~ BLOCK 16 BLOCK 1b BLO 15 SOUTHWEST... ' I PIPELINE CO. i Y 6 V-6 ~ 6 V 6 Y 6- Y V Y-6 V 6 V 6 Vfi V 6 Y 6 4 6- V V-6---Y fi V 6 Y 6 V 6-. Y 6 Y Y 6 Y-6 Y fi Y 6- Y 6 11 6 V 6- V V-6-- ~ I I ~ ~ " Dove Run Trail " Dove Run Trail fi " 30 EASEMENT I g I I Dove Run TrfI11 ( JUNG. BOX ~ ~ " ~ ~ " y Y . F- -1 VOL.517, PG.507 I I ~ _ n m n m rr n °-fi °-c-v-6--o 1g• ~s -~-6-.,° -6 ° - ~ n- - - .,~~-~T- - - n-n-m-+T-m- -~T-~= i - - - - - - - - - - - - PE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ / \ I I a ! BLOCK 19 BLOCK 20 BLOC 2p BLO 2I PIPE I v (c I 10' INLET ~ 10 WLEf 1 i~ ! J ~ X11 10' INLET --I I~ I, i I i I! I 't4 f I / I I I I~, I I I I I ~ I I I I I i I 1 _ 3 4 s I j j I 2 ~ r I G 1 ~ I yI I I I 1 l 3 I I II 6 7 I i~ I 9 I 10 I I 12 I I3 I - I 3 I 4 I 5 I 6 I 7 I 8 H I I I I I ( ~ I ~J rl ~ yl I( I BLOCK 18 I ~ ) ~ . / I ~ ~ ~ 11 a 7 h( I I I l , ~ I ~ I ~ ~ I a ' 7 I 10' INLET _.I ----1 I I---- ~ - 60~PIPE p - - j j - - - - - I ~ 2'PIPE G I---- _ $ I d} I ~ ~I i'~ ~ I I I I I I I I I - I I I I ~ ) i I I I ! I I I ! I I 14 j j I I I I I l I r I I 10 9 8 7 6 ! I I 2b 25 24 23 22 21 20 19 18 17 16 15 I 28 27 25 2.5 24 23 22 2i I I. I I I i I I ~ 10, I I I I I l I I I I I I 10' INLET I I I I I I I I 60' PIPE ( 9 I I 36' PIPE ~ I _ l ml BLOCK 19 BLOCK 2p BLOC 20 BLOCK 21 ~ 10' INLET-, ~ vti I i fAl ~ / THE \ ~ 1e Y_ _ i I,- f. Vi- Yf-~.fi• --V-' Y. ~ j Yb Vb Yfi~ V-[° Y6- Y.6. V6 Y:6... V6 Y6 Y6 ".-°--Y6 Y6 ~Y-A~_~_Y-F~~ V~#-A-n_ Y_A~_~.Y A~_~ W~~A ~_~V-A I 1o I ~ Dove Chase Lane " c r " Dove Chase Lane " JUNC. box " Dove Chase Lane " I 30' PIPE I B s -v s o ^ c-o tl -s s s-6 c c s I OWNER: 11 1 n f BLOCK 23 BLO . 22 10 INLET 1 1 F-l T--- BLOC 22 1 18° rBL P s' INLET F-1 T I CK b I PIPE L2' ~ I 2 PIPE 1 IP I I I 5 13 8 47 4i~ 45 44 43 42 1 41 2 a 18° 1 2 3 4 5 7 8 9 10 11 12 10' INI l i IPE 60° PIPE LET I I 1 12 E 10' INLLT BLOCK 23 - JUNC. f0 INLET - _ J - - - - - - - - - - - - - - - Y-B Y B• V B- Y B Y B- Y~ 8 V B Y-B V B Y-B- Y- V V B Y B V B Y B Y B Y-B V Y 8 Y-B Y-e-~--tl B y 8 y B Y 13 Sf-g-Sf Sf-S7-S7 V 1 > F y 48' PIPE ky F PIPE 10' INET~ 66' PIPE EaglAvnue JUNC. BOX m F ' Fl18z y I I 1 18° 4 u G JUNC. BOX R t0' IN FT .~b~IEE Nl F F UUIYt G.. 6X F F -1 S S S -8 =S -S S -S S -S 54'PIPE 4° PIPE EdwaudFrodilmg 66° PIPE C0 CRETE I c CONCRETE CITY OF COLLEGE STATION 20' P.U.E. I HEADWALL 9.8 Acre Tract HEADWALL \ (3393/1) T7 f I I l / ~~K~. / / 1 ~Q~S~P ~ OF ~ I I ~ I , ~ ~ ~ I I ~ I 0 ~ ~y ~ I I Horizontal Nignment PI Station Report. A~ °o~r ~ ° Desc: 8" Sanitary Sewer Line S-2 ®t§ a ^ ~Y _ / rn ~ PI Station Northing Easting Distance Direction ° ® JOSEPH P ®°°°p ° I I / o. _ , Sta. 18+19.75 I = _ _ ® ° ° p 0+00 10195735.6812 3568895.5956 a ° . I ~ i ~ r / I ( _ _ Proposed _ D~•oD~=i ~ oo I 483.7753 S 41-55-21 W 9 GIST~~°°~ ~ ~ ~ I ~ ' C e-I anout No. 1 ss 4+83.78 10195375.7286 3568572.3733 ~ a~ TONAL E 0 ~ I _ r / I I I i t~ _ I 478.4723 S 41-55-21 W ®®®®®®®®®~1~ s~~ 6 _ I 1 I ~ / 1 ~ I 9+62.25 10195019.7216 3568252.6941 320.3543 S 46-04-39 E THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY J / ~ I I 12+82.60 10194805.6850 3568491.0534 JOSEPH P. SCHULTZ, P.E. FL=3023 - 4\SS , .,f'='""'y ~r' / 239.6457 S 46-04-39 E #65889 ON JANUARY 17, 2005. _ , I I I 15+22.25 10194645.5717 3568669.3616 297.500D N 41-55-21 E - - - ,~%i: I I i Z 18+19.75 10194866.9264 3568868.1288 ~ -12 r ~ ~ I I I ~ / I------ - O ~ ~1~~~ f ~ SEWER LINE PIPE MATERIAL v=i w ~ t°n I ~ I PVC, SDR-26, (ASTM D-3034) cn ~ N ~ ~ I I - ! Y' ~ OR ASTM G-2241, SDR-26, Q ~ CLASS 150 ~ m w ~ i . mop I I II . SEWER SERVICE LINE PIPE ~ ~ ~ ° _ ~ ~ I - I MATERIAL TO BE PVC Q Q ~ w - - - I I 14° ss _ CONFORMING TO ASTM D-2241 v ~ w J v7oow - - - v0 I OZ'66Z=1 ~ =299.3 ~ ~ - - - - - - - - - - - - - - - - - - SS wti ~ w~ SDR-26, CLASS 150. i ~ r~ ~ I Ir ~ I ~ I I~ I P ~ r 1 I I ~ ~ I ~ I F; ~ I I c, I I NOTE ~ I I I I I I I 5 ~ I ~ I 1. REFER TU THE SANITARY SEWER DETAILS SHEEP I I ~ ~ ~ I I I I I I I ~ I I ~ I~ I FOR EMBEDMENT AND ~x ~ I a i ~ z BACKFILL DETAILS. o 0 4° • va ~ I I ~ N I ~ - - - - ~ I ( ~ 1. lS E 2. REFER TO PLAN VIEW FOR R=302 7 I - - - - - • t ` ~ ~ ~ ~ ~ I SEWER SERVICE LINE LOCATIONS. ~ ~ Im- I I ► 3. FINISHED GRADE OF MANHOLE ~ ~ ~ ~ ° ~ „ I I I °4, COVERS !N THE PAVEMENT SHALL (n cn w to m . MATCH THE GRADE OF THE Z o W o Y I ~ ~ 40 20 0 40 I ( I I ~a PAVEMENT SURFACE. ~ o' ~ ~ I I I I I I I I - ~ I D •asZ=~~ EET I s ti SCAL IN F I ~ ° 4. EXISTING GROUND PROFILE SHOWN (n ~ ~ ~ ~ o of I o ~ ~ ~ I Ip ~ IS BASED ON FIELD SURVEY DATA. ~ o o m _ - 1.5'4 = No ~a 3 ~rn 3 IN m I ~/ti \ Vl ~ N N 5. WHERE THE SEWER LINE W o o ~ / „ \ ~ n -----e I~-----~------J~ J L_----------_ ~ CROSSES. THE WATERLINE, THE ~ w w cn _ 5= ur r i, s. .~~.?.-1..•.{ i tom. M ^1' ~ S k' F. ~ Y 1.+. Fl .e 1 i 1 .+7 ~~mwr ~c.4 1.'y8". 1 ~ xv c"r. rc..:.. 1. ona._....i ..:I, L_ -.F J vuvr - I '.ir.9, .i . t%T:. .h r 'f 4:~..::7 > .I. ~t i.:. ~ 1 -t . .r.r~F... ,.,'a' ate{'` r, 2 ~.1a.~°.. .v ~ ~ m l'~'.2;~e: X.i+ cY'r4 „ cF'+.~:5 ~ ~ ~.CS,. '~i l: jL.M f c .Fr".. .k.2):...0 5%S~i.. - - SEWER LINE SHALL BE EMBEDDED ~ ~ W _ :C. . r: n_-.~~... I N- IN CEMENT STABILIZED SAND FOR - - ~ THE TOTAL LENGTH OF ONE PIPE S . 9+62.25 II SEGMENT PLUS 12 INCHES o o ~ ~ P osed II p ~e~lle~ ~a~~ s BEYOND THE JOINT OF EACH END ~ ~ ~ ~ M No.4 11 (PER TCEQ REGULATIONS), o ~ ~ N ~ 02 ° 1 +00 WHERE SPECIAL CEMENT cv o 0 \ 8-S 8-S 8-S 8-S 8ZS 8-S 8-S 8-S 8-S -S 8-} 8-S - STABILIZEb SAND BACKFILL IS i --~i--r------ --------m _ o m rn ~s'rn REQUIRED, THE CEMENT ~ ~ / / i} ~ in d• M i0 d N i1t N tq :i!; N ~ ~ i I II II p I ~t ICI k V. V. V. STABILIZED SAND SHALL HAVE A ~ ~ ° MINIMUM OF 10~ CEMENT PER ~ ~ Sta. 12+8 .60 CUBIC YARD OF CEMENT 5 I i I~,~I Proposed STABILIZED SAND MIXTURE, BASED I MH No. 51 I I I I Sta. 15+22.25 ON LOOSE DRY WEIGHT VOLUME Proposed ~ ~ (AT LEAST 2.5 BAGS OF CEMENT ~ ~ ~ ~ a~^1 MH No. 6 ~ ~ ~ ~ i~ PER CUBIC YARD OF MIXTURE). ® ~ THE CEMENT STABILIZED SAND U ~ PROFILE SCALE BEDDING SHALL BE A MINIMUM ~ OF SIX INCHES ABOVE AND FOUR ~ ~ 1"=40' HORZ. INCHES _E~LOW THE WASTEWATER ~ ~ x - - - zw _ ~ MAIN OR LATERAL. _ _ _ _ 0 ~ ~ r ~ ~ p~ - - ~ i NON-ST UCTURAL S RUCTURAL NO -STRUCTURAL BAC FILL I ACKFILL BACKFILL _ f MHN.4 . + . j I STD. 'DIA MANHOLE I I MH N0. 5 .i I TOP F MANHOLE - 07.25 EXISTING GRO ND STA. 12+82.60 i 1 STD. 4' DIA M HOLE 1 ~ TOP OF MANH LE - 304.10 r_ ----_J _ I I- I - } _ _ r I ~ - I 304 I _ ~ h~ ° _ f STACK 2 WATERLINE -1 'HIGH I DESIGN GRADE 1 ° a ' 4" STACK ~ 4" STAC - 4"SACK - 4" STACK - 4" STACK - 5 HIGH 4 STA K - , 4" STA K - ~ 6 HIGH 4 HIGH 3' HIG 3 HI H 2 NIGH 7 HIGH 1 7' HIGH 2' MIN ~F 1• i B 296 SPECIAL CEMENT SAND BACKFlLL ~ 8" I (SEE NOTE 5) I I » PIPE, STM D-303q . I I 316.4 LF OF 8 ~ SDR- 6 ~ 0.40% II ~ E ASTM D- 034, 111 ,:~-.:I:,y., ~ LF OF 81 PIP , 220.0 I SDR-26 0. 0% 20.2 Lf f PPE, ASTM D-3034, PIPE, ~ IN TALL 20' JOINT OF R-26 0.4 % I -04 SD 1. SDR-2 ~ • 15~ PSI) CENTERED i 0.40 ° U DER WATERLINE O I ~ j W i f ~ ~ 288 I ~t N I p z _ f I j z t = ~ I = ~ W W ' I W W ~ W W W W W W W W ~ v I ~ ~ ~ ~ ~ ~ I ~ ~ ~ ~ > > j > > I ~ > > > > ~ > > > O~ MW I OW d'W ~~d' N~ NW IOW NW CONCOW N~ IOW ~W rn(~ ~N rn~ r(n O(~ rn(~ O(n N~ O(~ d:~ 0(~ 3 cps c-~ N~ NNd~ cow DOS o0Nc0~ O~ ~ ~ i.i l~ In Ln Ln ~~i ~ ~ Ls7(0 II ~ ~ 0)+ lid + ~ ~ + lil + lil ~ ~ + II ~ lil N + fil CV ICI N + L~ if OC) + + O CV ~I + (U + lt1-I- ~v v lV0 0 7 w r - u~ v 04 N u~ n 3 ~~N~ ri u~~Lo ~ u~ oo- ooh roF- t7 I- r 00 'S LLJ 0) d W d 0) ~ W W LO LI.I W LO CO - W (0 r W CO W W U) U) 0) rn 0) . 0) (n rn _ 0 z rn 0) . U) 0) w . U) U) 0) 0) O ? co 0) . U) 0) 0) U) `-W ~W~ r~ W ~W` LLI ~W~W~ (n CY) cn CY) oz (n rn u) (n m (n (n (3) rn rn rn U) O N Q N N N Q N Q NQ N NQ Q N N Q Q N N <-i N Q N Q N Q H: F<- = f-= h= F I f = I-: I-= I-= I-J= F-= I-: F- N Q N Q N Q N Q Q N N Q Q N N Q N Q Q U) -4- U) ~ c~n I ~ a- V) -t U)2- V)i ~ ran ~ v~i (f) t v~i ~ SHEET (1) -1-k U) U) 4 (0 d- U) LL- LL U) d U) dt (f) A- U) I t U) Ll- LL -A- U) d- co d U) d- 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 1-00 15+00 16+00 17+00 18+00 10 e% A s NITAR"T, SEWER LINE I I ~ (x - - I d "J ..,e 1 s - - - - I I I I y-- , ws ~ ~ I II / t ~ .y' ( I - - - - -I- i o ~ I ~ - r° I I I - , ~~1 I I i I, I ~ ~ ~y~~ ~ ~ ~ ~ I i I ~ I I~ I ~ ~ - ~ ~ I I I / / I I . I 4' SS - - - ~ ~ - I / ~ / / ss I I I I ~ I ~ I / ~ ~ I ~ ~ I I ~ ~ I I I ~ I ~ / r; / I I I I I I ~ _ , I I I ` ~ I I J ~ I I I ~ ~ ~ / / ~~i ss / ~ ~ - ,f ass , r ~ I ~ ~ / / I I j ~ / o ~y / I I ~ W5 ~w.a,~-.. 12 F - - - - I ~ o ~ / I I ' / / I I I o ~ STA. D+ 0 ~ i CONNECT TO 12 X ~ I M.J. CROSS ON I r " ~ C,~ I ~ - ~ I I I ~ ~ WATERLINE W-1 V~~ . ~ ~ I 8"X6" M.J. REDUG~R _ _ ~ I I I I ~ I P J , _ _ - ~ ~ I I - - E, U+'2 . _ 6.. M.J. GATE VAL . :.I d~---------------------------------- I h~, ss - - _ i t" WS I - - - - ~ - - - - - - - - - - - - - - SS .,4 ~ ~ I \ I I I ~ I 1 , - - ~ ~ I I ~ I 'r; ~ ~ I I I I ~j ~ ;~I I ~ I I I I I I I I I I :I I I b- I I I I I I ~ I ~ I I ~r r I i ^ ~ - I t. " ws 4" ~ I - - - - I I I I I I ';I ~ I I ~ i i; i ~ L. t I I r: I I I I I I I I I I ~ I t 1 5 r,~ ~ ~ I I = i I I / w ~ ~ ~ 3 N ~ N I I 1.5^ wS a to ~ N 3 w 3 I w SS/y ~ i ~ ~ -------+e-------~- ~ , STA.1+73.09 - - Q - ~ 66.5, _ - w- w- W . . W- - _ _ _ - • _ r _ ~ - FIRE HYDRAN 0 ~ . _ ~u ~ r.. ~ _ :;,r._ ,.a-:~- .~s::..,,. mss,, ,w . ~ - - AND 6" M.J. W ~ ..r ~r .m ` - - - - - - - - - ~ _ - _ VERIICAL EX1~E SIO / II °Q ~ m N I ~ I / ~ g 3 3 N 3 STA. 1+77.07 i) STA. B+66.55 6 45' M.J. BFI! 3 ~ N it INSTALL 2" BLOWOFF / II ASSEMBLY STA. 1+94.6 ' Q ~ ~ / - _ 6" 45' M.J ND - - 8-5 8-S -8-5 8-S -S 8 S B-S--~'~, ~ -75 8-5-~`-8 S 8-S 8 S,~ -'~Q t/1 ~1 ------~i-------- ~ t STA.7+42.05 - f 6" M.J. TEE i' / I I I I I I I I I I; I STA. 7+55.00. / 6" M.J. GATE VALVE ~ ~ / I I I I I I I I I~ l i ~ / ~ / ~ l b I ~ ~ ~ ~ ~ ~ ~ ~ , ~ ~ ~ ~ t,'. h" 1 F 1: / I I ► I 40 20 0 iy~ a / I I I I I I I I I~ ~I / s_ SCALE IN FEET r}~g J PROFILE SCALE i t - ril " = 40' HORIZ. STRUCTURA 1 „ BACKFILL 1 = 4 VERT. 1^~ 1~ 312 ~ ti EXISTING GROU D o L- J 1 ~O WN ~ ~ w DESIGN. RADE ..o'. o I- w w ~ - - ~ o w z~ > w ~ z 00 - ~ ! lfl i~ M t(') pp' 04 ~ ~rn~ - QN~ N 0.1 % ~-~o' ~J ~ {/1 L~ -0.47% 6" MIP I 296 8 SEWER L NE S-2 8 w U W Zp ~ E~ e~ E OW ~ ~ Y ~ ~ I -~X Lo QZ W W V V U U U w U o aro w rn U Q W O U , w U - - - - > - 00 'd (M m CY) L, 5: w n' \ M W > M. W W M W M w w w w W U) W o co ~1 J I w O r- to II W U) II o N N to i N N J I U NO U- 0 M N W¢ (n U- I J Z i to I W L Z I I I I I I II > cli 1'. W w ,f) w L~ ' w SHEET O c0 Lr- z J I: F r LLLI rn 00 1- M M F- O 00 I- O M I- ¢ a0 I- 0 03 Ow w ¢ O ~H 0p¢ O N¢ d Q d'¢ d ¢ r¢ sr~ O¢ oW °°a tnm p~W Na co< no0 r~ ~0¢ 00 ? rn~ ~o~ +04 ~ d N~ 0 z pU of}~ 14- +r~ N +N rng o° +m +N 00 ~~U) M u+i~ LO U) 00 O m~ M +UJ + X00 CU -SW I() -J + 'J + N NJ OMEn i~ O tH d L~ + (D ~ N LO + CD (D owe • N > - in N O O O rn CY) O 00 -j oi oo f~ Q - (0 Q 01 ¢ d1 a 0 U)i 0Z p Q~\ O H~? O Q~ O ~U? O O O~'q I¢-N O O I¢-N t ~ O CY) ~U? O z1-- ~O¢ pr~to~ M v~i~3 ~ro to M U) Nm to n (7~ M~~ N~ M M to N N U) N N N Rio N Rio U)~' 7+00 8+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 0 F 2 PROFILE 11 WATERLINE W-2 i 'I 5 ~ - ~ ~ I ~ ~ / ~ I I I ~a I I I / ~ r L I I I ~ ~ - - f.5" ~S I / O I i N I I I ' I I Sta. 18+19.75 ~ a^ ss _ _ / ~ y / ` I ~ ' Pro osed _ -3ao.3o ~s I - ~ I / ,J • , / I I C eanout No. 1 ss W~ F I / ~ ~ / ~ ~ / i I I I ~ , , , / FL=302,3 4~SS J, ~ FL=382.30 / / ( I ( I I . I -2 -12 - ~ - - - - - I ~ ~ i I i ~C'1 I I _ I ` ~ , ~1~~~ ~ - I A y ~ I I ~ F - I ~ ~r _ I I ' I _ I ss P I - - - OZ'66Z=1 ~ =299,30 f0 '''~'~''I - \ ~ - - - - - - - - - - - - - - SS p{, v~ ^i I I 1~ I -I I ~I 1 Qa' ~ Y ~ I I I ~ I I I I ~ I I I I I I I I - ~ ti ~ - ~ I ~ ~ { I I I Ire I ~ I ~ I ~ I . I I ~ 1.°ws 4° I ~ - - Fl.=302 7 I ~ Srh „ 't 1y 1 ~ I I ~ I ~ I I I I 'I'I ~ I s: 00 40 20 0 40 I I ~ I ~``i I ~ ~ T I I I I I I I I I I '9sa=~~ 'I ~ ~ nti SCAL IN FEET o I ;y: o ~ ~ to ~ ~ y:~c 1 5 ~ N ai m m 0£'9sZ=l~ 1.5" _ ~ m o N p g N rn 3 I~ m l SS/~, ~ _ Vl Vl N f~ N I ~7 ~ , ..u.. ~ r i s-✓.r~'. c sG _ at-~...rTg; ~,i~.,?.u .,r,,:ss.~'"?s ~...;~_la , x... .1;X'~..>_4~; _ '4„G;'- _ .c".., asx. _ - - - ~ ~ - - - - - I N I ~ .25 II S . 9+62 u-~ ~ P osed II p ~~~~~G~ ~a~0 6 M No.4 it I~ ~ ~ i i ! ~ ~ 02 ~ 1 +00 _ a-s ~ 8-S 8-S 8-S 8-S 8~S 8 S 8-S B-S 9-S -S 8 m v, ~ ~ J ~~jj~~ (l~ rn m / \ / M in d' M ,0 ~ N iA d' N ~ ¢ I N u \ d II II ~ J ~ r 2 ~ ~ W Sta. 12+8 .60 5 I I I 'I Proposed ~ MH No. 5 ~ -I I I Sta. 15+22.25 ~ / Y 3~ Proposed / ti ~ ~ MH No. 6 PROFILE SCALE 1 "=40' HORZ. 1 i NON-ST UCTURAL S RUCTURAL NO -STRUCTURAL ' ACKFILL BACKFILL BAC FILL MHN.4 . + . I STD. DIA MANHOLE i MH N0. 5 I TOP F MANHOLE - 07.25 EXISTING GRO ND ! STA. 12+82.60 1 STD. 4' DIA MA HOLE r TOP OF MANH LE - 304.10 I 304 I A I " STACK - 2" WATERLINE -1 ' HIGH I DESIGN GRADE I i I i - - 4" STACK - „ 4 STACK 5' HIGH 4 STAC 4" STA K - 4 SACK 4 STACK - 6' HIGH 4' HIGH ~ 3' HI H 2' HIGH 4" STA K - 7' HIGH 3 HIG T HIGH 2' MIN I 1 1 296 SPECIAL CEMENT B F 8„ I SAND BACKFlLL (SEE NOTE 5) I I „ PIPE, STM D-3034 i 316.4LFOF8 _6p0.40% I - 4 SDR e- 11 I ~ PIPE, ASTM D 03 , 220.0 LF OF 8 SDR-26 ~ 0. 0% 20.2 LF ~ PE ASTM D-3034, TM P ' PIPE, IN TALL 20' JOINT OF SDR-26 ~ 0.4 % -04 SDR-2 ® 15 PSI) CENTERED 1 0.40 a U DER WATERLINE ( O i i ~ N 288 I II I o z - I I z = ~ f I = ~ I , w W I W W v v v v i U U U _U ~2 - ~ 1 U_ U ! U U I - .'e. I > > a1 > > ~ ~ ~ ~ p ~ ~ to ~ t4 ~ ~ ~ I CDC d'~ t0~d' NW NW f~W NW ~N~W N IOW ~-W O (n ~ (n (n ~ (n ~ r U7 O (n O O to N (n O (n (n O (n co a0 aONO~ O~ O~ c0 f~ N~ NNE ~0! ra' ~ ~ ~ O N N N ~n ~ ~ ,n in L(1 L!1 - Lf) l0 . t~CO d1 a) 0) -I- , -I- , a) ~ + + i _ _ + u _ . _ + i, i _ + + 6 + ~ } ~ O CV ~t { 3 C6 + ~ 00 + 11 N O 0 L6 3~: 4 u p ~ d ( 4 (-j 04 L'4 ~ f N s U) n ~ . (C) Lo 11 4 ~~W 4 OW ~O~ ~ W W L W W L W W W W W (n (n W N 0) N rn 0) w 0) (n 0) . O z 0) rn. (n !n rn (n . UI N N .0 z (n N (n N U) N U1 - W co ~ w r- ~ :D II Ld - W - W I'- r- W ~ Ld r- 00 W 00 Lu D U1 0) (n M O z fn M (n (n m rn co . (n 0) rn co rn (n O N Q Q N Q N Q NQ N NQ Q N N F: I-- F-JJ H- h : I<-- i¢- I<-JJ- f~-= F~-- !Q-: N Q N Q N Q N Q Q N N Q Q N N Q N Q Q h 2 h- JJ - ~-2 ; I-J SHEET d U) d- Ul ~t (n d W IL lL (n d' (n d- (n d Ul (n lL LL d U) ~ (n -qt (n ~t U (n d Cf) LL- Ul 14- tn (n .14- cn (n (n fn LL- 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 Ppm"hOFILE 11 ""ITARY e*%EWER LINE r"'-o 1 i F.M.AmoldTract F.M.AmoldTract T ~ SunM 'ws5idr4ivisc ~ TractA-14.84AC. TiactB LEGEND W W- w ~ 141371214 A 'eland Snlxlivision 2W/44i ZONED A-0 ONED'R''l'"' 4.76 .-ZONEDR2 ZONIDA.O W W w- -v v w - \w r. CVICTIAIl~ cnA~l'MDY CFIAIFR IIfJF ~ ~ r~ 10' GTE INC. E CITY RYAN° ~ RO E%ISi1N E}USnNN tD uNE ~ (400 / 2) 10' R.O.W. EA MENT ~ 0 1 ~ N N t2''WA?ERUNE o • • •I ~ • I ti ' ~Q~ !1 • 1~ ~ ~ V t" 47 CON : PvMr. - 70 ROW 1 ~ 12 _ !F - t•764~ ~ ,,.i.. N43 0142 _ .9 - - _ _ - - - - - - - - - - - - - ,0 47.55_ D~7 G~.57 2.3 1 11'01 .~D:SZ X5:52_.. i ~ , 9.83' z t z z z 2 z .Zp A i I y / 2 2 Z 2. Z Z Z Z Z ,p Zp I mgI ~ N~ NIOO •+Ipp I O I /1 O. I ~ ~ A I J ~ ~ A ~ ~ +,p ~ ~ 61 00 I Wj -`IO 'I~ ~IIO O/l0 ~OIO OI°~ ~ ° ~j N I • p $41_27' 3'w ! ,l m ~ I ~ ~ ~ ~I~ I I Ip ip Ip (p I~ ~ m n w N ; 2 a _ r~ao, NIo I m ~ NIp NIo ol,~ ;olo ~ o ° N ° w w ~ ~ lS in 16 ~ 17 m w 18 ~n 4i 1. ~(w 0 p I ~ G 115. ' - i ~ 3 m 2 1 cot 1 a 2 a 3 •r 4 •a 5 ~ a 7 •r 8 in t; 9. ;r, t; 10 w 11 12 I ~I,. 13 N w m w ml~ 4:i~ °.Im `lIm . m ~ I m° °D N a w tm k I ~ ci N w ~ W ~ w.. o ~ w ~ w ° w m w (m .Im .Im m s' INLET 2 yr-~ ~ ~,e ( ?~c' • Nlro WIm I a' ap~ rnlm mIm .I,D .Im .m 't:IrO (m (m Im I NI ~ Jt ~ k~ I 4 F v R• BLO 1 i ml ~ r' 5' ~T.Z6' x O S4T27_ BLOCK2. k9:30: x w r BL 1 6' ....60.;16_. ~Q.50~~ Q.S~ ~Q30: .~5a52_ a4D~ I.6e,9~ ~5a52'_ ,52_ 55.52 55<52Z ~5a5Z_ •,12 _ _55a Z rn 115.00' iv r / ? ~ 43x40: .611,5.6=~- --6.0.56_ ~D.5.6:.. .SiQ,S._. -e s-e s s•s `-s s-e `-s S~4, / '.49,49 b~ m'Y' • ~ ".r..fr.--,r--~ 3 y~ 7 , .e `-e s-e `-e re s-a a 'a• i 'G' ~ t Ei ( 7~.9?e ~y" ~ B i <F., r i Whitewing Lane 10' INt 18' PIPE JUNG. 80x to ~~j ~l' q i ~ ~ 6 21' B-B A5PF1 PYNi; 50' ROW P I d sr..-.s - A S4t_27'43'W ~ F- i i t ,.x - ~..«,,:;~•`Tc8`.."~.,+M»''7$wc.wa•+~ Y$W++.;.-+."'.9. _ - _ tKl.'.. D - r - -r -r - - r - r - r - r 0' 60.00 55.52'- 55.5 55.52 55.52 66.5 55.52' -57.36 4274' \ ~ BLOCK $ ---r - -t- --r -,jr --T - i ~ 1 1 ~ - 6 60.00 po:.0 55.00 55.00 55.00 55.00 55.00 60.6 60,56 55.52 6 0 ~ zr OCK4 i~' 5 + / ~ ;o, ~ 3. 2 ~ z z w P~ 4 1 LO I ~I z/° z Z z to I aj 4 z z Z 2 2 z A z .zp I g~ 7 -a ~ ~ ~ ~ ~ Oo m, ~ ~ ~ nl 15' INLET m 1•Q7'43"V'1 I ! ~A._ 1 Y; t t 0CK4 ,p, ~ a OZ r ~ ~ ~ =l ..Im °(m -'I NIO NIs NIO NIO 0110 r11I,°P (J+I•°F, m . p 52i'W ~ BLOCK3 ~ iA 'i ( ~I~ ~Io ;I~ -'Ip NI o NIo Io 9 Io N v, $ I N a 21 I 20 P.U.E. S NO 11) S4 4L rn ° 2.. rn rn ,y p•. •a• •a 10 p 1 p 1 ~ 13 0 14 c w 15 o w 16 o w 17 °o w 18 °°I4i pI~ 20 bI~ ° ' t i '15.00' c I~ ~ ~ ~ TMIS• EASEM L LL BE - 4.52' S41'55'21"W ~ `t E 1 b ? o w o w 4 0 4i o 4i 6 4i QI4i Iw p m o olrwv I I,( °.Im °Im .Im _ m . m ~ oI ~n" ' VEYED B ARATE P rnI 3 ; - - 1: oI~ olm oIm oIm m .Im _ .m ~ ~ ~ ~ ~ ~ ~ ~ -I m ~ 5 CON TRUMEN WI THE I 6 tnI o : 139.57 ` S<; ~ ~ Jz I aI ~1 $ 30' PIPE ~ ' INS. ro °a; ~_1 - ~ ~ ~ DEVELOPMENT f HASE 1 N m. ~ - S41 T43'W ' S 2 YA {c. t... ~ ~ U I j " ~ ~ ~ ~ - - - - - - - - - - - - - - --S4T' 2'i'VO=t22 6 _ _ - - .55.52'_ ~55a5Z: ~b3G~ ~.4.~ 11 .oo' T55'211N a F ~ _ _ _ _ - - - 5: ~5~52: 509.' D,D~ ~`5~52; _ 55.52' 8.5.52. ~~,52:._ -i m'~, 114.52' + I 1 Z5.4~'- - X490: 5:54.4; ~.44'_..:5.5ao4: 35,44: .55.44'- -0,1`x0 X0.56' .J4.5 1. I ~ 541_55'2i"W- t t i i a re 7 m x` 57.02' ~i ~ z z z z z z m a) P tv ~ 4 1 z z z z z z i ~I ~ ~ .n ~ ~ ~ ~ ~ ~ ~I S4T27 43'W ~ I I° z z z .n to S y ~ i ~ t;, m .a.... A. ~ $ ~ ~ ~ ~ ~ ~ to i lwj ~l~ ,l~ ~Ip NIo ~Ip CIO NIp NIp o 115, o' ~ 1 _ i ~ 3 , ~ ~ ~ cq -'I~ ~l • NI tnlO IO IO ro 0 P' 29 N 28 cn 27 26 2o- b 23 o j . 1'55'21'W' `,L,'m . 'ey ~ ( I Ip o N o o N N 3 a• ~ r .~~~25 t; ? 1 i ~ ~ ^'Io to 39 In N a; 37 In A 36 • 35 0 34 o s= 33 b ~ 32 0 3 i ~I o a °o w °o w °o w pl`" ~ 4I~ ol~ ~ 1 1 ~ , m. 'i; 1/ N - 38 0 0 o w w w L of ,Im •im -Im .m I 14.52' to 1. ' I • 41 w w 40 r°nlw. , ol~ °.I~ ol~ ° m RIa °•Im RIm o(m I ~~I . m ~ m ~ ~ 1. Wl a ; S41'S5'21'W-1 5.03' N ~ ~ ;c , _ Im .m. ~ ~ ~ 1 ~ ~ 8' 4 115.00' -T Z4a0.~ \ ~ ~ I oI 10' INLEr BLOCK4 ~ 4 P to I o!I r \ BLOCK4 m BLOCK4 2_ .55,52_ 56, ~5a52_ X5.52' 55.52 _QZ.3.0: 9316' / Cyr ---J ' 494_ ~ ' _04.56_ 5.5.52 ~ v r - .55,49''. 55:94':' S5.Q4.' College S bon S I S 1'55'21 °w I 4 I ~~s.'.: \ ~ .49_ _04a5fi n.> - . w.~~. Gtatam o _ 1 4.52 •t. .c:;-~- ti.-v "`~4" .."K~ t8' PIPE , o I ` I ' ~ \ JUNC. X P el to u; y,` _ .,.1' FHw 24 PIPE o G ~ stal~Dove Avenue ~ o ~ 1 Lot 1, t 1 m i 9 • I S41_55'21'W al \ i'y i i i 1739 A , ( N,I 115,00' 8 \ - y r 1 27 B-B ASPH PVM7; 50' ROW "-s s-e "-e •7 r'' 5 Ia IO'I~ p •e `-e _:-a--~- ~ - -r - - -r - - r - -'1 - - -r - - r 5.007 55.OD'~ 39.28 \ 32016 4t_55'21"W j ~ \ ' S \ _ 65'.00 55.00'^ .00 55.00 55.00`- 55.06 55.00 .DD'- 55•D~ 55.00 55.00 55.00 55.00 55.90 1U INS 5 BLOCK. N - I 1.14.52 11 1~ ,,oo(I ~ 9.24' BLOCK7 z z ZO A ~ I , °7 z z z z z z z ~ z 'PIPE I 10 NI S41_55'21'W \ ~ z. z z z ~ a ~ ~ ~ m ~ ~ ~ ~ ~ m, BLOCK'7" A ~ ~ ~I~ ~ N NIp to l0 1 1 sar27 3'W I N 115.00' 7 \ t4, y ~ ~ ~ m ~ al ~ ~I~ ,ip NIo o N tnlO NIO I° a N to m - I.. j ~ BLOCK3 Ia• ( IO NIO NIO N D N N N 4 i; A A S41'S5 1"W ~C Im ~ y v+ ° ``--'U'O I" ° P' ? p b s= o A ~ w 11 w 12 $ w 13 °0 14 °aI °I ' 16 °I~ 1T °I~ 18 °I~ 1 ,toy - r ~s o~ 2 0~ 3 0'~ 4 p ~r 5° w 6 w 7 w 8 p w 9 p w 10 p $Im ,Im , a 15 0~ o- w o o 115.0 ' 114,52 6 b I t ol~' o(~ o(~ oI~ °Im oIm .Im .Im .Im ~ ~ ~ ~ ~ ° BLO 6 • I 11 t ~ 1'S5'21'W_•115.00 I ~ BLOCIC2 _ _ _ _ ~ 4,------ - - - S4t_27' 'w ! „j•L-...__ - - - - ~ _ I. 115. 541_55'2t'W IB- - - - - ~41' 2 _ T4'- - 0' - 55. 40. ~ 114.52' ~ §0,49'_ §9,49'- .4099- .56.14' Q-- •QQ Q' N N s -1 z z z z mI 3 b I 12. ml ,B. L r Z z z z z z Z z z z Z A m. ~ P 1 N P IPE i z z z z ~ t'; z z z { ~ ~ ~ ~ ° ~ ~ ~ ~ ~I~ -'Ic ''Io ''I oI I S41'2 '43'lY J } 10 INLET A ~ ~ ~ ~ ~ ~ ~ =l~ ..I . .,IQ ~i~ NIp NIO NIO NI0 N N N N lA - , 'ty (m ~ ~ ~ ~ ~ ~ ~ • -aIo -'lo Io NIo rnI u ° N ~ to ~ N 28 ~ 27 b ~ 26 0 25 0 24 b ~ 23 o w 22 b w 21 w 20 j I 1 .00' I S4_5521 >T ° NIo NIo NIo NIo 1;; c; In tn,~ N ~ 35 34 33 p W 32 b w 1 b w 30 p W 29 alw ol~ pI~ ei; qIm olm ?Im °.Im .Im 44,n, 14.52 to' A ~ lq •r r,; l l ~ 38 b 37 b 36 b w o w ° w o 0 oI pIm • m 6i I 1 RtLET ~ 8 ° 4i 9 ° W $ W 11 °o w 12 1B' °I~ °Im oIm oIm . m .Im .Im . m m oIm oI .Im .Im ( r. - ' INIEf ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 1 1 4 ~I ~ ~ I • ~ ~ r.. . IPE 1 . to ~ . ~ ~ ~ x' ~ BLOCK? ~oo ~ ~ 5' ~ B CK7 ~ ~ S41'2T431V ( •°mI ooI 1 BLOCK? 5594: .5590. 55,Q12' _55x94_ X599_ 55,44' ~590~ _ 55.04.' ~,t9Q_ SS99_ ' 11 ,.m....,r,.ry. .sr~., ra ~ ~ 4_ 47JZ• ~ I• ~`5.94~ ~59t1_ 55,44' _ - - _ _ 5.00 7 D X094_ X49 .J0.90_. w+w.~r t.5521'W-11 .52 . , ,,;,,m..•.. .,n,,,~ .,:.n,,,:. . I 9. 5 :w> w++. c .'.;.:,,w;:.:A JUNC. - I ~ i Y Turtle Dove Trail 1w' lET PIPE I ~ 1'S5'2t'W-114,52' < ~ y._ 6 i I ad, Turtle Dove TIatl 27 B-9 ASPH PM1T, 50"flOW i I ' ~I i 2T B-B ASPtI PvMT, 50' ROW ti i I h i - •s _ s•e--s•s---s•s t•s. `•a s_ S41_27'43"W 4,' l ~ ~ ".s s-s_--s~ ~ - _ - T - r - -c-' T r• ~ 115.00' ~ V4 - - O o s- Y v G _v 3 V r - o I _ _ _ _ - - 55.5 55.15'+ 55:15 5 .15 55.15'- 55.`x` 55.15 55.15`- 55.15 -55.15 55.15 55.15 •15.15 55.15 39.28 \ TO EE11EY E J 1 - - ,pp 44:00 5:1 ' .15 y BLOCK9 4z' PIPE ~ 6 sj / 40.00 61.67 61,67 61.6 \ I } BLACK z z z A z z z z i l k t. BLOCK 8 LOCK 9 z a $ ; $ ~ $ ~ $ t5' INLET w rj 4' PIPE z z z ry li z z { ~ ~ ~ ~ ~ ~l~ ~l~ ilp Ip -Ip NI° ~ l s411_z7'43`W N ,p ;J~ .a ~ 00 ~I , to CIO Nlp NIO NIO N O N r>, ~ In ,P N a ,A, ml ~ m ° ( ~ ~ tR ~ N ~I$ 1" NIo NIO Io NIA N a N cn b ~ b o ~ 0 15 0 4i 16 o td 17 0 18 o w 19 0 ~ C 115.00' 1S l : (o NIo N ° to ° A o b 9 10 ~ w 11 o w 12 l3 plw 14 pity oIm oIm ° Rlm N m co I m N 3 1 P' •n 2 0 3 t; 4 0 of u l o W t o w oIw o 6 oIm ol~ ~ m °-Im .!m m • m • m oI > m~ ~ I J °o w OIW 81~ oI~ b eIm .Im m • m ~ ~ ~ ~ ~ ~ ~ , 7 a L I S4 '55'2.y'gl.. .Im . m • , ,oI ~ ~e ~ x 0 N 114.52' ~ F - - - - - I NI I - N m - L'___ - - - 1 =Tb _54' _ - 55,15: _0`1,04: a 115.00' m I. 16 Ni. • _ _ - _ - - - t ' 6 5. •15= _ .35,15! .55.15'-_5.5,.15: 1`0,15_ .5515'--05,15: 315_ .5515- X515_ .5515_ N~ ~ BLOCK6 i ~ • ( °i~ •4~ _ i _ ~ _ 0.,`1.44'._ 55.15' _55~ 5_ 5 ..1• 4 ' E. I o. t" 1 g -7 r' S 1'55'21'W p, z z z z z z z z z i z z ~ ~ c z A P - 14.52" z z z mI k' ??z .zp {z. {s a. ~ ~ m ~ ~ oQ ~ ~ m, ~ ~ ~I~ ~I~ ~Ia NIo fioI f N S41_27'43"W I N I ! ~ z a. ~ O m $ 0u ~ ~Itp ,',I~ ;l~ -'Ip -'Ip Ip NIp NIO N O N'O N ° U1 0 ..1~ N, t>t ~ O ~ t,i 21 b 20 1 1 115.00' N ~ ~ ~ to ..I~ .'>jo oI w ~i N.. 37• N , ~ .A 35 `n'om 34 1" °r+, 33... w ~ 32' In ~ 31 'Na ~ o 9 'NO 28 ~ 27 b ~ 6 c w ZS e w 24 °0 4i ~ $ w w pIw I Z ( 1 NI. NIO NIP fnA • .p 0J ; m. ~J O'rP- O'r' OLI 041 °O W . p W _ O ._.O( DIm GI<A ':m m _ ' .m ~',i. N ~ 1 - s_ ~ w ° I w w . w Iw p o) oIm .Im !c. < _ m . m I e ~ t° A .Im .Im . m ~ Ly ~ ~ ~ ~ ~ ~ 9 • , ~ ~ j , 10 GI4+ 9 °l~-. g--dim ~Icwc _6 ~,,a i l _ oIm °Im oIm _r~ .-54"'m° _ - ^ ' _ ~ _ - ~ n m k ' -f0' IHLEr e3 •r' ~ ~ ~ LoCK9 - _ _ , I I ~ ~ ~ ~ -'L# CK9 , $ 48 PNE / F119 \ 0 ' J - - 114.52' ~ BLOCK9 r ~ N N BLOCK 8 ~ p S`~15. ~5a15' . 3515. 55.15: 85a1~ ~t`S.1S~ .;15.15' 55,12.- 55aL5_ 55.12 _`0,.15' 5615_ Y 18 al .6.16x_ / d: x R; w ` 0 X515_ 35x1.,5_ 55,15_ - NI ~ _ kY'~ G v _ •ty-.cam--..r»__ .1-!•_•6_'.-~."=_ -t,;+„ .i.. 0 to 1 1 v - - " - ~ 7 ~ ~ - erne r- i Flte _ t0' INLET D i 48' PIP 10' INLET JUNC. BOX 7' PIPET I s4~1 w ~ e ~ i,: ~ ~ Dove ding Av y < i i i Dove Landing A u ~ < 2r ASPH PvMT, so' Raw ~ i i _ W 114.52 1B" Ac 21' B-B AsPH PwT, 50' R a i _ _ s~cr i"' ~ ~t E I o Gm t _ _ - - - - -r - - r - --1 - - T 40.00 56.18 56.18'- 56.18+ 56.18'- -56.18 56.16'- 56.18 19 to ~ - -r - - -1- - C4Q: ~ ~ ~ ~ 40-OD 55,00 55.06 6500 55AOr 55.00 55.00 55AD 5590 55.00 - •0 •00 \ ~ B 13 I LOCK2 0 40.00 61.67 61.67 61.67 39.99 \ t' ~ BLO Tl A . a u z z 54' PIPE l~ l z z Z Z A Z S41_ ..21'W. u BLOCK 10 BLO Zl z Az A z zp z z .zp ~ ~ ~ a I ~ I ' m ~ 1 ~ ~ ~ ~I~ ' m ~ a 114. ' ~ 10' INLET Z Z l' ~ pip ~ Oo ep ~ ~ 0~~. ~ ~ aF . ,.IQ +.I~ NIp NIp NIp Nf4~ N Q~ tl+ ~ pi t N! 5' I !d H Z y Z ~ ~ 14~,. ~I~... NIp NIO. 01°. NI°.... N(0... NI~. NIp NIA N N A DI ,P I I 1 p 'A 2 O~ 3 O W 4' p 41 5 041 6~ T O W 8 O rr i. 20. NI a ~ ~I~ NIA NI~ I i>.. I 1 In 2 3 0 ? ~ 5 b W 6 W w 8 ° w 9 °0 10 °o w 11 0l~ 12 0l~ 13 oI~ o(~ olm oIm .Im N ~a ~I,°P ~ v ~ c t O w l~ o.I~' RIm . m m Im-r•._,_~ •Im I ~ I ~ s N . I a of = 1 N W 2 o w 3 a w ~ $ NI . ; I ~ ~ ~ ~ _ e~ , Q s41_55'2 `w ~ ~ ~ 41m .Im .Im .l ~ ~ ,I - _ _ _ _ ~ 114.52 ~ ym ~ ~ ~ : t l I' I mI '~jym I 6--1• -r 5-t ---r --r --1 --r 5 0 ~ f 20'I N I 21 NI I _ -,.J - I t i ~ y~ 0 1 n J N 1- - - _ ,1~1'l~- b< ~ 20' A-B ASPH PVMT, 24' ROW o . n 1 A~e~ ` i _ - I _ _ ~ .le ~ _ .~~10_ ~6.~6_ - 5@, - .i 5411_55'2i"W FN, ,99'_ ~ ~'I,¢7 .SL6Z _64.9.9: I ~ - 114.52' r- , ' '-5 _ ~ ~ ~ BLOCK 14 I rnI 1I . I' z z z z z Z ~ z z z ~ ~ m z 30' PIPE z 2 z a 10' INLET , ~ ~ ~ to ~ ~ ~ „ i ~ NI Z Z A N Z ? r A ~ ~ ~ r ~ ~lo ~l~ ,Ip .alp NIp mI0 O 01 u; N ~ N ~ ro Nl~ in ~ ~ of ~l~ ~l~ ~l~ -aIp N o NIp m ° mlO .°iI~ ?'I•°a ! 1 2 m fi 3 a'? 4 0 ~ 5 a ~ 6 b ~ o'~ 8 0 o4e LS.D: 1541'55'21'W ~ ~I•a°. ~I,°r, ~I•°P ~ ~ oI NIO NIo m ° m ° P, ~ A ° ° I o(w oI~ IW oIw plw plw pIw o oad cLool Site - - w N 4i 9 0 4i 8 o w 7 oIW 6 1 w 2 p w °o W 4 °olW. S o(m o ~ 7 olm 8 oIm 9 oI~ 10 4I~ 11 pl~Wp" I2 ply 13 ! , m ~ ~ m z' • _ - ~ F P e2 114.52' m I 10 o(m .Im .Im . m t0 18' m(m , m INIET rt IPE . ~'m • m ~ ~ ~ ~ e'3 ~ 54 PIP R =3 .6338AC. w I ~I ~ ( ~ ~ 10' ~ ~ ~ ~ B 12 , 5.9Q! .55.49_ 55,04' _35.9 3599. ! s ! 4494: 56. 8 5618_. .55;1@'- _56.19: 5618_ 5619_ Fl lain a = 29270 AC ~ I BLOCK 10 ~ sr BLOCK 12 / 3 021 5. I l 1 6Z _ 61.QZ _ .61.6Y_ ~ ' / O' 1H" ' _55.94_ 3.599_ 55,44' • _55x92: 35a09~ 55.04' ~ ~ .-,,:x _ -.emu - - - - m - v I Emerald-Dove Avenue i • r~ ~ ZO .0 ~ ~ i I * i Emerald Dove Avenue i JUNC. BOX a ~ ~ + y d Dove Avenue i 2Y B-B ASPH PNdT, sD' ROW _ - 2T 8-B ASPH PvuT, 50' ROW i i. i c i Ii 27 Q B ASPH POUT, 50' R W a i ~ _ _ - = r - - - -'r - - r ( v s _ -r r - T - r T 40.00 56.03 56.03 56.03 5693' 6693 56.03 6.03 r 1.10 0 _ - -r - --i - - - - C4 40.0 55.OU 5.00'- 55.00 55.00 55.00 55.00 55.00 55.00 55.0 55.00 55.00 40.00 \ - 1 p1pE 2 40.00 61.67 - 61.67 61.67- 39.99 \ p' BL 16 BPE BLOCK l5 \ / z z z z z z z z rBLOCK 18 BLOCK 17 BLO 16 z z z. z. z a A .zp to' IHtEr {O.j ~ ~ ~ 2 Z Z 2 ? ~ •1` DD ~ ~'R ~ ~ ~ ~'Ip -'I~ 10 O NIO 1 ~ 's+.l 1. 38' PIPE ~ ~ o! a ~l~ ,,Ip °lo "'lo NIo N(O NIp N,Io )n N ~ o o'~ c f71I ~IOD ~ ~ ~ O NI NIO 0110 ' .p ~ ~ -0• N A V' •p •P, 'P p ~ -ml N 1 O 3 IW Iw o N° too N o N ;P m'• 1~ b p •a p$ o b o w 7° w 8 b W 9 0 w 10 o w 11 •OpI4i 12 °Im 13 0 ~ oI~ is m ~ I s41 t"w i 1 Im 1 0 2. o ~ 3 o w 4 ° 4i S of oIw 2. °Im 3 °I~ 4 °I~ °I~ plm olm °.Im o(m .im . m o ~y 3 _ O W W p D p, .m OI m'~, ~ ~ 2 11 ,52 °Im °•Im J •Im oI ~ ~ ~ e'~ ~ 'e ~ ~ ~ ~ ~ 'I mom' I' ' ' TE 11 I 18' I 1 10 _ _ fi0]_PIP ? A 0 P•U,E. SEE _ _ _ _ _ _ _ - _ _ - - - - - - - - ~f - - - - - - _ , •Sai`55'2 =802:23' 2 ~ w PIPE NLET - - _ _ - THIS, EASEMENT-WIt1 BE w I t0' INIEr - - - - - _ - 34 i'W-7 •OTf" _ x - 56,Q,T~ 55,9 ~QaQ3" 5.6.43 _ _56.Q3: ~6a4~ 5643' 1 ~ 0 ' 5,40_ .55.99'- _55.44- -55a0~ _05.Q4: •o d A__. CONVEYED BY SEPAR lE 41' - ,g' X5;44 _ X1`5.44'- -55.Q4: -55,4Q- •5.1`x'- Q- -5 WITH E , ~ < z INSTRUMENT t - 1 t: DEVELOPMQJT OF PHA E 1• z mI z z z z J~ z I to' INLET' z z z z Z z z z z O G to Z Z Z mI ~ + ,mp ~ ~ ~ ~ • C ~ JI~ .+lo -'lo ''Io ~ o rr ,l . .,1~ :.l° ..Ip NIp NIp NIp p ~ w NIA N ~ ~ 5 ~ cn P' ~ 2 0 ~ 21 w) ~ ~ ~ ~ ~ 1Ic9 0l ~ NIp N~ NIo NIo NIO rn ~ N p N cn j p~ 28 p 27 p 26 p 2 a 24 0 23 0 I. ~ NIo NIo NIp N ~ o a u1 a a; 2 21 0 4i 20 ~ 4i 19 ° w 18 ° w 17 •°o w 16 oIw 15 °ol~ 14 ~ °•l~ °•I'W° °'I'w° °Im °Iw RIm t_55'2t"W. 'I , P a 4+ 6 j t: ! 26 °0 25 °ol 24 0 ~ °im o ~ oIm °.Im oIm Im .Im . m ° ~ ~ ~ 10' INIET 114.52' i oI~ 9 aIe 8 °oIm T olm I r~, ~ 36' PIPE .I~ .m A to I e• IhE et 1 1 ~ ~ OCK 1680" PIPE 1 1 BLO 1S , I 4 ~I 3 ~ ~ ~ BLOCK 16 / g4,.D4: 56,Qd' 5.69,E 3. .5¢.43'_ 54,03: X693' 3.6,4,9- w,! ! 1 BLOCK 17 / ~ .._5594'_. 35.4A_. 55,.0!! 5 55,Q➢' X594: 55,Q9_. 55.04: ~ 0 : . .35+94-. .3.99_ v -.^A,W , ~ + r S41'55'21•W _ _ _ ~ ' . ~ _ ~ _ SLQZ .5t 6Z , • ; ~ - _ ,~w,. _.,t I r y Dove RTm Trail SOl'1'TF1W ST' 1)14.52' - ~ Tlail . , i c. Box ~ i ~ Dove Run ~ i 2Y 8=8 ASPH PVMT, 57 ROW i PIPELINE CO. NI ~ Dove Run Trail I , I 5 to I 27 B-B ASPH P4MT, 50' AOW f ~ _ N.T. F sr- >T sr-sr-sr sc sr sr-sr sr_n sr _ ss 30. EAS E WI ac 2 B-B ASPH PVMT, so' Rower _ _ _ _ VOL,517, PG 507 I 1 ° C 1B• _ _ _ -r -r ---T ~ _T r.00'- 55.05 55.05 55A0'- 40.00 \ ~ .00 55.89 55.89 55.89'- 55.89'• 55.89• • 55.89 55.9 ~ S4P55'21'W a _ ~ _ ~ _ _ _ p0 ~ ' 55:00' 55:00• 55:00 55:00° 55:00 55:00 55.00 55 T PIPE ~ - 114:5+ ~ ~ , / '4o:D s%s7 - s%s7 s1s7 3s~ss \ B 20 BLO 21 I N ~ ff BLOCK 19 ~ BL 20 z z z z .zp z A A ~ z NI F~ k Z z z zt• .p ~zp m ~ ~ 1 ~ ~ W t0' INLET ~I~ NIo NIp ..Io N}Q 6 I 6 ~I ~ d A ~ ~ `~A~NI.EI ti ^ -tD~ BBE7 CA u! ~l~ ~IO -'10 O NIp NIO NIO NIO 1 Vt ,°p N.,A pi ~ )n ~ N ° C W Ip o N to •a ml 2 b. b 4 0 S o w d+ 8 ~ x I 1l0 ~i~ ..Ip t NIo ~ N c 8 ~ b ~ 10 ~ 11 ~ 12 ~ ci 13 0 $ 4i p ~ 3 pl; ol~ o oIm c - I S4t'55'21'W I ° 1 ~ 2 P+ c• 3 N ~ 4 ~ ~ S ~ 1 ~ 1 ~ .~i b 2 b td 5 °o °o w (w m 9 4Im cI~ °.Im bl .Im .~u - - lV~ ~ O W O 41 Op W Dlf"i O . ; •l~ °.Im..I m .Im m J O ~ ~ ~ I EbS' 114.52' I Zm oIm oIm ,Im .m gi m° ~ ' ~ ~ x~ ~ 2 ~l I (sEE I' BLOCK t8 ~ ~ ~ N 1 I ~ `a f N N) m 1 t (OaStING POND ~ _ 60' PIPE _ _ - _ _ _ _ _ _ - - - - - 1064' I 7 W 1> ~EENOTES'181 ` ' - _ w ~ n 10' INtEI' _ _ _ _ J. .1~. , - - - b"'2 - , - - - 9.. .SJ~'.-. -00,0;3 ;ia6 I s4r55'2t "w - - - - - ~ t'W3 .0.6" < ~ _ - 55'4.9'- _`.x.44: ..55a4Q_ •55.44'- -05.44- 3594_ .;z5,4D'- -55'Q4- -05'°•4- -i , r.6;iQ4: _ 5@.@~9: ~ 14.52, 1 1 .65,44'`" •§,1.61:- L67_ JiL6L _04,9 v w ' 15.44'_ 55 -05aDQ 30,4(L L i 1 -1 i~ 1 z z z z z z rnl r ;t1'D ~2' PIPE 1 z z z z z z z z mI z ~ ~ m ~ - I s ~ ' z z • L z 1 ; z ~ ~ , ~ - i" ~ ~ °i ' ~ ~ ;l~ ,l~ ;lo ,Ip _ _ _ r----~r ~ LII ~ Z yZ O I`O,N ~OpQ L+ O ~ ~ .a ~ ~ tP ~Ipl ;l~ 'IC -'10 ,Ip NIO O 1 1 NIO N~ U1 A In is ~ {a N •P 22 ~ ~ 21 . I 1 ~ ~ fp ~ ~ ~ © P,p ~ •~IO Ip -+I17 U1Ip fll'O NIO N ~ pt 0~ D1 ~ UI •P t11'•P D ? 28 p 'I: 27 p 26 p W 25 p W 24 O W 23 pb W w ~ ' S4T55'21'W ~ N~o NIp NIo inlO a~• 'h N •a: ^ o o ~ o ~ 22 ~ 21 ° w 20 ° r,i 19 ° 4i 18 ~ 4i 17 °0 4i 16 0141 15 p 0. R11Et olwp o~ olm olm olm ,Im . m I°- 10 b a 9 e g o 7 o w 6 26 pIw 24 °I~ 23 0l~ w °•Im 4Im oIm ?Im -Im . m Bo' PIPE I ~ ~ 114.52' ~ pIw °I~ °I~ plm ` p?,~ .{c'T m o N I NI ( . m i :e.3 ~ ~ ~ 20 B 21 to' INLEf- ' I. 9 f:' 3s' PIPE ~ `i' ~ ~ 20 BIA / 1B g: X5,59- 55.02 85,92_ -~5,$9 .55•.$9'_ _55,92. . w I w~ ~ I I (BLOCK I9 _ ~ ..-_ra,e .,,•n~+ B nn~ SF nn' ,.tinn 55.00'_ ~,59D_ 55.QQ ~"~.D4:~`99_ 55.00' S59Q: x`•44; .49' ~Q,H r S4155'21'W OII \ -rty6Z 51 Qz -I- * w , 1.1 a.5z - • ' • • ~duNC• Box . PIPE Dove Chase Lace Dove Chase Lane 4- -4 30 2r B-B ASPH PPMT, 50' ROW I c f ' to :.I 0 Dove Chase e " zr a-B ASPH PYMY W Row 60- r . 04 I w,I 2r B-B ASPH P 5O'.. ROW I . - T5-.00r- - r z65-60- - - A0 S-r, s-6 S-6 40.00 55.00 55.OD 55 Q - - - r - r - r ° - T z z 55.00 55.UQ 40.00 \ r 5' INLEP S4T55*21"W s c ~~D r / 55.00 556.'0-6'-- 95-.0V 55.00 55.00 55.00 55.OQ 55.OD 59,00+ 22 t 55.00 61.67 3 114.52' 61.67 -61.67 999 y, `x0.00 BL I B' BLOCK6 z z 1z- z z z ~tO:.wtEt. BL 22 z z z IP BLOCK23 ' z z z , a ~ N( I f z T. N z Z Z Z is 2 PIPE A •A J CR j Oo -101 I -'1 I I I~ 5A WIp „Ip -4,0 w 1 18 ' t0' INLET p t< . m W •'le 'lo CR Ia o N o N o 13 a 48 47 ? v 46 45 0 44 J ? 43 42 pIp 41 w~ PIPE ~ ~I~ 'IW I 'I~ IO (O NIO NIA P N N N A It P ( m w O w W JI o N '~i S415'21 'W wIo ml a p m° 5 in +t 2 3 to 4 io 5 m 6 co a 7 a w 8 ao w 9 m w 10 o w 11 w 12 Nlw 10' INLET 1 1 to Ia> ~I~ - Im °.Im m w o .n $ 3 n 4 1 o m w w w m w J aI roI ~m Im m 10' INLET ° Im in 114.52 w 1 1 I 1 ' p ' CA 2 W w mIw 1 o~~ 0°Im mIm WIm I- (m Im m m . PIPE -1 :9 f J NI I m :9 16.9 'e~ m I I 1 Ito m cm INIS r. PE Y :9 $ 'e3 12" G 2' PIPE c En "s tU _ - _ -.10 is 23 BLOCK T 5A0~ D r g 9•^ ,:r,.:,,;:., .,,y.A•_ ~ \ JU -7i. O D ~ -.r - 5. - 0 - T -L _ r ~.D O O S t ii.-. M21 " - MATCHUNE SHEET 1 OF 2 t0' INLEf B6' PIPE JUNG. BOX US= d@u3~ fia t 'PIPE ~m NLET SHEET 2 OF '2 k MATCHLiNE SHEET 10F m o o g NI a s f /11 -7;7 R SHEET 2 OF 2 " - 't ;;~QA j3qrF m -4 n-A-A-C r . ~k y _ I I I ~ I ~ ti - - ws - -I I I i I - ,~'wS \ ~ / i ~ - - i I - - -I-- ~ o I' ~ ~ _ I ~ ~ ~ i ► I I = ~ ~ I I ~ I l ,.5' ws ~ ~ / I I I - - I / ~ / / I I I I , I I 4° SS - - - - ~ I / / ~ I I / / I I i I I I / ~ I I ~ I ~ ~ ~ ~ I I 1 I I I / ~ I I I i - / I I " J - i I ss 1 ~ r ~ I I I ASS - / y ~ ~D I ~ ~ ~ + ( W-hZ~__ 12 - - - - - I / 0 0 - I s / _ I y I STA.0+00 / CONNECT TO 12 X ~ ' M.J. CROSS ON i ~ ~ ~ I I _ 3 - ~ ~ I I ~I ~ ~ WATERLINE W 1 4~~ 8"X6" M.J. REDUG~R ~ ~ I r ( e I 6" M.J. GATE VAL - - I I la' ss - - - - WS ~ - - I - - - - ss „ti 4, ~ I I ~ I ~ 1~ ------I I I I N h: o ~ ~ I I I 1 i I I I:a I I I ~ I I ~ I I I I I I I ;:r I ~ I I I I I I I I ~ I z I ~ I ~ ~ i I ~ I - ~ - I I ~ ~ 3 ~ I ( 1.5 WS } ~ I y I ~ ~ I ~ - I I ~ I I I ~ ► I I I I I _ ~ ~ I II ~ ~ I'~ I st ~ ~ I I I ~ _ _ I ~ - ~ ~ 1.5 WS m ; 3 ut ~ , to in N ~ N r ul j \ - - ~ ~ ------v 66.55 STA. 1+73.09 W W . ~ _ . ~ ~ ~ . _W W _ ,:~A,.. _ E HYDRAN 0. . ~ .sa,.: AND 6 M.J. W „r.,<. , ~ ~ _s.. - VERTICAL EX E SIO II ~ J" ~ / II I ` ~ 3 3 3 3 I~ ~ 3 STA.1+77.07 N ~ ~ ~ ~ ~ STA.8+66.55 6° 45' M.J. BEAN 3 ~ ~ INSTALL 2" BLOWOFF 3 1r ~ II ASSEMBLY STA.1+94.6 N o / ~Yt \ ~ 6" 45' M.J ND _ g-5 g-S 8-S R-5 8-5 E-S-Q~ 8-S S-S--~ -S S-S 8-S N / -------~v3-------- ~ ~ fi STA. 7+42.05 / ~ , ~ ~ 6" M.J. TEE 't ~ j , 1 I I ( I I I ( ( STA, 7+55.00 ~ 6" M.J. GATE VALVE ~r ~ t ~ / ~ I I I' I i I I ~ ~ ~ ~ ~ ~ ~ ~O ~ ~ ~ ~ 1 i ~ 1 ~ I I I I I I I i I - I i1 I` ~ 40 20 0 ~ ~ SCALE IN FEED PROFILE SCALE > STRUCTURA 1 = 40 HORIZ. - „ BACKFILL 1 = 4 VERT. I i' _ 312 ~ - ~ _ EXISTING GROU D o J O W N IJ~ ~ W DESIGN RADE . ~ o I- W - - - - _ _ _ W d: ~ O W ~r - W ~ Z - - W a0 t~ i~ N'l ~ ~ 00 04 ~ ~ e~---_. rn c~ ~ -O. QN~ N 1 % t-Ja Q II -0.47% a 4 6' MIN.- 296 8 SEWER LNE S-2 w w ~ ,p O W Z= ~ OW ~ N ~ ~ ~ ~ V. _ n ~X r ~QO U q W U U U U U U ; U O OJ (1) U ~ t 00 U O- V1 > O U O ~ x E~ w r- 00 r j m Q rn m L, J ~pp\ NO7W M •W W M W M W W W W W W ox~ II J W J Ot- to IIO W i U) IIO I cn Ito Ito i N I V) (n I I U) J I N N !n 0 M 114 - IL to tL Z W tY LLJ V) _j - W w W W w X Ln W LL LL- >1 n I LL0 ~+irrr O c0 Z J I- r m W I- M M I- O o0 F O M F Q 01) 03 oW W °.Qa a o W a m a a a a a a F- 00 C~ 04 O W N a c0 Q r r ao a O d 0) O O N Ttn )U) t~ o~Z d oo rn+~ roF rn + r~ N + mg 00 + to a0+ +tn TI- + En _ + to rn cn to t- cn 00 m O W J r O (00tn - LO ,-J + +-N In -J + N NJ O Mtn to 'd'J d'to J J P7 w J in V) O O O O d` O 0) O z F a d W - d ;q d a ~r d d d din d o din a O d O: O\ O • O t- O O I- O O t- rn 0) H O In 3 to to to to 3 to - to M M to r~ to to N N U) - N 0 "D in U) to 1 0+00 1+00 2+00 3+00 4+00 5+00 6+00 PROFILE 11 WATERLINE W-2 1 N m 2" PIPE ~ ~ w ~ W in W I $LOCK23 ~ 1s.s _ ~ '~Im ~;I,c ~Im 'A in ~ 07 ~N ~~~Aa - N J \ 1/ °-gym ~'m"~ °-gym °D.o w~~o - ---1----i -TJ(J:J C. tO' L~T --T --I-. -~i --T -T --T --T -.-r -T-/ --T--.i. -S 'i' D~ 5 -'I'_- ~ -2 - '"7 - K ~ 0 0 _ s .s o0 s - t ~9 , . M, ~ k .A - us ~.ar.::1.. tom! ~y-~; r ~ G r PI ~ r r ~ 10' INtEr~ 86' IP JUNC. fi0x ~ MATCHLINE SHEET 1 OF 2 Y I~ ~ ~ m ~ ~ MATCHL NE ~ SHEET 10F 2 1 'PIPE p~ P E a.9..a - ~~i'`gow BB FlPE SHEET20F2. _ 42 PIPE ' r -1 F .-w .v..; - ......a~..-..~~.... a.... ve.. ~ - . . .a. ti i..... ~ PIPE N 41 5356E 786 3 E .05 - 66' PIPE r 1~14'a,14 58 ----014'1 5356- ~ 539.55 64' r , ( ~ ~iJ PIPE ~ ~ \ I ~ 1 Edward oehling 1 W ~ C J~ ~ CITY OF COLLEGE STATION 20 P.U.E. ~ ~ ~ 9.8 Acre CONS y ~ ~ ~ (3393/1) NP/V)WAt1 ® ~ ca DR1 ~ \ s® az Fnoehlin "~i° ~e ~ d g I \ ~ ~ Remainder of 93.543 AC. ~ ~ ~Aa ~ ~ DETENITON-AREA. ~i ~ 3'1621199 ~ 'p ~ ® ~ ~ 2.9 ACRES ~ ~p ZONED R 1 ~ 0 $ E>USTING 15' \ e SEWER LINE \ 1 ® ~ ~ \ +a®a ® I , ~m wee t~ ~~r . _ I ~ ~ ' I ~ •a, ~ `j~•,` N / ~ a ti: 1 , ve "~;e ~ ` I { .t4- / r h . • vt . / / ~ / 5th.. / ~ 1 / f / ~ y dal' Q / ~ w=1♦ / ~ 3 . 7 ~ 35 E 43.0 G 1 s C esa Lane ]lesa}~eake Court F Meaaow • • ioa - Phase ; Z ZONED&1 Alexan ' S 'visio At dria sthdi ' on e r P le Martin Cove Phew 4B / ~ ~ ~ , ZONID R 1 Z NED -1 • ,,I / , ~ ~ 11.2 Acre Common & Meiutaiaed by Sp' kHomeotmds Assaciatio ~ D vill CDUrt Vol. g.z41 ~ cu i w a t ~ W ti m / 1 exeadriaS vision ii Phase 4B C G ~ i ONED R 1 C / ~ ro 4 ,r---- II ~ _ CURVE'TABLE CURVE TABLE, CONT. - CURVE LENGTH RADIUS DELTA TANGENT CHORD CHORD BEARING CURVE LENGTH RADIUS DELTA TANGENT CHORD CHORD BEARING 3 Ct ° 39:75' 25AD' 91'06'21' ° 25:49' - 35.69'• 502'31'29'E G94 • 39:27" 25:00'° 90'00'00' 25.OD' 35.36' N8S55'21'E C2 39.27 25.00' 9D'00'OD" 25.00' 35.36' NB6'55'21"E C92 39.27 25.00' 9D'00'OD" 25.00' 35.36' S03'D4'39'E NOTES: C7 39.47 25AD' 9D'2T38" 25.20' 35.50' ND3'18'28w C93 39.27 25.00' 9D'00'00" 25.00' 35.36' SB6'S5'21w CB 39.46' zsAO' •90'26'16° 25.19' 35.49' S88'14'35w ~ C94 39.26' 25.00' 89'58'35' 24.99' 35.35' N03'05'22w 1. NORTH ORIENTATION IS BASED ON ROTATING THE SOUTHWEST UNE TO GRID NGT~TH BY C9 39.06' 25.00' 89'33'44' 24.81' 35.22' S03'45'25°E C95 39.28' 25.00' 90'01'25° 25.D1' 35.36' N86'54'38"E UTILIZING GPS METHODS. C70 3997 .25.00:. 89:32:22.24.50.'.. .3527' N88'41'32"E C96 392Z' .25.00' 9D'00'00" .25.00' 35.36'.. S03'04'39'E . Cit 39.47 25.DD' 90'2738' 25.24' 35.50' S03'18'28°E C97 39.42' 25.00' 90'21'19' 25.16' 35.46' SBTO6'OOw 2. THE FOLLOWING EASEMENT INFORMATION PERTAINS TO THIS TRACT: C12 39.D7' 25.00' 89'32'22" 24.80' 35.21' N86'41'32'E C98 39.11' . 25.40' 89'36'41" 24.85: 35.25' N0754'OOw c13 1s.n' " zs.4o' 36'0759' - 8:16' •-15:51' N23'51'21°E C99- 39:27' 2590'' 90'06'00" 25.00' 35.36' NB6'55'21"E A. THE RIGHT-OF-WAY EASEMENT TO THE CITY OF BRYAN RECORDED IN VOL. 98, PG. C14 141.91' 50.00' 6737'18' 327.16' 98.85' SBTO6'OOw C100 .39.27' 25.ao' 90'00'00' 25.00' 35.36' S03'04'39"E 84 MAY AFFECT THIS TRACT, BUT IT'S LOCATION IS UNKNOWN. c1s 15.n' 25.00' 3so75s• sas' 15.51' S29'39'20'E C1D1 39.42' S.ao' 90'21'19' 25.16' 35.46' 56T06'OOw B. THE RIGHT-OF-WAY EASEMENT TO THE CITY OF BRYAN RECORDED IN VOL. 1764, C16 13.59' 25.00' $1'09'02' 6.97 13.43' S63'1T51'E C102 39.11' 25.DD' 89'38'41' 24.85' 35.25' N02'54'ODw PG$. 8 & 11 DOES AFFECT THIS TRACT AND IS SHOWN. c17 132s6' 50.60' t51.5s'44' 200.13' s7.o2' Nor54'6Dw c1o3 3s.27 5.60' so'o6'60' 25.00' 35.36' N8S55'21'E C. THE EASEMENT TO THE CITY OF COLLEGE STATION IS RECORDED IN VOL. 3393, PG. C18 13.59' 25.00: 31'09:02. fi.9T .13.43' . S5T29'S2w Ctoa 39.27 26.00' 90'00'00' 25.00' 35.36' So3.04'39'E 1 DOES AFFECT THIS TRACT AND' IS SHOWN. c1s 3s.2T 25.00' soa6'oo' 2s.aD' 35.36' S03'04'39'E C105 39.2' 25.00' 90`21'19' 25.16: 35.46' SBTD6'ODw D. THE EASEMENT AND RIGHT-OF-WAY TO GTE SOUTHWEST LNG. RECORDED iN VOL. C20 39.56' 25.00' 90'40'23' 25.34' 3s.56' 96'35'10"E Ct06 39.11' 25A0' 89'38'41° 24.65' 35.25' N02'54'OOw 4003, PG. 122 DOES.. AFFECT THIS...TRACT.AND .IS. SHOWN. C21" 229:88` 430:00' 30'39'52" 117:76' 227:16` S56'33'54w C107 39.27 25.00' 90'00'00' 25.00' 35.36' NB6'55'21'E C22 39.26' 25.D0' 89'58'35' 24.99' 35.35' N03'05'22w C10a 39.27 25A0' 90'00'00" 25.00' 35.36' S03'04'39`E c23 3s.27' 2s.44' s4'ao'oo" 25.OD' 35.36'. s86'S5'21w C149 39.42' 25.00' 90.21'19" 25.is' 35.46' sBTOS'aDw 3. THIS PROPERTY IS CURRENTLY ZONED R-1, SINGLE-FAMILY RESIDENTIAL. • C24 39.27 ~ 25.DD' 90'00'00' - 25.OD' 35.36' N03'D4'39w C110 39.11' 25.00' 69'38'41` 24.85' 35.25' N02'54'ODw C25 5.00' 31'12'54" 6.98' 13.45' N63'41'O6w Citt 39.27 25.D0' 90'OD'00' 25.00' 35.36' NBB'55'2i'E 4. THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN 1994 FOR 1HE CITY 13.62' 2 C26 133.02' 50.00'. 15725'48'.293]9'...97.12': SD3'04'39'E C112 39.34' 25A0' 90'09'21' 25.07 35.40' NB6'49'.15'E OF COLLEGE STATION. C27 13.62' 25.00' 31'12'54" 6.98' 13.45' N5T31'48"E 0113 52.36' 50.D0' 60'00'00" 29.By' 50.00' N11'44'35'E c28 3s.2T 25.00' saaD'o6. 25.46' 35.36' N03'04'39w Ct14 170.16' S0A0' 94'59'23' 380.5' 99.15' s7s•14'ts 5. THE SURVEY FOR THIS PROPERTY WAS PREPARED WITH THE BENEFIT OF A TITL!: POLICY Y cgs Seas' 25:00' 68'53'•39" - 24.52' ' 35.01' S8T28'3iw PREPARED BY BRAZOS COUNTY ABSTRACT COMPANY. ALL EASEMENT INFORMATION' C30 36.66' 25.00' 84•'01'02' 22.52' 33.46' Sa3'55'52w APPLICABLE TO THE SURVEY IS SHOWN ACCORDING TO THIS POLICY IN GF N0. 14f)603. ~ C31, 202.73' 430.D0' 26'55'58" 102.97 20027 S6T3i 36w ~ v~ C32 197.76' 370.00' 36'3726" 10130' 195.42' N65'4052 6. THIS PROPERTY DOES NOT LIE WITHIN A 100-YEAR FLOOD HAZARD AREA AS PCR FLOOD C33 7 25.00' 92'1730" 26.02 36.06 N04'13'24w ~ 40.2 c34 3s2T 25.Dn' sn~aa'nn ...259a 35.36' - N86'55'21.'E INSURANCE RATE MAP (FIRM) N0. 48041C0201 D, DATED FEBRUARY 9, 2000. ~ ~ C35 39.27 25.00' 90'00'00' 25.00' 35.36' SD3'04'39`E cis 3x27' 25.00' so'4o'aa" zs.oo' 35.36' ses'SS'2tw 7. CURVE LENGTHS SHOWN ARE ARC LENGTHS. ~ G37 °39:27 ° 25:00' 90'QO'EIO" 25:00• - 35:36' N03'D4'39"W- ' ~ c3B 39.27 25.00' 90'DO'OD' 25.40' 35.36' N86'55'2t'E N RE VESTED FOR BLOCK LENGTH FOR BLOCKS 1, 2, 4 k 6. ~ ~ s 'oD' 25.00' . 35.36' sD3'aa'3s"E 8. A VARIANCE HAS BEE O C3 39.27 25.00' 90'00 C40 39.27 ~ 25.Od 90'DO'OD' 25.00' 35.36' SB6'55'21w 9. LOTS 1, 2, 3 & 7, BLOCK 3 ARE TO TAKE DRIVEWAY ACCESS TO NEELLEY LANE. C41 39.27 25.00 9D'000D 25.OD 35.36 N03'D439w C42 39.27.' 259D' .90'00'.00' .25.00'. .3536' Na6'5521.'E. C43 39.27 25.06' 9D'OObO' 25.00' 35.36' so3'o4'3s"E 10. THE FOLLOWING LOTS, WHICH IS ALL OF PHASE 1, WILL SEWER TO THE 92-0'X SEWER C44 39.27 2590' 90'00'00' 25.60' 35.36' S86'S5'21w IMPACT FEE UNE: BLOCK 1, LOTS 1-21; BLOCK 2, LOTS 1-14; BLOCK 3, LOTS 1-12; C45 ' 39:21 - 25:60'' •90'00'00" 25:00'' 35:36' ND3'04'39w•° BLOCK 4, LOTS 1-41; BLOCK 5, LOTS 1-7; BLOCK 7, LOTS 1-19; AND BLOCK LOTS C46 39.27 25AD' 90'00'00" 25.00' 35.36' N8S55'21'E 1-5. C47 3927 25AD' 90'00'60' 25A0' 35.36' S03'04'39°E C48 39.27 25A0' 96'00'00' 25.00' 35,36' SBS55' 1w 11. THE 20' PUBLIC UTILITY EASEMENT ALONG THE PROPERTY UNE ADJACENT TO }liE _ s_, a ~ - - - . cos 3x.27 2s:aD' sa•DO'6o" 2s.oD' 35.36' ND3'a4,39w SCHOOL PROPERTY WILL BE USED FOR THE EXTENSION OF THE POWERUNES IN OLDER TO i vj C50 3927' .25.04' .9a•QO'OD' .2590'..3536'_ N865521..E ' ' o" 25.00' 35.36' so3'o4'3s°E PROVIDE ELECTRICAL SERVICE TO THIS PROPERTY. SINCE THE ENTIRE LENGTH IS f?EQUIRED C51 39.27 25.00' 90'000 L r~ ~~r c52 s.2i' 25.aD' so•oo'60' 25.00' 35.36' ses•55'21w FOR THIS EXTENSION, THIS EASEMENT WILL BE CONVEYED BY SEPARATE INSTRUMEIIT WITH - G53' ' 39:26' - 25:06' 89'58'35' 24:99'° -35.35' N03'05'22w" UNE TABLE THE DEVELOPMENT OF PHASE 1'. C54 39.28' 25.00' 90'01'25" 25.01' 35.36' Na6'54'38"E UNE LENGTH BEARING c55 3s.27 25.aD' so•DO'D4` 25.00' 35.36' so3'D4'3s"E a to7az' Narot'2YE 12. ALEXANDRIA AVENUE WILL BE CONSTRUCTED TO CONNECT PHASE 3 OF THIS SJBDIVISION C56 ~ 42.72' 25AD' 9754'04' 2871' • 37.71' SOTOt'41'E L2 73.58' S48'04'39'E WITH THE ALEXANDRIA SUBDIVISION. C59 98.49' 425.00' 13'16'39" 49.47 9827 S3StT01w L5 72.89' S48'32'1TE C60 30x0.' .2596:. 70'21'43' 1.7.62. .28.81.'.. N63'.49'33'E... Ls so.z6' Nar55'21"E 13. THE STORM WATER DETENTION FACILITIES FOR PHASES 1 AND 2 OF THIS SUBpIVISiON C61 161.54' 370.00' 25'00'52' 82.08' 160.26' S68'29'69'E L7 89.80' N41'S5'21'E WILL BE TEMPORARY DETENTION PONDS LOCATED WITHIN THE LIMITS OF PHASE 3 4ND C63 39.07 5AD' 89'3222 24.80' 35.21 SBS4132w L8 65.42' 548'04'39°E PHASE 4 OF THE SUBDVISION. THE EXISTING PONDS ON. THE PROPERTY WILL BE MODIFIED - 664' 39:47 25:60` 90'2736" 25:20' -35:50' N03'18'2aw•- L9 89.54' N41'S3'56"E ~ Css 44.72' 25AD' 102'29'22 31.14' 38.99' s2t•Dt'SS°E ~ AND UTILIZED AS TEMPORARY DETEMION PONDS. THE PERMANENT STORM WATER DETENTION L1D 89.52 N415521 E cs7 7ss4' 375.00' 1r42'3s" 3x.45' 7s.51' s3s'o4'o3w FACILITIES FOR THE ENTIRE SUBDIVISION WILL BE LOCATED IN THE 9.8 ACRE TRACE SHOWN SB6'41'32w L11 89.52' NaP55'21'E ON THIS PLAT. THE PERMANENT DETENTION FACILITES WILL BE DESIGNED TO MEET THE C69 . 39.07 25.00' . 89'32'22' 24.80' 35.21' L12 77.58' N41'55'21'E C69. 25A0' 90'2738' 25.20' 35.50' N03'18'28w REQUIREMENTS OF THE CITY OF COUJ=GE STATION DRAINAGE POLICY AND DESIGN 39.47 L13 75.70' S48'04'39'E C70 ,.39.51'. .25.00'.. 86'.15:46:.24.25'. . 3.4.92: N8603:14"E.. STANDARDS. A DRAINAGE STUDY WILL ALSO BE PROVIDED WITH THE PERMANENT FACILITY L14 83.06 N41552 E c71 1 8.58' 430.00' 272143" 85.38' 167.50' N61'02'45'w Lis iD3.o4' 660'55'35"E DESIGN TO SHOW THAT THE 100-YEAR FLOOD ELEVATIONS FOR THE SOUTH FORK OF LICK c7z 3627' 2s.6o' so'oo'oo' 25.66' 35.36' S03'04'39'E Lts 20.58' N28'38'42"E CREEK ARE NOT INCREASED BY THIS DEVELOPMENT. - C73° 39.07 25:00` 89'3222" 24.80'' - 85:21' S66'41'32w Liz 67.55' Sa0'59'35` C74 39.47 25.00' 90.2739' 2520' 35.50' N03'18'28w Lib 65.00' 548'04'39"E t C75 39.27 25.00' , 90'00'00" 25.00' 3 .36' . NBS55'21'E L19 65.00' S48'04'39'E C76 39.27 25.00' 90'00'00" ~ 25AD'' 35.38' S03'04'39°E L20 65.00' S48'04'39'E C77 39.27 25.00' 90'00'00' 25.00' 35.36' Sa6'55'21w L21 65AO' S4T43'20°E___ C78 39.27' . 25.00' 90'00'00' . 25.00.'. . 3536!. N03.04'39-W L22 66.00' S48'04'39"E'* C79 39.27' 25.00' 90'00'00" 25.00' 35.36' N8655'21 *E L23 66.00' S48'04'39'E C80 39.27' 25.00' 90'00'00" 25.00' 35.36' SO3'04'39'E L24 66.00' S48'04'39'E Edward Froehling ENGINEER: C81 39:27' ° 25:00'• 9o'bo'00' 25:00' '35:36' S8655'21'W C82 39.27' 25.00' 90'00'00' 25.00' 35.36' N03'04'39'W L26 L25 66.00' S4rOe39'W FJLA I UWIVtK: 3887 High Lonesome C83 39.27' 25.00' 90'00'00" 25.00' 35.36' N86'55'21 "E 66.17' N48'04'39 L27 66.06• 546'04'39•E College Station, TX 77845 C84 39.27' 25.00' 90'00'00" 5.00' 35.36' S03'04'39'E L28 66.02' S4WOV39'E C85 39.27' 25.00' 90'00'00" 25.00' 35.36' S86'55'21 "W L29 65.74' S48'04'39'E T CON C86 39.27' 25.00'.. 90AO'00' 25.00:.. 35.36. N03'.0.4'39'W L30 20.73' N86'43'43"E" C87 39.27' 25.00' 90'00'00' 25.00' 35.36' N86'55'21'E L31 120.00' S48'15'15'E C88 39.27' 25.00' 90'00'00' 25.00' 35.36' 503 04'39"E L32 96.29' S76'02'1 2E 00~ FU'& I SURVEYOR: General Contractors C89 39:27' 2500' 9000'00" 25:00= 35:36' S8655'21`W' L33 204.84' 54813'31'E C90 39.27' 25.00' 90'00'00" 25.00' 35.36' N03'04'39'W L34 161.22' N41'4T12'E Curtis Strong, RPLS 'No. 4961 Ginger L. Urso, P.E. Strong Surveying 1707 Graham Rbad C3, C4, C5, C6, C57, C58, C62 &.C65-HAVE BEEN-OMMM. L35 0.30' N48'b7'05"W- 1722 Broadmoor, Suite 105 College Station, Texas 77845 L3 & L4 HAVE BEEN OMOTED. 1 IEUf-%M 211'a U Bryan, TX 77802 (979) 690-7711; (979) 776-9836 SHEET 2 OF 2