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NOTE: <br /> 1 . Use Tape to Seal Plastic Around <br /> Pipe Upstream End. <br /> 2. Over Lapping of Rock Slope <br /> Protection Fabric and Plastic <br /> Sheeting will only be Allowed at ,\\ <br /> Bottom of Dam. Existing <br /> B 5, Channel <br /> RSP <br /> 24" Temporary 2 (Backing No 3,' <br /> Culvert 2 4 Q1 Method B) \� <br /> RSP Fabric S=0.00116 1 Existing Channel \�/' 24" / <br /> Flow Line <br /> Temporary <br /> L-1--XB'�7/\// Plastic Sheeting 4" Culvert <br /> Temporary4 <br /> Pipe Support SECTION B-B <br /> SECTION A-A <br /> No Scale No Scale <br /> B <br /> 23+18 5' Lt <br /> Temporary Gravel Dam � B FLd25 93 Temporary Culvert <br /> A A <br /> 20+58 5' Lt Temporary Gravel Dam <br /> Begin 24 Temporary u ver <br /> FL 25.54 <br /> 24" x 260' Temporary Culvert O S=0.0015 <br /> 20+0�0Weber Slough_ �� 21 +00 I 22_+ _+ <br /> -�- <br /> "W" Line <br /> Temporary Gravel Dam TEMPORARY WEBER SLOUGH DIVERSION B <br /> Scale 1"=20' <br /> 3' Box Culvert Wingwall Parapet WallEI 32.16 N Box Culvert Wingwall <br /> FG 3' <br /> Type B, See SP D-84 See SP D-81 Type B, See SP D-84 <br /> 7 30 4.5' \ G FG FG OG 4./ <br /> 6„ Parapet Wall H=4 5 \ / 5, H54 <br /> er See SP D 82 Rock Existing Top H=4 ��:t or Double 12'x6' RCB Inv N. 25.54 F�°ate/ H=4 <br /> Slope Protection of Bank 5' F/o See RCB Details 1 0� 5' <br /> Facin Method B EI N. 29.54 \ <br /> otter Inv S. 25.29 5'• / <br /> H=6 5, \ / 5, H=6 EI N. 29.54 <br /> 12„ EI S. 29.79 EI N. 28.04 H=7 H=7 EI N. 28.04 EI S. 29.79 <br /> EI S. 28.29 EI 5N. 26.54 77 5' EI S. 28.29 <br /> EI N. 22.71 4' Cutoff Wall EI N. 22.71 5 EI N. 26.54 <br /> Double 12'x6' RCB EI S. 26.79 EI N. 25. H=10 <br /> 04 EI S. 22.96 See SP D-84 EI S. 22.96 H=10 EI N. 25.04 EI S. 26.79 <br /> Existing Channel EI S. 25.29 EI S. 25.29 <br /> Flow Line <br /> 2' <br /> 24.5' 24.5' <br /> 21 4Cut nff. Wpift1 \j��/ `. , 5' Cut off Wall <br /> Rock Slope ProtectionL <br /> Rock Slope Protection Fabric SECTION C-C <br /> Fabric 2' No Scale <br /> 2' CL3 AB SECTION D-D <br /> No Scale RCB WESS/O,yq/ <br /> "W" Line <br /> inh M. Le ? <br /> w m <br /> No. 7518 <br /> F C E Exp. <br /> ExistingTo 9.5't 12' 12' 9.5't Existing To � Cutoff Wall rgTF CIv F���\P <br /> of Bap of Bak p D D OF CA�� <br /> ae 1 2 2 PLAN SCALE <br /> I :dB 0 10 20 40 <br /> Channel F � '�/i.:... '�/i.: <br /> � � FabricSlope Protection SCALE IN FEET <br /> 2 Rock Slope Protection <br /> ic <br /> 3 Cut OffrWall SECTION) F-F Rai <br /> aan&Never <br /> No Scale CONSULTING ENGINEERS INC <br /> Rock LF / V 60 S. Market Street, Suite 510 San Jose, CA 95113 <br /> Slope Protection RCB INLET/OUTLET Cr E Telephone No. (408)280-2772 Fax No. (408)280-6803 <br /> (Facing, Method B) DRAWN BY: BT/ZD <br /> SECTION E-E RSP DETAILS DESIGNED BY: CN/DL <br /> CHECKED BY: NL <br /> JOB NO. 99008 DATE 10-27-1999 <br /> No Scale SCALE: AS SHOWN <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVED DATE SHEET TOTAL <br /> COUNTY OF SAN JOAQUIN DRAINAGE DETAILS QANTAS LANE EXTENSION NO. SHEETS <br /> (ARCH -AIRPORT ROAD TO FRONTAGE ROAD) 11 12 <br /> LE NAPE I DRAWER SHEET NO. ACAD REVISIONS DATE <br />