Loading...
HomeMy WebLinkAboutTED4001346.5.......... ...... ........ ......... ............... ......... ......... .......... ......... I ..... ..... ....... ..... ........ ... ........ ..... ..... . ..... ...... ........... ................................ ...... ........ ............. ................ .............. ........ .............. ............... ....................... FIN1,5" 454 00 41,"1 1/�I'\ J,n45/ 427 424 42 4« 416 412 Lj C5 W 7 7%pe I 12 E. AS, 670 415. 1- ............... 5EE HEFT 2 o�(4 5T - 0,`Ml co,#ca T44/ac _r OTA, /2j;96, 12493, 2'Z-7'- )qlin / 2 " /, 4E, r -4 / 9, �5,49-- 41,9. 31 Tyo c=- 72 ,,C7 - YvIll=Low /9 5 Tzk/C70R 11Y7 E Z_ 4-:3 , 43 D. 53 -96, " /, E, -4-29, 06�- .4 z /, G!3 12 - /, C-7, �C969, 4 Z 1. G !) 8'7 =4497�:;� -+27. 0 Z 0/1:3 DIA. = Z " OVERFLOW = -4.90ZQ!9 4ZB.8r,, 5 7A_, 1-3 4- 92 f) 35 / Rf CB � 10 7i-,(Agc _N_ I R/m 9:7 43745r., 3( - Z?- 44Z Llgz? 12-1,67. +14. or, 57A. r•0 1 C5#10 Tyoezy T, 40c, -',7-A. OK,STA-hr, */0 1-40-13 llilM FL, 498,00. 430 12 " AE. 4:9 5, 0 4-34-.83 co AM 4--o-7% 06 C3 # 12 Ty2c I STA. I y my& 3 7 /7-f- 36 4, 3 f-\T- IM EL-, -44 C,, 90- 4 -q-- o. 1-7 12 "1,,E. s449 4- 4-0.17 If lwfp-- .......... L. 777 ,% ..... ....... ........ ......... ....... -'c?06 % I IST&ip.06xe *. w •........... ..... ....... ......... ......... ......... ....... 1A % 418, ...... ....... ............. ............. ....................... ...... --------------- ........... ............................ ---------- ­ ............ -------------------------- --------------------------- .................................................. ................. ....................... ti _6TA 99 448 452.-8-4 C13,# 14 T jr (0=7 F / RZ)WV) /'9 11y7 EL, = -44-9�, 4- 5 /. 37 12'1,E,=4.45�001 1-4-7-57 1=11V1014 445 442 43-19 4.51 Ll '148 C13 T 5 TA - 75-4— 45 5_e 8,5 /lyl EL 12"AE. =-450,50 1- -5 1.5 a 442 ............. 440," 0 4,4(; Ce*13 7q-,oe- I 443 I TA. ,A911YI .4 448.09 12 I'LE, 440 ................. riEV NO. DATE DESCRIPTION APP. L; TOWNSEND - CHASTAIN & ASSOC, INC. CLIENT JACKSON C-. Di, vrL opmf 'N r CaVSUL rA N rS PROJECT CYPRESS POINT A LAND SURVEYORS STORM DRAIN PROFILE 409 SOUTH Jrd AVENUE DRAWN BY SCALE SHEET IL/A%5 XENr, WASHINGrON 96WI - AS -SHOWN 1 .3 (206) 854-2045 APPROVED DATE JA,141. 1982 7:9t197 HIGHWAY F9061111AL AID SHEET PALATE 3-FULL CROSS SECTION -FULL DOT AwTgjvm PRINTIEF. W4 U.S.A.