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Home My WebLink AboutTED4102349.14oz--� z �j a V) ui X 0 (-D z 0 z S88 m m 0 0c) (0,0) ('00 > < LLJ LLJ -c Ln oq) 0 C'4 >— 0 u) 0 C4 —j LLJ (40 m il- LL-J > LLJ o p _j LLI V) cn CD < uj >- 0 LL- V) �j L Z CD �ji 0. (n x L L—Li uj a- 0 CL M no di < 0 Q < LLJ n n c E E E OF Q WN x �Z2 0 z Z 0 0 Q cf) Z 0 cn -.R ZO M m cd 6 6 v) vi cr- �Q 00 LLJ 0) LL: o� x M 0 06 (D 0 0 0 0 00 0 Lj z Ld —1 Ll LLJ C TRQ'L B < ON ...... -------- - - OVERFLOW (TYP.). e STANDPIPE . .... . ...................... .............. 8, ELEV = 11.03 WOOD BRIDGE------ OVERFLOW ... . . . ........... STANDPIPE OVERFLOW STANDPIPE EMERGENCY OVERFLOW j SPILLWAY (2) 10' 'X 18" WOOD (2) 10' X 18" WOOD LOGS (TYP) OVERFLOW (2 0) 8'X 8 STANDPIPE A ,�WOOD LOGS ------- --- ........................................... ----------------- V. ............. ................................... ----------- ........................ ... ............................ .......... ..................... ........... . ....................................................................................................................................... ...... ........... .............. ........................ ......... — ------ --------------------------- ............ ...................... ......... I - : ; : ...................................................... .. . . ..... . ............................ -------------------------------- .......... - ........ . .. ........................................... .. ...... .................... \ ......... .......................... . ...... . . ...... ........ ...... X ............................ ................... ......... I . ............ x. ARV A2 ......... ........ ........ ... ........ . .... . L\ ...... . ........ . ........ "l, A - ------ KLOJ—OFF CID TYPE 2-4.8". . . . . . . . . . . . . . N 77 . . ....... ..... ......... ........ . ........ .. . ............... ........... AL I --7 -1 -7: .... ......... ---- W-M- X nip k A CRT Fl 17-70 zNOTES 5. REFER TO DRAWINGS 1C(D)800—IC(D)802 FOR 0 : STORM DRAINAGE DETAILS. Ld 1. FOR SURVEY CONTROL INFORMATION REFER ry TO DRAWING G5. 2. FOR GENERAL DRAWING NOTES AND SYMBOLS REFER TO DRAWINGS G4 THROUGH G-'. bi (n c� Q3. FOR STORM DRAINAGE NOTES REFER TO 0 u DRAWING I C(D)800. Ld 4. PROFILES OF STORM DRAINAGE PIPING ARE 0 SHOWN BEGINNING ON DRAWING 1C(D)600. rf00V&.JjAaq 0) 24 3LF-8"PCF SD* 1.11%- B Y RECOMMENDED BY FOR APPROVAL BY A 0 130 06/05/'oo [ -OVERFLOW STANDPIPE K.— 5' WATER EASEMENT N 72,000 W PCP @ 0 —4—R 53.511-F jp�cCP� . SSD@ 6 1 C(D)24 C5100068. SEA" Em,.vow 11: Ell ON JIM L O�IIm =1�'�'1 " 0111mm-10 WIN. i il'�II'�� IMF a, ON M ffillH WERE111m,34 =012,1110 WE KNE111,10 1 ©III® 1mg Ellm m®®m® KEY PLAN SCALE: NONE RECORD DRAWING INFORMATION COMPILED FROM CONTRACTOR'S RECORDS. LICENSEE IS NOT RESPONSIBLE FOR ACCURACY OR COMPLETENESS OF CONTRACTOR'S RECORDS RECORD DRAWING, 2.0' 10' 0 2.0' 40' S. 1/2. SEC. 24. T. 23N.. R. 4E.. W.M. SCA-vi'V I) I AY 51999 A/3 ; le— a 9/O"