0 <O a� + 1- tO w �w ·I ;:: (/) (/) � WO z 0:: _J LL IO u- 1-<,: Iz �s 52 51 51 50 50 49 49 48 48 0 "' N"' + / / \ \ OCl� OCl "' OCl + 18+00 / / / / / I / / / d'6 CLAT STA !'it�g 78 / / . / / • -;,(---- / J / I I I I I ---/ / / / I I I I I I / I I / / / / ...... . l ,I --- / / / / / / / --- V / 3fot of 8 inch Pvd / � / / / � 71 j ' ' ' " ' '- '- / I I =' / /I I / / I I / / - I OCl "' "' "' + / / / / / / / / / / I I I I I I I I/ / I J I I I I I I I I I / ,C / I r / 0 I u, -I / ►Z o o✓ - / / '<' ' / , I I - I I / l ·1 / I I I I I I - --..,. -�--"":""' -- ( I - - - - -- "' 0 .,.n "' + 19+00 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 498 I I I I I I I I I I I I I I I - I I I I ii I i I • ,. I I - I I I I I I I I Wi (l1 -I ► $1 ::o I m I I I I I I I I I I I I I I I I \I \ I I I 24' 6 PVC�AT STA 6+9418�--�\ _L-____:w1 I I ' '- �----------- c, RAB: , s m_ �O_L..J_l.,_ �... _54 N "' "' N r--- OCl U) "' + "' .,. 20+00 I I I I I I I \ I -\ -- I \ I I I - I r r \ I I I I \ \ \ I 501 \ \ I I \ I \ \ �\ wo CJ) I )> \ I C) \ m(;1 ... I ?4' 6 PVC t.AJ '- PROPOSED " 6" WATER MAIN • -- RIVE - - - \ \ I \ I \ \ \ I I I \ C I \ I \ \ I \ \ I I \ I I " \ I '- " \ I \ MANHOLE TYPE C-4 STA:20+75 -- RIM:499.35 INV IN:494.50 N INV OUT:494.30 S - --- - I I \ \ \ I \ \ I I I I I I I I \ I I _LI <-< I I I \ I I \ I \ \ I \ \ I I \ I -- \ \ - "{ ' ··h.-·, ' ' - ' ,: - ' > ,._ INSTALL NEW 6" SEWER LATERAL WITH CLEANOUTS TO WITHIN 5' OF PROPOSED BUILDING (TYP.) _ \ \ \ / / / / / / / / / / I I I - -- --- " - ':!Q' 6 PVC LAT / --- / r MANHOL STA:22+7 RIM:509.21 INV OUT 5 ---- -- -- I I ). I I ) I I I I / / I / / / / ...... --,..__<;;:: - / / // ', '----- ----- --- 5 oo--- EXISTING DRAIN TO L. .-;;;-� j'e_ ----- ✓-✓ - ✓- ✓ - , , BE ABANDONED. - -�-- -,.,.,,.,, -----��-=--'' -'-....L-''-----L:_____/::___ -, ' ----- --- 499 --- CUT AND CAP AT-- -,/- - ---NOTES: ,, '',____________ ---498-_ PROPERTY LINE. j' _ _ 1. The proposed PVC SOR 26 (ASTM 03034) gravity -_ _ - - ;r - - - sewer pipe shall be installed in accordance with ---- 497 ------_____ 71t__ __ - - -- - ASTM 02321, Standard Practice for Underground / -- - -495_ _ _ _ J' __ - - - Installation of Thermoplastic Pipe for Sewers and ---- _________________ ------,r -- - ___ Other Gravity-Flow Applications. ,_ - --- __ ____ _ ---495---------/' - -- -- __ 2. The low-pressure air testing of the proposed PVC - -- - - - - -- --- ------494-___ j'___---- SOR 26 (ASTM 03034) gravity sewer pipe shall --7 /-- conform to ASTM F1417, Standard Test Method for /JI .,,,,... ..,..,, .,,., .,,,,. Installation Acceptance of Plastic Gravity Sewer - -49.3_ __ # .,,,.. Lines Using Low-pressure Air, for plastic pipe. J' ----- - - 3. The deflection test must not be performed with the /1 ,,,, ,,,,.. ..- aid of a mechanical pulling device." -- _____________ _;;:..;::.:________________;,.,.______-=:..==-•91"4:...-------� / Sanitary 1 SAN MH 80 MANHOLE TYPE C 4 STA:20+75, 0.0' RIM:499.35 INV IN:494 50 N INV OUT:494.30 S -= ; "WA:V- ER-M' .. z " 1o� "' OCl "' "' N � 0 0 "' 0 "' 21+00 SAN MH 90 MANHOLE TYPE C-4 STA:22+76, 0 O' RIM 509.21 INV OUT:501.05 S :@i: 0 U) + " "' r-- - .,. U) 0 0 "' "' 22+00 "' .,. "' 0 "' 20 15 '" 10 - 05 00 95 90 85 80 0n "' "' 0 23+00 HORIZ. SCALE: 1"=20' VERT SCALE: 1"=10' SANITARY SEWER • lo-( REVISIONS 4/25/25 BID SET C 2025 Midwcstcm Engineers. Inc. S02 West Broadwav S1reet P.O. Bo� 295 Loogoo1ec. Indiana 47553 DATE APRIL 2025 DESIGN CWRL'.EKPL'.BDH ORAWN DRKi'.MKW Q.C. CHECK PROJECT NUMBER 2024072-02 1 7 17 OF 45 I FILE NUMBER I 44738 Do Not Use Plan Previews for Take Off
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