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Q` <br /> +42.89 26.57 Lt <br /> IE 22.15 <br /> Cap End of Pipe <br /> Unlined V-Ditch _ _ - - <br /> FL 25.10 ------ o <br /> to <br /> ------------ + <br /> FL 29.90 HP R/W - 57.5 LF 24" RCP ® S = 0.005 ---- -- '------ Z <br /> +18.68 29.84 Lt _ - ---------------------------- -' <br /> IE 25.00 ----" - - -' ----- _ _ _ <br /> Cap En of Pipe 115.5 LF 24" Irrigation RCP FL 25.40 - �=-------- v <br /> _ ® S = 0.003 - - -- <br /> \ LF 24" Irrigation RCP _ - FL 26.60 HP <br /> 0.003 �,. ww�� +73.95 66.31 Rt <br /> - cJ L IE 22.50 <br /> Double 12' x 6' RCB __ A Cap End of Pipe <br /> _ - - Unlined V-Ditch Q LINE <br /> +45.03 72.57 Rt R/W <br /> IE 25.50 24' 16' 16' 4' <br /> Cap End of Pipe <br /> TW TW <br /> FL 29.90 HP Profile Grade 1' <br /> 2% <br /> OG - 5% OG - <br /> ? 7 21 ? 1 1 <br /> - - - - - - - - - - - - - - - - - - - <br /> �I mor 24" RCP <br /> Z art Ditch (3.5' Min - 5.5' Max) SECTION A-A Ditch (0.74'5Min <br /> ) <br /> 40 e0001 ' R/W <br /> / ----- ------ _ <br /> +77.46 28.69 Lt <br /> IE 22.15 '\ <br /> Cap End of P' ----- --- _ <br /> FL 25.40 57.55 LFP <br /> / = 0.0 \ \ <br /> Unlined V-Ditch ® S R/W__-i A <br /> 117.5 LF 24" Drainage RCP <br /> ® S = 0.003 <br /> Unlined V-Ditch A +08.88 66.42 Rt \ S <br /> 22.50 ' <br /> / / j Cap End of Pipe ` <br /> /' FL 26.60 HP � <br /> /I '�� tow <br /> FL 25.10 P` <br /> +00 47.80 Lt <br /> IE 22.20 <br /> Cap End of Pipe <br /> 57.5 LF 24 RCP 0 S = 0.005 <br /> s&& ua) *ws 91 LF 24" Irrigation RCP PLAN SCALE <br /> / FL 25.40 S = 0.004 FL 0 0 40 80 160 <br /> / , FL 27.80 HP <br /> // +00 43 Rt \ SCALE IN FEET <br /> / IE 22.56 <br /> ��n Cap End of Pipe <br /> ti <br /> <1 <br /> QROVESSIONq� Raiappan&Meyer <br /> CONSULTING ENGINEERS INC <br /> tS0 w Dov Lof 60 S. Market Street, Suite 510 San Jose, CA 95113 <br /> N Telephone No. (408)280-2772 Fax No. (408)280-6803 <br /> Exp. DRAWN BY: BT/ZD <br /> DESIGNED BY: CN/DL <br /> JT9r C I V �L ��\P CHECKED BY: NL <br /> Cr OF CNV\�0 JOB NO. 99008 DATE10-27-1999 <br /> SCALE: AS SHOWN <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVED DATE SHEET TOTAL <br /> COUNTY OF SAN JOAQUIN 1 " = 80' DRAINAGE PLAN QANTAS LANE EXTENSION NO. SHEETS <br /> �44 XC <br /> vv/ COUNTY (ARCH -AIRPORT ROAD TO FRONTAGE ROAD) 9 12 <br /> FILE NAM DRAWER SHEET NO. ACAD REVISIONS DATE <br />