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DRIVEWAY <br /> BANDING <br /> L SEE DETAIL <br /> W8" CONCRETE BAND <br /> •??7 777 � 8" SOLDIER COURSE BAND <br /> 20" INTERLOCKING PAVERS <br /> CONE. SI <br /> f"" CONC. 24" GUTTER PAN <br /> DENSE TREES 60" FROM FOC to CONCRETE BAND EDGE <br /> SIGN <br /> ... <br /> NEW arw INTERLOCKING <br /> "CLASSIC" STOCK SERIES <br /> NEW 8"W _ __ _ __ COLOR - "CARMEL" <br /> DETAIL SIMILAR TO DRIVEWAY BANDING <br /> 0 <br /> CHESTNUT STREET <br /> 1 59+00ASPH. <br /> p - <br /> r 160+00 161 +00 <br /> co DRAIN HOLE LOCATION -EXACT LOCATIONS (8) <br /> TO BE DETERMINED IN THE FIELD BY ENGINEER <br /> Z <br /> „ss s 8' ss $,.ss <br /> 2.. 2"GAS .. <br /> 2"GAS :. 2"GAS - 2"GAS J <br /> Q <br /> 8" WIDE CONCRETE BAND ► <br /> tan 8" WIDE SOLDIER COURSE <br /> PAVERS "MISSION" STYLE <br /> fQ <br /> ci �s, <br /> � �f CONC. <br /> INTERLOCKING PAVERS (80 mm) <br /> SIGN "MISSION" - 4" x 8" HERRINGBONE <br /> Z DRIVEWAY m <br /> BANDING ? '? 7?Ej <br /> DENSE T EES SEE DETAIL D <br /> Q8 WIDE CONCRETE BAND —� <br /> ASP . so„ <br /> ASPHALT PAVEMENT INTERSECTION DETAIL (NW CORNER CHESTNUT & INDIANA) <br /> �v � � Y, <br /> SEAL JOINT AS 8`I <br /> CONCRETE CURB OQR�SIv��Q Q. <br /> 8" WIDE x 8" DEEP CQtilitN S <br /> CONCRETE PAVER <br /> 3-1/8" (80 MM) THICKNESS ®P�� -15-3/4" <br /> 1" TO 1-1/2" BEDDING SAND <br /> OATTURN <br /> CURBS <br /> UPCROSSWALK LEGEND <br /> CONCRETE BASE (MINOR CONCRETE) ADJACENT CONCRETE <br /> DRIVEWAY AND SIDEWALK <br /> INTERLOCKING PAVERS, BASALITE "CLASSIC" <br /> #4 RE-BAR @ 18" O.C. BOTH WAYS STOCK SERIES, COLOR "CARMEL", OR APPROVED EQUAL <br /> INTERLOCKING PAVERS . <br /> NOTES: LAY EDGESTONE PAVERS IN A RUNNING BOND <br /> PATTERN. & FULL PAVERS IN ALTERNATING <br /> 1) ALL SURFACING UTILITIES HII INTERLOCKING PAVERS, BASALITE, OR APPROVED EQUAL, "MISSION" - 4" x 8" SOLDIER COURSE. <br /> _ .. SHALL BE ENCASED IN CONCRETE, STOCK SERIES, 80 mm thicknessCOLOR "MENDOCINO", HERRINGBONE PATTERN, <br /> o .= CREATING STRAIGHT LINES TO w/ SOLDIER COURSE AT CONCRETE BANDS BASALITE "CLASSIC" COLOR "CARMEL" <br /> • •x' a ' x= X x CUT AGAINST. OR APPROVED EQUAL --60 mm. <br /> 2) AT ALL CONCRETE PLACED ADJACENT <br /> III9III IMIII IIID 11 1 — 1f1110 I TO PAVERS RELIEF TOOLING SHALL BE o 8" WIDE BAND AT CROSSWALK INTERLOCKING EDGESTONE PAVERS <br /> AS SMALL AS POSSIBLE (1/4"). <br /> 3) PAVERS SHALL BE SEALED WITH NOTES: <br /> WHITE MOUNTAIN "SEAL-LOCK" 1) CONTRACTOR SHALL COORDINATE WITH PAVER INSTALLER FOR ACTUAL <br /> FOLLOW MANUFACTURER'S DIMENSIONS PRIOR TO INSTALLATION OF SIDEWALKS , CONCRETE BASE & <br /> INSTRUCTIONS FOR APPLICATION. CONCRETE BANDS AT CROSSWALKS. NOTES: <br /> — AGGREGATE SUB-BASE 2) ALL PAVERS SHALL BE SEALED WITH WHITE MOUNTAIN "SEAL-LOCK" 1) CONTRACTOR SHALL COORDINATE WITH PAVER INSTALLER FOR ACTUAL <br /> AS REQUIRED <br /> FOLLOW MANUFACTURER'S INSTRUCTIONS FOR APPLICATION. DIMENSIONS PRIOR TO INSTALLATION OF SIDEWALKS AND DRIVEWAYS. <br /> COMPACTED SUBGRADE 2) PAVERS SHALL BE SEALED WITH WHITE MOUNTAIN "SEAL-LOCK" <br /> FOLLOW MANUFACTURER'S INSTRUCTIONS FOR APPLICATION. <br /> INTERLOCKING PAVING - DRIVEWAY BANDING <br /> 2" DIA. DRAIN HOLES (8), N.T.S. <br /> LOCATE AT LOWEST ELEVATIONS <br /> FILL WITH PEA GRAVEL <br /> INTERLOCKING PAVING - ON CONCRETE BASE LS-3 <br /> N.T.S. <br /> ?�'2 p,PE ARCy�TF <br /> BEFORE EXCAVATING ° Descrolon Date v DAVID n� <br /> CALL U.S.A. D C A HA�NGTON DEPARTMENT OF PUBLIC WORKS <br /> UNDERGROUND SERVICE ALERT ORIGINAL SCALE IN INCHES ` <br /> 800-227-2600 S ATURE <br /> FOR REDUCED PLAN 946 NORTH YOSEMITE STREET AN JOAQUIN COUNTY, CALIFORNIA <br /> N 2 28 03 <br /> TOLL FREE construction STOCKroN, CALIFORNIA 95203 yT DATE � <br /> 2 WORKING DAYS BEFORE ALL 0 1 2 3 T209.462.2873 • F209.462.8308 FOF F° <br /> PLANNED WORK OPERATIONS <br /> architecture Ewww . dcaaia . com <br /> DRAWN BY DATE I DESIGN DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SHE TOTAL <br /> DCH 71— <br /> u <br /> Dai SCALE: 1 _ 20 O SPECIAL PAVING LOWER SACRAMENTO ROAD CORRIDOR IMPROVEMENTS ON No. SHEETS <br /> I A d:: = 0 INDIANA STREET WOODHAVEN LANE, CHESTNUT STREET AND MOKELUMNE STREET <br /> s/aio2 I-MD 64102 / f �r/ �� /o ��,L COUNTY OF SAN JOAQUIN 3Y YD <br /> L !0 `52w /�� <br />