Midwestern Engineers, Inc. Plan Preview

49+50 ---47◄- - / / SN18 FO-m-- -, - - - ------------------------- V -· ---""' _...,.._ ·'>c.X·) EX RIW SPECIAL NOTES: 1 MILL AND RESURFACE PAVEMENT 2 REMOVE EXISING PAVEMENT OUTSIDE 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 48 48 47 47 46 46 45 45 N '" c-- " N N '" c-- " 6+00 NEW CURB REMOVE EXISTING SIDEWALK INSTALL NEW ROLLED CURB INSTALL NEW PAVEMENT INSTALL NEW 4' WIDE Sll>EWAlK INSTALL NEW CURB RAMP ADJUST CASTING to GRADE ADJUST METER BOX TO GRADE RELOCATE EXISTING SIGN RELOCATE EXISTING FIRE HYDRANT AND 6" GATE VALVE EXISTING SIDEWALK TO REMAIN IN PLACE RELOCATE EXISTING MAILBOX RELOCATE FIBER OPTIC WARNING POST ADJUST VALVE BOX TO GRADE EX FIBER OPTIC TO BE RELOCATED BY OTHERS EX. STORM SEWER TO REMAIN IN PLACE EX STORM SEWER TO BE REMOVED EX. STONE AREAS SHALL BE GRADED AND CAPPED OFF WITH NEW STONE BEFORE CONSTRUCTION IS COMPLETE ADJUST COMMUNICATIONS BOX TO GRADE GRADE AREA TO DRAIN TO NEW INLET c-- M ,,; - <D " U) w a,: 1/, ' " �·',,-�� " -';\ o� "- N , SN18 ' ' ' """" SIDEWALK 1 : 7+00 g 0 + c-- " i w +70 END 1 SIDEWALK +72 END XI w I I I CURB """""""'' """"""""""""""""""" " "co " - " - """""""""""" "" " """""" "" " " ' 1- UJ llJ llJ I 0::: 0::: I- 0.. Cl) llJ � z ....J ....J llJ STA 49+69.77 Begin Construction PR-E N 1064636.96 E 2979895.98 :s. ' ' ' " ,._ "" . r tJ.: / II / : : J2f �pholt +89 BEGIN CURB STA 50+37.50 End Construction PR-E N:1064633.52 E 2979963.61 "" " "" """""" " " " "" " " N 0 N '" c-- '"' c-- " " 8+00 � X w + 0 0 + a, ---... -------- -�--'EaeX c. ·c, RMl c.:..:... ___ MATCH ELEVATIONS OF EXISTING PAVEMENT -FO-FO --, SN19 +7 8. 7 I �,-­ lief' EX-GRADE-= R0PctlRAfiE - Aspholt- PR-A ' - "' <D M M c-- c-- " " 9+00 n """""" o I ! "'"_,, / \ \ \ \ \ \ \ \ \ \ + 0 ---rH----,.-.__ ---;===;;;,;,,;,;;:;�- - - - 11 "::::'. - - STA:10+03 11 Shed - ··,f-15- - .._ CLASS 11 DRIVE I l l Asphalt - 25' WIDTH SN18 - / --ec-->O--fO -,rn-;- 0 • TBM10: 32 'V- RR Spike Elev:474.33 N 0, c-­ "' + 0, " i U) >'. :ll w - "' 1:1:t 7 ->- • landscape ' " " " - " " c-- " 10+00 STA:10+06 CLASS II DRIVE 23' WIDTH N Mc-­ N + 0 - w SN21 TEMP EASEMENT SN21 - - - - ,, G lstone NOTE: STA:10+94 CLASS II DRIVE 11'WIDTH -la,-------: ----- / ?--� - f2[ SN18 � 0 -4-7· 1- - - 0 0 00 ct. I- ..... w • W <( :r I- en en z "'. " ��"'"' w 0 �"' z □ ----------- -P◊- Stone ...I . :r I­ (.) z I- 0 <( (.) EXISTING PAVED AREAS NOT IMPACTED BY UTILITY TRENCH WORK SHALL BE MILLED 1.5" AND RESURFACED WITH HMA SURFACE TO GRADE. " U) " '" 11+00 c3e% c-- '" + -- " <( U) >'. '"' <( f;j w0 85 " � 80 75 70 65 60 55 50 "' N '° "' "' c-- c-- " " 12+00 HORIZ. SCALE:1"=20' VERT. SCALE 1"=10' PLAN AND PROFILE - LINE PR-A I REVISIONS BID SET C 2024 MiciwestemEngineers. Inc. 802 West Broadway Street P.O. Box 295 Loogoo1ee. !ndiun� 47553 DATE FEBRUARY 2024 DESIGN CWR/BDH DRAWN ORK Q.C. CHECK PROJECT NUMBER 2023030-02 7 7 OF 31 FlLE NUMBER 43864 I Do Not Use Plan Previews for Take Off