Midwestern Engineers, Inc. Plan Preview

Iii I 0 0 < < I ;;, � �� ;,: Cz � ow �- N" M ' l'l� i::i �-.......@� " 'o � ----- s � t -o = :::j * � " •• • !al - --' < ... .9 0. - c, i::i ' ui 0 1-l zU -Z ,- " ' �� >9 5N S 15 <c I I fe,N'-ENCE ---- 570 565 560 555 0 0 0 0 550 0 " 545 <( t: '" " ;..� <( w ..,.- a'. 540 w '" ii. w 535 - 530 525 I � 520 515 510 - END CONCRETE TRAIL / STA 0+55.0" "' - "'"' "' N N "' "' 0+50 PVI STA: 0 +68.18 PVI ELEV 524 70 K 1.25 LVC 15.60 "' :J, r--- "'"' "' ci -<i en en "' N r--- N "' + "' 0 uJ 0 UJ <f) u <f) u u > u > > CD 2' UJ ' ' / EX. GRADE • - N .,. N "' "' "' "' "' "' 1+00 PVI STA:1+59.87 PVI ELEV:537.99 K:0.63 LVC 10 00 r--- r--- r--- N "' N "'"' " r--- " r--- "' "' "' "' + "' + "' - - UJ . UJ <f) u <f) � u ii, u > >UJ - N - r--- r--- "' "' "'"' 1+50 "' / PVI STA: 2+02.76 PVI ELEV 537 99 K: 0 81 LVC 10. 0 "' N "' "' r--- "' r--- "' r--- r--- r--- ,ri "' "' 0 "' + "' + "' - N UJ UJ <f) u <f) u u > u > > CD > UJ - N "' "' - .,. :a: "' "' 2+00 'cf!{o PROP GRADE / I , / / "' N N � "' "' .,."' 2+50 PVI STA:2+68.71 PVI ELEV:547.02 K:0.67 LVC 10 00 - " - "' r--- "' r--- "' co '° co � "' " r--- + "' + "' N N ' UJ UJ <f) � <f) u u � > > UJ . 0 HORIZONTAL SCALE 1"=20' VERTICAL SCALE 1"=10' "'"' "'"' + N " UJ al " PVI STA: 3+08.84 PVI ELEV: 547.02 K: 0.73 LVC· 10 0 " "' " "' "' "' "' r--- co "' co "" 0 " - " + "' + "' "' "' UJ UJ <f) u <f) u u > u > 2: CD >UJ 77 .!J. - 0 0 "' "' .,. .,. "' "' 3+00 LEGEND BASE BID 0 CONCRETE TRAIL: 4" CONCRETE ON 6" COMPACTED AGGREGATE #53 ON SUBGRADE TREATMENT TYPE Ill ® STONE TRAIL 6" COMPACTED AGGREGATE #53 ON SUBGRADE TREATMENT TYPE Ill EX GRADE "' - 0 .. "' .,."' "'"' 3+50 PVI STA:3+91.40 PVI ELEV559.31 K:1 37 LVC 2 00 0. ON 0"' " "' " "' - r--- -"' "' "' 0"' + "' + "' " . UJ .. UJ <f) 0 wu u> 0> >al >UJ PROP. GRADE "' r--- r---co o:i "' "'"' "' 4+00 LOW POINT ON THIS SIDE OF SWITCHBACK. WILL DRAIN OVER THE WALL. Pl GRADE TO THE OUTER Pl IS 1.25-1.5% TO DRAIN THE SWITCHBACK AWAY FROM THE TRAILS. ELEV. TOP OF GRAVEL SWITCHBACK SEE TRAIL PLAN FOR ELEV. CENTER PT AT MID-POINT BETWEEN TRAILS MEETING AND THE OUTER Pl MANDATORY ALTERNATE "A" BID 0 165#/SY HMA SURFACE, TYPE 8 ON 220#/SY HMA INTERMEDIATE, TYPE B ON 6" COMPACTED AGGREGATE #53 ON SUBGRADE TREATMENT TYPE Ill MANDATORY ALTERNATE "B" BID 0 6" COMPACTED RUBBER CHIPS ON SUBGRADE TREATMENT TYPE Ill - - "' "' co co "' "' "'"' 4+50 ,_,<) "',---if,Jj _,:, <c: ,_'v <c: " ""-x'l "-" ;;-: 'o ,} -<, '<- 0 0 '<- '<- PVI I PLAN T/W ELEV. RADIUS OF SWITCHBACK IS DISTANCE FROM CENTER POINT TO THE /l"t"- OUTSIDE OF THE TRAILS. "' "'1 � \ \ � ((\A� ('. 1)� '2. � PVI 't- NOTE: GRADE ACROSS THE TRAIL IS 3% IN DIRECTION OF THE NATURAL TERRAIN. EX. GRAD PROP. SWITCHBACK GRADE T/W ELEV. GRADE B/F ELEV. EX. GRAD � PROP. RETAINING WALL B/F ELEV. ELEVATION NOTE: NOT ALL SWITCHBACKS HAVE UPPER AND LOWER WALLS. DEPENDENT ON EXISTING GRADES. NOTES: 1. ALL STATIONS AND STATION CALLOUTS THIS SHEET ARE FROM THE "TRAIL B" ALIGNMENT. 2 REFER TO CROSS SECTIONS FOR TRAIL AND PATHWAY GRADES. 3. TREE REMOVAL WILL OCCUR OUTSIDE OF THE SUMMER ROOSTING SEASON AND WILL 4. 5. TAKE PLACE BETWEEN OCTOBER 1 - APRIL 1 CONTR CONST CONTR CONST ACTOR SHALL MINIMIZE REMOVAL OF NATIVE HARDWOOD TREES WITHIN THE RUCTION CORRIDOR ACTOR SHALL REVEGETATE DISTURBED AREAS AS SOON AS POSSIBLE AFTER RUCTION, USING NATIVE VEGETATION. 570 565 560 555 550 545 540 535 530 525 520 515 510 PLAN & PROFILE TRAIL B • REV1SIONS BID SET C 2023 Midwe.stcm Engineers. Inc. 802 West Broadway Streel P.O. Box 295 Loogootee. Indiana 47553 DATE NOV. 2023 DESIGN CWR I.. BDH DRAWN MKW I.. DRK Q,C. CHECK PROJECT NUMBER 2022024-05 9 9 Of 48 I Fll.E NUMBER 53580 I Do Not Use Plan Previews for Take Off