\ \ I \ \ \ \ \ \ \ \ \ \ OT N<"' \3 �04 AC<=- !3-';; I ' ' \ \ \ P6 "RWOPATOESREDMAIN \ ' '\ 24' 6 PVC LA'i-, ""- , STA 4+69 13 I:------->,------'', I I ' J ' REFER TO SHEET 14 FOR \ ' \ ' ' ;:_,T O '.> 0 3'14 <\ORES \ ' \ \ S8 'T6A P4V+C4 0L.A8 T4 \ SM T A A N :1 H 6 O + L 2 E 4 TYPE C-4 I I R NNI V V M : O I 4 N U 8 : 6 4 T . 7 7 :4 6 3 7 261. 0N1 EW 50 - 50 - 49 49 48 " 48 " 47 " 47 - c-- N . "' rr oo + 0+00 I , I ,_ I / / -f / / I / L T NO ,6 / / 0 2 2 AO�ES I / / / .,- /87'6 PVC LAT / .,..r--_-,,_J,JA:,..;'+c,: ,;'�-,_---;,,·/ / / / r / / / / / 0 C 8S7T' A6 P3 +V1C7 L8A5 T ;---� --,.,---- .-- 1 I I • I - I f / / ,. / / I I I 0 2' I I I I 87'6 PVC lA T STA V49 72 1/ I I I r / - / PROPOSED , �-+---fie• WATER MAIN J;�-- / I I I • I I I I I I I I I r f I ORC ARD [)RIVE /-. . . ' . . . -. . I . . /· /-. "' I • I f •✓• 1 a· of 8 1iirch PVC SDR-26'.@tO 40% / / SA!':J-MH 70 / • I �ANHOLE TYPE C-4 rf RS TI MA::41867+.8289 I INN V V I I NN : : 4 4 7 7 6 6 . . 7 7 1 1 N E ,' INV OUT:476.51 SV!J, . / - /--- { . '-,��__} -:::: / 2S 1T' A6 P4 +V 3C1 L4A8T I I• -r / / SAN MH 71 / MANHOLE TYPE C-4 R SI MT : A4 :817+. 74 83 I N VI NOVU ITN4: 47777. 2. 266 WE �--�·,,'✓ i4' 6 PVC LAT '---� / _,,. _,,.,. STA 3+87.04 ----- STA 3+31 36 ' I h I • I ' SANITARY 2 I r f / I INSTALL NEW 6" SEWER LATERAL� WITH CLEANOUTS TO WITHIN 5' OF PROPOSED BUILDING (TYP.) 484 48 482 _,,.,. _., MSAANNHMOHL7E0TYPE C-4 SAN MH 71 STA:16+88, 0.0' MANHOLE TYPE C-4 RIM:487.29 STA:3+42, 31.5'l INV IN:476.71 E RIM:487.73 INV IN:476.71 N /NV IN:477.26 E INV OUT:476.51 SW INV OUT 477 26 W " ORf';,1- EWE I I I I ' f r r f I I / / / I', 0 ' 60 A / / I / I / / I Sanitary 2 A. . G R-� • - - - - / I / : / ' I I --/- I / • I 5' of 8 inc / / / / / -0D RAQE I r f r f f l r r r \ f I- \ I \ I I I I I I I I o- ,.NO 2 I) 260' A RE:S I I I I I I 8,'6 PVC LAT / I / / STA 1+74.07..,,..--�, 11 A /I r ,, f r f r / / I I , / / LO N,O. 1 / / I 0274/ACRES / / / / 87 6 PVC LAT I VI p- --cl I \ I ,; I I I I' \ \ I I I I ·/ '1 11 I I / I I 11 I 1, I l I J I 117 - I I ✓n 11 I I I I I I l l I l 11 I I • PROPOSED WATER 1 1 METER PIT \\ I I I \ 1-\ f!.l w , / 0::: / tn \� / z z I ./�_[- t 11 �+_-_���--�-�,�_ ��!... 7·_·�- -r���A==aV__��� I I I / I I I / I I I I I I I r I I I I -f ,-=,:-- I I I I I I I • I I/ I • I • 6@0.40'11t I I \ \ ,�,n_ c;,,;"'1"111-� \ STA 1+87 36 I \ LOT O 7 C G1\1�CR S \ \ \ \ \ \ \ \ I • ' I\ \ \ \ '-s,_ I I I I I \ I \ r I I __ ,,_ -1--,-......;..�c..;_.- • .... _J.. I I I I I I I I I I I I I /I ,I / SAN MH 72 MAN�Of-E TYPE C-4 I I STA:4+42 fI N V . OI U TR:I4M7:84 8424. 9W4 I ' S24T'A6. P0>V9C8.LAT \�-- --.i 1;1 I \ \ \ \ \ \ \ ' SAN MH 72 MSATNAH: O1 6L+E9 3T,Y4P3E2 .C4 '-R4 RIM:482.94 ' INV OUT:478.44 W ' / / \I I I / I \ I l I \ I I \ I I I I I I / \ I \ I I I \ I 1/ 1 I I I I I I I II I I I j I I I I I J i I I I I I , I V • I I I , NOTES: \ 1. 2. 3. • , The proposed PVC SOR 26 (ASTM 03034) gravity sewer pipe shall be installed in accordance with ASTM 02321, Standard Practice for Underground Installation of Thermoplastic Pipe for Sewers and Other Gravity-Flow Applications. The low-pressure air testing of the proposed PVC SOR 26 (ASTM 03034) gravity sewer pipe shall conform to ASTM F1417, Standard Test Method for Installation Acceptance of Plastic Gravity Sewer Lines Using Low-pressure Air, for plastic pipe. The deflection test must not be performed with the aid of a mechanical pulling device." - 05 -00 95 90 85 80 I \ \ 2 5'-of-8" SEJR--2 P-V&@-Mll"/4 75 ro "' m m ro c-- N c-- "' m c-- c-- "' c-- ro ro ro co + + + + 1 +00 2+00 c-- 0 N "' . � + "' ro co + + 3+00 � n N + + + � N co ro + + 4+00 - 70 + m N co + 5+00 HV OE RR TI Z. . SSCCAALLEE: : 11" "==1200' ' SANITARY SEWER • - REVISIONS 4/25/25 BID SET C 2025 Midwestern Engineers. Inc. 802 West Broadway Street PO Box 295 Loogoo!ee. lndiana 47553 DATE APRIL 2025 DESIGN CWR,::'EKP,::'BDH DRAWN DRK,::'MKW Q.C. CHECK PROJECT NUMBER 2024072-02 1 8 18 DF 45 I FlLE """"'" 44737 I Do Not Use Plan Previews for Take Off
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