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HomeMy WebLinkAboutGreens Prairie Reserve PP (2021)1 I I 1 NOW OR FORM R T BK HOM I DEVELOPME ��NC} TRACT6 VOLLe1 T9, ES VO13R9. PG. 190 I I I I I I I I \ \ N Q NOW OR FORMERLY NOW ce FORMERLY ANTHONY NOW OR FORMERLY THOMAS MATTHEW & MATT & EVELYN TRESMER & WIUlAM STE) REBECCA LYNN FIELDING MEDLOCK JENNIFER MARIE & ANNE V. TRACT 6,31 1 TRACT 67 MEDLOCK 1 STEELE I CALLED 3568 ACRES I MID 1,45 ACRES I TRACT 65 1 TRACT 6.2 1 SOL, 1490, PG. 51 VOL 699, PG. 656 CALLED 1.46 ACRES CALLED 1.5 ACRES L49 44 VOL. 7239, PG. 22 SOL. 592 PG. 682 _45 S 48'35'37" E 517.51' L46 L47 L48 v so O O 3 12 11 10 POND 22 19 49 .A. 23 18 7 6 15 14 O O 33 34 7 O 50 29 30 31 32 � 3 4 � (67 8 27 28 O O O O 49 O C C 26 O O O O O O 3 O 45 © O 25 D O O 24 A O O C 23 O 2 3 Sa OO 2 OOOO10 11 22 O O O O O (07 0 O fi O O O B 2 O O O O O 0 0 0 11 0n2 D . A %54 4 �5 U-0J 7 a 1 2 O� 3 Sao any (®, POND "B2" NOW OR FORMERLY JAMES WILARD JR. & KARIA J. STABLER CRAIG TRACT 6 CALLED 8.019 ACHES "47207M r - 7m ; v w CS0�,A"4� i � I NOW OR FORMERLY W JAMES R. DORIS SOUNDERS TRACT 7 in I CALLED 9.917 ACRES OX VOL 14092, PG, 49 C5 S 4803416" E S 47052'28" E a" 391.20' 441.34' S 44'57'05" E — 675.730 z (D\o �BD® ..I °goo®oo 1` l 95 / \ / �i ti F \ 9ili� O 0 Nei \ / �S3 , \ , dk / 57 19 2O 6 e JG,�o NOV M \ A��yc'V�4 11 12 2] V S, O ^28 0 POND ro' 0 111 1WIN ° 11 *6014444 �'nL��mril<a4mM F ° 25 O O PO IB 1] 1fi 15 O 42 O O A O 2 O O 14 13 12 6 6TD �1 �I 19 � 19 � MIN08"G 13 65 O O 36 29 4 O O O O O 28 18 12 26Og 13 14 5 O ^-� B q O O O 1 O O Z7 O O O O O O O O O 10 II 12 PX4 O O O 1) 16 10 24 O O O O O O O O O O O 8 5 20 O O 1 2 as Por10 ,< G Is 4 25 O 11 28 31 32 3)HJ" B 21 3 O O O 4 3 O O O O. 13 14 24 12 O O O D II O O O O 23 22 21 20 19 11 18 ,7 16 15 ,4 ,3 12 2 25 O O 20 3 0 O PO 26 27 24 43 qp 21 a 18 17 16 15 O O O ID O O O O (2)O O 2 O O 14 13 2 4FORD) 6 5 I 6 EXTERIOR LINE TABLE N 435728" W— 1,990.85' 11 m c 'H2' D 2 Q O O DISTANCE LINE BEARING DISTANCE O 2] O9 O 0 22 n 250.32' L27 S 72'30 45" E 143 85' ED ©O O O O O9 0 O O O 3tI57' L28 N 41'48'02' E 342.89' m 59.18' L29 N 54'25'50" W 74.97' w ZJ M pgyp 160.84' L30 N 48'2SO3" W 188J6' 4.16' L31 N 10'35'SO" W 121.88' T M O A OA 'G' 3.45' L33 N 66'38'02" E 3751O 6' n O © O O4 O 175.36' L34 N 57'14'29' E 95.44' 22 O OB 28.04' L35 N 75'03'49" E 57.17' ^S9.7a. L36 N Bc'S0^5 H 96.552,021.20' N 47.39'02" W — 81Z20' I NOW OR FORMERLY NOW OR FORMERLY JERRY P. & PATRICIAWIND" I JERRY P. & PATRICIA WINDHAM FACT I TRACT 1 i I CALLED 300.0 ACRES CALLED 229 26 ACRES73 VOL. 763. PG. 656 m I F cY' i \ SHEET MATCHUNE SHEET KEY SOCANUILE, I- ON 200' PLAN NOTES: I. REFER TO SHEET PP-2 thru PP-10 FOR DETAILED INFORMATION ON PRELIMINARY PLAN. 2, REM TO SHEET PP-11 FOR LOT TABLES. 3, REFER TO SHEET PP-12 FOR TYPICAL PLAN DETAILS & SECTIONS. 4 REFER TO SHEET G-1 FOR GENERAL NOTES, ADDITIONAL PRELIMINARY PLAN DATA, SUMMARY INFORMATION & CHANGES TO ME PRELIMINARY PLAN. 4 SsSSI 2 3 5 6 7 8 9 10 WIN GROUP RIS RHODES DUTH TEXAS AVENUE. STE. 101 TX 77802 9) 260-2000 OFFICE BOX 9253 GE STATION, TX 77842 379) 764-0704 z .3 Id W �> aJ Lu Z J _a W Q a l o l LINE, SYMBOL & HATCH Lil LEGEND > ------- EXCITING PROPERTY LINE (� < ---- EXISTING BOUNDARY ONE W RI ury or CF � S.s cc PROPOSED PROPERTY LINE W Nnnnmca DEv[auxnenTsemrtes PROPOSED RIGHT-OF-WAY M O.W.) W Dor ) O (9) ~ ENGINNRMG DOFMN PROPOSED SUBDIABON BOUNDARY LLI 7z o rr SHEET MATCHLINE W w L ED .uu Nwaa11x1 m...Nin'M PARKLAND DEDICATION a 1�1�yy _ OPEN SPACE / DETENTION / DRAINAGE G6 = Q 3 m IIIII■ PRIVATE TRAIL / BTU / EO ACCESS / CL O CO _ DRAINAGE HOA LOT / LANDSCAPE a W o o REVIEWED FOR COMPLIANCE ® PRIVATE R.O.W. ii Z M a W TY OF COLLEGE STATION PIANNING ® R.O.W. DEDICATION O O & DEVELOPMENT SERVICES. DEVELOPMENT REVIEW DIVISION O LOT NUMBER 'w �/, Z U O BLOCK NUMBER Z 9? U Se Y 0 �� OA COMMON AREA W C.)NUA LI O PARKLAND DEDICATION U (n JESSE DIMEOLO, STAFF PLANNER rvovembw x, VLI * AMENITY CENTER w/PUBUC PARKING IIM BE v INDEX OF SHEETS: SHEET SHEET DRAWING INFORMATION FILENAME: 0717PPlA NO. I.D. DESCRIPTION 1 PP-1 PRELIMINARY PLAN - OVERALL NEW SCALE: 1"=200' 2 3 PP-2 PP-3 PRELIMINARY PLAN - NEW #2 PRELIMINARY PLAN - NEW #3 SUBMITTED DATE: 9/25121 10/18/21 4 PP-4 PRELIMINARY PLAN - NEW #4 DRAWN BY: RA.M. 5 PP-5 PRELIMINARY PLAN - NEW #5 6 7 PP-6 PP-7 PRELIMINARY PLAN - NEW #6 PRELIMINARY PLAN - NEW J7 CHECKED BY: C.R. RME CONSULTING ENGINEERS 8 PP-8 PRELIMINARY PLAN - NEW #8 9 PP-9 PRELIMINARY PLAN - NEW p9 CUENT NO. PROJECT NO. 10 11 PP-10 PP-11 PRELIMINARY PLAN - NEW #10 LOT AREA TABLES 325 - 0766 12 PP-12 TYPICAL SECTIONS 13 14 PP-13 PP-14 BLOCK LENGTH & COL -DE -SAC LENGTH EXHIBIT 'NO PARKING' EXHIBIT pp.1 15 PP-15 PHASING EXHIBIT 16 PP-16 PRESERVATION & PRIVATE TRAIL SYSTEM MAP 17 G-1 GENERAL NOTES I SHEET 1 OF 17 I I A �\ I ANN,--------- --- -------- 1 I I I I I I I I I I I I I 1 1 \ I I I I I \ I I I I I I � \ NOW OR FORMERLY I NOW OR FORMERLY I NOW OR FORMERLY I NOW OR FORMERLY I NOW OR FORMERLY NOW OR FORMERLY THOMAS MATTHEW & MATT & EVELYN MEDLOCK ANTHONY TRESMER & WILLIAM STEVEN & ANNE V. I FRANCISCO JR. & I BK HOME DEVELOPMENT, INC. I I TRACT 6.3 REBECCA LYNN FIELDING TRACT 67 JENNIFER MARIE MEDLOCK STEELE I ROSALINDA ESPERICUEfA I CALLED 1.279 ACRES TRACT 6,31 CALLED 1.45 ACRES TRACT 65 TRACT 6S TRACT 3 VOL 13729 PG. 190 I CALLED 3568 ACRES I VOL 699, PG. 656 I CALLED 1.46 ACRES CALLED IS ACRES CALLED IS ACRES VOL. 14960, PG 51 VOL. 7239, PG 22 VOL, 582, PG, 682 VOL 11211, PG 29 ZONED: SC ZONED: E I I I I I I A �� � � / v - >� � V A \� � i 1.28' �31G PIONEER _ \ t`= 517.51' Bm60 V A L46 L47� / L48 L4 - L45 - S 4835 3 N A - �\ � �� e20.5' n � 39.31' Je.n' OR 21 1 20 A r7i 10.00 v A \ O / \ 1 _ `£\ \ 7 Im 1z' eTor_ESMT_ ]1?6 ° Is �• �� zV _ yob z2 a l ' ) 49 III _ 14.3�I9 � I/' r-l9\fie uo'+ / 10.00' C Q3N o _ / � \ POA' iO �( \ 37.86' SEE LTD EST / 36.59' 9 Ina 75.38' 71.7�'� L & / - =- 45.8=. 24. a Nu �4.D1' \ FOR 13.56, _ ISD,aow I / 174'B� 0.71' A \I 61.21• 32/0. _ f ii /- ( j0 % / L < © a O 3 CIA ,^ 5RUE 42�/ / j4 &�' \ I F O i4" \ \ w ( W 114.54 / ® ® IT, - 1 I 'M. / f 1 A,v \9- / o / / - h �O �iT / L\ / 1 s;s / ��� __ A DUE (WIDTH V)RIES /60� / . - 27 \ - h4p'I COP/ 9-\ `✓ O1 `6 \ j299 II i J i 7299' / [y[V JA I r r 94 7� w ® / _ 6 \ ` 3 78 I 118.39 ` 7299 63.154 63.81' 71' 63.74' q � � � I % J 9 vO J _ 0"3 26 `' 63.69 3 �. m� G �® wrc / 756 34. _ \O ; �� O \ \ 63691 I ae� o C �o �0 III 11 i35.32' 7 A 77.SfiE CO V L` \ gp0 �RD pg769' A �_ O � 6 N 4 h m ^ AAS CIL (CEDAR �� B B �T�W / C, o /Q i 60p0 \ II �� ( $ � w a o O �g r j mom' ©. v� 2 lr Sti B / \i 5 45 ¢g. I 1 ` \ O.00 ]4.19' 2D4.o2•/ O � � � \O es C/a Q 12' i 6op I - MT �R 21.66' BTu/FO) l2. / \v TO I / 120.05 m / 7 - y -- 81.12' 6p0p 4 (\ R PUE (We,TH vARI ) 50:09' _� 1P14E �� -- - 2UTLI SEAS �Ep I G O ` $. O� V IG.72 9] vss W fi297' �_8299 J �� E O 6 O 19.1441.A a c- 6 1 \97'.; (3ea6/zJ / - 1/5. 2' S. �i` i� eT iO' I IIIII - � _ NSA a 6// / 3 4840' 65.96' /DO-- -� I/ ® 24.9a' / \ 0 4 Q PME. �. R 0. F629T _ \ �bt ® Mi O' \ v - a Mi i ''>5/ 60� \ o' \ 58.95' S8.9T 58.9E 8.9Y' � � - / � pAb / `JO � m A 58.9E - _ C- ✓ o dJ / i 65.8.1E $ \ r3�g.97. _ n \ \ 58._ - 64.39' �¢4.39' 64.39' 569 64.39' \ I/ i.X 6�. l J _ � �i ✓, ag95 \ �g'µwi I A �I 64:39 A. . V A 14 A� \ \ �8 I �- eOD \ o I ffi� 16.15 64.39 o BO F fN/FO 1� g y 6 a7 ESM O © \ n �4z96'/ eoao 6D.DD so. �a, I I 26.A5' b \ \ z u ' ®� b I V o i 60. \ 80. BkKwED V ✓ li I" a / - �o����0�///6/ 10 )O�v� i�� v�5� ,� B°. �caaD-�� _ -\---m55 NSA �_ I N ci 12. Ia / - i 3� 12 x F\ \ --S ME �2324' 69}6 OT �i O° rn �UE (WIDTH VARIES) / Pp1C_RLEB_ 60. 12' s3 '6P 69.36' 69 _ 36 6 p1 \ I _'2' BTU Y I'.' I I - - \ E T \ O T4. \ l5 74.27 } 74. W -�- I 7 SHOT \ oo. 46.0y sl.m 63.03 w A CP 18 10 \ \ cMCI LES / O o O \ 1 17.62' j/ \ P � /� O iO O� 12' I} \ \ \ BTUS/ 1 m / \ 672' / i 'A w V , I Q $ V \ ET 68.54• 6B.54' 68.54' �/ ^ . 68.54' V m / /� - 1G.55' O a' \� \ 68.54' 17 0 ESMT _ 1 6i n / 6 5.7Y' / m. A A ` i \ V O e _ SSA, N 1-62.00 20.9P 70.72' _ _ _ 5.72_ _ -'^/ j/ 6y03 J7�. I \ \ l \ . 1 68 54 3� _ �78.33 76.33' 76.33' 76.36' -- r . LINE, SYMBOL & HATCH LEGEND ------ EXISTING PROPERTY LINE ---- EXISTING BOUNDARY LINE PROPOSED PROPERTY LINE PROPOSED RIGHT-OF-WAY (R.O.W.) PROPOSED SUBDIA90N BOUNDARY ------- EXISTING EASEMENT (TY➢E VARIES) ------- P.U.E. - PUBLIC UTILITY EASEMENT ----- P.A.E. - PUBLIC ACCESS EASEMENT - - - - - - P.M.E. - PUBUC MAINTENANCE EASEMENT ----- RIDE. - PRIVATE DRAINAGE EASEMENT - RE. ATMOS EASEMENT B.TU - BRYAN TEXAS UTLITES _ EASEMENT _ BiU./F.O. BRYAN TEXAS UTILITIES k FIBER OPTC EASEMENT SHEET MATCHUNE - PROPOSED WATER LINE (SIZE NOTED) PROPOSED SANITARY SEWER (SIZE - NOTED) ----•- PROPOSED STORM SEWER H.O.A. HOME OWNER'S ASSOCIATON I.R. IRON ROD VOL, VOLUME PG. PACE 0 PARKLAND DEDICATION O OPEN SPACE / DETENTION / DRAINAGE O PRIVATE TRAIL / BTU / EO ACCESS / DRAINAGE O NOR LOT Cl LANDSCAPE PRIVATE R.O.W. ® R.O.W. DEDICATION ® GRASS PAVING ® PUBLIC SIDEWALK OR PRIVATE TRAIL 01 LOT NUMBER 10 BLOCK NUMBER OA COMMON AREA AO PARKLAND DEDICATION AMENITY CENTER w/PUBLIC PARKING UP STREET EIGHT 4EN FIRE HYDRANT OMN MANHOLE CURB INLET (]° JUNCTION BOX 0 STORM SEWER OVERALL INFORMED mu[se STATIOPLANNING A DEVELOPMENT SERVICES N ISM OF I'M MmE11All 1R°d121 cmewlan REVIEWED FOR COMPLIANCE CITY OF COLLEGE STATION PLANNING BE DEVELOPMENT SERVICES DEVELOPMEM REVIEW DIVISION A99 ]ESSE DIMEOID, STAFF PIANNER NwemOw22021 MAM GOODWIN GROUP IRIS RHODES DUTH TEXAS AVENUE. SEE. 101 U 77802 9) 260-2000 OFFICE BOX 9253 BE STATION, TX 77842 379) 764-0704 I I I I I Iol W a cp O N_ W � ii W a us W U E� U m Q E� 44 d is. N Y F W A- ' to d OZ �<W OO o Z LJj Y UsUN� W W N IIM 3 FLH LJ DRAWN BT RAM CHECKED BY. C.R. RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 325 - 0766 PP•2 SHEET 2 OF 17 I 1 1, I - / I / / I _ / I / NOW OR FORMERLY / JAMES R. TRACT SAUNDERS RACY N414 OR FORMERLY _ / CALLED 9.917 ACRES JAMES WILL4RD JR. VOL laosz, Pc. as KARIA J. STABLER CRAIG TRACT 6 CALLED 8.019 ACRES I _ � // S 4834'1Q' E S 475212801 E m" S 48'17'27" E - 786.74' v - / AVA _ _ _ 391.20'V 441.34' �J \ 12.96- \ \ / ' 46.76' 98.31'- - N 0 64.42' / 96.70' 54y 10' PME POND �e5 I _ Sao L81 s. /I v l IF I 74.29' 13.2' 20.59A> / 25.OY21.84' 22.4O 464\ 53.51' 2 04 _300' 130.00'�7 ' Am I i ti s I \ \130.7 35.00' 1$- 1 I m 1244' 38.32' 3a ZS °? .41' , ©\ s, s ° _ // 57"s7 \ i `• O Q' ) I A / I l POND A �° •."� Via. \ yy -.r s5.2o' •® ,,4� �� �0� ro� _ L / �� �'. �.� / ;� X J 0"4 ,o GO• RIAI /� \06,9 �'65.20'> O Off•/ v 6 3 B9 u / / a Yn. .99,\ /' 56 \ `\� \s\fir A\ - / 9 `�11 �0p• \ , A /om ` �& 22.44' / 7 /�� V 85.20' 1 �i o ) / 8p• s - I _ 20440021 1 '_ / ay. �. �. / `8 _ \��\ -� 2 �- °S.2o' A� 3 1cA ) �1� 11� IV MOLL • l� J, �� /` tl' \ 1 i \ 17 / 18 A i 5' RUE 2 19 (sn R.o_W 27 7- y \ e e9 / '✓{. A >� 1 \ �> t' Vol. ) szsl' n l 'r 16 � i1 ) s 6s.zo' A / ISy 12 I S 13 2 ) w-•(0.�, Q v -9-Q• /0y ash' v = 65.20' ,� oo tipsv S. v / 5 / 58.97• w F.�. i' \ , �00� �2D� b �v \ �• 1 64.39' 64.39' \ yy diy l i \ /p W0`^' i `5/Pu�9.40' 48.58' 21.74' 0.5 p fio (\- 48� 30.9' I CP ' J i 79.40 $, A ��° i 11 y�' / v) 24.43' \ r _\3 11 °O• \ G 342 u \ \ \ _ P 12' Bm/& ESMT I , / 0 o \ \ 2 \ °j 'ryy vpy 13950' /y @DaB' -- 3 '� ® h ... \S1BO9 pry. / ms 7J$/ \B j I 79.40' �j p2q '�F631 \\ \ 34J6 Q 31 /' A9 �PRIC 14.5T d. 7a.2o_ to rz / 1J �t.zo• '1 Ter Bye �i A eNA9 -� N J QN. A 3a �s• 1os.sy O \ ''/moo \\ `1 3 \ 3o O \ \ n. ED w \ \33p1 \ Ng 9 l i19 ,_ 44.90' 128.53' \r'9.61' a $. /) M.17' 21.84' I \ 13 \»ge. \�� rz� \ /% , \ Q S 1�O/ / BTU/Fob 68.$4'-. \ h' ) `�J` 1 i 8 / 0� ESMT - \ _ \ \ \ a\' ry / \ 'a' } O $ \ NAB// / / Ae / 13 u"eb� QA 60.36. 0 Fsr- .2 ' S6.g0' \ ��• 1 .aP \ 6y' e'� \ IMME MmMwl LINE, SYMBOL & HATCH LEGEND ------- EXISTING PROPERTY LINE ------- EXISTING BOUNDARY LINE PROPOSED PROPERTY LINE - PROPOSED RIGHT-OF-WAY P.O.W.) PROPOSED SUBDIA90N BOUNDARY ------ EXISTING EASEMENT (TY➢E VARIES) ------ P.U.E. - PUBLIC UTILITY EASEMENT ---- P.A.E. - PUBLIC ACCESS EASEMENT -- -- P.M.E. - PUBLIC MAINTENANCE EASEMENT ------- PLD.E. - PRIVATE ORNNAGE EASEMENT ---- A.E. - ATMOS EASEMENT B.T.U. - BRYAN TEXAS UTILITIES ------ EASEMENT _ B.T.V/EG, - BRYAN TEXAS UTILITIES k FIBER OPTC EASEMENT SHEET MATCHUNE - PROPOSED WATER LINE (SIZE NOTED) PROPOSED SANITARY SEWER (SIZE _ ' NOTED) - -• PROPOSED STORM SEWER HO.A, HOME OWNER'S ASSOCIATON G. IRON ROD VOL, VOLUME PG. PACE O PARKLAND DEDICATION O OPEN SPACE / DETENTION / DRAINAGE O PRIVATETR AIL / BTU / FO ACCESS / RIV O FICA LOT / LANDSCAPE ® PRIVATE R.O.W. ® R.O.W. DEDICATION ® GRASS PAVING _ PUBLIC SIDEWALK OR PRIVATE MAIL O LOT NUMBER ,O BLOCK NUMBER OA COMMON AREA AO PARKwnD DEDICATION AMENITY CENTER w/PUBLO PARKING B� UP STREET LIGHT 6FBI FIRE HYDRANT OMH MANHOLE CURB INIEi (]° JUNCTION BOX 0 STORM SEWER OUIFALL )HAM GOODW,N GROUP IRIS RHODES DUTH TEXAS AVENUE. STE. 101 U 77802 9) 260-2000 POST OFFICE BOX 9253 COLLEGE STATION, IX 77842 PH: (979) 764-0704 I I I I I Iol Z J IL a� WLu 5? a W a cp O NI= L16'o W W N o EEC �q m Q ao00OB N _ F W 'fin d OZP�<W Z OLj O o Y W UN� W W (� IIM 3 RemWED �CR ODFUMLANCE On OF& O°�F SOTION rs E[m s FO.6AI4, DRAWING INFORMATION WM OU°G'PE, iMm•Me"`ER FILENAME: 0717PPlA lIANVG2SCALE 1"=60' SUBMITTED DATE: 9/25/21 10/18/21 RIVIEWED FOR COMYWMCE DRAWN BT. RA.M. Cm OF COLLEGE STATION PUNNING CHECKED BY: C.R. a DEVELOPMENT SERVICES RME CONSULTING ENGINEERS DEVELOPMENT REVIEW DIVISION CLIENT NO. PROJECT NO. 325 - 0766 JESSE DIMEOLO, STAFF PLANNER PP'3 N°uemRer2ML SHEET 3 OF 17 BLOCK ONE, LOT 7 J \ \ CALLED 1 73 ACRES00 J \ \ N. 00 CAS 5j// AAVAVA \015, aN \h \`\ �� O 60 E20 GREENS r Y \OQ 9/2z41 BLOCK ONE, LOT 8 / \ \ \PRAIRIE V CALC': 1 60' = �� A VAAA CALLED T7e ACRES 9 \ V s NIP \ \ \ \ A \ J' �'� 2 3 4 WC CNC JV, LLC /o ooze s/' RHODESN GROUP 2800 , U1H TEXAS AVENUE. SIE. bl . I �\ \ \ Fp PH: (979) 260-2000 NOW M FORMERLY BRYAN. 1% A802 TROT 7 / /I I %.m�eY v J / \ \ �' `V s 'g+�tr �%' 6 6 7 on,','s mmo•ola6em oPaem.00m JAMES R. TRACT SAUNDERS / CANED 9.917 ACRES Az I COO Ej o VOL14092, PG 49 /a 4AAAA VA �J..A 9 10e J` yT BLOCK ONE, LOT B LOLA \ \ �I •.•y�•.a� LED ONE, ACRES \ POST OFFICE BOX 9253 COLLEGE STATION 1X 77842 SHEET KEY PH: (979) 764moo EMNL <v MNmeDneecrom = A\ \ V TEXAS FIRM REOSTRATION No. F-4695 ME 5.44'S705" E— Az� IKK `. 675.73' / ) N Fo csuT 67.5 ': - ���� \ 115 I / I �s V A�'A\. BLOCK ONE, LOT 10 OttJ97V A A C LED 1.71 ACRES v �=IF,l' If / '0 I I /25.87' I I APPROXIMATE /// �q LIMIA OF / ato mo-TEAR / I / l I I I / i FLooDPLAm �,yy,. /JJ� 1eP/ / I11Z I J '12' \ \\ A R.O. N A / v / / �z4 % � a• -L � I ���� �QA � \ VAV �\ BLOCK ONE. LOT 11 PUE) _ _ -' / ' p, / ' z2 6j ��`��V A CALLED IAA ACRES V � PME �y 4e.1B: //� �� II,Pis>A\\\ �//IF A 13 87 44.05' � 'r. 135.IF, f l 3q' o �` 1 N I _ -6. J 0 J \ 21 I � 1�ProE � T -- � 3 / 16 I 6 v �° A ee / 139.35• I I — / Q n III / `1�ry�' . +!, \3'L55 tx A N \ \ \ 20.05' 364.2T' ) / POND 'C2• se, < s� ,. O AREA•B 13$p0. 8� 135, / ,d y� y I (1544s/138) BLOCK SEVEN, LOT 4 CALLED2.65 ACRES V 27 / ) S 0 rA' 12' BTU/FO \ ESMT P 11e1 1 %\ \ NANTUC yyy��� l PHASE VOL.7,PG. ppp520 5' A.E g� 29 APFRO%IMg1EI LIMITS oRRRRR �• ` / / ` BLOCK SEVEN, LOT 2R y 48 CALLED 4.ACRES € $ �/ /1 /—�— (a RP, 30 .3�• L° //i,/ti/ ,5 roe //,% /// ///��/ P' )I/ If1� \ w��\ Z J no Q Z W C�C _ LLI LLI G J a cp a O LLI LLI c W j 'o W cJ W U)On C� PLAN NOTES: � La.i 1 - c�� // X //////// ///// _ __ J / // ✓ N. 1. A LIMITED FLOOD STUDY WAS PERFORMED. ALONG 0 Z M / �� &, d O ALUM CREEH TRIBUTARY 5. TO CENERaTE Ary O o 3�/ O o 1 O� / // i //� / //lll ( `� — — — — —/// // �i \ \\ \ UNOFFICIAL 100-YEAR FLOODPLAIN (AS SHOWN). Z o _ _ _ _ _/ W W o cc .� u. V LNGI a,VISION 2R/ 'H // \ \ � � / n � / ✓ I �� � � ErE.,rseaha: uMnsDo/o//'. // I ✓// �\ v/i/ @.�� / $i/� / DRAWING INFORMATION nmveRE1 FAME: ILEN0717PPlA ) J I / // A �V A� G�EEN RIE R SERVE —' \ / L' ` \ � \ \ � ALE. , =6D AFI� W 1 PHASE 1 A - / /// / / / v C A A SUBMITTED DATE: 9/25/21 OA 1 / GI / /� i� / / VOL 15445. PG. 1ST" �' / / _ _ / j i / / \� / \ \� ` 10/18/21 /� > ) / / / / /J REVIEWED FOR COMPLIANCE DRAWN BY: RA.M. pS Cm of COLLEGE STATION Purvrvwe CHECKED BY: C.R. /Lyy3� / \ �� /) NOW OR FORMERLY �� & DEVELOPMENT SERVICES RME CONSULTING ENGINEERS /i / 1v // _ g.� \ U/ // // \ eg / \ J PATRICIA I & DEVELOPMENT REVIEW D1ms,Ox CLIENT N0. PROJECT N0. V / PARKLWD // ii / / j /l V / // / \ `� I� ��I I PATRI TRACWINON4A 325 0766 DEDI.SCAATIONdY'Cr/ / i'/�� / /, �.� � �— \I \ \ �A.�� / � / \ \ \` I III 1 II c.L1Eo 300 o ACRES J v PP•4 \ \\\\`� �' / \ ` III I:\ JESSE DIMEOLO, SiPFFPWJNER I FSHr 4 of 17 - --e�� - 60 ) In� 54 l b ICy,LE Pun B - / -- � � 68. � �6� V 11 g � o_ 1 16 < - - _ - _ Nul .6o.W'i p69 1 i ( m ui A \ vi o t� _ _ 60. _ j° PM ,n �p O "I / TOO f CD f/e l E <J' 33 N $ 49.23• 6000' ns7.4z.a3• 6000_ - I , _ 7\ 4 I 1 \ ^ 1 r roh D �e V z46s� V 89.60'l 3 114.97' 20.0o' o _ - - < - \ �-� $ \ s �+ 5p }6 I I \ lJ �I 8 _ _ 51 665 �, - z2. 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PROPOSED SUBDIA90N BOUNDARY - EXISTING EASEMENT (TYPE VARIES) -- P U.E. - PUBLIC UTILITY EASEMENT - P.A.E. - PUBLIC ACCESS EASEMENT - - P.M.E. - PUBUC MAINTENANCE EASEMENT -- P D.E. - PRIVATE DRAINAGE EASEMENT - A E - AMOS EASEMENT B.T.U. - BRYAN TEXAS UTILITIESEASEMENT B.T.U./P0, - BRYAN TEXAS DILATES A FIBER OPTIC EASEMENT SHEET MATCHUNE - - PROPOSED WATER UNE (SIZE NOTED) PROPOSED SANITARY SEWER (SIZE NOTED) - -• PROPOSED STORM SEWER H.O.A. HOME OWNER'S ASSOCIATION LR IRON ROD VOL, VOLUME PG. PACE O PARKLAND DEDICATION O OPEN WAGE / DETENTION / DRAINAGE O PRIVATE TR VA C AIL / BTU / EO ACCESS / IV O BOX LOT / LANDSCAPE O PRIVATE R.O.W. R.O.W. DEDICATION GRASS PAVING O PUBLIC SIDEWALK OR PRIVATE MAIL O LOT NUMBER iO BLOCK NUMBER OA COMMON AREA 0 PARKLAND DEDICATION AMENITY CENTER w/PUBUG PARKING �6 OR STREET UGHT 6 NI FIRE HYDRANT OAR MANHOLE CURB INLET 0 JUNCTION BOX 0 STORM SEWER OUTFALL uaryar DFAR CGMINJAHM OTME STATION FO& -6A r - JHAM GOODW,N GROUP IRIS RHODES DUTI. TEXAS AVENUE. STE. 101 TX 77802 9) 260-2000 )FACE BOX 9253 .E STATION, TX 77842 79) 764-0704 I I I I I lol J IL a� WLu 5? a W a cp O N _ Ow W W j W W 2� a m a O DO _ F LATN El d OZP�<W ZOO o Y W UNE W W N W 3 FLH u REVIEWED FOR COMPWMCE DRAWN BY RAM Cm or COLLEGE STATION PLANNING CHECKED BY. C.R. & DEVELOPMENT SERVIces RME CONSULTING ENGINEERS oEVELarMErrr REVIEW DIVISION CLIENT N0. PROJECT NO. 325 - 0766 JESSE D` FINER PPR5 NOVeniher2 � 21 SHEET 5 OF 17 22.31' 1\ 60.3s - _ P7.94, 1 \ \ �.A , `22.31' \ \ J6.33' I \ \ \ Is \ \ >>�, \\ 29.12' p• a5p� / / 0 i,.• , S e\fi. 70.00'/ m m I .9q• _ Po 85 0 ]D.oD• / \ / v A, Wes• \ 1 \ J `3,T' 'giTj•F / 1) ^g \ o.,$ 0 \ 10.00 / SIX, >saz' �,� \\\ / / � >6 4 \ 33.7 • it /3. 6�� 'ti Q)OFF 9 m _ i0 \ V �25 V )(tom, op .. / �n�� i / �S• / 24.02' / 1z\ \ \ � b. ` 1 3J 1 35.70' _ \C&/ 54 4s - \ �Rg • L A) N 13 \ v A °be v ; \ w�>o� �B �2sy. 45.43' B96s• / b 1 INA, h M a� �ea� �®�� a\ \ sy \ �v �` 20.75' \ a.ea' / \� 36.59' �a x��ff9g9 17 25.39' N �� �� \ / ^ POND / ti J� ? \ \ ys �\`\ _ / \ 9 h 0 I/ 18.7-11 13 B2J o - BA/SO OC) ' 3215 / � b >q _ m / \>QQI� - 15 1 RINI / \lo \( 0j• / 65.22'I'. 0 17 B / � AMENITY 0./ \ ( \ �>s � - V ,y. o - �3,Ts• CENTER v v 'TU 20 _ 6 za' [ss 10, Prod accA, iSaao% 0 15 2'2 - A I � _ 6� v PARKLA D (15445/138)- J \ B F^ v/ L e 5 13 V A\ 3z0s,oa' (C. _ m�RAIRIE- n A cP \ _ / �'V AffatO, 'ui/o 9'RDw /z> - _ _� \ 21.84' � 31.1k O �'' \ 1.47/ n°p .m \ s \ -0a� \'' JBPo \ 23 J \.. \ 6 �,.\ _ _ - - _ = 1 \ sus Bz p m .\ \ 9-\ I _ BE91CFfiI0N--0= - Jar - �� t a qg, 115.09' 1�.3p' / - - - - - - \\ L19 _ �\ II Ifs I 6.20' �� �- 1 \ p�� \ \ i$ ( _ \ � M b r S,G, s i \ 0. 21 116.01' 7` ' .�0 \ A3FILE I31.7_ a NO IS, I I 1.8 , 1T16 �_i �' \ / A \ •aE \ \ 2z.zT � _-_ / i>�oo• ,� , �� . � I ✓ a1.oa' \ / V I 2 i i' ,o �' - 'A L_ 178�0 --_78.00' �_ 78_00'_ _ - _ \ L I, 115.00' 1922' 174.93` m ) i 1 7.23 I N 6? � \ S i ] \ �.. - --'$ e- - 21.22 12 zo' P.u.E iO,r. \ w 8 d i o. �9 �B \ n m O to I II )O 31 m ry W2� h / air ` _ - _ �(� ROP / �, 115313/185) u o I M o a� u / 113211 53' Q �>Sg. ^ / ml tj 6 g i >8.3>' �-._- ]DSO'.- p PRO \ m 0 J RE 117. m o J 21.52 ,c laOf) Q \ $ \ Op > @p 12 ci L 1`l i o O� rmo O A 19 is SMT 7 / m I A L6 A it R I 120.3 m `.\ J2J J H �a 0 - \\` _1.0\/ a 114.74' / 115.00' ) " a B o?G g, 115.57' z0 ) 94.38' 115.00' I / a Q 115.00' sq• - - o 3 _ w o 0 TO BTU/ of uri `� ro /26 13 �•'- 77.78' T r 8fi.99' 0 ESM / 10 FO/PME m 12' BTU/T 13 m r I ,B , S �, 2, zre� I 2os3' 1 99 - - - - pop0' m \ 1O \ l0' Btu/ 9.01' 2003' 9615' I L 10 BTU/ °1 - / FO/PME 7360' n B6 109.7T FC'/PME - 6 �71 0.4 93.21' CORaL RNER ROM 3 e T>�, m� ^O' a POW 127 B-B) \' - --- - =-="- 8 zo UIP .02') :A {� o o �. i' 64.SC `� A o-i 00 - 12 2.i t " I1� \ A N 70 E Immmi EmEn LINE, SYMBOL & HATCH LEGEND ------- EXISTING PROPERTY LINE ---- EXISTING BOUNDARY LINE PROPOSED PROPERTY LINE PROPOSED RIGHT-OF-WAY P.O.W.) PROPOSED SUBDIA90N BOUNDARY -- - EXISTING EASEMENT ("ITE VARIES) -- P.U.E. - PUBLIC UTILITY EASEMENT - P.ARE. - PUBLIC ACCESS EASEMENT -- P.M.E. - PUBLIC MAINTENANCE EASEMENT - P D.E. - PRIVATE DRAINAGE EASEMENT - A.B. - AMOS EASEMENT B.TU - BRYAN TEXAS UTLIPES _ EASEMENT _ B i V/EG, BRYAN TEXAS UTILITIES AS FIBER OPTC EASEMENT SHEET MATCHLINE - PROPOSED WATER LINE (SIZE NOTED) PROPOSED SANITARY SEWER (SIZE ' NOTED) - -°- PROPOSED STORM SEWER HOAF HOME OWNER'S ASSOCIATON I.R. IRON ROD VICE, VOLUME PG. PACE O PARKLAND DEDICATION O OPEN STAGE / DETENTON / DRAINAGE O PRIVATETR AIL / BTU / FO ACCESS / RIV O HOA LOT / LANDSCAPE O PRIVATE R.O.W. ® R.O.W. DEDICADON ® GRASS PAVING O PUBLIC SIDEWALK OR PRIVATE MAIL 01 LOT NUMBER iO BLOCK NUMBER OA COMMON AREA AO PARKwnD DEDICATION AMENITY CENTER ES/PUBLIC PARKING j� UP STREET LIGHT 6 NI FIRE HYDRANT ®MH MANHOLE CURB INLET 0° JUNCTION BOX 0 STORM SEWER ODDBALL PANNINGFILTANCI CM TATION R ENvo��cO�imuvas Im4Mz1 JHAM GOODWIN GROUP IRIS RHODES DU1H TEXAS AVENUE. SIR. 101 TX 77802 9) 260-2000 )FACE BOX 9253 .E STATUS, l( 77842 79) 764-0704 3 i I I I I I loI Z J IL a� W CZ Lu a W a W cp N i = W FA 9 ii W j WW N �w NO cA o IIIIIIIII2 k m ao,0RIIILd N F II ILOZ ;z �<W OOo Z Y W UN� W W N 3 FLH LJ REMEWEO FOR COMPLTAMCE DRAWN BY: RA.M. CITV OF COLLEGE STATION PLANNING CHECKED BY: C.R. It DEVELOPMENT SERVICES FINE CONSULTING ENGINEERS CLIENT NO. PROJECT NO. DEVELOPMENT REVIEW DBESION 325 - 0766 G/NER MIS � Novenbe100t1 SHEET 6 OF 17 FEE IF PARKLAND �/ I / " / /6 DEDICATION / °✓i' ( / v / / / GR IRIE RESERVI PHASE 102 � /\ Pc. tot // „ / / / b. PC GREENSP SER - - /SECTION 1. P 101 / v ✓ — — / / / VOL 15aas. . 1 a / rl v A l . / / //j/j / I /II F ll vJ ✓ ��oA /-- // /' / / / COMMON II I II I/ ��l 11 11�1 AREA .M. / PO ND V / IIJ I`1 E'I111 W m VA \ se � , Jr U V Wo° PAueE l \lI ))l v�wv �lll 5/"')1�2— o \\\ / I rG6i\\ \ BARK a D ae- _ _ \ \i P,.aE. DEDI R" / /// �// I / / I 1 / COMMON //✓ ' IF l / l ' _ H l 54 .D. Osa45/141) 1 q2 sV I � _ v `A?� 39 // vv s � A �-- 14—�5—m 3 E2 OPC 125.43'_ _ CO GREENS PR IRS RESERVE ! A // / / — — _ Bn �I / _ V 1s1," ASE 102 / i ' / '— -moo - - _ -5_Bn Fo ESMT _ a 4 '/ ��v ///�n7a -'= 138.03' sEcn 1,"�riA I I J/ I / �w V.�v _ F?I if 15439/202 TEL 6 IFv v� �� _� v �` ILL �9GOv�wvvvv VI Av 138.03' SUNBURST EE / / / v4c. v v \\ \ / %/ / �, \ W 2act . \ \ N Iw \ �I a \ \ / 1 COMMON \ F \ \ 3 AREA 'D' \ \ Y — _ _ 135.80' EIm \\ \\ RE S P bsaas/Iu) 57.58' t3148=�796�-- 03_',... o m \8.03' RE 120 ERG q \ 0 PHASE 1*/ // / / / /' / (15439/2I002 & _ — - —'�� _ s — I ' V `'� m. 15445, PG. 138 —�� COMMON n \ m w \ \ / /' /'/ \ t\ I %' /` ✓ AREA'D• Y? 0 \ O(15445/141) Sc \ \ I f I11V A III A V V IV (1 11, \\ \ \ / / �' GRE NS PRAIR E RESER ' — / \ LiIII \ \ I \ ,..,\ ECfION 1, P E 702 ' I1543 TAT/F.C. / OS 9/202 k I I \ 138.03' \ 13s.Do' I \ 1\ \ ( I -sBn oESM1- I� \ \ \ AREA i" _ / — '•s \ T N ] IB \\ (15415/1 IT \ \ \ \ /— '— \ \ i I \ O I i fX O N \-- \ \ — -- I — \ LINE, SYMBOL & HATCH LEGEND ------- EXISTING PROPERTY UNE --- EXISTING BOUNDARY LINE PROPOSED PROPERTY UNE PROPOSED RIGHT-OF-WAY (R.O.W.) PROPOSED SUBDIA90N BOUNDARY -- - EXISTING EASEMENT (TYPE VARIES) -- FAIL - PUBLIC UTILITY EASEMENT - FAIL - PUBLIC ACCESS EASEMENT -- - P.M.E. - PUBLIC MAINTENANCE EASEMENT -- P D.E. - PRIVATE ORNNAGE EASEMENT - A E - AMOS EASEMENT BTU. - BRYAN TEXAS UTLIPES _ EASEMENT B.T.V/FG, - BRYAN TEXAS UTUTIES A FIBER OPTC EASEMENT 91EE7 MATCHDNE — •— PROPOSED WATER LINE (SIZE NOTED) PROPOSED SANITARY SEWER (SIZE _ -•_ NOTED) ----•— PROPOSED STORM SEWER H.O.A. HOME OWNER'S ASSOCIATION I.R. IRON ROD VOL. VOLUME PG. PACE PARKLAND DEDICATION O OPEN STAGE / DETEN➢ON / DRAINAGE PRIVATETRAIL / BTU / GO ACCESS / DRAINAGE HOA LOT / LANDSCAPE ® PRIVATE R.O.W. ® R.O.W. DEDICATION ® GRASS PAVING _ PUBLIC SIDEWALK OR PRIVATE TRAIL 01 LOT NUMBER lO BLOCK NUMBER OA COMMON AREA AO PARKLAND DEDICATION AMENITY CENTER w/PUBUC PARKING BLIP STREET LIGHT A R1 FIRE HYDRANT ORR MANHOLE CURB INIEi 0 JUNCTION BOX 0 STORM SEWER 0u1"ALL CIO OF COLLEGE STATION P ME5AI me.°xe°rtP ervwxrza 1, N96➢ REVIEWED FOR COMPLIANCE CITY OF COLLEGE STATION PLANNING & DEVELOPMENT SERVICES DEVELOPMENT REVIEW DIVISION 'oo, > JI SSE DIMMED, STAFF PIANNEA Nowme.,2,E021 JHAM GOODWIN GROUP IRIS RHODES CLIP TEXAS AVENUE. STE. 101 U 77802 9) 260-2000 OFFICE BOX 9253 BE SULFUR, TX 77842 379) 764-0704 W (O a WITEFFEE W "Oo- =!E L16 REFFE W : 'm usN W Lw DO 01 E� ER- GO� YF W '9 EL OZ �<W O O UP Z Y W UNE W W (� cc 3 FLH u DRAWN BY: RA.M. CHECKED Bv: C.R. FINE CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 325 - 0766 PPm7 SHEET 7 OF 1 I I I I I I I \QQ 22 115.00' V I 115.go' �I ® 0 ® � 46 �II � � d 22 /J2Y g A V 11 00, \ o o o 23 \I ns.o0' � ns.o0 ns.00' c y p \ m Z \ a m m\ 115.00' o to"` o� I \11s.00' `I 115.00' w \ ns.00' 6' \ o \ g old a \ ER 41.77 , Ss.BO' y y s 0 02.92 701 / 42 N 1y) 75,62 75.44, T2' BTU p 75,59, 120' WFlLggI N SUD' `a� n e \o� \ 23.55' UTLITY EA EMEM i 115.00' \ I m 16 14 \ (38 /276) o \ 25 115.go' ns.40' n oo' e 7 114.74'- O \ �� B 0 tt ?. i n n 7 \ ! la ME 52.3 10 BTUZF0/PME • 34.9 I � I I^ I O 114.89' ayrc � µJ I I I�o�O W M o M 114.88' \ z I 19.87' \ rn J 6 37.75' 1 I o I � � I �!1 6.85' 34.. \ '2• ^ ' 12 B \ 1p3'- I II I( \ 1 BTU 14.98' Ie ' 10' BTU 90.09' f0.UOf F 1PME .FO/PME 86.45' IS ( 45 _ _ a 20. 10, HICKORY BARK COURT _ - ri 54.89'\ 6d:00' 60.00' "Um,- wl�� BOOBY 1 I z3' �' f0.14' � AV A �50.70' 11/I I'lN II p o O q/� i (� O 3 O ) OFF BID/FD 22.30 E52T + zsl \ <, 10.09' 19.00' 66• o 44.00' 60.00, 'r 60.00' \ 61.4\ 61.76' fit: 6 61.76` '61.76'� 61.76' 52.55' 56.69• - ' i / I? BTU ESur 12' __-_ __ _ _� \_ \ �5 21.61 48.97' \ 41T.76' �59.72' 9.62' 59.55' 46.25' 59.48' 46.2T' S9.42' T 54• \ 1A Q 14.79' 13.28' 13.25' 543.5VOI 23.58V > �� 13.28' as _ �2� \ 6S02 R (F �y-A 7j• \ n1oI O a% O POND •H4• O ( V A \ \ 101 6Zg6. 'N OA �4 Ic 67 - Pt 12' - 47.62' \ \ \ _ _ 61_30' _ _ 61_3�' \ ( 2e \ 313B r5 \'^T32 `.\ o M ESMT _ - fiA30' - _\61.30' '13 1.30_ _30S�Pu 61.30_ _ i `_ 1 `� \ (.. 1 ��6" \ ro `33 34.55'� 134.91' 127.58' -(so ROW. 2 ,eB)T - �� - - \ - -� 20.14' s ?OE 11 13.52' 139.10' 1 \ -�� - 135 �0.00 6aoo'- -so DO' �a00 SO.00_ 24.68' 20'INC RUE & PA i0 \ I .q,�•Y� \ INCLUDE TRAIL CRIVEABI-E SURF CE FOR IN _ \ FlRE ACCESS 22 N 21 a O� ! _ 2D .V m t9 A o tfi 'n \ r a 1n A A 12 IJ i \ \13 CO 12\\ \O ,asLBT 6C89' 1.73'- I ' BTU E r soa - 4Y r?8+ W- 1,990.E \ NOW OR FORMERLY JERRY P. & PATRICIA WINDHAM TRACT I CALLED 229.26 ACRES VOL 763, PG. 656 a FML COVE 29 53 `�� � (50 R.O/ v. 10.Otl 10' PME C 4' \ \ ) 1 1 y�•�r-\- - 2' BNj}'0 ESMT - \ is - 69.5s SHEET KEY LINE, SYMBOL & HATCH LEGEND - --- EXISTING PROPERTY LINE ------ EXISTING BOUNDARY LINE PROPOSED PROPERTY LINE PROPOSED RIGHT-OF-WAY (R.O.W.) PROPOSED SUBDIA90N BOUNDARY ------ EXISTING EASEMENT (TYPE VARIES) -- P.U.E. - PUBLIC UTILITY EASEMENT - P.A E. - PUBLIC ACCESS EASEMENT -- P.M.E. - PUBUC MAINTENANCE EASEMENT - Pr D.E. - PRIVATE ORNNAGE EASEMENT ---- A.E. - ATMOS EASEMENT B.T.U. - BRYAN TEXAS UTLITES ----- EASEMENT _ ___ B.T.U./FG, - BRYAN TEXAS UTUTIES k FIBER OPTIC EASEMENT SHEET MATCHLINE - . - PROPOSED WATER LINE (SIZE NOTED) PROPOSED SANITARY SEWER (BE - NOTED) --- -- PROPOSED STORM SEWER H.O.A. HOME OWNER'S ASSOCIATION LR. IRON ROD VOL, VOLUME PG. PACE O PARKLAND DEDICATION O OPEN STAGE / DETENTION / DRAINAGE OPRIVATE TRAIL / BTU / FD ACCESS / DRAINAGE O HOA LOT / LANDSCAPE O PRIVATE R.O.W. ® R.O.W. DEDICATION ® GRASS PAVING _ PUBLIC SIDEWALK OR PRIVATE MAIL O1 LOT NUMBER MAM GOODWIN GROUP IRIS RHODES 9UT1 TEXAS AVENUE. STE. 101 U 77802 9) 260-200) OFTICE FOX 9253 GE STATION, TX 77842 379) 764-0704 3 i I I I I I lol 0 BLOCK NUMBER W OA COMMON AREA = (O a AO PARKLAND DEDICATION W c� AMENITY CENTER W/PUBLC PARKING NLLS �B 1a STREET UGHT = I^ A IN FIRE HYDRANT 0 W j ®MN MANHOLE O U CURB INIEi Lu U L W 2 O (] JUNCTION BOX _ Q 1y 30 0 STORM SEWER OUIFALL Room d O 00 N _ F PLAN NOTES: q7t' tn 1. THE PROPOSED 6' SIN ALONG GREEN d IN PRMRIE ROAD IS SHOWN IN THE APPROXIMATE PRAIRIE O OF LOCATION ANTIgROAD UPON FlIS GREENS PRAIRIE ROAD WDENNG, THIS DELINEATION DELNE IS SUBJECT TO CHANGE. L! o Z LLI Y U Nit Lil N R Cm��uEESTAM�Le BE `wNIN5 A DEWWMENT SMVIQs 'R EMINEEITNUDWIION v 15*a i ra».r.'ec+ ,.,I�,.r«cINrr. ANYX DRAWING INFORMATION REVIEWED FOR COMPLIIMCE CTIY OF COLLEGE STATION PLANNING & DEVELOPMENT SERVICES DEVELOPMENT REVIEW DIVISION A JESSE DIMEOLO, STAFF MNNER NO ,bn22D21 DRAWN BY: RA.M. CHECKED BY: C.R. RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 325 - 0766 PP•8 SHEET 8 OF 17 7Qn Ioari ,, I - - IA.Lj- - .s r . _ 1 a ) V�K i 4.60' ( s �� / d, �� \I _� m 5'�ul / 25.43' 6 O / E i15.00' @ ssA i 1'J s �:V Ofi E VAAII ( /S `I O IO �� 11K.00' / O �CO �`.�� e� l II `�. \ I s�>a / � \�"�AVv •T�14 S5`• A z�i. ✓ I /A � AC'v 75 61' 57.28' 77.72' 8 A' esa' 906' NNI n 7.24'1 . o / o 115.00 fi15.00• R O M -- 9 o OR 135.00 135.00' ��� m a \ V ;' �� A \ a i _I m 1 ,� �� �A �a 40 -I� - C r 0 8 r 11�5.00' i 1\ O ✓, ?� \ ( \ �p \ c O 2 0 115.00 - O off'-- J^ m� \ 63.89' 00 u a ffi m �i ,1`'cP �e 1 'd 0� ' 1.26\ \\� IJ / t35.00' n.70' , 1 sa' � � � I � �� �� � s � \ a• I V 11 S I � 1 F! -- J 115.89' w 4 za La t 115.00' mlo b IB f'a�`_ �, 8 \ / \ I �4 d+OD on m O o 0 5 �SSB?' \ / 2.63' j S o a O o Q _ 119.00, -- o m I� \ 'dp• 1 SOS It �. �" ,Nh' J \ 103j n e 135. 0' , POND 13.02' 14.01' •H4' 14.01' q 109.07'CP MD II f CD MR c��PP n OED 23.65' 1z' BTD/F�ESffi� I . I I 1 60' ` 16 �\ 9 ,1 >�� 3 k1y.7, O /.p� �) \ 75.62' > 75. 2 99.58r n `�. - _. . S• ya, f L $ °\ .y>" 50.89' GO !O\ 6 / msue\ \i Js• s �° I J _ _ I R e y 1 -- 12' BTOU/FO ESMT I \ � 'B \ \ \ 9 9p16 4%6p• � IO � \ � -irmi \ q t \ \ �s�p_14.21 �621' \ 37 )5• ' 18.38' '\ _ 62.23' 94.12' 1 �. J L / r� t4 A ,��0 6J32. 1 S2 /Fo ESMr - L �, \ FORD HY 13.09' 80.16' - - 40.28' 40.33' 80.16' QO 5 POEvo349 l b �_ 1i/�� F`9inOs• �' \\� v / ®� CF Sg / CATTAIL COVE 39.90 L- S 3. 97 9 o �23, 20.00' � RIVER 25'- � fWWI \ 14.14� OB N 76.68. (5O' ROW / 1I' B) ass;- 1 m 18 � N r ` \ \ � QJ � �. T ' F' ` \ 2L6J' 20 19 TJ M 6B " 5 - / 7.29' Mf r7 pj 0 IS N Z$ \ °>a O \ O t0 i l ^ 1 ) R 65.88• X\ \\ ^ Ed 47.06, j O a 1 , - �s �7 9.15'� 7Fb' 63.00, - -b7•- _ p' BTu 0 SMi / Imo. \ 409V © / `� / � _ 24.9T - 67.71' ^ ` 15.00' 12' BN%FO Est - c 43'5T28W W - S ' to ^ ^ 1a.46• - ® 113E , ..,\ 13418,.- A e.za s2 9 / �1 � 20.00' �� �i GSA: 10.6r / - - O° / 1253 eo 52.26' x \i ,p' ( 0�� ( ` _50`78' 63.20' 6.933 `.. .,0B 5' RUE �. y0' 10' PRE 3l 777 V A / 8 ro >/ m I .H2. ( e io 22 is I 11 7 O \ \ 5g46'. q�� / p I K' OO I O TO- ENE _ OO 5' RUE ,�i W 33By. 32.26' / �M7 Ifo a /' ® I 130 41 ; 13� - - - 1a' Pw,E 17T10'- 9z2.75' \ \ 13.23' FOXGLOVE COURT - l r n f i� WJ 133.M _(ss' R.aw.-/ 27 a-B) -�- 12.02' 160. ' MENOMINEE V v-j\V l s MENOMONEE N 034'W W�- 2,20�) NOW OR FORMERLY JERRY P. & PATRICIA WINDHAM TRACT 1 CALLED 229.26 ACRES VOL 763, PG. 656 EM mi SHEET KEY LINE, SYMBOL & HATCH LEGEND - ---- EXISTING PROPERTY LINE ------ EXISTING BOUNDARY LINE PROPOSED PROPERTY LINE PROPOSED RIGHT-OF-WAY DOOM) - PROPOSED SUBDIA90N BOUNDARY 0111111111111111111 - EXISTING EASEMENT (TYPE VARIES) PATE, - PUBLIC UTILITY EASEMENT - PAS. - PUBLIC ACCESS EASEMENT -- P.M.E. - PUBLIC MAINTENANCE EASEMENT -- P D.E. - PRIVATE DRAINAGE EASEMENT - A.E. - AMOS EASEMENT B.T.U. - BRYAN TEXAS UTILITIES _ EASEMENT _ _ B.T.U/F.O. - BRYAN TEXAS UTILTIES k FIBER OPTC EASEMENT BEEF MATCHUNE -- •- PROPOSED WATER LINE (SIZE NOTED) PROPOSED SANITARY SEWER (SIZE NOTED) - -• PROPOSED STORM SEWER HI HOME OWNER'S ASSOCIATION R. IRON ROD VOL, VOLUME PG. PACE O PARKLAND DEDICATION O OPEN STAGE / DETENTON / DRAINAGE O PRIVATE TR VA C AIL / B1U / FO ACCESS / IV HOA LOT / LANDSCAPE O PRIVATE R.O.W. ® R.O.W. DEDICATOR ® GRASS PAVING ® PUBLIC SIDEWALK OR PRIVATE MAIL 01 LOT NUMBER OBLOCK NUMBER OA COMMON AREA AO PARKLAND DEDICATION AMENITY CENTER W/PUBUG PARKING �B 1a STREET UGHT 4 FN FIRE HYDRANT OMH MANHOLE CURB INLET (]° JUNGTON BOX 0 STORM SEWER DUSALL On O: Cou[c[ Santx > NING&DEEwmem SE,was ENGINEERING DIVSION uAa' •m..•.dbGM e N't'll W" rowzu REVIEWED FOR COMPLIANCE CITY OF COLLEGE STATION PLANNING IN DEVELOPMENT SERVICES DEVELOPMENT REVIEW DIVISION Ap ]ERSE DIM KUO. STAFF PLANNER Nowmhx2EW1 I11AM GOODWIN GROUP IRIS RHODES DU1H TEXAS AVENUE. STE. 101 U 77802 9) 260-2000 FORT OFFICE BOX 9253 COLLEGE STATION, TX 77842 PH: (979) 764-0704 I I I I I lol z J d a� Z W 5W� _ Lu a W a W cp �Ow N_ NEFF- W O W W N �w o o Q m CIE. FE OGOF,o N _ F W a c d OZN�<W Z OO o Y W UNE W W N IIM 3 FLH LJ DRAWN BY: RA.M. CHECKED BY: C.R. TIME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 325 - 0766 PP•9 SHEET 9 OF 17 COMMON / - E - s \t2' BTU.,.l \ — G y� •D• alb i a o \� 15139/20 \ \ >/ Kw / 5M6/141) N T / 2 o I RHAO/� I \ \�. /-/ %�/ // \ / 12'BTU /R/ / III I O O of 18 O I (15a39/2D �� / 1 5r& _ h 106.80' 112.08' _ _ -- TL F / � V� v� � AREA •6' , � � v v ILA � � � / / _ �_ — _ — — _ e _ — — — / v (1545/141) �(i� ( \ / r. O V A� v // / AREnMOr v - -- - --- - — ♦' '°•o \�rC,v A \ i — > i / / / Oea45/tat) P.A.E. A ,l / L i ��' - - II 44s/1a0 �i? > . A • V 11Il / I // V6p 0.QW - 12 BN/EO E>M� - \ 13500' 99.8112' BTV/FO ESMT V / / II / �/ _ _72 80.03' 84.36' .49 o ED m 3 r \ v �I Etb 13 a ,yam / / 'o. A A V V / �(1 O5aas%l41) 5B -. q J. ' TII 0 ESMT p \ 92.441 _64.31� OA 10. PM CBS �C 4 J� II / 5.62 / 's / 7.50'_ / / goA4'— 0 7� ���\ ( � s' \ q� Fn o o �2a _ �� �1a'Puc UPS tm ED ED m 9.32'J\\ \\\ �1\ j295 /6 �Ds.A`� i \ N 17 N 6 �r i�l / O GO rcg W 26 \ \ \�\ E%ISTN�' \ _ / "- / O tP O / i ca \ 105 �3 a 'uL \ PWGGED-G m \ \ \\ CAPPED WELL �0 / N 16 '- \ J o. a _ _ e' _ a8.84' _-135.00• _ 4.99'-¢ n N. y_ 40.37 74.3s' 79 BSI O V 5' SPLICED ESMT / o i 74.29 _ 196.98' m o O >OA $FEE). {,t \ / \44.74 / / m. fi99 / 118 39 W. m 5? \ e J \ 7 'I 2 — DO 15.20' FI -O 0 / � O - 239 5A'— < -� _ 59 //m2-16s 11�s:o ea' 76. o vg7 pa \ - 0 / iO / \ / g000 �/sXt . l ! /xygW �OE T 1 NED 4 I� �Im 3 �, g \O PM E 13 64 Y.G1S�' Teel / Fo RGw.I z' 8.72 \ J,I 3149" a i \ O 2 \ C__ a ED ( 8777 — _ � 47 0'w• � ^` w\ /59 ,_- 39212_ 47.24' his �- W \m\ _�Qo A ( (D OR / N B 34.27• /� I GII 49.84' 12 / r'� 3 \--—� 1 1 '(32� i g2q V/ 121.56' •� $ � \ /'M- 19.53' DIE E 7.a3 ,35.00 V / _1 22 / ,e ,r''� • 2 \ 122.75' - H I t0 / ?it \ LZ Ay5. ED135.1-JF'\ / IIN IFNIJ.. ILA _ - ^J� \1 �- / - _ - 12' BTU/FO A / W a ESMT JT O UP _ V AAAVA /GO BT / _ ft9W'' O \\\ �\ 70 / / BERTF0 _ �-- 68.1v' A VA � A 165, � � / A I i � 20.00 7e21• 7 / _ I I / POND w / ^ -- / O "� O m GO 243.03' H 60 SMT- _.. 09 / ygg\ 29 35.00• - - - - O 12 66iU/FO ESMT _12' TI 0 EI / 6.26 - / \ r 4-4T39s6x W — 812.20' I NOW OR FORMERLY JERRY P. & PATRICIA WINDHAM I JERRY NOW OR FORMERLY P. & PATRICIA WINDHAM TRACT 1 TRACT 1 CALLED 22926 ACRES CALLED 300.0 ACRES VOL. 763. PG, 656 LINE, SYMBOL & HATCH LEGEND ------- EXISTING PROPERTY LINE --- EXISTING BOUNDARY LINE PROPOSED PROPERTY UNE — PROPOSED RIGHT-OF-WAY (R.O.W.) PROPOSED SUBDIA90N BOUNDARY -- EXISTING EASEMENT (TYPE VARIES) -- - P.U.E. - PUBLIC UTILITY EASEMENT - P.A.E. - PUBLIC ACCESS EASEMENT - - - P.M.E. - PUBLIC MAINTENANCE EASEMENT -- POE. - PRIVATE DRAINAGE EASEMENT - A E - AMOS EASEMENT B.T.U. - BRYAN TEXAS UTILITIES EASEMENT B.EU/rG, - BRYAN TEXAS UTUTIES k FIBER OPTIC EASEMENT SHEET MATCHUNE -- •- PROPOSED WATER LINE (SIZE NOTED) PROPOSED SANITARY SEWER (SIZE NOTED) ----•- PROPOSED STORM SEWER H.O.A. HOME OWNER'S ASSOCIATION I.R. IRON ROD VOL. VOLUME PO PAGE PARKLAND DEDICATION O OPEN SPACE / DETEN➢ON / DRAINAGE O PRIVATE AGRAIL / BTU / ED ACCESSDRAIN/ HOA LOT / LANDSCAPE ® PRIVATE R.O.W. ® R.O.W. DEDICATION ® GRASS PAVING _ PUBLIC SIDEWALK OR PRIVATE TRAIL 01 LOT NUMBER 10 BLOCK NUMBER OA COMMON AREA AO PARKLAND DEDICATION AMENITY CENTER w/PUBUG PARKING B� UP STREET LIGHT A FN FIRE HYDRANT ®MH MANHOLE CURB INIEi (] JUNCTION BOX 0 STORM SEWER OUIPALL RCLIN OF mexeoOOuGosrt ON LLEGE PLANNING & DEVELOPMENT SERVE Qe ENGINEERING DIVIECHN VAIqm mmERIEGM11 r09/2a21 `m•X` 11 REVIEWED FOR COMPLIANCE CrTY OF COLLEGE STATION Purvrvws & DEVELOPMENT SERVICES DEVELOPMENT REVIEW DIVISION Ap JESSE DIMEDLO, STAFF PLANNER Nowmb"2.=1 JHAM GOODWIN GROUP IRIS RHODES DUTH TEXAS AVENUE. STE. 101 TX 77802 9) 260-2000 P051 OFFICE BOX 9253 COLLEGE STATION, TX 77842 PH: (979) 764-0704 J IL Q T Z 5— W_ > J Lu W LO ¢ cp O N _ W O usN W Iwo CC WV � CIE. 0N YF WFEE d OZN�<W ZY W UNE W W N IIM 3 FL1 LJ DRAWN BY: RA.M. CHECKED BY: C.R. RME CONSULTING ENGINEERS CLENT NO. PROJECT NO. 325 - 0766 PP•10 SHEET 10 OF 17 PRAIRIE GREENS CGc CNO 1V, LLC c/o OLOHAM GODES GROUP CHRIS RHODES 2800 , U 7 802 AVENUE. SIE. WI BRVAN. T% 260-2 PM (: 260-2000 EMNL: cnnvxodMEIYa6am 000+oadwhMMIrn /�_' G¢�n1�Fl�_OyllFwws POST OFACE BOX 9253 COLLEGE STATION, l A842 PH: (9J9) 764-0]04 EMNL: <iviKhrregnineecrom TEXAS FIRM REGISIRATION No. F-4695 10 Reewweo FOR Conrtuna Emoreoi.OPMENTSEp"'DE5 ENGINEIRINGMYSION A.'�yOEu]y `"`""°�`lwao21M�`"""`" REVIEWED FOR COMPLIANCE CITY OF COLLEGE STATION PLANNING & DEVELOPMENT SERVICES DEVELOPMENT REVIEW DIVISION ]ESSE DIMEOLO, STAFF PLANNER NMRrMr2.2re1 N W mi `a r W a O mi ui (p a W� Mmmmm N_ MW c aj� ii W 3 'o W U W N iwo y _ Q o SO ao„m,o N 1- W a c Z N7 < w O Z w Y Z LLJOO o W'UN� v, 3 DRAWING INFORMATION FILENAME: 0717PPlA CALE: N/A SUBMITTED DATE: 9/25121 0/18/21 DRAWN Br: RA.M. CHECKED Bv: C.R. RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 325 - 0766 SHEET OF 17 mm�oma mm�© DOC�� • oo�v� oo�v om�v� LOT AREA TABLE SECTION PHASE BLOCK LOT AREA 80,FT. ,� 204 BLDO(26 ,4 832D BLOC% 20 8 t0,J81 ] 8,954 6 8,398 5 8.49] CgANgI AREA 'A" 2.J22 'B' 3,J80 'C° 3,494 °D° 2,440 E. 2.42) "C 3.239 "G' 3,951 THREE SOI BLOIX 5) 1 B,J02 2 6,62t J 6,612 4 6.612 5 6,631 6 J,2fi4 ] B 503 8 6,)81 9 ).5,9 10 ],6I4 11 6,515 12 6,534 1} BLESS 14 ],090 t5 ).09) 16 6,S1J 1] 6,698 18 ].658 19 9,396 2D 1,,099 2t 6.612 22 6,612 23 8,612 24 8,6}2 25 11,235 26 ,0,02J 2) 6,612 28 6.932 29 6,612 30 ],208 COMNON ARFA 'A° 09,41} °B° 41,039 °C° 935 °D° ]2,544 fWR 401B BLOq( 22 1 2,,894 2 21,962 3 21,9)8 4 21,913 5 21,86) 6 21,949 ] 21,808 8 21,84fi 9 21,88] 10 21,863 it 21,8]0 t2 24896 CANNON NtFA 'A" t4348 'B' S,BB 'C" 2,624 'D" 318,980 PWR 402 BLODK 21 3 9,338 4 9,228 5 9,344 6 9,209 J 9,328 8 9,238 9 9,430 ,O 9,595 „ 9,]00 12 9,665 13 9,]61 14 9,462 15 9.39) 16 9,062 1] 9.062 18 9,062 19 8699 BLAIX 24 1 9,}I} 2 10,11J 3 10,328 4 ,D.244 5 t0.J28 6 10,261 ] 1D,2so 8 10}}I 9 t0,iJ8 10 t0.i62 ,1 9,619 12 9.511 13 9,511 14 9,39) 15 9.646 16 9,410 1] 11,016 18 9,04] 19 B,J2] BLAIX 25 1 9,Bfi] 2 10,09} 3 10,144 COMNON ARFA 'A" 14,2fi8 'B' 2,644 'C' 8,54t 'D' 8],406 FWR 40S BLOIX 28 1 9,40] 2 9,45, 3 9,451 4 9.446 5 10.323 6 m,n9 BLAtl( 2] 1 ].466 2 8595 • m� m� m�o�oma ®0�0 ®ono ---mom • mm�om� m • mom m LOT AREA TABLE BECTON PHASE BLOCK LOT AREA 80.FT. 4 ),192 5 ]J92 6 ],192 J J}09 8 J,522 C011MON AREA "A' 20,892 9% ]03 BLOCI( 55 I 8,134 2 J,40] 3 J,40] 4 J,40] 5 J,40J 6 J,IOJ ] 6,989 8 6,902 9 8.4]8 BLOB( 56 I 8,6]2 2 B}96 } 8,39fi 4 8,189 5 6,909 6 6,900 ] 6,900 8 6,613 CON110N AREA "A' 19,9)8 EIC41T 801 Cp-ON AREA "A' 9583 STREET CURB GAS BTU TRANSFORMER� 1 J PAD T w i __________ .I __________ 3 E -1 iy i E 3 �I I I II I I ICE I I I - PAD - I IYI I - PAD - I I I I I 1 I I I I PLAN VIEW 20' - 30' COMMON AREA ICU FE9[FHTN LOT flFEDFXTAL LOi � 3 r -13 Q I IIII Ed PROPOSED_ GRADE 1O-0" PUBLIC MNNTE VARIES 5'-6" (TOP) SANITARY SEWER MANHOLE (WHERE APPLICABLE — LOCATION VARIES) BTU CROSS-SECTION- N.T.S. 24" LAYDOWN GUTTER MONOLITHIC (BOTH SIDES) d 3.00 \ 6" THICK CHEMICALLY I I STABILIZED SUBGRADE I I I AI = T 3 I o I I I a I I I I - HOUSE - I I I E I I I �I E I I L I I \ I \ \ WI \ ¢I of r — I I I 0 BE THICK CONCRETE PAVEMENT LOT LAYOUT & GRADING NOTES: L AS "RS" ZONING DOES NOT REWIRE FRONT, REAR, OR SIDE LOT SETBACKS, THE PROPOSED HOMES SHALL BE PLACED SUCH AS TO ACCOMMODATE A DRIVEWAY DEEP ENOUGH TO ACCOMMODATE A 9'x 20' DEEP PARKING SPACE OUTSIDE OF TIE GARAGE WIFOUT ENCROACHING' WITHIN TIE RIGHT-OF-WAY. 2. ALL OFF-STREET PARKING REWIRED PER DKL_MG UNIT MUST BE 9'x 20' (W x D). GARAGE THAT MEET TIE MINIMUM DIMENSIONAL STANDARDS MAY BE COUNTED TOWARD TEE PARKING REQUIREMENTS. 3, LOTS SHALL BE GRADED SUCH AS TO PROVIDE POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS AND IN SUCH A MANNER TO AVOID DRAINING VETO ADJACENT DEVELOPABLE LOTS. INDIVIDUAL LOT DRAINAGE WILL BE COORDINATED WITH TIE GENERAL STORM DRAINAGE ROUTNG FOR EACH DRAINAGE AREA. A DETAILED GRADING PLAN WILL BE PROVIDED WTI THE CONSTRUCTION DOCUMENTS FOR EACH PHASE AS IT IS DEVELOPED. 4. DRIVEWAY WOMS MAY VARY. EACH DWEWNG WLL HAW A COMBINED DRIVEWAY AND GARAGE LENGTH SUCH AS TO PROVIDE ONE GARAGE PARKING SPACE AND ONE DRIVEWAY PARKING SPACE BETWEEN THE DW£WNG AND WE RIGHT-OF-WAY. 19' 6" SECTION A -A LOCAL STREET SECTION N.T.S. IS A LOT HIGN-POINT US (LOCATION VARIES) 10' 0" PUBLIC MAINT 5' 0" NOTES STORM SEWER (WHERE APPUCABLE - SIZE & L REFER To LOT GRADING AND LAYOUT NOTES (ills SHEET). C3 LOCATION VARIES) 2, SIDEWALK PROPOSED ON ONE SIDE OF TEE STREET ONLY. WATER LINE (WERE 3. STORM SEWER LOCAT N VARIES. ROPER TO PLAN FOR ACTUAL APPLICABLE) LOCATIONS. 4 A PUBLIC MAINTENANCE EASEMENT WILL BE PROWDED WITHIN LOTS ON THE WATER ONE SIDE 5. A PUBLIC UTILITY EASE SENT WILL BE PROVIDED ATHIN THE LOTS ON \ THE SANITARY SEWER I IDS (AS REQUIRED). THE EXACT DIMENSION OF THE EASEMENT IS DEPU DENT UPON THE SANITARY KKR DEPTH WHICH WILL BE DETERMINED ARING FINAL DESIGN. THE CORRESPONDING EASEMENT WIDTH WILL B ESTABLISHED DURING FINAL DESIGNSEEN TYPICAL MINOR COLLECTOR PLAN MEW 15•�" N.T.S. a I I rvnME I TYPICAL ELECTRICAL SECONDARY SERVICE LINES m i ,4` ' Y: FE9CENPAI l0i ~ / ~ PROPOSED MANHOLE I'; y�. I DRAIN GRAIN (LOCATED NEAR PA 20' - .30' CORNER) .r.{, SO' RIGHT-OF-WAY :°'0 tLOMMON AREA (DEPTH VuaES) 4-A FAIN IT9BNTOEMIT.I' 10' P.M.E. - HOUSEORaIN tl Z]' B-B FIE oSTREET ' 11 o w FEE — T TO 1 w� i PROPOSED WATER U NE rc PROPOSED Y SANITARY SEWER 1 MAIN SEA QI PROPOSED N E STORM SEWER II •- r (MIN) 9 I DRAIN o o DRAIN fftn_j_ IN IN PLAN NEW LOCATION OF ALL SIGNAGE (STOP SIGNS, TRAIL CROSSINGS, TIED) SIGNS & NO PARKING SIGNS) TYPICAL MINOR COLLECTOR CROSS-SECTION ALONG WITH STREET AND PARK LIGHTING WILLBE N.T.S. DETERMINED AT FINAL PLAT I T AUDI 1flAHL LURE Lv ' i I 5 T� 3 is BRAZOS COUNTY CROSS SECTION — 80' ROW SO SEE CONCEPTUAL FUTURE MINOR ARTERIAL AT ARRINGTON ROAD N.T.S. I NOTE W b ' 20' P XE. WHERE TURN LANE REWIRED m OTHERWISE, TIE P.A.E. ALL BE 12.5. Y 15 FILE. MM AREA / \ RMUDENTAL LOTCDIAON AREA / \ 1z \\ I I // Dun 3i ESLT�__I r___________- AGE SO I 1 � I IS MAIN F5 Ed CONCEPTUAL LOT SECTION N.T.S. 1 I 6' IY 125 GO PE EEG s N CITY OF COLLEGE STATION CROSS SECTION — 80' ROW �•1�«a��R�m��:����►��•�:�T:i�a:gym NTS. 3' 1 1 1 IHAM GOODWIN GROUP IRIS RHODES DUTH TEXAS AVENUE. SUE. 101 ix 77802 9) 260-2000 OFFICE BOX 9253 FAR STATION, IX 77842 979) 764-0704 0 W N //J Imm LLI / n a cp �Ow N = u.EreN roNCNN..E.Na 0 W j Cm OF COLOSSI STATION Q E<EE ENGINEERING W RED aL"a � = Qom . � ,.... 11roWzazl a 0 GO o aNE Q _ F W ' Inn OZ INS) a GO AT ATO Z U U ui .0 -I W u 1 W W N 125 IT 6' AL LANE TRAIL LANE 11E LAN _ ' R 3 1 v REVIEWED FOR COMPLIANCE Cm of COLLEGE STATION PLANNING & DEVELOPMENT SERVICES DEVELOPMENT REVIEW DIVISION /:p JESSE DIME-0LO, STAFF PLANNER Nowmb"27%1 SCALE: N.T.S. SUBMITTED DATE: 9/25/21 10/18/21 DRAWN BY: RA.M. CHECKED BY: C.R. RME CONSULTING ENGINEERS CUENT NO. PROJECT NO. 325 - 0766 PP•12 SHEET 1 2 OF 17 I I \ \ -- IN ANTHONY THOMASWILLMM STEVERMATTHEW & MATi kroVELYN TRESMER & Now OR FORMERLY _ NOW FORMERLY REBECCA LYNN FIELDING MEDLOCK JENNIFER MARIE & ANNE V. TRACT 6,31 1 TRAGT 6.7 1 MEDLOCK 1 STEELE I I CALLED 3568 ACRES I MID 145 ACRES I TRACT 6.5 1 TRACT &2 1 1 VOL. 1496q PG. 51 I VOL. 61 PG. 656 I M LED21 46PG. ACRES CALLED 15 ACRES VOL. 582, PG. 662 ME I �So _ NOW OR FORMERLY Now OR FORMERLY JAMES R. DORIS SAUNDERS JAMES WILLARD JR. & TRACT 7 KARLA J. STABLER CRAIG CALIED 9,917 ACRES TRACT 6 VOL 14092, PG. 49 CALLED 8.019 ACRES FA iFAor I. ONE (�lili III III T NOW OR FORMERLY JERRY P. & PATRICIA WINDHAM TRACT I CALLED 229.26 ACRES SOL. 763, PG. 656 NOW CA FORMERLY JERRY P. & PATRICK WINDHAM TRACT I CALLED 300.0 ACRES U LINE LEGEND ------- EXISTING PROPERTY LINE --- EXISTING BOUNDARY ONE PROPOSED PROPERTY ONE PROPOSED RIGHT-OF-WAY (R.O.WJ PROPOSED SUBDIM90M BOUNDARY BLOCK IENGTH DEUNEAIION CUL-DE-SAC LENGTH DELI PLAN NOTES: 1, BLOCK LENGTHS ARE MEASURED FROM RIGJIT-OF-WAY TO RIGHT-OF-WAY. 2, CUL-DE-SAC LENGTHS ARE MEASURED ALONG THE CENTERLINE. F w.I11 v01E� �Drv�on.m aw.mrcu1P E9 STAm CM REVIEWED FOR COMPLIANCE CITY OF COLLEGE STATION PLANNING & DEVELOPMENT SERVICES DEVELOPMENT REVIEW DIVISION Apx� JESSE DIMEOLO, STAFF PLANNER Na"mb"2.OAl UGHAM GOODWIN GROUP CHRIs RHODES SOUTH TEXAS AVENUE, SI. 401 , TX 77802 379) 260-2000 OFFICE BOX 9253 GE STATION, TX 77842 379) 764-0704 W C> W (n _ W C)� �w U L UJ 'L C, LL�!N_ ,*oOi 0 Z M a wu o OVo Y W UN W N V FILENAME: 0717PP2A I SCALE: (SCALE: =20. DRAWN BY: R.A.M. CHECKED BY: C.R. RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 325 — 0766 PPm13 SHEEP 1 3 OF 17 a I I I I 1 I I 1 I I \ 1 / NOW OR FORMERLY NOW CR PoRYERLY ANTHDNY NOW OR FORMERLY i NOW OR FORMERLY MATE k EVELYN TRESMER & WILLWM STUN NOW OR FORMERLv THOMAS MATTHEW / JNAES R. R FOR ERLY SAUNDERS REBECCA LYNN FIELDING MEDLOCK JENNIFER MARIE & ANNE V. JAMES WILLARD & — TRACT 7 TRACT 6,31 TRACT 6.7 1 MEDLOCK 1 STEELE I I KARLA J. STABLER JR. CRAIG — / CALLED 9.917 ACRES CALLED 3568 ACRES I CALLED 145 ACRES I TRACT 6.5 1 TRACT &2 1 1 TRACT 6 VOL 14092, PG. 49 VOL. 14960, PG. 51 VOL 61 IS. 656 CALLED 1 46 ACRES CALLED 15 ACRES CALLED 8.019 ACRES VOL. 7239, PG. 22 I SOL. 582, PG. 662I I NOW OR FORMERLY JERRY P. & PATRICIA WINDHAM TRACT I CALLED 229.26 ACRES SOL. 763, PG. 656 \ S J S ) \ AS 9 S% A rG 9" `RNE5 �Vlc"M1P4 �� // o�,.p� ♦'°cam �. AS Cd�1 ,1 NOW CH FORMERLY JERRY P. & PATRICK WINDHAM TRACT I CALLED 300.0 ACRES x O 200 400 scwc I LINE LEGEND I ------- EXISTING PROPERTY LINE --- EXISTING BOUNDARY LINE PROPOSED PROPERTY LINE PROPOSED RIGl-T-OF-WAY (R.O.WJ PROPOSED SUBDIM90M BOUNDARY 'NO" PARKING ZONE • FIRE HYDRANT LOCATION I. "NO PARKING° ZONES SHALL BE DENOTED BY PLACEMENT OF SIGNAGE AT 200' SPACING ALONG THE ROADWAY WITH APPROXIMATE DIRECTONAL ARROWS INDICATING AREAS OF NO PARKING. 2. PARKING RESIRIC➢DNS WILL BE ESTABLISHED BY CITY ORDINANCE FOR CITY OF COLLEGE STATION ENFORCEMENT. REVIEWED FORIONNINIANCE CITY OF FOLIAGE STATION PLANNINGDEV N saxaox vAIIIII, 11AXIMS1 REVIEWED FOR COMPLIANCE CITY OF COLLEGE STATION PLANNING & DEVELOPMENT SERVICES EDApx� JESSEDIMEOLO, STAFF PLANNER Nowmhx 2. a9HAM GOODWIN GROUP CHRIs RHODES SIXTH TEXAS AVENUE, STE. 401 , IS 77802 379) 260-2000 OFFICE BOX 9253 OE STATION, TO 77842 379) 764-0704 a W co W o y I = W a "off .-w U Lu uj N cn � aOm�o N_ LLS i5i 0 Z M a Z O V o Y W UN W N FILENAME: 0717PP2A SCALE: 1'-200' SUBMITTED DATE: 9/25/21 10/16/21 DRAWN BY: R.A.M. CHECKED BY: C.R. RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 325 - 0766 MEN SHEET 1 4 OF 17 GREENS PRAIRIE RESERVE GREENS PRAIRIE RESERVE GENERAL NOTES: L ACCORDING TO DENA FLOOD INSURANCE RAM MAPS FOR BRAZOS COUNTY, TEXAS, MAP NUMBER 4801 NO PART OF THIS TRACT IS LOCATED IN ME 100-YEAR FLOW HAZARD AREA. 2, BASIS_QLREARIINGC ME COORDINATE AND BEARING SYSTEM SHOWN HEREON ARE FAD 83 (TEXAS STATE PLANE, CENTRAL ZONE No. 4203 GRID NORM). DISTANCES SHOWN HEREON ARE SURFACE, AND MAY BE BROUGHT TO GRID BY MULTIPLYING BY A SCALE FACTOR (0999913918). 3. EXISTING TOPOGRAPHY PRONGED IS BASED ON CONTOURS DERIVED FROM A COMBINATION OF EIMER (1) LEAR DATA COLLECTION PERFORMED BY AERIAL CARTOGRAPHICS OF AMERICA, INC., (2) PROPOSED GRADING & DRAINAGE DESIGN PREPARED BY KIMLEY-HORN FOR PHASE 101 & 102, OR (3) AN ON -THE -GROUND SURVEY PROVIDED BY McCLURE & BROWNE ENGINEERING/SURVEYING, INC. 4 ME BASIS OF ME ELEVATIONS PUBLISHED VALUES FOR CITY OF COLLEGE STADON CPS MONUMENT NUMBERS IM, 137, IdE, 5. ALL PROPERTY CORNERS ARE MONUMENTED BY A" IRON RODS UNLESS ONERWSE NOTED. 6, ME BOUNDARY DATA ILLUSTRATED IS BASED ON A SURVEY PREPARED BY KERR SURVEYING, LLC. 7. ME MAJORITY OF THE EXISTING SIZE IS CURRENTLY UTILIZED FOR AGRICULTURAL USES WIN THE EXCEPTION OF SECTION ONE, PHASE 101 & 102. & ME SITE IS CURRENTLY ZONED RESTRICTED SUBURBAN (RS). UNLESS OTHERMSE NOTED, ALL ADJACENT PROPERTY IS ZONED RURAL M). ME NANTUCKET SUBDIVISION LOCATED ACROSS ARRINGTON ROAD FROM ME SUBJECT TRACT IS OUTSIDE ME CITY OF COLLEGE STA➢ON CITY UNITS; THEREFORE IT HAS NO ZONING, 9. ALL PHASES SHALL BE DEVELOPED AS SINGLE FAMILY RESIDENTIAL DEVELOPMENT IN ACCORDANCE WN STANDARDS FOR "RS" ZONING CLUSTER DEVELOPMENT ESTABLISHED PER SECTION 12 OF THE CURRENT COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE (UDOL THERE ARE NO MINIMUM LOT WDM OR DEPTH REQUIREMENTS WTHIN A CLUSTER DEVELOPMENT. ME MINIMUM SETBACK STANDARDS OF 'RS" RESTRICTED SUBURBAN SHALL APPLY ALONG ME PERIMETER OF ME DEVELOPMENT, UNLESS THE PROPERTY IS SEPARATED BY AT LEAST A 20' CODE COMMON AREA (EMAIL - ALAINA HELTON - 8/7/18). ALL DETACHED STRUCTURES WTHIN A CLUSTER DEVELOPMENT MUST BE SEPARATED BY TEN (10) FEET. A SUMMARY OF ME REQUIRED CRITERIA IS USED BELOW. a. AVERAGE LOT SIZE = 8,000 SQUARE FEET b. MINIMUM LOT SIZE = 6,500 SQUARE FEET c. MAXIMUM DENSITY = 4 UNITS/ACRE M DIMENSIONS SHOWN INTERIOR TO ME LOT, ALONG CURVES, ME ARC LENGTHS. 11. BLOCK LENGTHS ARE AS SHOWN ON ME BLOCK LENGTH EXHIBIT SHEET PP-13. 12. ALL PROPOSED RIGHTS OF WAY WILL BE SY CODE UNLESS ONERWSE NOTED ON THE PLAN. 13, PARKLAND DEDICATED TO ME CITY WILL BE OWNED BY ME CITY OF COLLEGE STATION. MUL➢-USE PATHWAYS, VEGETATION, LIGHTING AND OTHER ANCILLARY APPURTENANCES WILL BE MAINTAINED BY THE HOME OWNERS' ASSOCIATION (HOA). THROUGH DEDICATION, ACCESS FOR ME GENERAL PUBLIC TO ME PARKLAND SYSTEM WILL BE ALLOWED. DEDICATION IS TO OCCUR BY SECTION AS OUTLINED ON ME PARKLAND DEDICATION/PHASING SUMMARY 14, PRIVATE COMMON AREA IMPROVEMENTS SUCH AS TRAILS, LIGHTING, AND OTHER AMENITY FACILITIES WILL BE OWNED AND MAINTAINED BY THE HOA. THESE AREAS WILL BE RESTRICTED FOR USE ONLY BY HOMEOWNERS, RESIDENTS AND THEIR ACCOMPANIED GUESTS UNLESS OTHERWISE NOTED. THESE AREAS ARE NOT ELIGIBLE FOR RESIDENTIAL -USE PURPOSES. NONE OF ME COMMON AREAS ARE WHOLLY ENCUMBERED BY PUBLIC OR PRIVATE EASEMENTS. 15. COMMON AREAS WHICH ARE DETERMINED TO BE AVAILABLE FOR PUBLIC USE WLL REWIRE PLACEMENT OF A PUBLIC ACCESS EASEMENT AT ME THE OF FlNAL PLATING TO ALLOW ACCESS. AS APPLICABLE, ALL PRIVATE IMPROVEMENTS LOCATED WTHIN A PUBLIC RIGHT OF WAY WILL REQUIRE A PRIVATE IMPROVEMENT PERMIT (PIP) AND WILL BE OWNED, OPERATED, AND MAINTAINED BY WE HOME OWNERS' ASSOCIATION. 16. NONE OWNERS' ASSOCIATION INFRASTRUCTURE, ACTIVITIES, AND RESPONSIBILITIES WILL BE OUMNED IN THE COVENANTS, CONDITIONS, AND RESTRICTIONS (CCRR) OF ME SUBDIVISION. 17. AS APPLICABLE, PRIVATE IMPROVEMENTS WINCH ARE LOCATED WHIN NE PUBLIC RIGHTS OF WAY WILL REQUIRE A PRIVATE IMPROVEMENT PERMIT (PIP) AND WILL BE OWNED, OPERATED, AND MAWTANED BY NE HO& ITS, AREAS WICH ARE TO REMAIN AS PRESERVATION AREAS (MEANING THEY MAY REMAIN IN A NATURAL VEGETATIVE STATE AND MAY NOT BE MOWED AND MANICURED ON A REGULAR BASIS) ARE DENOTED ON SHEET PP-16. THESE AREAS ARE SUBJECT TO MODIFICATION AT FINAL PLATTING. M STREET LIGHTS WILL BE REQUIRED AND INSTALLED IN ACCORDANCE WIN THE CITY OF COLLEGE STATION SUBDIVISION REGUTATONS, SECTION 83R. 20, ALL PROPOSED IMPROVEMENTS (INCLUDING PONDS. TRAILS, SIDEWALKS, UTILITIES, ETC) ILLUSTRATED ON THESE PLANS ARE PRELIMINARY IN NATURE AND ARE SUBJECT TO FINAL DESIGN MODIFICATIONS WTH FINAL DESIGN AND PLATTING. 21. MAIL SERVICE RILL BE ACCOMMODATED BY CLUSTER MAILBOXES LOCATED NROUGHWT ME DEVELOPMENT. PRELIMINARY LOCATIONS OF SUCH ARE ILLUSTRATED ON PHASING PLAN, SHEET PP-15; HONEV£R, FINAL LOCATIONS WILL BE COORDINATED AS DEVELOPMENT OCCURS WTH THE UNITED STATES POSTAL SERVICE (USES) AND THE CITY OF COLLEGE STATION AS APPROPRIATE. 22, AREAS DENOTED AS 'PRIVATE MAIL/BTU ACCESS" SHALL ALSO ALLOW FOR PLACEMENT OF PUBLIC WATER AND SANITARY SEWER (WHERE RUE IS DESIGNATED) AND PRIVATE DRAINAGE INFRASTRUCTURE (INCLUDING ACCESS FOR MAINTENANCE THEREOF) AND ACCESS FOR BID/FIBER OPTIC TELECOMMUNICATIONS PROVIDERS FOR THE PURPOSES OF INSTALLING LATERAL SERVICES AND ACCESS TO AND MAINTENANCE OF THEIR INFRASTRUCTURE PLACED WTHIN ME BTU/FO EASEMENTS. 23. ALL LOTS SHALL BE GRADED SUCH AS TO PROVIDE POSIDVE DRAINAGE AWAY FROM ALL BUILDINGS. INDIVIDUAL LOT DRAINAGE WILL BE COORDINATED WTH ME GENERAL STORM DRAINAGE ROUTING FOR ME AREA. LOT GRADING SHALL BE PROVIDED SUCH AS TO AVOID DRAINING ONTO ADJACENT DEVELOPABLE LOTS OR PROPERTY. A DETAILED GRADING PLAN WILL BE PROVIDED WN ME CONSMUCTON COMMENTS FOR EACH PHASE AS IT IS DEVELOPED. 24. ADA WHEELCHAIR RAMPS (LOCATION AND TYPE) AND APPROPRIATE SIGNAM FOR MOTORISTS AND PEDESTRIANS AT INTERNAL TRAILS AND SIDEWALKS WILL BE DETERMINED AT FINAL PLAT. 25, MERE PRIVATE BAIL/BM ACCESS EASEMENT AREAS ARE LESS THAT THIRTY-FIVE (35) FEET IN WDN AND ARE LONGER MAN THREE HUNDRED (SUCH FEET, TRANSPARENT PENDING S REWIRED ON ONE COMMON SIDE OF ME REAR PROPERTY LINES. 26. FOR SAFETY PURPOSES, SIGNAGE WILL BE PLACED ALONG ME TRAIL SYSTEM TO ALERT MOTORISTS AND BAIL USERS OF CROSSINGS. 27, ALL COMMON OPEN SPACE SHALL BE RESERVED FOR PASSIVE OPEN SPACE AND ANCILLARY RECREATIONAL AMENITIES NO DEVELOPMENT WILL OCCUR WTHIN THESE AREAS UNLESS ONERWSE APPROVED BY CITY OF COLLEGE BATCH. DESIGN OF OPEN SPACES TO BE FINALIZED AT FlNAL PLAT. 28, ALL AREAS DESIGNATED AS "PARKLAND DEDICATION" ME PROPOSED TO BE NEIGHBORHOOD AND COMMUNITY PARKLAND AND THE CONSBUCTON IN LIEU OF FEE PROVISION WILL BE EXERCISED TO THE EXTENT POSSIBLE. 29. PARKING IS TO BE RESTRICTED TO ONE SIDE OF THE LOCAL ROADWAYS IN MOST PLACES FOR SAFETY PURPOSES, PARKING HAS BEEN RESTRICTED ON BON SLOES OF ME MINN COLLECTORS AND PLACES OF HIGH HAZARD ON LOCAL STREETS. REFER TO PP-14 FOR AN ILLUSTRATION OF ME RESTRICTIONS. SIGNAGE WILL BE PLACED TO INDICATE WHERE NO PARKING IS ALLOWED. PARKING RESTRICTIONS RILL FORMER BE ESTABLISHED BY ORDINANCE AND COMPLIANCE WILL BE ENFORCEABLE BY ME CITY OF COLLEGE STATION. 30. ALL OFF STREET PARKING REQUIRED PER DWELLING UNIT MUST BE V X 20' (W X D). GARAGES MAT MEET THE MINIMUM DIMENSIONAL STANDARDS MAY BE COUNTED TOWARDS PARKING REQUIREMENTS. 3L PUBLIC PARKING MILL BE PROVIDED WN NE AMENITY CENTER TO SERVE NE LINEAR PARKLAND ALONG DIAMONDBACK DRIVE. 32, ME SUBJECT PROPERTY IS COVERED BY A TEMPORARY BLANKET UTILITY EASEMENT (VOLUME 14886, PACE 173), A TEMPORARY EASEMENT (VOLUME 16967, PACE 212) IS LOCATED AT THE INTERSECTION OF GREENS PRAIRIE ROAD WEST AND DIAMONDBACK DRIVE. I. ME SITE IS TO RECEIVE WATER AND SANITARY SEWER SERVICES FROM CITY OF COLLEGE STATION. 2. WATER AND SANITARY SEWER SHOWN ON ME PRELIMINARY PLAN ARE SHOWN FOR REFERENCE ONLY AND ARE SUBJECT TO CHANGE. A MASTER HYDRAULIC ANALYSIS FOR EACH SYSTEM WILL BE PROVIDED AT ME FINAL STATES OF PLATTING FOR EACH PHASE WHICH WLL DETERMINE RESPECTIVE LINE SRE(SL 3. ME PUBLIC WATER AND SANITARY SEWER WILL BE OWNED, OPERATED, AND MAINTAINED BY ME CITY OF COLLEGE STATION UPON ACCEPTANCE OF SUCH, 4 WHERE WATERLINE IS PROPOSED ADJACENT TO A LOT, A TO' PUBLIC MAINTENANCE EASEMENT (PME) SHALL BE PROVIDED AND WATERLINE SHALL BE INSTALLED V INSIDE OF ME RIGHT OF WAY TO PROVIDE 1V MINIMUM CLEARANCE BETWEEN ME WATERLINE AND ME PROPOSED RESIDENTIAL STRUCTURE. WHERE SANITARY SEWER IS PROPOSED ADJACENT TO A LOT, A PUBLIC UTILITY EASEMENT (RUE) SHALL BE PROVIDED AT A WON CORRESPONDING TO ME DEPTH OF ME SANITARY SEWER LINE SUCH AS TO PROVIDE ADEQUATE CLEARANCE FROM ME SANITARY SEWER ONE TO THE PROPOSED RESIDENTIAL STRUCTURE. ME EXACT WDN ASSOCIATED WITH THE SANITARY SEWER LINE WLL BE DETERMINED AT FINAL DESIGN. I. ME STORM DRAINAGE SYSTEM IS SHOWN ON ME PRELIMINARY PLAN FOR REFERENCE ONLY AND IS SUBJECT TO CHANGE. A MASTER HYDRAULIC ANALYSIS WILL BE PROVIDED AT ME FINAL STAGES OF PLATTING FOR EACH PHASE WHICH WILL DETERMINE RESPECTIVE LINE SIZE(S). 2. ME DETENTION SYSTEMS SHOWN ON THE PRELIMINARY PLAN ARE FOR REFERENCE ONLY AND ARE SUBJECT TD CHANGE. A MASTER HYDRAULIC ANALYSIS WILL BE PROVIDED AT THE FINAL STAGES OF PLATTING FOR EACH PHASE TO CONFIRM POND SIZING AND PROPOSED RELEASE RATES WHICH WLL RESTRICT RELEASE RATES TO PRE -DEVELOPED CONDITIONS. 3. STORM WATER RUNOFF WILL BE CAPTURED AND CONVEYED BY SWALES AND UNDERGROUND STORM SEWER SYSTEMS TO PROPOSED DETENTION FACILITIES ONSIM. THE DETENTION PONDS WILL BE DESIGNED AND CONSTRUCTED SUCH AS TO CONTROL ME PEAK RUNOFF DISCHARGE TO PRE -DEVELOPED FLOW RATES PER ME REQUIREMENTS OF THE LATEST B/CS UNIFIED DEVELOPMENT GUIDELINES, STANDARDS, AND SPECIFICATIONS UNLESS OTHERWISE INDICATED BY WAY OF A VARIANCE. 4 PORTIONS OF ME UNDERGROUND STORM SEWER SYSTEM (WTHIN PUBLIC RIGHT-OF-WAY OR PUEO) WILL BE OWNED, OPERATED AND MAINTAINED BY ME CITY OF COLLEGE STATION UPON ACCEPTANCE OF SUCH. 5. PRIVATE DRAINAGE SWALES, DETENTION FACIUTES, AND STORM SEWER BEYOND ME LIMITS OF ME RIGHT OF WAY WILL BE MAINTAINED BY ME SUBDIVISION'S HOA. WHERE APPLICABLE, STORM SEWER JUNCTON BOXES (OR OTHER STRUCTURES) SHALL BE PLACED AT THE RIGHT OF WAY TO ILLUSTRATE ME DMSION OF MAINTENANCE RESPONSIBILITIES. 1. ME PUBLIC ROADWAYS, AND SIDEWALKS WILL BE OWNED, OPERATED AND MAINTAINED BY THE CITY OF COLLEGE STATION UPON ACCEPTANCE OF SUCH. P. UNLESS ONERWSE NOTED ME PROPOSED SIDEWALKS ALONG LOCAL ROME ARE V WOE AND PRE ALONG ONE SIDE OF THE ROAD 3' BEHIND BACK OF CURB. 3 A 1V MULTI -USE PATH (MUP) WILL BE PLACED ALONG BOTH SIDES OF ME MINOR COLLECTORS IN LIEU OF SIDEWALK AND BIKE LANES. 4. PARKING WILL NOT BE ALLOWED ON THE MINOR COLLECTORS AND WILL BE RESTRICTED TO ONLY ONE S1DE OF ALL LOCAL ROADS BY CITY ORDINANCE. REFER TO SHEET PP-14 FOR ILLUSTRATION OF PROPOSED RESTRICTIONS ALONG WTH SIGNAGE REQUIREMENTS. 5 CUL-DE-SAC PAVEMENT RADII WILL BE 40' IN DIAMETER, UNLESS OTHERWISE NOTED ON ME PLANS. & ALL MINOR COLLECTORS WILL HAVE fi RAISED CURBS AND ALL LOCAL STREETS MALL HAVE LAYDOWN CURBS UNLESS OMERWSE MOM ON ME PLANS. U7.5fflkId 6i1 91 I. ME DEVELOPMENT IS INTENDED TO OCCUR SEQUENTIALLY IN NUMERICAL ORDER BY SEWON, PHASES WTHIN EACH SECTON WILL ALSO OCCUR IN NUMERICAL ORDER. ALL PHASES WTHIN A SECTION ARE NOT REWIRED TO BE COMPLETE PRIOR TO BEGINNING THE NEXT SECTION; HOWEVER ALL INFRASTRUCTURE REQUIRED TO SUPPORT ME NEXT SECTION MUST BE IN PLACE (OR CONCURRENTLY PLACED) PRIOR TO PROCEEDING. REFER TO ME SECTON PREREOU19TE TABLE (THIS SHEET) FOR AN OURINE OF PHASES NAT MUST BE COMPLETED PRIOR TO BEGINNING THE NEXT SECTION. 2, ALL INFRASTRUCTURE REQUIRED TO SUPPORT A PARTICULAR PHASE MUST BE CONSTRUCTED CONCURRENTLY OR IN ADVANCE OF SAID PHASE. THIS INCLUDES ALL UTILITY, DRAINAGE/DETENTION, AND PAVING INFRASTRUCTURE. 3, PARKLAND IS TO BE DEDICATED AND ASSOCATD PARKLAND FEES ARE TO BE PAID AS EACH PHASE DEVELOPS.; THUS PARKLAND DEDICATION AND FEES REQUIRED TO SUPPORT A PARTICULAR PHASE MUST ALSO BE DEDICATED AND PAID CONCURRENTLY OR IN ADVANCE OF PLATTING SAID PHASE. REFER TO THE ME PARKLAND DEDICATION PHASING SUMMARY TABLE THIS SHEET FOR ME ANTICIPATED DEDICATION BREAKDOWN. 4 WATER, SANITARY SERER, AND STORM DRAINAGE STUB -OUTS WILL BE PROVIDED WHERE NECESSARY TO PROVIDE SERVICE TO FUTURE PHASES WHIN THE SUBDIVISION. WHERE IT BECOMES NECESSARY TO PLACE UTILITIES THROUGH UNDEVELOPED SECTIONS TO SERVE ANOTHER, TEMPORARY EASEMENTS WILL BE PLACED TO ACCOMMODATE SAID UTILITIES. 5, STREETS TERMINATING AT A FUTURE PHASE SHALL BE CONSTRUCTED WN A TEMPORARY CUL-0U-SAC IF ME STREET EXCEEDS I W IN LENGTH OR EXTENDS BEYOND MORE THAN ONE LOT. WHERE MOTHER OF THESE CONDITIONS ARE MET, A TEMPORARY BARRIER WILL BE PLACED TO INDICATE ME ROAD TERMINATON. I. ELECTRICAL SERVICE S TO BE PROVIDED BY BRYAN TEXAS UTILITIES (BTU). THE EASEMENT FOR NIS INFRASTRUCTURE WILL ALLOW FOR PLACEMENT OF BTU INFRASTRUCTURE AS WELL AS FIBER OPTIC TELECOMMUNICATION LINES (ALONG WTH ASSOCIATED APPURTENANCES). THESE UTILITIES WILL BE JOINT TRENCHED IN ACCORDANCE WTH BID STANDARD DETAILS. ME HOME OWNERS' ASSOCIATION MALL MAINTAIN THESE AREAS AND WILL REPAIR REASONABLE DAMAGES WHICH MAY OCCUR FROM BTU OR FO PROVIDER ACCESSING AND MAINTAINING THEIR RESPECTIVE INFRASTRUCTURE WTHIN ME EASEMENT. 2. ME EASEMENT WDNS AND LOCATIONS WILL BE AS SHOWN ON ME PRELIMINARY PLAN AND DENOTED AS 'BID/FO ESMi. 3, ALL BTU INFRASTRUCTURE WTHIN ME BTU AND FIBER OPTC TELECOMMUNICATIONS EASEMENTS WLL BE OWNED, OPERATED, AND MAINTAINED BY BTU, 4 ALL FIBER OPTIC TELECOMMUNICATIONS INFRASTRUCTURE WTHIN THE BID AND FIBER OPTIC TELECOMMUNICATIONS EASEMENTS WILL BE OWNED, OPERATED, AND MAINTAINED BY ME RESPECTW TELECOMMUNICATIONS SERVICE PROVIDER. 5. BTU AND FIBER OPTIC TELECOMMUNICATIONS PROVDERS WILL BE GRANTED BLANKET ACCESS TO ALL AREAS DENOTED AS "PRIVATE TRAIL/B U ACCESS' FOR ME PURPOSE W INSTALLING LATERAL SERVICES AND ACCESSING AND MAINTAINING THEIR INFRASTRUCTURE. PARKLAND DEDICATION & OPEN SPACE PHASING SUMMARY LOCATION LOTS ACREAGE (AC) PARKLAND DEDICATIONO) OPEN OPACELO REWIRED (AC) CUMULATIVE REQUIRED(') (AC) PROVIDED (AC) CUMULATIVE PROMIDEDO) (AC) REWIRED I15� (AC) CUMULATIVE FEWIREDR'1 (AC) PROVIDED (AC) CUMULATIVE PROVIDED(')) (AC) SECTION ONE PHASE 101 & 1020) 96 53,805 1.57 1.57 7.05 7.05 8.07 8.07 1215 1215 PHASE 103 0 2,847 OM 1.57 ON 7.05 0,43 8.50 OM 12t5 PHASE 104 44 15.707 0,72 2.29 ON 7.05 2.36 10.86 2.944 15.09 PHASE 105 13 13369 021 250 ON 7.05 2,01 12.87 4,513 19.61 PHASE IN 18 12.244 0,29 2.79 ON 7.05 184 1 1471 1.575 21.18 SECTION TWO PHASE 201 0 27.5)5 O.W 279 5.fi0 12fi5 4.14 18.85 18J4] 39.93 PHASE 202 42 N.975 0.69 3.40 O.W 12.65 1.W 20.65 t269 41.20 PHASE 203 36 1 9.660 0.59 4.07 0.NO 12,65 1,45 22.10 1 0.38E 1 41,M PHASE 204 53 14339 0.87 494 0.NO 12.65 215 24.25 0,506 42,09 SECTION THREE PHASE 301 30 10.092 0,49 5.43 0.33 12.98 1,51 25J6 4.682 46.78 SECTION FOUR PHASE 40tA 0 0.771 ON 5.43 ON 12.98 GAO SOUR ON 46.78 PHASE Q18 12 15.524 0,20 5.63 NOS 12,98 2,33 28.21 8,467 55,25 PHASE 402 39 13,507 064 6,27 ON 12.98 2.03 30,24 2,591 57,84 PHASE 103 45 15664 074 ].01 ON 12.98 2,35 }259 3.640 61.48 PHASE 104 19 6.850 031 7.}2 O.W 12.98 1.03 3}.fi2 1526 63.00 SECTION EVE PHASE W1 16 4942 0,26 7.M OM 12.98 Y74 3436 0.262 63.27 PHASE 502 21 1&044 034 7,92 ON 12,98 2,41 36,77 11.070 7434 PHASE 503 29 8.922 0,47 8,39 ON 12.98 1.34 38.11 0."1 74,78 PHASE 504 18 6.184 0.29 8.68 O.W 12.98 0.97 39.W 1.303 76.W PHASE 505 35 12550 0.57 9.25 OOO 1 12.98 LBB 10.9E 2,002 78.08 PHASE 5% 23 7.247 OUSE 9.63 ON 12.98 1.09 42.05 1.121 79.20 mum SIX PHASE 601 20 15,887 0.33 9.96 ON 12.98 2.38 44.43 10.313 89.52 PHASE 602 35 10.590 0,57 10,53 ON 12,98 1.59 46,02 1.032 90,55 PHASE 603 3B 10,509 0.62 1115 ON 12.91 1.58 47.60 1,819 92.37 PHASE 604 43 12,723 0.70 11.85 ON 12.98 1,91 49,51 2,792 95,161 PHASE 505 37 8,351 0.61 12,46 ON 12.98 1.25 WJfi 0.428 95.59 SECTION SEVEN PHASE )01 W 17.644 0.82 13.28 OM 12.98 2.6 5341 fi606 102.20 PHASE )02 7 3,990 0,28 13,56 ON 12,98 0,60 5401 0.4W t02.68 PHASE 703 17 4006 0,28 13.84 OW 12.98 0.60 54.61 OA59 10313 SECTION DENT PHASE Wl 0 4.25E ON 13,84 2,44 15.42 064 55.25 0,220 103.35 TOTAL B46 388.09 lam 15.42 MUM 103.35 NOTES 1. "PARKLAND DEDICATION REWIRED" IS ASSESSED ON A SECTION BY SECTON BASIS ME AMOUNT OF "PARKLAND PROVIDED" IS ASSESSED ON A CUMULATIVE BASIS OVERALL. 2. "WEN SPACE REWIRED" IS ASSESSED ON A SECTION BY SECTION BASIS. "CUMULATIVE OPEN SPACE PRONGED" IS ASSESSED ON A CUMULATIVE BASIS OVERALL. ACTUAL 'CUMULATIVE OPEN SPACE PROVIDED" WILL BE REPORTED ON EACH PHASE'S FINAL PLAT AND VERIFY THAT THE MINIMUM REWIRED OPEN SPACE IS MET. 3. SEWON ONE, PHASE 101 & 102 ARE MRRENRY DEVELOPED. THE INFORMADON REPORTED IS BASED UPON ME FINAL PLATS. 4. PER CORRESPONDENCE WTH THE COGS (EMAIL - ERIKA BRIDGES - 12/22/20) EASEMENT AREA, WTHIN A OPEN SPACE, ME NOT DEDUCTED FROM ME OPEN SPACE CALCULATION. MINIMUM REQUIRED/PRONDED PARKLAND DEDICATION & FEE SUMMARY NEIGHBORHOOD PARKS COMMUNITY PARKS LAW DEDICATION FEE IN LIEU OF PARK LAW DEDICATION FEE IN LOU OF PARK TOTAL LOT COUNT (1 AC / 117 LOTS) LAND DEDICATION DEVELOPMENT (1 AC / 128 LOTS) LAND DEDICATION DEVELOPMENT 80 (AC) OR (S374 / LOT) AND (S362 / LOT) (AC) OR (UN / LOT) AND 4375 / LOT) REWIRED 723 1 1 $231.80400 1 1 1306,252.W 6.61 S211,50000 $317,250.00 PROVIDED 7.64 ALEES 5306,Y52W 7.64 ACRES S3I7.=JOO UIS PARKLAND TO BE DEVELOPED IN LIEU OF PAYMENT OF NEIOIBORHOOD AND COMMUNITY PARKLAND DEVELOPMENT FEES. PLANS FOR IMPROVEMENTS WILL BE PROVIDED WTH EACH PARKLAND DEDICATION IN ACCORDANCE WTH LIDO B.&C.7 "CONSTRUCTION OF PARKLAND IMPROVEMENTS IN LIEU OF DEVELOPMENT FEE'. ACTIVE OPEN SPACE TABULATION LOCATION LABEL ACREAGE (AC) TOTAL OPEN SPACE (BLUE) 74.01 SECTION ONE. PHASE 105 COMMON AREA "A" 3639 SECTION TWO, PHASE 201 COMMON AREA "A" 18560) SECTION THREE, PHASE 301 COMMON AREA "B" 0.942 SECTION FIVE, PHASE 5W COMMON AREA "A' 0.457 SECTION SIX, PHASE 603 COMMON AREA "A' 0.577 SECTION SIX PHASE 604 COMMON AREA "A' 0.6M SECTION SIX. PHASE 604 COMMON AREA "D" 0.696 SECTION SEVEN, PHASE 701 COMMON AREA "A" 6.133 1OT01 INACTIVE OPEN SPACE (9ME]<' 1419 TOTAL OPEN SPACE (PURPLE) 26.20 TOTAL ACTIVE BAIL AREAS 1OR1 TOTAL INACTIVE BAIL AREAS (PURPLE)W 1&59 NET ACTIVE OPEN SPACE TOTAL OPEN SPACE PROVIDED (BLUE + PURPLE) 100.22 INACTIVE OPEN SPACE (BLUE) 14.19 INACTIVE OPEN SPACE IN BAIL AREAS (PURPLE) 15.59 NET ACTIVE OPEN SPACE 70.14 NOTES: 1. INCLUDES ONLY AN ASSESSMENT OF ME BLUE AREAS DENOTED ON ME PLAN. 2, INCLUDES ONLY A SUMMARY OF ME PURPLE AREAS DENOTED ON ME PLAN AND IS NOT ITEMIZED AS ME BLUE AREA EXCEEDS THE REQUIRED WEN SPACE. 3, NOT ALL OF ME COMMON AREA SPECIFIED IS CONSIDERED "ACTIVE AREA". SECTION PREREQUISITES MUST BE COMPIETED PRIOR TO STARTING SECTION LOCATION NOTED SECTION ONE NONE SECTION TWO 101-102 SECTION THREE 101-102 SECTION FOUR 101-104 & 106 SECTION FIVE 101-102, 201-203. 301 SECTION SIX 101-102. 201-204 401-403 SECTION SEVEN 101-102. 201-203. 301. 501-506 SECTION EIGHT 101-102, 201 NOTES 1, THIS TABLE IS INTENDED TO ILLUSTRATE PHASES WHICH MUST PRECEDE EACH SECTION. THIS DOES NOT SUPERCEDE ME REQUIREMENT TO DEVELOP IN SEQUENTIAL ORDER WTHIN EACH SECTION (UNLESS ONERWSE NOTED) NOR DOES IT SUPERSEDE PARKLAND DEDICATON AND/OR ACCESS REQUIREMENTS. 2. SECTON ONE, PHASE 106 CAN BE CONSBUCDON PRIOR TO PHASE 105. 3, SECTION FOUR, PHASE 404 CAN BE CONSTRUCTION PRIOR TO PHASE 403. 4. SEWON EIGHT, PHASE 801 (WTH PARKLAND DEDICATION) WILL BE REWIRED WHEN (WHICHEVER COMES FIRST): A. PARKLAND DEDICATON IS REQUIRED TO MEET OR EXCEED REQUIREMENTS. B. WHEN ME TOTAL SUBDIVISION LOT COUNT EXCEEDS 428 LOTS. C GREENS PRAIRIE ROAD WEST COGS STREET IMPROVEMENTS ARE COMPLETE ALONG THE FRONTAGE OF THE SUBDIVI90N. TIA MITIGATION PLAN Greens Prairie Reserve KimleyoHorn LOT SUMMARY CATEWRY REWIRED (4) PROVIDED (SF) AVERAGE LOT SIZE 8,000 9,633 MINIMUM LOT SIZE 6,500 6,515 MAXIMUM LOT SIZE N/A 21,978 MAXIMUM DENSITY (DO / AC) 4.00 240 TOTAL / LOTS 846 NOTE. DENSITY UTILIZES THE TOTAL SUBDIVISION AREA LESS ME PARKLAND DEDICATON. CJ = Nam Lam C0infi9uretlon O . = TwowaY SroP Control O=T3Mc Signal p =TIA Recommendation I Slta Mitl9ation re. =DRoam on Lane RIGHT-OF-WAY DEDICATION ARFAM CATEGORY (AC) ARRINGTON ROAD (2) GREENS PRAIRIE ROAD (3) TOTAL INTERNAL ROAD R.O.W. 51.35 TOTAL F.O.W. DEDICATION 51.35 MOMS, L ALL ACREAGE ARE ESTIMATED AND WILL BE FINALIZED WITH FINAL PLATS. 2. ARRINGTON ROAD R.O.W. HAS BEEN FULLY DEDICATED. 3. GREENS PRAIRIE ROAD R.O.W. HAS BEEN FULLY DEDICATED. PRELIMINARY PLAN CHANGES: 1. REDUCED EXTERIOR BOUNDARY TO EXCLUDE SECTION ONE, PHASE 101 & 102 AND MADE ADDITIONAL MINOR MODIFICATIONS TO EXTERIOR BOUNDARY TO REFLECT REQUESTED CHANGES BY KERR SURVEYING, LLC. 2. MODIFIED SECTION PERQUISITES TABLE (SEE SHEET G-1) TO ALLOW CONSTRUCTION OF SECTION ONE, PHASE 106 TO OCCUR PRIOR TO PHASE 105 & TO ALLOW SECTION FOUR TO OCCUR PRIOR TO PHASE 105. 3. SHIFTED PORTION OF OLDHAM OAKS FROM SECTION ONE, PHASE 105 TO SECTION FOUR, PHASE 401A. 4. CREATED SECTION EIGHT, PHASE 801 AND UPDATED 'SECTION PREREQUISITES' TABLE ACCORDINGLY. 5. MODIFIED LOT CONFIGURATION TO REDUCE DENSITY AND LOT COUNT FOR SECTION ONE, PHASE 1D4 thru PHASE 106 & SECTION FOUR, PHASE 401B, 402 AND 404. 6. MODIFIED LOT CONFIGURATION TO INCREASE DENSITY AND LOT COUNT FOR SECTION THREE, PHASE 301. ALSO REVISED THIS PHASE TO HAVE PRIVATE R.O.W. AND GATED ENTRANCE. 7. UPDATED OPEN SPACE AND PARKLAND DEDICATION AREAS TO REFLECT THE BEFORE MENTIONED BOUNDARY CHANGES AND OTHER MINOR MODIFICATIONS. 8. PATH THE EXCEPTION OF THE R.O.W DEDICATION TABLE, ALL OTHER TABLES, ON THIS SHEET, REFLECT INFORMATION FOR THE ENTIRE SUBDIVISION DEVELOPMENT. SIDEWALK / TRAIL / MULTI -USE PATH SUMMARY INSTANCE CATEGORY (UF) PRIVATE 25,866 PUBLIC 66,546 TOTAL SIDEY/AU( (ALL TYPES) 92412 N07 LENGTHS PROVIDED ARE APPROXIMATE AND SUBJECT TO CHANGE WTH FINAL DESIGN. REVIEWED FOR COMPLMNCE On OF COWDIF SnATION x RE5 EN;mERIRG COWRON 6AI EIJKARU�S11E,9 T1,mraonem REVIEWED FOR COMPLIANCE CITY OF COLLEGE STATION PLArvrvws & DEVELOPMENT SERVICES Ap JESSEDIMEOLO, STAFF PLANNER Nowmhx 2.=1 GROUP ENUE. STE. 401 TX 77302 9) 260-2000 f OFFICE BOX 9253 EGE STATION, TX 77842 (979) 764-0704 W (p a W � N Tjx F - N W o� j cW 'o W W N �w o W� �. M Q CL O � Do N r LL.I _ 7 � � i /r� IL O Z I7¢W Hoo o Z W W � cn 0 0 W W N �. ryAR LI I DRAWN BY: R.A.M. CHECKED BY: C.R. CLIENT NO. PROJECT NO. vir1 n7nr G-1 SHEET 1 % OF 17