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RW <br />RW <br />RW <br />RW <br />51' <br />43' <br />RW RW <br />PRI VA TE STREET <br />PRI VA TE STREET <br />FC 61' FC <br />FC 25.5' <br />FC <br />38' FC <br />FC 29$ <br />FC <br />PRI VA TE STREET <br />CL <br />CL <br />9.5' <br />17' 25' 19' <br />5' 20' <br />8' 11' 11' 8' 8.5' 12' <br />I 8.25' 10.5' 10.5' <br />8' 5p_ I <br />SWK 0.5CL <br />PARK/NG TRAVEL WAY PARK/NG <br />PARK/NG TRA VEL LANE TRA VEL LANE PARK/NG I <br />I TRA VEL LANE TRA VEL LANE <br />PARK/NG SWK 1 <br />0.5,1 <br />10' 10' <br />0.5' 0.5' <br />I <br />0.5' <br />0.5' <br />X0.5' <br />1 TRAVEL LANE TRAVEL LANE <br />2 <br />- � <br />.- <br />' 2q <br />��— <br />6" <br />VERTICAL <br />o <br />AC PA VEMENT o <br />CURB <br />AC PA VEMENT <br />FLUSH CURB <br />CLASS 2 AB <br />CLASS 2 AB <br />CLASS 2 AB <br />6" FLUSH CURB <br />6" CURB & <br />6" CURB & 6" CURB & <br />WHEEL STOP <br />AC PAVEMENT 3 MOUNTABLE <br />GUTTER <br />6" CURB & 5' WIDE SWK <br />GUTTER GUTTER <br />CLASS 2 AB CURB AND GUTTER <br />GUTTER <br />5' WIDE SWK <br />NOT TO SCALE <br />NOT TO SCALE <br />NOT TO SCALE <br />NOT TO SCALE <br />1 <br />STREET <br />A (BY LOTS A AND 15) <br />2 <br />STREET A (BY LOTS 4-7) <br />3 <br />PARKING LOT <br />4 <br />STREET B <br />PARK/NG <br />SIDEWALK I <br />611 <br />24" <br />NOT DESIGNED FOR H2O LOAD/NG <br />�� TFC <br />" <br />TMC3 <br />AC PAWNG�� a o <br />0 0 0 0 0 <br />R=0.5 <br />R=1/2 <br />SEE PLAN <br />0 0 0 0 0 0 0 0 0 0 0 0 Q <br />CLASS 2 AB <br />�o 0 0 0 0 0 0 0 0 0 0 oa Zoo <br />/ / / / <br />// / / <br />d <br />N U <br />29' z <br />VAS R� " <br />o 0 0 �\ <br />/\/\/\/ 18" 12" N '� c <br />\\//\\//\\//\\//\\//\\//\\//\\ H \\//\\//\\ Q / " <br />/\ / /18 / <br />Mll1/ <br />\ <br />X"d <br />K / '�=9rOP5 MIN <br />/ <br />D r@11 <br />4 <br />1-#4 BAR LONG17UD/NAL AS SHOWN, <br />OA :. :::::::::•``J:::::::::::: AO .. ... •L`J'•'•'•'•:•: <br />OA OA ."i. 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SEA E SO S <br />� <br />" .............. :::::::... <br />6 <br />::::....:::::: :::: <br />3„ <br />/BOTTOk1 OF / <br />6" <br />%/ <br />/ CELL ELEVA TIO AS <br />SHOWN ON PLAN <br />NOT TO SCALE <br />NOT TO SCALE <br />F <br />TO STORM WATER INLET 6" PERFORATED DISCHARGE PIPE <br />P N p \\ N <br />L F <br />5 <br />w <br />6 FLUSH CURB <br />6 <br />w <br />3 MOUNTABLE CURB & GUTTER <br />\/ ,12" <br />CHR/STY FSBOX W/TH <br />REINFORCED CONCRETE LID. <br />INSTALL LID FLUSH WITH THE <br />6" SOLID DISCHARGE PIPE COMPACT SUBGRADE TO 959 <br />CONCRETE PA VEMENT <br />15' <br />ELEVAT/ON <br />KEY PLAN <br />SILVA CELL PER MIN <br />DETAIL 12 ON <br />O <br />2X SILVA CELL SYSTEM BY DEEP ROOT (DECK, BASE, AND POSTS) <br />O MIRAGRID 2XT — GEOGRID TO LINE PERIMETER OF SYSTEM WITH 6" TOE <br />TC SEE PLAN <br />THIS SHEET <br />O <br />CONCRETE SIDEWALK <br />(OUTWARD FROM BASE) AND 12" EXCESS (OVER TOP OF DECK). <br />O <br />'� <br />R=0.5" 6 R=0.5" <br />SCREW CAP <br />O <br />PLANTING SOIL PER LANDSCAPE ARCHITECT <br />6" SDR -35 PVC PERFORATED DISTRIBUTION PIPE. <br />O <br />AC PAVEMENT <br />2" DRAIN ROCK <br />6" SDR -35 PVC PERFORATED COLLECTOR PIPE. <br />\ <br />FLUSH W/TH <br />FINISH SURFACE <br />O <br />MENT SOILS X PER ATTACHMENTO <br />MIUNIC PALi REGIONAL TSTORMWATER (PERMITiI(MRP) PROVISION C 3.'c.i.(1)(b)(vi) <br />O 6" SDR -35 SOLID PVC PIPE INTO SILVA CELL SYSTEM. <br />N SILVA CELL BASE <br />d <br />\\ <br />O <br />CLASS 2 PERMEABLE MATERIAL PER CALTRANS SPECIFICATIONS, SECTION 68, <br />COMPACTED TO 95%. <br />D CABLE TIE, ATTACHING GEOGRID TO SILVA CELL AT BASE OF UPPER LEG <br />O <br />\/ aFLARE. <br />\ <br />G <br />O <br />6" SDR SOLID PVC OVERFLOW RISER <br />O PIN, PER SILVA CELL SPECIFICATIONS. <br />\ ° <br />O <br />MIRAFI HP570 — GEOTEXTILE FABRIC 18" MIN OVERLAP & EXTENDQ <br />GEOTEXTILE TO EDGE OF EXCAVATION. <br />O NATIVE BACKFILL, COMPACTED TO SOILS ENGINEER RECOMMENDATION. <br />" <br />SOLID WALL LONG SWEEP, <br />„ <br />OR 6 CURB AND GUTTER <br />CLASS 2 AB <br />6 SD <br />DIAMETER TO MATCH 4" STORM <br />DRAIN LINE OR 900 ELBOW <br />I <br />O <br />PERMEABLE MATRERIAL ANDCSID AROUND SIDESBOTTOMOF CLASS 2 <br />AND CELL <br />REDUCER FROM <br />INV PER PLAN <br />6" TO 4" SD <br />6" PERFORA TED SIL VA CELL 6" <br />COLLECTOR OR <br />DISTRIBUTION PIPE <br />NOT TO SCALE <br />NOT TO SCALE <br />NOT TO SCALE <br />7 <br />60 VERTICAL CURB <br />8 <br />SILVA CELL CLEANOUT DETAIL <br />9 <br />TYPICAL SILVA CELL DETAIL <br />AX 11. <br />RUGGERI-JENSEN-AZAR <br />ENGINEERS ■ PLANNERS ■ SURVEYORS <br />4690 CHABOT DRIVE, SUITE 200 PLEASANTON, CA 94588 <br />PHONE: (925) 227-9100 FAX: (925) 227-9300 <br />NO. DATE DESCRIPTION BY <br />TYPICAL SECTIONS <br />& DETAILS- <br />TRACT8631 <br />- 475 AND <br />493 <br />SAINT JOHN STREET <br />SHEET NO. <br />DATE. MAY 22, 2024 <br />CITY OF PLEASANTON, ALAMEDA COUNTY, CALIFORNIA <br />T M 7.1 <br />FOR: ROBSON <br />HOMES, LLC <br />JOB NO.: 201054 <br />