Laserfiche WebLink
NOTES: <br /> 1 . THIS PLAN ACCURATE FOR DRAINAGE ONLY. <br /> 2. ALL ROCK SLOPE PROTECTION IS RSP Nc�x�0 <br /> (BACKING No. 3, METHOD B). SEE DRAINAGE <br /> DETAILS FOR ROCK SLOPE PROTECTION. z) \ <br /> eo <br /> % DITCH C <br /> \ <br /> -7L <br /> flop <br /> �A <br /> F <br /> DITCH „E„ A � � <br /> DRAINAGE BASIN \ V <br /> SEE SHEET D- 14 V� <br /> I a RSP � - <br /> 11 � <br /> b FES x\" END DITCH "E'' . �" <br /> O <br /> c 24 RCP <br /> 24.99' Rt "0" 711 +32.01 ` \ <br /> -. — — — DITCH <br /> F. <br /> / d FES S �� b \ <br /> O �9 0,0 <br /> { <br /> / „ <br /> II i DITCH "B" LOW POINT Q 24 RCP \ <br /> / 100.54' Rt "F" 552+04.63 ��f F� �\ SSS <br /> F^ c INLET (TYPE G3) <br /> ' �O GRATE (60d=9) <br /> V'T \ <br /> I Q / O1% 12 <br /> DITCH "D" <br /> I � <br /> INLET (TYPE G3) o + <br /> END DITCH "B„ GRATE (TYPE 600-9) DITCH "D" - 00 <br /> to <br /> 70.65' Rt "A" 304+ 19.86 <br /> BEGIN DITCH "D" CD <br /> I <br /> / 76.45' Lt "A" 304+21 .41 �` o <br /> d 24" FCR w w <br /> SHATTUCK TRACT ROAD <br /> 40�95c�37 z � <br /> 410 z <br /> 405 <br /> 400 <br /> { <br /> I <br /> pROFESSIO,ygl <br /> I I �o Fy <br /> REGISTERED CIVIL ENGINEER �� c <br /> w ICHAEL A. SANCHEZ m <br /> 5/20/2005 Na, C60254 <br /> PLANS APPROVAL DATE 4L Exp. 06-30-06 'f <br /> rl CIVIL �Q <br /> Q Quincy Engineering, Inc. q <br /> 3247 Ramos Circle lF OF C <br /> Sacramento, CA 95827 <br /> S SHEEP TOTAL <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE LOWER SACRAMENTO ROAD IMPROVEMENT <br /> M. SANCHEZ 4/30/05 YfCOUNTY OF SAN JOAQUIN SCALE: 1 "=40' DRAINAGE PLAN D-5 N0. SHEETS <br /> N. CLARK 5/18/05 , MICHAEL A. SANCHEZ 5/18/05 KEITH D. RHODES 5/19/05 /60a /Ahl. 5�1� HARNEY CURVE PROJECT 42 96 <br /> FILE NAME DRAWER SHEET NOACAD REVISIONS DATE FOR REDUCED PLANS ORIGINAL a 1 2 3 <br /> SCALE IS IN INCHES I I I I I I s166rdn.dwg, Thu, 19 May 2005 - 8:12pm, mikek <br />