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Home My WebLink AboutDrawings0 20 40 60 SCALE. 1"=20' CAUTION: CONTACT THE TEXAS EXCAVATION SAFETY SYSTEM DIG-TESS AT 1-800-344-8377 TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTACT GESSNER ENGINEERING IF CONFLICTS OCCUR. PROJECT BENCHMARK: ELEVATIONS SHOWN ARE RELATIVE TO NAVD-88 USING CITY OF COLLEGE STATION BENCHMARK CS94-129, ALUMINUM CAP SET IN CONCRETE, PUBLISHED ELEVATION = 260.92' COVER EXISTING STRIPING i ........... CONTRACTOR TO PROTECT EXISTING LIGHT POLE AND TREES DURING CONSTRUCTION. FIRM MAPNO: 48041CO310 E (Not located in 100 year toodlain or floodway) METHOD) PARKING TABULATION EXISTING PARKING: 88 SPACES (87 STD, I ADA) PROPOSED PARKING: 86 SPACES (85 STD91 ADA) r j _ REUSE EXISTING(RONT I AND REA oANDI S, RAMPS A D STAI ON 1 PROPOSE BUIL G. I SEE NOT 3. 0 `REMO E EXI ING i S S NIT RY SE ER A SERVI E LIN �UNDE S PROP SED G. S ( �I j EXISTIGSA ARY SEWE CLEA I I• 'I REMOVE EXI TING , i BUILDING EXIST NG W R SERVI E TI - i LOCA ION ;i J i I r-0 I r b O I Il 0 --�- 0- 0 0-- 0 REMOVE AND i! RELOCA E EXIS ING j -- ---- HANDIC PPED PAR 0 SIGN !t DEMOLITION INCREASED POST -DEVELOPED FLOW (RATIONAL METHOD) Ap 1 REFER TO BUILDING MANUFACTURER'S PLANS FOR COMPLETEL 100 YEAR BUILDING DIMENSIONS.. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DRAINAGE TIME OF STORM 100 YEAR STORM AREA AREA (AC) C -VALUE "C"; CONCENTRATION INTENSITY MAXIMUM FLOW LOT 8A LAKEVIEW ACRES (MIN) (IN/HR) (CFS) NEW BLDG ROOF 0.03 0.95 1 10 11.6 0.33 EROSION CONTROL PLAN LOT 7A REPLAT, LAKEVIEW ACRES `- I 5.94 ACRES 2314 HARVEY MITCHELL PKWY. S PICKENS FINANCIAL. GROUP, L.L.C. — X8499 GREENVILLE AVE, DALLAS, TX 75231 ID: 31062 f° \\E �� ZONING: C-1 o j -- r - \. . . . . . . . . ---- '� 10.0' PUE (�j EXISTING 6" CONCRETE CURB AND GUT`�ER I 1 s� 1- 1- I \ VOL.564, PG. 283 /t,/ I R7ZE C:) C J 50.0'G�E E ;2 _ roc I,' I ACCESS EASEMEN cnl PUE EXISTING \ ! I EXISTING LANDING DIMENSION CONTROL PLAN i6` * awh ed w .VOL. 564, PG. 283 / 1 11y t i �Y� lLc DETENTION LOT 8A REPLAT, LAKEV/rEW ACRES I ( I 1.1822 ACRES / ,��'14\ POND t _ I e I I 2310 HARVEY MITCHELL PKWY. S IL GERALD T. 8F PATRICIIA A. LASSITER / ? F by 4004 CAPSTONE DRIVE, CS, TX 77845 _ _ -_. / _ _ _ 1C11'�� ck"i PE I ! ID: 31965 / i��7� : I ZONING C-1 \\ \ 1 i I EXISTING , p I i 20.0 r . UMPSTER PAD ' I \ UE f� I t �j VOL 5- E 1 R : ^ I I •;'( \ 1 _ _ _ I � /�i ' ,�� — — — � � 6 , .283 � I, ' P 4\ G o' _ QG ti b, 1D9AWMWrT0XAW _—_ 5 0 ` I iI II I U \ - BIKE RACK DETAILS N oEXIS ING SIGN INSTALL SS DOUBLE ¢ } CLEANOUT ON EX. SS '-EX. METAL O, ICE LINE AT BUILDING to LEGENDLDING 11i1cw °0 Q w PROPOSED FACE 6X\ YGLE RACK LIMITS OF CONSTRUCTION o ------ — ---. �'�` � ' < w X _ I, ll I \ __ \ \ f, / I`� X2.78 v ( w O w PROPERTY LINE cn U) 0 0 �-> II '\ I XWcnrLcoU _ '� \ _ % it t I I �v > i; a co •. — — ADJACENT PROPERTY LINE Q I I / I ::':';a' tl :i ::''i :ai:'.: `i:v''} ::' \ I _ W M z _ \ EXI TI G 6" CONCRETE - \ Ii— cji > - BUILDING SETBACK LINE I I I CU B A GUTTERE \ I :::::::'')::;'•:::':: I Q Z D IL o)\ / I ::•:;:.:•::::::;:`':•:•::::;::.:: 9 UJI jib cn U— O 4 WHITE PARKING STRIPE / / >-I I 'iw N E- ai = N - ---- ---- ---- EXISTING PAVEMENT EDGE ��\ I \:;::::.:•:::;.:::•::.:':.::::::::::::. ¢ I I Ili M\ _ — — — 277.5 — — — icn 978 i :'•;[�.:�::•: �:::::::::.,:•: J z i u� EXISTING CONTOURS ILL LL1 —_° O G G EXISTING GAS LINE ( it ry --:{.::;:•:.•:::: ::•-'i1! \ •:c w EXISTING SANITARY SEWER CLEANOUT 0 \ 1 \ J — 9rd ►� W \ C:> — — — 278.5- — / I IFN EXISTING FIRE HYDRANT 5. \ I \ I PROPOSED HANDICAP PARKING - \EXISTING VPA1`Ef;Z_ME ER _ I —279.5-- \1 \ 11'� —- :'::.;•::'.: I\ \ T EXISTING WATER VALVE . . . . . . . . . . . . . . 7/ i o IU \ R LOCAT D LANDINGS, RAMPS TING WATER METER \ EXISTING — I_ —:IT -- —� 0 0 70— 0 0 = \ I III A D STAT S, EE NOTE 15 AND - _ G ADING N 9 DIMENSION PLAN _ LIMITS OF CONSTRUCTION LOTS 8A-1 REPLA''t ; LAKEVIEW ACRES _ - -- — — FO LANDI S, THIS SHEET YC:. 1.2031 ACRES F- EXISTING WATER i (1 EXISTING TREE, TO REMAIN 2801 TEXAS AVE. SOUTH SERVICE LINE _ `2� -� \ I %Aa p 9S� \� / \ J I I I NOORANI AND GURESHI INVESTMENT INC. (FIELD VERIFY) EXISTING SHRUB, TO REMAIN � \ \ \ � I I 2801 TEXAS AVE. SOUTH, CS, TX 77845 / ID: 31064 / �/ I 00EXISTING LIGHT POLE, TO REMAIN ZONING: C-1 � �L• _ _ L Rf LOCA ED EXISTING —0-0— EXISTING FENCE HANDICAPPED PARKING SIGN 277.5— \ \ _ IX _ I II , - I _ � t I I I I I t 15 RISER WITH / I )... L7 11 TRE D 61/x RISER I i ,1 j / i i I it :....... ........ t I r, } l r PROJECT TEXAS S AVENUE �. it ...... I / _LOCATION j I f 1 it / \ Ll r V) I i l ap I 1 \ , I ° I I I \ 280.11 \ _ _ \ \ -5 IS RS WITH A", iir,v - \ 1 — 279.99 \ IT EAD, 6 1/2" RISER \ �I 278.66 ,2j9 / I, EXISTING LANDING GRADING PLAN LOCATION MAP NTS SITE PLAN FOR: SITE PLAN NOTES:❑E az' 14— Ap 1 EXISTING LANDING DIMENSION CONTROL PLAN i6` * awh ed w .VOL. 564, PG. 283 / 1 11y t i �Y� lLc DETENTION LOT 8A REPLAT, LAKEV/rEW ACRES I ( I 1.1822 ACRES / ,��'14\ POND t _ I e I I 2310 HARVEY MITCHELL PKWY. S IL GERALD T. 8F PATRICIIA A. LASSITER / ? F by 4004 CAPSTONE DRIVE, CS, TX 77845 _ _ -_. / _ _ _ 1C11'�� ck"i PE I ! ID: 31965 / i��7� : I ZONING C-1 \\ \ 1 i I EXISTING , p I i 20.0 r . UMPSTER PAD ' I \ UE f� I t �j VOL 5- E 1 R : ^ I I •;'( \ 1 _ _ _ I � /�i ' ,�� — — — � � 6 , .283 � I, ' P 4\ G o' _ QG ti b, 1D9AWMWrT0XAW _—_ 5 0 ` I iI II I U \ - BIKE RACK DETAILS N oEXIS ING SIGN INSTALL SS DOUBLE ¢ } CLEANOUT ON EX. SS '-EX. METAL O, ICE LINE AT BUILDING to LEGENDLDING 11i1cw °0 Q w PROPOSED FACE 6X\ YGLE RACK LIMITS OF CONSTRUCTION o ------ — ---. �'�` � ' < w X _ I, ll I \ __ \ \ f, / I`� X2.78 v ( w O w PROPERTY LINE cn U) 0 0 �-> II '\ I XWcnrLcoU _ '� \ _ % it t I I �v > i; a co •. — — ADJACENT PROPERTY LINE Q I I / I ::':';a' tl :i ::''i :ai:'.: `i:v''} ::' \ I _ W M z _ \ EXI TI G 6" CONCRETE - \ Ii— cji > - BUILDING SETBACK LINE I I I CU B A GUTTERE \ I :::::::'')::;'•:::':: I Q Z D IL o)\ / I ::•:;:.:•::::::;:`':•:•::::;::.:: 9 UJI jib cn U— O 4 WHITE PARKING STRIPE / / >-I I 'iw N E- ai = N - ---- ---- ---- EXISTING PAVEMENT EDGE ��\ I \:;::::.:•:::;.:::•::.:':.::::::::::::. ¢ I I Ili M\ _ — — — 277.5 — — — icn 978 i :'•;[�.:�::•: �:::::::::.,:•: J z i u� EXISTING CONTOURS ILL LL1 —_° O G G EXISTING GAS LINE ( it ry --:{.::;:•:.•:::: ::•-'i1! \ •:c w EXISTING SANITARY SEWER CLEANOUT 0 \ 1 \ J — 9rd ►� W \ C:> — — — 278.5- — / I IFN EXISTING FIRE HYDRANT 5. \ I \ I PROPOSED HANDICAP PARKING - \EXISTING VPA1`Ef;Z_ME ER _ I —279.5-- \1 \ 11'� —- :'::.;•::'.: I\ \ T EXISTING WATER VALVE . . . . . . . . . . . . . . 7/ i o IU \ R LOCAT D LANDINGS, RAMPS TING WATER METER \ EXISTING — I_ —:IT -- —� 0 0 70— 0 0 = \ I III A D STAT S, EE NOTE 15 AND - _ G ADING N 9 DIMENSION PLAN _ LIMITS OF CONSTRUCTION LOTS 8A-1 REPLA''t ; LAKEVIEW ACRES _ - -- — — FO LANDI S, THIS SHEET YC:. 1.2031 ACRES F- EXISTING WATER i (1 EXISTING TREE, TO REMAIN 2801 TEXAS AVE. SOUTH SERVICE LINE _ `2� -� \ I %Aa p 9S� \� / \ J I I I NOORANI AND GURESHI INVESTMENT INC. (FIELD VERIFY) EXISTING SHRUB, TO REMAIN � \ \ \ � I I 2801 TEXAS AVE. SOUTH, CS, TX 77845 / ID: 31064 / �/ I 00EXISTING LIGHT POLE, TO REMAIN ZONING: C-1 � �L• _ _ L Rf LOCA ED EXISTING —0-0— EXISTING FENCE HANDICAPPED PARKING SIGN 277.5— \ \ _ IX _ I II , - I _ � t I I I I I t 15 RISER WITH / I )... L7 11 TRE D 61/x RISER I i ,1 j / i i I it :....... ........ t I r, } l r PROJECT TEXAS S AVENUE �. it ...... I / _LOCATION j I f 1 it / \ Ll r V) I i l ap I 1 \ , I ° I I I \ 280.11 \ _ _ \ \ -5 IS RS WITH A", iir,v - \ 1 — 279.99 \ IT EAD, 6 1/2" RISER \ �I 278.66 ,2j9 / I, EXISTING LANDING GRADING PLAN LOCATION MAP NTS SITE PLAN FOR: SITE PLAN NOTES:❑E RI KO AUTO SALES ) REFER TO BUILDING MANUFACTURER'S PLANS FOR COMPLETEL 2) BUILDING DIMENSIONS.. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CALDWELL AUTO GROUP CONTAINMENT AND PROPER DISPOSAL OF ALL LIQUID AND SOLID WASTE ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR 2310:. HARVEY MITCHELL PARKWAY SHALL USE ALL MEANS NECESSARY TO PREVENT THE OCCURRENCE OF WIND BLOWN LITTER FROM THE PROJECT SITE. COLLEGESTATION, TEXAS - 3) REQUIREDSITE IS PROVIDE CONTAINMENT WASTE TOR TO AND DURING DEMOLITION /CON CONSTRUCTION. SOLID WASTE LOT 8A LAKEVIEW ACRES ROLL OFF BOXES AND / OR METAL DUMPSTERS SHALL BE 1.1822 ACRES SUPPLIED BY THE CITY OF COLLEGE STATION OR CITY ACRES PERMITTED CONTRACTOR(S) ONLY. ZONING: C-1 4) EXISTING WATER AND SEWER LINES SHOWN ARE BASED ON SURVEYED INFORMATION AND CITY OF COLLEGE STATION UTILITY MAPS. CONTRACTOR TO UTILIZE EXISTING BUILDING WATER AND SANITARY SEWER TIE-IN LOCATIONS AND MODIFY AS NEEDED TO MATCH THE TIE-IN LOCATIONS AND CLEANOUTS OF THE NEW BUILDING. CONTRACTOR TO FIELD LOCATE TIE-IN LOCATIONS AND FLOWLINES OF EXISTING LINES. OWNER/APPLICANT: 5) ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT CALDWELL AUTOMOTIVE PARTNERS SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL 800 HIGHWAY 21 EAST DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A CALDWELL, TEXAS 77836' POINT FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE (979) 672-6416 TO MAINTAIN A UNIFIED APPEARANCE. CONTACT: STEPHEN u TEXn MAXSON 6) CONTRACTOR SHALL PROTECT ALL EXISTING LANDSCAPING ELEV'ii &ON PrIcilIT! DURING CONSTRUCTION. EMAIL:TEX CA , ELLCOUNTRY.COM 7) ALL WATER LINES TO BE CL 235 DR 14 PVC, MEETING AWWA C-900 ` . I _ OR C-909 STANDARDS. s; e, 0 8) ALL SANITARY SEWER LINES TO BE SDR -26 PVC. OMh..IAN � �D 9) SANITARY SEWER LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH TCEQ REQUIREMENTS FOR SEPARATION NOV O 5 2012 AND CROSSINGS, AND IN ACCORDANCE WITH THE 2009 INTERNATIONAL PLUMBING CODE. COLLEGE i WION 10) ALL UTILITY LINES ARE PRIVATE UNLESS NOTED OTHERWISEPREPARED BY: 11) ALL SIGNAGE SHALL BE PERMITTED SEPARATELY. 121 EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT 0 fes, 9 � n ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW I Mr >��, , 3 le AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN ' .A. SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES (' NOT CROSS ANY PROPERTY LINE. 13) THE HANDICAP ACCESSIBLE ROUTE SHALL HAVE A SLOPE NO - GREATER THAN 5% AND A CROSS SLOPE NO GREATER THAN 2%. 14) CONTRACTOR TO VERIFY EXISTING PAVEMENT IN THE HANDICAP ACCESSIBLE PARKING SPACE AND ACCESS AISLE HAS A UWPLIAN' 0 E MAXIMUM OF 904 Q1 IN ALL DIRECTION(ZVVI .-k-' 15) CONTRACTOR TO VERIFY THAT THE EXISTING WOODEN PORCH, LANDINGS AND RAMPS MEET THE REQUIREMENTS OF ADA/ TAS AND SHALL BE PERMITTED THROUGH CITY OF COLLEGE STATION I 1!Al ION BUILDING DEPARTMENT. GRADES SHOWN ON EXISTING RAMPS F RV�S TO BE RE -USED WERE MEASURED IN THE FIELD. SHOULD_ DISCREPANCIES BE FOUND, PLEASE CONTACT GESSNER - ■ ■ ENGINEERING. �P.�E oj' tF�9 Engineering 16) ALL ELECTRICAL CONDUIT MUST BE INSTALLED PER CSU SPECS `' ' AND DESIGN. *; �Z? 17) DEVELOPER SHALL PROVIDE 30' OF RIGID OR IMC CONDUIT FOR MELISSA P THOMAS 2501 Ashford Drive, Suite 102 RISER POLES. .�': ' . ............,... 18) DEVELOPER WILL INTERCEPT EXISTING CONDUIT AT tea•• 98398 DESIGNATED TRANSFORMERS OR OTHER EXISTING DEVICES 'RFs`, �ENs�°G� ? College Station, Texas 77840 AND EXTEND AS REQUIRED. s P.O. Box 10763, 77842-0763 19) IF CONDUIT DOES NOT EXIST AT OTHER EXISTING DESIGNATED 979.680.8840 (Phone) TRANSFORMER OR DEVICES, DEVELOPER WILL FURNISH OR 979.680.8841 Fax INSTALL CONDUIT AS SHOWN ON CSU ELECTRICAL LAYOUT. OCT. E5 2012 ( ) 20) CONTRACTOR IS RESPONSIBLE FOR THE RE -VEGETATION OFWWW.gessnerengineering.com DISTURBED AREAS. Firm Registration Number: F-7451 WOOD COLUMN, PAINTED, ;�C C E 10 • •: HARDITRIM PILASTER, PAI NTE DN, ACCENT COLOR ----7,, I MOM �ffil--- mmll_m I mmollmmilmil C-0 0 of ELEVATION — NORTHWEST STANDING SEAM .METAL ROOF PRE—FIN ALUMINUM FASCIA, ACCENT COLOR HARDIEPANEL VERTICAL SIDING, PAINT, FIELD COLOR ROOF SLOPE 1"X12" IS IS THE BUILDINGS FRONT ENTRANCE WHICH FACES HARVEY MITCHELL PARKWA HARDIE PLANK LAP SIDING = 510 sf (59%) 0,111 HARDIE PANEL VERTICAL SIDING = 106 sf (11 %) RELOCATED WOOD RAILING, HARDITRIM, PILASTERS, WOOD COLUMNS (ACCENT) =1 11 sf (13%) HARDITRIM AT OPENINGS (NON ACCENT) = 44 sf (5%) BUILD TO COMPLY W/ WINDOWS = 42 sf (5%) CODE, PAINTED HOLLOW METAL DOOR = 32 sf (4%) PRE -FINISHED ALUMINUM CANOPY, FASCIA (ACCENT) = 17 sf (1%) PRE -FINISHED -ALUMINUM FASCIA (NON ACCENT) = 23 sf f (20/6 AREA 869 SF, NON ACCENT COLORS 86%, ACCENT 14% PRE—FIN. ALUM CANOPY, ACCENT COLOR ELEVATION — SOUTHWEST PAINTED, HLLD ELEVATION — SOUTHEAST wApnii= PLANK LAP = 210 sf 170o/ -i 1/8" COLOR UAMMIM PLANK LAP SIDING = 527 -; (63%) HARDIE PANEL VERTICAL SIDING = 147 sf (17%) HARDITRIM, PILASTERS (ACCENT) = 63 sf (7%) HARDITRIM AT OPENINGS (NON ACCENT) = 21 sf (3%) WINDOWS = 32 sf (4%) HOLLOW METAL DOOR = 32 sf (4%) PRE -FINISHED ALUMINUM CANOPY, FASCIA (ACCENT) = 17 sf (2%) AREA 839 SF, NON ACCENT COLORS 91 %, ACCENT 9% SINGLE PLY MEMBRANE ROOF HARDIEPANEL VERTICAL SIDING, PAINT, FIELD COLOR %lop a a Limal Home•I am, "ja Fm HARDIEPLAN LAP SIDING, PAINTED, FIELD COLOR 122X HARDITRIM, HARDITRIM PILASTER, PAINTED, ACCENT COLOR SINGLE PLY MEMBRANE ROOF HARDIEPANEL VERTICAL SIDING, PAINT FIELD COLOR HARDIEPLANK LAP SIDING, PAINTED, FIELD COLOR PAINT COLORS: FIELD COLOR = SHERWIN WILLIAMS - NEW SILVERPOINT, ACCENT COLOR = SHERWIN WILLIAMS - W/S GREEN PRE -FINISHED STANDING SEAM ROOF, NATURAL GALVALUME I z0 I A rl/-\I—\UI I NI M ELEVATION — NORTHEAST rr PAINTED FIELD 11 2 1/8 w 0 HARDIE PLANK LAP SIDING 192 sf (64%) COLOR unoniGonniFi X/1=0711 -Al einmin = oa -F q0/_ OF SLOPE NINE 131 I- — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- j 41 HARDIE PANEL VERTICAL SIDING = 18 sf (6%) HARDITRIM, PILASTERS (ACCENT) = 37 sf (12%) PRE -FINISHED MECHANICAL UNITS, MATCH FIELD COLOR = 36 sf (12%) AREA 301 SF, NON ACCENT COLORS 88%, ACCENT 12% HARDITRIM PILASTERS (ACCENT) = 39 sf (13%) HARDITRIM AT OPENINGS (NON ACCENT) = 14 sf (5%) WINDOWS = 21 sf (7%) PRE -FINISHED ALUMINUM CANOPY (ACCENT) = 7 sf (2%) D/C--- -- F, -NONACCENT COLORS '850%-, ACCENT 151 6 -AREA-301--S PRE—FIN. ALUM CANOPY, ACCENT COLOR H. M. DOOR, PAINTED, FIELD COLOR 1 "X HARDITRIM, PAINTED, "X HARDITRIM, PAINTED, T COLO `— ACCENT COLOR CALDWELL AUTO GROUP - 2310 HARVEY MITCHELL PARKWAY COLLEGE STATION, TEXAS LOT 8A LAKEVIEW ACRES 1.1822 ACRES ZONING: C-1 Cn :2 0 ul Z zLij C6 C' l< IW— 4;6 1 I MIA S2 U) 00 L0 LL3 F-'r'_0_C'4 U) it 06 Cq CLq) > '10 0 n ui :2 UJ CDLLJ 0 w z 0" - LLJ I IS vz w Lo 0 .1c li 0 0- ED L9 COWAR.IANCE on� 0 N OWN E CALDIWEI L AUTOMOTIVE PARTNERS 800 iHIGHWAY 21 EAST CALD�WELL, TEXAS 77836 (979) 672-6416 CONTACT: STEPHEN "TEX" MAXSON @ Copyright 2012 by R.L. Payne & Associates, Inc. U) w < x ao� w CZ (LI0 H I z0 I A rl/-\I—\UI I NI M ELEVATION — NORTHEAST rr PAINTED FIELD 11 2 1/8 w 0 HARDIE PLANK LAP SIDING 192 sf (64%) COLOR unoniGonniFi X/1=0711 -Al einmin = oa -F q0/_ OF SLOPE NINE 131 I- — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- j 41 HARDIE PANEL VERTICAL SIDING = 18 sf (6%) HARDITRIM, PILASTERS (ACCENT) = 37 sf (12%) PRE -FINISHED MECHANICAL UNITS, MATCH FIELD COLOR = 36 sf (12%) AREA 301 SF, NON ACCENT COLORS 88%, ACCENT 12% HARDITRIM PILASTERS (ACCENT) = 39 sf (13%) HARDITRIM AT OPENINGS (NON ACCENT) = 14 sf (5%) WINDOWS = 21 sf (7%) PRE -FINISHED ALUMINUM CANOPY (ACCENT) = 7 sf (2%) D/C--- -- F, -NONACCENT COLORS '850%-, ACCENT 151 6 -AREA-301--S PRE—FIN. ALUM CANOPY, ACCENT COLOR H. M. DOOR, PAINTED, FIELD COLOR 1 "X HARDITRIM, PAINTED, "X HARDITRIM, PAINTED, T COLO `— ACCENT COLOR CALDWELL AUTO GROUP - 2310 HARVEY MITCHELL PARKWAY COLLEGE STATION, TEXAS LOT 8A LAKEVIEW ACRES 1.1822 ACRES ZONING: C-1 Cn :2 0 ul Z zLij C6 C' l< IW— 4;6 1 I MIA S2 U) 00 L0 LL3 F-'r'_0_C'4 U) it 06 Cq CLq) > '10 0 n ui :2 UJ CDLLJ 0 w z 0" - LLJ I IS vz w Lo 0 .1c li 0 0- ED L9 COWAR.IANCE on� 0 N OWN E CALDIWEI L AUTOMOTIVE PARTNERS 800 iHIGHWAY 21 EAST CALD�WELL, TEXAS 77836 (979) 672-6416 CONTACT: STEPHEN "TEX" MAXSON @ Copyright 2012 by R.L. Payne & Associates, Inc. U) w < x w CZ (LI0 H F -I u, < C/) Q) 0 0) �e a) I z0 I A rl/-\I—\UI I NI M ELEVATION — NORTHEAST rr PAINTED FIELD 11 2 1/8 w 0 HARDIE PLANK LAP SIDING 192 sf (64%) COLOR unoniGonniFi X/1=0711 -Al einmin = oa -F q0/_ OF SLOPE NINE 131 I- — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- j 41 HARDIE PANEL VERTICAL SIDING = 18 sf (6%) HARDITRIM, PILASTERS (ACCENT) = 37 sf (12%) PRE -FINISHED MECHANICAL UNITS, MATCH FIELD COLOR = 36 sf (12%) AREA 301 SF, NON ACCENT COLORS 88%, ACCENT 12% HARDITRIM PILASTERS (ACCENT) = 39 sf (13%) HARDITRIM AT OPENINGS (NON ACCENT) = 14 sf (5%) WINDOWS = 21 sf (7%) PRE -FINISHED ALUMINUM CANOPY (ACCENT) = 7 sf (2%) D/C--- -- F, -NONACCENT COLORS '850%-, ACCENT 151 6 -AREA-301--S PRE—FIN. ALUM CANOPY, ACCENT COLOR H. M. DOOR, PAINTED, FIELD COLOR 1 "X HARDITRIM, PAINTED, "X HARDITRIM, PAINTED, T COLO `— ACCENT COLOR CALDWELL AUTO GROUP - 2310 HARVEY MITCHELL PARKWAY COLLEGE STATION, TEXAS LOT 8A LAKEVIEW ACRES 1.1822 ACRES ZONING: C-1 Cn :2 0 ul Z zLij C6 C' l< IW— 4;6 1 I MIA S2 U) 00 L0 LL3 F-'r'_0_C'4 U) it 06 Cq CLq) > '10 0 n ui :2 UJ CDLLJ 0 w z 0" - LLJ I IS vz w Lo 0 .1c li 0 0- ED L9 COWAR.IANCE on� 0 N OWN E CALDIWEI L AUTOMOTIVE PARTNERS 800 iHIGHWAY 21 EAST CALD�WELL, TEXAS 77836 (979) 672-6416 CONTACT: STEPHEN "TEX" MAXSON @ Copyright 2012 by R.L. Payne & Associates, Inc.