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HomeMy WebLinkAbout15 of 100W 0 } W Q 0 } Cc W W Y W W U 0 F- Z Q W W W W 2r LL (t C3 :3J J F- I (oQ 1.1141+z•�1 0 z 0 U 7 11 SUB -MAIN /02 (ContJ) F vs44 ;34 1 RANDALL 0F4 "1. 6.0 I 0,16114 1 0 ktr t © Irzi A � 0JO L _,W SUB -MAIN /// 1 (6k :a qti of ►� PEPPER i --2"G ST. 1 t ` 0 0 h liliairrow.:4[910' a ■ �'C • PEPPER 0 I .h N 4 o ti 1• • \ 9 e rot' 5a etio 1 _ Q 0 4.1 CE �-• 2'G 0 Z�w i 0 kJ LI) a to 0 11) 0 9`t 1 Q -Sub ouf a. orae ler79fh COI N GI cow h est of e @0.4090 ,13 1l y5 MAI a',a tto ti t14 0 I 0 1 % H' 00 (1 I 1 1 . At i I A, Al 1 boy 1 ef16 SUB-MA/N /// (Cont'd.) • I. _j_ 0: • eti x 0 to • /8:5 ti h • to At' 1,0 I REV. REVISION DESCRIPTION ADDEO (o" VC9 3ewea. LAT. DATE ENGR. CITY DATE fe . AS CONSTRUCTED W C Z W 1.11 C (=j}CC O w p Z } W N W } W „C) CC O OJ C - H 0) QOO CL La min CL. GL 114ii.Z•1:1 0 Z <r •.*-,ilr. /5 20 25 PLATE 2 - PLAN - PROFILE O. P. R. i R. E. STANDARD KEUFFEL & ESSER CO., NEW YORK. .30 • K& E CO. NO. 345-I Male MILL L srSS 1 33 33 35 EliT. 1956 CHECKED BY O.N.O. Registered Civil Engineer No, 93/6 •