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Home My WebLink AboutSUB200500186 Other 2019-02-28General Notes: - Seal all isolated, perpendicular cracks. Prior to repair, areas to be Brick • mortar marked out D• -Support shoulders of roadway that annular space 8. Submit repair plan for have • •- • • • • s sh •• • crackingSuggested -•i • • easements cleans 1) remove entire cul • - outlet stabilized, • • -• • •• • especially below stone depth and density he water line. 3) undercut w/• and 6" stone unstable areas l40 . -.�F:.sdra:, yr- • .ufs _.'r� . ;n s�S % Place • •• • e �G •• joint• j• . • . �' �s smoothtransition 1. Stop sign leaning, straighten and drive • • •protrude4 4. Remove and replace unsupported edge. cracking. max above • ade, See any intersecting cracks, STP-1 foundation Detail and closely spaced LJ t" cracks.y 7. Repair pipe, -- -"attached inspection sheet .� • •-• •- runs 3 v� Jam'. ••IVI 1111• •` •• fT V'�iv • - • . • 1. *ti rj16"7 �,�'*53i.� .� • i ON 3. Remove +.`Aa' •�P Brochure Mail Box prior to fine 5° : x rRttr L: e. • w �at� g v F F Aw 2. Remove • - • - > :y,y": 6-'.'xzt '4.'',t ix3D,,..: • • • ' •Ms, y,. '4+Rncy •i Pt sign from ROW as necessary for private entrance Google Earth M 2T sue- y y '�{wes. Shoulder stone N ( '`�k -`C'S-fix r..Y,�- ".. stir,. - 3o�y+�p� d R{l, Yh f' •[, • house 346 © 2018 GoogleS x;.." "yc ,.