Midwestern Engineers, Inc. Plan Preview

2 2 0 0 " �- " 0 0 0 z < I 0 �· 0 :: G <> Oz I mW - " il i l Q ........... &l '.:!c - N Q ---- 8 � --... � ::::18 t -� .. .2 0.. = :,,}Q._� < � w D � <zO Q - Z al �- := a l :ll �� cN == 0 • <• ,_ / .. / . \ / / ,_ / / / � \ . 7 / EX . H 7 / \ / � / / ..--�\ ,,,,.-- Sabra R�Estate, LLC 59-12-0lf04·00 7 00 7 ,-,/4 - -------------- .----1:' '- , y �� a � � , . /4 �� """- ./ / /\ <J•·'� ;) o/ ------------ / \ '"' P -1 =7 - +- 41.�9 V !!!!!!'---=,___;_-==-.1 8=1.338s , PROPOSED TRAIL A • R=547.60 ; Pl =6+30.58 8=6.9171 R=I12.55 T=6.80 L=IJ.59 E=0.21 N1201606. _ 10' WIDE PAVED TRAIL \\ T 640 REFER TO DETAILS ON SHEET 5 L:12.79 E=0.04 NI201676.78 E3084086.45 Pl =6+48. 8=8.3189 R=94.Il T=6.84 L=IJ.66 E=0.25 N1201620 \c___\ =_�'!'� 8=2.4771 R=480.15 T=!0.38 L=20.76 E=0.11 /N1201712 / E30841 ' 520 515 510 505 500 EX. SEWER TO REMAIN IN SERVICE 495 490 ADJUST EX. PVI STA:7+96.47 MANHOLE PVI ELEV:511.72 TO GRADE K 39.76 LVC:100.00 c--"' � I{) co - " - + � r- ,. , . al ' ' EX. MH 102 STA:7+66.80 OFF:--6.84L RIM:511 52 SUMP 501 88 INV IN:501.88 8" Ductile Iron !NV ou r so1 8 r 8" Ductile Iron r r--- "' n r--- "' n - N - - - "' ui ITT - ITT 7+50 8+00 ----- -------- ------------ ---- -,,, R � � ec F ": E ee R =e T ea! O � SH e, E !§: E '" T a-: S 'C' 9 ;;---,;, T ,a, 0 - � -----=::::---, 11 FOR TRAIL B PLANS - PVI STA:9+06.14 PVI ELEV509 34 K:160 06 c-- '" LVC 60 00 "' co crici " 0, "' - -o, + � (() ai "' c-- 0 ffil . . . w - if, PROP GRADE �- EX. SEWER �EX SEWER EX. SEWER CROSSING THIS CROSSING THIS CROSSING THIS A ½ IGNMENT � ALIGNMENT ALIGNMENT a) '° N '° "' " 0 0 0 m - - "' - ITT 0 ITT ITT 8+50 9+00 HORIZONTAL SCALE 1"=20' VERTICAL SCALE 1"=10' "' "' -� cria::i '" 0 � - - - - � '' m N r--- a) 0 ITT 0 ITT 9+50 0 0 N "' + 0, " " f-- "' ;'c' " "' w O'. [3 al� �GRADE w" ELEV= 0 - "" !ii EX GRADE BREAK STA= 9+84.59 506.652 520 515 510 505 500 495 490 NOTES: J X. BUILDING LEGEND BASE BID 0 CONCRETE TRAIL 4" CONCRETE ON 0 6" COMPACTED AGGREGATE #53 ON SUBGRADE TREATMENT TYPE Ill MANDATORY ALTERNATE "A" BID 165#/SY HMA SURFACE, TYPE BE ON 220#/SY HMA INTERMEDIATE.TYPE B ON 6" COMPACTED #53 AGGREGATE ON SUBGRADE TREATMENT TYPE Ill MANDATORY AlTERNATE "B" BID 0 6" COMPACTED RUBBER CHIPS ON SUBGRADE TREATMENT TYPE Ill \ 1. ALL STATIONS AND STATION CALLOUTS THIS SHEET ARE FROM THE 'TRAIL A" ALIGNMENT. 2 REFER TO CROSS SECTIONS FOR TRAIL AND PATHWAY GRADES PLAN & PROFILE TRAIL A • u e - REVISIONS BID SET 0 2023 ]\folwestern Engineers. Inc. 802 We,;t Broadway S1reet P.O. Bo� 295 Loogootee. lndian:, 47553 DATE NOV. 2023 DESIGN CWR !. BDH DRAWN MKW !. ORK Q.C. CHECK PROJECT NUMBER 2022024-05 8 8 OF 48 I AL£ NUMBER 53581 I Do Not Use Plan Previews for Take Off