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HomeMy WebLinkAboutEmerald Ridge Estates PPBLEYL. ENGINEERING VICINITY MAP NOr TO SCALE LEGEND 100 YR FLOOD PLAIN ZONED AE SUBDIVISION ONE PHASE ONE PROPERTY ONE - - CITY UMITS EXISTING ZONING (03) GENERAL SUBURBAN EXISTING ZONING (R) RURAL EXISTING PROPERTY ZONING PHASE II - GENERAL SUBURBAN PHASE III - GENERAL SUBURBAN(GS) PHASE IV - RURAL (R) PROPOSED LAND USE: PHASE 11 - SINGLE FAMILY RESIDENTIAL PHASE IIIA SINGLE. FAMILY RESIDENTIAL PHASE IIIB - SINGLE FAMILY RESIDENTIAL PHASE N - RURAL. SUBDIVIDER/RECORDED OWNER: EMERALD RIDGE ESTATES, LTD 1722 BROADMOOR DRIVE, STE. 212 BRYAN, TEXAS 77802 (CAS) h J. GARLAND & LAURIE WATSON, JR.� 2108 BEM OAR COLLEGE STATION, TEXAS 777845 QJ PANE ENGINEERENGINEER• BLEYL ENGWEERING 1722 BROADMOOR, STE. 210 BRYAN, TEXAS 77802 / SURVEYOR: KERR SURVEYING, L KER N. TEXAS AVE., / P.O. BOX 269 BRYAN, TEXAS 77803 / DATE OF SUBMffTAL• SEPTEMBER 11, 2019 BLEYL ENGINEERING \ N/F \ BRAZES TRACE RANULO CH / CALLED TRACE 1, 1J RE.0 (ICL) TRACT 81, 1720 ACRE 99/ 151136 PROP 15. PAE \ /f.. (R) NOT PLATTED \� (RI \ /f INTERPOLATED BEE CREEK 100YR E7TW8 �. J FLOODI PLAT 9919/1Is /� BASED ON BASE FLOOD ELEVATION , PER FIRM MAP N0. 48041C0310F, REVISED DATE: 04-02-2014 \ \ TAT 2M \ \ sY LOT tYA YlLDT1d1 CARTER CREEK COLLEGE STATION CITY LIMIT N/F J. GVt1,04D WATSON. JR. AND IAURIE QUINN WATSON GALLED W.282 ACRE TRACT 3005/335 NOT PLATTED f s / SHEET 5 / EMERALD RIDGE ESTATES / PHASE IV APPROXIMATE LOCATION OF SEE CREEK 100 YR FLOODPLAIN PER FIRM MAP NO. 48041C0310F, ZONED AE / / s REVISED DATE: 04-02-2014 N/F / PHASE �G (R)IIB P30T111 Nr Z \ y ry,_ S� lAT 76A � ✓ )-- - - Lcr ASE 1, FAACI( 1 TM HAMILTON. TIEODORE N �\ TUT 7M T 14A GARRTT URTISTHEO&tE N \ T I15AM CARPER CURTS & OEBNA T 19A HA. IRU dIRTS & D®RA T MA N0. 7RUNG T 20A EMERALD RIDGE ESTATS LTIT LOT u SHEETS I2-4 / Y)E _ —\ /(CA — IIIA �fl � IIIII I EMERALD RIDGE ESTATES � PHASE IIIPOW - - TUT 14B SANDSTONE ADDITION ANDERSON CRAIG G PUT V389 P179 CMTOUNE - LOT 1M (as)IEPLAT WI/473 L ERALD RIDGE ESTATES REPLAT 501/473 - - (GS) /P SANDSTONE DRIVE PHASE 4 PHASE II PLAN FIRM \ N/FLAND WATSON JR. 4- AND IAURIE QUINN WAT90N CALLED 1.475 ACRE 3199/065 (R) SRN, 1 1817E PL916/237 \ MEDUNA DAVID & ROBERTA GVL / CALLED 94.79 ACRE TRACT / 9299/044 NOT PUTTED / / i / 0 100' 200' 400' 800' N / SCALE: 1=200' SHEET INDEX 1 INDEX 2 EXISTING 3 PROPOSED 4 UTILITY 5 PHASE IV APPROVED PRELIMINARY PLAN Approved by the Planning & Zoning Commission on: November 7 2019 L1 a 0 d9:1 IN- Y. A0F aa� C LQCQ a E4 W 7 o s rn W J.- F F ~ �o m P4�ca rZ4 P4 mz !KWNU � W3wNO �anm z gam= W J Y U ra 1"4 w V m W gm o W U -w —_ W w� �a a NO: 10328 1 OF: 5 BLEYL ENGINEERING BRAZOS TRACE RANCH LLC \ POINT OF BEGINNING / / CALLED A004601. M RECCRROR\ \ \ 1/21NCH IRON ROD VATH / / (ICL) TRACT 61, 172.0 ACRE MARKEDPLASTIC CAP \ 15IM/ 136 \ \\ O 'KERR A502' FOUND CM / // / N�MTW31' F�1N00 �0 NOT PLATTED aU E:35727MM / /. / � N 61'20YB"E mIW.09' \\ \ \ ///'''/• O /I I� 50' E%%ON PIPE UNE /�\\\ \ \XJ�50, clrSTATIONOm�CCOL COLLEGE / / A VARIABLE wD1H COMMON AREA. �B>R.�F i�\ \ EASEMENT, EXHIBIT A','�\ \ y� , EASEMENT, i85/419 / - ' '.5. Q PUBLIC UTILITY EASEMENT. PRIVATE PARCEL 1, W7/9/6 "`rrr ��\ \\\ \ \ _ /%,S,S o DRAINAGE EASEMENT. AS PER c-��•.A•� �w I� AMENDING PLAT 10555/116 GLL: [ p/. '4 ' S 7872'38'FFb°'M• s \ \ INUM: ass,\\ \ \ / ... EASEMENT UNE \\ E 6)9.18Mc.itro \ 1.... w I LJ I_ COLLEGE STATION CONTROL �\ _ \ \`\ /: •. \.• ... EMERALD RIDGE {yTAIES,.Ll0. LJ MONUMENT CS9h129 BEARS: , \ \ \ FLOOD \ \\ : \ ...... S fiT3\9'SY W 4492.16' \ W' PUBLIC ZONE BASE FLOOD RECTOR LEAGUE # 46 OAN N/F J� 10' PEDESIRI k \ .=EASEMENT, \ ELEVABON: 23Y J. CAFLAND WATSON JR AND LAURIE / \ APPRO%IMATE (PER FIRM MAP j�\ DDIw '�- QUINN WATSON AS PER AMEfIO NG PAYT 110n9/38 LOCATION OF _L.. _ _ \•� - CALLED 83.282 ACRE TRACE 3005/333 LJ O R�2]4.9T 10555/118 \ FLOOD PLAIN FlDODZONE \ \ O Go Dm31'01'18• N.31Y1225• W 9].JB' w A UNSHADED �' 13' wDE ACCESS • O F %a ARCr148.88' MEASURED EASEMENT. TRACT \, 4mR ARC8111' xuTmN raantx /\ \ w w 240 E. 8=7 235 / \ �. ,\ .. .. W PSI Cxt �/ \ / \ _ IT MOPED) / .. .. ... .. W CHORD=147.W' \ 24 / W 0 N 6 BRG=N 37IW250 W 50' COMMON AREA PUBLIC \. w �. 2� ��-� ,I, .. •FLIT OLnaar T'[404.31 ... X' UTILITY EASEMENT. PRIVATE ` :4 Exj Nx m� W I 1�osw/TIN DRANAGE EASEMENT. AS PER \� \ �' N 244-l\ ... ...... .. 6 [y F AMENDING PLAT 10555/116 \ /F !y w \\\�\ \ \C37 \ \ / EMERALD RIDGE ESTATES. LTD. \ -� \ \ 100' ELECTRICAL R=374.96' \ Nm/ NM e I A 4 \ REMAINDER OF CALLED 26.12 1 \. EASEMENT. 1 W/234 ARC=1'14* \ Nr/3 '57• 9W ME =RED\ w/ACRE TRACT (6.234 ACRES \w 1 �T BTOj180 \ Y /w a �t MEASURED) 88{3/110 x I 20' BLIC UBU c 2o7Ro:ss.n' f BLoq 1 \ I , w / w/ 0 N \ wl � w\ \ \ \ \ \ EXISTING t / 1 O w / BRG=N 25W23' W RURAL ZONING fit, w w FLIT DNi alDm tsea/Ita x arWm• r ssre' J \�1 \ $ ✓ I J o-6 �w �L w\\ w \ \ S 85' CO' Or E 425.54' 1 / _�1C I� LL .244 /\ \ \ J. GARLAND IN •ON A. AND III / �wN (=GENERAL�GUBUgAN) "✓ w N/, \ o f \ �\ _ w \ ll55 \ \ \ LAURIE WINN WATIJ( .2F 9 / 7 ( EMERALD RIDGE ESTATES. LTD. \ 1.4]3 ACRE 1RM6'f 13199/85 Q ✓� 10 PUBLIC UTtu / X ! REMAINDER OF CALLED 18.45 ACRE _ y, 100' ELECTRICAL % • `I' `I' y��1 CAO Z EASEMENT. PRIV w ( �P'0 EASEMENT. 130/147 /• /L Z p \ J I DRAINAGE E T, / \ w TRACT ONE 833]/38 MEASURED) `I'�,. ^�,w/ 246\ \ \ ILJJ 25' PUBLIC UTUW Q� 18A AS PER AME NG / \ \ 2S ' FL�191AIN w w W � Ch EASEMENT, AS PER 1 )PLAT 1 /116 `1' / /\� w w 2 �'AIRRENTLY ZpIED \ f �y x 1\ oO R 7 AMENDING PLAT /// / O `I' 2 I ( L-�BURBAN) p\ p/[a4Z �' ., S OW 42' 2Y E Q W K b D�j O N OB'4MEAS W 110. I `O N 'O �1 S¢ \✓ w \ UI,�R45AN G ``\ 4 _ \ / � 34.37 � 10555/118 ,\ MEASURED 1( `Y `)' N ` �( _ w w \p / w ET ,.r Q m LL b O \ / \ eDrni4•Ir�ituir i ry / !• ?Ss� I w .yr-\ 250 (___I jl LYCI I s8 ZI \ w \ g�, ' w w W a QQ K \ EMERALD RIDGE \� I \ \� _\y— \ = 20' SAiWTABYATON BASED \. 7 O ESTATES PHASE I �\Z23pz6 +LoaOLE B T ON N w�. \ IA, 0 0 \ \ \ N N PRENBMS MANHOLE LOCATONjE254 13005 335 h T MEM ~ r \ PLAT.1osss-116 !/ r I �w �\ / / /163 Z N ,� r Z N 20'48'2 l W 66 6 ME 3VR�D / j �� PARTIAL ABANDOTJMENT, 10n9/36) w (PROBATION MIN) O0 O Fui cFIL N m•471Y W [ar', iosssltn (� N/F �,',(L\ \ ` 50' E%%IX4 PIPE UNE \ / / •2 N V \ I / LEVENTS PAUL J k ANN MICHELE W-256_A$CMF}}T, �EFpyjy6�BF� A \ Z N ?, PLATTED 8567/-A w \T PARCEL 2. 3W)/9I8 ••, �. \ Y w W y 0'. •" N 22V6'5Y W 18.49' MEASURED \� / D 0' CITY OF COLLEGE V O 00 Mi cMr: x [zDasr N rasa. toss/Tte / CAIl� \I:� w w /w - N 3933'43' W 4.W' STATION ELECTRIC /-�� W O. N CFW'22' W 9.23' MEASUR EASEMENT. 908/598 I �'r tosss/Iis \ " N i MEASIN URED 31.21'N - ` w wl W Y w /. J�' a q� w IL LIJ~ Z zs N \N C�\ S 43'S3'ii' W 2543Y '"I O Ch m N ]1'2MEAS W 107.1 B' HAi DIAL tmx/Ha O w S 3B'02S 'Y 1]3.18' M /9 \'ti W Z F / MEASURED 1 x tnY[F' ts.ttT\ uw s ae6YaY v t . t]isF/m I w \I nv'[r If tm.w LOT 15A / POND ` / w N N w s w / w / J/r \ N/F / \ \ BLOCK 1 I l / / I ACCESS t' c3> J / MEWNA MV1D 4: EROBERTA TRACT GAL /� Q, ti Z 10' PU UT�TY EASEMOIT./ \ EASEMENT \2. ly `Y wy56' w \ NOT B ACRE TRACT 8288/044 w / / \ PRIVA RAIN DI EASEMENT. l 95W/]1 / / \ O 7 \ PHASE I. BLOCI(1 �. B CK 1 Z AS 1055 /118C PLAT ' �4 °�O ®I � BE REMOVED) w f I. I( Q LOT 13A HAMILMN. THEODORE N \ PRIVATE LAKE /2 AND w W V LOT 1M HAMILTON, 1HEODORE N WT PRIVATE DRAINAGE J \ \ / '4' Q` w S 218'48' Rf 153.84' MFASU�D EASEMENT. AS PER w N w V w 1 \I' DIED ew: s 4sT w I . talw/a 15, ACCESS EASEMENT \ / / \ LOT 15A GARRETT. CVRTS k E6RA ^�_ B 1 sg 'a J W \ (� LOT 1M GARRETT. CURTS h 8EBRA AMENDING PLAT o N �, w / w w \ J� I w 3005/335 h T/183 O i LOT IBA HA, TRUNG 1\18 y 'p I / Y' (PROBATION MIN) / A' 9W. -� S 24•W 2 .04' ME RED LOT 20A EMERALD RIDGE EST TES LTD LOT 1 ET I � w a 4T6'01' 2w,aY, Ir \� \ Sul �W BLOCK 1 / �F \ \ \ S I x I IIui r.�ur74ecwtc N m2-Wa7• MEAS. $ +\\z sw/m STONEHEDGE Gcj tg� N 882442' W 69.88' MEASU/RED w / / PLAT. ifi151231 \/ z0 IS YO. (.T S 4216'480 W 481.99' \ a W m Z Fz / tC3 N 8849 W 201.83` O rx �w at0 53' / EASEMENT. 99 DIED ew: x %APIs' W wnas', 131wem _ _ UI w 6. w p / I 20' UTIUTY LOT 14B /j - MEASURED \\ '.I W I-n ww O 389/178 i �(. n-�- "ALL OF LOT 1M IS DESIGNATED N W SIB' 5Y W A r ._a AS A UTILITY EASEMENT PER = - W.55' \ 'z I --I a r> m SANDSTONE ADDITION QQ REPLAT, 501/473 666Q"' \ 04 �I o I REPIAT, WI/473 Q 3L. ✓20' COMMON AREA. PRIVATE / 1.. 3 '�y.., ACCESS EASEMENT. Cs 2 ie I--IPE `-I r PUBLIC \ / L1 497/262 C3 / G 33. W4 3 E 0 N 0131'24• .53• MEASURED m / i Den TAJi:x [ 3AW', EARC=174.28' / / \ CHORD 17MI2' / m m BRC+S 80V4'S9' W a LEGEND W WOODED AREA w w \I,. rc 3ry ELEYL ENGINEERING FLOOD PLAIN NOTE: A PORTION OF THIS PROPERTY UES WITHIN ZONE "AE' PER FEMA FIRM NO. 48041CO31OF DATED APRIL 2, 2014. 7.d:lr A TEMPORARY BLANKET EASEMENT WAS GRANTED TO THE CITY OF COLLEGE STATION FOR UTIUTIES AS PER 9590/41 OVER THE ENTIRE PROPERTY INCLUDING PHASES I, II, III. D W' 100'. tar 400' SCALE: 1' 100' 11 /o-AS,2015 DESIGN: DLB BLEYL ENGINEERING Curve Table Curve # Chord Direction Chard Length Radius Delta Tangent Length Ci S54' 31' 42"E 18.02 274.97 3' 45' 17" 9.01 18.02 C2 S79' 12' 06"E 174.35 225.00 454 35' 30" 94.56 179.04 C3 S79' 39' 41"E 277.43 365.00 44' 40' 19" 149.97 284.58 C4 S28' 03' 099E 220.04 225.00 58' 32' 460 126.12 229.91 C5 S4' 34' 02"W 29.19 250.00 B' 41' 36" 14.62 29.21 C6 S23' 45' 48"E 26.26 25.00 63' 21' 15" 15.43 27.64 C7 S16' 12' 43"W 118.65 62.50 143' 18' 17" 188.46 156.32 C8 N1W 26' 01"W 123.69 62.50 1634 24' 11" 428.50 178.25 C9 N39' 35' 27"E 26.26 25.00 63' 21' 15" 15.43 27.64 C10 N4' 34' 02"E 23.35 200.00 6' 41' 36" 11.70 23.36 C11 N28' 03' 09"W 171.14 175.00 58' 32' 46" 98.10 178.82 C12 N79' 39' 41"W 239.42 315.00 44' 40' 19" 129,42 245.60 C13 N79' 11' 57"W 213.12 275.00 45' 35' 48" 115.59 218,85 C14 N540.313 33"W 21.27 324.97 3' 45' Oe 10.64 21.27 C15 S84' 31' 38'W 82.95 365.00 13' 02' 59" 41.75 83.13 C16 S83' 09' 49"W 40.48 225.00 10' 19' 21" 20.32 40.54 C17 N80- 27' 49"W 107.70 355.00 16' 58' 05" 54.45 108.09 C18 N55' 09' 39"W 17.00 225.00 4' 19' 46" 8.51 17.00 C19 N64' 39' 090W 93.10 365.00 14' 39' 15" 46.93 93.35 C20 S41' 24' 38"E 1 90.37 225.00 23' 10' 16" 46.13 90.99 C21 S18' 17' 26"E 89.98 225.00 1 23- 04' 08" 45.92 90.59 C22 S2' 46' 04"E 31.30 225.00 7 58 35 15.69 31.32 C23 S4' 34' 02"W 29.19 25000. 6- 41 36 14.62 29.21 C24 S31' 35' 05"E 50.55 62.50 47- 42' 40" 27.64 52.04 Curve Table Curve # Chard Direction Chard Length Radius Delta Tangent Length C25 S23' 45' 40"W 65.29 62.50 62' 58' 48" 38.29 68.70 C26 N86' 13' 07"W 12.89 62.50 11' 50'. 02" 6.48 12.91 C27 S71' 33' 28"W 35.10 62.50 32' 36' 48" 18.28 35.58 C28. N69' 13' 28"W 24.02 62.50 22' 09' 16" 12.24 24.17 C29 N364 28' 31 *W 46.16 62.50 43' 20 37" 24.84 47.28 C30 N28' 13' 56"E 85.31 62.50 86' 04 17 58.36 93.89 C31 N63' 54' 04"W 72.14 315.00 13' 09' 04" 36.31 72.30 C32 N86' 14' 13"W 171.12 315.00 31' 31' 15" 88.90 173.30 C33 S78' 47' 11"W 7.52 275.00 1' 34 040 3.76 7.52 C34 N85' 45' 32"W. 139.30 275.00 29' 20' 30" 72.00 140.83 C35 S63' 47' 00"E. 69.93 275.00 14' 36' 34" 35.25 70.12 C36 S37' 08' 25"E 147.07 274.97 31' 01' 18" 76.31 148.88 C37 S25- 53' 239E 155.71 374.96 8' 31, le 27.93 55.76 Parcel Line Table Line # Direction Length L1 S56' 24' 21"E 61.29 L2 S7' 54' 50"W 48.47 L3 S87' 51'52"W 21.85 L4 N7' 54' 509E 52.28 L5 N56' 24' 03"W 61.29 16 N26' 20' 51"W 8.37 L7 S61' 20' 16"W 26.04 e L8 S89' 35' 270E 28.00 L10 S89' 40' 10"E 55.12 L11 S64' 21' 320E 11.09 L12 N90' 00' 00"E 9.00 - L13 S61'55' 390E 10.20 L14 S89' 36' 18"E 29.00 L15 S41' OV 33"E 6.10 Lib S89' 36' 349E 44.00 L17 S68' 57' 450E 13.93 Parcel Line Table L1ne # Direction Length L18 S35' 17' 50"E 27.69 1-19 S63' 05' 009E 43.74 L20 S46' 46' 17"E 13.72 L21 S62' 40' 34"E 20.26 L22 N90' 00' 00"E 9.00 L23. S64- 12' 149E 6.66 L24 S714 33' 549E 15.81 L25 S66' 12' 54"E 29.51 L26 S42' 47' 51"E 7.36 L27 S71' 16' 45"E 19.01 L28 S62' 25' 32"E 10,15 L29 S71' 04' 319E 44.40 L30 S63' 50 06"E 25.63 L31 N90' 00' 009E 9.00 L32 S63' 26' WE 21.24 L33 S89' 35' 27"E 28.00 BLEYL ENGINEERING \\ j/ / •../ / / .-\,.\ �\ 6.'. 0 50' iar 200' 400' PROP 15' PAE /,// / \ \ \ \\ \ \ \ �// SCALE: 1•=1ar r�J PROP VARIABLE \ \ \ \ //- �cM� / WIDTH PrDE ] \ \ L s IOI 'nrEs pGF /• - - \ \ TO'BE ABANDONED oe...... d �J / T eE )5' WIDE ACCESS EASEMENT, /....... ' ' ' ' ' ' ' ' ' - ' • • • • ' 4 H INTERPOLATED BEE CREEK 100YR \7RAC\THREE. 8458/235 ,FLOODPLAIN ,�.ry�`S BASED ON BASE FLOOD ELEVATION z' Z' 3a'W \ \ \ .'PER FIRM MAP NO. 48041 C0310F Q �°p+r PROP BE DATE 04 02 2014 W 530' 17 \. 25i 9].38' \\ 11951, \ \\\ \ /... VAR / - .......... EXIST. BACK \\ 3 EASEMENT .. APPROXIMATE LOCATION OF OF CURB \•;ss BEE CREEK 100 YR PHASE IIIB m-' </ - `' \ ' - \ FLOODPLAIN PER FIRM MAP BLOCK 1, n N �A�, �\ ' ' N0. 48041C0310F, ZONED AE 2.381 AC `S, 'ecm REVISED .DATE .0}. 02 .2A74 O 2a' 5PROPOSED 30' PAE w% rE \) `\ / / k�// \\ \ \`$ �a�.F .. / 49.99' ]f /�_---/- / 14 \ \\, OR FUTURE d5 _ L C„ �+ dt' e! \ \ \ \ GREENWAY TRAIL _ O \ f c,6 ALDFOD E �// �� �\\\` \ YSTEM PHASE IV ,r � aNNATL eraeer, � o's �� yg, / \`\ ,J` \ v �O`78 CIJ NAREA aES1Ec12 \ c / 13 / \ 1 tp 03 •j a 65' 00' OS• E 42554' `. \r SS OW 0"N 194.80' II ---- 3 `I've I I II.PHASE IIIIA\ \ 12 \ \\ \ PROP. 20' PrDE I 1 ; 1N BLOCK 1 // POE &MMON PrDE AREA , •\�\ �'\L' �.�\ \\ . �.. w �`u�r�I \ / Q' ¢`" I I I I •"3 II W " \ \ 39.E I328.83' 2 flo 3 �a \ 1 Nei u'� 4 Ss ` \ i / 4a' so'E 1to.4z' I I.'", (� ro 1 D �.. \\ •� ses4r2rE/ u.52'. I N ti /A II fib0 EMERALD RIDGE \\� I\ i I Z /= 2 I- m \\ \ \o PHASE II w w ESTATES PHASE 1�' 2 __ z PLAT, 19565/116 520' 48' 24'E 88.30' 230.73' - f 428.47•� \ \\ PROP. 10 tze.58'-� _ - \ / 15' ACCESS EASEMENT PUE PrOE WW I_ N84' sz' ao'E ( / wr Ow 5TE /8.49' ` \ �4, NW 47' 07^W 357.30' m mI _ _ �� - ��� \ \ \ / 3005/335 & T/183 (PROBATE MIN) 36' 229E 9.23' / A1.B4• / "' `�- �\ I0 12 61 \gyp. \�'/ ROPOSED 30' PAEW w V jS71. 28' 33'E 107.18' BLOCK 1 n 1 10 \ \S /xd TRAIL OR s TEIA TURE REENWAY %Y PROP. 10' 1 }. o -- 1 II LIJL ii __ MST 48' 449E 448-�2' F S 4333'11• W 2545T� PUE. PH)E •`e1 ^1 I I .. I �- - - /p 1u \ N11- 12' 04"W� PROP. 20' PUE 1 h see' / A w d / %° d 1314 POND / / ` 2 \ PRIVATE LAKE / 01 ` see• #2 & PrDE ot• 121E 29&380 /• 41 PROP. „ 15' PUE s GENERAL NOTES (� Ta, e / \ w �// 1. NO CONSTRUCTION, LANDSCAPING, GRADING, OR \ 6 / 7 �4'4N /` S 42'16'46• W 481.99' STRUCTURES SHALL IMPEDE, CONSTRICT, OR e \ BLOCK THE FLOW OF WATER IN ANY PRIVATE f7n r1 y / \le,8 / ryy¢/ DRAINAGE EASEMENTS. II LIJu I PROP. 10 1 b b >, 1 2. RESIDENTIAL PARKING OPTION 8.3.W.D (70' -PUE, PrDE _ _ _ _ _ _ _ t_29' y^ _ _ _ _ J �y FRONTAGE APPLIES TO PHASE IIIA BLOCK 1, -121.59•- ttos5'--tot.93'- - `7 // TOTS 1-16 AND PHASE HIS BLOCK 1, LOT 1. - - - SBa• 24. 429E 121:59' - \ 15' ACCESS EASEMENT I- - - - - > See 0' 53 2ot.e3' ` 3005/335 & T/183 / GRAVEL DRNE TO _j > d 3. A DESIGNATED PUBUC PEDESTRIAN AND BICYCLE I L� Parcel Line Table Line / Direction Length L34. S62' 25' 32"E 10.15 L35 S89' 39' 47"E 34.00 L36 S67' 55' 29"E 19.42 L37 S62' 47' 02"E 7.87 L38 S55' 33' 40"E 8.49 L39 S28' 00' 33"E 10.65 L40 S55' 47' 039E 24.19 L41 S594 27' 34"E 34.83 L42 S43' 52' 360E 7.21 L43 S64' 09' 48"E 21.11 L44 S66' 05. 169E 57.98 L45 S86' V 40"E 31.05 L46 S80' 32' 16"E 42.58 L47 S72' 23' 28"E 48.26 L48 S66' 42' 41"E 14.89 II BE ABANDONED _ (PROBATE MI ACCESS WAY COMMENCES AT THE END OF SW 24' 42T 189.ae' N N ��i,.><4 �� •_ EMERALD PARKWAY COMMON AREA AND " 1 PROP 24' COMMON AREA, -4 Mw W TERMINATES AT THE SANDSTONE DRIVE RIGHT OF POE. & PUBLIC WAY. THIS ACCESS WAY EXTENDS FROM THE BACK PEDESTRIAN & BICYLE3 OF CURB TO THE PROPERTY LINE ALONG THE 0. ACCESS ACCESS WAY (SEE NOTE 3) 77,, SOUTH SIDE OF EMERALD RIDGE AND INSIDE OF g THE 24' WIDE COMMON AREA BETWEEN LOTS 6 & 6NA6E IN / � : EMERGENCY. ACCESS a "� 7 OF PHASE III, BLOCK 1. IT WILL INCLUDE A BLOCK 1 LOT ACRES (20, WIDE CONCRETE PAVEMENT) / ? 20' WIDE CONCRETE PAVEMENT TO ACT AS AN EMERGENCY ACCESS ROUTE. THE FACILITIES 1 2.381 WITHIN THIS ACCESS WAY ARE PRIVATELY OWNED MAINTAINED BY THE ESTABLISHED MUSE IN A LOT# � 1 0.935 2 0.979 3 0.912 4 0.913 5 2.833 6 1203 7 0.756 8 0.863 9 1.072 10 1.331 11 1.084 12 0.091 13 O.B 14 0.887 15 0.869 16 0.817 KEY NOTES 0 PROPOSED 101 POE 2 PROPOSED 20' POE Qs PROPOSED 30' POE 0 7.5' PRIVATE MAINTENANCE EASEMENT ©24' COMMON AREA, PUBUC PEDESTRIAN & BICYCLE ACCESS (SEE NOTE 3) AND HOMEOWNERS ASSOCIATION. 4. PER DRAINAGE REPORT FOR EMERALD RIDGE ESTATES PHASE 1 DATED. 1/27/2010, NO LEGEND ADDITIONAL DETENTION IS REQUIRED. SUBDIVISION 5. ALL COMMON AREAS AND PRIVATE EASEMENTS BOUNDARY ARE TO BE MAINTAINED BY PHASE 3 HOA. BOUNDARY EASEMENT PHASE III BOUNDARY - - APPROXIMATE 100 YR FLOOD BOUNDARY BASED ON F.I.R.M. ELEVATION BASED FLOOD BOUNDARY ai a N 0 6 Q 00 Ello W O�v1 w0ttt� a E] az�z qq d C a 73.4 w Z2 00 iK00 � WFbrry ZZ OCIzo a • o^ z 0 Ill y ti ZCal O a Z N ti ^1 aR N l4 z a a w 0 U 0 O Z U VA N Q /O-21t_ 7nR PROJECT NO: 10328 SHEET: 3 OF: 5 BLEYL-ENGINEERING - % \ \ _ 0 40' 80' 160, 320' Q PROP 15 PAE �T / / j _ - �.. .. .. SCALE r=so• w o EXISTING 30" CORRUGATED \ \ O PLASTIC PIPE $0' EXXON PIPE LINE \ \ \ - O a •PA / EASEMENT, EXHIBIT 'A', 50' CITY�O F COLLEGE m F'RrygT�� /Q / EXISTING 24" PARCEL 1, 387/946\ STATION EL�CTRIC FS)y/F CaF` SANITARY SEWER LINE EASEMENT. 785/419 " " ,�� , • \� w VARIABLE WIDTH COMMON AREA, / FT EXIST. \ _ ' _ .: .. • PUBLIC UTILITY EASEMENT, PRIVATE / = 30' P.U.E. ��- DRAINAGE EASEMENT, AS PER ' AMENDING PLAT 10555/116 / �� \ _-_ PROPOSED 30" \ . STORM DRAIN LINE \ \ \ .w 50 EXON PIPE FINE _ EASEMENT Ll PHASE III B `� \ a CQ20 PUBLIC UTILITY BLOCK i, EASEMENT, 9980/180 "? �+ • - d m ..� j v / PROPOSED 6" I/. .. •47 •. n fl W 0 N / \ /EXISTING 'SAN. SWR LINE PROP r �` \ \ ' m-=. PROR 30' PAE FAR I " � O � SEWER SANITARY NE / ' \ \\ / 20' PrDE / TRAIL Do URE- GREEN WAY - . .. . ... . �, . . q Q F F / \' ' AREA, Sy�Tp ...... 50' COMMON AREA, PUBLIC \\ PROPOSED 16. 1S / �. .. . . . \-'- . . . .. . . .. .. . . . ... a rn UTILITY EASEMENT, PRIVATE \ FIRE HYDRANT 1 \� \ • • • • . • • . . :. . DRAINAGE EASEMENT, AS PER EXISTIN� CLEAN OUT\24� J. df 9+ / / \ AMENDING PLAT 10555/116 10 PUE \ \` TO BE ABANDONED /// STORM RgPO DRAIN LINE \\ �.� a r \ AND OVED / / \ 100' ELECTRICAL IXI$TING \\ / / /� / 14 /\ \\ EASEMENT, 130/234 / �6"/.M'ATERUNE ��`_----���__ \ \ \ S \ ' .. �. �/. /G W EXISTING / / > \ ' �\ \ TORM DRAIN UN I \ �� ` P UOE. 0 \\\ \ \ \ PHASE N A%TMOpS 6�5 SIGN I I \\\ \i \\d -/ 103ED 6"� i \ \ \ LOCEXXATIONPWITHN •• zo I CONNECT TO �. EASEMENT UNKNOWN /' /LULJ Z W q EXISTING 6" WL PROPOSED /� r \\ SAN. SWR LINE �� \\ \ - PROPOSED 30' PAE •A .L I"i \ V --- 6" WATER LINE \ \ / \ FOR FUTURE `�' l �y W [y `o "'1 0 _ PROP 20' I PROP 20' PUE ROPOSED GREENWAY TRAIL SYSTEM ��II O 9 PUE, PrDE / PROP. r \\ \ STREET LIGHT EXISTING.\ �\ \\ PROPOSED 20' PUE / \ W z C b o 1 20' P.U.E,. r \ OVERHEAD \ ��.• � a, ON o V , 10' PUBLIC UTILITY I 1 PHASE III A I / j \ - \ UTILITY LINE \ \ \ / /�^} 0.1 c yF 25' PUBLIC UTILITY OV Qe EASEMENT, PRIVATE I I I / STORM DRAIN LINE \ 50' COMMON AREA \ \\ 100' ELECTRICAL DRAINAGE EASEMENT, PROPERTY LINE / L-7 \ EASEMENT, AS PER 4" AS PER AMENDING I APPRO%. LOCATION \ PUE & PrDE \53,� \ EASEMENT, 130/147 / i`n ry tl 2 \ AMENDING PLAT / 1 TO BE ABANDONED PROPOSED �` y .E R 0 �/ OF SERVICE LINE r \ 1 \ / `I' `I' (� Z \ 10555/116 /\ / PLAT 10555/116 \ I '.I I TO BE ABANDONED r FIRE HYDRANT--�_ 1 PROP. - Y�(� \\\\\ \ �� / ^ NN V / EXISTING AND REMOVED ( - 20' P.U.E. �. I`J/`�J, W \ 1 TELEPHONE PEDESTAL 1 / PROP. 20, EXISTING I �� \ \ / N, ti TO BE ABANDONED 2/ PROP. 20'j,/g3UE TELEPHONE I \\ \� �� / ROPOSED W p 0 ,a PUE 4 PEDESTAL �� \ \ � 20' PUE � dEMERALD RIDGE \ �� 11PROPOSED 18" it \ �\ �\ J cD\EXISTING I STORM DRAIN LINE \ \\\\ Z ESTATES PHASE 1� \ ---_----A7M0S GAS SIGN J I EXSTNG �� \\ \\ PHASE If / 3005/335 & T/183M°PLAT, IOSWI16 \ \ - - - - _ - SANITARY SEPJ -UNE� \ J W z (r m (PR0 N MIN) PIPE LINEMMJ / i I I EASEMENT EXHIBIT A', �\ \ \ \ \\ / 50, CITY OF COLLE \i W 0. ~ /( \ % j 'r' EXISTING MEC. I I PARCEL 2, 387/946 STATION ELECTRIC D \ / PROP. 10' �� , TRISTI G EEC. PAD I I EASEMENT, ELECTRIC 06 6 j PUE, PrDE ( ROPOSED 6" / SAN. SWR LINE 10 20' PUE PROP. 10' 1 I _ \ J� PUE, PrDE I 1 - - EXISTING /j 0 tO POND I I TIIH AD TY LA PROP. 20' 1 UL PUE i \ � / \ 'U/ / \10, PUBLIC UTILITY EASEMENT, I NF`RSN / // \ 9 / �� u RRI TE DRAINAGE EAS TT - W\O E / / \ PRO / E "x FAFN / / 10' P.U.E. // -i zo - --A --PER-AMENDI GF� PLAT PRO TRANSFORMER NO ELEC. \ / // \ o 10555/116 \ / TRANSFORMER PAD % - - _ / / 3005/335 & ACCESS ET/183NT Lr In om EXISTING I .PROPOSED / PROBATION MIN) P-r W m> 'o - \ TELEPHONE PEDESTAL / / 20' P.U.E. /j ( \ I%un1� 0 w = �2 w w 5 _/f//_ \\ / % PROPOSED 20' P.U.E u ywya¢ory � 20' UTILITY 10 A. / �__�� � / / GENERAL NOTES A K. PROP. 10' EASEMENT 7/� / PROP. 15' / / \ STREET LIGHT y �, ,Z E �•+ a F c m PUE, PrDE PER 501/473 I \ 7+/ PUE �/ 7 \ 8 �/ 1. A DESIGNATED PUBLIC PEDESTRIAN AND BICYCLE W �" �Owz \ TO BE 1 '1; / , /� ACCESS WAY COMMENCES AT THE END. OF W �^ 2 0 - K 6 CONNECT TO EMERALD PARKWAY COMMON AREA AND w a \ \ ABANDONED I I / XISTING \ % ,% TERMINATES AT THE SANDSTONE DRIVE RIGHT OF [i] x •� i-n - EXISTING / / , WAY. THIS ACCESS WAY EXTENDS FROM THE BACK �i �o w - - — — — — — — — - — — — — — — \ 6" WATER LINE I / / PROPOSED \ / j j OF CURB TO THE PROPERTY LINE ALONG THE �+ sm m \ \ AND FIRE x I / 6" WATER LINE \ / / / SOUTH SIDE OF EMERALD RIDGE AND INSIDE OF Q" Cz7 C1 0 \ \ \ \ HYDRANT TO BE I /� // oMm of \ ABANDONED ANDx / EXISTING OVERHEAD. // THE 24' WIDE COMMON AREA BETWEEN LOTS 6 & r�i my o `EF1NDONE TIUTY LINE / // 7 OF PHASE III, BLOCK 1. IT WILL INCLUDE A W _w 20' WIDE CONCRETE PAVEMENT TO ACT AN /f EMERGENCY ACCESS ROUTE. THE FACILITIES wyi WITHIN THIS ACCESS WAY ARE PRIVATELY OWNED AND BY THE 20' UTILITY n d HOMEOWNEARS EASSOCIATION. ESTABLISHED a a 'I EASEMENT, aw I 389/179 uuW� PROPaJ COMMON AR PUBLIC2 PEDESTRIAN & BICYLE K w I / 20' COMMON AREA, PRIVATE /" p 3 ACCESS WAY (SEE NOTE 1) p0. ACCESS EASEMENT, & /� aQ PUBLIC UTILITY EASEMENT, Z 497/262 /0'� �I DESIGN: DLB BLEYL ENGINEERING BLEYL ENGINEERING N/F BRAZOS TRACE RANCH LLC CALLED A00,801, M RECROR (ICU TRACT 01, 172.0 ACRE » 15188/ 136 NOT PUTTED PROP 15' PAE / / '\ \ W W » �'/k}:W:...ice•~ i: l: ii 50' CITY OF COLLEGE ...- w STATION ELECRICAL y .� \ \EMENT, 785/419 ....f .. / \\\ a Y 4t / BLEYL ENGINEERING FAMILY RANCH V CALLED 515 ACRE 7RACT » » W o w L; » », ,' w » ' M50/EDO w »\. ' • � ' 0 , » 200' . 4�:.» w » SOD » » » L7 ��� /SCXE. 7^- 2s �- ,� PROP W COLLEGE STATION a r s t2 *� 2 � LIE CITY LIMIT�..�..... � .............::..'.;:.:�:« ':.::::'.„�...... �» .h � d :. .. w CAVED 551A AMTRACTp 307/138 9 NDT Tim s:: y,:.:•_r:: c,..w.. +,. A... a:::tiii•i}ika: }::.Y:. 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