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Last modified
4/16/2025 11:50:10 AM
Creation date
4/16/2025 10:18:16 AM
Metadata
Fields
Template:
Large Plans - LP
Project
Project Plans for Cardinal Avenue Improvements
Limits
Main Street to Weber Avenue
Year
2005
Project Engineer
Jerry Violett
Roads Worked
Cardinal Ave.
Red Lines
Yes
Supplemental fields
Classification
Record Drawings
Cross Ref
C590 - C620
Type
Improvements
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ON 133HS 83m"(I <br />STORM DRAIN CONNECTION DETAILS <br />Offset <br />Rim / <br />Lateral Pipe <br />Invert <br />No, <br />Type <br />Station <br />Grate <br />Left Right <br />Elev. <br />Dia. <br />Length <br />slope <br />In <br />Out <br />CB801 <br />18* <br />SDI <br />42+215 <br />35. 0, <br />29.10' <br />1 <br />27.66' <br />12' <br />42' <br />0. 25% 1 <br />CB802 <br />IS' <br />SDI <br />41+84 <br />35. 0' <br />28.60' <br />1 <br />27.56' <br />25.47' <br />12* <br />40' <br />0. 25% 1 <br />SD801 <br />SD <br />M/H <br />41+92 <br />3. 5' <br />30.91' <br />1 <br />25.37' <br />CB803 <br />18* <br />SDI <br />41+97 <br />24,0' <br />29.00' <br />25.40' <br />12' <br />22' <br />0.25% <br />SD801 <br />SD <br />M/H <br />41+92 <br />3- 55' <br />30.91' <br />25.35' <br />STORM <br />URA I N <br />CONNFCTION <br />DE"TAILS <br />Offset <br />Grate <br />Main Pipe <br />Invert <br />No. <br />Type <br />Station <br />Left Right <br />Elev, <br />Dia. <br />Length <br />Slope <br />In <br />Out <br />SD801 <br />SD <br />M/H <br />41+92 <br />3. 5' <br />30.91' <br />25.40' <br />12' <br />283' <br />0.00% <br />SD702 <br />SD <br />M/H <br />39+09 <br />3. 5' <br />29.06' <br />25.40' <br />GO III NC <br />(1hanoes Rv <br />2--.S--0'7 <br />Any ftroan Using This Drawing Should Warm <br />All intwmflom Fly This, Site Of Work <br />X <br />X <br />Additive Bid Alternate B I j <br />�r, Lq X <br />mo.z rl <br />co-t tki4t'r- I-P k., <br />II 1 <br />VI all -�nc wk-�e_l X <br />X <br />Right —of —Way Center Line & <br />Construction Center Line X <br />x—x X X <br />X II <br />X <br />CBS 02 <br />_771— <br />--- <br />0 <br />Ln <br />+ <br />may,, N <br />V11 W - W - — W IN 0" N. <br />z 41+00 CARDINAL <br />Ln <br />14 <br />+ <br />► <br />1A <br />I <br />Uj <br />+ <br />X <br />LA <br />Uj <br />II I <br />4A <br />UA III i <br />X <br />LA <br />12* \CB801"-; I _X_X X_X X�x <br />B101 X_XXX_XXX <br />\C -, " x <br />4L <br />W W <br />II <br />0 <br />t N N 11 W Y4 W Wl <br />R=30' <br />— — --- — — — — — — — — — — — — — — — — — — — — — <br />, I W �j W W W W 'N W W <br />14Y W W <br />W W, W <br />AVENUEV) T I � — — I — — — — — I — — = — — I — — — <br />1 * <br />0 <11E QE <ff <[19-J-1 12<H1 42+00 <br />Q) SD801 <br />, U) Ls-ss LO <br />Ny <br />7— — — — — — — — — <br />43+00 44+00 45+00 <br />— — — — — — — — — — — — — --- — — — — — <br />M j ------------------- ——-- <br />U 91 — <br />+' <br />------ CB803 <br />G Ij --w G G C G jG <br />lion =M07llllllllllll� <br />END OF PROJECT <br />�y <br />35 35 <br />—Q Construction <br />Exist. Center Line <br />Original Ground (Lt.) <br />30 <br />— — Flow Line (Rt.) <br />30 — — — — — — — — — — — ------- <br />0 —4 1. -- — — — — — — — <br />Lf) 7 <br />+ <br />0 <br />N <br />CB801 (Lt.) <br />CB802(Lt.) —Original Ground (Rt.) <br />Exist. Gas Main Flow Line <br />N (Lt. & Rt.) <br />0 6 N <br />a -4-7- N �0.2 _LTyp.) <br />V)II <br />---- ------------------------ --1-7-77 — — — — — — — 7-1—L — — — — — — — — — — — -----------------------1 <br />T — — — — — — <br />— -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — =='7 <br />Q) --- ------- :L ------------------------------------------ <br />C- - -------- -------------------------------------- <br />------------------ ------------------- <br />L v J (Class IV) <br />(I> :i ___T 1 <br />C V) -------- —12" 0 R.C.P. <br />S=Level Exist. Water Main <br />25 <br />25 4� <br />0 —Sta. 42+03 (21' Lt.) <br />:2 12" 0 R.C.P.Exist. M/H SS801 <br />(Class IV) <br />S <br />12"o R.C.P. CL-IV D801— CB803(Rt.) <br />20 <br />15 <br />STA. 40 41 42 �3 44 45 STA. <br />DRAWN BY PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br />SCALE: 1 "=20' Horizontal UTILITIES CARDINAL AVENUE IMPROVEMENTS NO, SHEETS <br />17. no" 8105 COUNTY OF SAN JOAQUIN 1 Pf =2' Vertical PLAN AND PROFILE (Main Street to Weber Avenue) 22 31 <br />C)Tlnc.-,7tl e-Z 810S <br />It-44T Awad, '4� <br />2!� (Lao- yeb <br />FILE NAME DRAWER SHEET NO. REVISIONS DATE <br />JE:\Projects\2006\C<irdin(il\Plons\FinaI Plol Plan & Profile <br />C, 4<34 4 <br />All, <br />
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