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HomeMy WebLinkAboutDrawingsn RooF uNE --s6' —---------- TOP OF PANEL -fie=-- CONCRETE TILT -UP WALL, PPG 414-3 (TOASTED ALMOND), TYP. CONCRETE TILT -UP WALL, SW 6165 (CONNECTED GRAY), TYP. METAL FLASHING (TOP 61, TYP. 1 BRICK VENEER, BL 250 - ROYAL OAK MOD., TYP. P MP.9 -------------------------------- _STOP OF PANEL +2352U - AI - _ YRI —r 73`-4' - USE OF MATERIALS ON FACADE 11311 z/ TOTAL SQUARE FOOTAGE OF FACAD5335 sf MATERIAL .r r ENGINEERS PLANN AREA IN SQUARE PE ENT OF RA 700 University Drive College Station, Te FEET FACADE Brick (979)731-8000 1529 28.70% Veneer --.__ --- �-- _ V1 Tilt -Up PPG 414-3 2312 43.30% SW 6165 207 3.90% Wall Metal Flashing 160 3.00% Windows & 1127 21.10% Doors N.T.S. 5 5eC6 M67 f 10 ROOF IN- 22L -6 V i G i b"- 9- w) 2 54,400 SF 2 �F PANEL �YERE1� - — . 1 J_ - N L} Seg avtis = � &Xf I1S r. _ YLUA�„- u k W-1 v� THIS DRAWING IS RELEASED FOR THE PURPOSE OF: REVIEW 10/24/2008 UNDER THE AUTHORITY OF STEVE E. DUNCAN, P.E. 83252. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMITTING PURPOSES. aa6' USE OF MATERIALS ON FACADE "1" TOTAL SQUARE FOOTAGE OF FACADE ' 14751 sf MATERIAL .r r ENGINEERS PLANN AREA IN SQUARE PE O RALL 700 University Drive College Station, Te FEET FACADE Brick (979)731-8000 4526 30.70% Veneer --.__ --- �-- _ _ _ Tilt -Up PPG 414-3 4602 31.20% SW 6165 2916 19.80% Wall Metal Flashing 280 1.90% Windows & Doors 2427 16.40% i iIMAIjr,411 I" !00' vzv oy.P c�.tj,��h USE OF MATERIALS ON FACADE 1211 TOTAL SQUARE FOOTAGE OF FACADE '1.1 14751 sf MATERIAL .r r ENGINEERS PLANN AREA IN SQUARE PERCENT OF OVERALL 700 University Drive College Station, Te V FEET FACADE Brick (979)731-8000 0 0.00% Veneer --.__ --- �-- _ _ _ Tilt -Up PPG 414-3 13992 31.80% SW 6165 2916 20.10% Wall Metal Flashing 280 1.90% Windows & 2427 16.80% Doors USE OF MATERIALS ON FACADE 11411 TOTAL SQUARE FOOTAGE OF FACADE '1'1 5341 sf MATERIAL .r r ENGINEERS PLANN AREA IN SQUARE PERCENT OF OVE 700 University Drive College Station, Te FEET FACADE Brick (979)731-8000 1808 33.80% -Veneer --.__ --- �-- _ _ _ Tilt -Up PPG 414-3 933 17.50% SW 6165 1640 30.70% Wall Metal Flashing 100 1.90% Windows & 860 16.10% Doors SW lvlto5' UOo ��-e Ep P Cl ver `n•,. 3/ r a v� 3 Cx6t 6y�� d Y� o � o r�, ..aha � G, ir►'�-e- PI � � � � "'d P1 0� �. r,, rdt pl©t a � �_ �b 5CaL- 1.1 IV V.0 15 ej nuYl,-� "CJ VXX V— YJ 44 PVLP— c�hc�.s L JONES&C A RER,INC. .r r ENGINEERS PLANN RS SURVEYORS 700 University Drive College Station, Te ast, Suite as 776,40-1848 110-C (979)731-8000 Jonescarter.com i \/alley Park Center Phase 2 Building Elevations t1�y�0$ Design:CAD: Job No: Drawing No: SED C, G00O41-0II t - , r 0� �A 241 0 FM 2818 (RIGHT^OF-WAY SITE '1111 FM 2818 LOCA1101M '11_11111 11111111111 0 U ES) W �� / R L- STER OOD z ' Ali- VIGINITY MAP = e = T "FlRE� LANE,�ESIGNATED/ � � � i � I ; �_-_--� x 1 v J PARK�IG ON S t I; I W Wi I logo SIGN (12"X 1 SA1 �// A/F U,41VHOL 6.78\ �I _ ,� '"VC W _ \ I � ( , ` ONE` 6 P VC 32 57 I�\ 300 LAY OF -0 !.4� SANI TAR Y �YPANHOLE UNLESS OTHFRIN (5 STAkED oil MIA T R RlM = 332.23 0 40' 80 _�_, VAL F 6„ PVC SSF = 322.52 I. DIMEN51ON5 A 'E L3 K-OF-GURB a "--"-"----� E`� \ - _ _ _ /G!'A Vz f f 6 PVC NW = 322.38 H Yi ?RA I]/ ifflMr #1 20 P.0 2. RADIUS ARES AG -OF-CURB. DR VEL QA F' P 3. CONCRETE W L KNA'(5 ARE 6' WIDE. 4. PARKING 5TAL 5 A E q' WIDE. „ �$ J t lea 2 _. _-� �` 3 4 16 4 I � �/ ` " � --•'�- i t B.Jt'/ $-"- r ~� `� _ i _ GLV "�" 4» H -�- 5. 5TRIPING AND . IGNA CSF TO MEET TEXAS \ _ \ �' - --�� EX. HYDRANT #2 MANUAL ON TR FF I CONTROL DEV I GFS 3 15 5 ` • DETENTION POND �33 6 I \ \� -- . s a \ \\"\ 5 2 14 s A 1 0 BE FlLLED IN i / / _ __ - �--�, \ �iF� � X S "� "\ \" /\ 1 13 i / / -`^ FL T S,! I % ��\��°"\`=� / STANDARDS. 6 8.21 co / / / _ --- \ ��6.2 -,J \, STOP, M / ET / / l j \ \ o s t / 1 / --__- \ Al / \ \ \ 4� orl� 1 t1 9 \ R/N1 =„�3 8.2/ �0�'2 y ,,,,",, 1 / / - -�- \\ \\ \ 10 Rj 50.0\\ T �� 300' l -HO \\\\� �\\�� s\ \ \ 11 10 1 ' \ FL 24 J� _��M�pt ' ! / / / I \ \ lb. SIDEWALK I / --18.5-+-c^5. 8 ` \ \ \ / R3 y:.. \ \ K < 0 0� JE \ \ \�•\ \ \\ 3\3T9 3\3\\ \ l \ 3 \\ O s In 15 SIDEWALK 12 v'9 )� \ t 1 / l / % / /i f 1 01 ` b l / 5-�` �' -� "- SID WA / �,._.--.._.� 333 -, °' T �\\"�" ,� "FIRE LANE, DESIGNATED I 1 1 ,.� I j � �.\ � w � \ -� k �'i ST LARKING ONLY" 2' + , ` /S�i 5, ao 3� _ j ^ \� �'4� /ice N \ \ tij `s�h'io �j�F �'� SIGl�(-.2 X18' / �5\1 \ \\ � �A 1 ( t 1 1 1 1 1 2 ) I\ _ F I I / 'Co ) , 12 .) _ _ �\\ \ �, �lrF4'i 1i ) „� MANHOLE ���L-0- Vy` ( ®LI (//// i� o \ ) 32.34 ��\\OFA 8 39 40 41 g�/i i °� Ui FL 6 „ P VC S = 323.34 ri FL 6 y P VC SW = 32.E 25 ZQ N E 1 -OI !,,�' ( / / - 33733- I \ % N a - \ f__T\ `` b \ o ( ( I / i `"' V ®i - i -- - _� I S CPP \ - - _ a2.o - T� - - �. --- -\ i c ` / YP. ( I \ 1 HANDIM SIGN P WE ` r \ 00 I I t �? \ 14.0 + / C� t tI ® V11ITH V ACCESSIBLE \ \ P LE 15 SIDEWALK ­ RIO, a o '"� \� I / �.Z' "' \ \ \ \\ \ M LAQUE, . 6 (R7-8) Rlo. /CY) \ I / ` \ \\ \\ � t i I � aoa, SCORE \ YE 11,313 \\ , f ) / ) /VAAR@�OUS FM HANDL AMP, EYP. ��___- 335 \ \ 6 SIDEWALK $, �iSJ \4 \ ------ r+ RFVL A IE i \ I I FF Xooc WNW \ 1 \ S� �-� \ / SIG RKING \ \ \ ` I /) b ! \ 8 BIKE PARKING •7 - � • - -- - -- 334 ?? \ / / N ' '„0 1 IN \ \ _ �-_ /) 1 I \ DICAP SI �0-8) \C2 6'X1 t �YY�: --- 7 ��33�� ��tic' / FL J 24 SW = 336.95 \ 71 r6 SIDEWALK to ^ SANITARY MANHOLE Of \\ \ may- � -'� \sT\_I ' �`�6 » I .�. •.;,;:. .:.:5.� ,.` .Y.' � � 2 33 34 35 36 \ 3 ! A� X4.9 n 00 �$' ti :- 337 --------J ( ��` 20.0 ZUNL.�, o / 3 i / !Pz -� 336 47.0 j' ( 335 -_ aF w _ 335--- ••• -t-0P U8 P IDY QP ¢? P LR' UP QP 6P VVI rl Qp"11� . NCE\� j » ' �- POWER POLE - -- _ POWER POLE - - p _ i N 4Jr-29 _ - - - -- _ POWER POLE _. CHA/N LIN OWER POLE - UO �` -�-..�0. % % ., K FENCE UY ANCHORS � ANCHOR W/GUY ANCHOR SM ACM1CURB &GUTTER, TYP. 8" RED FlR LANE STRIPIN WiTH G CffY0E-i1ci�.TuraE O VERHE �NG 4" WHITE LEITER �JMEg'/E (TYp/C,qL) "NO PAR LNG , "TOW AWAY ZOI121YR/9N CHORS INDICATED CURBS � PROPOSED DETENTION POND woo" ASPIO .i NOMMI L DW/5T6 M "BS. 60' MAC 9PAOM NO AT ALL F"M FONM FRS, AND WS 2. CONTRACTION JOM Sr 10' P" $PALM. 9. THWE ARE CnY HW4M SM 6E0TECWCAL RtPCRT FOR PROX;rr R X00'0 DAna4& PAVEMENT 5EGTION n I "-P-4P P P P :--a--v -------- ' P P ----------- �'--v--r--P P P P- P --r- --i--r T -r--,-----r---p----"�-.'R -r to f a NOTES: I. City of Goilogo Station, Joseph E. Scott League, A-50 Brazos County, Texas. 2. Zoned G-2 For Commercial Industrial. 3. All proposed signs will be reviewed and permitted separately. " ^" 7-•Z R Y MANHOLE 4. Flood Hazard Statement: According to the Flood Insurance Rate Map compiled by the FEDERAL E 338.94 MANAGEMENT AGENGY FOR the National Flood Insurance Program, Community Panel No. 45041CO143 G, Brazos County, Texas dated July 2, iQa2, it appears that this property does not fall within the 100 Year Flood Hazard Boundary. 5. All roof and ground mounted mechanical equipment shall be screened from view or isolated so as not to be visible from any public right of way or residential district within 150' of the subject lot measured from a point five feet above grade. Screening shall be coordinated with the building architecture and scale to maintain a unified appearance. THSfiRAWIfKiISe�re��n FOR TMKIRPOSEOP. Valle Fork Center JONES&CARTER.INC. Valley 6. An irrigation plan will be approved prior to G.O. It will include a pressure vacuum breaker or RPZ backflow preventer REVIEW � r I Phase 2 instal led and tested per city ordinance 23x4. 10�20�2= r ENGIN E E R S • PLANNERS • S U RV E 0 R S -f. Compliance with 1A.G and I will not affect the site plan. These requirements wlll be met with awnings, stone wayn5ecoat, tDOM 1M AUTHOW11Y OF wall pop -ups, parapet articulations, color, heavy texture, or other approved methods. 57EYEE.DUNt ,RE8a91fE. 700 UnIVOMWDft E@4 SUS 11 Site Plan IT 6 NOT 710 =UBED FOR Co1s8s Sb &Mt Teoaes 77840-18A 5. Lot I construction also includes the detention facility on lots 2 and 3, and the private drive on lots 2, 3, and 4. TRWMAOR MI'm 000 MIW 11 PERISTfMPUIRPOSEIL aide Cie �11m >�i�lric SED GLS 00009-011 G2 of 5 (�.&IN� " , 111 i lip a # 11 i r,,a 1 1 t , ` O It%11%I; 1.kto., Z7 �.. } CD � Q D � ti o w .,. , , Q cp fl v . ‘'i.�:'' t + ' ^mo^ii• n ily CD 1 °r-1-(DC1— (3)(ill 16114.(1) ri):: r X CO it T II r + - = -. Y,- , —• N o c CD 1 .. �r. 4