UJ 0 - 0. 0 - () - UJ (") Q . 0 (5 0:: Q: 0 ::::f () � 0 0 0 0 0 0 0 0 • " • 0 N M • � LINE PR-A CP9 UJ 0 0 (") SHEET6_L-�:--; . 0 0:: 0 () CONTROL POINT SCHEDULE SHEET? - • 200 100 0 200 I - CP6 4+00 - ,, 5+00 - ...J 0 0 6+00 z z ::::) ::::) 7+00 0 0 Cl) Cl) I I j 8+00 I- I0:: r 0 0 CJ) z ...- (") (") ---SHEET 9 . CJ) CJ). ::::) ::::) POINT# NORTHING EASTING ELEVATION DESCRIPTION 0:: 0 CJ) UJ z a. z ....J 2 3 4 5 6 7 8 9 1045446.93 2979966 45 443.43 1045509.73 2980974.24 451.33 1045401.39 2981043 96 452.33 1045347.18 2980779.23 451.95 1045565.85 2979325.40 42885 1046374.19 2978531.45 441 69 1045828.43 2978533.94 447.71 1045772.97 2978621.61 446 93 1046362.64 2978184 01 434.42 CP%" REBAR GPMAG NAIL ½" REBAR FL ½" REBAR w/ CAPFL. ½" REBAR w/ CAPFL. GP½" REBAR FL. MEI CP½" REBAR FL MEI CP¾" REBAR FL. MEI GP½" REBAR FL. MEI CO. RD. 1600 N SHEET 8 - N SHEET10 0 0 • ♦GP l � r ? � � ! � I <Yi 0 () z ....J S.R. 162 Q>: 51 I I - - ·--- ��__._.,,_,_.;__-il...___;.__...:.....,._.!....,;,:;�--"----�---------..;..._-_..,___ !: P :: R :: O :: J :: E � C ::... T :: L � O � C :;:: A :;: T :: IO � N :: O t: V :; E ::: R :: A :;:; L ::: L ;;: M :: A := P =--:..._-�...:_-__.:__ __,j,_.....,::....:_.:.:_��--l;:;__��i:;,_:,�....... ...::._ 2 t. ;_......__� 9'-0" ____F__,11- 8" 30° SAFETY �B LEDGE I------- 11'-0" Limits of Subgrade Treatment TYPICAL SECTION 9" MULTl-USE TRAIL SCALE:½."�1'--0" Sta. 0+00 "PR-A" to Sta 3+13 "PR-A" r--=-=- 10'-0" I �� 2%MAX 30° L E DSGAEF(ETTYYP . ) Limits of Subgrade Treatment • 1 V 0' A -0 R " I T E OS 2'-0" TYPICAL SECTION 1O" MULTl-USE TRAIL SCALE:Y.'"=1"-0" Sta. 4+56 "PR-A" to Sta 4+81 "PR-A" CUT FILL I VARIES 's 'r0-c "; 3·7 CUT • '11A,1FILL 30° LEDSGAEFETY f---- - - - 12'-0" ______J Limits of Subgrade Treatment TYPICAL SECTION 1 O' MULTl-USE TRAIL SCALE:½"=1'.0" 1 2 D '- 0" Sta. 3+60 "PR-A" to Sta. 4+56 "PR-A" � L3 E0 "DSGAEF (ETTYYP . ) 10'-0"� 2%MAX 2'-0" i 14'-0" --------' Limits of Subgrade Treatment TYPICAL SECTION 1 O" MULTl-USE TRAIL SCALE:Y."�1'-0"' SSttaa.. 41+98+142"P"PRR-A-A" "totoSStat.a1. 83+6+1138"P"PRR-A-A" " 3·\ "'�'I3·7 • '11A,1CUT CUT FILL FILL 7 2 0 0' r--=-=- 10'-0 -I 2-0 II I � � 2% MAX I I L3E0"DSGAEF(ETTYYP.) 14'-0" ________, limits of Subgrade Treatment TYPICAL SECTION 10' MULTI-USE TRAIL SCALEY."�1·-0· Sta. 18+11 "PR-A" to Sta. 19+01 "PR-A" CUT FILL LEGEND 1H6M5 A# / SF OY .RY DS .I D( 1E. 5W" A) HL KM AC OS NU SR IFSATCI NEG, TOYFP ET HAE, 9F. O5 mL LmO, WO IVNEGR: 220#/SQ.YD. (2") HMA INTERMEDIATE, TYPE A, 19mm H2 2M0 A# / FS OY .RY DR .O( 2A "D) WH MA YA CS OU RN FS AI SCTEI N, GT YOPFE TAH, E9 . 5F mO mL L, OOWV EI NRG : 440#/SQ.YD. (4") HMA INTERMEDIATE, TYPE A, 19mm 6" COMPACTED No. 53 AGGREGATE BASE SUBGRADE TREATMENT TYPE II 6" COMPACTED No. 53 STONE SHOULDER TACK COAT 8F "OCRUI NR BT EPGERRA ILN DC OU RT BS TT DY PDEWCG ( VE E6 0R5T- ICCCAI LN) - 0 1 TYPICAL SECTIONS AND OVERALL MAP st r.r.i st ;:i ...J � z ...l <( ...J co u <( <( ..., � 0 II:'. co z � E-< - I- co ► >- . w z ... II:'. 0 � z r � ::, UJ z r.r.i 0 > I- � (J oz � ll'. t) <( 0 w en II:'. (J - (!) z C z w z � 0 z ...J REVlSIONS U,,..r,tJ.!4--- 0311412025 BID SET C 2025 Midwestern Engineer.,. Inc. 802 We:;1 Bro�dway SI��I P 0. Bo� 295 Loogootee. Indian" 47553 DAIT MARCH 2025 DESIGN C.W.R. (_ B.D.H. DRAWN M.M.C. Q.C. CHECK R.A.B. PROJECT NUMBER 2024079-00 3 3 OF 29 I FlLE NUMBER I 44607 Do Not Use Plan Previews for Take Off
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