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HomeMy WebLinkAboutSummit Crossing Ph3BSUMMIT CROSSING FUTURE. DEVELOPMENT BR N AZ S NOW OR FORMERLY I } U N THE SUMMIT CROSSING, LLC I I REMAINDER OF 98.202 ACRE TRACT SUMMIT CROSSING, _ _ - / 7541/214 PHASE 3A _ _ _ - -I- - - - I - - - - _ - _ ,1� 58 oT TO CoCS GPS (VOL. PG. _� - - - - - - - __ - - _ - - _ - _ __ -- - __ - - - - - -- -- I �- _ 1 9�� SUMMIT CROSSING: �CE�LE elm NV PHASE 313 MONUMENT No. 126 _ .- -- - F BEARS: ____ _-___- ----- ---- 0 4O 0'02* W _ - _ i S 46'0. _--------"_----- -- -- _ so 4473.77 '- -' -' SCALE: 1" = 40' -9 ................. •""�'- ,m _ S 5736'13" E SYMBOL & JNE LEGEND �< B SUMMIT CROSSING LANE 50.:0.0' RYAN - ' - BUILDING SETBACK LINE p 60 (60' R.O.W.) - PROPERTY LINE �. 52'16'31" , 10' P.U.E. - 476.42 „ ____-------__ EASEMENT LINE � 1 5.0.0.0 S 52"I`6 31 E t , , , , _ ��_... _ �'- �� - _._. _ 1�� . . . UTILITY EASEMEN ;; ,� P U E PUBLIC T 0',„� 30.00 30.0 P.A.E. PUBLIC ACCESS ESMT.'` � :_ � � •-�37.5011. � ? 37.50 ....,,,..,_ I � ,.,._,,,,, PARKLAND DEDICA� I' 11., I. _ .;,, 30.00 P.D.E. PUBLIC D " - 90.00 I ,, ;, _I i ; .50 30.00 1 I(,,, SU DRAINAGE ESMT. S 52'16 31 E I': , I ; 7 :::. ; _, ._ ; -'=- 0 37.50 37 , , I N 110 P.U.E. (SUMMIT CROSSING PHASE 30.00 30.0 �'' ,;. ;,, ,,,, ± ,_�;,,,;_ _ ,, u, NI , , PR.D.E. PRV. DRAINAGE ESMT. t , I 37.50 I 3B PARKLAND �' -' 37.50 NII II' w ) PR.A.E. PRV. ACCESS ESMT. ,j 20.00 30.00 , 1 o P.uE I I I `n NI u'I _ 0.026 AC 1150 SQ.FT.) B.S.L.UILDING SETBACK NI cnI W i . W cn cn i( W J I� I .4 w c„+ I l j rn 1 P� w 1 LINE 6 �� !I cn l N I I w w � � I -b- I P c,+l�' :, - N 0 I� o o LOT NUMBER I cn li ,. 10' P.U.E. I w W � J I I I w} w w N . I cc 13 14Ut S 51'56'49'° E l o O5 O OI '1 ;,'!ij l� 41- ,'�I c�,a- N N CIDc�D� 9 coca 10 `� 11 f 11 12 O 15 I, s� cn 1 15.00' 1 BLOCK NUMBER I O Z W c'' N N 7 O O O `z s` .! I I I I W 0 S52'16'31"E-115.00 -� 0 " Q t N t� a 5 O I + „ o o PLAT CALL: W i 1 � o O I I V f I I{,' I CO co ," G COMMON AREA I 1 ;U ,11 , 1 �' I CAL • S 51 55 37 E-115.00 to O o II j EASEMENT ATIO BI L4 o: 'i o 1 I �I JI oil+-�,'� o o ql 1 (9490%296) ® RAZ, o (; co I J I I o 0 o f �� „I I -I l i l s 5/8" I.R. ARKLAND 30 COUNT 0 I / ) DEDICATION , 0 0 �� j �I ;JI �I o 00 01 �I �i Il 5 8" I.R.LR. FND P 115.00'-I�::i'1 (N ) I S 52"16'31_" E__-_ - _ rn IJ JI JI 0 0. o Q I q1 -} I i `' I 3 00' 21.04' F D J . ; ! o 00 01 -i 1 , i i 37.50' 30.00 �'�AD -1 , 0.00 37.50 --, ,"; ,-^ , w , 30 i �, -I; OT �,�.+ 37.50 _.._ ,, r,- , ,,� ,. � -i. TO SCALE c,.� o 37.50 _, - _' r = - -- 30.00 -- , , , -r i " 0 v _ 00 0 3 , 30.0 _ - „ r,^;� ,. f � , ,, ;�,:, 115. I� 'o i' , ,r-:, 49 W i I 0 It. 37.50 _ -, r :, �'I 5156 j, o I 37.50 _,-, ; , �, ,.� 1. FINAL PLAT �� t o p 30.00 _ _. t " NOTE ;!I l C 10 P.U.E. 20.0 _ -� � � - 476.04 Il ; 52'16'31" E - 115.00 r�,1 ��, ----- ,,;; :IIS �; l� N 52"1631 W 10' P.U.E. o o I w 1 3 IIS ;ii !'I S ALLEY v THIS TRACT DOES NOT LIE WITHIN THE FLOOD PLAIN AS GRAPHICALLY DEPICTED ON F.E.M.A.- FIRM COMMUNITY PANEL NO. 48041C 0220F, APRIL 2, 2014. Z ' I w II 1 , ; z 10' P.U.E. (24' R -.0-W.) . , , , ; , , , I , „ , I ' i 1=, --- � �N+ it � � � r' I<i w " ,,, :,,,„I �i r i ',_;y.-. _._ f .. I N 51'56 49" W - 115.00 E - 475.62 20.62 r� _ --------- 2. BASIS OF BEARING: BEARING :,;i 1! S 52'163 _--:_._.� O ; , 30.00' 30.00 1= •P Ito -h,. p. ca ;,,;,,, ;, i _ ,_;_ , ' _ , 37.50 " ESTABLISHED FROM GPS OBSERVSYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS w o cw , ,,, ,, 1 t , ;I ---- - , 0' 30.00 37.50 11':1 I W I' di OBSERVATION. Il " �! :: - r n ran , { + , ; , , , , r , _, - -' 37.50 30.0 10' 0 0 !� ` APPROX. LIMITS OF N S 52"16 31 E - 115.00 ;1 " z I - _ ! _ _ _ p; 37.50 - _ P.U.E. I: p� o I- 3. ALL PROPERTY CORNERS ARE MONUMENTED BY 1/2 IRON RODS UNLESS. OTHERWISE t'[I ------ - - s v �� _ _ ..� .00' 37.50' 37.50 30.0 30.00 N I N I Cn I w I J I I' } N t O " - O' I "' -0 100 YEAR FLOODPLAIN NOTED. 30 rn w I I (' m< 20.00 cn I v' I v' 1 cn W I W y 1 1 I w cn 1 N 51_56 4_ 11_5.0 cn (UNOFFICIAL) cn I W I w , , _�. I w v I N I cn I w w J J I I 4:-, �, w 20 ;! �, �,, a,j, '' W 0 4. DIMENSIONS SHOWN INTERIOR TO THE LOT, ALONG CURVES, BEGINNING WITH "A=" ARE ARC il' o W I - w �^! N cJ `� 14 �i' I o o 'I o O3 r LENGTHS. J O5 cn N a I cn to I �, J I I Q l �+ ��,, G! N N I,; w v oo W Y, CID v Ln -1 I', , W I N � t3 A o r fU O ! J i 10 P.U.E. w J J I P �' c,r c,+ N N co 12 0 15 j I _. o w, l �� 0o i II , i '0 I i J I c w 0 0 S 5276'31_________" E .= 115.00' 1 w N O o O �° O `a 10 11 I:: i i o C-4 i j N 5. THE INSTALLATION OF STREET LIGHTS WILL BE REQUIRED AND INSTALLED IN ACCORDANCE o cw G! g , ► 11 ' j " it , I Z, i 2 N c 4 s 0 I i I N 5156 4=__ 115.00 I I s t = 6 I dd W WITH THE CoCS UNIFIED DEVELOPMENT ORDINANCE LATEST EDITION). I, Cq W cD 3 = j I I I 0 I I I I i 0 6 I I -4 0 5' P.U.E. CA 1 `L 6. BUILDING SETBACKS SHALL BE IN COMPLIANCE WITH THE UNIFIED DEVELOPMENT ORDINANCE • 0 o It i b c"' ii O I I 1 I J I o co I I j; i w 4 I' Z! N (UDO) LATEST EDITION, FOR THE CURRENT ZONING PDD -PLANNED DEVELOPMENT DISTRICT I p O N I I -' OCC i 1 " 1 "' I �I I J O ' 115.00' ; t -' t ' o 0 ii S 52'16 3- 1 E _` I I o o I o I o I 20.23 -- (ORDINANCE 66 _ � I I � I' ami `r' (0 #2 8). i I ©I �� IoW I' rn 1 I 1 0 0 0 l I o 30.00' 30.00' i ,� o N 51-56'49"115 00 J o0 I W li - I o o O 1 I , 37.50' 37.50' _.. �.r t- - �, „i ; , - ?i I L - I t l O , 7. NO PARKING IS ALLOWED WITHIN THE ALLEY RIGHT-OF-WAYS (PUBLIC c,, o j I I _ -1 , 30.00 30 00 -,--� -- -'-, i I „ - „ O N ( L C OR PRIVATE). o 7 0 37.50 --�,_ -- ,--, : 7 , - - - - O I 0 I 37.50 - , , . , , i r -1 _ 00 8 . 0 O i 'I , 3.0.00 ;{ LOTS 1-15 BLOCK _ 30.0.0 _ _ . , .. , : ; ; . , ! , r o ONE & BLOCK TWO (PHASE 3B SHALL T llo " V.;,( , 7.50 37.50 r-- t ,; -i I i,.;',,;s;t ,,: +:. , t .;;�'t' ALLEY RIGHT -OF- ) TAKE ACCESS TO THE REAR S 52'16 31 E - 115.00 20.00 30 00 - 3 _ -- , , ; , , 10 P.U. ^ o WAY. NO LOT SHALL TAKE DRIVEWAY ACCESS TO f - " N 52.1:6'31" W 475.23' flw� 05� i' C o SUMMIT CROSSING LANE. �6+ 10' P.U.E. 1 .-. 9. THIS SURVEY PLAT WAS PREPARED WITHOUT Ln P_ 10' P.U.E. ?j�1 II I" q li cD THE BENEFIT OF AN UPDATED TITLE I COMMITMENT. ADDITIONAL EASEMENTS MAY APPLY. THE FOLLOWING BLANKET EASEMENTS DO N 51'56'49" W - 115.00 j+ C� \ SUMMIT CROSSING APPLY TO THIS TRACT: it DAKOTA LANE _ h. ,; { F''>t RHA$ CITY OF BRYAN: 98 184 (50' R.O.W.) I I I N E ONE / 10' P.U.E. W�` 8.81 PARKLAND DEDICATION CITY OF BRYAN: 98/90 r I o s I I�Ij v VOLUME 94CORP.: 52'16'31" W - 475.66 , + 9 ,PAGE 296 WATER SU (t 'i 10' P.U.E. j _ -� COLLEGE STATION, 494/11, I PLY DOES APPLY UN � IXON P CORP • 309/670 N 51'56'49" W 115 00 �+, , j EASEMENT TO CITY OF N `��p W - 115.00 I' + I _ __ _ LACK OF EVIDENCE.ABLE TO PLOT DUE TO N 52'16 ; 00150.51 I �, -- ;` 37.50 30.+ ff CERTIFICATE ;� -- , 37.50 8.69 4I ICATE OF SURVEYOR ' I 30.00' 37.50' 37.50' 30.00 30.00 " 0 I . _- -- 0 cn I c„ I S 38'0311 W t A=21.36 `'?•, N 3743'29" E N __. , 37.50 30.0 i 20.15' 30.00 37.5.0' J U) I � I cn I w I 3.52' i l' I - i STATE OF TEXAS G' N 51'56'49" W - 115.86' I Wi � Ij,a � _ ---- 20.39' - - !) I N I u' I "' } W I w l I 1 c„► COUNTY of BRAZOS I I W 0 l to CA W I J a. W Nto I I �I I Jp, w w N N cNos 12 `� 13 �� j U $ 3 chi 20 P.U.E. I, BRAD KERB Registered Professional Land Surveyor No. 4502. in the State of Texas, hereby -- _ I w w W N c''- 7 O cn O ca 10 11 14 �� ;' A=38.67 0 0 I`ti certify that this plat is true and correct and was prepared from an actual' survey of the Cj 1 N cs, 0 0 I f I property and that N N 3 cfl 5 s 6 I I ( 10' P.U.E.`+{ ground. Property markers and monuments were placed under my supervision on the N 4T,34'30*W 11 ® d� O `o 50.00 W I I O I I I w 1 I I o I o 1 o I '', 5/8" I.R. 1 w I 'vwi 1 o I o I o l I ,, I I 5/8" I.R. (FND) I 10' P.U.E. I w W I S'' Ln 01 01 o f ---- - - - - _ , 4.31 , I O o l , ' p.. '-� .. t--7 i ir, 'i t I �' : , I ' • .. f A - , **see ee II �' I 37 50' 3 5 -rl : j ` (�D) BRAD KERB 30.00' 37.5Q 125 20 37 5QQ-, , i I I N 51 58 20 W • ' 3p00_ ,,,;,, T " t ' N 32'17 P f 90 4 oz �osQ d- I p' 37 5 _3Z5 27 W LAT CALL: BEARING 9 °• FF s �° • Z r- ; t „ r f �, '.. ,� 'Will; . 50.00 N 51'57 08" W (9490/296)SUFi��-t `' N 52'1 31 W "' 02..58 10' P.U.E. » B .A KERR, RPLS No. 4502 S 6:6' 10 34 W '�'- tart F� v i 29.58' 1� '�*° 1>, ;3,: �;. SURVEYED BY: KERR SURVEYING, LLC } I I } I } I I I I 409 NORTH TEXAS AVENUE I } I I } Filed for Perard in= BRYAPI-fONEN, 979AS 77803 I t:r.. Ali. POUR l _ ( ) 268-3195 'Tit 201. Qt 1J3= t . SUM T CRQSSI � G On � ��:�; �-. f �- FUTU E PHASE 3 As a I NOW �R FORMERLY I I } . ii1.;l rr_y F L PLAT CER11FICATE OF OWNERSHIP AND DEDICATION I I I 1 } {{THE SUMMIT CROSSING, LC Document rj""hQr` of I } GAINDER OF 98.202 ACRE CT 7 `,iJiJ I I STATE OF TEXAS I 7 41/214 imount Recept Number 617473 SSI N,G COUNTY OF BRAZOS S IT CRO StP{.t]4i{TY rC BEEiLCIv I DWS DEVELOPMENT. INC., owner and developer of the land shown on this plat, and �; ATE ;,k TE:x +hnc this instrument Wn5 -P I designated herein as the SUMMIT CROSSING -PHASE 3B Subdivision to the City of College her�b� , erc if q n}Q and cia,e stamped hereon b9 me 'ON ation, Texas, and whose name is subscribed hereto, hereby dedicate to the use of the :tied on th date a plume and aaSe public forever all streets, alleys, and ac15 dul� i,ei ,Orded in the '' y parks, greenways, infrastructure, easements, and public r the 11dulff in.l E'+soli+_ records �r' PI ereon s wn for t purpose and consideration therein expressed. All such dedicatio s shall in fee si a unless expressly vided otherwise. ��O COUNTYCOUNTYCERTIFICATE OF CITY ENGINEER CERTIFICATE OF THE COUNTY CLERK I.�, v on .,� me. I's-\� � amrQ�i ere Owner 1. City Engineer of the City of College STATE OF TEXAS Nov nLOT201 Station, Texas, hereby certify that this Subdivision Plat conforms to the requirements of „ CYNTHIA A. ZDAAMEK the divisio Re la 'ons of the City of College Station. COUNTY OF BRAZOS `:NotMYPiAlk.110ftefTexa ;,; en ii-t_i unci Clerk. ,_ !1 Ar -t Braz�S STATE OF XAS _ _ BRAZOS COUNTY ConMn. Expires �•M1021 I, -� C Q�pp �n yEngineer c.t�► County Clerk, in and for said county, do 101Zli7f1�0 Cit hereby certify that this lot t p ,Qgether with its certificates f entication w filed for COUNTY OF S City of College Station record in my office the %7 J day of 1.9s pIl Deed Records of Brazos County, Texas, in Volume ��- 20 t in the Before me, the undersigned authority, on this u abed ll a QPage �. Y personally PPeare v' rz Wd{�5own to me to be the person whose name is subscribed to the foregoing instrument, and WITH SS my and and 'tial Seal, of m office in COLLEGE acknowledged to me that he executed the same for the purpose and consideration therein CERTIFICATE OF PLANNING AND ZONING COM°MISSION Y EGE STATION, Texas stated. PHASE 3B EXTERIOR LINE DATA LINE BEARING DISTANCE L1 S 7'16'31" E 35.36' L2 N 82'43'29" E 35.36' L3 S T06'40" E 35.46' INTERIOR LINE DATA LINE BEARING DISTANCE L1 S 82'53'20" W 35.25' L2 N 7'16'31 " W 35.36' L3 N 82'4 ill' E 35.36' L4 S 7'06'40" E 35.46' L5 S 82'53'20" W 35.25' L6 N 7'16'31" W 35.36' L7 N 84'5121" E 24.02' L8 S 7.06'40" E 35.46' LOTS 1-15, BLOCK ONE LOTS 1-15, BLOCK TWO LOTS 1-8, BLOCK THREE LOTS 1-14, BLOCK FOUR LOTS 1-8, BLOCK FIVE 1.715 AC R.O.W. DEDICATION - 0.026 AC PARKLAND DEDICATION 60 LOTS - TOTAL: 7.3:07 ACRES J.W. SCOTT SURVEY, A-49 COLLEGE STATION, BRAZOS COUNTY, TEXAS SURVEYED: JANUARY 2,016 LANDOWNER INFORMATION DWS DEVELOPMENT, INC. C/o DAVID SCAMARDO P.O. BOX 4508 BRYAN, TX 77803 OFF: (979) 229-5118 _ EMAIL: DAVID@DWSDEVELOPMENT.COM Given ,..ynder my hand and seal on this eTQ V�2,_ Cou y Clerk BOUNDARY PHASE 3B FILENAME:0605FP2A SCALE:1"=40' 20 I / day °f-.�_�;r✓�--- I' - , Chairman of the Planning and Zoning Braz s County, Texas _ _ N , _ _ _ _ DARY CURVE DATA POST OFFICE BOX 9253 SUBMITTED DATE: 10/14/16 Commission of the City of College Station, hereby certify that the attached plat was duly r _ CURVE RADIUS ARC LENGTH DELTA ANGLE CHORD. BEARING approved by the Commission n_ the i�0 day of -NQrr �f C7 125.0 CHORD LENGTH COLLEGE STATION REVISIONS: 4/4/17, 5/11/17 0' 18.47' 8.28'03" S 61'56'34" W ' TEXAS 77842 20_LZ . • • C2 375.00' 18.46' �� ��. 25.04' 3'4932" N 39'38'15" E 25.0 ' BMAIL : civil@rrnen neer.com 3 g Notary ubrc s INTERIOR CURVE DATA DRAWN BY: R.A.M. CHECKED BY: BRAD KERB Y County, State of Texas Chairman _ - FIELD BOOK: N/A PAGES: N A CURVE RADIUS ARC LENGTH DELTA ANGLE CHORD BEARING CHORD LENGTH OFFICE - (979) 764-0704 / - - - - - - C1 125.00' 42.88' 1939'21" . l' RM'E CO S 47 52 52 w 42.67' NSULTING ENGINEERS C2 175.00' 60.03' 19'39'21" N 4752'52" E 59.71 FAX - (979) 764-0704 CLIENT NO. PROJECT NO. TEXAS FIRM REGISTRATION No. F-4695 298 '- Q605