Midwestern Engineers, Inc. Plan Preview

0 ,r w r . ,r � 0 u� 0 0 oo' r',r � 0 �' z 0 r 0 , o �� MO .. $ � - . � ➔1 ,9 N� OM NO ,: l" �� Cl..._ io 0 Vi -� " �� ---- ow -� Y1 •• . " u .. · O " �u < � zZ oo, - C 0 � "' '< u :t o_ ~i-l o . ££ a ro �· 0 0 + (D :ls INSTALL A 6"C-900 OR-18 PVC WATER MAIN WITH TRACER WIRE \ \ \ \ LOT 21 4056.71 SQ FT .55 ACRES INSTALL A 6"C-9DD DR-18 PVC WATER MAIN WITH TRACER WIRE ' \- - - ---���-- . PROPOSED SANITARY AIR RELIEF VALVE ' 560 ' ' ' \ ' \ 559 w :::, CL - --��gj�s�N!_ 1Q:_:::=�;; -=:; �11N• STALL A 4"SOR-21 PVC SANITARY I \ \ F � RCE MAIN WITH TRAC � R WIRE - INSTALL A 6" C-900 DR-18 PVC WATER MAIN WITH TRACER WIRE I ' l \ \ SPECIAL NOTES: SN1 INSTALL A NEW WATER METER AND¾" CTSDR-9 POLY SERVICE LINE SN2 INSTALL A NEW GATE VALVE SN3 INSTALL A NEW 3-WAY FIRE HYDRANT ANO 6" GATE VALVE SN4 INSTALL A 8"x6"REDUCER \ \ \ \ I \ \ \ LOT 31 946 SQ FT \ I . ACRES I I \ I I \ NOTE: CONTRACTOR SHALL USE EARTHWORK GENERATED WITH ROAD, UTLITY, ANO DRAINAGE WORK TO GET LOTS PAD READY WHERE AVAILABLE. CONTRACTOR SHALL COORDINATE. \ \ \ ;,& " I I \ I 558 \ 558 \ \ \ \ \ \ \ \ ' I \ \ \ \ \ ' I ', LO 22 ' ', 24(J'�6 7 SQ FT "s\ ;;; 0 55'0C ES � \. e- \ \ � \ \ 0 '\ \ N \ \ \ ' \ \ L \ \ __ ,� 20· SETBACK I P U E (TYP ) \. 557 \ ! f:l'-BE' p 557 556 \ \ \ \ ' \ \ >- a: ' <( t e- ' z ' <( ' (J) w 0 ' z ' 0 ' � + ' 0) ""'"- J ' ' ' \ 556 SAN MH 50 MANHOLE TYPE C-4 STA:9+39, 0.0 RIM 554.90 INV tN:543.34 S INV IN:542 54 W INV OUT:542.34 N ' I I t I � LOT I 26003.13 I 0.60 AC lfsl RES 1 � SLOPE ½" PER FOOT (TYP.) \ \ \ ' \ I I �"< \ � = -=-:cc::--,--,=-,:-, ' REFER TO SHEET 16 \ FOR LINE SANITARY 3 \ ' ' ' ' ' ' ' ' ' LOT 23 27807.17 SQ 0.64 ACRES I I I ' ' \ \ ',/ \ I .._ 555 \ 554 553 ! N 553 I 552 � ss, °' -=�� -= -- 9 8 • Of 8 " 553 P ; p [' \ \ SAN 5 553 555 \ ' \ I 1 I I ti I ,:f I p I I I ITT I I I I " I I ---------- 00 ITT I SAN MH 60 MANHOLE T YPE C-4 STA:10+40, - 5.BL ��.�RIM 553.83 FORCE MAIN WITH TRACER WI I I SC I ,/ :t? ·/ / f INV IN:541 9 0 S INV IN:543.12 E INV OUT:541.70 N �-- 1 \ I I \ I \ I I - - - 171' of 8" SDR-26 PVC PIPE @0.45% SAN 6DA(11) .4 MATCHLINE STA. 11+00 CONT'D ON SHEET 19 PROPOSED STONE DRIVE SEE THIS SHEET FOR DETAILS \ I I \ I I I I I I I I I I I I I I I I I / / SAN MH 60 MANHOLE TYPE C-4 STA:10+40, 5.8L Lift Station SN5 INSTALL A NEW 6"SANITARY LATERAL ANO CLEANOUT SNIJ INSfALl A SANITARY ClffiANOUT GR A DE ..i���---r�jf;;/;] !t, 7 qf;liJ!:til;ff� l 7'; §. {jjJ� ":i �fill� --,::i �I 8" - #53 COMPACTED AGGREGATE · I' ;, • • • • • • , . " • ;. ; . ; . • ,. ,. • Oy;:>;y_,;y'= WOVEN G 60 TEXTILE FABRI C 55; °T.: = ::c =::ti-1 RIM:553.83 l-t1Nv IN 541 90 s +--,' - +INV IN 543.12 E 55 1---J--- 1 -. INV OUT:541.7D N 57 - V . . �o 0 " ' Q_ ' "" - "' 57Ct- >--- "' .. -\i ' '" ' 56 al . 56 RO ·---11A."IE +-MAIN 55 5 t- ' 55 ,0I- - - - 54 - 54 --- - - - -- - r -- 53 "' N <O "' 6+00 PVI STA: 6 +80.DD PVI ELEV: 562.44 K 43.9 0 LVC 100 DD t- -� 12" RCP STORM PIPE 1 -- - � ,_ � <OOl r-- 0 <D <O "' "' 7+00 -� � . -- o. 00 0 '" � � 1- "' .... ll)_ rs' \? w_ • -� - - -- - -- ' +- +-- -SAN MH 80 MANHOLE TYPE C-4 STA:7+60, 0.0 I RIM:560 11 INV OUT:548.91 N - - ' ' ·- r 8" COMPAGTEQ INDOT NO 53 CRUSHED - COMPAGT6D SUB-GRAllii STONE ROLLED/COMPACTED IN(2) 4'' LIFTS OVER US 250 WOVEN GEOTEXTiLE CLASS 2 POLYPROPYLENE FABRIC ANIJ COMPACTED SUB-GRAD6 55iot---� 64 54 - PROeOSED £' ._WATER MAI� 171' of 8" +- -,- - --,---.---,-,PIPE@0.45% GRAVEL ACCESS DRIVE AND COMPACTED BASE DETAIL 53s.J::::=::t::=::t::=---:::t::=::t::=:r:=:r:=:r:=:r:j SAN 60A (11) NOT TO SCALE ,_ 2-: , 2-% � - � -- ---- .,. <O Ol co "' co "' "' "' 8+00 PR-B � • - � � - r � r - - - � - I-- � ' - -l-- ' - J --+� -i 179' of 8" - PIPE@3.11% SAN 80A (12) '---r_� t-- - r � + - r - - t- � --t - - �- - r r - - r 1 - PR0P 6RA01 1--r-+- u · ·,EcX-ol , I - - -- "' <D "' <{) AG,... I- - - - N 0 <D "' <{) 9+00 + - - - �- a r -g = ,- - - "' -18 J; - w- ., . -fu - ·t- I ' ' - ' t- - - I �- - ' i --- - � - -i-- <O r-- . co " <{) "' <{) <{) <{) 0+00 PVI STA: 9+80.81 PVI ELEV: 553.66 K· 29 22 -t- -1 = \LG: 100,DD tew-n. S' I -A-:40+ 6:18 -� •qwP+-E EV: 55 ,87 SAN MH 50 ,__ MANHOLE TYPE C-4 STA:9+39. D.D IG l:I:DJIC '.L1El " - ,c-=; RIM:554.90 r-TA-' +0- +48 ., -' .a---: INV IN:543.34 S r[ - INV IN 542 54 W INV OUT:542.34 N S A =-1-[) t4.1-a -� Ell - - 50,90 - -'�_ fi] ' ' -- - 112" RCP STORM PIPE -- + - -3.29'!4 0.00% ' --�a -on-, - ll-=--55 .61 - - - 98' of 8" - PIPE@0.45% t----- ' ��EV 550.69 � SAN 50A (13) co Ol .,. "' <{) "' "' "' 10+00 -- "' "' "' - SAN MH 60 -� w " MANHOLE TYPE C-4 "· - STA:10+40. 5.8L RIM:553.83 INV IN:541 90 S INV IN:543 12 E - INV OUT:541.70 N ' I\ - Ir 2. 1" OTIEC s•-ap - ' ' ST, - I± ,i-<,-5 \ SL - :1.0±.t _js cl:1" - ,-=-S5 6, ' '" W1'.l/\'T ' ' ' ' N <{) <{) 1+00 242' of 8" v7 - 5 ,o7 D 65 60 55 50 - 45 ' 40 PIPE@0.54% SAN 70A (9) 35 "' N "' "' .,. "' "'"' 11 +00 ( I I I I I 10 0 I I I I I I I I I I I I I SAN LS 1 MANHOLE TYPE C-4 STA:10+57, -172.4L RIM:549.47 INV IN:540.93 S \ I I I I I JO I I I I I I I I/ I I \ REFER / LIFT STATION 1 DETAILS / / / / / / / / / / //,r / / / / / / I / / ' / 0 Ol .,. "' 35 2+00 HORIZ. SCALE:1"=20' VERT. SCALE:1"=10' LINE PR-B SANITARY & WATER • - z w 0:: 2 WW U-l z !;: > Os� U-l (/) w a._ f-< - f-- 2 0 >w- 0 <I: 2 0 <1'. z al s w :', :::J - f-- 0 (/)W(f) z > ('.) >- wO >- f-- <I: (/) �o e- z 0:: z 0:: :::, :::J <I: w [.' ...l 0 0:: f-- u 00 <I: � z >- 2 s e- 0 a: <1'. 0:: 0:: 0 f-- 0 z ;>-, z f-- <I: :::J (/) - f-< 0 - z 000 <I: - u 0 f--0:: � _J _J 0 0 REVISIONS PRELIMINARY NOT FOR CONSTRUCTION Cl 2024 Midwe.slern Engineer,;. Inc. S02 West Broadway Street P.O. Box 295 Loogoo!ee, Indiana 47553 DAIT FEBRUARY 2024 DESIGN CWR DRAWN DRKLBDH Q.C. CHECK RAB PROJECT NUMBER 2022038-04 1 8 18 OF 48 I Fll.E NUMBER 43910 I Do Not Use Plan Previews for Take Off