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GUARD POST NOTES: <br />PER 2010 CFC, SECTION 312.2, GUARD POSTS <br />SHALL COMPLY WITH ALL OF THE FOLLOWING <br />REQUIREMENTS: <br />1. CONSTRUCTED OF STEEL NOT LESS THAN <br />4-I14CHES (102 mm) IN DIAMETER AND <br />CONCRETE FILLED. <br />2, SPACED NOT MORE THAN 4 -FEET (1219 <br />mm) BETWEEN POSTS ON CENTER. <br />3. SET NOT LESS TARTAN 3 -FEET (914 mm) <br />DEEP IN A CONCRETE FOOTING OF NOT LESS <br />THAN A 15 -INCH (351 mm) DIAMETER, <br />4. SET WITH THE TOP OF THE POSTS NOT LESS <br />THAN 3 -FEET (914 mm) ABOVE GROUND. <br />5, LOCATED NOT LESS THOU 3 -FEET (914 mm) <br />TROY THE PROTECTED OBJECT, <br />7/5' X 40 IMPREGNATED FIBERBOARD <br />EXPANSION JOINT <br />3' MIN. (COMPACTED DI <br />ASPHALTIC CONCRETE <br />9' MIN. (COMPACTED Of <br />CLASS 2 AGGREGATE BASE <br />II� <br />G <br />BOLLARD DETAIL <br />8 <br />NOT TO SCALE <br />12v MIN. (COMPACTED DEPTH) EXISTING SOIL <br />TO BE SCARIFIED APPROXIMATELY 12 LACHES, <br />MOISTURE CONDITIONED AND RECOMPACTED TO <br />90% OF MAXIMUM DRY DENSITY <br />NOTE: <br />ALL ASPHALT PAVEMENT(AC) SHALL BE CONSTRUCTED IN ACCORDANCE <br />WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL. ENGINEER AND SON <br />JOAOUN COUNTY STANDARD SPECIFICATIONS. <br />TYPICAL AC PAVING SECTION <br />1 1 NOT TO SCALE <br />CIVIL - NOTES AND DETAILS <br />ARCO C—STORE AND FUEL CANOPY <br />3443 CHEROKEE ROAD, SAN aJOAOUIN COUNTY CA <br />4' CONCRETE WALK (BROOM FINISH) <br />PAINTED PEARLESCENT WHITE <br />PULVERIZED TOPSOIL WITH 6%6 - WIAXWIA W.W.F. <br />6"O STANDARD (TYPICAL LANDSCAPE AREA) SEE SITE PIAN FOR WID7H I" RADIUS ON EDGE <br />BLACK PIPE SLOPE TO 2" BELOW <br />CONCRETE FILLED <br />THE TOP OF SIDEWALK TOOLED JOINT g• ADJACENT PAVEMENT <br />SLOPE 1,0% MIN. <br />2.0% MAX. <br />it IT cc <br />as <br />6.5' MIN, (COMPACTED I <br />PORTLAND CEMENT COP <br />PAVEMENT <br />C MIN. (COMPACTED DI <br />CLASS 2 AGGREGATE BASE <br />too <br />° p- .'80'4 <br />G ° oO0 5 <br />(NO O PACTED GRRV)EL� <br />TYPICAL SECTION [TYPICAL SECTION <br />IN LAWN AREAS ADJACENT TO DRIVES <br />NOTES <br />A. SIDEWALKS VARY FROM 4' TO 7' IN WIDTH, <br />CONTROL JOINTS TO BE PLACED AT SPACING EQUAL TO SIDEWALK WIDTH, <br />B. PROVIDE EXPANSION JOINTS AT 28' TO 30' O.C. MAXIMUM. <br />C. WHEN WALK IS ADJACENT TO THE BUILDING PROVIDE 3/8' X 4• IMPREGNATED FIBERBOARD <br />ON-SITE CONCRETE SIDEWALK <br />9 NOT TO SCALE <br />4' MN. (COMPACIED <br />'OBTUND CEMENT COT <br />PAVEMENT <br />6' MIN. (COMPACTED DEPTH) <br />CLASS 2 AGGREGATE W (AB) <br />0 <br />0 B' mo <br />a\. o°op0R 080 o0% au°c <br />12' MIN. (COMPACTED DEPTH) EXISTING SOIL <br />TO BE SCARRED APPROXIMATELY 12 INCHES, <br />MOISTURE CONDITIONED AND RECOMPACTED TO <br />90% OF MAXIMUM DRY DENSITY <br />NOTE: <br />ALL ASPHALT PAVEMENT (AC) SHALL BE CONSTRUCTED IN ACCORDANCE <br />WITH THE RECOMMENDATIONS OF THE GEOTECHNMAL ENGINEER AND SON <br />"WIN COUNTY STANDARD SPECIFICATIONS. <br />TYPICAL PCC PAVING SECTION <br />SCALE. UViE <br />� I2" MN. (COMPACTED DEPTH) EXISTING SOIL <br />NOTE: PROVIDE CONTROL TO BE SCARIFIED APPROXIMATELY 12 INCHES, <br />JOINTS AT 6' O.G MANMw MOISTURE CONDITIONED AND RECOMPACTED TO <br />90% OF MAXIMUM DRY DENSITY <br />NOTE: <br />All. ASPHALT PAVEMENT (AC) SNAIL BE CONSTRUCTED IN ACCORDANCE <br />WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER AND SON <br />JOAOUN COUNTY STANDARD SPECIFICATIONS. <br />ACCESSIBLE PATH <br />CONCRETE SIDEWALK DETAIL <br />1 3 NOT TO SCALE <br />TROWEL <br />PER DENIAL SHf. 5/C6.1 <br />FLOWUNE OF CONCRETE SWALE y <br />4" (MIN.) COMPACTED DEPTH <br />AGGREGATE BASE (95% COMPACTED) <br />S-4' <br />5% MAX. SLOPE <br />LCONCRETE SUB <br />ANO REINFORCING <br />PER DETAILSKI, 5/C6.1 <br />^ ,j,+ NOTE: <br />E%PANSIJOINTS <br />0 20,- VA <br />O 20'-0' O.C. MAX. <br />12" MIN. (95% COMPACTED) COMPACTED <br />SUBGRADE OR STRUCTURAL FILL MATERIAL <br />COMPACTED AND PLACED IN ACCORDANCE <br />W/ SOILS ENGINEER'S RECOMMENDATIONS <br />CONCRETE SWALE <br />I V <br />NOT TO SCALE <br />ASPHALT PAVEMENT <br />DETAIL SHIT, 3/C6.1 <br />FLOWUNE OF ASPHALT SWALE <br />4' (MIN.) COMPACTED DEPTH <br />AGGREGATE BASE (95X COMPACTED) <br />3I -C MN. <br />5% MAX. SLOPE <br />17 YIN. (95% COMPACTED) COMPACTED <br />3UBCRADE OR STRUCTURAL FILL MATERIAL <br />COMPACTED AND PLACED IN ACCORDANCE <br />W/ SOILS ENCNEER'S RECOMUENDATXINS <br />n ASPHALT SWALE <br />Ai <br />NOT TO SCALE <br />ASPHALT PAVEMENT PER <br />DETAIL SPIT, 3/C6.1 <br />LL¢Nl: <br />�NGI H A ij <br />tsN <br />QIP � �•Z <br />o <br />yam\ / <br />C2' <br />N%rVNO ENGLN�tP <br />18215 72ND AVENUE SOUTH <br />KENT, WA 98032 <br />(425)251-6222 <br />(425)251-8782 FAX <br />CML ENGINEERING. LAND PLANNING, <br />SURVEYING, ENVIRONMENTAL SERwCES <br />2\ 1 F2 Ie1 f y NSURmm <br />FAL P. <br />ARCO NTI <br />AM/PM <br />FUEL CANOPY <br />WITH 8 MPD's <br />NWC CHERDKEE ROAD <br />9 NEWTON ROAD <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />FACILITY # TBD <br />mot Pe aIW <br />CIVIL - NOTES <br />AND DETAILS <br />C6.1 <br />Cy <br />Cy <br />