_, = '.':'. I ,, :: ...,, ,, � r;i Q :t 0. 9' ___...;,..--, �-----� FUTURE 36" STORM PIPE BY OTHERS. DEPTH UNKNOWN NUMBER 590 585 575 570 8"x6" MJ RED. 565 8" 90° BEND 560 555 � HOT TAP COf'NECTION f rn: : , ! 1�1 ! z lr1 i i i ! TO EXISTINd WATER MAIN REQUIRED �EF. TO DETAIL No SON SHT1 15. I I' "I cl ii!;; ,:;I ,I .I .I l ffii WI Ii"' ())I Q}I njl '-I I I I I Vll it{I) Ull Vl l vi i i % 1 1 I I I I I / : I I I 7 5' FUTURE 36" STORM PIPE BY OTHERS. DEPTH UNKNOWN 6"ACW .0 z;::�----� � f2 8" WATER MAIN [o <( ,i II n II II 11 60 lf. 18' STL CASING PIP[ INSTALLED SY SORE ANO JACK METHOD 20' .--�---� 8" PIPE (SEE SPEC'S) PROPOSED 20'x1 O' BORE PIT -0 awoc zz oc z z 0 a woc zz 8" PIPE 3 8" WATER MAIN PIPE INSTALLED BY DIRECTIONAL DRILLING METHOD 0bw oc z z wz LINE 1" - PROFILE VIEW SCALE: Horiz. 1" = 20' Vert. 1" = 5' z z LEGEND RN KXX� I I I (#J 0 0 TI 0 w' INDICATES EXISTING PIPE TO BE ABANDONED IN PLACE INDICATES EXISTING PIPE TO BE REMOVED INDICATES COMPACTED BORROW FILL REQUIRED ...;1 "'' INDICATES WHERE COMPACTED GRANULAR BACKFILL IS REQUIRED 0 • � •rn " wx 0 .W 0a oc z z z 8" PIPE 0 oc z z 5 (APP R/W) b0 w o z c z > oww c z 5 I 6141 :,�-----S I I I I eL-- -__ \,-_ - - -- N ', + I LO I I I W. WALNUT ST. -LINE 1 (STATIONING BASELINE) 0 N + LO (f/-) w z I u f- <( 2 @) 590 585 580 575 570 565 560 555 LINE 1 - STA. 0+00 TO 5+20 PLAN AND PROFILE REVISIONS 8/13/2025 -.� :; ·25, .. " u : � 9 �� N ,, 00 BID SET 0Mid2w02e5si�m Engineers. Inc. 8PU0. Ol 2o . gWBo ooe ts. ,ct c1B. 9rI5on addi awn aay4 S7 t5r 5e 3< : I DATE AUG 2025 DESIGN M.M.S. DRAWN D.A.P. a.c. CHECK W.A.E. PROJECT NUMBER 2025033-00 04 04 OF FIL.£ NUMBER 45090 16 I Do Not Use Plan Previews for Take Off
RkJQdWJsaXNoZXIy NjAyODM2