The URL can be used to link to this page

Home My WebLink AboutPlansPP/ARM 0. E. -" U, T. JOHN C. CULPEPPER NG -2 2' CONCRETE — DRAINAGE FLUME PARKING TYPE II PAVEMENT SEE SPEC. THIS SHEET N440 54' 00" E 9. 90' 0 10' E. NTS 1500 GALLONS GREASE TRAP tr I0 �� __N VIINITY REAP — (� EXISTING McDONALD'S SIGN TO BE REMOVED Oy \ 15' B. L. CUSTOM 0 LANDSCAPE AREA (SEE TP DISPLAY LANDSCAPE PLANS FOR DETAILS CONSTRUCT 6" P.C.C.CURB ON EXISTING PAVEMENT 4 K 4 G oT�v A < ° ti tis EXIST- TRANFORMER ON CONC. PAD TO BE RELOCATED U - -- 6" EXTRUDED CONCRETE CURB SEE CIVIL DETAIL SHEET C2 — MODIFY LIGN WITH FACE OF NEW PROJECTED DRIVE MAX ALLOAABLE PROJECTI WIN A 12" INTO DRIVE LANE 6" THICK 3000psi CONCRETE PAD PER CITY F COLLEGE STA W/ #3 @ 18" O.C.E.W. NE R4- fo IN09ASUPR -R5 CONTRACTOR TO INSTALL NEW 48"X48" 20 " EXITODRIVANE .. -- "READY ACCESS" PROJECTED DRIVE GUR GUR� WINDOW AITHIN EXISTING OPENING. I' TOTAL PROJE_OMON FRO"LD& — (RE: GUT SHEETS) ! TYPICAL C� JOHN C. C U L_ P E P P E R TOT MOJEGTION INTO N DRI NE W NG_2 r � >- L'- L17 D Ln EXIT ONLY 000 N-) 0 REMOVE AND DISPOSE EXISTING CURB WITHIN < CD PROPOSED DRIVEWAY A 7 O (_ ., a ( LL SAW CUT EXISTING PAVEMENT -'----� TIE PROPOSED PAVEMENT TO EXISTING PAVEMENT. T T SSMH FH 074 WV 0 X_ sr�y .y EXISTING TRAFFIC SIGN OCCUPANT LOAD Par 9p \ !sp �o�JG \ Hen el P QI 06/13/06 91 OCCUPANTS 9 purl O sT�9 PER CITY OF COLLEGE STATION f C 308 FQ c SUPER CYCLOOPS MODEL #2115 BY O — COLUMBIA CASCADE. STATION SITE PLAN REVIEW COMMENTS IBC 2003 - SECTION '105 29r- P PROJECT FIRE WALL FIRE -RESISTANCE RATING (TABLE "105.4) LOCATION N GROUP A2 - 2 HOUR OPENIN65 (SECTION '105.8) NEW 4" THICK X 6'-0" WIDE - SPECIFICALLY FOR THE FOLLOWING PROJECT: iy 60 tl9� SQUARE FEET. THE AGGREGATE WIDTH OFENIN6 AT ANY FLOOR p f CLO �0 0 G¢ l & LOCAL CODES, PROVIDE PP/ARM 0. E. -" U, T. JOHN C. CULPEPPER NG -2 2' CONCRETE — DRAINAGE FLUME PARKING TYPE II PAVEMENT SEE SPEC. THIS SHEET N440 54' 00" E 9. 90' 0 10' E. NTS 1500 GALLONS GREASE TRAP tr I0 �� __N VIINITY REAP — (� EXISTING McDONALD'S SIGN TO BE REMOVED Oy \ 15' B. L. CUSTOM 0 LANDSCAPE AREA (SEE TP DISPLAY LANDSCAPE PLANS FOR DETAILS CONSTRUCT 6" P.C.C.CURB ON EXISTING PAVEMENT 4 K 4 G oT�v A < ° ti tis EXIST- TRANFORMER ON CONC. PAD TO BE RELOCATED U - -- 6" EXTRUDED CONCRETE CURB SEE CIVIL DETAIL SHEET C2 — MODIFY LIGN WITH FACE OF NEW PROJECTED DRIVE MAX ALLOAABLE PROJECTI WIN A 12" INTO DRIVE LANE 6" THICK 3000psi CONCRETE PAD PER CITY F COLLEGE STA W/ #3 @ 18" O.C.E.W. NE R4- fo IN09ASUPR -R5 CONTRACTOR TO INSTALL NEW 48"X48" 20 " EXITODRIVANE .. -- "READY ACCESS" PROJECTED DRIVE GUR GUR� WINDOW AITHIN EXISTING OPENING. I' TOTAL PROJE_OMON FRO"LD& — (RE: GUT SHEETS) ! TYPICAL C� JOHN C. C U L_ P E P P E R TOT MOJEGTION INTO N DRI NE W NG_2 r � >- L'- L17 D Ln EXIT ONLY 000 N-) 0 REMOVE AND DISPOSE EXISTING CURB WITHIN < CD PROPOSED DRIVEWAY A 7 O (_ ., a ( LL SAW CUT EXISTING PAVEMENT -'----� TIE PROPOSED PAVEMENT TO EXISTING PAVEMENT. T T SSMH FH 074 WV 0 X_ sr�y .y EXISTING TRAFFIC SIGN OCCUPANT LOAD TO BE REMOVED EXISTING DINING FOOTAGE: 2;504 5F 0 15 5F/PER5ON 16"1 OCCUPANTS QI 06/13/06 91 OCCUPANTS EXISTING KITCHEN 4 SUPPORT FOOTAGE: 2,1841 SF @ 200 5F/PER50N 2 NEW BICYCLE RACKS PROVIDED: sT�9 PER CITY OF COLLEGE STATION f "NORTHSATE SPECIFIC STANDARDS" c SUPER CYCLOOPS MODEL #2115 BY CONSTRUCTION TYPE V — COLUMBIA CASCADE. STATION SITE PLAN REVIEW COMMENTS IBC 2003 - SECTION '105 EACH RACK PROVIDE5 6 PARKING SPACES FIRE WALL FIRE -RESISTANCE RATING (TABLE "105.4) FOR A TOTAL OF 12 SPACES. GROUP A2 - 2 HOUR OPENIN65 (SECTION '105.8) NEW 4" THICK X 6'-0" WIDE - SPECIFICALLY FOR THE FOLLOWING PROJECT: PUBLIC SIDEWALK PER STATE McDONALDS SQUARE FEET. THE AGGREGATE WIDTH OFENIN6 AT ANY FLOOR & LOCAL CODES, PROVIDE WALL. ACCESSIBLE RAMPS AT PLUMBING FIXTURE COUNT PROHIBITED. LOCATIONS SHOWN (TYP'L.) COPYRIGHT 2006 - (EXI5TING - 2 WATER CLOSETS, I URINAL, 2 LAVATORIES PROVIDED) CASTLES DESIGN GROUP, Inc. EXISTING MCDONALD'S SIGN (EXI5TIN6 - 3 WATER GL05ET5, 2 LAVATORIES PROVIDED) TO BE REMOVED LEGENDTOISREMAIN cDONALD'S SIGN 0 C* F Cm m CONSTRUCT 6" P.C.C. CURB ON EXISTING PAVEMENT POWERPOLE WITH CROSSARM EXISTING OVERHEAD ELECTRIC EXISTING UNDERGROUND TELEPHONE EXISTING WATER LINE EXISTING SAN SEWER LINE P. EXISTING GAS LINE SANITARY SEWER MANHOLE FIRE HYDRANT WATER VALVE W BARBED WIRE FENCE EDGE OF PAVEMENT W 2 HR FIRE WALL 32'-0" PROPOSED DINING ADDITION 1,364 SQ. FT, r cQ��c t7 ww CL w ~` 0.6 !'= w �CL Y Ld w d a I'Hl 1/4" O y� 102 B. SAW CUT EXISTING PAVEMENT TIE PROPOSED PAVEMENT TO EXISTING PAVEMENT, LANDSCAPE AREA (SEE LANDSCAPE PLANS FOR DETAILS ) F_ z� LU �w bi a a� — S UJ h rl �w zw Y w CL R4.0' w F-- - w w'''J =z w h �w 0W �w Q U1 a. EXISTING McDONALD'S SIGN TO BE REMOVED INSTALL WHEEL A2- STOP 4" 00" W 216.60, . FRONT LOADER TRASH COMPACTOR TO BE INSTALLED, COORDINATE ELECTRIC WITH CITY 20' x 20' TRASH ENCLOSURE W/ EXTERIOR 1'0 MATCH BUILDING 10.5' x 20' DRY STORAGE W/ EXTERIOR TO MATCH BUILDING DABBS UNIV. INC. NG -2 20' x 40' STORAGE BLDG. W/ EXTERIOR 1'0 MATCH BUILDING n 7" THICK 4000psi CONCRETE PAD W/ 0 A 06/13/06 #3 BARS @ 18' 0/C EACH WAY 450 38' 00" W 30. 00' ABBRASSIVE TILED ENTRY UNLESS NOTED `T' THICK 3000psi BROOM FINISHED CONCRETE SIDEWALK -(h 1p 6" EXTRUDED CONCRETE CURB W fir` Al J m 6' WOOD FENCE PAINTED STRIPING TYPICAL� Al vs �y AG DABBS UNIV. INC, NG -2 %A 0��°'��P� qo s� cti < f T 140. 00' FSTING TRAFFIC SIGNSBE RELOCATED HANDICAPPED RAMP PER A.D,A J P SPEC. W/DETECTABLE WARNING MATERIAL FULL WIDTH OF RAMP & SLOPES NOT TO EXCEED 1:12 STING TRAFFIC SIGNS VZ BE RELOCATED University Drive a k, a, F. K 60 110' R. 0, W. 6" CONCRETE APPROACH 3000psi W/ #3 BARS @ 18" O.C.E.W, SAW CUT EXISTING PAVEMENT TIE PROPOSED PAVEMENT TO EXISTING PAVEMENT. EXISTING STREET CROSSING AREA TO REMAIN, ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY NOTE: FLOOD INSURANCE RATE MAP NO, 413041 CO144C, REVISED DATE ALL DIMENSIONS ARE TO FACE OF 1992, THE SUBJECT PROPERTY LIES WITHIN ZONE 'Y' (UNSHADED) CURB UNLESS OTHERWISE NOTED, AREAS DETERMINED TO BE OUTSIDE THE 500 -YEAR FLOODPLAIN. NOTE: ALL LANDSCAPE AREAS, PARKING LOTS ISLANDS, SHALES, DRAINAGE AREAS, PARKING LOT SETBACKS, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED BY CONSTRUCTION SHALL BE RECEIVE 100% COVERAGE OF: GRONDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS. BICYCLE PARKING STANDARDS: FOR NON RESIDENTIAL USES A MINIMUM OF FOUR (4) BICYCLE PARKING SPACES PLUS ONE (1) ADDITIONAL SPACE PER ONE THOUSAND (1000) SQARE FEET OF FLOOR AREA ABOVE 2,000 SQARE FEET SHALL BE R-'QUIRED. &UIL12ING AREA CALCULATION: EXI5TING BUILDING AREA: 4;6x3 50. FT. PROP05ED ADDITION: 1,364 5Q. FT. TOTAL BUILDING AREA: 6,05-1 50. FT. REQUIRED BICYCLE PARKING ALLOWANCE 4> REQUIRED + i PER 1,000 ABOVE 2,000 50. FT. 6,05-1 - 2,000 = 4,051 50. FT 4,051 / 1000= 4.05*1 4 REQUIRED + 4.05'1 ADDITIONAL SPACES = cl REQUIRED 12 PROVIDED PROJECT INFORMATION OCCUPANT LOAD ■ EXISTING DINING FOOTAGE: 2;504 5F 0 15 5F/PER5ON 16"1 OCCUPANTS NEW DINING FOOTAGE: 1,364-5F @ 15 5E/FER5ON 91 OCCUPANTS EXISTING KITCHEN 4 SUPPORT FOOTAGE: 2,1841 SF @ 200 5F/PER50N it OCCUPANTS TOTAL OCCUPANTS: 2641 OCCUPANTS CODE INFORMATION /r. c CITY OF CONSTRUCTION TYPE V FIRE WALL/OPENING STATION SITE PLAN REVIEW COMMENTS IBC 2003 - SECTION '105 D FIRE WALL FIRE -RESISTANCE RATING (TABLE "105.4) GROUP A2 - 2 HOUR EXISTING McDONALD'S SIGN TO BE REMOVED INSTALL WHEEL A2- STOP 4" 00" W 216.60, . FRONT LOADER TRASH COMPACTOR TO BE INSTALLED, COORDINATE ELECTRIC WITH CITY 20' x 20' TRASH ENCLOSURE W/ EXTERIOR 1'0 MATCH BUILDING 10.5' x 20' DRY STORAGE W/ EXTERIOR TO MATCH BUILDING DABBS UNIV. INC. NG -2 20' x 40' STORAGE BLDG. W/ EXTERIOR 1'0 MATCH BUILDING n 7" THICK 4000psi CONCRETE PAD W/ 0 A 06/13/06 #3 BARS @ 18' 0/C EACH WAY 450 38' 00" W 30. 00' ABBRASSIVE TILED ENTRY UNLESS NOTED `T' THICK 3000psi BROOM FINISHED CONCRETE SIDEWALK -(h 1p 6" EXTRUDED CONCRETE CURB W fir` Al J m 6' WOOD FENCE PAINTED STRIPING TYPICAL� Al vs �y AG DABBS UNIV. INC, NG -2 %A 0��°'��P� qo s� cti < f T 140. 00' FSTING TRAFFIC SIGNSBE RELOCATED HANDICAPPED RAMP PER A.D,A J P SPEC. W/DETECTABLE WARNING MATERIAL FULL WIDTH OF RAMP & SLOPES NOT TO EXCEED 1:12 STING TRAFFIC SIGNS VZ BE RELOCATED University Drive a k, a, F. K 60 110' R. 0, W. 6" CONCRETE APPROACH 3000psi W/ #3 BARS @ 18" O.C.E.W, SAW CUT EXISTING PAVEMENT TIE PROPOSED PAVEMENT TO EXISTING PAVEMENT. EXISTING STREET CROSSING AREA TO REMAIN, ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY NOTE: FLOOD INSURANCE RATE MAP NO, 413041 CO144C, REVISED DATE ALL DIMENSIONS ARE TO FACE OF 1992, THE SUBJECT PROPERTY LIES WITHIN ZONE 'Y' (UNSHADED) CURB UNLESS OTHERWISE NOTED, AREAS DETERMINED TO BE OUTSIDE THE 500 -YEAR FLOODPLAIN. NOTE: ALL LANDSCAPE AREAS, PARKING LOTS ISLANDS, SHALES, DRAINAGE AREAS, PARKING LOT SETBACKS, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED BY CONSTRUCTION SHALL BE RECEIVE 100% COVERAGE OF: GRONDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS. BICYCLE PARKING STANDARDS: FOR NON RESIDENTIAL USES A MINIMUM OF FOUR (4) BICYCLE PARKING SPACES PLUS ONE (1) ADDITIONAL SPACE PER ONE THOUSAND (1000) SQARE FEET OF FLOOR AREA ABOVE 2,000 SQARE FEET SHALL BE R-'QUIRED. &UIL12ING AREA CALCULATION: EXI5TING BUILDING AREA: 4;6x3 50. FT. PROP05ED ADDITION: 1,364 5Q. FT. TOTAL BUILDING AREA: 6,05-1 50. FT. REQUIRED BICYCLE PARKING ALLOWANCE 4> REQUIRED + i PER 1,000 ABOVE 2,000 50. FT. 6,05-1 - 2,000 = 4,051 50. FT 4,051 / 1000= 4.05*1 4 REQUIRED + 4.05'1 ADDITIONAL SPACES = cl REQUIRED 12 PROVIDED PROJECT INFORMATION OCCUPANT LOAD ■ EXISTING DINING FOOTAGE: 2;504 5F 0 15 5F/PER5ON 16"1 OCCUPANTS NEW DINING FOOTAGE: 1,364-5F @ 15 5E/FER5ON 91 OCCUPANTS EXISTING KITCHEN 4 SUPPORT FOOTAGE: 2,1841 SF @ 200 5F/PER50N it OCCUPANTS TOTAL OCCUPANTS: 2641 OCCUPANTS CODE INFORMATION /r. OCCUPANCY TYPE: A-2 CITY OF CONSTRUCTION TYPE V FIRE WALL/OPENING STATION SITE PLAN REVIEW COMMENTS IBC 2003 - SECTION '105 FIRE WALL FIRE -RESISTANCE RATING (TABLE "105.4) GROUP A2 - 2 HOUR OPENIN65 (SECTION '105.8) HAVE BEEN PREPARED EACH OPENING THROUGH A FIRE WALL SHALL BE PROTECTED IN SPECIFICALLY FOR THE FOLLOWING PROJECT: ACCORDANCE WITH SECTION '715.4 AND SHALL NOT EXCEED 120 McDONALDS SQUARE FEET. THE AGGREGATE WIDTH OFENIN6 AT ANY FLOOR LEVEL SHALL NOT EXCEED 25 PERCENT OF THE LENGTH OF THE WALL. 1 1/2 HR FIRE GLAZING @ APPROX i5 5F PLUMBING FIXTURE COUNT PROHIBITED. 135 MEN @ 1/'75 = 2 WATER CLOSETS, I URINAL, I LAVATORY REQUIRED COPYRIGHT 2006 - (EXI5TING - 2 WATER CLOSETS, I URINAL, 2 LAVATORIES PROVIDED) CASTLES DESIGN GROUP, Inc. 135 WOMEN ® 1/15 = 2 WATER CLOSETS,'; LAVATORY REQUIRED ■ (EXI5TIN6 - 3 WATER GL05ET5, 2 LAVATORIES PROVIDED) ■ ELEVATION castLm CERTIFICATE 0 d AN REQUIRED ' ■ E 17-1 -4 1 m roup t. 3801 Kirby Dr., Suite 1600 Houston, Texas 77098 tel: 713 664 7974 fax: 713 664 9756 COM PLIA JUN 2 7 20 COLLEGE STATIOENGINEEAINGN REVIEVVED FOR CON13PLIANCE JUN 2 s 2006 ■ COLLEGE S T i 110N ■ ■ DEVELOPMENT SERVICES t� EXISTING � EX 1ST I N6 SITE FLA (" = 20' 01 Project No. : 0604-75 ■ Revisions 0 0 . No. Date Description QI 06!13/06 CITY OF COLLEGE STATION SITE PLAN REVIEW COMMENTS THESE DOCUMENTS HAVE BEEN PREPARED SPECIFICALLY FOR THE FOLLOWING PROJECT: McDONALDS 801 UNIVERSITY DRIVE THEY ARE NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCATIONS WITHOUT THE APPROVAL AND PARTICIPATION OF THE .ARCHITECT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2006 - CASTLES DESIGN GROUP, Inc. ■ ■ C* F Cm m Z N 0 �r0 I D P. J Z ro W Cl) C W ZUJ J 0 V 5 w 0 J 0 04 Z W 0 W = ® Z W ELEVATION castLm CERTIFICATE 0 d AN REQUIRED ' ■ E 17-1 -4 1 m roup t. 3801 Kirby Dr., Suite 1600 Houston, Texas 77098 tel: 713 664 7974 fax: 713 664 9756 COM PLIA JUN 2 7 20 COLLEGE STATIOENGINEEAINGN REVIEVVED FOR CON13PLIANCE JUN 2 s 2006 ■ COLLEGE S T i 110N ■ ■ DEVELOPMENT SERVICES t� EXISTING � EX 1ST I N6 SITE FLA (" = 20' 01 Project No. : 0604-75 ■ ■ 0 0 . ELEVATION castLm CERTIFICATE 0 d AN REQUIRED ' ■ E 17-1 -4 1 m roup t. 3801 Kirby Dr., Suite 1600 Houston, Texas 77098 tel: 713 664 7974 fax: 713 664 9756 COM PLIA JUN 2 7 20 COLLEGE STATIOENGINEEAINGN REVIEVVED FOR CON13PLIANCE JUN 2 s 2006 ■ COLLEGE S T i 110N ■ ■ DEVELOPMENT SERVICES t� EXISTING � EX 1ST I N6 SITE FLA (" = 20' 01 Project No. : 0604-75 Q06/13/06 NOTE: ALL ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED 50 A5 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. SUCH A SGREENIN6 SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. NOTE: ALL 51&N5 ARE TO BE PULLED UNDER SEPARATE PERMIT BY A STATE LICENSED SIGN CONTRACTOR. ARGHITEGTURAL RELIEF ELEMENT - CORNICE ARCHITECTURAL RELIEF ELEMENT - PILASTER ARCHITECTURAL RELIEF ELEMENT - CORNICE ARGHITEGTURAL RELIEF ELEMENT - PILASTER NEW ILLUMINATED 51GNAGE NEW STUCCO VENEER (PAINT) NEW METAL PARAPET GAP (PAINT) NEW GROWN MOULDIN, W/ STUCCO FIN15H (PAINT) NEW STUCCO VENEER (PAINT) NEW PREFINISH STANDING SEAM MTL. ROOF NEW METAL HALIDE UP -LIGHTS A06/13/06 ARCHITECTURAL RELIEF ELEMENT CANOPY NEW SYNTHETIC, STONE VENEER — NEW STOREFRONT GLAZING NEW ANODIZED ALUM DOOR TO MATCH EXISTING FRAMES NEA MTL. GUARDRAIL NEW SYNTHETIC, STONE WAINSCOAT QI 06/13/06 (A1 j PI 5 �J IN— ��_:-r-■-_��_e-��s- - ��--i ��■-��' --r®ice; rte'- c ■-��_--■-®�_=s- `i■ir° TOP OF PARAPET TDP OF PARAPET A.F.F. WINDOW HEAD +14'-0" A.F.F. WINDOW SILL +11'-2" A.F.F. SOFFIT HT +10'-0" A.F.F. AINDOW HEAD +q' -O" A.F.F. AINDOW SILL +2'-0" A.F.F. FINISHED FLOOR +0'-0" A.F.F. REVIEWED FOR COMPLIANCE E JUN 2 7 2006 \. : COLLEGE STATION DEVELOPMENT SERVICES EXTERIOR ELEVATION5 (50UTH) 1/4" lm� Revisions No. Date Description e ■ A06/1,3106 CITY OF COLLEGE STATION 51TE PLAN REVIEW COMMENTS ■ ■ THESE DOCUMENTS HAVE BEEN PREPARED SPECIFICALLY FOR THE FOLLOWING PROJECT: McDONALDS 801 UNIVERSITY DRIVE THEY ARE NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCATIONS WITHOUT THE APPROVAL AND PARTICIPATION OF THE ARCHITECT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2006 CASTLES DESIGN GROUP, Inc. C* Cq Go Z 12 N Z O 0 J �_ _� z a i UJ il�-- low Cl) J z ® W 0 cr v J o N Z UJUJ ®UJI c ~ z H C% 00 .y <cc C O.) C A Texas Corporation 3801 Kirby Dr., Suite 600 Houston, Texas 77098 tel: 713 664 7974 fax: 713 664 9756 EXTERIOR ELEVATIONS Date: 06-07-06 Project No. : 0604-75 AREA OF PROPOSED SOUTH ELEVATION: ADDITION PERCENTAGE PERCENTAGE (FACING R.OA, - UNIVERSITY DRIVE) OF TOTAL ALLOWED STONE VENEER 423 SQ. FT. 48 % 25 % MIN. STUCCO 13"1 90. FT. 15 % '15 % MAX. GLAZING 32-1 50. FT. 37 % 30 % MIN TOTAL 68'1 50. FT. 10096 TOP OF PARAPET TDP OF PARAPET A.F.F. WINDOW HEAD +14'-0" A.F.F. WINDOW SILL +11'-2" A.F.F. SOFFIT HT +10'-0" A.F.F. AINDOW HEAD +q' -O" A.F.F. AINDOW SILL +2'-0" A.F.F. FINISHED FLOOR +0'-0" A.F.F. REVIEWED FOR COMPLIANCE E JUN 2 7 2006 \. : COLLEGE STATION DEVELOPMENT SERVICES EXTERIOR ELEVATION5 (50UTH) 1/4" lm� Revisions No. Date Description e ■ A06/1,3106 CITY OF COLLEGE STATION 51TE PLAN REVIEW COMMENTS ■ ■ THESE DOCUMENTS HAVE BEEN PREPARED SPECIFICALLY FOR THE FOLLOWING PROJECT: McDONALDS 801 UNIVERSITY DRIVE THEY ARE NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCATIONS WITHOUT THE APPROVAL AND PARTICIPATION OF THE ARCHITECT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2006 CASTLES DESIGN GROUP, Inc. C* Cq Go Z 12 N Z O 0 J �_ _� z a i UJ il�-- low Cl) J z ® W 0 cr v J o N Z UJUJ ®UJI c ~ z H C% 00 .y <cc C O.) C A Texas Corporation 3801 Kirby Dr., Suite 600 Houston, Texas 77098 tel: 713 664 7974 fax: 713 664 9756 EXTERIOR ELEVATIONS Date: 06-07-06 Project No. : 0604-75 I�. B A AA I I 1 i� ��'i�-�I��iii�i,■��i��iilPi,i�� _ �■ NEW METAL PARAPET GAP (PAINT) NEW GROWN MOULDING Al STUCCO FINISH (PAINT) STUCCO VENEER (PAINT) NEW PREFINI5H 5TANOIN6 SEAM MTL. ROOF NEW METAL HALIDE UP -LIGHTS TOP OF PARAPETIV SOFFIT HT i I +10'-0" A.F.F. I I EXISTING PAINTED CMU TO BE REPAINTED TO MATCH STUCCO COLOR FINISHED FLOOR +0'-0" A.F.F. EXTERIOR ELEVATIONS (EAST) 1/4" = i' -O" A 06/15/06 ARCHITECTURAL RELIEF ELEMENT A06/15/06 CANOPY 06 NEW PREFINISH STANDING SEAM I+q'-O" MTL, ROOF EXISTING PAINTED SPLIT FACE CMU NEW SYNTHETIC STONE VENEER LOCATIONS WITHOUT PARTICIPATION OF THE NEW GROWN MOULDING METAL CANOPY W/ STUCCO FINISH (PAINT) GROUP, Inc. STUCCO VENEER (PAINT) STONE VENEER ARCHITECTURAL RELIEF ELEMENT QI 06/13/06 PILASTER QI 06/13/06GA�RC��,HITEOTURAL RELIEF ELEMENTCNICE 20 % OVER EXI5TIN6 PAINTED CMU, Q 06/13/06 NEW METAL PARAPET GAP N O (PAINT) -WALL BETWEEN O' AND 8' AFF NEW GROWN MOULDING Al STUCCO FINISH (PAINT) ,L TOP OF PARAPET 63 % +21'-0" A.F.F. TOTAL FACADE AREA: STUCCO VENEER (PAINT) OL TOP OF PARAPET �' +1'7'-0" A.F.F. NEW SYNTHETIC, STONE VENEER Z WINDOW HEAD .i +14'-0" A.F.F. NEW ILLUMINATED SIGNABE WINDOW SILL +II' -2" A.F.F. Kim 0 1 MEMO �_ �� _ �� _ ��i=��i=��i=�m�=�� i=��i=��i=�� i e� ice!■��i=��i=iii ��_-■i■i�=�■i�_-�■i/'"' _i�- N7ram -■�■_r- m1�:--■M■_P-■M!_�-■■■! _�-■�■=0-■1�■=-■�■_�-� i■■--®=1�-_ �_--_-�■ _ _ ��i �� ■�■i �o�� . �� i � ■moi �^ i _ i i. i � i i�_ vi ■�_ � �. ■ ._ ._ _ ._ _ ._ _ ._ __ •- -•iiiiiiiiii®�iiiiiiiiiiiiiiii�iiiiiiiiiiiii �i��iiiiiiiiiiiiiiiiiii� ilki ��! ��■■ ��rz �� i�■ ��! Vii■■iii ��■■ �1�! ��! �i�!-min ��■� PROPOSED ADDITION 4EXISTIN& GON5TRUC EAST ELEVATION: ARCHITECTURAL RELIEF ELEMENT A06/15/06 PILASTER 06 WINDOW HEAD I+q'-O" A.F.F. EXISTING PAINTED SPLIT FACE CMU NEW STOREFRONT GLAZING LOCATIONS WITHOUT PARTICIPATION OF THE NEW MTL. GUARDRAIL METAL CANOPY WINDOW SILL GROUP, Inc. +2'-0" A.F.F. STONE VENEER NEW SYNTHETIC STONE WAINSGOAT 55 % FIN15HEP FLOOR 5TUGC0 NEW SYNTHETIC, STONE WAIN50OAT 20 % OVER EXI5TIN6 PAINTED CMU, Q 06/13/06 246 50. FT. N O ARGHITEGTURAL RELIEF ELEMENT - -WALL BETWEEN O' AND 8' AFF PILASTER NOTE: -61-AZING BETWEEN O' AND 8' AFF ALL ROOF AND GROUND MOUNTED MECHANICAL 63 % EQUIPMENT SHALL BE SCREENED FROM VIEW OR TOTAL FACADE AREA: ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC, ._ O Z- -LLI RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SUCH A SGREENIN6 SHALL BE Z COORDINATED WITH THE BUILDING ARCHITECTURE AND .i SCALE TO MAINTAIN A UNIFIED APPEARANCE. NOTE: ALL 51GNS ARE TO BE PULLED UNDER SEPARATE PERMIT BY A STATE LICENSED 516N CONTRACTOR. PROPOSED ADDITION 4EXISTIN& GON5TRUC EAST ELEVATION: AREA OF PROP05ED PERCENTAGE PERCENTAGE (PRIMARY ENTRANCE) ADDITION OF TOTAL ALLOWED EXISTING PAINTED SPLIT FACE CMU O SQ. FT. LOCATIONS WITHOUT PARTICIPATION OF THE ARCHITECT. REPRODUCTION IS PROHIBITED. METAL CANOPY 0 50. FT. GROUP, Inc. ■ STONE VENEER 4'78 SQ. FT. 55 % 25 % MIN. 5TUGC0 140 50. FT. 20 % i5 % MAX. GLAZING 246 50. FT. N O -WALL BETWEEN O' AND 8' AFF 324 50. FT. O -61-AZING BETWEEN O' AND 8' AFF 201 50. FT. 63 % 50 % MIN TOTAL FACADE AREA: 864 $0. FT. ._ O Z- -LLI EAST ELEVATION: (PRIMARY ENTRANCE) EXISTING PAINTED SPLIT FACE CMU METAL CANOPY STONE VENEER STUCCO 6LAZ INC TOTAL FACADE AREA: EXI5TING 4'76 50. FT. 425 90. FT. 102 50. FT. 400 50. FT. 450 SQ. FT. 1,833 50. FT. MCDoEll nid"s im REVIEWED FOR COMPLIANCE COLLEGE 1 ATIOi� DEVELOPMENT SERVICES EXTERIOR ELEVATIONS (EAST) 1/4"- V -O" Revisions ■ Will No. Date Description ■ ■ Aoms/O6 CITY OF COLLEGE STATION SITE PLAN REVIEW COMMENTS 1 1 I A Texas Corporation 3801 Kirby Dr., Suite 600 Houston, Texas 77098 tel: 713 664 7974 fax: 713 664 9756 EXTERIOR ELEVATIONS (tA5T) A5 Date: 06-07-06 ■ ■ Project No. : 0604-75 THESE DOCUMENTS HAVE BEEN PREPARED SPECIFICALLY FOR THE FOLLOWING PROJECT: McDONALDS 801 UNIVERSITY DRIVE THEY ARE NOT SUITABLE fOR USE ON OTHER PROJECTS OR IN OTHER THE APPROVAL AND LOCATIONS WITHOUT PARTICIPATION OF THE ARCHITECT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2006 CASTLES DESIGN GROUP, Inc. ■ co cm Z N O Z O ii. J . Q ._ O Z- -LLI Z W .i C V J o N Z c o ccW W ~ ® > CO W V Z % COD 1 1 I A Texas Corporation 3801 Kirby Dr., Suite 600 Houston, Texas 77098 tel: 713 664 7974 fax: 713 664 9756 EXTERIOR ELEVATIONS (tA5T) A5 Date: 06-07-06 ■ ■ Project No. : 0604-75 EXTERIOR ELEVATIONS (WAST) AA A NEW METAL PARAPET GAP (PAINT) NEW GROWN MOULDING IN/ STUCCO FINISH (PAINT) STUCCO VENEER (PAINT) NEW PREFINISH 5TANDING SEAM MTL. ROOF NEW METAL HALIDE UP-LIGHT5 — OL TOP OF PARAPET +17'-0" A.F.F. SOFFIT HT +10'-0" A.F.F. EXI5TING PAINTED CMU TO BE . REPAINTED TO MATCH STUCCO COLOR FINISHED FLOOR +0'-0" A.F.F. r Q06/15/06 NOTE: ALL ROOF AND GROUND MOUNTED MECHANICAL EOUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED 50 AS NOT TO BE V151BLE-FROM ANY PUBLIC RIGHT-OF-WAY OR .RESIDENTIAL"DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED. FROM A POINT FIVE FEET ABOVE GRADE. SUCH A SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. NOTE: ALL 51GN5 ARE TO BE PULLED UNDER SEPARATE PERMIT BY A STATE LICENSED SIGN CONTRACTOR. G t 110 t�i�ii��i� ��JI ��i�1l�iii■i�fiii 501 r— owl ��m 0 - !moi= �=-■w_._�i-,-.��,—■.i_..■.— ._� �� ■1�=�i�� i�".=:iiia �� i�i�� i��=��=,'—��i Ego MW Wil on ME is ME ME =m win IN �_i��! i� �_ �! ii �! � �_iT �!�� i1 I ��:� �■■ � ��=iii EXISTING CONSTRUCTION A -I, PROPOSED 1/4'1 KENT A 06/13/06 NEW PREFINISH STANDING SEAM MTL. ROOF NEW SYNTHETIC STONE VENEER NEW GROWN MOULDING W/ STUCCO FINISH (PAINT) STUCCO VENEER (PAINT) NEW METAL PARAPET GAP (PAINT) Q06/13/06 01 06/13/06 PILASTER NEW GROWN MOULDING W/ STUCCO FINISH (PAINT) TOP OF PARAPET +21'-0" A.F.F. STUCCO VENEER (PAINT) TOP OF PARAPET NEW SYNTHETIC STONE VENEER WINDOW HEAD +14'-0" A.F.F. NEW ILLUMINATED 516NAGE WINDOW SILL +11'-2" A.F.F. SOFFIT HT +10'-0" A.F.F. WINDOW HEAD +W -O" A.F.F. NEW STOREFRONT GLAZING NEW MTL. GUARDRAIL WINDOW SILL +2'-0" A.F.F. NEW SYNTHETIC STONE WAINSCOAT ■ ■ Revisions ■ ■ No. Date Description ■ ■ A06/15/06- CITY OF COLLEGE STATION SITE PLAN REVIEW COMMENTS I THESE DOCUMENTS HAVE BEEN PREPARED SPECIFICALLY FOR THE FOLLOWING PROJECT: McDONALDS 801 UNIVERSITY DRIVE THEY ARE NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCATIONS WITHOUT THE APPROVAL AND PARTICIPATION OF THE ARCHITECT. REPRODUCTION IS PROHIBITED. COPYRIGHT 2006 CASTLES DESIGN GROUP, Inc. ■ ■ I ■ 'A ■ Z� w ; O Z � z Q to 10 UJJ W o C Cl Z UJ � W O W H ® Z IW— � = H I � A Texas Corporation 3801 Kirby Dr., Suite 600 Houston, Texas 77098 tel: 713 664 7974 fax: 713 664 9756 FINISHED FLOOR ,I. ■ ■ +O' -O" A.F.F. NEW SYNTHETIC STONE WAIN5COAT ® ■ OVER EXI5TIN65 PAINTED CMU. EXTERIOR ELEVATION5 _w" a .(REST) ARCHITECTURAL RELIEF ELEMIN VIEWED FOR PILASTERa �,. I ••; N C JUN 2 7 2006 COLLEGE STATION A6. DEVELOPMENT SERVICES Date: 06-07-06 ■ EXTERIOR ELEVATIONS ONS (REST) ■ O) Project No. : 0604-75 ■ ■