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ASPHALT PAVEMENT <br />SEAL JOINT <br />CONCRETE BAND <br />8" WIDE x 8" DEEP - BOTH SIDES <br />CONCRETE PAVER - "MISSION" 8" CONCRETE BAND <br />3-1/8" (80 MM) THICKNESS 8" SOLDIER COURSE BAND <br />1" TO 1-1/2" BEDDING SAND <br />GEOTEXTILE - TURN <br />20" INTERLOCKING PAVERS <br />UP AT CURBS <br />CONCRETE BASE (MINOR CONCRETE) 24" GUTTER PAN <br />4 RE-BAR @ 18" O.C. BOTH WAYS 60" FROM FOC to CONCRETE BAND EDGE <br />NOTE: SOLDIER COURSE ADJACENT TO <br />CONC. BANDS, BOTH SIDES, SEE PLAN DETAIL. <br />INTERLOCKING PAVERS <br />CLASSIC" STOCK SERIES 8" WIDE CONCRETE BAND <br />COLOR - "CARMEL" 4 8" WIDE SOLDIER COURSE <br />x' x X^ x SEE <br />DETAIL SIMILARIMILARTO MEDIAN @ BRIDGE PAVERS (MISSION STYLE) <br />1111 IIIA ISI III I - IIII i <br />HEET LS . <br />0 INTERLOCKING PAVERS (80 mm) <br />AGGREGATE SUB-BASE o MISSION" - 4" x 8" HERRINGBONE <br />AS REQUIRED PATTERN PARALLEL WITH BANDING <br />COMPACTED SUBGRADE <br />2" DIA. DRAIN HOLE, 8" WIDE SOLDIER COURSE <br />LOCATE AT LOWEST ELEVATIONS <br />FILL WITH PEA GRAVEL 8" WIDE CONCRETE BAND <br />8" WIDE CONCRETE BAND i <br />8" WIDE SOLDIER COURSE <br />PAVERS "MISSION" STYLE INTERLOCKING PAVING - CROSSWALK LAYOUT <br />INTERLOCKING PAVING - CONCRETE BASE N.T.S. <br />R WALK <br />N.T.S. INTERLOCKING PAVERS (80 mm) —i <br />MISSION" - 4" x 8" HERRINGBONE <br />CAPS. <br />ASPHALT PAVEMENT. <br />5 PULL BOX. <br />19 3/4" C JQQ 11VE38" WIDE CONCRETE BAND RAW <br />arr80p" f3y fNO, <br />ELECTRICAL <br />CONDUIT 8-5/8" 6-1/8" Any POU111111111,119 <br />r3REBARHOOIImM B "w] Trp R110 nt WO* <br />POURED CONC. INTERSECTION DETAIL (NE CORNER AUGUSTA ST. & LOWER SACRAMENTO ROAD) <br />THRUST BLOCK <br />MIN. 2 C.F. PCC). A <br />COMPACTED OR CHDPE CONDUIT INTERLOCKING <br />COLLECTIONCCOLORUNDISTURBEDSOIL. WATERLINE SUPPLY PIPE.LEGEND COASTA" <br />CARMEL". LAY IN HERRINGBONE <br />PATTERN. <br />IRRIGATION CROSSOVER (Median to Median) INTERLOCKING PAVERS, BASALITE "CLASSIC" - 60 mm THICKNESS BASALITE "CLASSIC" <br />NTS - DIAGRAMMATIC <br />STOCK SERIES, COLOR "CARMEL", OR APPROVED EQUAL OR APPROVED EQUAL--60 mm. <br />MEDIAN SHALL HAVE A CROWN <br />A <br />WITH A 2% SLOPE MAX (SEE <br />INTERLOCKING PAVERS, BASALITE "MISSION" - 4" x 8" - 80 mm THICKNESS PLANTING NOTE #2). <br />B STOCK SERIES, COLOR "MENDOCINO", OR APPROVED EQUAL <br />HERRINGBONE PATTERN, w/ SOLDIER COURSE AT CONCRETE BANDS,INTERLOCKING <br />PATTERN PARALLEL WITH BANDING. EDGE PAVERS <br />C <br />o 8" WIDE BAND AT CROSSWALKS <br />D NOTES:O D6 <br />1) CONTRACTOR SHALL COORDINATE WITH PAVER INSTALLER FOR ACTUAL <br />2% SLOPE <br />SAND BASE - 1" DEEP <br />DIMENSIONS PRIOR TO INSTALLATION OF SIDEWALK BULBOUTS , CONCRETE BASE &1/2" TO 1/4" ABOVE CURB. <br />CONCRETE BANDS AT CROSSWALKS. 11111= <br />4" J <br />ROADWAY CURB <br />1 f 2) ALL PAVERS SHALL BE SEALED WITH WHITE MOUNTAIN "SEAL-LOCK" <br />FOLLOW MANUFACTURER'S INSTRUCTIONS FOR APPLICATION. GRAVEL (3/4") SUB GRADE <br />6-3/8"4" BASE MIN. -COMPACTED <br />11=1 1=11 1 -• <br />i TO 90%. EXTEND <br />VIII-_ AGGREGATE BASE MIN. 4" <br />PAST PAVERS. <br />NOTE: COMPACTED SOIL SUBGRADE <br />SEE SPECIFICATIONS. HEAVY DUTY PVC EDGE <br />INSTALL AS PER MANUFACTURER'S <br />EdgePro Paver Restraint) <br />N W/LAND. STAKES - 12" x 3/8" <br />a INSTRUCTIONS <br />RECOMMEDATIONS & 18" O.C. - FLEXIBLE SECTION - <br />cb <br />T <br />ON ALL CURVED SECTIONS ONLY. <br />24" O.C. - RIGID SECTION - ON <br />ALL STRAIGHT SECTIONS <br />INTERLOCKING PAVING (MEDIAN EDGES) <br />N.T.S. <br />F E <br />BENCH PLAN W ANCHOR & CONCRETE LAYOUT LS_Q <br />LEGEND <br />VV <br />A) BENCH LEG <br />B) 3/8" DIA. X 6" SLEEVE ANCHOR BOLT IN CONCRETE <br />50QPE <br />AFJ <br />C) CONCRETE BASE - EACH SIDE - 4" x 26"evisionpprov P a <br />D) COMPACTED BASE BEFORE EXCAVATING No. <br />Description Date BY B DAVID <br />HARRINGTON <br />E) OUTLINE OF BENCH CALL U.S.A. R DEPARTMENT OF PUBLIC WORKS <br />F) SIDEWALK PAVERS (TYP.) - FLUSH WITH CONCRETE BASE UNDERGROUND SERVICE ALERT D C A <br />924 NORTH YOSEMITE STREET <br />800-227-2600 N <br />2AT 5 <br />SAN JOAQUIN COUNTY, CALIFORNIABENCHMOUNTINGDETAILconstructionST0CKT0N, CALIFORNIA 95203 DATE <br />TOLL FREE 7209.462.2873 • F209.462.8308 a OQ <br />SCALE: N.T.S 2 WORKING DAYS BEFORE ALL a f C h I t e C t U C e 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 SHEET TOTAL <br />DCH COUNTY OF SAN JOAQUIN SCALE: PAVER DETAILS LOWER SACRAMENTO ROAD IMPROVEMENTS NO. SHEETS <br />DCH LIVID 4/01/02 DCH 5/11/04 <br />Oj-oTURNER ROAD TO WOODBRIDGE ROAD - PHASE 1 57 64 <br />L $ q