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24x36 (2),e � I N Project Location Water Una N v /y /Cti » - I N g Sanitary Sewer Una S � - �f L O r /� t � IWL Irrigation Water Main Una �/ E E underground Electric Una / I ( Ln Electric Stub Out 1 Fnd 5/8 - "° 1/11 �k Plat Bearing used as Basis of Bearing a� W SITE BENCH MARK / r pR�� 41- �• ''b R I Now or Formerly Fire Hydrant In the northwest R.O.W. of University Drive near the east corner of the tract. I University Land Partnership t ` ' , Bolt on the fire hydrant between the words 'Bert" & "villa ". X10 N UNIVERSITY PARK PHASE II ' Elevation = 321.62 ft. E o I BLOCK "V" -LOT 3D & Part of LOT 3C I / r ROB ,� 1.06 Acres w CURRENT ZONING OF THE PROPERTY: r I = ( Zo ed 331 3 5) OV a ° COMMERCIAL C -1 - (OV) OVERLAY DISTRICT i cri ( w w v - Water Demand: �. �.`;� � `�►•,� `�� 6 -Sinks @ 3F.U. /ea. = 18 F.U. ' to - w I 2- Toliets @ 3F.U. /ea. = 6 F.U. 1- Compact Washer @ 2F.U. /ea. = 2 F.U. W I Total = 26 F.U. � I N 68 0 55 33 " E - 240.31(ACt.) w 26 F.U. = 40 GPM Peak Probable Demand I N I I a ° Irrigation - 25 GPM �xistlnq Concrete Park inq area Total Peak Probable Demand = 65 GPM Proposed n. - and S er Dem / / __._... �_,..�- _--- • - - -,.- - _--- :__,_; 4 GP 10"l + 40 GPM 44 GPM Set 5/8 I San.Swr.M H .. _, - :_ >. w c An W _ >_ _ _. ! ap E 7EE. E E E E E - E _ E E E E E r Proposed $ 1wL 1w 1 10 Utility Easement - sleeve o �= Sleeve °� I R -5'' - ms=s' GENERAL NOTES: 5 3 . 1. This property does not lie in a 100 year flood hazard area as established by the Federal Emergency 9 . No�alia6g' p -- - - - - -- - - - - - - -- -- - -- -- ( Management Agency, Flood Insurance Rate Map, Community Panel No.48041CO142C, Effective Date: July 2, $ Parking Spaces N 1992. CERTIFICATE OF THE SURVEYOR C? 72.5' q Q ; W 2. All existing asphalt and concrete, vegetation and roots to be removed prior to placement of selected fill in 11.3 55 _; din - 1 W Crete �✓rvew the building area. 1, Donald Garrett, Registerd Professional Lend Surveyor No.r2972In the State of Texas, M .a.5 - _ I I i xlstinq Can au 3. Top of curb elevation will be 6" higher than the elevation of pavement unless otherwise stated. of the property made on the ground under supervisidn Arad That, ;he mgt - R - 4.5' do hereby certify that this plat is true and correct and wa re aced from. an actual surrey - - - - - and bounds es 1 o.a' 1 .5' --- I N describing said subdivision will describe a closed �ometric fo(rtl. N I 4. All utility services shall be underground. ----- - V -- - ( 5. For concrete pavement, provide construction joints at all easement boundaries for future maintenance a ids (n a purposes. ........... .. ... ...� I Now or Formerly Donald Garrett R P.LS Na297 R - s' R -4.5' R -as' c � � v1 6. Grading Plan to be submitted under se erote cover. _ � __ -�!__ __ g I STATE FARM MUTUAL AUTO INS. CO. g P See Weir Detail UNIVERSITY PARK PHASE II " � Y x . Irrigation plan o be s ubmitted b others. Plan to include backflow prevention protection. Greece 7 Parking 'Spaces �' o$ o �, I BLOCK "V" -LOT 3A 7 t t s e y n I Interceptor, ale e n p o ( Irrigation _Plan is to be approved and installed prior to issuance of C.O. n S-E .s S S -- S�at�. ( ) - - -_ -- - - -- ---------- - - - - -- � 0 de me de r en s requ i � I 1 Gres 21.28 - Provide 11s sr ICS �G1 'meetons 9,g 856/499 & 1107/068 8. 1 0% coverage of groundcover, crotive pavement, crotive rock, o perennial grass is r ui ed n ,y Rock' Grat Rip Rap Ae Shown y parkin osans, swaes anrans a areas, the p arking - lot setback, right-of-way, and ad jacent p ropert y c Rf •Ra as hewn i -- Zoned C1 - OV 9 P 9 9 Y 1 P P Y P 9 lt islands, l d di to Sensed Flo* ° c m disturbed during construction. _.__._ - -____ _ -_ ___ -- CERTIFICATE OF THE ENGINEER 9.4G' V , g Irrigation Meter p posed 15' Fitailne Easement y 9. The subject property is required to share signage with lots C, D and E. g 1 4s2' w r Meter I o. Donald Garrett, Registerd Professional Engineer No 22790, in the State of Texas, do w a 10. At an iven time there is a seating area rovided outside, the ro ert owner will be re uired to rovide hereby certify that proper engineering consideratiorrh8siie n glean to this plat. w w ___ -- - - - - -- -- _. -_ -_ 3' Buildin .SprLrkle_�a _ Y 9 9 P property Y q P � ^ -- additional parking to meet the parking requirements. R -4.5 R-4.5' U Q ! Main Una Irrigation ( U 11. Bike rock and hand rail colors are to be the same colors that are approved for the building. Waterline Typicoly 3 , Schedule 40 PVC Q ° + .... Q I a 1w1. 1 � I �:..� 12: All roof and ground mounted mechanical equipment shall be screened from view or isolated so as not to Q y ° En be visible from any public right -of -way or residential district within 150' of the subject lot, measured from a 1 • U) o I R -45' i n- I �(} point five feet above grade. Such screening shall be cooridinated with the building architecture and scale to t�onald Gah•ett PE.`No,22790 e , M -as R -4.5' p maintain a unified appearance. �- N -� I �- ° �" - - -- - ----- - - - - -- - - - - -- N 13. Retaining wall to be decorative treatment to match the building. N (Y o o c ' PROPOSED BUILDING - �) - -- - --- - (4 - o, 24 , - c I in ( 75'X80' = 6000 Sq. Ft.) c c_ th v i Y Y PARKING ANALYSIS - - - -- �- - - -- -- -- s -- N I o' - -- a d d Ct" 3 ( Intended use: Restaurant (without drive - though) 00 00 p a 3 23' - - - -- - -- - -- - - - - -- -- -- Minimum Requirement: 1 space per 65 S.F. of floor . area ri e oa I ¢ o Floor area of the building = 75' X 80' = 6000 S.F. N m ° a °? E,, Minimum number of total parking spaces required = 6000/65 = 93 tJTiLITY TAP LEGEND ° -_- - -- - -- _ _ - - - c -site aM parking spaces provided = 92 Total number of on ® ° wM It is proposed that a bikerack accomadating 10 bikes to be provided in lieu of one parking space. W Minimum number of accessible parking spaces required. = 93/25 = 4 )) Y I ° Z Total number of accessible parking spaces provided 4 F 1 ° ° � - - - - - - - -- - -- - _ -- -- _ -- -- - r�-�• -. P 9 • P P = � ...�.� U NITARY SEWER E�/9��1'E �� Now or Formerly a m 80' _- - - - - ¢ -- _ __ -- a es ovl ed. i _ - �, lid rd and 4 Accessible parking spac are pr d ' �' 9 Sta ROSSCO CHIMNEY HILL, INC., n I - - - i `` �\ -- -- -- -- _ - - �� - � u �� - 'UN IVERSITY BAR {�PI�ASE - II - ., ._ ° ° ° ° ° ° ° DETNL R2 � a as - �tsisr����� � -�._ - -- -- rr m a a a as _:: _._ _._ -- _---- ..._.__ v ( LANDSCAPING & STREETSCAPING ANALYSIS ky __ Dt3MESTIC r BLOCK V -LOT 2 ; W WATWIRRIGATION - �j . &IFICA- AUG 0 200 ° Han rq "u v �� 3.74 Acres o � ee In t ® Q � PO I Total site area = 60000 S.F. � Lf (3216/114) Ca Meta R -4. ' R -a.5' R -a ' I Landscape Points required = 30 points per 1000 S.F. of site area A li, Zoned C 1 OV 1os 60000/1000 X 30 = 1800 points��' h < ° T s 67.,' � , y 1 �•�,: Idea ay � ®I.i -E�� � � � f' _ I a - W I alk O y. " 5 °. Gad' -1 t ®�GIIV f:�:;, to 9 Parking Spaces - - G , G , _ - I University Drive (State Highway 60) - Major arterial road. 0' 13-OW Total road frontage to the site = 240.55 ft. R -4.5' One canopy tree for every 25' of road frontage is required. ewrr Wes: One Corcrete brivewau 31 Number of canopy trees requird for streetscaping = [240.55' -(36' +4')]/25 = 8 E +4 Additional landscape points required = 300 x (240.55/50) = 1443.3 points NO REQU oi N Total Landcape Points required = 1800 +1443.3= 3248.3 points `� f or $ R -5' R -10' Number of landscape points provided by canopy trees (streetscape)= 150 X 8 =1200 points - ( Canopy trees along the streetscope area are to be "Cedar Elm" (Uimus crassifolia) or p(�11� R -1.5'. 1 R -4 l ��►►JJ R - 10. R -4s. I I equivalent with a minimum of 6' toll and a 2.1" to 3.4" caliper at 12" above the base. Number of landscape points provided by canopy trees (end islands)= 75 X 17 =1275 points 9 Parking Spaces m 10 Parking Spaces m ;. in QQ Canopy trees in the end islands area are to be "Cedar Elm" (Uimus crassifolia) or equivalent 1318"' ACKRu TRA ry 81• 2a' ®r. 9o' o• CAD - W with a minimum of 1.5" to 2.0" caliper at 12" above the base. • -C 2' curp leave out a r c o �',. 3g' W Number of shrubs provided for parking area screening = 120 PrOp05ed Deter ion Pond Area E Number of landscape points provided by shrubs = 10 X 120 = 1200 points artruf LOT 3C, v Shrubs are to be Waxieof Ligustrum (Ligustrum Texanum) or equivalent, minimum of 5 gallon. l o onne 50' Private Access :•m ; - Easement (856/273) �. Total number of landscape points provided at the site = 1200 + 1275 + 1200 = 3675 PHASE 11 Elie i' -1 /a' Motor ck wah points U PARK 1w 1wt 1wl 1wl tw 1wt rn� Iwt ---1w -� Fnd. 5/8" I/R v er va a proposed rooca on All landscaping shall be serviced by an irrigation system with a back flow preventer. Volume 5431, Page 49 I.8ox . n - Wate ve (to be relocat ) ~ Fnd 1/2 I/ Ught Pole GTE M/H re Hydrant V proposed relocation) P. O. B Extating 12" Water U na R Carter Lea A-8 ran to be rolocated ��, w �� ) 9 E 'VCE � r•., NCE BEARING 8s D 1STPu 1 Corlc dl rei:e�i k. •�� College Station GPS Monument No.122 ater Volvo M/H S 54 W - 1721.31 feet Inlet Be. t TREE LEGEND C ollege Station, Brazos County, Texas S 68 W - 240.55 (Act.& Plat) Over 163' -� I-- 325' Scale 1" = 20' May 2004 to adjacent drive p Canopy Tree COMPLIANCE D 5 Gal. Shrub AUG 2 0 2004 • APPLICANT: D �� nrHW [P ffM (M)n� C0LL[:4 w ATIUN Charles Stone GAMM I I E N GIN E E RING �t,'i+ CJ S�'RV STONE, INC. - p L4RNHT ICH P.O. Box 628/ 717 Ave.B Consulting Engineering & Land . Surveying Somerville, TX 77879 4494 Carter Creek Pkwy. STB. 108, Bryan, TX 77808 Tel: (979) 255 -5180 r Fax: (979) 596 -1285 �- 2 \ OeRnno \BuHalo_Wild_Wingd \SP,�..04.DWG Iff \� Proposed a wr. M/H 26" Post Oak 26" Pc st Oak Remainder of Lot 3C 240' -3 3 4" V1 24" ost Oc k 26" Post Oak 10" Huckberry El a c w /cap a ° N� a ° a °. a ° < a °. Z 3 4/5" H ck erry 0 1 c ^ U � a ° - 0 22 Post Dak © © C 4 ° 4 a ° Q ° 4 ° ° d �c S 68 0 55'33" W - 240.55'(Act ■& Plat) I ./N i - b, PYLON SIGN 17 A sj� n ) 4 CIS �q a °a 0 °' 4 " o Fnd. 5/8" I a °. Q Wafer Valve W Fire Hydr nt 4 a 4 ° r Valve M/H a 4 4 J Yd Q) E Q ° c c w O a- 0 ■I{■; V 4. ° .CD .. V 4 ° N 4 ° W 4 �° V - E� M M c� ° . O Cf) -N-) " N a V) Q Z 3 4/5" H ck erry 0 1 c ^ U � a ° - 0 22 Post Dak © © C 4 ° 4 a ° Q ° 4 ° ° d �c S 68 0 55'33" W - 240.55'(Act ■& Plat) I ./N i - b, PYLON SIGN 17 A sj� n ) 4 CIS �q a °a 0 °' 4 " o Fnd. 5/8" I a °. Q Wafer Valve W Fire Hydr nt 4 a 4 ° r Valve M/H