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HomeMy WebLinkAboutDraiange Maps and Storm Swr Maps_Page_7\ te r, �•'�` f MEADOW LOOP. \ \ 141.07 L.F. OF 27 "0 BEGIN STREET 33 RCP (CL -3) STORM CONSTRUCTION - TIE TO �� SEWER 11 I EX ISTING PAVEMENT F H a ' / 30 i 29 1 / � "�' 1. �/ ' I I i STA. 0 64.20: BAKER MEAD LOOP = / I ' - �� • l � BAKER ISTA 1 +38.57 (22.00' RT.): OW LOOP EXTENSION ' BAKER MEADOW LOOP - ' - -- '• - ••� I T - - / JUNCTION BOX "J83" - SEE B /CS DETAIL D1 -02 1 l I - T------- T - - - - 0 30 60 STA. 2 + 7 / 23.56: BAKER r JJ I 15' P.U.E. MEADOW LOOP 10' P.U.E. SCALE. i^ = 3a 'P- 31.20' a° STA. 2 +48.99: BAKER \ 1 MEADOW LOOP EXTENSION 1 1 2s T /C 37,85' TYPICA a. ��\ I PROPOSED WATER l 24 I 23 I 22 T /pp `�\ \a. x \` l ' STR ET LIGHT OS 1 LINE SEE SHEET W 1 0 BRONZE FINISH) ' -01 I I 4' WIDE CONCRETE 8 I (o SIDEWALK -4' OFF BOC 21 �� "'•\ 1 _ I STA. 2 +94.56 (17.25' LT.): BAKER I C/L CURVE DATA #1: (SEE DETAIL SW1 - 02) O r $, \ a• _ MEADOW LOOP PC STA. 0 +00.00 Q ° CURB INLET "A5" PT STA. 5 +42.50 317,79' \ T /c - 3t 8.79 z+ 10 \- �+.. ' OPENING ) -SEE DETAIL 01 -00 R= 1,040.00' r, r, U) rn HPS 79' ��� 00 `` _ ( l - - - - _ I L= 542.50' I 10O dSTREET TYPICA 30' I 1 0 0 '�a,+.. -_ D= 29'53'15" BRONZE FINISH) Z / �� CHD =N 33 '0 " W- 536.37' J - - - - - -_ - -- J I L M. H. R10.0�"� `.``� `�( // - _ ' - � _ a, � •� JT� F.H. J B 58' 38" W //3 +0 -�'-• uu ,u -u T... O N 37'37'36" W 1,. // AKE ,MEADOW Q � OOP O 1 , A r N C, S PT STA. 1 +08.46 6 +00 N 48'48'38" W R =50.00 / 91 69' L= . I �- i I I I 35.28 L.F. OF 24 D =105' 04' 01" 4 CHD =N 15'0'24" E- 79.37' ' I r 1 1 i ' I ' I ADS (N -12) STORM 4 1 I -' I' I SEWER � I r - � --- -- - -- r 152.52 L.F. OF 27 "0 I I -- - - - ----- I M.H. l =° SEE SHEET ST -01 FOR Ll I I I I RCP (CL -3) STORM PROPOSED ' r- - - - - - - -- - -- + - - - -- -I r -- PROFILE OF BAKER I-J 1 II SEWER STA. 2 +88.32 (17.25' RT.): SANITARY SEWER "51" I I 27' WIDE HMAC STREET I MEADOW LOOP EXTENSION ' 15' P.U.E. 1 I BAKER MEADOW LOOP SEE SHEET S -01 I w/24" LAYDOWN GUTTER CURB INLET "A4" i I ' I (SEE DETAILS 15' P.U.E. I 1 ; ' C/L CURVE DATA 3:3: (10' OPENING) -SEE DETAIL D1 -00 I L ST1 -00 & ST4 -04) LJ PC STA. 1 +70.73 PT STA. 2 +43.78 I R= 50.00' i Q CH . z2 / 21 ; z0 19 1 18 17 L= 73.05' is 14 I 13 I tz 323 11 ' 10 I O i O i O7 R=N2'46" 79' 9" W -66.7 I I CREOK MEADOW$ =N l I I % 1 I j SUBDIVI$ION I 2A It o -b 6 ti SECTION 2, PHASE THREE ' BAKER MEADOW LOOP - PLAN VIEW - STA. 0 +00 to STA. 6 +60 SCALE: 1 " =30' CK T/C 317.32' Z d O 2 Li CL 5�� STA. 2--88.32 (17.2 ' RT.): (17'25' LT.): BAKER O W a STA. 0 +00.00 (15.50' RT.): + o 0 BAKER MEADOW LOOP w� 0 wo 331 331 TIE TO EXISTING JUNICTION I I N BOX "J92" T/C- 317.79' wo SOX / TYPICAL STREET W W CALL BEFORE YOU DIG Q W U / I CONCRETE APRON - SEE A M ADOW9LOOP / S /CS DETAIL ST2 -01 \ PRIOR TO CONSTRUCTION AND 11 SOLELY RESPONSIBLE FOR ALL DAN,IGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. Q a BENCHMARK DATA: cuENr wvoRMAnoN T.B.M. JL 60d NAIL LOCATED IN PAVEMENT AT THE NORTHWEST CORNER OF THE CREEK MEADOWS PARTNERS, L.P. c/o OLDHAM GOODWIN GROUP, LLC INTERSECTION OF ROYDER ROAD AND GREENS PRAIRIE TRAIL. (ELEV.= 296.31 ' - NAD 83) 2800 SOUTH TEXAS AVENUE C/L CUR A T.R.M. pg 60d NAIL LOCATED IN NORTH SIDE OF PAVEMENT OF GREENS PRAIRIE BRYAN, TX 77802 PC STA 0 +16.78 CURB INLET "A4" � BAKER ISTA 1 +38.57 (22.00' RT.): OW LOOP EXTENSION ' BAKER MEADOW LOOP - ' - -- '• - ••� I T - - / JUNCTION BOX "J83" - SEE B /CS DETAIL D1 -02 1 l I - T------- T - - - - 0 30 60 STA. 2 + 7 / 23.56: BAKER r JJ I 15' P.U.E. MEADOW LOOP 10' P.U.E. SCALE. i^ = 3a 'P- 31.20' a° STA. 2 +48.99: BAKER \ 1 MEADOW LOOP EXTENSION 1 1 2s T /C 37,85' TYPICA a. ��\ I PROPOSED WATER l 24 I 23 I 22 T /pp `�\ \a. x \` l ' STR ET LIGHT OS 1 LINE SEE SHEET W 1 0 BRONZE FINISH) ' -01 I I 4' WIDE CONCRETE 8 I (o SIDEWALK -4' OFF BOC 21 �� "'•\ 1 _ I STA. 2 +94.56 (17.25' LT.): BAKER I C/L CURVE DATA #1: (SEE DETAIL SW1 - 02) O r $, \ a• _ MEADOW LOOP PC STA. 0 +00.00 Q ° CURB INLET "A5" PT STA. 5 +42.50 317,79' \ T /c - 3t 8.79 z+ 10 \- �+.. ' OPENING ) -SEE DETAIL 01 -00 R= 1,040.00' r, r, U) rn HPS 79' ��� 00 `` _ ( l - - - - _ I L= 542.50' I 10O dSTREET TYPICA 30' I 1 0 0 '�a,+.. -_ D= 29'53'15" BRONZE FINISH) Z / �� CHD =N 33 '0 " W- 536.37' J - - - - - -_ - -- J I L M. H. R10.0�"� `.``� `�( // - _ ' - � _ a, � •� JT� F.H. J B 58' 38" W //3 +0 -�'-• uu ,u -u T... O N 37'37'36" W 1,. // AKE ,MEADOW Q � OOP O 1 , A r N C, S PT STA. 1 +08.46 6 +00 N 48'48'38" W R =50.00 / 91 69' L= . I �- i I I I 35.28 L.F. OF 24 D =105' 04' 01" 4 CHD =N 15'0'24" E- 79.37' ' I r 1 1 i ' I ' I ADS (N -12) STORM 4 1 I -' I' I SEWER � I r - � --- -- - -- r 152.52 L.F. OF 27 "0 I I -- - - - ----- I M.H. l =° SEE SHEET ST -01 FOR Ll I I I I RCP (CL -3) STORM PROPOSED ' r- - - - - - - -- - -- + - - - -- -I r -- PROFILE OF BAKER I-J 1 II SEWER STA. 2 +88.32 (17.25' RT.): SANITARY SEWER "51" I I 27' WIDE HMAC STREET I MEADOW LOOP EXTENSION ' 15' P.U.E. 1 I BAKER MEADOW LOOP SEE SHEET S -01 I w/24" LAYDOWN GUTTER CURB INLET "A4" i I ' I (SEE DETAILS 15' P.U.E. I 1 ; ' C/L CURVE DATA 3:3: (10' OPENING) -SEE DETAIL D1 -00 I L ST1 -00 & ST4 -04) LJ PC STA. 1 +70.73 PT STA. 2 +43.78 I R= 50.00' i Q CH . z2 / 21 ; z0 19 1 18 17 L= 73.05' is 14 I 13 I tz 323 11 ' 10 I O i O i O7 R=N2'46" 79' 9" W -66.7 I I CREOK MEADOW$ =N l I I % 1 I j SUBDIVI$ION I 2A It o -b 6 ti SECTION 2, PHASE THREE ' BAKER MEADOW LOOP - PLAN VIEW - STA. 0 +00 to STA. 6 +60 SCALE: 1 " =30' ��0t r � 1 607 EASTMARK DR., STE. 25OF <77840- 'OST OFFICE BOX 9253 'OLLEGE STATION. TEXAS 77842 ?MAR.: civil @=engineer.com DFFICE -(979) 764-0704 'AX - (979) 764 -0704 FEXAS FIRM REGISTRATION No. SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268 -3195 FAX: (979) 691 -8904 RKI DATE I DESCRIPTION 95% COMPLETE NOT FOR CONSTRUCTION REVIEW ONLY 6/8/11 PRELIMINARY THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF RABON A. METCALF, P.E. NO. 88583, ON JUNE 8, 2011 R IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. CK Z d O 2 Li CL 5�� STA. 2--88.32 (17.2 ' RT.): (17'25' LT.): BAKER O W a + o 0 CO w� 0 wo 331 331 ° _ N K LIJ m STOP! wo SOX w 0 Q W W CALL BEFORE YOU DIG Q W U N TEXAS ONE CALL SYSTEM m F-. Ld Z DIGGING) M ADOW9LOOP J w (AT LEAST 722 PRIOR TO Z INGI • TUB CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND 11 SOLELY RESPONSIBLE FOR ALL DAN,IGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. Q a BENCHMARK DATA: cuENr wvoRMAnoN T.B.M. JL 60d NAIL LOCATED IN PAVEMENT AT THE NORTHWEST CORNER OF THE CREEK MEADOWS PARTNERS, L.P. c/o OLDHAM GOODWIN GROUP, LLC INTERSECTION OF ROYDER ROAD AND GREENS PRAIRIE TRAIL. (ELEV.= 296.31 ' - NAD 83) 2800 SOUTH TEXAS AVENUE SUITE 401 T.R.M. pg 60d NAIL LOCATED IN NORTH SIDE OF PAVEMENT OF GREENS PRAIRIE BRYAN, TX 77802 ROAD APPROXIMATELY 342 FEET WEST OF 2 -24" RCP ROAD CULVERTS. CURB INLET "A4" FILENAME: 041371-0 I SCALE: AS NOTED PAN NO SUBMITTED DATE: 6 /8/11 1, REFER TO SHEETS GN -01 THRU GN -03 FOR CONSTRUCTION NOTES AND SPECIAL SPECIFICATIONS. DRAWN BY: R.A.M. CHECKED BY: R.A.M. 2 REFER TO DETAIL SHEET MD -01 & MD -02 FOR MISCELLANEOUS PAVING & FIELD BOOK: N/A I PAGES: N/A DRAINAGE DETAILS AND B /CS STANDARD DETAILS SHEETS FOR STREET, SIDEWALK, RME CONSULTING ENGINEERS PAVING & DRAINAGE CONSTRUCTION. CLIENT NO. PROJECT NO. 3. THE EXISTING UTILITY LINES SHOWN ARE IN AN APPROXIMATE WAY - LYI NO 202/260 - 0413/0426 UTIUTY MAPS WERE AVAILABLE, BUT UTILITIES ARE SHOWN BASED FROM MEETING(S) WITH THE UTILITY COMPANIES AND ABOVE GROUND UTILITY FEATURES, AS SHOWN. ST SHEET 7 OF 14 (10' OPENING) SEE DETAIL D1 -00 (1 OPENING) SEE DETAIL 1 -00 a i o m ln�� o 5 Y Y ° ° O M NO Y T /C= 19.64' RI = 319.70' 328 m Ozx voz m m ���-, 1 IIm 319 328 a -rS D oXO a a �OI-O +0.w F- gwXNO + b mr O �JZ Mw ~N OJaOJZ 3 +30 °ozW2 °W + O: n ° +3� °oi +'°pm W��n o 3.28 L.F. OF TRUCTURAL a s F d Y x 2 d ° m a s W d Y z � II a a a f W~ W BA CK --ILL w CEMENT 31 6 325 325 u s m l a ai m F I ~ x N m m¢ x 5 ABLIZED SA D BEDDING EXISTI= GROUND PROPOSED T/C GRADE - _ __ o CA F STREET ST1 -00 (RIGHT & LEFT) .. 322 F 24" =315.4 ' 313 , . , EXISTIN GROUND ®C /L 0 STREET - I 319 I 319 • 35.28 L.F. OF 24"0 ' ADS (N -12) STORM PROPOSED T/C GRADE - " • __ _- - - -�' - SEWER ST1 -00 (RIGHT & LEFT) _ - -- - - - -- - -- 316 - - 7=_ 1 - - -- - - -- 313 141.°7 L.F. OF 27 "0 152.52 L.F. RCP (CL -3) OF 27'0 STORM RCP (CL -3) STORM SEWER 310 SEWER 1 N-S L.F OF 310 87.00 L F. OF STRU TURAL NON -S RUC URAL 90.00 L.F. F STRUCTUR L BACKFILL El A KFI L BA KFILL ° o N N 307 M M M in b o a M s M in l o in 307 } 000. i0 ^� =. o In M i(1 O! M n °��l " Gp II ul .- GPM m II o .- M M pj °fir r-. u N O N N M1 10 N Q N In N N O O N M] w N o m m0 CII N} N F �II j7rr • I litr IA • I M1� IAN hhj�I� NJJN IA r1'� IA ell .'1 IAN r~ NN ,%1 II M II M 11 M II M II M II M II MNM II II 304 J N 0 +00 1+00 2 +00 3 +00 4 +00 5 +00 6 +00 RAKER MEADOW LOOP - PROFILE VIEW - STA 0 +00 to STA 6 +60 HORZ: 1 " =30' VERT: 1"=3' ��0t r � 1 607 EASTMARK DR., STE. 25OF <77840- 'OST OFFICE BOX 9253 'OLLEGE STATION. TEXAS 77842 ?MAR.: civil @=engineer.com DFFICE -(979) 764-0704 'AX - (979) 764 -0704 FEXAS FIRM REGISTRATION No. SURVEYOR KERR SURVEYING, LLC 505 CHURCH STREET COLLEGE STATION, TX 77841 OFF: (979) 268 -3195 FAX: (979) 691 -8904 RKI DATE I DESCRIPTION 95% COMPLETE NOT FOR CONSTRUCTION REVIEW ONLY 6/8/11 PRELIMINARY THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF RABON A. METCALF, P.E. NO. 88583, ON JUNE 8, 2011 R IS NOT TO BE USED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. CK Z d O 2 Li CL 5�� 00 L Ly � X Na C O W a + o 0 CO w� 0 wo m O �a Q Z N K LIJ m STOP! wo SOX 0 Q W W CALL BEFORE YOU DIG Q W U N TEXAS ONE CALL SYSTEM m F-. Ld Z DIGGING) J w (AT LEAST 722 PRIOR TO Z INGI • TUB CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES PRIOR TO CONSTRUCTION AND 11 SOLELY RESPONSIBLE FOR ALL DAN,IGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. Q a BENCHMARK DATA: cuENr wvoRMAnoN T.B.M. JL 60d NAIL LOCATED IN PAVEMENT AT THE NORTHWEST CORNER OF THE CREEK MEADOWS PARTNERS, L.P. c/o OLDHAM GOODWIN GROUP, LLC INTERSECTION OF ROYDER ROAD AND GREENS PRAIRIE TRAIL. (ELEV.= 296.31 ' - NAD 83) 2800 SOUTH TEXAS AVENUE SUITE 401 T.R.M. pg 60d NAIL LOCATED IN NORTH SIDE OF PAVEMENT OF GREENS PRAIRIE BRYAN, TX 77802 ROAD APPROXIMATELY 342 FEET WEST OF 2 -24" RCP ROAD CULVERTS. EMAIL: Jeremy®oldhomgoodwin.com (ELEV.= 342.19' -NAD 83) FILENAME: 041371-0 I SCALE: AS NOTED PAN NO SUBMITTED DATE: 6 /8/11 1, REFER TO SHEETS GN -01 THRU GN -03 FOR CONSTRUCTION NOTES AND SPECIAL SPECIFICATIONS. DRAWN BY: R.A.M. CHECKED BY: R.A.M. 2 REFER TO DETAIL SHEET MD -01 & MD -02 FOR MISCELLANEOUS PAVING & FIELD BOOK: N/A I PAGES: N/A DRAINAGE DETAILS AND B /CS STANDARD DETAILS SHEETS FOR STREET, SIDEWALK, RME CONSULTING ENGINEERS PAVING & DRAINAGE CONSTRUCTION. CLIENT NO. PROJECT NO. 3. THE EXISTING UTILITY LINES SHOWN ARE IN AN APPROXIMATE WAY - LYI NO 202/260 - 0413/0426 UTIUTY MAPS WERE AVAILABLE, BUT UTILITIES ARE SHOWN BASED FROM MEETING(S) WITH THE UTILITY COMPANIES AND ABOVE GROUND UTILITY FEATURES, AS SHOWN. ST SHEET 7 OF 14 - em- s--- o- ®---- - - - - -- ----- - - - - -- -- - - - -�1 SHEET 2 OF 4 o Soo 600 SECTION 1 (PH 1B) i SCALE: 1" m 300' ' SECTION 1 / 1 (PH 1A) 1 1 1 A. McMAHAN SURVEY, A -167 RAIRIE WEST 1 1 ' SHEET ' ' cc �W mU IC L Q O z cc A W UNE LABEL LINE TABLE BEARING BEARING 1. (0 /O.R.B.C.T.) DENOTES OFFICIAL /GEED RECORDS OF BRAZOS COUNTY, TEXAS. ' SAMUEL DAVIDSON SURVEY, A-13 i1 L2 L3 COMMUNITY PANEL NO. 48041C 02000, JULY 2, 1992 AND PANEL NO. 48041C 0205D, FEBRUARY 9, 2000, L4 1 r a j l 1 E( ON 5 i A ) J E L9 0 A L10 OF 0.676 ACRES. ALL OTHER LOCAL AND COLLECTOR STREET DEDICATION WILL CONSIST OF 61.38 ACRES IN TOTAL. L11 H 1 I SECTION 1 H 4) 2 j EC N ( 1 A ' SECTION (P ml 1 'SHEET 2 C SECTION 4 ____ SHEET 3 _ __ F " SECTION ' ' 1 PH 2 j 1 2 1 N 4 S TI 4 / H A) (PH SE ; 1 0 1 = SEC _ S (PH SECTION 1 B / 1) 1 > (PH �' EC y XS(PH01B)2 1 (PH " \ i a o 1 \ \ SECTION 1 B SECTION (PH 7 1) I /W V �w 110N 18 H 4 \ (PH 1) \ Q 10 1 lJ1 i__ _ S _ 3 OF 4� (� _ t _ _� _ \ E IO S(P OF 4 ui )3 P X (P O \ y SECTION 3 \ SEC 7 ) � cc \ < 1 1. ON 6 �PJ 0 SE P , (P 1 \ SECTION PH 1) WI 1 0 II J d' 1 1 1 1 1 ' SHEET ' ' cc �W mU IC L Q O z cc A W UNE LABEL LINE TABLE BEARING BEARING 1. (0 /O.R.B.C.T.) DENOTES OFFICIAL /GEED RECORDS OF BRAZOS COUNTY, TEXAS. L1 2. THIS TRACT DOES NOT LIE WITHIN THE FLOOD PLAIN AS GRAPHICALLY DEPICTED ON F.E.M.A.- FIRM L2 L3 COMMUNITY PANEL NO. 48041C 02000, JULY 2, 1992 AND PANEL NO. 48041C 0205D, FEBRUARY 9, 2000, L4 3. BASIS_ QE_ BEARING NORTH ORIENTATION IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS L5 OBSERVATION. L5 L7 4. ALL PROPERTY CORNERS ARE MONUMENTEO BY J" IRON RODS UNLESS OTHERWISE NOTED. US L9 5. RIGHT -OF -WAY DEDICATION OF ROYDER ROAD CONSIST OF 1,617 ACRES AND GREENS PRAIRIE ROAD WEST L10 OF 0.676 ACRES. ALL OTHER LOCAL AND COLLECTOR STREET DEDICATION WILL CONSIST OF 61.38 ACRES IN TOTAL. L11 6. 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. 7. THE EXISTING USE OF THIS TRACT IS VACANT /AGRICULTURAL, EXCEPT FOR SECTION 1A, PHASES 1 -2, SECTION 18, PHASES 1 -4, SECTION 4, PHASE 1 AND SECTION 5, PHASE 1 WHICH ARE CURRENTLY DEVELOPED AS MULTI- FAMILY AND SINGLE FAMILY RESIDENTIAL, RESPECTFULLY. THE PROPOSED USES ARE COMMERCIAL, OPEN SPACE, MULTI- FAMILY AND SINGLE FAMILY RESIDENTIAL IN COMPLIANCE WITH THE APPROVED MASTER PLAN. 8. ALL UTILITY EASEMENTS MUST BE CLEARED OF ALL BRUSH AND TREES, IMPLYING NO LANDSCAPING OR PERMANENT STRUCTURES WITHIN THE UTIUTY EASEMENT WILL BE ALLOWED. 9. FINAL PLATS FOR SECTION 1A, PHASES 1 -2 AND SECTION 18, PHASES 1 -4 (AREAS HATCHED) WERE FILED (VOLUME 8028, PAGE 250) PRIOR TO THE PREPARATION OF THIS REVISED PRELIMINARY PLAT, 10. THE EXISTING UNDERGROUND "ENERGY TRANSFER" GAS LINE IS NO LONGER ACTIVE AND IN SERVICE THE APPARENT 60' WOE EASEMENT WILL BE ABANDONED PRIOR TO FIUNG OF SUBSEQUENT FINAL PLATS WHICH ARE AFFECTED BY THIS EASEMENT. 11, UNLESS OTHERWISE NOTED PUBLIC UTILITY EASEMENTS LOCATED ADJACENT TO THE STREET RIGHT -OF -WAY ARE 15' MADE AND REAR PUBUC UTILITY EASEMENTS ARE 20' WIDE CENTERED ON THE COMMON REAR PROPERTY LINE OR WHOLLY CONTAINED IN SINGLE ROW PROPERTIES, 12, VARIATIONS FROM THE ORIGINALLY APPROVED PRELIMINARY PLAT (DECEMBER 10, 2007) ARE SUMMARIZED AS FOLLOWS: A. REDUCING THE DENSITY OF LOTS IN SECTION 5, PHASES 1 -3. B. RE- PHASING OF SECTION 4, PHASE 2 TO BE SECTION 4, PHASES 2A, 28, AND 2C. C. RE- PHASING OF SECTION 1C TO INCLUDE PHASES 1 -5. D. RE- PHASING OF SECTION 1C, PHASE ONE INTO PHASE 1A AND 19. 13. MODIFICATIONS PERTAINING TO THIS DOCUMENT AS COMPARED TO THE LATEST APPROVED PRELMINARY PLAT (NOVEMBER 6, 2008) INCLUDE THE RE- PHASING OF SECTION 1A, PHASE 4 INTO PHASE 4A AND 48 AND RE- PHASING OF SECTION 4, PHASE 3 INTO PHASE 3A AND 38. 14. BLOCK LENGTHS ARE ILLUSTRATED ALONG THE CENTERUNE OF THE PROPOSED STREET AS SHOWN ON THE INDEX SHEET. 15. THE EXISTING UNDERGROUND "ENERGY TRANSFER" GAS UNE IS NO LONGER ACTIVE AND IN SERVICE. NO EASEMENT WAS ON RECORD, 16. COMMON AREAS ARE NOT BUILDABLE FOR RESIDENTIAL PURPOSES. 17. DIMENSIONS SHOWN INTERIOR TO THE LOT, ALONG CURVES, ARE ARC LENGTHS. 18. THE 25' WIDE PRIVATE ACCESS EASEMENT (P.A.E.) SHOWN ACROSS LOTS 1 -4, BLOCK ONE, SECTION 1C, PHASE 1A AND 18 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. 19. THE INSTALLATION OF STREET LIGHTS WILL BE REQUIRED AND INSTALLED IN ACCORDANCE WITH SECTION T OF THE C.CS SUBDIVISION REGULATIONS. HOMEOWNER'S ASSOCIATION (HOAT- I. BUILDING SETBACKS ARE ESTABUSHED IN THE POD 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' 16' STREET SIDE 15' 15' SIDE 5' S' REAR 20' 20' 2. ALL COMMON AREAS ARE OWNED AND MAINTAINED BY THE H2O.A, SOME COMMON AREAS ARE WHOLLY ENCUMBERED BY A PUBUC UTILITY EASEMENT OR PRIVATE EASEMENT AS INDICATED IN THE COMMON AREA TABLE. 3. H.O.A. EASEMENT ACTIVITIES AND /OR INFRASTRUCTURE WILL BE REFERENCED IN THE COVENANTS, CONDITIONS, AND RESTRICTIONS OF THE SUBDIVISION. 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. EXCEPT FOR SECTION 1C, PHASES 1 -4. MAINTENANCE OF SECTION 1C, PHASES 1 -4, SANITARY SEWER SHALL BE THE CITY OF COLLEGE STATION, ONCE ACCEPTED BY THE CITY OF COLLEGE STATION. MAINTENANCE OF ALL ROADWAYS IN SECTION 1C, PHASES 1 -4. SHALL BE BRAZOS COUNTY, ONCE ACCEPTED BY BRAZOS COUNTY, ALL SIDEWALKS CONTAINED IN SECTION 1C, PHASES 1 -4, SHALL BE MAINTAINED BY THE CREEK MEADOW H.O.A. MAINTENANCE OF THE PRIVATE DRAINAGE AND DETENTION FACILITIES, COMMON AREAS (WHICH INCLUDE ROADWAY MEDIANS), PEDESTRIAN ACCESS WAYS, AND PARK LIGHTING WILL BE THE CREEK MEADOW H.O.A. 5. THE ALLEYS ARE DEDICATED IN COMMON AREAS AND SHALL BE PRIVATELY MAINTAINED BY THE HOA. 6. ILLUMINATION OF ALL STREET LIGHTS AND PARK LIGHTS SHALL BE THE FULL RESPONSIBILITY OF THE CREEK MEADOW H.O.A. W CONSTRUCTION STANDARDS & NOTES 1. WELLBORN SPECIAL UTILITY DISTRICT WILL PROVIDE WATER /FIRE SERVICE FOR THIS SUBDIVISION. ALL NEW WATERLINES WILL BE DESIGNED AND CONSTRUCTED TO THE LATEST B /CS UNIFIED DEVELOPMENT GUIDELINES, STANDARDS. AND SPECIFICATIONS, THESE WATERUNES WILL BE LOCATED IN THE 15' PUBUC 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 Q ILLUSTRATING SUCH. 2. THE PROPOSED STREETS WILL BE CONSTRUCTED TO AN URBAN SECTION WITH CONCRETE CURB AND GUTTER, O 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 O 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 3 STATION. 3. SANITARY SEWER SERVICE FOR THIS SUBDIVISION WILL BE BY MEANS OF A GRAVITY COLLECTION SYSTEM DESIGNED IN ACCORDANCE NTH THE LATEST 8 /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' PUBUC UTILITY EASEMENT LOCATED AT THE FRONT OF THE LOTS AND IN 10' PUBUC UTILITY EASEMENTS AS REQUESTED BY BTU. 5. WATER, SANITARY SEWER, AND STORM SEWER ALIGNMENTS SHOWN ARE FOR REFERENCE ONLY. A MASTER HYDRAULIC 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. SHEET 1 OF 4 PRELIMINARY PLAT f RECORD NOT FOR CREEK MEADOWS SUBDIVISION 214.862 ACRES SAMUEL DAVIDSON SURVEY, A -13 JESSE BLEDSOE SURVEY, A -71 COLLEGE STATION, BRAZOS COUNTY, TEXAS SURVEYED: MAY 23, 2006 1391 SEAMIST LANE <77845> POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil r@rmengineer.com OFFICE - (979) 690 -0329 FAX - (979) 690 -0329 CREEK MEADOWS PARTNERS, L.P. 0/0 TODD CARNES 230 SOUTHWEST PKWY EAST COLLEGE STATION, TX 77840 OFF: (979) 694 -4040 FAX: (979) 694 -4141 ILENAME: 0359PPI0 I SCALE: 1' -300' ;UBMITTED DATE: OCTOBER 16, 2006 I 12/10/07; 6/14/08; 10/20/08; tEVISIONS: 12/3/08 IRAWN BY: A.J.B. :NECKED BY: R.A.M. 'TEED BOOK: N/A PACES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 202 - 0359 L24 I S 50' 56' 13 E 26.67 1 L50 5 42' 55 37 E 24.25 L25 S 74' 41' 10" E 66.00 L59 S 47' 04' 23' W 11485 COMMON AREA TABLE L26 N 15' 43' 04" E 95.30 L70 S 42' 55' 37" E 50.00 AREA AREA 100% ENCUMBERED AREA AREA M BERED 1 L27 N 13' 27' 11 E 82.00 L71 5 35' 05 ' 3 E 30.15 LABEL (AC) BY EASEMENT LABEL (AC) ENT L26 N 76' 23' DO" W 7.10 L72 S 34' 16' 29' E 69.82 A 0.953 GG 0.161 L29 N 13' 47' 27" E 103.23 L73 S 44' 37' 24" E 112.16 B 0.108 P.U.E. HH 0.084 L30 N 73' 18' 17" W 59.29 L74 S 46' 49' 34" E 56.96 C 0.124 P.U.E. II 4.103 L31 N 13' 20' 41" E 50.96 L75 S 49' 01' 43' E 156.63 D 04588 JJ 1.709 L32 N 11' 14' 39" E 54.64 L76 S 52' 09' 05" E 128.50 E 1.40 KK 0.051 L33 N 8' 56' 08" E 54.60 L77 S 49' 01' 43" E 14.83 F 0.254 PR.A.E. PR.O.E. 00 0.203 .E. L34 N 8' 35' 58' E 145.00 L78 N 85' 58' 17' E 21.21 G 04760 PR.A.E. PR.D.E. OQ 0.172 .E. L35 N 10' 27' 42" W 38.94 L79 N 51' 34' 19" E 27.18 H 0.293 PR.A.E. R.D.E. RR 0.293 L36 N 79' 44' 44" E 10.00 L80 N 4 01' 43" W 28.28 1 04452 PR.A.E. PR.D.E. SS 2.373 PR.D.E, L37 N 79' 40' 25" E 15109 L81 N 85' 58' 17" E 28.28 J 0.076 PR.A.E. PR.D.E. P.U.E. TT 6.138 L38 N BY 16' 39" E 102.82 L82 N 40' 58' 17" E 30.00 K 0.817 UU 1.410 L39 S 70' 29' 41' E 22.31 L83 N 4' 01' 43' W 28.28 L 0.862 VV 0.154 L40 N 80' 53' 42" W 110.17 L84 N 40' 58' 17" E 132.17 M 0.091 P.U.E. ON 1.005 P.U.E. L85 N 48' 02 56 W 143.42 L41 N 45' 28' 42" W 38.73 ' " N 0.069 P.U.E. A' 0.107 P.A.E. L42 N 65' 15' 05" W 90.00 L86 S 41' 57' 04" W 300.21 0 0.510 B' 0.041 P.A.E. L43 N 74' 41' 59" W 1 128.82 L87 S 48' 02' 56" E 1]8,28 P 0.211 PR.A.E. R.D.E. C' 0.137 P.A.E. L44 N B3' 05' 05' W 87.74 0 0.391 PR,A.E. PR.O.E. D' 0.161 P.A.E. P.U.E. CURVE TABLE R 0.378 PR.A.E. R.D.E. E' 0.109 P.A.E. 5 0.257 PR.A.E. PR.O.E. F' 14452 PR.D.E CURVE RADIUS ARC CHORD T 0.082 PR.A.E. R.D.E. G' 0.701 LABEL (FT) DELTA (FT) BEARING U 04753 PR.A.E. R.O.E. H' 0.050 P.A.E. Cl 35.00 93' 58 27 57.41 N 4' 37' 12 W - 51.18 V 2.516 1' 0.011 P.A.E. C2 1004.93 47' 05' 23" 825.92 N 18' 49' 20' E - 802.87' V' 0.075 J' 0.948 P.A.E. C3 910.00 46' 35' 16" 739.93 N 18' 34' 17" E - 719.71' W 2.006 K' 0.135 P.A.E. C4 904.93 47' 05' 23" 743.74 S 18' 49' 20' W - 722.98' X 3.257 L' 0.086 P.A.E. C5 35.00 02' 17' 25" 1.40 S 43' 30' 45" W - 1.40' Y 5.893 M' 0.086 P.A.E. CB 50.00 67' 30' 16" 58.91 N 56' 46' 02' W - 55.58' Z 7.271 PR.D.E, N' GASS PR.O.E. C7 1355.00 22' 17' 18" 527.10 S 62' 04' 51' E - 523.78' AA 1.992 C8 9.00 60' 50' 55 13.78 N 59' 34' 50' E - 12AT BE 0.242 C9 7809.70 00' 47' 48" 108.80 N 79' 16' 31" E - 108.60' CC 0.131 CIO 534.00 07' 08' 17" 66.53 N 81' 42' 30" E - 66.49' OD 0.795 C11 1010.00 32' 34' 55" 576.36 S 25' 28' 09" W - 56843' EE 0.760 C12 1070.00 29' 33' 14" 551.92 N 18' 23' 00" W - 545.82' FF 0.228 40.47 N 79' 31 53 W - 36.19' 013 2s.oa 92' 44' J3' ' ' NOTE: THE COMMON AREA TABLE IS ALL OF THE COMMON AREAS FOR THE C14 325.00 11 23' 13' 64.59 S 59' 47' 26' w - 64.48' ENTIRE CREEK MEADOWS SUBDIVISION WHICH ALSO INCLUDES AREAS cis 50.00 132' 54' 11" 115.98 S 25' 28' 49' E - 91.67' PLATTED PRECEEDING TO THIS DOUCMENT. 018 945.00 27' 48' 13" 458,03 1 R 02' 22" W - 453.56' C17 1429.19 P.U.E. -PUBUC UTILITY EASEMENT 11' 22' S5" 283.91 S 38' 29' 21' E - 283.44' 018 281.00 10' 20' S5" 52.56 S 39' 28' 56" E - 52.49' P.A.E. - PUBUC ACCESS ESMT. PR. A. E. - PRV. ACCESS ESMT. PR.D.E. - PRV. DRAINAGE ESMT. I! SURVEYED KERR SURVEYING, LLC 505 CHU STREET, P.O. BOX 269 C COLLEGE STATION, TEXAS 77841 PHONE (979) 268 -3195 VICINITY MAP NOT TO SCALE / WALTER W. E RUOFF, JR. / 300.73 & W l o iYNN M. RUOFF N 43' 06 08" E " °'L'B "�E�' 1. RIGHT -OF -WAY DEDICATION ON THE SOUTH SIDE OF GREENS PRAIRIE ROAD WEST TOTALS 0.354 ACRE (15,416 SQ.FT.). J _ `'- s. z - - - - -- n // 2. RIGHT -OF -WAY DEDICATION ON THE NORTH SIDE OF GREENS PRAIRIE ROAD WEST TOTALS 0.322 ACRE (14,021 SQ.FT.). I \ pw pR Eo Lv l O� �O //7 OI a F$I O (PER A n ROYO \) an (CA J.,2 ORES) L� O - - CII) �g §� 1 / n• - nm� r l N 03' 34' 22" E / WALTER W. E RUOFF, JR. / 300.73 & W l o iYNN M. RUOFF N 43' 06 08" E " °'L'B "�E�' N 42' 39' 06" E — 496.70' s. z - - - - -- n - - -- - - - 3 - -�- - - -- P� / t OI a F$I O w L� O - - CII) �g §� AD�i �o c PH REE E, I �< 92.96' \1 / I / - - -� r� �� �.� - -� aax asao / SCOTT M &WA ELLIOT E 6.77 ACRES ADJ 1 ADJ 2 ADJ 3 ADJ 4 ADJ 5 ADJ 6 =MA NOw w EO ERLr OW OR E Ru Rlv W E RMERLV SN WILL o SA WE HUDLIN MATRON ° GRAYS ,TOMMIE ALLEN CHAg BERS LANE GAS V CO, AUGUS NE E. PALMISANO // P Fl (C-D 0,12B AMES) (vpL(cAUCO'zPACRES) sa> (cAUEO o- A acs) / (cn acRESI (vw.. P . zz51 & D�p_N D p.BB PCLMt c 5AN0 �/ � N I I P (4. A j u c n P ACES / Mi I Jv _ B b,• E / / se -g I / ?/ e I / / Q P k E 1B� to I I O W `."E T c / (g6 ACRES) 1 I 4J2 C I N 5 .. ' N 45' 55' 4z" E m 92 C 2' I IDD:l P E R DWARD � �I /\ I r e ® E C. & MARITA O'DELL ;2 II $s; N 5 z"I' azs2.aD' .DO' CH .1 iF .1 J, °LOE / O/ /• J" I I I I a I I (VpL, 1.1 (D 1 09.p l I.I 235'aZ "E r pJE 1. o o T� y �/ I wz 00 a w (ti / l z ax'SS a," d I 5 5,x . C-4 i bl'g1..E^ OI.Je fQ2 N �/ BZ.pO' 3 < I Ip'72' / 1 0'. / �I). DT ••F l l I C � 1 gyp'. N 4z55'ax" _— // / ' / PHA i O t 43 • � R 10 v HATCH /COLOR LEGEND • ea.J) E I Ns / ®� 1 a: ss,x d _,z•ssax° _ ,3T I C-4 /� Bbl' J• E / / F O expo' T ax.p0' I \ / PRIVATE PARK / I I I I I 'zz.a/ I I• I ry tz_5s,z" EI I f xpw ALVIN B & x / / , 7 I I /, I ea s,, 1 JEANIE V. COLD ,144.63 N I 6 I 2 / O / RETENTION/OETENT ON a ¢ 11 1 Q or z, eLpcx DNE _� - I O Q3 / FAGLITY I O I 1 I I( oL. sms_Pa us) PUBLIC R.O.W. COMMON AREA - COMMON AREA - -1 -_J I I Q, 4 DEDICATION GREEN SPACE ALLEY (MAINTAINED A& AG PER pT�ORAG Z I I \\ - sue - _ L. I O I _ - (MAINTAINED BY HOA) BY HOA) / P E 1A /� -- -- - E ADO / \\ (0 2 ACRS) R a7 'IB" E s - ' „ - - GFOE R QP nN ` �u.m "^ az• ss'az' -c a / L87 f•; - A42•svax "E / x / . / • I s h'a'le" E a 0 O O I O e7' /1/ rlryl / // z 3 P� 0 > 3 3 so - - - - -- - - - - -- - -- �'„� - -- I - T -- f= 1� O I 00 I ADJ 6 00 2, r SEE NOTE RM .._ ._ _ I 2 z - O I� 'Al =no \ -- - -- �- - - - - -- Eh o w =JJe.r I1. " SEE NOTE 2 - - - - -J L-- RsI� THIS SHEET E_h fou =JJZC ° - -- -- -- _- -_-__ -- -- J A. MaMAH SURVE A 11��— ' - -- _ _ _ _ _saF�t- EMISbNC 16JEtEPXONE _ _ _ L011il +� UAL – A VIi ONat„I�tVEYF _ 1 _ I fi _ _ ADJ1 aJ -x a iJ s K a- w, PuE ,ai L M,J°J_as , . ^ (Ja5 6JS) I GREENS PRAIRIE1 ROAD WEST I PH " I 1 (APPARENT EXISTING 55' R.D.W.) ( k (PROPOSED 80' R.O.W.) I N 44 09 00 W I I I as aR , • I J P s',R'Ir� JxbJ 1 . w 1 I.0 zp z'r zo F; _ I 2 O 1� - - _ 213.79' ( .. 1 //- 5B.p2� n l � w 1 ( .. D w �zO L,fi a/ s i S V I V - N,sR'n'• I pO� �a I DR N 3T 25' S6" W a I 1 ,2 m l 0 73 1 O I O G TOM TOWN SFS D 97.02' I afio9 a " J 7 $ I I I I UED RES)' RFE 2 N pA I I CRES) ® li gl n N, I I I I 49' 10' 54" E - _ADJ 3 N sn zSbB'• E I r I 10 o eO p'• E I I I m W L , F D I 1R 51.62' N 41' 43' 12" W P ° I ,Ip.op „ s.p', ,. 1 I I. -- �_ w 1• N — I D. �Pga 5E e I I O j io J I Q I K 1 Za.I O I S l o IQz a I I I 42' 08' 42" E — 100.1 I e 1 5 �� L L -- � 1 I '^ C (+•' 1.bs E I 1 I. ;" L _ I ' � Eo I 1 1 22.16 ADJ 4 ° I" N 5p•x.•p9" E LQ r 1 I I o - opo' �. " a.aD A. END ° O (BENi) I „ - fi. M 7p_p„ I I / © m 'I 13 1° " d SURVEYED BY: KERR SURVEYING, LLC N 00 28 1 ,7 'a 3 ` 41' ' " E N spy I _ QQ 1 / 1 L 5 LQ L 505 CHURCH STREET, P.O. BOX 269 d — D .pp o00 f JJ(� COLLEGE STATION, TEXAS 77841 V li 262.74 M I 1 17 1 r - ° = D /s h� I 1 PHONE (979) 268 -3195 I o e M Of I - - -- — 7 1 ®� ► - a ° I l `' l I I J /B. n. ' I I CURTIS L ae vTRUSTEE ijY. O /� L �I -_ 2' 11 / 1 i / , i i e v oo, r .po' �� 'IpOO ° 1 "o SHEET �F 4 (CALL , 5 ACRES) cF 51 1E,FPX 7 / ( - r fia. I/r R JJS —� N �� / ^52 I / N 6p0 p F I' T 5 ° � I B Q K ?• E aa. 9 p 02. z ;� 2 2D °2J 1 z A W ► I R I PRELIMINARY B5N 4 26 14 E \ x J5Oa" E sss9_ / $ I� ° / �.1- L71 B o.w. i i I a A J P m: I won p 6 _ D Dp r aiJ 7 J � I 53 1 21 jJ L - -- _ -- -- Y n.es J L el �� 1 ��/ _ _ v L A _� � R,pa ,� �J� ;� PLAT J pp r ,�o.ap f„ �_ a 42 / ,, .O I I N O 3(p a2- 1 8,- 05 T �� E I. NOT FOR RECORD 54 1 I I °°J I NSOa NS Zls'E "1 O 43 Yl r 1_ s oxo E On _ _ 22 r9 N N s p > I x w e, 1 O = 4a r� " I O ZR - 1 Capp ,9.p0' 14 1 w " "a, OF ° 00 Lrzodo reL r NE 1 f�„I /^®� IIIp 56 f - I 1 IOB.9x Nai4ZOJ" .xx'JS "E y I � , I _ H ~r - -L PEE. J /E'I.R CREEK MEADOWS - - - - \ M zN l OJV .1 I - 30 I , 33 �� T ,Tpop . SUBDIVISION �xEAALe£ I n W Ey .0 " I 1 57 I 11 24 I ,v I„ a, a�oo . E I S �wnl L �IryED'O �{ L - I P " J © 1 E%ISnn uRE 5_E „dpp -] vV e 1 / I a � �. 1 „a 8DA pN 214.862 ACRES I I �wm ao� �ro e • ' - I ° J I N s F PROx. P NE SAMUEL DAVIDSON SURVEY, A -13 3a JESSE I - Y I 1 . B �© QO I m 1 n I ncuepaN S.U.D.) ��tA ; . ,z,aJ I N az•,fi3 "E-I Lx 3B'u E IC z S O J $ e 7 I E S� - m L STATION, E SURVEY, B COUNTY, \ I' z L I COLLEGE STATION, BRAZOS COUNTY, TEXAS -A 4 S %4 m^' I J , ,o,op ,..1 'i ' w I I ) �I "3 1 -- , I c S< s 0 1 r I I SURVEYED: MAY 23, 2006 28 38 I I � P I _: ,iO.oB 1 .� 5 O.pO 1 35 1 I m 1 � $ I .� L _ w I J DIY 1' CI , ENT INFORMATION 26 O I I I �m ,' 1 � t ' 1 O V! I S CREEK PARTNERS, L. P, TODD ODD CAR CARNES . R O 1 1100 _ .1 4 I 11 1 ���� 1 I a 230 SOUTHWEST PKWY EAST .; o •'L ^.E U S s9n ipI v 63 _I t COLLEGE 979 STATION. TX 77 694 -4040 640 OFF \ \°'. mI. Y o a J9 E s ao•sen w , O rl ^ O I - - ~ �° N ( ) : E ju, I° W� 1 - I _ 1 yg I x 1 J 9 d 21 3 I r Ip.ap' 1 'l L FAX: 979 694 -4141 Z .e ,n 33 '�G oln 2O s PR.D.E I, 1 J 7 I io o E aiR 32 �' -= 34 I� _ ,R zRZR _I 1 © \ P DE 1 y E 8 12 I r I FILENAME: 0359PP2B SCALE. 1 =100' SUBMITTED DATE: OCTOBER 1 2006 L REVISIONS: -L - -- -M - - - - -- ,2/10/07; 8/14/ 10 /20/08; \ JOHNNIE WILBORN ESTATE I ~ "I 2 I I " J7 JJ E / r wl w S I 2 ` -J m -- sap ONS. 08; 10 (va, 7aJ y Pc sJS,) I x agzs a 1 .46 AC J Jp xa� II POST OFFICE BOX 9253 DRAWN BY: `- REVISIONS. 12 /3/ 08 A. J,B J . (cauco s. Jae A CRES) I zz,DZ R � I / w r" 1391 SEAMIST LANE <77845> / / F g3 I , g g `g - A.. / ° g 65 COLLEGE STATION, TEXAS 77842 CHECKED BY: RA.M. ( to ,8 A$ SB I 1 71 D. by 2 •t °�,'" $, z se 7 E mJ7s H 66 p O 1 O A ES) ' .7 q "4 1 1s Pn.oE 80 L8 / ¢ I S EMAIL: civil@rmengineer.com FIELD BOOK: N/A P 67 AGES; N/A 209. g Sp < \ � J _ w 68 fig - - - L u 8 � I I 1 lJas /sJ5) N 42 ' 25 02 E ?� ze p� s ; - - -- -. Q " - RME CONSULTING ENGINEERS \ Sl OFFICE- (979)690 -0329 CLIENT NO. PROJECT NO. $z O � ° ©' 2 CARgES ROQP r�. rz�cPXpxE FAX - 979 690.0329 n 74 L A 5 4 e B I L'J l;J ® 5 5 8 C. O 2 202 0359 PEO. RISER ( ) — 2e z •7a / p\p.. (so' R.o.. o a -e) � 1 I I "r �,N �•• / / , - -- -- -- - - -_ W - -� 74 �� I .Y O CI 1 Oj in In �� °P IRO6 <I �S/�\I , 1(2 cF o I � I 1sPts 1 77 Ia Ig 1 zo 21�x zI I I Pd'p O E - ` " 8 ^ / r a' +s•r D � O"i to O" _ 5 I - 'IZ I 4 ` E a \ a � s / / t - ;_. I " 76 I I.. x siia25az E ! x .o�sB n • o• 33 © 1 Ilm® Ymm I. O °a 15 11 JC N O n �I O j.. 31W R' I r r '�RCJ/ -'e.,. A s{L, Lxxwl_I Igu z3ns I _ /0 " % c.{ i1� ® 13 1 20 I I I 6 O I =1r -� r for z n ff.d L$ u € x' t0 r u °°° 1 oD ], o O � { h11 N ( K N I7I' 7 I rr.,a �„ �r- r- - s °cc• 1 t . z VR w�r r - \\/j C 169 1 14 _ ,2 B 01 1 ? �\I ^1 a'. ���* P s © ; \a I I y r 07..4 a 6 \ 1 I'\AA 10 � 11 2 / /•\ a $ �O > < \� q / ( \3M1 /� PRI uj F PHASE"E1E3aE --� 7 D- a / (35.70 ACRES) 1� ]3s� { -, PRIVATE PARK - -_"' / 1y1 \ RETENTION /DETENTION OO O\ \ I PONDTM P �. // / IN I d / C IS S S S ISO \ of i3 Q 3 Ir Q io� Ir Q Ia O IR a IR s \\ Q -O J L - J L __1 I - SUN - ] SUN Y, OK CT. �13 r i PRIVATE PARK . 8. DETENTION l I h. I FACILITY POND A4 I 1 20 ix' I I 77 lY � SO aOW O® I �L . 15 . 31'W 0 V ��W lio.c0 I N 0]{2a' f I IZU S9 I a7Z {•19- I O I m 6 '/ 1r.. 13 I I o L 5'al'a =t (7.81 I O I B ]0,0'10 W O 111.37 1 'r m 4 U4 I I 151 L Z I O \ 1 O 1 � ry { S / O \ 4 \ W \ 6 I � O ®/ O2 25 ' - " 1 ]A t LOT NUMBER p NaNE CK NUMBER En . msEP COMMON AREA x �r � / v 4 � / / m' � " - r \ • ,. I W a3r " iz 7 30•• E I 1a I - � I. . y^' n �� P / i / 3 8,,, ,'"" , T />a• / ®' 1 14 HATCH /COLOR LEGEND O?q_ / PUBLIC R.O.W. COMMON AREA - COMMON AREA - qP„ 1 '✓ zu ° / �g y ,�f : `' 2 " °' • srzos l s I I fA (MAINTAINED BY HOA) A BY PRIVATE PARK \ I RETENTION/DETENTION FACILI TY , DD - / ljais,O/ / OL 31 ° / f 1B I I ,"-711', rn ( POND 1 { A' / / 1 \ \ n �' v / ° / " r a? p . • , 4 yl >� 1= pH F i 4 �mro° , + / '8 / , r• f z1 I & (11.18 ACRES) ,. / a © _� .aBj vt4 �. .// Sr %� ' I d�'�y" �� 1 •0 ' ♦`/ \" s r e � \ i, ^° i4 T , '� [al6lBa° 1 7 \ Yn / n7 xD 2n/�' O O " I SURVEYED BY: KERR SURVEYING, LLC 505 CHURCH STREET, P.O. BOX 269 � � ;,�• O \ � �11� N �3� 1 � 1a+ \ �, PH SE 18 � °� �� � � �(� COLLEGE STATION, TEXAS 77841 O - �- , "s�� \ ay ` 3 {]' 3 ,+ \' x(7.5 ACRES to g v PHONE (979) 268 -3195 O B � = If \;, \°'© 5i 10'f- `-I'Y+' \ .\ \ \ OY =s0� ���\ y `�" 11511 N2' ;a °] SH EET OF 4 a) " e jO O� o ,�,_ a �\ o _ _ _ 3 1 M � 2 rs3u E_ 5�.9, saBB — ,a - • I � I . II \:: / ,- .° PRELIMINARY PLAT y n{ ARE rlovE .U.E. PRISEN • � � .+_-�— /C'� -^ '' f _ w� 77177 O ) W 1 C `rCd. = FlPE PPOJNEE NOT FOR RECORD ' N •� I JO EASENEr,T ENERGY 1PANSfFA / � �, / . � I OO ® � / uu .'* � 1 1 _ , {rla•]e w o D I , /// �• / 12 O I iz7{zT 1 I OF 1 °' W CREEK MEADOWS a''PHAS REE ° , / / /' /° / \ $ I 's7.o7 • x (_4.4 RES �// // / 2D' ..E. �/ / \\ - n I H a o J SUBDIVISION I ,,•4/ O 214.862 ACRES ACRES SAMUEL DAVIDSON SURVEY, A -13 JESSE BLEDSOE SURVEY, A -71 ` 8 , /// U' -.' - '• Qe c- I kn�xore 5J� COLLEGE STATION, BRAZOS COUNTY, TEXAS � O 2 \ ,� W-' N = ° a�' I I � � SURVEYED: MAY 23, 2006 -- CLIENT INFORMATION \\ PHASE ONE / / at .,cfl cY 4 _ (35,70 ACRES) / / 0 � � \ w oR . S £ \\ o .zP '' \ ['?276" 17Paa I O �,. a�eENTODDCARNESARTNE85. L.P. / / 1 /y \ 230 SOUTHWEST PKWY EAST 26 PR.D.E. O / / p \•' T •A 5 -, z I im39 l 8 COLLEGE STATION, TX 77840 1'7 5 OFF (979) 864 -4040 /'` \21/ © ] \ 5, /AK: (979) 894 - 4141 � E � ['ATee�"s O \ /'/ O �P� J , a. ' \ \„8 riR 7 s ial -5a I FILENAME: 0359PP28 SCALE: f' =100' 4 / — \ / \ S' ]o I C_onsu�r(n - 9 SUBMITTED DATE: OCTOBER 16. 2008 W IF REVSIONS: 12/10/07; 8/14/08{ 10/20/08{ O / O + 1 , ; , T • l 677 1391 SEAMIST LANE <77945> RWSIONS: 12/3/08 �3 \ \ 1e�,� \\ 1 9 EV E POST OFFICE BOX 9253 DRAWN BY: AJ,B. 4". COLLEGE STATION, TEXAS 77842 CHECKED BY: R.A.M. �°•. / / 1 . \ \ add 17 + \te r' - - -� w O / \ \ 8 18 ,5 a 14 ' I i7.le' N gr El\•lAlL: CiVil@fQlOnglneet.COm FIELD BOOK: N/A PAGES: N/A O �s m} / \ \ \1s RME CONSULTING ENGINEERS HASE 0 •�� O \ \ SE E IR O I ul — a5 -- pp d' OFFICE - (979)690 -0329 CLIENT NO. PROJECT NO. \ \~ ♦ :P�© \ A ES) I I tt Q4 I (� R FAX- (979)690 -0329 1 202 — 0359 PRIVATE PARK r 7 & DETEN ON I FACarcv w sr�• \ \ 2 4 \ O I \ \ :�`,� / / a►' / � O s/ ,b'i ` L' "° m I POND N4 1 \ 9 %oTP \ \ / / 4A, r �/ /( ��-- IF --O — ,�/ Q 1 ,\ O� •� 4 �\ q / \� PH , ti \ wy "" 0 : Q a 4 B ♦ \ 3 \ g. :t d \ / / //� \ 0 7 ® PRIVATE PARfF6 I - ` j Q Pv O \ \ ,o + as aa� \\ �L ` °/ / ",• �!e V2a ���. I I \ \ Q & DffAINACE ; 9 C 3 / I / B Y \ ,2 \ �� P ONE\ P t 1z z'- 60�E9 °'0�� 5; 8 \ \ ,z -a• " I 61 s4 m£ ° N /'•/�/ \ \'\Q I \ \ \ off, °e Q ° / ''/ , p ( � �� 3 6,P d, 7 \ \ �J PH 1B I of R.O.W. OED TION M. F.F.�300.00' I \ 4 O \ n JJ 1 O, \` \\ (9.9�' Z ( IN SECTION i3 HASE 2) s d/ JJ 8 n I 1 o.2az Ac °sae ,io \ /\ ,• a ,• \ �� F \\ c O i'6 \\ \ '%/ " 7 '�°8 13 q \ 3 I M 1 R.ON EDICATION a.zeAC. \ '�• , �� ® // \ 0 \\�' � \ \ °r \ a TO 1.371 AC (59,721 O.FT.) \ ° r \ �, •o I ` ,00 YR. FLOOOP I� ^;'' j O \ {� /I . ^ °O ,/ '4" B M RAYDER AD AS DETERMINED BY \ O/ DRAINAGE STUDY \ S V P E JJ 2 RESCRIPTIVE & VARIA E WIDTH R.O.W.) t5 \ I (VOL. 4119, 4377, P 120, 205) �0 F "\ \ (PROPOSED 80'1 O.W.) f \ \ \ Hi' ASE T4Y0 / / r m O 9 � \ J O � �. 14.12 ACRES) / z. 13 �— F/I. � A O /,y - - - -Y 0.76 AC. 1 N 0 / \ �6 �\ . // \��• \ O� IT 11 ) QD � 40 P A.E. EYJSTINC 12• — O 1 OG ATIGN P�< \ J ` �P \ / �PQ \ I { uFr siAnan - - / ,'ds +)�•' // / 110 ,� \ 3 •i,�"`\ 1D �! O / 8 -:7 / / 5 `e pi ?' �\ - < '� � •\ 1 \ \ 6 ° 1z /O \ \\ a �p7 I \ �, o Ar l ,� ) •`a Oa. '�\` O * , � • / \ 15 � Q g n \ N 1 I \ \ . 3 \ \ ;6 6 1 I \/� ,5 \ '9 Q�,4a, 3 �> •\ + �F Q / y1 � \ o§ PHASE ONE 'w n \ IQ 5. 80 ACRES) \\' . \�\ 8 s � 7 is 2 Kv� yv�/ \ \ U I PRIVATE PARK + ,� i ' + I °1 '� �� $'/ \ .�' Q2 E \ 9t &DETENTION FACILITY h)� = I .ONO p5 a \ \, ♦ , \ yJ, / m >m. 5 \ + d• O ©/ (D 13 4 I 0 N \ . ,p 00 J` o I II I \\\� Q + - -� \ ®'I j off/ 20 "�„ �1 r —� \ \ # 0 �`j ���� :I / PHASE All z2 \��� Q rvl a z7 u1 2B 9.76 TACRES) G — — S 42' 23 18 WW— 2583.88 1 100 YR. FLOODPLAIN AS DETERMINED BY THE 100 YEA F L O O D W GOS PLAIN AS DEPICTED x Ga c° r DRAINAGE STUDY ON THIS DRAWING IS BASED ON A DRAINAGE MARY & ANDA LOSS TURNER (vp.. aw, PG. 1eU STUDY PREPARED FOR THE CITY OF COLLEGE (cuLEG s° ACRES) 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.) T/ ® nm® 2!0 WADE n. o D95>'r I 1]50 - 3 ' , Sf.55' :� PHASE NE \ T O a (23 A ES)WI 1z II v,7 f J . a1^ 1:1� 1307io I.R O �= 10 ntl 71 Nls!OI ' -- \ •- JJv M' \ �\q� j UU 15 \ O Pr (23.27 ACRES) /':� 0 // I O' I TTp' ©° N 4041'e]' E I / IR t° )G rs ,�8 + 1. 6• PHA Tv1� 21 HATCH /COLOR LEGEND 1 2_w_ e eti �� x f2nn I^ 2.95 ACR I Is4 e 0 \ 21 w \, IsO:oz' 5 .ti 3,. �I PUBLIC R.O.W. COMMON AREA - COMMON AREA - ss - 6 Ig N DEDICATION GREEN SPACE ALLEY (MAINTAINED ` \ 3:',a'p ° II �, •) (D � 1 , ;� l�l. t 2J I I (MAINTAINED BY HOA) BY HOA) l RR Q. D L 20 F - I � �.�•� 6 EI W 'Y] 2Aae (yf �, ,oa.a% � � 0! I Q R 1 11 19 , :� 1I 1 �Q7 0 I I lose N Q7) N sri3w' Vl q!{ 11 1241] Pin k J ^/ \ 4 +y. °39•rs, � . ��. �a n n a ,J._ \ tip PRIVATE PARK 5 / y. / �✓�� r/ ' RETENTIDN/OEIENTION I "► 1 Ig I / 1'( 1A11UTY T SURVEYED BY: KERR SURVEYING, LLC 505 CHURCH STREET, P.O. BOX 269 COLLEGE STATION, TEXAS 77841 0 A � 7HA ®OOm \ :� v PHONE (979) 268 -3195 ONE Q.t'. ACRES) I �� SHEET 4 OF 4 l 13 15 � --I1 II 4 13 4e 12 R /- - laO —_ I i I 29.0 L+71� \/ " iio ao I 4�J6 q• e ,a �, , U 4 E PRIVATE PARK 34 PRELIMINARY 'd -- Ilea6 - 1s as �,i•, iG.aG I ') RETENTIO N TIO� I \ 4 15 I I O �'� FAGLITY /'�� Q2 I' zATe PLAT f_ (/ __ ' I 35 \ x15'�°y^ I IJB.92 IJe.25 \ \ 1 � 1000 1.20' O „ex• NQ 18 y O \�\ I ( 5 Iznll _ •4 !9 E_ NOT FOR RECORD O _ 1J80] -- — 490J IILv" - 5,1 I I 0309 1 17 2 � y \N ®O I AFC ONA _ _ R {03 59 1 z.,e I , I, 5 °N� - r / I /2-o: OF G Gso6195 :_ �- o CREEK MEADOWS 04 iu oe o Q z 'o �`, ®�8 3B • x 13•zz'JS• E RnO i , O ( \. .. Z - 39 - ' SUB DI V ISION I 12-21 4. Q2 w C7. a- I Q ` – '' m I+ 214.862 ACRES - - - -J - - - - - -- ` L - -- SAMUEL DAMDSON SURVEY, A -13 JESSE BLEDSOE SURVEY, A -71 p'"'' COLLEGE STATION, BRAZOS COUNTY, TEXAS 61N 1 ' 1111]) � SURVEYED: MAY 23, 2006 APPARENT 00' MOE ® CLIENT INFORMATION .G..' (I PP. -PPY �� I CREEK MEADOWS PARTNERS, LP. /y GENERAL NOTE 010) O ' (� I o/o TODD CARNES OUTHWEST If COLLEGE STATION. TX EA 7704° DL�.RYJ471 -�E � LJ LJOIJV OLJV , w I � � !'f+ FAX: (979) 94 -4040 6 (VOL. T1 0, P G. 417) J 979) 994 -4141 Ex �EwANS<ER / �8 s� s � Gonsr /t•(n E (Y1eP.J^S FlLENAME: 0359..28 SCALE: 1'm100' •9.P ): ` 9 SUBMITTED DATE: OCTOBER 16, 2006 1 REVISIONS: 12/10/07; 8/14/08; 10/20/08; 4J W 1391 SEAMIST LANE <77845> REVISIONS: 12/3/06 ADJ 1 ADJ DJ 3 ADJ 4 w POST OFFICE BOX 9253 DRAWN BY: A.J,B. COLLEGE STATION, TEXAS 77842 CHECKED BY: RAM, LOT 15 LOT 32 LOT 33A -T54 yr EMAIL.: civil@rmengineer.com FIELD BOOK: N/A PAGES: N/A (CNLEO 2.09 AC.) (OAU11 2.116 A0.) (GALLED 5.73 AG.) (calm 2.oe Ac.) W xow GR FGRUF .GP.' GR FGRxEm x5w oR Fo RME CONSULTING ENGINEERS WI x LUAM DAVID HEYMAN KENNY E. ELLIOTT WALTER E. HAISLER GARY B. & UNDA CANDY >� I OFFICE -(979 690 -0329 CLIENT NO. PROJECT NO. (NDL. 64,9. PG. -) ('AL 1555, PG. 27) 1— 410, P0. 417) 1 — — P0. J6) ) 8 L4 FAX - (979)690 -0329 202 — 0359 FINAL PLAT NOTES: ' 16' P.U.E. N1 1 NOW OR EORMERLY 1. (O /D.R.B.C,T.) DENOTES OFFICIAL /DEED RECORDS OF BRAZOS COUNTY, TEXAS. (8028/249) o' PR. D. E. \ ♦ JOHN MARTIN 3o SU 0 WARD / 2. THIS TRACT DOES NOT LIE WITHIN THE FLOOD PLAIN AS GRAPHICALLY DEPICTED ON F.E.M.A.- FIRM COMMUNITY PANEL NO. SECTI j 80%(1/249) LOT 10 / 48041C 0200C, JULY 2, 1992 AND PANEL NO, 48041C 02D5D, FEBRUARY 9, 2000. PH 1 ` (CALLED 4.72 AC.) 3. BASIS OF BEARING: BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ESTABUSHED FROM GPS OBSERVATION. (VOL 8, P 248) -N- y 4. ALL PROPERTY CORNERS ARE MONUMENTED BY 1/2" IRON RODS UNLESS OTHERWISE NOTED. 1 _3 ' 5. RIGHT -OF -WAY DEDICATION OF ALL LOCAL STREET DEDICATION WILL CONSIST OF 1.417 ACRES IN TOTAL r'. 0 .C1 // ♦ ^; \\ 6. WI ALL UTILITY EASEMENTS MUST BE CLEARED OF ALL BRUSH AND TREES, IMPLYING NO LANDSCAPING OR PERMANENT 'PTO, / w 1 ♦ ASE S �\ WELLBORN OAKS STRUCTURES THIN THE UTILITY EASEMENT WILL BE ALLOWED. / \ S (VOL 345, PG. 635) 60 J \(D; " r 0 120 7. UNLESS OTHERWISE NOTED PUBLIC UTIUTY EASEMENTS LOCATED ADJACENT TO THE STREET RIGHT -OF -WAY ARE 15' WIDE AND / O LOT 11 REAR PUBUC UTILITY EASEMENTS ARE 20' WIDE CENTERED ON THE COMMON REAR PROPERTY LINE OR WHOLLY CONTAINED IN J SCALE, 1" = 60' SINGLE ROW PROPERTIES. , \ �`,J� (CALLED 4.62 AC.) / 0. B, COMMON AREAS "C" & "J'" ARE NOT BUILDABLE FOR RESIDENTIAL PURPOSES, C bj. III y/ ♦, y 4 \ Ls / / O NOW OR FORMERLY 9. DIMENSIONS SHOWN INTERIOR TO THE LOT, ALONG CURVES, BEGINNING WITH "A ARE ARC LENGTHS. / S ` 9 : F /' 95 A e32 ' y, y 'a' ♦p° �' \ RS EDDIE R. & OR BRASWELL SS' 9 :. P �'®'`' ® ' \ \°o' ��' VOL, 1590, PG. 257) 10, THE INSTALLATION OF STREET LIGHTS WILL BE REQUIRED AND INSTALLED IN ACCORDANCE WITH SECTION 8.2.A.20 OF THE Y S J \ ^, ,�/ CoCS UNIFIED DEVELOPMENT ORDINANCE, h' / ` HOMEOWIJER'S ASSOCIATION 9J"F, Ah h 1. BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH THE POD REZONING PER CITY ORDINANCE 43079. THEY ARE GENERALLY '{• Q �(, \° /•, �� �`' J _ /, AS FOLLOWS: O \ ` y ry6 ^,,�9 •� /' ♦ O 3 x \\p / SINGLE - FAMILY MULTI- FAMILY FRONT 20' 15 Q 15' P.U.E. C2 ♦/ \ ' STREET SIDE 15' 15' �. / 15' P.U.E. /`\ ?9 °O k' 7 , ! \ o°. 16' P.U.E. (345/675) SIDE 5' 5' /00 \, rp s a. \', N s.,' / a` / REAR 20' 20' �\ �� `r0 16. 4 ' / 2. ALL COMMON AREAS AND PRIVATE ACCESS EASEMENTS ARE OWNED AND MAINTAINED BY THE H.O.A. SOME COMMON AREAS ARE WHOLLY ENCUMBERED BY A PUBLIC UTIUTY EASEMENT OR PRIVATE EASEMENT AS INDICATED IN THE COMMON AREA TABLE. \ry 1Q �/ ^ r ) S +B• u b0\�i / "�O� / 3. H.O.A. EASEMENT ACTIVITIES AND /OR INFRASTRUCTURE WILL REFERENCED IN THE COVENANTS, CONDITIONS, AND `\ � r( O � (/./ \ °o• s C RESTRICTIONS OF THE SUBDIVISION. / \\ ?p h p% 16 ; 4•/" \\ S '�S• + @ ♦ a'� \ + 4. MAINTENANCE OF THE WATER SYSTEM WILL I BE WELLBORN S.U,D. MAINTENANCE OF THE PAVING, DRAINAGE, SIDEWALKS AND `� \ / �'� ' \\�' °0• ��7 ix 10 �'� \ \ / 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, COMMON AREAS (WHICH INCLUDE ROADWAY . /� ,\ ?r 0 x n r 15' P.U.E. / J p 1 0� h 4 \ f MEDIANS), � PEDESTRIAN ACCESS WAYS, AND PARK LIGHTING WILL THE CREEK MEADOW H.O.A. �s 4 1 , 8 / \ R7• y 11 � \ .6 3/8" I.R.F. LOT 12 / -D' +\ ?r O 20 42'TYPICAL SIDE: y104 y \ (CALLED 4 9 AC,) 5. ILLUMINATION OF ALL STREET LIGHTS AND PARK LIGHTS SHALL BE THE FULL RESPONSIBILITY OF THE CREEK MEADOW H.O.A. . \ ' 8 �, •\ ' x EASEMENT -�. °d,`po. ,+ ♦ 12 CONSTRUCTION STANDARDS H NOTES 5 DETAIL / ` // // / 21 4 " /� hj J \�• NOW L. &MA OR FORMERL K HINES Y 1. WELLBORN SPECIAL UTILITY DISTRICT WILL PROVIDE WATER /FIRE SERVICE FOR THIS SUBDIVISION. ALL NEW WATERLINES WLL BE Jfi \\ 2 a�^ ^ ) + ? , .,i� / , \ GARY . DESIGNED AND CONSTRUCTED TO THE LATEST B /CS UNIFIED DEVELOPMENT GUIDELINES, STANDARDS, AND SPECIFICATIONS. THESE /�' e ( 0' fd, (yOl. 4171, PC. 19) WATERUNES WILL BE LOCATED IN THE 15' PUBLIC UTILITY EASEMENT AT THE FRONT OF THE RESIDENTIAL LOTS. THESE //' �' \ \�s• WATERLINES WILL PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS. A WATER /" v HYDRAUUC STUDY WILL BE PROVIDED ILLUSTRATING SUCH. • SO�. \ \ q 4 � 'Zj,'`. x A . 2. THE PROPOSED STREETS WILL BE CONSTRUCTED TO AN URBAN SECTION WITH CONCRETE CURB AND GUTTER INSTEAD OF A \ p /' 23 \ K OJ• e P 7 4 \ 14 TYPICAL RURAL SECTION NTH OPEN DRAINAGE DITCHES. THE STORMWATER RUNOFF IN THE STREETS WILL BE CAPTURED ANO +\ j0• \ rS yF ° s\ /i ♦ x pry \ O CONVEYED BY A STORM SEWER SYSTEM AND DISCHARGED INTO EXISTING OR PROPOSED DRAINAGE SYSTEMS. DETENTION FA CIUTIES \ x y v ) °' 9p d' J• „ WILL BE CONSTRUCTED TO CONTROL THE PEAK RUNOFF DISCHARGE TO PRE - DEVELOPMENT RATES. THE STREET ANO DRAINAGE / V / �j n � 4 ,4 7 �o pl �, �TYPICAIlSID♦ 15 SYSTEM WALL BE DESIGNED TO THE LATEST B /CS UNIFIED DEVELOPMENT GUIDELINES, STANDARDS. AND SPECIFICATIONS. ALL / \ 24 F,fC/ \'O ' q EAS€MM((EENT PAVING AND DRAINAGE IMPROVEMENTS WILL BE INSPECTED AND MAINTAINED BY THE CITY OF COLLEGE STATION. \ r 10' P.U.E. O N i \ f S l ''•, S DETAIL "A'" \ or 3. SANITARY SEWER SERVICE FOR THIS SUBDIVISION WILL BE BY MEANS OF A GRAVITY COLLECTION SYSTEM DESIGNED IN /' r //, ACCORDANCE WITH THE LATEST B /CS UNIFIED DEVELOPMENT GUIDELINES, STANDARDS, AND SPECIFICATIONS. THIS GRAVITY .'� \\ ?' h 25 "9 WILL �• COLLECTION SYSTEM ULTIMATELY DISCHARGE TO A REGIONAL LIFT STATION THAT WILL PUMP WASTEWATER TO AN EXISTING / 1 0 \ g :I• 'a' \ +S GRAVITY SANITARY SEWER SYSTEM LOCATED WITHIN THE CASTLE GATE SUBDIVISION. ALL SANITARY SEWER CONSTRUCTION WILL BE ' O \ pA O� 0 ' a 0. ice/ 1y7 5 , ♦ 17 2 \ *• INSPECTED AND MAINTAINED BY THE CITY OF COLLEGE STATION. / FUTURE 26 P.L. / \\ ' j 15' P.U. e�', Fy b1 y� ♦ 5 \ \\ 4. ELECTRICAL SERVICE FOR THIS SUBDIVISION WILL BE PROVIDED BY BRYAN TEXAS UTILITIES (BTU). THE ELECTRICAL SECTION 2, PHASE 3� SEOT�.ON2 � ' X'� �' \S6 DISTRIBUTION SYSTEM WILL BE LOCATED IN THE 15' PUBLIC UTILITY EASEMENT LOCATED AT THE FRONT OF THE LOTS AND IN 10' BOUNDARY LINE DATA PHASE TWO \ 5� o \ /; O � \' j' \ yj0 rA =4, 0h \ - - - - --- PROPERTY LINE -- --- - -- EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT P.A.E. PUBLIC ACCESS ESMT. PR.D.E. PRV. DRAINAGE ESMT. PR.A.E. PRV. ACCESS ESMT. B.S.L. BUILDING SETBACK LINE 1 LOT NUMBER 1 BLOCK NUMBER A COMMON AREA O P.U.E. COMMON AREA 5.00' 1 5.00' F T PROPERTY LINE I INI - - - - -J I L- - - - -- _ - - T10.00, _15' P.U.E. `R.O.W. LINE to . II PUBLIC UTIUTY EASEMENTS AS REQUESTED BY BTU. LINE BEARING DISTANCE ' \ d 2 9 L Ll N 19'18'40" W 44.99 \ ` 7.7 \� �`l ' k,� ' c '• s p' O 4 1 \ *? ' 19 \ �� CERTIFICATE OF SURVEYOR c L2 L3 N 22'11'31" W N 2594'22" W 44.99' 44.99' �p °J. \ gp \ / '•.. 0 � . \ d '•, r' STATE OF TEXAS L4 N 27'57 12" W 44.99 0 0 0 \ ,A 0 hj g2�' S s , LS N 3050'03 W 44.99' / �� ' �. \ i 2g G j% , 94 g / , ' \ 0 7 J \ P / ♦ 20 \ Ss60 / 6 2! �j\ � ♦ /,, / COUNTY OF BRAZOS L6 N 334254" W 44.911' ' . \ \ °,A, ? �'' \ I, BRAD KERR Registered Professional Land Surveyor No. 4502. In the Slate of Texas, hereby L7 N 16'2549 W 39'28'35 44.99 44.99 /' 43 .' \ x %0 0 \ ,�b' ( 15' P.U.E. certify that this plot le true and correct and was prepared from an actual survey of the LB L9 N W N 42'21'26" W 44.99' / �61 \ N'' ,2 \ F . yV \ \ s 9 2 property and that properly markers and monuments were placed under my supervision an the L70 '14'16 W N 45 11 44.99' 29 q �' \ 4 p'y, 95� 60^ O ./,' +. 3 11' I.R.F. \ / 9roun d. 1, N 48'01'29" W 45.111' \ , \ i g0 �'' 60•,20 p °.A• 'S6 / \ \ L12 L73 N 40'5817 E N 4058'17" E 18.51 70.OD' �'' \ N \ , L14 L15 N 8558'17" E N 40'5B1 E 28.28' 30.00' \" /a' _ �,' / 30 / :Y y \\ U UB 3p• I 55 © ♦ pr 1fi N 4 1 43' W . 2 ' 28 \ / \ 63 29 : o \ SECTION 2, PHASE 3 \ fi 15+���ss BRAD KERR, RPLS No. 4502 BOUNDARY CURVE DATA 31 p S O�,a. CURVE RADIUS ARC LENGTH DEL TA ANGLE CHORD BEARING CHORD LENGTH \ 66' < j;h0p ;w. S 20' P.U. E yp = / \ ♦ SURVEYED BY: KERR SURVEYING, LLC 505 CHURCH STREET, P.O. BOX 269 Cl 015.00 8.64' '03'08" S 18'2349" E 18.6a' SECTION 2, PHASE 3 INTERNAL CURVE DATA 32 \ - / ^ 6AT4 (9583/14 u W 3� II'' p f D ♦c;` ; `S'0,�, (� COLLEGE STATION, TEXAS 77841 CU 1010050 AR* DE2953'15 E N335'00 CH0 5234 E 8' GTM \''� / �t \\ N6g�00'E� 00 ''7x0A # \'° � SEC ION 2 I ®q , / \� PHONE (979) 268 -3195 C2 2 25.00' 3 39.37' 9 9D13'OS" S S86 W 3 35.42 / /' ��,7'0. i is ��4� PHA6E iB I I IN P.U.E. PUBLIC UTILITY EASEMENT P.A.E. PUBLIC ACCESS ESMT. PR.A.E. PRV. ACCESS ESMT. PR.D.E. PRV. DRAINAGE ESMT, HYDROLOGIC SUMMARY -- -- __ COMPOSITE CURVE DRAINAGE AREA NUMBER Tc AREA (AC) Cn(wtd) (MIN) Pult 13.8 86 23.3 R A I NFA E D.A. Pult ecA►.e: ry =too' 2 41.77 _ I u 5 63.12 10 78.17 25 90.68 50 108.10 _ OVERLAND SHEET 100 122s7 D =160' GENERAL NOTES: 1. THE CONTOUR DATA SHOWN IS BASED FROM A TOPOGRAPHICAL SURVEY PERFORMED BY VANNOY & -- - -- - ASSOCIATES, INC. RUNOFF WERE FTT DETERMINED BY VA EMPLOYING THE --- - -- - - -- -- I SOIL CONSERVATION SERVICE (SCS) TECHNICAL RELEASE No. 20 (TR20) AND THE NRCS WEB SOIL SURVEY / ) FOR ALL DRAINAGE AREAS. o I FLO PATH CHANNEL FLOW D =1 884' I 1 v / A =-f3 j,-A / •'� aaaaa I I I � I LTIMATE CONDITION DRAINAGE AREA MAP OF - CREEK MEADOWS - - — — _ _ .__ _ _ _ _ — SECTION 2 PHASE 1B — — — _ _ _ — °. — — __ cs — r „ SAMUEL SURVEY, A -13 cs _ COLLEGE STATIONION, , BR AZOS COUNTY, TEXAS CLIENT INFORMATION es e 1 ` ^5 CREEK MEADOWS PARTNERS, L.P. 3988 GREENS PRAIRIE ROAD _ �" -� - / I I COLLEGE STATION, TX 77845 L / _ _ _ _ _ I OFF: (979) 690 -8833 �� / / �'�G , / M� FAX (979) 690 -6214 / // / ^ a EMAIL: todd®creekmeadowe.net FLOW PATH CHANNEL FLOW Consu /r/ny Ev�ineers R ENAME:0316X3A S l' -10W D =273, I 1391 SEAMIST LANE <77845> SUBMITTED DATE: AUGUST 11, 2009 _ _ . —/ )) / ✓ / I POST OFFICE BOX 9253 REVISIONS: COLLEGE STATION, TEXAS 77842 DRAWN BY: RAM. lc - - /�- EMAIL: civil@mengineer.com CHECKED K; R.A.M. 979 690 - 0329 FIELD BOOK: N/ S PAGES: N OFFICE - ( ) RME CONSULTING ENGIN �� /� `� • / _,/ ✓ FAX- (979)690 -0329 CLIENT NO. PROJECT NO. TEXAS FIRM REGISTRATION No. F- 004695 2 — 0316