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HomeMy WebLinkAboutDrawingsPARK u ­,t D 0 1ERALD IRRIGATION SCHEDULE p SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI 13 13 13 13 13 13 HUNTER MP ROTATOR - SELECT NOZZLE AND ADJUST 18 Q. T H TT TQ F RADIUS AS NEEDED TURF SPRAY, 4" POP-UP WITH FACTORY SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY HUNTER SVC -100 1 4 © SMART VALVE CONTROLLER, SOLENOID ATTACHED WATTS 007 DOUBLE CHECK ASSEMBLY 1.1/2" 1 BF MAX. FLOW RATE IS 7.5 FT/S. HUNTER PGV-151 1.1/2" 1 ELECTRIC REMOTE CONTROL VALVE, 220 PSI RATED PLASTIC GLOBE VALVE. HUNTER WIRELESS RAIN/FREEZE SENSOR 1 ws N MOUNT OUTSIDE ON EAVE FOR RAINFALL COLLECTION. F. D O M MANUAL BALL VALVE 1 O C•�,' 2" WATER METER BY CITY 1 � � 1 wis�Twt im 4' 6 131 4 41- ?A U o P AK IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21- r 1 -9 i DO NOT EXCEED 5' FPS OO 11" IRRIGATION MAINLINE: PVC SCHEDULE 40 o Q = 2 0 0 a _a Valve Gallout Q # — Vo Ive Number o #" # Valve Flow Vo Ive 51ze 0 PORTIONS OF THIS IRRI(5ATION PLAN d C ARE DIA&RAMMATIC FOR CLARITY. DO NOT INSTALL PIPES OUTSIDE OF PROPERTY LINES OR INSIDE CONCRETE AREAS GREATER SAP SCALE: N.T.S. r VERIFY ALL DIMENSIONS -" Submitals BY OF o:oDeD>e lk >oReaRaoRooaoo* INK ALAN oKINGeOao ® <Da�voRDDooRRa, � 1900 0� odLAL&V?91'1�1 ' G SC VALE; 112 " = 1'-0.. :..::.. ;. - ERIFY ALL DIMENSIONS • BRiccBwraRow ORABNFFDFDFONIXD VAlVEOG%RdfN6N GRADE CdIULANRDVEO WDFRGadalO DWAIECHECR VAIVFA9ENRLT DIXfGFBUDAt WREN IS�a('PIGtAa tRWR 04 dfIAPPRDVEO wAPPRDVf➢WDFRGRGWDDIFB%ICE Rw5FIR0E wArzRrNo UcaxxFcroas furneou_rta eoRwnxloa osuemnmoxs la IVAIVEPd BO%OIRY I'Aw01 HU MAADIVANE N(FR PGWIDIGb RF I NNI= AVrvu1N IPROLND VAEVEedt AFTER INftM1DAMRI fNNI GaADE FNpi GRADF I 1 1 DIRECTION OF WATER FLOW �i -41111- AUTOMATIC MASTER ( DOUBLE CHECK VALVE VALVE ASSEMBLY P.. M1 V I r - 7 , k :.-. e...: .... .. -. �. .. -. .. ... ......e > 3� .� raa e.y riv - k 5. ..r .ti w .. _. ..h.. �-a•., x.V �u :'-.-.> :�� .,. .� -, 1 1,. '7f� .. 2 n' �' i .� ? .M I g � M, '. SL ... Cta �y 1.,, u.' !r ,a 1 1.. ya iL�#.161�&*;t�.F�t.�_11,.�t�.::#1.,11>>lk''�..�.!I.x'.t.x��.�,air.�l!T«I.t.�l.1>u..�,�u.',�.�..#f�"��&iu4�!�i'?t�,+�.I'�sl.l'�.,�..$!�i'�d` i� �sw"'mk`�t.'I±i�.�r,S'9in�S:�YS� x�C. �:t�''.I:¢a'%'��"I«3'+�wi. idzni � r''i_.��ir♦RS,`Iu��11Y�J�:Idr�'iI$35.�ro(I*Fi�f�ln�' �6t ..�4��5�s's' i DRAWN _ CT CHECKED AK DATE 2-17-11 SCALE j 1/2" = 1'-0" JOB NO. LDG 10.016.11 SHEET L S AM OF 12' WATERLINE 'G CONCRETE SII 1 ,I wl 1 m2 3 . 0 �y O LINE TABLE UNE LENGTH BEARING L1 2025 545°52119E 12 27.99 307°13'2TE L3 27.W S02°58'15V L4 38.27 $31°52'31N IS 20.89 S14-40'45-E L6 98,87 S55°12'48-E L7 3058 S14°16'14'E U3 40.45 506°33'25'E L9 26.45 S10-W45W L10 26.99 S20.21M3V L11 1927 S27°44UV L12 13.2E 50]°48'39'E L13 17.34 N86°0B'53'E L14 14.70 S58°2105-E WATERLINE AND SANITARY SEWER CHANGED SIDE OF STREET AND STORM SEWER SHORTNED UNPLATTED K.TA. INVESTMENTS 6a CITY OF BRY� S REMAIND CALLED 18.848 ACRE TRACT _ - 3899/309 __-- 04 ICOII :.w m �2�N.SWR.�.m5 N10 m11 N1 �135' LE mmWAUK E'SANS 8' AN.SWR. STM WR. IN Sow SD.ar SO.W =R G CREEK DRIVE 50-R0W 27'B-BHMAC 44' WALK 1 m2 ml '"' BLO 22 $21 Q20 ®19 Q18 917�41615 $14 013 $1T1 a10 09 0 8 07 15'%IE CL,VL TZONIN R-1SINGL FAMILY ESID. < 1'PUE -- --_ -_- --_ -__- --'- -- -�- -- -_-10'PJE 17 1-�l/ PHASE ONE GENERAL NOTES: \� 1. A PORTION OF THE TRACT IS IN THE 100 YEAR FLOODPLAIN, NOT FEMA DESIGNATED (FEMA MAP 48041CO201D). CREEK 2. PROPOSED LAND USE IS SINGLE FAMILY RESIDENTIAL AND COMMERCIAL. V 3. PARKLAND DEDICATION FEES WILL BE PAID PER LOT. . 4. NO RESIDENTIAL DRIVEWAY ACCESS WILL BE ALLOWED ALONG DECATUR DRIVE. 020 40 100 5. THE DEVELOPMENT COMPLIES WITH THE LAND USE PLAN. SCALE: 1'-6a 6. WHISPERING CREEK DRIVE WILL HAVE A 50-FOOT RIGHT OF WAY WITH 27-FEET BACK TO BACK PAVEMENT. 7. BEARINGS ARE DEED CALL BEARINGS OF THE CALLED 734.96 ACRE TRACT RECORDED IN VOLUME 1415 PAGE 74 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY. z 8. ALL COMMON AREAS & DRAINAGE EASEMENTS ON THE RESIDENTIAL TRACT WILL BE MAINTAINED BY A HOME OWNER'S ASSOCIATION. 9.) EACH RESIDENTIAL LOT WILL PROVIDE A MINIMUM OF TWO (2) TREES OF AT LEAST TWO INCHES (211) IN CALIPER OR ONE (1) TREE OF FOUR INCH (411) CALIPER PER ORDINANCE NO.3222. 10.) THE PROPERTY IS LOCATED IN THE SPRING CREEK SANITARY SEWER IMPACT FEE AREA (97-01) CURVE TABLE CURVE RADIUS DELTA LENGTH ITANGRNT CHORDBRG CHORD C11 25.W 59°34'49' 26.00 143T S7392'56V 24.84' C12 230.00' 30°25'1U 122.11 62.53' N61°2T04W 120.69 C13 280.00' 25°33DT 124.07 6349' N59°03'20'W 123.84' C14 25.W 42°4T4T 18,63 93T SSO-2901M 18.20' C15 48.09 33°03'43- 2735 1427' N45°23'29N 27.39 C16 49.61' 77°4ZOT 6728 3996 S80°36'0TW 62,24' C17 50.ar 46°2U28' 4.44 21AU S18°4422'W 39.35 C1B 25.ar 38°18'42- 1V72 8.69 N14°4T29'E 16.4V C19 2500' 9°52'43' 4.31 2.16' 1138°49'12'E 4.3U C20 25.00' 86°07'08' 37.58 23.36' N86°49'0TE 3494' C21 25.00' 89°5956- 39.27 25.W N01°14'3M 3536' C22 25.Gtl 89°26'05' 39.02 24.J5' SW°5T31T 3518' C23 25.W 90°19'42' 39.41 25.19' N88°55'22'E 35A6' � I � APPR0XItC1ATE 1 � ` 6 M-1 LIG T INDUSTPIAL WIDE DEWAUO I K.T.H. I LmT 1 BLX 2o'P0 ILO 3 Pu 41m5 m6 17 8 4 I� I 'EDP0a D 9' SAN. R. C1? L4 IDENTICAL - ACRES __-_--- N313°45'50°E \44347 20RUE� \ 23' ViDE CROSS AC EASEMED \, MAINTAINED BY L T 1 BLK APPROXIMATE ' 24' V 41-0CK LOT 4 UNDEA NDT t BETTER`DF{TAILOF \( FLOODPLAIN'RHE TO war LINEI 1 DETAILED STUD CURRENT ZONING GI COMMERCIAL \ \ ___ 620.-75� r____ STATIONlAAC UNPLATTED 15' WELBORN D 3.83 ACRE TRACT 3 J \ & COLLEGE STATII CURRENT ZONING C-1 C 6647/207 ATE FLOODPLAIN C \\ BETTER DETAIL OF FLOODPLAIN DUE 1 DETAILED STUDY WISED STORM NMENT & SEWER JK75 \SB it SEWER SANITARY ,I I I I 1 14 I, v j , I I r l I I KJI li -I L v M ITT I I II SIO III II yJI PI III 111 II j 13 � T it I I HONI II �,-III VI ) II 4S I r¢ I„ �y ELEC. IIII I I ' 11113II i 1 I 1 I 1 '.R SUPPLY 'S88`249 Ij'I' � III I I 1 I PHASE TWO PRELIMINARY PLAT BRAD KERR, R.P.L.S. OWNER- RESIDENTIAL TRACT 10.44 ACRES NOT FOR RECORD KERR SURVEYING COMPANY JC WALL, PIL INVESTMENTS, lLC 505 CHURCH STREET P.O. BOX 390 COLLEGE STATION, TEXAS 77840 M00DY, TEXAS 76557 SPRING CREEK TERRACE 979-268-3195 254-721-6179 14.19 ACRES OWNER- L0T I BL0CK 43.76 ACRES MICHAEL G. HESTER, P.E. FETAL PATEL, MANAGER ROBERT STEVENSON SURVEY A-54 HESTER ENGINEERING COMPANY #F-3476 MOV PARTNERSHIP 7607 EASTMARK DRIVE, SUITE 253-B 1724 HEATH DRIVE COLLEGE STATION, BRAZOS COUNTY, TEXAS COLLEGE STATION, TEXAS 77840 COLLEGE STATION, TEXAS 77845 979-693-1100 mhester@hester-engr.com 512-762-3557 SCALE: 111=60' MARCH 14, 2011 ow WATERLINE AND SANITARY SEWER CHANGED SIDE OF STREET AND STORM SEWER SHOTNED J APPROXI ATE 10 YEAR FLOODPLAI L-XISTING 12 WATERLINE - � K.T/.�. INVESTMENTS 60 CITY OF BRY N ELECTRICAL i I _ � �- ' -EXISTING CONCRETE SIDE L'k UNPLATTED I I URREN r�ZONING M-1 LIG T INDUST IAL SNIDE D REMAIND F CALLED 18.848 ACRE TRACT K.T.H. CO R IAL A DI O n 1 % 1 - 5' WIDE OF EDICATION - _- 1 ACCES�WAY (SIDEWALK) -� 3899/309 - 4 50 E _ _ �/ - L6T 1 BLOCK x.935 ACRES 43� 7/206 i FF - 50.00' 50.00' 50.00' 50.00' 50.0 ' - 50,00'- 50.00' 50.00' 50.00' 50.00' 50.00' 5 7.36' 6.00' =0.00' -5-0.00' 50.00' 0.0 ' 50.00' �-' 20' PU --. �_ �, I j 20' Pl� 1 BLO k 3 EXI ING 18 A R. 2 PUE 6 6� 5 j I BLOC 2 ---� AN.SWR. m / 4151 WALK I I J; I w N N N N G fV % N % N N O N N N m / N L 1 N 1 00 4 ' N 5 N N 8 V i! / rn oo ao Z 0o J co V co / co s co 00 ao 0o 00 1 3 0 - oo ao 00 00 00 00 � i! f )3 -I v 2 v 3 � f � � v v � � � � � N I oo �� w Z U � I co Q _ co y v rn to "-' cn �'- U w I o _ ry bob �i_` Cy S 5' EWALK I I I CNa o� = i N C17 16 m O SANS Rrsr). MANN LE (TY 8 AN.SWR. STM. WR. INLo - 1 1 PROPO D 8 SA WR.. C1 00 X6.99' 50.0 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' C21 C2 32.50' 72.31 1.05' 50.00' 50.00' 50.00' 40.87' � PRIVATE DRAINAGE Li - - I PROPOSED TM.SWR. ` I I t ' t 0 WHISPERKG CREEK DRIVE 50 ROW 27 B -B HMAC 11 -8 WAT / I ( /( �� I� Illi; EASEMENT & COMMON _�' __----------- - ----- -------------- -- - -- r Illil i(III AREA(APPROXIMATE) - - - - - 50 00' 31.46' O N - - 52.24 - - 50,00 - 50_00 - Z.00 00 0 50.00 50.00 00 _ 50_00_ - 50.00 _ 5 . 0 - 50.00 - 5 . . 17 - - - 65.49 _ - -.7 .54 - 50.00 - ($' PROPOSED 8" ATERLIN ANTI j ZONED -1 F4 HYDRAN N I HYDRAN i N 10)UE I I/ 0 - BLOCK 1 lPEOF Go I 0 PUE- N N � N N N N N N N N N N N N 1 N- ----/I N N N � ' ;� �\ � L9 o' 22 bo 21 11 bo 20 X19 co18 �� �1 1I'1 X10 g 8 7 I 6 5 q. 3� 2 �. �',,� o\0111f�1o/ 0 BETTER FLOODIPLAIN DUE ALLED •CR] ASE 2 ■ 1■� 66113/31 40 • LINE TABLE LINE LENGTH BEARING L1 20.25 S45° 52'05"E L2 27.99 S0701322"E L3 27.67 S02 ° 58'15"W L4 38.27 S31 °52'31"W L5 20.89 S14040'45"E L6 98.87 S55012'48"E L7 30.58 S14016'14"E L8 40.45 S06033'25"E L9 26.45 S10035'45"W L10 26.99 S20021'43"W L11 19.27 S27044'44"W L12 13.28 S07048'39"E L13 17.34 N8600853"E L14 14.70 S58021'05"E PHASE ONE GENERAL NOTES: 11. A PORTION OF THE TRACT IS IN THE 100 YEAR FLOODPLAIN, NOT FEMA DESIGNATED (FEMA MAP 48041 CO201 D). u'�_ KtlVIJtU JIUKIVI JLWLK -IDENTICAL HcLIbIVIVItIV I & JHIVI I HKY SEWER K.T.H. COMMERCIAL ADDITION I 1 BLOCKS 35 �CRES 437�Z/206 I I I IV I 20' UTILITY A EMENT 695X758 �1RRENT�fVING�CfiC6bHv1ER AL � I I I 1 06.29 50' ACCES (EASEMENT I I L. YICVYVJCU L/11VU UDI: IJ JIIVULC rY11VIILT ICC JIUCIV I IFIL F11VU L N 3045-5011 E I I n1_ 3. PARKLAND DEDICATION FEES WILL BE PAID PER LOT. 4. NO RESIDENTIAL DRIVEWAY ACCESS WILL BE ALLOWED ALONG DECATUR L2 2s'�R�ulE�J b Ii DRIVE. 23' uWDE CROSS ACtESSEASEMENT 5. THE DEVELOPMENT COMPLIES WITH THE LAND USE PLAN. � MAINTAINED BY L T 1 BLK 4 0 20 40 100 L4 \ � SCALE: 1"=6U' F \A/L.IICDCDINC ! DCCII f1DIVG \A/III UD\/G 4 �f1_C!l(lT DI(:I-IT !lC \A/DV \A/ITI-I �PPR(1XIMOTF \ I I I 27 -FEET BACK TO BACK PAVEMENT. 7. BEARINGS ARE DEED CALL BEARINGS OF THE CALLED 734.96 ACRE TRACT RECORDED IN VOLUME 1415 PAGE 74 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY. 8. ALL COMMON AREAS & DRAINAGE EASEMENTS ON THE RESIDENTIAL TRACY WILL BE. MAINTAINED BY A HOME OWNER'S ASSOCIATION. 9.) EACH RESIDENTIAL LOT WILL PROVIDE A MINIMUM OF TWO (2) TREES OF AT LEAST TWO INCHES (2) IN CALIPER OR ONE (1) TREE OF FOUR INCH (4 11) CALIPER PER ORDINANCE NO. 3222. 10.) THE PROPERTY IS LOCATED IN THE SPRING CREEK SANITARY SEWER IMPACT FEE AREA (97-01) CURVE TABLE CURVE RADIUS DELTA LENGTH TANGENT CHORD BRG CHORD C11 25.00' 59034'49" 26.00 14.31' S73032'56"W 24.84' C12 230.00' 30025'10" 122.11 62.53' N61 °27'04"W 120.68' C13 280.00' 25033'05" 124.87 63.49' N59003'20"W 123.84' C14 25.00' 42041'42" 18.63 9.77' S50029'01"E 18.20' C15 48.09' 33003'43" 27.75 14.27' N4502329"W 27.36' C16 49.61' 77042'01" 67.28 39.96' S80036'07"W 62.24' C17 50.00' 46020'28" 40.44 21.40' S1804422"W 39.35' C18 25.00' 38018'42" 16.72 8.68' N1404329"E 16.41' C19 25.00' 9052'43" 4.31 2.16' N38049'12"E 4.30' C20 25.00' 86007'08" 37.58 23.36' N86049'07"E 34.14' C21 25.00' 8905956" 39.27 25.00' N01014'30"W 35.36' C22 25.00' 89026'05" 39.02 24.75' S00057'31"E 35.18' C23 25.00' 90019'42" 39.41 25.14' N8805522"E 35.46' 6 L100 -YEAR FLOODPLAk �� WAT�R INE EXTENSIONS & DRAINAGE EASEMENT II I � 24" WATE LOT 1 LOCK 4 � {I � UNDERG ND TELEPHONE BETTER`DEJAIL OF� wAr '�iNE ExrENsioN I I � li � L FLOODPLAIN�B.UE TO t 7- Al - L9 L9 DETAILED STUDN CURRENT ZONING C-1 COMMERCIAL L10l �-------------- � 1)-20'PUE�- OVERNEADELEC.Ll � 620.75' 13 ��^�yV��Tryryry UNPLATTED 15' WEL�ORN WATER SUPPLY CALLED 3.83 ACRE TRACT 3 � I I COLLEGFSTAIJ9N�AA��rAC &COLLEGE TATION U 588/249 J 6llRRENT ZONING C-1 COMM COAL I 6647/207 APPROXIMATE FLOODPLAIN PHASE TWO PRELIMINARY PLAT TRACT 10 KERB SURVEYING COMPANY OWNER JC WALLDPIL INVESTMENTS44 C CRES N(DT F RECORD 505 CHURCH STREET P.O. BOX 390 COLLEGE STATION, TEXAS 77840 MOODY, TEXAS 76557 SPRING CREEK TERRACE 979-268-3195 254-721-6179 OWNER -LOT 1 BLOCK 4 3.76 ACRES 14.19 ACRES MICHAEL G. NESTER, P.E. HETAL PATEL, MANAGER ROBERT STEVENSON SURVEY A-54 NESTER ENGINEERING COMPANY #F-3476 MOV PARTNERSHIP 7607 EASTMARK DRIVE, SUITE 253-B 1724 HEATH DRIVE COLLEGE STATION, BRAZOS COUNTY, TEXAS COLLEGE STATION, TEXAS 77840 COLLEGE STATION, TEXAS 77845 979-693-1100 mhester@hester-engr.com 512-762-3557 SOLE: 1 11=60' MARCH 14, 201 1 o, o m 1 m2 m3 r Z m M II �$fi99' S0.0 50( /\ z 00 -: �ln - �L� of 22 m21 F� a Q Z I1 15 PUE o LU `-P3 1 I\L- T IVIrM- LINE TABLE LINE LENGTH BEARING u za.25 545°52o5'E --L2 2T99 507°1322T L3 27.67 S02°58'15'1N L4 3827 S31°52'3111 L5 20,89 514°404TE L6 LJ 9887 3059 S55°1248'E 514°16'14'E LB 40A5 SM-33.25-E L9 26.45 510°35'45'W LID 26.99 520°2WY3°\ L LIT—1917 S27°44'44°W L12 13.28 SW°4B'39"E L13 17,34 IN86°0853T 'L14 14)0 558°2T05'E WATERLINE AND SANITARY SEWER CHANGED SIDE OF STREET AND STORM SEWER SHORTNED K TA INVESTMENTS UNPLATTED 60'CITY OF BRYF REMPoND F CALLED 18.848 ACRE TRACT - 3899/309 ____- -_4,304 15011 S4M Sp➢�/ 3�➢J 10-W SPOJ 5- SDAY - - Y L Pu BLOC 2 -- , - Wa tim 5 m6 7 m 8 m 9- m m11 m1 �N13 F-I_ -SAN,S VR. MANH LE Y 8" AN.SWR: T STM. 5' WR.INLR WALK a s0.w' S0.00' sow 50.w z - CREEKDRIVE 5PROW27'13-SHMAC TRIC �'$URREIJ f ZONING M-7 LIG T INOUSTyIALPP d \ / ATE lob -YEAR FLOODPLAI CAL I- �'WIDED yEE���33 1 ACCESyWAY ISIDEWALI�) KWIDE O R IAL AbDIYII 1 BLOCK .935 ACRES 43; TING 18 AN R ' / 4 WALK-' - I ) 20 PLLI BLD K 3 PUE 6 67 5 o� 1 w2 Y 3 m41 5 6 im7 8 ( s /D -PRDS'SA . WR, n7 16 I m _ o 52'W 72311 t05' SIT5000' S000' 40,BJ'1� I l o PRO SEDa ATERLIN� V --- /^ o 10t-k ANT /� ZONED 1 RLHYDRANI 'C11 10 uE BLOC K1 I/ I �WAt u' ,� 0 PUE !19 m18 m 7 16 �15 m14 013 01 19 �10 9 8 -7 I µ 6 0 5/q4 3 02 m 1 �2 I 1';i - 1 BETTER OFT AIL OF a CI RRPR T ZONIN R 1 SING[ FAMILY END. < 1 PUE a JJN � W I C13 c 1 FLOOUPLAIN DUE TO 88 E 15TING WATLRL UP - 1 �- ------xia- -� -Cn ��P(� DETAILED STUDY sam -aw 10'PUE -544 -45 2 VV SI LWALK I 17 Saw TO ..Em 201 �4 3 �m ` _�__ n XISTING _ �__ 7402/ ' _ 'cHri -SFPoN -CREEK GARDENS'HA E� 9 / SE NG CRF. KTOW MF.SP ASE1 - ALLED 6241 AIR SPRING REEK Of f�OENS PHASE 2 uE 98 $$$$$$ 275- 6683/31 - C RRENT ZONING PD PLANNE DEVEL PMENT BLO 1 �m 5AR5�€RV.' 5 ��,,� 1t1 �� 16_ R'VISEDSTORM SEWER PHASE ONE IDENTICAL SEWER ENr&SANITARY �IK.T H COMMERCIAL ADDITION GENERAL NOTES: i 519,T 1 BLOCKI 35 ACRES 4379J206 1 'I v N� I 20 UTILITY y SEMENT 695x758 1 A PORTION OF THE TRACT IS IN THE 100 YEAR FLOODPLAIN, NOT FEMA �GIlRREpIT zoNI'G CCMMER AL � - \ Ni 1 DESIGNATED (FEMA MAP 48041CO201D) 006 29 so ACRES EASEMENT 1 ear - 2. PROPOSED LAND USE IS SINGLE FAMILY RESIDENTIAL- AND COMMERCIAL. �L N 3 4550" E 44347 . ' 3. PARKLAND DEDICATION FEES WILL BE PAID PER LOT. L2 4. NO RESIDENTIAL DRIVEWAY ACCESS WILL BE ALLOWED ALONG DECATUR 20 RUEJ \� �!I'II DRIVE. 23' WIDE CROSS ACLYSSEASEMENT - b ' D I L4 \ MAINTAINED BY LaT 1 SLK 9 x- ,hA, I -I I I D zo 40 100 5. THE DEVELOPMENT COMPLIES WITH THE LAND USE PLAN.11I ' ' m I 1 SCALE: 1'-60' APPROXIMATE \ �\ III -1� Z 1 6. WHISPERING CREEK DRIVE WILL HAVE A 50-FOOT RIGHT OF WAY WITH 6 100-YEAR FLOODPLAIIy WATLINE EXTENSION IA�11` III I 1 27-FEET BACK TO BACK PAVEMENT. &DRAINAGE EASEMENTL fib A 7. BEARINGS ARE DEED CALL BEARINGS OF THE CALLED 734.96 ACRE TRACT E DRECORDED IN VOLUME 1415 PAGE 74 OF THE OFFICIAL RECORDS OF BRAZOS a"`R 24°WATE NN�c- COUNTY. // I LOT STOCK \ II,I p0 I II 1 RO ND-- ( III 8. ALL. COMMON AREAS &DRAINAGE EASEMENTS ON THE RESIDENTIAL TRACT L I UNDERGII WILL BE MAINTAINED BY A HOME OWNER'S ASSOCIATION. BETTER'DEiTAIL OF I CD ) 1 [ FLOODPLAIE TO L WAr PJLNE I TELEPHONE EXTENSION _\ I �-U N 9ll1 1 9.) EACH RESIDENTIAL LOT WILL PROVIDE A MINIMUM OF TWO (2) TREES OF AT ` CURRENT ZONING C-1 COMMERCIAL � 11r` LEAST TWO INCHES (2") IN CALIPER OR ONE (1) TREE OF FOUR INCH (4") L9 DETAILED STUDIS -,y \ III `f-I L10 ` 20' DUE OVERHEAD ELEC. CALIPER PER ORDINANCE N0. 3222. 10.) THE PROPERTY IS LOCATED IN THE SPRING CREEK SANITARY SEWER \. L1a,� 620.75' III �I 6 11 i II IMPACT FEE AREA(97-01) !\-L13_-- ----'."-- UNPLATTED 15'WELBORNWA ERSUPPLY I, �UIII I, CURVE TABLE -) CURVE RADIUS DELTA LENGTH TANGENT CHORD SPA CHORD C11 25w' 59°3449" 26.00 143T 5J3°3Y56"1N 24.84 C12 C13 230.00' 280,00' 30°2510' 25°3305° 12211 124.87 6253' 63.49' N61°2]'04"W N59°03'20'W 12069' 123,84' C14 25DY 42-4142' INDS 9.77 S50°2901'E 18.20 CIS ADDS' 33°03'43" 27.75 14.2J' N45°93'29'W 27,36 C16 49.6T 77°4201' 67.28 39.96' iS80°36'OJ'W 62.24' C17 5000 46 2028' 40.44 21AU S18°4422-W 39.35' CIA 25w 381842- 16.72 BAD'' IN14-43.29-E 16.41' C19 L20 2500 25.00' 9 5243" (86°OJOB' 431 37.58 216' 23.36' N38°49'12-E N66°49'07'E 4.30 34.14' C21 L22 2500 25.00' T89°5956' 89°26'05" 39.27 39.02 PSw 24J5' NUI.14'3M S00°SJ'31'E 35.- 3598' C25 25.00' 90°19'42" 39AM 25,14' N95°55'22'E 35.46' 4 _ COLLEGESTAIION-MARKET EIT CALLED 3.83 C ACRE TRACTS \ CURRENT &COLLEGE STATIOIVU 58B/249 11 I 1 ZONING C-1 COMM KRAL \ 6647/207 r _ J APPROXIM_A EFLOODPLAIN III PHASE TWO PRELIMINARY PLAT BRAD KERR, R.P.L.S. OWNER - RESIDENTIAL TRACT 10.44 ACRES NOT F 0 R RECORD KERR SURVEYING COMPANY TIC WALL, PIL INVESTMENTS, LLC . 505 CHURCH STREET P.O. BOX 390 COLLEGE STATION, TEXAS 77840 MOODY, TEXAS 76557 SPRING CREEK TERRACE 979-268-3195 254-721-6179 14.19 ACRES OWNER - LOT 1BLOCK 43.76ACRES MICHAEL G, NESTER, RE, OCTAL PATEL, MANAGER ROBERT STEVENSON SURVEY A-54 HESTER ENGINEERING COMPANY HF-3476 MOV PARTNERSHIP 7607 EASTMARK DRIVE, SUITE 253-B 1724 HEATH DRIVE COLLEGE STATION, BRAZOS COUNTY, TEXAS COLLEGE STATION, TEXAS 77840 COLLEGE STATION, TEXAS 77845 979-693-1100 mhester@hester-engccom 512-762-3557 SCALE: 11'=60' MARCH 14, 2011 (���,��� \ APP XIMAT 100-YEAR FLOOD AIN -"7T- 1 E (STING 12 WATERLINE , 60' CITY OF BRYAN ELECTRICAL EXISTINL ONCRETE SIDE L'IC UNPLATTED K.T�I. INVESTMENTS SMENT 213/507 j URREN f�ZONING M-1 LIG T INDUST IAL 'WIDE Df$AINAGE &PUE 43 7/206 REMAIND F CALLED 18.848 ACRE TRACT K.T.H. COMMERCIAL ADDITI N 5'WIDE OF '6EDICATION __On i i I 1 ACCES$/WAY (SIDEWALk) IT ._ Y - 3899/309 - 4 50 E y _ _ i LI6T 1 BLOCK( �.935 ACRES 43� 7/206 DAYON CT �9. 5' i 50.00' 50.00' 50.00' 50.00' 50.0 ' 50,00' 50,00' 50.00' 50.00' 50.00' 50.00' �52'- - - -- -5-7.50'- " 7.36' I 6.00' =0.00'-5-0.00' 50.00' / 0.0 ' 50.00' 00' I--- ---- --- ---- --- -� ---- --- --- -- ---- --- ---- Q ----- -- --�- - - ---- --- --- „-- ' --� �2 � � I I 20' Pl� I BLOC, � 3 EXI ING 18 A .SWR. / \ I � 20 PU > _ 2 PUE 6 6�/265 - I BLOC ,2 \ 8 W .JERLINE I -m / 4 IDEWALK I I I� o O� I N N N N N N N N N N N N �m N I N ( N N N IN W (I / �z 5 6 7 8 9i�10 co11 �12 coQ 13 ®�. 1 2 i3 4 �� 5 6 7 w 8 ��9 1► ��, 1 � 2 � 3 --f v � � � .i � v v � N I oo I � � ) � �� / Q I cfl co _ oo y y rn U2 cn cn U n w I o No.5Qo6 oyD,S3U3 8 SAN SWR. I / 5' SI EWALK I`-' 1 I PROPp ED STM.S R. Q = O SANS R. MANH LEAu 8"AN. WR. o /�STM. S R. INLET( 1 i C17 C16 � b, OPOSED SAN.SW M 6.99' 50.0 50.00' 50.00' 50.00' 50.00' �550.00' 50.00' 50.00' 50.00' 32.50' 72.31� 1.05' 50.00� 50.00' I 50.00' 4 .$7C2 C Qo --- ----- ---- - - - -- __ __--- - \� - � / PRIVATE DRAINAGE p 0 \ 50 ROW 27 B-B HMAC�\ TON D R d�,,�,�I¢- II // EASEMENT & COMMC _ / I / _ Q - - ---- __ - - - - - - _ ------------ --- - -- -- -- - -- - - - - - - - - - AREA (APPRO) z 60 52.24' 50.00' 50.00' .00, 50.00' 50.00' 50.00' S0.00' 00' S0.00' 50.00' 50 00' ~ 50.0 ' CwU6' 70.4J 6. 50.00' 50. 0' 50.00' I1 / 0 - - -- 50.00 .4 C 4 Cpn 2 -___ - F-1R -DRAB T- _ _ _ - -- - -- FIRE YDRANT r. - - - I - I PR POSED 8" ATERLIN -i �" ZONED 1 �/ N I FIRE H DRANT � -- � i 5 S DEWALK ch i BLOCK 1I� I I I N N N N N N N N N N N N N N N I �N� N N N � � 1' �•,� , I 2 2 21 °° 2 0 °° 19 "l 8. `1 °°,16 °q'i \ °°14 °°1 `3 °° 1 '� °°10 9 °° 8 °° % °° ► 6 °° 5 4 °° 3/ °° 2 1 I �, 0 ao ao ao ao 0o 0o ao 00 ao ao co ao ao co ao ao ao 0o N 1 1 o I o 0 0 0 of o 0 0 0 0 0 0 0 0 / o f o 0 0/ o % 00 po C12 Q Z -15' PUE CI E T ZONING R-1 SINGL FAMILY ESID. < 1 PUE I I / TIN ��18 SAN. WR. _ C113 U I ErISTING WATERL NE 0 1 1 --------- --- ---- --- --- --- ---- ---------- --- ---- --- ---- ---i----1--,- --- -- --,----------- --- - W 78.16' 50.00' 50.00' 50.00' S0.00' 00' S0.00' 50.00' 50.00' 50.00' S0.00' 50.00' 50.00' 50.0 ' 50.00' 65.4 ' 71.59 50.00 50.00 50.000.00 84.68 ----- ---- ----_---�---- c=----- --- - - -- --- - --- ---- --- ----------I- -- �� \SPRIN CREEK GARDENS HA �'I S 4 3�0 5 3 2 EXISTING \ SPRING CRE K TOWN MES P ASE 1 2 ® 7J COM ON REA &PUE - (- CALLED 6 241 ACR S 10 PUE SI EWALK SPRING REEK G RDENS P ASE 2 iTloo UE 9835/295- C SIT Z NING PD PLANNE DEVEL PMENT 1 IT1oo SAN.SWR.-SERV: 1 " \ 0� 66 3/31 7402/ � 9 I N _ o� 1 5 10 16 17 0 D \� Ln ► ym mi& Fall a LINE TABLE LINE LENGTH BEARING L1 20.25 S45052'05"E L2 27.99 S0701322"E L3 27.67 S02 ° 58'15"W L4 38.27 S31 °52'31"W L5 20.89 S14040'45"E L6 98.87 S55012'48"E L7 30.58 S14016'14"E L8 40.45 S06 ° 3325"E L9 26.45 S10035'45"W L10 26.99 S20021'43"W L11 19.27 S27044'44"W L12 13.28 S0704839"E L13 17.34 N86008'53"E L14 14.70 S58021'05"E PHASE ONE ENT ICAO I D i \K.T.H. COk4MERCIAL ADbiTION v I I v ENERAL NOTES. / T 1 BLOCK( . 35 ACRES 4377/206 1 A PORTION OF THE TRACT IS IN THE 100 YEAR FLOODPLAIN, NOT FEMA _ 20 UTILITY ASEMENT 695;X758 RENT ZI ING�fi e6MI�tE AL ` � I DESIGNATED. �wA Q"i -- --n-C� ► ► I J I 2. PROPOSED LAND USE IS SINGLE FAMILY RESIDENTIAL AND COMMERCIAL. O 6.2 J 50' ACCES EASEMENT i I N 3°45'50" E 443.47' ( 11 . PARKLAND DEDICATION FEES WILL BE PAID PER LOT. - - - - - - - -- - - - - 4' NO DRIVEWAY ACCESS WILL BE ALLOWED ALONG DECATUR DRIVE. 6. THE DEVELOPMENT COMPLIES WITH THE LAND USE PLAN.'�RUE i I ' I � � I 6:-DAYTON DRIVE WILL HAVE A 50-FOOT RIGHT OF WAY WITH 27-FEET BACK 23' VkE CROSS AC EASEMENT _ i' I b i A PROXIMATE MAINTAINED BY L T 1 BLK 4 TO BACK PAVEMENT. ( 106-YEAR FLOODPLAIN � ► � � I � 0 20 40 - 100 7. BEARINGS ARE DEED CALL BEARINGS OF THE CALLED 734.96 ACRE TRACT & DRA GE EASEMENT I I m \ I I SCALE. 1 -60 RECORDED IN VOLUME 14'15 PAGE 74 OF THE OFFICIAL RECORDS OF BRAZOS \ WAT��RLINE EXTENSION \ II II I I I I COUNTY. / \ rT1\ 8. ALL COMMON AREAS & DRAINAGE EASEMENTS ON THE RESIDENTIAL TRACT WILL BE MAINTAINED BY A HOME OWNER'S ASSOCIATION. i MINIMUM OF TWO 2 TREES OF AT LOT 1 LOCK 4 24° WATE I ► II �` 9.) EACH RESIDENTIAL LOT WILL PROVIDE A U O �� �� li I i LEAST TWO INCHES (2) IN CALIPER OR ONE (1) TREE OF FOUR INCH (4) UNDERGRo ND TELEPHONE I I I II 1 CALIPER PER ORDINANCE NO. 3222. .0 WAT LINE EXTENSION 10.) THE PROPERTY IS LOCATED IN THE SPRING CREEK SANITARY SEWER IMPACT FEE AREA 97-01 CURRENT ZONING C-1 COMMERCIAL -1 20' PUE OVERHEAD ELEC. I► I II � I I I 620.75' \ III II L13 - - - - - UNPLATTED 15' WELBORN WA ER SUPPLY COLLEGE-.TATKON MARKE ACE . & COLLEGE STATION U 588/249 I I I I - -- - CALLED 3.83 ACRE TRACT 3 \ RENT ZONING C-1 COMM C`AL 6647/207 - \ II II I II I CURVE TABLE-,__ CURVE RADIUS DELTA LENGTH TANGENT CHORD BRG CHORD C11 25.00' 59034`49" 26.00 14.31' S73032'56"W 24.84' C12 230.00' 30025'10" 122.11 62.53' N61 °27'04"W 120.68' C13 280.00' 25033'05" 124.87 63.49' N59003'20"W 123.84' C14 25.00' 42041'42" 18.63 9.77' S50029'01"E 18.20' C15 48.09' 33003'43" 27.75 14.27' N45023'29"W 27.36' C16 49.61' 77042'01" 67.28 39.96' S80036'07"W 62.24' C17 1 50.00' 46020'28" 40.44 21.40. S1804422"W 39.35' C18 25.00' 38018'42" 16.72 8.68' N14043'29"E 16.41' C19 25.00' 905243" 4.31 2.16' N38049'12"E 4.30' C20 25.00' 86007'08" 37.58 23.36' N86049'07"E 34.14' C21 25.00' 89059'56" 39.27 25.00' N01014'30"W 35.36' C22 25.00' 89026'05" 39.02 24.75' S00057'31"E 35.18' C23 1 25.00' 9001942" 39.41 1 25.14' N88055'22"E 35.46' PHASE TWO Pig > PRELIMINARY I BRAD KERB, R.P.LS. OWNER -RESIDENTIAL TRACT 10.44 ACRES NOT FOR RECORD KERB SURVEYING COMPANY JC WALL, PIL INVESTMENTS, LLC '505 CHURCH STREET P.O. BOX 390 COLLEGE STATION, TEXAS 77840 MOODY, TEXAS 76557 SPRING CREEK TERRACE 979-268-3195 254-721-6179 OWNER -LOT 1 BLOCK 4 �J6 ACRES 14.19 ACRES MICHAEL G. NESTER, P.E. HETAL PATEL, MANAGER ROBERT STEVENSON SURVEY A-54 NESTER ENGINEERING COMPANY #F-3476 MOV PARTNERSHIP 7607 EASTMARK DRIVE, SUITE 253-B 1724 HEATH DRIVE COLLEGE STATION, BRAZOS COUNTY, TEXAS COLLEGE STATION, TEXAS 77840 COLLEGE STATION, TEXAS 77845 979-693-'1100 mhester@hester-engr.com 512-762-3557 SCALE: '1��=60' FEBRUARY 9, 2011 a�8�d� 130 ON CT KEY MAP LINE TABLE LINE LENGTH BEARING L1 20.25 S45 ° 52'05"E L2 27.99 S07013'22"E L3 27.67 S02 ° 58'15"W L4 38.27 S31052'31"W L5 20.89 S14040'45"E L6 98.87 S55012'48"E L7 30.58 S14016'14"E L8 40.45 S06 ° 3325"E L9 26.45 S10035'45"W L10 26.99 S20021'43"W L11 19.27 S2704444"W L12 13.28 S07048'39"E L13 17.34 N86008'53"E L14 14.70 S58021'05"E WATERLINE AND SANITARY SEWER CHANGED SIDE OF STREET PHASE ONE GENERAL NOTES: 1. A PORTION OF THE TRACT IS IN THE 100 YEAR FLOODPLAIN, NOT FEMA DESIGNATED (FEMA MAP 48041 CO201 D). 2. PROPOSED LAND USE IS SINGLE FAMILY RESIDENTIAL AND COMMERCIAL. 3. PARKLAND DEDICATION FEES WILL BE PAID PER LOT. 4. NO RESIDENTIAL DRIVEWAY ACCESS WILL BE ALLOWED ALONG DECATUR DRIVE. 2040 100 5. THE DEVELOPMENT COMPLIES WITH THE LAND USE PLAN. SCALE: 1"=60' 6. WHISPERING CREEK DRIVE WILL HAVE A 50-FOOT RIGHT OF WAY WITH 27-FEET BACK TO BACK PAVEMENT. 7. BEARINGS ARE DEED CALL BEARINGS OF THE CALLED 734.96 ACRE TRACT RECORDED IN VOLUME 1415 PAGE 74 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY. 8. ALL COMMON AREAS & DRAINAGE EASEMENTS ON THE RESIDENTIAL TRACT WILL BE MAINTAINED BY A HOME OWNER'S ASSOCIATION. L� 9.) EACH RESIDENTIALLOT WILL PROVIDE A MINIMUM OF TWO (2) TREES OF AT L9 LEAST TWO INCHES (2') IN CALIPER OR ONE (1) TREE OF FOUR INCH (4) L10 CALIPER PER ORDINANCE NO. 3222. L1l 10.) THE PROPERTY IS LOCATED IN THE SPRING CREEK SANITARY SEWER IDENTICAL SEWER \IK.T.H. CIMERCIAL ADDITION T'1 BLOCK1 35 ACRES 437-7/206 I 11� � J 1 v 20' UTILITY ASEMENT 695x758 I �6�1RRFNT'�fVING-Cfi e6b1ME AL-2;0� 06.2 9T ` 50' ACCES EASEMENT �---------N 3045'50"E 443_47'__ \� � I n L2 � 2��2UE� II I � II � I� 23' V�dDE CROSS AC EASEMENT L _ -- � �� Ian' � L4 DEASEMENT MAINTAINED BY L T 1 BLK 4 � m APPROXIM100-YEAR � WAT�RLWE EXTENSION& DRAINAG ,jgd \ I I I > � 1 � 24" WATE � LOT LOCK p ( � UNDERGR ND TELEPHONE � BETTER`DFEJAIL OF � i i � Ii WAT LINE EXTENSION FLOODPLAIWBIJE TO DETAILED STUD�� CURRENT ZONING C-'I COMMERCIAL 20' PUE OVERHEAD ELEC. 620.75' A i IMPACT FEE AREA (97-01) ���i�-L13 , ,.r. T,,, , .. �� .,.� UNPLATTED 15' WELBORN WA1�ER SUPPLY I I � � �� CURVE TABLE CURVE RADIUS DELTA LENGTH TANGENT CHORD BRG CHORD C11 25.00' 59034'49" 26.00 14.31' S73032'56"W 24.84' C12 230.00' 30025'10" 122.11 62.53' N61 °27'04"W 120.68' C13 280.00' 25033'05" 124.87 63.49' N59003'20"W 123.84' C14 25.00' 42041'42" 18.63 9.77' S50029'01"E 18.20' C15 48.09' 33003'43" 27.75 14.27' N4502329"W 27.36' C16 49.61' 77042'01" 67.28 39.96' S80036'07"W 62.24' C17 50.00' 46020'28" 40.44 21.40' S18044'22"W 39.35' C18 25.00' 38018'42" 16.72 8.68' N14043'29"E 16.41' C19 25.00' 9052'43" 4.31 2.16' N38049'12"E 4.30' C20 25.00' 86007'08" 37.58 23.36' N86049'07"E 34.14' C21 25.00' 89059'56" 39.27 25.00' N01014'30"W 35.36' C22 25.00' 89026'05" 39.02 24.75' S0005731"E 35.18' C23 25.00' 90019'42" 39.41 25.14' N88055'22"E 35.46' zr COLUEGF-�).L-9449N-MAK-kACE & COLLEGE STATION U 588/249 CALLED 3.83 ACRE TRACT 3 J ��IRRENT ZONING C 1 COMM CIAL 6647/207 \ \ II II II I \ APPROXIMATE FLOODPLAIN III I I BRAD KERR, R.P.L.S. KERR SURVEYING COMPANY 505 CHURCH STREET COLLEGE STATION, TEXAS 77840 979-268-3195 OWNER - RESIDENTIAL TRACT 10.44 ACRES JC WALL, PIL INVESTMENTS, LLC P.O. BOX 390 MOODY, TEXAS 76557 254-721-6179 MICHAEL G. HESTER, P.E. HESTER ENGINEERING COMPANY #F-3476 7607 EASTMARK DRIVE, SUITE 253-B COLLEGE STATION, TEXAS 77840 979-693-1100 mhester@hester-engr.com OWNER - LOT 1 BLOCK 4 3.76 ACRES HETAL PATEL, MANAGER MOV PARTNERSHIP 1724 HEATH DRIVE COLLEGE STATION, TEXAS 77845 512-762-3557 PRELIMINARY PLAT 14.19 ACRES ROBERT STEVENSON SURVEY A-54 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1"=60' MARCH 14, 2011 '�=��