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OVERFLOW RISER <br />W/ GRA TE <br />RISER HEIGHT SEE TCM <br />SUMMARY TABLE <br />VARIES — <br />B10— TREA TMENT <br />SOIL MlX <br />(BSM) <br />PE SPECS <br />IMPERMEABLE — <br />LINER <br />PERFORA TIONS DOWN <br />SEE PLAN FOR LENGTH <br />AND LOCATION, <br />PLACE 4" MIN. DIA. APPROVED <br />COBBLE 0.2' BELOW CURB <br />OPENINGS FOR DISTANCE OF 2' <br />EITHER SIDE OF CURB OPENINGS <br />CLEANOUT <br />W1CAP AT <br />FINISH GRADE <br />VARIES—SEE PLAN — <br />VARIES—SEE PLAN — <br />PLACE GEOTEX77LE <br />IN. }�4'r'y' ' `` <br />' <br />ti-� <br />a <br />.a -•A <br />'+. IBJ. y:w <br />a:+•:•:: <br />X00 <br />VARIES <br />t 12" MIN. OF CLASS 11 PERMEABLE ROCK <br />PER CALTRANS SPECS ROCK SECTION <br />TO INCREASE WITH SLOPE OF PIPE. <br />SOLID OVERFLOW PIPE <br />EXHIBIT I'B" DATE 02.03.22 <br />J KIER+WRIGHT BIORETENTION BASIN SCALE NONE <br />W BY JE <br />3350 Scott Boulevard, Building 22 Phone: (408) 727-6665 W/ LINER JOB NO. A21099 <br />Santa Clara, California 95054 www.kierwright.com REDWOOD CITY, CALIFORNIA SHEET 2 OF 2 <br />Of <br />Z:\2021\A21099\DOCS\CIVIL\CALCS\STORMWATER\O&M AGREEMENT\EXHIBIT B.dwg 2-03-22 11:27:29 AM dking <br />ATTY/AGR 2022 035/PBA II, LLC (242 Walnut Street) (Page 12 of 16) <br />I •a �=-; �' <br />.r <br />PLACE GEOTEX77LE <br />IN. }�4'r'y' ' `` <br />' <br />BETWEEN COBBLES & <br />NATIVE SOIL FOR <br />EROSION CONTROL. <br />t 12" MIN. OF CLASS 11 PERMEABLE ROCK <br />PER CALTRANS SPECS ROCK SECTION <br />TO INCREASE WITH SLOPE OF PIPE. <br />SOLID OVERFLOW PIPE <br />EXHIBIT I'B" DATE 02.03.22 <br />J KIER+WRIGHT BIORETENTION BASIN SCALE NONE <br />W BY JE <br />3350 Scott Boulevard, Building 22 Phone: (408) 727-6665 W/ LINER JOB NO. A21099 <br />Santa Clara, California 95054 www.kierwright.com REDWOOD CITY, CALIFORNIA SHEET 2 OF 2 <br />Of <br />Z:\2021\A21099\DOCS\CIVIL\CALCS\STORMWATER\O&M AGREEMENT\EXHIBIT B.dwg 2-03-22 11:27:29 AM dking <br />ATTY/AGR 2022 035/PBA II, LLC (242 Walnut Street) (Page 12 of 16) <br />