Laserfiche WebLink
N <br />M <br />L <br />K <br />K1 CANOPY SIGNS AND COLOR SCHEME -NORTHWEST ELEVATION <br />J <br />Q <br />F <br />E <br />D <br />a <br />01 CANOPY SIGNS AND COLOR SCHEME - SOUTHWEST ELEVATION <br />I/4' -t'-0' <br />c <br />N <br />M <br />O1 <br />T <br />B <br />N <br />6 <br />aD A <br />O <br />Z <br />U <br />Z <br />1 2 3 4 <br />INTERNALLY ILLUMINATED - <br />ry *Chwon" WHITE <br />(17 SO.FT.) (TYP. OF 1) <br />ry SEE SHT S-3 <br />W <br />COLUMN, <br />VALET & <br />LJI l(,JI <br />:n <br />w <br />Hlq DISPENSER PLAN <br />INTERNALLY ILLUMINATED <br />a s 7 s s 10 r <br />GUARD POSTS (- . <br />TRASH VALET <br />DISPENSER ON FIBERGLASS <br />SUMP BOX <br />DIAGONAL CONTROL JOINT R <br />USE KOLD KEY JOINT (TYP3 <br />— A10 <br />— GRAPHICS PANEL <br />EXPANSION JOINT (TYP.)A13 <br />} 1.1 <br />COLUMN WRAP BY OTHERS. <br />GRADE BREAK LINES TYP.) <br />(DO NOT SCORE CON ) <br />CANOPY COLUMN & FOOTING <br />SEE STL. FAB. DWGS. <br />LEVEt I SPANNER <br />SEE SIGNAGE DWGS. <br />CONIC, AT BASE OF <br />COLUMN WRAP <br />SHOWN HATCHED, <br />TO BE LEVEL <br />NTH TOP OF <br />DI3 FIBERGLASS SUMP <br />I <br />TOP OF FIBERGLASS SUMP, <br />SHOWN HATCHED, SEE <br />GRADING PLAN <br />SLOPE AWAY FROM TOP OF <br />_ FIBERGLASS SUMP, I' MIN. <br />CONIC. AT BASE OF TRASH <br />VALET,SHOWN HATCHED <br />TO BE LEVEL w/ TOP 6F <br />FIBERGLASS SUMP <br />I•-9 DRIVE SLAB EDGE <br />TYP, <br />!ASH • NOTE'. <br />IEL SEE STEEL FAB DWGS FOR <br />COLUMN SIZE <br />DIRECTIONAL SIGN I IT CANOPY DOWNSPOUT <br />DARK GREY LETTERING I I I BY STEEL FAB. <br />(.73 SO. FT.) (TYP. OF 6) WHERE OCCURS <br />I. COLUMN WRAP <br />EXPANSION JOINT <br />AROUND COLUMN <br />I I 1' CROWN MIN. <br />FlBERMESH <br />GUARD POSTS, SEE A; I I I <br />DRIVE SLAB <br />W/ EXPANSION <br />JOINT <br />0 <br />19 20 <br />COLOR <br />LEGEND <br />CADMASTR\LEGENDS\CHEVRON\0991 LOT <br />OOFF-WHITE <br />(WH 740) <br />O2 <br />BLUE <br />(61.370) <br />OLIGHT <br />GREY <br />(GY450) <br />O4 <br />DARK GREY <br />(GY210) <br />ORED <br />(RE360) <br />OWHITE <br />(WH -835) <br />1 <br />2 L <br />3 <br />4 <br />8 <br />® <br />7 <br />8 <br />9 <br />10 <br />fl <br />12 <br />13 1 <br />14 <br />18 1 <br />16 1 <br />17 <br />18 <br />R <br />P <br />N <br />M <br />L <br />K <br />K1 CANOPY SIGNS AND COLOR SCHEME -NORTHWEST ELEVATION <br />J <br />Q <br />F <br />E <br />D <br />a <br />01 CANOPY SIGNS AND COLOR SCHEME - SOUTHWEST ELEVATION <br />I/4' -t'-0' <br />c <br />N <br />M <br />O1 <br />T <br />B <br />N <br />6 <br />aD A <br />O <br />Z <br />U <br />Z <br />1 2 3 4 <br />INTERNALLY ILLUMINATED - <br />ry *Chwon" WHITE <br />(17 SO.FT.) (TYP. OF 1) <br />ry SEE SHT S-3 <br />W <br />COLUMN, <br />VALET & <br />LJI l(,JI <br />:n <br />w <br />Hlq DISPENSER PLAN <br />INTERNALLY ILLUMINATED <br />a s 7 s s 10 r <br />GUARD POSTS (- . <br />TRASH VALET <br />DISPENSER ON FIBERGLASS <br />SUMP BOX <br />DIAGONAL CONTROL JOINT R <br />USE KOLD KEY JOINT (TYP3 <br />— A10 <br />— GRAPHICS PANEL <br />EXPANSION JOINT (TYP.)A13 <br />} 1.1 <br />COLUMN WRAP BY OTHERS. <br />GRADE BREAK LINES TYP.) <br />(DO NOT SCORE CON ) <br />CANOPY COLUMN & FOOTING <br />SEE STL. FAB. DWGS. <br />LEVEt I SPANNER <br />SEE SIGNAGE DWGS. <br />CONIC, AT BASE OF <br />COLUMN WRAP <br />SHOWN HATCHED, <br />TO BE LEVEL <br />NTH TOP OF <br />DI3 FIBERGLASS SUMP <br />I <br />TOP OF FIBERGLASS SUMP, <br />SHOWN HATCHED, SEE <br />GRADING PLAN <br />SLOPE AWAY FROM TOP OF <br />_ FIBERGLASS SUMP, I' MIN. <br />CONIC. AT BASE OF TRASH <br />VALET,SHOWN HATCHED <br />TO BE LEVEL w/ TOP 6F <br />FIBERGLASS SUMP <br />I•-9 DRIVE SLAB EDGE <br />TYP, <br />!ASH • NOTE'. <br />IEL SEE STEEL FAB DWGS FOR <br />COLUMN SIZE <br />DIRECTIONAL SIGN I IT CANOPY DOWNSPOUT <br />DARK GREY LETTERING I I I BY STEEL FAB. <br />(.73 SO. FT.) (TYP. OF 6) WHERE OCCURS <br />I. COLUMN WRAP <br />EXPANSION JOINT <br />AROUND COLUMN <br />I I 1' CROWN MIN. <br />FlBERMESH <br />GUARD POSTS, SEE A; I I I <br />DRIVE SLAB <br />W/ EXPANSION <br />JOINT <br />0 <br />19 20 <br />R 1 <br />P 1 <br />IN 1 <br />IM 1 <br />IL 1 <br />IK 1 <br />IJ 1 <br />fe <br />IF <br />ANCHOR BOLTS PER <br />STEEL FAB. OWGS. <br />E <br />PVC OR SCHED. 40 <br />GALV, ROOF LEADER <br />CONNECT TO STORM <br />DRAIN PIPING. <br />COLUMN FOOTING. <br />J L SEE STEEL <br />FABRICATION <br />DRAWINGS <br />D <br />D13 DISPENSER BLOCK SECTION <br />3/4'�I'-0' MARK DATE I MAIFIAL <br />CANOPY ELEVATIONS <br />AND DETAILS <br />9-2396 <br />25650 HIGHWAY % NORTH <br />ACAMPO, CA. <br />Chevron <br />Northwest Region B <br />ROBERT H. LEE & ASSOCIATES, INC. <br />AFIK=I­� rJ4CMININEESPUNG C 4YfgGf K4EWAL BEFNK.`Ea <br />1137 NORTH M<DOWELL BOULEVARD PETALUMA CA. 94954 (707) 765-1660 <br />JOHN W. JOHNSON, ARCHITECT JAMES H, RAY, CIVIL ENGINEER <br />F*IL REVIEW "MAL DATE DATE: 28AUG93 <br />PRELIMINARY <br />PLANNING OR, 8Y'. <br />STEEL 810 <br />BLDG PERMIT APPR, Sr - <br />GENERAL 810 A <br />PERMIT REVS RHL 0 8344.10 <br />CONSTRUCTION SHEET <br />Do not usedrowln9 A-2 <br />for construction G <br />unless initialed <br />12 13 14 15 16 17 18 19 90 21 <br />COLOR <br />LEGEND <br />CADMASTR\LEGENDS\CHEVRON\0991 LOT <br />OOFF-WHITE <br />(WH 740) <br />O2 <br />BLUE <br />(61.370) <br />OLIGHT <br />GREY <br />(GY450) <br />O4 <br />DARK GREY <br />(GY210) <br />ORED <br />(RE360) <br />OWHITE <br />(WH -835) <br />R 1 <br />P 1 <br />IN 1 <br />IM 1 <br />IL 1 <br />IK 1 <br />IJ 1 <br />fe <br />IF <br />ANCHOR BOLTS PER <br />STEEL FAB. OWGS. <br />E <br />PVC OR SCHED. 40 <br />GALV, ROOF LEADER <br />CONNECT TO STORM <br />DRAIN PIPING. <br />COLUMN FOOTING. <br />J L SEE STEEL <br />FABRICATION <br />DRAWINGS <br />D <br />D13 DISPENSER BLOCK SECTION <br />3/4'�I'-0' MARK DATE I MAIFIAL <br />CANOPY ELEVATIONS <br />AND DETAILS <br />9-2396 <br />25650 HIGHWAY % NORTH <br />ACAMPO, CA. <br />Chevron <br />Northwest Region B <br />ROBERT H. LEE & ASSOCIATES, INC. <br />AFIK=I­� rJ4CMININEESPUNG C 4YfgGf K4EWAL BEFNK.`Ea <br />1137 NORTH M<DOWELL BOULEVARD PETALUMA CA. 94954 (707) 765-1660 <br />JOHN W. JOHNSON, ARCHITECT JAMES H, RAY, CIVIL ENGINEER <br />F*IL REVIEW "MAL DATE DATE: 28AUG93 <br />PRELIMINARY <br />PLANNING OR, 8Y'. <br />STEEL 810 <br />BLDG PERMIT APPR, Sr - <br />GENERAL 810 A <br />PERMIT REVS RHL 0 8344.10 <br />CONSTRUCTION SHEET <br />Do not usedrowln9 A-2 <br />for construction G <br />unless initialed <br />12 13 14 15 16 17 18 19 90 21 <br />