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HomeMy WebLinkAboutSummit Crossing Ph3ASUMMIT CROSSING APPROX. LIMITS OF 100-YEAR FLOODPLAIN FUTURE DEVELOPMENT (UNOFFICIAL) COCS GPS NOW OR FORMERLY 60' WIDE MONUMENT No. 126 THE SUMMIT CROSSING, LLC P.D.E. REMAINDER OF 98.202 ACRE TRACT (VOL. . 98) - - -62, BEARS: PG. 98) �r S 45'53'29" W 7541 /214 15' P.U.E. (VOL.(VOLP1141�) I I 4,533.15 ;, r ;llilill'I! 171111,111l,, 15' P.U.E. Tit I 't l I TI 1'!! l ilii,! ,1 (VOL 14162, !,j '11! ,I ; I ,l, 1!'i;illli PG. 78) - �,1 �"'li( t,li;rlf-tl�r?jI1T,{IN',liili,l 1rTi ',T.il1Tr jt (�j' �t! i7 f Ni tI1 {,'!i , ii, 7I , , j IIli711 1!11111 t!71111ir!!`l'!!'` ---1 �L ill iii' '''f ,!I' - _ _ 1, •is -i 1 i`, !!,ii ;,�' ll:,{,! , ,� ;.,,•lt.,i , ;l , I,'ff illi t i.:l,,u !li II! ._..._ - r l'1.; ! l l'Ijf-'(ll�lil(, !illi iil`i''!I i:liitlilt,ir!i,rll t tf,,u Ti l'i:lil;l��fl�l�E�l fifr illllfk,,l r .I !h,77� 1, , l:,, ,' , �,• ' la.u, ` {{ _ �I�IiiII'1�Ii"11111, I!'!llll: , 11,!!1 ill iill!luuu u,llli ,U'llii7 1 { .t_ i (� i _... . SUMMIT CROSSING LANE 19 (60' R.O.W.) J • 4T.42 ' N 7'06"Qu W N 52'1631 WZ77 7 35.46' C �_ 100 -YE. LIMITS OF 100 -YEAR FLOODPLAIN (UNOFFICIAL) 15' P.U.E. & SLOPE EASEMENT (VOL. 14162, T 50' WIDE i 7, l;'ll1P�Gl -. J7;8) l / P.D.E. ? (VOL 14162,17lliI'!{! �PG. 98) �' l I ,+1111l1,i ` il`I!I It t 15' P.U.E. l fli 1� -q",qq 4 W 20'52' W �. ,;filln I 6 50.002+�B.S.L. BUILDING SETBACK LINE 35.36 LOT NUMBERN 38"03,11 v E N 37 43 29 E N 52'16 31 W i; 1N i BLOCK NUMBER - 30.13' �. 60.00 ' ,� 50.00 A COMMON AREA O' • N 716 31 W PARKLAND DEDICATION: 35.36' (SUMMIT CROSSING PHASE 3A PARKLAND) \ EASEMENTLOPE ATIQ' B'RA�.'' { 15' P.U.E. & � 0.227 ACRES (9,896 sur.)! ' '� EASEMENT C:OUN PCOL71162, I L PARKLAND DEDICATION J' S 15.15'35" W I CHANGE OF USE (PARKLAND �P OT To scai_E I Vf 57.17 I to ROW) FINAL PLAT NOTES: SU�MMI CROS: t1�G I I I - - �i CHANGE OF USE (PARKLAND 1, FUTUR PHASE 138 1 1 I t'l \;\ 20' CocS I to PUE & SLOPE EASEMENT) 1. THIS TRACT DOES NOT LIE WITHIN THE FLOOD PLAIN AS I I I _ GRAPHICALLY DEPICTED ON N 15'15'35" E �� 20' WIDE P.u.E. I F.E.M.A.- FIRM COMMUNITY PANEL N0. 48041 C 0220F, APRIL 2, 2014. 40.81' c ih P.D.E. (660/606). I I " ` „'i\ (VOL. 14162. 2. BASIS OF BEARING: BEARING SYSTEM SHOW CURVE C5: i PG. s8) ( N HEREON IS BASED ON GRID NORTH AS I I NOW OR FORMERLY NON -TANGENT C1 I ESTABLISHED FROM GPS OBSERVATION. i TH SUMMIT CROSSIN ,LLC _ _ I REMINDER OF 8.202 ACR TRACT l 3. ALL PROPERTY CORNERS ARE MONUMENTED BY 1/2" IRON RODS UNLESS OTHERWISE 754/214 + y t.l\' I NOTED: APPROX. LIMITS OF f ' N 23'13'45" E f , t ;, , 100 -YEAR FLOODPLAIN--/ 40.04' �I (UNOFFICIAL) i I I 4. DIMENSIONS SHOWN INTERIOR TO THE LOT, ALONG CURVES, BEGINNING WITH "A=" ARE ARC LENGTHS. 5. THE INSTALLATION OF STREET LIGHTS WILL BE REQUIRED AND INSTALLED IN ACCORDANCE WITH THE CoCS UNIFIED DEVELOPMENT ORDINANCE (LATEST EDITION). SUMMIT CROSSING 15' P.U.E. & SLOPE 6. BUILDING SETBACKS SHALL BE IN COMPLIANCE WITH THE UNIFIED DEVELOPMENT ORDINANCE PHASE ONE EASEMENT C3 I S 4718'58" W (UDO), LATEST EDITION, FOR THE CURRENT ZONING, PDD -PLANNED DEVELOPMENT DISTRICT 8.81 PARKLAND DEDICATIONCURVE I (ORDINANCE #2668). VOLUME 9490, PAGE. 296 NON TANGENT Ij I 56...87 CERTIFICATE OF OWNERSHIP AND DEDICATION I I I - - 7. THIS SURVEY I (= PLAT WAS PREPARED WITHOUT THE BENEFIT OF AN UPDATED TITLE 1,COMMITMENT. /ADDITIONAL EASEMENTS MAY APPLY. THE FOLLOWING BLANKET EASEMENTS DO -STATE OF TEXAS I I I 1 I II I I 'I 1 i_ APPLY TO THIS TRACT: COUNTY OF BRAZOS I I I i `~3 Y- _ CITY OF BRYAN: 98/184 I I 03 11 ' - S 4218'58" W I DWS DEVELOPMENT. INC., owner and developer of the land shown on this plat, and WIXON WATER SUPPLY CORP.: 309/670 CITY OF BRYAN: 98/90 ') " 33.93' • EASEMENT TO CITY OF COLLEGE STATION, 494/11, DOES APPLY. UNABLE TO PLOT D i ( UE TO designated herein as the SUMMIT CROSSING PHASE 3A Subdivision to the City of College Fled rar fiet_0rd in! LACK OF EVIDENCE. Station, Texas, and whose name is subscribed hereto, hereby dedicate to the use of the. _H3"-Os�h{'`t PARKLAND (CHANGE OF I -I I public forever all streets, alleys, parks, greenways, infrastructure, easements, and public :"na `itp-rjtj t„ i3R24P USE TO R..O.W.): I I I '� 8. N0 STRUCTURES, FENCING, GRADING, AND LANDSCAPING SHALL IMPEDE CONSTRICT, TRICT, OR places thereon shown for the purpose and consideration therein expressed. All such BLOCK THE FLOW OF WATER IN ANY PRIVATE PUBLIC DRAINAGE EASEMENTS OR DRAINAGE 0.091 ACRES (3,983 SQ.FT.) I I z I PRIVATE/ PUBLIC ' tions shall be in fee s' le unless expressly ovided otherwise. H; n I I PATHWAYS. F'1^_ RESOLUTION No. 04-13-17-01 30' P.U.E. I I 1 I I PARKLAND (CHANGE OF USE TO (949oi2ssj I vi 9. MAINTENANCE TO PUBLIC DRAINAGE EASEMENTS (P.D.E.) AND SLOPE EASEMENTS WILL 0 er I I ;t>}_U1�Rns hlUr,opr; iii3i��•.�11 THE RESPONSIBILITY OF THE CITY OF COLLEGE STATION. BE I 1 I 1 I I I Am, oljn� 73.00 P.U.E.0.133 SLOPE EASEMENT): ® � � � o IACRES (5,781 SQ.FT.) CERTIFICATE OF SURVEYOR STA R=°eir filu�lher - n1773 RESOLUTION No. 04-13-17-01 N TE OF TE S ' 4y� I I STATE OF TEXAS COUNTY OF - Before me, the undersigned authority, .,TETTE ut T"''AJ , 1.5-'Instrument 1 l OF e� t w'1 1 g y, on this day personally appeared 'U j l he ebq certi'9Tthat chis ins eun¢nt �t�s � COUNTY OF BRAZOS i iled cn a�¢ 0,,, _ 0.n] .rne �,volu nere0n hs me 1, BRAD KERR Registered Professional Land Surveyor No. 4502. in the State of Texas, hereby own I = certify that this plat is true and correct and was prepared from an actual survey of the to me to be the person whose name is subscribed to the foregoing instrument, and and u0� ,hula recorded in ;he v01,?ne and Page I acknowledged to me that he executed the same for the purpose and consideration therein I ( property and that property markers and monuments were placed under my supervision on the stated. � c. the l?FI't.i^.l F'uhire_t,rds 0 °_ G' ODAm rflUhIT i ground. , even under my hand and seal on this day of ._.. 20-i s stwtped hereon b9 me. Nov 20y'017 ISI Notary ublic Count�y, Stat�e of Texas 1;ra_n ,_!:tUeenp Qrnz45 i0uny l - -1 _ I °RE'rLiJ1 i;:11'•hITY _ _ _ CXMTNIA A. ZEMANEK- j Notaq Pubk. Stats of Tex -- !r • Comm. Expirsa:074W202t- _ _- CERTIFICATE OF CITY ENGINEER City Engineer of the City of College - Station, Texas, hereby certify that this Subdivision Plat conforms to the requirements of the bdivi ns of the City of College Station. _. City Engineer City of College Station I I I I CERTIFICATE OF PLANNING AND ZONING COMMISSION (L Chairman of the Planning and Zoning - Commission of the City of College Station, hereby certify that the attached plat was duly approved by the Commission on the U0 day of / bVieyhh?20 Chair a n CERTIFICATE OF THE COUNTY CLERK t._,.=::, `TtBk 1430 iau STATE OF TEXAS COUNTY OF BRAZOS I - � County Clerk, in and for said county, do I hereby certify that this plat together with its c rtificates of authentication was filed for - record in my office the 10 day of Noye01be,r• , 20 11 , in the Deed Records of Brazos County, Texas, in Volume :4510, Page :'48 I I - -I T- _ -" WI E my h an official Seal, at my office in COLLEGE STATION, Texas County Clerk Brazos County, Texasp, 0 bu I II I ( I i I I I I I I I \l I I I I I I PHASE 3A INTERIOR LINE DATA LINE BEARING DISTANCE L1 N 15'09'04" E 41.29' L2 N 52'16'31" W 40.05' L3 S 82'53'20" W 1 35.25' KERR, RPLS No. 4502 SURVEYED BY: KERR SURVEYING, LLC 409 NORTH TEXAS AVENUE BRYAN, TEXAS 77803 PHONE (979) 268-3195 F L PLAT OF SUMMIT CRO.SSING PHASE 3A 2.209 AC ROW DEDICATION - 0.227 AC PARKLAND DEDICATION 2.436 ACRES J.W. SCOTT SURVEY, A-49 COLLEGE STATION, BRAZOS COUNTY, _TEXAS SURVEYED: JANUARY 2016 DWS DEVELOPMENT, INC. PHASE 3A P.O. BOX 4508 BRYAN, TX 778.03 BOUNDARY CURVE DATA r " ry -` CURVE RADIUS ARC LENGTH DELTA ANGLE CHORD BEARING CHORD LENGTH C1 430.00' 506.84' 67'32'06" S 18'30'28" E 478.01' C2 215.00' 185.05' 49"18'55" S 9'23'52" E 179.39' C3 282.41' 256.86' 52'06'41" N 10.47'45" W 248.09' C4 383.44' 429.24' 64'08'23" N 15'39'04"W 407.17' C5 25.00' 1 39.09' 1 89'35'57" S 82'51'10" W 35.23' PLAT CALL CHORD: S 82'52'21" W - 35.23' (9490/296) INTERIOR CURVE DATA CURVE RADIUS ARC LENGTH DELTA ANGLE CHORD BEARING CHORD LENGTH C1 383.44' 6.68' 0'59'54" N 15'55'11" E 6.68' C2 370.00' 436.12' 67'32'06" N 18'30'28" W 411.31' C3 304.00' 184.29' 35'44'02" N 20'43'29" W 181.48' C4 156.02' 74.85' 14'06'40" N 929'04" E. 74.13' C5 355.00' 131.90' 21'1719" 1 N 4'36'55" E 131.15' KERR, RPLS No. 4502 SURVEYED BY: KERR SURVEYING, LLC 409 NORTH TEXAS AVENUE BRYAN, TEXAS 77803 PHONE (979) 268-3195 F L PLAT OF SUMMIT CRO.SSING PHASE 3A 2.209 AC ROW DEDICATION - 0.227 AC PARKLAND DEDICATION 2.436 ACRES J.W. SCOTT SURVEY, A-49 COLLEGE STATION, BRAZOS COUNTY, _TEXAS SURVEYED: JANUARY 2016 DWS DEVELOPMENT, INC. c/o DAVID SCAMARDO P.O. BOX 4508 BRYAN, TX 778.03 OFF: (979) 229-5118 r " ry -` EMAIL: DAVID@DWSDEVELOPMENT.COM 7► FILENAME: 060 5FP1 A SCALE: 1"=60' 'OST OFFICE BOX 9253 SUBMITTED DATE: 10/14/16 ;OLLEGE STATION, TEXAS 77842 REVISIONS: 4/4/17, 5/11/17 'MAM: CiVll Q@r eng LleeP.Col11 DRAWN BY: R.A.M. CHECKED BY: BRAD KERR FIELD BOOK: N/A PAGES: N/A )FFICE - (979) 764-0704 RME CONSULTING ENGINEERS AX - (979) 764-0704 CLIENT NO. PROJECT NO. EXAS FIRM REGISTRATION No. F-4695 2u'8 '- 0`605