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HomeMy WebLinkAboutPEBBLE CREEK SUBDIVISION PH9C (2007)E E E — E r E IT E E— E E E E— E .......... .......... E E Lv E— .............................. ............... ................ 100' Wide Gulf States Utilities m't Pebble Creek Pt7l*wa ....... ..... <� ...... y . ................... . Co. Es ......... .............. .................... (Vol 129, Pg. 496) ......... ..... City of College Stollon to ......................... Zoned A-0 .............................. ..... .............. ........... .......... Pebble Creek Parkivoy 01 ­.- . ............ Pebble Creek Pkwy, N........... ............ 25;k — A 255 i54 - I I 2729 Acre rroct omqlij) lecessway Scale: 1"- 50' E C V E-- -E C P_ PN MONUMENT 1151 —259 — E— E E e� *.i P===- _e E — — — — — — _260— IN I P F� P� P _P 8" Exxon -Mobil Refined Product Line P P4 —262 -12- -9/14 P_ P Cq— P_ P P 4 P P P_ - P_ - F_ - P P --p —256-- _255— 0. 'd to NO En P__ __(CtTrrer�6� abandoned) - 254­ -7 8" Blockhawk Pipeline Lines ---------- �� to .5,5) ... .... 253-- 5, , r __ . P P_ P P_ 2 Ou P P_ A(39 #34 #50 AW— 74 1. 38 0 orest circle 25 2' 1 4 0- 71' 24d T 126' 54' 54' 54' 54' 54' 04- 77 252 -0 i4' GATE 249— �49-- 77 0, P.U.L 2.4 �246 —' we J-1 SE 52 ))Jill BL)dl 24 -252-- Z co jp to Retention Existing State Highway 6 Pond V V O.A. Common Am�\ �j J0 29 28 27 26 25 24 2J 22 30 29 Existing Retention —246— Z r-c24,q v3 Pond IMITY RAP __v 250- 5r P.U.E. 20 -43' -52'— 4 —54'- 54'-- 54 - -= t: — — -54 -54'---- 54 =12 -7 2, V 4 .0 5D W . ..... t) '51).� E) . . . . . . -es N 6 .7 19 2 P.D Rear Lot Line or Lot Line �54 54 r.Dr.E..— Clystat Do SD SD— sty wns S 12 4 5 kj 4 6 8 Uj 18 7 8 4 10 Ld _5� M 15' C,9 1.0 LL_ 20' P 54' 51' C U.E. 17 7 85' 5. C 9 1 R2 to 40 67 41 72 4 Public Street Public Street 14' tn 16 Pebble Creek, Phase 48 (PLA,7CD) 12 Zoned R_ 1 5 SE77B I 5 115' UILDING J4C IN MUM B Vol 2324, Pa. 199 q) &OCK 47 65' 97' 2 14' 7!L 7� Creek, P170se -Qf' Pebbl, 15 (PLA 77ED) Zoned R- I ... . ...... 4,T 42 Vol 7,T 11, Pg. 267 36 01 . ....... 10 14 114 148' 4 tj rj .. . . . ...... . . . . . . .. . .. . .... .. ...... 56' 1 This property is zoned PDD per Ordinan C e No. 2779. 2 U GENERAL NOTES: L L — 129' Maidstone ColY 2. Proposed Land Use: 50 Residential Lots Average Lot Areu 7,400 SF Minimum Required Lot Size 5000 SF Y P 'b A Lot Density 3.83 Units/Acre 12 Max. Allowable Density 8.0 Units/Acre owned and maintained by 6 W W 3. The 4.58 acre Common Area shall be the ciation. The area includes rivate streets, 4 sid ewalks and drainage systems. 4. trical syste ly Only the water, sewer. and elec maintained. ood Insurance Rate Maps for Brazos q . 9. According to the FEmA n to tr) County, Texas and Incor orated Areas, Map Numbers 480,11 CO20.5 p ive February 9. 2000, this property is not located in a 54 5.5 D effecti 01.7 0 Ar 2 6 N \ I 4 5 7 2 X 100-year flood. hazard 8 6. The existing stormwater retention area located in Pebble Creek, OCK 4- date this pro*-ect. 10 Phase 9E has been sized to accommo record 7. ORIGIN OF BEARING SYSTEM: Monuments found a_ LOGK An the south and cost line of PEBBLE CO bearings along EEK, Pil ASE c� 9-8 recorded in Volume 5878, Page 128 of the Official Rec, ds 20' P.U. of Brazos County, Texas (O.R.B.C.) were used cs the BASIS OF BEARINGS shown on this plot. V 55 55' 55' 55' .55, 55' Wi - 8. Existing ground contours shown on this dra ng were obtained from McClure 4 Browne Engineering/Surveying, Inc. topographic- J4 -- survey. 55, S40*06 '10 IF-377. 46 4 st42. 71 9 Abbreviations: OCK 4.5 P.U.E. - Public Util:ty Easement P.D.E. - Public Drainage Easement 2 Pebble Creek, Plh, e 98 H.O.A. - Homeowners' Association (RA 17,0). Pr-A-E. - Private Access Esm't. Lq 0 Zoned R- Pr.D.E. - Private Drainage Esm'.. B.S.L. - Building Setback Line Vol 5878, Pg 128 57 56 0 14 12 10 8 (D T Pebble 7 Creek P17ase 4C ( LA7T P rD) 7 25 F.0 R RE(C(DR I Zoned R- I 10 P.U.E. Vl 2,124, Pg. 20 1 17 24r PRELIMINA R Y PLA I Congressional court Congressional DriW PEBBIE 6'REEI A5 9C 1 3. OJ7 A Legend V I?T W /,?05 'SON SUR A-202 Co� f_ L SD —SD rain ys .em GE_ _6S _)� L TEXII Proposed Storm D S t -STA TION, '31?AZO'S COUN7 Proposed Sewer Line w/ size 6W Proposed Wiuter Line w/ size SUSUIMM' APRIL 16, 2007 Property Line —266— Existing Contour Line SCAL E I nhole If* Proposed Fire Hydrant 'of Proposed Storm Drain Inlet Owner Prepared b yj Pebble Creek Development Co. McClure & Browne Engineering/Surveying, fr L ic. 4500 Pebble Creek Pkwy. 1008 Woodcreek �uite 103 12 __P 10 -7 College Stalion, Tx 77845 College Station, T,...js 7`845 M (979) 690-0992 (979) 693-3838