Midwestern Engineers, Inc. Plan Preview

---" II " " III ' II II II II II II II II II II II " II " " " " " " " I Boonville Homes, LLC 87-09-35-215-074.000-003 LJ.: -- /'\1 Porch .. ., ,, ' ' ' 1' , : :.I)\ +15 BEGIN CURB ' I �"!#� I \,, Begin Construction Line PR-A \ \ \ \ N 1018692.06 E:2899353.77 ,.• II II .,_.., 11 _-< W II W II rv I I<( I.L- I I I t- 11..- (1) I I I Z Ii (I) E l, w 112' II- > I �� I - l 1 \ f---ki,,- ? o, I I;:; II � :: Ix 11 W II II II II II II II II I ,I SPECIAL NOTES: SN1 - INSTALL NEW 6" CONCRETE CURB AND GUTTER 1 SN2 - INSTALL NEW CONCRETE SIDEWALK SN3 - RELOCATE EX. FIRE HYDRANT AND 6" GATE VALVE SN4 - RELOCATE EX. WATER METER SN5 - SN6 - SN? - ; SNS - SN9 - SN10 - SN11 - SN12 - SN13 - SN14 - SN15 SN16 - SN17 - SN18 - SN19 SN20 - SN21 - SN22 - SN23 SN24 - RELOCATE EX WATER VALVE RELOCATE EX. SIGN ADJUST CASTING TO GRADE ADJUST VALVE BOX TO GRADE ADJUST EX. WATER METER BOX TO GRADE REMOVE EX. STRUCTURE REMOVE EX. STORM PIPE AND APPERTENANCES REMOVE EX. TREE REMOVE EX. BUSH/BRUSH/LANDSCAPING REMOVE EX. CURB REMOVE EX. SIDEWALK EX. WATER MAIN TO BE RELOCATED AND ABANDONED IN PLACE EX. UTILITY POLE TO BE RELOCATED BY OTHERS EX. GAS MAIN TO BE RELOCATED BY OTHERS EX. GAS METER TO BE RELOCATED BY OTHERS CUT AND CAP EX PIPE INSTALL NEW CONCRETE DRIVE APPROACH INSTALL A LINE STOP AND CAP EX. MAIN INSTALL A NEW GATE VALVE CONNECT EX. WATER SERVICE LINE TO NEW MAIN ' ' I Welch D D + � 87-09-35-215-073.000-003 STA 1+43 PR-A =STA 50+00 S-2-A N:1018821.78 E:2899355.60 I PERM. Like 87-09-35-200-210.000-003 49+50 , ___ " --- LEGEND D EX. ASPHALT !::2Z'.) EX ASPHALT TO BE REMOVED D EX. CONCRETE � PROP CONCRETE SIDEWALK PVI STA 0+65 24 43 l---+----+---+---+---+---l::VG:---33:00 HISH - Pe>INT 43 vl---+----+---+-----+--i--S1A;-Q,1-§-2:-8- 1 LElDl@J9D: - 41 41 40 " w U) +-- - ·'- ' ' +-- -----+ 39 38 0+00 0, g 0, oi Oo " " 0+50 ' -t ..i <--- -+--- - -l-- 1+00 X w I °' [i'l ro Cl ' D D + ' N Heerdink 87-09-35-215-072.000-003 I STA:1+31 CLASS I DRIVE WIDTH: 13' TEMP. EASEMENT +40.5 +50 BEGIN W CURB +91 END CURB ' STA:2+02 CLASS I DRIVE WIDTH· 18' ¥ . .---'=== Henderson 87-09-35-215-085 000-003 STA:2+02 CLASS I DRIVE WIDTH: 42' STA 49+60 Begin Construction Line S-2-A N:1018821.38 E:2899395.60 Cook 87-09-35-200-231.000-003 >- N w ___, U) ___, w <l'. z ___, I X w ' t- <( I- ' t- - +- t 1+50 -l- -! __L T I - ' ' ' t + 2+00 ------------------, I I I INSTALL 50'x0 25" WELDED STEEL CASING BY JACK ANO BORE WITH 4" CERTA-LOK C900 REST. JOINT PIPE, CASING SPACERS ON 8' CENTERS, END SEAL, AND TRACER WIRE. D D + (") I I I I I I I I I I I I I I I I I I ' ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ' I ;{ Possum Air, Inc. Johns 87-09-35-215-064.000-003 ' 1 Johns ' , 20 j ' ��-=�= 12'T TOP OF ;o STA:2+78 24'1 X Q. 37 "CASING \;i' CLASS I DRIVE STA:3+36 CLASS I DRIVE WIDTH: 24' I i i i i i 87-09-35-215-067.000-003 MA Valley, Inc. L , .. ___ STA:4+99 CLASS I DRIVE WIDTH: 32' I 87-09-35-215-063.000-003 Fairchild Holdings, LLC 87-09-35-215-062.000-003 WIDTH· 15' Hous I I ' I i / l \ rn >< � I I I I I --1-----+-I I ,+-----t- � \ I I I \1 I : \ i' i SN24 House 49+50 Begin Construction Line S-3-A N 1018957.62 E 2899402.37 PVI STA· 2+50 01 I I St z w <( �� 0 CJ) <( w oz Cl'. -___, --' 4' O'.'. t'- I I 1Z) ;/ +---tr Pl STA 3+05 5 \ / ! N:1018984.43 \ / I E:2899357 91 / __ I ;l 11, +---t-1 1I +- ---t- 1+---i- l_ CONNECT TO EX WATER MAIN WITH A WET TAP TEE AND 4" GATE VALVE. STATIC PRESSURE 68 PSI PR-A PVI STA· 2+91 05 PVI STA 3+20 00 w C 49+5 +65 END CURB m >< i PVI STA· 3+50 02 -VG::- 0:0•H:--+----+---<-1:VG 20:00 +---+ --- 1:V& 0:01e: - ---+--t.=V& ;,0:00 1·(:JW- CtNT Flle311 PCJ!NT ow-PotN· -::r.A:� 4S:-r :::r.:A-:--i �+-OG :=r-A-:-c 1+59:60 i=.\E D.L.- i--::"CE"Sl:: .o-a- :::rz 1-1 �v� ,...0L.02 , ter-Mai� ' 2+50 C ro w ro _Q • �"-ca·si-fg-With -2" Fore,,.Main , , - � "' "' 00 " " 3+00 C ro ro < 3+50 C ro © ro ' I I =��=='��87-09-35-215-066 000-003 STA 3+69 PR-A =STA 50+00 S-4-A N:1019047.96 E:2899360.15 INSTALL A NEW 4" C900 DR-18 WATER MAIN WITH TRACER WIRE TEMP. EASEMENT STA 5+48 PR-A =STA 50+00 S-5-A N:1019226.90 E:2899366.47 STA:5+60 CLASS I DRIVE WIDTH· 2 5' Bu· di g STA:3+77 CLASS I DRIVE WIDTH: 45' Building STA:4+46 CLASS I DRIVE · 38' TEMP EASEMENT +82 END CURB +66 BEGIN CURB +17 BEGIN +19.2 +74 BEGIN CURB - ::i z w <l'. > · <l'. 'f I CJ) f-W wz 0.. -U) --' ::i I n!L___ SN17 CURB 25.0' -- ---::ii:f!._ SN1 'FORREffA"VEMJE- SN6 SN1 406 i.n 0 0, N te-- - 4" 407 407 -,-...--.------7---- SN3 PERM. EASEMENT ,,- ,,., , [§]----- - r- -- -w24 - �'l,\) Shed ,.- I TEMP. EASEMENT f-1 r,NSTALL CURB RAMP / I I r---------iREFER TO SHEET 18 1.-/• / Car Port I FOR DETAILS TEMP. EASEMENT House +55.2 25.1' Begin Construction \ II Line S-4-A SW Indiana Investments, LLC 87-09-35-2 216-011.000-003 ' I <lJ N:1019049.73 I E:2899400.05 It----"=";.:"'::'_ ..:':___:_::::--;,;-'___ •--- ' ESIQE!iLS.E. WEo 4+00 •--- + + _, - 0 ;:: '-' co O " " 4+50 ' L ' +- ' +30.1 21.2' STA 49+51 Begin Construction Line S-5-A N:1019225.51 X E 2899414 76 w PVI STA: 5+30.06 ci r- " 'i 5+00 �V&--1-00,00 - I·� · ;;; u;-----:'2 � w - --'! - ,_ ' w <l'. er'. ' f- "/U) U) >- w Cl'. z Cl'. ___,w °' Xw 0 O'l + ICD W · w � J: Cl) Cl) wz zo :Jo=n � f... I- z <( 0 :!!'u INSTALL CURB RAMP REFER TO SHEET 18 FOR DETAILS RELOCATE FENCE BEHIND SIDEWALK PERM. EASEMENT +30.1 Pl 21,2' Pl. I I I CONNECT TO EX. 2" WATER MAIN WITH A 3"X3"X3" DRY TAP TEE, TWO 3" GATE VALVES, AND TWO 3"X2" REDUCERS. STATIC PRESSURE 68 PSI REFER TO STORM SEWER PLAN AND PROFILE ON SHEET 14 C w ro 35 30 25 20 15 10 05 - ' 00 395 ' 390 385 5+50 6+00 HOR!Z SCALE:1"=20' VERT. SCALE:1"==10' PLAN AND PROFILE - LINE PR-A REVISIONS BID SET C 2023 l\lirlwc,stcm F.nginecr.;. Jnc. 802 West Brnaclway S1rec1 P.O. Box 295 Loogoo1e,, .. lndiuna 47553 OAIT JUNE 2023 DESIGN CWR DRAWN ORK Q.C. CHECK PROJECT NUMBER 2021012-04 8 8 OF 27 I F1L£ NUMBER I 43231 Do Not Use Plan Previews for Take Off