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Inlet ` d - T — 25'R i�_ _ s 10' Veri2on Southwest Esm't• T '` -- RW (2) 3/4' water Metes r C1�,� 36" RCP 6' Sidewalk - '`- r— 28611 �Ex. Inlet cp Prop. Junction Box Sewer Tap (to be installed by City Forces 2 after the appropriate tap and bore v) ` Crescent Pointe Pkwy fees have been paid) r �' gc. J 209 LF _ — -SITE PLAN SCALE: Hor: 1 " = 20' 0 10' 20' 4 i #4 Bar 1/2" - 3"R /—#4 Bars 0 18" O.C. Varies 4-- 6" Reinf. Conc. Pvmt. w/#4 Bars ® 18" O.C.E.W. (See Plans for Location) .Dtuuruccu * Preliminary Value. Exact value ubgrade with 6%* to be determined by Geotechnical Lime by weight. Engineer upon completion of cut/fill operations. TYPICAL 6" CURB & PAVEMENT DETAIL E CEFITIFIQATE 0 REQUIRED 0 +11 13 +21 -i-3' 9' 2'-3" 4'-6" 2'-3" T --T BICYCLE PARKING EI'AI L fiew FED a 21009 LEGE PT TION PARKING ISLAND TABLE PARKING ISLAND AREA (S.F.) 0 186 SF ® _-189 SF CQ 246 SF ® 288 SF C 305 SF FQ 283 SF © 597 SF Q 1 503 SF .' M.0 • - � ratan °�° < GOQege 1 1 Marcy Ln. Wrw� j �__ I e\a tion e AX 1 E 1 I auo� Pal I I -00 v 1 T O 1 O. O l boy- t111p 111 = CP?p��e`a 1 I � Location Mop i' BRIA GENERAL NOTES 1. This property is currently Zoned A—P 2. Owner & Applicant: I Briaud Financial Advisors 4444 Carters Creek Pkwy, Ste. 110 Bryan, Tx 77802 (979) 260-9711 3. Proposed Use: Office Gross Heated Footage Square : 5 880 SF q 9 (Heated): I Qyyner: Br}aud BUILDING IS NOT SPRINKLED 4444 Bryan, 4. Parking Analysis; sis• (1 79) Parking Spaces Required = 24 (1 per 250 SF) Parking Spaces Provided = 36 6. WATER AND SANITARY SEWER DEMANDS: Water Demands: Max.= 4 GPM Avg.= 1 GPM Min.= 0 GPM .. Irrigation: Max.= 20 GPM - j Sewer Demands: 1,440 GPD (Max.) _ 7. ` According to the Flood Insurance Rate Maps for Brazos County, 7exa and Incorporated- Areas, Map Numbers 48041CO,161- C. effective .July . 2, 1992. This property is not located in the 100 Year Flood Hazard Area. 8. See Civil Engineering Drawings for grading, drainage, and utility, extension plans. 9. Contour Information has been prepared from an actual on—the—grou d survey. 10. Abbreviations: P.U.E. — Public Utility Easement -rl- Tfie—.cont=tor--shall be. -responsible -for_:the--.containment and -proper --,-- dis osal of all liquid and solid waste associated with this ro'ect. P q P 1 The contractor shall use all means necessary to prevent the occurrence of wind blown litter from the project site. 12. This building will utilize a roll—out container for solid waste service. 13. All signs to be permitted separately, 14. All roof and round—mounted mechanical equipment shall be scr en ge e from view or isolated so as not to be visible from any public right—of—way or residential district within ..150' 'def this lot, measured from a point 5' above grade. Screening shall be in conformance with the buildings architecture and scale. 15. The cross access easement shall be maintained by the property owner. 16. Curbs along fire lane shall be painted red and marked with 4" white letters stating "Fire Lane, No Parking, Tow Away Zone" i FEB 0 2 ?nnq COLLWL 0 W hill VEL®PMENT SERVI( LAT FILED: km l 1• 1 4 1 al U C SITE PLAN i �I BRIA ( UD FIXAMCIAL AD VIAFOR,157 Lot 9R, Block I CRESCENT POINTE SUBDIVISION I Phose 2 (Vol. B I JO, Pg. 257 1.94 ACRES COLLEGE STATION, BRAZOS COUNTY, TEXAS SUBM/TTED.• DECEMBER, 2008 SCALE.- 1 " = 20' Qyyner: Br}aud Prepared By: 'Financial Advisors McClure & Browne Engineering/Surveying, Inc. 4444 Bryan, Carters Creek Pkwy, Ste. 110 1008 Woodcreek Dr., Suite 103 ITx 77802 College Station, Texas 77845 (1 79) F60-9771 (979) 693-3838 10030003-002-01.dwg I I I �I I I D C O y� v ? z CO) �z v Or coD m OG D C y <N n m 0m O z � (i) D z I Jm�m�4a . / / I � 70 00 9 oc f s _ ` mo � r