w w I z o , wz • 0 z 0 < I z < z I z <• N N w z 0 ,o � <□, ·- •o � � ' °' wo NO oW = NN Q -o ---- �� Q o<I •w or � -w ---- "" ?. rl Oc : o> -o u � "o = �z < � w -, w� M Q �g o N •• , ro <c LEGEND SANITARY SEWER MAIN - SPECIAL NOTES TELEVISE, CLEAN AND REMOVE DEBRIS IN EXISTING GRAVITY MAIN, S.N 1 (x') INSTALL A COMPLETE CIPP LINER FOR REHABILITATION OF EXISTING Existing Gravity Main, S17eandF!owDirection MAIN APPROXIMATE LENGTH OF LINER FOUND IN PARENTHESIS >----+--------------------------< __j___e;':,_..::e=::,_;= Existing Gravity Main, Size and FlowDirection S.N. 2 (x") EXISTING MANHOLE APPROXIMATE DEPTH Tobe Lined >---+------------------------, ____! :·, -::_.===-- Exisring GravityMain, Size andFlowDirection S.N. 3 (x) APPROXIMATE SERVICE LATERAL CONNECTIONS Previously Lined >----+--------------------------< -----�""L ---- - Existing Force Main and Size ----,8----Existing 11-fanhole -----s-----Existing Plug Valve ----�----faisting Air Relieve Valve ----,@---- Edsting Va/Fe Pit ----•@---- Existing Lift Station G1ENERAL NOTES NALOLTEEDXI.STING GRAVITY MAINS ARE 8" UNLESS OTHERWISE 2. NCEOCNETSRSAACRTYORFOTRO LPINR/ONVGIDOEFTGRRAAFVFIITCYCMOANITNRSOWLITAHSIN OR ALONG TRAVELED SURFACES. 3. ALL CIPP LINERS TO BE INSTALLED WITH HYDROPHOBIC END SEALS 4. IANLSLPCEICPTPIOLINNETRELSEHVAISLILNBGE. INSPECTED WITH POST 5. ALL ACTIVE LATERALS SHALL BE REINSTATED AND RBO RE W I U N N S S E H T R E A S D T R . E I E D N P A A R C T E T T S IV H E E E N T L D A A IS T T C E IV RR E AE LTSI OSNHOAFL LT HN EO TOBWEN E R O R I S.N. 1(180') S.N. 3(1) ----:=:-,-,---'j8 MH 221 • S.N. 4(180') S.N. 3(2) S.N. 1(163') l S.N. 1(140') ECXOINS TT RI NAGC GT ORRA VSIHT YA LML ATI NE LAENVDI SDEE, CT EL ERAMNI NAENIDF GR ERMA VOIVTEY AMNAYI ND E B R I S I N TERMINATES INTO A POTENTIALLY UNALLOCATED MANHOLE OR S.N 4 (x') OTHER ACCESS POINT IF AN UPSTREAM ACCESS POINT IS DO IWS CN OE RV ESRHEADL LT HP ER OCVOI ND TE REAXCCTAOVRA TS IHOANL ILF I NR SE TQAULI RL EADC. OA MP PPRL EOTXEI MLAI NT EE R LENGTH OF EXISTING GRAVITY MAIN FOUND IN PARENTHESIS S.N. 3(2) S.N. 4(125') S.N. 3(1) S.N. 4(125') MH 2178 -�-----;81:---::::=-- ...... ,� g MH 218 1...----,S.N. 1(64') I S.N. 1(192') t MH 228 8 \ MH 760 !9.�---,--�--.18 MH 761 •• n ,._ S.N. 1(154') S.N. 3(1) • MH 227A \ WALNUT ST. MH 229F 8 MH224 j 6" 8 MH 229E \ MH 229C i9,1--:.;._--11g MH 229D I MH 229A 81---8-8 MH229B MH 759 I MH 227 8 r e,--- '- ==-=-=�- S"PVC 8"PVC_) -8- ---- _g,�---,-----,---,-' '(_S"PVC MH229 j . w i C =:l > :: w C) MH 227B CONTRACTOR SHALL TELEVISE, CLEAN AND REMOVE ANY DEBRIS IN EXISTING GRAVITY MAIN AND VERIFY LOCATION OF EXISTING GRAVITY MAIN BETWEEN MH 229 AND MH 215. IT MAY BE NECESSARY TO TELEVISE MAIN WEST FROM MH 215 AND EAST FROM MH 229 S.N. 3(3) MH 215 • MH 406 e I • • S.N. 1(163') - S.N. 3(2) 8MH 214 S.N. 1(250') l MH405 8 S.N. 1(455') S.N. 3(2) r, l 8 MH403 l MH40�8 • i'll. MH 211 MH2 - 10.--:-:::==---8!--,,,,--. 8-- ' t r '- t• :5 -' u0 �=� =�;::--,;�- ���r[). ---;- 8 MH 209 MH 206 ee-· CAPITOL BLVD. MH 2077__________!�==:_---:-�_,;;, MH 208 8� t I 8 MH 135A "· t S.N. 1(447') S.N. 3(2) MH 168 ,. -----· -------:_,,,c_____._ -----------------------------------...l.....l'-�� \ I MH 170 8 .. -�_... ___ .,..._ ______ � MH 174 B 6" I Ml-j 170A 8 '- ,_KIRKHAM AVE. '8 MH 17 I • � � • I� ' ' lt:r i9 MH 210A t I CEDAR'ST. - MH 200 ���r---:- -8- ,( 1 MH614 8 \ \ ___ _ --------------------------PLAN No. 1 REVISIONS BID SET C 2025 Midwestern Engineers. Inc 802 West Broadway Strecl P.O. Box 295 Loogootcc. lndi,ina 47553 DATE MARCH 2025 DESIGN C.W.R. DRAWN C.Z.M. Q.C. CHECK E.K.P. PROJECT NUMBER 2025002-01 4 4 OF 5 I FILE NUMBER I 44622 Do Not Use Plan Previews for Take Off
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