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HomeMy WebLinkAboutDrawingsi I ' N/F t I j_ ALVIN C. VALIGURA & WIFE. LORALEE SAUER N/F N/F j LEGEND GEND ti ROBIN HUDSON SU6DIVISI N DARKEN G. MENN AND " I WIFE, DOROTHY A. VALIGURA l 13.24 ACRE TRACT B RA LAYMAN WILLIAMS txuir� '� \ / 3276 8 PLAT RTE, MARY C. MENN I t� •___j 5:03 ACRE TRACT 795 /( ) 4.895 ACRE TRACT - Cgttme s / /728 Inn WS EXIST nON �� 92 ACRE TRACT5206/196Dov- TNG CONTOUR MAJOR I � 359/529 � '� .� . / �, LOT 1 5173 239 --.� / / EXISTING CONTOUR MINOR - ,- c ;- I i N F PLAT BOUNDARY y - �-. 1 y -. _ _ JAMES' MCCLESI, EY AND ROW LINE E _- i i -f- 4 �- E �- E i --� i N M Mc ESKEY - -'� ---^- ------ - - --- ------ ----- -=` -- -- ----- - ---- - ---- ------ CL _ ----- - ------------�--_-- - -^---- ----� - r -- -- ----- --- - --- -_-� -- LOT LINE w ` 20 eLEcl,acu , ztl i t I 1 i 4 1 I BLOCK,1 , +t I lc . i I zo Ii 1.. CKiI , ; ____ I BLOCh12 z7Y� 2.56 AC E TRACT - i I i 371/1 - - I I _- I 1 I i , - , 1 I- I i i f I I i i 1 f -1 - I 1- i i 1 1 1 2779/202 1 1 '' f - - . I RUM i I P. NUM .6 I P.U. CHPNN0. 8 1 I I I I 4 a2 l : � I I _ �';� 7 ' i 1607/j Q PROPERTY CORNER ti 3 5 6 7 8 9 14 11 12 13 14 15 16 17 18 19 20 21. io 1 2 3 4 _6 7 x 1 P2%.e I I I I I I i I I I I i I i I I I P. :'< _ I I I ) ( 23 24 I ` 25. E I i l I i f _ ' a i ,o, I ) 9 i 10 I 71 I 12 I ]3 I 14 ( 75 I 16 I 17 I I$ i 19 I 20 I 21 ( 22 I I I '--------------- PROPOSED EASEMENT LINE rt -I i ,' , I PHASE LINE G r.i-- 1 f 1 i r I i l 1 1 , 20' I I 1 I 1 HEADWALL I r P' 20' I CONCRETE i v 1 1 1 I I I i P I I I i i 1 1 I 1 1 I i i 1 1 I \ �> I P.U.E -1 1 I - , , , - ! , i - i 20' ( i , �\ , ----- ----- ----- ------ ---- ----- ------ ----- ------ ------ ---- ----- ----- --- ----- - _ /` - ' � - --- -� -- ------ ----- ----- - -- --- ___-- __-- I TING EASEMENT LINE 2- / � � � � }/(-- 8_ ..� ___..._ _-•--.-._ ___-_ - _.- - -- --___-....__-_ - t �.g 8 PE 10��. „® INLET 7 \\ 'p,EC1RI0g1: I I -- - - 15 s� - -e a -- ti EASEMENT -GAS-GAS-GAS- 2 EXISTING GAS PIPELINE 883/147 SC- 51'StBt.y1.-,t. iT QST -m ,ZTy1-.R--41- -sf-sf \ J - Fal t Drive y P y a -, Pee 1 EXISTING OVERHEAD ELECTRICAL 27. B_B 24• Far t Drive Court 1 26 -. 2T mePYMT 5 • ,1 PI, PVMT, 5o ROW D. 9 i 9 E►S-Ex s,. 0 ROW ., 1 TING ELECTRICAL POWER POT.` 1�' \ ... :�•-=,x,:r,���� mss. ,o' i BL C.K 1 , Y-0 - -- / I r -r -r -r -r -r -r-,- EXISTING TELEPHONE LINE ` -^--'_•`-- ----- V ":. - r _ -,. V V V Ya Y V-9- _.-_VJ- V - y. dr _ I- i I->3LOEb13 i 1 i zo' 3 ,' - 1 _ r - -- - - -- --- -- -^ ------ - - - --- - - - ----- ---- ----- ---- ----- ----- -- - . 1 EXISTING WATERLINE i i P.u.E I t i I 1 BLOCK, �1j cR BLGC I zo i t 1 i I i I i I zo BLOC 4 1 20.- q _ P.0 E i P I KI .30 CONCI>EtE� , 1 -- -•-'� _ 1 1 Mme• -''a I I i Pdf i � 1 I 1 t ,lf�-•' i I 1 1 I I I r i i I I I i ,o'// � � s:ET. PRQPOSED 6 SANITARY SEWER LINE I �+Ni PI 1 i 1 1 I ..--'•- _ I z i D.•U.E. I 1 �.;�_ I . i I ( j I 2 bl .- oM1t eICAItE:\No.a 1 7 i PROPOSED 8 SANITARY SEWER LINE t i 1 i I 1 2 3 4 � i 6 7 ,�-'. I I „ $ 9 l i t T 12 _ 14 15 l.6 17 _: �' t 1 RIC I RD M L R A D- �I� I I I, 8 I l--�-�-I I I, I I; I i �NE,. e . / t 3 4 5 6 7 8 9 I.0 ]1 _ U l4 15 I t6 17 I 8 19. i m , I A.xaa f WI KAREN ILLER O PROPOSED SEWER MANHOLE ' cHar,NEL M I I t 1 i i I i , i .,/ I V i i i 1 i I 31 30 29 28 r ntNn6E I I 'I 4 l / / W r* l 1 I s 1 2.1 ACRE TRACT , M • 1.•! to---^may/f/ � � 1 ' 1 1 I' i I �1 I I 1 . \ EM1SENT ; 10' - I 10 Y PIPE , - - - - ,o.' i I�u.E '' ' CD ' LOCKI� ( 1 a cies i PROPOSED SEWER. CLEANOUT P.u.E / 558 72 j'{ 24' � I � / ,.,./��.!!'� 1tl ��-•-'---' _ � / - t� PROPOSED 6" WATERLINE 31e - yr(�.�' . �__ ,. 1 I •'"#• _ .-•F I i , I ! - - Ye .•- , �Y /'_ 1 '.�Ft t i I - _ _ �,l'`.. " OPOSED 8 WATERLINE s 3is c0 - CREtE I d t s' oRUNhGE � •u.>v• `ice,, :s.- NCR a, _, ALL I / , 1 I... •. -. . _ f - FLUM _ . Yaa - b - ead v Cre Drive I BL.oC 4 , v La . _ DETE TION P ND A aPa '+ i I I` I 1 1 I I I I i I I j _ t t N o 4 _ oETE1�IT1oN poND 3 ..-•• •. 1 K , gc sAw,'ARY '•s , PROPOSED. 12 WATERLINE 8 B SPH P 60' ROW NO. 6 f' 1 OILET I 1 f 1 I 1 1 I I I CD I SEWER EASE9dENT LLJ 1 I 10 I yn I F. Jt! - o, t ���-F�-- ` �• 7`���%' ' � # t I ' '~ F" PROPOSED FIRE HYDRANT U `- 2 2 75 9 2 7 1 1 I, " � � PIPE 7 1 " 36 35 34 �3 32 3 30 29 2$ . 7 �6 _. 24 23 2 �l u � j _ p ' c.A No. I W Pik sP 3o I I I PROPOSED ( I � I I I ) i �' 1 ,r'`• I SED STORM SEWER PIPE t - m PROPOSED STORMNLET _ 1 T a, 1 i 1 •� , I i I I , r I i I P.UE I _ I f t I K T T TI pam-- ----- ---' ----= wrEUHE ENf, -0 COMMON ARI-� CONCRETE HEADWALL i 1 I I I •' ,....- _ to . 1 1 •� ? - i .. . , y -so3/na t 1 I 1 L P , NO. RUN i I -, � , OFF FLOW DIRECTION LL i 3 4. 5 6 7 8 9 10 11 1T. 13. 14 15 16 17 ya i 3.]2A _ Mere t e p X , , -�, . I I I --- o ( I I 1 w t ,• .. _ PRO 1 I ) I I i ) ) - a t POSED 4 SIDEWALK C r / 9 20. - 1 _ I t3 ^ , s NLEP R i 1 t 3 zs 1 I BLOC.k 5 t o@ P .E /' 20. f 1 I( 1 I I i , m Tp - 1/ 1 I / I. 1 (� /A� 20' - o Pt�tSr.OE Oouer _n-�-n_. yr-sT-�'-�-n r I y i � I : P.uE V• W E. t P.U.E 1 I i 1 1, 2e Xao• _ � � \ �' 1 /1 .fir:..- ! ..,. a =. •.. 1 --- - - - -�'-- -- �- I y ! - - - - - --- - -- _ 1 �I f _T` iI , ._.•Y% �' f J (fig- 7y - c, V V-6 Y Y Y .-.-_--.-"�-+'_ � '_"_. ISL. 11 �`- "1 t S l I 1 PV .1 .E I i -,� I 1 I i I I- 1 I I I 9 18 1 ?" .," • ..<..,. Na N � ' ereditli ne -� -. PIP 3�• � � - I I BOCK ,D , � '�j 18 `-A .." 10 P.U. ( , t0' I 27 B A , SPH P 50 ROW z •rt , -• i � P.0 E � � I �- � VICINITY MAP )�x I 8 1.0 11 12 14 15 16 17 18 19 t 7 I I I I I I I i " (,� , - - 1 r � .a .•-' r ' ( G. YOUN m , -- 7+/sss t • r zc . �;_ , i .: .Y6 I � U . 1 I- P.0 - f 14 t �: I r I . �' i .. P.U.E. 5 1 - Sr$ 5.500 CRE TRACT to - .E . I f 1 I 1 1 I i P.u.E i I , \ I w =`1 a „ 'CI' � a" 4 - t 1 1 r � 6 �+ I E-- - I BL\QGI 7 B OCIC 7 t1D' wE a� i i - - ! > 3217/ 0 x O o I 1 I P. (- DETENTIO - v 1 m 4 5 6 $ 9 0 11 12 1 / 1 c 3s► I 3 DtE1E . ' 3gW7 ar�iv6ttls 1 1 I I ( I I ( I 14 N 5 ( 16 17 I .: ] ] . , 1 i - _ _._._ _._: aar ^ 1 I f I i f I 1 I i i 1 i I ,✓ I , ,/ ! LN Aron ! • "" - e== 4a PJ1 POND D T a T.3 1 I •' I r % BLOC i BLACKS. 1; oar i I v 1 , I 1 i i i , 1 , 1 - PIPE , 1 1 „ 11 i O. / O 1 11 wt r ,et 1 I 3s• t t I p, 1 U.E S4 213 "' 1 20.0 s. I i INLET ,z O t Ix $ ? r� I S' Is� 1 50.00, ep.00 50.00 SD. 50.00 - 50.00 50.00 00 4i0.OQ50. 50.00' 50.00 .00 50. .' 50. s SfIOD ai 50.00 .00 60. Q -�~g State tri w 6 _ 1147i7- a*W - I 1 1 I ` I 15. -----_- w GCKi ` l } _ , � zo' I 012. .QO 00 ,,-�:,--� � � � ➢t�f aY '� i BL CK17 � 1 I 0 n I� i?^ �I �i r� .�I c� �I r31 �I ,;t �. t 1 t _ F COLLEGE STATION a s• I S S .$ . 8 So a : 24 12.1 nsoo ! g i3 r i 38 37 36 35 34 33 32 $ 31 `� 0 gs 29 28 - o Y7 S S 2 $ 2 - $ 23 S 2 21 0 20 i ' e i tt5 r' i I I1 10 9 7 �� "tom ii5,"� s Q s� COMMON A 1V MANAGE 5 O I S NO. \\ U 20 { , 27tw�tEstuLePASF1Bp7 I rXl a, a,t Y>t Y,t a,t �Y11 a>t t111I1^1 I 1< I ,� 46 I KIi X11 --1 _: ' '� ' x E $ JD3/276 I RUE 1 3.33 ACRES - 1 ��-` �� / p $ 15 I V -- ---= ---- ---- --- - ---- ---- ----- t-- - --J 12'13 P.VE / r '♦ / g - -^ - - --- - ----- - -- --- ----- ;�----- - ---- - - - ---- - - - -- --- - - trS _ p i�n 115.00 -, i --- - - ---- ----- '� kt' 05 $ O , Yi +y �► Ic WeObomRoad - FM I54 m Y x Y t I t 00 �O OMMON AREA II BLOCK 8 - ,r j a - --�-- 1 t -y moo` i $ 1 21 t t ,.� i - _ -. - �21 ,•� iT 11q NO. 13 DETENTION �ry� 9 I Pi r' tr - r s4 _ i 7 e <"-115.oD Carriker Court ; , 6 I, ,2 3 w / 3.38 ACREs POND 2A .1 T1 -► 2r -e /iSPtl PVMT, so' RO , , f 1�+ `/� 'C11 r��' 27 B -B PVMT.50 ROW J - ° to' t \ 1toog teaD' I who 35.00 P C i LOCK �$ n DETENTION 11 t 22 $ 27iP.vE o - -- - ---- -- --- ---- ---- ---- - ----- ---- - ------ - - ------ ------ ----- - --- ---- --- '' 1 44 Id POND 2B z i % ( Q ' C 20 - - - --- - ---- i iV COMMON AREA _ amw% . ----- - -- - ---- ' N LSGRN o I ,tl I LOCK110 1 P.UE i I 1 I I rt I I" 1 1 PUE 1 IBL CK110 - L1_2 3-L _ z NO 115.00 I r zo- :• , fir. s � BA Y L., YONG l.' � ill IS ;,�` i �P.U.E r I ' keI/ , � i � is 4.9 ACRE ACT � 43 $ 0.16 ACRES 23 to' �I .� .� --+--' 'sr � . $ $ "15 $I t t I I i $ $ . $ !"I I 31/44Ni Yi m a3 Ui ,o iti _ �� BLOCIG 5 i 2 3 4 5N 6 a H 8 9 10+i 1 1 1 ( /a11 12 I 14'i3 16 $ 7 a 1 UR 19 l S4Tt2 t 1 1 , BLOCK 14 $ i l i co , a� a< / /� Y>t a,t Lid �_~� I� �;1 i1� tXl itl �Sii I a4 1 tsoo 1 I a i3 N 5 (0 X ar 1 0 , „ I t 1s.ao -T I atI 2 al 3 al 4 $ s4 ,or11Z� _ I/ i I `t I f/ I I 1 I i f t3 . 1 S rr I 1 1 1 I i `! E $ - ' 24 f 1 I I I PAE C.A.!� /•- 10, m 1 .42 O. 1 11 S I �• i 1 I - '- _ �o n rncnEs 4 E- P i I s4r�2.13`E-119 i PROJECT I 1 3 t1tl' oo '1�+ � 1 T12'13'E- mow T12'13"E-150.00' 1 ' 3" - 0 , - - - " 1 _ _ _ _ _S4T '13 367.49 _ LOCATION P.UE 10.00 l2 t 160.00' 50. 50.00' 80.00' 147.49' to _ .. L N4Tt2'13 -120.00 i. w w e I _ �., t `1� ou 50.00' So.00• *,000• - - 1 1 - - _. :. _ _ - r i• 40.31 �,. nn - OO TST�V coAtmtoN• BLOC 10� - - -� i n '�y a� • . ..J,.. -- r r w. .....f,0. _. _._ 1. ase". I:. _ __.__ '. __. E 1 BLGC 10 r _ xa BLOCK 13 I 1 __ _ _ <- - _ NOT TO SCALE _. 'SRO . N . / � ,. S4T12 200.00 PVM1T, ss \ o f I I I I I 1 t I 1 1 � o � OCK 8 I t 1 38' B-6 ♦O.Is A tiES /f �1 r'q /I ` I 1 1 al 2 1 I 1 BLGCICI 8 '+ ' ' C ♦ _; f �I t'' �• t BLOCIC18 W. 1 I I 8 S g 1 1 ♦ m $ $ $ $ $ I �0 i Pi ill c31 �I �) i� .�I iq cel pAE - ♦ 36 35/ 34 33 32 31 ri "3© 29 ,°$ 28 $ 27 $ 26 25 $ 24 . $ 2 . S 2* 21 $ 2 I Li i 1 o I I , % .�I I i- . $ $ 7 (�► � � t� N �a�`�II' 1 I 41 4 40 0 39 g 38 $ 7� 36 2 35 34: 32 a g 3 52 -• - _ NO.10 v ��. o o g}!; n n ,Lt�`��J'n z ery��•�a_ rS I N Pv a tFrMOM _ 0. 6 J , ULI t*it O 4 I tvf = 1 10 sELt+1 i i L' r'• /' �I ail ail 1 I � „ � o � P.vE +''� ,.---I--� PUE � �,, I^ I 1 I I 1 1 �' I I J �' I , j I � �;1 �I � �I' �+ � � �i �1 H �' �I 1 �1 xr � � � i o i. ,�--�. 5.02'- 7� -- --J (-- ---- ----- � ----'- ---- - ---- --------. ----- i -_- i I ---- --- I~ --- -- � 1 - 1 ---- -- - -- --- �, s7 i .� " 1 6 ss ---- ------ - - R �` g'�'NOAR%T/ " 1RUZ ( Ic I-ANDSCAPEBUFFE2 - 1 ♦♦ _,._ _ _ PRE.LIMI 0.01 ACRES , til 1 i f I I ._..JOH- r r II. r 0.77CR '.1 A E CT V 1 64,,\/40. -•-� 4,.,r1 Lv; I RVE- 1 J - TT f -► PALL I - N F 26 � .-► PIPE a - PIPE � -► -, - / I a e Drive � 24 26 .- .- 5 wood D v t r PTE 3A t; 10 g • / 10' 24• v � �° ,o• �• � � 2a 1raEr 2t .RIRc. Sa ewOOd a •� -+ , -► i e-a� Ply g ,. e. t t au b I 6 I RICK L Yt1UN te'� -► 2r B -B ASPH PVA1T, 50 ROW I 10 -► -► y 7tY -► t MIX 4 F- -► 2r 8-B ASPH T. 1W -► 44WE -• -► -► �` ,� 1 2 -9 ASPH PVMT, 50 w \ r I 5.500 ACRE TRACT , 1 C \ 1 im i" 2 1 1ff - B O _ 1 1 % P.U,E. t i • _ I � • L � I i �/ '� n / .VE 1 3�+ / 8 5 6 8 7 8 8 8 9 10 0 EVELOFjER.2008 ' ~I' t7i1 � 1�S 11 12 13 a>I^ ill r7il � 14. BRAZOS COUNTY WILL HAVE NO MAINTENANCE RESPONSIBILITY OUTSIDE THE BACK OF CURB OF THE STREET. MAINTENANCE OF THE WATER AND SANITARY SEWER SYSTEM WILL BE BY WELLBORN SPECIAL UTILITY DISTRICT. MAINTENANCE OF THE SIDEWALKS, STORM SEWER, DRAINAGE AND DETENTION AREAS WILL BE BY 1 RUSE I { I 1 I 1 I 1 I 1 PTE r g C' CURVE _sooa� 2 / 3217 6 C -e �o oas a r PIPE I r+• Nbw --- �o_iB.N' --38L s 1 B OCK112 i PAE I i i 1 I BLOCK112 I, 1$ 1' B(yCgl, I j--- IE 1 I tLOCK112 1 (--- I 2a = ♦�` �, P i i RVE PI i6' a S . $ $ $ Lt CQMMON Al _ f 2 'L� S ^$ $ S $ 8 8 $ S, $ $ o I d I $ S LOCK 3 4 N S iJN 6 tN 7� 9+ 10 N i l $ 3 15 r 1 17 N .i8""N 19 20 N 21 22 i I 1 2 3 4 u $` OS 13 �1 d ai ail ail ail. a ail •a>�� �1 �g.i .29 s � �i �" al a, ,...�- a, a, �p i ,c• P.VE I I VE ----- ---- ----- ---- --- L-- - --- f m-----UZ ----- 1-- ---- ----- ----- ----- ----- ------ ----- - - ----- ------^----' -- P nW 0 R I N4701211 BIW z 51).52' N/F 1R.79 ACRE Q ACT 10� rJ� 1�0 / 12 4 671 r / 1 f SC LE IN EET KD _. 1T. 1�:--- -REVISE _ - S D NOTES. -- 1. BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. I 2. NO PORTION OF THIS TRACT IS WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO THE F.E.M.A. FLOOD IN..IMINARY PSURANCE RATE MAP FOR BRAZOS COUNTY AND LAT INCORPORATED AREAS, COMMUNITY PANEL NO. 48041CO200 C, EFFECTIVE DATE: 07--02-1992. 3. THE. PROPOSED STREETS WILL BE CONSTRUCTED TO AN URBAN SECTION WITH CONCRETECURB AND GUTTER INSTEAD OF RURAL SECTION WITH OPEN E D W C R E E K SUBDIVISION DRAINAGE DITCHES. THE STORMWATER RUNOFF IN THE STREETS WILL BE CAPTURED BY A STORM SEWER SYSTEM AND DISCHARGED INTO EXISTING OR PROPOSED DRAINAGE DITCHES. DETENTION FACILITIES WILL BE CONSTRUCTED TO CONTROL THE PEAK RUNOFFF DISCHARGE TO PRE -DEVELOPMENT VALUES. THE STREETS AND 74.742 ACRES DRAINAGE, SYSTEM WILL. BE DESIGNED TO CITY OF COLLEGE STATION STANDARDS. P - 4. THERE WILL BE NO DRIVEWAY ACCESS TO KOPPE BRIDGE ROAD FROM THE RESIDENTIAL LOTS ADJACENT TO KOPPEH SE 4A. 13. 2�` �+ BRIDGE. ROAD IN THE MEADOWCREEK 0 v ACRES 50 LOTS SUBDIVISION. THERE WILL BE NO DRIVEWAY ACCESS TO CORNER LOTS FROM SIDE STREETS. I PIA E - 4B:7.5 0 ACRES Q i� 5. THE IXISTItIG ELECTRICAL EASEMENTS AND .ELECTRIC LINES WILL BE ABANDONED OR RELOCATED FOR THIS DEVELOPMENT. � �`-' LOTS THE DEVELOPER WILL BE ! RESPONSIBLE FOR THE COST OF THE RELOCATION OR ABANDONMENT. EASEMENTS THAT CURRENTLY BURDEN THE LAND WILL HAVE TO GO THROUGH BTU'S p /� EASEMENT RELEASE PROCESS. NO EASEMENTS WILL BE RELEASED UNTIL ALL RELOCATES ARE COMPLETE AND NEW EASEMENTS HAVE BEEN EXECUTED i -"f E �5 . 1 2.72 - E UTED TO COVER 2 ACRES 59 LOTS THE.. RELOCATED FACILITIES. AND 6. THE WATER'SUPPLIER FOR THIS DEVELOPMENT IS THE WELLBORN SPECIAL UTILITY DISTRICT. THE WATERLINES WILL BE DESIGNED AND CONSTRUCTED TO cmr L _ RIGHT F AY - OF COLLEGE .:STATION SPECIFICATIONS AND STANDARDS .AND WILL BE LOCATED IN THE 20' UTILITY EASEMENTS AT THE_FRONT OF THE RESIDENTIAL LOTS. THESE. � DEDICATION -0.120 ACRES WATERLINES WILL PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET FiRE PROTECTION REQUIREMENTS. ! 7. A WATER DESIGN REPORT FOR THIS SUBDIVISION WILL BE PROVIDED PER. CITYSTANDARDS. I SAVE AND EXCEPT E PT I 8. SANITARY SEWER SERVICE FOR THIS SU13DMSION WILL BE BY A COLLECTION AND TREATMENT FACILITY TO BE DESIGNED AND CONSTRUCTED TO T.C.E.Q. REQUIREMENTS, THE WASTEWATER TREATMENT PLANT IS AUTHORIZED BY T.C.E.Q. WASTEWATER DISCHARGE PERMIT N0. Wp0013850-001. WELLBORN SPECIAL UTILITY ADOWCREEK SUBDIVISION ! I DISTRICT WILL OWN AND MAINTAIN THE SANITARY SEWER SYSTEM. PHASE 1: 20. 19 A1CS. PHASE 2: 9.960 ACS. PHASE 3: 10.574 ACS. 9. ELECTRIC SERVICE FOR THIS SUBDIVISION WILL BE PROVIDED BY BRYAN TEXAS UTILITIES (BTU). THE ELECTRIC DISTRIBUTION LINES WILL. BE LOCATED IN THE 20' UTILITY EASEMENT AT THE FRONT OF THE LOTS. ADDITIONAL EASEMENTS WILL BE PROVIDED AS REQUIRED BY BTU.90 LO S 43 LOTS 36 LOTS - 10. THERE SHALL BEA 5' WIDE EASEMENT FOR ANCHORS AND GUY WIRES. NECESSARY TO HELP SUPPORT OVERHEAD UTILITY LR LINES. SAID EASEMENTS WILL HT -O F -WAY DEDICATION - 0.073 ACRES EXTEND 20' BEYOND ANY UTILITY EASEMENT. SAMUEL DAVIDSON LEAGUE, A-13 11. BUILDING SETBACKS SHALL BE BY PLAT AND DEED RESTRICTIONS AND SHALL BE AS FOLLOWS: 20' FRONT, 10' REAR, 5' SIDE AND 15' SIDE STREET. BRAZOS COUNTY TEXAS 12. IT IS PERMISSIBLE FOR ROOF EAVES TO OVERHANG INTO THE 5' SIDE SETBACK: SCALE: DQE OCTOBER 2008 13. TOPOGRAPHY SHOWN IS FROM AERIAL TOPOGRAPHY PREPARED FOR THE OWNER OF THE PROPERTY IN 1997 AND FIELD SURVEY DATA GATHERED AFTER THE CONSTRUCTION OF THE FiRST 3 PHASES OF THIS DEVELOPMENT. OWNER EVELOFjER.2008 � REVISED NOVEMBER, 14. BRAZOS COUNTY WILL HAVE NO MAINTENANCE RESPONSIBILITY OUTSIDE THE BACK OF CURB OF THE STREET. MAINTENANCE OF THE WATER AND SANITARY SEWER SYSTEM WILL BE BY WELLBORN SPECIAL UTILITY DISTRICT. MAINTENANCE OF THE SIDEWALKS, STORM SEWER, DRAINAGE AND DETENTION AREAS WILL BE BY LINE LENGTH BEARING. Ltd. REVISED JANUARY, 2009 L-100 REVISED FEBRUARY, 2009 CURVE LENGTH RADIUS DELTA TANGENT CHORC, CHARD SEARING T.1 5.05' N38'52'01 "W 15. ALL UTILITi' LINES PLACED UNDER THE STREET PAVEMENT WILL BE ENCASED BY A MATERIAL APPROVED BY THE BRAZOS COUNTY ENGINEER, UNLESS A VARIANCE IS GRANTED BY THE BRAZOS COUNTY COMMISSIONER'S COURT. C1 39.27' 25.00' 90'00'00" 25.00' 5. ' 3 36 S - ' ' a8Z 47 47"W SU RVE i ! 5.00' S47'1 7'45"E C2 21.03' 25.00' 48'11'23" 11.18' 20.41' !423'06'32"W T.3 139.02' S47 17'45"E Kerr Surveyin P.O. Box 269 C3 241, 19 50.00.276"22'46"44.72'66.67 " id42 47 47 E T.4 26.48'. S42'47'47"W C4 21.03' 25.00' 48'11'23" 11.18' 20.41' 371'17'55"E T.5 8.28' S42'47'47"W C5 39.27' 25.00' 90'00'00" 25.00' 35.36' 302'12'13"E T.6 50.00' S4T 12'1 3"E C 1.7 39.27' 25.00' 90'00'00" 25.00' 3 5.36 '' ' " 302 12 13 E T.7 3.28' N42647'47"E C18 21.03' 25.00' 48'11'23" 11.18' 20.41' 571'17'55"E T.8 92.17' S59'40'22"E C 19 241.19' 50.00' 76 246" . 44.72' 66.67' P142'47'47"E T.9 27.63' N42'4T47"E C20 21.03' 25.00' 48'11'23" 11.18' 20.41' N23'06'32"W L10 30.00 S47'1 2 13 E C21 39.27 25.00 90`00 00 " 25.00. 35.36 . �;8T47 47"W L11 65.79' N42'4T47"E- C22 39.27' . 25.00' 90'00'00" 25.00' 35.36' NO2'12'13"W L12 50.00' S4T12'13"E C23 39.27' 25.00' 90'00'00" 25.00 .35.36 s ' ..i8T47 47"W L13 120.79' S42'4T47"W C24 39.27' 25.00' 90`00'00" 25.00' 35.36' NO2'12'13"W L14 193.10' N48'38'53"E C25 233.51' 225.00' 59'27'48" 128.50' 223.17' :117'28'19"E L15 166.6 9, N3852'01 "W C26 31.61' 25.00' 72'27'16" 18.32' 29.55' x'23'58'03"W L16 21.48' N4T17'45'W C27 96.80' 430.00' 12'53'56" 48.61' 96.60' S53'44'43"E L17 100.00' S42'4T47"W C28 34.31' 25.00' 78'37'59" 20.47' 31.68' N8636'44"W L18 91.72' S42'47'47"W C31 19.63' 225.00' 4`59'58" 9.82' 19.63' S40'1 7'48"W L19 21.48' N4T 1 T45"YY, C32 36.45' 25.00' 8332' 13" 22.33' 33.31' N79'33'55"E L20 100.00' S42'4T47"W C33 73.43' 370.00' 11'22' 13" 36.83' 73 31' 552'58'51 "E L21 28.60' S8542'59"E C34. 39.27' 25.00' 90`00'00" 25.00' 35.36' S02'17'45"E L22 22.46' N42'42' 15"E C41 39.27' 25.00' 90'00:00" 25.00' 35.36' N8T47'47"E �3 100.00' S42'4T47"W C42 39.27' 25.00' 90'00'00" 25.00' 35.36' S02'12'13"E L24 100.00' S 2'4T47"W C43 39.27' 25.00' 90'00'00" 25.00' 35.36' SBT47'47"W L25 100.00' S42'47'47"W- C44 39.27' 25.00' 90'00'00" 25.00' 35.36' ND2'12'13"W L26 50.00' S42'4T47"W C45 39.27' 25.00' 90'00'00" 25.00' 35.36' N8T47'47"E C46 274.89' 175.00' 90'00'00" 175.00' 247.49' 502'12'13"E C57 39.27' 25.00' 90'00'00" 25.00' 35.36' NB7*47'47" E. C58 39.27' 25.00' 90'00'00" 1 25.00' 35.36' SDZ12'13"E. _. 1T. 1�:--- -REVISE _ - S D NOTES. -- 1. BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. I 2. NO PORTION OF THIS TRACT IS WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO THE F.E.M.A. FLOOD IN..IMINARY PSURANCE RATE MAP FOR BRAZOS COUNTY AND LAT INCORPORATED AREAS, COMMUNITY PANEL NO. 48041CO200 C, EFFECTIVE DATE: 07--02-1992. 3. THE. PROPOSED STREETS WILL BE CONSTRUCTED TO AN URBAN SECTION WITH CONCRETECURB AND GUTTER INSTEAD OF RURAL SECTION WITH OPEN E D W C R E E K SUBDIVISION DRAINAGE DITCHES. THE STORMWATER RUNOFF IN THE STREETS WILL BE CAPTURED BY A STORM SEWER SYSTEM AND DISCHARGED INTO EXISTING OR PROPOSED DRAINAGE DITCHES. DETENTION FACILITIES WILL BE CONSTRUCTED TO CONTROL THE PEAK RUNOFFF DISCHARGE TO PRE -DEVELOPMENT VALUES. THE STREETS AND 74.742 ACRES DRAINAGE, SYSTEM WILL. BE DESIGNED TO CITY OF COLLEGE STATION STANDARDS. P - 4. THERE WILL BE NO DRIVEWAY ACCESS TO KOPPE BRIDGE ROAD FROM THE RESIDENTIAL LOTS ADJACENT TO KOPPEH SE 4A. 13. 2�` �+ BRIDGE. ROAD IN THE MEADOWCREEK 0 v ACRES 50 LOTS SUBDIVISION. THERE WILL BE NO DRIVEWAY ACCESS TO CORNER LOTS FROM SIDE STREETS. I PIA E - 4B:7.5 0 ACRES Q i� 5. THE IXISTItIG ELECTRICAL EASEMENTS AND .ELECTRIC LINES WILL BE ABANDONED OR RELOCATED FOR THIS DEVELOPMENT. � �`-' LOTS THE DEVELOPER WILL BE ! RESPONSIBLE FOR THE COST OF THE RELOCATION OR ABANDONMENT. EASEMENTS THAT CURRENTLY BURDEN THE LAND WILL HAVE TO GO THROUGH BTU'S p /� EASEMENT RELEASE PROCESS. NO EASEMENTS WILL BE RELEASED UNTIL ALL RELOCATES ARE COMPLETE AND NEW EASEMENTS HAVE BEEN EXECUTED i -"f E �5 . 1 2.72 - E UTED TO COVER 2 ACRES 59 LOTS THE.. RELOCATED FACILITIES. AND 6. THE WATER'SUPPLIER FOR THIS DEVELOPMENT IS THE WELLBORN SPECIAL UTILITY DISTRICT. THE WATERLINES WILL BE DESIGNED AND CONSTRUCTED TO cmr L _ RIGHT F AY - OF COLLEGE .:STATION SPECIFICATIONS AND STANDARDS .AND WILL BE LOCATED IN THE 20' UTILITY EASEMENTS AT THE_FRONT OF THE RESIDENTIAL LOTS. THESE. � DEDICATION -0.120 ACRES WATERLINES WILL PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET FiRE PROTECTION REQUIREMENTS. ! 7. A WATER DESIGN REPORT FOR THIS SUBDIVISION WILL BE PROVIDED PER. CITYSTANDARDS. I SAVE AND EXCEPT E PT I 8. SANITARY SEWER SERVICE FOR THIS SU13DMSION WILL BE BY A COLLECTION AND TREATMENT FACILITY TO BE DESIGNED AND CONSTRUCTED TO T.C.E.Q. REQUIREMENTS, THE WASTEWATER TREATMENT PLANT IS AUTHORIZED BY T.C.E.Q. WASTEWATER DISCHARGE PERMIT N0. Wp0013850-001. WELLBORN SPECIAL UTILITY ADOWCREEK SUBDIVISION ! I DISTRICT WILL OWN AND MAINTAIN THE SANITARY SEWER SYSTEM. PHASE 1: 20. 19 A1CS. PHASE 2: 9.960 ACS. PHASE 3: 10.574 ACS. 9. ELECTRIC SERVICE FOR THIS SUBDIVISION WILL BE PROVIDED BY BRYAN TEXAS UTILITIES (BTU). THE ELECTRIC DISTRIBUTION LINES WILL. BE LOCATED IN THE 20' UTILITY EASEMENT AT THE FRONT OF THE LOTS. ADDITIONAL EASEMENTS WILL BE PROVIDED AS REQUIRED BY BTU.90 LO S 43 LOTS 36 LOTS - 10. THERE SHALL BEA 5' WIDE EASEMENT FOR ANCHORS AND GUY WIRES. NECESSARY TO HELP SUPPORT OVERHEAD UTILITY LR LINES. SAID EASEMENTS WILL HT -O F -WAY DEDICATION - 0.073 ACRES EXTEND 20' BEYOND ANY UTILITY EASEMENT. SAMUEL DAVIDSON LEAGUE, A-13 11. BUILDING SETBACKS SHALL BE BY PLAT AND DEED RESTRICTIONS AND SHALL BE AS FOLLOWS: 20' FRONT, 10' REAR, 5' SIDE AND 15' SIDE STREET. BRAZOS COUNTY TEXAS 12. IT IS PERMISSIBLE FOR ROOF EAVES TO OVERHANG INTO THE 5' SIDE SETBACK: SCALE: DQE OCTOBER 2008 13. TOPOGRAPHY SHOWN IS FROM AERIAL TOPOGRAPHY PREPARED FOR THE OWNER OF THE PROPERTY IN 1997 AND FIELD SURVEY DATA GATHERED AFTER THE CONSTRUCTION OF THE FiRST 3 PHASES OF THIS DEVELOPMENT. OWNER EVELOFjER.2008 � REVISED NOVEMBER, 14. BRAZOS COUNTY WILL HAVE NO MAINTENANCE RESPONSIBILITY OUTSIDE THE BACK OF CURB OF THE STREET. MAINTENANCE OF THE WATER AND SANITARY SEWER SYSTEM WILL BE BY WELLBORN SPECIAL UTILITY DISTRICT. MAINTENANCE OF THE SIDEWALKS, STORM SEWER, DRAINAGE AND DETENTION AREAS WILL BE BY Main Street I 900 Cong res' omes Ave.,' - CS, Suite Ltd. REVISED JANUARY, 2009 L-100 REVISED FEBRUARY, 2009 THE MEADOWCREEK SUBDIVISION HOMEOWNER'S ASSOCIATION (HOA). Austin, TX 7 701 15. ALL UTILITi' LINES PLACED UNDER THE STREET PAVEMENT WILL BE ENCASED BY A MATERIAL APPROVED BY THE BRAZOS COUNTY ENGINEER, UNLESS A VARIANCE IS GRANTED BY THE BRAZOS COUNTY COMMISSIONER'S COURT. (512) 801-8; 32 ENGINEER: SU RVE i ! :+J�r�'i+rr+L+OPMEM Brad Kerr, R 1 LS N 4502 CIVIL ENGINEERING & DESIGN -BUILD SERVICES 2033 Harvey Mitchell Parkway South Kerr Surveyin P.O. Box 269 1, LLC College Station, Texas 77840 ... College Stati ! , TX 78'' � 1 � P.O. Box 11929, College Station, Texas 77842 ! I I N/F N F ' ALVIN C. VALIGURA & WIFE. LORALEE SAUER / N/F LEGEND - WIFE, DOROTHY A. VALIGURA l� 13.24 ACRE TRACT ROBIN HUDSON SU6DIVISI DARKEN G. MENN AND B BA LAYMAN WILLIAMS " txuir �I \ I 5:03 ACRE TRACT 3276/8 (PLAT) RTE, MARY C. MENN .89 CR - I afumE / 795/728 4 5 ACRE TRACT inn WS EXIST nON _� 92 ACRE TRACT5206/196Dov- TNG CONTOUR MAJOR I � 359/529 � '� .� . / �, LOT 1 5173 239 --.� / / EXISTING CONTOUR MINOR - ,- c ;- I i N F PLAT BOUNDARY y - �-. 1 y -, _ _ JAMES' MCCLESI, EY AND ROW LINE E _- i i -f- 4 �- E �- E i --� i N M Mc ESKEY - -'� ---^- ------ - - --- ------ ----- -=` -- -- ----- - ---- - ---- ------ CL _ ----- - ------------�--_-- - -^---- ----� - r -- -- ----- --- - --- -_-� -- LOT LINE w ` 20 eLEcl,acu , ztl i t I 1 i 4 1 I BLOCK,1 , +t I lc . i I zo Ii 1.. CKiI , ; ____ I BLOCh12 z7Y� 2.56 AC E TRACT - i I i 371/1 - - I I _- I 1 I i , - , 1 I- I i i f I I i i 1 f -1 - I 1- i i 1 1 1 2779/202 1 1 '' f - - . I RUM i I P. NUM .6 I P.U. CHPNN0. 8 1 I I I I 4 a2 l : � I I _ �';� 7 ' i 1607/j Q PROPERTY CORNER ti 3 5 6 7 8 9 14 11 12 13 14 15 16 17 18 19 20 21. io 1 2 3 4 _6 7 x 1 P2%.e I I I I I I i I I I I i I i I I I P. :'< _ I I I ) ( 23 24 I ` 25. E I i l I i f _ ' a i ,o, I ) 9 i 10 I 71 I 12 I ]3 I 14 ( 75 I 16 I 17 I I$ i 19 I 20 I 21 ( 22 I I I '--------------- PROPOSED EASEMENT LINE rt -I i ,' , I PHASE LINE G r.i-- 1 f 1 i r I i l 1 1 , 20' I I 1 I 1 HEADWALL I r P' 20' I CONCRETE i v 1 1 1 I I I i P I I I i i 1 1 I 1 1 I i i 1 1 I \ �> I P.u.E 1 1 I - 20' ( i , �\ , ----- ----- ----- ------ ---- ----- ------ ----- ------ ------ ---- ----- ----- --- ----- - _ /` - ' � - --- -� -- ------ ----- ----- - -- --- ___-- __-- I TING EASEMENT LINE 2- / � � � � }/(-- 8_ ..� ___..._ _-•--.-._ ___-_ - _.- - -- --___-....__-_ - t �.g 8 PE 10��. „® INLET 7 \\ 'p,EC1RI0g1: I I -- - K - ,-N 5 S� - _e a -- y J� Easamff -GAS-GAS-GAS- 2 ;ns- ens-oas- EXISTING GAS PIPELINE 883/147 SC- 51'StBt.y1.-,t. iT QST -m ,ZTy1-.R--41- -sf-sf \ J - Fal t Drive y P y a -, Pee 1 EXISTING OVERHEAD ELECTRICAL 27. B_B 24• Far t Drive Court 1 26 -. 2T mePYMT 5 • ,1 PI, PVMT, 5o ROW D. 9 i 9 E►S-Ex s,. 0 ROW ., 1 TING ELECTRICAL POWER POT.INLET E ` 1�' \ ... :�•-=,x,:r,���� mss. ,o' i BL C.K 1 , Y-0 - -- / I r -r -r -r -r -r -r-,- EXISTING TELEPHONE LINE ` -^--'_•`-- ----- V ":. - r _ -,. V V V Ya Y V-9- _.-_VJ- V - y. dr _ I- i I->3LOEb13 i 1 i zo' 3 ,' - 1 _ r - -- - - -- --- -- -^ ------ - - - --- - - - ----- ---- ----- ---- ----- ----- -- - . 1 EXISTING WATERLINE i i P.u.E I t i I 1 BLOCK, �1j cR BLGC I zo i t 1 i I i I i I zo BLOC 4 1 20.- q _ P.0 E i P I KI .30 CONCI>EtE� , 1 -- -•-'� _ 1 1 Mme• -''a I I i Pdf i � 1 I 1 t ,1f.-•' i I 1 1 I I I r i i I I I i ,o'// � � s:ET. PRQPOSED 6 SANITARY SEWER LINE I �+Ni PI 1 i 1 1 I ..--'•- _ I z i D.•U.E. I 1 �.;�_ I . i I ( j I 2 bl .- oM1t eICAItE:\No.a 1 7 i PROPOSED 8 SANITARY SEWER LINE t i 1 i I 1 2 3 4 � i 6 7 ,�-'. I I „ $ 9 l i t T 12 _ 14 15 l.6 17 _: �' t 1 RIC I RD M L R A D- �I� I I I, 8 I I l--�-�-I I I, I I; I i �NE,. e . / t 3 4 5 6 7 8 9 I.0 ]1 _ U l4 15 I t6 17 I 8 19. i m , I A.xaa f WI KAREN ILLER O PROPOSED SEWER MANHOLE ' cHar,NEL M I I t 1 i i I i , i .,/ I V i i i 1 i I 31 30 29 28 r nINn6E I I 'I 4 l / / W r* l 1 I s 1 2.1 ACRE TRACT , M• 1.•! to---^may/f/ � � 1 1 1 I i I �1 I I i .\ EM1SENT ; 10' - I 10 Y PIPE , - - - - ,o.' i I�u.E '' ' CD ' LOCKI� 1 1 a cies i PROPOSED SEWER. CLEANOUT P.u.E / 558 72 j'{ 24' � I � / ,.,./��.!!'� 1tl ��-•-'---' _ � / - t� PROPOSED 6" WATERLINE 31e - yr'9,�.�' . �__ ,. 1 I •'"#• _ .-•F I i , I ! - - Ye .•- , �Y /'_ 1 '.�Ft t i I - _ _ �,l'`.. " OPOSED 8 WATERLINE s 3is c0 - CREtE I d t s' oRUNhGE � •u.>v• `ice,, :s.- NCR a, _, ALL I / , 1 I... •. -. . _ f - FLUM _ . Yaa - b - ead v Cre Drive I BL.oC 4 , v La . _ DETE TION P ND A aPa '+ i I I` I S 1 I I I I i I I j _ t t N o 4 _ oETE1�IT1oN poND 3 ..-•• •. 1 K , gc sAw,'ARY '•s , PROPOSED. 12 WATERLINE 8 B SPH P 60' ROW NO. 6 f' 1 OILET I 1 f 1 I 1 1 I I I CD I SEWER EASE9dENT LLJ 1 I 10 I yn I F. Jt! - o, t ���-F�-- ` �• 7`���%' ' � # t I ' '~ F" PROPOSED FIRE HYDRANT U `- 2 2 75 9 2 7 1 1 I, " � � PIPE 7 1 " 36 35 34 �3 32 3 30 29 2$ . 7 �6 _. 24 23 2 �l u � j _ p ' c.A No. I W Pik sP 3o I I i PROPOSED ( I � I I I ) i �' 1 ,r'`• I SED STORM SEWER PIPE t - m PROPOSED STORMNLET _ 1 T a, 1 i 1 •� , I i I I , r I i I P.UE I _ I f t I K T T TI pam-- ----- ---' ----= wrEUHE ENf, -0 COMMON ARI-� CONCRETE HEADWALL i 1 I I I •' ,....- _ to . 1 1 •� ? - i .. . , y -so3/na t 1 I 1 L P , NO. RUN i I -, � , OFF FLOW DIRECTION LL i 3 4. 5 6 7 8 9 10 11 1T. 13. 14 15 16 17 ya i 3.]2A _ Mere t e p X , , -�, . I I I --- o ( I I 1 w t ,• .. _ PRO 1 I ) I I i ) ) - a t POSED 4 SIDEWALK C r / 9 20. - 1 _ I t3 ^ , s NLEP R i 1 t 3 zs 1 I BLOC.k 5 t o@ P .E /' 20. f 1 I( 1 I I i , m Tp - 1/ 1 I / I. 1 (� /A� 20' - o Pt�tSr.OE Oouer _n-�-n_. yr-sT-�'-�-n r I y i � I : P.uE V• W E. t P.U.E 1 I i 1 1, 2e Xao• _ � � \ �' 1 /1 .fir:..- ! ..,. a =. •.. 1 --- - - - -�'-- -- �- I y 1 - - - - - --- - -- _ 1 �I f _T` YK V-6 V V Y __ ___. __ _ __- ------ "_--- iI , ._.•Y% �' f J (fig- 7y - c, V V-6 Y Y Y .-.-_--.-"�-+'_ � '_"_. ISL. 11 �`- "1 t S l I 1 PV .1 .E I i -,� I 1 I i I I- 1 I I I 9 18 1 ?" .," • ..<..,. Na N � ' ereditli ne -� -, PIP 3�• � � - I I BOCK ,D , � '�j 18 `-A .." 10 P.U. ( , t0' I 27 B A , SPH P 50 ROW z •rt , -• i � P.0 E � � I �- � VICINITY MAP )�x I 8 1.0 11 12 14 15 16 17 18 19 t 7 I I I I I I I i " (,� , - - 1 r � .a .•-' r ' ( G. YOUN m , -- 7+/sss t • r zc . �;_ , i .: .Y6 I ! U . 1 I- P.0 - f 14 t �: I r I . �' i .. P.U.E. 5 1 - Sr$ 5.500 CRE TRACT to - .E . I f 1 I 1 1 I i P.u.E i I , \ I w =`1 a „ 'CI' � a" 4 - t 1 1 r � 6 �+ I E-- - I BL\QGI 7 B OCIC 7 t1D' wE a� i i - - ! > 3217/ 0 x O o I 1 I P. (- DETENTIO - v 1 m 4 5 6 $ 9 0 11 12 1 / 1 c 3s► I 3 DtE1E . ' 3gW7 ar�iv6ttls 1 1 I I ( I I ( I 14 N 5 ( 16 17 I .: ] ] . , 1 i - _ _._._ _._: aar ^ 1 I f I i f I 1 I i i 1 i I ,✓ I , ,/ I LN Aron ! • "" - e== 4a PJ1 POND D T a T.3 1 I •' I r % BLOC i BLACKS. 1; oar i I v 1 , I 1 i i i , 1 , 1 - PIPE , 1 1 „ 11 i O. / O 1 11 wt r ,et 1 I 3s• t t I p, 1 U.E S4 213 "' 1 20.0 s. I i INLET ,z O t Ix $ ? r� I S' Is� 1 50.00, ep.00 50.00 SD. 50.00 - 50.00 50.00 00 4i0.OQ50. 50.00' 50.00 .00 50. .' 50. s SfIOD ai 50.00 .00 60. Q -�~g State tri w 6 _ 114Ti7'45'j� - I 1 1 I ` I 15. -----_- w GCKi ` l } _ , � zo' I 012. .QO 00 ,,-�:,--� � � � ➢t�f aY '� i BL CK17 � 1 I 0 n I� i?^ �I �i r� .�I c� �I r31 �I ,;t �. t 1 t _ F COLLEGE STATION a s• I S S .$ . 8 So a : 24 12.1 nsoo ! g i3 r i 38 37 36 35 34 33 32 $ 31 `� 0 gs 29 28 - o Y7 S S 2 $ 2 - $ 23 S 2 21 0 20 i ' e i tt5 r' i I I1 10 9 7 �� "tom ii5,"� s Q s� COMMON A 1V MANAGE 5 O I S NO. \\ U 20 { , 27tw�tEstuLePASF1Bp7 I rXl a, a,t Y>t Y,t a,t �Y11 a>t t111I1^1 I 1< I ,� 46 I KIi X11 --1 _: ' '� ' x E $ JD3/276 I RUE 1 3.33 ACRES - 1 ��-` �� / p $ 15 I V -- ---= ---- ---- --- - ---- ---- ----- t-- - --J 12'13 P.VE / r '♦ / g - -^ - - --- - ----- - -- --- ----- ;�----- - ---- - - - ---- - - - -- --- - - trS _ p i�n 115.00 -, i --- - - ---- ----- '� kt' 05 $ O , Yi +y �► Ic WeObomRoad - FM I54 m Y x Y t I t 00 �O OMMON AREA II BLOCK 8 - ,r j a - --�-- 1 t -y moo` i $ 1 21 t t ,.� i - _ -. - �21 ,•� iT 11q NO. 13 DETENTION �ry� 9 I Pi r' tr - r s4 _ i 7 e <"-115.oD Carriker Court ; , 6 I, ,2 3 w / 3.38 ACREs POND 2A .1 T1 -► 2r -e /iSPtl PVMT, so' RO , , f 1�+ `/� 'C11 r��' 27 B -B PVMT.50 ROW J - ° to' t \ 1toog teaD' I who 35.00 P C i LOCK �$ n DETENTION 11 t 22 $ 27iP.vE o - -- - ---- -- --- ---- ---- ---- - ----- ---- - ------ - - ------ ------ ----- - --- ---- --- '' 1 44 Id POND 2B z i % ( Q ' C 20 - - - --- - ---- i iV COMMON AREA _ amw% . ----- - -- - ---- ' N LSGRN o I ,tl I LOCK110 1 P.UE i I 1 I I rt I I" 1 1 PUE 1 IBL CK110 - L2'�,3 _ z NO 115.00 I r zo- :• , fir. s � BA Y L,', YONG l.' � ill IS ;,�` i �P.U.E r I ! keI/ , � i � is 4.9 ACRE ACT � 43 $ 0.16 ACRES 23 to' �I .� .� --+--' 'sr � . $ $ "15 $I t t I I i $ $ . $ !"I I 31/44Ni Yi m a3 Ui ,o iti _ �� BLOCIG 5 i 2 3 4 5N 6 a H 8 9 10+i 1 1 1 ( /a11 12 I 14'i3 16 $ 7 a 1 UR 19 l S4Tt2 t 1 1 , BLOCK 14 $ i l i co , a� a< / /� Y>t a,t Lid �_~� I� �;1 i1� tXl itl �Sii I a4 1 tsoo 1 I a i3 $ 5 (0 X ar 1 0 , „ I t 1s.ao -T I atI 2 al 3 al 4 $ s4 ,or11T� _ I/ i I `t I f/ I I 1 I i f t3 . 1 S rr I 1 1 1 I i `! E $ - ' 24 f 1 I I I PAE C.A.!� /•- 10, m 1 .42 O. 1 11 S I �• i 1 I - '- _ �o n rncnEs 4 E- P i I s4r�2.13`E-119 i PROJECT I 1 3 t1tl' oo '1�+ � 1 T12'13'E- mow T12'13"E-150.00' 1 ' 3" - 0 , - - - " 1 _ _ _ _ _S4T '13 367.49 _ LOCATION P.UE 10.00 l2 t 160.00' 50. 50.00' 80.00' 147.49' to _ .. L N4Tt2'13 -120.00 !. w w e I _ �., t `1� ou 50.00' So.00• *,000• - - 1 1 - - _. :. _ _ - r i• 40.31 �,. nn - OO TST�V coAtmtoN• BLOC 10� - - -� i n '�y a� • . ..J,.. -- r r w. .....f,0. _. _._ 1. ase". I:. _ __.__ '. __. E 1 BLGC 10 r _ xa BLOCK 13 I 1 __ _ _ <- - _ NOT TO SCALE _. 'SRO . N . / � ,. S4T12 200.00 PVM1T, ss \ o f I I I I I 1 t I 1 1 � o � OCK 8 I t 1 38' B-6 ♦O.Is A tiES /f �1 r'q /I ` I 1 1 al 2 1 I 1 BLGCICI 8 '+ ' ' C ♦ _; f �I t'' �• t BLOCIC18 W. 1 I I 8 S g 1 1 ♦ m $ $ $ $ $ I �0 i Pi ill c31 �I �) i� .�I iq cel pAE - ♦ 36 35/ 34 33 32 31 ri "3© 29 ,°$ 28 $ 27 $ 26 25 $ 24 . $ 2 . S 2* 21 $ 2 I Li i 1 o I I , % .�I I i- . $ $ 7 (�► � � t� N �a�`�II' 1 I 41 4 40 0 39 g 38 $ 7� 36 2 35 34: 32 a g 3 52 -• - _ NO.10 v ��. o o g}!; n n ,Lt�`��J'n z ery��•�a_ rS I N Pv a tFrMOM _ 0. 6 J , ULI t*it O 4 I tvf = 1 10 sELt+1 i i L' r'• /' �I ail ail 1 I � „ � o � P.vE +''� ,.---I--� PUE � �,, I^ I 1 I I 1 1 �' I I J �' I , j I � �;1 �I � �I' �+ � � �i �1 H �' �I 1 �1 xr � � � i o i. ,�--�. 5.02'- 7� -- --J (-- ---- ----- � ----'- ---- - ---- --------. ----- i -_- i I ---- --- I~ --- -- � 1 - 1 ---- -- - -- --- �, s7 i .� " 1 6 ss ---- ------ - - R �` g'�'NOAR%T/ " 1RUZ ( Ic I-ANDSCAPEBUFFE2 - 1 ♦♦ _,._ _ _ PRE.LIMI 0.01 ACRES , til 1 i f I I ._..JOH- r r II. r 0.77CR '.1 A E CT V 1 64,,\/40. -•-� 4,.,r1 Lv; I RVE- 1 J - TT f -► PALL I - N F 26 � .-► PIPE a - PIPE � -► -, - / ! a e Drive � 24 26 .- .- 5 wood D v t r PTE 3A t; 10 g • / 10' 24• v � �° ,o• �• � � 2a 1raEr 2t .RIRc. Sa ewOOd a •� -+ , -► i e-a� Ply g ,. e. t t au b I 6 I RICK L Yt1UN te'� -► 2r B -B ASPH PVA1T, 50 ROW I 10 -► -► y 7tY -► t MIX 4 F- -► 2r 8-B ASPH T. 1W -► 44WE -• -► -► �` ,� 1 2 -9 ASPH PVMT, 50 w \ r I 5.500 ACRE TRACT , 1 C \ 1 im i" 2 1 1ff - B O _ 1 1 % P.U,E. t i • _ I � • L � I i �/ '� n / .VE 1 3�+ / 8 5 6 8 7 8 8 8 9 10 0 EVELOFjER.2008 � ail I vrii ' ail' ~I' t7i1 � 1�S 11 12 13 a>I^ ill r7il � 14. BRAZOS COUNTY WILL HAVE NO MAINTENANCE RESPONSIBILITY OUTSIDE THE BACK OF CURB OF THE STREET. MAINTENANCE OF THE WATER AND SANITARY SEWER SYSTEM WILL BE BY WELLBORN SPECIAL UTILITY DISTRICT. MAINTENANCE OF THE SIDEWALKS, STORM SEWER, DRAINAGE AND DETENTION AREAS WILL BE BY 1 RUSE I { I 1 I 1 I 1 I 1 PTE r g C' CURVE _sooa� 2 / 3217 6 C -e �o oas a r PIPE I r+• Nbw --- �o_iB.N' --38L s 1 B OCK112 i PAE I i i 1 I BLOCK112 I, 1$ 1' B(yCgl, I j--- IE 1 I tLOCK112 1 (--- I 2a = ♦�` �, P i i RVE PI i6' a S . $ $ $ Lt CQMMON Al _ f 2 S ^$ $ S $ 8 8 $ S, $ $ o I d I $ S LOCK 3 4 N S iJN 6 tN 7� 9+ 10 N i l $ 3 15 r 1 17 N .i8""N 19 20 N 21 22 i I 1 2 3 4 u $` OS 13 �1 d ai ail ail ail. a ail •a>�� �1 �g.i .29 s � �i �" al a, ,...�- a, a, �p i ,c• P.VE I I VE ----- ---- ----- ---- --- L-- - --- f m-----UZ ----- 1-- ---- ----- ----- ----- ----- ------ ----- - - ----- ------^----' -- P nW 0 R I N4701211 BIW z 51).52' N/F 1R.79 ACRE Q ACT 10� rJ� 1�0 / 12 4 671 r / 1 f SC LE IN EET KD _. 1T. 1�:--- -REVISE _ - S D NOTES. -- 1. BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. I 2. NO PORTION OF THIS TRACT IS WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO THE F.E.M.A. FLOOD IN..IMINARY PSURANCE RATE MAP FOR BRAZOS COUNTY AND LAT INCORPORATED AREAS, COMMUNITY PANEL NO. 48041CO200 C, EFFECTIVE DATE: 07--02-1992. 3. THE. PROPOSED STREETS WILL BE CONSTRUCTED TO AN URBAN SECTION WITH CONCRETECURB AND GUTTER INSTEAD OF RURAL SECTION WITH OPEN E D W C R E E K SUBDIVISION DRAINAGE DITCHES. THE STORMWATER RUNOFF IN THE STREETS WILL BE CAPTURED BY A STORM SEWER SYSTEM AND DISCHARGED INTO EXISTING OR PROPOSED DRAINAGE DITCHES. DETENTION FACILITIES WILL BE CONSTRUCTED TO CONTROL THE PEAK RUNOFFF DISCHARGE TO PRE -DEVELOPMENT VALUES. THE STREETS AND 74.742 ACRES DRAINAGE, SYSTEM WILL. BE DESIGNED TO CITY OF COLLEGE STATION STANDARDS. P - 4. THERE WILL BE NO DRIVEWAY ACCESS TO KOPPE BRIDGE ROAD FROM THE RESIDENTIAL LOTS ADJACENT TO KOPPEH SE 4A. 13. 2�` �+ BRIDGE. ROAD IN THE MEADOWCREEK 0 v ACRES 50 LOTS SUBDIVISION. THERE WILL BE NO DRIVEWAY ACCESS TO CORNER LOTS FROM SIDE STREETS. I PIA E - 4B:7.5 0 ACRES Q i� 5. THE IXISTItIG ELECTRICAL EASEMENTS AND .ELECTRIC LINES WILL BE ABANDONED OR RELOCATED FOR THIS DEVELOPMENT. � �`-' LOTS THE DEVELOPER WILL BE ! RESPONSIBLE FOR THE COST OF THE RELOCATION OR ABANDONMENT. EASEMENTS THAT CURRENTLY BURDEN THE LAND WILL HAVE TO GO THROUGH BTU'S p /� EASEMENT RELEASE PROCESS. NO EASEMENTS WILL BE RELEASED UNTiL ALL RELOCATES ARE COMPLETE AND NEW EASEMENTS HAVE BEEN EXECUTED i -"f E �5 . 1 2.72 - E UTED TO COVER 2 ACRES 59 LOTS THE.. RELOCATED FACILITIES. AND 6. THE WATER'SUPPLIER FOR THIS DEVELOPMENT IS THE WELLBORN SPECIAL UTILITY DISTRICT. THE WATERLINES WILL BE DESIGNED AND CONSTRUCTED TO cmr L _ RIGHT F AY - OF COLLEGE .:STATION SPECIFICATIONS AND STANDARDS .AND WILL BE LOCATED IN THE 20' UTILITY EASEMENTS AT THE_FRONT OF THE RESIDENTIAL LOTS. THESE. � DEDICATION -0.120 ACRES WATERLINES WILL PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET FiRE PROTECTION REQUIREMENTS. ! 7. A WATER DESIGN REPORT FOR THIS SUBDIVISION WILL BE PROVIDED PER. CITYSTANDARDS. I SAVE AND EXCEPT E PT I 8. SANITARY SEWER SERVICE FOR THIS SU13DMSION WILL BE BY A COLLECTION AND TREATMENT FACILITY TO BE DESIGNED AND CONSTRUCTED TO T.C.E.Q. REQUIREMENTS, THE WASTEWATER TREATMENT PLANT IS AUTHORIZED BY T.C.E.Q. WASTEWATER DISCHARGE PERMIT N0. Wp0013850-001. WELLBORN SPECIAL UTILITY ADOWCREEK SUBDIVISION ! I DISTRICT WILL OWN AND MAINTAIN THE SANITARY SEWER SYSTEM. PHASE 1: 20. 19 A1CS. PHASE 2: 9.960 ACS. PHASE 3: 10.574 ACS. 9. ELECTRIC SERVICE FOR THIS SUBDIVISION WILL BE PROVIDED BY BRYAN TEXAS UTILITIES (BTU). THE ELECTRIC DISTRIBUTION LINES WILL. BE LOCATED IN THE 20' UTILITY EASEMENT AT THE FRONT OF THE LOTS. ADDITIONAL EASEMENTS WILL BE PROVIDED AS REQUIRED BY BTU.90 LO S 43 LOTS 36 LOTS - 10. THERE SHALL BEA 5' WIDE EASEMENT FOR ANCHORS AND GUY WIRES. NECESSARY TO HELP SUPPORT OVERHEAD UTILITY LR LINES. SAID EASEMENTS WILL HT -O F -WAY DEDICATION - 0.073 ACRES EXTEND 20' BEYOND ANY UTILITY EASEMENT. SAMUEL DAVIDSON LEAGUE, A-13 11. BUILDING SETBACKS SHALL BE BY PLAT AND DEED RESTRICTIONS AND SHALL BE AS FOLLOWS: 20' FRONT, 10' REAR, 5' SIDE AND 15' SIDE STREET. BRAZOS COUNTY TEXAS 12. IT IS PERMISSIBLE FOR ROOF EAVES TO OVERHANG INTO THE 5' SIDE SETBACK: SCALE: DQE OCTOBER 2008 13. TOPOGRAPHY SHOWN IS FROM AERIAL TOPOGRAPHY PREPARED FOR THE OWNER OF THE PROPERTY IN 1997 AND FIELD SURVEY DATA GATHERED AFTER THE CONSTRUCTION OF THE FiRST 3 PHASES OF THIS DEVELOPMENT. OWNER EVELOFjER.2008 � REVISED NOVEMBER, 14. BRAZOS COUNTY WILL HAVE NO MAINTENANCE RESPONSIBILITY OUTSIDE THE BACK OF CURB OF THE STREET. MAINTENANCE OF THE WATER AND SANITARY SEWER SYSTEM WILL BE BY WELLBORN SPECIAL UTILITY DISTRICT. MAINTENANCE OF THE SIDEWALKS, STORM SEWER, DRAINAGE AND DETENTION AREAS WILL BE BY LINE LENGTH BEARING. Ltd. REVISED JANUARY, 2009 L-100 REVISED FEBRUARY, 2009 CURVE LENGTH RADIUS DELTA TANGENT CHORC, CHJRD SEARING T.1 5.05' N38'52'01 "W 15. ALL UTILITi' LINES PLACED UNDER THE STREET PAVEMENT WILL BE ENCASED BY A MATERIAL APPROVED BY THE BRAZOS COUNTY ENGINEER, UNLESS A VARIANCE IS GRANTED BY THE BRAZOS COUNTY COMMISSIONER'S COURT. C1 39.27' 25.00' 90'00'00" 25.00' 5. ' 3 36 S - ' ' a8Z 47 47"W SU RVE i ! 5.00' S47'1 7'45"E C2 21.03' 25.00' 48'11'23" 11.18' 20.41' !423'06'32"W T.3 139.02' S47 17'45"E Kerr Surveyin P.O. Box 269 C3 241, 19 50.00.276"22'46"44.72'66.67 " id42 47 47 E T.4 26.48'. S42'47'47"W C4 21.03' 25.00' 48'11'23" 11.18' 20.41' 371'17'55"E T.5 8.28' S42'47'47"W C5 39.27' 25.00' 90'00'00" 25.00' 35.36' 302'12'13"E T.6 50.00' S4T 12'1 3"E C 1.7 39.27' 25.00' 90'00'00" 25.00' 3 5.36 '' ' " 302 12 13 E T.7 3.28' N42647'47"E C18 21.03' 25.00' 48'11'23" 11.18' 20.41' 571'17'55"E T.8 92.17' S59'40'22"E C 19 241.19' 50.00' 76 246" . 44.72' 66.67' P142'47'47"E T.9 27.63' N42'4T47"E C20 21.03' 25.00' 48'11'23" 11.18' 20.41' N23'06'32"W L10 30.00 S47'1 2 13 E C21 39.27 25.00 90`00 00 " 25.00. 35.36 . �;8T47 47"W L11 65.79' N42'4T47"E- C22 39.27' . 25.00' 90'00'00" 25.00' 35.36' NO2'12'13"W L12 50.00' S4T12'13"E C23 39.27' 25.00' 90'00'00" 25.00 .35.36 s ' ..i8T47 47"W L13 120.79' S42'4T47"W C24 39.27' 25.00' 90`00'00" 25.00' 35.36' NO2'12'13"W L14 193.10' N48'38'53"E C25 233.51' 225.00' 59'27'48" 128.50' 223.17' :117'28'19"E L15 166.6 9, N3852'01 "W C26 31.61' 25.00' 72'27'16" 18.32' 29.55' x'23'58'03"W L16 21.48' N4T17'45'W C27 96.80' 430.00' 12'53'56" 48.61' 96.60' S53'44'43"E L17 100.00' S42'4T47"W C28 34.31' 25.00' 78'37'59" 20.47' 31.68' N8636'44"W L18 91.72' S42'47'47"W C31 19.63' 225.00' 4`59'58" 9.82' 19.63' S40'1 7'48"W L19 21.48' N4T 1 T45"YY, C32 36.45' 25.00' 8332' 13" 22.33' 33.31' N79'33'55"E L20 100.00' S42'4T47"W C33 73.43' 370.00' 11'22' 13" 36.83' 73 31' 552'58'51 "E L21 28.60' S8542'59"E C34. 39.27' 25.00' 90`00'00" 25.00' 35.36' S02'17'45"E L22 22.46' N42'42' 15"E C41 39.27' 25.00' 90'00:00" 25.00' 35.36' N8T47'47"E �3 100.00' S42'4T47"W C42 39.27' 25.00' 90'00'00" 25.00' 35.36' S02'12'13"E L24 100.00' S 2'4T47"W C43 39.27' 25.00' 90'00'00" 25.00' 35.36' SBT47'47"W L25 100.00' S42'47'47"W- C44 39.27' 25.00' 90'00'00" 25.00' 35.36' ND2'12'13"W L26 50.00' S42'4T47"W C45 39.27' 25.00' 90'00'00" 25.00' 35.36' N8T47'47"E C46 274.89' 175.00' 90'00'00" 175.00' 247.49' 502'12'13"E C57 39.27' 25.00' 90'00'00" 25.00' 35.36' NB7*47'47" E. C58 39.27' 25.00' 90'00'00" 1 25.00' 35.36' SDZ12'13"E. _. 1T. 1�:--- -REVISE _ - S D NOTES. -- 1. BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. I 2. NO PORTION OF THIS TRACT IS WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO THE F.E.M.A. FLOOD IN..IMINARY PSURANCE RATE MAP FOR BRAZOS COUNTY AND LAT INCORPORATED AREAS, COMMUNITY PANEL NO. 48041CO200 C, EFFECTIVE DATE: 07--02-1992. 3. THE. PROPOSED STREETS WILL BE CONSTRUCTED TO AN URBAN SECTION WITH CONCRETECURB AND GUTTER INSTEAD OF RURAL SECTION WITH OPEN E D W C R E E K SUBDIVISION DRAINAGE DITCHES. THE STORMWATER RUNOFF IN THE STREETS WILL BE CAPTURED BY A STORM SEWER SYSTEM AND DISCHARGED INTO EXISTING OR PROPOSED DRAINAGE DITCHES. DETENTION FACILITIES WILL BE CONSTRUCTED TO CONTROL THE PEAK RUNOFFF DISCHARGE TO PRE -DEVELOPMENT VALUES. THE STREETS AND 74.742 ACRES DRAINAGE, SYSTEM WILL. BE DESIGNED TO CITY OF COLLEGE STATION STANDARDS. P - 4. THERE WILL BE NO DRIVEWAY ACCESS TO KOPPE BRIDGE ROAD FROM THE RESIDENTIAL LOTS ADJACENT TO KOPPEH SE 4A. 13. 2�` �+ BRIDGE. ROAD IN THE MEADOWCREEK 0 v ACRES 50 LOTS SUBDIVISION. THERE WILL BE NO DRIVEWAY ACCESS TO CORNER LOTS FROM SIDE STREETS. I PIA E - 4B:7.5 0 ACRES Q i� 5. THE IXISTItIG ELECTRICAL EASEMENTS AND .ELECTRIC LINES WILL BE ABANDONED OR RELOCATED FOR THIS DEVELOPMENT. � �`-' LOTS THE DEVELOPER WILL BE ! RESPONSIBLE FOR THE COST OF THE RELOCATION OR ABANDONMENT. EASEMENTS THAT CURRENTLY BURDEN THE LAND WILL HAVE TO GO THROUGH BTU'S p /� EASEMENT RELEASE PROCESS. NO EASEMENTS WILL BE RELEASED UNTiL ALL RELOCATES ARE COMPLETE AND NEW EASEMENTS HAVE BEEN EXECUTED i -"f E �5 . 1 2.72 - E UTED TO COVER 2 ACRES 59 LOTS THE.. RELOCATED FACILITIES. AND 6. THE WATER'SUPPLIER FOR THIS DEVELOPMENT IS THE WELLBORN SPECIAL UTILITY DISTRICT. THE WATERLINES WILL BE DESIGNED AND CONSTRUCTED TO cmr L _ RIGHT F AY - OF COLLEGE .:STATION SPECIFICATIONS AND STANDARDS .AND WILL BE LOCATED IN THE 20' UTILITY EASEMENTS AT THE_FRONT OF THE RESIDENTIAL LOTS. THESE. � DEDICATION -0.120 ACRES WATERLINES WILL PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET FiRE PROTECTION REQUIREMENTS. ! 7. A WATER DESIGN REPORT FOR THIS SUBDIVISION WILL BE PROVIDED PER. CITYSTANDARDS. I SAVE AND EXCEPT E PT I 8. SANITARY SEWER SERVICE FOR THIS SU13DMSION WILL BE BY A COLLECTION AND TREATMENT FACILITY TO BE DESIGNED AND CONSTRUCTED TO T.C.E.Q. REQUIREMENTS, THE WASTEWATER TREATMENT PLANT IS AUTHORIZED BY T.C.E.Q. WASTEWATER DISCHARGE PERMIT N0. Wp0013850-001. WELLBORN SPECIAL UTILITY ADOWCREEK SUBDIVISION ! I DISTRICT WILL OWN AND MAINTAIN THE SANITARY SEWER SYSTEM. PHASE 1: 20. 19 A1CS. PHASE 2: 9.960 ACS. PHASE 3: 10.574 ACS. 9. ELECTRIC SERVICE FOR THIS SUBDIVISION WILL BE PROVIDED BY BRYAN TEXAS UTILITIES (BTU). THE ELECTRIC DISTRIBUTION LINES WILL. BE LOCATED IN THE 20' UTILITY EASEMENT AT THE FRONT OF THE LOTS. ADDITIONAL EASEMENTS WILL BE PROVIDED AS REQUIRED BY BTU.90 LO S 43 LOTS 36 LOTS - 10. THERE SHALL BEA 5' WIDE EASEMENT FOR ANCHORS AND GUY WIRES. NECESSARY TO HELP SUPPORT OVERHEAD UTILITY LR LINES. SAID EASEMENTS WILL HT -O F -WAY DEDICATION - 0.073 ACRES EXTEND 20' BEYOND ANY UTILITY EASEMENT. SAMUEL DAVIDSON LEAGUE, A-13 11. BUILDING SETBACKS SHALL BE BY PLAT AND DEED RESTRICTIONS AND SHALL BE AS FOLLOWS: 20' FRONT, 10' REAR, 5' SIDE AND 15' SIDE STREET. BRAZOS COUNTY TEXAS 12. IT IS PERMISSIBLE FOR ROOF EAVES TO OVERHANG INTO THE 5' SIDE SETBACK: SCALE: DQE OCTOBER 2008 13. TOPOGRAPHY SHOWN IS FROM AERIAL TOPOGRAPHY PREPARED FOR THE OWNER OF THE PROPERTY IN 1997 AND FIELD SURVEY DATA GATHERED AFTER THE CONSTRUCTION OF THE FiRST 3 PHASES OF THIS DEVELOPMENT. OWNER EVELOFjER.2008 � REVISED NOVEMBER, 14. BRAZOS COUNTY WILL HAVE NO MAINTENANCE RESPONSIBILITY OUTSIDE THE BACK OF CURB OF THE STREET. MAINTENANCE OF THE WATER AND SANITARY SEWER SYSTEM WILL BE BY WELLBORN SPECIAL UTILITY DISTRICT. MAINTENANCE OF THE SIDEWALKS, STORM SEWER, DRAINAGE AND DETENTION AREAS WILL BE BY Main Street I 900 Cong res' omes Ave.,' - CS, Suite Ltd. REVISED JANUARY, 2009 L-100 REVISED FEBRUARY, 2009 THE MEADOWCREEK SUBDIVISION HOMEOWNER'S ASSOCIATION (HOA). Austin, TX 7 701 15. ALL UTILITi' LINES PLACED UNDER THE STREET PAVEMENT WILL BE ENCASED BY A MATERIAL APPROVED BY THE BRAZOS COUNTY ENGINEER, UNLESS A VARIANCE IS GRANTED BY THE BRAZOS COUNTY COMMISSIONER'S COURT. (512) 801-8; 32 ENGINEER: SU RVE i ! :+J�r�'i+rr+L+OPMEM Brad Kerr, R 1 LS N 4502 CIVIL ENGINEERING & DESIGN -BUILD SERVICES 2033 Harvey Mitchell Parkway South Kerr Surveyin P.O. Box 269 1, LLC College Station, Texas 77840 ... College Stati ! , TX ! 78'' � 1 � P.O. Box 11929, College Station, Texas 77842