Midwestern Engineers, Inc. Plan Preview

0 0 0 0 z + z N <( w f- I "' "' w I z 0 _J z 0 0 () f- w z <( J � 44 44 435 z 43 0 > 42 420 41 41 44 - ·J . .� 44 435 43 ' V 425 420 41 5 41 u ----- - ---- - - - - - - / - - - _ -42B- GRAVITY SEWER FROM MH300A TO MH302A INSTALLED BY DIV. I OF THE THE WATERSYSTEM IMPROVEMENTS PROJECTS 225 L.FT. of 12" PVC S l=====s;===:;::;===z======'.s:=:z'.======::::r==�=='::5;:::;:======:=:NEW 12" SANI 225 L.FT. of 12" PVC SOR-26 PIPE@ 0 38% 6 PIPE@0.38% PROPOSED GRAD EXISTING GRADE 225 L.FT. of 12" PVC SDR-26 PIPE@0.38% 229'-0" � 00 � �� � � 2+00 REFER TO DRAWING Pl.12 FOR CONTINUATION OF GAS PIPING 169 L.F r. of 12" P VC S DR-26 PIPE NEW MH300A (NOT IN THIS CONTRACT) STA. 5+04 RIM 438.40' 48" DIA. SANITARY MANHOLE INV. IN· 431.0' 10" F/M S (THIS CONTRACT) INV. IN: 430.00' 12" NW INV. OUT: 429 64' 12" SE EXISTING CONNECTION TO THE NEW WATER � TREATMENT • PLANT ' ' ' ' ' ' ' � \ INV 429.00' INV. 414.74' / J NEW MH300A (NOT IN THIS CONTRACT) STA. 5+04, RIM: 438 40' 48" D!A. SANITARY MANHOLE INV. IN: 431.00' 10" F/M S (THIS CONTRACT) INV. IN: 430.00' 12" NW INV. OUT: 429.64' 12" SE ITT N N � � M M � � 5+00 I I • ' ' . ' " "" � .u, G ; I II ' 3 II ' I II � II II , ,v ~ . ··- ' 12"GRV @3.75% - / / Ntw 6" scu�1 F/M I I ' ' ' . ' '' , ; ·v m m� © ITT ITT M M " " 4+00 � EXISTING 1¼" METERED GAS SERVICE BY DIVISION I CONTRACTOR 86 L.FT. of 12" PVC SDR-26 PIPE@1.44% ' - NEW 12" SAN NEW MH302A (BY DIV. I) STA: 0+00, RIM: 431.20' 96" SQ_ CONC MANHOLE ' ' 445 NEW E.Q. BASIN, HEADWORKS BUILDING & PLANT / EQ PUMP STA. SEE DIVISION I, MEI PROJECT 2015078-01 "--- . () PLAN No.1 NEW MH301B (NOT IN THIS CONTRACT) >--+- - - - -- - - - -+ -- - - -f----- - - -+----alNV. IN: 421.67' NEW CAPPED 12" PVC NW C- ---l--------1- STA: 1+02, RIM: 433.00' t=t==::; (INSTALLED BY DIV I) 1+00 HORIZONTAL SCALE: 1" = 10' PROPOSED 486" DIA. SANITARY MANHOLE INV IN· 420 90' EX 24" SE >--+---+ WALKWAY - - -- - - - --+- - - - - + - - --< • • • INV. IN: 422.20', 12" NW INV. OUT: 420.90' EX 24" NW INV. IN: 427.50', 6" N (THIS CONTRACT) NEW 12" (ABANDONED BY DIV. I) INV. IN: 427.50', 6" NE (THIS CONTRACT) >- -+-,'-----+------+-----,D.I.R.J. I-',----if----------ilNV. OUT: 420.83' NEW 24" PVC NE INV. OUT: 422.10', 12" SE FORCE MAIN, (BY DIV. I) - M/..--42-6.-5 ' NEW 8" DRAIN, - INV. 419.75' 86 L.FT. of 12" PVC SDR-26 PIPE@1.44% EXISTING MH301 TO BE ABANDONED (SHOWN OUT OF VIEW) 91 ' -0" / 3 L.FT. of 12" PVC SDR-26 PIPE@0.45% POINT OF CONNECTION, THIS DIV. I ' POINT OF CONNECTION THIS DIVISION 6' O" (BY DIV. I) 0+00 I I \ \ - I ✓ I r " ' ' C -- J ____ /_ --- SPRUCE STREET / r,,.S ,/ ,,✓,,;'.,• - ,.,../ _433- - - � ✓ /_ � )'" -y - .,,,- / A'' I I 1' - - - '> /! . � � --=---=-432-�= -- ✓ ( GRAVITY SEWER FROM f' . - ' j , < -'i MH300A TO MH302A / f / INSTALLED BY DIV I OF THE ' / THE WATER SYSTEM IMPROVEMENTS PROJECTS ;y i:-::: / - ' -- I MH301 TO ABANDONED ' =-= , , ' 169 L.FT. of 12" PVC SDR-26 PIPE@3.75% ' INSTALL LINE UNDER DITCH BY DIRECTIONAL DRILL __.­,,- NEW MH301A (NOT IN THIS CONTRACT) STA: 3+32, RIM: 430.50' 48" DIA. SANITARY MANHOLE INV. IN: 423.17', 12" NW INV. OUT: 423 07', 12" SE 430· - \ \ - .� ,., u - - - => - ' - ' ' 225 L.FT. of 12" PVC SDR-26 PIPE@0.38% � - ' = = V C '" . 00 00 � " m m N N " � 3+00 440 0 435 430 425 u, 420 415 410 0 0 . 0 0 z + z <( w f- w I (/) "' "' w I z z 0 _J I z 0 () w f- z <( J � 4 45 4 40 4 35 II 4 30 . - 25 u, 4 20 > 4 15 10 � ·o PROFILE No.1 SCALE: 1" ::: 10' 0 PLAN No.2 NOTE NEW 12" GRAVITY MAIN AND MANHOLES SHOWN WAS INSTALLED BY ANOTHER DIVISION. ONLY CONNECTIONS TO THESE NEW MANHOLES ARE PART OF THIS CONTRACT PROFILE No.2 HORIZONTAL SCALE: 1" = 10' WASTEWATER TREATMENT PLANT - PIPING PLANS AND PROFILES REVISIONS 09-20-23 © 2021 i\fidwc.,1ern Enginc<:r�. Inc 802 West l)mL<lway S1rcc1 P.O. Box 295 Loopootcc. Indiana 47553 DATE FEB. 2021 DESIGN C.W.R. DRAWN Q.C. CHECK R.D.W. PROJECT NUMBER 2015078-01 C108 17 OF 114 FILE NUMBER 42055 Do Not Use Plan Previews for Take Off