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CONCRETE PAVER - "CLASSIC" <br /> 2% SLOPE 2% SLOPE 8" WIDE CONCRETE BAND <br /> � SAND BASE- 1" - 1-1/2" DEEP <br /> 1/4" ABOVE CURE. r 8" WIDE SOLDIER COURSE <br /> PAVERS (MISSION STYLE) <br /> ROADWAY CURB <br /> GRAVEL (3/4") SUB GRADE INTERLOCKING PAVERS (80 mm) <br /> a" BASE MIN. - COMPACTED "MISSION" 4" x 8" HERRINGBONE <br /> ILII= I I =IIII TO so%. PATTERN PARALLEL WITH BANDING <br /> NOTE: <br /> • SEE SPECIFICATIONS. <br /> �— 8" WIDE SOLDIER COURSE <br /> • INSTALL AS PER MANUFACTURER'S 8" WIDE CONCRETE BAND <br /> RECOMMENDATIONS & INSTRUCTIONS <br /> INTERLOCKING PAVING MEDIANS INTERLOCKING PAVING - CROSSWALK LAYOUT <br /> LS-4 N.T.S. N.T.S. <br /> ASPHALT PAVEMENT <br /> SEAL JOINT <br /> CONCRETE CURB <br /> �7 8" WIDE x 8" DEEP <br /> Q CONCRETE PAVER - "MISSION" <br /> !04 `O9XQ 3-1/8" (80 MM) THICKNESS <br /> X140 <br /> ®� PgQ 1" TO 1-1/2" BEDDING SAND <br /> �i�`����Ci `3' 05 / UPOT TURN <br /> CURBS <br /> CONCRETE BASE (MINOR CONCRETE) <br /> / #4 RE-BAR @ 18" O.C. BOTH WAYS <br /> S�G� <br /> POOL OO / \ 1 NOTE: FOR ROUNDABOUT CURB <br /> ASPH. // 1 _ SEE CIVIL DRAWING - DETAIL 4, SHT C-2. <br /> TO <br /> . ' <br /> 77 / . .x. x` X• X . . <br /> -1111 III�II I�III 1111111 I = IIIII <br /> a,\14 / <br /> ? � � AGGREGATE SUB-BASE <br /> CONC. DENSE TREESGAS REQUIRED <br /> / COMPACTED SUBGRADE <br /> 2 <br /> LS-4 2" DIA. DRAIN HOLE, <br /> LOCATE AT LOWEST ELEVATIONS <br /> —� FILL WITH PEA GRAVEL <br /> vW LAY PAVERS IN BASKETWEAVE PATTERN <br /> (NOT HERRINGBONE). / 2 \ INTERLOCKING PAVING - CONCRETE BASE <br /> / L 4 (CROSSWALK & ROUNDABOUT <br /> 1 <br /> 3 LS-4 N.T.S. <br /> 165+00 / <br /> W 166+00 <br /> Z ASPH. LEGEND <br /> / D INTERLOCKING PAVERS, BASALITE "CLASSIC" - 60 mm THICKNESS <br /> HESTNUT STREET 2 I STOCK SERIES, COLOR "CARMEL", OR APPROVED EQUAL <br /> 2"GAS 2" GAS 3' GAS LS-4 <br /> O' <br /> 3..GAS 3"GAS \_ <br /> cn INTERLOCKING PAVERS, BASALITE "MISSION" - 4" x 8" - 80 mm THICKNESS <br /> z STOCK SERIES, COLOR "MENDOCINO", OR APPROVED EQUAL <br /> HERRINGBONE PATTERN W/ SOLDIER COURSE AT CONCRETE BANDS, <br /> DRAIN HOLE LOCATION -EXACT LOCATIONS (16) PATTERN PARALLEL WITH BANDING. <br /> DE14SETREES — �� m TO BE DETERMINED IN THE FIELD BY ENGINEER o 8" WIDE BAND AT CROSSWALKS <br /> NOTES: <br /> 1) CONTRACTOR SHALL COORDINATE WITH PAVER INSTALLER FOR ACTUAL <br /> DIMENSIONS PRIOR TO INSTALLATION OF SIDEWALKS , CONCRETE BASE & <br /> 1 > CONCRETE BANDS AT CROSSWALKS. <br /> ?77 1 2) ALL PAVERS SHALL BE SEALED WITH WHITE MOUNTAIN "SEAL-LOCK" <br /> FOLLOW MANUFACTURER'S INSTRUCTIONS FOR APPLICATION. <br /> LS-4 <br /> Oc'OPPE AgOy/T <br /> F <br /> BEFORE EXCAVATING Revision Description Date By Approvecl v� DAVID <br /> CALL U.S.A. B HARRINGTO DEPARTMENT OF PUBLIC WORKS <br /> RSA 30 <br /> UNDERGROUND SERVICE ALERT ORIGINAL SCALE IN INCHESD C A SAN JOAQUIN COUNTY, CALIFORNIA <br /> 800-227-2600 946 NORTH YOSEMITE STREET sI AT <br /> TOLL FREE FOR REDUCED PLAN N zizs03 <br /> construction STOCKTON, CALIFORNIA 95203 q DATE a <br /> T209.462.2673 • F209.462.630e F <br /> 2 WORKING DAYS BEFORE ALL 0 1 2 3 arch i t e c t u re E w w w . d c a a i a . c o m OF CA� F <br /> PLANNED WORK OPERATIONS <br /> DRAWN BY DATE DESIGN DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SACRAMENTO ROAD CORRIDOR IMPROVEMENTS ON SHE TOTAL <br /> DCH 6/4/02 COUNTY OF SAN JOAQUIN SCALE: 1" - 20'-0" SPECIAL PAVINGNO. SHEETS <br /> DCH 6/4/02 LMD 6/4/02 / % a mfz, <br /> @ ROUNDABOUT71LOWER <br /> ODHAVEN LANE, CHESTNUT STREET AND MOKELUMNE STREET 3S Ifo <br /> L. (051 <br />