Midwestern Engineers, Inc. Plan Preview
0 0 0 0 0 " �' N z 0 , 0 z � N , , �9 g; � " �9 :, -N - � o 1J NO OM NO -M " �N -, 0 Q � 2" = "'I �� - a - "' �� N O •'-' zZ 8 ;; , ,< oY 5N £s a • <c 0 0 + 0 ____!___;':::-= - - ---- STA 0+17.10 Begin Construction PR-A N:1063871.09 E:2979915.77 SPECIAL NOTES: 1 MILL AND RESURFACE PAVEMENT 2 REMOVE EXISING PAVEMENT OUTSIDE NEW CURB 3 REMOVE EXISTING SIDEWALK 4 INSTALL NEW ROLLED CURB 5 INSTALL NEW PAVEMENT 6 INSTALL NEW 4' WIDE SIDEWALK 7 INSTALL NEW CURB RAMP 8 ADJUST CASTING TO GRADE 9 ADJUST METER BOX TO GRADE 10 RELOCATE EXISTING SIGN 11 RELOCATE EXISTING FIRE HYDRANT AND 6" GATE VALVE 12 EXISTING SIDEWALK TO REMAIN IN PbAClc 13 RELOCATE EXISTING MAILBOX 14 RELOCATE FIBER OPTIC WARNING l'ost 15 ADJUST VALVE B6X TO GRADE 16 EX FIBER OPTIC TO BE REL6tATED BY OTHERS 17 EX. STORM SEWER TO REMAIN IN PLACE 18 EX. STORM SEWER TO BE REMOVED 19 EX. STONE AREAS SHALL BE GRADED AND CAPPED OFF WITH NEW STONE BEFORE CONSTRUCTION IS COMPLETE 20 ADJUST COMMUNICATIONS BOX TO GRADE 21 GRADE AREA TO DRAIN TO NEW INLET 48 - •v V "' "' 48 - •v P. G ,. " 47 F ·- ,_ $ '< "" - - 47 - " - 46 _, _.,io/o 46 45 4 5· 0+00 ---___,;_-=-- "' .- - "" .. " � ITT rn ro "' "' <O <O " .. 1+00 - - - ------ N ro • - ., . -O�o - � 8 + N -T'------ - - - ---= EX cc.-'- R/W =- "' "' "' rn ,. <D ' . �lw- V -�- ITT ITT ITT <D <D <D " <O .. 2+00 . ' 0 0 + ('") PR-A rn N - rn rn <O <D " " 3+00 SN12 TBM1073 Elev:471 69 - "' .. .. + "' " "' STA 49+62.55 Begin Construction PR-C N:1064248.40 E 2979882 64 Q Si � 0 "' w o · : Q ·50 I"·,:. ' ... f w w 0::: f (/) 0 z 0 � � <( I "" ro .. ro + "' " "' f- � "' ;� a:· .. "W:-464c7 (_) I 0::: CL w z _J " """ " " ""' II = " " """"""""""""""""""""""""""""" " 0" 0" + " �11 +08 BEGIN CURB +10 BEGIN SIDEWALK +00 BEGIN Porclr" SIDEWALK \ 2+ o/, . • ro 0 "' N "' - " "' .. 4+00 ID � � 469- X w ro ITT "' - + .. " "' f- en M "' ttJ . � -- ' <D .. N ITT + .. " "' f- en "" " ; .. _, ' ,. - �09 ° 0 20 10 0 STA:5+04 +96 END 0 " "" "" """""""""""""""""""""" II +92 BEGIN CURB "" " 20 SIDEWALK 0 CLASS II DRIVE WIDTH STA 49+80.00 Begin Construction PR-D II ' l ro ,,j "' + .. " "' f- en ., - - X.,' ' 1/ + I.() E X. R/W -- STA:4+92 +25.2 CLASS II DRIVE 38.2' 15' WIDTH TEMP EASEMENT NOTE: End Construction PR-D N·1064437 93 E·2979951 91 I I OI >- I w2: -t-@ _Jw <Cz _J EXISTING PAVED AREAS NOT IMPACTED BY UTILITY TRENCH WORK SHALL BE MILLED 1.5" AND RESURFACED WITH HMA SURFACE TO GRADE. "' - ITT "' + ITT " "' f- en - iii .. ::> ' 8 2 '/2 i, - " We ,u - - ' - - l -- "' " N rn "' N "' N "' .. .. .. . 85 80 75 70 65 60 55 50 5+00 6+00 HORIZ. SCALE.1"=20' VERT. SCALE:1"=10' PLAN AND PROFILE - LINE PR-A REVISIONS BID SET 0 2024 l\.lidwestcm Engineer:;. Inc. 802 West Bro�dwny Street P.O. Box 295 Loo�ootce. lndi�na 47553 DATE FEBRUARY 2024 DESIGN CWRi'.BDH DRAWN ORK Q.C. CHECK PROJECT NUI.IBER 2023030-02 6 6 OF 31 I FlLE NUMBER 43865 I Do Not Use Plan Previews for Take Off
Made with FlippingBook
RkJQdWJsaXNoZXIy NjAyODM2