Midwestern Engineers, Inc. Plan Preview

\. � V A R I E S VA R I E S � I � A- I 20' - 0" Limits of Subgrade Treatment TYPICAL PAVEMENT WIDENING WITH CURB SECTION SCALE:Y."�1'-0" STA 0+00 TO 3+60 LINE PR-A MAIN STREET \. r;@ I Y A R I E� I 2'-0" 10'-0" 10'-0" 2' - 0" cc, ,, ;'€Jr@ � �@ \ • (lyp.) -A- 2'.'&_ Fill ""·' I",, I I 24'- 0 " limits of Subgrade Treatment TYPICAL PAVEMENT WIDENING WITH CURB SECTION SCALE:½"�1'-0" STA 3+60 TO 14+63 LINE PR-A MAIN STREET \. ,:; :� ) ,-r - 0 �@ r@ 10'-0 " 10'-0" � 2' - 0 " '"' � 1 26L 1-o/£_ I 0 '1 ? -l FILL ,, I 24 '- 0" Limits of Subgrade Treatment TYPICAL PAVEMENT WIDENING WITH CURB SECTION SGALE:Y.·�1·-0• STA 0+00 TO 3+10 LINE PR-B HAMMOND STREET � 0 00 z 0 � u 00 " u � � Ii 0 z 8 u " 0 0 oc �' 0 z 0 > > o' z <, z > N 0 N , > u .� "" O< 0 N o N . z -N - 11 ,o � NO oM N O ~M ;@ g Cl ' ., -· "' �� � ' -" � £0 " "' = N O � �u zZ <!! ;: 8 ;; 1 , � C <j <al o_ :i; "� 0 St <o 1 Y A R I E� 1 . � 7 I I 1�1 ' ,,._, -----® J: 1 ( '> "; ,,., ' ,< fl,) 3: 1 ( ,P CJ '"' FILL LEGEND @ 165 lb/yds 2 HMA Surface on 605 lb/yds' HMA Base on Subgrade Type II @ Mill Existing Pavement, 1 1/2" 165 lb/yds 2 HMA Surface @) Rolled Curb, Concrete © PCCP for Driveways, 6" 4" Concrete Sidewalk on Subgrade Type 2 @ Ex. Curb to Remain in Place ® Ex. Sidewalk to Remain in Place '"' FILL REVISIONS BID SET C 2024 Midwe.11t'm Engine..:rs. Inc. 802 West Broadway Street P.O. B"x 195 Loogootee. Indian� 47553 [:i,1[ FEBRUARY 2024 DESIGN CWRi'.BDH DRAWN DRK Q.C. CHECK PROJECT NUMBER 2023030-02 3 3 Of 31 TYPICAL SECTIONS I Al£ NUMBER I 43868 Do Not Use Plan Previews for Take Off