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HomeMy WebLinkAboutDrawingsSCALE: 0 \ BUCHANAN ESTATES PLAT. 5516/118 / NOTE: PRIVATE DRAINAGE EASEMENT N/F 8305/224 APPLIES TO THIS TRACT \\�pNU GE ST // FREDDIE A. WOLTERS AND THE BENEFIT OF THE ADJOINING N PRO �6\2 p2NT' �pN c WIFE, MARY WOLTERS PROPERTY OWNED BY N F / REM. 1.866 AC. EMERALD RIDGE ESTATES, LTD. FREDDIE A. WOLTERS AND \11'28 4212/230 (SEE NOTE 10) WIFE, MARY WOLTERS R � �9_6� 9, 1/2" IRON / / 15' ACCESS EASEMENT 20.30 ACRE TRACT ROD FOUND / 30' WIDE PRIVATE CAUSE NO. 48, 414-85 4212/230 / ACCESS EASEMENT DISTRICT COURT RECORDS q4D p \i / // / 217/342 & 242/242 AND 80 R gRkw S ;78-14 „ 15' WIDE ACCESS ZO E 2;70.49, EASEMENT (0.33 ACRES) \ \ TRACT THREE, 8458/235 20' SANITARY SEWER\\\\C3�_ EASEMENT 521/292 ` \ / C Rj \ \ \ rye SEESOF�Agp��Ty INSET/ O \ _ \ / 0.15 AC. COMMON 1 - 100 x to' POA �\ \ < AREA & PUE �F 2 20' PUE > / N pLOOD p 100 0 100 200 300 Feet \ \ \ ?3A / \ 10' PUE \ \ �� \ F I.R M ZONE -iN LINE s • > �J MAP IN `moa / / / ti SS• \ \ �9�`���0 \ 480¢ l CO 163 D \ / / 790 1 ' \ C5 O \ / 20' ELECTRICAL - • EASEMENT 262 '�� \ VEASEMENT C518/2� V / 0`1�� 785/42320' UTILITY �- '00. - V A \ EASEMENTV / P A _ - N \\ PLAT 605/773 / / 077 �' / �o�� TEMPORARY / �'' .o °ti TURNAROUND \ 10' PBA \ \ 91 VOL .-----PG.---- PROPER \\ ` 7669 /�� 21 (FUTURE PHASE IV)SUBJECT \ CL 20' DRAINAGE \ / 77 V 9 S 10' PUEEASE 1 c ' PLATMENT 6 5/773 \ / // ^�� ��•, N \ / c\( F N 00 \ / &/ 6>>> ^ / 2 100 4 /p FO I \ \ �� �� S7• 532, O EMERALD RIDGES ESTATES, LTD. \ \� q�\ Q) o`� / 72' ^ o^ 20 I LO REM. 26.12 ACRE TRACT 1y �� �� O 8843/110 .`i m CIO��'� \\ /'� /off//' SAO 6066 10' PUE, PrDE 25' PUE SJ., �h � PrDE F ���P� �� \ /�2R / �' ���° Q°�� BLOCK > `��� 68-3 1 9 3 13 N' r �, Q QS ��, / / +6 • / O'2® (FUTURE PHASE 111) 20' PUE `71.70'y`OSoi, �L / O V�40 / �% s,--, 7.50 S N `\ 51.70' PrDE / / 1� �`L^ 1� PrDE v� ,3�,0 ^� 12.5o O \ 692LA Ary 4.. F < Y C2 \ IV / 07j, 25' PUE I a18 r�L7 •� % 00 "' ^^°j �� 8 EMERALD RIDGE ESTATES, LTD. \ \ 20' PUE / l30 2u' J 3S -1 REM. 18.45 ACRE TRACT /V 20 EL NT6 RICAL 6 ?�� TRACT ONE, 8337/36 785/423 G�j �$ 6 �O C), \ N _ O� 16 \ F 7 62.2 RI 2 ^ �• \ ' JO' / 1$ PRIVATE STREET C I 0 4s 72' ` 1 / cBL 0 CK > v N R a � Cl14 O F o C N 6 \ 0 .6 1 5 M �. 1 15 PUE GpM QUO 96.84 �'r qR 4 \ �3 l90 moo, C 17 yo ��82 s of Ea Qs \ /FIN__z_ i LE _ __ _y _ _/ a �3 �� 2 C N 86-18'11 " E 277.98 $1' 8 0 `O G� / \ 8 37 O ,moo N �ti2 N 88' 15'22" W 344.48' s� %R 25' PUE �3 % ^ ` o�� / ^, 9 S� �/�O�\ \ / (a/1/2' IRON \ 'V 9 85•i2' M N 8�j� �� 6� �.� \ f 0 �39uA / O, L� FS ' �0/ '� ROD FOUND \S8° 8'�3� 19 N N \ `-� (' / �\ A`L`L ��/ \2 1.70' / J W \ \ n2 ` / \ / \ 1/2" IRON Lil / / ip 12 �W S ' ROD FOUND M 60. S9 / / \ \ p5°$ io o \ \ 370 L3 � 10' PUE, PrDE '1'0 / 20' PUE / ro0 r7 0 �O / & PrDE / 39 S o O N / M� 20' UTILITY 9 \ ti� ' 4 0 J EASEMENT .7 1 709 0 N .p O / PLAT 389/179 03, -i 18 / /\ O' \ 1/2" IRON 15' PU / `� __ - ROD FOUND 20' PUE � Z\ \ �O� cp 5/8" IRON /j j 1___ _ ROD FOUND / TREE Li0 12 135.99 ' 17.25'05.320.63 STUMP j ( - N 88°30'50" _W_ 398.67' N 88°30'29" W, I 205.63' -- - - 1 7 N 88°27 04 W 345.54 I I I TREE I 7 5/8" IRONSTUMP 3/8" IRON I I 1/2" IRON / ROD FOUND // / I 16 I I I ROD FOUND ROD FOUND E20' UTILITY ASEMENT P 389/179 79 50 /43 SANDSTONE ADDITION LOT 14B OS, PLAT 389/179 I ((I 15 I I SANDSTONE ADDITION 00, oji I I III PLAT 501/473 'A0 PROPERTY LINE DATA I I I I I PROPERTY LINE DATA CURVE RADIUS DELTA ARC TANGENT S 61'18'34" W BEARING CHORD Cl 375.00 08'31'14" 55.77 27.94 S 25'55'05" E 55.72 C2 275.00 31'01'18" 148.89 76.32 S 37'10'07" E 147.08 C3 211.00 41'01'22" 151.07 78.94 S 52'25'29" E 147.87 C4 325.00 30' 15'06" 171.60 87.85 N 37'33' 13" W 169.61 C5 13.50 105'11'37" 24.79 17.66 N 75'01'28" W 21.45 C6 225.00 41'05'07" 161.34 84.31 S 31'50'09" W 157.91 C7 275.00 29'10'03" 139.99 71.55 S 2552'38" W 138.49 C8 275.00 37'14'00" 178.71 92.64 S 21'50'39" W 175.58 C9 13.50 84'53'16" 20.00 12.35 S 40'46'19" E 18.22 C10 250.00 15'14'06" 66.48 33.43 S 75'35'54" E 66.28 C11 13.50 53'40'45" 12.65 6.83 N 85'10'47" E 12.19 C12 51.50 287'21'29" 258.29 37.86 S 22'01'09" 'W 61.01 C13 13.50 53'40'45" 12.65 6.83 N 41'08'28" W 12.19 C14 200.00 47'50'04" 166.97 88.70 S 88'06'08" W 162.17 C15 13.50 53'40'45" 12.65 6.83 S 37'20'43" W 12.19 C16 51.50 287'21'29" 258.29 37.86 N 25'48'54" W 61.01 C17 13.50 53'40'45" 12.65 6.83 S 88'58'32" E 12.19 C18 250.00 15'46'05" 68.80 34.62 N 72'04'08" E 68.58 C19 13.50 78'16'51" 18.44 10.99 N 40'48'45" E 17.04 C20 325.00 37'14'00" 211.20 109.48 N 21'50'39" E 207.50 C21 225.00 29' 10'03" 114.54 58.54 N 25'52'38" E 113.31 C22 275.00 43'08'50" 207.09 108.73 N 32'52'01 " E 202.23 C23 13.50 94'01'56" 22.16 14.49 N 07'25'28" E 19.75 C24 264.35 20'52'13" 96.29 48.68 N 50'01'37" W 95.76 LINE DISTANCE BEARING L1 106.10' S 61'18'34" W L2 97.39' S 30' 14'07" E L3 50.00' S 37' 19'14" W L4 110.43' S 08'47'44" E L5 66.31' S 20'47'18" E L6 18.50' S 22'07'51" E L7 9.23' S 43'37'16" E L8 107.20' S 71'29'27" E L9 131.23' S 11' 12'58" E L10 97.41' N 80'27'15" W L11 39.44' N 47'00'25" W L12 119.75' S 40'27'39" W L13 78.85' S 01'40'20" W L14 143.63' S 67'58'51 " E L15 143.63' N 67'58'51" W L16 82.83' S 64'11'06" W L17 82.83' N 64'11'06" E L18 84.65' N 01'40'20" E L19 119.75' N 40'27'39" E L20 158.69' N 64'47'59" W L21 48.17' S 72'56'10" E L22 80.04' S 71'29'27" E L23 93.60' N 47'52'56" W L24 71.77' N 50' 17'08" W III I I GENERAL NOTES III , PRIVATE POND #1 LINE DATA LINE DISTANCE BEARING L24 92.41' S 07'29'23" E L25 53.75' S 03'46'49" E L26 96.44' S 25'06'48" W L27 58.57' S 41'47'22" W L28 29.36' S 01'03'07" W L29 27.13' N 57'31 ' 13" W L30 36.54' N 45'07'09" W L31 36.54' N 38'47'10" W L32 52.65' N 45'39'34" W L33 33.66' N 14'00'51 " W L34 120.37' N 50'02'41 " E L35 82.18' N 41'23'20" E L36 84.63' N 51'11'34" E PRIVATE POND #2 LINE DATA LINE DISTANCE BEARING L37 14.44' N 75'14'39" W L38 21.31' N 07' 1.5'56" W L39 29.77' N 67'26'18" W L40 26.36' N 1 1'21' 1 1" W L41 54.11' N 14'28'53" E L42 19.87' N 48'01'20" E PRIVATE POND CURVE DATA (NON -TANGENT CURVES) CURVE RADIUS DELTA ARC TANGENT BEARING CHORD C25 12.77 34'05'40" 7.60 3.91 S 23'40'05" W 7.48 C26 20.90 102'02'31" 37.22 25.83 S 56'42'39" W 32.49 C27 27.43 57'34'41 " 27.56 15.07 N 3453'29" W 26.42 C28 1 70.31 1 46'44'20" 1 57.36 1 30.38 N 42'02'17" W 55.78 METES 'I BOUNDS OF A DESCRIPTION 3.256 ACRE TRACT MORG RECTOR LEAGUE, A-46 COLLEGE S AT]ON, BRAZOS COUNTY, TEXAS METES AND BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRACT OR PARCEL OF LAND LYING AND BEING SITUATED IN THE MORGAN RECTOR LEAGUE, ABSTRACT NO. 46, COLLEGE STATION, BRAZOS COUNTY, TEXAS. SAID TRACT BEING ALL OF A CALLED 0.54 ACRE TRACT AS DESCRIBED BY A DEED TO EMERALD RIDGE ESTATES, LTD. RECORDED IN VOLUME 8843, PAGE 107 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, A PORTION OF A CALLED 26.12 ACRE TRACT AS DESCRIBED BY A DEED TO EMERALD RIDGE ESTATES, LTD. RECORDED IN VOLUME 8843, PAGE 110 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, AND A PORTION OF A CALLED 18.45 ACRE TRACT DESCRIBED AS TRACT ONE BY A DEED TO EMERALD RIDGE ESTATES, LTD. RECORDED IN VOLUME 8337, PAGE 36 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, SAID 18.45 ACRE TRACT BEING COMMONLY KNOWN AS SANDY RIDGE, ACCORDING TO THE PLAT RECORDED IN VOLUME 501, PAGE 473 OF THE 'DEED RECORDS OF BRAZOS COUNTY, TEXAS. SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A 1/2 INCH IRON ROD FOUND IN THE NORTHERLY LINE OF EMERALD PARKWAY (80' R.O.W.) MARKING THE NORTHWEST CORNER OF SAID 0.54 ACRE TRACT, AND THE SOUTH CORNER OF BUCHANAN ESTATES ACCORDING TO THE PLAT RECORDED IN VOLUME 5516, PAGE 118 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS; THENCE: S 78' 14' 20" E ALONG THE NORTH ILINE OF SAID 0.54 ACRE TRACT AND SAID 26.12 ACRE TRACT, SAME BEING THE SOUTH LINE OF THE REMAINDER OF A CAL ED 1.866 ACRE TRACT AND A 20.30 ACRE TRACT, BOTH AS DESCRIBED BY A DEED TO FREDDIE A. WOLTERS AND WIFE, MARYI', WOLTERS, RECORDED IN VOLUME 4212, PAGE 230 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, FOR A DISTANCE OF 270.49 FEET TO A 1/2 INCH IRON ROD SET; THENCE: THROUGH SAID 26.12 ACRE TRACT AND SAID 18.45 ACRE TRACT FOR THE FOLLOWING CALLS: S 61' 18 34 W FOR A DISTANCE OF 106.10FEET; S 30' 14 07" E FOR A DISTANCE OF 97.39 FEET TO THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF 375.00 FEET �r ALONG SAID CURVE THROUGH A :CENTRAL ANGLE OF 08' `31' 14" FOR AN ARC DISTANCE OF 55.77 FEET (CHORD BEARS: S -- 25 55' 05 E - 55.72 FEET) TO THE END OF SAID CURVE AND THE BEGINNING OF A COUNTERCLOCKWISE CURVE HAVING A RADIUS OF 275.00 FEET; ALONG SAID CURVE THROUGH A CENTRAL ANGL OF 31' 01' 18" FOR AN ARC DISTANCE OF 148.89 FEET (CHORD BEARS: S 37' 10' 07" E - 147.08 FEET) TO THE END OI SAID CURVE; S 37' 19' 14" W FOR A DISTANCE OF 50.00 FET; S 05' 09' 32" W FOR A DISTANCE OF 194.88 FEET; S 08' 47' 44" E FOR A DISTANCE OF 110.43 MEET- S 20' 47' 18" E FOR A DISTANCE OF 66.31 FEET; S 22' 07' 51 " E FOR A DISTANCE OF 18.50 I - i ET; S 43' 37' 16" E FOR A DISTANCE OF 9.23 FE (' ; S 71' 29' 27" E FOR A DISTANCE OF 107.20 EET; S 11' 12' 58" E FOR A DISTANCE OF 131.23 .EET; S 18' 35' 55" E FOR A DISTANCE OF 292.87 FEET TO A 1/2 INCH IRON ROD SET ON THE NORTH LINE OF LOT 14B, SANDSTONE ADDITION, ACCORDING TO THE PLAT RECORDED IN VOLUME 501, PAGE 473 OF THE DEED RECORDS OF BRAZOS COUNTY, TEXAS; THENCE: N 88' 27' 04" W ALONG THE COMMC LINE OF SAID 18.45 ACRE TRACT AND SAID LOT 148 FOR A DISTANCE OF 345.54 FEET TO A 1/2 INCH IRON ROD FOUND MARKING THE COMMON CORNER OF SAID LOT 14B AND LOT 15, SANDSTONE ADDITION, ACCORDING TO THE PLAT RECORDED VOLUME 389, PAGE 179 OF THE DEED RECORDS OF BRAZOS COUNTY, TEXAS; THENCE: N 88' 30' 29" W ALONG THE COMMON LINE OF SAID 18.45 ACRE TRACT AND SAID LOT 15 FOR A DISTANCE OF 205.63 FEET TO A 3/8 INCH IRON ROD FOUND MARKING THE COMMON CORNER OF SAID 18.45 ACRE TRACT AND SAID 26.12 ACRE TRACT; THENCE: ALONG THE COMMON LINE OF SAID 2712 ACRE TRACT AND SANDSTONE ADDITION (PLAT 389/179) FOR THE FOLLOWING CALLS: N 88' 30' 50" W FOR A DISTANCE OF 398.67 �EEf TO A POINT WITHIN AN EXISTING TREE STUMP; N 80' 27' 15" W FOR A DISTANCE OF 97.41 FEET TO A POINT WITHIN AN EXISTING TREE STUMP; I N 58' 22' 25" W FOR A DISTANCE OF 399.13 I[EET TO A 1/2 INCH IRON ROD FOUND MARKING THE NORTH CORNER OF LOT 18, SANDSTONE ADDITION; S 43' 29' 33" W FOR A DISTANCE OF 352.16 FEET TO A 5/8 INCH IRON ROD FOUND ON THE NORTHEAST LINE OF SANDSTONE DRIVE (60' R.O.W.) MARKING THE MOST SOUTHWESTERLY CORNER OF SAID 26.12 ACRE TRACT; THENCE: N 47' 00' 25" W ALONG THE NORTHEAST LINE OF SANDSTONE DRIVE FOR A DISTANCE OF 39.44 FEET TO A 5/8 - _INGFI-IRONS ROD- FOUND- MARKING, THE, MOST WE TERLY -CORNER OF --SAID 0.54 ACRE TRACT; - - - -= - THENCE: N 42' 17 51" E ALONG THE NORTHWEST LINE OF SAID 0.54 ACRE TRACT AND THE SOUTHEAST LINE OF EMERALD' .FOREST, PHASE SEVEN, ACCORDING TO THE PLAT RECORDED IN VOLUME 605, PAGE 773 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS, FOR A DISTANCE OF 1 28.81 TO THE POINT OF BEGINNING CONTAINING 23.256 ACRES OF LAND, MORE OF LESS, AS SURVEYED ON THE GROUND BEARING SYSTEM SHOWN HEREIN IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. 1. BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. 2. A PORTION OF THE PROPERTY DOES LIE WITHIN A DESIGNATED FLOOD PLAIN AREA ACCORDING TO THE F.I.R.M. MAPS, COMMUNITY PANEL NO. 48041CO163 D, DATED FEBRUARY 9; 2000. 3. BUILDING SETBACK LINES TO BE IN ACCORDANCE WITH CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. 4. 1/2 INCH IRON ROD SET AT ALL CORNERS UNLESS OTHERWISE NOTED. 5. PUE - PUBLIC UTILITY EASEMENT PrDE - PRIVATE DRAINAGE EASEMENT PBA - PEDESTRIAN & BICYCLE ACCESS WAY PrAE - PRIVATE ACCESS EASEMENT H.O.A. - HOMEOWNER'S ASSOCIATION 6. ALL PRIVATE STREETS SHOWN HEREON ARE CONSIDERED H.O.A. COMMON AREAS. 7. ACCESS SHALL BE PROVIDED AT ALL TIMES FOR POLICE, FIRE, CITY INSPECTION, MAIL DELIVERY, GARBAGE PICKUP, DIAL -A -RIDES, UTILITY, SCHOOL BUSES, AND OTHER HEALTH AND SAFETY RELATED VEHICLES. ACCESS MUST NOT REQUIRE DRIVERS TO EXIT THEIR VEHICLE. 8. ALL COMMON AREAS, PRIVATE STREETS, PrDEs, PrAEs, PBA's AND NEIGHBORHOOD AMENITIES SHALL BE MAINTAINED BY THE H.O.A. 9. THE HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE USE, OPERATION, INSPECTION, REPAIR, MAINTAINANCE, RECONSTRUCTION, MODIFICATION AND REMOVAL OF THE OFFSITE DRAINAGE IMPROVEMENTS OVER AND ACROSS THE EASEMENT TRACT (8305/224) TO SERVE THE DRAINAGE NEEDS OF EMERALD RIDGE ESTATES WITH RESPECT TO STORM AND SURFACE WATER RUNOFF AND DRAINAGE, AND TO CUT, TRIM AND CONTROL THE GROWTH OF VEGETATION WITHIN THE DRAINAGE IMPROVEMENTS ON THE EASEMENT TRACT WHICH MIGHT INTERFERE WITH OR THREATEN THE OPERATION AND MAINTENANCE OF THE DRAINAGE WAY. SEE PRIVATE DRAINAGE EASEMENT AGREEMENT RECORDED IN VOLUME 8305, PAGE 224 FOR MORE DETAILED INFORMATION. 10. A VARIANCE WAS APPROVED TO SECTION 8.2.A.7.b OF THE UNIFIED DEVELOPMENT ORDINANCE, RELATION TO ADJOINING STREET SYSTEMS, FOR THIS SUBIDIVISION. 11. ALL STREET LIGHTS, STREETS, CURBS, GUTTERS, SIDEWLAKS AND DRAINAGE INFRASTRUCTURE SHALL BE OWNED AND MAINTAINED BY THE H.O.A. BRAD KERR REGISTERED PROFESSIONAL LAND SURVEYOR No. 4502 SHEET 1 OF 2 OF d, '' RIDGE 18.45 ACRES VOLU E 501, PAGE 473 AND L PLAT OF EMERALD RIDGE ESTA rP L7S .PHA SE I BLOCK 1 , LOTS 1 -21 23.256 ACRES MORGAN RECTOR LEAGUE, A-46 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 INCH - 100 FEET SURVEY DATE: NOV. 2009 �A P AT DATE: 03-09-10 C REVISED: 04-05-10 OB NUMBER: 09-691 CAD NAME: 09-691 F CR5 FILE: FFOX (cont); 08-078 (job) OWNER: PREPARED BY: KERR SURVEYING, LLC EMERALD RIDGE ESTATES, LTD 505 CHURCH STREET, P.O. BOIX 269 17225 BROADMOOR, SUITE 212 COLLEGE STATION, TEXAS 77841 BRYAN, TEXAS 77802 PHONE (979) 268-3195 PHONE (979) 255-2407 I.. 1 � fffs 'I � RIM[ � a X a \ 3/8" IRON \ \\\ \ N/F ----- ROD FOUND\ J. GARLAND WATSON, JR. AND ------ --- \ \ \ \ LAURIE QUINN WATSON 65.0335E TRACT 9 9 20' SANITARY SEWER \ \ \ \ / APPROXIMATE LOCATION SIC/ LE: 1 EASEMENT 518/231 \ \ \ OF FLOOD ZONE PER TO BE ABANDONED- \ \ \ F.I.R.M. MAPS BY SEPARATE INSTRUMENT 1 nn 100 / / / / / P G EMERALD RIDGES ESTATES, LTD."DC� Q . 26.12 ACRE TRACT O 8843/110 S tK 8D � O / /1 3/8" IRON ROD FOUND I I 20' UTILITY EASEMENT II 389/179 LOT I I SANG 389/ II II 1 L_ - / \VI 15UTILITY EASEMENT / 501/473 / / / / / / 1/2" IRON 1/2" IRON ROD FOUND / ROD FOUNDL— \ (N 85'40'38" W 1095.09' TOTAL PLAT CALL) N 88°30'29" W Na -8-L27'04" W 4 67.14' 205.63' -I I-— — I I LOT 14A / 20' UTILITY SANDSTONE ADDITION I I 501/473 EASEMENT 389/179 & (TOTAL UTILITY / EASEMENT) -ONE ADDITION I I 501/473 79 LOT 14B SANDSTONE ADDITION I I 501/473 DETAIL OF PRIVATE DRAINAGE EASEMENT 20' PUE 51.70' PrDE — — -A — — — /-/— — 57'70 —N 89'15'28" E 337_74' — — — — — 20.0 ' 20' ELECTRICAL 'EASEMENT 1 785/423 1 9 E:3 \ \ \ FLOOD ZONE "AE" _ _ • . �-- ps S y 7 ZONE 6S �--- . \ FLOOD 15' UTILITY EASEMENT \� 00 ® c5 \ FLOOD ZONE "X" UNSHADED 4 ) 501/473 100' ELECTRICAL \ \\� \8�6,<<) EASEMENT 130/147 I 50' ELECTRICAL \ \ 1" X 1 " IRON EASEMENT \ \ \ \ \ BAR FOUND I 906/596 \ \ \ \ \ \\ S 65°41'48" E 50' PIPELINE \ \ \ 34.52' EASEMENT \ \ �(S 63°06'39 _E — CERTIFICATE OF 0 NERSHIP AND DEDICATION 200 300 Feet - - - - EXHIBIT -A \ \. 35.89' PLAT CALL) STATE of TEXAS PARCEL 2 COUNTY OF BRAZOS 387/946 \ \ \ O I I (We) I __, owner(s) and developer(s) of \ \ \ pc 3/8" IRON the land shown on this plat, and desig ated herein as EMERALD RIDGE ESTATES, PHASE I to ROD FOUND ANDY RIDGE \ \ % _ __l______'-_--__ 1 Bleyl & Associates I I I \ EXIST 8" WTR UNE BUCHANAN ESTATES\ \ �/ 10.856 ACRES wti 5516/118 1 /'0 \ \ FREDDIE &MARY WOLTERS ZONED A-0 ( / \\ \ \ 91.626 ACRES NOT / \ ZONED SA -0 /30' WIDE ACCESS \ \ \ 50 EXXON PIPELINE EASEMENT EXHIBIT "A 6 NMON MGF sr `6� FNr qno �2�?8.i�1?8 Cps LOT 2 EASEMENT \ \ PARCEL 1, 387/94 BLOCK 1 / 217/342 & 242/242 \ \ 12" UNE TRANSPORTING REMOVE EXIST // / / // \ PETROLEUM PRODUCTS 4 S 20 CITY OF \ POINT OF / / / / ELECTRCOLLEICAL STATION EASEMENT BEGINNING / / 785/423 \ \ \ 50' CITY OF 1/2 INCH IRON ROD/ / \ RICAL EASEMENT STATION FOUND - CM \ / \ \ \ ELECTRICAL IA4n EMERALD PARKWAY'T --.,�9 8s• , x� PROP ENTRY/EXIT GATES \ \ LEGEND 80' R•°W 3 (57' ASPHALT BOC -BOC)/ COMMON AREA \ 20'S DETAIL SHEET. 02 - --� / 15' WIDE ACCESS PROP 20' \ \ �- EASEMENT (0.33 ACRES) r PUE 10' unLr1Y EASE \ TRACT THREE, 8458/235 \ ONSITE FLOOD PLAIN PLAT 605 773 NS E LA 0 14 G RAVEL DRIVE ........................................................ .. ............. AREAS ZONED A-0 \ ( B ABANDONED) °s� S \ \ ............................................................ I / / •. •. `:.:::�:.:...: • 8 1 a 15 ACCESS EASEMENT ..................... ;:c::::::::::`. :.:i:: ©pp:....... 420 CAUSE N0. 48. 414-85 \ EXIST 24 SAN SWR UNE p ;:'`•: • L24 g4g, DISTRICT COURT RECORDS \ \ (TO BE ABANDONED) �ry 0 {25 -._ -i 120'48 %3 \ / BEGIN PUBLIC cy O �,`L f •.�, , \ ry ~ =� 68.6 30 PROPOSED Pl)BUC PROP PrDE ONSITE PEDESTRIAN & , 1 0 EXIST 6" / /21 8 k 2 O `-''...� ,•� 63.0 UTILITY EASEMENT BICYCLE ACCESS WAY 7 \ FLOOD IN AREA \ PLA S -�.. \ ......................... .......................... ........................................ PROPOSED � .. •:::: _•::::•::::::•:::•:::::::::.:. WTR UNE \ i 2 _ - - _ SEE NOTE 6 i _ \ - _ B 1 0 810 AC -�8 7` _ _ __ _ "_ .........................•- - MEDIAN 9 REZONED R 1 \ � \ •51 \ PROP- 24 SAN SWR UNE .•.�::::::::::::::.:::.�::.:�::.: \ PROPOSED BOX \. �' PROP AMBULATORY L77 CULVERT �/ / 1 PROP 8~ RAMP ^ • 163.25 \ .......:�•:C.::?............. •:.:�::::.�.: :: ' .8:iF:IRON=== , Dc'` / ry �� 0.818 AC WTR UNE \ N \ EXIST 21" SAN ~ ::r:: ••.::.....:......:.: PROP 30 O•/ � SS ?s \\ 1:�•::.:.............. - _ _ pp1 PRIVATE DRAINAGE '�� (� • l `�3 . ' PROP FH , \ SWR LINE (TO ' �` WOODED AREA _ _ _ .� EASEMENT ' / 9" BE ABANDONED 0 74 AC............:�::: _•::::::: •::::•:::ri: ` PUBLIC PEDESTRIAN .�}' •` ':.;;:::;;':::;: S 42'31.54 W EXIST 6" SAN )Y &BICYCLE ACCESS o \ / �� ,� 182.21 / / 2 WAY (SEE NOTE 6) • 3 O - �. Q . �.\-::.::\::::::.:::::.:. SWR UNE 4 V - •PROPOSED 20 --. . •---�, .PRIVATE DRAINAGE 0 7 - �/ • / ry 9 AC Fli 0 50 100 200 SCALE: 1"=100' 1 VARIES OT PHASE I: 21 PHASE 11: 1 PHASE _III: 20 PHASE IV' 1 \ �•9��, TOTAL: 43 =.. y1/1i FF sy F :' 400 ACREAGE �efi•WX z co WMOu� Mme3 - -- HASE I: 23.257 AC r7nQ'M w HASE II: 1.475 AC ton 00 00 X I (0 iASE III: .21.170 AC ` OC) J~�(0 L� 1ASE IV: 64.100 AC 1 a ZO�co W W -0 IA W 'M NOK) CCj U z 0 Od dz V w 0 5O z � QZ � .�, o U) 0 N a� N .r., W �ozoX � �•� w _e~�-•! u l- If) O <C Qs `fie'- Q'., - - -- �-1 �<N � pX i n m U o¢ Q .,' LL' NNLli X o a a } rmw cy) U N N 3 N W w o 0 x Y Z (0,4 aGt co O ��11 n o .-1 m ¢ F- O W Co H w m O JQ I. V vii o o a -1 d la � a mFa(L;. W0 Cq •- ( j faL ACREAGE �efi•WX z co WMOu� Mme3 - -- HASE I: 23.257 AC r7nQ'M 0011; HASE II: 1.475 AC ton 00 00 X I (0 iASE III: .21.170 AC ` OC) J~�(0 L� 1ASE IV: 64.100 AC 1 U) ZO�co W W -0 IA W 'M NOK) CCj U Z Od dz V w 0 PHASE LINE �� 0 20' UTILITY 0 X \ ( 0.855 AC M EASEMENT \:i:::iG:S%1'1iJ:'a?1:::51::::::::=::i:::::::i` : ::✓:.::::::::::::::::::::. T� �I. ry f ,, \ 3/8 INCH IRON ................. V 1 L / -- - - f �. J EASEMENT PLAT � _ \ S -2 -� er � ROD FOUND CM �:....................................:::......::.......::..::........::.........:•................ \................... 605/773 A I �. p _ _ f ::'�:: `�•�/ 20 SANIT � ARY SEWER / � R 4 :=•I:00`:•: T121 SUBDIVISION 2 �::��::::::•:::::•.•- �� .�.. / r- / s\ \ - \ s \ EASE ?- � MENT 518/231 � BOUNDARY LINE / \ % 1S N \ PROP 6" SANS_ \ \ ..\.. ,. ,� s � ? r T . ...............:...................................................:................................ ..........:..: - SWR LINE -� 0 BE ABANDONED 0.87 AC Sb . :•:1:30. :::�:::�:{�'_`°' ................. ........ .............. ........ ...... •...............................................................................................................234.::::::: / \ \ PROP 20 PUE 0.82 AC •, :1 CITY LIMITS EXIST 27" RCP o / \ / ` \ 1 PROP \ / & ELEC ESMT \ 4 b' �'c::::: :::.':.::::: \ PROP 20 .......................................................•••••••••••• ::::•:::::::• :•:�:::..............:..... STORM SWR ! 0 8 ,/ \ \ :;:::::::::: :: ::i:::is::::: ::::::i:::::::i: ::::: cc::: :::::::i....z......... h / 0.930 \ N \20 PUE & % G „ P' 0.88 AC \ \ o� .k ............... PUE j 2 r _. 248-- ELEC ESMT O . .L F` s " A L I LIMITS OF _ ♦ s r i --- _ . - . / 20' DRAINAGE / �• --' '> _�: ._... � . I - �• � y 20' EXISTING SANITARY:•::�::::::::;�:::::::::::::::..:.::::�•:... \.. / _._. C;6 FLOODPLAIN •� EASEMENT, PLAT / - ?. /-{.;"C \ �.=. •:_•..:..:SEWER EASEMENT 525/726;;��..:::::;-::•:c:::::::::::•::•:",;._ 36+ 605/773 \ -ZSZ- - 3 ? / / \ 0.756"AC PROP \<3) 0. Z { �-\ . / \ �'' ::::::::::::::-::. ::::: M► :.-::::. a"r" ::::::::c':::: y" \ / S . BOX CULVERT \14 \ •� � 3 - S PROP �;r:�::•?::_.`.:::.�::-:::•::::::•::•::::::::::::::::::•::::•-•'i:-=� ? LIMITS OF \ / 4• �. �y �Z_ , _ � \ I / t. . -- 7- �• • .: ;.::::..��. .................................... 0.818 .................................. r..:. FLOODWAY '� / \F �o �s ��. \ c n 1; - os18 ac 15 PUE \ \ `\ s= / / 2S ? ?A 3, \ P L15 \ \� \ 4 \ - / % cP PROP 20'- h C4Q ' / `3?• 8F, I I / _ C38 C39 _ _ -PUE Q' V O Si• - P /��' PROP 6" I * / / - 15 ACCESS EASEMENT QJ yob / SAN SWR \ I/ /.-PROP 5' - jY-50�_`.� ' S� _ \ .Lha L208 s\� b' .O 3005/335 &Q i:... I ry ` ? _ ( - \ _ S mer 10o ELECTRicaL:.. / \ / �0 .:,� ;•aF T 183 PROBATE MIN.) O - `1sT 2 ' \ l LINE 120 I f / - SIDEWALK I / ( \ _ . •� � Q EASM ,� / O ?R ` / O may/ . -'� \ PROP 20' '_ ' _ /. �. / -e�6� . _= 130/1 / (�.� �j O� \F -2,,86-~ " 1 � 7'� ^ rr PrDE .� � „'• I �I ri_ _ 2�_� y %S".a�ra � � � . � - ,� \ ` yvV � � � { ` \�� ........� � _ G) G /CONCRETE I 5 ` sbs =:-: \� ►� / / °� / ROP 2< cn i N PUBLIC PEDESTRIAN ` ��� 1 f� PROP 30 ACCESS ESMf ::..:•!•:;•: P P P 1 / \ rpt' / SPILLWAY 1.283 AC / PROP 5' O O`� �� / ( PROP \ -i' I( �a�' / ' ' �• - M- - &BICYCLE ACCESS- \ - J. x. \ _ / Q� \� / //. �/ I i n O I '1460 37 - i n 13 _ �� r'.> " FOR SYSTEM REENWAY \ Q::. SIDEWALK % p OF, / / • S .3 \ /_ IF- ( WAY (SEE NOTE 6) \ �, \ \i \ y. { 1 0.980 AC a` -I _ - _ " " _ � I � . _ v, _ •� n _ 1.142 AC t� - _ \ \ � �'r.:•::::a 0.937 AC ;ago d . y- i 0.912 AC N n - . - _\ \ 1 - " _ _ \ '\ �L\ \ b� 4 ?R XO \ 1X1 IRON 'n!�°' /. _ _ .� +�_ 0.913 AC _PROP \ L/ . _ \ _ \ . ?` \ BAR FOUN - . CM- . �S8514.10=. E , . PROP 6" / rn _ _ S85 pg ; - /� \ s o� WTR LINE. - �' \ 1 ( _ _ N - �- -�_ \ c S 65 .1'49! E .p1 AC / �n v0i { �/ • } o, \ _ - 382.23 r - PROP 20' S I 34.5 -MEAS.- PROP / / ,( O / ` \ / PROP 20 _ _ _ . \�- / / >C ? \ 248 { I _ PUE \ ' \�" ` PROP 5'_ \ -� PUE \.� �y • / //. /� / �, ��./ �ti \ l l �O \ l ? EXIST STRUCTURE - - SIDEWALK I' - (. _ _ �, - \ "'\ 1 (� 0 1 DIST. 35.$ 3 . % `480• / Qi V �ti ' O\ cs N ` `(S3 �2S �c I \ TO BE REMOVED _ _. _: �� _ -- r �s I _ EXIST. POND / V Q c� \ a L58 -a • I. _ ��' 1.057 AC O / \1 V \ N' . `` . Y \ Ai { / �.��8i1 5574"E \-- --�---�•-- _ 1 2 - �� / c� I 0. 02 ACn,�" ( / _ . ' ®- 230 73'� - -- �1 • _ 1.190 AC _ - \\ 'd> Ate• / _ \ N \ �� / _ - - \ \ \ 1.475 AC . O 3 8 INCH IRON 'Sr. / + \ h PROP 20' < / 260 ti _ _ - o� L ' \`�'sr /> .. `� PROP 25 PUE �f \ \ I PROP \ �'�n - S85' 15 �a s• & PrDE PROP b `Y \PUE ?S �(S4 ! < -` PROP 6" , ROD FOUND - >: >s ) v✓ / - 20 PUE _ WTR UNE _ BLOCK � 487.79 . / s -�► \I�`25' PUE ? \ �� . / /// �/ �cP\\\ `Ss• /v� , \ Sa, \ �.SS / / �' - _ 26' \ 50' EXXON PIPELINE- / .i J / _ / AMBULA \ PROP 25 PUE & 1 7 \ \ o \ GS6 EXHIBIT -A" • - f PROP 20 PUE /\ I \ F y 0.800 ACrye/ 1 _ 1 o - /'387/9461 \ ° �0. @i P ELEC ESMT \ r- •E PARED 2 : Z / / / , I oso2 ac / \ I n o \ I { j- } . - - - - 1 1- - �� 5� & ROUE A a Grill - 11' _ y/ \ I / PROP p ! / 725 n� ® °� ' `- i ' (- I I 1 \ l PROP 4" ` 1 \ `o/'x 1 V / �J/i -r� fi- �Sss• -� - ��'- - 4; .h} 64.79 CRES- 10 cn 2 PRO -0 I 1.319 AC w �9 \ / 1 \ �i / WTR UNE C \ ` \ \ // / 4 _ _ _ P 20 PUE .--+�_ PROP 20 PUE _ - `-•� i _ ,off o�C .� _ o: ✓9� N l / \ I Q9Z -� \ t \ ,yo x.978 AC// / / 26¢ 9 0� .. C� n r \ _ I / 50 ELECTRICAL' '1g yry r , Dc 38 12J�`7 ; i -� \ ,` / / t - 80• F \�' - 8 w _ s78• /` _ EASMENr, 906/596' o ^ NOT PLATIED . _ i�. .�, `� 15 UTILITY EASEMENT - ( 390. , /` ZO $ A -O - d / Cl 1 _ O' {yj0� VN j42 C25 ` \ > -' 501/473 (TO BE ABANDONED) { /Jx . ,L - - -1 �j \ /� y 26A I / / / -262 1.675 AC �O / e C\$� _ _ CO MO �pV C26 \ \r= { ( l 1 { _ ® _ _ _ r (TO BE ABANDONED) 1/2 INCH IR 1.666 AC 33 15 UTILITY ESUT 501/473 N ti� Oji { / \ " / \ - � 04 L46 \ G4 N q 02 \ / . { , ( { C3 G. o ti - N -� �" _ - \ ROD FOUND CM 344.48' 4y // PROP 6" SAN \ F9 277.99 4 - - sr ./ � ( \, \ � � AV ---. �.- � ( _ .�' -� . = Cs-\ � � _ _ T 15' ACCESS EASEMENT 30)5/335 N88' 1 5' 22,05"Vy I G.�� y `SWR UNE `� X43 \ _ A \ S86. 1�.03"W .+ • \ \ ND ( 6 %/, - - srs� 3p, ' I N - �c /'/ & T/183 (PROBATE IN.) _ PROP _ - - N _ O- J \ \\ v 4� _ -- .___ - P i _ ' 264-25' PUE & •� I 1.247 AC p rn -. N �•_.,f.__ �. 'Q��✓ , .- \ � PROP 20 �� � \ - � � 71 _ _ �- u, 0.924 AC- �, OELEC ESMT PUE \ \ .- \� 2a uTlLrnr - ¢ - �' ' - ' \I c22 \ EASEMENT, 501 473 I� _I !y7 . 4s ,, EXISTING PROPERLY ZONING. Z/��\\ , 1.461 AC y6E - ..- / w_ - �- \ TO BE ABANDONED - \ / .1. - 4 T' 3 `�/ - _ - SINGLE FAMILY RESIDENTIAL R.1 WITH '� 3• rn M. - ` N - _' �� /( w- 4, ) �' \N-0. ^p , - 9,53.��. _ - EXCEPTION TO FL OD PLAIN ( ) w /titi ♦ ��; b�\ PRPUE 0• o °5�'�g �- - o- o• 7 6 x--262- \ \ / 1327.83 a7- �..?`)'. - - (AGRICULTURAL -0 EN (AO)) \ ♦ ' /,t0� 1/2 INCH IRON '� ` �6 /,13y: 1 0 _ _ = I M .�� 1 1 N +n ; . _ 12 \ 1 .J rD \ 1 5 \ \ I �'. T 41.00' PROP 6" • ' " J'c� -PROP- �/ ro ROD FOUND CM ao N '� °l/ '' \ \ 1/2 INCH IRI "- 0.907 AC _r�I o .;: = 0.906 A 0 0.902 AC N rn 0.911 AC 1 4. ` 1.119 AC S76 - - - C66 - o. `+ - 20 o QOM g`�ry �+ \ ROD FOUND M- N : c� _ `� 0.926 AC 4 \ \ WTR UNE _ Q - x ��- ` 0.700 AC 4.G - PUE PROPOSED LAM USE: - n ♦ / �.y b -66+ _ . . ._ . N 1 N60, 3\4�p3 \ \ \ \ I 1. C - _ CJ �. �� _ oo �' -PROP 20' - r �'� /� ` ' - - - - I- - ~ N �>/ \ ' o� \ EXIS� FH ASSEMBL ^0 0.8os Ac �� '�� \ PROP ,oti ` ' - PUE- SINGLE FAMILY R SIDENTIAL (R1) WITH I— ��� %�'� X09 . - - - - - - - \\ - - _ - x '` `&1 2 INCH IRON \ � )y 262 \ \ (TO BE REM o - PROP 20' sem\ - 15' PUE, 00 0^ �� ' - _ EXCEPTION TO FL(OD PLAIN h\per / ♦ Oc~j - 90' �,� . _ . . _ . _ \ _ 9 Iy - '/ / °'o ROD FOUND - CM \ \ < \ / �°j CONC Pvtirr \ \ . p� (AGRICULTURAL -0 EN (AO)) - - - - \ EXIST WATER METE �a �/ r a ti z w w 8900 z J W Ix W EXIST FH - 0 m I m SANDSTONE ADDITION �/� J7. ' '' =- X _ -_ _ _ -_�� - - ' ' - _ - �\ \ (TO BE REMOVE) _ �(, PROP 24 COMMON AREA. \ \ \ ��, � STO N EH ED G E \ N9 PUE, & PUBLIC PEDESTRIAN \ / �/ j - - - - / TIE IN TO EXIST 6" I &BICYCLE ACCESS \ \ ,L 6.036 ACRES 80.63 ACRES �- _ _ -_ _ 105. = T4Q.iz' _ -- _ -- - _ _ _ - _ . _ - _J35.99'_ , L aC WATER UNE ^� \ WAY (SEE NOTE 6) i �/ . 1615 231 389/179 _ _ - N. 88.27 8 .. .. _ _ _ . N ..88'30'29'-' W • -20-5.63f_ i 345.54_ - 1 53.8 rye' -- - N 01, ZONED A-0 OWNER: 87. _ E . .20185' . -\ . . " 1 FOUND NCH ON CM ZONED R-1 _/PROPERTY CORNER FALLS -97 i� _ - _ - - - - _ _ _ _ht" 882"0' " W 467 4 MEASURED EMERALD RIDGE ESTATES. LTD ---5/8 INCH IRON IN 14 TREE. STUMP . -PROPERTY' CORNER - - _ - - -- - - - - - - _ _ _ •2 88 4�' 1 s .W ROD SET �- - - - - FALLS IN TREE STUMP- - - I - _ _ _ _ 1 INCH IRO 1722 BROADMOOR DRIVE, STE. 212 r _ _ _ _ _ _) _ - _ _ _ _ L- •3/8 -INCH . i . _ _ _ _ _ _ .-� . _ BRYAN TEXAS 77802 \ _ . _ .. _ .. _ .. _ _ _ .. _ .. _ _ I . -ROD FO - C - .. _ .. _ \ . ' . . _ . - . . - . . _ _ _ _ _ • �- - - _ _ _ -� _ _ _ _ _ _ _ _ PEDESTRIAN & I LEND PUBLIC I••�--- • _ . . _ ..BICYCLE _ - _ _ _ _ I _ BICYCLE ACCESS WAY 20' ASPHALT E_ SEE NOTE 6) i EOP-EOP -----------� .- - - --_-____-1---- -. �r- \� '---------------SII_..-..___..__-I ---..-__.fi.-SANDSTONE_ADUT N- .. _ _ .. _ I - III 80.63 ACRES' FIRE HYD w - w _ FIRE HYD 250' .) . E _ _ - 17. - BONED -R-1 � �'� , � D D Q D D Q �-- -w w W w _ - w w w - w Bleyl & Associates , J. GARLAND & LAURIE WATSON, JR. 2108 BENT OAK COLLEGE STATION, I''TEXAS 777845 BLEYL & ASSOCIATES 1722 BROADMOOR,''! STE. 210 BRYAN, TEXAS 77802 SURVEYOR: KERR SURVEYING, LLC 505 CHURCH STREET, P.O. BOX 269 COLLEGE STATION, (TEXAS 77841 DATE OF SUBMITTAL: OCTOBER 2010 4J i -I �efi•WX z co WMOu� Mme3 - -- ��-11 r7nQ'M 0011; �-1a N ton 00 00 X I (0 OC) J~�(0 L� i>5 1 U) ZO�co W W -0 IA W 'M NOK) _Z Ch U Z Od dz W w J 5O z O � QZ � .�, o U) 0 N a� N .r., W �ozoX � �•� w _e~�-•! u l- If) O <C Qs `fie'- Q'., - - -- �-1 �<N � pX i n m U o¢ Q .,' LL' NNLli X 0 a } rmw cy) III 7052 NAME: 7052-PREUMINARY-PIAT-Y 2 0 4.DWG T. 02 OF: 04 z co to CQ WI EIN g4 v w H Wq Hm a, O 0 1-4 W -0 w rA 1.4 E- rn W da dz w a mH� � QZ � um p;vmr•Wv ^ Wa+W �0m G�•�aN _e~�-•! �i? Qs `fie'- Q'., - - -- �-1 Hwy oEmC) E H I cy) U W w o (0,4 aGt co O ��11 a0 .-1 m 7052 NAME: 7052-PREUMINARY-PIAT-Y 2 0 4.DWG T. 02 OF: 04