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HomeMy WebLinkAboutGREENSWORLD SUBDIVISION PH2 PP (1994)SCALE: 1 " = 50' e r- SERVICE POWER POLE-0-0 �N I Op i lz a. I- • i LOT 1 '• • °° I 451 .` 6.00 _256- REGENCY PARKWAY, INC. y-- _"-�5_25_2 ____ _ - ; '___- - %CREEK ss - . / V _ O, / GUY WIRE- 16.94 ACRE TRACT ,--25a- TER$ _ i 015 ,,33 / Zg.26" ' 1219/283 ,,-,� 9� CAR ---- _ ,14 OE /"E 3 _ 0 22 _29 10.0 1/2-IRON ROD SET SE(OPCK �.- �' E� 1 POWER PO GUY \141V _ CiLOT 2 � V5A/,2�� 5 GUY WIRE i INN' --POWER POLE I I , 1 I I "I' SS L G� NITRE ' POWER POLE ,- / i' / .' ,l ' 130.0D ' 1 / , SANrrARY SEWER \ I 41 I 1 /' �\ e.'f ,.- ,' ,'RADlUS:45'13'03" /\ , MANHOLE "-� cr �% DELTA: 1 / I -25Of _ CHORD. ,.E,�;',,- R ,fan 1/2-IRON ROD SET ' N LOT 1 I of LOT 3 ,1 �_------ I O- .� ��Ja /, ,� _ r�7.8 61 ACRE TRACT POWER POLE of �\ �� I - - 1 \ C3 -N.16 6 N. \ t 1 �//� REGENCY PARKWAY, INC. ;� /' - , ''268�" 1/2hiRON ROD SET I � •�' '-260- 1 \ i 156 1 1 5.05 ACRE TRACT lip _ >r -'I' N, CL I I 1219/280 ,;� �- \ 10 1 1 CL RADIUS. 130,00 �` Z� �' ✓ _ .., / -'' DELTA: 33'03 5 11 I 1 ( \�' ''' EASEMENT \ i\ / •'� /' „' CHORD: 73, 98 , ► 1 o f` - _ N 88•185is 4 IR10N ROD SET ,, / / / `\ \ \ \ `\ , �' - - _' POWER POLE--, SANITARY SEWER ' ��� \ / t\ I MANHOLE. ' , 1 \ / � N. � � . \ 1 i - - - --� - \ 00 , \ - , - - �_ = = i POWER POLE _ - _ I - , 00' 215_ ^� �' `� 25' BUILDING LINE r_-- _ - , W \ \` IROi f30D F0UN9 20' TEMPORARY UTILITY ESMT. ,- ��- - - - - -'' / �,' /1 / q ` \ ` ` • \ _ - VOL. 1201, PG. 63 ` ` _ _ _ _ - - : " 20' ELECTRICAL EGASE4M83, , PROPOSED 1\8` DIP WATERLINE 1198, - '" POWER POLE _ _ n g DIP WATERLINE- / _ _ - 1 IRON _ROD Sff - - - - - _ _ - - _ 18. 024O8.L�- - _ _ - -'' ' PROPOSED 1 " 1 /2- IRON FOUND RQ SED FIRE YDRANT �26E - _ _ _ _ ► \ _ _ - - - _ - _ _ ' _ ' ' — - _-_ --_ _= - - \-------_-' -"�. --L_. :260 _ � l , - -266' _ _ _ _ _ �- -• = - = - - ' - __ , PROPOSED\ l 8- DIP WATERLINE ,' --- -----__ POWER POLE---' ___------_--------260----------- _ ------ ----- ` ------------------ 262------------------_ _------------ _------ _------------- __ ---------------' -----264-- --- - — - - - - - - - - ---- _ ------ __ CONCRETE CURB - -------------- --- --- -----' ----266------------------------------------_ ------- �- -__------"----268-` __ __ _____-- 270---------------------------------------` ----- - _- __----- --------------------- \�----------' _-''- STATE HIGHWAY 6 — ACCESS ROAD _ - --- "------ "--- ---_= - - - --------268 -270-- - - - - - EXIT RAMP FARY SEWER MANHOLE Greensworld Phase Two 3.861 Acres / Richard Carter Survey, A-8 College Station, Brazos County, Texas / Field notes of a 3.861 acre tract or parcel of land lying and being situated in the Richard Carter Survey, Abstract No. 8, College Station, B azos County, Texas, ` z and being part of the 34.13 acre tract described in the Partial Release of Lien executed by Bert Wheeler, Inc. to Dgyis & Scarmardo Construction Co., :Inc., as recorded in Volume 1082, Page 337, of the Official Records of Brazos County, Texasl rn 0 and said 3.861 acre'AT--act being more particularly described as follows; m r„ BEGINNING at the 1/2i1 iron rod found marking the west corner of Lot 3, Block z 1, Greensworld Phase 1, according to the plat recorded in Volume 1292, Page 209, " E m of the Official Records of Brazos County, Texas, said 1/2" iron rod being in the easterly Cn o right-of-way line of State Hwy No. 6 (East Bypass); D THENCE N 18• 13' 02" W along the easterly right-of-way line of State Hwy No. 6 (East Bypass) for a distance of 408102 feet to a 1/2" iron rod set, the west corner of the beforementioned 34.13 acre tract bears N 18' 13' 02" W - 20.00 feet; THENCE N 71' 46' 58" E 115.00 feet to a 1/2" iron rod set at the beginning of a curve concave to the south, having a radius of 130.00 feet; l E THENCE easterly along said curve for an arc distance of 75.02 feet to a 1/2" a iron rod set at the end of this curve, the chord bears N 88' 18 54 E - 73.98 feet: THENCE S 75' 09' 11 " E 160.87 feet to a 1/2" iron rod set `'at the beginning of a curve, concave to the north, having a radius of 130.00 feet; I 1 THENCE easterly along said curve for an arc distance of 102.60 feet to a 1/2" iron rod set at the end of this curve, the chord bears N 82' 14' 18" E - 99.95 feet; THENCE S 30. 22' 14" E at a distance of 10.00 feet pass the 1/2" iron rod found marking the west corner of Lot 1, Block 1, Greensworrid Phase I, continue along the southwest line of the beforementioned Lot 1,, Block 1. far a total distance of 330.98 feet to the 1/2" iron rod found marking an <int-61h6r ell corner of the beforementioned Lot 1, Block 1; THENCE S 76' 45' 08" W along the northwest line of the befog--emerltioned Lot 1, and Lot 3, Block 1, Greensworld Phase I, for a distance of 490.56 feet to the PLACE OF BEGINNING, containing 3.861 acres of land, more or less. f NOTES: 1.) Basis of Bearings is the monumented mwth line of Lot 3, Block 1, Greensworld Subdivision, Phase I, I and is recorded in Volume 1292, Page 209, with a record bearing of N 76.45'08"Et 2.) A portion of this tract lies within the Special Flood Hazard Area according to the Flood Insurance I Rate Map for Brazos County, Texas and Incorporated 'Areas, Community No.: 4800831 Panel 'No.: 0142 C, ( ; Effective Date: July 2, 1992. The 100 Year Floodplain as shown hereon was dilineoted using a curvilinear line representing the intersection of the published water surface elevation with the topography 0 c as shown on the 2' contour maps prepared February - March, 1994. This line as shown is a o "worst -case" position of the floodplain based on available information. Due to a small discrepency m in datum's between the City's topographic map and the Corps of Engineers Hydraulic Study, and given D F the fact that the owner intends to reclaim the fringe of the floodplain, the position of the floodplain will be relocated for the Final Plat based on a field topographic survey and the calculated water surface c elevations from the Corps of Engineers' study. m c 3) Contour lines were taken from the City of College Station's 2' Contour Map No. 561-218, prepared February - March, 1994. 4.) The Private Drainage Easement along„ the east property line, and adjoining Carter's Creek, is l C to be privately maintained by Greensworld. i 5.) Sideline and rear setbacks shall conform to the reauilrements contained in Table A of the City of College Station Zoning Ordinance No. 1638., EffectiyT Date: March 13, -1986. l 6.) Current Zoning is C-2, Commericial- Ind ustriok... 7.) Total Subdivision acreage is 3.861 acres in 1 lot.. REVISED: DECEMBER 27, 1994 REMOVED LOT 2 PER OWNER 980-`Ipne4i ��. _ r ♦ �., ��♦'��. O♦♦III °i♦°..- oo �.o .. ,e,,'• ,' ,�o,eee ♦�,• �i`�,i//1%�♦i/1i°11�,®°�®i ee,®o �I��' � ®eel 11/� lit 4ib Ilk Uj �o`Jep` � � � � ��� �� IOC O�O� /®®® ®®o �O♦oo � � ��Q oo ®oe �s��j ,,%j f4 �•�.� �Q ipio ®® t° .o`P� �� OJ eon►.,♦ �S2.1 i i ♦ ♦ �j ♦ ®��Oo 00 �000 ee® ♦ o+ S♦♦ O " ���/I / j�I� °1 �♦ ♦o, ee000 e� oo /i��®� �� ��o eeoo,�. PRELIMINARY PLAT NOT FOR RECORD (�I�I.I:\ti�AM �)I.l.l�) tit I:�10101 �I(r\ PHASE TWO 3.861 ACRES RICHARD CARTER SURVEY, A-8 COLLEGE STATION, BRAZOS COUNTY, TEXAS OWNED AND DEVELOPED 13Ye MICHAEL K. DAVIS, TRUSTEE 4002 ASPEN BRYAN TEXAS 77802 (4093 846-3420 SCALE: 1 "=50' DECEMBER, 1994 PREPARED BY: KLING ENGINEERING & SURVEYING 4103 TEXAS AV. + P.O. BOXL4234 + BRYAN,TEXAS + PH.409/846-6212 S(W REU � OF �l _