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Home My WebLink AboutDrawings0 300 600 SCALE: 1" = 30W hr f�. X L V � V� <s A M MAHAN c SURVEY, .._ > _ SAMUEL DAVIDSON SURVEY, A-13 EC ON �CX,�oYx�xs kLi 2 �O x`FC � , ECTIQN� ; c�E 1?HAS��cti4, X'�c 11936Zb} < 4 X111x \'' V <xx �ti x r e<r� //^� u�uxx cx�x v! , S CTIONMA < xy,,rxurx x,t v 6 x x.�X P,lAS,>� > <��r SECTION 4 ,x .r < t . SHEET�sx s �Cy C{Z? SHEET 3� ��v ` 1 S 'KM Xx (9 03Y?1:66 <1 u z<X r Sch� x ry x 0�C,} X `ham"Y\,,Cop-XCZy`{<'0Y� Ak tj �1 d h �✓xxxxC< > � x r IN x ^ '�i;��y2�fi x `z�� E��v� c'4`' 4 ` C ;,fix v x �, a^2Y gg' x „Xr /`N,., x; c1�XK__;99 2 x o x ^Ccs < x v vx �?'i'C>'1 '} `.n'� h- i` Rx x; ,x >: , k 4 " < 2 Mix ✓ ,> ✓✓ x S \ x, 0,,, S xc ,c u" y x , <, Y k;, .<X0 c xk r 5 z nx S r ; x " X B �S�`VVV 15' li n' E' .� P :oNE . 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X,, ,,;%X\k^n',.,"CN.�.%,.:X�Xk^. ^.XY.'� •,%ate• ?"` �^..,^�v"..JX,v'",^.c?^.. _ SHEET 4 OF �I i< • PRELIMINARY PLAN -NOTES: g _ -NERAL: 1, THIS TRACT DOES NOT LIE WITHIN THE FLOOD PLAIN AS GRAPHICALLY DEPICTED ON F.E.M.A.- FIRM COMMUNITY PANEL NO. 48041C 0325E, MAY 16, 2012. 2. BASIS OF BEARING: NORTH ORIENTATION IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION: 3, ALL PROPERTY CORNERS ARE MONUMENTED BY 1/2" IRON RODS UNLESS OTHERWISE NOTED. 4, RIGHT-OF-WAY DEDICATION OF ROYDER ROAD CONSIST OF 1,617 ACRES AND GREENS PRAIRIE ROAD WEST OF 0.676 ACRES. ALL OTHER LOCAL AND COLLECTOR STREET DEDICATION WILL CONSIST OF 61.38 ACRES IN TOTAL. 5. THE TOPOGRAPHIC AND EXISTING DATA SHOWN WAS SURVEYED AND PROVIDED BY VANNOY & ASSOCIATES, INC., UNDER THE DIRECTION OF MR. RAY L. VANNOY, RPLS 1988. THE BOUNDARY DATA SHOWN WAS SURVEYED AND PROVIDED BY KERR SURVEYING, UNDER THE DIRECTION OF MR. BRAD KERR, RPLS 4502, 6. THE UNDEVELOPED AREA OF THIS PROJECT ARE VACANT/AGRICULTURAL. ALL OTHER AREAS ARE CURRENTLY DEVELOPED AS MULTI -FAMILY AND SINGLE FAMILY RESIDENTIAL. AREAS CURRENTLY UNDEVELOPED WILL INCLUDE COMMERCIAL, OPEN SPACE, MULTI -FAMILY, AND SINGLE FAMILY RESIDENTIAL IN COMPLIANCE WITH THE APPROVED MASTER PLAN AND PDD ZONING, 7. ALL UTILITY EASEMENTS MUST BE CLEARED OF ALL BRUSH AND TREES, IMPLYING NO LANDSCAPING OR PERMANENT STRUCTURES WITHIN THE UTILITY EASEMENT WILL BE ALLOWED. 8. FINAL PLATS FOR ALL DEVELOPED AREAS ARE HATCHED WITH VOLUME/PAGE INFORMATION CITED. THESE FINAL PLATS WHERE RECORDED PRIOR TO THE PREPARATION OF THIS REVISED PRELIMINARY PLAN. 9. UNLESS OTHERWISE NOTED PUBLIC UTILITY EASEMENTS LOCATED ADJACENT TO THE STREET RIGHT-OF-WAY ARE 15' WIDE AND REAR PUBLIC UTILITY EASEMENTS ARE 20' WIDE CENTERED ON THE COMMON REAR PROPERTY LINE OR WHOLLY CONTAINED IN SINGLE ROW PROPERTIES. 10. VARIATIONS FROM THE CURRENT APPROVED PRELIMINARY PLAN (JANUARY 15, 2009) ARE SUMMARIZED AS FOLLOWS: A. REDUCING THE DENSITY OF LOTS IN SECTION 6 & 7. B. RE -PHASING OF SECTION 6 & 7. 11. BLOCK LENGTHS ARE ILLUSTRATED ALONG THE CENTERLINE OF THE PROPOSED STREET AS SHOWN ON THE INDEX SHEET. 12. COMMON AREAS ARE NOT BUILDABLE FOR RESIDENTIAL PURPOSES. 13. DIMENSIONS SHOWN INTERIOR TO THE LOT, ALONG CURVES, ARE ARC LENGTHS. 14. THE 25' WIDE PRIVATE ACCESS EASEMENT (P.A.E.) SHOWN ACROSS LOTS 1-4, BLOCK ONE, SECTION 1C, PHASE 1A AND 1B IS SHOWN IN AN APPROXIMATE WAY ONLY! THE EXACT SIZE, LOCATION, ORIENTATION AND/OR WIDTH SHALL BE DETERMINED DURING THE FINAL PLATTING OF THIS SECTION. 15. THE INSTALLATION OF STREET LIGHTS WILL BE REQUIRED AND INSTALLED IN ACCORDANCE WITH SECTION 8-T OF THE CoCS SUBDIVISION REGULATIONS. HOMEOWNER'S ASSOCIATION (HOA)- 1, 13UILDING SETBACKS ARE ESTABLISHED IN THE PDD ZONING APPROVED ON JUNE 12, 2008, AND THE COVENANTS, CONDITIONS, AND RESTRICTIONS OF THE SUBDIVISION. THEY ARE GENERALLY AS FOLLOWS: SINGLE-FAMILY MULTI -FAMILY FRONT 20' 15' STREET SIDE 15' 15' SIDE 5' 5' REAR 20' 20' 2. ALL COMMON .AREAS ARE OWNED AND MAINTAINED BY THE H.O.A. SOME COMMON AREAS ARE WHOLLY ENCUMBERED PUBLIC UTILITY EASEMENT OR PRIVATE -EASEMENT AS INDICATED IN THE COMMON AREA 7ABI E. -BY A 3. H.O.A. EASEMENT ACTIVITIES AND/OR INFRASTRUCTURE WILL BE REFERENCED IN THE COVENANTS CON RESTRICTIONS OF THE SUBDIVISION. CONDITIONS, AND 4. MAINTENANCE OF THE WATER SYSTEM WILL BE WELLBORN S.U.D. FOR ALL SECTIONS. MAINTENANCE OF THE PAVING DRAINAGE, SIDEWALKS AND SANITARY SEWER SYSTEMS WILL BE THE CITY OF COLLEGE STATION ONCE THE SYSTEMS ARE ACCEPTED BY THE CITY. OF COLLEGE STATION. MAINTENANCE OF THE PRIVATE DRAINAGE AND DETENTION FACILITIES CO AREAS (WHICH INCLUDE ROADWAY MEDIANS), PEDESTRIAN ACCESS W ON WAYS, AND PARK LIGHTING WILL BE THE CREEK MEADOW H.O.A. CONSTRUCTION STANDARDS & NOTES' 1. WELLBORN SPECIAL UTILITY DISTRICT WILL PROVIDEA W TER F E /IR SERVICE FOR THIS SUBDIVISION. ALL NEW WATERLINES WILL BE DESIGNED AND CONSTRUCTED TO THE LATEST B_/CS UNIFIED DEVELOPMENT GUIDELINES, STANDARDS, AND SPECIFICATIONS. THESE WATERLINES WILL BE LOCATED IN THE 15' PUBLIC UTILITY EASEMENT AT THE FRONT OF THE RESIDENTIAL LOTS. THESE WATERLINES WILL PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS. A WATER HYDRAULIC STUDY WILL BE PROVIDED ILLUSTRATING SUCH. 2. THE PROPOSED STREETS WILL BE CONSTRUCTED TO AN URBAN SECTION WITH CONCRETE CURB AND GUTTER. THE STORMWATER RUNOFF IN THE STREETS WILL BE CAPTURED AND CONVEYED BY A STORM SEWER SYSTEM AND DISCHARGED INTO EXISTING OR PROPOSED DRAINAGE SYSTEMS. DETENTION FACILITIES WILL BE CONSTRUCTED TO CONTROL THE PEAK RUNOFF DISCHARGE TO PRE -DEVELOPMENT RATES. THE STREET AND DRAINAGE SYSTEM WILL BE DESIGNED TO THE LATEST B/CS UNIFIED DEVELOPMENT GUIDELINES, STANDARDS, AND SPECIFICATIONS. ALL PAVING AND DRAINAGE IMPROVEMENTS WILL BE INSPECTED AND MAINTAINED BY THE CITY OF COLLEGE STATION. 3. SANITARY SEWER SERVICE FOR THIS SUBDIVISION WILL -BE BY MEANS OF A GRAVITY COLLECTION SYSTEM DESIGNED IN ACCORDANCE WITH THE LATEST B/CS UNIFIED DEVELOPMENT GUIDELINES, STANDARDS, AND SPECIFICATIONS. THIS GRAVITY COLLECTION SYSTEM WILL ULTIMATELY DISCHARGE TO A REGIONAL LIFT STATION THAT WILL PUMP WASTEWATER TO AN EXISTING GRAVITY SANITARY SEWER. SYSTEM LOCATED WITHIN THE CASTLE GATE SUBDIVISION.. ALL SANITARY SEWER. CONSTRUCTION. WILL. BE INSPECTED AND MAINTAINED BY THE CITY OF COLLEGE STATION. 4. ELECTRICAL SERVICE FOR THIS SUBDIVISION WILL BE PROVIDED BY BRYAN TEXAS UTILITIES (BTU). THE ELECTRICAL DISTRIBUTION SYSTEM WILL BE LOCATED IN THE 15' PUBLIC UTILITY EASEMENT LOCATED AT THE FRONT OF THE LOTS AND IN 10' PUBLIC UTILITY EASEMENTS AS REQUESTED BY BTU. 5. WATER, SANITARY SEWER, AND STORM SEWER ALIGNMEN-TS Snv^WN AE Fv^R R€F€R€NC€ v^NLY: A %v�AST€R n ivRAULIVC ANALYSIS, FOR EACH SYSTEM, WILL BE PROVIDED AT THE FINAL PLATTING STAGE THAT WILL DETERMINE LINE SIZE. 6. ILLUSTRATED SIDEWALKS ARE 4' WIDE AND LOCATED 4' OFF THE BACK OF CURB. 7. STREETS TERMINATING AT A FUTURE PHASE SHALL BE CONSTRUCTED WITH A TEMPORARY CUL-DE-SAC IF THE STREET EXCEEDS 100' IN LENGTH OR EXTENDS PAST MORE THAN ONE LOT. <rl-jr, we�e��u a aa�w wwu• CREEK MEADDy' SUBDIWSION V IC:iINN Irl' � MAD NOT TO SCALE BOUNDARY -LINE DATA SECTION 1 C BOUNDARY CURVE DATA DISTANCE AREA 1 (AC) 7°0.4'1.8" W SEC11ON 1 A, & 4 2'55'42"W CURVE RADIUS ARC LENGTH DELTA ANGLE CHORD BEARING CHORD LENGTH C1 1429.19' 283.91' 11'22'55" S 38'29'21" E 283.44' C2 291 0O' 52.56' 10°20'55" S 39'2656" E 52.49' C3 1 1252.68' 1 184.97' 827'38" S 45'55 59" E _--i �84.81' C4 290.00' 110.51' 21'50'02" S 51'53'18" E 109.84' C5 1 275.00' 1 20.47' 4'15'54" N 59'25'16" E 20.47 S66'59'06" W 20.00'N SECTION 3, PHASE 3 04'12'13" W CURVE RADIUS ARC LENGTH DELTA ANGLE CHORD BEARING CHORD LENGTH C1 50:00' 58.91' 67'30'16" N 56`46'02" W 55.56' C2 1355.00' 398.64' 16'51'24" S 59'21'54" E 397.21' C3 1475.00' 20.35' 0°47'26" S 68'11'19". E 20.35' BEARING DISTANCE SECTION 5, 6 & 7 32.50' CURVE RADIUS ARC LENGTH DELTA ANGLE CHORD BEARING CHORD LENGTH C1 1004.93 303.85' 17'19'26" N 3'56'22" E 302.69' C2 910.00'739.93' 46'35'1 b" N I t534''I 7 " t 719.71' <rl-jr, we�e��u a aa�w wwu• CREEK MEADDy' SUBDIWSION V IC:iINN Irl' � MAD NOT TO SCALE BOUNDARY -LINE DATA SECTION 1 C COMMON AREA TABLE EARING DISTANCE AREA 1 (AC) 7°0.4'1.8" W 130.89' AREA 2'55'42"W 44.56' 7'04'18" W 34.11' (AC) 8"54'07" E 8'02'56" 0.847 ---6:1 KN48*02'56" W 143.42' 0.228 '57'04" W 300.21' 08 8'02'56" E 138,29' 0.003 '55'42" W 163.52' N 3, PHASE 3 -LINE -BEARING DISTANCE N 55'46'15" W 60.05' F N 00'31'10" W 30.25' S66'59'06" W 20.00'N 04'12'13" W 27.41' L5 N 87'38'58" E 28.28' L6 N 42'38'58" E 52.11' L7 S 47'21'02" E 40.00' L8 S 50'56'13" E 26.67' L9 S 21'24'58" W 50.00' PR.A.E. PR.D.E, SEC11ON 1A & 4 LINE BEARING DISTANCE L1 S4651'32" E 32.50' L2 S 4255'37" E 24.25' L3 S 47'04'23" W 11.85' L4 S 42'55'37" E 50.00' L5 S 35°05'13" E 38.15' L6 S 34'16'29" E 69.82' L7 S 4437'24" E 112.16' L8 S 4649'34" -E 56.96' L9 S 49'01'43" E 156.63' L10 S 52'09'05" E 128.50' L11 S 49'01'43" E 14.63' L12 N 49'01'43" W 21.22' L13 S 62'48'19" W 34.06' L14 N 61'33'13" E 27.10' L15 N 34'32'04"W 95.93' L16 I N 27.04.16" W 24.70' SECTION 59 fi & 7 LINE BEARING DISTANCE L1 S 48'03'04" E 159.58' L2 N 4736'42 W 160.70' L3 N 58'30'32" W 69.11' L4 N 77'23'55" W 1 42.47' <rl-jr, we�e��u a aa�w wwu• CREEK MEADDy' SUBDIWSION V IC:iINN Irl' � MAD NOT TO SCALE COMMON AREA TABLE AREA LABEL AREA 1 (AC) 100% ENCUMBERED % AREA 11007. ENCUMBERED <rl-jr, we�e��u a aa�w wwu• CREEK MEADDy' SUBDIWSION V IC:iINN Irl' � MAD NOT TO SCALE - - " i nu LL 10 /ILL yr IML UU MM VN AKtAS FOR THE ENTIRE CR EK MEADOWS SUBDIVISION WHICH ALSO INCLUDES AREAS PLATTED P ECEEDING TO THIS DOUCMENT. - P.U.E. - PUBLIC UTILITY EASEMENT P.A.E. - PUBLIC ACCESS ESMT PR.A.E. - PRV. ACCESS ESMT. "PR.D.E. - PRV.-L-DRAINAGE ESMT. 110.663 ACRES SAMUEL DAVIDSON SURVEY, A-13 JESSE BLEDSOE SURVEY, A-71 COLLEGE STATION,BRAZOS COUNTY, TEXAS I I LANDOWNER INFORMATION CREEK MEADOWS PARTNERS, L.P. Cfo OLDHAM-GOODWW GROUP, LLC 2800 SUITE 401 SOUTH TEXAS AVENUE I I 4�,dr BRYAN; TX 77802 _ EMAIL: Chris.rhodesiftldhampodwin.com r FILENAME: 0547PPl A SCALE: 1"=300' 3800 SH No. 6 SOUTH., STE. 108G <77845> SUBMITTED DATE: 10/15/14 POST OFFICE BOX 9253 REVISIONS: 1 1/13/14 COLLEGE STATION, TEXAS 77842 DRAWN BY R.A.M. EMAIL: civ11'Qt�IYlTenglneencoffi CHECKED BY: BRAD KERR FIELD BOOK: N/A PAGES: N/A OFFICE - (97'1) 764-0704 RME CONSULTING ENGINEERS FAX - (979) 764-0704 CLI E��NT N0. PROJECT NO. (,�-ZtP2 TEXAS FIRM REGISTRATION No. F-4695 2 6 0 "' U b 4 I1112;)tLl' COMMON AREA TABLE AREA LABEL AREA 1 (AC) 100% ENCUMBERED AREA AREA 11007. ENCUMBERED BY EASEMENT LABEL (AC) BY EASEMENT A 0.847 ---6:1 FF 0.228 B 08 P.U.E. FF' 0.003 C i-_--P.A.E. 0.124 P.U.E. GG 0.107 D 0.588 HH 0.084 E 1:40 II 4.103 PR.D.E. F 0.254 PR.A.E. PR.D.E. JJ 1.709 G 0.760 PR.A.E. PIR.D.E. KK 0,.051 P.A.E. H 11 0.293 PR.A.E. PR.D.E, 00 0.203 PR.D.E./P.U.E. 1 ;0.452 PR.A.E. PR.D.E. QQ 0.172 PR.D.E./P.U.E. U 1 JAM PR.A,E,/PR,D.E./P.U.E. SS 2.527 PR.D.E. K10.817 TT 8.571 PR.D.E. L X10.862 Ulu 1.300 -M �1 0091 P.U.E. W 0.1-55 PR.D.E. N 110.069 P.U.E. A UAW P.A.E. 0 10.510 B' 0.041 P.A.E. P 10.211 PR.A.E./PR.D.E. C'- 0.137 P.A.E. Q 0.391 PR.A.E./PR.D.E. __D# 0.161 P.A.E./P.U.E. R 10.378 PR.A.E./PR.D.E. 0 0.109 P.A.E. S 10.257 PR.A.E./PR.D.E. F' 1.402 PR.D.E. T 10.082 PR.A.E./PR.D.E. G' 0.708 U .753. PR.AZ PR,D.E. , H.' 0.050 P.A.E. VR .763 P.A.E./P.U.E. I' 0.011 P.A.E. VA :594 P.A.E./P.U.E. X 0.948 P.A.E. V' 075 K' 0.135 P.A.E. W .006 L' 0.086 P.A.E. X ;257 M' 0.086 P.A.E. Y '.893 PR.D.E.- N' 0..1.85 PR.D.E. Z .220 PR.D.E. 0' 0.013 P.A.E. AA .992 BB .242 CC .131 DD .682 EE 0:906 PR.D.E. AIr)TC'. -ru& 'nn A&wnw. wear a - - " i nu LL 10 /ILL yr IML UU MM VN AKtAS FOR THE ENTIRE CR EK MEADOWS SUBDIVISION WHICH ALSO INCLUDES AREAS PLATTED P ECEEDING TO THIS DOUCMENT. - P.U.E. - PUBLIC UTILITY EASEMENT P.A.E. - PUBLIC ACCESS ESMT PR.A.E. - PRV. ACCESS ESMT. "PR.D.E. - PRV.-L-DRAINAGE ESMT. 110.663 ACRES SAMUEL DAVIDSON SURVEY, A-13 JESSE BLEDSOE SURVEY, A-71 COLLEGE STATION,BRAZOS COUNTY, TEXAS I I LANDOWNER INFORMATION CREEK MEADOWS PARTNERS, L.P. Cfo OLDHAM-GOODWW GROUP, LLC 2800 SUITE 401 SOUTH TEXAS AVENUE I I 4�,dr BRYAN; TX 77802 _ EMAIL: Chris.rhodesiftldhampodwin.com r FILENAME: 0547PPl A SCALE: 1"=300' 3800 SH No. 6 SOUTH., STE. 108G <77845> SUBMITTED DATE: 10/15/14 POST OFFICE BOX 9253 REVISIONS: 1 1/13/14 COLLEGE STATION, TEXAS 77842 DRAWN BY R.A.M. EMAIL: civ11'Qt�IYlTenglneencoffi CHECKED BY: BRAD KERR FIELD BOOK: N/A PAGES: N/A OFFICE - (97'1) 764-0704 RME CONSULTING ENGINEERS FAX - (979) 764-0704 CLI E��NT N0. PROJECT NO. (,�-ZtP2 TEXAS FIRM REGISTRATION No. F-4695 2 6 0 "' U b 4 I1112;)tLl' / i / ; \ r \ \ I / r- NOW OR FORMERLY ,-,-_ _ SYMBOL 8C LINE LEGEND / ��/ / ' / / � � / / WALTER W. RUOFF JR. %% 1 ✓ '/ ' / /i r/ - ` , / �'' 1. RIGHT-OF-WAY REMAINING TO BE DEDICATED ON THE SOUTH SIDE -- ` f 1 I !//,f fj, i'//'/ii'` ; -X- BARB -WIRE FENCE / / t� / - / &WIFE LYNN M. RUOFF \ 1 /, /l/„� /i%f /igf,/ / /; OF GREENS PRAIRIE ROAD WEST TOTALS 0.175 ACRE 7,639 SQ.FT.. r \ 300.73 (VOL 1694, PG. 111) l%,j �- , / r , /; / ) f ) / • f ff CALLED 11.18 -ACRES) • f !1 , i f /�i / f . '/�,/'/ ,r- - - FORCE MAIN // / N 43 06 -08 E ( E _ r • i / ,r I / 4 / N 42 39 06 496 70 .ft�' //f/ I f,/!j, �' i//' ', -SD- STORM SEWER /, / / 2. RIGHT-OF-WAY REMAINING TO BE DEDICATED ON THE NORTH SIDE ( / (�� _ - '' " ' /1/f ; // /ff ,' / �s.2'------- 142.31--- ---- --- - - ----_ 1/'%`'lif / oHE OVERHEAD ELEC. LINE -- - i 'J - - / i TOTALS 0.224 ACRE 9 764 SQ.FT. � �j• "'., ---� _ j= j OF GREENS PRAIRIE ROAD WEST ( )•1. ' , - /`] �o i� /T t - 3 -1�, j: , //j, /if ,,/,,, %'/,,%;,///,��1,.!/ --W- WlITFF? i INF \ ' // NOW OR',FORMERLY I �/ / ? - - c . f - I- ` I tfi/./, //�/,///i' -, % f/i/ ,�'!rlji °.� l / / \ $i M I , // / �` SEWER LINE / -�_ / / DGtNALO &MARTHA ROYDER / w n ' 11 ifl o d ; "i ' 13 d , . 14 . i ro I 1 I I w ,/r,I j f f, / / ,r/, i%� /„j ; \ / j /' / (PER BRAZOS COUNTY APPRAISAL DISTRICT) % r - M / 12 o I o i/' o ' o O o I o I O I w /jf�/ j/ / / ` /%%�11 POWER POLE / / / / / / /! (CALLED 3.42 ACRES) n: crr c� �� 'v. ad I. I� I i 't O r / r / / , �% f, // %, r -e;' / / p N 1r- a,; / d 15 } -a�Oz co/ f/r / .%/',; /� 'r/ /f. / / / 1 / , /� � \ ,�, / . , , 0 !; � � - - - - - z � - _ z 1 O 1 � � o I _/, '� � //f /�i;zll0 LIGHT POLE �/ / � ,/ / r �-; -- - I _ i I ' Q 0 ° GUY WIRE ANCHOR / %' / j' / M< `� _--...- 94.47 I l i / i /, / �: B�8 WATER VALVE I !' i / �� / / 1 / EO„ tom- $,Z• �••. `' 66 w D L, O N 1. _,... 't/ ,/ /,/, /-� /i 3g / `'� / .� I ® f / ` `�,�@ / ( / / f , / ( v / 10 / �il r .. - r y I I'� `F / 1 0Q-1++ / / \ 4j iso �__� „ FK MEA 2- I - o�<oo R WATER METER o W ; , 1 f r / / { • '� / y f� R•o.w = - r\ I I 0 STORM SEWER CURB INLET i _ / ,� I ES f o n d n�zm - / / - I m. � Q (� �� / / -L_ �" s 4 r IN "42'55'42' `� ELECTRICAL TRANSFORMER % /F `` i f » / �s�' / / 1 , - - I I 5 I 93.90 ® GAS METER / / / �'/ > _ I ( / i ! �/ N 03 34 221 E i �► / __ __ / l l l ' 4 2 1 1 �� i I I I O I -I 1 rl -1 �� O O MANHOLE J:/ 1 / 7 /` / �, N O I I 4 _I- rt I / r % i l f; /` /92.96 `1 O / j %. l - � `-�' Q.-3� ( O 1 ( 4 i I _I 1 \ _ a C:LtANUU 1 i%�/ % i / I I O i 16 / / � ` /; / / •� / . / / /\ - e PFH E R �' l�.ol I �11-:j j i ;, O 1 I -I yow OR- FOR ERLY FIRE HYDRANT J/ / j / i' / ,f / I �8pv " ti S I (- o d :tel+ 42'55'42" .Er - / \, / /' / NOW OR FORMERLY 6g.--- ?� W^ 3 425542' I I' I -I- ECiWARD C. & ® TELEPHONE PEDESTAL %/ / \ { l ( SCOTT M. & VJANDA SUE ELLIOT / a�-• / / ) ., z -- 1 3+ L_ w1ARITA tt'pELL " / \ ,, % >> .�a1 , .. , / L r: rts' , / l L '. I 92.oO' 92.00 % I I I _"I I BUILDING SETBACK LINE f' / / f / -VOL. 2510, PG. 326 / 8.S)�� 41 .!-r _ O / gs' m Af - QC0 i I I _ LOT 3, BLOCK ONE r / / _ --- (CALLED 6.77 ACRES) 3 / ,a / _% Q / ,Cf -op 3.-. I ` ,__. 1, I J I % I , i I I 1 I (VOL. 7005, PG. 246) "-'-- PROPERTY LINE � % / _ ` f / /IN 42'55'42"?E ' ( \ , I \\ \ l ^ - / �(�� / / .,b C '/ / O90g ^L "1 I LIJ N 11.®I I I f 6 I yl 95.55' ":. M�� A�Ew�Ei�1T LiN` 1 ,� / I � `� �;\ i N s �,� i ,,� / ;` _/ __// I w z I ; O I o 1 / I ADJ 1 ADJ 2 -ADJ 3 / ADJ 4 ADJ 5 ! ADJ 6 /{ r / I �� gb743' E7 / "' I I / �=? P.U.E. PUBLIC UTILITY EASEMENT /i" � , � - �) r I � /i i / _ � g7,02 _l l � 0 / / - / ' J I i c� I k. - I �' 007 ! I I 1 �� P.A.E. PUBLIC ACCESS ESMT. �. 1 N R FOR ERLY / / J �� - °� - / / / / . 0 (,, I �� / Lt7 r NOW OR FORMERLY NOW OR FORMERLY NOW OR FORtERLY NOW OR FORMERLY NOW OR /FORM J -0 // PH L / 2 �� ,� ___ - I I z� I I I m I I '�, cv s- . - PR.D.E. PRV. 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', /\� :,,�� . uu � �\ �- w, _ ^� \� 0.6 ACRES I; i ; i ,2D.Do' i - -, -� - _ _ _ d / �/ 2 �o i I L 1 63 � � z ( 1 , , 3 ems. �� j , o. 1' , / .\ \ - % �` i ' y �5 / =, .N'4, 133s" E - 167' ( tl.� I SAMUEL DAVIDSON SURVEY A-13 f I i� I 4$ n 1 1 I � '.�---f' -, `V �' , O .�. ,- _ 11\ \ \ / / ,-� O'' t �h� 2 \ \ s ' a- ` w- I s.4$' JESSE BLEDSOE SURVEY A- �\ i I t I O2 �L _s 34 _ 07 1 \, ,; , \ 4 r. r os 1�2.,c' COLLEGE STATION, BRAZOS COUNTY, TEXAS I I _ \ \ PHASE ONE , o. r , / �_. 6 :. V r' i L€+ -J 120.00 �7, �� . \ / / �� 11 ^�,+ J�' �/ I II PRIVATE PARK 1 3e `' ��Z\ 7 \' �� .�E''`A T \ 3 % / / / �� ,{ .o`�� 96 �' �• I FN�� :I,1 LANDOWNER INFORMATION I 1 1 N`3,_5 - r __ 1 Q" 9 _ \ { t 0 ACRES) - ti,�" a \_ m I 6 . i I & DETENTION 7 \ , V i � / N• ti .`< _l I 11 i - Its`' O 1 ; c�,tr O (�9720� 6 \ ✓ / /� v �, A �� ; - N 44,sa E=„3s,34__ -- CREEK MEADOWS PARTNERS L.P. 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' / o o /0 13 V \ N _ w N `,f �- ! �'� L �, - O _ �, /� i ,: v / / ti Oeam Chris.rhodes@oldhomgoodwin.com i O oo \ v� v �. . v ° - I� _ 3 .. hris m oodwin,com .� o / / o lzi s' I EMAIL' C 9 w " J 12 -. y O' 3 �- \ \ h 2 �' 1 I I, 3 � l O 7 ,� �/ / v •yi V J1 O� , r� , I I ; i ! _' i : a1'�+ ry O . �V / / UU O w ai •v _� - - - - I • `n I tom.! W I f FILENAME: 0547PP2A SCALE:1 -100 i. I I i 140.64 ��yy \ 5 ` \� / _ j i \ `'PLA �' / \ "; \o�`N �� .�� \ 5ssar' ago= ---__f I � 1 i' `� 1 �tt!! O5T57 :, --= 11 "� O .. :` ° 1 2 1 ' �► �k�6 \ -- _ - .� �i I ,I I I SUBMITTED DATE: 10/15/14 I I I I , 1f �, 90 5 Zb_ Q , , _ . \ / -_/ I Q /// 1 14 8. C. 3800 SH No. 6 SOUTH., STE. 108G <77845> I I � � 1 P 0 00 ` \ t 6 1 , �.� s 123.34' \ t i L , J/�a o.; ). \ ` ~ - i I Ln N REVISIONS: / / I \ s _ 1z \ \ � /, �. �/, , y a 8, -- I ' R POST OFFICE BOX 9253 1 1 13 14 I I , I I -P` : 31 535.•._ ` / O \ / fj ✓ "'' / : � l / / / \ ' h"/ 0 r ; I / 1 iV T nrievv r rnr. n n ■. I 1, I E i - 150,73 ) 4 \ 5 \l 6 % // �%� \ l / y`ip tr Ll - 27 i �` g �`b• \ _ I 9 bi c� vr�rwvry o rc.r�.iv,. . I I \ \ O., „ �, O ! O \ n5 -1 `✓ '! \ /;�,�� \ soq �. .` __i �� - I ° ft W a COLLEGE STATION, TEXAS 77842 ,11 } 3 �• -- \ ��' \ / / ° \° ti� ti _ _ 15 / - ' _ _ Y N I CHECKED BY: BRAD K I ; r 295 i $ 6 v ��A /�: ��% ,r _ 2 'i? ` _ �^� 3 a ERR _� LTi - --= I I •i ' t O - �p0 �? : \ ._�_ -,- 3 1A \ m� r 00 ��Arr I ' 3-53" �� 12 - / 4 O� r' 1-/ S ' '' \ \ / `'� �y�ryY s I wi 1 7`6 r N O n. EMAIL. civll@rmengmeer.com FIELD \ N 31:5 _. - $ - \- \ O E�/ _ \ I rr ILD BOOK: N/A PAGES: N/A i : _ _ - 1sz.6r \ 7 ,%... 2 \ / 30 00 \ , 2s\ 16 +� N I 3 O 2. \ O O 4 AC -- - ti s F 17 pro NIo O I I p o OFFICE - 979 764-0704 l I I O O \ I P,� 14 \ ., \ i ;r, ' \ `;) uu N= \ \ ,tiJ \ , �/ 0 N 1s O 00 ( ) RME CONSULTING ENGINEERS .1 Ij } ; \ \ O \ 3 __ 1K l 1 000 O �. j r / t Sl) _\ wry/ 25 ��bs� • �i ;\µ tcv nIN I 131.35' d- w v _ \ l n A / rl I _ _ _ FAX - (979) 764 0704 CLIENT N0. PROJECT N0. co O V \ • ( { - A �.,i / ZA /'� i� \,/ �/ 2 t rnr o I F �� .r .� �� o / v r \ �V2 N�v �:� �''� N sozs'14= e U I� I 11 1 I0 TEXAS FIRM REGISTRATION No. F-4 695 �E70 Ob4 • -a6a jj- 30' P.U.E. PRIVATE PARK� 31-5:�L5 7711177 74777417 7777, 7 Y.%M. 77 & DETENTION 1-77.057� 1—b, oO_1 U4L, 4 f FACILITY E ry 135.55' POND �#4 W n3,3 N —PH -ASE -FOUR 3 (V/�A2. z200ti: `\\ O. O (8.94� ACK'a')13 �b r"ASE ON'T 103 FNDI 3 U4 Q ti` 0.934� ACRE!5-,1v-(D -IT- 'N \\ o- 'o ,166 �/87) k T (35) 10 sv W 1, 0 y.uu ....... (D (D CS SI'-- V -1,O -, 306 U5 0� 15 ��23 _8 5 Q V 'Q5 cc) – :�\, it v ( J2 _j r7 IU6 N Z l 143.12' (D U4 U2 1 - (22) r _j Q3 Vv, M." -K U7 (D Z/ w v F V .7) w > Z__ QO 10 0 U9 A a /v 0, 'D (DCom. ry CJ 0.1 @ GJJ v,� -7 5) 012—, (29) 134.59' • A `0 0 li500, 18p Ary ASEJTH P C5 0 U6 19 Z_ (L3) 130.527 14 30*Z�9 0 01 ACI .-tviAir ARK (L8) IL V - - 1 (19) G /ip 8 n Zell T G 28 200 Q 04�17 R E'ONE I w /2" IIF ACRES D. 100 YR. FLOODPLAIN U6 4 l .� y 1 \ �._._-.� , ✓ , ;, . � , ryo � �\% Cg'59-37 DRAINAGE STUDY N\ AS DETERMIN�D BY qk j "J 11N. ",6 •s oLLf C4 WNFAQ kSE i i4IE8 01 I DER 00 642A�\.. 1-""i Q C41 y 'iO/P/pr/4z R O E-5. 1 -VE VARIAER E WIDTH R.O.W.) 0 [f 124.58' 12, U4R. o? VATE 0 D, L. 41119,-4377,--� @ (IR R)es, PR PA�R I- I CAN IMV UIII LCi .7 PH"�SE TWQ\ Dt � (PROPOSED 80' R, 0. W.) 'RE Qj POND #7 _-ACQ z FkILIT 3 (14.455 IZEM /201� P.U.E. E [W-12 (12304/1, 1 04 4115"18' & 32) '\ � \ — r JJ -T 11 5.00, 24.58 r 6 ACRE$) 4 N 4115187'W-121.43' X Lo I rA"� 3 3, � o � , {124.58 _r ;I/ o ryo 7 , � .. --G -GP - ,: ,-, . .. o < �o / � - 20 01 "b n\ � � t � , � \ 25 O 115.00' IJ Q, 07 11T .0 01 r G 2� - ✓-, N 40'59`37" to ZT ro :2 124.7/2 < (D GY 13 --2-W- PJ— V, 0 U7 N 43-4:9 57" E KK -1/7 X r r I b. T25.70` 20 j "'Tr %<\ Q 4;z /I• U4 x\ EXISTING 12" r �' a\ / / \ O \ O �' :, r ® \ \ ..1.6. \\ ,1\ �3I ' li,' X3'23" WATER N 41'IZY30 I- OD REGIONAL Qo (2)9 -- FT STATION r-14 \1 10 j P.U.E. Q2)0 '45 20 0 11f f \s, as" U5 0 0 w /V 166 08 C7 tp 6.6C} CR17;At 2 11�,_, \ � Ji SL 5 v, ni8 A 01 % n5 G @ Mo n3 'M l r :�! 898 , 3 ` ��/ 00 ti v. G /v /IJ L " Z_I�qil 1 0 0 U7 0 co, U3 (D y '75 X o p Co U6 /,_6 I I c�0 i14 (r7 4 0 7I� 6 N_, (12) X/ 0 Iyv w ;: rr"; ij ti; ,, �--\ \ �, ti;:- s..� / '\ -; 13 � 4- �.-:/ .� b �, �ti , ,�'` iry ) � , - 5 ,�" ----%, v g/ 0) 14 O.Vk'T N \z.1 G cy /X xamnom G MA E A 4� 51 2YO 16.074 U4 It I W a (D U4 N 436' v ,y//X le , ' 1 111-'l � 2 0 1 1 > "Rt 1 \X1 0 l9v \"a, X 'm 4,vnvqQ-,;7 ic 2.53' G E -5- L 1 31'37'40"' E w (2) • G 14' 124.23' zrn mz_i -t- TE PRIVATE PARK RE I EN I ION/DE & DETENTION X E I POND 3 Q)2 (Z) t5 FACILITY 1 742786'- j- -0 FACILITY POND 8f 37. I POND #5� 1. Y) 24.i4'___j > \ \\N LA E 5) N 5103, IX lt� :109.E 1'13.36"-_W ffl I xle., 1__,.�_, , Q 4 C4) Iz 0 Q ;`• \ - , �\ J& NA 4�40 fg -1/x I.R. N 42'21'23' LN 48' h7l, 'E-169.61'/ 1230a -11, 120451 108'. I - - i - .�, 1 1, -:b- �� A 0 =1 —_ — — N 41-115 00. �k, T N 42'21'22F r "(501 N v /4� (D o 0 G I \ ""`�>>�.. ou YR. FL\,.QODRLA'iN 0 L 0 7 ! 4322'x5": -E S DETERMI,KD Y\-,-, N 42-22-2 Cq-1, -1 — --- . 123.6.3-`11 39 LIP - _4 RAINAGE '-TNID 168.& (7 SIDE sou -TN: A 10 5 @ @ D LIF -1ATION UZ IV_ i L J 77 — — — —7 -- — — — — — =� — — — — — — jEia.?w 123.26' 2293 47 141.- 1.f X 119.11, 50.32 7' 1 / A /L 133.41 TEMPORARY 30' P.U.E. "� 1 i \ R S 420 23' 18 W 1138.50' CUL-DE-SAC YBULB FOR(410/417)- IZ I THE 100 YEAR FLOOD PLAIN AS DEPICTED ON THIS DRAWING IS BASED ON A DRAINAGE STUDY PREPARED FOR THE CITY OF COLLEGE STATION, AND IS NOT ADOPTED BY F.E.M.A. IN ANY WAY. '\-- ROYDER ROAD (PRESCRIPTIVE VARIABLE WIDTH R.O.W.) (PROPOSED 80' R.O.W.) SC&UHo 11' m nw, TURN -AROUND NOW OR FORMERLY MARY & WANDA LOSS TURNER (CALL03, ro. ED �4 CALED 50 ACRES) nnr7/_0"*% to=% r---% n rt um BUILDING SETBACK LINE N PROPERTY LINE EASEMENT LINE z P.U.E. PUBLIC UTILITY EASEMENT P.A.E. PUBLIC ACCESS ESMT. �'/W_71' PR.D.E. PRV. DRAINAGE ESMT. j x", PR.A.E. PRV. ACCESS ESMT. B.S.L. BUILDING SETBACK LINE 0 LOT NUMBER SHEET KEY 1 BLOCK NUMBER A COMMON AREA W ATM 7- &OLOR LIZ _CKI r PUBLIC R.O.W. COMMON AREA – COMMON AREA– DEDICATION GREEN SPACE ALLEY (MAINTAINED (MAINTAINED BY HOA)BY' HOA) I SURVEYED -BY: KERR SURVEYING, LLC 409 NORTH TEXAS AVENUE 111 BRYAN, TEXAS 77803 /%fit !fj PHONE -(979) 268-3195 SHEET 4 OF 4 910 1 Lv� p pi��ii�vT ULLI"XJISIO�`V 110.663 ACRES SAMUEL DAVIDSON SURVEY, A-13 JESSE BLEDSOE SURVEY, A-71 COLLEGE STATION, BRAZOS COUNTY, TEXAS LANDOWNER INFORMATION CREEK MEADOWS PARTNERS, L.P. c/o -OLDHAM -GOODWN GROUP, LLC 2800 SOUTH TEXAS AVENUE Ar SUITE 401 BRYAN. TX 77802 EMAIL Chris.rhodes0oldhompodwin.com FILENAME: 0547PP1A I SCALE: 1 100' 3800 SH Nol6 SOUTH., STE. 108G <77845> SUBMITTED DATE: 10/15/14 POST OFFICE BOX 9253 REVISIONS: 11/13/14 nmAumf m n KkA 0 COLLEGE STATION, TEXAS 77842 ur`^VVIN 1. R./A.Ivj. CHECKED BY: BRAD KERR EMAIL: ci :il@rmengineer.com FIELD BOOK: N/A N/A OFFICE - (979) 764-0704 RIME CONSULTING ENGINEERS I FAX - (979)''764-0704 CLIENT NO. PROJECT NO. d ITEXAS FIRIM, REGISTRATION No. F-46950 zbo u b 47"" 1 .0-11-11VIV JL M j_I.IVr_ LT_%7r_1MU —X— BARB–WIRE FENCE —Fm— FORCE MAIN —SD— STORM SEWER OHE— OVERHEAD ELEC. LINE w— WATER LINE ss— SEWER LINE 0 POWER POLE LIGHT POLE GUY ORE ANCHOR m WATER VALVE IN WATER METER L2J STORM SEWER CURB INLE1 ELECTRICAL TRANSFORMER GAS METER O MANHOLE 0 CLEANOUT 4 FIRE HYDRANT 0 TELEPHONE PEDESTAL BUILDING SETBACK LINE N PROPERTY LINE EASEMENT LINE z P.U.E. PUBLIC UTILITY EASEMENT P.A.E. PUBLIC ACCESS ESMT. �'/W_71' PR.D.E. PRV. DRAINAGE ESMT. j x", PR.A.E. PRV. ACCESS ESMT. B.S.L. BUILDING SETBACK LINE 0 LOT NUMBER SHEET KEY 1 BLOCK NUMBER A COMMON AREA W ATM 7- &OLOR LIZ _CKI r PUBLIC R.O.W. COMMON AREA – COMMON AREA– DEDICATION GREEN SPACE ALLEY (MAINTAINED (MAINTAINED BY HOA)BY' HOA) I SURVEYED -BY: KERR SURVEYING, LLC 409 NORTH TEXAS AVENUE 111 BRYAN, TEXAS 77803 /%fit !fj PHONE -(979) 268-3195 SHEET 4 OF 4 910 1 Lv� p pi��ii�vT ULLI"XJISIO�`V 110.663 ACRES SAMUEL DAVIDSON SURVEY, A-13 JESSE BLEDSOE SURVEY, A-71 COLLEGE STATION, BRAZOS COUNTY, TEXAS LANDOWNER INFORMATION CREEK MEADOWS PARTNERS, L.P. c/o -OLDHAM -GOODWN GROUP, LLC 2800 SOUTH TEXAS AVENUE Ar SUITE 401 BRYAN. TX 77802 EMAIL Chris.rhodes0oldhompodwin.com FILENAME: 0547PP1A I SCALE: 1 100' 3800 SH Nol6 SOUTH., STE. 108G <77845> SUBMITTED DATE: 10/15/14 POST OFFICE BOX 9253 REVISIONS: 11/13/14 nmAumf m n KkA 0 COLLEGE STATION, TEXAS 77842 ur`^VVIN 1. R./A.Ivj. CHECKED BY: BRAD KERR EMAIL: ci :il@rmengineer.com FIELD BOOK: N/A N/A OFFICE - (979) 764-0704 RIME CONSULTING ENGINEERS I FAX - (979)''764-0704 CLIENT NO. PROJECT NO. d ITEXAS FIRIM, REGISTRATION No. F-46950 zbo u b 47"" 1