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4�� Q5 <br /> 22.5' Box Culvert Wingwall <br /> Type B (Typical) <br /> Top of <br /> RSP 23+50 <br /> Bank �5 (Facing, Method B)) N 2150236.0114 <br /> N 2149886.2728 (Typical) E 6353638.3857 <br /> E 6353651.9118 <br /> +10 30' WEBER SLOUGH <br /> Bottom of + 0 30 /Begin Double <br /> 22+00 3+00 �� <br /> Channel 21 +00 12'x6' RCB Line S02'12 5 <br /> +66 +96 <br /> End Double <br /> 12'x6' RCB <br /> Top of <br /> Bank <br /> '.96, <br /> 11 <br /> Double 12'x6'*ie RCB <br /> DOUBLE 12`X6' RCB <br /> PLAN SCALE <br /> 0 10 20 40 <br /> PLAN <br /> SCALE 1"=20' SCALE IN FEET <br /> 40 40 <br /> Parapet Wall FG Parapet Wall See SP D82 (Typical) <br /> RSP 33.12 33.37 <br /> (Facing, Method B) RSP <br /> Existing Top of Bank 12 2 (Facing, Method B) Existing Top of Bank <br /> 30 30 <br /> Inv 25.29 <br /> Existing Bottom of Channel <br /> FL S=0.0016 FL Inv 25.54 FL Existing Bottom of Channel <br /> — <br /> 4' 4' Cutoff Wall <br /> Cutoff Wall Cutoff Wall See SP D84 Cutoff Wall <br /> (Typical) QROfESS10Hq� Ralappan&Meyer <br /> 20 0 �e �y� CONSULTING ENGINEERS INC 20 <br /> 30' Double 12'x6'x156' RCB 30' ' lJ L " <br /> in M. Le 60 S. Market Street, Suite 510 San Jose, CA 95113 <br /> I RSP T For Details not Shown See RCB Details T 4751 m Telephone No. (408)280-2772 Fax No. (408)280-6803 <br /> (Facing, Method B) pp�� 41�w °' / /00 DRAWN BY: BT/ZD <br /> PRORLE DESIGNED BY: CN/DL <br /> JT C I V IL ��F "/'/�� CHECKED BY: NL <br /> SCALE: HORIZ 1" = 20' ATF �FJOB NO. 99008 DATE10-27-1999 <br /> VERT 1" = 4' OF CAS SCALE: AS SHOWN SHEET <br /> TOTAL <br /> Cu. Exc. <br /> Yds. Emb. <br /> STA. 21 +00 22+00 23+00 24+00 25+00 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVED DATE SHEET TOTAL <br /> COUNTY OF SAN JOAQUIN SCALE AS SHOWN DRAINAGE DETAILS QANTAS LANE EXTENSION N0. SHEETS <br /> 4. "/n <br /> (ARCH -AIRPORT ROAD TO FRONTAGE ROAD) 10 12 <br /> FILE NAM10 SHEET NO. ACAD REVISIONS DATE <br /> Q <br />