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FOOTHILL RD. <br />P <br />U <br />R <br />I <br /> <br />C <br />T <br />. <br />1.GRADING AND DRAINAGE: ALL PROPOSED PAVING AND PLANTING AREAS SHALL SMOOTHLY <br />CONFORM TO EXISTING ADJACENT FEATURES TO REMAIN. PROVIDE POSITIVE DRAINAGE <br />ON ALL PAVING AND THROUGHOUT ALL PLANTING AREAS. FLOOD PAVED AREAS UPON <br />COMPLETION AND RECONSTRUCT ANY LOW SPOTS AS DIRECTED. <br />2.TOPSOIL STOCKPILE: STRIP AND STOCKPILE NATIVE TOPSOIL IN AN AMOUNT SUFFICIENT <br />TO INSTALL A 6 INCH LAYER OF TOPSOIL IN ALL PROPOSED PLANTING AREAS. STOCKPILE <br />LOCATION(S) TO BE DETERMINED DURING CONSTRUCTION. <br />3.TOPSOIL PLACEMENT: CROSS-RIP ALL ROUGH-GRADED PLANTING AREA SUBSOILS AS <br />SPECIFIED PRIOR TO TOPSOIL PLACEMENT. <br />4.BACKFILL: EXCAVATED MATERIAL NOT SUITABLE FOR BACKFILLING SHALL BE REMOVED <br />AND LEGALLY DISPOSED OF OFF-SITE <br />5.EXISTING STORM DEBRIS: THE EXISTING ROCK AND DEBRIS THAT WAS WASHED ON SITE <br />SHALL BE REMOVED AND TAKEN DOWN TO THE NATIVE GRADE PRIOR TO AMENDING THE <br />SOILS. ASSUME 60 CY OF OFFHAUL. CONFIRM EXTENT OF THE OFFHAUL AREA WITH THE <br />CITY PRIOR TO REMOVING DEBRIS. <br />6.STANDARDS: ALL IMPROVEMENTS SHALL BE PER CITY OF PLEASANTON STANDARD DETAILS <br />AND SPECS. <br />7.TURF EDGING: SHALL BE PERMALOC CLEANLINE OR APPROVED EQUAL, BLACK COLOR, <br />INSTALL PER MANUFACTURER'S RECOMMENDATIONS. REVIEW LAYOUT WITH CITY PRIOR <br />TO INSTALLATION. <br />EXISTING TREE TO REMAIN <br />EXISTING TREE TO BE REMOVED <br />BOULDER, RELOCATED (10 TOTAL) <br />FLUSH CONDITION <br />FRENCH DRAIN <br />Y: <br />\ <br />L <br />a <br />n <br />d <br />s <br />c <br />a <br />p <br />e <br /> <br />A <br />r <br />c <br />h <br />i <br />t <br />e <br />c <br />t <br />u <br />r <br />e <br />\ <br />S <br />t <br />r <br />e <br />e <br />t <br />s <br />c <br />a <br />p <br />e <br />s <br />\ <br />F <br />o <br />o <br />t <br />h <br />i <br />l <br />l <br /> <br />3 <br />9 <br />0 <br />1 <br />, <br /> <br />B <br />o <br />w <br />e <br />r <br />s <br />\ <br />3 <br />9 <br />0 <br />1 <br /> <br />F <br />o <br />o <br />t <br />h <br />i <br />l <br />l <br /> <br />S <br />C <br />. <br />d <br />w <br />g <br />\ <br />2 <br />- <br />2 <br />1 <br />- <br />2 <br />5 <br /> <br /> <br />0 <br />2 <br />: <br />2 <br />7 <br />p <br />m <br /> <br /> <br />m <br />g <br />r <br />u <br />b <br />e <br />r <br />DWG NO.SCALE: <br />PROJECT NO.: <br />DATE: <br />ADAM M. NELKIE <br />CITY ENGINEER <br />NO.78830 <br />EXP.9/30/25 <br />DESIGN: <br />DRAWN: <br />CHECKED: <br />TRAFFIC ENGINEER: <br />CITY OF PLEASANTON <br />PUBLIC WORKS DEPARTMENT <br />REV.DATE DESCRIPTION <br />PURI COURT STORM DRAIN IMPROVEMENTS OFFEB 10, 2025 <br />MG <br />AN <br />MT 10 <br />SN L1 <br />8 <br />AS SHOWN <br />Docusign Envelope ID: A87BF440-0018-40ED-B364-38D84AF4ACFCDocusign Envelope ID: EDC2C1A4-2B33-4807-8AC9-D3A1D6B0B724