Laserfiche WebLink
i <br /> DRAINAGE QUANTITIES <br /> O o w <br /> (N ) ; r O O <br /> x W z U W <br /> zz U W0-a_ LL1 Cr O Q W O <br /> Ld w H > J Q Q - U H :2 z <br /> F- F- F- C' F- H O a` , F- W V) W W <br /> V) - C: Ld O 2 0 Y a. V) F- � fr H H <br /> >- z C W > 0 0 z z U W - J O U V) - <br /> V) > J Q 3 - U D_ O Q W z >- z <br /> J O S z O' w = z O V) <br /> w LLL > > > Z) LL.I w 0 I- Q J O z J 0- Q U <br /> U M > U - F- - I•-- W Of W H Q Ld V) J W w <br /> O <br /> 0Q 0- a. 0- z 0 Q O Q CD a. - H LLJ Q J W Q J I- Q 0 CD <br /> z z U V) U V) U V) 0 V) w O W 0 W 0 Q N a) z E- a J I- W J Q Q <br /> - C' V) 12� (N Cr V) Ld (n > 0 z (-) 0 W V) - W V) LLI U Q W z z <br /> Q Q Q Q Q Y Q O zQ_ V) U U V) 2 C- - - <br /> Cr = J J J U J :2Q = Q Q Q _ = V) (n 0 Q - C- >- Q Q <br /> 0 0 <br /> ao 0 vq C) (-0 a U w m OO J v J IX (n o (n (n — — z J � V) r- DESCRIPTION Cr D' <br /> N M - " fr Q - L.L. N LL 0 - - 0 Q 0- Q 0 0 <br /> LF EA LF EA LB SQFT TON <br /> 1 20 1 31 0. 5 DOWNDRAIN AT ' B' 307+50 LT I <br /> 2 50 1 1 31 0. 5 DOWNDRAIN AT 113' 313+50 RT 2 <br /> 3 a 120 1 . 8 AC SLOPE DITCH FOR DECK DRAINAGE AT BB 3 a <br /> 3 b 66 I I DOWNDRAIN AT ' B' 314 +70 RT 3 b <br /> 4 a 56 4 a <br /> 4 b I <br /> 5 Cl 46 4 b <br /> 5 a <br /> 5 b 1 5 b <br /> 5 C 2 158 CMP / 18 " CMP 5 C <br /> 6 a 100 6 a <br /> b 50 j b <br /> C 1 270 DRAINAGE MAINTENANCE HOLE C <br /> 60 <br /> e 28 e <br /> 48 <br /> 6 q 1 2 24 " CMP / 12 " CMP 6 q <br /> 7 Cl 120 1 . 8 AC SLOPE DITCH FOR DECK DRAINAGE AT EB 7 a <br /> 7 b 66 I I DOWNDRAIN AT ' B' 321 +70 RT 7 b <br /> 8 1 1 48 " CONCRETE PIPE 8 <br /> 9 42 31 0. 5 DOWNDRAIN AT ' B' 328+40 LT 9 <br /> 10 116 1 10 <br /> 11 43 0. 7 AC OVERSIDE DRAIN AT ' B' 334+50 RT 11 <br /> 12 a 66 12 a <br /> 12 b 2 TWIN 12 " x21 " ARCH CMP IZ b <br /> TOTAL 104 1 316 50 100 5 1 I 1 I 1 I 1 244 5 1 5 270 376 1 6 <br /> (N ) NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY <br /> z <br /> O <br /> Q <br /> a <br /> w <br /> w <br /> 0 <br /> Q <br /> L!' ��it ff 1 ESSI <br /> REGISTERED CIVIL ENGINEER A. <br /> C33P� '�Y w <br /> PLANS APPROVAL DATE ' No. C60254 <br /> * Exp. 6-30-04 * Y <br /> QUINCY ENGINEERING, INC <br /> 3247 Ramos Circle CIVIC <br /> Sacramento, CA 95827 - 2512 CALIFS w <br /> z <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE <br /> MIGHAE1- 6ANGHEZ5/ 13/02 DRAINAGE JACK TONE ROAD SHEET TOTAL <br /> JE�>% 01.50N 5/02 KAM TATMAN 5/02 ��l st�� COUNTY OF SAN J OAOU I N NO SCALE QUANTITIES GRADE SEPARATION N0. SHEETS <br /> 16 41 OT <br /> FILE NAME DRAWER SHEET N0. ACAD REVISIONS DATE <br /> 5085KON3. PGN <br />