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1 2 3 4 s e 7 e s 10 ti 12 13 14 1s to <br /> 17 19 19 <br /> zo 21 <br /> R <br /> R <br /> 400 WATT METAL BASE COMPACTED TO <br /> � y, HALIDE LUMINAIRE <br /> 1 1 95$ DENSITY <br /> CONCRETE SLAB WITH <br /> /L FIBROUS CONCRETE <br /> p /M19 DARK GREY (GY-210) REINFORCEMENT <br /> 1 \iAy ADA VAN ACCESSIBLE SIGN <br /> Nftm 7 CHAMPS No. 0601213 E44 ACH WAYO 18' O.C. <br /> Fe 0o g DECALS FURNISHED BY <br /> o OTHERS. (TYP) w P <br /> H <br /> NINDSHIELD SERVICER BUCKET z <br /> F DARK GREY (GY-210) <br /> W = 2' ^' GALV, PIPE DURO AIR-WATER REEL UNIT <br /> STEEL BRAID HOSE, <br /> FINISHED GRADE AIR CHUCK/GAUGE & / \ <br /> 3 WATER HOSE \ \\/./\ � <br /> TRASH CAN COYER WITH <br /> 16 GALLON DRUM. <br /> N N <br /> GUARD POST 010 <br /> 10" - CONIC. FOOTING A <br /> TOP OF CURB 11 N19 CONCRETE JOINTINT <br /> -0" 19930901.111341 <br /> SIGN FRONT ELEVATION GOING SLAB. W/ <br /> 3/4"=1"-0' FIBER MESH REINF, <br /> Mt 04 BAR CONT. ' <br /> TOOLED EDGE M <br /> A.C, PAVING <br /> 2'-2" CHRI&&STY FL9/FL90 <br /> ACC W� COVER m <br /> EQUAL EQUAL p <br /> p 'r — l AIR LINE \� <br /> L • •I (r� WATER LINE COMPACTED SUB-BASE L <br /> - <br /> HANDICAP PARKING SIGN. <br /> SEE DETAIL ABOVE - �— ELECTRICAL CONDUIT <br /> o D TRASH CAN 6' 6' <br /> r F PLANTER CURB OR <br /> CURB & GUTTER 12' 12' <br /> 'r WHERE OCCURS <br /> I I I <br /> D13 2, GUARD P05T <br /> A-LI `B• '— — — <br /> 6 <br /> K <br /> s. <br /> K <br /> PLAN (DURO REEL) K19 SLAB EDGE <br /> 199,H1405195814 <br /> O <br /> N <br /> PAINT THE SPACE gg HOR BOL <br /> 1,0N <br /> BLUE: COLOR No. 1IN <br /> FEDERAL B <br /> J ESTANDARD 5950.5o. 5�CA <br /> FABRICATE AND INSTALL METAL <br /> BASEPLATE COVERS. PAINT <br /> DARK GREY (GY-210). <br /> - INSTALL GATE VALVES ON <br /> PAINT WHITE AIR & WATER UNE$. <br /> TYPICAL SYMBOL. 50.. PAINT 7 <br /> (2) M3 TIES O TOP 3' APART <br /> STA <br /> WHITE ON FEDERAL STANDARD BLUE. Z — -4 -A II. <br /> 4" .I J L r O 2VERT. FA.CORNER <br /> EQUAL EQUAL (�) I l; <br /> IL H <br /> 8'-0' PEA <br /> gGGRAVEL BBACKFlLL - <br /> KNERE&OCCUR SRR <br /> PLAN Yw"c°RES8C URE <br /> 1/4"=1'-D' SECTION A <br /> G3 <br /> Ci <br /> GiQ HANDICAP PARKING G16 AIR AND WATER ISLAND <br /> ,1 S NOTED (48) OTLS/ 19930901.111341 AS NOTED 1.64 <br /> 19930901.111341 ' <br /> N <br /> ALIGN FACE OF LUMINAIRE <br /> GUARD POST DECAL W/ CURB FACE BELOW <br /> F w (DCL 0236) 3'-0" LONG F <br /> PRECIAST CONC WHEEL STOP 400W METAL HALIDE LUMINAIRE <br /> I ON 5' SQUARE LIGHT POLE <br /> 0 <br /> TS 6.6x3/16" ` N <br /> w/ WELDED <br /> 'ro STEEL TOP, " 11 FINISH GRADE PULL HOLE IN POLE WALL <br /> FILL w/ CONC. <br /> & PAINT I ANCHOR BOLTS W/ LEVELING NUT <br /> n BASE OF WHITE(WH-835) (BY SUPPLIER) THROUGH BASE <br /> DISPENSERS //7— PLATE ON DRY PACK GROUT <br /> E 05 REEBAB, DRILL INTO GONG. <br /> YARD SURFACE. � (6) 03 TIES O 3" O.C. <br /> SLAB.. (2) REBAR PER WHEEL �r--- CURB FACE E <br /> STOP.. 6' MINIMUM DEPTH EO <br /> YARD SURFACE <br /> I I NATURAL M r+-__-4 <br /> 1 XAOE CT--= \/// <br /> L}-_JJ \\ <br /> 1 I T• r 2'-6' DIA. CONCRETE FOOTING <br /> ITO CONCRETE I 1 w/ SLOPED TOP & TOOLED EGOES <br /> L--J FOOTING 03 HOOP O 6" O.C. (TYP) <br /> 'Y • FOR GUARDPOSTS <br /> AT ISLANDS (4) /4 VERTICAL BARS <br /> D10 GUARD POST D13 CONCRETE WHEEL STOP K16 YARD LIGHT <br /> 19930901.111341 1 1/2'.1'-0' 0R5\ 19930901.111341 3/8"-1'-0" DiLS/51D/GEN/02SITEM/850YDLIT/0285002G 19930901.111341 NAARIC DATE 1 INITIAL <br /> CONCRETE SLAB & EXPANSION SITE DETAILS <br /> BUR KE U-SEAL DEEP SEALANT. JOINT WHERE OCCURS <br /> ' UR <br /> c 03204 OR APPROVED <br /> EQUAL YARD SURFACE. 9-23% C <br /> CONCRETE CURB. MATCH EXISTING 25850 HIGHWAY 99 NORTH <br /> TOOLED TO 1/4" R CURB COLOR WHEN REO'D <br /> IF PLASTIC INSERT1/4" DEEP PETROLEUM ACAMPO, CA. <br /> O IS NOT USED RESISTANT SEALANT TOOLED EDGES <br /> On <br /> BACKER ROD PER Chevron <br /> o MANUFACTURERS i00LE0 TO 1/4" RADIUS e \ <br /> M <br /> RECOMMENDA➢ONS IIF PLASTIC INSERT <br /> 1/4' 1/2" <br /> IS NOT USED \��\�' <br /> < 1-1/2" OR 1/4" (2) 03 BARS, CONT, DOWEL INTO <br /> m _ _ _ _ _ SLAB DEPTH IBACKER ROD PER \/ N <br /> IMANUFACTURER'S SPECS ry j EXISTING CURB WHERE OCCURS <br /> B B <br /> \� Northwest Rpn(Dn <br /> 7 <br /> REINFORCING ,JOINT FILLER O,r. \/ <br /> CONTINUOUS \\, \\ ROBERT H. LEE & ASSOCIATES, INC. <br /> ACROSS JOINT _ _ _ 'THICKENED SLAB ARCHRECrURB ENImNERRIN" ENVFIONMEWAL SE=RVICES <br /> INHERE OCCURS \ \\ 1137 NORTH M<DOWE'LL BOULEVARD PETALUMA CA, 94954 (707) 765-1660 <br /> NOTE. JOHN W. JOHNSON, ARCHITECT JAMES H. RAY, CIVIL ENGNEER <br /> EXPANSION JOINTS O 40'-0' O.C. MAX. & <br /> Q 0 CONTROL JOINTS O 10'-0" O.0 MAX. PHL REVIEW "TIAL DATE DATE: O1SEP93 <br /> a <br /> 6. PRELIMINARY <br /> PLANNING OR. BY. <br /> 7 <br /> a STEEL BIO <br /> 00 A BLDG PERMIT HE- 8 3 3 APPR.. <br /> O <br /> Z RHL 0 8344.10 A <br /> 0 A10 CONTROL JOINT A13 EXPANSION JOINTPERMIT REVS ENERAL BID <br /> z AlA16 PLANTER CURB CONSTRUCTION SHEET <br /> Q I I 2"�I'- 1993090LIII,HI <br /> Do not use drawing A-1.1 <br /> / 0' DRS/SID/CEN/02SITEBB/52OPCPAV/025201?tG I'•1'-0" 19930901.111341 for ssnetru6Hon <br /> unleaa inillaled <br /> �, 14 1s 1e • 17 1E 10 20 21 <br /> 0 1 2 3 4 8 6 7 8 9 10 11 12 9930901.1n34� <br />